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Home My WebLink AboutSEAVIEW; ; PC990167; PermitCity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 05-01-2017 Plan Check Permit No: PC990167 Building Inspection Request Line (760) 602-2725 Job Address: Permit Typ~: Parcel No: Valuation: Reference #: PLANCK $0.00 CT98-21 Lot#: 0 Construction Type: Project Title: SEAVIEW 9 LOT SUBDIVISION SINGLE FAMILY DETACHED-LOTS 1-9 Applicant: KAMPHUIS JIM 5142 AVENIDA ENCl,NAS CARLSBAD CA 92008 760-931-2785 Plan Check Fee Additional Fees Total Fees: Inspector: Owner: $0.00 Total Payments To Date: FINAL APPROVAL Date: __ .__ __ _ Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: $0.00 Balance Due: PENDING 12/09/1999 JM $0.00 $0.00 Clearance: ------ $0.00 NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions.' You have 90 days from the dale this permit was issued lo protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure lo timely follow that procedure will bar any subsequent legal action lo attack, review, set aside, void, or annul-their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any feesiexactions of which vou have oreviouslv been oiven a NOTICE similar to this or as to which the statute of limitations has oreviouslv otherwise exoired. FOR OFFICE USE ONLY PERMIT APPLICATION PLAN CHECK NO. PC77 !0 ·7 CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 EST. VAL. __________ _ /I/J11t;!~.~°?Jrr Plan Ck. Deposit-=-------- Validated By _ _...--L-~---:-:------1==-:--+--=--=- Date ________ ._.___,,__. __ ~_ Norfh£naof ~~11iw waif. . .. Business Name (at this address) Se v1eJJJ q Lot No. Subdivision Name/Number Total # of units v'c1cam+ Assessor's Parcel # Existing Use '11.eit s le ~lu res;demhaL Z.. Desdripti~nt1J Wo~ l SQ. FT. #of Stories # of Bedrooms # of Bathrooms .... CEµ.. ~.~~10~~2.j> · . • ., ,ii '131·2765 x4-101 'B/·a1SI./ Name Address City State/Zip Telephone# Fax# i@J!1i1i:i:;;ll!:f1J!l!~· ;Al!J:i't&ntrii$tQr1MftJ .. ;«gerltt11aJ;1ni:i~&11rai:cra~t;,i . :Ot~el'lt .fqr~iiir:il.ii'i::::, <<':: ,,~/)T, -, , ''.".'.'.~~ilrn1£2}, -, >+mt~,; ''.?£~~;'.~~,,;,·@(~!::~;~:>,, C~ 93h~78S MSK D~velooNem+Graup 51'-12 Aven;da fmc.,jnaS Cru-lsbad Name I Address City State/Zip Telephone # s:~~:Rr§~a:i,~t rl t0 ¥;; ca 93hl785 Name Address City State/Zip Telephone# S;i,; .• C()t.lirB'dJAi=·eoMt!ANY Nttl!JII=." (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$5001). NS.1S.manc13etnflrlt Irie. d.b.a. N.S.K. Development 6-roup Name Address City State/Zip Telephone# State License # k/T J. l J b License Class B City Business License # ( l,,o/';]',7 · Designer Name Address City State/Zip Telephone State License # _________ _ ;ti!'.'.: " WQi(Ki::ij~f eilm.ENSAILO:lilhk Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: 0 I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. IX! I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My worker's compensation insurance carrier and policy number are: Insurance Company $fate fund Policy No. ~d. q-q 'l Expiration Date /-/-0 Q (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100) OR LESS) 0 CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. SIGNATURE DATE 7;i!I o~~l!111Li:l.iii!DECf/ARl'fiort1 . . -------,-?l:S:-h:-lllt~i::-:- I hereby affirm that I am exempt from the Contractor's License Law for the following reason: 0 I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). 0 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). 0 I am exempt under Section ______ Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES ONO 2. I (have / have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number/ contractors license number): _____________________________________________ _ 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work):. _______________________________________________________ _ PROPERTY OWNER SIGNATURE ;CQIVIPLEf!!l'iil!SriSEQTlmFoRlfrll~ •• ~;iiiBi:i1s:iiz~'PEN;··~·tf.ii:.ii,iiUtt.Jiii.lDWJN~.·~ii1iee:iiittMl\lll0.!1i:sni1n~·Nfl21Y~.Al;V:;~ •...•••••. ~kk);;i;;;\di.·1v,\.I Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 YES O NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 YES O NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES O NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT . . s;:J?;llt~N~9llt'iri~Wl!:El\mlf:J.§ENCY;~ffjfj1·• I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). LENDER'S NAME BAnl::. of-A-rviev-1ca LENDER'S ADDRESS '150 B Stred Su.H-e (00 s .o. C.A-9.J..1 IJ. i~U!!. APPLlCANT;C!:iR'rlFil5AJ'.1QNi I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the Citt of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 106.4.4 Uniform Building Code). APPLICANT'S SIGNATURE DATE PINK: Finance 05/30/2001 13:57 8587569356 EPPER-TREVINO ARCH • Civil 8ngineering· • Land Pl'ann·in-g • Structural • swrveying May ~0, 2001 City of Carlsbad . Buildi~g Inspection. pepariment RE:· SHEAR WALL REVIS)ON -MSK DEVELOPMENT . · · SEVIEW -PLAN 'A' -CITY OF CARLSBAD Pursuant to a ·request from MSK Development, this finn reviewed the original plans for the subject residence to· det~rmine if a few shear walls could be revised, &i~r omitted. . PAGE 01 r .. Grid '3t4pstair~ originally required an 1HD8A' at e~ch end ofth.e_.4'9', ~he~ wall to resist ~e 68i 1 pounds of calculated overturning force. At the· b:wlders request, two· ~MST60' straps at each end post were sized in lieu of the 'HD8A' at ~-~-each end post.. . ·. · · ' • Grid 'D' ·upstairs ·had two shear walls on the permitted plans measuring 8' and 5'6'' ~th no hol4 do~ strap required. ~e as-built condition provides a 4' sh~ar wall in lieu of the 5'6". After review of the calculations and $,e pl_ans, we believe that ~e-re is ~dequate support along this line and that there is no framing. revisions required. fl • , Grid '7'· downstairs· was not a calculated grid line. the shear alqng t1;1is line was \ ~ · .. placed intuitively for·general stru~tural stabilify. Therefore, the 4'6" is riot . .. required .per this firm's calculations. The existing shear length ·on 'Uie· right side . of the Dining Room window will be adequate. However. a type '2' · shear wall. . ruiould 'be installed on the left sids, of the ww,dow to ~prgve st}:U;cwral ,stiffness, at this location. As Engineer of Work for 'this residence, we hereby recommend acceptance of t.l!is proposed revision· to the ,framing by your department SO· COUStruCtiOri .can _continue in an orderly manner. Should'ymi-have any questions or-comment~, please feel free to contact this office. uglas ':e. ~gtin, R.C:ii 39726 Principal. Office;· l 6236 San Dlegu!to Road, #3 -l 1 • Rancho Santa Fe MaHing; .PMB:.N.-• J 32 N .. EJ Camino Real • Encinitas, CA 92024 Phone 8.58.-756-8696 • Fax 858-756-8698 · BLJ[[OLA EN61NEERIN6, ·1nc. Mr. Scott Rudinger City of CarlslJad, Building Department 1635 Faraday Avenue Carlsbad, CA 92009 Subject: Certification of Foundation Forms November 30, 2000 JN 112-19 Carlsbad Tract No. 98-21 (Seaview); Map No. 14013 Property owner: Seaview Residential, LLC. Dear Mr. Rudinger, Please be advised that on November 30, 2000, Buccola Engineering Inc performed a field inspection of the foundation forms for the homes to be built on lots 4, 5 and 6 at the subject project and found them to be set in substantial conformance with the setback dimensions shown on the Precise Grading plan. Sincerely, ~~~~, Philip D. Buccola Registration expires on 3-31-02 Cc: Jim Kamphius, MSK Management F:/ 112 MSK/19 Seaview/docs/ltr_rudinger_l 12900.doc 3142 Vista Way, Suite 301 CJ Oceanside, California 92056 CJ 760/721-2000 CJ FAX 760/721-2046 -.. Southwest Inspection and Testing, Inc. 10826 South Norwalk Blvd., Santa Fe Springs, CA 90670 (562) 941-2990 • (714) 526-8441 • Fax (562) 946-0026 T,•'-,,, •,'• ~"-..-1'"' ·-,•-'~ -f,,,... . REGISTERED INSPECTORS'$ DAILY REPORT TYPE OF INSPECTION REQUIRED D Reinforced Concrete 111 PostTensioned Concrete D Reinforced Masonry \ '-..... .--... --Type of Structure-i -. L -.;.; ,- Material Description (ty·pe, grade, source) lnspector(s) Name (;..I, yl},£ J.14. I! J/.14,,. D Structural Steel Assembly D Fire Proofing D Asphalt Architect Engineer Contractor Subcontractor TESTS PERFORMED D Quality Control ES Other ~ .jyi.Jt IJ~I 1-.J & , ..... I TYPE OF SAMPLE SLUMP QUANTITY IN SET ADDITIONAL REMARKS ON SAMPLES INSPECTION SUMMARY -LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. INCLUDES INFORMATION ABOUT· AMOUNTS OF MATERIAL PLACED OR WORK PERFORMED, NUMBER, TYPE t!t lDENT. NO'S OF TEST SAMPLES TAKEN: STRUCT. CONNECTIONS (WELD MADE H.T. BOLTS TORQUED) CHECKED, ETC. "l":JJ'J. 'c·1~) I ..;f'A/ . ,n. A-"'7"""/'A..,,J-~:,J,~t'!'•,)J, I)-'} ,,12 /""' 1, ""g .,,_ ~.·;1 '·; ,·-"") Y1.r1· r r,:J: ~ f \ ' j,t,,.,,<J )' . ~ f~ lJ" ;J..,,, 1: T· . ' Ff, • ..,, ,,ill'/ .;.)r-;,,,, ' 'l ,.;r (,,;.,·1 ., 1, (.,e';,l-~ f ,.. ,.~~, 't,.I f ~' &. Q,~~'!...;t, (dtfpfJ·trhJ ·:tl.l j.i/'a/i.l t1/1'f.J}t11i <t l 1,,,QtV~1tµ.,ttt +9AD j Ill i-5"#,~D~~ Cr1,.,1;;,/"· I ' '' "' "t:~o o 31t'~ CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE OBSERVED TO THE BEST OF MY KNOWLEDGE ALL OF THE ABOVE REPORTED WORK UNLESS OTHERWISE NOTED. I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS, SPECIFICATIONS, AND APPLIC~BLE SECTIONS OF THE GOVERNING BUILDING LAWS. <~ ~~·?-:~:.~: ~~~'t -~~~; ./If -\ fi~J .~A'"":{'.~:.'J:ef.~,,,e .. , .~,::e~.( A ~~""~ J !: . , j . .. SIGNATURE OF REGISTERED INSPilTOR.-~t /111.,~ f..' f "J';A a11 I' ;:...1~:-h ihl'~ SPECIAL TY NO. AGENCY CONTINUED ON NEXT PAGE 0 PAGE OF TIMEIN TIMEOUT REG. HOURS 0.T. HOURS CYLINDERS 'J'c1rJ ;;1 :v ('' 7 ~ ~ All inspections gased on a m!nimum of 4 h_ours and over 4 hours -8. hour minimum. In addition,;any inspection extending past noo_n'hour wiJrbe·an'8 hour minimum,. · ,;A;~,.,..· / .it , ! , ' .,-,,; l ... . -,.,~, A i ,:.·.···1 ,.· .. / i )1 .,.,.,. , ./.· ,}, ~'u,1 ·11(·1./,"' /,.-.. •. ,'I, '},,,,t.,• ,.~~ ;:'t,,-' Approved by~ -· · l :i!' ,;,,.-' ·· ,f"' · ,,. i,,-' • ,.,;I . ., f' ,'%' Project Superintendent . . WHITE -OFFICE COPY, CANARY -ACCOUNTJNG-COPY, PINK -iNSPECTOR'S COPY, GOLDENROD -JOB SITE COPY -.~----;=. • ,,_.., -::i ... -.;:.;;..., .... -•• -... _.~._.;..;;,.,,..;;...,..;t...;i. -- DAILY FIELD ENGINEERING REPORT . PA.CIF:IG SOILS ENGINEERIJVG, INC. Work Order: l-o > ?_-::._ 1...i p H . Date: , 1._ 1 . o o PrQject Name: <:;'r-,0 .-:. ~ ,l < Day: /...,.1, } o , , Project Location: Cr r L, CQntractor; . Weather Conditions: r:.,r ~(, r / .,.:, V L, . ( r,1c,, J Approximate Fili Yardage :. / 1 - Type and Number of Rigs ,n Operation: Description of Br ject Activitie • ~ --. Site Visitors / Firm: . . . For Pacf{ic. Soils Engineering, Inc. (i 1 1 ,1 Li -( ~rilau~ ~Ad>'\. V -·t,-"1\\ -f ,., IJ u Received by: Page lof r; . . - dafidrpt.Sam ' PACIFIC SOILS ENGINEERING, INC. 7715 CONVOY COURT, SAN DIEGO, CALIFORNIA 92111 TELEPHONE: (6_19) 560-1713 NOTICE. OF EXCAVATION INSPECTION . J WORK OR OER NO., 1-j () Q J,J, 1-j Tl1 REF. W'l" _" ORD ER NO., E~ OR CONTRACTOR:_0,-:·fl_.,.,,..,.c:__,__·, _cl_,\u.i ...... --f.u-!--!-P_,_(--'1'-·~'--'-"l'A.,_,C=-A.;..,-P'==-_____ ~-'-----J t1 ,, J= DATE INSPECTED: l o(') TYPE OF EXCAVATIONS: CONTINUOUS FOOTING _ __,_,,"--___ spREAD FOOTING _____ _ CAISSON ____ FRICTION PILE ___ _ DISTR: o I o (1) Office (2) Inspector (3) Project ____ OTHER-'-__ __c_ Form 79 •~ ""' --., "t , , ~ ,~ • _. • , : ., , , -, _ , • •' ,t , , ~ I SoJ!!JtJYest ~!J..spectjon and Testipg,:lnc. ii)t~2li'South"Nofwalk Blvd.,·Sani~;fe Springi;, CA ·§o~67if~ (562) 941-2990 • (714). 526-84.41 • Fax (562) 946-0026 ,-------.a....,....a..-----~- R E GIST ERE D INSPECTORS1S DAILY REPORT Date f I i '\ IN TYPE OF INSPECTION REQUIRED Job Address {>(..,l,iM TYPE OF SAMPLE D Reinforced Concrete ~ Post Tensioned Concrete D Reinforced Masonry D Structural Steel Assembly D Fire Proofing D Asphalt City Permit No. TESTS PERFORMED ',' D Quality Control · ~ p Other SLUMP QUANTITY IN ~ET ADDITIONAL REMARKS ON SAMPLES II INSPECTION SUMMARY -LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. SPECIALTY INCLUDES INFORMATION ABOUT-AMOUNTS OF MATERIAL PLACED OR WORK PERFORMED, NUMB!:R, TYPE &.IDENT. NO'S OF · TEST SAMPLES TAKEN: STRUCT. CONNECTIONS (WELD MADE H.T. BOLTS TORQUED) CHECKED, ETC. CERTIFICATION OF COMPLIANCE CONTINUED ON NEXT PAGE 0 '. PAGE OF , I TIMEIN TIMEOUT REG. HOURS Q.T. HOURS CYLINDERS ):Qit\~ I: -Z.Sp1,, ~ ~ NO. AGENCY All i~pections based on a minimum of 4 h9urs and over 4 hours -8 hour mioi' addi',2;,?''""" '"'~.~iog ,,~ 0000 ho,J will be art 8 hour m 1mu:%J .-' . /.," -~'r, ~ I: -7 'L.7/ ~ ..... ' '·. 1' . ) ,1££-'$ ,Jf{+ -:f ... ~ Approved b 'f t:, ·/1/.i!·.f l/-1l ._: }.fP.j,·}it· ,iJf _,Jr · · ... .. · · ·Project Su~;rintendent,.,.#'.,. (.,•' WHITE -OFFICE COPY, CANARY. -ACCOUNTING,COPY, PINK -If'/SPECT9R'S,COPY, GOLDENROD -JOB SITE COPY .....,_,i' ... •!'"- ·.· '. ·1 .. ' t,. .,. , · ·, · · . PACIFIC SOlLS ENGINEEIQNG, INC. . .\ 7715 QONVOY COURT, SAN DIEGO, CALIFORNIA 92·111 . TE~EP.HONE, (6J9}-56M713 NOTICE. 0-F EXCAVATION INSPECTIO:N JOB LOCATmN: .. 5.FAl)JE:u/'i IAJ rf/~ . Cl ry Qr .. CAIZlSl3,&'4 //\,) -711-e eouNJY o~ S//A)· ll:S-&o _- ,-' WORKORDER NO,:; :'4oo 73'~ . ' 'REF.WORK ORDER NO.:_'----,~---,-,-----'-- ",· ~ -. -.. . . . . ; ' ' O~NER;QR ~ONTR·~CTOR: /J1sk. /)f!, l/£lD/Jl£/iJJi:dT" _ DATE INSPEC:PEO.: . ::r'A.IJ(,,{Al2+l J}..~ ;l;.~(2/ · TYPEOF·~XCAVAT;ONS: C~NTINUOUSFObT'1NG. ~-. ~", . ~P.READ FO,OTING~------,---~--,---- "· CAISSON'-· -~--,--FF.HCTIOr-J. PILE __ --,;-;-__ -'--SWIIV!MING POOL__,~~-•OTHER~. ·~-__ _ . . ~ESCRIPl:tQN·OF I;XCAVATl0NS COVERE[f BY THIS.N.CHICE: ···e8002..lob·. -. . . .· · .C.8-DQ .2lS-I ... o 5g z. .~iz-~ ,GvJ w A-'/ c .. B_o,D-2 rs-·2-.-·. · t>.s'8 &-S}A-0, t:E.vJ. tu f\ y · · f'/2ofteq ~00771\J~. 61J7J?im;$·_,I :G,t£A)££i4Llf/ ti??tJ@./YJ 51 · uJE&!; .pjflm lrN/J .NalV t/lEµ;J/tJ?; ,_.SOr0£. LOQSE: S&JL. 5Tll,.LcAJ£~0:;' = !6 8-i RtfmovG'O ·_F°ltPff/. r~or1;v~ lf}{?/Tll/1?.5, f'S~~c14tt)f Ar IJ.4tt/1-K$ IJ.w.AJ(;.. &Ac1c ();:: r()Or/NG-.$, ·/JNO 1N L.o r CJ ro-or1A.1f.r' S> A-P1c1t. 6'r~u-l, k/i J:/NI.Sfle o ., . '. . -. . , .... litl lf?(:;$£ &OJ'-/fA;J';o 0£81'?15. /3/.£ /<etnot/£Q Pi~IYl . · _CPNDITrONS OF APPROVAt,F11oi?ll/6: '.eo..mrm,;;r/L,U)lt' 7'"2>, t20(.l/f:JJi.J~ CoAJC££:;'1'1£. . //\.) 11/$" d"(/t;it.lr '();:;' R/4/N "1/VO' .ao ~m.s 6G-cbme /JoA/.£)-,C,0 Ote SATW/e;l<f~O T.tl-.-€5.E /POOZ-,,-AJ&$ _{ulLL IUl='EO ra BE .RE~~AJs/>EctE'4 ·_ . · · · . _ . /)Ei//;'_up1;--te 7b !="AX: /?E!eMFl,.,.#,1 Wt rnj rlt'JP/tESSC:S, r012.Tltc5£ 1:..orS -rb p11c;,c1(.. · The undersigned has-inspected th.Ei ,excavation,s ·listed-above, on_ the r.¢ferenced,property.-.and ·same were excavated in ,accqr-d-/SOIL 5 • _: a,nce with·o!ir:recom.mendations in the preUminarv foundation .report and the_Building Code of the . 'C:1rv . oj:' t1#/ZtS;, &AO .. ·/ 0JUlil7½.tJE' 5Jl A) _/)/E ~tJ D.ISTR: ('1) Office· · ,(2-)' Inspector (3) Project· Form 79 . , .,., .,, ,, ' PAClFIC SOILS ENGINEERING, INC. 7715 CONVOY COURT, SAN DIEGO, CALIFORNIA 92111 ·4 TELEPHONE: (619.) 560-1713 NOTICE OF EXCAVATION INSPECTION ;J JOB LOCATION= ,5;::-AW!iw, 1A.J 7tlt:.-cirv o~ CAJ?t.s&,&IJ; 1A..J 7lltf CooNzY OP" S,t/AJ fJ1Er-o WORK ORD~R NO.: 4o O 73 /p REF. WORK ORDER NO.: ________ _ . ·'\ owNER oR coNT.RAcToR= /}?SK [)EVE loPE'AlEAIT DATE INSPECTED:_J;:=...:,_A_,:_/J'-"--U-"-A.:..:.12:::...'1+--"/J._. S"=·-+t-"':Z."'-'Cl"-'O<C....t-l _____________ _ TYPE OF EXCAVATIONS: CONTINUOUS FOOTING_~\/'~. ___ SPREAD FOOTING _____ _ CAISSON ____ FRICTION PILE-'·----'·SWIMMING POOL ____ OTHER ___ _ DESCRIPTION OF EXCAVATIONS COVERED BY THIS NOTICE: Lo,.f:t --....... 7 PE~M1rll: ) ¼ #'ff!!:x.YF . .. . c: N r . ,,, C8D02l0b s~u1£w \ I I I\ I \ I " . 73578 VVA'{ :.• .. ',..q CBDO 21S-I ?;5'i!Z. ~£Av 1Gi,AJ vJA'/ q C8oD2152-35'iJ& E~£Av1sw Lu AY ,Pl2ctleD re;OrtA/6-$l)T/01'7J6 '/ GEtJEJZ//Ll'f lrir)@/115 lt)/£~ rirtm 4NLJ . Np,v t/tet..0/AI?, '-=SOn7£ Loose: Sb1L sr1lL NEr.1.:)5 7o 13e Rt:47ove.O Pi.tP/YJ F()(?r//v&--eoiT?ms,. fSflt:c 141:.t'-f Ar GA11/<1tcr5 I 4loN(r ~ACI< () ,.t::" rOOr"'/IVG..5, ,/JAIO /IV 1...0 r 9 r'ooTINt,.., s ,4.,CJZ: /t. $T~El IS ;C°/NIS/-1~0 , All lo?S& soi, ,9,11../tO OEB121s .6E Kcl'novcD P/.:t:1¥1 CONDITIONS OF APPROVAL '/i ,... ~,.rn. 0./?/IJl'e 72> .DO'J 'Air-.0/UC/C -'1""iC"'. ·it I,\) r11e l;'t/t:'NT ()JC" R/!J/A/ r'J#O ,6() 'CIA?$ ,&,:;c&ne ,dc,N'LJ,E"';::;> c'l/'c' SAT'-l/i',1<1n::)? Tlf,<.:',._<:.g .Cc,t17/1t.lE 5 b.JILL I.IE /{'/J To BF l?E· TA.15,/?ECn?'"O. n1;i/t'Lcf>EIZ ra ,.,cA K /7rKn11r4f I w, 'TM,_ ALJP1erssrs. IZ-1.?T!/E5£ <-0 TS --ro p,-;o,c1c µ, 5c-il 5. The undersigned has inspected the excavations listed above on the referenced property and same were excavated in accord- ance with our recommendations in the-preliminary foundation report and the Building Code of the OISTR: (1) Office (2) Inspector (3) Project I Form 79 ,J • ·} I .•.. JM:tfY~{ELDENGINEERING REPORT • PACIFIC~OILS ENGINEERING, INC. · Client: Work Order: · 4o {) 7 3 &> Clients Representative: .:J/1'{\ Tract No.: Date: / / ~S /;;2_00 I Proj~ct Name: St;A ti; I!' <A.L_ _ Day: _ 77fl-f /2.5 On 1/ Project Location:, ··""C/-J-lt-lS 6~0 Weather Conditions: $uNNC/; COCJL Contractor: Approximate Fin Yardage : __ Type and Number of Rigs in Operation: -DescriptionofProjectActivities: t);JStTc ,.CC)~ P-ooTlAlv /A.15fiCn6rv<:z _ ~ J:'"Q/l tors 4~,.q. ,&MeL} EooTIMrAOTlbmS I Aa7Zht115 lJJE:tee;_\, i G£N/,!l'tl4(C.'1 F11Zm ltlflt2 M!NI/ICU);AIG,, {l&tcb?Zl!:c 7o~. STllL /(YCOS 10 C~C/IAI00.,r LoaSE ..SO/c.-c' ,.,?E,~~1s · . + F'A le /?e'/f.1n1 r d5 /1#0 hi!J'J!Es~· :,1:l •"f?».c1F1 (' StJ/L > ·, . . Site Visitors / Firm: ·~~~~,i~1~1f~~~~~t} For Pacific Soils Engineering, Inc. Im f?o L.i l( JelV .::?. 0 Received by: Page __ of_ ~k) ( i{ _:; KJ dafldrpt.sam '~ '~,i . ., , .. •· .. ~ ·, .. ,.' I, ,{I , D14.lf Y FIELD ENGINEERING REPORT PACIFIC-~SOILS ENGINEERING, INC. m Work Order: 4o () 7 .3 l::, Clients Representative: .::JiN\ Project Name: .5 E 14 VI€' I.A.L Project Location: 'CllltlS $~0 Contractor: Type and Number of Rigs in Operation: Tract.No.: Date: I/ .:;i:::,-/20(.) t Day: 771(,,f/cSCJ/t Y Weather Conditions: 5 a,v,v6/ J Coot...,, Approximate Fill Yardage : Description of Project Activities: (),AJS!TC ;:::'e,,1<., ,#'CoTiNC-I 1v5 /?£ C no rv 7' ' ,., -·~ .,, "~ .,-. ,-' -1 ;.:-A '<' Re/~1111 rd i ,;.N'o ~'IJ>/.JJiEss::·0 • 715 J?AC/PI t" S6.1l > i -• -. 7-;) ('t. 11 ~/:JI r ;r-r-" 1Plf,l?Cte tv(l&.,f' FAX ,Id; $5';?-SGD-03 ~o . ,. Site Visitors / Firm: ·, For Pacific Soils Engineering, Inc. f11 loL/Jt.llZJtl Received by: Page_. of_ dafldrpt.sam I BLJCCDLA ·· ·· ENISIN-EERIN6, Inc. , . Mr. Scott Rudinger City of Carlsbad, Building Department 1635 Faraday Avenue Carlsbad, CA 92009 January 24, 2001 112-19 Subject: Certification of Foundation Forms Carlsbad.Tract No. 98-21 (Seaview); Map No. 14013 Property owuer: Seaview Residential, LLC. Dear Mr. Rudinger, Please be advised that on January 23, ~001, Buccola Engineering Inc. completed a .field inspection of the foundation fonns for the homes to be built on lots 1-3 and 7-9 at the subject project and found them to be set in substantial conformance with the setback dimensions shown on the Precise Grading plan. f?~J?~·~ ·Philip D. Buccola Registration expires on 3-31-02 Cc: Jim Kampbius, MSK Management F-J 112 MSK/19 Scavicw/docs/ltr_rudingcr_0l240Ldoc @001 . 3142 Vista Way, Suite 301 · o Oceanside. California 92056 9 76d/721-2DCX:l Cl FAX 760/721-2046 .:hnica\ Field Servi~es, Inc. *~-!! _____________ _ 1FS Project #: '3 I \ City: {t>-v I tl. Building Permit #:/0 Plan File #: . Type of Inspection: Code: Report of work inspected / observed: Hours · O.T. Client: Contractor: Foreman: ~W\.. Weather: C(arv Samples Taken: Yes __ No_}(_ Type: Sise: .• /' / (./ 1835 Chestnu.t Avenue, Carlsbad, California 92008 (760) 434:2617 • f I •, •" ... ;~ 1 : • ,' ,;t ·: .. -. .. . . ·-·----·--... ----·. . .. --I Fe~ruary 21. 200! SIMPSON STRONG·T-!E. COMPANY, INC. Tl'~ -...i:,,J,i'J ''NC Ea~..,·· •;,,::., C::,,,,n;/0' (;onµ•r.y 2~ N. Pi\'.r. Stn;vt • 81go. Cal:!crnl~ 0:2S-21,2e70 ?!'one: aoe,•ggg.sc~, RE: Epoxy Repair of Anchor !3olt~ 1u• Simpson Strong-Tic SET high strengih epoxy may be used with the appropriate rhreaded rods as an alternative to cast-in-place anchors or, as required, for field repairs cue to misplaced or omitted anchor bc>l_k:. Ancho~s shall be installed in lccordance with the fol!9wi_ng requirement,: · • E,dsting co:1crete strength sh~l! ~ 2000 psi or grl!atcr. \Vhcrc applies, .guidelines sha!! be est1blished. by the, ~ngillei:r of record, to (1void drilling r:eai post-tensioned c:icles . ., Ifthc Strong Wall is not ir. place, then the co:fespcndi:ig Simpson Strong-Tic ten-.p:arc should be· ~sed to en.stir~ ihe anchors ar~ inst:il!e~t vertically plumb a:ic at the cvm:ct locations. If rte Stro:1g Wall is i11 place to rer:1:1.in, th:r. slight overdrilHng of tl.!-, 5!8 ir..ch a:tchcr bolt :ioles wili be required for lnsralls.tir.m oft:,~ ~hear an-::ho:s. This oversize~ mudsill hole shal-1 be filled "'ith epoxy after the f:t1o.l pcsiti,111 of the w:;._~l i, set. lf the hold..:,wc ilnchor.s need tQ be ir,~t:1l!<:d tr.en one-tirn~ removn! & reattachment oi the pre-att.iched bold,">v,1~;; is permitted for i::sta!!ation .\CCcssibility. Epoxy fill of the muds ill shall !!.Q! apply nro~1mJ the i/8 inch diameter holdown epoxy nnchors. Angled installation of t.,e epoxy anchors with tht: use of a bent bolt is also no~ permitteq. • f1."1r the -h<Jldown bolts. drill a l itch diameter hole and ins~.all a 718" diameter. A307 threaded red with 15'' minimum :or.crete embedrnent. l ¼" mir:imum concrete edge distim:c-. 5" minim:.:r:, ccncrete e;id di!l:i.nce a.:1c a 1ni:1imun1 projection ,,f S in.::hes abov2 the ccucrete • for th¢ r.rndsi!l bolts. drill a% i.1.ch dfo::net~-r hole and i:istilll a Sil!" diam•m: .-1.307 t::in-aded roe ·with 5" minimum concret:: embedmcnt, l W' minimum edge dista.,cc, 7 1/2" minimum er.d di$~t\C;;: ar.J a rr:iiu.rnum pmjecfo:-, of 4 :nches al;iovc the co:i..:ret.:!. Epoxy c:ipacities are ih accordar.ce with ICBO ER-5279 whkh.exceed the demand reqL1iramen~s of sll Stron~-Walls. Special Inspection may oe :-eqi.:ired ir: :icco::-dance with the loc:,.l builliing code. _Sir.·cercly. SIJ\1PSON STRONG~TIE CO .• INC. .'fj/7/t- S;i.m Hen~cn . Support Engineer :t, .. r_••.:,,• ... , .·• -~· .. '•','\,Jt,••,:i;·~·· 1• !•'••"' •.• -·~,..~, ... :, .... ,--,.~\ ~.·,i:-··f~•::.-•·~-·--::::•-·:,n• •,,• ......... ;• L•.,,•;:t~,.--·· ,<," 0: ••:-:_.·I.·••.'•-: ~·:;:-:~---•-.;•~1_,:··~-~!j .. :•,:,:•,,•',':;> ~r·..,~:"! '•'.••._,• :l•,,{':~1:r·;·j:,;:_:;~:·~ ..... i.:,{;-.,;:'!'·:~0";--2'.,::_~:ff~t • # • • # • • • • • • . . . . . . . . . · .... · POOR . . . . . QUALITY· i; , . . . f. . ., ! . • ·· O·RIGINAL S . . ' 111111 ........... ,;_,:•_,;,-;·.•·:_ :·~ __ .";J_;T·--...·~-··;-•'i '4 • • I - f :· -.1 •• l • 1 ! •• {.~ 1"UlFICATll90 SJtt !i,PtCJ.£...:: t"4MB..f.) YO'OGIIOS: t,o" IF ~ i-~ •-., b. --., :ii-s 8UH0111oal&: bti llf' &1 1-7 litH: 2-.. IF SIQISTUC, 1-to n: u,n,..,._ SIPPWl"t °" R"OC • ""'· K LA";SI~ !illll'NAf <-t2'GC , i.'llf. cm:: Id INCDI& Al ~·DC iluft. ft:a t .U FUT 'NIP 0a. al!E.11S 1'11!1T 511£.Alla ~s,,"" 31"-1.r lA\11 lli.NnOII lfOl(ASE, • 1.25 SNCU M.o• 0,C • LDAD-UI __ .,.gi.j H ... 11111 '°" DUD - ._ 11N MTJIM OdlD • ,Ol, lU,O - ••• 11V' 5.C~ .f'.i.lP51F ·ac OIIC U.G.• ,s.a t.llS I J!l'-·-·· mTYM c-at:OllD fDR unr u« ~. ,., MO IOrT-~ u~ UMll6 I.CT IQI-IXJNCIIWJ1rn..1. M5llfftl 5 ... f ~ IWQS --l I• -21u~ • , .. MN 11 1• ., ... ·-'5IS!I ' .. •Zl8ll .... aw, 11 :, .. ...-n 11th 1 :t--Zii!31 • l• 2"'5 •J-19111 T• -M-11 ..... ~. ·--,ssa '' s,. -zz,11 •-5-.! ..... ii s-Hl!i TC• -nsu. ... 21•• .... J'! T 7• -au . -,.. zn. • .,.. -i:r.n " .,_ t950 UJT • t121! a1cwr • ft?.) IC•M AlfA ft[t11"CQ tsQ. I .. .JCIDIT I 1.• 9F I Z.111 W I z.e 5"' .JOiiiff e UIQ IF I 2.7ft WI i.'5 SW 311 ll(JII: 'rnMI• oot .,_trk&l .. <l:rlatat:IAm a.a •bovn. -. u. GEn. --..ea• • 1s·-'5.'!· ... a_..• •-~· 11&J1 11. IEA. -_...!NII.• ow·-1.,. l/tlll • 2.1r.:n· Mi 1411f1U. u llf7I. • o.an· ~ 11 ~ i:t. '' 0 Si:lllr. 3/tfi' ,( ;.. J"ilEtlfl.:103 011.re '-I Vaot ta. tn: JA-lf '9151.: J-]&738 *I tllkl\12. n. ·an. • o.ou· • 11 Cflm. a:· l!II06.0II ltlt tlllU lOIII. 11-11_1-oo HB-• U-14-00 J -1 12 ~(.t!O, .. ~ ... ~ ,, Cl • b:4 »112 C.t.&a•e:s--rn.c......,..~.W31t_.. -JHl-00 ---J. L lt-tH>O-~ -.,. t\\::> -'--·----...---i-_ ... ____ ., .. __ _ ------... -----.-----·· ... _ _....,. .......... ..._.. ... __ ........ ~-'=~{~-~ .. ----.1"---u ..,..., :-::::.~,........ . si~-~---·· .......... ... --t. ~---'-·=== .. .w.-:1 il(SU ·k Ila& ........... «Ei1tla4'111111J111all ........ ....... -----------_____ .. ____ ...,...,,, _ ______ .., ___ _ ----. , ----~ ..... ....,._, ............. _ t ........ -.. ....... --.. ------........... .....,, ..................... _._,...,. ... .-.--~~"-J_'7_,!!A _l'l) __ ~ •-fti~iT_._ __ _. ~-... ......... .. -.,_, ........... _.. l =. 6-,.il.-i .. _.. .... ~' -~~.:c,~,z=~·~ --·-·--- I J) ... ID o I,.. $~ .... I ·,. G) ;'. ... Ci) ,... 'JI~ "'° Cil o; ru 'rl ~~ 0, ,... ()<A ~.~ rm -I"' ~,... c~ Ch (I) • I'll z " IO ~ IO IO .0, G UI .. ~ "' 11 •§ ~o (llu ; ' o.vo.i, o t 10: :rn F . .U rnss96at8 7 APR-04-01 09:ea ~M c~~T~USS.ENa. Q]!l4 P.04 ~· .. . . . '• ..... .,. _. 0-l/O.liOl 10: ~tl F.U 8139969187 ~PR-~4-01 o~:aT ~M CA~~RUSS.EHG. ~,o~u:,, ..... ~!rai 1 • 'I '1 t ~~"' ,1,J. ... I-.. ,..,- 111111111111111 LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL (S) TOP CHORDS: 2x 4 OF 12 I-8 BOTTOM CHOAOS: 2x 4 OF #1 I-5 WEBS: 2x 4 OF STO/STUO 1-12 TC LATERAi. SUProRT <• 12'0C. \JON. BC I.ATEAAL SUPPORT <• 12'0C. !JON. 30-10-0 STUB HIP SETBACK 8-0-0 FROM ENO WALL LOAD DURATION INCREASE• 1.25 + LOADING TC UNIF LL ( 36,0) +DL I 31 ,Sl • 67 .5 PLF 0. .o• TO 7' TC UNIF LL I 82.0) +OL I 7' .8)"' 153.8 PLF 7' 9.0" TO 23' 9.o• VERT 1,o• VERT TC UNIF LL ( 36,0) +OL I 31.5) • 67 .5 PLF 23' 1.0• TO 30' 10.0' VERT BC I.JNIF LL I ,0) +OL I 25.6)• 25.6 PLF o· .O" TO 30' 10.0" VERT TC CONC LL ( 293.31 +OL ( 256.7)• 550.D LBS ll 7· 9,0' TC CONC LL I 293 .3) tOL { 256. 7) • 55D.O LBS O 23' 1.0· T 1• T 2• T 3• T -4• ls- T 6= l 7• T 8• ANSI/TPI 2 MEMBER FORCES <IWRGD -6068 W 7• e62 we~ 894 W 9• -2020 W10• 512 w11- ·456 Wl2• 0 B 1• 5558 W 1- -6626 8 2• 6040 w zs -6310 8 3-8614 W 3• -8282 8 -4• 8040 W 4s -8282 B 5• 5558 w s- -6310 w s~ -6628 0 LEFT• 2646 RIGHT• 26416 BEARING AREA REGUIREO (SO. IN) -456 512 -2020 894 662 -6068 NOTE: IX3 BRACING AT 24~ 0.C. FOR BOTTOM CHORD CHECKED FOR IOPSF LIVE LOAD. TOP ALL FLAT TOP ,CHORD AREAS NOT.SHEATHED.$. ANO BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. JOINT JOINT 1 4.24 OF/ 6.54 HF/ 6.23 SPF 9 4.24 OF/ 6.54 HF/ 6.23 SPF Field Repair for dam~ged bottom, chord in one I 2 l complete trusses reQuir.ed. member(ofdoublemember.truss).Attach2x8 WJoln together with J"x.131 DIA GUN nails staggered at , · . • 12" oc throughout top chords. · OF #2 add-on to damaged face with 16d nails 12' DC tnrougnout bottOIII cnorcls. staggered at 2" o.c. throughout. Do not nail in . 12· oc througtiout webs. MAX LL DEFL • -.253" @11 L/240 • 1.513" MAX TL OEFL • -.547" ~11 L/180 • 2.017" MAX HORIZ. LL OEFL • . 066" @ 9 MAX HORIZ. TL DEFL "' .143" @ 9 damaged area. Repair requires all plates remain fully intact and undamaged. 7-09-00 15-04-00 7-09-00 12 4 . 00 c;:;:--C-2.5x4.3 C-2.5x4.3 C-4x9.4 12 ~4.00 co c:, ~ c:, 2x8 Add-on to damaged face. Scale: 1/4" FILE NO.: A13 DATE: 1/15/200 I OCS. OY: (_ ('?:, SE:O.: 26°,216 5 R-346218 AB 04/10/01 C-2.5x7.7 L ' Damaged Area 0.25" I C-5x9.4 ISi k. ., 6' -0" C-2.5x4.3 C-2.5x7.7 J 30--10-00. WMN-: 1, "-ol~Not .. _.W __ • ___ ,.......,, 2. :=:a .... -::1:.:::::_•=~~-C"4 •t • ~ N .... IM :1. 1.s ....... lMfll.,..~...u .... lR .. .._.....,. ... 11 + •• ,. Al 111'1.,.C ..,.. .......... ~ ......... ........,.,...,, ...... ant a...elftt. ....... ~ .... ,,."""" lly ~ ., .......... et~. C•Mput:,.... -IUMMtM ~yfwflf ............ . 110 N• ...... .....Ua.. .......,, • .,..,-~"""' •ftw .. W~ a,,14 f-'*"--~it, ......... twt'-~MY ........... ...., ...... l• ..... 41,plNt•My~. •. c.~ .._. ,.. ~,., .,_, • ..,.,.a .,_,_.. ,.. ~Y ,., "'- t~. ~-.;.p.,.'lt ... lll•tlAatkift •f .. """"""''· 7, Ttw .,....,, .. fumhhff' au\19"' •• "'·Wt.at ..... '"'"""......,_ ... ..,... i,y tt... T.uee Pl~• 1nnftu4. 1n•~ w .... Ttu.•••• ._,.,.••..,,.et ~ --.,_ 4-.a..a......f .... ,.. __ .. __ ·---- O•rwral NotH,:ONlat otherWiN noted: ,. Deojvn10-Porilo~• .. hown. Design conforins to UBC-97 AnVer: 1.07 llL)-W 2. ~~:.-":.i l~,!W! :'.':.~!!~,;~;'.'-10 be i.1ar11ly bu,ced •l 3, 21<4 lmp1ct bridging or later•I bnclr,g required where shown • +-'· lllltall.atian of trun 1• the rMponalbifi\y of the respective contro1c1or. 5. De~" ...._."'4N tru•M• are 10 b• uaed ,n I non--corro•iv• environment, ,1r,d •• for •dry condition• of uae. 6, D«"'9n -..mn fuN betrlng •• all IUppDrl• •hown. Shim or wqe II ,,.~.,y. 7. D••i;n M-aum .. .J~•:•t• t •rain•g• ia prov1d9d, a. PlalN •h•II M toc•t•d on,(,oth rac•• of tru ... and plac.d ao their center 11,-coincide with joint ••nter line•. · 9. Digit• 'indic•te •it• of plate in inches. 1 o .. NJ, hMic d .. ~n vWu or the Computru1 l>i•te. indic•ted by the prefix 11. ;t:· c~~ir~0N~i'}.!~~~ Plat• is inclicatod b the pr•liw ·cw, the d••iafl<l!tor r, Bl indicatM 18 aa. m•t..-i•I i-a uaed. All other• at• 20 aa. ,r.ANllJ'A~l\,'fllf,jC. • (NG..:f(Ait-H;. 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Z> , [F f.1 1-!, 9_0,· 10 ir 1.()· vcm 1 6, ·5310 11 'II• -,r.,g ,n~· -t.o6a '£sg: i, ' OI' :;f('/9100 1··ii? lt: l.-'l'!BIAl!,Uff()!'I.T cw ll"llC. \11111. tie l,A'(!)Ul ~~T, o. ll,C unN J.o· JC) ::io· 10.e• ffftJ T 7• •OOlil -•1 -tti.' 1'3.fll~ .II" TIJ :x,· 10.0" Vl:~1 T 8• c, rCCMELLI 293.3100..t 258.71• !lSO.ltflSP 7' 9.o· tCCONi:lll 2!n.310<!l.{ ~.-,1~ 5SQ,flLBS•.c:.J· 1.0• 1.1:FT • ~ R!l11iT ~ ,!ti4:; ffiJI{: 11.3 MAC:["16 .Al ?-4" II.~. 111A $ !JOH~ CliOIIO C'tECl((;(I l'Oll IDP$1' U'WE LO.tCI. 10P IIIEAflil!IG -~-l'lf°llli!IIRI (SO. JM .:>CIN'f I oC.:.'• a-" I idi" H' I 6.2:J Sl'f All JLU TIJf> CHORG AR::A~I >c)T SHU llltO. I.Ill! IIGITCM CtOIJIIJ UY£ l.l>Afr.l .CT H@!-Cl>'«:IJRRCll!'1. 'I , .MJ!NT g ~-2-' OC-/ 6-.':14 Hf / lt!.2':i 'SP" Field . f Cf 1 00~ <ti ft! broken OU!. f O I 2 I C:11""11•i• trur.~.-,. .--,~.,d. repaer or se IOO O ,om O · IO Ile w,lc,n tw9"thl-r v1th 3"•.131 014 6'.oN nail, ll-lB~'l)~lld ~l 1114'.I' u. DFF1. •• 2S'.!' •H l/:>4n • l •;,3• member (of double member tl\lss) where S!Mwln. nstall a 1 ,. • or. wroultllnvl tDIJ cm-II'<. 141,1 'it l'£F\. • -.so· 111 L/ISll • 2.on· · OF'#1 :.i.x4 add--0(1 todamngecl face as mown and secure kl 'I?" ot llW°nutl\CJ\ll l>OtlGlfi cnor•~. MU ~lZ. LL •llffl •• Ubli" P ~ tniu with 1Gd Mil:nitagoerod at ;;?.0" o.~. thrOlighoul Repair 12• "'· v. ..... .....,. .. i _b,.. . "",c HOR«. rL cert. • .1•3· ~ 9 rcqufros that all plales nttu;iin ruUy intact and und!lmllQed. 2 L i 1 .,_ 811 Rip 92 aad Qn fling le. .x-. "'.e.rt ca at ,. oc. mem'be.r :..,s;: sl\c:vn (24"oc\ wHh C-l,5x2.6 Typical. r-----J~-~-,---""(--_ ____ t~·C4·-00 12 ·--.. ~c::.._ _____ __. __ ·if-----··· 7-li,·CG --, .4.QQr,::;:,-C·h9A ~ .. . 1? . ,::;::? C''"l.ff'-4 . .) 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M.,._......., • .... ,~ ............... ~--,.-....c..-....... ~~ ....,._,.,.... ....... ,Mll .... ~..,z,-.~r,._.,.;....,......,.,,,_ ........ ....,...:.. .... ._..~ C. ~~~--'~-,......._,...,,._ ~~ .......... ,... ........... ~ l."*'..__,.........,.......,. .............. ~ .......... &wlk ........................... do.a ...... '--,.....,.-; • .,,..,., .. ......... -... ---. ~: ~~~ :,."'i:.:;.._ to.,_'"'°'""'.., ... , J-"•:l'JI' conf-• ta 1.SC-~7 .o.nv...-: 1 ·07 UU ·lf 3. ~~!~~~--. , W I ME . -• .... ....,;.,..,.,..,. .... 111..l·h·.......,.... .. ..,.,~. •• .....,_.._,,......, ... ,..,,. ... r"O ..... ,.....,..~ .. ~ ......... ,.~-... ,-. -.-.0....,.-hl<'"'""'-"'"'~ .... -u-,~-<!9-il ,. 0::--~----· ..... -.. .,_,4illliMl .... lllll:~A11,Ml\~,i,llNM. -~., .. .-...,. t+.-!!f_....,._....,_.-.,..-::.r'\...,..,..,, ....... to.~..=--~~--IIV-- 11 ~-'-. ·'· -~-. ... ~ ........... ""'T.:~~----hi .... L~~-· IIL<lft~ .......... J)o,ft,-& ...... c'..-:w-Ailll 1.~1',;J« J) 1J ;T] I ),d ,:, I ,:;i ... j~ I.I (it 7J 2 n :D r H ,] CJ ':l) ~ '"' I• -l· ;tJ ,:: ,:ir 1)1 (i (J, ::;: '1J :r, .,_ , -. t,Jj ,:si •..o ,Jj .µ ,::;i (_I .... -J (! 'TJ ,:i .. ------··----······ ........... ···-·-··--· ····---··--·--· -· -·-·· ..... ·--· .... --····-···· ...... ------·--..... ··-···-· .. -·· . ----··· --·--·. ---... ----... .... ---·--·~-) ---.. ~-'---~ _;_:~:i:~6:i;i~~··-··=~~~~-~-•--~-~.~-~~:~-,~--•~~~-"~:,;.,,~:Li:_: .:~-~=~=;~~.:"'"'-~;~ \ ', , .... ,_ ,.,T·..t ''' \ · THE CITY OF. SA'N O.IEGO DEVELOPMENT SERVICES DEPARTMENT · INSPECTION SERVICES DIVISION Tel. (619) 492-5070. Fax (619) 492-509S SPECtAL INSP'ECTOII ID CARii> Name: !)AVID POPIELA 438 Sigm1tur. • Expiration: Dec11m1Nr 31 2001 1 SIEIIEVIIISESIOEl'OIITYl'E(S)MWOIIICAUTHOIIIUOfOll~IALINSl'ICTION •. International .. , . Conference of;Building..Offic.ials · · · ,,:. · David A. Popiela CERTIFIED SPEC:IAL INSPECTOR .. &tructu@I Steel and Welding 1997 Uniform Building Code The individual named hereon is CERTIFIED in the category shown, having been so certified pursuant to successful completion of the prescribed written examination. '. I Expiration date: Janua 13, 20 No. 0854974·85. A~Mi:.t·~:;µ.,_t::.~~',t;,....~~,-c-,~~ ertificate holder.~ /CBO certification attests to competent knowledge of codes and standards. Applicable experience sh,;iuld. be v.fi!rified by local jurisdictions . . ' ,. ' ;. / ~ -~~ ~ ·---~ .... DAVID A. POPIELA 1462 RINCON VILLA OR. ESCONDIDO, CA. 92027 . ..... ~:~~~~~~~~-------? -·••••,;:;,_ •• \:C[.RTJF-ICATE or COMPLIANCE •' . . . . I HitEBY.-C{Jfiri oo·r f& VI-IN~~ErnD ALL orm ABO\it'UPORT~_D·WOU: . UNLESS OTHERWtsE NOTED I RAVE·fot'ND 1'BIS WOU TO COMPLY·M111·t111 A1PRPVE~~PLANS A SPtcihilONS. · ·. ·.·.: ·· ' .. ~ · DAT&OFltUORT 5-@-0 I UCJSTIR~1JMIEISD-+'38/lcao · ~6.."J/f? 1'1 ·~i ' DAVID A. POPIELA ~ '5-q 1 1462 RINCON VILLA OR. :5 1't:t ~-,, ESCONOIOO, CA. 92027 ~gq_ __ ,...!li,,.l.Ji.~l...Ll~!.,__!Y..,E~---------------;-----.n------- Joli~~Crt" -·--·-----------~-------------------- :·, .:,..,,: -,,,> ' .. -. ·... :_--.' . . :.... -~: :~:::~-~--. .:..:.:,:..·· _:...·. _..;:·-..:..:.· ·;,..;· -~·, . ..._· .......,......,:_._; ___ ;.,........,...,..__,.........;.·;..:.,·. ~-;.,.:;-~· -~ ....... ------------- CERTIFICATE OJ' COMPLIANCE HIEREBY {'IR-Y.:FV THAT I BAVJ:"-.INSPU"TED A.LL Of"THE ABO\'J:-UPORT!D W U UNLESS OTHER'MSE NOTED I RA VE J'Ol!ND TBJS WORK TO COMPLY wn1I 11IE AYPROvttrl'UNS"& ·sPECIJ'll'(ONI.' .. '' .. ,_ . . .. '. . . . .. ,. = -'. . . \ j ~, ;ii j r-,,,: 111 j~_ ~ ' f J ~ I DAVID A. FOPIELA 1452 RINCON VILLA DR. ESCONDIDO, CA. 92027 -· ----------------------------------_______________ ...;.._ ___________________________ _ ' • ' ... =-•• ::· -.. : :__i ;:... •. .'. ', . .. ·: ~ ':. • I m lE«?iEil\o/Jt fol MAY 1 8 2001 ~ ... _____ , ____________________________________ _ NOTE :3 ~ t; 7 ~ P<a. Mt' t: C 8 0 0 ~ IO 2 ; J s: '1,3 :t 'B (!) 0 l l O 3 ; B q .:: . ... . CERT IFJCA TE 01' COMPLIA.-..o 111;:REBY ('fRT~ lHA 1 I HA VJ: INSPECTED ALL or THE ABO\'E REPORTED WO li7-l"LES.~ OTHERWISE NOTED I RAVE foti'ND IBIS WORK TO COMPLYWITH·Tl« APPROVED PLANS A SPECD JTIONS. I, .. Technical Field Services, Inc. Construction Quality Control Project NEime: 5,., . I.. A t' I I" I ! \ TFS Project #: j. I 13 . Date: £/i ;' :, I I Day: -r V --:, I • . • I ~ 1/, . .. project Address: ::,5-1 --; .. Cf 7 _9.q ,, Author: _ (_ . .. ~)t"'U ,1;,:.J : , (I I !r';, > C~y: /r i ; ~ . ,· \} t' J' j C 7 I\.$ ~J t \,_!ji i-Sl;,; Client: Ni~k .;, . . . L,•r I Ji. l.,'t 'l / L.,t; Bu1ld1ng Permit#: (f;0,"7 l:..:Z ?-, ·()·1 i.13 ~t2.,.):)71,1l./ Contractor: I . Plan File#: ·Foreman: T-.. -· ' ,V"\, Type of Inspection: Weather: { ir,,,cl: r Code: Report of work inspected/ observed: I FI. s;L, t,·, t i of ~D-S-hr-iA J.,,t)tj tvJ r /,,,, r s t.vd 11 .\_) i l.J <' -;J (( 1 ; ., ,v .~lit..-q'~ rr~A f • I I,,_,.. ... .-;, b ,, t I ,.,.d,... / \ ,\A . ,, d -t.~ t ,s.t,,..-i t, r:;,, {"1 I ( f);"l ,t ,, 51t~ -\ tf'\ ("' 1~+? I I h ('I._)".;,..< l /. I ,s ... A J [J/\ ,$ ICRi"> '2. ~~ Ov ...,,_ c-' , ,I · _h.utrG< tr,,... ~r-: /{,,./ .., _.,, '7-_r ,,-;:, r,-,,{ 1;:,tl J..,_,J J b/, u.i ("'-' ,-t 10.r L -kc I 1 Vrc'nr +('\ ./ , I .i . I' . 1t..)~ ·" /J,Ur, I A,._,J 4-l)+L,1~1 ro) j I. (' ';')r, ',(,I / •. ,)::,.,)"t,i;r:, l 1 I t, -~-· \ rl .<,-:):,,,; .a_r_,, 4.c., -~ /J,,, (,) S, I"+ I 4·-TAr,~N/ p) · I( rlr/ <, '::(; If ,./ '14 .?)-. ' Id' _(v-.btJ ol,MN1 ( :..C', ,fa/ 1/~I,.) .. .-,, ,. I I -·t-/ p 5" .. =>;t" (;( ;~ I 01,. ~.\A .h,j MI.Vt Lot 2 I -/-/D6 51~' (j ' ,o 6 '\h,) Mf'Jt 4-TL1~l ,) -"'.: 1, ! /?) '.'. (~c_·-, ~-., I 1/4f,_ 1 -e,.J-< ~L I'\ l( I I , /Lj ' .-f_~f_;tcJ ,\,vA if -Loi 3 4 -Tl rhJ ,,/ p "J. < ... :. "cl ·-/4 . ;( I ', tC /!1.,b,,./ "'111>-J-(( .. r ':.le,/ fl/,.)' -:J.J D5' >Ir:' I -J.. 10 11 (' I\, h~ J nt..J r k' Als,., /"\ii ""~n ., /' l ' i 1v'$1A..//,1.L,i1 ,.J ?, I ,, ~"l.. . r ,rJ h,, ~A~ ~or-i ,j 1 • ·:sA1t1r· ( .J ' ' { 3 r.1A 'h,Jc. ~r"'arlSI'" ) • Jlrlr<, 1,·14//.5 +r,r t hr15/" /j"/,.' l,.,+s 7.<l -¼ Cf. 'ltf' rlr-· I I,. J ~,,,+L ,4. .. )1 hti -J.f~ j,JC,+~1{J. I ?Dtr ;d. f } 1J7,)// L,, I ~(, -vtoi)lt No I l / l ! -vlt11-.1s Samples Taken: Y~_ No~ I \,l )/.l"'; rut-i ~,'/" , t I Type: Sise: . ' Quantity in Sample: -- · Inspector:,.-1 -,-I I } City Cert.# Jobsite Representative: rr:+ J;,: I ,I) f..? r 4 '\}(-• JJ·1~ ICBO# S06.1 cl 13 -<£'-I Type: X . 01-'1 I It! /--·7 /ll~ I --i ,, .. -· / ,,/I /1 <-,/j . 1-/._0 ,.,/ ~ /.,/ ... /' /.· ... / ~ . 1/,,~ . Inspector. Signature Hours O.T. 1835 Chestnut Avenue, Carlsbad, California 92008 (760) 434.2617 . )2 -\ &.' .,., -{ ::i I 'I ;J LI IJ :r L r: ~ :r ~ ~ ::, LI ~ I ~ 1.1 L L LI L .. .D n 'Y) jl .0 n .... :0 n J) -;:t -;:t 'Y) ='I • -I S) S) :'I ..... :-ri, S) ..... -;:t S) TAPER CUT &TL,. TO ROCF FITCl-l $Ee. TOP VIEW ·: ~ . 'i -~ ill•· . IL PROV(DE TYFE 3-Sill. ABOVE ~x NAlLER TO ROCf'. $HT'<=. ~,_,-.... --->-------- .P.1 F. ~ 1/, 11 .4. •: "' ;; I -... ¥·· .. ' .... r,.-~. FER FLAN ". 1/411 STL STIFFENER w/ 3/lio" FILLET (EA. END) . . . 5&TBZ0 fl f'OlJR).~· .. 5111"SCN '5ET' EF.OXY . (ICl30 No. C:R-521':l) TOP~ATE &TEEL FRAME L -! -I r=== _JI= . ",.=I.-. .,,.__ 11 1 • -:1 =:=::;:===-- [TOP VIEW I [~F'L.ATEi 10-16d INTO let) GA. $TL. AN::;.LE . STEEL FER FLAN 3~"~ X le'J" ALL-THREAD tJ!Jti I !:lb':J,;J!:Jb rl:.l~t-'t:.1'(-I l'(t:. V ll'IU 1-\1\vl I ~ lo' o.c.. ·~ l>l· ~ " ~ ~ \ r r ';;-,,# ..._ \ oL ]> \. I tJl I'\~ 0) () · t . . . . ,~,} . "); '; ~~ ,.. . -·· ..... ~ .. -,., .... }l 1i" ~ • -t t -~ ,:t PACIFIC SOILS ENGINEERING, INC. 7715 CONVOY COURT, SAN DIEGO, CALIFORNIA 92111 TELEPHONE: (619) 560-1713 J' "'072,. WORK ORDER NO.:A.f.Ji ;·· )(r:J -REF. WORK ORDER NO.: _______ _, __ OWNER OR CONTRACTOR:_X~1~'t~SJ_<"'--------------~------- DATE INSPECTED:....,1:....:1'-+-/4=---t.1 __ /4_0_0_~-~-~--------------- ' I TYPE OF EXCAVATIONS: CONTINUOUS FOOTING __ / _____ SPREAD FOOTING ______ _ CAISSON_..,....-___ FRICTION PILE _____ SWIMMING POOL _____ OTHER ____ _ DESCRIPTION OF EXCAVATIONS COVERED BY THIS NOTICE: l .,,,-1/ • /) ·" L l . ,J . . , \..,/U.,1t t....'5.-$-;,/..K< /'.J')vHL Tt .i); 1 'lf/i.-:-!·'cr; /dti-1}'11 ,..._,_::/-1,-f-:" ;;, --r J-/ / 7 .... -~· , I ·t The undersigned has inspected the excavations •listed above on the referenced property and same were excavated in accord- ance wit~ol!i" recom7,tion; in the preliminary foundation report and the Building Code of the L1t1ld l)( i:Js.6.;11) . I()~-= DISTR: (1) Office (2) Inspector (3) Project PACIF~JO·ljLS ENGINE!:RING, INC. BY: ,:.,~r ,r.:t,;,;,1-t'// :v· )' i ilGNATURE .J Form 79 .. , ., -· ·------.~ I -~ ... --~--- DAILY FIELD ENGINEERING REPORT PACIFIC SOILS ENGINEERING,-INC. Work Order: L/tJ()--7'.36 Tract No.: Date: // fa Y~ ·- ProjectLocation: Weather Conditions·---.,___ Contractor: Appro_:ximate Fill Yardage : Type and Number of Rigs in Operation: _I Description of Project Activities: · Site Visitors / Firm: For Pacific Soils Engineering, Inc. I\ Page ___ of_ ' ,, ' j. ~ . ' / ___ __,,..,,-· dafldrpt.sam ' ..,.; •,•~I "'- PACIFIC SOILS ENGINEERING, INC. ....... , t' ' -. ' ~ ·, -\·····2:;·· # . . \ 7715 CONVOY COURT, SAN DIEGO, ·CALIFORNIA 92111 TELEPHONE: (619) 560-1713 NOTICE OF EXCAVATION· ·INSPECTION JOB LOCATION,--=/~2--~;.<..A_,,t1 ...... ; ·-=~-=-w~J'---'=-"J~, ~<-J" ..... ~=<;~"'-"--:r_-_(J_._ "'-µ_12~1--=~-'-".ra-'-~-"'-1=-1 ______ _ WORK ORDER N0.:_.4._0_0~£~~~~-----REF. WORK ORDER NO.: _________ _ owNER oR coNTRACToR:_L-/j"'--v,,_(.;.S_.K.'--Y_,__ ___________________ _ DATE INSPECTED:_.:,;_,~1./-'M,e;__:r::...;.!t .... /) .... 'a"'----------------------. . I I TYPE OF EXCAVATIONS: CONTINUOUS FOOTING __ /~----SPREAD FOOTING ______ _ CAISSON _____ FR.ICTfO'J(j'pfLE_~--~· SWIMMING POOL ____ OTHER_.-~-- DISTR: (1) Office (2) Inspector (3). project Form 79 4-., i •• ' "; .,·:·, • ;r ... : • ,· • -· .,. • ,,-i,-.·-..·--~-~ f-,-:.• ....... -' : •........ ,-:: , ·:·: :· • • {, • ., ~-:·-':·:·:·-:-:,:,;"•.•.·/--:,-. -t'i • r •• • • :,-• ;, • , • :.::.:. .... -• ; • ·: •• ! ~-.-.-__ ... • '• ·-::\ .. --~? ;-· • ·~·,., ;~ 1 :.,-~· ••• ~ • ..: :·:.-i "-:' ;\"\ -~-~ ..... ~:-1· •: I , .,: .. ,:~: ·t;:;:-:-:;~ :~~:-:: ·-.::,·:·:;-'.~ f:.i?f~{ . . . . . . . . . . . . . ·-... . . -. . . . . .... · POOR . , . . . I QUALITY· ' . i: f !·:.,. r'' • - • ·< l. . .. . . · . O··RIGINAL · S . . . . 11/14/2000 11:11 858755'3355 ARCHIT CTS Novem~ 1_4, 2000 TO: City of Carlsbad Inspector RE: Seaview Development Dear Inspector: LAWREHCE PEPPER ARCH PAGE 02 Lawrence Pepper Archlte s P.O. Box95 3 16236 San Dleguito Rd. ste. 3--O Rancho Santa Fe, Ca. 92 Tel: (858) 75S-58 . Fax: (858} 756-83 I am a~are that. due.to uncertainty in grading that t,ie house stem walls need to b adjusted to allow for proper backfill of pads. · If you have' any questio~s, please call me to discuss. Sincerely, LAWRENCE PEPPER ARCHITECTS d, L&wrence I!::~ -- Architect . ' UL!Ub!LUUl ll.~o I -l-1 o t-.•-. , , ,.__, -· ._. • ,, _, . -. !I iRl~~~~P.i~~::\;~-:~7>.~ -:~:~.~:;~:. ·-: . -·. , :··-::::.1:~:'.·.-·· : .. -... '.!,! .. .,?rt-::'.·;;(;:.:·:·!.:··:'·,.,_ ,;: ·:·:_·::_:~:~0"!.·~::::~;?~:~-~~~7> , , ... ! ·-~::·~~t:~~~~~-:~: TAUS ·JoisT MACMILLAN · A l.ltnlt..a Pannen!liP. • .. r • I • • I Sf4J..J./3 ALLOWABLE-NOTCHING-AHO DRILLING OF . .. . : . . . ¥'1ICRO•LAPP LVL and PAAALLAlft PSL ·. JOISTS, BEAMS, and HEADERS · ... . . • I , f.JO J.JOT'~~ lt,Jl. IU • . CA'PrftS!.: ,Tl4l C.0 os.-·. x..,_ ..... _ _,..__,,...,..~~~-1 :SP.,. \.l : . , 0 ; ... ,. 0---------•M•m---0~--• . _.· t-1AlelM~:H·.·1½_11 ·olAMCfr~_rZ-~~\,..,;;-1 . · · ~Ct :t. 111 F~k G.Cl'\.,.ITISSZ.L:.l f..J1iit t:>.~ Bstbt-1 -I • • • • ~ W' Psi-l~\... IU Ml c,;ot....s; t';'P !.:.P~J-l . :Borinv 1nij ·notcMng o( the ·1~ ··10cr-o~L.;;. 811111:wt-11 be--~pproved µ~on rpect1l 1n1pee\ton; on a c111 b¥ c••• b1111. Hg·borfng and notching of. :ih• ""' belffl .wf11 .be. 1~prov1d by·Tru, ·"Jo1-st. w1~ij~ut ·a ffx, 11' bora ~n · . ·1noich. ire on ,_ue an~ ·or btam. ·i . - , /. ,.• . . . e-l>k10 8-1• O!ISN · UM CltJn111tiDi MeM IJ,L 110:l . 8t.a.Dl•av. eaur.r.1. ,nu·. Pbetaef (flt) 111.eoo 1ee·3gtJd :.··. --- , .. ~EB-09~O1 FRI 10:08 AM Dixieline 28th St ~~ 12/06100 FRI 11:N FAX 1 208 331 3139 FAX NO. 619 474 7849 P. 02/10 @001 · • ••• . . American Institute of Tt,m,tt Con»truction . 7012 S, Rnlffll Plutlnr • S1111 140 • Eftgllwood, CO '"12 • ~ 303-792-9559 •_F,x 303-7i2-oa69 GUIDELINES FOR DRILLING OR NOTCttlNG"OF-. STRUCTURAL GLUID LAMINATED TIMll!R·EAMS June1997 ,. Jntroductfpn TechnJcal Note 19 . This technical note has been developed to *881$t er,gineer$, architec-ts, designers, bu!Jdlng officfals and others In twllW.ting the effeet. of notching and drHUng of holes In structural glued laminated timber anctfl:1-provide guidBJines for drilling and.notching. Structural glued laminated timber is an. engf~red stress-rated pr(?duct. consfsting of wood and adhesives, famlnated In ac:cordance with American Institute· of Ttmber ConstNctlon standards. The ANSVAITC A190~ 1.$Wlderd and referenced AITC standards provide the minimum requirements for manufacturtr11:il"d design. Glued laminated timbers are typically used .. in .. bigtlly stressed engineering. applications. Therefore, it is very important that theSf' membem:notl>e drilfed or notched in ar,ty manner which would ·adversely affect their structural ~-Particurar attemlon $hall be .9iv~ to portions of beams stressed in teMi~ ·pai:alle! to grain, and/or shear parallel to : grain. Drifting or notching must not nssult in Cl91!11iA9 excessive tension perpendicular to ~rain stresses. ~proved engineered shop drawings ;hould detail-,all-drilling and notching. 'When $uch drawings do not exist, any driUing 0r notohing~--be approved by a designer. The designer is ·an engineer, architect or other person-:~tent and qualified in engineered . ti~ber design. A limited number of hOrizontarlYoles-may be dn11ed without such approval as described in the "Horizontal Holes" seetion ·on page 3 of these guidelines. :Purs,ou Toe purpow of this T80hnloal Note fs to pro,ide.~uidellnes for drilling .ind notching of glued laminated timbers. These guidelines ~bie to hot~ that are to be used to provide access or •open• holes and are rrar appbble to holes drHled for mechanical fasteners or connectors . . FEB-09-01 FRI 10 :09 AM Dixie line 28l h Sl FAX NO. '619 474 7849 .• _U/08/00 FRI ll: S4 Fil 1 20& 331 3139 . :·· .r ~- i 1 t·: ~ i:- ~;·_.. l-~·- ~, .... . • :r~-· ·;.,:·· ' 2 A/TC Technir;.a/ Now 19 · ~h!m!£'o Gujd,tioni . Prilling and notching, except as noted lrt Figure 3, should be approved by the architect or engineer of record or, if there is no project engineer, a qualified designer. 1. Prior to doing any drilling or notching, the designer must verify that the member is properly designed for the in-service span and loading conditions. 2. Following this design verification, the effe~ of any required drilling or notching should be checked by the designer. The designer mijst consider failure mechan1$111$ which could be induced by drilling or notching. The fabrication of holes and notehe; in a glued laminated timber creates stress risers around the cut areas. Only minimal information ts available to the designer to 3$$t!S$ the effect of the~ stress risers on structural perfonnance. In order to _understand the magnitude of the effect which driliing or notching may have on reducing the load carrying capacity of a member, it is necessary to understand how the lumber grades are selectively positioned in the fay-up. · An unbalanced lay.up member i$ typicaffy used in a simple span beam. A balanced lay- up timber is typically used ln a cantilever or contlnuou$ $pan beam. TOP TOP B A B C ,t~-f-.:,:_.::·. C B B A A t:1t ·. · · ... · : : .. · f._,·;_,: ..... ;:.. • . . • . ~::,::i:-;· · ... ·. · ·.· fig, 1 UNBALANCED LAY-UP Fig, 2 BALANCED LAY:VE t·: ~. . .. · The des~ner should refer to AITC 117 -Manufacturing and A/TC 117 -Design for tt¼:· ·.. · additional information. Both of these standards are referenced by the three model ·~·r.--:::·_,: ~~i~i~ ~e agencies and by virtually all .building code jurisdietions in the United States . . : ... :~~1lr?f~~;~~~~~~~r,;;\~;~.~ .. -: :_:-··· :,.: .. ~'.·~\.:":-' .; ... ·; ::: :.:~:~.: .. : :_ '• ·.·.·./.;·.-:';.~::·;;.:.::--.··--a~~~~-... ·. P. 03/10 @002 • •• • FEB-p9-01 FRI 10:09 AM Dixieline 28th St .l.2/0S/00 FRI 11:55 FAX l 208 337 3139 FAX NO. 619 474 7849 P. 04/10 @003 • •• A/TC Technical Nale 19 3 1, HQLE DRILLING · _When f'.loles must be drilled through glued laminated timbers to provide access, no load is to be· applied or supported at the hole unless the load is considered in the design. Some conditions which may require drilling af a glued laminated timber are to accommodate the passage of electrt~ ~nduit, sprinkler lines or small diameter plumbing lines. . . . HORIZONTAL HOLE$ (through the width of the beam). Crttlcal Zones for Drilling: The following guidelines are for field drilling of horizontal holes in uniformly marl.Id afmplt ... apaa beams which have mu been shown on approved engineering drawings or approved by the designer. Fig. 3 ilfustrat~ the crttfcal zones: 1. Maximum hole size is 1 .. 112· dfameter or a hole diameter equal to 1110 the beam depth, whfehever is smaller. 2. Hofes should not be drilled in any portion of the member desfgnated as a critical ;c;one. See Figure 3. Elsewhere -field drilled holes must be a minimum of 4 hole diameters from the top or bottom s~ of the beam and a minimum of 8 hole dJameters from the end of the beam. The distance is measured fi'om the edge of the hole to the nearest edge. 3. Number of Holes, The number of field added holes (not including holes related to connections) shall not exceed one hole per each 5 feet length of the member Q.e . .4 holes in a 20 foot member). (This Nie does not apply to spacing of holes.} 4. Spacing between holes: Field added open OC' a~ss holes not shown on the contract draWings or another open access hole shall be a minimum of ~ hole · diameters (based on the largest diameter ·of any adjacent hole in the member) from any other hOle rn the member. The ·distance Is measured between the nearest edges of adjacent holes. 1 r I L. = t.ENGTH Of Sf.AM L/-8 fj/l d/4 ·_-.···· ':·. &uppcnt fjg. 3 SIMPLE $PAN BEAM t . FEB-09-01 FRI 10:10 AM Dixieline 28Lh St ·• l!IOS/00 FRI 11: 55 FAX 1 208 337 3139 FAX NO. 619 474 7849 P. 05/10 @004 4 AITC T 8Chnieal Not& 19 VERTICAL HOLES A vertical hole reduces the net width of the beam at the location of the hole and may significantly reduce the beam's bendlng strength, Prior to drllHng any vertical holes. the timber designer shaU be consulted. It is recommended that drilling vertical holes in glued laminated horizontal beams be avoided whenever possibJe. Not only Is there a reduction in section properties at the vertical hole, there are also stress concentrations due to the discontinuity of the wood fibers ;,t the hole. The magnitude of the stress concentratlon and its effect on the strength of the member at such vertical holes has not been adequately detennined by research. /ls such, it is prudent that a conservatJve approach be taken by the designer in the anatysis of.such vertical holes. The following steps may be taken in the evaluation of vertical holes: 1. The section modulus at the vertical hole shafl be based on the net width of the member less 1.5 times the diameter cf the vertical hole. 2. The maximum pennlsslble extreme fiber stress in b~ndirig for the preceding adjusted section modulus shall not exceed the allowable extreme fiber stress In bending for the specified stress grade combination adjusted for end"use conditions as recommended in the 1994 Edition of 1he AITC Timber Construction Manual. • 3. ·The area for the dwtermination of shear paraUel to grain (horizontal shear} at the • vertical hole shall be the net section at the hole. · 4. The minimum edge distance from either side of the member to the center of the vertical hole shall be ,a times the diameter of the hole. 5. In atl cases, 5harp bits and drill guk;Ses should be used to insure the afignment of the hoie in the oepth of the member. 2. NOTCHING These gutdellnes for notching apply only to horizontal beams and not to sloped members · such as roof rafters. The designer should eons ult AITC 104, Typi,;al Construction Deta,7s, for Information regarding sloped beams or rafters. Tens.ion Side Notchea. ·Tension $Ide notches result In a decrease In strength caused by stress concentrations induced at the oomer of the notch as weli as a reduction of the seetiqn available to resist . . the design stresses. Notches further induce tension perpendicu~r to grain stressss ·which !ntetact With the shear parallel to grain forces causlng a tendency for the member to split along a line extended from the comer of the noteh. If the buildi09 code pcrmlts notching on the tension $ide1 and recognizing that e&rtaln field conditions requite notching the member on the tension faee at end bearings as illustrated • by Figµre 4, 1he capacity of the beam may be calculated and evaluated. The AITC Timber Construction· Manual provides a de$lgn equation for calcuJating the effect of the notch Witt'I th9 ~trictlon th:at ~ depth Qf the not.eh is limited to ::a maximum of 1/10 the depth of the member. · FEB-09-01 FRI 10:11 AM Dixieline 28lh Sl FAX NO. 619 474 7849 P. 06/10 li!)005 12/08/00 FRI 11: 55 FAI l 208 337 31:>9 AITC T«hnJcal Nots 11 ••• Eq. (1) • • ~here: fv = the calClllated horizontal she.at {psi), Rv = the design vertical end reaction {lb), b • th~ width of beam (in), · · d =.the depth of beam (In), . de = _the depth of the beam Jess the dep1h of the notch, but not less than 0.9 d. d GLUED LAMl·NATED BEAM d. ~ 0.9d Fig. 4 End B§@rfng Notch Under no clrcumstancea should a simple span glued laminated timber beam be notched on the 1-nsion face othet than at an end bearing, A gradual tapered notch configuration In lieu of a square cornered notch or mechanical reinforcing at square cornered notches may be used to reduce the effects of stress concentrations at the reentrant comer of notches, . The bearing capacity of the exposed wood should be calculated and evaluated. The density of the WOOd controls the tabular design value for compression perpendicular to · . · grain. The outer tension lamlnatJon and the next inner lamination are typically required to be dense grain. Other inner laminations are typically medium grain. Notching may expose medium grain and therefore reduce the bearing capacity. Compression Side Notches. In some instances, it may be necessary to notch a beam on Its compression side at the end of the member (see Figure ~) .. For this condition, the shear parallel to grain capacity should be cheeked using equation 2,: fv :s 3R 2b d-( da!' )· Eq.(2) ' . ; :- FEB-09-01 FRJ 10:11 AM Dixieline 28th Sl l.2/0$/00 FRI 11: 58 FA! l 206 il37 31.39 FAX NO. 619 474 7849 P. 07/10 @ooo 6 A/TC Techn~t Note 19 where: fv, Rv, b, d and d, are defined by Eq. (i;, and • e = the distance that the notch extends from the int>ide edge of the ~upport (in). ~,... ____ J_ I ...lir I I I d !\ GLUED LAMINATED BEAM:f I I I I I l I ...lo ... . -Fig_, 5 End Notch on Compression Side • n I d b . I l I d1 ~ D.6d I I I I I Elg_8 comoressis2o Side Notch where:a<3de or 1/8 simple span length, whicheVer is the les$er distance, and, e is the distance as shown to a point on the beam where the extreme fiber stress in bending on gross cress -section (bd) s; 50% of the allowabJe extreme fiber stress in bending adjusted for end -use conditions. For this condition, the depth of the notch at the end of the member should not exceed 4-0% of the depth of the beam. A tapered notch may be used for this condition or a radius may t?e used at the notch root. h,..,....,...,:,.. .. -.IJY .,. 1.-..,..,,...,_ .. .,"I.I + .... ""tf ',II ('n• ,-,ro Q,4,...., ,.. .... +ch ae-.-.-tho ,.,:',,jf.h ""~ f-hA .,,_.,. r,~? v-vv<,:,·~:uv11wu 1 , t'7 11vv-..,v..,,..,, • ..., -.,,..,.i. w w~u\,•""-' ¥'-A~¥ • .,_,. , Jv-.>..> .._,_ ~ .. ,__..,... ""'' w•v """I"""'' G"II ·_ g1Ue<2 1ami~ted timber member to provide for pa5'Mlge of a small diameter plumt>\ng or · conduit n.m. Such notches should only be cut in areas which are stressed to less than •• • . : -FEB-09-01 FRI 10:11 AM D1xieline 28th St lZ/0~/00 FRI ll:56 FU 1 203 331 3139 FAX NO. 619 474 7849 P. 08/10 ~007 -~:-\· .. !(\::,· ... , .. ' .. •• -• • ;~• ••• f .. :• ••• • •• • 11, .•--.-.I .Arre TechnicelNote 19 7 50% Qf the allowable flexurai stress and the member stresses snouid be checked based · on the reduced section properties resulting from the notch. Notching for Hangers • .. •, C:r•4-i's"e"ad h!nl':!e c ... nn~--•:-~.. ~e n""'cess~-, ...... ,....,,;,... f',..,. +ha ""~'"' fl+ r.f ~ ltWI I' I t • ~ ,_.._,.,_,,;,.,. ttf I 1lii. ,-., ~"" ,.,IWTl._,W ,.._., _,_ ••--•• H• •• - _ c:anti(ever h(nge connector ·is a comm~fy encountere~ field situation that requires the cutting of a notch or dap. For cantilever hinge connectors, the notch is cut In an area of zero bending stress and is nmited to the thickness of the steel plate. When using this type of connector, It is impooant to property position ~H! to accommodate beam .shrinkage. {See AlTC 104-84 TyplcaJ Construction Detalls for additional lnformatJon.) Top m"'-"n .. ·""ddl""-4'tJol'\A "'·n~e-"tTI"' _.,..,..;. ___ ..,_ 41.. .. t !'ll"e.d , ... -r ....... ..i ___ ... ,..._ r:o• w~ .,_ W .. ,.,... l.i.11 ;i h .. /"\JI w l~w1111111n::111,1~ MICI l:I W'liil CIIIIIIIChQ'-t .. ,c .. ...,,c;;,~ 1 l be clapped at top mounted hangers when thethfcknessofthe metal is such that is does not interfere with the installation of the floor or roof sheathing or decking (See Figure 7). ln many C8$9$, the thickness of the hanger metal ranges betWeen 3 gauge (1/4 in.) to 12 _ s:auge (1/10 In.). If necessitated by the metal thickness, the depth of the notch· (also known as a dap), should only be cut in compresslon stress areas and limited to the ·. thickness .of the metal. It is customary practice to consider shrinkage in the depth of .-supported WOOd ·members in the determination of the depth of saddle type hangers that may result in the top of supported member being aboVe the top of the supporting member at time of instalfatlon. VVhen continuous or cantilever beams are used, AITC cautions the user that portions of the top of the member may be stres$ed in tension. Notching in th~ top and tension portion of such members should be avoided due to tension perpendicular to the grain and horizontal shear acting at the re-entrant comer of such notches. ~ earn "!er"""\ -.. 11, ha \.l l ~lue.:t lamiMt«Mt joi~ I I 1 ouppo~memm I I ,, • • I . ,J 9I~ lam,~ tlml,&tr" 9tr..,_ e;uppo~I~ 1t1eml1er fig. 1 To12 Mount $,addle Hanger In all cases of dapping a glued laminated beam to a~mmodate a metal hanger, the designer must check the member stresses based on the reduced section properties resultfng from the dap. ln addition, r,,g~rdles~ Qf the need for field notching, all notches shouki be cut accurately. FEB-09-01 FRI lD:12 AM DJxieline 28th St 1,2/08/00 FRI 11: 56 FAX 1 20& J37 3130 FAX NO. 619 474 7849 P.09/10 ~0(18 8 AfTC Technical Note 19 3. OTHER CONSIDERATIONS Pressure treatmen~ If tt becomes necessary to notch or drill a glued laminated timber which has ~ pressure Impregnated with a preservative treatm~nt, all cut surfaces should receive a field treatment of preservative. Field treating ls needed to ensure that a protective coating Is applied to any exposed surface of untr~ wood which may have been Jnslde the original treatment envelope. A commonly used field preservative treatment is copper naphthenate. Refer to AWPA M4 for information and requirements for field treating~ 4. .QIHl;B SIBUCIUBAL APPLICATIONS This Technical Npte addresses the drilling and notching of glued laminated timber bending members. However. similar considerations and limitations should be applied with respe~ to field cutting of any glued laminated timber member. Members such .as column·s, ·arches, truss members or ot'1~r member types should be evaluated for the effect~ of drilfing or notching and approved by the. designer. Loading Conditions other than Uniformly Dlnibuted Loads. For other loading. ·condjtions, the engineer of reeord or, if there i$ no engineer of record, a quaftfied designer should be consulted for evaluation and approval of field drilJed hOJes and notching. Continuous and Cantilevered Spans, All loading con~ftions. Field drilling of holes and notching in glued laminated timber for an combinations of continuous or cantilevered span& am1 all loading conditions should be evaluated and approved by the eng;neer of record. or, if there is no engineer of reoord, the des~ner. Generally, continuous span or cantilever span beams should not be notched in the top of the member over the support where negative moments are maximum nor on the bottom . side of the member in the mid span area of the positive moment sections. l I I l I 1~3..0 l I ..:..-I r thartfM L°'!'"G I I I I l • It • • •• J ..... Gl-4 Ei~ a Mul1t,B.pan oc cantilevered Beam • . FEB-09-01 FRI 10:13 AM bixieline 28th St FAX NO, 619 47"4 7849 P.10/10 @009 l.2.'08/00 FRI ll: 57 FAX l 208 33i 3139 • •• .-.-. .- ,, . ' AJtc Technical Note 19 g Holes. for Mechanical Fasteners and_ Connectol'$. For the fnstalJation of glued latnlnated timber, it is often necessary to drfll holes In the member to attach connection . hardware. AITC Stanasm 104, Typical Construction Details, illustrates and describes various connections commonly used. AITC 104 also indicates certain connection details which should be avoided. Two specific types of connection-details to be avoided are: 1. those which will induce a tensJ9n perpendicular to grain stress in the member,_ or 2. any connection which wiii restrain the memoer from i~ n«tu, cai t1::nut:111,y ~v ch.=.n~~ . dimension (shrinking or $WtUing)_when subjected to changes in moisture content In most applications. dimensionai changes are relatively small for glued laminated members. but must be considered rn a proper des~n. Ref et to AfTC 104 for a complete dfscussion of connection detailing. SllSpended Equipment Support. The :necessity to provide support for building . elements such as fer suspended conduit plumbing fines, mechanical units or cemng fans fs frequently encountered in the ffeld. As indicated in AITC 1041 such imposed loads sh-:it!!~ -be ~uspended rn such a manner that the load is apprted to the top of the member (see F!gure 9) to avoid Introducing tension perpendicular to grain stres5es • • I J G UED LAMf J. J. J. eec'tlon•• .. Fig. 9 Connection Retail fgr Suspending Hem Lgads If it is necessary to dn11 horizontal holes for support of plumbing lines. mechanical units or other suspended loads, the holes should be loeated in fhe compression zone of the member and In a zone stressed to less than 50% of the design flexural stress. All effects of these added loads must be considered in the design verification of the member. For light loads such as small plumbing lines or electrical conduit, fasteners should be r,ositioned at least 25% of th~ depth or 4 laminations, whichever is greater, away from the tensiQn face ofthe member. ., 1:108/00 FRI 11:57 FAX 1 208 337 313~ 10 A/TC Teehnical Note 19 Refer,ne,~ ·1. Arre 104"84, Typical Construction Details; American Institute of Timber Construction, ·1012 s. Revere Parkway, Suite 140, Englewood, CO 801"12. 2. AITC Technical Note No. 11, Checking In Glued LaminatfKi Timber, American Institute · ofTunbetConstruction 7012 S. Revere Piarkway, Suite 140, Englewood, CO 80112. 3. AITC Technical Note No. 18, Evaluetion of Checking in Glu~ Laminated Timbers, American Institute of Timber Construction. 7012 S. Revere Parl(way, Suite 140, ·Eng;aw:;:,::. ~~ 80112. 4. Timber Construction Manual, John Wiley and Sons, One WIiey Drive, Somerset, NJ 08873-1271. 5. "Design Criteria for NotchlJd Wood BHms", Greg C. FoJiente, Thomas E. McLain, and Frederick c. Pneuman, Joumal of Structural Engineering, September 1992, ASCE, NewYork, NY. 6. A\/-IPA M4-95 Standard for the Care of PresetvtJtiv&-Treated Wood Products, American Wood·Preservers.Assooiation, P.O. Box 286, Woodstocks MD 21163--0286 ~010 • •• • r 11rrnrnru1 LUMBER SPECIFICATIONS SIZE SPECIE GRAOE PANEL (Sl TOP CHORDS: 2x 4 OF 12 1. 2 BOHOM CHORDS: 2x 4 OF 12 1., 2 WEBS: 2x 4 OF STD/STUD TC LATERAL SUPPORT<• 12"0C, UON. BC LATERAL SUPPORT<,. 12"0C, UON. 'I :muss SPAN 1s·-.qo 1• LOAp DURATION INCREASE'• 1.25 SPACED 24.0" O.C. LOADING LL( 16.0)+DL( 14.0) ON TOP CHDAO DL ON BOHOM CHORD • TOTAL LOAD• 30;0 PSF 5.0 PSF 35.0 PSF BOTTOM CHORD. CHECKED ·FOR 10PSF LIVE LOAD. TOP ANO BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. ANSI/TPI T 1• T 2= LEFT= SINGLE MEMBER FORCES -848 8 1• 801 W 1• -848 18 2~ 801 56d • RIGHT • 4WRGO 80 560 BEARING AREA. AEOUIAED ISO. IN) JOINT JOINT 1 .90 OF/ 1.38 HF/ 1.32 SPF 3 . 90 OF / 1 . 38 HF / 1 . 32 SPF MAX LL DEFL = -.025" I! 4 L/240 s .771" MAX TL OEFL • -.056"' I! 4 L/180 • 1.028' MAX HOAIZ. LL OEFL • .ooe· I! 3 NOTE: REPAIR FOR BREAK IN (B-2) WHERE SHOWN. ATTACH 3' 2X4 DF #2 ADD-ON ONE FACE CENTERED ON BREAK W/16D NAILS STAGGERED AT 2" OC THROUGHOUT. DO NOT NAIL WITHIN 2" OF BREAK. MAX HOAIZ. TL OEFL • .018" I! 3 -----,, _ _J!-_0_0-_00 ________ ~ 12 4 •. 0Q:i:::,::::::=--C-4x4.3 4 3• a in ..... ¢t I 0 C-1.5x2.6 16-00-00 /J' ,, MI(;UEL1 GARh't{, r·/15913, (Lot /15) FILE NO.: C6 DATE: 9/25/2000 OES. BY: ~.5 SECl.: 164589 !'{ R-308442 BS 03/02/01 WARNINGS: 1~ """ • o....a N•tN an• Wemln1• Were o.nttNOtlen •f 1nat•"· 2. auldet and~ o.n1raat., thwfd 1M td\111114 •f • Oen•.a N•1•• anll Wamhp ltef.,_ ~ Mfflffl.noN. 3. 1113 oa...,,-.1an w• bradnl lnlll1 be~ where .tl•wn +. 4-. •• la1 .. 1 ,.._ re1htlnt •"*''' •uah • t•..,.....,Y anti ,.,,,,..,,.,1 br.dng, mun b• t1esl91'1MI an4 ,,....w_., by tlNlen• •1 oofflfNC• lffllctw•. Cornpvtrus UIUfflN M ,_ponMltlltty for .uoh IK.dng. 5. N• lo•II •h•uhl •• .,._. t• MY Nl'flpN'Mlnt untl af'lw all lna'*'9 and fa.tenen .,. oo"'PIOle, and el no tlm• 1houfl(I wiy loltft .,. .. ., "th.a, chslgn load, bo -,.pllM t• IMl'f oe.,.eftMlt. er. CO"'fluiNa ha, rw oentrwl .,... wnl .. ,u,,. .. no rNp•nMl» .. y for th• fabr1o.allen, handing, thlpmlnt 8lft4II lnat ... den oi CltfflPOMntl. 7. TN• dH'9n 1, fuml"'-d ~ to W Nmk'11on• en 'INH dNlgru nt torth by the TNH A•1• Ntftuto ln"'lra'*'o WDDd TNtUf, H8-e1 •• • copy o1 which wtN ~• fwnhhN by Col'llpU'tN.• ~on r-,u•11. B-00-Q~..,_. _____ _ 12 --=::::::J4.00 Th in -~ I 0 1, \ :\ : ·-<~~I;,_; General Not••, unless otherwlae noted: 1. DesigntosupportloodoHahown. pesign conforns to UBC-97 AnVer: 1.07(jL)-W 2: g~~S'!.'c~·~~-=t t~,!oP. :~. t;:!:e~tl~t;;~• to be latera11y braced • '3. 2x-4 lmp1ct bridging.or l•teral br•cing required where shown + + 4. Installation of tru•• ts the respoN1bility of the respective contr•ctor. 5. DesigO usumes trusses are to' b" used in a non-corrosive environment, and are for •dry condition• of us.e. 6. Design H1ume• full beMing ilt all supports •hown. Shim or wedge if necen•rv. 7. Design usumes adequate drain~e 1s provided. 8. Plates shall be located on both faces of tru11, and placed so their center lines coincide with joint center hnes. 9. Digits 1nd1cale s,ze of plate in inches. . 10. for basic design Villue, of the Computrus Plate. ind1c~ted by the proft>< •c•, see I.C.B.O, R.R. 4211. 1 1 • J~9C;,~t':/N~Mr ;~fc~fe0;i~i ~1:.1~!1~?!f~;~.~t ~fl g~~:. :C;~;·o1';.. MA"'ll.'1 AC 11,.tt:l ... ::i • ftt!JIH!:l'tl"(G •• COMr1,.tll'-tj1'1:,1E;Mf. lff if II rn it11 LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANl:L (SJ TOP CHORDS: 2x 4 OF 112 1-5 BOTTOM CHORDS: 2x 4 OF ;2 1-5 WEBS: 2x 4 OF STD/STUD 1-7 TC LATERAL SUPPORT<• 12"0C, UON. BC LATERAL Si,JPPDRT <= 12"DC, UDN. ., I TC UNIF LL ( TC UNIF LL ( TC UNIF LL ( BC UNIF LL ( 18~ 2-0 HIP 'SETBACK B-0-0 FRpM ENO WALL LOAD DU~TION INCREASE.• 1.25 + LOADING 32.0I +OL ( 28.0)• 60.Q PLF o· .o• TO a· 80 .OJ +DL ( 70.0)" 150.0 PLF 0· .O" TO 10' 32.0) +OL ( 26.0)• 60,0 PLF 10' 2.0" TO 18' .OJ +OL ( 25.0) • 25.0 PLF o· .O" TO 18' TC CONC LL( 298. 7) +OL ( 261.3) • 560.0 LB~@ B' .o· TC CONC LL ( 298 .71 +DL ( 261. 3)" 560.0 LBS I:! 10' 2.0· ANSI/TPI SINGLE MEMBER FORCES 4WRGD T 1• -3375 .1 B 1• 3131 W 1• 93 T 2" ..,32as a 2~ 3131 W 2: 27 T 3• -3152 B ~": 3152 W 3• 74 T 4a -3286 B ,4a 3131 W 4• 0 .o• VERT T 5• -3375 B 5• 3131 W 5• 74 2.o· V~RT W 6• 27 2.0•· VERT W 7• 93 2.0• VERT LEFT= 1430 RIGHT= 1430 BEARING AREA REQUIRED ISG. IN) t NOTE: 1X3 BRACING AT 24" 0. C, FOR NOTE: REPAIR FOR BREAK IN (8-5) WHERE SHOWN. ATTACH (1) 2X4 OF #2 FRAME TO ONE FACEW/160 NAILS STAGGERED AT 2" OC THROUGHOUT. FRAME PLATE IN [].DO NOT NAlt WITHIN 2" OF BREAK. JOINT 1 2,29 OF/ 3.53 HF/ 3.36 SPF ALL FLAT TOP CHORD AREAS NOT SHEATHED. ··------··· •• OOoO -... ,. M~---- cc $t 0 12 4.00 C::::::::- 8-00-00 2-02'-00 C-5x7.7 C-4x7.7 8-00-00 1 12 '-..::::::::J4.00 5-00-00 JOINT 6 2.29 OF/ 3.53 HF/ 3.36 SPF MAX LL DEFL • -.103" I:! 9 L/2-4D· • .879" MAX TL OEFL • -.224" @ 8 L/180 • 1.172' MAX HORIZ. LL DEFL • .036" I:! 6 MAX HORIZ .. TL DEFL • .. 079" I 6 (C-!;iX6] j 0 C-1.5x2.6 C-2.5x4.3 C-2.5x7.7 C-1.5x2.6 \ C-5x6 18-02-00 ,,,-l, /6VL=,~ Scale: 3/8" 0 'MIGUEI>G~\0 #S9jl3, (Lot 115). FILE NO.: 614 DATE: 1/12/2001 DES. BY: c_c SEO.: '.H:;nqi:;1 R-308443 BS 03/02/01 WARNIIOS: 1. RNII .. a.-.a Nat• and Wllffllnp ltefor• oenatructlan •f tnau•. 2. luldw •nd ...u,n oentradar th•uhl II• Mlvlff4 af •• G.n.,.I NelN end WarNnft ...... OWISllucC'-" HIIIIMMN, 3, h3 oempfftllMfl w• 1tnc:ln1 fflWI h lM1aW wh.,. •hewn ~ • 4. AN lel-.1 foto. retfstlng ehfMnlt 9voh M ,.,,.,.,.,... and pwman.nl bram9, flMMt be dotlonod Oftd ,.. ..... by d•ltnor ol .. ..,1.io sllucturo. CofflP'Ulrus •"""'" no r-,onslbltty for such bradntJ. S. No Mad 9hO\lld be.,,._. to •Y ooltlp9rMnt untl •ft• an bradng and f11tenw1 .,. a,nps.te. and 11 no tlfM thoukt MY t.ads ... ,. than dfflgn loads be appM.d 1• *'Y OOfl'PO'Mnt, e. Con,pu'lru. hu no o.ntrot •v• wMI uaumn no ,npon1M:illfty ffW the hilnfcatlon, ha,uNlna, llhlpment and lns1elatlon •f c:,ompon.,.tl. 7. Thi• dHlgn I• furnlllhed •ul,Ject t• the N""1.U.ns on trvn tfNlgna HI farth by th• Truss "•t• lnnltut•ln"'lradnf Woed TNSIN, Htl-91"' • a ctpy ., which wll ba flfflthlHI by CH1pvt~ upon h41U•tt. : BREAK 5-00-00 J l " . •. "' "-.-~ General Notn. unless otherwise noted: 1. Design to support lo•d• .. shown. Design conforms 2. Desi9n onumes the 1011 •nd bottom chords to be l•t•r•lly br•ced •t to UBC-97 AnVer: S .07 (1LI -W 2'·0 o.c. and •t 12'·0" o.c. respectively. 3. 2x4 Impact bridging or latoral br•c1ng roquired whore shown • + 4. Installation of truss ts the responslb1ltty of the re1pective contr1ctor. 5. Design usumes trusses are to be used tn • non•corrosive environment, and are for "dry,condition• of use. 6. Design usumes full bearing at all aupports shown. Shim or wedge 11 necessary. 7. Design assumes •dequate dr•mage is provided. 8. Plates shall be located on both f•cet of truss, and placed so their center lines coincide with joint center lines. 9. Digits indicate size of pf~te in inches. 1 O. For bHic design v•lues of the Computrus Plate, indic•ted by the pr•fi>c •c•, see I.C.B.0. R.R. 4211. 1 1, The Computrus Not Section Plate is indicated by the prefix ·cw, tho . design•tor (181 indicates 18 ga, material is use<!. All others are 20 g•. Cam'lutrus Inc. "'A"ll.,IJ°-'ClVRJNG. ENGtNEERHG. COMl'VTEA $Y61E"'8 v'JO I .JCJ.J..J.JO I l_j J L,.I, I I ,L,.., ,L.1 ,,_, ,-.,, _, 1 PEPPER ITREVINO 0\~ ARCHIHCTS r_f MSK Development 5142 Avewda Encinas· Carlsbad. CA 92008 · . Jim: P.O. Sox9593 1e2315 s., Olegulto Rood Rancho Sante Fe, CA 82001 PhQtle; (519) 756-5817 Fu: (51SI) 7~ March 6, 2001 1. In .rdcrc.nc:e to detail '32/S-s· as··ca11ed out on sheet S-Ja, the detail docs not apply in this case, the strap is from truss to wall. · · · . . 2. Rafter tails are to _be place as pee detail aitached and as. shown on sheet A-Sa-detail l. If you have any questiona or. you: need further assistance, please. do not hesitate to contact me. . . Sincerely, Jerry Vera 03/09/2001 10:0S ';-l"d -ll.$ T TRU&5 • 6' c,,:_ HIN. 2:,. STUD~ 1"1:R: FRAl"',l~ ,..._-"'I PEF'PER-TRE\/ll·J!J .~RCH CO:,.CRETE IQOOI' ilr...l: T'l"P. INSTALL f"ER 1-'.A~. F'IJOU~K!:D SPECE>. ROOI' SI-IEATi.lNG PER Fl<AMINu Pi.ANS. :!X F~EiE &OCtC/ £A'Y1= Y£NT ILlo-lERI:: OC~ fr' W!DE MIN. -40" ROO!'"lr-la l'tLT AT T~SITlo-1 OF 5-J'G. ROOFI~ !'EL T• ~ OYEIQ E.t.VE ~II,£~ t') J LA 'l"E~ O!' !,C,-ROO"ING !'EL T. '4 X b EXPOti!:D JQA"'TE~ TAILS lX LAPPED ST.t.~11:R 50.t.RD, T'i'P. • EX~EO OVE~o-4ANCoS ,CL~ :->TRIP, 0«.:IP E::x.E ~ (Z' ~lo)'· GAl.. Y. ~ALF-~ GUTTER (11.1-lE~ OCCV'cSJ FA$TE),I 11/iTIJ &!"'11<.e I FE~E LNOE~ eono:-, OF EAVE F!.A~fJING WI 3' DIA c;.Al.Y. OC>.i),l&f'OUT <~El'?.E OCCU~) E><T, GE'1. PLASTER 0 4xb EAVE OVE~&.oc..PAPER. 1 1-========-============== $CALE: 1~',' :: r.e,· P~•:iE 01 I \ \ EsGil Corporation. 'l.n Partne.rs/i.ip wit/i. (jove.rnme.nt for '!Jui(aing Safety DATE: March 23, 2000 JURISDICTION: Carlsbad PLAN CHECK NO.: PC99-167 PROJECT ADDRESS: Seaview Way SET: III. PROJECT NAME: SFD Tract for MSK Development {SEAVIEW) 0 APPLICANT cei1DR1S2:) D QJ_" 11.1 REVIEWER 0 FILE rgj The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at Esgil Cor.poration until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: •• 1:- Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the ~pplicant that the plan check has been compl~ted. .. ' Person contacted: Telephone#: Date-contacted: (by: ) Mail Telephone Fax In Person D REMARKS: By: Bill Elizarraras l;sgil Corporation 0GA 0MB OEJ OPC Fax#: Enclosures: Struct. calc's, Title 24, Soils Report truss calc's 3/15/00 trnsmU.dot 9320 Chesapeake Drive, Suite 208 + Sa~Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 EsGil Corporation 1.n Partnersfiip witfi. {jovernment for '.Bui[cling Safety DATE: February 18, 2000 JURISDICTION: Carlsbad PLAN CHECK NO.: PC99-167 PROJECT ADDRESS: Seaview Way SET: II PROJECT NAME: SFD Tract for MSK Development (SEAVIEW) O~NT ~ 0 PLAN REVIEWER 0 FILE D The plans transmitted herewith' have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmi~ted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. [g) The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicanfs copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. [Z] The applicant's copy of the check list has been sent to: Jim Kamphuis 5142 Avenida Encinas, Carlsbad, Ca. 92008 [Z] Esgil Corporation staff did not advise the applicant that the plan check has been completed except .by mail. D Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone#: Date contacted: (by: ) Mail Telephone Fax In Person D REMARKS: By: Bill Elizarraras Esgil Corporation D GA D MB D EJ D PC Enclosµres: 2/11/00 Fax#: trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 Carlsbad PC99-167 II February 18, 2000 RECHECK PLAN CORRECTION LIST JURISDICTION:. Carlsbad PROJECT ADDRESS: Seaview Way DATE PLAN RECEIVED BY ESGIL CORPORATION: 2/11/00 . REVIEWED BY: Bill Elizarraras FOREWORD (PLEASE READ): PLAN CHECK NO.: PC99-167 SET: II DATE RECHECK COMPLETED: February 18, 2000 This plan review is lirnited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations eoforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or Change. All items must be satisfied before the plans will be iA conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A Please make all corrections on the origir)al tracings and submit two new sets of prints to: ESGIL CORPORATION. B. To .facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. C. The following items have not been resolved from the previous plan reviews. The original correction number has been given for your reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections. Please contact me if you have any questions regarding these items. D. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? OYes ONo Carlsbad PC99-167 II February 18, 2000 •!• The following corrections were either not properly shown or addressed. The numbering of correction list refers to original deficiency list dat~d 12/27/99. • PLANS 1. Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 2075 Las Palmas Drive, Carlsbad, CA 92009, (760) 438-1161. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 2. Plans, specifications and calculations shall be signed and sealed by the California State licensed engineer or architect responsible for their preparation, for plans deviating from conventional wood frame construction. Specify expiration date of license. (California Business and Professions Code). • FOUNDATION REQUIREMENTS 9. Investigate the potential for s~ismically induced soil liquefaction and soil instability in Seismic Zones 3' and 4. This does not apply to detached, single- story dwellings. Section 1804.5. Not addressed. • FRAMING 15. Show shear transfer details at truss to girder diaphragms. Show blocking and boundary nailing. 17. Plan A: Trusses AA4's and AA5's are not supported to a bearing wall or beam over bedroom #2 bath area. Provide new truss calculations to satisfy this requirement. Carlsbad PC99-l 67 II February 18, 2000 18. Plan A: Grid line 4 (upper) shear wall length is misquoted. Show/ detail how HD8 will be connected. 20. Guesthouse: Provide complete structural plans, floor and elevations plans noted. Details not provided. • MISCELLANEOUS To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if ahy changes have been made to the plans that are not a result of corrections from this list. If there are other chariges, please briefly describe them and where they are located in the plans. • Have changes been made to the plans not resulting from this correction list? Please indicate: Yes D No D The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Bill Elizarraras at Esgil Corporation. Thank you. ' EsGH Corporation 'l.n Partnersfiip witfi (jovemmentfor 'BuiUing Safety DATE: December 27, 1999 JURISDICTION: Carlsbad PLAN CHECK NO.: PC99-167 PROJEC1 ADDRESS: Seaview Way SET:I PROJECT NAME: SFD Tract for MSK Development (SEAVIEW) D PLAN REVIEWER D FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ~ The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list-is enclosed for the Jurisdiction to forward to the applicant contact person. ~ The applicant's copy of the check list has been sent to: Jim Kamphuis 5142 Avenida Encinas, Carlsbad, Ca. 92008 C8J Esg11 Corporation staff did not advise the applicant that the plan check has been completed. D Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Date contactecl: (by: ) Mail Telephone Fax In Person D REMARKS: By: Bill Elizarraras Esgil Corporation D GA D MB D EJ D PC Telephone #: Fax#: Enclosures: 12/13/99 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 Carlsbad PC99-167 December 27, 1999 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO.: PC99-167 PROJECT ADDRESS: Seaview Way FLOORAREA: 4236 sf. Dwelling 805 sf. Garage 231 .sf. Deck REMARKS: Plan A FLOOR AREA: 4352 sf. Dwelling 499 sf. Garage REMARKS: Plan B FLOOR AREA: 4328 sf. Dwelling 816 sf. Garage 237 sf. Deck REMARKS: Plan C FLOOR AREA: 574 sf. Dwelling 530 sf. Garage REMARKS; Guest house DATE PLANS REC~IVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: December 27, 1999 FOREWORD (PLEASE READ): · JURISDICTION: Carlsbad STORIES: 2 HEIGHT: 24' STORIES: 2 HEIGHT: 24' STORIES: 2 HEIGHT: 24' STORIES: 1 HEIGHT: 14' DATE PLANS RECEIVED BY ESGIL CORPORATION: 12/13/99 PLAN REVIEWER: Bill Elizarraras This plan review is limited to the technical requiremeFlts contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based oh regulations enforced by the Building Department. You may have other corrections based on laws and ordinance by the Planning Department, Engineering Department, Fire Carlsbad PC99-167 December 27, 1999 Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Present California law mandates that residential construction comply with the 1998 edition of the California Building Code (Title 24 ), which adopts the following model codes: 1997 UBC, 1997 UPC, 1997 UMC and 1996 NEC (all effective 7/1/99). The above regulations apply to residential construction, regardless of the code editions adopted by ordinance . . The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, cour.ity or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. Carlsbad PC99-167 December 27, 1999 • PLANS 1. Please make ~II corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential proJects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department; 2075 Las Palmas Drive, Carlsbad, CA 92009, (760) 438-1161. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fir:e Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 2. Plans, specifications arid calculations shall be signed and sealed by the California State licensed engineer or architect responsible for their preparation, for plans deviating from conventional wood frame construction. Specify expiration date of license. (California Business and Professions Code). 3. Provide a statement on the Title Sheet of the plans stating that this project shall comply with Title 24 and the 1997 USC, UMC and UPC and the 1996 NEC. • FIRE PROTECTION 4. Show locations of permanently wired smoke detectors with battery backup: a) Inside each bedroom.@ Guest house. b) Centrally locat~d in corridor or area giving access to sleeping rooms. • GENERAL RESIDENTIAL REQUIREMENTS 5. Glazing in the following locations should be of sa_fety glazing material in accordance with Section 2406.4 (see exceptions): a) Where the bottom exposed edge of the glazing is less than 60 inches above a standing surface and drain inlet of tubs or showers. @ Plan A. b) Walls enclosing stairway landings or within 5 feet of the bottom and top of stairways where the bottom edge of the glass is less than 60 inches above a walking surface. Carlsbad PC99-167 Decemb~:r 27, 1999 • STAIRWAYS 6. Provide details of winding stairway complying with Section 1003.3.3.8.2: a) Minimum tread is 6 inches at any point and minimum 9 inches at a point 12 ihches from where the treads are narrowest. b) Maximum rise is 8 inches. 7. The walls and soffits of the enclosed usable space under interior stairs shall be protected on the enclosed side as required for one-hour fire-resistive construction. Section 1003.3.3.9. • FOUNDATION REQUIREMENTS 8. In Seismic Zone 4, each sJte shall be assigned a near-source factor. Identify this value in the soils report and on the plans. Sectioh 1629.4.2. 9. Investigate the potential for seismically induced soil liquefaction and soil instability in Seismic Zones 3 and 4. This does not apply to detached, single- story dwellings. Section 1804.5 10. The foundation plan does not comply with the soils report recommendations for this project. Please·review the report and modify design, notes and details as required to show compliance: Show slab reinforcement and moisture protection per report. 11. The following anchor bolt requirements shall apply in Seismic Zones 3 and 4, per Section 1806.6.1: a) The minimum nominal anchor bolt diameter shall be 5/8-inch (for Seismic Zone 4 only). Note: This will require a minimum distance from the ends of sill plates to be 4-3/8" (and a maximum of 12"). b) Plate washers (minimum size of 2" x 2" x 3/16") shall be used on each anchor bolt. 12. Specify size, I.C.B.O. number and manufacturer of power driven pins anchors. Show spacing. Section 106.3.3. This applies to interior partitions on slab. • FRAMING 13. Show nailing will be in compliance with Table 23-11-8-1. 14. Note on the plans that an A.I.T.C. Certificate of Compliance for glued laminated wood members shall be given to the building inspector prior to installation. Section 2304. Carlsbad PC99-167 December 27, 1999 15. Show shear transfer details at truss to girder diaphragms. 16. Plan A: Grid line 1, calculations call out columns plans show shear wall. Please clarify. 17. Plan A: Trusses AA4's and AA5's 9re not supported to a bearing wall or beam over bedroom #2 bath area. 18. Plan A: Grid line 4 (upper) shear wall length is misquoted. 19. Plan A: Are trusses supporting point loads from conventional roof over stairwell designed for these loads? 20. Guesthouse: Provide complete structural plans, floor and elevations plans noted. 21. Plan B: Grid line 1 (lower) shear wall length is misquoted. 22. Plan B: Grid line 6 (lower) columns specified in calculations and plans show shear panel, please clarify. 23. Plan B: Specify roof framing member sizes at Entry tower, provide connection details at hip, provide support for hip or provide tension ring and calculations for design. 24. Show clearance between top plate of interior partitions and bottom chord of trusses. (To ensure nonbearing condition between supports as designed). 25. In Seismic Zones 3 and 4, where allowable shear values exceed 350 plf in wood structural panel shear walls, foundation sill plates and all framing members receiving edge nailing from abutting panels shall not be less than a single 3" nominal member. In shear walls where the total wall d~sign shear does not exceed 600 plf, a single 2" nominal sill plate may be used, provided the anchor bolts are· designed for a load capacity of 50% or less of the allowable capacity. Table 23-11-1-1, footnote 3. • MECHANICAL (UNIFORM MECHANICAL CODE) 26. Specify on the plans the following information for the fireplace(s), per Section 106.3.3: a) Note on the plans that approved spark arrestors shall be installed on all chimneys. UBC, Section 3102.3.8. Carlsbad PC99-167 December 27; 1999 • E;LECTRICAL (NATIONAL ELECTRICAL CODE) 27. Note on the plans that bathroom receptacle outlets shall be supplied by a minimum of one 20-ampere branch circuit. Such circuits shall have no other outlets. This circuit may serve more than one bathroom. NEC Art. 210-52(d). • · PLUMBING (UNIFORM PLUMBING CODE) 28. In the garage, provide an adequate barrier to protect water heater from vehicle damage. An 18" platform for the water heater does· not satisfy this requirement. UPC, Section 510.3. Plan A. · • CARLSBAD S.F.D. & DUPLEX SUPPLEMENT 29. New residential units must be pre-plumbed for future solar water heating. Note that two roof jacks must be installed where· the water heater is in the one story garage and directly below the most south facing roof (City Ordinance No. 8093). 30. Note that two 3/4" copper pipes must be installed to the most convenient future solar panel location when the water heater is not in a one story garage and is not directly below the most south facing roof. (City Ordinance No. 8093). 31. All piping for present or future solar water heating must be insulated when in are<?s that are not heated or cooled by mechanical means (city policy). • MISCELLANEOUS To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they i3re located in the plans. • Have changes been made to the plans not resulting from this correction list? Please indicate: Yes D No D The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Bill Elizarraras at Esgil Corporation. Thank you. Carlsbad PC99-lf,7 December 27, 1999 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PREPARED BY: Bill Elizarraras BUILDING ADDRESS: Seaview Way BUILDING OCCUPANCY: R3/Ul BUILDiNG PORTION BUILDING AREA (ft. 2) Dwelling 4236 sqft. Garage 805. sqft. Deck 231 sqft. Air Conditioning 4236 sqft. Fire Sprinklers TOTAL VALUE PLAN C~ECK NO.: PC99-167 DATE: December 27, 1999 PlahA TYPE OF CONSTRUCTION: VN VALUATION I VALUE MULTIPLIER ($) 82.00 347,352.Q0 23.00 18,515.00 12.00 2,772.00 3.00 12,708.00 381,347.00 D 1994 USC Building Permit Fee i:gj Bldg. Permit Fee by ordinance:$ 1608.08 D 1994 USC Plan Check Fee i:g] Plan Check Fee by ordinance: $ 1045.25 Type of Review: lzs] Complete Review D Structural Only D Hourly D Repetitive Fee Applicable D Other: Esgil Plan Review ~ 1254.30 Comments: (3 homes) 1 @ 836.20 and 2@ 13% (418.10) Permit = 70% of 94 USC Es.Gil Fee = 52% of Permit Sheet 1 of 4 macvalue.doc 5196 I Carlsbad PC99-167 December 27, 1999 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PREPARED BY: Bill Elizarraras BUILDING ADDRESS: Seaview Way BUILDING OCCUPANCY: R3/Ul BUILDING PORTION BUILDING AREA (ft. 2) - PLAN CHECK NO.: PC99-167 DATE: December 27, 1999 Pian B TYPE OF CONSTRUCTION: VN VALUATION VALUE MULTIPLIER ($) Dwelling 4352 sqft. 82.00 356,864.00 .Garage 499 sqft. 23.00 11,477.00 Air Conditioning 4352 sq.ft'. · 3.00 13,056.00 Fire Sprinklers TOTAL VALUE 381,397.00 D 1994 USC Building Permit Fee ~ Bldg. Permit Fee by ordinance:$ 1608.08 D 1994 UBC Plan Check Fee ~· Plan Check Fee by ordinance: $ 1045.25 Type of Review: ~ Complete Review D Structural Only D Hourly D Repetitive Fee Applicable D -Other: Esgil Plan Review Fee: ~ 1254.30 Comments: (3 homes) 1@ 836.20 and 2@ 13% (418.10)-------- Permit = 70% of 94 UBC EsGil Fee = 52% of .Permit Sheet 2 of 4 macvalue.doc 5196 Carlsbad PC99-167 December 27, 1999 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PREPARED BY: Bill Elizarraras BUILDING ADDRESS: Seaview Way BUILDING OCCUPANCY: R3/Ul I BUILDING PORTION II BUILDING AREA (ft. 2) Dwelling 4328 sqft. G,ar~ge 816 sqft. Deck 237 sqft. Air Conditionrng 4328 sqft. Fire Sprinklers TOTAL VALUE .. I PLAN CHECK NO.: PC99-167 DATE: December 27, 1999 Plan C TYPE OF CONSTRUCTION: VN VALUATION I VALUE MULTIPLIER ($) 82.00 354,896.00 . 23.00 18,768.00 12.00 2,844.00 3.00 12,984.00 389,492.00 D 1994 UBC Building Permit Fee IZI Bldg. Permit Fee by ordinance: $ 1636.08 D 1994 UBC Plan Check Fee IZI Plan Check Fee by ordinance: $ 1063.45 Type of Review: C8J Complete Review D Structural Only D Hourly D Repetitive Fee Applicable D Other: · Esgil Plan Revie~ 1276.14 Comments: (3 homes) 1@ 850.76 and 2@ 13% 425.38 Permit = 70% of 94 UBC EsGil Fee = 52% of Permit Sheet 3 of 4 macvalue.doc 5196 I 4 ·, Carlsbad PC99-167 December 27, i 999 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PREPARED BY: Bill Elizarraras BUILDING ADDRESS: Seaview Way BUILDING OCCUPANCY: R3/Ul BUILDING PORTION BUILDING AREA (ft.2) PLAN CHECK NO.: PC99-167 DATE: December 27, 1999 Guest house TYPE OF CONSTRUCTION: VN VALUATION VALUE MULTIPLIER ($) Dwelling 574 sqft. 82.00 47,068.00 t ,, Garage 530 sqft. 23.00 12,'190.00 ,, Air Conditioning 574 sqft. 3.00 1,722.00 Fire Sprinklers TOTAL VALUE 60,980.00 '' D 1994 UBC Building Permit i=e_e C8J Bldg. Permit Fee by ordinance:$ 450.45 D 1994 UBC Plan Check Fee C8J Plan Check Fee by ordinance: $ 292.80 Type of Review: C8J Complete Review D Structural Only D Hourly D Repetitive Fee Applicable D Other: Comments: 1 @ 234,23 and 1@ 13% (58.56) Permit = 70% of 94 UBC EsGil Fee = 52% of Permit $ 292.79 Sheet 4 of 4 macvalue,doc 5196 •1 ~ / J BUILDING PLANCHECK CHECKLIST DATE· / r) If] If.. I PLANCHEGK NO.: CB Bu1L~1NG ADD E~; 1v ntA ~ tf}, ja_ eJ LJ~ PROJECT DESCRIPTIO-N: _ __:_ __ -. --C--, -L-=----'q-1-1-~-~::..~:.=.../...:..l/;::_;_t.:..:Sc=J)_{J_5-+-R_,,,-~-lj-,-----:::Cj~Lo-T--SFD '..S fc '»-J~ 7 J(o 7-:-tJ7()-D '1 EST. VALUE: . ASSESSOR'S PARCEL NUMBER: ENGiNEERING DEPARTMENT APPROVAL The item you .have submitted for review has been approved. The approval . is based on plans, information and/or specifications provided in your ; submittal; therefore any changes to these items after · this · date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as faif ure to comply with instructions in this report can result in suspension of permit to build. · CA Right-of-Way permit is required prior to construction of the following improvements: By: ATTACHMENTS D Dedication Applicatlon D Dedication Checklist D Improvement Application D Improvement Checklist D Future Improvement Agreement D Grading Permit Application D Grading Submittal Checklist D Right-of-Way Permit Application O Right-of-Way Permit Submittal Checklist and Information Sheet D Sewer Fee Information Sheet DENIAL Please s~e attached report of deficiencies marked wi D. Make necessary corrections to plans or specifi _ · ns for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. By: By: By: ENGINEERING DEPT. CONTACT PERSON Name: KATHLEEN M. FARMER City of Carlsbad Address: 2075 Las Palr:nas Dr., Carlsbad, CA 92009 Phone: (619)438-1161,ext.4374 CFO INFORMATION Zo/\1£-. I Parcel Map No: Lots: Recordation: Carlsbad Tract: A-4 .. BUILDING PLANCHECK CHECKLIST Provide a fully dimensioned site plan drawn to scale. Show: A:-l'forth Arrow ~mp.arty Lines ..a:' Existing & Proposed Struch,ires CV Easements .V.Existing Street Improvements ~ight-of-Way Width & Adjacent Streets G,:/'Driveway widths c§Je)@:)2. Showonsiteplan:-Sh1,r_DL~ i 'it,~ r: (V Drainage Patterns ~LC,. I a,, IA,-, a,-,p,.-,nl. 'l',~ ~) Q 0 0 0 . 1. Building pad surface drainage must ~intain a minimum slope of one &--1n . ..ttUA. · percent towards an adjoining street or an approved drc1inage course. U • • ~ 2. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive - 0 ~drainage of 2% to swale 5' away from building." / Existing & Proposed Slopes and Topography 3. Include on title sheet: X.Site address Y. Assessor's Parcel Number __0""egal Description For. commercial/industrial buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing ~ewer permits showing. square footage of different uses (manufacturing, warehouse, office, etc.)-previously approved. EXISTING PERMIT NUMBER DESCRIPTION ,: 4b. All conditions are in compliance. Date: _________ _ IILASPALMASISYSILIBRARYIENGIWORDIOOCS\CHKtSl\Bulldlng Planclleck Cklst BP0001 Form KF.doc Rev. 9/3/97 2 l' V 'f. " BUILDING PLANCi-lECK CHECKLIST DEDICATION REQUIREMENTS 5. Dedication for all street Rights-of-Way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ __ ----'---' pursuant to Carlsbad Municipal Code Section 18.40.030. Dedication required as follows:----------------- Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 ½" x 11" plat map and submit with a title report. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. Attached please find an application form and submittal checklist for the dedication process. Submit the completed application form with the required checklist items and fees to the Engineering Department in person. Applications will not be accept by mail or fax. I De,dication completed by:____________ Date: ___ _ / _, -., .-:-.,. ,- ,,,---'-J. • .... •. '. :IIPROVEMENT REQUIREMENTS /eJ\ /al 6a. All needed public improvements upon and adjacent to the building site must be l....:I (J · constructed at time of building construction whenever the value of the construction ~. t r,~. ·:::, exceeds $ . , pursua~t to Carlsbad Municipal Code Section ,..yvvt( . ,, . di> 18.40.040. . . · ~ (o 1~~ Public improvements required as follows: _____ · _______ _ /JJ~ 1~ cPI ~ l wiri~; Attc1ched please find an application form and. submittal checklist for the public improvement requirements. A registered Civil Engineer must prepare the appropriate improvement plans and submit them together with the requirements on the attached checklist to the Engineering Department through a separate plan check process. The completed application form and · the requirements on the checklist must be submitted in person. Applications by mail or fax are not accepted. Improvement plans must be approved, appropriate securities posted and fees paid priorto issuance of building permit. ~ I J l 'O;:iV [/' rP P0f'1V 0 0 0 Improvement Plans signed by: _________ _ Date: ---- 6b. Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $ _______ so we may prepare the necessary puture improvement Agreement. This agreement must be signed, notarized and approved by the City prior to issuance of a Bu1lding permit. Future public improvements required as follows: ~~:,~1~ASISYSILIBRARYIENGIWOROIOOCS\CHKLSl1Bulldlng Plancheck Cklst BPOOOf Form KF.doc 3 1 st.r 0 0 0 0 0 0 0 BUILDING PLANCHECK CHECKLIST 6c. EnGlosed please find your Future Improvement Agreement. Please return agreement signed and notarized to the Engineering Department. Future Improvement Agreement completed by: Date: 6d. No Public Improvements required. SPECIAL NOTE: Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy. GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11.06.030 of the Municipal Code. 7a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities ( cut, fill import, export). @ (j} / 7b. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted together with the completed application form 7'x1,. Cl 0 ,,.,-:, yfj attached. NOTE: The Grading Permit must be issued and rough grading V vv~ O 3 ~..)-;-,,, \ 4 a rov~I obtained rior to issuance of a Buildin Permit. C, \l, (I\) '---7 s L'\ l\~ (a l\ 3 a"& . . ~ Grading Inspector sign off by: O · . · 7c. Graded Pad Certification required. (Note: Pad certification may be required even if a gradi~g permit is not required.) Date: ---------- 0 o Cl 7d. No Grading Permit required. 0 0 d 7e. If grading is not required, write "No Grading" on plot plan. V MISCELLANEOUS PERMITS e) 8. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or privat~ work adjacent to the public Right-of-Way. Types of work include, but are , not limited to: street improvements, tree trimming, driveway construction, tieing ~ 1 ~ (\ into public storm drain, sewer and water utilities. Right-of-Way permit required for: ----------------- ~~:,~1~AS\SYS\LIBRARY\ENG\WORD\OOCS\CHKLS1\Bulldlng Plancheck Cklst BP0001 Fann KF.doc 4 .·-{ 0 0 0 0 0 0 BUILDING PLANCHECK CHECKLIST 9. A SEWER PERMIT is required coocurrent with the building permit issuance. The fee is noted in the fees section on the following page. 10. INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad sewer service area, yot,1 need to contact the Carlsbad Municipal Water District, located at 5950 El Camino Real, Carlsbad, CA 92008. District personnel can provide forms and assistance, and will check to see if your business enterprise is on the EWA Exempt List. You may telephone (760) 438-2722, extension 153, for assistance. · Industrial Waste permit accepted by: Date: 11. NPDES PERMIT Complies with the City's requirements of the National Pollutant Discharge Elimination System (NPDES) permit. The applicant shall provide best management practices to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas. Plans for such improvements shall be approved by the City Engineer prior to issuance of grading or building permit, whichever -occurs first. & (§) ~2-~lredfeesareattached-~ ~ ((4l~ C4W £ · o No fees required 1J f' /VI¥ o.,pf]A' ~ ~~\o_ 13. L~;~lit~J=t~;Tent Zone Transportation Fee Agmt Signed. -nue d ' l.:1/ 0 14. Additional Commenls: _ ~ I ct E ~ ~g-y-J_ -~ ,..,.------- H:\WORD\OOCSICHKLSnBuildlng Plancheck Cklst BP0001 Fonn KF.doc 5 Rev, 9/3/97 ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET D Estimate based on unconfirmed information from applicant. Address: ~ru-v) · Bldg. Permit No. D Calcula~tion ~d on b~ing, plancheck plan submittal. /c_ 99-167 Prepared by:=¼ Date: U/2/f?J Checked by: ___ _ Date: EDU CALCULATIONS: List types and square footages for all uses. Types of Use: S ~ !) Sq. Ft./Units: '.7 EDU's: S \'""f)'-1--:-~ Types of Use: --------,---Sq. Ft./Units: ------EDU's: ADT CALCULATIONS: List types and square footages for all uses. Types of Use: SJ-;::::/) Sq. Ft./Units: ~· ADT's: 5,,,, IJ -c::_) Types of Use: -----~-Sq. Ft./Units: ---~--ADT's: FEES REQUIRED: l.,vt 1 -~ 1>1).-, ' ff g WITHIN CFO: DYES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee) D NO D 1. PARK-IN-LIEU FEE __,/ PARK AREA & #: (V /A) (I) CJ _ ,..--__ G2NIT: l1S\, X NO.UNITS:~ =$ 15 ;?)6 - D 2. TRAFFIC IMPACT FEE' ADT's/UNITS: _;;).,.,... __ _ D 3. BRIDGE ANb THOROUGHFARE FEE (DIST. #1 DIST. #2 ADT's/UNITS: ____ _ X FEE/ADT: __ ~_ D 4. FACILITIES MANAGEMENT FEE ZONE: ___ _ =$ / S()10 · - DIST. #3 ) =$-z:;;;( {!f I UNIT/SQ.FT.: ____ _ X FEE/SQ.FT./UNIT: ___ _ =$ ;z[::ku r D 5. SEWER FEE PERMIT No. -------,=---- EDU' s: ~·-=3~--X FEE/EDU: //)7 ..--=$ 120 73. / ~ --- BENEFIT AREA: DRAINAGE BASIN: ------~ =$~/ / EDU's: X FEE/EDU: __ _ ; D 6. SEWER LATERAL ($2,500) [] 7. DRAINAGE FEES PLDA ___ _ ACRES: __ 3_. 3/_&_ D 8. WATER PERMIT f.U/u METER SIZE h L2L X I CONNECTION FEE ;;;>,y tJl) SDCWA FEE / g 7 /. --- *NOTE: P:\DOCS\MISFORMS\FEE CALCULATION WORKSHEET =$ ,Gr: HIGH ___ /LOW __ _ X FEE/AC: Q~/ 6"7/· -3 ~~ W h #cfrh tMih 9 =$ ?c?-io. ,,--1.,/' ;2, =$~---,/' 3 =$~v TOTAL OF ABOVE FEES*: $ ------ REV 4/29/99 11/08/2000 14:20 Fil 760 438 4178 ENG. INSPECTIONS or CITY OF CARLSBAD GRADING INSPECTION CHECKLIST FOR PARTIAL SITE RELEASE PROJECTINSPECTOR:128lE ~IIUCK DATE· It·~· OQ PROJECT ID Sl!l"I VIEW er 'Is>'-~ J GRADING PERMIT NO QOQQ I 1-- LOTS REQUESTED FOR RELEASE: 2 , .3 , -, , 'i"' Ai'#Q-'t NIA= NOT APPLICABLE ../•COMPLETE 0 • INCOMPLETE OR UNACCEPTABLE 1st 2nd • .,,,,, ..,,,,. . .,_/' ._/" 1, 2. 3 • 4 . 5. 6. 7. Site aceess to requested lots adequate and loglcallygrouped. Site erosio1loontrol measures adequate . Overall site adeq1,1ate for health, S(lfety and welfantaf public. Letter of request for partial release submitted. 8 ¼• X 11 • site plan {attachment) showing requested tots submitted. Compaction report from soils engineer submitted. EnginNr of Work certification of wo,t< done and pad elevations. 8. Geologic engineefs fetter If unusual geologic or subsurfaca conditions~ · 9. Fre hydrants within 500 feet of bulldlng combustibles and all weather roads access to site. ijo2 e.r;:rtial n,lease of grading for the abova stated lots Is approved. for the Plffl>()Se of buff ding pennlt issuance. Issuance of blillding pennits Js stlll subject to all normal City requirements required pursuant to 1he building permit process. D Partial release of the site is denied for the folk>Wing reasons: Date . 11/4-/4,o Date PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW-CHECKLIST •' Plan Check No. BS fc. ~9J & , · · Address _. _~_-_e_~~V--'t--e~-w ______ _ Planner _ Barbara Kennedy Phone (760)438-1161, extension __ _,_4_,_4=5=5 APN: \lo1-070-Ot Type of Project & Use: bf12-Net Project Density: c:i, °\ -DU/AC -=-'------ Zoning: R-A-101 rOu General Plan: R.LM Facilities Management Zone: __ I __ _ CFO {in/out) # __ Date of participation: Remaining net dev acres: ,ef a~~o~ ' (For non-residential development: Type of land used created by this permit: _ ' ) Legend: C8J Item Complete (o) Item Incomplete -Needs your action ~ .0 D ·environmental Review Required: YES _ )( NO TYPE ___ _ . DATE OF COMPLETION: -------- Compliance with conditions of fipproval? l,f not, state conditions which require action. Conditions of Approval: HA+, ko N 1J> ti "~ -4; _ f½p ® /\ tl £t1,o k=t11 M Discretionary Action Required: YES :i.._ NO TYPE ___ _ APPROVAL/RESO. NO. ~i . DATE at..b/44 (ee) "fC i<.es-o 41i-l3-t./l,lfa PROJECT NO. CT ':li--JI /~pf°\~-.7-~ /H-of q ~ -.;i~ 10 /,z;o /&J&J J - ' OTHER RELATED CASES:--==-----......... =------=··=·-..... ·-----"==..,.,,.----------,---- Compliance with condiJi£s;~·-~·;proval? If not, st~t~ ~;dl~~~hfequire action. ~1>0:4v 14 Conditions of Appro ~ I:<; -. J · b\ l><L',f\L. J soLu :Of\ s; '' ·':."l · ~-.~u t-. '<- c: , -~ -~ ~& -.. ; <: -, , -~.: .-·· ~ ~~-t,E;~,~~~:~I~~;,a1'a·~;: ~-:'.'.'fl'«iri:·~~~r---···~----~ ---,-<·d_.;- o O Coastal Zone Assessment/Compliance Project $ite 'located in Coastal Zone? YES __ N0-2(_ CA Coastal Commission Author.ity? YES NO __ _ If California Coastal Commission Authority: Contact them at·;; 3111 Camino Del Rio North, Suite 200, San Diego CA 92108-1725; (619) 521-8036 · Determine status (Coastal Permit Required or Exempt}: Coastal Permit Determination Form already completed? YES NO .. ff NO, complete Coastal Permit Determination Form now. ,Coastal Permit Determination Log #:. Follow-Up Actions: l) Stamp 'Building Plans as "Exempt" or "Coastal Permit Required" (at ·minimum Floor Plans). 2) Complete Coastal Permit Determination Log as needed. Data Entry Completed? YES NO '>( ., ,,_Jfy,p10s, Activity Maintenance, enter CB#, toolbar, Scree;fs;"Housing Fees, Construct Housing YIN, Enter Fee, UPDATE!) i!Jt{~-b 1\--k.~ CA"Mj tl-ui-z.. \'-' l--\-thH:aillJ ~ t'Ud.w. ~r A-e,,rdiJol..t.. t-\oJi;"() ~"4 'hi',J Site Plan: "(x)' D D 1 .. Provide a fully· dimensional site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensional setbacks · and existing topographical lines. · 2. Provide legal description of property and assessor's parcel number. JU,t,d tu,,,.,JA fiffl)J . · vJhea mo/ lir1e:..v S. Zoning: ('tJ D O 1. Setbacks: Front: Interior Side: Required ao i Shown .:JD' Required l07P IJF-lPf-1,,1,·,Hi. Showr:, /by'o oP &f t,.,iJ./t.. . Street Side: Hear: Required Shown M 1,.,,J-/L. Required fti?¼ 9f y-J-vfJ-h Shown ~x ,r ; ['A D D 2. Accessory structure setbacks: Front: Required_ d, b,. Shown > ;lD' · · Interior Side: Requireq . ·Lo/"· Shown ;o' Street Side: Required Shown Rear: Requited 3-0' Shown > Bt>' Structure separation: Required JO' Shown J{) :_ /3' ~ D D' 3. Lot Coverage: Required 4o½ mt-X S,hown l<i fo -o2s-¼ ''A;, 1,'13 ,, ··c ,, ~ , D D 4. Height: Required 30' rn~ Shown ar/-'I '~J ifl'-s ·; ~i, '-,'' November 1, 1999 & 1/t,-4/~o (LA~ Cl-f-Gt,,l,,. • Civil Engineering • Land Planning • Structural • Surveying STRUCTURAL CALCULATIONS FOR MSK -SEAVIEW 'A' DESCRIPTION: CUSTOM SINGLE FAMILY RESIDENCE SEAVIEW WAY CITY OF CARLSBAD ARCHITECT: LAWRENCE PEPPER ARCHITECTS P.O. BOX 9593 RANCHO SANTA FE, CA 92067 619-756-7 EXPIRES [lrffilfo 7 Office: 16236 San Dieguito Rood, #3 -11 • Rancho Santa Fe Mailing: PMB-N • 132 N, El Camino Real • Encinitas, CA 92024 Phone 858-756-8696 • Fax 858-756-8698 .. -· -· ·-·. . -· ---- --· ---.. --------.-------~--------- .. ----_________ ..,_ ----~-M-----·---•----•• . < ~:-~Tiu~~~ C.A-U:,'1). ~ ?U"fPl,1-P '6'f ·.br1-1i;~_---·~-~-. _·· ---------·- -... ----· -·--.. --· ----- --- -•·--·-... . --------. . --.. ·---·---------, . ---.--------------- ---·-------------· ------· . .. ----, -··------------------------·--·-- J~~f;,~;~%):;~::~7;;~~-/5,---~-w ;-~.~-(4;\~-~~0:·df~ ~.--:~·=-=-=-~ .. -::.--::· ~ .... --.--· ··:: . -. . J,f-. . . . . . . --------. .. -.. -· _ _--·-_--_:.-=--.--~:=.: __ . ::·__ ,. -~-= _lq~o ------------------·-----------------------~-~~~~-___ : _:_----~~=~ --------------------. ------. ---. . . . . ·-------------.... ---------_________ .., __ ---.--·--·· ----------- _-::_::_:::::_~---~:~: -. 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J • -4 lS ·::::: J:J '1 ... ~ ----_ ~-----: -L:f1:;,;:-i-·-rz..i..J -~-:~ r~~ _ _ -1,xa1:P---.---:::.=.;1·-;i_:,./):--0-?4l ---·----_ -····· . --~-----_ --·-_·-¥-···---~-----------------~::_1_ __ . --~--------· ?O v---_ ------ , -v = I I ---~? --------: .. -~---r---~-- --~-5"~===-7o (11)Z/i,, -1 /l,€S~(11) _ · __ --· .. :~:··:: __ --~_--- {ij-:~:J-~ .--.e~·4• ·· ...... -·-·-·· ,-()J"=-·-10 p Ii--~·-.:·;=----··· .. ·-.·. . ----;- = ,fl;;;'i~? it > • 'f = I O~(_~}Jt): J 1tf itt,i,.yr --------·--··---_..,._ -------~ --,_ ·--· -------... ---------. -.. --~ ----.. ----------------·---------- -----... -----· ·---·--. . --------. -----. ----------- . -· ------. . . -. ---------____ .. ___ . ~ . --· -... --. ------------' --... . ----.. . ----··--------. --------.... ··-· ·-~-----.-----. -------___ ,. __ ,.. ___ --. ------------~----------- . -. --·--·------------ SUMMARY OF VERTICAL DESIGN Beam L (ft)* V (lb) M ( fUb) Dx A (in2) S (in3) I (in4) Min. Sizes (D.F., U.O.N.) UPPER ROOF CB-1 16 3,840 15,360 410 61 142 520 5.25x11.88 PL CB-2 15 1,950 7,313 171 31 68 232 6x12 CB-3 9 2,160 2,200 20 34 20 45 4x12 / 6x10 CB-4 22 1,760 9,680 488 28 89 451 6x14 CB-5 22 3,520 19,360 976 56 179 902 6x14 H-1 9 2,570 5,870 50 41 54 113 3.5x9.5 PL H-2 4 2,840 2,790 5 45 26 25 3.5x9.5 PL LOWER ROOF AND FLOOR DJ-1 11.5 535 1,537 21 8 14 37 2x1 O's @ 12" o/c FB-1 22 6,600 36,300 1,830 104 18 1,691 5.125x18 GL FB-2 20 12,100 45,400 ·1,970 191 419 2,003 5.125x18 GL FB-3 .24 12,000 55,200 3,350 189 510 2,838 8.75x18 GL FB-4 15 5,925 22,219 521 94 205 706 7x11.88 PL FB-5 14.5 7,920 17,100 350 125 158 491 5.25x11.88 PL FB-6 13.5 6,008 20,275 385 95 187 580 7x11.88 PL FB-7 10 5,200 12,300 120 82 114 244 3.5x11.88 PL FB-7A 9.5 11,600 17,300 95 183 160 203 7x11.88 PL FB-8 15.5 10,500 41,800 1,050 166 386 1,377 8.75x12 GL ~ H-3 9 2,620 4,280 30 41 40 68 4x12 / 6x10 H-4 17 10,900 39,900 1,220 172 368 1,459 5.25x16 PL ~ H-5 4 4,580 7,880 11 72 73 56 3.5x9.5 PL H-6 3 2,485 3,008 5 39 28 34 4x12 / 6x10 C h H-7 3 3,205 4,020 5 51 37 34 3.5x9.5 PL -- H-8 4 5,553 10,965 6 88 101 30 5.5x11.25 PL -.j PE.PPE.R-SEA VIE.W 'A' 01/24/2000 Grid Eh E P.H. D 1,640 . 1,640 9 F 5,600 5,600 9 G 720 720 9 H 2,900 2,900 9 2 580 580 9 4 3,600 . 3,600 9 7 5,190 5,190 9 10 1,580 1,580 9 A 1,250 1,250 10 B 720 720 10 C. 500 500 10 D 1,220 1,220 10 E 3,330 3,330 10 F 8,770 8,770 10 H 3,390 3,390 10 I 2,650 2,650 10 1 720 720 10 2 5,170 5,170 10 3 1,920 1,920 10 5 6,220 6,220 10 6 1,800 1,800 10 8 4,300 4,300 10 9 600 600 10 11 1,500 1,500 10 SUMMARY OF LATERAL DESIGN S.P. Lengths T.L. Unit Shear (vs) Overturning SECOND FLOOR 8+5.5 13.5 121 1,093 6+6 12 467 4,200 11 11 65 589 11 11 264 2,373 6.5 6.5 89 803 4.75 4.75 758 6,821 12+5.5 17.5 297 2,669 3.5+4+2 9.5 1-66 1,497 FIRST FLOOR 5.5+4 9.5 132 1,316 16 16 45 450 10 10 50 500 9.5 9.5 128 1,284 12 12 278 2,775 13.5+6 19.5 450 4,497 5+6.5 · 11.5 295 2,948 5+6+10 21 126 1,262 4 4 180 1800 9+4 13 398 3,977 8 8 240 2,400 12+4.5 16.5 377 3,770 6 6 300 3,000 8+9.5 17.5 246 2,457 5+5 10 60 600 5+5+5 15 100 1,000 PE.PPE.R-Sf:A VIE.W 'A' S.P. Type 2 3 2 2 2 5 2 2 2 2 2 2 2 3 2 2 2 3 2 3 2 2 2 2 Hold Downs N.R. MST72 N.R. MST48 N.R. HD8A MST48 N.R. N.R. N.R. N.R. N.R. HD5A HD6A HD5A N.R. HD2A HD5A HD2A HD5A HD5A HD2A N.R. N.R. 01/24/2000 .,, ~ -~ 0 ~ -_j \ ' ' ', ', \ ' ' ' ' ' ' ' ' ' f I f \ \ \ \ \ ' ' ' ' ' ' ', ' ' ' \ ' ' .Jo~ ·, WIS~-St"Ay t G~ (A/?,,~ C) ', ' ' ' ' '\ \ \ \ \ \ \ \ \\ \ \ \ \ \ '\ \ \ '\ '\ \ \ \ \ \ & 11A { /7 Activ~ F~~lt Near-Source This map ,_s intended to be used. in conjunction I the 1997 Uniform Building Code, Tables 16-S an November 1, 1999 • Civil Engineering • Land Planning • Structural • Surveying STRUCTURAL CALCULATIONS FOR MSK -SEAVIEW 'A' DESGRIPTION: CUSTOM SINGLE FAMILY RESIDENCE SEAVIEW WAY CITY OF CARLSBAD ARCHITECT: LAWRENCE PEPPER ARCHITECTS P.O. BOX 9593 FE, CA 92067 EXPIRES I 1 OF 17 Office: 16236 San Dieguito Road, #3 -l ] • Rancho Santa Fe Mailing: PMB-N • 132 N. El Camino Real • Encinitas, CA 92024 Phone 858-756-8696 • Fax 858,.756-8698 I. DESIGN CRITERIA 1) REFERENCES -1997 UNIFORM BUILDING CODE . -MASONRY HANDBOOK, JAMES AMRHEIN,S.E. (5th ED.) · 2) LOADING -ROOF (>4: 12) -CEILING -FLOOR (U.O.N.) -BALCONY(U.O.N.) L.L.=16 PSF, D.L.=19 PSF L.L.=10 PSF, D.L.= 5 PSF L.L.=40 PSF, D.L.=12 PSF L.L,.=60 PSF, D.L.= 5 PSF 3) SEISMIC/ WIND -WIND SEE PART Ill -SEISMIC (ZONE 4) SEE PART Ill 4) TIMBER -REPETITIVE D.F. #2 (OR AS NOTED) -BEAMS/SINGLES D.F. #1 (OR AS NOTED) -GLULAMS COMB 22F-V4 (OR AS NOTED) -MICROlAM/PARALAM BY TRUS JOIST MacMILLAN (M.L./P.L.) 5) CONCRETE 2500 PSI@ 28 DAYS, U.O.N. 6) SOILS SOILS REPORT BY N,o 12..rH Cov 1'JI ~ G,q.Ac::r:, otJ ASBP = j 6°"00 PSF 7) MASONRY WALLS, U.O.N. -F'm = 1500 PSI ;.Fs = 24000 PSI -N = 25.8 -HALF STRESS DESIGN -SOLID GROUT -.NO SPECIAL INSPECTION 8) STEEL STRUCTURAL STEEL PER ASTM A-36 FABRICATED & ERECTED PER ATSC SPECS 9) BOLTS UNLESS OTHERWISE NOTED, ASTM: A307 10) WELDING PER AWS D1.1-77, E70.XX ELECTRODES L06AN £N61N££RIN6 2 of f 1 11/01/1999 1:1. VERTICAL ANALYSIS ROOF DIAPHRAGM: (Min. Req.) 1/2" CDX Plywood (32/16), ST. II E.N.& B.N. 8d @ 6" o.c. F.N. 8d @ 12" o.c. FLOOR DIAPHRAGM: 5/8" T&G Plywood (32/16), ST. II (Min. Req.) E.N.& B.N. 8d @ 6" o.c. F.N. 8d @ 1 O" o.c. V, M, &-Deflection: Determined by the standards set by the , American Institute of Steel Construction Publication, pgs. 2-198 through 2-211. Formulas used in accordance with these standards are as follows: (NOTE: D.F. REQUIREMENTS) A req'd = 1.5 v. F'v Dx= Deflectionmax El S req'd = 12 M Fb (1728)(240) Dx I req'd = {1700}{12} L I req'd = Dx(20.33) L (ft) MATERIAL DESIGN PROPERTIES: D.F. #1 PARALAM MICROLAM GLULAM STEEL Fv Fb E (103) 95 1300 1700 290 2900 20QP 285 2600 1900 190 2200 1700 14500 24000 29000 NOTE: ALL VALUES ARE PSI LOGAN £N6J..N££RIN6 < L -240 ICBO T JI: PFC-5381 PL: ER-4979 3 of) l 11/01/1999 .. ------------ ------·---··-... --·--~ -------·-··-·---------- ~~-=~~~ ;~~ ~§_?1-~ -.-~~w :::~_,z,;(4z}§;;;~~~-4 C ----------·· --------,-------. --,-i ----·---·. ·-----·-·· --~-------~,~12-i:~~~-{oc,ct:·· . -... ----------------------·------.. -·· --·· ---· ·-----------------------. ---~----------··---------------··-__ ... _,~------- ·-------JI,, -12. == 1q~o · ----~---------------41'= ___ ......;. ___________________________________________ _ ,. ----------------- ----------- -------~--------. -------~------------------------------·---------------·-· --- -J~-e._-~s-1-~~-~~~ SP-AN=-$2- 0 ____ ~~-~I w:;._~l-J:~"J~~=3~~-e~----·-=--~.: ---,-~ ------------·----- : :~-=-=~,, -. ~~~-:· ~-: ~? . ;., :et D {l------...1.:::, ~------------- --~------------------------·----·---- -----·--------------··-·---------- --------· ··-------------··-· ··-. --------------+-----'------ I ' 1 ! ; --------···------ ~~-=-~11~~-=-~~J-;3;1_-B:~-~-~--: ...... 1=~:_:~w;====--y:~:~= . · · . ?-;z~r&D~j~t?.;(i~~-~~:~--i~ii~~f-:: :-~-=:~ ~~~~----------~~-_:-\_~g ~~~=:=-~=== -~: 50 =-~~-i - ~--__________ ____ _ __________ -=-====-~:_::~---:. __ 2--'57_o --_ --------------·Z;;:2;,71? ___________ - -----... -----. -------------.-----------. ---.. --·--··---------,-- ------•.::.~ .. -.. . -4-_--_-·--:_------.-=-·'--_ -•-. --. . . 1 ···--. -------:,_ . ----1 ~~5------=~--:-::~:= ;:y ~ 3 Sioil-{ C:"E, -s) · ---::c .LJ < :_: ~: :::::= =~ ------··--1--0 d)_,. • -------·-===:~~~~--~:··=~~--c;,;'\./ ·--__ ·_· -_---0-~'i-()__----.... -.. ---~---·------·---. -.. , --. ----·----~--.--------.. ---------- ---------------------------~ ·----------------------------------------·-------· ·----. . .. -· ------·· .. ----------------------------·--... --------------..... . ----------------------------------------------------. ---. _______________ .. _ ---- --. ------·--. -______ _: ___ -~--~~:__ ~1 ~--: __ ~-~: r -l =---~-:-:::·~--~=:~~:--=-:~~~=-·_·=-·_~=:-.~_-=_--_=:.===-__ -_-__ -_----_-_ -:~_--: __ · __ -· _··_ ._. ·-_-· __:__· _.:__ _ _:_· =· ·-=-:_ ~-=-· _1p~~--7 -:~· ... -------------------. - ------------------· =-;_:~~-~~::::---8·=·-g=-~=:=~=~~=-~-~---~---=b_~_-~---N_·. ·~__:_-/-_·~~~:_~ ---_---___ --~ -W }-?~1\)~--=~ -----:,:---. 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"-,'. .,_-,-'-1 _, _, ,_ ! ' ' ' ; : : ' l -· . ----------·-----'-,-'--i-~~.;......,......-,-1 j 1 • • I ! j j l I I ----------~------------·--~-----------··. ··-v-·-·--~-·-· -----~· '.....j..i_,__: ...J...........,_;__·-: _;_' _;__' _, ._ ~ . i i • ! ' ' . ' --------- --------------i--...:....;..:...~~ I I , I , ', 1 , _____ ..,... ·-·-··--------:.--------'---'--"---'----'- ---·-------~--------~ ·-·· ---··---- ' ' --.. -------- ' I SUMMARY OF VERTICAL DESIGN Beam L(ft)* V (lb) M ( ft-lb) Dx A (in2) S (in3) I (in4) Min. Sizes (D.F., U.O.N.) UPPER ROOF CB-1 15 3,600 13,500 316 57 125 429 6x12 CB-2 15 1,950 7,313 171 31 68 232 6x12 CB-3 9 2,160 2,200 20 34 20 45 4x12 / 6x10 CB-4 22 1,760 9,680 488 28 .89 451 6x14 CB-5 22 3,520 19,360 976 56 179 902 6x14 H-1 9 2,570 5,870 50 41 54 113 3.5x9.5 PL H-2 . 4 2,840 2,790 5 45 26 25 3.5x9.5 PL LOWER ROOF AND FLOOR DJ-1 11.5 535 1,537 21 8 14 37 2x10's@ 12" o/c FB-1 22 6,600 36,300 1,830 104 18 1,691 W 8x40 I 5.125x18 GL, FB-2 20 12,100 45,400 1,970 191 419 .2,003 W 8x40 / 5.125x18 GL FB-3 24 12,000 55,200 3,350 189 510 2,838 W 8x58 / 8.75x18 GL FB-4 15 2,250 8,438 198 36 78 268 3.5x11.88 PL FB-5 15 7,460 25,200 570 118 2:,33 773 7x11.88 PL FB-6 19.5 13,900 62,900 2,440 219 581 2,544 W8x48 FB-7 10 5,200 12,300 120 82 114 244 3.5x11.88 PL FB-8 20 , 13,300 67,500 2,800 210 623 2,846 W8x58 H-3 ~ 2,620 . 4,280 30 41 40 68 4x12 / 6x10 H-4 17 10,900 39,900 1,220 172 368 1,459 5.25x16 PL ~ H-5 4 4,5-80 7,880 11 72 73 56 3.5x9.5 PL H-6 3 2,485 3,008 5 39 28 34 4x12 / 6x10 --h' -H-7 3 3,205 4,020 5 51 37 34 3.5x9.5 PL _j PEPPER-SEA \!IEW 'A' 11/07/1999 Ill. LATERALANALYSIS WIND Vw2 = Ce Cq qs I = 11.8 psf Vw1 = Ce Cq qs I = 10.2 psf Ce Cq qs Where: 2 Story 0.72 1.3 12.6 1.0 1 Story 0.62 SEISMIC (Note: Eh= V) Eh= 2·5 Ca W * = 0.143 W D.L. 1.4 Rw . D.L_. *Divided by 1.4 for A.S.D. Conversion Where:-Z_O_N_E ___ R....,w _____ c....,A..:....., __ N-'-'A'---- 4 5.5 0.44 1.0 SOIL TYPE: S0 2 STORY: Roof+Walls Floor+Walls "EW= w 34 20 54 H 21 10 EWH= WH WH Sum(WH) Wr Eh(psf) 714 42.2 6.0 200 11.8 914· 54.0 7.7 1 STORY: Eh = (Roof o.L. +Wall o.d* 0.143 Eh= 4.9 psf E = p Eh + Ev ; where Ev=0 due to A.S.D. Redundancy Implementation Procedure: 1.) Assume p=1.0 for initi~I seismic design force, Eh. 2.) Determine rmax and Pmax (2 per floor) per Section 1630 of 1997 USC. 3.) E=Eh times appropriate pin 'Summary of Lateral Design' spreadsheet for final sizing of shearwalls and holdowns. WIND GOVERNING LENGTHS L = (Vw*Htrib) I Eh 2nd Story c::::=:> Htnb= 7 Vw*Htrib= 83 L = 14 ft 1st St6ry i::::::> Htnb = 17 Vw*Htrib= 4QQ L = 26 ft 1 Story i::::::> Htnb= 7 Vw*Htrib= 71 L = 15 ft lJ ANALYZE EACH SHEAR LINE PER PLAN FOR WORST CASE CONDITION (ie. Wind or Seismic). DESIGN ACCORDINGLY. PEPPRR-S£A VIEW 'A' 11/01/1999 !:. • ---,. • --------------- ... ---·~-·-------·-----·------ ---------------~--------tJ~R JJ- ·-------., _____ ._ ___ .. -------., -------. _:---=~~~-~ ~ib~ --ft~~ G~~ ~--~ L-~~~------------·-·--------·-----------·-- ----------------. . ---------·. -----------------------------------·-·-----------.. ' --·-··---.------- =v-===-==;-~0-~~:Ill?c ;Jt f i3 tio, D \:;~}loif:b~_---------=~ .. ______ · ---~-:=:-~:.:~-:-_-___ -_ ~-=--·-:--:-·------···-----------····-----------------. ----·--···· ----. ---·-------. -----~--~ F----,-----~-~~~~~J/{o~{):-f{ri]{{po\(1,~ ~}iffii!O~~-=--;~~~=-:~.-~~--::: - .. -----------------------------. ------------------------------· -------------------------· ------------------. -- -·----------·------------·---·-------------------: . -. -TL ·-:~-_~.--: : ----_---: r?q o o ··--------------------------V' ~ ---·-· ------------------~-. . =====-=--=--=---=---=---=----_ -__ -_-___ -___ -__ -_-___ -___ -___ -_ -___ -__ --· _--------_____ · _-_··-_-_··-----=--=--=-----_-_·-_· --------------. _ __,_ ----· ------------------- =-:Ji~;:~~~ =-:--·:·;y?:; {ro-Jc, (/'Jl, J =- -. . . . -• -·-·-----------. . -------------·--·----·---... --- ----¥-·=-=:...~·-:·---·--·--·--.:.-=----.. T7,, 0 -----------··----·----··-· .... Jv' -· ---·-·-------------------.. ··--------------------------- ·---·--------------------------------------------------------------. ---·-··---.... ------' -----------. ------· ··--· ----------. . t.6"80·---·-·---·-· ·-.. --------------~------------- ==· _--1::==I~=~f~~f~~~~i~F2-~(~~Xq~?_5l_J;w: ---~-~~ -·--. ---···· ·--------------· ·-· .. --··----~---·------·------·-·----·· --------_._ -----· -----------· .. -------- -----------· -------' -~---·--- . ----------------------' : , I • ' -------·--· -0 -----vo•-• --·---~----· --'· -__ , --:'_:.' ....;..' +' .;.....' ·......;.· __:.._• .:._• ......:..._ ---------·-·-----~.....;.....,...·-.;.....' '----,-;...!_;_-......;' '_:.·' --- ------------------__ ·-=-=-~.___._=---======:=ti :i--'.__ -'-_ -_ -.__;.._!__ -_-_ -·---·-------------------l--! ---- --------·---· .... --..............-~---· -- . . . -"!. ... ·-··. -.-,----·-· -------··-· ---····-----··----------------· • .··· 10-c{J J ___ _ .., -, ' ,._,. ·------···- .::::-.=-.:::-.::::-_:::-_:::-_:::-_~~----_-----. -·--. ·-· . -___ ,. ____ ·-----·----------·------· .. -----·--·---- ' -·-··-·-------------· ·-·--- ----A--------=-: ==--==-----~~-,:~;/:/-~(:J~~riij~it;QJ.=-:{1;_----_:s_r>~:-_-----~=:=~~-:~:::·~--- .. ··------------ . -----------------··-·-· -----------· -. . . . . -------... ---------·-------------· --==-; 71:: ~ ----\-::{-·-. -·-( ~--=--~1 ~ ----_ -~ -. ~ ----¥' --·----~-·-------· ·- =----_Y. ~_==:---' -=-:-=~~-=---=--~-~=~y ·w __ :..------"1 ~:..J\:.-~~I 1 ~~---~~b°c5c5 ---·--:-~-.... ___ -:-~:--=-:-~~~=-=: --------------·---------,-----------------~------. ·-·---_-_ -~--~ --~----~--------·---------·-------- ------------· -----------· . ------. -. -----------------------· -· -· =---=-=--:--=-=---=-=---=-~---=-=---=-=---=----=---=~=-----==--~---------=-·-=--=~ ·--. ---· -. ···~:·-~::.-=·----_--_··-__ -_··-=--=--=---=---=---=---=---· __ ~----____,-¥~·~:~~{t[}';{--zaJ/1~{1. 'iy/~:--~~--~--__,__----c;~_-04·--=-~-==-~-==-----_--_----_·--·- --·-·····--·-----·· -··---------- -------- -----------·--·--' ' i 1 j r ---=-======'======-·-. ---·-----··------·-··--·.::.. --... -----·-• ' I ---·---··-··--·---·· ---_____ :_:··--=~:·---=-----·---=--·--=--_:::-~~-----,---;.--:-, -:-i-. !-,-' ,.......-, _;_ __ __:___ . ----~----·-------------... -.. . --. -=--=::::.:.::-__:_::-_·==-..:-~.~ ~-----__ -_-_-_·-_-~-_-______ _:'.._ __ -_-:___-_- ---------~---·-·-------··· ..... --·· ----·---·----·-----'--------------· -·-··--··-----------·-----· -'" -·-_, -,·-··-----~--------- /~JJ __ ~----.:.- --------·--·· -------·-------- =~~==-=.=~=:? ··}/4-~ q 2-/-(t~~\f;'; 1 li--J -~ ·,_=cf V?1-? .~ ---------. -. -- ------'---------· ---. ---{ µ,o ------------- ------· -------- l,.cc.J ~ (q-)l?A )Ls-0 -- --l':.· -6<j~ .8 .... -------------- -...:::~-=-------=----__ -_ ---=~---=-~-z-----~-------_:_~.:_::~:_-_ __ ; _,l-~~~ .. ~ ---/_-'. ___ · ~. --------·-·----- . -~V 17 _-:.:~ ---wCJ-o --. _ ... ----------------------·---------- -------g -----. ---· ----------·-· -, - ---------~------------------------------------------ =----,----t-~-_==-~=---=--=--------~~~--i-.~-=----,--~(_l-lJ,---.---.F}@f0_~c : l '"5@~ . -.. -----. ---------------------- =====================---------·_------------------------. ----·-----·--------~-----------------·· ------~-----·-·- --·---------------------------·---------------~---·------s-,-. -• ----------·--· ---- -------------- -----------------·--·-------------·--·-·· ____________ ,........ ___ _ ----. ------------ ···--·--·-----·----------_________________ ,._ __ --------------·· ----------------·------------------·· ·---· --------------------+--------===-----==--:---__::-~=----:-------:-__:_~-·.:..:· ·.:.·=··-=· =-.:..::··.::_· .::_· =:..__:_-_____ . ; __________________ _ FLOOR 2 2 1 1 REDUNDANCY CALCULATIONS GRID AREA Sq Rt AREA F 1616 40 4 1616 40 F 3500 59 5 3500 59 -Per '97 UBC Sect. 1630.1.1 rn= En (10) I Ln / ETot Pn = 2 -[20 I rn(SqRt Area)] E n Ln Etot 5600 12 10860 3600 8 10950 8770 19.5 21830 6220 16.5 22230 PEPPER-SU VIEW 'A' rn p · 0.43 0.84 0.41 0.79 0.21 0:36 ' : 0.17 0.01 , Pmin 1.00 .. 1.00 1.00 1.00 11/03/1999 'il. -~ -h -_j SUMMARY OF COLUMNS GRID # of COL'S. E(k) H (ft) p (k) b. max (in.) $ REQ'D (in.3 ) · 1 2 0.72 ·10.5 0.90 0.63 5 P- FORMULAS USED: P=E(S.5/2.2) I# of Col's Note: 5.5/2:2 = Rw Conversion Amax= 0.005*L(12) S= P(H*12) / Fb I= P(H*12)3 / 3(E)Amax Refer to page 3 for Fb & E "' MAJOR (LONGER) AXIS TO BE PARALLEL TO RESPECTIVE GRID LINE, U.N.O. I REQ'D (in.4) COLUMN SIZE"' 33 2 -8"x4"x3/16'' T.S. 1-l P£PP£R-SEA VIEW' A' 11/03/1999 ,. -u, ~ ----! SUMMARY OF LATERAL DESIGN :, . .. Grid Eh E P.H. S.P. Lengths T.L. Unit Shear (vs) Overturning S.P. Type Hold Downs SECOND FLOOR D 1,640 1,640 9 8+5.5 13.5 121 1,093 2 N.R. F 5,600 5,600 9 6+6 12 467 4,200 3 MST72 G 720 720 9 11 11 65 589 2 N.R. H 2,900 2,900 9 8 8 363 3,263 3 MST72 2 580 580 9 5.5 5.5 105 949 2 N.R. 4 3,600 3,600 9 4.5+3.5 8 450 . 4,050 3 MST72 7 5,190 5,190 9 12+5.5 17.5 297 2,669 3 MST48 10 1,580 1,580 9 3.5+4+2 9.5 166 1,497 2 N.R. FIRST FLOOR A 1,250 1,250 10 5.5+4 9.5 132 1,316 2 N.R. B 720 720 10 8 8 90 900 2 N.R. C 500 500 10 10 10 50 500 2 N.R. D 1,220 1,220 10 9.5 9.5 128 1,284 2 N.R. E 3,330 3,330 10 12 12 278 2,775 3 HD5A F 8,770 8,770 10 13.5+6 19.5 450 4,497 3 HD6A H 3,390 3,390 10 5+6.5 11.5 295 2,948 3 HD5A f I\ 2,650 2,650 10 L5+6 \ 11 241 2,409 2 l HD2A } 1-720 720 10 REFER TO 'SUMMARY OF COLUMNS' 2 -8"x4"x3/16" T.S. 2 5,170 5,170 10 9+4 13 398 3,977 3 HD5A 3 1,920 1,920 10 8 8 240 2,400 2 HD2A -5 6,220 6,220 10 12+4.5 16.5 377 3,770 3 HD5A r- 6 1,800 1,800 10 6 6 300 3,000 3 HD5A · 8 4,300 · 4,300 10 8+9.5 17.5 HD2A ~ C 246 2,457 2 -... ~ , 9 600 600 10 5+5 10 60 600 2 N.R. Q 11 1,500 1,500 10 5+5 10 150 1,500 2 HD2A f'£PP£R-S£A Vm.W 'A' 11/03/1999 ,, :. . ......... IV. FOOTING DESIGN ASBP (psf) 1500 CONTINUOUS FOOTINGS: WIDTH (in.) 15 DEPTH (in.) 18 *Steel in continuous footings shall be per soils report recommendations. 8,125 lbs. SPREAD FOOTINGS: LOAD (lbs.)* PAD No. SIZE (in. SQ.) 17,000 14,000 10,000 * FOR DESIGN PURPOSES, ONLY. P-1 42 P-2 36 P-3 30 j-,. DEPTH (iii.) 24 18 18 f'E.PPE.R-S£A VIEW' A' w #4 REBAR (E.W.) 4 3 3 11/07/1999 Novembe~ 7, 1999 & 1/?1(00 '? (A·rJc.H-Gv'~ • Civil Engineering • Land Planning • .Structural • Surveying STRUCTURAL CALCULATIONS FOR MSK-SEAVIEW 'B' DESCRI.PTION : CUSTOM SINGLE FAMILY RESIDENCE SEAVIEW WAY CITY OF CARLSBAD ARCHITECT: LAWRENCE PEPPER ARCHITECTS P.O. BOX 9593 RANCHO TA FE, CA 92067 619-7 5-5 17 D ·GLAS E. L • C • E • 3·9 7 2 6 EXPIRES 12-31-01 DATE Office: 16236 San Dieguito Road, #3 -11 • Rancho Santa Fe Mailing: PMB-N • 132 N. El Camino Real • Encinitas, CA 92024 {J;C?A I J 7 Phone 858-756-8696 • Fax 858-756-8698 · u l t ~lP SUMMARY OF VERTICAL DESIGN Beam L(ft)* . V (lb) M ( ft-lb) Dx A (in2) S (in3) I (in4) Min. Sizes (D.F., U.O.N.) UPPER ROOF CB-1 24 1,920 11,520 691 30 106 586 GIRDER OR 6x14 CB-2 18 4,540 25,300 810 72 234 915 GIRDER OR 5.25x14 PL CB-3 12 3,990 11,000 140 63 102 237 GIRDER OR 6x12 CB-4 15 3,030 6,640 160 48 61 217 GIRDER OR 6x12 CB-5 4 3,070 2,870 5 48 26 25 GIRDER OR 6x10 CB-6 18 6,940 32,500 1,100 110 300 1,242 GIRDER OR 5.25x16 PL CB-7 12 1,200 3,600 54 19 33 91 GIRDER OR 4x12 H-1 10 3,100 7,750 81 49 72 164 GIRDER OR 3.5x11.25 PL LOWER ROOF AND FLOOR FB-1 7 3,308 5,788 30 52 53 86 3.5x11.88 PL FB-2 6 3,805 7,568 26 60 70 87 3.5x11.88 PL FB-3 12 5,430 21,800 295 86 201 500 5.25x11.88 PL ~ FB-4 14 5,050 15,600 320 80 144 465 ---5.25x11.88 PL -- FB-5 17 5,430 26,200 740 86 242 885 7x11.88 PL \~ 7 ~ FB-6 18 7,240 25,600 870 114 236 983 8.75x12 GL • ~ *Note: 'L' is for calcs only. Refer to plan for actual lengths. PEPPER-SEA VIEW 'B' 01/31/2000 SUMMARY OF VERTICAL DESIGN Beam L (ft)* V (lb) M ( ft-lb) Dx A (in2) S (in3) I (in4) F8-7 25 12,200 61,400 4,230 193 567 3,440 F8-8. 11 2,085 9,955 104 33 92 193 F8-9 14 4,540 11,500 240 72 106 349 H-2 3 1,418 1,063 5 22 10 34 H-3 17 5,090 13,700 370 80 126 442 GARAGE ALTERNATE 8-1 10 1,81-0 3,460 35 29 32 71 8-2 22 12,300 48,700 1,900 194 450 1,756 8-3 9 4,700 9,100 70 74 84 158 GUEST HOUSE C8-8 12 1,320 3,960 59 21 37 101 F8-10 12 3,750 11,250 169 59 104 286 i;:g ~ ~ g. . d,d~Q 8,49Q -7-0 a2 +3 4.§g H-4 5 1,630 3,138 7 26 29 29 H-5 8.5 3,124 6,638 50 49 61 119 *Note: 'L' is for calcs only. Refer to plan for actual lengths. PEPPER-SEA.VIEW 'B' Min. Sizes (D.F ., U.O.N.) 8.75x18 GL 3.5x11.88 PL 3.5x11.88 PL 4x10 / 6x8 3.5x16 PL/ 6x14 4x12 7x16 PL 3.5x11.25 PL 4x12 3:5x14 PL J.aX:~4 Pb 4x10 4x14 / 3.5x11.25 PL 01/31/2000 ~ ----~ ~ ~ SUMMARY OF COLUMNS GRID #of COL'S E(k) H (ft) p (k) D,. max (in.) --. -----' --V ' 1.0 0 L..L.~ U."'tU -FORMULAS USED: P=E(S.5/2.2) /#of Col's Note: 5,5/2.2 = Rw Conversion .6.max = 0.005*L(12) S= P(H*12) / Fb I= P(H*12)3 / 3(E)Llmax Refer to page 3 for Fb & E S REQ'D (in. 3) -.:, * MAJOR (LONGER) AXIS TO BE PARALLEL TO RESPECTIVE GRID LINE, U.N.O. · I REQ'D (in.4) COLUMN SIZE* . ----- "+0 L. -0 Xv Xv/0 I·"· I-I PE.PPE.R-SJKA VI£W 'fB' ~ ·v ~ < Q -'v ~ ~ -0 ~ 11/05/1999 \..f\l SUMMARY OF LATERAL DESIGN .. Grid Eh E P.H. S.P. Lengths T.L. Unit Shear ( // s) Overturning S.P. Type Hold Downs SECOND FLOOR A 650 650 9 7 7 93 836 2 N.R. B 3,170 3,170 9 11.5 . 11.5 276 2,481 2 MST48 C 750 750 9 8 8 94 844 2 N.R. D 1,000 1,000 9 2.5+3+2.5 8 125 1,125 2 N.R. E 750 750 9 4.5 4.5 167 1,500 2 MST37 H 5,820 5,820 9 8.5+8 16.5 353 3,175 3 MST48 I 1,080 1,·080 9 6+6 12 90 810 2 N.R. J 830 830 .9 3.5+3.5 7 119 1,067 2 N.R. : 2 2,320 2,320 9 6.5+7.5+5 19 122 1,099 2 N.R. 3 1,980 1,980 . 9 7 7 283 2,546 2 MST48 4 1,030 1,030 9 7 7 147 1,324 2 N.R. 5 3,560 . 3,560 9 12 12 297 2,670 2 MST48 6 800 800 9 8 8 100 900 2 N.R. 8 3,280 3,280 9 3.5+2.5+5 11 298 2,684 2 MST48 9 800 800 9 7 7 114 1,029 2 N.R. 10 1,350 1,350 9 5 5 270 2,430 2 MST48 FIRST FLOOR A 3,600 3,600 10 "8+4.5 12.5 288 2,880 2 HD5A B 2,400 2,400 10 8.5 8.5 282 2,824 2 HD5A D 4,400 4,400 10 12 12 367 3,667 3 HD5A F 2,400 2,400 10 10 10 240 2,400 2 HD2A G 2,600 2,600 10 6 6 433 4,333 3 HD6A . H 3,600 3,600 10 9 9 400 4,000 3 HD5A I 4,400 4,400 10 7.5+5 12.5 352 3,520 3 HD5A f'£Pf'ER-SEA VIEW 'fB' 01/31/2000 \_}) Grid Eh E P.H. J 2,600 2,600 10 1 2,000 2,000 .10 2 1,800 1,800 10 3 3,000 3,000 10 4 6,810 6,810 10 6 1,800 · 1,800 10 7 5,810 . 5,810 10 9 1,730 1,730 10 11 2,200 2,200 10 BALT 2,220 2,220 10 FALT 2,220 2,220 10 7ALT 5,920 5,920 10 11ALT. 2,220 2,220 10 L 1,800 1,800 9 M 1,800 1,800 9 12 1,800 1,800 9 13 1,800 1,800 9 L 2,310 2,310 9 M · 2,310 2,310 9 12 2,310 2,310 9 13 2,310 2,310 9 SUMMARY OF LATERAL DESIGN S.P. Lengths T.L. Unit Shear (vs) Overturning SIMPSON STRONGWALL ( ICBO: PFC-5485 ) 19.5 19.5 103 1,026 5 5 360 3,600 7 7 429 4,286 10.5+7 17.5 389 3,891 4 4 '450 4,500 12+8 20 291 2,905 8 8 216 2,163 SIMPSON STRONGWALL ( ICBO: PFC-5485 ) ALTERNATE (3 CAR GARAGE) 8.5 8.5 261 2,612 10 10 222 2,220 12+8 20 296 2,960 SIMPSON STRONGWALL ( ICBO: PFC-5485 ) GUEST HOUSE SECOND FLOOR 6 6 300 2,700 8 8 225 2,025 3+3 6 300 2,700 8 8 225 2,025 FIRST FLOOR 6.5 6.5 355 3,198 8 8 289 2,599 SIMPSON STRONGWALL ( ICBO: PFC-5485) 8 8 289 2,599 PEPPER-SE.A Vlf:.W 'B' S.P. Type Hold Downs 2 -SW32x10-4 2 N.R. 3 HD5A 3 HD6A 3 HD5A 3 HD6A 2 HD5A 2 HD2A 2 -SW32x10-4 2 HD2A 2 HD2A 2 HD5A 2 -SW32x10-4 2 MST48 2 MST48 2 MST48 2 MST48 3 HD5A 2 HD2A 3-SW24x9-4 2 HD2A 01/31/2000 ,~ '• l?> ~ ~ -D ·~ \jl November 7, 1999 • Civil Engineering • Land Planning • Structural • Surveying STRUCTURAL CALCULATIONS FOR MSK -SEAVIEW 'B' DESCRIPTION: CUSTOM SINGLE FAMILY RESIDENCE SEAVIEW WAY CITY OF CARLSBAD ARCHITECT: LAWRENCE PEPPER ARCHITECTS P.O. BOX 9593 FE, CA 92067 EXPIRES 1 OF 23 Office: 16236 San Dieguito Road, #3 -11 • Rancho Santa Fe Mailing: PMB-N • 132 N. El Camino Real • Encinitas, CA 92024 · Phone 858-756-8696 • Fax 858-756-8698 I. DESIGN CRITERIA 1) REFERENCES -1997 UNIFORM BUILDING CODE -MASONRY HANDBOOK, JAMES AMRHEIN,S.E. (5th ED.) 2) LOADING -ROOF (>4: 12) -CEILING -FLOOR (U.O.N.) -BALCONY(U.O.N.) 3) SEISMIC/ WIND L.L.=16 PSF, D.L.=19 PSF L.L.=10 PSF, D.L.= 5 PSF L.L.=40 PSF, D.l.=12 PSF L.L.=60 PSF, D.L.= 5 PSF -WIND SEE PART Ill -SEISMIC (ZONE 4) SEE PART Ill 4) TIMBER -REPETITIVE D.F. #2 (OR AS NOTED) -BEAMS/SINGLES D.F. #1 (OR AS NOTED) -GLULAMS COMB 22F-V4 (OR AS NOTED) -MICROLAM/PARALAM BY TRUS JOIST MacMILLAN (M.l./P.L} 5) · CONCRETE 2500PSI @28 DAYS, U.O.N. 6) SOILS SOILS REPORT BY t\l.M .... -(f.{ UUtJt'{ U«i"fk:.:T{{),J ASBP = / 7()0 PSF 7) MASONRY WALLS, U.O.N. -F'm = 1500 PSI -Fs = 24000 PSI -N = 25.8 -HALF STRESS DESrGN -SOLID GROUT -NO SPECIAL INSPECTION 8) STEEL STRUCTURAL STEEL PER ASTM A-36 FABRICATED & ERECTED PER ATSC SPECS 9) BOLTS UNLESS OTHERWISE NOTED, ASTM: A307 10) WELDING PER AWS D1 .1-77, E70XX ELECTRODES LOGAN £N6INEERIN6 2 of 2-~ 11/01/1999 11. VERTICAL ANALYSIS ROOF DIAPHRAGM: (Min. Req.) 1/2" CDX Plywood (32/16), ST. II E.N.& B.N. 8d @ 6" o.c. F.N. 8d@ 12" o.c. FLOOR DIAPHRAGM: 5/8" T&G Plywood (32/16), ST. II (Min. Req.) E.N.& B.N. 9d@ 611 o.c. F.N .. 8d@ 10" o.c. V, M, & Deflection: Determined by the standards set by the American Institute of Steel Construction Publication, pgs. 2-198 through 2-211. Formulas used in accordance with these standards are as follows: (NOTE: D.F. REG1UIREMENTS) A req'd = 1.5 V Fv D= Deflectionmax X El S req'd = 12M Fb (1728)(240) Dx I req'd = {1700}{12} L I req'd = Dx(20.33) L (ft) MATERIAL DESIGN PROPERTIES:. 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UPPER ROOF CB-1. 24 1,920 11,520 691 30 106 586 GIRDER OR 6x14 CB-2 18 4,540 25,300 810 72 234 915 GIRDER OR 5.25x14 PL CB-3 12 3,990 11,000 140 63 102 237 GIRDER OR 6x12 CB-4 15 3,030 6,640 160 48 61 217 GIRDER OR 6x12 CB-5 4 3,070 2,870 5 48 26 25 GIRDER OR 6x10 CB-6 18 6,940 32,500 1,100 · 110 300 1,242 GIRDER OR 5.25x16 PL CB-7 12 1,200 3,600 54 19 33 91 GIRDER OR 4x12 H-1 10 3,100 7,750 81 49 72 164 GIRDER OR 3.5x11.25 PL LOWER ROOF AND FLOOR FB-1 7 3,308 5,788 30 52 53 86 3.5x11.88 PL FB-2 6 3,805 7,568 26 60 70 87 3.5x11.88 PL FB-3 12 5,430 21,800 295 86 201 500 5.25x11.88 PL FB-4 14 5,050 15,600 320 80 144 465 5.25x11.88 PL --- FB-5 17 5,430 26,200 740 86 242 885 7x11.88 PL r FB-6 18 7,240 25,600 870 114 236 -983 8.75x12 GL ~ *Note: 'L' is for calcs only. Refer to plan for actual lengths. PEPPER-SEA VIEW 'B' 11/07/1999 \]'J SUMMARY OF VERTICAL DESIGN Beam L (ft)* V (lb) M ( ft-lb) Dx A (in2) S (in3) I (in4) FB-7 25 12,200 61,400 4,230 193 567 3,440 FB-8 11 2,085 9,955 104 33 92 193 FB-9 14 4,540 11,500 240 72 106 349 H-2 6 3,340 5,500 20 53 51 68 H-3 17 5,090 13,700 370 80 126 442 GARAGE ALTERNATE B-1 10 1,810 3,460 35 29. 32 71 B-2 22 12,300 48,700 1,900 194 450 1,756 B-3 9 4,700 9,100 70 74 84 158 GUEST HOUSE CB-8 12 1,320 3,960 59 21 37 101 FB-10 12 3,750 11,250· 169 59 104 286 FB-11 9 · 3,310 8,490 70 52 78 158 H-4 . 5 1,630 3,138 7 26 29 29 H-5 8 2,940 5,880 39 46 54 100 *Note: 'L' is for calcs only. Refer to plan for actual lengths. PEPPER-SEA VIEW 'B' Min. Sizes (D.F., U.O.N.) 8.75x18 GL · 3.5x11.88 PL 3.5x11.88 PL 3.5x9.5 PL/ 6x10 3.5x16 PL/ 6x14 4x12 7x16 PL 3.5x11.25 PL 4x12 3.5x14 PL 3.5x14 PL 4x10 4x14 / 3.5x9.5 PL 11/07/1999 ---~ ~ ' ../ \'1 0-1 Ill. LATERAL ANALYSIS WIND Vw2 = Ce Cq qs I = 11.8 psf Vw1 = Ce Cq qs I = 10.2 psf Ce ~q qs I Where: 2 Story 0.72 1.3 12.6 1.0 1 Story 0.62 SEISMIC (Note: Eh= V) Eh= 2·5 Ca W * -0-.143 W D.L. 1.4 Rw o.L. - Where: ZONE . Rw 4 5.5 2 STORY: w H WH *Divided by 1.4 for A.S.D. Conversion NA 1.0 SOIL TYPE: S0 WH Sum(WH) Wr Eh(psf) Roof+Walls Floor+Walls 34· 20 20 10 680 41.7 6.0 200 12.3 . "E.W= 54 I:WH= 880 54.0 7.7 1 STORY: Eh= (Roof o.L.+Wall o.d* 0.143 Eh= 4.9 psf E = p Eh + Ev ; where Ev=0 due to AS.D. Redundancy Implementation Procedure: 1.) Assume p=1.0 for initial seismic design force, Eh. 2.) Determine r max and Pmax (2 per floor) per Section 1630 of 1997 USC. 3.) E=Eh times appropriate p in 'Summary of Lateral Design' spreadsheet for final sizing of shearwalls and holdowns. WIND GOVERNING LENGTHS L = (Vw*Htrib) I Eh 2nd Story t:::::> Htrib = 7 Vw*Htrib= 83 L= 14 ft 1st Story c::=:> Htrib = 17 Vw*Htrib= 200 L= 26 ft 1 Story c::=:> Htrib = 7 Vw*Htrib= 71 L= 15 ft ~ ANALYZE ~ACH SHEAR LINE PER PLAN FOR WORST CASE CONDITION (ie. Wind or Seismic). DESIGN ACCORDINGLY. 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H 2155 46 8 2155 46 G 2700 52 3 2700 52 L 300 17 12 300 I 17 L 300 17 13 300 17 Per '97 UBC Sect. 1630.1.1 rn = En (10) I Ln / Erot Pn = 2 -[20 / rn(SqRt Area)] En Ln Etot 5820 16.5 14050 3280 11 15120 2600 6 26000 3000 7 25150 1800 6 3600 1800 6 3600 2310 6.5 4620 2310 8 4620 PEPPER-SEA VIEW 'B' ,. rn p Pmin 0.25 0.28 1.00 0.20 -0.18 1.00 0.17 -0.31 1.00 0.17 -0.26 1.00 0.83 0.61 1.00 -0.83 0.61 1.00 0.77 0.50 1.00 0.63 0.15 1.00 -_D C ..><J ~ 11/05/1999 '\J'\ SUMMARY OF COLUMNS GRID # of COL'S E(k) H (ft) p (k) b,. max(in.) S REQ'D (in.3) 6 2 1.8 8 2.25 0.48 9 FORMULAS USED: P=E(S.5/2.2) I# of Col's S= P(H*12) / Fb Note: 5.5/2.2 = Rw Conversion L1max = 0.005*L(12) I:= P(H*12)3 / 3(E).6.m~x Refer to page 3 for Fb & E L -. MAJOR (LONGER) AXIS TO BE PARALLEL TO RESPECTIVE GRID LINE, U.N.O. I Rea·o (in.4) COLUMN SIZE* 48 2 -8"x3"x3/8" T.S. '1-l P£PP£R-S£A VIEW 'fB' ~ 0 ~ 11/05/1999 \J'J SUMMARY OF LATERAL DESIGN Grid Eh E P.H. S.P. Lengths T.L. Unit Shear (vs) Overturning S.P. Type Hold Downs SECOND FLOOR A 650 650 9 7 7 93 836 2 N.R. B 3,170 3,170 9 11.5 11.5 276 2,481 3 MST48 C 750 750 9 8 8 94 844 2 N.R. D 1,000 1,000 9 2.5+3+2.5 8 125' 1,1.25 2 N.R. E 750 750 9 . 4.5 4.5 167 1,500 4 MST37 H 5,820 . 5,820 9 8.5+8 16.5 353 3,175 3 MST48 I 1,080 1,080 9 6+6 12 90 810 2 N.R. J 830 830 9 3.5+3.5 7 119 1,067 2 N.R. 2 2,320 2,320 9 6.5+7.5+5 19 122 1,099 ' 2 N.R. 3 1,980 1,980 9 7 7 283 2,546 3 MST48 4 1,030 1,0~0 9 7 7 147 1!324 2 N.R. 5 3,560 3,560 9 12 12 297 2,670 3 MST48 6 800 800 9 8 8 100 900 2 N.R. 8 3,280 3,280 9 -3.5+2.5+5 11 298 2,684 3 MST48 9 800 800 9 7 7 114 1,029 2 N.R. 10 1,350 1,350 9 5 5 270 2,430 3 MST48 FIRST FLOOR A 3,600 3,600 10 8+5.5 13.5 · 267 2,667 3 HD2A B 2,400 2,400 10 8.5 8.5 282 2,824 3 HD5A D 4,400 4,400 10 12 12 367 3,667 3 HD5A • l'\ F 2,400 2,400 10 10 10 240 2,400 2 HD2A \ - G 2,600 2,600 10 6 6 433 4,333 3 HD6A ,~S , H 3,600 3,600 10 8.5 8.5 424 4,235 3 HD6A I 4,400 4,400 10 7.5+5 12.5 352 3,520 3 HD5A -~ '-1'-l PEPPER-SEA VIEW 'B' 11/05/1999 SUMMARY OF LATERAL DESIGN Grid Eh E P.H. S.P. Lengths T.L. Unit Shear (vs) Overturning S.P. Type Hold Downs J 2,600 2,600 10 SIMPSON STRONGWALL ( ICBO: PFC-5485 ) 2 -SW32x10-4 1 2,000 2,000 10 19.5 19.5 103 1,026 2 N.R. 2 1,800 1,800 10 5 5 360 3,600 3 HD5A 3 3,000 3,000 10 ' 7 1 429 4,286_ 3 HD6A 4 6,810 6,810 10 10.5+7 17.5 389 3,891 3 HD5A 6 1,800 1,800. 10 REFER TO 'SUMMARY OF COLUMNS' 2 -8"x3"x3/8" T.S. 7 5,810 5,810 10 12+8 20 291 2,905 3 HD5A 9 1,730 1,730 10 7 7 247 2,471 2 HD2A 11 2,200 2,200 10 SIMPSON STRONGWALL ( ICBO: PFC-5485 ) 2 -SW32x10-4 ALTERNATE (3 CAR GARAGE) BALT 2,220 2,220 10 8.5 8.5 261 2,612 3 HD2A FALT 2,220 2,220 10 10 10 222 2,220 2 HD2A ?ALT 5,920 5,920 10 12+8 20 296 2,960 3 HD5A 11ALT 2,220 2,220 10 SIMPSON STRONGWALL ( ICBO: PFC-5485 ) 2 -SW32x10-4 GUEST HOUSE SECOND FLOOR L 1,800 1,800 9 6 6 300 2,700 3 MST48 M 1,800 1,800 9 8 8 225 2,025 2 MST48 . 12 1,800 1,800 9 3+3 6 300 2,700 3 MST48 13 1,800 · 1,800 9 8 8 225 2,025 2 MST48 FIRST FLOOR L 2,310 2,310 9 6.5 6.5 355 3,198 3 HD5A ~ M 2,310 2,310 9 8 8 289 2,599 3 ' HD2A ·1 12 2,310 2,310 9 SIMPSON STRONGWALL ( ICBO: PFC-5485 ) 3-SW24x9-4 13 2,310 · 2,310 9 8 8 289 2,599 3 HD2A - PE.PPE.R-SM YIE.W 'IB' 11/05/1999 ~ ~ IV. FOOTING DESIGN ASBP (psf) 1500 CONTINUOUS FOOTINGS: WIDTH (in.) 15 DEPTH (in.) 18 *Steel in continuous footings shall be per soils report recommendations. PMAx= 8,125 lbs. j ' w SPREAD FOOTINGS: LOAD (lbs.)* PAD NQ. SIZE (in. SQ.) DEPTH (in.) #4 REBAR (E.W.) 12.,300 *FOR DESIGN PURPOSES, ONLY. P-1 34 18 3 PEPPER-SKA Vlt::W 'B' 11/07/1999 November 8, 1999 ·& 1/z,0i/oo -:ftA~~ • Civil Engineering • Land Planning • Structural • Surveying STRUCTURAL CALCULATIONS FOR MSK-SEAVIEW 'C' DESCRIPTION: CUSTOM SINGLE FAMILY RESIDENCE SEAVIEW WAY CITY OF CARLSBAD ARCHITECT: LAWRENCE PEPPER ARCHITECTS P.O. BOX 9593 S TA FE, CA 92067 5817 EXPIRES ,J.. OF 17 Office: 16236 San Dieguito Road, #3 -l l • Rancho Santa Fe Mailing: PMB-N • 132 N. EJ Camino Real • Encinitas, CA 92024 Phone 858-756-8696 • Fax 858-756-8698 SUMMARY OF VERTICAL DESIGN Beam L (ft)* V (lb) M ( ft-lb) Dx A (in2) S (in3) I (in4) UPPER ROOF CB-1. 18 5,900 27,200 870 93 251 983 CB-2 17 6,460 27,455 827 102 253 988 CB-3 12 4,400 12,700 190 69 117 322 CB-4 22 1,760 9,680 488 28 89 451 CB-5 20 1,600 8,000 333 25 74 339 CB-6 16 1,600 6,400 171 25 59 217 H-1 5 2,970 6,925 15 47 64 60 H-2 12 2,790 6,560 100 44 61 169 FLOOR DB-1 17 2,380 10,115 305 38 93 364 FB-1 14 1,750 4,920 90 28 45 131 FB-2 17 6,700 26,1-00 790 106 241 945 FB-3 17 10,600 43,200 1,300 167 399 1,555 FB-4 25 16,900 81,200 5,620 267 750 4,570 FB-5 25 12,500 68,400 4,800 -197 631 3,903 FB-6 10 4,360 10,200 110 69 94 224 FB-7 7 8,050 21,800 100 127 201 290 FB-8 19 8,930 28,800 1,100 141 266 1,177 FB-9 11 7,540 16,400 220 119 151 407 H-3 9 9,058 36,354 253 143 336 571 H-4 17 9,640 56,300 1,385 152 520 1,656 H-5 5 8,650 21,375 45 137 197 182 *Note: 'L' is for calcs only. Refer to plan for actual lengths. P£PP£R-SEA VI£W 'C' " Min. Sizes (D.F., U.O.N.) 5.25x14 PL/ GIRDER 5.25x14 PL/ GIRDER 4x14 / 6x12 / GIRDER 4x14 /6x12 / GIRDER 4x14 / 6x12 / GIRDER 4x12 / 6x10 / GIRDER 4x14 / 3.5x9.5 PL 4x14 / 3.5x9.5 PL 3.5x11.88 PL / 6x12 3.5x11.88 PL 5.125x18 GL / W 8x35 5.125x18 GL /W 8x35 10.75x18 GL / W 10x60 10.75x18 GL / W 10x60 3.5x11.88 PL 5.25x11.88 PL 5.125x15 GL / W 8x28 5.25x11.88 PL 5.25x14 PL 5.25x16 PL 3.5x14 PL 01/31/2000 &> _S) C ....:r:, --.j "- SUMMARY OF COLUMNS GRID # of COl-'S E(k) H (ft) p (k) f:j_ max (in.) 5 REQ'D (in.3) I REQ'D (in. 4) · · COLUMN SIZE* E 3 3.27 8 2.73 0.48 11 58 ,-.. ~rit.11 .... _,.,._,~'-'.'II -r-r'\ V -I V " ,, ---• I 'J I • '-' • 6 2 0.93 . 10 1.16 0.60 6 ,..,.. ,-, nl -01, ~ I.A "'II "T" C" vv L. -V ,. ,._. I V 1 • '-' • R >~ l FORMULAS USED: ~ J~ P=E(5.5/2.2) I# of Col's Note: 5.5/2.2 = Rw Conversion L'.lmax = .0.005*L(12) S= P(H*12) / Fb I= P(H*12)3 / 3(E).6.max Refer to page 3 for Fb & E * MAJOR (LONGER) AXIS TO BE PARALLEL TO RESPECTIVE GRID LINE, U.N.O. f-! P£PP£R-S£A VI£W 'C' -_d ·6°' ~ ~~ ~ .--_ (r' C .\ ~ -~ 11/08/1999 Grid Eh E P.H. C 2,480 2,480 9 D 2,690 2,690 9 E 1,440 1,440 9 F 1,440 1,440 9 G-H 4,960 4,960 9 J .1,010 1,010 9 2 2,270 2,270 9 4 . 3,640 3,640 9 5 2,740 2,740 9 7 3,220 3,220 9 8 1,680 1,680 9 A 670 670 10 8 2,720 2,720 10 D 7,230 7,230 10 E 3,270 3,270 8 G-J 5,660 5,660 10 I 3,270 3,270 10 1 1,250 1,250 10 2 3,000 3,000 10 3 5,200 5,200 10 4 1,850 1,850 10 5 4,390 4,390 10 6 930 930 10 7 5,030 5,030 10 8 4,010 4,010 10 SUMMARY OF LATERAL DESIGN S.P. Lengths T.L. Unit Shear (vs) Overturning SECOND FLOOR 13.5 13.5 184 1,653 10 10 269 2,421 4+4 8 180 1,620. 12 12 120 1,080 12.5+8 20.5 242 2,178 -8 8 126 1,136 5.5+3 8.5 267 2,404 10.5 10.5 347 3,120 12 12 228 2,055 7.5 7.5 429 3,864 3+3 6 280 2,520 FIRST FLOOR 5 5 134 1,340 7 7 389 3,886 13+5 18 402 4,017 SIMPSON STRONGWALL: ICBO # PFC-5485 7.5+8 15.5 365 3,652 8+7.5 15.5 211 2,110 5 5 250 2,500 7+5 12 250 2,500 6+10 16 325 3,250 10 10 185 1,850 4.25+6.5+7 17.75 247 2,473 7 7 133 1,329 8.5+9.5 18 279 2,794 5+3+3+5 16 251 2,506 P:E.PP£R-SEA VIEW 'CC' .. S.P. Type Hold Downs 2 MST37 2 MST48 2 MST37 2 N.R. 2 MST48 2 N.R. 2 MST48 2 MST48 2 MST48 3 MST72 2 MST48 2 N.R. 3 HD5A 3 HD6A SW24x8-4 & SW32x10-4 3 HD5A 2 HD2A 2 HD2A 2 HD2A 2 HD5A 2 HD2A 2 HD2A 2 N.R. 2 HD5A 2 HD2A 01/29/2000 C? <;;- ~ -.J November 8, 1999 • Civil Engineering • Land Planning • Structural • Surveying STRUCTURAL CALCULATIONS FOR MSK -SEAVIEW 'C' DESCRIPTION: CUSTOM SINGLE FAMILY RESIDENCE SEAVIEW WAY CITY OF CARLSBAD ARCHITECT: LAWRENCE PEPPER ARCHITECTS P.O. BOX 9593 RANCHO SANTA FE, CA 92067 619-756 817- EXPIRES 1 OF 17 Office: l 6236 San D.ieguito Rood, #3 -11 • Rancho Santa Fe Mailing: PMB-N • 132 N. El Camino Real • Encinitas, CA 92024 Phone 858-756-8696 • Fax 858-756-8698 I. DESIGN CRITERIA 1) REFERENCES -1997 UNIFORM BUILDING CODE -. MASONRY HANDBOOK, JAMES AMRHEIN,S.E. (5th ED.) 2) LOADING -ROOF (>4:12) -CEILING -FLOOR (U.0.N.) -BALCONY(U.0.N.) L.L.=16 PSF, D.L.=19 PSF L.L.=10 PSF, D.L.= 5 PSF L.L.=40 PSF, D.L.=12 PSF L.L.=60 PSF, D.L.= 5 PSF 3) SEISMIC/ WIND -WIND SEE PART Ill -SEISMIC (ZONE 4) SEE PART Ill 4) TIMBER -REPETITIVE D.F. #2 (OR AS NOTED) -BEAMS/SINGLES D.F. #1 (OR AS NOTED) -GLULAMS COMB 22F-V4 (OR AS NOTED) -MICROLAM/PARALAM BY TRUS JOIST MacMILLAN (M.L./P.L.) 5) CONCRETE 2500 PSI@ 28 DAYS, U.O.N. 6) SOILS SOILS REPORT BY Norz_,H Cou,..1r'1 CoM?Ac:1·10.,.J ASBP= {'?00 PSF 7) MASONRY WALLS, U.O.N. -F'm = 1500 PSI -Fs = 24000 PSI -N = 25.8 -HALF STRESS DESIGN -SOLID GROUT -NO SPECIAL INSPECTION 8) STEEL STRUCTURAL STEEL PER ASTM A-36 FABRICATED & ERECTED PERATSC SPECS 9) BOLTS UNLESS OTHERWISE NOTED, ASTM: A307 10) WELDING PER AWS 01 .1-77, E70XX ELECTRODES LOGAN £.N6INE.E.RIN6 2 of [ l 11/01/1999 11. VERTICAL ANALYSIS ROOF DIAPHRAGM: (Min. Req.) 1/2" CDX Plywood (32/16), ST. II E.N.& B.N. 8d @ 611 o.c. F.N. 8d @ 12" o.c. FLOOR DIAPHRAGM: 5/811 T&G Plywood (32/16), ST. II (Min. Req.) E.N.& B.N. 8d @ 611 o.c. F.N. 8d@ 1011 o.c. V, M, ·& Deflection: Determined by the standards set by the American Institute of Steel Construction Publication, pgs. 2-198 through 2-211 .. Formulas used in accordance with these standards are as follows: (~OTE: b.F. REQUIREMENTS) A req'd = 1.5 V Fv D = Deflection max X El S req'd = 1.2M Fb ( 1728)(240) Dx I req'd -{1.700}{12} L I req'd = Dx(20.33) L (ft) MATERIAL DESIGN-PROPERTIES.: D.F. #1 PARALAM MICROLAM GLULAM STEEL Fv Fb E (103) 95 1300 1700 290 2900 2000 285 2600 1900 190 2200 1700 14500 24000 29000 NOTE: ALL VALUES ARE PSI LOGAN EN6IN£ERIN6 < L -240 ICBO TJI: PFC-5381 PL: ER-4979 3 of ( 7 11/01/1999 --j----·-------------- --.. ----------. --.. 4······-f. . --·----.... -· -. --l) ·-·---l--J· . -.. -----·-·· . ------------. - ---·-·--.... -. . --·····-·-·---·--:----------------··· .. --... ----. ---··--------------- -~'---fZ.:oo~F -~ --_-· ---------- ----··-----------------------------·--·--···· ---.. --------· -------------·--- --··------. ----·-· -·-·--. --------------· -·--~ ·-------------· --·--·--- ~;CB-;c_{~ {-_ -, sPM,.17 '--_--_-_-_· .. , w~ {14 '{4~) __ ~=#:io~rf&~ _ ___ --:::--··· -=:-~ -I--~ ~ -~--1&i .•. _·· -~_ •.•.. : .. ···.... • .--~-~= ---=-~--, -- ----------------------- -----------. ·---------· ---- --·----... -. -------------=-------_-_-_-_ --------_-·_---_-----~----------=-=--=--------------···-··--·-··-· ··-·------·-------·--·- ·-----------------------.. ---------------------·------ -----· ·-·. ----. . -. -. --·-·-·-----·. ··- ~-=&i~~ /::: ~~ -~?Af\J~ 1 ~{ /~ , w-; _2.,~~~~i~q~-?:_'ff_:?:::=:_ .•. -·-· -:..,.. -------------------· -·. ----=---··_-·.:._~---_ _.·.· __ ~-e_·t: .::_(:_~ o_o .,,..._~·----· ~--~-~ =~-~~·~~~~=·.~=~~~~=~·~ ~ ~~----------··--·-···-----·-·--·-· .. ... . -----------·----------------· -----------. -. ---------------------· -----. ---·---------~.' -. -------------~ -------------- ---·---······-·- -----------··-----· --·------~ ·t--·--.... . . ----·--------- -------------·--· ·-··--· .. -. -------------------- . ----~---··· ------------------··· -. --· -··--··------·-· -· .. ------------------~--------------------.-.---,------------··---. ---- -. . ___________ .,._ ---------- ----. ------· --------------. ---·--· -··----'---- -···--·--· ·---____;_----------~-·---· --. ----· ------------.--------... ------·----·--·--------·--·-. ----.. ------------ -------·---· --· . ---·-·-------·--· ------· ----- -----.-------------------·--- --,-------------------------------------------... -·---------~--------- ------------· ·------~-- --------------------------···-----'--,---'------------------------------·--------------------------------------------------------------- ------. -------- . . . ·---------·---------· ---,,---------. . -. . - ------------·--·--· ---·-... -.,-. ------------. . . ' •· - . ---------------·- -· -------------~p~~~~s--s~o~----~:#-~ --~~-.:-~2-'_..-·:\ :~-~-~ . :~:: ~ ~-:~~;-___ ·-_ ---. ·----·-··· -----~.-=--=-(fi--e-TZ-z.,,)_=.----------------------···-----· ... , , ; .. ===--===~J~i--~~~i~1o~F-Yi::_~q~---= ~~=--~--.-:~ --· ···:-~-, T :--- ----------__ . ---. --l)-1-= LJ --------------------------------·-----· -. . . , : : : : ; . : . ---- -----~--------~ --·---• ---------------•··----------------·• , 'II, , t, __ --------------------------· -· -----~---------------------, ! 1 l -----·---~------------------------------------------------------~ --------------------·----------. ········ ... ··------------------ --.. -----------------------------. -. -. . ------------------------- ---... - .t) .r-l .. ~ . ----------_· P-=-~+ ~--__ , .. . --_ --·-;.-,--~-----------------.. ·----------------------------·-·-. --~ 1±~~~:~:: ... : ·. , ,;~N~ -i 1 -·, Vl_)t(1 f)t4~)_+J-3?fJoo~:-43£--=~: -----=----------·· --·.. ---------··------···------=----r __ . ~ --=-. .:.:=_.~ , _ • ;-q ·o=iz/ ..... · . 1 f ~ I &o0 i . Ii:~-": o_ ?:.-/1~Q_:,t-fll;I) i-p1 . -------------=~=-__ rz _=·--.:.-.=_· ____ --~-_:_~=--=:. =-=--=:-~---~~ .. _ ... lf~-~--12-,1 ___ ------~~---~:~-~~~~ -------------~---·--------------·-------------~-. --------------- -----------------------·-------···-------------. .. . .. -------····--··-·· . . . . . -· --------~--- -------------------·-----·--·-----·--· -·-----. --------------------------·--------- =~-=1::.i·l:;_r:_j =~--: -~. -' ~ ~: :-~--'_~:.·c \ ,· ·w·· --.----~~] ~ :·171.~~-------··--_------·-____ --- --~:_rt __ -::,_=.-=)----. ___ ~rr .,....N -::;:, _ -t;;/" r. ik--__ : __ : :: :.:=.::~-:-.:=-_:_ _____ --=~=--=-· _,.. _____ ----.... -------------------------------------·---· ~-l 1_· /1 (2 (). -_t!:;--.uA L) #-/ ---- --=·-------·_-· _______ : ·: _. ___ -, if' :·.: ~T~-~ -lP-'1-__ -~ _ --~·,n·I ~~L-=-~~~~-~~~ ---------~:-===~~----·: __ =~ _f.. ?_--_E_k)~C?-=~-~----_ -~:----(_f~-~4 =-~~~-------_------------------_-- ------------~ ---------.. ·····-·-··---·-·-·-. -----. ----------------------------·····-------·--·--·--------'----- ····-·-· ·-···------~-------------·. -----------··------------------___ ,___ __ ---··------·--·-----··-·. . ... -·-····· --·-· ···-----·-·-·- --------~-----------· ---------. ---·· --.. __ _. ____ ---. ------·--·--·-----------·----------- -------·-. ---------· -·------------···----. ---------·-·---'----- ·---· ·----------------------··-· -----· -·-. --·----··--·---.. -. ·-. -----------------·----~ ·----------------------------·--- ----------------·----------------·-··-.... --------------------------.. ---·------------------·--.. •· ----------------------- .... ··-----·-·---.......!----- --. ~ -·------------·-----'------·------------·-·------...... -·-··--···· - ·····-· ··------------···----····· -· .. --······--· .. ----- ... ····-·-·····--------- ' I f .... ···-···----------,---;.----' . . ... . ... -· .... --------------'----. ' ' ~----------------~--------------· --. . . .... .. ·-··· ···-__ ...,_._.,._+----......;--,--~-----·------·-·-· .. ' ' ' ·•·· ·----··-··--.. ------.. ----.. --·. ·-.... ·---···-------'----' -·--·• -·· -··. ----·· ----------··-------- ... ··-···-·---·--- ... ··-···------,...+---- .. -----· ·----- ......... ·----------'---- SUMMARY OF VERTICAL DESIGN Beam L (ft)* V fib) M ( ft-lb) D X A (in2) S (in3) I (in4) Min. Sizes (D.F., U.O.N.) UPPER ROOF CB-1 18 5,900 27,200 870 93 251 983 5.25x14 PL/ GIRDER CB-2 17 6,460 27,455 827 102 253 988 5.25x14 PL/ GIRDER CB-3 12 4,400 12,700 190 69 117 322 4x14/ 6x12 / GIRDER CB-4 22 1,760 9,680 488 28 89 451 4x14 / 6x12 / GIRDER CB-5 20 1,600 8,000 333 25 74 339 4x14 / 6x12 / GIRDER CB-6 16 1,600 6,400 171 25 59 217 4x12 / 6x10 / GIRDER H-1 5 2,970 6,925 15 47 64 60 4x14 / 3.5x9.5 PL H-2 12 2,790 6,560 · 100 44 61 169 4x14 / 3.5x9.5 PL FLOOR DB-1 17 2,380 10,115 305 38 93 364 3.5x11.88 PL/ 6x12 FB-1 14 1,750 4,920 90 28 45 131 3.5x11.88 PL FB-2 17 6,700 26,100 790 106 241 945 5.125x18 GL / W 8x35 FB-3 17 10,600 43,200 1,300 167 399 1,555 5.125x18 GL / W 8x35 FB-4 25 16,900 81,200 5,620 267 750 4,570 10.75x18 GL / W 1'0x60 FB-5 25 12,500 68,400 4,800 197 631 3,903 10.75x18 GL / W 10x60 FB-6 10 4,360 10,200 110 69 94 224 3.5x11.88 PL FB-7 7 8,050 21,800 100 127 201 290 5.25x11.88 PL FB-8 19 8,930 28,800 1,100 141 266 1,177 5.125x15 GL/W 8x28 FB-9 11 7,540 16,400 220 119 151 407 5.25x11.88 PL ~ H-3 9 9,058 36,354 253 143 336 571 5.25x14 PL Q. -r> H-4 17 9,640 56,300 1,385 152 520 1,656 5.25x16 PL ~ H-5 5 8,650 21,375 45 137 197 182 3.5x14 PL _J *Note: 'L' is for calcs only. Refer to plan for actual lengths. PEPPER-SEA VIEW 'C' 11/08/1999 Ill. LATERAL ANALYSIS WIND Vw2 = Ce Cq qs I= 11.8 psf Vw1 = Ce Cq qs I = 10.3 psf Ce Cq qs Where: 2 Story 0.72 1.3 12.6 1 Story 0.63 SEISMIC (Note: Eh= V) Eh= 2·5 Ca W D.L.* -0.143 W D.L. 1.4 Rw I 1.0 *Divided by 1.4 for A.S.D. Conversion Where:-Z __ O_N_E ___ R.;.,;,w _____ c .... A _____ N ..... A ___ 4 5.5 0.44 1.0 SOIL TYPE: S0 2 STORY: Roof+Walls Floor+Walls w 34 . 20 54. H 20 to I:WH= WH · WH Eh (psf) Sum(W H) Wr . . 680 41.7 6.0 200 12.3 880 54.0 7.7 1 STORY: (Roof o.L.+Wall o.d* 0.143 4.9 psf E = p Eh + Ev ; where Ev=0 due to A.S.D. Redundancy Implementation Procedure: t.) Assume p=t.0 for initial seismic design force, Eh. 2.) Determine rmax ~nd Pmax (2 per floor) per Section 1630 of 1997 UBC. 3.) E=Eh times appropriate pin 'Summary of Lateral Design' spreadsheet for final sizing of shearwalls and holdowns. WIND GOVERNING LENGTHS L = (Vw*Htrib) I Eh 2nd Story ==:> Htrib = 10 Vw*Htnb= 118 L= 1st Story ==:> Htrib = 20 Vw*Htrib= 23@ L= 1 Story ==:> Htnb= 10 Vw*Htrib= 103 L= ·~ ANALYZE EACH SHEAR LINE PER PLAN FOR WORST CASE CONDITION (ie. Wind or Seismic). DESIGN ACCORDINGLY. P£PP£R-S£A VIE.W 'C' 20 ft 31 ft 21 ft 11/01/1999 ----------------- -.. --· --. . --- ---· ------· . -------··---------· ----------·-------·---·-· - :__-_. ____ ~~ ~o-~-i::-~12.: ·-·-·_ ·G,2,0 .. L1,vt% -•... ----------~----·-··-··-· .. ---------· ... -- - . -.I ·f;,----. ', -------·· -· -·-·---------------------.. ---------------------. -----------------·-·---·-·-· -----------------·· .. -- .____, ______ --... -· --. . ·---------·-· --·-. --·--·· --···---- =-----E--_· _--~--:---- --l ---• -.. -------------·--·-. --------·-··-··-- ,--/ -.,J. -----------· VL .. ~ (440'* ? -------------· --. ----------·-------------· ----·-------- ------.. -·-·--·-···· -·-···-... ----------------···-. . . -------------·--- -. ------------------------- ---.... ·-· ------· ------·-·--·· ------------------------.. ----. ----. ---------~-..:'---- -••--•M ---• • ----------•--• ~ • --··---·-• ---• ----·-• ------------. . -----·------------- -------------~----,------.-------~ ---------~ - ·"·-t.------·----~-------- -----------------------..... ----· · ··· ··· ········· -IZ{-· tJ_ ... ---·---·------------- ----... ··-·-----...----..... -, --------•-----• ~==q ·.. ~~-·~. ~: .~· ~u ·~ .·• (-1:~ ~ ~ ~e) { .{;. 0 5. ·£:··· ~7~ii.~¥!~;~~ ~ - ··--·---·--------~-------·. -. -. ------· . . . .,.... _____ -·· ·---. -----·-·· --------------.. --- :=7=: ··==~=:·='."~-i}~.1_310.~·+),~iX:z-z-'£4) ~~~?~iw~~~.· .. ___ · £i=! . -=~~~~~:J>:t.~t~~~l--~ :S( () .· -./~id~~·~-~-=~~=:··· .. ' ' -~---------_______ .¥;_ ··-----·----------·· --·----------.. . . ... -• -----··-------------. -------· ·• - ·-------·-------------------------·-------------------------------·-----~-~=~ -~ --~-~f;~?ir _-·(i,n,~=-bii,o ----L, ~ei5 --··-·-----------------~ ------~ :=-A=-:~·::.:==:~--~~~~ _ ·-, · ,:;; ., . :.~ l ~, fl\ i ~ :::-/ _ 70 --~ ~· .. : --------·-· --· ------rt----------yv - -J?i L 1' v. ~ --1 (JI · --· -·· · · ·· ------------------. -··-·-----. --------.. , ·-. .. ----~-------------------------------~----------------------. -. ---·-----·-~-·--~-----·· ---· ---.. ~I~-----T~=J;··~i,--~~-rq·=S-"(--A o~ ------------------------------= __ . ~B -~=-=--~: ----------~-: ~ -v? ~--~ ~~I:(_ -1~ _-;! t _ -1 _'rt"-'.·, -:J-+ -------------------~----:-·-~-~~~~-__ ;· ~ --------·-----------------------· ·------------IJ--:(--70 ~l.,,, '\ ----"'7-~::1,"i~------•-·==--==--: .. -~::.::. -~:-·_ .. --:-_ -: _. . __ -_ ... : · ~l:? _·_ . v_ -} ~'--: I I I ) -. v .. {. -~--~---~= ~-:-.-.. -·_ ----·------·---. . .. --. -·----------------·-------·- -_:·_--~_--:=I===== :,. ~ ;;_~(~ ~-c~~-~)}lv(_1. 7 ~1,:q/ +~:.-=:~~==.;=::~ •.. =-------=-----_--=----~:=--=-·----=-=·: .. :.._:__=:.--:.--=--::.l-"/§_~ s-_~ [ 4:~_J_(_:7 '·1 ) · ~-~~ 7 J-:'}~c?--=:.:==~·=-=--=0-==~=-- --------· .. ------------------------------------ ---~-=-£_.·--=----:-~----=-·~~~ .. ~~z=f1i,~J(~;4~J_C-i.7~;~~3~-0_-~_==-_-~----~-~~~ -------------··· --------.......... --------------- ~=~if::r=~.~~-.-.:>-~t]it?1E4i)c/.·7)-~~E"k-t.12~_It ---~--~-----·-~---··---------------"·--· ·-_____ ---------·-. --------· ··------------------·· . -- ' ------·-------------------. ··---. ·-------------·-·-·· ------------------ . ----------.. ------------------.... ----------· ---·---- ------------------·- ---1------,-----------=-·---r1- -----------. --------, . -----:, ----------·-···-·. ---------·--· --.. ----· ---------------------. - ---·-fl -I ---~ r ____ ( 3_£_.:__---11_ ---------~------------------------------ ::..,t-·.-:-::..-=.-:=-~-----------·. ----· .. -·:::_ ____ - ----·--· . -----------... ,tf._ ------·---· ------2 -~ --=_-_7_0_0 0 -------, ·-· ---- ·------·--------·------·---·-------~---------· -------------------- -------·---·--------· ·-· .. ----~ . -[l"i~--c ·2;~ ''·>t,.-"77S; iq-~=~tJ~~=: -· ·.· · -------------------~- -~ -__ · --. :fi. ---_--~-. -- ........ ---·-·-·---------- --------------------- ----------------------------------------------------------------·----------·---------- _==7-____ S==;;==; ~~~f ~=c~ ~~ :~:~'/ 7 (~s]~6;:;~~~o_3-r/±~ ----------------------------------------------_____ ,, ------·--· -------------------,-----------------------------,------------~ _ \l __ ._:-~~( 1 ,·~li-3~ ·\.~~Th?Y'lk __ ·-~~;=---~-=---~~-- ---tN-. -----· ____ __. ___ ------------~---. ...._-.~---- --·-------------------- ---------------'-'-------·--____________ _; _____ _ ------------------- ----.. ----------· --------------------------~-.------------------~.:_·_-_-------~--------------·-----------------------·_::_::_-_·-_-_-_-·_-_--_-_·-_-__ _ FLOOR 2 2 1 1 REDUNDANCY CALCULATIONS GRID AREA Sq Rt AREA D 1917 44 7 1917 44 D 3227 57 3 3227 57 Per '97 UBC Sect. 1630.1.1 rn = En (10) l Ln / Erot Pn = 2 -[20 Ir n(SqRt Area)] En Ln Etot 2690 10 14020 3220 7.5 13550 7230 17 22820 5200 16 25660 PEPPER-SEA VIEW 'C' (• rn p Pmin 0.19 -0.38 1.00 0.32 n.56 1.00 0.19 0.11 1.00 0.13 -0.78 1.00 -~ \ c::::-7. ~ _j 11/08/1999 SUMMARY OF COLUMNS GRID #of COL'S E(k) H (ft) p (k) /J,. max (in.} $ REQ'D (in.3} .. E 3 3.27 8 2.73 0.48 11 6 2 0.93 10 1.16 0.60 6 P- FORMULAS USED: P=E(S.5/2.2) I# of Col's Note: 5.5/2.2 = Rw Conversion ~max= 0.005*L{12) S= P(H*12) / Fb I= P(H*12)3 / 3(E)L\max Refer to pag.e 3 for Fb & E * MAJOR (LONGER) AXIS TO BE PARALLEL TO RESPECTIVE GRID LINE, U.N:O. ,. I REQ'D (in. 4) COLUMN SIZE* 58 3 -10"x4"x3/16" T.S. 38 2 -8"x4"x3/16" T.S. !-l .--_ (r' ---..J PEPPER-Sfu\ VIEW 'C' 11/08/1999 SUMMARY OF LATERAL DESIGN Grid Eh E P.H. S.P. Lengths T.L. Unit Shear ( LI s) Overturning S.P. Type Hold Downs SECOND FLOOR c· 2,480 2,480 9 13.5 13.5 184 1,653 2 MST37 D 2,690 2,690 9 10 1.0 269 2,421 3 MST48 '' E 1,440 1,440 9 4+4 8 180 1,620 2 MST37 F 1,440 1,440 9 12 12 120 1,080 2 N.R. G-H 4,960 4,960 9 1'2.5+8 20.5 242 2,178 2 MST48 J 1,010 1,010 9 8 8 126 1,136 2 N.R. 2 2,270 2,270 9 4.5+3 7.5 303 2,724 3 MST48 4 3,640 3,640 9 10.5 10.5 347 3,120 3 MST48 5 2,740 2,740 9 1'2 12 228 2,055 2 MST48 7 3,220 3,220 9 7.5 7.5 429 3,864 3 MST72 8 1,680 1,680 9 3+3 6 280 2,520 3 MST48 FIRST FLOOR - A 670 670 10 5 5 134 · 1,340 2 N.R. . B 2,720 2,720 10 7 7 389 3,886 3 HD5A D 7,230 7,230 10 13+4 17 425 4,253 3 HD6A E 3,270 3,270 8 REFER TO 'SUMMARY OF COLUMNS' 3 -10"x4"x3/16" T.S. G-J 5,660 5,660 10 7.5+8 15.5 365 3,652 3 HD5A I 3,270 3,270 10 8+7.5 15.5 2.11 2,110 2 HD2A 1 1,250 1,250 10 5 5 250 2,500 2 HD2A 2 3,000 3,000 10 7+5 12 250 2,500 2 HD2A 3 5,200 5,200 10 6+10 16 325 3,250 3 HD5A ---> 4 1,850 1,850 10 10 10 185 1,850 2 HD2A f5"' 5 4,390 4,390 10 4.25+6.5+7 17.75 247 2,473 2 HD2A ~ 6 930 930 -10 REFER TO 'SUMMARY OF COLUMNS' 2 -8"x4"x3/16" T.S. r ' ~ 7 5,030 5,030 10 8.5+9.5 18 '279 2,794 3 HD5A -_j 8 4,010 4,010 10 5+3+3+5 16 251 2,506 2 HD2A PEPPER-SEA VIEW 'C' 11/08/1999 IV. FOOTING DESIGN ASBP (psf) 1500 CONTINUOUS FOOTINGS: WIDTH (in.) 15 DEPTH (in.) 18 *Steel in continuous footings shall be per soils report recommendations. 8,125 lbs. SPREAD FOOTINGS: LOAD (lbs.)* PAD No. SIZE (in. SQ.) 18,200 12,500 9,500 *FOR DESIGN PURPOSES, ONLY. P-1 42 P-2 36 P-3 30 j j ...-,~-------, w DEPTH (in.) #4 REBAR (E.W.) 24 4 18 3 18 3 P£PP£R-SEAYl£W 'C' 11/08/1999 NORTH COUNTY COMPACTION ENGINEERING, I~C. January 20, 2000 Project No. CE-5662 MSK Development c/o Lawrence Pepper, AIA P. 0. Box 9593 Rancho Santa Fe, CA 92067 Subject: Seismic Design Consideration 3612 Seav1ewWay Calrsbad, California · Reference: "Preliminary Soils Investigation" prepared by North County Compaction Engineering, Inc., dated October 19, 1998 Gentlemen: Per the request of Lawrence Pepper, AIA, we are providing herein seismic design considerations with regard to the subject project. Seismic Design Considerations (Soil Parameters) A) Soil Profile= SD (Table 16-J of the 1997 Uniform Building Code) B.) Type 'B' Fault (Rose Canyon/ Newport-Inglewood) C.) Distance= 9 km (California Department of conservation, Division of Mines and Geology [maps] in conjunction with tables 16-S and 16-T of the 1997 Uniform Building Code) If you have any questions, please do not hesitate to contact us. This opportunity to be of service is sincerely appreciated . . Respectfully submitted, North County COMPACTION ENGINEERING, INC. ~t.~ President RKA:paj cc: (3) submitted ~~ DaleR. Reg . Registered Ci~~~~~@: Geotechnical Engu-=::::::::~-;:;:,- P. 0. BOX 302002 * ESCONDIDO, CA 92030 * (760)480-1116· FAX (760)741-6568 . (2 V . (J(C!1lt-7 ·1~ II PACIFIC SOILS ENGINEERING, INC. . ~ 7715 CONVOY COURT, SAN DIEGO, CALIFORN.IA 92111 ~ TELEPHONE: (858) 560-1713, FAX: (858) 560-0380 MSK DEVELOPMENT 5142 Avenida Encinas . · Carlsbad, CA §2009 October 9, 2000 Work Order 400736 Attention: Subject: References: Gentlemen: Mr. Jim Kamphuis Grading Report for the Seaview Project, CT 98-21, Lots ·1 through 9, inclusive, in the City of Carlsbad, CA See Appendix This report presents Pacific Soils Engineering, lnc.'s (PSE) geotechnical data and test- ing results pertaining to the completion of grading for the Seaview project, CT 98-21, lots 1 through 9, inclusive, located in the City of Carlsbad, California. The project con- sists of nine building pads and associated streets, slopes, and retaining walls. Data developed during project grading is Sllmmarized in the text of this report, on the enclosed 40-scale grading plan prepared by Buccola Engineering, Inc. (sheet 2 of 4), Table I and Table II. Also presented herein are the foundation and slab design recom- mendations based upon field and laboratory testing of as-graded soil conditions. Cuts, fills and processing -of original ground covered by this report have been com- pleted under PSE's testing and observation. Based on the testing and observation, the work is considered to be in general compliance with the City of Carlsbad grading code criteria, the approved as-built plans, and the referenced geotechnical reports. LOS ANGELES COUNTY TEL: (310) 325-7272 or (323) 775-6771 FAX: (714) 220-9589, RIVERSIDE COUNTY TEL: (909) 676-8195 FAX: (909) 676-1879 SOUTH ORANGE COUNTY TEL: (714) 730-2122 FAX: (714) 730-5191 .._ , -· Work Order 400736 -; _, October 9, 2000 Page 2 ' , ~ ;·,. Completed work has been reviewed and is considered suitable for the construction now ; .~ planned. Slopes are considered surficially and grossly stable and will remain so under :\ '. normal conditions. To reduce exposure to. erosion, landscaping of graded slopes l ,, ~ :·, should be accomplished as soon as possible. Drainage berms and swales should be ,, , ; ·~ established and maintained to aid in long term slope protection. , ·' A report summarizing our observations and test results for the keystone walls will be J :'" : . presented in a separate report. l ' ,i .' i ; ! ,:; 1.0 ENGINEERING GEOLOGY ' -' , ' , ' ? .' l:, :\ · 1.1 Geologic Units ! (-- The geologic units encountered during site grading of the Sea view project, lots 1 through 9, include undocumented fill, topsoil, Pleistocene-age ter- race deposits, and the Eocene-age Santiago Formation. The as-graded distribution of these units is shown on the enclosed grading plans (sheet 2 of 4). -Undocumented Fill (No Map Symbol) Undocumented fill was encountered in the northwest portion of the site, adjacent to building pad 3 during grading operations. This undocumented fill consisted of loose, dry, silty sand and deJeterious material. The un- documented fill was removed to terrace deposits or Santiago Formation within a 1 : 1 (horizontal to vertical) projection of structural fill prior to placement of compacted fill. PACIFIC SOILS ENGINEERING, INC. ., . '· ; } : ./ ... Work Order 400736 October 9.-, 2000 Page 3 Topsoil (No Map Symbol) Topsoil blanketed the site and was composed of medium gray-brown, slightly moist, silty sand with some clay, and was completely removed within a 1 : 1 projection of structural fill, during grading operations prior to placement of compacted fill. Terrace Deposits (Map Symbol Qt) Pleistocene-age marine terrace deposits correlated with the Lindavista Formation (Kennedy 1.996) were encountered below the topsoil through- out the site. This unit is predominately a clayey sand to silty sand, that is red-brown, fine to medium grained, very dense, and massive. The upper two (2) to four (4) feet of this unit is highly weathered and porous. The highly weathered portion of this unit was removed prior to fill placement. Santiago Formation (Map Symbol Tsa) The Santiago Formation directly underlies the terrace deposits below the subject pads. This unit was encountered predominantly below elevation 65, at the westerly end of the site, within the keyway, and consists of hard, light gr.ay to light yellow brown, silty sandstone, that was massive to mod- erately bedded. · 1.2 Structure Bedding within the Santiago Formation was observed to be flay-lying. Bedding attitudes within localized areas of the subject pads were ob- served to be gently dipping to the SQL!thwest. PACIFIC SOILS ENGINEERING, INC. ,: ,. ::· :·.: ,: ,' ,. I" ',' r: ,, (: . .,• ~:. t:,· (-', L' i\-: \·: f, . ,. i'·· r', r I': I:: ,, '· !·:· ,,, •,· ,· .. !. ,,· • .. '• '• ·.,· ·,·: .. ~· Work Order 400736 Page 4 ' .t October 9, 2000 . :,1 ... , ";! :~ ",1 ~1 ·1 ,,< 'I~ -._~ . I 'j ~ .:. .~ '1¥ -~:1; "!1 >~-~-~ ' ~~ : !:l i • ~~ t, '. ii J : ~1 '::~ ',,, .~ ·~ ·:l ' ,,{ t . '.:.i ,:,i '~ '.':/ i :) ,: tl · •If : ~j ' ;i ,:~~ A few minor fractures were observed within the terrace deposits, in the area of the subject pads, with strikes that varied from N-S to 77W. Geo- logic attitudes mapped dming grading are presented on sheet 2 of 4. No faulting was observed during grading. 1.3 Subdrains No canyon subdrains were recommended in the area of the subject pads, due to the lack of canyons. A subsurface drainage system was con- , structed along the westerly boundary of the site, associated with the key- way for the design fill slope. The drain was constructed with four (4) inch perforated, schedule 40 PVC pipe surrounded by approximately four cubic feet of crushed rock per lineal foot, and wrapped in filter fabric. The outlet pipe is composed of four-inch ·schedule 40 PVC pipe that ends within the existing concrete swale located just offsite, westerly of building pad 3. 1.4 Corrective Grading No corrective grading in the form of stabilization fills or buttresses were recommended for the area of the subject pads. ' }f 1.5 Conclusions . ~ : :j From an engineering geologic viewpoint, the Seaview project, CT 98-21, ,: ~i lots 1 through 9, inclusive, is suitable for its intended residential use. ,I iJt ',1 ~~ ,:~1 ·:t I •·i ~~ .,jl ' ~, 'd : it ;~t ' ' ', ,{ PACiFIC SOILS ENGINEERING, INC. "' ,, ,· ,'' . ' ,, ' ' ! Work Order 400736 Page 5 'k · , October 9, 2000 ·~ . .' ., · .i =i--=--0 _P:...;R:..=..O=-J:::c.:;E=-.;;C;...:T~G;...:Rc..;;;A...;.;:D:;;..;;l~N-=G ·~ 2.1 Compaction Test Results Compaction test results are presented in Table I and approximate loca- tions of tests are shown on the enclosed 40-scale grading plan (sheet 2 of 4), prepared by Buccola engineering, Inc. 2.2 Removals 2.2.1 Removals to unweathered terrace deposits and Santiago Forma- tion were accomplished in the fill areas of the subject site. Prior to placement of compacted fill, the exposed surface was scarified, moisture conditioned to a minimum of optimum moisture or slightly above and compacted in-place to a minimum of 90 percent of the laboratory maximum density (ASTM:D 1557-91). 2.2.2 Removals, excavations., cleanouts and processing in preparing fill areas, were observed by PS E's representative prior to placement of fill reported herein. 2.3 Compacted Fill Placement 2.3.1 Fill consisting of the soil types indicated in Table I was placed in thin lifts (approximately six to eight inches), moisture conditioned to optimum moisture or slightly gbove and compacted to a minimum PACIFIC SOILS ENGINEERING, INC. ,. (' l': ' ,;. ,\ ' ':,: ' ' _; Work Order 400736 October 9, 2000 Page 6 of 90 percent of the laboratory maximum dry density (ASMT:D 1557.,91 ). This was accomplished utilizing self-propelled, rubber- tired compactors, along with heavy earth moving equipment. Each succeeding fill lift was treated in a similar manner. 2.3.2 Fill material placed on slope gradients steeper than 5-horizont to 1- vertical was keyed and benched into the terrace deposits and San- tiago Formation. The upper soils were stripped off and benched out on the flatter slopes in such a manner that compacted fill is in contact with the terrace deposits or Santiago Formation. Compaction testing was p.erformed for each one (1) and two (2) feet of fill placed. The approximate maximum vertical depth of fill placed on the subject pads during this grading operation is on the order of seventeen (17 .O.:!:) feet beneath lots 2 and 3. The approximate maximum vertical depth of fill placed on individual lots is summarized on Table II. 2.5 Fill Slope Construction 2.5.1 The fill slopes were overbuilt by at least three (3) horizontal feet, and trimmed back to expose the compacted slope face, and the slope face was then further compacted by track walking. 2.5.2 Finish slope surfaces have been probed and/or tested and are considered to satisfy the project requirements and the grading codes of the City of Carlsbad. The soil materials utilized to con- struct the fill slopes are granular in nature and subject to potential PACIFIC SOILS ENGINEERING, INC. ; ,\, i" ,., I ,' f !, i: -,\ . '.{ .,. Work Order 400736 October 9, 2000 Page 7 erosion. As such, landscaping and irrigation management are im- portant elements in the long term performance of slopes and should be established and maintained as soon as possible. 2.6 Cut/fill Transition Pads Lots 4, 5 and 9 were design cut/fill transition lots. The cut portion of these lots was overexcavated a minimum of three (3) feet and replaced with compacted fill. · : ~ Lot 8 was a design cut lot on which unsuitable material was exposed at : '7{ finish grade. This lot was overexcavated a minimum of three (3) feet and ' ~'{ : ::~ replaced with compacted fill. : 'iii : :I ' ,:-~ :; ;)¥ 3.0 . PROPOSED DEVELOPMENT 1 .] ·~ -~ Lt " 1 The subject building pads are scheduled for residential use. One-and two-story, } ill: single family dwellings with associated improvements are proposed. Soil Cate- 1 ~ ; :.-, §Ory I post-tensioned and/or conventional slab-on-grade foundation systems may -~ I be utilized for support of the structures on lots 1 through 9. :; ;f ) ~l 4.0 FOUNDATION DESIGN RECOMMENDATIONS 11J '> ,I~ :: b~t ; .1:} 4.1 Materials encountered in cut areas and utilized for compacted fill ranged ~ ~f~ { ;;i from very low to low in expansion potential. An evaluation and sampling : : ~-:t \ ;;; of the post-grading ~oil condition·s were conducted to determine the ex- ';, ~,.; j ~i: pansion index per UBC Standard No. 18-2. That evaluation revealed very t ~ ! \~ _: ,~ low to low expansive materials on the subject building pads. Laboratory ·. ~-;i ; 11 test data is presented in Table A. PACIFIC SOILS ENGINEERING, INC. Work Order 400736 October 9, 2000 LOT NO. 1,2 3,4 5,6 7-9 TABLE A EXPANSION EXPANSION INDEX POTENTIAL SOIL {UBC TABLE 18-1-B) 2 Very Low 2 Very Low 0 Very Low 4 Very Low CATEGORY I I I I Page 8 Based on the data presented in Table A, the following foundation design criteria is presented. 4.2 · Foundation Design Criteria Foundations forstruct1;1res may be designed based on the following val- ues. Allowable Bearing: 1500 lbs./sq.ft. Lateral Bearing: 250.lbs./sq.ft. at a depth of 12 inches plus 150 lbs./sq.ft. for each additional 12 inches embedment to a maximum of 1500 lbs./sq.ft. Coefficient of Lateral Sliding: 0.31 Settlement: Total = 3/4 inch Differential = 3/8 inch in 20 feet. ··! 'ii ~ !; The above values may be increased as allowed by code to resist transient ~, ·~ ii loading conditions, such as wind or seismic. :-.~* ~ :} ' ,Jr: ~ J 4.3 Post-Tensioned Foundation System Minimum Design ' _;.,,- i ., Recommendations j ~ Post-tensioned foundation systems should be designed utilizing the rec- ': ·1-! ~ ommendations contained in section 4.2 and Table B. ~·t ' -~"'- J ~ ·: ~! ; :/ ~ ;.~ '· ;; PACIFIC SOILS ENGINEERING, INC. II !I l·I I I ·1 "D )> n ;; n UI 0 i= ID m 2 GJ z m m JJ 2 ~ 2 p ,._-f1~.«>,;.~..;_ .. _:,_!_,_: -~-~-•,<-_ .:;'".!-'._":!:_":',_"-··· ,,._ ,,_~:,,_ ,-;!, ._,_' ~ Oytober 9, 2000 TABLE B POST-TENSIONED FOUN,DATION DESIGN CRITERIA CENTER LIFT EDGELIFT All Perimeter Beam 12 Inch Deep 18 Inch Deep 24 Inch Deep 30 Inch Deep SOIL EXPANSION· LOT Conditions Perimeter Beam Perimeter Beam Perimeter Beam Perimeter B$am <;ATE-POTENTIAL NOS. Em (ft.} Ym (in.} Em (ft.) Ym (in.) Em (ft.) Ym (in.) Em {ft.) Ym (in.) Em (ft.} Ym (in.) GORY I Very,Low 1-9 6.0 3.2 3.5 0.48 3.50 0.43 3.50 0.38 3.50 0.33 to Low Footing/Slab Dimensions , The footing width, depth and the structural slab-on-grade thickness shall be as specified by the structural engineer ba$ed upon the soil parameters pro- vided by PSE and the requirements of the most current UBC. Under-Slab Reguirements -Soil Catego!Y I A 10-mil (minimum) polyvinyl membrane should be placed below all slabs-on-grade within living and moisture sensitive areas. This membrane should be covered with a minimum of two {2} inches of clean sand. This membrane should also be underlain with two {2) inches of clean sand. Slab Subgrade Moisture Reguirements Soil Category I Minimum of 110 percent of optimum moisture immediately prior to placing concrete. Footing Embedment If exterior footings adjacent to drainage swales are to exist within five (5) feet horizontally of the swale, the footing should be embedded sufficiently to as-· sure embedment below the swale bottom is maintained. Footings Adjacent to slopes should be embedded such that at least eight (8) feet is provided hori- zontally from edge of the footing to the face of the slope. 0003B Work Order 400736 October 9, 2000 TABLE C CONVENTIONAL FOUNDATION DESIGN PARAMETERS Expansion Potential Very Low -Lots 1 through 9 Soil Category I Footing Degth Below Lowest Adjacent Finish Grade One-Story Interior 12inches One-Story Exterior 12inches Two-Story Interior 12inches Two-Story Exterior · 18 inches . Footing· Width One-Story 12inches Two-Story 15inches . . Footing Reinforcement One-Story No. 4 rebars, one (1) on top, one (1) on bottom. ~ Two-Story No. 4 rebars, one (1) on top, one (1) on bottom. Slab Thickness 4 inches (actual) Slab Reinforcement No. 3 rebars spaced 18 inches on center, each way. Under-Slab Reguirement 2 inches of clean sand over 10-mil Visqueen, underlain with 2 inches of clean sand. Slab Subgrade Moisture Minimum of 110 percent of optimum moisture prior to placing con- crete. Footing Embedment Next to Swales and Sloges If exterior footings adjacent to drainage swales are to exist within five (5) feet horizontally of the swale, the footing should be embedded sufficiently to assure embedment below the swale bottom is maintained. Footings adjacent to slopes should be embedded such that at least eight (8) feet is provided horizontally from edge of the footing to the face of the slope. Garages A grade beam refnforced continuously with the garage footings shall be constructed across the garage en- trance, tying together the ends of the perimeter footings' and between individual spread footings. This grade beam should be embedded at the same depth as the adjacent perimeter footings. A thickened slab, separated ·by a cold joint from the garage beam, should be provided at the garage entrance. Minimum dimensions of the thickened edge shall be six (6) inches deep. Footing depth, width and reinforcement should be the same as the structure. Slab thickness, reinforcement and under-slab treatment should be the same as the structure. PACIFIC ~OILS ENGINEERING, INC, ·,· .. Work Order 400736 October 9, 2000 Page 9 4.4 Conventional Fo_undation System Minimum Design Recommendations Conventional foundation systems should be designed utilizing the recom- mendations contained in section 4.2 and Table C. 4.5 Retaining Walls Retaining wall foundations may be designed with the criteria presented in section 4.2 and the following: 4.5.1 Earth Pressure Coefficients For Level Backfill: Active Equivalent Fluid Pressure = 4 7 pcf Passive Equivalent Fluid Pressure = 288 pcf For 2 : 1 Sloping Backfill: Active Equivalent Fluid Pressure·= 67 pcf 4.5.2 Other Design Considerations Passive earth pressure coefficients used in the design of retaining walls should consider descending slopes when retaining walls are positioned at the top of slopes and/or on the face of slopes. Re- taining wall design should consider the additional surcharge loads for superjacent slopes and/or footings, where appropriate. 4.5.3 Waterproofing and Drainage System Cantilever arid/or restrained retaining walls should be waterproofed to accommodate the anticipated irrigation water and backfilled with free draining material (SE ~ 30) to within 18 inches of grade and compacted to project specifications to minimize water marks. PACIFIC SOILS ENGINEERING, INC. ~if ~' . ·& , if Work Order 400736 ,I l October 9, 2000 Page 10 ' •.-. J ,ff 4.6 Native soils shall be utilized in the upper 18 inches. Drainage sys- tems including, as a minimum, a four (4) inch diameter perforated drain line surrounded by three (3) cubic feet per lineal foot of three- . quarter (3/4) inch to one ( 1) inch crushed rock, wrapped with a suitable filter fabric, should be p·rovided to cantilever and restrained retaining walls to relieve hydrostatic pressure. 4.5.4 Footing Inspections Footing excavations for retaining walls should be observed by the project soil engineer or his representative. Exterior Slabs and Walkways 4.6.1 Subgrade Moisture The subgrade below exterior slabs, sidewalks, driveways, patios, etc. should be moisture conditioned to a minimum of 110 percent of optimum moisture content prior to concrete placement. 4.6.2 Control Joints Weakened plane joints should be installed on walkways at ap- proximately eight (8) to ten (10) foot intervals. Other exterior slabs should be designed to withstand shrinkage of the concrete. 4.6.3 Flatwork Reinforcement Consideration should be given to reinforcing exterior flatwork, minimally, with six inch by six inch, No. 10 by No. 10 welded wire mesh. PACIFIC SOILS ENGINEERING, INC. '" ., • Work Order 400736 October 9, 2000 Page 11 4.7 Sulfate Testing Sulfate testing was conducted on representative samples of soils utilized for compacted fill on building pads (Plates A-1 through A-3). Test results indicate that the soils used to construct the building pads exhibited "negli- gible" sulfate concentrations as classified by UBC 1997 Table 19-A-4. 5.0 OTHER DESIGN AND CONSTRUCTION CONSIDERATIONS 5.1 Site Drainage Positive drainage away from structures should be provided and main- tained. Roof, pad and slope ·drainage should be collected and directed away from the proposed structures to approved disposal areas. It is im- portant that drainage be directed away from foundations. This is espe- cially true in patio areas and green belt areas. The recommended drain- age patterns should be established at the time of fine grading and main- tained throughout the life of the structure. 5.2 Service Utility Trench Backfill' Service utility trench backfill should be accomplished in accordance with the prevailing criteria of the City of Cc;1rlsbad. 5.3 Seismic Design Seismic design should be based upon current and applicable building code requirements. PACIFIC SOILS ENGINEERING, INC. • Work Order 400736 October 9, 2000 Page 12 6.0 HOMEOWNER CONSTRUCTION AND MAINTENANCE RESPONSIBILITIES During and upon completion of mass grading of the subject site, representative soil samples were tested for expansive soil characteristics and soluble sulfate concentrations. The results of these tests are presented in section 4.1 (Table A) and Plates A-1 through A-3 of this report. In addition, certain pads contain manufactured slopes within or adjacent to the buildi'ng pad area. All of these conditions should be considered in design, construction, and maintenance of homeowner improvements. The homeowner should be advised of certain re- sponsibilities they must accept in consideration of these factors. Suggested in- formation to educate the homeowners regarding these responsibilities is pre- sented in Appendix B. We suggest that this information be provided to all home- owners as part of an information packet during the sales process. PACIFIC SOI.LS ENGINEERING, INC, 1 ~,~-' .:~· r • Work Order 400736 October 9, 2000 Page 13 This report presents information and data relative to the mass grading and/or placement of compacted fill at the subject site. A representative(s) of this firm conducted periodic tests and observations during the progress of the construc- tion in an effort to determine whether compliance with the project drawings, specifications and Building Code were ·being obtained. The presence of our per- sonnel during the work process did not involve the direction or supervision of the contractor. Technical advice and suggestions were provided to the owner and/or his rnpresentative based upon the results of the tests and observations. Com- pleted work under the purview of this report is considered suitable for the in- tended use. Conditions of the reference reports remain applicable unless spe- cifically .superseded herein. Respectfully submitted, PACIFIC SOILS ENGINEERING, INC. eviewed by: Dist: (6) Addressee (2) Buccola Engineering, Inc., Attn: Mr. Phil Buccola RAT/JAC/JAH:sl/0003 PACIFIC SOILS ENGINEERING, INC, . t NORTH COCJNTY if,'> . ~"""'OMPACTION .: · 1 . ENCHNEERING, INC. -,r., ~ ·-,· :~· ;- .; .. > ~ T :· • . ··::- ,.._ , ',•' .... , • ~-f . , ' . f. •, .-., .v •• • l ,\' .. : .. ·- ,_,,, .... : , .... . . ... . PRELIMINARY SOILS INVESTIGATION ...... ••• j ·' '~ . PREP AR.};:D_~OR:f.:·X·\ ... !-i.;{~J/!:J/ '.-;"::\:: . ~ ... . ";;f ;'f ~IDl!/tt;f f tlt'~ljtttt1I~~)}•-··• SK Development Group : ' ,l•J u.'.. , • ., '· • , • ,' ,.,~ , :~-5142 Avenida Ericirias i. ·· .. :Carlsbad; '<:~A 92008 .. ; .·~~~:.: ., .. ·-. ,,., ...... ·/- P.O. BOX 302002 * ESCONDIDO, CA 92030 (760) 480-1116 . -·:. -·-;· .. :~ ~-· ... • .. ' ' , ... , . !, ··-J. t .,;~· ~: [· ... !!;_'..:· !:{ORTH COCJNTY COMPACTION EN·GINEERING, INC. MSK Development Group 5142 Avenida Encinas Carlsbad, CA 92008 SUBJECT: Proposed Nine Lot Residential Subdivision 3612 Seaview Way Carlsbad, California October 19, 1998 Project No. CE-5662 ,·~~-~.. . -flt-'.· · .. :: In respons~ to yo_ur request, we have performed a Preliminary Soils Investigation for the subject 1i¥t;;lt0 ject . • e . . . .· . . . jtf:tii J;;f~T/·;-~;·{1 The'purpqse of our investigation was to evaluate the ·suitability of the site for'tne·proposed -irt_;:s-;,: .. ;:})evefopment and make recommendations with regard to site grading and foilndation design. -tlir)~ .--/~~:~--:··,:· · -·.--~_.:-_ .. ~_-...... -·::-:·· -:~ ......... ~-:~-. . . . . . · .. ~Ittf=:~:~:· .... _ ... . . :i£.\:: '· ····_Briefly, our investigation revealed the presence ofcompressible topsoils (old fill/plowed ground) f~:/? · · .. -·. ~~ o·veriying the site from 2 feet to 4 feet in depth. In addition, soils possessing'°moqerate expansion ~~-~ .:.-i . ' •• ·, • -• . . . ~ ' -. . '. • -. .I.\ i : ••• ' :#fl.\/'::.-· :··potential were. encountered on the western region of the property. Hqwever,' it is our opinion, the t?f>/ ·?'<··~ite' is suitable for the proposed development, provided recommendations s~t 'iorth: in the attached ·i~:, •" "'., .:: : report are adhered to ' . ' ·, . ·-,.i;<:'\f! '·,>: .. ,: .!?/:···~:::)._?~ ... :: · · --\: · · ·: . ;_ ·. . . ': . ~-6ti~!'.f?\ · . 1feft:·:-. · ·-·~ If you have any questions, please do not hesitate to contact us. This opportunity to be of service l'. ·. is sincerely appreciated. _: ·>::·:·;· ~:::~ ~ . ; ~-~·· ,,\~ ::a;: , --~,-· Respectfully submitted, ,·: .... -.. t: "'£·~ • • i;:_ -~~:-:,·. -~ • .. ' -~. l:' }--: . :if~-~' m:-· ... ;-.-~ .'f,•. lf ~ 1F'~ I• t>·· y--.. ..... ~ s 4 ::..: ~ _-North-County . COMPACTION E~CiNEERING; I~C. -~}:;~,,c;,,,--- Ronald K. Adams President . RKA:kla cc: (3) submitted (2) filed .. ' ... -,;?::,.: ~ ~ . ,, ' ,·, ,, -:;.-·.· -. ·Registered Civil Engmeer 2768 · Geotechnical Engineei< o~q 1 9 P~o. BOX 302002 * ESCONDlDO, CA 92030 (760) 480~1116 '· -<• NORTH COUNTY C:OMPACTION ENG"INEERING, INC. TABLE OF CONTENTS '.·'· . -~ ' ' •' , ..... :; • of~ • . '·. ·=. -·~·· -;_ .... ,"".. :: . : . APPENDIX:· .. ·.: ':·:, : ./' •! ... Appendix~: Exploration Legend & Unified Soil Classificati~n Chart . .., -~ .. .-,.t. Plate No. One .. . . ~ Plate No. Two through Six Plate No. Sev~n · ,,, ',••, • I• . . ' '--~ . ' ... , · .. T~st· Pit Location· Plan Exploration Logs Tabulation bf Test Results Appendix B: Recommended Grading Specifications J . :. ·' :: " ' ~ORTH COUNTY COMPACTION ENGINEERING, INC. 1. PURPOSE AND SCOPE Project No. CE-5662 Page_ 1 The purpose of the investigation was to detennine if the site is suitable for the proposed nine lot residential subdivision. The scope of the investigation was to: A. Determine the physical properties and engineering characteristics of the surface and subsurface soils. ' ~::':};<~-;'·, B. Provide desigriirl'onnatio~ with ~~g~d to grading, site preparation, and · foundation· design of the proposed structure(s). . . ···_::>·~,r~~-: . ~: _: . ;. . . .. 2. LOCATION AND DESCRIPTION OF SITE· :~,r."'.~[!f~!~~;-. , t,, ,'·'i i , The site is located _at 3612 ~~~Y-iew y./ay in the City o( Carl~bad, California. . . .. _ =~~ .. ~~~h~\~ . ~ ; . . / _<·.~ .~·. '' •:, . : . ' The '3. 7 acre trapezoidal shaped property is bordered by single family dwellings to the north, west, and south, and Maria tane to the east. Seaview· Drive dead-ends into the approximate center of the south properfy.'li~e~: : . ' ; . . ' '. ;· .... >_: . -':: ;_' ... ' '' . ".. . . . -~· -~tii:;:~ ·~ t • :_ -'··, ' ·_:', .,, l :·, ~ ' ,,_ •• ' ' The east portion of the prop~rly_ is ·occupi~d by abandoned· greenhous.e structures and a single family dwelling. The greenhouses and dwelling are supported upon shallow cut/fill building pads that terrace downhill to the w~st· The depth of fill in .the pad varies between 2 to 4 feet. A paved driveway traversing from the· end of Seaview Drive to the dwelling parallels the south property line. An existirrg 2: 1 cut slope: constructed to an approximate height of 10 feet descends from the east property line to existing grade. The westerly two-thirds of the property is predominately flat and slopes .gently downhill to,.the west and northwest. The total difference in elevation between the southeast property cor:ne~·and the northwest property comer is approximately 78 feet and varies. between 260 feet (MSL) and 338 feet (MSL) .. · · .. ~. . ... • J ~· Site vegetatiori on the weste;ly two-thirds 'of the property and around the greenhouses consists of recently mowed native grasses. Th~ dwelling is generally landscaped with lawns, trees, shrubs, walkways, planters, etc. ·::::;:· ; ;;.. ..... ·:·'· ,~ .~ .. I" 3. FIELD INVESTIGATION .. ' The field investigation was perfonned on October l, 1998 and included an inspection of the site and·the excavation of five exploratory trenches, with a backhoe to depths of 10 feet. Locatfon of test pits are shown on the a~ched Plate No. Orte, entitled "Test Pit Location Plan" . ·1 h\• ,,, I, .·. ~ r·· l• •• ·t 'i-":·· ~{: ,• -;: ,." .. ,;<ORTH COUNTY COMPACTION . ENGINEERING,. INC. Page2 As excavation proceeded, representative bulk samples were collected. In place natural densities and mojsn.ire contents were determined at different depths in the excavations and are included on Plate No.'s Two throµgh Six. Subsequent to obtaining soil samples~ our.exploratory excavations were backfilled. 4. SOIL CONDITIONS Loose surficial soils (silty-sands) consisting of old fill and/or plowed ground were found to be 2 feet, 2 feet, 3.5 feet, 2.5 feet, and 4 feet in depth in Test Pit No. 's One through Five, respectively. Underlying native soils to depths explored were comprised of medium dense to dense clayey- sands, sandy-clay, and silty-sands of the Coastal.Terrace Deposit. ·/., ~ ~-,., . . . ~ ~ t :_. . On-site soils encountered in Test Pit No. Five have an expansion index of 79 and are'classified as fir,-.·-. · _:. ·.. being 'moderate' in expansion potential. This area-will receive fill if grading is performed as f. :-· ·.' planned. Therefore, if selective grading is performed to assure these soils remain a ~inimum of l:;::'. .. .::· . .,.:. 48 inches below finish grade, we do not anticipate special design considerations with regard to •i;>::. I• • • ••• , • • ~ • , , ~ ~ t>--·'. foundations._All other soils encountered in Test Pit No.'s One through Four were found to have _f;_(:_ ·: ... · an ~xp~sion ind~x va.zying ;between 15 and 25 and ~e classified as being 'very lo~:._~o. 'low' in ;~ •. /·., · .. : . . expansion potential.: · .. · ,:.-' ·. .:' • · · , · ." : . <'!:· ~ ~ lt·-'(< .. > •' . : . . ... .' '-/'·.\-,{'~~)' . : ; ' ' .·' ' . . . . ;,t::_·" ' ft.,.:_· . :: · .. Groundwater was· not encountered at the '.time of our investigation, nor did caving or'exploratory -~-:1."·.· . · · · . trenches occur. In addition; due to the dense nature of the underlying sandstone formation at the ·l, · site, it is our opinion, soil liquefaction is unlikely to occur in the event grading is performed in [ accordance with the recommendations set forth in this report. · ;I lii, ., 1'· i ~:: ::£, .:-.:":. T f.:· .. ~--··_ 5. LABORATORY SOIL TESTING . ' All laboratory test 'Yere performed on typical soils in accordance with accepted test methods of the American Society for Testing and Materials (ASTM), Tests conducted include: A). Optimum Moistur~ & Maximhm Density (ASTM D-1557) B). Dire.ct Shear (Remold) (ASTM D-3080) C). Sieve Analysis (ASTM D-421) D). Field Density & Moisture (ASTM D-1556) E). Expansion Potential (FHA Standard) Test results are tabulated on the attached Plate No. 's Two through Seven, entitled "Exploration Log" and "Tabula,tion of Test Results''. ' . ' '·"' ~ i:' ., f l. ~~: ... .. ··!( . t::· .. ~~j\\o .. M TjORTH COCJNTY COMPACTION ENGINEERING, INC. 6. RECOMMENDATIONS AND CONCLUSIONS General Page 3 It is our understanding, the proposed dwellings will consist of wood frame construction utilizing slab on grade foundations. Furthennore, Seaview Way will be extended into the subdivision. , I • In our opinion, the site is suitable for the proposed development. Recommendations presented in this report should be incorporated into the planning, design, and construction phases of the · subject project. 1;i _ ·.~ .... --· · .. 6A. Grading l,-; _-Generru ..• -_ -. . . . . . .. __ . ·:~;.V.' ·. : It is·our understanding cut/fill earthwork construction will be perfonned to construct level ;f/~ ·_: .. _> .· building pads to accommodate slab on grade construction: In addition, approximately 14,000 Jr):(\:::-:: cubic yards of imported soils-will be required to complete grading as planned. Furthennore, we :~:;; : -: ·. · ·recommend grading be perfonned selectively to assure on-site expansive soils encountered in !{:\_ .': : : · ·. Test Pit No. Five are placed a minimum of 48 inches below finish grade upon completion of .j{ _. · · grading. In our opinion, due to the amount of imported soil required to complete grading, in l · conjunction wi!h the present vertical location of expansive soils, selective grading should be 'ii:.. . . nearly automatic. ;f· ' . JJ". ;: . ;E; . ••• J,y' ~1... . It'' . ""· i,'jPI' if. r:: ·~!,.., ·:~; .... ~ t~~' ·.m,: ....,-:i_; I> I·· !~ .. :. '!t(. t ii?-~? ·-:· ?~ ~:1; r· -,· · .. i , . . . t. All grading should be performed in accordance with the City of Carlsbad Grading Ordinance and · the Recollll1?endations/Specifications presented in this report. Subsequent to site demolition, loose surficial soils {plowed ground/old fill), as indicated on the attached Plat~ No's Two through Six, should be undercut ot removed to firm native ground and recompacted in accordance with the attached Appendix 'B' entitled "Recommended Grading Specifications". Firm native ground may·be determined as undisturbed soil having an insitu density of greater than ninety percent (90%) of maximum dry density. We should be contacted to document firm native ground is exposed and properly prepared prior to filling. I Prior to constructing fill slopes, shear keys sho~Id be excav~ted, a minimum of 2 feet into firtn native ground, inclined back into slope, and have a minimum width of 15 feet. We should be contacted to document. keyways were properly constructed prior to placing fill. Natural terrain steeper than an inclination of 5: l (horizontal to vertical units), should be benched (stair-stepped) to provide a stable bedding for subsequent fill. Sizing of benches should be determined by the Soils Engineer or his representative during grading. @ NORTH COCJNTY ~ COMPA:CTION . (:·· ENGINEERrNG, lNC. Page4 . •. -......1,.;J • I ' • All fill soils generated from earthwork constru.ction .should be placed in conformance with the attached Appendix 'B' entitled, '~Recommended Grading Specifications". i Soils to be imported should be non-expansive (less than 2% swell) and granular by nature, having strength parameters equal to or greater than the prevailing on-site soils. We should be contacted to inspect an/.or test imported soils prior to hauling then on-site to assure they will be suitable for the proposed construction. Particles of asphalt and concrete debris, having a diameter of greater than 6 inch~s, will not be suitable. fill material and should be s,eparated from fines during grading and hauled off-site. . ·~ ~,. .. If encountered, leach lines and/or pipes should be removed. Concrete pipes may be crushed in place. Trench lines. should be recom~acted in accordance with Appendix 'B'. Proposed slopes to he retained have been tested for temporary stability in accordance with guidelines presented by CAL-OSHA. Direct shear tests have been conducted and their results are presented on attached Plate No. Seven. The results indicate a temporary slope constructed to a height of IO feet having a minimum slope ratio of 1: I should be stable with relation to deep seated failure for a period of 60 days·; Should constructiori of walls lapse beyond the indicted time, we should be contacted to update the site conditions. Furthermore, we should be contacted to supervise backfill operations. Backfill materials should consist of non-expansive soils (having a swell ofless than 2%) placed at a width behind the Wall equivalent to two-thirds of the retained height. Crushed rock (1 inch minus), approved by this firm, may be an alternate method. All walls should be provided with drains. Drains should consist of 4 inch perforated pipe surrounded with crushed rock placed at a minimum of 1 cubic foot per lineal foot, and have a minimum fall of one percent (1 %). A Structural Engineer should be contacted for the design of a retaining device. It is highly probable·the proposed structures will be traversed by a transition from cut to fill. Therefore, to reduce structural damage occurring from foundations bearing on two different soil types, the following measure should be ~mployed: · It is recommended the cut side of the transitional areas be removed to a depth of 1 foot below the bottom of the deepest proposed footing and brought back to grade with properly compacted fill. This will allow the proposed structures to bear·entirely on a compacted fill mat, thus reducing the probability of differential settlement. The removal areas shou1d extend under and a minimum of 5 feet beyond the propose<;! dwellings~ ' · · · ,·~. i -! ' ·::; ,, :<f: ,. ( .. ;~ ~ ...... ~ .. ·.z. NORTH COUNTY COMPACTION ENGINEERING, INC. Page 5 f 6B. Foundations ·'·· General The following foundation recommendations are based on the assumption·that soils possessing 'very low' to 'low' expansion potential will exist within 48 inches of finish grade upon completion of grading. Therefore, conventional foundations may be utilized, provided the aforementioned Grading Recommendations are adhered to. For One-Sto:ry Construction: ,. ! .. •. !' ~ . '. Continuous footing having a rhinimu~ ·width of 12 inches and founded a minimum depth of 12 Ai}r inches below lowest adjacent grade will have an allowable soil' bearing pressure of 1500 pounds.'1}l1~~ per square foot. ,\J~F:':~·- For Two-Story_ Construction: ·-. .. . . ~~ii~f ----~~-" .c .. _ •. ~:;::~of: f ~i:e:~:i~::~~;e :ij~;:d':.dth of!S inches and be founded a minimum JPJ: .. Isolated square footings having a diameter of 18 inches and founded a minimum depth of 18 t1/.f f/;t. inches below lowest adjacent grade will have an allowable soil bearing pressure of 1500 pounds};;p. per square foot ' :;:,;:;::. : .. • . ~ -: . ::}: ;:-:f~·~:~ All continuous footings are to be reinforced with one #4 bar top and bo:ttom. Steel should be positioned 3 inches above bottom of footing and 3 inches below top of footing. · ·,: '·:-: ,,., ~. : . ! .... , . ~ :.-., . Slabs sh01,1ld pe a minimum of 4 inches thick and reinforced with 6 X 6, w 1.4 X w 1.4 welded · .. · .. wire mesh or #3 'J?ars on 18 inch centers, both ways. Reinforcement should be placed near the ·· / .. :. center of the slab and extended through joints to provide a tension tie with perimeter footings. "·;·.-::· Welded w~re mesh is a UBC approved method when properly placed. However, it is the past . · ~ experience ·of this firm, wire mesh usu~lly ends up in or below the bottom of the slab. Therefore~· $" it is our opinion. #3 bars placed on 18 inch centers is a more effective method with regard to .' · . · concrete slab reinforcement. ·. ·. · Se,c.~-f(.1"\ Slab underlayment should consist of 4 inches of washed concrete sand with a visqueen moisture barrier installed at mid-point of sand (2 inches sand, visqueen, 2 inches sand). Sand should be tested in accordance with ASTM D-2419 to insure a minimum sand equivalent of 30. 1 ' ' Foundation set-backs from top of slopes should be a mini.mum of 8 feet. If this cannot be achieved, footings near or on adjacent slopes should be founded ~t a depth such that the horizontal distance from the bottom outside edge of footing to the face of the slope is a minimum of 8 feet. l'. ,; ... r:t9RTH COUNTY COMPACTION ENGINEERING, INC. 6C. Slopes Page 6 Cut and compacted fill slopes constructed to maximum heights of 25 feet with maximum slope ratios of 2:1 (horizontal to vertical units) will be stable with relation to deep seated failure, provided. they are properly maintained. During grading, positive drainage away from top of slopes should be provided. Subsequent to completion of grading, slopes should be planted as soon as possible with light groundcover indigenous to the area. A slope stability analysis was performed utilizing 'Taylor's Charts' for cut and compacted fill slopes and a safety factor of 1.5. '":i~"i ;.~·· ~ ~ ~:i;ll,!;_,.._.i.,.:· . fJ.:" rr ·. • .., !.., :· . '·:1;/":\ 6D. Retaining :Walls It~. . ···r . · .• · ·-: .. -:t~-~:::·: ... · .\ · . . · · ·:,, · ){ For static conditions::the prevailing soils will have an allowable equivalent passive fluid pressure ~if of288 psf, increas~rig 288 psfper foot in qepth. Allowable pressures assume walls are backfilled ff,\,. ·with a non-expansive· sarid a distance behind the wall equivalent to two-thirds the retained height. ii}?: __ ·.-. . . . : . .: 'ii:t.i:\":' :·:: .. :_.'. : . :,. ,: .. , ... -: : . . . . ' --. . . . . . ::2.::?r .Allowabl~.:activ~ p~e~sll!.~~_µ1ar.b_e_assup1ed to be equivalent to the pressure of a fluid weighing · tt: 47 pcf fot unrestrained walls. These.values assume a ve.rtical, smooth wall, and a level, qrained rH backfill. Should these conditions not be .met, we should be contacted for new values. " }(/ ,. ·_-,:·_··. · . .-... _·: :·:};. .. f;-fj}:,?;\i·:\:~·>··> .' .. ~.,.,.\::)., .. '' . : '; ' . . : . . . . ' " ·. /' Allo~able active·'pressure'ifor restrained walls may be assumed to be equivalent to the pressure \ of a fluid weighing"·_4Tpcf,plus an additional uniform lateral pressure of 8H. H=height of .-:.( ·retained soils.above fop of wall footing in vertical feet." . . . . ' .. '.::'.',.. .. . . ·-.(·•.-:,. . ' . : . . :~>::.~ .. ~~. ' : ·:; :·: . ' , . ' 1 ..-('. Allowable active pressures for retaining walls with 2: 1 inclinations of sloping surcharge may be L\(. · assumed to be equivalent to a pressure of fluid weighing 67 pcf. : ~~~ ' J ,--:it • ft{t:· .. ,_.._.. The coefficient.of friction of concrete to soil may be assumed to be .31 for resistan~e to ·"·;:,, .. _:'· horizontal movement. , .... • 0 M' • • ···~ • ._ ~ I ! f• 6E. EsJimated Paving Section ..... . ·-' . Structural section for asphaltic paving for the proposed extension of Seaview Way and driveways are based on an estimated R-Value of 30. The following section is provided for bid purposes only. Actual secti?ns should be determined subsequent to completion of grading operations. Assumed Traffic Index = 4.5 .(Residential Cul De Sac) (Extension ofSeaview Way) 3. inches of asphaltic paving on 4 inches of select base.coarse on 6 inches of recompacted native subgrade. NORTH COCJNTY COMPACTION ENGINEERING, INC. Page? ,, All materials and construction for asphaltic paving and base should conform to the Standard Specifications of the State of California Business and Transportation Agency, Department of Transportation, Sections 39 and 26, respectively. Class II base material should have a minimum R-Value of78 and a sand equivalent of 30. All materials should be compacted to a minimum of ninety.,five percent (95%). ,, ':' ' .. ~ ':-· .. Rigid Concrete Paving: (private driveways) , : :-... ~ ~ · . . ::,:,·;:,~_;·::·: : .. : ' ,. ~ . ~ '~\;i ;' : . . : .. ,,,' . : · t.~r',!;:; '.'-:.'-, 1:·· • -~ 5 inches of concrete.reinforced with #3 bars on 18 inch center, both ways, on 4 . h fCl. II b .· l ... ,: .. :i .. f~1 • .,;l :;:,.. · 1 ~,·:· ··:.:,~: .. : . . . .. me · es o -ass -ase matena on f·.tXiri\}~.::~;1/. : :::.:·/· · \ .. <. . . . . .' 6 inches of recompacted native subgrade'soivt .. <:"/: .-: ,}'. ;· ·: ·.' •' :, . ' ' . . . : ' . .-tti~:~:jJ~~~i}f ; -i~.t;t:: ·. . . . . ' .. ;\: ·-:._.:. : · NOTE: All concrete should have a minimum compres~iye strength of 3250 psi. All subgrade and { ·' · .. : base materials .should be compacted to a min~tim'.pf niiiety-five percent (95%). · · ';z: }:6;:: :: Re~iew of ~'::ding Plan _. ; • :_;'., ~](;-:: . ·Jill . . _ .: // ·· '.,:: Approved site and grading .f\lans were not avai a e ·at. the time of our inv¢s.tigation. Therefore, .,IF!·:~ .;_._upon their completion, we should review then:(tq1'~assure'compliance witlt'die. recommendations .. . -d' h* I • '.;~ -.:•;,~,,'.."~1:\\..~,~ .. t,1_.!'':--~~,.·,, • · presente mt 1s report. . · i .' {\~Hi".'½--;. . . · ., ,:i,-:-;t.,-,. :: , . . . . · · · , · . . ·::t.{ii/!1~"ii1t~f~1-~f : . ·. ::,.;~;F· · . Preliminary Plans used during our investigation,:were·prepared by Buccola Erigineering, Inc. and ' :.1~-) ... -' . . were not dated. · ·:.•)(;;;t:,. <'.;. ·. ., · ,i •. t·t )f t,,/•,t \-.' i i ·, ' ::;·/,:\:.,: : ! · .A~~1ft~t~)< :·: :<·> ;' UNCERTAINTY AND LIMITATIONS.~J ··-: ·. ·'·~\. 7. · . -. ; -... )fi;·:.:>:.tci;.~: , .,,. .. t> . Surface and subsmface soils are assumed to be'unifonn. Therefore, should soils encountered during co11~truction differ from those presented.in this report,, we should be contacted to provide their engineering properties. ..-.ri:::,ff!::. :J._:. . ·-:::· ' . : · ';_~l~fW;:/;:i:(. . ...,_; ·:: . It is the responsibility of the owner and contractor to· carry out recommendations set forth in this report · : '.,t'.l;'t.< ~\:;,·:;,,.. · · . ' ·!t> .. /::-.:i:, . '.· ·. . During our investigation of the subject site, evfd~nce· of faulting was not ·encountered. Subsequent to review of available geologic literature, we feel any faulting in the vicinity of the site may be classified as inactive. However, it sI?.ould be noted that San Diego County is located in a high seismic area with regard to earthquake; Earthquake proof projects are economically unfeasible. Therefore, damage as a result of ea¢iquake is probable and we assume no liability. • ~ ~;1-;,;..\'I-, /.: ·. ' ,.... . . . . ;::;:~'t~.., .. , . . ,• i __ J @ NORTH COUNTY .. •1 COMPACTION · ENGINEERING, INC. ~ I ... \ . .(t;· Page 8 We assume the on-site safety of our personnel only. We cannot assume liability of personnel other than our own. It is the responsibility of the owner and contractor to insure construction operations are conducted in a sefe manner and in conformance with regulations governed by CAL-OSHA and/or local agencies. Should you have any questions, please do not hesitate to contact us. This opportunity to be of)( :·. service is sincerely appreciated. . . .. · · :·.: ··.. . . Respectfully ~ub;;i~ed, ·. · · ·. ~ tf{/.: · · .,::.. ·:. ·: . _·:'.; · . .' · North County·:\···.:_:_:: ·._ ·. _· ::):_~~~ft.\i)!~·.::_::)i:'~ ... ;.::'.:•·-:·.: . :;: · ·::, ... · · COMPACTION.ENGINEERING, INC;·· .1 '.·. ·_ .,· . . . . ·:-,:.:.. . ,·. /??_. :. -::'. '/:. ,:( .. · ,': . . .· ; ••• ~ • ! • l • • ' ' .:· .. --:··::·~·:··:. :_:.-:-·.-:--... -.· ·: -~ ..... ~:.~.::::_:· .. ·.::~~~-~:·::·:-::: .. ,. ·.:.,.'·:··~;. -. :, · •. , . ~~--~('.,:~f }rN~f t/1?{"i: ----· · . Ro~d K. A~s i' . · . :-.,/Tf;-'· ;-i.'.'·.": A.R;_Barry a I( . President·, .. :: ·:·.<··i:.:!.'. :: · . · · .>:,.:-;·:-·.;::··--r '.1;,:·. Registered C1v1l Engineer ·. · /: · ': . · : ·-;_ -~--;/t ·: .: · . : : ·· Geotechnical Engineer . . . ~ . ~-· ' . RKA:kla cc: (3) submitted (2) filed . ' ,. ~ .. . \' . . . . .. . . .. . , ·v :: ,. . ' '. I f • 1 · i' ,, . ,, j . ··.•::. ,, . ,. ·~ol • :~[·,? .. t.: j_ • :--·;:~·;;(· ' ... -/~/J,f:,. .... ,, ... ~1·"' . . • -~":_:~·;'1_1~ ·:1 ~ : ~ ::~:·~ .... : -· . , . . , .... .,., . • 1 -·-·· '• :1 ~ • I•' • ~ l • :: -~.rf·~-:_~. : ~: ..... . , :. -..~~ ·: I '; ," ,:,,' '• -.. , .. -~ ;.: .. '. ;· ... . . ,>: . !: I ~•: ., ·t, .·· •' ~ ..:,.· }':· •·r :; ~ ., '• ,, J~ }: ,5-~ . '.~t !;: ... J~'. ~~r NORTH COUNTY COMPACTION ENGINEERING, INC. EXPLORATION LEGEND UNIFIED SOIL CLASSIFICATION CHART SOIL DESCRIPTION · :-I. COARSE GRAINED: More than GROUP SYMBOL TYPICAL NAMES half of material is ~ than No .. 200 sieve size. GRAVELS CLEAN GRAVELS More than half of coarse fraction . is larger than No. 4 sieve size, but .. ~-.. ·: smaller than 3 ". ~ .. ·. . . ,,\·. ~f'/._ ~: , . _..:: ... :.--, · · .. GRAVELS WITII FINES . _· · .'.}f: · (Appreciable amount of fines) ·._\_.'..:.~-~.~-Hji{ts~lts-~_.:_· __ ·· ·.··c···L:·_:EANSANDs .-. , H:·./<·:-~-..:~-~ .. . -~--. : ... r ... ; ;.,'-{; · .. . . . . More than half of coarse fraction: . · ,: ,; , . ·.·, . .< /> ·t's'smailer than No. 4 sieve size.-:-~.-.: · ·::·:: :.:; ·-·: ·. ::·, GW GP GM GC SW SP- :t~,;~f!~s_~;; ;~S . ~:}~---~~~-<~ i~ ~~J\r~ .. · SM : (appreciabl~ amount offinest:··"· ·· . · ; .. _~y · '·':·:· \ · )J~, Jo;. ,dJ ::1f ;~f Irr, SC ofmatenal 1s ~ than No.200 ·:.-,·-~P 1',·:·"'-'··t:-=:.'· · . ·':j o/ Iii·~--. ii~·AND cJ~r ···:.;s~lrt· .· ML. . \?({,_'. :·/ Liquid Limit CL :·,:,£,,ti : .. · :; less than 50 :}}{il::i_~~) ,: ·t:;,;:·.:,t/! ·:--· {'.~~\:\>· '}·:. ri --)~:IP~;-)· > ~·~::,i::f .}!:_. .; > -~ ~ -:~. :>i};{ .. ,~;://{ .. SILTS AND CLAYS Liquid Limit greater than 50 i'" ,, ' IilGHL Y ORGANIC SOILS , ·:'·:/~~~:~~-J_.1~-1!··'---::..-, ' '!'. ' :.-. ', ···: :\::._:-~·-.:. · US -Undi~rbed, driven ring sample or tube sample -:: ::/,': ~: : CK-Undisturbed chunk sample . :·: /. " )G -Bulle sample · V -Water level at time o( excavation or as indicated . -·:.'.7:-..··/~·-=--:j-." --=- ,•· ,. r •:. • ... I· OL .MH CH OH ·PT APPENDIX 'A' Well graded gravels, gravel-sand mixtures, little or no fines. Poorly graded gravels, gravel sand mixtures, little or no fines. Silty gravels, poorly graded gravel- sand-silt mixtures. Clayey gravels, poorly graded gravel-sand, clay mixtures. Well graded.sand, gravely sands, little or no fines. · Poorly graded sands, gra'{ely sands, little or no fines. . Silty sands, poorly graded sand and · · :· ·· .... silt' mixtures. · . . Clayey sands, poorly graded sand · .<·.: and clay mixtures. ':·:·. ·.:.. ,,., .· ... . ' . Inorganic silts and very fine sands, rock flour, sandy silt or clayey- silt-sand mixtures with slight plasticity .. Inorganic clays of low to medium plasticity, gravely clays, lean clays. Organic silts and organic silty clays oflow plasticity. Inorganic silts, micaceotis or diatomaceol_ls find sandy or silty soils, elastic silts. Inorganic clays of high plasticity, fat clays. Organic clays of medium to high plasticity. Peat and other highly organic soils. .,:, NORTH COGNTY COMPACTION ENGINEERING, INC. ., SOIL TESTING 6 INSPECTION SERVICES TEST PIT LOCATION PLAN ,,.-,.---------------------------------------.... --; .... · • PROPOSED NINE LOT s·UBDIVISION SEAVIEW WAY CARLSBAD, CALIFORNIA I •""':, .. PROJECT NO. CE-5662 ' -··. ' .. PLATE NO. I ' • i' ' I •, ~' f ', .......... " ~~----.. Approx. Scale 1 11 = 75 1 .... - . .. --·---- .. .... . ....... ,. _,...... I .,..-. ~.: . .,_. ·-·· ___ __.... ONE NORTH COUNTY ~-·C::OMPACTION . ENGINEERING, INC . . ('. ~-~ EXPLORATION LOG ·i. il~. -~/ ,. -~ .. . \: ·_., ; ' ·• .. .. · ~l:: l ~ . '". -...... : . f"':: : .. ,~:. ·. ; }.~1' . ~~ .. ~-, . -,i'i4,. ti>. t"-· ~-~~ ~ . .,,. J:i ~1;1 rf~ . :!f...' ~ }f-fJ. .. ~ ~ j(:' . ))t·· tti-~ .. ~~-· -gr l f.f ¾i·,' S:.~· Ti:. "/. ~;;-T' 1:./···· ·: h;r-'", •. ~1· '..!(· ' PROJECT NAME: SEA VIEW wY, CARLSBAD DA TE LOGGED: 10/01 /98 ELEVATION: 290MSL Depth Sample Dry Moisture Passing (Fe~t) -Type Density Content #200 (pct) (%) Sieve ., t -· 1- '. ' .. _, .... -:-; 2-.-::. '\. ·. '.'J...-. ',·: .. • : ,1 .•• ... .. 3- .. • ... ·: ~ .. ,. . : . -,·· .... : . ·,1 .... ' ! 1 ~ ,f < ,_',,. I j(._:;·:_:.! ~ _,: .. . .. . ·.',: 4-CK BG . 118.4 :·.:. 10.0 · .. . r•:..,-·.; '• 5- 6- 7-. ,., 8- 9- Sample Soil Depth Ciass I SM • 't ~ ' .. • t •• "4;' .•· ••••. SC TEST PIT NO. ·ONE . Description & Remarks l3ROWN, DRY LOOSE SILTY-SAND. (PLOWED GROUND) (REMOVE & RECOMPACT) ryr:RV 1.0W f:YPAN~ION BROWN RED, HUMID, MEDIUM DENSE SILTY-SAND. . (FIRM NATIVE) .. (VERY LOW EXPANSION) ORANGE BROWN, MOIST, MEDIUM DENSE SLIGHTLY CLAVEY-SAND. (LOW EXPANSION) (BECOMES MORE SANDY W/DEPTH) BOTTOM OF TEST PIT. PROJECT NO. ---~C.!a;jE:;;..-5~6=62~---------PLATE NO. __ ..,,_T-'-'W,...,.O..__ __ _ "·i./: . : .. .-·:.: ., f • ' • ..~ • .;•, . ,:·. ,,. ' ·.·;.t: .... ~. ;, . ........ . "· ,-1,,,,.;,,7, ...... - :., ~"· .. ; .. .NORTH COUNTY t:OMPACTION ENGINEERING, INC. EXPLORATION LOG ... ·F PROJECT NAME: SEA VIEW ·WY, CARLSBAD DATE LOGGED: I 0/01/98 ,., ,: !i. ···:ELEVATION: _---.3 ..... 12 ..... M ...... S ...... L..__ __________ TEST PIT NO. -~TW~O- !-t":· fl·. .... _ .. _ •, •. · ·.1.,. . ... ·.~ , ~· --; " ~:· .... ' Depth (Feet) Sample Type . Dry, Density Moisture Passing Content #200 · Sample Depth Soil Class Description & Remarks }~< ~: ~~-.. ~, ., -.,._/;·;>:t,· '' (pct}· . . ' ~._:::::;..;;.'. 1-----1-----+...;;;.---+-------+----+-------1----+------------------------1 SM BROWN, DRY LOOSE SILTY-SAND. ' (%) Sieve .,, fiL. '\-·•. "·•·~, · tii,~. rl .... ,.. , .. ~:"'""·",. !fijJ;If "l,;l\·''>f /;~:}·t'~ 1·:,.-. : i?/./. fJ~~s..,.~>;f:·,\t~~~·, . !F:· . . _-:~::.~.:. . I);~~ ~, ... ,-. ~ . 11 ; :._.::·/ti ' r.·_.t.z-.· ·. ··-,· : -~ ... : _. ~ . ~r-.. · ,, "'-'· ...... :;VJ. ,, ~~f· !l.;! .:, .. ·::.., ., . ~- ff" ~~~ "·: :·.: : .. ~--.,;, is, ;r(-:_ ... ·!,; ~. ·., .. -:-..rn,. 7- ·.'·.s:;; ., 8- . .. ~ . t ~ ' •• . " .... ~---.. -~ .... ,, ... ,. ;,· .• ~;._ .t • t ~ • BG CK ~ > '· ••••• ... ,. ' :• • -.. r' • :.:, ~. ·::. ... ! ti}i1 ::. :· 1•1_'--:( •'• ,,T• ·:---~~----.. --~:., ........... -h-.. : .. :,,:,\· ._ 117.0 10.1 · .. ·~ :: ,, . . \ ~l ~ , I,. -~ :·. '! .. ~:--~- } ::}i~.·:. • ·r., .,;•,'. .·• .·1,:·,., . .... "';.-' : • ~ -l ·.~ ., . t",:, I . , .. ' 1 ! . r . . ! I, . : SM ',':' .,,,,.,:(. ~.-'. .. ( .... , .. . -~r.-: ·. '"'•t •.' 5' (PLOWED GROUND) (REMOVE & RECOMPACT) V W I ,.~RANGE BROWN, MOIST, DENSE SILTY-SAND; (FIRM NATIVE) . (CLAY TINT) .... . (VERY LOW EXPANSI_O~). c., . ·.•· ,· 10-1---.,.+----t----+----¼----¼----+---------------------I BOTTOM OF TEST PIT. .. --:.· PllOJECT NO. ___ __,.C~E,._,-5...,.6=62=------PLATE NO. __ T~H=R-EE __ _ .... NORTH COCJNTY COMPACTION ENGIN·EERING, INC. ... : EXPLORATION LOG PROJECT NAME: SEA VIEW WY, CARLSBAD DATE LOGGED: 10/01 /98 . . . ELEVATION: Depth (Feet) . ~ ..... ~~-~ ·' ' ./.•. 3~~'. ~-::\:~~:~ :_~_:; __ :',.:} I .~ • . :--.- l., .. ·=,_.;: Sample ~·1i:-f• • r• Type .. , ~~: ': -'-!'l"' ?, ,; ;· ~ •; . ·:= ~:. ·.-: ..... :.. ..... ,· :-:: ~·· ., ,· . . ' Dry Density . (pcf) '-1'' ..........,~-------,-----· TEST PIT NO. _...._T.._.HRE~E='-308 MSL· •• J.1:· Moisture Passing Satnpie ,, i: .... ', Depth· Content #200.1;:_ · .• ' i -'.~ (%) Sieve .. ·_~"'.. -.~. :: .... ... ,i' ,'. ,, ' '•. ' Soil Class .SM t L. Description & Remarks BROWN, DRY LOOSE SILTY-SAND. (PLOWED GRO:t-JND) .. , (REMOVE & RECOMPlcn ORANGE BROWN, HUMID, DENSE SILTY ~s~~:m_ .. r:/ i.-o ·:.r \.<.:,::.,,· __ ;_:,-__ :. __ :_::_ .... f ; •, ,•;. ,: < ·~: • • r - (FIRM NATIVE) -::· _. . ' • •: •'_'' I'•,_'•• :}•., • : .,: •, • ,, (VERY Low· EXPANSION) BOTTOM OF TEST PIT. PROJECT NO. ___ ...:C.._.E __ -=56=6-2 ___________ PLATE NO •. __ .,,_FO=U=R __ _ . \.,, 7 "'l ·: .·., . ].·· . .. :·'. ,' . ):,·\,:·--: . NORTH COUNTY .,. COMPACTION ENGINEERING, INC. EXPLORATION LOG "'I • PROJECT NAME: SEAVIEW WY, CARLSBAD DA. TE LOGGED: 10/01 /98 ELEVATION: _-.2~86"--'IM~SL!af-______ TEST PIT NO. _...._F-"""'O""'""UR~ . ' Depth Sample Dry Moisture Passing Sample Soil (Feet) Type Density Content #200 Depth Class Des~~ip~ion & Remarks .::·f:\.::_:. (pcf) (%) Sieve ~;;/~> SM .. :·. 1- . .:~· .. ,,• . ,.. .. :_.·, :·, :..--· '.·-: :•· ~ .. ~-1 •' ·: :,.. ~" 1 · .. ··· J' S.: ...:,..••.' ...... ,, ] .. ,:·, .... ., , . . . ' U,r-.'.. .. -~ . •:• I > ' . f~;:· .. j ,; J ,,;_ . . ... ':''. I : :• ' ~I'•,~. •.' -·· .... ' ..... ~' -~: : 5-CK 6- 7-.. : 8- i. . ; •i~ •• • • ••• ··: .·, ~ :.'' :; .-' -·· 120.6 10.9 , .. :.· '. -~. . ' ·,' ,,. . . -, SC •:.-:~ • I •,, . 5' BOTTOM OF TEST PIT. .. .. .. . :· :~~~·:;:·,:. ::, . ,,: -~! . • v· ~.... . .. -. '• ·.: . . : .. ~-,:•.. . ~ ....... • '.: .. _:: ; ·.: :: t .. ::.:. •,; ,•,r. , , .:-:· ..... -. ... •:.,.-· ... PROJECT NO. ---~C-E;;;.:.-5=66!,!,:2!..,..-____ PLATE NO .. _ __,F....,,l,_,_V-=E __ _ l . l NORTH COUNTY COMPACTION ENGINEERING, INC . /---: ,· .. l EXPLORATION LOG ••,•' . ~ ~ - ··,_, l PROJECT NAME: SEAVIEW wY, CARLSBAD DATE LOGGED: 10/01/98 < ' ; ELEVATION: ·_-=27"'--4,,_.M~SL ..... · ______ TEST PIT NO. _F"'--"'l_,_VE=-- .·.1 '. . ·:!.~j~-.rr; • ' . -.:~f:-!:·.:· Depth Sample (Feet) . Type ft:i~i ::;. ~} ,·~ ·, :. .. :·-5- . 6-BG . . ] .. • ,-,,;-; .. ~;.L,• ., ...... ,, ..... Dry Density (pct) . Moisture Content .. (%) 1.. ._.: , •• _.;:.; • 1. ,., ~ ,-: .... :,_.,\,, •,:P:, :,-:•: :: . ('.: .> ·~ ' .. Passing #200 , Sieve . t!,·, I •,f: • ;,,· t' . ;·: ...... : • :·:•--}' ;'.'~•\ '=' ~.-=--; t,!"" ,-,. r• . -. •. :;. ... ,._. \ . .,_ ..... · ·, .. ~ .. >'••. 'I ' , .. -.. 53.1 Sample Depth . ,,t .: :' ~ ,, I . ;, .. , Soil Description & Remarks Class SM .... I ..i • . BROWN, DRY, LOOSE SILTY-SAND. (OLD FILI! P~OWED GROUND) . . . . . (VE~Y ~ow EX~~NSION) ,' .. j ~. • ........ •• • • :· ·,' :~ ,•~(~~~/ ~ {/ ... ~ r ·. >(?/( 1-· ·_,_..S_·~--+--B-R_O_WN_ .. _. -~-,--D-, H_U_M_ID_,-S-IL_T_Y_-S_A_N_D ___ , '.~_:'~[~~; ' '· .. •: ,".! r 6' . . ,, (FIRM NATIVE) CL ORANGE BROWN, MOIST, MEDIUM DENSE SANDY-CLAY • (MOD ERA TE EXPANSION) (NOTTO BE PLACED WITHIN 48 INCHES OF FINISH GRADE) t.11: : ' . 7 -, ])~: 8-1----+--~f----+---1~--+----1--B-O_TT_O....-M_O_F_T_E_S_T_P_IT_.------I ,--\"f J. ~}~:-. '!:,""•('·"'." l";. ,. J PROJECT NO. _____ ...,,C._..E"""',.5"""'6"""'6=-2 _______ PLATE NO._-----=S=I....,X ____ _ l NORTH COUNTY . .,, COMPACTION ENGINEERING, INC. 7 ·· ·· TABULATION. OF TEST RESULTS :·. -. 7 5· -_-.:.1 . ~:· OPTIMUM MOISTURE/MAXIMUM DENSITY : .. ,/.. '... .. . .·,•;• .. ' . ; , ' . ~, .~.. . ....... :. : . ~/.· :1: SOIL DESCRIPTION.. IYFE. . MAX. DRY DENSITY ]... ··".:_.,-_:.;.,:. ·· ... -\).-?_':(LB.cu, ED · : i;~·;;L:_: .... · ·~· ·:-: ... r ; Orange Brown CJ3)'ej,'.$iilld . : PI @4' ... :,:::_:_:_.,:.: __ ',~.-:·-~·'.::,~:'..:=_·:~-~-~.·:;.,:•_-,·.~.:_;_~.: .. /;~:~ . · .. · 1,. 3· l··· .0 ~~("··· .. . : <,;.;11;i~~:t:-\\/.:. · .. :; . : ._,;/'1~ :.~· ~f / --· ..... ~;~;!;wn s'.;t~j if Jr~Ir1: :;:; .. ll,·:it.: . . · · Orange Brown S1!1Y;San,~:;.:C/3, .... , .. ,:•· ;-;::;:) C .. ?#.J.t·,···: . · Clay ., ,-t •. ,,,·;::~: ·PS@ 6' ··; "'· ... i,t . -· .. ·•. ' ' • • ,,-, ••• : .4_:, ·.: .. 129.7 ·. : , .. -~ ·. . : ' . . . . . ':~~ ........ . ]·-; . . . SAMPLENO. ' .. , .... , :;·:: .. ::.~.·· ... :-'.· .. 1• • .:. P'f@4'<t,,:::i·--··, .. ·. · P2@5'. ~r ... · ·. .. CONDITION'. :~.i:~~~-h~Yif:~·:;: _~::_":·. >+· :Reniold.96¼~~-~-.. ·.·. Reniold 90% } . INITIAL MOISTµR1{(%), ·,.. . . ! . _ 10:5:·;·.-:~--<-10.8 J : . AIR DRY MOIS~Y~ (%) . . .. 05~.r (;;} · · 07.1 ,.~ FINAL MOISTURE (1/o). 17.3., .. ,· .,. 1 • 16.1 ~-.. · DRYDENSITY,(~,crr.: . 117_.91{:tJ 116.7 ] .. . LSWOADELL(P(~¾F)) .-.~::·-tJ,:_::· .. ::_: .. (· :·:. . 12505'¥:f-Ii;i~~:-' 15105 lff. 0 ~ , ,~i{ :· ; t . . . ~ · ~. ~ . J~.r-. EXPA.1-{~ION INDEX·_:-. 25_ .. ,:,:_ .. f_::_<_:.-~.~-:.~_-_::; .. 15 . .:_:":_:~_1.~·.t./ ·.·. · .. · -~-;; . . ~// ·;.~::: j, ',:~r\ . mRE&::i~AR '"" :. ~;::?·: '.:. . .. ' j .. · . SbMl.'LE NO, C: . Pl .@· __ ... ~. 11,;, 'tt CONDITION ... -;_,,. :. : Remold 90.% j:;:. ANGLE INTERNAL FRICTION 28 · . · . • COHESION INTERCEPT (PCF) 130 . · · . · ·, ;f-_-(::·':· ' ,;' · ... · ... J .. ·.: ·, P2@5' Remold 90% 25 210 ~: ] PROJECT NO. CE-5662 . PLATE.NO. SEVEN OPT. MOISTURE (¾DRY WT) .. : 11.2 10.3 16.2 .:_ P5@.6' Remold 90% 16. l 10.9 30.2 100.4 150 7.9 79 l '1 l .- 1 .. 1-·. '·· " NORTH COUNTY _,, COMPACTION ENGINEERING, INC. 1. RECOMMENDED GRADING SPECIFICATIONS (General Provisions} INTENT 1·,. t'. : The intent of these specifications is to provide procedures in accordance with current standard 1:J\;,_-;\ practices regarding clearing-, compacting natural ground, preparing areas to receive fill, and '; :i0~ . . placing and compacting of fill soil to the lines , grades, and slopes delineated on the project N; !~=& .;;~fJ;\<: '2_,e1NSPECTION & TESTING f::{,;i;, t,.~·-·.' ', ... '. .· ... :~.:, . ,_,... :· ·: ~}1ff_.~<: ·:·: ··: ·x;q~~lifi;d·Soils. E~-gi~;er ~hall· be e~pi~yed to inspe~t a~d ~d~tth~ :~arthwo-~k in accordaric~ -· .. "' - ;j1J/\( i: · ·::··.-with these specification and the accepted plans. It will be neces·sary ·that the Soils Engineer or his W))f\~f\/\fE~P:~.s_enfative be a_l!owed to pro~ide ade~u~te i~spection so th~~.:he._may_~e:1~fy that the wor~ was if0-:·.',~\~:: ·:-:-/_pr ~as not accomplished as specified or md1cated. It-shall be the respons1b1hty of the contractor ii¼fr?; .::}~ ·. i~:' .:: to. assist the Soils Engineer and to keep him appraised of work ·sclledules: changes, new ·, · · rr~~?\ ·. >:_:_· ~-irtl'ofmat~O~ and dates; and ·new unforeseen-soils conditions SO}~-~t,~~;.m_ay make these ~Jff,1 ,.: . • certifications. ·\'i· _._.,_.; :. < K~ .. ;:~ : ' ' ; l • ,~•'. ,'' I • --1 . ·. . . ,. It: r1•- ~t~~-r , ]·,,.,.:':. .... ·, . . , 1- .... i ' q'' ill ' r ••• , ... Jf:>r , .. : ·, -. ,·. -t:· ..... <rr-. ~J-J .. j.::~ . ~-i ·. j. _ .... r 11·~ {_ .. .. ~ :·-, j If substandard conditions (questionable soils, adverse weather, poor moisture control, inadequate compaction, etc.) Are encountered, the Soils Engineer will be empowered to either stop ~o~struction until conditions are remedied or recomp:iend reje~t~?n of _the work. • p •• • , .~ • . Soil tests used ·19 determine the degr~e of compaction will be performed in accordance with the followh;g American Society for Testing and Materials (ASTM) test methods: · .. -;. *Maximum Density & Optimum Moisture Content (ASTM D-1557-78) * Density of Soil In-Place (ASTM D-1556 or ASTM D-2922 & 3017) ,, 3. MATERIALS Those soils used as fill will have a ~inimum of forty percent ( 40%) passing a #4 sieve. They will · be free of vegetable matter or other deleterious substances and contain no rock over 6 inches in size. Should unsuitable material be encountered, the Soils Engineer will be contacted to provide recommendations. APPENDIX 'B' l -l J 7-1:-, ~··~ NORTH COUNTY COMPACTION ENGINEERING, INC. 4~ PLACING AND SPREADING OF FILL The selected fill material shall be placed in layers which when compacted will not exceed 6 inches in thickness. J · Each layer shall be spread evenly and shall be thoroughly blade mixed during the spreading to fr -insure uniformity of material in each layer. 1: . : . When moisture content of the "1ill material is below that recommended by the Soils Engineer, m\i . . ; f~ter shall then be added until the moisture content is as specified to assure thorough bonding ;Jitf: '.if~gthe compa~ingprocess. •. . .. · . : . ·.· .· . . i·:<>-__··:·: _:, ~-~.When the moisture content of the fill materials is above that recommended by the Soils Engineer, :;_: 1if.-fi/\ .;_ .: : ~.:· :_'. ; ilie"°fili" material shall be aerated by blading or other satisfactory methods until the mo~sture ... ----.~~ ,. . .. .... ,. •f ... • :' ',/\;;_·-:·::.:'.. : coil font is as specified. r,~:j(,-;_--~ "-'·· i ::;Ifff :··-· :. -~ ----. ---. \·~ .. ···-. . -·. --.<~:t-.·: --_ . S~f.--:\· COMPACTION . \•''\·::-: .. ~ .-:\:i1t~~---· . : . -· . ~Jpt-.(~;: ::!.i\_ft.ft~r.·each lay~r has bee~,placed, mixe~, and sprea~ evenly, jt·sh~ll be thoroughly compacted to ~l~-·./" ·:, :;·,_;_._:: p.9t less than nmety percent (90%) relative compaction. Compaction shall be by sheepsfoot 1:t{:'.r ·. ,· ··, :::._{ro1iers'multiple-wheel pneumatic tired rollers or other types of rollers.· . ~~°%;;.').,:!~' . . ..... , r;~~·:f-:•f -~-• • ~::·-~;'.: .-· · · -· '*bliing· shall be accomplished while the fill material is at the specified moisture content. Rolling J·_:_· _ .: ~acp. layer shall be continuous over it's entire area and the roller ·shall ma~e sufficient trips to D ;. '.'. . -_.. }~!.~e that the ·desired density has been obtained. t~:.t ·:·· !l? .. : j, _l;ne, fill operation shall be continued in 6 inch compacted layers, or as specified above, until the -.. -_~11.:has been b~ought to the finished slopes and grades· shown on the project plans. l· ~-:~.:,::. . .: ~ ..... :· 6~ ;:?:.-rW ALL BACKFILL -~ ~:·. ·-.. -,~ ~ I . ~. ~ ... -... ·\·• .. Backfill soils should consist of non~expansive sand, Compaction should be achieved with light hand.,.held pneumatic tampers to avoid over compaction and hence cause structural damage. Wall backfill should be compacted to a minimum of ninety percent (90%) of maximum density. m:>. ~/ fl ; ... · j ~i-r··· J· '"• ,. ,;· .J -. . TRENCH BACKFILL1 All trench backfill located within structural areas should be compacted to a minimum of ninety percent (90%) of maximum density. . i ' .. ' APPENDIX 'B' i I J TITLE 24 REPORT Title 24 Re.-.--~ :u,: MSK Development,Sea~n A Custom Residence Seaview Vvay Carlsbad, CA 92009 Project Designer: Lawrence Pepper Architects P.O. Box 9593 Rancho Santa Fe, CA 92067 619 .. 756.5817 Report Prepared By: Brian Bannock PACIFIC COAST DESIGNS 1611 So. Rancho Santa Fe Rd., Suite F2 SAN MARCOS, CA 92069-5157 · (760) 471-9000 Job Number: PCD#: 99233 Date: 11/26/1999 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 1998 Building Energy Efficiency Standards. This program developed by Gabel Dodd/EnergySoft, LLC (415) 883-5900. energy Pro 2 .o By energy Soft Job Number: PCD #: 99233 User Number:2314 ,,, Cover Page Table of Contents TABLE OF CONTENTS Form CF-1 R Certificate of Compliance Form MF-1 R Mandatory Measures Checklist Form C-2R Computer Method Summary Form CF-6R Installation Certificate HVAC System Heating and Cooling Loads Summary Room Load Summary Energy Pro 2 .D By Energy Soft Job Number: PCD #: 99233 1 2 3 7 8 13 20 22 User Number:2314 Certificate of Compliance: Residential (Part 1 of 2) CF-1R MSK Development,SeavieW-Plan A Custom Residence 11/26/1999 Project Title · · Date Seavi ew Way Carlsbad Project Address Building Permit # PACIFIC COAST DESIGNS Documentation Author (760) 471.,9000 Telephone Plan Check I Date Computer Performance 7 Field Check I Date Compliance Method (Package or Computer) Climate Zone Enforcement Agency Use Only GENERAL INFORMATION Total Conditioned Floor Area: Total Conditioned Slab Area: Building Type: (check one or more) lRl Single Family Detached (SFD) D Single Family Attached (SFA) D Multi-Family 4,237ft2 2,621ft2 D Addition Alone D Existing Building D Existing Plus Addition Front Orientation: All Four Orientations Floor Construction Type: Ix] Slab Floor Number of Dwelling Units: 1 00 Number of Stories: 2 [RI Raised Floor BUILDING SHELL INSULATION Frame Const. Location/Comments Component T!£ee Tlee Assembly U-Value (attic, garage, typical, etc.) ~-:30 Beef(B :30 2~j 2 j 6) _wcm __Jlfil:i Exti::ricc Beef R-13Wal ()6!.13.2x4.16l Woo:l 0.083 Exterior Wafl Solid Wood Door. Woo:l 0.387 Exterior Door R13Wall /Unc Woo:l 0.085 Exterior Wall Tiled Slab· _om 0.7$ Ex1,.1osed Slab wlR-0.0 Perimeter Insulation Slab On Grade _om 0.7$ Covered Slab wlR-0.0 Perimeter Insulation R19 Floor ov I Unc Gar Woo:l 0.048 Exterior Floor I Over oeen Seace ---- -- FENESTRATION a ma ev1ces Sh d' D . Type Orientation Area Labeled Fen est ration Interior Exterior Overhang (SF) U-Value SHGC (roller blind etc.) fshadescreen etc.) Yes/ No Beat: --12.0.. ____D..6.0 _JJ_ll_ Otaperl,! ElugScreeo D Iii Right 12.0 _MQ __fill... Dre1,.1er:x: Bug Screen D 0 Ereot __s.o_ _Ml JJ.1L Qcas:um.! Elui;i Scri::eo 0 D Front 59.0 _MQ __fill... Dra1,.1er:x: Bug Screen D 0 Front 27.0 . 0.57 .0.77 Dre1,.1er:x: Bug Screen D 0 l efi __rui_ .......JJ..5Z JJ.1L Qrapetll Elug Screeo D Iii Lefl 111.0 _MQ __fill... .Dra1,.1er:x: Bug Screen D l[I Rear. 24.0 _Qfil 0.77 Dra1,.1er~ Bug Screen D 0 Rear 96.0 ~ __fill... Dra1,.1er:x: Bug Screen D l[I Rear 199.0 _MQ 0.71 Dra1,.1er:x: Bug Screen D 0 Right 145.0 -9..fil! . 0.77 Dra1,.1er~ Bug Screen D 0 Right 6.0 _Qfil J1L Drai;ier:x: Bug Screen D l[I Run:.·· . Time• 111')1::IQQ Rl::•'1ol:•'11'.. D11nrnd1>• A Enerav Pro 2 .0 Bv Ene"'" Soft User Number:2314 Job Number: PCD #: 99233 Side Fins Yes/ No D [i] D !RI D [i] D !RI D !RI D [i] D fill D [R] D [RI D !RI D [R] D [RI Paae:3 of 23 t ·" Certificate. of Compliance: Residential (Part 1 of 2) CF-1R MSK Development,SeavieW-Plan A Custom-Residence 11/26/1999 Project Title · · · Seavi ew Way Carlsbad Project Address · PACIFIC COAST DESIGNS Docurrientatiim Author Computer Performance Date Building Permit # (760) 471-9000 Telephone Plan Check / Date 7 Field Check I Date Compliance Method (Package or Computer) Climate Zone Enforcement Agency Use Only GENERAL INFORMATION Total Conditioned Floor Area: Total Conditioned Slab Area: Building Type: (check one or more) IRJ Single Family Detached (SFD) D Single Family Attached (SFA) D Multi-Family 4,237ft2 2,621ft2 D Addition Alone D Existing Building D Existing Plus Addition Front Orientation: All Four Orientations Floor Construction Type: [xi Slab Floor Number of Dwelling Units: 1 00 Number of Storie$: 2 [R] Raised Floor BUILDING SHELL INSULATION Const. Component Frame Assembly Location/Comments T~Qe T~ee U-Value (attic, garage, typical, etc.) ---·------ ----· ----.. ---------------- FENESTRATION a mt1 ev1ces Sh d' D ' Type Orientation Area Labeled Fenestration Interior Exterior Overhang (SFl U-Value SHGC (roller blind etc.l (shadescreen etc.) Yes/ No Ei:cat ___!6.D.. _.o.ss __a.zz_ C!C!:11:lflC~ · Elug S~CflflD D Iii Left 40.0 _Q.fili _QR_ Dra12er::£ Bug Screen !ill D Rfl!:11'. __JQJl ___(l6Q .....A.IL Ocar:iflc~ Elug S~CflflD l¼J D Rear ~ _Q.fili -1JIL Dra1,1er::£ Bug Screen !RI D Right 65.0 _J1§.Q -1JIL Dra1,1er::£ Bug Screen !RI D ----D D ----D D ----D D ----· D D ----D D ----D D ----D D ll'11n· • • . Tim,., '14 1'>~1110 n~,-i,,;,-i,,; Dnn('n,t,., -- l:ne"'" Pro 2 .0 Bu l:ne..,,,Soft User Number:2314 Job Number: PCD #: 99233 Side Fins Yes/ No D Iii D IR] D Iii D IR] D !ill D D D D D D D D D D D D D D Pane:4of 23 I Certificate of Compliance: Residential (Part 2 of 2) CF-1R MSK Development.SeavieW-Plan A Custom Residence 11/26/1999 Project Title Date HVAC SYSTEMS Heating Equipment Type (furnace, heat pump, etc.) Note: Input 1-{ydronic or Combin.ed Hydronic data under Waler Heating Systems, except Design Heating Load. M. . Distribution mImum Type and Duct or Efficiency Location Piping Thermostat (AFUE/HSPP)(ducts, attic, etc.) R-Vafue. Type Location/ Comments Central Furnace 81 % AFUE 01 ,c:ts io Afiic 4 2 --S"'et .... b ... a .... c ... k ..... · _ wSv,,_.s,.__,_1 _______ _ Cei:itral F• 1rnace 81 % AFI IE D11cts io Mic --'4,._2..___ --'·-S"'et .... b .... a .... ck.___ ... sv,,_.s......_2 _______ _ Cooling Equipment Minimum Duct Type (air conditioner, Efficiency Location Duct Thermostat Location/ heat pump, evap. cooling) (SEER) (attic, etc.) R-Value Type Comments S~ll 8ir Ccor:lilicoet 10 0 SEES: 011cts io Attic 42 Setback· Sys 1 Spit Aic Ccadiicaec 100SEE~ Duds iA Attic 42 Setback Sys 2 WATER HEATING SYSTEMS Water Heater System Name Water Heater Distribution Rated 1 #in Input Syst. Btu/hr Tank Energy Fact~ 1 External CaP., or Recovery Standby Tank lnsul. Type. Type (gal) Efficiency Loss (%) R-Value R._.Hf._.f_..M .... 4 ... 4 ... Y ... 4 ... 0-,..1 ____ Srnl'lll Gos· ______ 2,__ 40.000 _--38.. _ _.0u..Su.3..___ ___._.a .... to ____ 1 For small gas storage (rated inputs of less than or equal to 76,000 Btu/hr), electric resistance and heat pump water heaters, list energy factor. For large-gas storage water heaters (rated input of greater than 76,000 Btu/hr), list Rated Input, Recovery Efficiency and Standby Loss. For instantaneous gas water heaters, list Rated Input and Recovery Efficiency. REMARKS ale is based on : 4237 SF Custom Tract Home, 2 story. (f=2621 , 2!=1616) HIS TITLE 24 ENERGY ANALYSIS IS FOR DESIGN & BID PURPOSES NL Y. FINAL SPECFICATION 8. LIABILITY OF EQUIPMENT 8. COMPLIANCE STATEMENT O[I' This certificate of compliance lists the building features and performance specifications needed to comply with Trtle 24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsiblity. When this certificate of compliance is submitted for a·single buHding plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features/Remarks section. Designer or Owner (per Business &Professions Code) Documentation Author Name: --.:..------------"---Name: _s"""ria ... o .... ea ....... o"""oc ... c..,.k ___________ _ Title/Firm: Lawrence Pepper Architects Title/Firm: .._P..,A,..CI ... EI .... C.,,C ... Q=A .... s""'T ... D..,ES ... IG""'N=s..._ _______ _ Address: e o Box ~593 Address: 1 ~11· so Rancho Santa Fe Rd , Suite F2 Raocbc Santa Ee, CA 92067 SAN MARCOS, CA 92069-5157 Telephone: 619.756.5817 Telephone: .... cz .... s.._o) ... 4u...71.,__-..,90 ... 0-0 _________ _ Lie.#. (signature) Enforcement Agency Name: (date) Title/Firm: _..;...._ ______________ _ Address: Telephone: ______________ _ EnergyPro 2.0 By EnergySoft User Number:2314 (signature) (date) date Job Number: PCD #: 99233 Page:5 of 23 .• Certificate of Compliance: Residential . (Addendum) CF-1R MSK Development.Seaview-Plan A Custom Residence 11/26/1999 Project Title · Date Speclal Features and Modeling Assumptions The local enforcement agency should pay special attention to the items specified iil this checklist. These items require special written justification and ~ocumentation, and special verification to be used with the performance approach. The local nfi . nt det . . th d ofth • stifi at· d . ct b ·1d· d • that oth • I" e orceme agency ermines e a equacy e JU 1c ton, an may reJe a UI mgor ea1gn erw1se comp 1es based on the adequacy of the special justification and documentation submitted. Plan Field HIGH MASS Design(see C-2R)-Verify Thermal Mass: 122 sqft Masonry Veneer nterior Mass, 2.00"thick at 1st Floor- 1HIGH~MASifoesian(see C-2R) -Verifv Thermal Mass: 719 saft Exr:iosed Slab Floor 5,50" thick at 1st Floor -Kit Fam Din Liv MB ' HIGH MASS Deslancsee C-2R) -Verltv Thermal Mass: 1902 satt Covered Slab Floor 4.00" thick at 1st Floor -Kit Fam Din Liv MB HIGH MASS Design(see C-2R)-Verify Thermal Mass: 80 sqft Tile in Mortar Interior Mass, 1.50" thick at 2nd Floor -011, Loft, Bed 2 M ljl9H MASS Design(see C-2R)-Verify Thermal Mass: 24 sqft Masonry Veneer lrterior Mass, 2.00" thick at 2nd Floor -Off, Loft, BE d "'-, .... ,-r HERS Required Verification These features must be confirmed and/or tested by a certified HERS rater under the supervision of a CEC approved HERS provider. The HERS rater must document the field verification and ciagnostic testing of these measures on a form ~•f'Mft Field Run Initiation Time: 11/26/99 06:35:35 Run Code: 943626935 E'lergy Pro 2 .0 By E'lergy Soft User Number:2314 Job Number: PC D #: 99233 Page:6 of 23 Manclatory Measures Checklist: Residential MF-1R NOTE: Lowrise residential buildings subject to the standards must contain these measures regardless of the compliance approach u Hems marked with an asterisk (•) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist Is Incorporated Into the permit documents, the features noted shall be considered by all parti as binding minimum component specifications. DESCRIPTION Instructions: Check or initial applicable boxes or enter NIA if not applicable. Builaing Envelope Measures X •I 150(a): Mnlm1.rn R· 19 celling Insulation In wood frame assembly, or equivalent u-value. ~ == I 150(b): Loose fill insulation manufactnr's labeled R-value. X •I 150(c): Mnim1.rn R-13 wall insulation in framed walls or equivalent U-value. ::= X •I 150(d): Mnir'num R-13 raised floor insulation in wood framed floors. 0 11500): Slab edge insulation • water absorption rate < 0.3", water vapor transmission rate < 2.0 permlinoh. [Z] 1118: Insulation specified-or Installed meets quality standards. Indicate type and form. Z] 1116-17: Fenestration Products, Exterior Doors and lnfiltratlon/Exfiltration Controls 1. Manufactured fenestration products labeled with certified lJ.value, SHGC, and infiltration certification. _ 2. Exterior doors :and windows we:ather:s:triJ)ptd; all joints :and penetrations caulked :and sealed. ~ I 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. l150(f): Special infiltration barrier installed to comply with Section 151 meets Commission quality standards. X l150(e): Installation of Fireplaces, Decorative Gas J!lppllances and Gas Logs. 1. -Masonry and factory-built fireplaces have closable doors, outside air intake with damper and control, and flue damper and control; 2. No continuous burning gas pilots allowed for fireplaces, decorative gas appliances and gas logs. Space Conditioning, Water Heating and Plumbing System Measures IE] I 110-13: HVAC equipment, water heaters, showerheads and f3'Joets oertified by the Commission. IE] l150(h): Heating and/or cooling loads calculated in accordance uith .ASHR.AE, S~NAor Jl£CA [g) 11500): Setback thermostat on all applicable heating and/or cooling systems. [g) 11500): Pipe and Tank Insulation 1. Storage gas water heaters with less than 0.68 energy faotorshall be exteinally wrapped with R-12. 2. Back-up tanks tor solar system, unfired storage tanks, or other indirect hot watertanks have R-12 external insulation or R-6 combined intemal/extemal insulation,_piping between heat souroe and tank insulated. 3.lnsulation on the first 5' of pipes closest to water heater tank, non-reciroulating,systems (R-4 or greater), buried or exposed piping in recirculating sections o1 hot water systems, cooling system piping below 55 deg F. !RJ•l150(m): Ducts and Fans · 1. Duots oonstruoted, installed and sealed to oomply with·ourrent UMC Sections 601 e. 603; insulated to a minimum R-4.2" or · enclosed entirely within conditioned space. Connections of metal ducts and inner core of 11ex ducts mechanically fastened. Openings sealed with mastic, tape, aerosol sealant or other duct closure system that meets the applicable UL 181. Openings greaterthan 114inch sealed with a combination of mastic and either mesh ortape. lrisulated·fJexible duot is marked with R· value every 3 feet. 2.Factory-fabricated duct and closure system (including collars, comeotions and splices)comply with UL 181; pressure- sensitive tapes, heat-activated tapes, and·mastics comply with UL 181. 3. Field-fabricated Duot Systems. a. Factory-made rigid fiberglass and flexible ducts CO!ll)ly with UL 181, pressn-sensitive tapes, mastics, aerosol sealants r other closure systems meet the applicable requirements of UL 181, UL 181Aor UL 1819. b, Mastic sealants, mesh, and pressure-sensitive tapes comply with applicable UL 181. Mesh and mastic non-toxic.water resistant and rated for exterior use. c. Drawbands used with 11exible ducts shall be either stainless-steel wonn-drive hose clamps or U\tresistant nylon duct ties, have a minimum tensile strength rating of 150 pounds, tightened with adjustable tensioning tool. d. Aerosol-sealants meet applicable UL 181 requinnents, applied per manufacturer specifications, and any tapes or mastics used in combination meet UL 181. 4. Exhaust fan systems have back draft or automatic dampers. 5. Gravity ventilating systems have ether automatic or readily accessible, manually operated dampers. D 1114: Pool and Spa Heating Systems and Equipment · 1. Certified with 78"thennal efficiency, on-off switch, weatherproof instructions, no pilot oreleotric resistance heating. 2. System is installed with at least 36" of pipe between filter and heater, cover for outdoor pools or spas. 3. Pool-sy~em has directionai inlets and a circulation pump time switch. Kl 11 f5: Central Furnaces, poorhe:at1rs, spa heaters or household cooking applianc~s have no constant pilot light. Lighting Measures · [RJ 1150(!<): 40 lumenslwatt or greater for general lighting in kitchens and rooms with tubs or showers,(altemative: in laundry, . garage, etc. with all-outdoor lighting mounted to the building 40 lumens/Watt or equipped with motion sensor): and recessed incandescent ceiling fixtures are IC Onsulation oover) approved. EnergyPro 2.0 By EnergySoft User Number:2314 Job Number: PCD #: 99233 DESIGNER ENFORCEMENl Page:7 of 23 I Computer Method Summary MSK Development.Seaview-Plan A Custom Residence Project Title Seaview Way Carlsbad Project Address PACIFIC COAST DESIGNS Documentation Author ~o~~P.a~~E;{ f Jn~~~W.~~a~~ or Computer) Space Heating Space Cooling Domestic Hot Water Totals (760) 471-9000 Telephone 7 c1mitezone (Part 1 of 3) 11/26/1999 Date Building Permit # Plan Check/Date Field checkiOate This C-2R summarizes the results of a four cardinal orientation analysis. The pages tbat follow describe the front facing North occurence. This plan has been-analyzed with Identical features in all orientations. GENERAL INFORMATION Conditioned Floor Area: 4,237 Building Type: Single Far,:i Det?ched Building Front Orientation: All Four Orientations Number of Dwelling Units: 1.00 Number of Stories: 2 Floor Construction Type: fil] Slab Floor Iii Raised Floor Total Conditioned Volume: 38,133 Slab Floor Area: 2,621 C-2R BUILDING ZONE INFORMATION # of Thermostat Vent Zone Name Floor Area Volume Units ZoneT~~e T~ee Hgt. Area OPAQUE SURFACES A ct. T e Area U-Val. Azm. Tilt .Boof._ llBll 0 035 __a_ _a_ 0 088 --225.. --9J. 0088 ~ --9J. 0 088 __a_ --91. 0 387 __a_ ---90.. 0 088 __so_ --91. 0 088 _180.. ---90.. 0 085 __o._ --91. 0 387 __a_ ---90.. 0088 _270..--91. 0048 _Q__.18'.l. 0 035 __o._ _a_ wall.- wall.- wall.- .oooi:- .l8(aL_ wall.- .!A/all..- .D.aol:__ wall.- .Elaal:.__ .Boof._ wall.- wall.- .l8(aL_ wall.- 13 13 324 118 2Dll 23/l :IZZ 21 ll00 398 :1 srn I 240 35/l 3:ill 1188 0088 ---0---9J. 0088 __so_ --91. 0 088 _ --1.BQ. ---90.. 0088 __.2211.--91. ----------------------------'-----------------------------------------------,---------------· ---------------..------------------------------------- 2 621 I 23589 I _nJiL Coodttiooed Setback --8 1,~6 14,544 ...,0.38-Coi=ld~ioi:ied Setback ---8 Solar Gains YIN Form 3 Reference Location / Comments R 30 Roof,R 30 2x12 16) Zoi:ie 1 1st Floor R 13W.all QN13 2x41S) Zoi:ie 1 1st Floor ij 131Nall (W 13 2x4 16~ Zoi:ie 1 1st-Floor R-:13 Wall ON :13 2xll :16) Zone :I -:I st floor Solicl Woocl Door -Zoi:ie 1 1 st Floor a 13 1Mall QN 13 2x4 16) Zoi:ie 1 1st Floor __nta _,1:1,(a .... R-.... 1 .... 3 w ........ al .... l ...,QN ......... :1 .... 3 .. 2x .... ll'""':l....,6),__ ___ -.... zo...,.n .... e__.:l-=--...... 1 st ........ fl ..... oo ..... r _______ _ R:13Wall ti inc Zane 1 -:1st floor Solid Woad Door R 13\A/.all QM 13 2x4 16) ~19 Floor ov11 ii:ic Gar R-30 RaofCR 30 2x:I? :16) R-13Wall QN13 2x41S) R-13Wall QN:13 2xll :16) R 13Wall QM132x4 16~ - R 13Wall QN132x416) Zane :I -:I st floor Zoi:ie 1 1st Floor Zone 2 2i:icl Floor Zane 2 -2od floor Zone 2 2i:id Floor Zooe 2 -2od floor Zoi:ie 2 2i:icl Floor Zoi:ie 2 2i:id Floor EnergyPro 2.0 By EnergySoft User Number:2314 Job Number: PCO #: 99233 Page:8 of 23 .• Computer Method Summary (Part 2 of 3) C-2R MSK Oevelopment.Seaview-Plan A Custom Residence 11/26/1999 Projecflitle Date FENESTRATION SURFACES Act. Glazing Type Location/ # Type Area SHGC Azm. Tilt Comments U-Value ~ \Mndow Rear (So, ithwest) ---U.O. Zone 1 1 $1 Floor .2.. V\llndow Right (Northwest) _j2.ll, Zone 1 -1st floor .3... V\llndow front (North) __ao_ Zone 1 -1st floor -0.600. on ~ --SO D0I1ble Clear Deta, 1~(~/\i'.) ..D.6QO.. ozz --31.S.. __so Double Clear Pefautt(RY\!) ..o.szo.. ozz _o_ _J!lJ. bouble Clear Petautt(Rl{li) .L \Mndow Front (North) ~ Zone 1 -1st Floor 0.600 0.77 __ o _ _J1Q. Double Clear Default(fWY) .5... \NJodaw front (North) __i6.D. Zone 1 -1st Eloar -1l.5ZO. ozz __o.. --90 DOI Ible Clear DetaIdf(RW) .6... Wndow Eroot ,Nort~ ---12..0.. Zooe 1 -1st Eloor ..rum. ozz __o.. --90 DOI 1ble Clear Deta11tt(RW) L \NJodaw front (North) __j2_Q_ Zane 1 -1st Eloar .a_ \Mndow Front (North) _j2Q. Zone 1 -1st Floor ...wm.. ozz __o.. __sn DOI 1ble Clear Defautt(RW) 0.600 0.77 __ o _ _J1Q. Double Clear Default(fWY) .a_ V\llndow Left (East) __ao_ Zone 1 -1st floor ..o.szo.. ozz __:__so._ _J!lJ. Double Clear Petautt(RW) 40 Wndow I et+ (Feist) _..s...a. Zane 1 -1st Eloar -1l.5ZO. 0 zz _..sa.. --90 Do11b!fo: Cleeir Defei111t(Rt{IQ .11. Wndow · I et+ (Fast) _..s...a. Zone 1 -1st Elooc 12 V\ilodow Lett (Eost) ---2S.Jl. zone 1 • 1 st floor -1l.5ZO. ozz _..sa.. --90 DoPble Clear DelaPltQW\O ....o.m ozz ____so_ __so Double Clear Petoutt(RW) .13 Wndaw I et+ (Fast) .......10..0. Zone 1 -1st Eloar il V\ilndow Left (Eost) ........1a.o.. zone 1 -1st floor .15 V\llndow Left (East) _.6.Q. zone 1 -1st floor -1l.5ZO. ozz _..sa.. __sn D0I ible Clear Deta1 ilt(RW) ..Jl.Wl. ozz -----90.. __so Double Cleor Petoutt(RW) ..o.szo.. ozz __J!lJ._ _.so. Double' Clear Pefautt(RW) .in \NJndow . Lett (East) ........1a.o.. zone 1 -1st floor ..D.6QO.. ozz __J!lJ._ _J!lJ. Double crear Petautt(RW) .1Z \/Vlndow Left (East) _.6.Q. zone 1 -1st floor i.e. V\ilndow Rear (South) .......12.Q. zone 1 -1st floor .19. V\ilndow Rear . (South) ~ zone 1 -1st floor .20. V\llndow Rear (SOuth) ........1a.o.. zone 1 -1st floor 21 \Mndow Rear . . (South) _jJU!_ Zone 1 -1st Floor ..o.szo.. OZZ __J!lJ._ _J!lJ. Double crear Petautt(RW) ...Q.5ZO.. OZZ _.lfill.. _J!lJ. Doub1e.cIear Petautt(RW) _Q.55.Q. OZZ _.lfill.. __so. Double crear Petautt(RY\O _Q.600. 0 zz _.lfill.. _..so. Double Clear Detautt(RW) 0.600 0.77 __j§Q_ _J1Q. Double Clear Default(fWY) ~ ~g~g: ~~=~ · ~g~~~ -ffit igg: 1 : 1 ~ F:gg~ ..rum. ozz --18ll.. --90 Double. Cleac Deta111t,RW) 0.600 0.77 __,1§Q_ __gQ Double Clear Default(fWY) .2! Vli!ndow Rear . (South) .......1M.. zone 1 -l st floor ....Il.6QQ. OZZ _.lfill.. _J!lJ. Double cIear Petautt(RIN) 25. \/Vlndow Rear (South) _.6.Q. zone 1 -1st floor ..o.szo.. Q zz _.lfill.. _J!lJ. Double Clear Petautt(RY\O ~ ~ggg: ~::~ fsg~~~ ---¾.8-fgg: 1 : ~ ~ ~:gg~ 28 \Mndow Rear (South) -S:O Zone 1 -1st Floor ...Q.60.Q. ozz _.lfill.. _J!lJ. Double Clear Petault(RY\O 0.600 0.77 ~ _.fil! Double Clear Default(RVy) 0.570 0.77 ~ _.fil! Double Clear Defautt(RVy) 29 \Mndow Rear (South) 48 O Zone 1 -1st Floor 0.550 0.77 __j§Q_ ___ftQ Double Clear Default(fWY) INTERIOR AND EXTERIOR SHADING . Window overhang t eft Fin Right Fin # Interior Shade Type SHGC Exterior Shade Type SHGC Hgl Wd. Len. Hgt. LExt. RExt. Dist. Len. Hgt. Dist. Len. Hgt. j_ Drapery 0.68 =-B""ug,._S""c,..r""ee,..n....______ 0.76 _______________________ _ l... Drapery 0.68 Bug Screen 0.76 . __________________ _ L Drapery 0.68 Bug Screen . 0.76 3.0 3.0 6.0 0.1 6.0 6.0 _____ _ A.. Drapery ...Q..68 Bug Screen ..o.za___ . __________________ _ .5.. Drapery ...Q..68 Bug screen _ol:6.. __ · ___________________ _ .§.. Drapery ...Q..68 Bug Screen ..o.za_ __ · __________________ _ L Drapery ...Q..68 Bug screen ..o.za_ _______________________ _ .§__ Drapery 0.68 Bug Screen 0.76 .a. Drapery -.Cl.6a Bug Screen ..o.za_ _______________________ _ iO Drapery _o.sa Bug screen ..Jllli. . ___________________ _ 11 Drapery 0.68 Bua Screen 0.76 ______________________ _ 16_ Drapery 0.68BugScreen 0.76 _______________________ _ ll Drapery 0.68 Bug.Screen 0.76 . _________________ _ 14 Drapery 0.68BuaScreen 0.76 __ . ___________________ _ 15~ .~~~ ~. ----------------------16~ omg~ ~ ________________ _ 1L Drapery 0.68 Bug Screen 0.76 ___________________ _ 1§. Drapery 0.68 Bug Screen 0.76 _ __ . . __________ _ 1ft Drapery 0.68 Bua Screen 0.76 __ __ . ______________ _ 20 Drapery 0.68BugScreen 0.76 _______________________ _ 11 Drapery 0.68 Bug Screen 0.76 ______________________ _ 22. Drapery _llBl Bug Screen ..o.za_ _______________________ _ 23 Drapery 0.68BugScreen 0.76 . ___________________ _ .2!~ _Q.Bl-~ ..o.za_ _______________________ _ ~~ ~~~ ..Jllli. _______________________ _ 26 Drapery 0.68 Bug Screen 0.76 _____________________ _ 27 Drapery 0.68 Bug Screen o:76 ___________________ _ 28 Drapery 0.68 Bug Screen 0.76 _ _ __ . ____________ _ ~~ ~~~ ..o.za.------.---------------- EnergyPro 2.0 By E:nergySoft User Number:2314 Page:9 of 23 Computer Method Summary (Part 2 of 3) C-2R MSK Development,Seaview-Plan A Custom Residence 11/26/1999 Project'litle FENESTRATION SURFACES # Type Area .30 \ll~RdOlQ! ~igl:lt ~tl(e~ ~ .31 \&lcd0!.!!a! Bigl:lt ~st) ---18..Q. .32. \&lcd0!.!!a! -Bigl:Jt ~st) ---18..Q. .3a V\llndow Right IY!,!est) _.fill .34 \&lodollll Bigbt Q8lest) ----181l. .35. \&lcdow e~bt oe,f.esl:) ----181l. .36. \&lodollll: Bigbt 08(.est) --21.0.. 37 V\llndow Right Mlcst) --1.Q.Q. .aa \'.iiacd0!.!!a! Bigl:lt OOt.c:m) _fill .3S \&lcdow Eccct (t:Jcr:tb) __til..5. AO. \&lcdow Eccct (t:Jcr:tb) _.3.!l. Ai \&lcd0!.!!a! Erect (tiler:lb) __il. .42. '8ilodow Ecoct (t:Jcctb) _.4.(1_ ~ \&lodaw Erect (lller:lb) ~ M l8!Jad0'.ll!l Lafi (East) ____jQ.Q_ AS. \&lode~ Lett (East) ___j_Q.Q_ ~ l8!Jadc'.ll!l Latt (fast) ___j_Q.Q_ ~ \&l[ldQ'.ll!l Latt (fast) ___j_Q.Q_ Aa \&lcd0!.!!a! Lett (East) --20..0.. AS. \&lCd0llli! Baar i:scutb) --20..0.. .5(). V\llndow Rear (South) _____lliL .51 \&lodow Bear (Sc11tb) --1511. 52 Wlndow Rear (Sou!!:l) . 35.0 .sl \&lCd0llli!· Bear i:scutb) ____jQ.Q_ .5.4. 'r8!1Dd0!.!!a! Bigl:Jt ~st) --20..0.. .55. \&lcdollli! Bigl:Jt ~st) ---15.Q. 56 V\llndow . Right frYestl 15.0 57 V\llndow Right frYest) 25.0 58 ~ndow. Right IY!lc:§1:) --1M. INTERIOR AND EXTERIOR SHADING U-Value --0.600. ..Jl.600.. ..Jl.600.. 0.570 _o_sm _o_sm _o_sm 0.600 _Q,55Q. _o_sm _a_sm _o.sza_ _a_sm _Q,55Q. _Q,55Q. ..Jl.600.. ..Jl.600.. ..Jl.600.. ..Jl.600.. ..Jl.600.. 0.600 _o_sm _Q,§QQ_ _Q,55Q. ..Jl.600.. ..Jl.600.. 0.600 0.600 0.600 Date SHGC Act. Glazing Type Azm. Tilt o 77 -2W--SO Do• 1ble Clear Dehu 11t~Rltl9 _ _..o ... z .... z --2llL _.so Pauble Clear Detautt(RW,) . _ _..o ... z .... z --2llL _.so Double crear Detautt(RW,) -~0-.7~7 ~ ~ Double Clear.De1ault@M --D~Z .... Z --2ZO.. --90 Double C(ear Defa11lt(RtAl) _ _._.n..,_z.._z --2ZO.. --90 D011ble Clear Defa11lt(RtAl) _ _._.n .... z .... z --2ZO.. --90 Double Clear Detault(RtAl) 0.77 ---22'.Q-, ~ Double Clear De1ault(RV\I) o 77 --2llL _.so Double crear batautt(Rioo O ZZ ___a_ --90 Double Clei,r Defe111t(RW) O ZZ ___a_ ---90 Double Clear Defa111t(RtAl) _ ___..o ... z .... z _____o_ __so Peuble cIear Pefault(RW,) --D~Z .... Z ___o_ ---90 Drn1ble C(ear DetaI11t(RtAl) _ ___..o ... z .... z _____o_ __so Peuble crear Pefault(RW,) o 77 ---90.. __so Peub(e crear Detautt(RW,) o 77 __:a.a_ __so Double crear Defautt(RW,) o 77 ---90.. __so Double crear Default(BW) o 77 ___so_ __so poube craar Datautt(RW,) o 77 ---90.. __so Deuble crear Dafautt(IMD o 77 _iao.. __so Peuhe crear PeJautt(RW,) 0.77 _1§Q_ ~ Double Clear De1ault(R\A/l o ZZ --180.. -1lll Double Clear Deta111t(RtAl) _ _,,0=.7_,_7 _1§Q_ ~ Double Clear De1ault(R\A/l ..,...___..o ... z .... z _iao.. ___so. Dguble crear Patautt(IMD o 77 --2llL ___so. Double crear Detautt(BW) o 77 _270... ___so. Deuble crear Dafautt(IMD 0.77 ~ ~ Double Clear Default(R\11/) __ 0._7_7 ~ ~ Double Clear Default(RVVl 0.77 ---22'.Q-, __fill Double Clear De1ault(R\A/l Location/ Comments Zone 1 1 :st Floor zoce 1 -1st Figge Zoca 1 -1st Floer Zone 1 - 1 st F(oor Zoce 1 - 1 sf Eloor Zoce 1 -1st floor Zooe 1 - 1 sf Eloar Zone 1 -1st Floor Zona 1 -1st floor Zone 2 -2nd Floor Zooe 2 -2od floor Zane 2 -2nd Eleor Zoce 2 -2cd floor lace 2 -2nd fleer zoce 2 -2cd fleor Zoce 2 -2cd Elaar zoaa 2 -2cd Efcor nme 2 -2cd Efeor Zoca 2 -2nd floor zoce 2 -2cd Eleor Zone 2 -2nd Floor Zooe 2 -2od Eloor Zone 2 -2nd Floor zoce 2 -2cd floor zoaa 2 -2cd El00r zece 2 -2cd Floor Zone 2 -2nd Floor Zone 2 -2nd Floor Zone 2 -2nd Floor # Interior Shade Type SHGC Exterior Shade Type Window Overhang Left Fin Right Fin SHGC Hgt Wd. Len. Hgt. LExt. RExt. Dist. Len. Hgt. Dist. Len. Hgt. 30 Drapery 31 Drapery 32 Drapery .3l Qrapary .M Drapery 35 Drapery 36 Qrapary 37 Drapery .3a Drapery ~ Drapery 40 Drapery .il Drapery 42 Drapery 43 Drapery 44 Drapery 45 Drapery· 46 Drapery 47 Drapery 48 Drapery 49 Drapery 50 Drapery .51 Drapery 52 Drapery .5S Drapery -2 Drapery 55 Drapery 56 Drapery 57 Drapery fill Qrapety 0 .68 Bug Screen 0.68 Bug Screen 0.68 Bug Screen -'l.6a Bug Screen __d.fa Bug Screec -'l.6a Bug screec -'l.6a Bug Screec 0.00 Bug Screen -'l.6a Bug Scraea -'l.6a Bug Screec 0.68.Bug Screen . 0.68 Bug Screen 0.68 Bug Screen 0.68 Bug Screen 0.68.Bug Screen 0.68 Bug Screen 0.68.Bug Screen 0.68 Bug Screen 0.68 Bug Screen 0.68 Bug Screen 0.68 Bug Screen __.ll.fil3. Bug screec · 0.68 Bug Screen _ru;s Bug Screec _ru;s Bug Screen 0.68 Bug Screen 0 .68 Bug Screen 0.68 Bug Screen _D.68 Bug screec EnergyPro 2.0 By EnergySoft User Number:2314 Q75 ___________ _ ~· -. ---------0~------------_Q.16_ ___________ _ _Q.16_ ___________ _ __o.za. ___________ _ _Q.16_ ___________ _ 0:76 ___________ _ _Q.16_ __ . ---- - - ---_Q.16_ ___________ _ 0.75 -----------.0.75 ___________ _ 0~ ----------- Q75 -----------0.75 6.7 6.0 jO.O 0.1 10.0 10.0 _____ _ o~_. ·---------o.75 ___________ _ .0.75 ___________ _ 0.76_. ----------0~------------. 0.75 5.0 3:0 jQ,Q 0.1 10.0 10.0 __ -------- _Q.16_ 5.0 3.0 jQ,g 0.1 10.0 10.0 _____ _ 0.76 ___________ _ _Q.16___.6..Z -6.0 .10..0 _Qj ..1D.O. iO.O - - - - - -_D.Zli._ .. -· ______ _ 0.75 5.0 3.0 jQ,Q 0.1 10.0 10.0 _____ _ 0.75 5.0 3.0 jQ,Q 0.1 10.0 10.0 __ --------0.76 5.0 3.0 10.0 0.1 10.0 10.0 _____ _ _D.Zli. --5..0 _J,.O .1ll.O _Dj ..1D.O. iO.O - - - - - - Job Number: PC D #: 99233 Page:10 of 23 ! j' Computer Method Summary (Part 3 of 3) C-2R MSK Development,Seaview-Plan A Custom Residence 11/26/1999 Project Title Date THERMAL MASS FOR HIGH MASS DESIGN Area Thick. Heat Type CsV Qn.) . Cap. · C.ond. Form 3 Reference Inside R-Val. Location Comments Masoccjl Yeceec Cooccete, l:leal,!~wegl::d: Cacci:ete, l::lea111t!ll!e~bt Iilela Mci:tar Masocry Yeceer PERIMETER LOSSES Type Slab eerimetec Slt.ib eecimmec HVAC SYSTEMS Heating Equipment Type (furnace, heat pump, etc.) ~ -200 --25. -0..62 --219. ..s.sa --28.. ..a...sa ~ ..A.CIQ -2B. ..a...sa _..aa -"ll ~ Jl.6Z. ali:i ....:......24 ,..2.Qa _li ...Q.62 ali:i F2 Insulation Length Factor R-Val. Depth Location / Comments _..d(l ..n.:zs. _a_a, ___o, Zooe 1 -1st floor --152 ..n.:zs. _a_a, __a, Zooe 1 -1 s+ floor . Minimum Distribution Type Efficiency and Location (AFUE/HSPF)(ducts/attic, etc.) Duct Thermostat R-Value Type Zone 1 -1st Elooc t lotetioc Mass lcae 1 -1st fkmr t Slab ca Grade Zone 1 -1st floor t Slab oc Grade Zcae 2 -2ad flggr t latecicc Mass zcae 2 -2ad Elcor t laterloc Mass Location/ Comments .... c ... ecrt...,r ... a .... 1 E ... ,, ... c ... a ... ce...._ _____ ·81% Afl IE D11ds io Atfic Setback svs 1 Central Eu:aace 81% .AfUE Ducts la Attic Hydronic Piping System Name Pipe Pipe lnsul. Length Diameter Thick. Cooling Equipment Type (air conditioner, heat pump, evap. cooling) Spilt Ale Coodltinoec Split Air Qmciiticaer WATER HEATING SYSTEMS Water Heater System Name Minimum Duct Efficiency Location (SEER) (attic, etc,) 100SEER D11dsi0Aftic 10 D SEER Ducts lo Attic Water Heater Distribution Type Type _ __...,set...,b..,.a..,.ck.,___ ... s,,_.ys ....... 2 ________ _ Duct Thermostat R-Value Type --42- _!.2__ Rated1 #in Input Syst. (Btu/hr) Setback Setback Tank Cap. (gal) Location/ Comments Sys 2 Energy Fad 1 Tank lnsul. or Recovery Standby R-Value Efficiency Loss (%) Ext. RHEEM 44V40-1 SmaHGas ______ --2....,... 49,000 __ _..3.._9 _ _.o..,s.,.3'----__ ......_n ..... ta.__ ala 1 For smal gas·storage (rated input<= 75000 Btu/hr), electric resistance and heat pump-water heaters, list energy factor. For large gas storage water heaters (rated input> 75000 Btu/hr), list Rated Input, Recovery Efficiency and Standby Loss. For instantaneous gas water heaters, list Rited Input, and Recov~ry Efficiency. REMARKS Run Initiation Time: 11/26199 06:35:35 Run Code: 943626935 Ene Pro 2 .0 B Ene Soft User Number:2314 Job Number: PCD #: 99233 Pa e:11 of 23 Computer Method Summary (Addendum) C2-R MSK Development,Seaview-Plan A Custom Residence 11/26/1999 Project Title · Date Special Features and Modeling As-sumptlons The local enforcement agency shoukl pay special attention to the items specified in this checklist. These items require special written Justification and documentation, and special verification to be used with the performance approach. The local enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise comolies ·based on the adequacy of the special Justification and documentation submitted. Plan Field HIGH MASS Desicm(see C-2R) -Verify Thermal Mass: 122 sqft Masonry Veneer nterior Mass, 2.00" thick at 1st Floor - HiGH~MAstc{esian(see C-2R),. Verifv Thermal Mass: 719 saft Exoosed Slab Floor 5.50" thick at 1st Floor -Kit Fam Din Liv MB HIGH MASS Deslanrsee C-2R) -. Verify Thermal Mass: 1902 saft Covered Slab Floor 4.00" thick at 1st Floor -Kit Fam Din Liv MB HIGH MASS Design(see C-2R)-Verify Thermal Mass: 80 sqft Tile in Mortar Interior Mass, 1.50"thick at 2nd Floor -Off, Loft, Bed 2 3,4 !:IIGH MASS Design(see C-2R)-Verify Thermal Mass: 24 sqft Masonry Veneer lrterior Mass, 2.00" thick at 2nd Floor -011, Loft, Bid .,...,., HERS Required Verification These features must be.confirmed and/or tested by a certified HERS rater under the supervision of a CEC approved HERS provider. The HERS.rater must document the field verification and diagnostic testing ofthese measures on a form 1-'PNII Field Run Initiation Tim : 11/26/99 06:35:35 Run Code: 943626935 Energy Pro 2 .D . By Energy Soft User Number:2314 Job Number: PCD #: gg233 Page:12 of 23 :- INSTALLATION CERTIFICATE {Part 1 of 7) CF-6R Site Address Permit Number An installation certificate is required to be posted at the building site or made available for all appropriate inspections. (fhe information provided on this form is required; however, use of this form to provide the information is optional.) After completion offinal inspection, a copy must be provided to the building department (upon request) and the building owner at occupancy, per Section 10-103(b). HVAC SYSTEMS: Heating Equipment EquiP,. . Thype (pkg.~ CEC Certified Mfrl::iName eat pump, & Model Num er Cooling Equipment EquiP., CEC Certified Compressor Type (pkg.~ Unit Mfr Name & heat pumpJ . Model Number 1. >= reads Greater Than or Equal to. # of Efficiency1 . Duct Duct or Identical (AFUE etc.) Location PiP.ing Systems [>= CF-1 R Value] (~ttic, etc.) R-\lalue # of Efficiency1 Duct Identical (SEER etc.) Location Duct or Systems [>= CF-1RValue](attic, etc.) R-Value Heating Load (Btu/hr) Cooling Load (Btu/hr) Heating Capacify (Btu/hr) Coolin~ Capacify (Btu/hr) I, the undersigned, verify that equipment listed above my signature: (1) is the actual equipment installed; (2) is equivalent to or more efficientthan that specified.in the certificate of compliance (Form CF-1 R) submitted for compliance with the Energy Efficiency Standards for residential buildings; and (3) the equipment meets or exceeds the appropriate requirements for manufactured devices (from the Appliance Efficiency Regulations or Part 6), where applicable. Signature, Date Installing Subcontractor (Co. Name) OR General Contractor (Co. Name) OR Owner WATER HEATING SYSTEMS: CEC Certified Distribution If Recir-# of Rated2 Tank Effi..i 2 Heater Mfr Name Type (Std, culation, Identical Input (kW Volume cienc1£. Standp_y Type & Model Number Pomt-of-Use) Control Type Systems or Btu,hr) Gallons (EF, RE) Loss (%J External Insulation R-Value 2 Forsmafl gas storage (rated input of less than or equal to 75,000 Btu/hr). electric resistance and heat pump water heaters, list Energy Factor. For large gas storage water heaters(rated input of greater than 75,000 Btu/hr). list Recovery Efficiency, Standby Loss and Rated Input. For instantaneous gas water heaters, list Recovery Efficiency and Rated input. 3 R-12 external insulation is mandatorytorstaroage water-heaters with an energy factor of less than 0.58. Faucets & Shower Heads: All faucets & shower heads installed are certified to the Commission, pursuant to Title 24, Part 6, Section 111. I, the undersigned, verify that equipment listed above my signature: (1) is the actual equipment installed; (2) is equivalent to or more efficient than that specified in the certificate of compliance (Form CF-1 R) submitted for compliance with the Energy Efficiency Standards for residential buildings; and (3) the equipment meets or exceeds the appropriate requirements for manufactured devices (from the Appliance Effici~ncy Regulations or Part 6), where applicable. Signature, Date COPY TO: Building Department HERS Provider (if applicable) Building Owner at Occupancy lcnergyPro 2.0 By l:nergySott User Number:2314 Installing Suboontrl:lctor (Co. Name) OR General Contractor (Co. Name) OR Owner Job Number: PCD #: 99233 Page:13 of 23 : INSTALLATION CERTIFICATE Sit~ Address FENESTRATION I GLAZING: Product V-Value (=<CF-1R Manufacturer/Brand Name value) 2 GROUP LIKE PRODUCTS 1. ------- 2. -------- 3. ------- 4, -------- 5. ---"------ 6. -------- 7. ------- 8. ------- 9. -------- 10. -"------- 11. ----,---- 12. ------------ 13. ------- 14. ------- 15. ------- Produ~t SHGC (=<CF-1R value} #of Panes (Part 2 of 7) CF-6R Permit Number Interior or . Exteror Shading Quant1tv. S_guare Device or Comments/ (Optional) Feet Overhang Special Features ---------·- 1. U311a::t111td Fues1ra1101 prodics m 1u uauu nan 1u procllctlitl!!I. Flll:IU>rl:md-t1u1ra1:ll prod1C$ m.1le d!t111tua11u nan S!CIJ1116at11e E1e19VEffl:)l!10{S1a1darcs. 2. 11,tall!d 1HBl1e m iitbe l!JJ 1la1 or eq 131 t, ua11u nan c F-1 II. lutall!d SHGC 111Jtbf1·11u 1131 or eq 131 t, ua11u 1'lan c F-111, or 3 Jlad~g deubt (111Hbr, exlHbr or 00! rl31!l) II IIJ1all!d a: JptCMedOl 'Ile CF-1 II. Ala nalllt 1/, IIJ1all!d weg •• d all r.ge U-ualltJ 'br 11t tllal 't IU1ra1bl 3N!33N! l!JJ 1131 or eq 131 t) uallu nan C F-1 II. I, the undersigned, verify thatthe fenestration/glazing listed above my signature (1) is the actual fenestration product installed; (2) is equivalent to or more efficient than that specified In the certificate of compliance (Form CF-1 R) submitted for compliance with the Energy Efficiency Standards for residential buildings; and (3) the product meets or exceeds the appropriate requirements for manufactured devices (from Part 6), where applicable. ltem#s (if applicable) Signature, Date ltem#s (if .ipplic.ibla) Signature, Date ltem#s (if applicable) Signature, Date COPY TO: Building Department HERS Provider (if applicable) Building Owner at Occupancy !Energy PrQ 2 .0 By Energy Soft User Number: 2314 Installing Subcontractor (Co. Name) OR General Contractor (Co. Name) OR Owner OR Vvlndow Distributor Installing Subcontractor (Co. Name) OR Ganer.ii Contr.ictor (Co. N.ima) OR Owner OR Vvlndow Distributor Installing Subcontractor (Co. Name) OR General Contractor (Co. Name) OR Owner OR Vvlndow Distributor Job Number: PCD #: 99233 f13ge:14 of :23 INSTALLATION CERTIFICATE .. (Part. 3 of 7). Site Address Permit Number DUCT DIAGNOSTICS This l'.)uiding obtained compliance creditfor: D Ductsealing D Duct Area Reduction D ACCA Manual D design and installation CREDIT FOR REDUCED DUCT SURFACE AREA OR LOCATION Duct Location* OAttic D·crawlspace OBasement D Othe.__ __ Exterior Meas11ed Surface Area Exterior Surface (CF-1 R) Area -------------- D Duct Design on Plans D Installed duct diameters match plans D TXV installed D Ac.cessto TXVvalve (it installed) D No TXV. Fan airtlow(CFM..._ __ _ D Duct Leakage Measured D Measured leakage (CFM) __ _ CF-6R HVAC tan air flow (CFM),_ ___ (rneasured or calculated as "Ignore ducts in conditioned space. Only a check is required tor location credit. OcFM = 0.7 i<A'Jb:)r for CZS through 15 OcFM = 0.7 xAlb)r for CZ 1 through 7 & 16 .or, it the equipmentsize is known, the larger of 1 or 2. 1. D.cFM = <IOO x Cooli'ng Capacity in Tons or 2. ·oCFM • 21.7 x Heating Capacity in Thousands of Btu per hour) Leakage divided by HVAC Fan air flo (must be=< 0.06) For AEROSOL TYPE SEALANTS ONLY, The following diagnostic testing was completed: D Catastrophic leak testing D Pressure Pan Test D House pressuezation test D Duct pressurization O1nma1 O1nitial, D Sample D Sample D This certifies that the ducts surface area and duct locations were verified. OResample When compliance credit is·claimed for duct surface area reducitons and duct location improvements beyond those covered by default assumptions, builder employees or subcontractors shall certify that they have verified that the duct surface area and locations match those on the plans and shall indicate the duct surface area in each duct location on the CF6R. Tests Performed Or.his isto certify that the above diagnostic test results and the wolk I performed associated with the test(s) is in conformance with the requirements for compliance credit. [The builder shall provide the HERS provider a copy of the CF-6R signed by the builder employees or sub-contractors certifying that diagnostic testing and installation meetthe requirements for compliance credit.] Signature, Date Installing Subcontractor (Co. Name) OR General Contractor (Co. Name) OR Owner COPY TO: Building Department HERS Provider (if applicable) Building Owner at Occupancy laiergyPro 2.0 By BlergySott User Number:2314 Job Number: PCD #: 99233 Page:15 of 23 : INSTALLATION CERTIFICATE (Part 5 of 7) CF-6R Site Address Permit Number The following is an explanation of many of the input values required on this form: HVAC SYSTEMS Heating Equipment Type must be one of the following: Furnace: Gas (includinri Liauefied Petroleum Gases) or oil-fired central furnace & snace heater Boiler: Gas or oil-fired boiler PckaHeatPumo: Packaaed central heat oumo SnlitHeatPumn: Srilit central heat numn RoomHeatPumo: Room heat numo. LraPkaHeatPumn: Larae nackaaed heat numn f>=65 000 Btu/hr outnun Electric: Electric resistance heating (fixed HSPF = 3.413); radiant electric resistance (fixed l:ISPF = 3.55l . CombinedHvdro: Reference water heater under water heatina svstems below -CEC Certified Manufacturer Make & Model Number from applicable Commission approved appliance directory. -"# of Identical Systems" is for those systems with the same efficiency, duct location, duct R-Value and capacity. -Efficiency from applicable Commission certified appliance directory. -Ductlocation ls attic, crawl space, eve crawl space, conditioned space, unconditioned space or none. -Duct (or Piping) R-Value from Directory of Certified Insulation Materials and/or manufacturer's data. -Heating/Cooling LQad refer to Commission approved load calculation procedure. -Heating/Cooling Equipment Capacity from the applicable Commission certified appliance directory. Note: location elevations over 2,000 ft above sea level require a de rating of output capacity (refer to manufacturer's literature). Substitute EER for EvapDirect: Direct evaporative cooling system. For compliance calculation p_ur(loses, fixed values: SEER = 11.0; duct location = attic; duct insulation R-value = 4.2 Evaplndirect: Indirect evaporative cooling system. For compliance calculation purposes, fixed values: SEER= 13.0; duct location= attic; duct insulation R-value = 4.2 *Refer to California Energy Commission (CEC) publication Appliance. Efficiency Regulations, P400-92-029 lenergyP~ 2.0 By EhergySo1t User Number:2314 Job Number. PCD #: 99233 Page:17 of 23 : INSTALLATION CERTIFICATE . (Part 6 of 7) CF-6R Site Address Permit Number Th'e following is an explanation of many of the input values required on this form: WATER HEATING SYSTEMS Distribution Systems: Refer to Residential Manual for more details. Pi e Insulation: Recirc/Demand: Recirculation loo with demand control Water Heater Type Information Needed Storage Gas, Oil or Electric Heat Pump Energy Factor Yes Yes No Recovery Efficiency No No Yes Standby Loss No No No Rated Input No No No Instantaneous ,Gas Instantaneous Electric Large Storage Gas Indirect Gas (Boiler) Yes No No No Yes Yes (AFUE) No Yes No No Yes Yes FENESTRATION I GLAZING Fenestration: Windows, 91iding glass doors, french doors, skylights, garden windows, and any door with more than one square foot of glass _ Operator Tvpe; Slider, hinoed, fixed U-Value: Installed U-Value must be less than or equal to value from CF-1 R OR Installed weighted average U-Value for the total fenestration area is less than or eaual to value from CF-1R SHGC: lnsalled SHGC must be less than or equal to value from CF-1 R OR frlstalled SHGC for the total fenestration area is less than or equal to value rom CF-1 R OR An interior shading device, overhang, or exterior shading device is installed consistent with the CF-1 R Shading Device: Include when the building comJclied using an interior shading device: blinds, opaque roller shades, blinds ( o not list araperies), an exterior shading device: woven sunscreen, louvered sunscreen, low sun angle sunscreen, roll-down awnin~, roll-down blindes or slats (do not list bug screen), or an overhang (inclu e depth in feet !EnergyPro 2.0 By EnergySoft User Number:2314 Job Number: PCO #: 99233 Pa9e:18 of 23 INSTAL.LATION CERTIFICATE (Part 7 of 7) CF-6R Site Address Permit Number The following is an explanation of many of the input values required on the Diagnostic portion of this form (page 3 of6): TYPE OF CREDIT Refer to R~sidential Manual Chapters 4 and 5 for more details: Reduced Duct Surface Calculated as the outside area of the duct. Areas must be measured and Area: verified by HERS rater. Improved Duct Location: Supply duct located in other than attic,. as verified by location of registers (does not require HERS rater verification). Catastrophic Leakage: Pressure pan test reading must be less than 1.5 Pascal at a house pressure of25 Pascal. iXV: · Access cover required to facilitate verification. Infiltration Reduction: Infiltration is measured without mechanical ventilation operating. Mechanical ventilation is re~uired for very tight house construction when credits for infiltration reduction using diainostic testing are ben~ used for achieving compliance. Jhese very tight oused are defined as t ose with SLA of less than 1.5. The compliance documentation (CF-1 R~ will contain the measured CFM target value from a blower door test at 50 ascal pressure difference that represents this SLA of 1.5. Mechanical ventilation 1s also required if the builder chooses to design the buildini to use mechanical ventilation and claims a credit for infiltration be ow an SLA of 3.0. The com~liance documentation (CF-1 R) will contain the measured CFM target va ue that represents this 3.0 SI.A If the builder claims credit in a desi~n for infiltration reduciton that is at an SLA of 3.0 or hi~her, and the actua measured SLA is 1.5 or greater, then mechanical ven ilat1on is not required. If the SLA in this case were below 1.5, then mitigation (such as mechanical ventilation) would be required. !aiergy Pro 2 .0 . By Blergy Soft User Number:2314 Job, Number: PCD #: 99233 Page:19 of 23 ~VAC SYSTEM HEATING AND COOLING LOADS SUMMARY PROJECT NAME DATE MSK Development,Seaview-Plan A Custom Residence 11/26/1999 SYSTEM NAME FLOOR AREA Svs.1 2,621 ENGINEERING CHECKS SYSTEM LOAD '!Number of Svstems I 11 COIL COOLING PEAK COIL HTG. PEAK Heatinq Svstem CFM Sensibl~ Latent CFM Sensible Output per System 100,000 Total Room Loads 1,170 42,446 4 004 623 43,451 Total Output (Btuh) . 100,000 Return Vented Lighting 0 Output (Btuh/sqlt) 38.2 Return Air Ducts 2,122 2,173 Coolinq Svstem Return Fan 0 0 Output per System 60,000 Ventilation 118 1,426 2,995 118 4,383 Total Output (Btuh) 60,000 Supply Fan 0 0 Total Output (Tons) 5.0 Supply Air Ducts 2,122 2,173 Total Output (Btuh/sqtt) 22.9 TOTAL SYSTEM LOAD I 48,1171 6,9981 I 52,1841 Total Outp\,lt (sqttlTon) 524.2 AirS-ustem M\/Af' FnlllPMFNT C.FI FCTlnN CFM per System 1,315 ~ Airflow (cf m) 1,315 RHEEM RGPH-12NARMRIRAKA060 53,362 0 Airflow (ofm/sqlt) 0.50 Airflow (ofmlTon_) 233.0 Total Adjusted System Output I 53,3621 ol I 100,oool Outside Air(%) 9.0 (Adjusted for Peak Design Conditions) Outside Air (cfm/sqlt) 0.05 TIME OF SYSTEM PEAK I ,Bug 21,lm I I Jm 12 eml Note: values above given at ARI conditions EATING SYSTEM PSYCHROMETRICS (Airstream Temneratures at Time of Heatina Pea kl 34.0 °F 65.4°F 65.4°F 135.9°F Supply Air Ducts Outside Air 118cfm 13'1-.4°F Supply Fan Heating Coil I ROOMS! 1315cfm sa.sCJe 70.0°F Return Air Ducts ::OOLING SYSTEM PSYCHROMETRICS fAirstream Temneratures at Time of Coolina Peakl 86.7167.6 OF 76.5 /56B°F 76.5/56.8°F 38.9 /37 .3 °F Supply Air Ducts Outside Air 118 cfm SupplyFa.n Cooling Coil 40.4 /38.1 °F 1315 cfm 27.4% R.H. I ROOMS! 75.5155.6 QF 74.0 /550 °F Return Air Ducts B'lergy Pro 2 .0 By B'lergy Soft User Number:2314 Job Number: PCD #: 99233 Page :20 ot 23 : ~VAC. SYSTEM HEATING AND COO~ING LOADS SUMMA.RY PROJECT NAME DATE MSK Develooment,Seaview-Plan A Custom Residence 11/26/1999 SYSTEM NAME FLOOR AREA Svs.2 1,616 l=NGINEERING CHECKS SYSTEM LOAD Number of SV!i:tems _1 COIL COOLING PEAK COIL HTG. PEAK · Heatinq S'UStem CFM Sensibl~ Latent CFM Sensible Output.per System 80,000 Total Room Loads 830 23,102 2468 645 24,135 Total Output (Btuh) 80,000 Return Vented Lighting 0 Output ( Btuh/sqlt) 49.5 Return Air Ducts 1,155 1,2fJl . Cooling S'UStem Return Fan 0 0 Output per System 60,000 Ventilation 73 955 1,1331 73 2,782 ' Total Output (Btuh) 60,000 Supply Fan 0 0 Total Output (Tons) 5.0 Supply Air Ducts 1,155 1,207 Total Output (Btuh/sqlt) 37.1 TOTAL SYSTEM LOAD I 26,3571 3,6011 I 29,3321 Total Output (sqlt/Ton) 323.2 Air SV!i:tem HVAC HllJiPMFNT "Fl FCTlf'IN CFM per Sysle_m 2,000 ~ Airflow (cfm) 2,000 RHEEM RGPH-1 ONBRMRIRAKA060 55,190 0 Airflow (cfm/sqlt) 1.24 Airflow (cfm/Ton) 400.0 Total Adjusted System Output I ss11Sol al I so.cool Outside Air(¼) 3.6 (Aljusted for Peak Design Conditions) Outside Air (clm/sqlt} 0.05 TIME OF SYSTEM PEAK I ,llJJg 2gml I Jen 12 ml Note: values above oiven :at ARI conditions EATING SYSTEM PSYCHROMETRiCS (Airstream Temoeratures at Time of Heatina Peak\ 34.0 OF 68.2°F 83.2°F 1os.2Cy Supply Air Ducts Outside Air 73c1m 104.7°F Supply Fan Huting Coil 2000cfm I ROOMS I 69.4 9=' 7o.o°F Return Air Ducts '"'OOLING SYSTEM PSYCHROMETRICS (Airstream Temneratures at Time ofCoolina Peak\ 86.7 / 67.6 OF 7_5.0 /590 6F 75 .0 / 59.0 Cy 49.4 / 48.0 Cy Supply Air Ducts Outside Air 73c1m Supply Far\ Cooling Coil 49.9 /482 °F 2000 cfm 33.7% R.H. I ROOMS! 74.5158.7 OF 74.0 /585 °F Return Air Ducts Energy Pro 2 .O By EnelllY Soft User Number:2314 Job Number: PCD #: 99233 Page :21 of 23 ! I ROOM LOAD SUMMARY PROJECT NAME DATE MSK Development.Seaview-Plan A Custom Residence 11/26/1999 SYSTEM NAME FLOORAREA svs.1 2,621 11:1nnM I ntm SIIMMARV ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK ZONE NAME ROOM NAME Mult. CFM SENSIBLE -LATENT CFM SENSIBLE LATENT CFM SENSIBLE Zone 1 -1st Floor -1st Floor -Klt,Fam,Din,Liv,MB 1 1170 42446 4004 1170 42446 4 004 626 43451 PAGE TOTAL I 1,1701 42,4461 4,0041 s26I 43,4511 TOTAL I 1,110! 42.4461 4.0041 s26I 4314511 Energy Pro 2 .0 By Energy Soft User Number:2314 Job Number: PCD#: 99233 Page :22 of 23 • . IROOM LOAD SUMMARY PROJECT NAME DATE MSK Development,Seaview-Plan A Custom Residence 11/26/1999 !SYSTEM NAME FLOORAREA svs. 2 1,616 IRnnM I nlm SIIMMARV ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK ZONE NAME ROOM NAME vtult. CFM SENSIBLE LATENT CFM SENSIBLE LATENT CFM SENSIBLE Zone 2 -2nd Floor 2nd Floor -Off, Loft, Bed 2,3, 1 890 23102 2468 000 23102 2468 645 24136 PAGE TOTAL I asol 23,102 I 2,4681 6451 24,1361 TOTAL I asol 23,102 I 2,4681 6451 24,1361 _ BlergyPro 2.0 By BlergySo1t User Number:2314 Job Number: PCD #: 99233 Page :23 of 23 . TITLE 24 REPORT Project Designer: Lawrence Pepper Architects P .0. Box 9593 Rancho Santa Fe, CA 92067 619.756.5817 Report Prepared By: Brian Bannock PACIFIC COAST DESIGNS 1611 So. Rancho Santa Fe Rd., Suite F2 SAN MARCOS, CA 92069-5157 (760) 4 71-9000 Job Number: PCD#: 99233 Date: 11/27/1999 The EnergyPro computer program has been used°to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 1998 Building Energy Efficiency Standards. This program developed by Gabel Dodd/EnergySoft, LLC (415) 883-5900. EnergyPro 2.0 By EnergySoft Job Number: PCO #: 99233 User Number:2314 Cover Page Table of Contents TABLE OF CONTENTS Form CF-1 R Certificate of Compliance Form MF-1 R Mandatory Measures Checklist Form C-2R Computer Method Summary Form CF-SR Installation Certificate HVAC System Heating and Cooling Loads Summary Room Load Summary Energy Pro 2 .o By energy Soft Job Number, P CD #: 99233 1 2 3 6 7 12 19 21 User Number:2314 Certificate of Compliance: Residential (Part 1 of 2) CF-1R MSK Development.SeavieW-Plan B Custom Residence 11/27/1999 Project Title ·· Seavi ew Way Carlsbad Project Address PACIFIC COAST DESIGNS Documentation Author Computer Performance (760} 471-9000 Telephone 7 Date Building Permit # Plan Check I Date Field Check I Date Compliance.Method (Package or Computer) Climate Zone Enforcement Agency Ose Only GENERAL INFORMATION Total Conditioned Floor Area: Total Conditioned Slab Area: Building Type: (check one or more) [ill Single Family Detached (SFD) D Single Family Attached (SFA) D Multi-Family 4,355ft2 2,200 fl2 D Addition Alone D Existing Building D Existing Plus Addition Front Orientation: All Four Orientations Floor Construction Type: [x] Slab Floor Number of Dwelling Units: 1 00 Number of Stories: 2 !RI Raised Floor BUILDING SHELL INSULATION Frame Const. Location/Comments Component T~E!e T~ee Assembly U-Value (attic, garage, typical, etc.) B:-:30 Bcct(B 30 2is:1216) ~ _Q.Q35. Eis:tetbt Beet R-13Wal M!.13.2x4.16) Wocd O.Offi Exterior Wall Solid Wood Door . Wocd ~ Exterior Door R13Wall/Unc Wocd 0.085 Exterior Wall Tiled Slab ~ 0.7$ EX(;!osed Slab w/R-0.0 Perimeter Insulation Slab On Grade ~ 0.7$ Covered Slab w/R-0.0 Perimeter Insulation R19 Floor ov/ Unc Gar Wocd _Q_,Q1§. Exterior Floor I Over O1:1en s1:1ace -------- FENESTRATION Sh d' a ma Devices Type Orientation Area Labeled Fenestration Interior Exterior Overhang . (SF) U-Value SHGC (roller blind etc.) (shadescreen etc.) Yes/ No Bight ~ --,-0..SZ _o_.zz. Otar:ieti,:: Elug Screea D Iii Frgnt ~ _Ml -11lL Drar;ierl£ Bug Screen D ~ Erect -1220. _Q.60 _o.zz_ Orar:ieri,:: Elug Screea D Iii Lett 104.8 ~ JlL. Drai;ierl£ Bug Screen D ~ Rear 277.0 ___Q,fil) 0.77 Dra1,1er.l£ Bug Screen D ~ B:ei.:--2il _il.55 _JUL Orar:ietlo! . ElugScreea D Ii] Right 165.0 ~ 0.77 Drai;ier:r: Bug.Screen D 1K] Right 54.0 ____MZ -11lL DraE;!er:r: Bug Screen D 0 Right _..llil.. ~ JlL. DraE;!er:r: .Bug Screen D 1K] ----D D ----D D ---·-·-D D Dnn . . . TimP• 141?£/QQ ni::,">'bA"> o .. ~r~ .. ~· Ene..,,, Pro 2 .0 Bv EnemvSoft User Number:2314 Job Number:·PCD #: 99233 Side Fins Yes/ No D Ii:! D lli] D Ii:! D [Kl D [Kl D Ii] D [Kl D lli] D [Kl D D D D D D P.aae:3 of 22 Certificate of Compliance: Residential (Part 2 of 2) CF-1R MSK DevelopmentSeavieW-Plan B Custom Residence 11/27/1999 Project Title Date HVAC SYSTEMS Heating Equipment Type (furnace, heat pump, etc.) Note: Input Hydronic or Combined Hydronic data under Water Heating Systems, except Design Heating Load. M . . Distribution · · m1mum Type and Duct or Efficiency Location Piping Thermostat Location / (AFUE/HSPF) (ducts, attic, etc.) R-Vafue Type Comments Ceo!ral furnace . 81 % AFUE Dr icts lo Attic _4,._2"--__ s ... et ... b .... a .... c .... lc __ .;:i;Sy~s.._1.a....._ ______ _ CeRlral F• 1rnace 81 % Afl IE Dr 1ds io Attic _.,_4 2~ __ s .... et ... b ..... a .... c .... k __ ...,S.,,..ys.._.._2 _______ _ Cooling Equipment Minimum Duct Type (air conditioner, Efficiency Location Duct Thermostat Location/ heat pump, evap. cooling) (SEER) (attic, etc.) R-Value Type Comments Sr;i!I ~ii'. Ccodiicoar :IOOSEER Duds io Attic 42 Setback Sys 1 Spll C.ic Cccdliccec 10 0 SEE!it Ducts iA Attic 42 Setback Sys 2 WATER HEATING SYSTEMS Rated 1 Tank Energy Fact~ 1 Water Heater Water Heater Distribution #in lnftut Cap. or Recovery Standbl System Name Tyee T}'.ee Syst. 8 u/hr (gal} Efficiency Loss (0 o} 19HEEM 44Y40-1 Srn11UGes 2.,__ 40000 ' 39 063 o/o 1 For small gas storage (rated inputs ot less than or equal to 75,000 Btu/hr), electric resistance and heat pump water heaters, list energy factor. For large gas storage water heaters (rated input of greaterthan 75,000 Btu/hr), list Rated Input, Recovery Efficiency and Standby Loss. For instantaneous gas water heaters, list Rated Input and Recovery Efficiency. REMARKS ale is·based on: 4,35 S Custom Hom·e, 2 story. 1=2200, 2=2155 HIS TITLE 24 ENERGY ANALYSIS IS FOR DESIGN & BID PURPOSES NLY. FINAL SPECFICATION & LIABILITY OF EQUIPMENT & COMPLIANCE STATEMENT External Tanklnsul. R-Value eta This certificate of compliance lists th~ building features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations, and th~ administrative regulations to implement them. This certificate has been signed by the individual with overall design responsiblity. V\ihen this certificate of compliance is submitted for a single bulding plan to be built h multiple orientations, any shading feature that is varied is indicated in the Special Features/Remarks section. Designer or Owner (per Business & Professions Code) Documentation Author Name: ----------------------Name: .... e ... r;a .... o..,ea ...... o ... oc ... c..,.k ___________ _ Title/Firm: Lawrence Pepper Arcnitects Title/Firm: .... P .... AC ... I .... EI-G .... C ... Q=A"""S .... T ... D..,ES ... IG.,.N=s.._ _______ _ Address: e o Box 9593 Address: 1 s11 so Rancho Santa Fe Rd , Sutte F2 Rancho Santa Fe, CA 92007 SAN MARCOS, CA 92069-5157 Telephone: 619.756.5817 Telephone: .._(Zu.6...,Q),._,4,..._7-"1-""S""'oo .... o._ _________ _ Lie.#. (signature) Enforcement Agency Name: (date) · Title/Firm: ------------------- Address: Telephone: _________________ _ Energy Pro 2 .0 . By Energy Soft User Number:2314 (signature) (date) date Job Number: PCD #: 99233 Page:4ot 22 Certificate of CompUance: Residential (Addendum) CF-1R MSK Development,SeavieW-Plan 8 Custom Residence 11/27/1999 Project Title Date Special Features and Modeling Assumptions The local enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification to be used with the performance appn;,ach. The local enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise comolies based on the adequacy ofttie special justification and documentation submitted. Plan Field HIGH MASS Deslgn(see C-2R) -Verify Thermal Mass: 66 sqtt Masonry Veneer lrterior Mass, 2.00" thick at 1st Floor - 11i\bl=t1rv!ASS .. D~sian(see C-2R) -Verifv Thermal Mass: 972 saft Excosed Slab Floor 5.50" thick at 1st Floor· Liv Din Kit Fam 84 HIGH MASS Deslanfsee C-2R) • Verlfv Thermal Mass: 1228 saft Covered Slab Floor 4.00" thick at 1st Floor -Liv Din Kit Fam 84 HIGH MASS Design(see C-2R). Verify Thermal Mass: 227 sqft Tile in Mortar Interior Mass, 1.50" thick at 2nd Floor -Off, B2-3, MBe cl H.19H MASS Design(se!:l 9-2R). Verify Thermal Mass: 49 sqtt Masonry Veneer lrterior Mass, 2.00" thick at 2nd Floor -Off, 82-3, .. ···--- HERS Required Verification These features must be confirmed and/or tested by a certified HERS rater under the supervision of a CEC approved HERS provider. The HERS rater must document the field verification and diagnostic testing of these measures on a form f'IJ'NI, Field Run Initiation Time: 11126/99 05:23:42 Run Code: 943622622 Energy Pro 2 .0 By Blergy Soft User Nurnber:2314 Job Number: PCD #: 99233 Page:5 of 22 Mandatory Measures Checklist: Residential MF-1R NOTE: Lowrise residential buildings subject to the standards must contain these measures regardless of the compliance approach u Items marked with an asterisk (") may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist Is incorporated into the permit documents, the features noted shall be considered by all parti as binding minimum component specifications. DESCRIPTION Instructions: Check or Initial.applicable boxes or enter NIA if not applicable. Building Envelope Measures X •l150(a): Mnlm11n R-1Q celling Insulation In wood frame assembly, or equivalent U-value. :==' ::;::;: I 150(b): Loose fill insulation manufact1rer's labeled R-value. X *I 150(0): Mnim11n R-13 wall insulation in framed walls or equivalent U-value. = ,X *I 150(d): Mnim11n R-13 raised floor insulation in wood fram.ed floors. D 1150(1): Slab edge Insulation • water absorption rate < 0.3"· water vapor transmission rate < 2.0 permllnch. IE] It 18: Insulation specl1led or Installed meets quality standards. Indicate type and torm. KJ 1116-17: Fenestration Products, &:terior Doors and lntiltrationl&:filtration Controls 1. Manufactured fenestration products labeled with certified U-value, SHGC, and infiltration certification. _ 2. &:terior doors and windows weatherstripped: all joints and penllt(alions caulk1d and sealed. = I 150(g): 'wpor barriers mandatory in Cimate Z.Ones 14 and 16only. 1150(1): Special infiltration barrier installed to comply with Section 151 metts Commission quality standards. =x . l150(e): Installation of Fireplaces, Decorative Gas .Appliances and Gas Logs • ..,._ 1. Masonry and factory-built fireplaces have closable doors, outside air intake with damper and control, and 11ue damper and control: 2. No continuous burning gas pilcts allowed for fireplaces, decorative gas appliances and gas logs. Space Conditioning, water Heating and Plumbing System Measures IR] I 110-13 :' HVAC equipment, water heaters, showerheads and fauoets certified by the Commission. lKJ I 150(h): Heating and/or cooing loads calculated in accordance 11ith ASHRAc, $MA.CNAor /!£CA !xJ l150Q): Setback thermostat on all applicable heating and/or cooling systems. !xJ I 150(i): Pipe and Tank Insulation 1. Storage gas water heaters with less than O .58 energy factor shall be externally wrapped with R-12. 2. Back-up tanks for solar system, unfired storage tanks. or other indirect hot water tanks have R-12 external insulation or R-6 combined internal/external. insulation, piping between he,!t source and tank insulated. 3 .Insulation on the first 5' of pipes closest to .water heater tank. non-recirculating sy,stems (R-4 or greater). buried or exposed piping in recirculating sections of hot water systems, cooling system piping below 55 deg F. IRJ*l150(m): Ducts and Fans 1. Ducts oon:s:truoted, installed and sealed to oomply with ourrent UMC Seotions.601 & 603; insulated to a minimum R-4.2" or enclosed entirely within conditioned space. Connections of metal ducts and inner core of flex ducts mechanically fastened. ·Openings sealed with mastic, tape, aerosol sealant or other duct closure system that meets the applicable UL 181. Openings greater than 1/4 inch sealed with a combination of mastic and either mesh or tape. Insulated flexible duct is marked with R- value every 3 feet. 2.Factory-fabrioated duct and closure system Qncluding collars, connections and splices) comply with UL 181; pressure- sensitive tapes, heat-activated tapes, and mastics comply with UL 181. 3. Field-fabricated Duct Systems. a. Factory-made rigid fiberglass and flexible ducts comply with UL 181, press1re-sensitive tapes, mastics, aerosol sealants, r other closure systems meet the applicable requirements of UL 181, UL 181Aor UL 1819. b. Mastic sealants, mesh, and pressure-sensitive tapes comply with applicable UL 181. Mesh and.mastic non-toxic.water resi:s:tant·and rat1d for 1xterior use. c. Drawbands used with flexible ducts shall be either stainless-steel worm-drive hose clamps or U\tresistant nylon duct ties; have a minimum .tensile strength rating of 150 pounds. tightened with adjustable tensioning tool. d. Aerosol-sealants meet applicable UL 181 requirments, appied per manufacturer specifications, and any tapes or mastics used in combination meet UL 181. 4. ·&:haust fan systems have back draft or automatic dampers. 5. Gravity ventilating systems have either :automatic or readily accessible, manually operated dampers. ::::J I 114: Pool and Spa Heating Systems 111d equipment 1. Certified with 784' thermal efficiency. on-off switch, weatherproof instructions, no pilot or electric resistance heating. 2. System is installed with at least 36" of pipe between filter and heater, cover for outdoor pools or spas. 3. Pool system has directional inlets and a circulation pump time switch. lKJ 1115: Cintra! Fumaoes, pool heaters, spa h1at1rs or housthold cook~g appliances havt no con~ant pilot light. Lighting Measures R] I 150(1<): 40 lumenslwatt or greater for general lighting in kitchens arid rooms with tubs or showers (alternative: in laundry. garage. etc. with all outdoor fighting mounted to the building 40 lumens/Watt or equipped with motion sensor): and recessed incandescent ceiling fixtures are IC Qnsulation cover) approved·. BlergyPro 2.0 By BlergySoft User Numbe.r:2314 . Job Numbl!r: PCD #: 99233 DESIGNER ENFORCEMENl Page:6 of 22 I _Computer Method Summary MSK Development.Seaview-Plan B Custom Residence Project Title . Seaview Way Carlsbad Project Address PACIFIC COAST DESIGNS Documentation Author ~o~~/?.~~~rfJn~~~W.~~-~~ m-computer) Space Heating Space Cooling Domestic Hot Water Totals. (Part 1 of 3) 11/27/1999 Date Building Permit # (760) 471-9000 Telephone Plan CheckAJate 7 c1mitezone Field checkAJite This C-2R summarizes the results of a four cardinal orientation analysis. The pages that follow describe the front facing North occurence. This plan has been analyzed with Identical features in all orientations: GENERAL INFORMATION Conditioned Fioor Area: 4,355 Building Type: Single Fam Detached Building Front Orientation: All Four Orientations Number of Dwelling Units: 1.00 Number of Stories: 2 Floor Construction Type: [x] Slab Floor !Kl Raised Floor Total Conditioned Volume: 39,195 Slab Floor Area: 2,200 C-2R BUILDING ZONE INFORMATION # of Thermostat Vent Zone Name Floor Area Volume Units svs 1 S~s 2 OPAQUE SURFACES Act. T e Area U-Val. Azm. Tilt Bao1_ 360 0035 ~__n, 0 088 ~ ---9J- O '387 ----3t5. ---9l. 0088---45.--31. 0 085 _ __n, __!D_ 0387 __n,__m, D085 --90.--3l. 0 088 __n_ __!D_ Q 088 --8D. __!D_ Q 088 --1.Bll. __!D_ 0 387 --1.Bll. -----91. Q 088 --2ZJl. --3l. 0 048 ---0. --48l. 0 035 __n_ __n, 0 Oft! __n_ --91. D088 _.m.__m, Q 088 ----1,80.. --9J. DOBB _2ZQ.__!D_ wau:,_ 90 .Dool:.-48 wau:,_ 82 wau:,_ 2Jil ,Daoi:..,_ 2j wan:,_ 59 wau:,_ '34 .llValL--355 wau:,_ 5:13 ,Daoi:..,_ 24 .llValL-358 .l:lool:-335 ~ 2155 I .llValL-'180 wau:,_ 498 .\Atall-368 .llValL-422 ---------------------------------------------------------------------------- 2 ?m I :1880D I ...a.sL 2,155 19,395 -0.49- Solar Gains Y/N Form 3 Reference R 30 Roo~R 30 2x12 16) R 13)01-11 QN132x416~ Solid Wood Door R-:13 Wall ON 13 2:¢ :16~ R13Well (I b:ic Solid Wood Door R13Wafl tiloc R~:13Wsli QN132:t418) R-13Walf QN132X416) R19 Floor ovt Hoc Gar R-3D RootCR 30 2x:l 2 16) R 131Nall llt\1132x416~ R 13Wall llN132x416~ R-:13Walf QN13 2¥4 :16) R-:13Wsll QN:13 2x416~ ZoneT~ee T~ee Hgt. Coodltiooed Setback __:,__B Coi:icl~ioi:ied Setback --8 Location / Comments Zone 1 1st Floor Zone 1 1st Floor Zone 1 1st Floor Zone 1 -:I st floor Zone 1 1st Floor Zor:ie 1 1st Floor Zone 1 -1st floor Zone 1 -1st floor Zooe 1 -1 sf floor Zoi:ie 1 1st Floor Zor:ie 1 1 lit Floor Zone 1 -:I st floor Zor:ie 2 2nd Floor Zooe 2 -2od floor Zom, 2 2nd Floor Zoi:ie 2 2i:id Floor Zone 2 -2od floor Zooe 2 -2od floor Area _.oJa _+iJa Energy Pro 2 .0 By Energy Soft User Number:2314 Job Number: PC D #: 99233 Page:7 of 22 Computer Method Summary (Part 2 of 3) C-2R MSK Development,Seaview-Plan B Custom Residence Project Title FENESTRATION SURFACES U-Value # Type Area .1-'l"~Rdow Right ~~lor:tf:lifllest) --42..0---0.sio. 2-. Wndow front (North) --22.5.. ..Jl.5ZO.. .a.. Wndow front (North) --1.a.O.. _orn ..L Wndow Front {North) ---1§.Q. 0.600 1L V\!Jndow Front (North) --3B.ll. .-1lMO. .s_ V\!Jndow I eft (Fast) -1S..a. .-1lMO. L Wodow I eft (Fast) ~ .-1lMO. . .§._ Wndow Left {Fast) _il.Q_ 0.600 .9-. 1/1/lndow Rear (South) --36..0. _o.aoa_ 40. V\!Jndow Rear c;outh) --11lO. -Arn .11. Wndow Rear c;o, lfh) ;,,.__15_0_ .-1lMO. 12 Wndow Reor (South) _j.5.Q_ _orn .13 Wndow Rear c:;01 lfh) -1S..a. .-1lMO. il 1/1/Jndow Reor (South) ~ _orn .15 Wndow Rear (South) -21.0.. _o.aoa_ .1fl Wndow Rear (Soufh) --2!.ll. -'l.550.. .1Z wtt,dow Right -West) __30..0.. __il.fillll. 16. Wndow Right QNest) _JLll_ ..Jl.5ZO.. .ill wtndow Right QNest) --35..Q.. _orn .20. Wndow Right --QNest) ---10.5.. ..Jl.5ZO.. .21 Wndow Right (West) ---1§.Q. 0.570 22 V\!Jndow Right (West) -.:.AB.ll JlSSll. 23. Wndow Front {North) ~ _QfilQ. .2! \I\IJQdow front (North) -20.ll. _om .25. wtndow front (North) __aa.. ..Jl.5ZO.. .2a 1/1/Jndow Front (North) ._jM _om 27 Wndow Front (North) 15.0 0.600 28 Wndow Left (East) 12.5 · 0.600 29 Wndow Left (East) 12.5 0.600 SHGC 077 077 077 0.77 ozz ozz 077 0.77 077 ozz ozz 077 ozz 077 077 077 077 077 077 077 0.77 Act. Azm. Tilt Date Glazing Type --31-5---90 Do• Ible Clear Deta• 1lt(alN~ __o_ __s.u Double Clear Qefautt(RV'-0 __o_ __s.u Double Clear Qefautt(RY\O __ o _ _Jill Double Clear Default(R\11,Q _n.. --911 DOI 1ble Cleat Deta111t(R'tAQ ..._..9£l.. --911 DOI 1ble Cleac Detar •lt(RJAQ _..so.. --911 Double CleatDetault(R'tAQ _Jill.. _Jill Double Clear Default(R\11,Q --160.. __s.u Double Clear Qefautt(RV'-0 _.1BD.. ---90 Dmble Clei,r Detault(R'tAQ _.1BD.. --911 Double Cleat Oefault(R'tAQ --160.. __s.u Double c1e11CPetoutt(RV'-O _.1BD.. --9fr Do• 1ble Clear Deta1 llf(RVII) --16Q._ _ __s.u Double Cleor. Pefoutt(RY'£) --160.. .....;...90. Double Clear Defautt(RV'-0 --16Q._ __Sil Double Clear Deteutt(RY'£) __2lQ.. __s.u Double Clear Qetautt(RV'-0 _zz:o... __ap Double c1ear Detautt(RV'-0 __2lQ.. --9P Double Clear Detautt(RV'-0 _zz:o... --9P Double Clear Qetautt(RV'-0 -----2ZQ._ _Jill Double Clear Default(RIM _ _._..n..,_z .... z ~ --9f1 Do11ble Clear Deta111t(R'tAQ --=0-:.:..7.,_7 __ o _ _fill, Double Clear·Default(RIM 077 077 077 0.77 0.77 0.77 __o_ --9P Double Clear Detautt(RY'£1 ____,;._JJ.. _..fill Double Clear Pefautt(R\IID __o_ _..fill Double Clear Qetautt(RV'-0 __ o _ _j1q Double Clear Default(RVV) _J!Q_ __§Q_ Double Clear Default(RVV) _Jill.. _Jill Double Clear Default(RIM 11/27/1999 Location/ Comments Zone 1 1st Floor Zone 1 - 1 st floor Zone 1 -1st floor Zone 1 -1st Floor Zone 1 -1st floor Zooe 1 -1st Elooc Zone 1 -1st floor Zone 1 -1st Floor Zone 1 -1st floor Zone 1 -1st floor Zone 1 -1st floor Zone 1 -1st floor Zone 1 -1st floor Zone 1 -1st floor Zone 1 -1st floor Zone 1 -1st floor Zone 1 -1st floor zone 1 -1 st floor Zone 1 -1st floor zone 1 -1st floor Zone 1 -1st Floor Zone 1 -1st floor Zone 2 -2nd Floor zone 2 -2nd floor Zone 2 -2nd Floor Zone 2 -2nd floor Zone 2 -2nd Floor Zone 2 -2nd Floor Zone 2 -2nd Floor INTERIOR AND EXTERIOR SHADING Window Overhang I eft fin Right fin # Interior Shade Type SHGC Exterior Shade Tyge SHGC Hgt Wd. Len. Hgt. LExt. RExt. Dist. Len. Hgt. Dist. Len. Hgt. j_ Drapery 0.68 B::;u ... g.._S""'c .... r_..e..,en...______ 0.76 ___________________ _ 1-. Drapery __lll§Bug Screen 0.76 _ _ . _____________ _ L Drapery ~Bug Screen 0.75 ____________________ _ ..L Drapery _ilBl Bug Screen ...o.zli _______________________ _ .s._ Drapery _il.ffl Bug Screen ....Q.76... __ __ · _______________ _ L~ _il.ffl~~ ...o.zli _______________________ _ L~ _ilBlb~ ...o.zli _______________________ _ .§... Drapery . 0.68 Bug Screen 0.76 _-__________________ _ .9-. Drapery ___o_.aa Bug Screen ...o.zli _______________________ _ 10. Drapery _ll.E8 Bug screen ....Q.76.. _______________________ _ 11 Drapery ~BugScreen . 0.76 ___ . . _______________ _ j1 Drapery 0.68 Bug Screen 0.76 ____________________ _ ll Drapery 0.68 Bug Screen 0.76 _______________________ _ .1i Drapery ~ Bug Screen 0.76 _______________________ _ § Drapery 0.68BugScreen 0.76 _______________________ _ .1.§. Drapery 0.68 Bug Screen 0.76 . 1I Drapery. 0.68 Bug Screen .....Q.1§_ __ __ . _______________ _ 18 Drapery "0.68Bug.Screen 0.76 _____ . ________________ _ j_g Drapery 0.68 Bug Screen 0.76 . ___________________ _ 20 Drapery -1Lll!;l Bug Screen _Q.z§_ _______________________ _ 11 Drapery __Q,ffi Bug Screen· _Q.z§_ . __ . _______________ _ ~~ ~~~ ~------------------------23 Drapery ~ Bua Screen .....Q.1§_ _______________________ _ ~ Drapery ~ Bug Screen ...Q.1li __ . ___________________ _ .25. Drapery ~ Bug Screen ....Q.76.. . ___________________ _ ~~ ~-~ _Q.z§_ ·---------------------~~ ~-~ .....Q.1§_ _______________________ _ 28 Drapery ~Bug Screen 0.76 _________________ · _ .29. Drapery _a.ea Bug Screen . ...Q.1li__ , ___________________ _ energy Pro 2 .0 By &iergy Soft User Number:2314 Job Number: PCD #: 09233 Page:8 of 22 Computer Method Summary (Part 2 of 3) C-2R MSK Development,Seaview-Plan B Custom Residence 11/27/1999 Project Title FENESTRATION SURFACES U-Value # Type .3Q \AGi:idoit.1 Lett .31. ~[ldQ!l!l Lett .:32 °ti.!lllclQ!l!l Lett .Jl Window Rear .3.i 'IA!lodolll! 8eac· .3S 'IA!lodaw eeat: .3S. ~od~lll! Rea~ ..az -nd:w Rea .aa ~[ldQ!l!l Bear .39. 'IA!lodaw 8e11t AO. \!llloda!a! Reat .41 'ti.!][ldQ!l!l Beot .42 'IA!lodow Bea_t ~ 'ti.!Jodo!l!l Bight M °ti.!lodo!l!l Bigbt AS ~Odil~ Bight AB. °ti.!lodo!l!l Bigbt AZ ~!m!l!l Bfgot AB. 'ti.!Jodo!l!l Bigot· ~ 'ti.!][ldQ!e,! Bigot Area (East~ --1.0.0.. (Eam) --2Q.Q. (Eam) --8..6.. (South) --1§.,Q_ ($01.Jtb) ---15Jl. (Sc11tb) --12.5.. ~~~~~ --12..5.. ~ (S0U!b) ---15.0. esoutb) ----15.0.. eso11tb) ----11-5.. (S0U!b) ---1S.O.. (Sa1db) ----15.0.. W.Cst) _.2SjJ_ ~st) _LS.. C,&'.c:.1:) ---15..Q. (ll!icst) ---1S.O.. M'.est) --1.S.Q. Q&'.flst) __aa_ Q&'.flst) _no_ ...o.soo.. .JlWl. ..D..60.ll. 0.600 _nsm -'1BllCl. ..!lBClO. _MOO, .JlWl. ..!lBClO. _nsm .JlWl. ..!lBClO. .Jl.6QQ. _a.szo.. ...o.acJl. ..:nm ...o.acJl. _a.szo.. ..D.60.ll. SHGC 077 077 077 0.77 ozz ozz ozz 0.77 otz ozz ozz 077 ozz 077 077 077 077 o iz 077 . 077 INTERIOR AND EXTERIOR SHADING # Interior Shade Type 30 Drapery .fil. Drapery 32 Drapery .Jl Drapery .M Drapery 35 Drapery 36 Drapery 37 Drapery .aa Drapery .3S. Drapery 40 Drapery ·.il Drapery 42 Drapery 43 Drapery 44 Drapery 45 Drapery .!§ Drapery 47 Drapery 48 Drapery 49 Drapery E'nergyPro 2.0 By l:nergySott SHGC Exterior.Shade Ty~e 0.68 Bua Screen · 0.68 Bua screen 0.68 Bua Screen ..JlB3 Bug Screeo ..JlB3 Bug Screen ..JlB3 Bug screen ..JlB3 Bug Screen 0.68 Bug Screen ...o.flf3 Bug Screeo ...o.flf3 Bqg Screeo ~ Bua Screen· 0.68 Bug Screen 0.68 Bug Screen ..JU§ Bua Screen O .68 Bua Screen 0.68 Bug Screen O .68 Bug Screen 0.68 Bug Screen ...Q.,fa Bua Screen _.Qg§ Bua Screen User Number:2314 Date Act. Glazing Type Azm. Tilt --90---90 Doi Ible Clear Oeta11tt(Rll\Q _.so.. __so. Di:iuble Clear Pefautt(R'.!AO _..9.Q_ _.so. Double Clear Defautt(RlOO _jfilL __.!!Q. Double Clear Detault(R\IV'J _18Q.. --90. D011ble C!eac Qeta111t(FMQ _18Q.. _.BO, Da11ble C!ear Defa111t(FMQ _18Q.. --90. Da11ble C!ear Defa111t(RW) __jfilL _.fill Double Clear Detault(RW) _iao... --9il Double Cleat Defautt(RlOO __jan_ --90. Da11ble: Cleat Def1111lt(FMQ _18Q.. --90. Double Clear Detault(FMQ _iao... __so. Double Clear Petoutt(R'.!AO _18Q.. --90. D011ble Cleac Defa11lt(FMQ _2ZQ.. __so. Di:iublc Clear Pefautt(R'.!AO _2ZQ.. _.so. Double Clear Detautt(R'.!AO _.22IL __so. Double Clear Defautt(R'.!AO _2ZQ.. _:._SO. Double Clear Default(fMO _2ZO.. __so. Double aear DetauttfRW) _2ZQ.. --9il Double Clear Default(RW) _2ZQ.. __so. Double c1ear Detautt(RY':£) Location/ Comments Zoi:ie 2 2ml Floor Zone 2 -2nd floor zooe 2 -20d floor Zone 2 • 2nd Floor Zooe.2 -2od f!aor Zooe 2 -2od floor Zaoe 2 -2od floor Zone 2 -2nd Floor zooe 2 -2od floor Zone 2 -2nd Floor Zooe 2 -2od floor zone 2 -2nd floor Zooe 2 -2od Floor Zone 2 -2nd floor zone 2 -7od floor Zone 2 -2nd floor Zone 2 -2nd floor ZQoe 2 -20d floor Zone 2 -7od flo0r zone 2 -20d floor Window Overhang I eft fin Right fin SHGC Hgt Wd. Len. Hgt. LExt. RExt. Dist. Len. Hgt. Dist. Len. Hgt. o~_. ----------0.76 . ·--. -------.0~------------_o.:za, ___________ _ _o..za. ---- - - - - - - -_o.:za, __ ----------_o.:za, ___________ _ Q76 -----------_o.:za, ___ ' --------_o..za ___________ _ o~_------------o~_ . ----------o~---. --------o~------------ 0~ ----------- 0~ -----------0~------------0.76 0.76_ . ----____ -- ~------- - ---- ----------. ------------.--· ------------------. ------------------------ Page:9 of 22 Computer Method Summary (Part 3 of 3) C-2R MSK Development,Seaview-Plan B Custom Residence 11/27/1999 Project Title · · Date THERMAL MASS FOR HIGH MASS DESIGN Area Thick. Type (sO Qn.) Heat Cap. Cond. Form 3 Reference Inside R-Val. Location Comments ... M ... as-o ... or+v .... Y~eo ..... e ... e-r ___ --65. Coocrete, Heavyweght --9Z2. Coocrete, Heavyweight .i,228. ..uii ... le .... fn....,M ... o..,.rta..,,r _____ -22Z ... M ... as ... o ... m+v .... Y .... eo ..... e ... er._____ ___§ PERIMETER LOSSES Type Slab Perimeter Slab Petlrneter .Length F2 Factor -0..62. ..... --------.1lll8. ....... _______ _ ..a.sa ....... _______ _ Jl.6Z. .... nt.._a _______ _ Jl.62. .... ot ... a ________ _ Insulation R-VaL Depth Location / Comments Zooe 1 ·-1st floor Zooe 1 -1 st floor Duct Thermostat HVAC SYSTEMS Heating Equipment Type (furnace, heat pump, etc.) Minimum Distribution Type Efficiency and Location . (AFUE/HSPF)(ducts/attic, etc.) R-Value Type Ceotcal E• a:oat:e Central Eu:oace Hydronic Piping System Name 81% AEI IE D11ds io Attic 81% AFUE Ducts io Attic Pipe Pipe lnsul. Length Diameter Thick. Cooling Equipment Type (air conditioner, heat pump, evap. cooling) Minimum Duct Efficiency Location (SEER) (attic, etc,) Spilt Air Coodltlooec . Setback setback Duct Thermostat R-Value Type Setback Zooe 1 -1 st floor l Interior Mass Zone 1 -1st floor t Slab on Grade Zooe 1 -1 st floor l Slab oo Grade Zone 2 -2nd Floor t Interior Mass Zone 2 -2nd Floor l laterfor Mass Location/ Comments Sys 2 Location/ Comments Spltt Air condttioner 10 OSEER D11dsio Attic 10 P SEER Ducts io Attic _ __...set.._b,..a ... c,._k ___ sy..,.s..__2 ________ _ WATER HEATING SYSTEMS Water Heater System Name RHEEM 44V40-1 Rated1 Water Heater Distribution Type Type #in lriput Syst. (Btu/hr) Tank Cap. (gal) Energy Fact~ 1 Tank lnsul. or Recovery Standby R-Value Efficiency Loss (%) Ext. smaHGas _________ --2.__ 40,000 __ _..3.._9 __ o ... s3..__ __ __._n ... ta.__ ota 1 For smal gas storage (rE!ted input<= 75000 Btu/hr), electric resistance and heat pump water heaters, list energy factor. For large gas storage water heaters (rated input> 75000 Btu/hr), list Rated Input, Recovery Efficiency and Standby Loss. For instantaneous gas waterheaters, list REied Input, and-Recovery Efficiency. REMARKS Run Initiation Time: 11/26/99 05:23:42 Run Code: 943622622 l:ne Pro 2 .0 B l:ne Soft User Number:2314 Job Number: PCD #: 99233 Pa e:10 of 22 Computer Method Summary (Addendum) C2-R MSK DevelopmentSeaview-Plan 8 Custom Residence 11/27/1999 Project Title · Date Special Features and Modeling Assumptions The local enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and doc~rhentation, and special,verifi~ation to be used. w~h the Pt:rformance approach. The local enforcement agency determines the adequacy of the justification, and may reJect a building or design that otherwise comn lies based on the adequacy of the special justification and documentation submitted. Plan Field HIGH MASS Desi!::!n(see C-2R) -Verify Thermal Mass: 66 sqft Masonry Veneer lrterior Mass, 2.00" thick at 1st Floor - HiGH1MA1Ms'"o~~i;n(see C-2R)-Verifv Thermal Mass: 972 saft Exoosed Slab Floor 5.50"thick at 1st Floor-Liv Din Kit Fam 84 HIGH MASS Deslan(see C-2R) -Verlfv Thermal Mass: 1228 satt Covered Slab Floor 4.00" thick at 1st Floor -Liv Din Kit Fam 84 HIGH MASS Deslgn(see C-2R) -Verify Thermal Mass, 227 sqft Tile in Mortar Interior Mass, 1.50" thick at 2nd Floor -Off, 82-3, M8e~ 1-1,l§H MASS Deslgn(see C-2R)-Verify Thermal Mass: 49 sqft Masonry Veneer lrterior Mass, 2.00" thick at 2nd Floor -Off, B2-3, m~w~ . HERS Required Verification These features must be confirmed and/or tested by a certified HERS rater under the supervision of a CEC approved HERS provider. The,HERS rater must document the field verification and diagnostic testing of these measures on a form r''Pllll'I Field Run Initiation Time: 11/26/99 05:23:42 Run Code: 943622622 Energy Pro 2.0 By EnergySo1t User Number:2314 Job Number: PCD #: 99233 Page:11 of 22 INSTALLATION CERTIFICATE. (Part 1 of 7) CF-6R Site Address Permit Number An installation certificate is required to be posted at the building site or made available for all appropriate inspections. (fhe information provided on this form is required; however, use of this form to provide the information is optional.) After completion of final inspection, a copy must be provided to the building department (upon request) and the building owner at occupancy, per Section 10-103(b). HVAC SYSTEMS: Heating Equipment EquiP,. Thype (pkg.~ CEC Certified Mfr~Name eat pumpJ & Model Numuer Cooling Equipment EqaiP.. CEC Certified Compressor Thype (pkg., Unit Mfr Name & eat pump Model Number . 1. >= reac:fs Greater Than.or Equal to. # of Efficiency1 Duct Duct or Identical (AFUE etc.) Location PiP.ing Systems [>= CF-1RValue](attic, etc.) R-\i'alue # of Efficiencyl Duct Identical (SEER etc.) Location Duct or Systems [>= CF-1R Value](attic, etc.) R-Value Heating Load (Btu/hr) Cooling Load (Btu/hr) Heating Capacify (Btu/hr) Cooling Capacify (Btu/hr) I, the undersigned, verify that equipment listed above my signature: (1) is the actual equipment installed; (2) is equivalent to or more eflicientthan that specified in the certificate of compliance (Form CF-1 R) submitted fdr compliance with the Energy Efficiency Standards for residential buildings; and (3) the equipment meets or exceeds the appropriate requirements for manufactured devices (from the Appliance Efficiency Regulations or Part 6), where applicable. Signature, pate Installing Subcontractor (Co. Name) OR General Contractor (Co. Name) OR O'N!'ler WATER HEATING SYSTEMS: CEC Certified Distribution lfRecir-# of Rated2 Tank Effi..2 2 Heater Mfr Name Type (Std, culation, Identical Input (kW Volume cienct Stand~:i( Type & Model Number Pomt-of-Use) Control Type Systems or BMhr) Gallons (EF, RE) Loss (%J External Insulation R-Value 2 For small gas storage (r.ated input of less than or equal to 75.000 Btu/hr), electric resistance_ and heat pump water heaters, list Energy Factor. For large gas storage water heaters(rated input of greater than 75,000 Btu/hr), list Recovery Efficiency, Standby Loss and Rated Input. For·lnstantaneous gas water heaters, list Recovery Efficiency and Rated Input. 3 R-12 external insulation is mandatory for staroage water heaters with an energy factor of less than 0.58. Faucets & Sho.wer Heads: All faucets & shower heads instalied are certified to the Commission, pursuant to Title 24, Part 6, Section 111. I, the undersigned; verify that equipment listed above my-signature: (1) is the actual equipment installed; (2) is equivalent to or more efficientthan that specified in the certificate of compliance (Form CF-1 R) submitted for compliance with the Energy Efficiency Standards for residential buildings; and (3) the equipment meets or exceeds the appropriate requirements for manufactured devices (from the Appliance Efficiency Regulations or Part 6), where applicable. 'Signature, Date COPY TO: Building Department HERS Provider (if applicable) Building Own~r at Occupancy !energy Pro 2 .0 ~Y Energy Soft . User Number: 2314 Installing s·ubcontractor (Co. Name) OR General Contractor (Co. Name) OR Owner Job Number: PCD #: 99233 Page:12 of 22 INSTALLATION CERTIFICATE Site Address FENESTRATION I GLAZING: Pr~a~~~V- (=<CF-1R Manufacturer/Brand Name value)2 GROUP LIKE PRODUCTS 1. -------- 2. ------- 3. -------- 4. --------5. ____ .;._ __ _ 6. ---------- 7. -------- 8. -------- 9. -------- 10. ------- 11. ----------- 12. -------13. ___ .......... __ ..._ 1.4. --"------- 15. ----------- Produ5t SHGC (=< CF-\R value) #of Panes (Part 2 of 7) CF-6R Permit Number Interior or . Exteror Shading Quant1tv. S_guare Device or Comments/ (Optional) Feet Overhang Special Features ---------- 1. uana:tuid Fuulrab prodn m 11e ua11u nan 11e prodtctlitlel. flel:ltlbrtnd'111u1ral:)1 proc11a1: ,ie 11e dl'Gl11tua11u 1l'an SeCl:l1 1160'/!le E1el!l'(Etll:)l!10fSla1dardf. 2. 11ilalled u-ua11e m 1itbe leu 1131 oreq 131 t> ua11u 'ftall c F-1 R. 11ilall!d SHGC 1mtbe leu 1131 or eq ,al bualtu 1ICXn c F-1 R, or a Jl3:l~g dlubl (h• rbr, en rbr orooe rl31!1) 11 l1Jtal~d ai: ipecll1edo111e c f-1 R. Alll natlle I(, IIJlall!d weg l~d aie 1-'Jt u-ua1m t>r 11e blal 'II m11atb1 area are l!u 1131 oreq ,a1 b ua11u nan Cf-1 R. I, the undersigned, verify that the fenestration/glazing listed. above my signature (1) is the actual fenestration product installed; (2) is equlvalentto or more efficient than that specified in the certificate of compliance (Form CF-1 R) submitted for compliance with the Energy Efficiency Standards for residential buildings; and (3) the product meets or exceeds the appropriate requirements for manufactured devices (from Part 6), where applicable. ltem#s (if applicable) Signature, Date ltem#s (if applicable) Signature, Date ltem#s (if applicable) Signature, Date 'COPY TO: B\Jilding Department HERS Provider (if applicable) Building Owner at Occupancy !Blergy Pro 2 .0 By 8-tergy Soft -User Number: 2314 Installing Subcontractor (Co. Name) OR General Contractor (Co. Name) OR Owner OR Vvlndow Distributor Installing Subcontractor (Co. Name) OR General Contractor (Co. Name) OR Owner OR Vvlndow Distributor Installing Subcontractor (Co. Name) OR General Contractor (Co. Name) OR Owner OR Vvlndow Distributor Job Number: PCD #: QQ233 Page:13 of 22 INSTALLATION CERTIFICATE (Part 3 of 7) Site Address Permit Number DUCT DIAGNOSTICS This buiding obtained compliance creditfor: D Duct sealing D Duct Area Reduction 0 ACCA Manual D design and installation CREDIT FOR REDUCED DUCT SURFACE AREA OR LOCATION Duct Location• 0Attic 0 Crawlspace Oeasement D Othe..___~- Exterior .Measured Surface Area Exterior Surface (CF-1R) Area 1-------1------- D Duct Design on Plans D Installed duct diameteis match plans 0 TXV installed D Access to TXVvalve (if installed) 0 No TXV, Fan airflow(CFM,.__ __ _ D Duct Leakage Measured 0 Measured leakage (CFM).,.. ___ _ CF-6R HVAC fan air flow (CFM),-----Crneasured or calculated as "Ignore ducts in conditioned space·. Only a check is required for-location credit. OcFM = 0.7 x AltlOr for CZ 8 through 15 OcFM = 0.7 xAltlOr for CZ 1 through 7 & 16 or, itthe equipment size is known, the larger of 1 or 2. 1. DcFM-=·-=IOO.x Cooling Capacity in Tons or 2. OcFM • 21.7 x Heating Capacity in Thousands of Btu per hour) Leakage divided by HVAC Fan airflo (must be=< 0.06) For AEROSOL TYPE SEALANTS ONLY -The following diagnostic testing was completed: D Catastrophic leak testing D Pressure Pan Test D House pressuezation test D Duct pressurization Otnitial D1nitial D Sample D Sample 0This certifiesthatthe ducts surface area and duct locations were verified. 0Resample When compliance credit ls claimed for duct surface area• reducitons and duct location improvements beyond those covered by default assumptions, builder employees orsubcontractois shall certify that they have_ verified that the duct surface area and locations match those on the plans and shall indicate the duct surface area in each duct location on the CF6R. Tests Performed 0This is to certify that the above diagnostic test results and the _wolk I performed associated with the tesl(s) is in conformance with the require1T1ents for compliance credit. (The builder shall provide the HERS provider a copy of the CF-6R signed by the builder employees or :s:ub-contractois certifying that diagnostic testing and installation meetthe requirements for compliance credit.] Signature, Date ln_stailing Subcontractor (Co. Name) O_R General .Contractor (Co. Name) OR Owner COPY TO: Building Department HERS Provider (ff applicable) Building Owner at Occupancy !Energy Pro 2 .0 By Energy Soft User Number: 2314 Job Number. PCD #: 99233 Page:14 of 22 INSTALLATION CERTIFICATE {Part4 of 7) CF-6R Site Address Permit Number INFILTRATION DIAGNOSTICS This buiding obtained compliance credit for: D Envelope sealing using diagnostic testing (CF-1 R) This ln111tratlon diagnostic test Is an: D lnitiattest D Resample test required by a HERS Rater -Building Envelope Leakage(CFM @50 Pa) -Infiltration lev•I •quival•ntto an SLA of3.0 from CF-1R -Minimum. Building Infiltration equivalent to an SLA of 1.5 from CF-1R (CFM @50 Pa) Needed for compliance (from CF-1 R) D No Is design infiltration less than the SLA3.0 equivalant(from CF-1R)'? D No Is mechanical ventilation installed? (Required if design is less than 3.0 SLA) Measured BlowerdoorTest Results Oves Oves Oves Oves D N~ Is measured infiltration (without fans operating) less than minimum in the above Table (1.5 SLA from CF-1R)'? D No Is mechanical supply ventilation installed to assure house pressure does not go below minus5 Pascal relative to outside ambient with ail ehaustfans operating? Mechanical Ventilation -Fill in Table if mechanical ventilation is installed -Continuous Mechanical Ventllatlon (CFM) . -Continuous Me.chanical Supply Ventilation (CFM) Required to maintain -5 Pa if building envelope leakage is less th.an minimum (see above) -Total Power Consumption of Continuous ~echanical Ventilation (Watts)2 OThis certifiesthatthe building infiltration was verified. Used for Compliance (from CF-1 R) Measured Actual When compliance credit is claimed for building infiltration reduciton below default assumptions, builder employees or subcontractors shall certify thatthey have verified that the building infiltration level matches that used for compliance on the CF6R and shall doucmentthe infiltration levels required for compliance and the tested infiltration values on the CF-6R .. OT his is to certify that the above diagnostic test results and the work I performed associated with the test(s) is in conformance with the requirements: for compliance credit. [The builder sh.ail provide the HERS provider .a copy ofthe CF-6R signed by the builder employees or sub-contractors certifying that diagnostic testing and installation meet.the requirements for compliance credit.] Tests Performed · Signature, Date COPY ,:o: Building Department HERS Provider (If applicable) Building Owner at Occupancy lcnergyPro 2.0 By cnergySoft User Number:2314 Installing Subcontractor (Co. Name) OR Geoeral Contractor (Co. Name) OR Owner Job Number: PCD #: 99233 Page:15 of 22 INSTALLATION CERTIFICATE (Part 5 of 7) CF-6R Site Address Permit Number The following is an explanation of many of the input values required on this form: HVAC SYSTEMS Heating Equipment Type must be one of the following: Furnace: Gas fincludina Liauefied Petroleum Gases) or oil-fired central furnace & soace heater Boiler: Gas or oil-fired boiler PckaHeatPumn: Packaaed central heat oumo SolitHeatPumo: Snlit central heat numo RoomHeatPumn: Room heat oumn LrcrPkaHeatPumn: Larae nackalled heat numn (>=65 000 Btu/hr outnun Electric: Electric resistance heating (fixed HSPF = 3.413); radiant electric resistance (fixed HSPF = 3.55' . CombinedHvdro: Reference water heater underwater heatino svstems below -CEC Certified Manufacturer Make & Model Number from applicable Commission approved appliance directory. -"#-ofldentical Systems" is for those systems with the same efficiency, duct location, duct R-Value and capacity. -Efficiency from applicable Commission certified appliance directory. -Duct Location is attic, crawl space, eve crawl space, conditioned space, unconditioned space or none. -Duct (or Piping) R-Value from Directory of Certified Insulation Materials and/or manufacturer's data. -Heating/Cooling Load refer to Commission approved load calculation procedure. -Heating/Cooling Equipment Capacity from the applicable Commission certified appliance directory. Note: location elevations over 2,0001t above sea level require a de rating of output capacity (refer to manufacturer's literature). Cooling Equipment Type must be one of the following: Substitute EER for LrgPkgAirCond: Lar9.e packaged air conditioner (>=65,000 Btu/hr output). Substitute EER for SEER when SEER is not available. EvapDirect: Direct evaporative cooling system. For compliance calculation pmi;i.oses, fixed values: SEER = 11.0; duct location = attic; duct insulation R-value = 4.2 Evaplndirect: Indirect evaporative cooling system. For compliance calculation purposes, fixed values: SEER= 13.0; duct location= attic; duct insulation R-value = ·4_2 *Refer to California Energy Commission (CEC) publication Appliance Efficiency Regulations, P400-92-029 !Energy Pro 2 .0 By Energy Soft User Number:2314 Job Number: PCO #: 99233 Page:16 of 22 INSTALLATION CERTIFICATE (Part 6 of 7) CF-6R Site Address Permit Number The following is an explanation of many of the input values required on this form: WATER HEATING SYSTEMS· Distribution Systems: Refer to Residential Manual for more details. Recirc/Demand: Recirculation loo with demand control . Water Heater Type Information Needed Storage Gas, Oil or Electric Heat Pump Instantaneous Gas Instantaneous Electric Large Storage Gas Indirect Gas (Boiler) Energy Factor Yes Yes No Yes No No FENESTRATION I GLAZING Recovery Efficiency No No Yes No Yes Yes (AFUE) Standby Loss No No No No Yes No Rated Input No No No No Yes Yes Fenestration: Windows,. sliding glass doors, french doors, skylights, garden windows, and any door with more than one square foot of glass Operator Type; Slider, hin!led, fixed U-Value: Installed U-Value must be less than or equal to value from CF-1 R OR Installed weighted average U-Value for the total fenestration area is less than or eaual to value from CF-1 R SHGC: lnsalled SHGC must be less than or equal to value from CF-1 R OR Installed SHGC for the total fenestration area is less than or equal to value from CF-1R OR An interior shading device, overhang, or exterior shading device is installed consistent with the CF-tR Shading Device: Include when the building comfclied qsing an. interior shading device: blinds, opaque roller shades, bhnds ( o not list araperies), an exterior shading device: woven sunscreen, louvered sunscreen, low sun angle sunscreen, roll-down awnin9i, roll-down blindes or slats (do not list bug screen), or an overhang (inclu e depth in feet IEiiergyP~ 2.0 By Ei'lergySo1t User Number:2314 Job Number: PCD #: 99233 Page:17 of 22 INSTALLATION CERTIFICATE (Part 7 of 7) CF-6R Site Address Permit Number The following is an explanation of many of the input values required on the Diagnostic portion of this form (page 3 of6): TYPE OF CREDIT Refer to Residential Manual Chapters 4 and 5 for more details: Reduced Duct Surface Calculated as the outside area of the duct. Areas must be measured and Area: verified by HERS rater. Improved Duct Location: Supply duct located in other than attic, as verified by location of registers (does not require-HERS rater verification). Catastrophic Leakage: Pressure pan test reading must be less than 1.5 Pascal at a house pressure of25 Pascal. TXV: Access cover required to facilitate verification. Infiltration Reduction: Infiltration is measured without mechanical ventilation operating. Mechanical ventilation is re!:Juired for very tight house construction when credits for infiltration reduction using dia~nostic testing are ben~ used for achieving compliance. These very tight oused are defined as t ose with SI.A ofless than 1.5. The compliance documentation (CF-1 R~ will contain the measured CFM target value from a blower door test at 50 ascal pressure difference that represents this SLA of 1.5. Mechanical ventilation Is also required if the builder chooses to design the buildini to use mechanical ventilation and claims a credit for infiltration be ow an SLA of 3.0. The comfiliance documentation (CF-1 R) will contain the measured CFM target va ue that represents this 3.0 SI.A. If the builder claims credit in a desi~n for infiltration reduciton that is at an SLA of3.0 or hiter, and the actua measured SI.A is 1.5 or greater, then mechanical ven ilat1on is not required. If the SLA in this case were below 1.5, then mitigation (such as mechanical ventilation) would be. required. !Energy Pro 2 .0 By Energy Soft User Number:2314 . Job Number: PCD #: 99233 Page:18 of 22 ~VAC SYSTEM HEATING AND COOLING LOADS SUMMARY bR.OJECT NAME DATE MSK Development,Seaview-Plan B Custom Residence 11/27/1999 !SYSTEM NAME FLOOR AREA svs.1 2,200 !:NGINEERING CHECKS SYSTEM LOAD Number of Sustems 1 COIL COOLING PEAK COIL HTG. PEAK Heatinq S\/Stem CFM SensibtJ Latent CFM Sensible ·Output per System 80,000 Total Room Loads 1,'378 35,502 3361 977 37,254 Total Output (stuh) 80,000 Return Vented Lighting 0 Output ( Btuh/sqft) 36.4 Return Air Ducts 1,775 1,863 Cooiinq S\/Stem Return Fan 0 0 Output per System 60,000 Ventilation 0 0 0 0 0 Total Output (Btuh) . 60,000 Supply Fan 0 0 Total Output (Tons) 5.0 Supply Air Ducts 1,775 1,863 Total Output ( stuh/sqft) 27.3 TOTAL SYSTEM LOAD I 39.0531 3.3611 I 40.9791 Total Output (sqft/Ton) 440.0 AirSustem 1-1\/Af" l=nlllPMl=NT ~i:1 l=f"TtnN CFM per System 2.000 ~ .Airflow (cfm) 2,000 RHEEM RGPH-1 0NBRMRIRAKA060 55,077 0 .Airflow (cfm/sqft) 0.91 .Airflow (cfm/Ton) 400.0 Outside Air(%) 0.0 Total Adjusted System Output I 55,0771 ol I 00,oool (Adjusted for Peak Design Conditions) _Outs;ida Air (cfm/sqft) 0.00 TIME OF SYSTEM PEAK I .airg 2 i;im I I Jen 12 mil Note: values above given at ARI conditions EATING SYSTEM PSYCHROMETRICS (Airstream Temneratures at Time of Heatinn Peak\ ' 34.0 °F 69.1°F E9.1°F 1os.2C,:- Supply Air Ducts Outside Air 0cfm 105.4 Of Supply Fan Heating Coil I ROOMS! 2000cfm ee.1i 70.0°F Return Air Ducts ':OOLING SYSTEM PSYCHROMEJRICS lAirstream Temneratures at Time of Coolinu Peak\ 86.7167.6 of 74.8 /58.9 °F 74.8/5s.9C,:-493I47.9C,:- Supply Air Ducts Outside Air Ocfm Supply Fan Cooling Coil 50.11462 °F 2000 cfm 33.1% R.H. I ROOMS! 7 4.8 156.9 OF 74.0 /56B°F Return Air Ducts EnergyPro 2.0 By EnergySoft User Number:2314 Job Number: PCD ~: 99233 Page:19 of 22 ~VAC SYSTEM HEATING AND COOLING LOADS SUMMARY PROJECT NAME DATE MSK Develooment,Seaview-Plan B Custom Residence 11/27/1999 SYSTEM NAME FLOOR AREA Sys.2 2,155 !:NGINEE.RING CHECKS SYSTEM LOAD Number of S~ems 1 COIL COOLING PEAK COIL HTG. PEAK Heating Svstem CFM Sensibl~ Latent CFM Sensible Output per Sy.stem 80000 Total Room Loads 1,239 33.315 3292 772 29,740 Total Output (Btuh) 80,000 Return Vented Lighting 0 Output (Btuh(sqlt) 37.1 Return Air Ducts 1,666 1,487 Cooling Svstem Return Fan 0 0 Output per Sy.stem 60,000 Ventilation 0 0 0 0 0 Total Output (Btuh) 60,000 Supply Fan 0 0 Total Output (Tons) 5.0 Supply Air Ducts 1,666 1,487 Total Output (Btuh/sqlt) 27.8 TOTAL SYSTEM LOAD I 36,6471 3,2921 I 32.7141 Total Output (sqltfron) 431.0 AirSvstem HVAC FOIIIPMFNT ~i::1 ECTION CFM per Sy.stem 2,000 § Airflow (cfm) 2,000 RHEEM RGPH-1 ONBRMRIRAKA060 55.040 0 Airflow (cf!Y)/sqlt) 0.93 Airflow (cfmfron) 400.0 Outside Air(%) 0.0 Total Adjusted System Output I (Aljusted for Peak Design Conditions) 55,0401 ol I ao,oool Outsida Air (cfm/sqlt) O.OQ TIME OF SYSTEM PEAK ·1 JlJJg 2i;im I I Ja, 12 anl Note: values above given at ARI conditions EATING SYSTEM PSYCHROMETRICS IAirstream Temoeratures at Time of Heatina Peakl 34.0°F 69.3°F 83.3°F 106.4 Cj=- Supply Air Ducts Outside Air O cfm 10S.7°F Supply Fan Heating Coil 2000cfm I ROOMS I 69.3 CJ,-70.0°F Return Air Ducts ':OOLING SYSTEM PSYCHROMETRICS IAirstream Temoeratures at Time of Coolina Peakl 86.7167.6 OF 74.8 /5813°F 74.8/5a.aci=-492147.a'F Supply Air Ducts Outside Air Ocfm Supply Fan Cooling Coil 50.0 /482 °F 2000 cfm 33.0% R.H. I ROOMS! 74.8 /58.8 OF 74.0 /585 °F Return Air Ducts E'nergy Pro 2 .0 By E'nergy Soft User Number:2314 Job Number: PCD #: 99233 Page :20 of 22 j . IROOM LOAD SUMMARY PROJECT NAME DATE MSK Develooment,Seaview-Plan B Custom Residence 11/27/1999 SYSTEM NAME FLOOR AREA Svs.1 · 2,200 IAnnM I n.im SUMMA.RV ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK ZONE NAME ROOM NAME M111t. CFM SENSIBLE LATENT CFM SENSIBLE LATENT CFM SENSIBLE Zone 1 -1st Floor 1st Floor -Liv,Din,Kit.Fam,84 1 1378 35502 3331 1 378 35502 3 361 977 37254 - -- PAGE TOTAL I 1,378I 35,502 I 3,3611 9771 37,2541 TOTAL I 1,378I 35,502 I 3,3611 9771 37,2541 Energy Pro 2 .0 By Energy Soft User Number: 2314 Job Number: PCD #: 99233 Page :21 of 22 !ROOM LOAD SUMMARY PROJECT NAME DATE MSK Development,Seaview-Plan B Custom Residence 11/27/1999 SYSTEM NAME FLOOR AREA Svs. 2 2,155 IRnnu I nAn ~ir•u&ru; -ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK ZONE NAME. ROOM NAME Mult. CFM SENSIBLE LATENT CFM SENSIBLE LATENT CFM SENSIBLE Zone 2 -2nd Floor 2nd Floor, Off, 82-3, MBed 1 1289 33315 3292 1 :;B9 33315 3292 772 29740 PAGE TOTAL I 1,200 I 33,3151 3,2921 7721 29,740 I TOTAL I 1,200 I 33,3151 3,2921 7721 23,740 I Blergy Pro 2 .0 By Energy Soft User Number:2314 · Job Number: PCO #: 99233 Page:22 of 22 · I ,, TITLE 24 REPORT MSK Development,Se Project Designer: Lawrence Pepper Architects P .0. Box 9593 Rancho Santa Fe, CA 92067 619.756.5817 Report Prepared By: Brian Bannock PACIFIC COAST DESIGNS 1611 So. Rancho Santa Fe Rd., Suite F2 SAN MARCOS, CA 92069-5157 (760) 4 71-9000 Job Number: PCD#: 99233 · Date: 11/28/1999 The energyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California energy Commission for use with both the Residential and Nonresidential 1998 Building energy efficiency Standards. This program developed by Gabel Dodd/energySoft, LLC (415)883-5900. Energy Pro 2 .0 By Energy Soft Job Number: PC D #: 90233 User Number:2314 { Cover Page Table of Contents TABLE OF CONTENTS Form CF-1 R Certificate of Compliance Form MF-1 R Mandatory Measures Checklist Form C-2R Computer Method Summary Form CF-SR Installation Certificate HVAC System Heating and Cooling Loads Summary Room Load Summary Energy Pro 2 .0 By Energy Soft Job Number: PCD #: 09233 1 2 3 5 6 9 16 17 User Number:2314 '1 i r Certificate of Compliance: Residential (Part 1 of 2) CF-1R MSK Development,Seaview-Plan B 2nd Fir Guest Suite 11/28/1999 Proje~ Title Seaview Way Carlsbad Project Address PACIFIC COAsr DESIGNS Documentation Author Computer Performance Date Building Permit # (760) 471-9000 Telephone Plan Check / Date 7 Field Check I Date Compliance Method (Package or Computer) Climate Zone Enforcement Agency Use Only GENERAL INFORMATION Total Conditioned Floor Area: Total Conditioned Slab Area: 580ft2 ____ 0 ..... ft2 Building Type: (check one or more) IRl Single Family Detached (SFD) D Single Family Attached (SFA) D Multi-Family D Addition Alone D Existing Building D Existing Plus Addition Front Orientation: AU Four Orientations Floor Construction Type: D Slab Floor Number of Dweliing Units: 1 00 Number of Stories: 2 !RI Raised Floor BUILDING SHELL INSULATION Const. Component Frame Assembly Location/Comments T:tE!e . Tlee U-Value (attic, garage, typical, etc.) B:-39 Elect (E jS 2l!:fl 3 6) ~ a....!LlM,9. Eldetict Elect l Q!let Qi;ieo S12ace R19 Floor ov/ Unc Gar Woo:1 0.048 Exterior Floor I Over 012en Sl,!ace R-30 Roof(R.30.2x12.16) Wood ~ Exterior Roof R-13Wal Q!!(13.2x4.16) Woo:1 O.Offi Exterior Wall Solid Wood Door Wood 0.387 Exterior Door -------------·- FENESTRATION a mn ev1ces Sh d' D • Type Orientation Area Labeled Fenestration Interior Exterior Overhang (SF) U-Value SHGC (roller blind etc.) (shadescreen etc.) Yes/ No Etcot --16.5.. _Q.5Z __o..rr_ Otai;ii:tll Bug Scteeo D Ix] Front 44.0 _Q§Q _Jill_ Dra1,1er'.l'. Bug Screen D 1K] Left --15.0.. _Q.60 _fJ]L .ora1ml£ BtJg Screi:o D Ix] Rear 20.0 _Q§Q _Jill_ Dra12er'.l'. Bug Screen D 1K] Right 50.0 _Q§Q _Jill_ Dra12er'.l'. Bug Screen D 1K] -·---D D ----D D ----D D --D D .. D D -----.. ----·-D D ----D D D11n;,"" -Tim,.• ,f,f l'>R/00 R'll•".11:•".14 D11nr~dn, - Ene""" Pro 2 .0 9v Ene..,.,, Soft User Number: 2314 Job Number: PCD #: 99233 Side Fins Yes/ No D Ii] D IRl D Ii] D IRl D IRl D D D D D D D D D D D D D D Paae:3 of 17 Certificate of Compliance: Residential (Part 2 of 2) CF-1R MSK Development,Seaview..Plan B 2nd Fir Guest Suite 11/28/1999 Project Title Date HVAC SYSTEMS Heating Equipment Type (furnace, heat pump, etc.) Note: Input Hydronic or Combined Hydronic data under Water Heating Systems, except Design Heating Load. M. . Distribution rnrmum Type and Duct or Efficiency Location Piping Thermostat (AFUE/HSPF) (ducts, attic, etc.) R-Vafue Type Location/ Comments Central E• ,mace 81 % AFUE D1,cts io Affic .--4-2_ --S""et ... b...,a .... ca...lc __ -S¥r-s~1 _______ _ Cooling Equipment Minimum Duct Thermostat Type (air conditioner, Efficiency Location Duct Location/ heat pump, evap. cooling) (SEER) (attic, etc.) R-Value Type Comments S~li 8ir Ci:iodiicoec 1COSEEB Ducts io Attic 4 2 · Setback Sy~ 1 WATER HEATING SYSTEMS Water Heater System Name Water Heater Distribution Rated 1 #in Input Syst. Btu/hr Tank Energy Fact~ 1 External Cap. or Recovery Standby Tank lnsul. Type Type (gal) Efficiency Loss (%) R-Value R._.Hf,._,,f_..M...,. 4,..4..,.y..,.4...,0-:.i.1 ____ Srnt!II Gt!s ------L--40.000 _-39.. _ _,0 ..... 6 ..... 3..__ ___..ot ...... _ 1 For small gas storage (rated inputs of less than or e9ual to 75,000 Btu/hr), electric resistance and heilt pump water heaters, list energy factor. For large gas storage water heaters (rated input of greater than 75,000 Blulhr), list Rated Input, Recovery Efficiency and Standby Loss. For instantaneous gas water heaters, list Rated Input and Recovery Efficiency; REMARKS ale is based on: 580-SF Custom Guest Suite,@ 2nd story. 2=580 HIS TITLE 24 ENERGY ANALYSIS IS FOR DESIGN 8. BID PURPOSES NL Y. FINAL SPECFICATION 8. LIABILITY OF EQUIPMENT 8. . COMPLIANCE STATEMENT n/i, This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with over,ail design responsiblity. When this certificate of compliance is submitted for a ~ingle bulding plan to be built i1 multiple orientations, any shading feature that is varied is indicated in the Special Features/Remarks section. Designer or Owner (per Business 8. Pro"fessions Code) Documentation Author Name: ___________________ Name: _B .... ria_n,....Ba"""""o"""oc ... o ... k ___________ _ Title/Firm: Lawrence Pep_per Architects . Title/Firm: .._P,..A,..Cl ... fl.,..C_.,C.._O=A,.,.S"'"T..,.D..,ES .... IG,.,N...,s..__ _______ _._ Address: Po Bex 9593 Address: 1 s11 so Ranobc Santa fe Rd , sutte f2 RanchQ Santa Fe, CA 92007 SAN MARCOS, CA 92069-5157 Telephone: 619.756.5817 Telephone: .... cz .... s..,o) ... 4u..Z1.t.::-.... so .... o ... o _________ _ Lie. #. (signature) Enforcement Agency Name: (date) Title/Firm: --------------------- Address: Telephone: ____________________ _ Energy Pro 2 .0 · By Blergy Soft User Number:2314 (signature) (date) date Job Number: PCD #: 99233 Page:4 of 17 Mandatory Measures 'Checklist: Residential MF-1R NOTE: Lowrise residential buildings subject to the standards must contain these measures regardless of the compliance approach u Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parti as binding minimum component specifications. DESCRIPTION Instructions: Check or initial applicable boxes or enter NIA if not applicable. Building Envelope Measures X]*I 160(a): Mnlm1m R-19 celling Insulation In wood 1rame·assembly, or equivalent U-value. :J I 160(b): Loose fill insulation manufactirer's labeled R-value. [Z] *I 160(c): Mnim1m R-13 wall insulation in framed walls or equivalent U-value. IKJ *I 160(d): Mnim1m R· 13. raised floor insulation in wood 1ramed floors. D 1150(1): Slab edge insulation • water absorption rate < 0 .31, water vapor trzmsmission rate < 2 .0 permllnch. IX] 111_8: Insulation specified or Installed meets quality standards. Indicate type and 1orm. :ZJ I 1 16-17: Fenestration Products, Exterior Doors and lnfiltration/E,cfiltration Controls 1. Manufactured fenestration products labeled with certified U-value, SHGC, and infiltration certification. _ 2. ecterior doors and windows weatherstripped; all joints and penetrations c~ulked and sealed. I 160(g): Vapor baniers mandatory in Cimate Zones 14 and 16 only. = I 160(f): Special infiltration barrier installed to comply with Section 161 meets Commission quality standards. X l160(e): Installation o1 Fireplaces, Decorative Gas Appliances and Gas Logs. 1. Masonry and factory-built 1ireplaces have closable doors, outside air intake with damperand control, and 1lue damper and control; 2. No continuous burning gas pilots allowed for fireplaces, decorative gas appliances and gas logs. Space Conditioning, Water Heating and Plumbing System Measures IRJ 1110-13:. HVAC equipment, water heaters, showerheads and·fauoets certified by the Commission. !Kl l160(!l): Heating and/or ooolng loads calculated in accordance with ASH RAE, SMA.CNAor /!£CA !RJ l160Q): Setback thermostat on all applicable heating and/or cooling systems. !RJ 11600): Pipe and Tank Insulation 1. Storage gas water heaters with less than 0.68 energy factor shall be externally wrapped with R-12. 2. Back-up tanks for solar system, unfired storage tanks, or other i11direct hot water tanks have R-12 external insulation or R· 6 combined intemal/extemaHnsulation. piping between heat source and tank insulated. 3. Insulation on the first 6' of pipes closest to water heater tank, non-recirculating systems (R-4 or greater), buried or exposed piping in recirculating sections of hot·water systems, cooling system piping below 66 deg F. IX]*lt60(m): Ducts and Fans 1. Ducts oonstruoted, installed and sealed to comply with ourrent UMC Sections 601 & 603; insulated to a minimum R-4.2" or enclosed entirely within conditioned space. Connections of metal duots and inner core of flex ducts mechanically fastened. Openings sealed with mastic, tape, aerosol sealant or other duct closure system that meets the applicable UL 181. Openings greater than 1/4 inch sealed with a combination o1 mastic and either mesh or tape. Insulated flexible duct is marked with R· value every 3 feet. 2.Factory,fabricated duct and closure system (including collars, connections and splices) comply with UL 181; pressure- sensitlvetapes, heat-activated tapes, and mastics comply with UL 181. 3. Field-fabricated Duct Systems. a. Factory-made rigid fiberglass and flexible ducts-comply with UL 181, pressire,sensitivetapes, mastics, aerosol sealants r other closure systems meet the applic"ble requirements of UL 181, UL 181Aor UL 1818. b. Mastic sealants, mesh, and pressure-sensitive tapes comply with applicable UL 181. Mesh and mastic non-toxic.water resistant and.rated for exterior un. c. Drawbands used with flexible· ducts shall be eit,her stainless-steel worm-drive hose clamps or UV-resistant nylon duct ties, have a minimum tensile strength rating of 160 pounds, tightened with adjustable tensioning tool. d. Aerosol-sealants meet applicable UL 181 requirments, appied per m;mufacturer specifications, and any tapes or mastics used in combination meet UL 181. 4. E>chaust fan systems have back draft or automatic dampers. 5. Gravity ventilating systems have either automatic or readily accessible, manually operated dampers. D 1114: Pool and Spa Heating Systems and Equipment , 1. Certified with 78 4' thermal efficiency, on-off switch, weatherproof instructions, no· pilot or electric resistance heating. 2. System is installed with at least 36" of pipe between 1ilter and heater, cover 1or outdoor pools or spas. 3. Pool system has directional inlets and a circulation pump time switch. ZJ 1115: Central Fum:aoes, pool heaters, spa heaters or household cooking appliances have no const:ant pilot light. Lighting Measures IRJ l160(k): 40 lumens/watt or greater for general lighting in kitchens and rooms with tubs or showers (alternative: in laundry, garage, ei:c. with all outdoor llghtlng mounted to the bulldlng 40 lumensMfatt or equipped with motion sensor): and recessed Incandescent celllng fixtures are IC Qnsulation cover) approved. Energy Pro 2.0 By Energy Soft User Number:2314 Job Number: PCD #: 99233 DESIGNER ENFORCEMENl Page:6 of 17 I Computer Method Summary MSK Development;Seaview-Plan B 2nd Fir Guest Suite Project Title · · · · Seaview Way Carlsbad Project ~ddress . PACIFIC COAST DESIGNS Documentation Author Comguter Performance Complfance Method (Package or computer) Space Heating Space Cooling Domestic Hot Water Totals -=~=-=- (760) 471-9000 Telephone ' 7 c1mite Zone (Part 1 of 3) 11/28/1999 Date Building Permit # Plan Check/Date Field checkAJate This C-2R summarizes the results of a four cardinal orientation analysis. The pages that follow describe the front facing North occurence. This plan has been analyzed with identical·features in all orientations. GENERAL INFORMATION Conditioned Floor Area: 580 Building Type: Single Fam Detached Building Front Orientation: All Four Orientations Number of Dwelling Units: 1.00 Number of Stories: 2 Floor Construction Type: D Slab Floor lliJ Raised Floor Total Conditioned Volume: 5,220 Slab Floor Area: 0 C-2R BUILDING ZONE INFORMATION Zone Name # of Floor Area Volume Units Thermostat Type Vent Sys 1 OPAQUE SURFACES Act. T' e .Eloot:_ .Elooi:- .Root.- Wall- Wall- .l8/aL_ Area 50 530 580 164 228 205 U-Val. Azm. Tilt 0 049 --,--Jl. _j.8)_ 0048 --0._.ta).. .lAlall-· 1z3 · 0 035 --0. --0. 0 088 ___d_ --81. 0 088 --90. --81. 0 088 -180. --81. 0 088 -2Zl1. --81. 038i -2Zl1. _..m. .Door-20 --------------------· - ' ' -----------------------------------------------..---------------------------------------------------------·----·-__ . ------------------------·----------------------· -------------· ---.--..--------------------------· -- 58'.l 5,220 _j_Qf]_ Solar Gains Y/N Form 3 Reference R 19Floor(F19?.x816~ R19 floor 01d I Inc Qar R 30 Root(R 30 2x12 16) R-13Wall QN132x416) R 131/\lall l)AC132x416) R 131/\lall QN132x416) R-13 Wall ON 13 2x4 16) Solid Wood Door Zone Type Hgt. Area Conditioned Setback Location / Comments Zol'.le 1 2nd Floor Zone 1 2nd floor Zone 1 2nd Floor Zone 1 -2nd floor Zol'.le 1 2nd floor Zone 1 2nd floor Zane 1 -2nd floor Zone 1 -2nd floor Energy Pro 2 .0 By energy Soft User Number:2314 Job Number: PCD #: 99233 Page:6 of 17 Computer Method Summary (Part 2 of 3) C-2R MSK Development.Seaview-Plan B 2nd Fir Guest Suite 11/28/1999 Project Title · Dale FENESTRATION SURFACES U-Value Act. # Type Area SHGC Azm. Tilt Glazing Type Location/ Comments ~ \1'4r:idow .2.. \'Mcdow i \'Mcdow .,4_ \/Vindow .5.. ·Wodow .6.. \I\JJodow L Wodow §_ \/Vindow .a. \'Mcdow 40 \I\JJodow FroAt front front Front Jett Rear Rear - Right Right Bghl ~~lortl:I) (North) (North) (North) (Fast) (South) (So1ib) (West) QIYest) (!Nest) __:/..5. -e;sro. _20..Cl. __o.aao_ __a.o_ _a.szo.. --1il _Q,§QQ_ ---151l. ,_o..sca. --8..0. ..1l.BOO.. --12£l. _o..sca. -2M.. ....Q.fillQ. --1.5.ll __o.aao_ ---151l. .,11.600. _.....,o'-'7+7 --0---SO: D011ble Cle11r Oeta, ,1t,15tl/19 _ _..Q.s.Z.Z __o_ _..so. Double Clear Qefeutt(R'.!AQ - _ _..O.s.Z.Z __o_ __ap· Double Cfear Defautt(IM) _ __,,.o.,_.7.,_7 __ o_ ~ Double Clear Defaul!(R\flll _ __u.n...,_z .... z _..9ll. __st} D01·1ble Ciear Defa111t(RVIQ _ __u.n...,_z.,_z _j8Q_ ___gfl D011ble Clear Defa111t(RJAQ _ __u.n...,_z.,_z _j8Q_ ___gfl D011ble Clear Deta111t(RVIQ _ __,,.0 . .,_7.,_7 _1ZQ_ ~ Double Clear Defaul!(R\flll _ _,,0,...1..._1 _2ZP.. _.so Double Clear Peteutt(R'.!AQ _ _.,n.._.z ..... z _-2ZO.. _.sp D011ble Cleeir Defe11tt(RVIQ --------------- -----·- Zor:ie 1 2Ad Floor Zoce 1 -2nd floor Zone 1 -2nd floor Zone 1 -2nd Floor Zooe 1 -2od floor Zooe 1 -2od floor Zooe 1 -2od floor Zone 1 -2nd Floor Zone 1 -2nd floor Zooe 1 -2od floor INTERIOR AND EXTERIOR SHADING Window Overhang Left Fin Right Fin # Interior Shade Type SHGC Exterior Shade Type SHGC Hgt Wd. Len. Hgt. LExt. RExt. Dist. Len. Hgt. Dist. Len. Hgt. j_ Drapery o.ea ,,.B=ug.._S::ac ... r..,.e...,en..._· _____ 0.76 _ . . ______________ _ L~ o~~~ ~ _________________ _ ,L Drapery .O.E8 Bug Screen 0.76 _ _ . ______________ _ L Drapery _ll.66 Bug screen ...o.za_ _ _ __ · _____________ _ .5.. Drapery -1l..63 Bug screen ...o.za. __________________ _ _§_ Drapery ..Jl..fa Bug screen ...o.za. . _________________ _ L~ ~~~ ...o.za. __________________ _ .!!_ Drapery 0.63 Bug Screen 0.76 . .a Drapery _ll.66Bug screcm ...o.za. __________________ _ 1Jl Drapery _ll.66Bug screen ...o.za. __________________ _ Energy Pro 2 .0 By Energy Soft -----------~ ------------------- - ----------. ----------------- --------~--------------------- - - . ---------------------------------------------- - ----------------------------------------------------------- ------------------------------- --. ----------------------------.. -----------------________ ....___ . ---------------- -- ---------------------------- ------------------------------------------------------------ -- . --------------· ----. --------------- User Number:2314 Job Number: PCD #: 99233 Page:7 of 17 Computer Method Summary (Part 3 of 3) C-2R MSK Development.Seaview-Plan B 2nd Fir Guest Suite 11/28/1999 Project Title THERMAL MASS FOR HIGH MASS DESIGN Area Thick. Heat Type (sp Qn.) Cap. Cond. Form 3 Reference PERIMETER LOSSES F2 Insulation Type Length Factor R-Val. Depth Location/ Comments Date Inside Location R-Val. Comments HVAC SYSTEMS Heating Equipment Type (furnace, heat pump, etc.) . Minimum Distribution Type Efficiency and Location (AFUE/HSPF)(ductsiattic, etc.) Duct Thermostat Location/ Comments R-Value_ Type Central E1a:oace 81% AEI IE D1 Ids io Attic _ ___,,set ... b .... a .... c ..... k __ =S¥,-.as._._1 ________ _ Hydronic Piping System Name Cooling Equipment Pipe Pipe lnsul. Length Diameter Thick. Minimum Duct Location Duct Thermostat Location/ Type (air conditioner, . heat pump, evap. cooling) Efficiency (SEER) (attic, etc,) R-Value Type Comments Split Aic Cooditlooec 100SEEB DI 1cts iD Attic -A..2.,... Setback WATER HEATING SYSTEMS Rated1 Tank Energy Fact'. Water Heater Water Heater Distribution #in l'Eftut CaJ:). or Recovery System Name Type ·Type Syst. ( tu/hr) (gal) Efficiency RHEEM 44V40-1 Small Gas _j_ ~o.ooo :39 063 1 For smal gas storage (rated input<= 75000 Btu.ehr), electric resistance and heat pump water heaters, list energy factor. For large gas storage water heaters (rated input > 75000 Btu.ehr), list Rated Input, Recovery Efficiency and Standby Loss. For instantaneous gas water heaters, list Rated Input, and Recovery Efficiency. REMARKS Run Initiation TI e: 11/28J99 03:26:21 Run Code: 943788381 Ene Pro 2 .0 B Ene Soft User Number:2314 Job Number: PCD #: 99233 1 Tank lnsul. Standbl R-Value Loss (0o) Ext. eta eta Pa e:8 of 17 INSTALLATION CERTIFICATE (Part 1 of 7) CF-6R Site Address Permit Number An installation certificate is required to be posted at the building site or made available for all appropriate inspections. (fhe information provided on this form is required; however, use of this form to provide the information is optional.) After completion of final inspection, a copy must be provided to the building department (upon request) and the building owner at occupancy, per Section 10-103(b). HVAC SYSTEMS: Heating Equipment EquiP.. Thype (pkg.~ CEC Certified Mfrl:iName eat pumpJ & Model Num er Cooling Equipment· EquiP,. CEC Certified Compressor Type (pkg.-i Unit Mfr Name & heat pump, Model Number 1. >= reads: Greater Than or Equal to. # of Efficiency1 Duct Duct or Identical (AFUE etc.) Location PiP.ing Systems [>= CF-1 R Value ](attic, etc.) R-\lalue # of Efficiency1 Duct Identical (SEER etc.) Location Duct or Systems [>= CF-1 R Value] (attic, etc.) R-Value Heating Load . (Btu/hr) Cooling Load (Btu/hr) HeatirJg Capac1fy (Btu/hr) Cooling Capacify (Btu/hr) I, the undersigned, verify that equipment listed above my signature: (1) is the actual equipment installed; (2) Is equivalent to or more efficientthan that specified In the certificate of compliance (Form CF-1 R) submitted for compliance with the Energy Efficiency Standards for residential buildings; and (3) the equipment meets or exceeds the appropriate requirements for manufactured devices (from the Appliance Efficiency Regulations or Part 6), where applicable. Signature, Date Installing Subcontractor (Co. Name) OR General Contractor (Co. Name) OR Owner WATER HEATING SYSTEMS: CEC Certified Distribution If Recir-# of Rated2 Tank Effi.2 2 External Mfr Name Type (Std, culation, Identical Input (kW Volume cienct Stand~,x Insulation Heater Type & Model Number Po mt-of-Use) Control Type Systems or Btulhr) Gallons (EF, RE) Loss (%J R-Value 2 For small gas storage (rated input of less th.an or equal to 75,000 Btu/hr). electric resistance and heat pump water heaters, ·list Energy Factor. Fol large gasstorage water heaters(rated Input of greater than 75,0.00 Btu/hr), list Recovery Efficiency, Standby Loss: and Rated Input. For Instantaneous: gas water he ate is, ·nst Recovery Efficiency and Rated Input. S R-12 external insulation is mandatoryforstaroage water heateiswith an energy factor of less:than 0.58. Faucets & Shower Heads: All faucets & shower heads installed are certified to the Commission, pursuant to Title 24, Part 6, Section 111. I, the undersigned, verify that equipment listed above my signature: (1) is the actual equipment Installed; (2) is equivalent to or more efficient than that specified in the certificate of compliance (Form CF-1 R) submitted for compliance with the Energy Efficiency Standards for residential buildings; and (3) the equipment meets or exceeds the appropriate requirements for manufactured devices (from the Appliance Efficiency Regulations or Part 6), where applicable. Signature, ·oate COPY TO: Building Department HERS Provider (If apptlcable) Building Owner at Occupancy !Energy Pro 2 .0 By Energy Soft . . User Number: 2314 Installing Subcontractor (Co. Name) OR General Contractor (Co. Name) OR Owner Job Number: PCD #: 99233 Page:9 of 17 INSTALLATION CERTIFICATE Site Address FENESTRATION I GLAZING: Product~-Value (=<CF-1R Manufacturer/Brand Name value) 2 . GROUP LIKE PRODUCTS 1. -------- 2. -------- 3. --------4. __ ......._ ______ _ 5. -------- 6. ----------7. ____ ..;.... __ _ 8. -------- 9. -------- 10. ------- 11. ------- 12. --"------ 13.---------- 14. -----'---- 15. ------- Produ~t SHGC (=< CF-\R value) #of Panes (Part 2 of 7) CF-6R Permit Number Interior or . Exteror Shading QuantItv. S_guare Device or Comments/ (Optional) Feet Overhang Special Features -------·- 1. U31 lu::tl reel FUH1ratl:>i prodm IJt 11t llilllU 1lan 11t prod let liDe I. f It U U)rkl'al!CI t IHlral)I prod I°" ue 11t d!'BI 1tua11u 'l'lan Seell:)1 116o11lt Elt J!W E1!1:)lt 10{Slaldill'lS. 2. I1,talltel u-uaI1e m"tbe ltu 11a1 oreq1albllill1u 11an CF-1R. IHtalltCISHGC ""tbe ltu 11a1 oreq1aIt>uallH '/Ian CF-1R,ora,1a:111g d!ubt (111!rbr,exirbrorooer1aIJ;I) 11 IHtalltel llS ,peclfltCIOI 11t C F-1 R, Alli! nallle I(, I1,talltd ug l1!CI aie rage U-lli!IIH t,r 11t tilal 't IUlral)I area are ltH 1131 or eq 131 t, llill!U '/Ian C F-1 R. I, the undersigned, verify that the fenestration/glazing listed above my signature (1) is the actual fenestration product installed; (2) Is equivalentto or more efficient than that specified in the certificate of compliance (Form CF-1 R) submitted for compliance with the Energy Efficiency Standards for residential buildings; and (3) the product meets or exceeds the appropriate requirements for manufactured devices (from Part 6), where applicable. ltem#s (if applicable) Signature, Date ltem#s (if .applic.abla) Signature, Date ltem#s (if applicable) Signature, Date COPY TO: Building Department HERS Provider (if appl_icable) Building Owner at Occ1,1pancy !Energy Pro 2 .0 By Energy Soft User Number: 2314 Installing Subcontractor (Co. Name) OR General Contractor (Co. Name) OR Owner OR VYlndow Distributor Installing Subcontractor (Co. Name) OR Ganer.al Contractor (Co. N.ama) OR Owner OR VYlndow Distributor Installing Subcontractor (Co. Name) OR General Contractor (Co. Name) OR Owner OR VYlndow Distributor Job Number: PCD #: gg233 Page:10 of 17 INSTALLATION CERTIFICATE (Part 3 of 7) Site Addre:S:S Permit Number DUCT DIAGNOSTICS This buldlng obtained compliance-credit for: D Duct sealing D Duct Area Reduction D ACCA Manual D design and installation CREDIT FOR REDUCED DUCT SURFACE AREA OR LOCATION Duct Location* OAttic D Crawlspace Oeasement Dathe.._ __ Exterior Measu-ed Surface Area Exterior Surface (Cf.1R) Areii 1------1-------1 D Duct Design on Plans D Installed duct dlameteis match plans D TXV installed D Access to TXVvalve (if installed) D No TXV, Fan airflow(CFM.__ __ _ 0 Duct Leakage Measured D Measured leakage (CFM) ___ _ CF-6R HVAC fan air flow (CF.M)J------.(,rneasured or calculated as "Ignore ducts in conditioned space. Only a check is required for location credit. OcFM = 0.7 xA'lb:)r for CZS through 15 Dcf'M·= 0.7 xA'lb:)r for CZ 1 through 7 & 16 or, it the equipment size is known, the larger of 1 or 2. 1. OcFM = <IOO x Cooling Capacity in Tons or 2. OcFM • 21.7 x Heating Capacity in Thousands of Btu per hour) Leakage divided by HVAC Fan air flolQJ (must be=< 0.06) For AEROSOL TYPE SEALANTS ONLY -The following diagnostic testing was completed: D Catastrophic leak testing D Pressure Pan Test D House pressuezation test D Duct pressurization O1nitial D Initial 0 Sample 0 Sample :O This certifies that the ducts surface area and duct locations were verified. ORas:ampla When compliance credit is claimed for duct surface area reducitons and duct location improvements beyond those covered by default assumptions, builder employees orsubcontractoisshall certifythatthey have verified thatthe duct surface area and locations match those on the plans and shall indicate the duct surface area in each duct location on the CF6R. Tests Performed D This is to certify that the above diagnostic test results and the work I performed associated with the tesl(s) is in conformance with the requirements for compliance credit. [The builder shall provide the HERS provider a copy of the CF-6R signed by the builder employees orsub-contractois certifying that diagnostic testing and installation meetthe requirements for compliance credit.] Signature, Date Installing Subcontractor (Co. Name) OR General Contractor (Co. Name) OR 0'r'l!'ler COPY TO: Building Department HERS Provider (if applicable) Building Owner at Occupancy !BlergyPro 2.0 By BlergySoft User Number:2314 Job Number: PCD #: 99233 Page:11 of 17 INSTALLATION CERTIFICATE (Part4 of 7) CF-6R Site Address Permit Number INFILTRATION DIAGNOSTICS This buiding obtained compliance credit for: D Envelope sealing using diagnostic testing (CF-1 R) This lnflltratlon diagnostic test IS' an: 0 Initial test O Resample test required by a HERS Rater :eulldlng Envelope Leakage(CFM @50 Pa) -Infiltration l•vel equivalent to an SLA of3.0 from CF-1R •Minimum Building Infiltration equivalent to .an SLA of 1.5 from CF-1R (CFM @50 Pa) Ne1;ided for Compliance (from CF-1 R) D No Is design infiltration less than the SLA3.0 equivalant(from CF-1R)'? D No Is mechanical ventilation installed? (Required if design is less than 3.0 SLA) Measured BlowerdoorTest Results Oves Oves Oves Oves D No Is measured infiltration (without fans operating) less than minimum in the above Table (1.5 SLA from CF-1R)'? D No Is mechanical supply ventilation installed to assure house pressure does not go below minus 5 Pascal relative to outsid• ambient with all ehaustf.tns operating? Mechanical Ventilation -Fill in Table if mechanical ventilation is installed ·Continuous Mechanical Ventilation (CFM) -Continuous Mechanical Supply Ventilation (CFM) Required to m~intain -5 Pa if building envelope leakage is less than minimum (see above) • Total Power Consumption of Continuous Mechanical Ventilation (Watts)2 0This certifies that the building infiltration was verified. Used for Compliance (from CF-1 R) Measured Actual When compliance credit is claimed for building infiltration reduciton below default assumptions, builder employees or subcontractors shall certify that they have verified that the building Infiltration level matches that used for compliance on the CF6R and shall doucment the infiltration levels required for compliance .and the tested infiltration values on the CF-6R •• OT his is to certify that the above diagnostic test results and the work I performed associated with the test(s) is in conformance with the requirements for compliance credit. [The builder shall provide the HERS provider a copy of the CF-6R signed by the builder employees or sub-contractors certifying that diagnostic testing and installation meet the requirements for compliance credit.] Tests Performed Signature, Date COPY TO: Building Department HERS Provider (if applicable) Building O'Wner at Occupancy !Energy Pro 2 .Ii By Ehei'gy Soft . User Number: 2314 installing Subcontractor (Co. Name) OR General Contractor (Co. Name} OR O'Mler Job Number: PCD #: 99233 Page:12 of 17 INSTALLATION CERTIFICATE (Part 5 of 7) CF-6R Site Address Permit Number The following is an explanation of many of the input values required on this form: HVAC SYSTEMS Heating Equipment Type must be one of the following: Furnace: Gas fincludina Liauefied Petroleum Gases) or oil-fired central furnace & soace heater Boiler: Gas or oil-fired boiler .PckaHeatPumn: Packaaed central heat oumn SolitHeatPumo: Snlit r.entral heat oumn RoomHeatPumo: Room heat oumo LraPkaHeatPumn: ·Larae nackaaed heat numn (>=65 000 Btu/hr outtiun Electric: Electric resistance heating (fixed HSPF = 3.413); radiant electric resistance ffixed HSPF = 3.55' . CombinedHvdro: Reference water heater under Water heatina svstems below -CEC Certified Manufacturer Make & Model Number from applicable Commission approved appliance directory. -"# of Identical Systems" Is for those systems with the same efficiency, duct location, duct R-Value and capacity. -Efficiency from applicable Commission certified appliance directory. -Duct Location Is attic, crawl space, eve crawl space, conditioned space, unconditioned space or none. -Duct (or Piping) R-Value from Directory ofCertified_lnsulation Materials and/or·manufacturer's data. -Heating/Cooling Load refer to Commission approved load calculation procedure. -Heating/Cooling Equipment Capacity from the applicable Commission certified appliance directory. Note: location elevations over 2;000 ft above sea level require a de rating of output capacity (refer to manufacturer's literature). Substitute EER for LrgPkgAirCond: Large packaged air e;onditioner (>=65 ,000 Btu/hr output). Substitute EER for SEER when SEER Is not available. . EvapDirect: Direct evaporative cooling system. For compliance calculation r;i_urr:i.oses, fixed values: SEER = 11.0; duct location = attic; duct insulation R~value = 4.2 Evaplndirect: Indirect evaporative cooling system. For compliance calculation purposes, fixed values: SEER= 13.0; duct location= attic; di.Jct insulation R-value = 4.2 *Refer to California Energy Commission (CEC) publication Appliance Efficiency Regulations, P400-92-029 l0iergyPro 2.0 By BlergySoft User Number:2314 Job Number: PCD #:·99233 Page:13 of 17 INSTALLATION CERTIFICATE (Part 6 of 7) CF-6R Site Address Permit Number The following is an explanation of many of the input values required on this form: WATER HEATING SYSTEMS Distribution Systems: Refer to Residential Manual for more details. Recirc/Demand: Recirculation loo with demand control Water Heater. Type Information Needed Storage Gas, Oil or Electric Heat Pump Instantaneous Gas Instantaneous Electric Large Storage Gas Indirect Gas (Boiler) Energy Factor Yes Yes No Yes No No FENESTRATION I GLAZING Recovery Efficiency No No Yes No Yes Yes (AFUE) Standby Loss . No No No No Yes No Rated Input No No No No Yes Yes Fenestration: Windows, 91iding glass doors, french doors, skylights, garden windows, and any door with more than one square foot of glass Operator Type; Slider, himied, fixed U-Value: Installed U-Value must be less than or equal to value from CF-1 R OR · Installed weighted average U-Value for the total fenestration area is less than or eaual to value from CF-1 R SHGC: lnsalled SHGC must be less than or equal to value from CF-1 R OR Installed ~HGC for the total fenestration area is less than or equal to value from CF-1 OR An interior shading device, overhang, or exterior shading device is installed consistent with the CF-1 R Shading Device: Include when the buildlng comcfclied using an interior shading device: blinds, opaque roller shades, blinds ( o not list araperies). an exterior shading device: woven sunscreen, louvered sunscreen, low sun angle sunscreen, roll-down awnin~, roll-down blindes or slats (do not list bug screen), or an overhang (inclu e depth in feet !Energy Pro 2 .0 By Energy So1t User Number:2314 Job Number: PCD #: Q9233 Page:14 of 17 INSTALLATIPN CERTIFICATE (Part 7 of 7) CF-SR Site Address Permit Number The following is an explanation of many of the input values required on the Diagnostic portion of this form (page 3 of6): lYPE OF CREDIT Refer to Residential Manual Chapters 4 and 5 for more details: Reduced Duct Surface Calculated as the outside area of the duct. Areas must be measured and Area: verified by HERS rater. Improved Duct Location: Supply duct located in other than attic, as verified by location of registers (does not require HERS rater verification). Catastrophic Leakage: Pressure pan test reading must be less than 1.5 Pascal at a house pressure of25 Pascal. TX\/: Access cover required to facilitate verification. Infiltration Reduction: Infiltration is measured without mechanical ventilation operating. Mechanical ventilation is re!:juired for very tight house construction when credits for infiltration reduction using diainostic testing are ben~ used for achieving compliance. These very tight oused are defined as t ose with SLA of less than 1.5. The compliance documentation (CF-1 Ri will contain the measured CFM target value from a blower door test at 50 ascal pressure difference that represents this SLA of 1.5. Mechanical ventilation Is also required if the builder chooses to design the buildinfi to use mechanical ventilation and claims a credit for infiltration be ow an SLA of 3.0. The com~liance documentation (CF-1 R) will contain the measured CFM target va ue that represents this 3.0 SLA If the builder claims credit in a desi~n for infiltration reduciton that is at an SLA of3.0 or hiHher, and the actua measured SLA is 1.5 or greater, then mechanical ven ilatIon is not required. If the SLA in this case were below 1.5, then mitigation (such as mechanical ventilation) would be required. !energy Pro 2 .0 By energy Soft User Number:2314 Job Number: PCD #: 99233 Page:15 of 17 JiVAC SYSTEM HEATING AND COOLING LOADS SUMMARY PROJECT NAME DATE MSK Develooment,Seaview-Plan B 2nd Fir Guest Suite 11/28/1999 SYSTEM NAME FLOOR AREA Svs.1 580 S:NGINEERING CHECKS SYSTEM LOAD !Number of Svstems I 11 COIL COOLING PEAK COIL HTG. PEAK Heatint1 S'UStem . CFM Sensibl Lateot CFM Sensible Output per System 41,000 Total Room Loads· 1,445 11.249 886 370 10,958 Total Output (Btuh) 41,000 Return Vented Lighting 0 Output ( Btuh/sqlt) 70.7 Return Air Ducts 562 548 · Coolina Svmem Return Fan 0 0 Output per System 22,800 Ventilation 26 347 -21 26 1,003 Total Output (Btuh) 22,800 Supply Fan 0 0 Total Output (Tons) 1.9 Supply Air Ducts 562 548 Total Output ( Btuh/sqft) 39.3 TOTAL SYSTEM LOAD I 12,7211 a6sl I 13,0571 Total Output (sqft/Ton) 335.3 AirSudem 1 HVM' l=nl IIPMFNT ~l=I FITION CFM per System 1,315 ~ Airflow (cfm) 1,315 RHEEM RGPH-05NAU I RAKA024 11.710 10,926 Airflow (cfm/sqft) 2.27 Airflow (cfm/Ton) 692.1 Outside Air (!Yi) 2.0 Total Adjusted System Output I (.Adjusted 1or Peak Design Conditions:) 11,7101 10,9261 I 41 pool Outside Air (cfm/sqft) 0.05 TIME OF SYSTEM PEAK I .llL!g 212ml I Ja, 12 snl Note: values above civen at ARI _conditions EATING SYSTEM PSYCHROMETRICS (Airstream Temoeratures at Time of Heatina Peakl 34.0°F 68.9°F E8.9°F 97.8ct- Supply Air Ducts Outside Air 26cfm 97.4 Of Supply Fan Heating Coil I ROOMS I 1315cfm 69.6 CJ: 70.0°F Return Air Ducts ... OOLING SYSTEM PSYCHROMETRICS fAirstream Temoeratures at Time of Coolina Peakl 86.7 I 67.6 of 74.6 /63B°F 74.6163.9 C\=' 66 .4 / 61 .0 C\=' Supply Air Ducts Outside Air 26cfm Supply Fan Cooling Coil 66.8 I 61.1 °F 1315 cfm 57.4% R.H. I ROOMS! 74.4163.9 of 74.0 /637 °F Return Air Ducts ElergyPro 2.0 By _EhergySott User Number: 2314 Job Number: PCD #: 99233 Page:16 o1 17 IROOM LOAD SUMMARY PROJECT NAME DATE MSK Development,Seaview-Plan B 2nd Fir Guest Suite 11/28/1999 SYSTEM NAME. FLOORAREA Svs.1 580 RnnM I nAn ~IIMMARV ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK ZONE NAME ROOM NAME Mult. CFM SENSIBLE LATENT CFM SENSIBLE LATENT CFM SENSIBLE 2nd Floor -Guest Suite Zone 1 -2nd Floor 1 1445 11 249 836 1 445 11249 886 370 10958 PAGE TOTAL I 1,4451 11,2491 8861 3701 10,9581 TOTAL I 1.4451 11.2491 aa61 3701 10,9581 Energy Pro 2.0 By Energy Soft User Number:2314 Job Number. PCO #: 99233 Page:17 of 17 TITLE 24 REPORT · Project Designer: Lawrence Pepper Architects P.O. Box9593 Rancho Santa Fe, CA 92067 619.756.5817 Report Prepared By: Brian Bannock PACIFIC COAST DESIGNS 1611 So. Rancho Santa Fe Rd., Suite F2 SAN MARCOS, CA 92069-5157 (760) 471-9000 Job Number: PCD#: 99233 Date: 11/27/1999 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 1998 Building Energy Efficiency Standards. This program developed by Gabel Dodd/EnergySoft, LLC (415)883-5900. BlergyPro.2.0 By BlergySott Job Number: PCD #: 90233 . User Number:2314 · Cover Page Table of Contents TABLE OF CONTENTS Form CF-1 R Certificate of Compliance Form MF-1 R Mandatory Measures Checklist Form C-2R Computer Method Summary Form CF-6R Installation Certificate HVAC System Heating and Cooling Loads Summary Room Load Summary Blergy Pro 2 .0 By Energy Soft Job Number:PCD #: 99233_ 1 2 3 7 8 13 20 22 User Number:2314 Certificate of Compliance: Residential (Part 1 of 2) CF-1R MSK Development.Seavi eW-Plan C Custom Reside nee 11/27/1999 Project Title · Seaview Way Carlsbad Project Address PACIFIC COAST DESIGNS Documentation Author Computer Performance (760) 471-9000 Telephone 7 Date Building Permit # Plan Check I Date Field Check / Date Compliance Method (Package or Computer) Climate Zone Enforcement Agency Use Only GENERAL INFORMATION Total Conditioned Floor Area: Total Conditioned Slab Area: Building Type: (check one or more) [RI Single Family Detached (SFD) D Single Family Attached (SFA) D Multi-Family 4,328ft2 2,411ft2 D Addition Alone D Existing Building D Existing Plus Addition Front Orientation: All Four Orientations Floor Construction Type: [x] Slab Floor Number of Dwelling Units: 1 00 Number of Stories: 2 !RI Raised Floor BUILDING SHELL INSULATION Frame Const. Location/Comments Component T:r:1;1e .. . Tyee Assembly U-Value. (attic, garage, typical, etc.) Bl :3 ll!Lall l Um: ~ --.0..QflS. El!:tetbt ll!Lall Solid Wood Door Wood 0.387 Exterior Door R-30 Roof(R.30.2x12.16) Wood 0.035 Exterior Roof R-13Wal ~.13.2x4.16) Wood 0.083 Exterior Wall Tiled Slab ~ .o:7ss EX!,!osed Slab wlR-0.0 Perimeter Insulation Slab On Grade ~ 0.7$ Covered Slab wlR-0.0 Perimeter Insulation R19 Floor ov/ Unc Gar Wood 0.048 Exterior Floor I Over 012en S12ace ------ FENESTRATION a mu ev1ces Sh d" D • Type Orientation Area Labeled Fenestration Interior Exterior Overhang (SF) U-Value SHGC (roller blind etc.) (shadescreen etc.) Yes/ No Ercat --1.5... __o.sz --1llL Otallfltll El!.1"1 SCtflflD D Ix] Front 30.0 _Qfil _!llL Drai;ier:t: Bug Screen D 0 Etcat --1.UQ. -1l.fill __o.zz_ Ot!:illfltll El!.1"1 S!::tflf:D D Ix] Left 33.0 _Qfil _!llL Drai;ier:t: Bug Screen D 0 Left 54.5 _.Q..§Q _JJ.1L Dral,!er:i:: Bug Screen D 0 Lflft _!OJl. -.0..55 __on_ 0[!:illfl[ll El!.1"1 SCtflflD D Ix] Rear 49.5 .o.57 _JJ.1L Dral,!er:i:: Bug Screen D 0 Rear 176.0 _.Q..§Q _!llL Dral,!er:i:: Bug Screen D 0 Rear 96.0 _fil§ _!llL Dral,!er:t: Bug Screen D I[] Right 93.0 ___Q_.§Q _!llL Drai;ier:t: Bug Screen D 0 Left 24.0 _Qfil _!llL Dral,!er:i:: Bug Screen IRl D Left 40.0 _fil§ _!llL Drai;ier:t: Bug Screen IRl D Run:.·· . Timf!• 11 i,~11110 .... ,n,.,.,., D11nrn.tD• EnemvPro 2.0 Bv EnemvSoft User Number:2314 Job Number: PCD #: gg233 Side Fins Yes/ No D Ii] D [R] D Ii] D [R] D [R] D Ii] D [R] D [R] D 1K] D [R] D [R] D 1K] Pa<1e:3 of 23 Certificate of Compliance: Residential (Part 1 of 2) CF-1R MSK Development.SeavieW-Plan C Custom Residence 11/27/1999 Project Title Seaview Way Carlsbad Project Address · PACIFIC COAST DESIGNS Documentation Author Computer Performance Date Building Permit # (760) 471-9000 _ Telephone Plan Check I Date 7 Field Check I Date Compliance Method (Package or Computer) Climate Zone Enforcement Agency Use Only GENERAL INFORMATION Total Conditioned Floor Area: Total Conditioned Slab Area: Building Type: (check one or more) IR] Single Family Detached (SFD) D Single Family Attached (SFA) D Multi-Family 4,328ft2 2,411ft2 D Addition Alone D Existing Building D Existing Plus Addition Front Orientation: All Four Orientations Floor Construction Type: [x] Slab Floor Number of Dwelling Units: 1 00 Number of Stories: 2 [R] Raised Floor BUILDiNG SHELL INSULATION Const. Component .Frame Assembly Location/Comments T~~e Tyee U-Value (attic, garage, typical, etc.) -----------·-,------------- -----·- ----- FENESTRATION a ma ev1ces Sh d" D • Type Orientation Area Labeled Fenestration Interior Exterior Overhang Side Fins (SF) U-Value SHGC. (roller blind etc.) fshadescreen etc.l Yes/ No Yes/ No ~!;lfl[ ~ __Q.filJ -1l1L Drar;i1:irii: Elug S~r!:l!:l!l Iii D D Ii] ------D D D D -·------D D D D ------D D D D ---·-D D D D --·-----D D D D --D D D 0 ----D D D D ------D 0 0 0 ----D D D D ----D 0 0 0 --__ , a D 0 0 D11n,. • . . Tim .. • 44 l'>it/Qo ni:.nJt,i::!R D,.n rn,la• - EheMu Pro 2 .0 Bu EneM"So1t User Number:2314 Job Number: PCD #: gg233 Paae:4 of 23 Certificate of Compliance: Residential . (Part 2 of 2) CF-1R MSK Development.Seaview..Plan C Custom Residence 11/27/1999 Project Title Date HVAC SYSTEMS Heating Equipment Type (furnace, heat pump, etc.) Note: Input Hydronic or Combined Hydronic data under Water Heating·Systems, except Design Heating Load. M. . Distribution m1mum Type and Duct or Efficiency Location Piping Thermostat (AFUE/HSPF) (ducts, attic, etc.) R-Vafue Type Location/ Comments Central furnace 81 % AFUE Dm:ts io Attic 42 42. __ s""et ... b .... au...CL.k ---Sy'J"s ........ 1 _______ _ Cellt~al Fi ,~nace 81 % AEI IE D11ds io Attic __ s ... et ... b .... a .... cL.k __ ..,.Sy,,..s ........ 2 _______ _ Cooling Equipment Minimum Duct Type (air conditioner, . Efficiency Location Duct Thermostat Location/ heat pump, evap. cooling) (SEER) (attic, etc.) R-Value Type Comments S~ll ,!},j[ Ccm:lliCDfl[ ::10 Q SEER Duds io Attic 42 Setback Sys: 1 Spit .C.ir Ccodiiooer 10 0 SEER Ducts: in Attic 42 Setback Sys: 2 WATER HEATING SYSTEMS Water Heater System Name Water Heater Distribution Rated 1 #in Input Syst. Btu/hr Tank Energy Fact~ 1 External Cap. or Recovery Standby Tank lnsul. Type Type (gal) Efficiency Loss (%) R-Value R~HE~E-M-4-4~Y-4~C-~1 ____ SmaUGas ______ ,2__ 4apaa _..39., --0~6~3..__ __ __..o ... (e_ 1 For small gas storage (rated inputs of less than or equal to 76,000 Btu/hr), electric resistance and heat pump water heaters, list energy factor. For large gas storage water heaters (rated input of greater than 76,000 Blulhr), list Rated Input, Recovery Efficiency and Standby Loss. For Instantaneous gas water heaters, list Rated Input and Recovery Efficiency. REMARKS ale is based on : 4,328 F Custom Home, story. 1 =2411, 2=1917 HIS TITLE 24 ENERGY ANALYSIS IS FOR DESIGN & BID PURPOSES NL Y. FINAL SPECFlCA TION & LIABILITY OF EQUIPMENT & COMPLIANCE STATEMENT o(a This certificate of compliance lists the building features and performance specifications needed to comply with TIiie 24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responslblity. V\lhen this certificate of. compliance is submitted for a singe bulding plan to be built h multiple orientations, any shading feature that is varied is Indicated In the Special Features/Remarks section. Designer or Owner (per Business & Professions Code) Do~umentation Author Name: ________________ Name: ..,.B,..,ria .... a ... ea....._.n...,nc...,c""'k ___________ _ Title/Firm: Lawrence Pepper Architects Title/Firm: .._PAci.C,..l..,fl.,...C.,.C.,.O""A""ST......,DE...,S,..IG..,N""s..__ _______ _ Address: P 9 Box 9593 Address: -1511 So Rancho Santa Fe Rd, Suite f2 Rancho Santa Ee, CA 92007 SAN MARCOS, CA 92069-5157 Telephone: 619.756.5817 Telephone: ...,(Z .... 6...,0) ... 4~Z .... 1--8,..,0Q..,,Q'------------- Lic. #. (signature)· Enforcement Agency Name: (date) Title/Firm: _________________ _ Address: Telephone: ______ '------------ Energy Pro io By Energy Soft User Number:2314 (signature) (date) date Job Number: PC D #: 99233 Page:5 of 23 Certificate of Compliance: Residential (Addendum) CF-1R MSK Development,Seaview-Plan C Custom Residence 11/27/1999 Project Title · Date Special Features and Modeling Assumptions The local enforcement agency should pay special attention to the items specified in this·checklist. These items require special written justification and documentation, and special verification to be used with the performance approach. The local nt det . th d ofth • stifi at· d . ct b "Id" d . that oth . enforceme agency ermines ea equacy e JU 1c 10n, an may reJe a UI mgor es1gn erw1se comolies based on the adequacy of the special justification and documentation submitted. Plan Field HIGH MASS Deslgn(see C-2R) -Verify Thermal Mass: 142 sqft Masonry Veneer nterior Mass, 2.00" thick at 1st Floor- HIGHMASS-Desigh(see C-2R) -Verifv Thermal Mass: 796 saft Excosed Slab floor. 5.50" thick st 1st Floor-Fam Liv Kl Din 64 5 HIGH MASS Deslanrsee C-2R)-Verify Thermal Mass: 1615 saft covered Slab Floor 4.00"thlck at 1st Floor-Fam Liv Kit Din B4 5 HIGH MASS Deslgn(see C-2R) -. Verify Thermal Mass: 105 sqft Tile in Mortar Interior Mass, 1.50"thick st 2nd Floor -MBed, Bed 2,3 HIGH MASS Deslgn(see C-2R)-Verify Thermal Mass: 80 sqft Masonry Veneer lrterior Mass, 2.00" thick at 2nd Floor -MBed, Bed ',3 HERS Required Verification These features must be confirmed and/or tested by a certified HERS rater under the supervision of a CEC approved HERS provider. The HERS rater must document the field verification and ciagno~ic testing of these measures on a form 'l"'Pftffl Field ' Run Initiation Time: 11/26/99 06:04:58 Run Code: 943625098 Energy Pro 2 .0 · By Energy Soft User Number:2314 Job Number: PCD #: 99233 Page:6 of 23 Mandatory Measures Checklist: Residential MF-1R NOTE: Lowrise residential buildings subject to the standards must contain the~ measures regardless of the compliance approach u Items marked with an asterisk (') may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parti as binding minimum component specifications. DESCRIPTION Instructions: Check or initial applicable boxes or enter NIA if not applicable. Building Envelope Measures Z]•l150(a): Mnimtm R-19 ceiilng insulation in wood frame assembly, or equivalent U-vaiue. -I 150(b): Loose fill insulation manufacturer's labeled R-value. = X *I 150(0): Mnimtm R-13 wall insulation in framed wails or equivalent U-vaiue. ~ ..,K *I 150(d): Mnimtm R-13 raised floor insulation in wood framed floors. D I 1500): Slab edge insuild:lon • water absorption rate < 0.3", water vapor transmission rate < 2.0 pennllnch. [Z] 1118: insulation specified or installed meets quality standards. Indicate type and fonn. ZJ I 116-17: Fenestration Products, Exterior Doors and lnfiltration/Ediltration Controls 1. Manufactured fenestf3!:ion products labeled with certified U-vaiue, SHGC, and infiltration certification. _ 2. Exterior doors and windows weatherrtiipped; all Joints and penetrations caulked and sealed. l150(g): 'wporbarriers mandatory in Cimate Zones 14and 16 only. = 1150(1): Special infiltration barrier installed to comply with Section 151 meets Commission quality standards. :==x l150(e): installation of Fireplaces, Decorative Gas Appllancesand Gas Logs. -1. tvtlsonry and-factory-built 1il"E!places have closable doors. outside air intake with damper and control, and flue damper and control; 2. No continuous burning gas pilots allowed for fireplaces, decorative gas appliances and gas logs. Space Conditioning, Water Heating and .Plumbing System Measures IRJ 1110-13: HVAC equipment, water heaters, showerheads and faucets oertified by the Commission. lZJ I 150(h): Heating and/or cooling loads calculated in accordance with :ASH RAE, SMAC NA or Al:, CA ~ 11500): Setback thermostat on all applicable heating and/or cooling systems. ~ 11500): Pipe and Tank Insulation 1. Storage gas water heaters with len than O .68 energy factor shall be externally wrapped with R-12. 2. Back-up tanks for solar system, unfired storage tanks, or other indirect hot watertanks have R-12 external insulation or R-6 combined intemallextemai insulation, piping between heat source and tank insulated. 3.insulation on the first 5' of pipes closest to water heater tank, non-recirculating systems (R-4 or greater), buried or exposed piping in recirculating sections of hot water systems, cooling system piping below 55 deg F. IRJ*l150(m): Ducts and Fans 1. Ducts oonstruoted, installed and sealed to comply with current UMC Sections 601 & 603; Insulated to a minimum R-4.2" or enclosed entirely within conditioned space. Connections of metal ducts and inner core of flex ducts mechanically fastened. Openings sealed with mastic, tape, aerosol sealant or other duct closure ·system that meets the applicable UL 181. Openings greater than 114 inch sealed with a combination of mastic and either mesh or tape. Insulated flexible duct is marked with R- v-1lue-every 3 feet. 2.Factory-fabricated duct and closure system Qncluding collars, connections and splioes)compiy with UL 181; pressure- sensitivetapes, heat-activated tapes, and mastics comply with UL 181. 3. Field-fabricated Duct Systems. a. Factory-made rigid fiberglass and flexible ducts comply with UL 181, pressure-sensitive tapes, mastics, aerosol se,!lants r other closure systems meet the applicable requirements of UL 181, UL 181Aor UL 181 B. b. Mastic sealants, mesh, and pressure-sensitive tapes comply with applicable UL 181. Mesh and mastic non-toxic.water nisistant and rated for exterior use. c. Orawbands used with flexible ducts shall be either stainless-steel wonn-drive hose clamps or U\Jresistant nylon duct ties, have a minimum tensile strength rating of 150 pounds, tightened with adjustable tensioning tool. d. Aerosol-sealants meet applicable UL 181 requinnents, applied per manufacturer specifications, and any tapes or mastics used in .combination meet UL 181. 4. Bchaust fan systems have back draft or automatic dampers. 5. Gravity ventilating systems have either automatic or readily accessible, manually operated dampers. 0 1114: Pool and Spa Heating Systems and equipment 1. Certified with 78 4' thermal efficiency, on-off switch, weatherproof instructions, no pilot or electric res!stance heating. 2. System is installed with at least 36" of pipe between filter and heater, cover for outdoor pools or spas. 3. Pool system has directional inlets and a circulation pump time switch. lZ] 1115: Central Furnaces, pool heaters, spa heaters or household cooking appli,mqes have no constant pilot light. Lighting Measures _ IRJ 1150(1<): 40 lumensl\uatt or greater for general lighting in kitchens arid rooms with tubs or showers (alternative: in laundry, garage, etc. with all outdoor lighting mounted to the bullding 40 lumensMl'att or equipped with motion sensor): and recessed incandescent ceiling fixtures are IC Qnsulation cover) approved. 8-tergy Pro 2 .0 By 8-tergy Soft User Number: 2314 Job Number: PC O #: 99233 DESIGNER ENFORCEMEN1 Page:7 of 23 I Computer Method Summary (Part 1 of 3) MSK Development,Seaview-Plan C Custom Residence 11/27/1999 Date Project rrtle Seavi ew Way Carlsbad . Project Address PACIFIC COAST DESIGNS Documentation Author Com12uter Performance compliance Method (Package or Computer) Source Energy Standard Facing Use (kBtu/sf-yr) Design North Mar in Space Heating Space Cooling Domestic Hot Water Totals (760) 471-9000 Telephone 7 C1matezone Building Permit # Plan CheckiDate Field checkiuite This C-2R summarizes the-results of a four cardinal orientation analysis. The pages that follow describe the front facing North occurence. This plan has been analyzed with identical features in all orientations. GENERAL INFORMATION Conditioned Floor Area: 4,328 Building Type: Single Fan:i Det~ched Building Front Orientation: All Four Onentat1ons Number of Dwelling Uni1s: 1.00 Humber of Stories: 2 Floor Construction Type: @ Slab.Floor UU Raised Floor Total Conditioned Volume: 38,952 Slab Floor Area: 2,411 C-2R BUILDING ZONE INFORMATION # of Thermostat Vent Zone Name Floor Area Volume Units OPAQUE SURFACES Act. T' e Area U-Val. Azm. Tilt .l8i.all_ Hl6 0 085 -2ZO. -91. 0 '38Z --2ZO---9l. 0 035 ------0.. ---0. 0088 .--AS.-91. 038Z ___ll.5_-91. 0088 ____a_-91. 0 088 _____so_ -91. _0088 ----180..-91. 0085 --210..-91. 0 38Z --210.. -91. 0 088 --2ZO. -91. 0 0118 ___n, ~ 0035 -.0----0. 0 088 ___n, -91. 0000 __..90..-91. 0 088 --1Bl.. -91. 0 38Z ---180.. -91. 0088 _2ZC.,_91. .Dool:-21 Root-668 Wall-92 .Dool:-35 .l8i.all_ 2Z.4 lAfalL_ 390 lAfalL_ 3116 .l8i.all_ 33 .Dool:-0 .l8i.all_ 3311 .Elaat-562 ~ ~ ,9~Z Wall-328 .l8i.all_ 5211 Wall-:llll .Dool:-jz .l8ia,L_ 6~ --------------~-----____ .,;.. _____ _ --------------------------------------------------------------- 2djj I 21 699 I _a_ss_' -~.~z ~Z,253 --0.44- Form 3 Reference -R13 Well Cllllc Solid Wood Door R-13 Wall ON 13 2x4 1 Ev Solid Wood-Door R13Wall ('N132x41~ R-13 Wall ON 132X4 1 Ev iM 3 wan QN j 3 2x4 rn) R13Wall fl loc Solid ll\lood Door R 131/Vall ('N132x416~ Rj 9 floor nvf I Inc Gar R-30 RoatCR 30 2x12 1 s;, R.13wa11 Q{Yj3 2xll 16) R 13 Wall ('N13 2x4 16) R 13 mean f.'N 1 32x4 16~ Solid Wood Door R-13Wall QNB2xll16) Energy Pro, 2 .0 By Energy Soft User Number:2314 ZoneTyee T~ee Hgt. Area Conditioned Setback ___a _.o/.a Colldaiolled -Setback ----8 --Ala Location / Comments Zone 1 1st Floor Zolle 1 1st floor Zone 1 1st Floor Zone 1 -1st floor Zone 1 1st Floor Zone 1 1st Floor Zone 1 -1 st floor Zone j -j st floor Zone 1 -jst floor Zoi:ie 1 1 st Floor Zoi:ie 1 1st Floor Zooe 2 -2nd floor ZoAe 2 2Acl Floor Zooe 2 -2nd floor Zoi:ie 2 2Acl Floor Zoi:ie 2 21lcl Floor Zooe 2 -2nd floor Zone 2 -2nd floor Page:8 of 23 f Computer Method Summary (Part 2 of 3) C-2R MSK Development,Seaview-Plan C Custom Residence Project Title FENESTRATION SURFACES U-Value # Type Area ~ viandow Front (~lortl:least) -.:/.4 ....a.sio. 2-\Nindow front (North) __L5_ .-0.5Zll. .a.. \IMndow front (North) _..4.5.. .-0.5Zll. L V\l!ndow Front (North) ---1e.Q. 0.600 .5... '11\/!odow Front (North) --18.11. -1lrn .a_ '11\/!odaw Front (Nort~ _..4.5.. ..1l5ZO.. L. '11\/!odaw Front (North) _.311. ..1l5ZO.. .IL V\l!ndow Front CNorthl ___j1.;Q_ ...Q&!.Q. ,s.._ V\iindow front (North) _i2Q. _QfillQ_ 40 Wodaw fcoot (North) __.a..a. .:..a.sza. .11 \Niodow I eft . (Fast) _.z..s. ..1l5ZO.. .12 \Nindow Lett (Eost) -36.0. ...o.wL .13. '11\/!odow I eft (Fast) __an_ ..1l5ZO.. .14. \Nindow Lett (Eu\) ~ _Q,55.Q_ j5 \IMndow Rear (South) _..4.5.. .-0.5Zll. .1B \IMndow Rear (South) _..4.5.. .-0.5Zll. il \IMndow Rear (Sm.¢h) _..4.5.. _o.sza_ .16. \Nindow Rear (South) ----1.a.ll. ...o.wL .til \IMndow Rear (South) ~ _QfillQ_ 2ll \/IJJndow Rear (South) ----1.a.ll. ...o.wL .21 V\l!ndow Rear (South) ~ 0.600 22 Wodaw Rear (Sor¢~ --12.Jl.-..1l5ZO.. 23 V\l!ndow Rear (South) --12.,Q_ 0.570 .2! \Nindow -Rear (South) ......!8..0.. ~ .25. \Nindow Rear (South) --4B.O. _Q,55.Q_ 26. \IMndow Rear (South) ~ _QfillQ_ 27 V\l!ndow Right (V\fest) 18.0 _ 0.600 28 V\l!ndow Right (V\fest) 24.0 0.600 · 29 \l\l!ndow Right .(VI/est) ---1e.Q_ o:600 SHGC 077 077 077 0.77 on ozz ozz 0.77 077 ozz ozz 077 ozz 077 077 077 077 077 077 077 0.77 ozz 0.77 077 077 077 0.77 0.77 0.77 Date Act. Glazing Type Azm. Tilt_ -.45---90 0011ble Clear Oeta• ,11,FMQ __o__ ----9fl Double Cfear Detautt(RV\O __o__ ----9fl Double Cfear Detautt(RV\O __ o _ _fill, Double Clear Default(RW) --1L _so, Double Clear Default(RVIQ --1L --9Cl D011ble Clear Defa11lt(RW) --1L --9ll Double Clear DefaJJlt(RVIQ __ o _ _fill, Double Clear Default(RW) ~ ----9fl Double Clear Detautt(RV\O --1L -,-SO. Double Cleric Defe11lt(RW) _.sa.. --9ll Dollble Clear Default(RW) _..s.a.. ----9fl Double Clear Oetoutt(RV\O _.sa.. --9ll Double Clear Deta11lt(RVIQ _..s.a.. ----9fl Double Clear Petoutt(RIN) __iaa.. ----9fl Double Clear Qefautt(RV\O _.18lL ----9fl Double Clear Qefautt(RV\O __iaa.. ----9fl Double c1earDefautt(Ri/lD _iaa.. ----9fl Double c1ear Detautt(RIN) __iaa.. _go_ Double Clear Qefautt(RV\O _.18!L _.oo Double Clear Detautt(RV\Q ---1§Q_ _fill, Double Clear Default(R\AI) _jfilL _.9fl Oo11ble Clear Deta111t(RW) ---1§Q_ _fill, Double Clear Default(RW) _.18!L _.oo Double Clear Petautt(RIN) __iaa.. ....;....J;ll) Double Clear Qetautt(RVll) . __iaa.. _.w Double Clear Detautt(RIN) _1lQ_ ~ Double Clear Default(R\IV) ~ _.fill. Double Clear Default(RVV) _2l.Q._ _.fill. Double Clear Default(RW) 11/27/1999 Location/ Comments Zone 1 1 s:t Fl00r Zone 1 -1st floor Zone 1 -1st floor Zone 1 -1st Floor Zooe 1 -1st floor Zooe 1 -1st floor Zooe 1 -1st Eloor Zone 1 -1st Floor Zone 1 -1 st floor Zooe 1 -1 ;st floor Zooe 1 -1st floor Zone 1 -1st floor Zooe 1 -1st Eloor Zone 1 -1st floor Zone 1 -1st floor Zone 1 -1st floor Zone 1 -1st floor zone 1 -1st floor Zone 1 -1st floor Zone 1 -1st floor Zone 1 -1st Floor Zooe 1 -1st Eloor Zone 1 -1st Floor zone 1 -1st floor zone 1 -1st floor Zone 1 -1st floor Zone 1 -1st Floor Zone 1 -1st Floor Zone 1 -1st Floor INTERIOR AND EXTERIOR SHADING Window Overhang Left fin Right Fin # Interior Shade Type SHGC Exterior Shade Type SHGC Hgt Wd. Len. Hgt. LExt. RExt. Dist. Len. Hgt. Dist. Len. Hgt. j_ Drapery 0.68 =-B ... ug.._S ___ c"'r __ e __ en ___ ·_____ 0.76 _______________________ _ l... Drapery 0.68BugScreen 0.76 __ _ _ __________________ _ ~ Drapery 0.68 Bug Screen 0.76. _______________________ _ .L Drapery __o.a:i Bug Screen _o..za _______________________ _ .s_ Drapery __o.a:i Bug Screen _o..za _______________________ _ .§_ Drapery __o.a:i Bug Screen ...Q16.. _______________________ _ L Drapery __o.w Bug Screen _o..za _______________________ _ .!L Drapery ~ Bug Screen 0:76 ,s.._ Drapery __o.w Bug Screen _o..za _______________________ _ 10. Drapery __o.w Bug Screen _o..za __ _ _ __________________ _ .11 Drapery 0.68 Bug Screen 0.76 _______________________ _ 12 Drapery 0.68 Bug Screen 0.76 _______________ _ ,ll Drapery 0.68 Bug Screen 0.76 __________________ _ .1i Drapery o.OOBugScreen 0.76 ___________________ _ 15 Drapery · 0.68 Bug Screen 0.76 ___________________ _ .1§. Drapery 0.68 Bug Screen 0.76 ___________________ _ .11 Drapery 0.68 Bug Screen 0.76 ___________________ _ .1§. Drapery 0.68 Bug Screen 0.76 . __ _ _______________ _ j,g Drapery 0.68BugScreen 0.76 _______________________ _ 20 Drapery 0.68 Bug Screen 0.76 _ __ __ _ _ ____________ _ 21 Drapery 0.68 Bug Screen 0.76 ___________________ _ 22. Drapery _o.m Bug Screen _o..za _______________________ _ 23 Drapery 0.68 Bug Screen 0.76 ___________________ _ .2! Drapery _o.m Bug Screen _o..za __ __ __ __ __ __ __ __ __ -__ _ .25. Drapery ___o.oo Bug Screen _o..za ____________________ _ 26 Drapery 0.68 Bug Screen 0.76 _______________________ _ 27 Drapery 0.68 Bug Screen 0.76 _______________________ _ 28 Drapery ...Q..oo.Bug Screen 0.76 ___________________ _ .29. Drapery ___o.oo Bug Screen _o..za -__ __ __ _ ___________ _ energy Pro 2 .0 By energy Soft User Number:2314 Page:9 of 23 Computer Method Summary (Part 2 of 3) C-2R MSK Development.Seaview-Plan C Custom Residence 11/27/1999 Proj eot 1itl e · FENESTRATION SURFACES U-Value # Type Area SHGC .30 IA4nc:101~1 ·iigl:lt ~A/est) --8.0. --O.S00-. oii .31 ~cfclll! Ecaat (lllQi:ib) __l.5. ....a.5ZO.. Q zz .32. 'iei!lodolll! froct (l!Jolib) _M ....Q.6.ClO. ozz .33. Wlc!!;low Front (Ngijh) _li.Q_ _Q.§_QQ_ 0.77 .34 \Ll4odow Emal: · (tJodb) --2ll.a. ...o.soo.. azz .35 \Ll4cdaw I aft (Ea<>f) _L5., ..!l5ZD.. azz .36 \Ll4odow I e1t (East) -----811. ...o.soo.. a zz 37 wtadow Left (~as!) ......12Q. .Jlfil.Q. 0.77 .Ja. Wocialll! Lett (Ea~) -12.D.. ....a.5ZO.. ozz ,39. 'l&lndollll: I eft (Etisl) _.s..n. __asm_ azz A£l \Ll4odow I eft (East) ___10..5. ...o.soo.. azz M. ~dQl,!l,! Left (l;c;$1) _jQ.Q_ _Q.55Q. IJZZ .42. \Ll4odow Eear (Soulb) _..z.a.. ...o.soo.. azz .!l Wnao!ll.! Beer: (Saulb) _.ao.. ....a.5ZO.. ozz M Wnaa!ll.! Beiat (Saulb) _.ao.. ....a.5ZO.. IJZZ AS. 'iei!lnaolll! B~11r (Soulb) ---15.CI.. ..Ji&lo.. ozz ~ Wnaalll! Bc11r (Saulb) -1S..O.. _o.saa.. OZZ AZ Wnaolll! Beiat (Sautb) -1S..O.. ...o.allC.. ozz A.a ~dol[l! Beat (Soutb) --20..0.. _o.saa.. orz ~ wnaolll! Bear (Soutb) _2Q..Q. ...o.allC.. Q zz .50. Window Rear (South) __jM 0.600 0.77 .51. 'l&lodow El~bl ~:~ ___jl].Il, _asm ozz 52 Window Ri)rt _JtQ. 0.600 0.77 .5l VV!ndo~ Bfgtlt ~st) _LQ.. _Q,6QQ_ ozz -----·-.- INTERIOR AND EXTERIOR SHADING # Interior Shade Type SHGC Exterior Shade Type 30 Drapery · ..fil. Drapery ~ Drapery .33. Dtspery .M Dttipery 35 Dtapery 36 Dtapery 37 Drapery .Ja. Dttipary ~ Drapery 40 Drapery ..11 Drapery 42 Drapery 43 Drapery 44 Drapery 45 Drapery 46 Drapery 47 Drapery 48 Drapery 49 Drapery 50 Drapery· .51 Dttipery 52 Drapery .53 Dtapery 0.68 Bug Screen 0.68 Bug Screen 0.68 Bug Screen -11.63 Bug screen ~ Bug Screen . _ll.!i3 Bug Scteieo -.0..fa Bug Scraen 0.68 Bug Screen. _ll.fa Bug Screen _ll.!i3 Bug Screen 0.68 Bug Screen _QJl!! Bug Screen 0.68 Bug Screen 0.68 Bug Screen 0.68 Bug Screen 0.68 Bug Screen 0.68 Bug Screen . 0 .68 Bug Screen 0.68 Bug Screen 0.68 Bug Screen 0.68 Bug Screen __..ll.lfl Bug screen 0.68 Bug Screen -1l.a3 Bug Screen ------------· ---------- Energy Pro 2.0 By EnergySoft User Number:2314 Date Act. Glazing Type Location/ Azm. Tilt Comments --2m----90 D011ble Clear Oeta11lt(~lli;) Zone1 1st Floor __a_ _..9Q Qauble Ck:lat Qetaul!(B'll!O Zane 2 -2nd flcor __a_ ---90. Double Clear Qefaul!(B'll!O zone 2 -2nd floor _· __ o_ ~ Double Clear Default(B'.!lil Zone 2 -2nd Floor --1L _.sa Do1ible Cleac Defa111!(8'.!8Q Zooe 2 -2od Elooc __go_ _.sa Double Cleac Default(B:'.l8Q Zone 2 -2nd Elooc __go_ _.sa ·co11ble Cleat Defa111!(8'.!8Q Zooe 2 -2od float ~ ~ Double Clear Default(B'.!l!ll Zone 2 -2nd Floor -9.0.. _..9Q Qouble Claar Qafaul!(B'll!O zone 2 -2nd floor ...:___sa_ _.so. Do11ble Cletic Deft111lt(lil8Q · Zone 2 -2nd floor __go_ _.sa Double Clear Default(lil8Q Zone 2 -2nd Floor -9.0.. _sa Qaublc Clecic Q~fcul!(B'll!O Zone 2 -2nd Eloar --180.. _.sa Doi 1ble Cleac Defa111!(8'.!8Q Zooe 2 -2nd floor _ioo... _sa Qoublc Clecic Qefcul!(B'll!O Zone 2 -2nd floor _ioo... ---9ll Qouble Clear Qefaul!(B'll!O zone 2 -2nd floor _ioo... _sa Qouble·Clc11r Qef11ul!(~ Zone 2 -2nd flaor _1BO.... _..9Q Qouble Claar Qaf11ul!(B'lll0 zone 2 -2nd floor _ioo... _sa Qauble Clear l:!ct11ul!(~ Zane 2 -2nd floor _1BO.... _sa Qouble Clear Qafaul!(B'll!O Zone 2 -2nd floor _100... _sa oo_unre C!=at Qeftiul!(B'll!O Zone 2 -2nd floor ___jfilL ~ Double Clear Default(R\llfl Zone 2 -2nd Floor _.2ZO.. _.sa Double Cleac Defa11IICB:'.l8Q Zooe 2 -2od Elooc _1lQ_ ~ Double Clear Default(B'.!lil Zone 2 -2nd Floor _2m. _sa Rouble !:leat Qettiutt(~ zone 2 -2na floor -----------------------------·- Window Overhang I eft fin Right fin SHGC Hgt. Wd. Len. .Hgt.. LExt. RExt. Dist. Len. Hgt. Dist. Len. Hgt. o~------------0.76 ------. ---------------~ .. ·=. ==. ==== __o.za, __ . --------- __o.za,_ . ----------__o.za, ___________ _ 0.75 6,0 2.0 6.0 0.1 6.0 6.0 _____ _ _o.za,_6'..0 ...2.0 _a.a _ru _au ....6..0 - - - - - -_o.za ___________ _ .0.75 0.75 6.7 6.0 6.0 0.1 6.0 6.0 _____ _ o~------------o.75 0.76 --.-------------------- 0.76 0.76 5.0 3.0 10.0 0.1 10.0 10.0 _____ -· 0.76 5.0 3.0 10.0 0.1 10.0 10.0 0~ . ------------... ----------------0~------------0.76 5.0 3.0 10.0 0.1 10.0 10.0 _____ _ __o.za,. __________ _ 0~ -----------__o..:za, _____ . ------ ----. ---------. ------ Job Number: PCO #: 00233 Page:10 of. 23 Computer Method Summary (Part 3 of 3) C-2 R MSK Development,Seaview-Plan C Custom Residence 11/27/1999 Project Title Date THERMAL MASS FOR HIGH MASS DESIGN Area . Thick. Type (sV Qn.) Heat Cap. Cond. Form 3 Reference Inside R-Val. Location Comments .,.M..,as,.._o.,..nr'¥y...,,Yc.cAu,ne""e._r ___ --142 ...2.00. Ctmccete, Heavyweigbt -196 ..5.5ll Cooccete, Heavyweght ...1.,615. ..A.OCl .... n ... re..,..jn...,Mw.o..,.rta..,,r_____ ~ ..i50. wMl:llaS:wo1.11or:,ii;yJY~eouce:aer'-------6Q ...2!lO. F2 -0.62 --------..n..sa ..n..sa Ua:L--------..a.az. ~nt-a _______ _ Jl.6.2. ...,n/..,a _________ _ Insulation PERIMETER LOSSES Type Length Factor R-Val. Depth Location / Comments Slab Perimeter Sleb Perimeter: _.2Z .D..Z6. _o_a_ __a_ Zooe 1 ~ 1st Floor _j!i6 ..D..26. _o_a_ __a_ Zooe 1 -1st floor HVAC SYSTEMS Heating Equipment Type (furnace, heat pump, etc.) . Central ft roace Central EY:nace Minimum Distribution Type Efficiency and Location (AFUEiHSPF)(ducts/attic, etc.) 81% AEIIE Duds io Attic 81$ ,:BFUE Ducts in Attic Hydronic Piping System Name Pipe Pipe lnsul. Length Diameter Thick. Cooling_ Equipr_n_ent Type (air tond1t1oner, heat pump, evap. cooling) Split Air Cooditlooec Spllt Air conditioner WATER HEATING SYSTEMS Water Heater System Name RHEEM 44V40-1 Minimum Duct Efficiency Location (SEER) (attic, etc,) 10 OSEER Quctsio Attic 10 Q SEER Ducts in Attic Water Heat.er Distribution Type Type SmaH Gas Duct Thermostat R-Value Type Setback Setback Duct Thermostat R-Value Type __A.2-Setback ....A..L Setback Rated1 Tank #fo IEhut Cap. Syst. ( tu/hr) (gal) -2._ ~o.ooo :39 Zone 1 -1 st floor i lcrterior Mass Zone 1 -1st floor t Slab on Grade Zone 1 -1st floor i Slab oo Grade Zone 2 -2nd Floor f Interior Mass Zone 2 -2nd floor t lcrterjor Mass Location/ Comments Sys 1 Sys 2 Location/ Comments Sys 2 Energy Fact~ 1 Tank lnsul. or Recovery Standby R-Value Efficiency Loss (%) Ext. Q63 nta nta 1 For smal gas storage (rated input<= 75000 Btu/hr) electric resistance and heat pump water heaters, list energy factor. For large gas storage water heaters (r81ed input> 75000 Btu/hr), list Rated Input, Recovery Efficiency and standby Loss. For instantaneous gas water heaters, list Rsed Input, and Recovery Efficiency. REMARKS Run Initiation Time: 11/26199 06:04:58 Run Code: 943625098 Ene Pro 2.0 B Ene Soft User Number:2314 Job Number: PCD #: 99233 Pa e:11 of 23 Computer Method Summary (Addendum) C2-R MSK Development,Seaview-Plan C Custom Residence 11/27/1999 Project Title Date Special Features and Modeling Assumptions The local enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification to be used with the performance approach. The local enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise comDlies based on. the adequacy of the special justification and documentat.ion submitted~ Plan field HIGH MASS Design(see C-2R) ~ Verify Thermal Mass: 142 sqft Masonry Veneer nterior Mass, 2.00" thick at 1st Floor- HIGHMAss"'o~siah(see C-2R) -Verify Thermal Mass: 796 sqft Exoosed Slab Floor 5.50" thick ai 1st Floor-Fam Liv Kl Din 84 5 HIGH MASS Deslan(see C-2R)-VerlfY Thermal Mass: 1615 sqft Covered Slab Floor 4.00"thlck at 1st Floor-Fam Liv Kit Din 84 5 HIGH-MAss·Design(see C-2R) -Verify Thermal Mass: 105 sqft Tile in Mortar Interior Mass, 1.50" thick at 2nd Floor -MBed, Bed 2,3 HIGH MASS Deslgn(see C-2R)-Verify Thermal Mass: 80 sqft·Masonry Veneer lrterior Mass, 2.00" thick at 2nd Floor -MBed, Bed ,3 HERS Required Verification These features must be confirmed and/or tested by a certified HERS rater under the supervision of a CEC approved HERS provider. The HERS rater must document the field verification and diagnostic testing of these measures on a form f''f'MII Field Run Initiation Time: 11/26/99 06:04:58 Run Code: 943625098 Energy Pro 2 .0 By Energy Soft User Number:2314 Job Number: PCO #: 99233 Page:12 of 23 INSTALLATION CERTIFICATE Site Address FENESTRATION I GLAZING: Product~-Value (=<CF-1R Manufacturer/Brand Na.me value) 2 GROUP LIKE PRODUCTS 1. -------- 2. ------- 3. -------- 4. -------- 5. -------- 6. ------------ 7. ----------- 8. -------- 9. ------- 10. -----"---- 11. ------- 12. ------- 13. ---------------- 14. ------- 15. ------- ProduGt SHGC (=< CF-\R value) . #of Panes (Part 2 of 7) CF-6R Permit Number Interior or . Exteror Shading Quant1tv. S~uare Device or Comments/ (Optional) Feet Overha~g Special Features -------·-- -----·-- 1. uau'Gl)Ured FUH1ra11:>I prodlCS m 11t IBIIH 1la1I 11t pl0d1ct ID! I. FI! kl 1itlrl:nd t IH!ral:)I procll°" Ht 11t dtUI ltuallH nan St~I 116 ot11e Elt 191' ~I! IQ/Slilleli!rol. 2. 11,till!d lHlill1e m utbe ltH 11a1 or eq 1a1 tl mlm nan c F-1 R. ltitlll!d SHGC 11ustbe l!H 11a1 or eq 1a1 tl ialm nan c F·1 R, or a, 1;,:1119 dtu~ (1111 rbr, en rbr or cue r1a1g) ~ IIJtlll!d ;;s JptONled 01 11t C F-1 R, Al1t1131l10/, IIJtlll!CI ug l~d alt ~e U-l.lallU 1>r11e lllal t IH1ra11:>I area are ltu 1131 or tq 131 tl ua11u nan CF-1 R, I, the undersigned, verify that the fenestrationtglazing listed above my sJgnature (1) is the actual fenestration product Installed; (2) Is equlvalentto or more efficient than that specified in the certificate of compliance (Form CF-1 R) submitted for compliance with the Energy Efficiency Standards for residential buildings; and (3) the product meets cir exceeds the appropriate requirements for manufactured devices (from Part 6), where applicable. · ltem#s (if applicable) Signature, Date ltem#s (if applioabla) Signature, Date ltem#s (if applicable) Signature, Date COPY TO: Building Department HERS Provider (if appllcable) Building Owner~ Occupancy !EhergyPro 2.0 By EhergySott User Number:2314 Installing Subcontractor (Co. Name) OR General Contractor (Co. Name) OR Owner OR Vv!ndow Distributor Installing Subcontractor (Co. Name) OR General Contractor (Co. Nama) OR Owner OR Vv!ndow Distributor Installing Subcontractor (Co. Name) . OR General Contractor (Co. Name) OR Owner OR Vv!ndow Distributor Job Number: PCD #: 99233 Page:14 of 23 INSTALLATION CERTIFICATE (Part 3 of 7) Site Address Permit Number DUCT DIAGNOSTICS This buiding obtained compliance creditfor: D Duct sealing D Duct Area Reduction 0 ACCA Manual D design and installation CREDIT FOR REDUCED DUCT SURFACE AREA OR LOCATION Duct Location* 0Attic 0 Crawlspace Oeasement D Othe . ..__ __ Exterior Measl.l'ed Surface Area Exterior Surface (CF-1 R) Area 1------l-'--------1 0 Duct Design on Plans D Installed duct diameters match plans D TXV installed D Access to TXV valve (i1 installed) 0 No TXV, Fan air flow (CFM . ...._ __ _ D Duct Leakage Measured D Measured leakage (CFM) __ _ CF-6R HVAC tan air11ow(CFMJ-)----<.(rneasured or calculated as Klgnore ducts in conditioneispace. Only a ched< is required tor location credit. De FM= 0.7 x A1b)r for CZ 8 through 15 OcFM = 0.7 xA1b)r tor CZ 1 through 7 & 16 or, it the equipment size is known, the larger of 1 or 2. 1. DcFM = .goo x Cooling Capacity in Tons or 2. OcFM • 21.7 x Heating Capacity in Thousands of Btu per hour) Leakage divided byHVAC Fan airflo (must be=< 0.06) For AEROSOL TYPE SEALANTS ONLY -The following diagnostic testing was completed: D Catastrophic leak testing D Pressure Pan Test D House pressuezation test Douet pressurization D1nitial D1nitial D Sample D Sample OT his certifies that the ducts surface area and duct locations were verified. 0Resample When compliance credit is claimed for duct surface area reducitons and duct location 'improvements beyond those covered by default' assumptions, builder employees or subcontractors shall ce·rtifythatthey have verifieil that the duct surface area and locations match those on the plans and shall indicate tlJe duct surface area in each duct location on-the CF6R. Tests Performed -oThis is to c~rtifythat the above diagnostic test results and the WOik I performed associated with the test(s) is in conformance with the requirements for compliance credit. [The builder shall provide the HERS provider a copy of the CF-6R signed by the builder employees or sub-contractors certifying that diagnostic testing and installation meetthe requirements for compliance credit.] Signature, Date lnstallirig Subcontractor (Co. Name) OR General Contractor (Co. Name) OR O'M"ler COP'r' TO: Building Department HERS Provider (if appilcable) Building Owner at Occupancy IE'nergyPro 2.0 By E'nergySoft User Number:2314 Job Number: PCD #:99233 Page:15 of 23 INSTALLATION CERTIFICATE (Part4 of 7) CF-SR Site Address Permit Number INFILTRATION DIAGNOSTICS This buiding obtained compliance credit for: D Envelope sealing using diagnostic testing (CF-1R) This Infiltration diagnostic tesfls an: D Initial test D R~sample test required by a HERS Rater -Building Envelope Leakage(CFM @50 Pa) -Infiltration level equlv,1Jentto an SLA of3.0 from CF-1R -Minimum ,Building Infiltration equlvalentto an SLA of 1.5 from CF·1R (CFM @50 Pa) Needed for Compliance (from CF-1 R) D No Is design Infiltration less than the SLA3.0 equivalant(froin CF-1R)'? D No Is mechanical ventilation installed? (Required If design Is less than 3.0 SLA) Measured BlowerdoorTest Results Oves Oves Dves Oves D NQ ls measured Infiltration (withoutfans operating) less than minimum In the above Table (1.5 SLA from CF-1R)'? D No Is mechanical sup,ply ventilation installed to assure house pressure does not go below minus 5 Pascal relative to outside ambient with all ehaust fans operating? Mechanical Ventilation -Fill in Table if mechanical ventilation is installed •Continuous Mechanical Ven,tllatlon (CFM) -Continuous Mechanical Supply Ventilation (CFM) Required to maintain .5 Pa if building envelope leakage is less than minimum (see above) ·Total Power Consumption of Continuous Mechanical Ventilation (UVatts)2 OThis certifies that the building Infiltration-was verified. Used for Compliance (from CF-1 R) Measured Actual When compliance credit is claimed for building Infiltration reduciton below default assumptions, builder employees or subcontractors shall certify that they have verified that the building infiltration level matches that used for compliance on the CF6R and shall doucment the infiltration levels required for compliance and the tested infiltration values on the CF·6R .. OT his is to certify that the above diagnostic test results and the wolk I performed associated with the test(s) is in conformance with the requirements for compliance credit. [The builder shall ,provide the HERS provider a copy of the CF-6R signed by the builder employees or sub-contractors certifying that diagnostic testing and installation meet the requirements for compliance credit.] Tests Performed Signature, Date COPY TO: Building Department HERS Provider (If applicable) Building Owner at Occupancy !EnergyPro 2.0 By BlergySo1t User Number:2314 Installing Subcontractor (Co. Name) OR General Contractor (Co. Name) OR 0""'1er Job Number: PCD #: 99233 Page:16 of 23 INSTALLATION CERTIFICATE (Part 5 of 7) CF-SR Site Address Permit Number The following is an explanation of many of the input values required on this form: HVAC SYSTEMS Heating Equipment Type must be one of the following: Furnace: Gas fincludina L iauefied Petroleum Gases) or oil-fired central furnace & snace heater Boiler: Gas or oil-fired hailer PckaHeatPumo: Packaaed central heat oumo SnlitHeatPumn: i:::nlit central heat numn .. RoomHeatPumn: Room heat numo . LrcrPknHeatPumo: Larne nackan.,d heat numo f>=65 000 Btu/hr outout) Electric: Electric resistance heating (fixed HSPF = 3.413); radiant electric resistance ffixed HSPF = 3.55) CombinedHvdro: Reference water heater under water heatina svsfems below -CEC Certified Manufacturer Make & Model Number from applicable Commission approved appliance directory. -"# of Identical Systems" is for those systems with the same efficiency, duct location, duct R-Value and capacity. -Efficiency from applicable Commission certified appliance directory. -Duct Location is attic, crawl space, eve crawl space, conditioned space, unconditioned space or none. -Duct (orPiping) R-Value from Directory of Certified Insulation Materials and/or manufacturer's data. -Heating/Cooling Load refer to Commission approved load calculation procedure. -Heating/Cooling Equipment Capacifyfrom the applicable Commission certified appliance directory. Note: location elevations over 2,000 1t above sea level require a de rating of output capacify (refer to manufacturer's literature). Cooling Equipment Type must be one of the following: Substitute EER for LrgPkgAirCond: Large packaged air conditioner (>=65,000 Btu/hr output). Substitute EER for SEER when SEER is not available. · EvapDirect: Direct evaporative cooling system. For compliance calculation QUr(!oses, fixed values: SEER = 11.0; duct location = attic; duct insulation R-value = 4.2 Evaplndirect Indirect evaporative cooling system. For compliance calculation purposes, fixed values: SEER= 13.0; duct location= attic; duct insulation R-value = 4.2 *Refer to California Energy Commission (CEC) publication Appliance Efficiency Regulations, P400-92-029 lcnergyPro 2.0 By cnergySo1t User Number:2314 Job Number: PCD #: 99233 Page:17 of 23 .., INSTALLATION CERTIFICATE (Part 6 of 7) CF-SR Site Address Permit Number The following is an explanation of many of the input values required on this form: WATER HEATING SYSTEMS Distribution Systems: Refer tQ Residential Manual for more details. Pi e Insulation: Recirculation loo Recircffime + Tern : Recirculation loo with a timer and tern erature control Recirc/Demand: Recirculation loo with demand control Water Heater Type Information Needed Storage Gas, Oil or Electric Heat Pump Energy Factor Yes Yes No Recovery Efficiency No No Yes Standby Loss No No No Rated Input No No No Instantaneous Gas Instantaneous Electric Large Storage Gas Indirect Gas (Boiler) Yes No No No Yes Yes (AFUE) No Yes No No Yes Yes FENESTRATION I GLAZING Fenestration: Windows, 91iding glass doors, french doors, skylights, garden windows, and any door with more than one square foot of glass Operator Type; Slider, hinged, fixed U-Value: Installed U-Value must be less than or equal to value from CF-1 R OR Installed weighted average U-Value for the total fenestration area is less than or eaual to value from CF-1 R . SHGC: lnsalled SHGC must be less than or equal to value from CF-1 R OR Installed SHGC for the total fenestration area is less than or equal to value from CF-1R OR An interior shading device, overhang, or exterior shading device is installed consistent with the CF-1 R Shading Device: Include when the building comcfc'ied using an interior shading device: blinds, opaque roller shades, bhnds ( o not list araperies), an exterior shading . device: woven sunscreen, louvered sunscreen, low sun angle sunscreen, roll-down awnin~, roll-down blindes or slats (do not list bug screen), or an overhang (inclu e depth in feet !aiergyPro 2.0 . By B-iergySoft User Number:2314 Job Number: PCD #: 99233 Page:18 of 23 INSTALLATION CERTIFICAT.E (Part 7 of 7) CF-6R Site Address Permit Number The following is an explanation of many of the input values required on the Diagnostic portion of this form (page 3 of6): TYPE OF CREDIT Refer to Residential Manual Chapters 4 and 5 for more details: Reduced Duct Surface Calculated as the outside area of the duct. Areas must be measured and Area: verified by HERS rater. Improved Duct Location: Supply duct located in other than attic, as verified by location of registers (does not require HERS rater verification). Catastrophic Leakage: Pressure pan test reading must be less than 1.5 Pascal at a house pressure of25 Pascal. TX\/: Access cover required to facilitate verification. Infiltration Reduction: Infiltration is measured without mechanical ventilation operating. Mechanical ventilation is re~uired for very tight house construction when credits for infiltration reduction using dia~nostic testing are ben~ used for achieving compliance. These very tight oused are defined as t ose with SLA of less than 1.5. The compliance d9cumentation (CF-1 R~ will contain the measured CFM target value from a blower door test at 50 ascal pressure difference that represents this SLA of 1.5. Mechanical ventilation rs also required if the builder chooses to design the buildinfi to use mechanical ventilation and claims a credit for infiltration be ow an SLA of 3.0. The comltliance documentation (CF-1 R) will contain the measured CFM target va ue that represents this 3.0 SLA. If the builder claims credit in a desi~n for infiltration reduciton that is at an SLA of3.0 or hi~her, and the actua measured SLA is 1.5 or greater, then mechanical ven ilatron is not requireq. If the _81..f', in this case wer~ below 1.5, then mitigation (such as mechanical ventrlatron) would be requrrE!d . . ' h:nergyPro 2.0 By Energy Soft User Number:2314 Job Number:.PCO #: 99233 Page:19 of 23 ~VAC SYSTEM HEATING AND COOLING LOADS. SUMMARY PROJECT NAME DATE MSK Develooment,Seaview-Plan C Custom Residence 11/27/1999 ~YSTEM NAME FLOOR AREA · Svs.1 2.411 J:NGINEERIHG CHECKS SYSTEM LOAD Number of Svstems 1 . COIL COOLING PEAK COIL HTG. PEAK CFM Sensibl~ Latent Heatina Swtem CFM Sensible Output per System . 100,000 Total Room Loads 946 35,003 3683 53J 38,772 Total Output (Btuh} 100,000 Return Vented Lighting 0 Output ( Btuh/sqft} -41.5 Return Air Ducts 1,750 1,939 Coolina Swtem Return Fan 0 0 Outp.ut per System 6_0,000 Ventilation 0 0 0 0 0 Total Output (Btuh} 60,000 Supply Fan 0 0 Total Output (Tons} 5.0 Supply Air Ducts 1,750 1,939 Total Output ( Btuh/sqft l 24.9 TOTAL SYSTEM LOAD I 38,9331 3,6831 I 42,6931 Total Output (:sqft/Ton} 482.2 AirSvstem H\/Af' F{ll . -::T ~i:1 FCTION CFM per System 1,315 Ed Airflow (cfm) 1,315 RHEEM R~PH-12NARMRIRAKA060 52,147 . 0 Al rfl ow ( cf m/sqft) 0.55 Airflow (cfm/Ton) 233.0 Total Adjusted System Output I 52,1471 ol I 100,oool Outside Air ('Ya) 0.0 (A:ljusted for Peak Design Conditions) Outs:i da .Air ( cf m/s:qft) 0.00 TIME OF SYSTEM PEAK I fttlg 21,!ml I J~ 12 anl Note: values above given at ARI conditions EATING SYSTEM PSYCHROMETRICS (Ain:tream Temneratures at Time of Heatina Peak\ 34.0 °F 68.6°F E8.6°F 139.2'1:' Supply ,Ajr Ducts Outside Air Ocfm 137.8°F Supply Fan Heating Coil 1315 cfm I ROOMS I 1:8.6 9= 70.0°F Return Air Ducts roouNG SYSTEM PSYCHROMETRICS fAirstream Temneratures at Time of Coolina Pea kl 86.7 / 67.6°F 75.2 /552°F 75.2155.2 'f° 385/36.7'f° Supply ,Ajr Ducts Outside-Air Ocfm Supply Fan Cooling Coil 33.7137.4 OF 1315 cfm 26.5% R.H. I ROOMS I 75.2 /55.2 OF 74.0 /547 °F Return Air Ducts EnergyPro 2.0 By l:nergySoft User Number:2314 . . Job Number: PCD #: gg233 Page :20 of 23 ~VAC SYSTEM HEATING.AND COOLING LOADS SUMMARY PROJECT NAME DATE MSK Development.Seaview-Plan C Custom Residence 11/27/1999 SYSTEM NAME FLOOR AREA Svs.2 1,917 ENGINEERING CHECKS SYSTEM LOAD Number of Swtems 1 COIL COOLING PEAK COIL HTG. PEAK Heating S'IJStem CFM Sensibl~ Latent CFM Sensible Output per System 80,000 Total Room Loads 939 25,373 2928 697 26,923 Total Output (Btuh) 80,000 Return Vented Lighting 0 Output (Btuh/sqft) 41.7 R~turn Air Ducts 1,269 1,346 Coolinq Swtem Return Fan 0 0 Output per System 60,000 Ventilation 0 0 0 0 0 Total Output (Btuh) 60,000 Supply Fan 0 0 Total Output (Tons) 5.0 Supply Air Ducts 1,269 1,346 Total Output (Btuh/sqftJ 31.3 TOTAL SYSlEM LOAD I 27,9101 2,92al I 29,§221 Total Output (sqft/Ton) 383.4 AirSvstem H\/Af' l=OIIIPMl=NT ~Fl FCTION CFM per System 2,000 ~ Airflow (cfm) 2,000 RHEEM RGPH-1 ONBRMRIRAKA060 54,890 0 Al rfl ow ( cf m/sqft) 1.04 Airflow (cfm/Ton) 400.0 Outside J',jr (¾) 0.0 Total Adjusted System Output I (~justed for Peak Design Conditions) 54,8901 ol I 80,oool Outsi da J',j r ( cf m/sqft) 0.00 TIME OF SYSTEM PEAK I .llLJg 2r;iml I Jin 12 anl Note: values above given at ARI conditions . HEATING SYSTEM PSYCHROMETRICS (Airstream Temneratures at Time of Heatina Peakl 34.0 of 69.4°F 69.4°F 106.S°F Supply Air Ducts Outside Air Ocfm 105.8°F Supply Fan Heating Coil 2000cfm I ROOMS I 69.4 9= 7o.o°F Return Air Ducts ::OOLING SYSTEM PSYCHROMETRICS lAimream Temneratures at Time of Coolina Peak) 86.7 / 67.6 OF 74.6 /58B°F 74 .6 /58.6 °F 49.1 /47.7°F Supply Air Ducts Outside Air Ocfm Supply Fan Cooling Coil 49.7 /48D °F 2000 cfni 33.6% R.H. I ROOMS! - 74.6 /58.6 OF 74.0/58.4 °F Return Air Ducts E'nergyPro 2.0 By .E'nergySoft User Number:2314 Job Number: PCD #: 99233 Page :21 of 23 !ROOM LOAD SUMMARY PROJECT NAME DATE MSK Develooment.Seaview-Plan C Custom Residence 11/27/1999 ~YSTEM NAME. FLOOR AREA Svs.1 2.411 11::)nOM l nAn SIIMM.!l,.RV ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK ZONE NAME ROOM NAME Mult. CFM SENSIBLE LATENT CFM SENSIBLE LATENT CFM SENSIBLE Zone 1 -1st Floor 1st Floor-Fam,Liv,Kit,Din,B4,~ 1 946 35003 3.683 Od.6 35no3 3683 530 38772 \ .. PAGE TOTAL I 9461 35,0031 3,6831 5301 38,7721 TOTAL I 9461 35.0031 3,6831 5301 38?721 Energy Pro 2 .0 By Energy Soft User Number:2314 Job Number: PCD #: 99233 Page:22 of 23 (ROOM LOAD SUMMARY PROJECT NAME DATE MSKDevelopment,Seaview-Plan C Custom Residence 11/27/1999 SYSTEM NAME FLOOR AREA Svs.2 1,917 l~nnu I nn.n ~..--··A-·. ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK ZONE NAME ROOM NAME Mutt. CFM SENSIBLE LATENT .CFM SENSIBLE LATENT CFM SENSIBLE Zone 2 -2nd Floor 2nd Floor -MBed; Bed 2,3 1 969 25373 2928 $9 25373 2928 697 23929 . PAGE TOTAL I 9sel 25,3731 2,9281 6971 23,9291 TOTAL I 9691 2513731 219281 6971 2319291 energy Pro 2 .0 By energy Soft User Number:2314 Job. Number.·pco #: 99233 Page:23 of 23 JUN-13-2QOO TUE 10:55 AM CITY OF CARLSBAD FAX NO. 760 602 8558 P. 11 City of Carlsbad IAiiiiG•iek·l•ZJ•iiiiiiid,JI CERTIFICAIE OF COMPLIANCE PAYMENT OF SCHOOL FEES OR OTHER.MITIGATION· This form m_ust be completed by the City, the applicant, and the appropriate school districts and ret1.1med to the City prior to issuing a. building permit. The City will not.issue any building permit without a completed school fee form. Project Name: Building Permit Plan Check Number: Project Address: A.P.N.: Project Applicant {Owner(s) Nanie(s)) Project Description: Building Type: SEAVJEW PC99-167 · 3597,3593,3589,3585,.3581,3577,3578,3582 6 3586 SEAVrEw WY 167-070-35-43 SEAVIEW RESIOENTIAt. LLC 9 SFO (2 with second dwelling units) SFD Residential Number of New Dwelling Units 9 homes (2 with 2nd dwelling units} Square Feet of Living Area in New Dwelling 38,748 plus 2nd dwelling units Second Dwelling Unit: Square Feet of Living Area in SOU 1, 14~ Res. Additions: Net Square Feet New Area Comerc./ Ind.: Date: City Certification of Applicant's information: ~.+:,~-~.l,4,011,1;,;1.L.j~-bl--b'I=~-----+-'-~;.;;._--------- -----~. _.,,. Carlsbad Unified School Dlstricr 801 Pine Ave. Carlsbad·CA 92009 729-9291 --·cnetnita& Union_&llo.ol . .0.istrict---··- 101 South Ranch Santa Fe Rd Encinitas. CA 92024 (944-4300) San Marcos Unified School District 215MataWay San Marcos ,CA 92069 736-2200 San Oieguito Unic;m High School District 710 Encinitas Blvd. Encinitas, CA 92024 (753-6491) Certification of Applicant /Owners. The pvrson executing t/lis declaration ("Owner") certifies under penalty of perjury that (1) the informarion provided above is correct and true to the best of the Owner's knowledge, and that the Owner will file an amended certification of payment and pay the additional fee if owner requests an increase in the number of dwelllng units or square foot.age after the building permit is issued or if the initial determination of 1,Jnlts or sq1.1are footage is found to be incorrect, and that (2) the Owner is the owner/ developer of the above described project(s), or that the person executing this declaration is authorized to sign on behalf of the Owner. Date: fo-I 5 .-(J () 2075 Las Palnias Dr. • Carlsbad, CA 92009-1576 • (760) 438-1161 • FAX (760) 438-0894 * JUN-13-2000 TUE to:56 At1 CITY OF CARLSBAD FAX NO. 760 602 8558 · SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school district(s)) P. 12 THIS FORM INDICATES THAT THE SCHOOL DISTRICT REQUJREMENTS FOR THE PROJECT HAVE _ BEEN OR WILL BE SATISFIED. SCHOOL DISTRICT: The undersigned, being duly authorized by the applicable School District, certifies that the developer, builder, or owner has satisfied the obligation for school facilities. This is to certify that the applicant listed on page 1 has paid all amounts or completed other applicable school mitigation determined by the School District. The City may issue ·building permits for this project. SfGNATURE OF AUTHORIZED SCHOOL DrSTRICT OFFICIAL TITLE NAME OF SCHOOL DISTRICT DATE PHONE NUMBER e 1 ' d e ··· · """ .... " "} I $,~ .... 7;;,-... 'jtP,'/ )', C::,OJ~ . -J . JUN-1.:h~UUU I Ut. I U; t)t) fU'I v 1I.r Ur vHKL~bHI) r rll\ 11v. , uu uu~ O;);)O I , I-> • • • City of Carlsbad · Nilifi•M·kildet4:Si ADDENDUM TO BUILDING PERMIT This will serve as a reminder to the applica,nt. By signature, the applicant agrees to comply with these requirements as part of the building permit process; an all weather access road Will be proVided and maintained dunng the construction phase, and fire hydrants must be operational prior-to combustibles being brought on site If you need further clartficaUon, please contact Mike Smith at the phone number Usted below. Michael E. Smith Fire Marshal Company Name 7'~o 93/-;).7 es Phone Number !2/08/97 2560 Orion Way• Carf5bad. CA 92008·7280 • Admin (619) 931-2141 •Prevention (619) 9:31-2121 • FAX (619) 929-0256 $ ,.,. - May 2~, 2000 SeaView Sequence List LOT PLAN LIVING S.F./ BRlBA ADDRESS PARCEL# V]r;r:, 'J-/ o?--1 j A-2 DECKlGARAGE 4236 5 + 4-1/2 3597 Seaview Way 167-070-35 2J A-1 231/805 4236 5 + 4-1/i 3593 Seaview Way 167-070-36 231/805 3 /AR-3 4236 5 + 4-1/2 3589 Seaview Way 167-070-37 231/805 4 ~ 4328 5 + 4-1/2 3585 Seaview Way 167-070-38 ,Li 237/816 5 4328 5 + 4-1/2 3581 Seaview Way 167-070-39 J, 237/816 6 4328 5 + 4-1/2 3577 Seaview Way 167-070-40 237/816 ai 00 ~ \ \i ft,, 7 ·-~-1 4352 4 + 4-1/2 3578 Seaview Way 167-070-41 5i/t2ND dwelling unit 1+1 +,676 garage k t oi. q 8 4352 4 + 4-1/2 3582 Seaview Way 167-070-42 57('12ND dwelling unit 1+1 /s-3 1,076' garage. { 0 J.Jt 4 + 4-1/2 3586 Seaview Way 167-070-43 C/}, f.7lxJ-l S fL 9 4352 n/a /807 I fW7 ' . ~ -I ' f'"~· ·-_,, --. ,, . it'." ~C990'167 'i SEAVIEW 9 LOT SUBDIVISION SINGLE FAMILY DETACHED • LOTS 1-9 PLANCK ______ __,J~ri.½·lk, ~ --1'-AUDWIJI~ llhA r :--~~/7KU7~-··-. ---~.\ (z 'f 1 s £/i11,z,,-/:; ( d (_, J (z}/(Cfx v 11, Uy { tii,:/ 1-v/'U.obs of '1/t,,SJ I i: I 1· 1: I f,-/'\'\ c.1 T"'f ,Q 1....:. ~e:s A f2£A-- \ 2 ,,,f ,c; c..a..r, . . :; -,. (1, (oo ~ LVYr s.d, JJ. d<!Nv ff /,._,/ L,/ ~ Gi;) U'}' ff /. ~ ~cc~o-o ~1.;l>"'I I\ '1 I, S &\--VI EAJ ~q S/0.J "b/!1-3L<>o BUJLDING ··= ., 1G°<C ~~~~~~~ING _____ J;IS~'APPR)F.~M?:> _____ H,eAU:rH DEn'···' fi'Ai4AA1' I AIR OVAL ____ ·..;_·~·QTHE~ SEWER DlSTR ."-- :1 :; ~,~loo . C.!N ~ e. Fe p!C.. Res ~,6. ~ BLOC G:-?ADlNG LETTER ~--_A¥~6l/ ~ I l ----- --~ 1 .3 .;v, oi:; (S.,Cti "[II:., ¾ u ..... 1vc;12. m: co_,.,,_.,,c ,-.,&o G -=Fe. e--cs5 ~A · . T~ _ ,. . ._. _. ~/ J q;~ ---/-"'_ ,1-1::r: 4 \ A.PUCA., -.,·. :I 1~66 ~~-· · ~ · . _ \ ~13 ~ 1 2/2.s /'f-~ .. 1 .. · _____ .. . pt,A.,,-,_N....,~R (J/13 0, . .r~t J!t. s;lJ;;; s~ /t; l}frl q,,u, I I. ' · + . ~.-~:'":".'' =. •:+,} Q d() . . . . ih . @H .~~'C.-ll3.I . , . r --r-Ii)~ ~j ,1 ~~{,U/A,. 0-d ~ \ iZfY/11 ~~~:-~ .. ·~----~~,': ~-~n,~~, Gv'j f) ().Y''"-t:{ 1/0 ;;?-es.I .. '-/'-·-v'vt. I ' . . __ _,__ __ uLi)ur-i.t:.S.~ q:}O,(f() °:2f tir ~ J· . : . c c(( ,J 60 J?P ------. -----. ·----·-· . .-. . ----... ---'~~". ' ~ "· \ -------------------···· ....... ,<·:::::.,. _,,,, '•< •' -~ ,. -·~.-:-;.~-$~ J \ i City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 05/07/2001 Plan Check Revision Permit No:PCR01079 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: PCR Parcel No: Lot#: O Valuation: $0.00 Construction Type: NEW Reference #: Project Title: SEAVIEW/CHANGED MASTER BEDROOM 3 UNITS:3597,3593,3589 SEAVIEW ONLY Applicant: MSK MANAGEMENT, INC. 2141 PALOMAR AIRPORT RD CARLSBAD, CA 92009 619-929-0799 Total Fees: $218.00 Plan Check Revision Fee Additional Fees Owner: Total Payments 'To Oate: : , l Status: Applied: Entered By: Plan Approved: ISSUED 04/05/2001 CB 05/07/2001 05/07/2001 $0.00 Issued: Inspect Area: 857105/07/01 0002 01 02 CGP 218-00 Balance Due: $218.00 $218.00 $0.00 FINAL APPROVAL Inspector: ----------Date: _____ _ Clearance: _____ _ NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protestimposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, .or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capactiy changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which vou have oreviouslv been aiven a NOTICE similar to this, or as to which the statute of limitations has oreviouslv otherwise exnired. . , , : A·/ '.~:_ ,.. ·~ - FOR OFFICE USE ONLY PLAN CHECK No7CR Q/07 '-/ EST, VAL. _________ _ CITY OF CARLSBAD .BUILDING· DEPARJ.MENT.,, ,i11c-..a~-.:.11u 1635 Faraday Av~.-•. C.ail~~a~:i/6Ke2~>'oa: .,":'·' : :<.: · : . 'r<Jl!ii~N:I . Pia~ Ck. Deposit-------~ · · · · · .. ,. ' · · · · . · · • • Validated By 7?~ 0 I /'_' aa.-~-.J/·/19~-··:···::::..,,.H,:.:,·:··,'.···· ·;., .. ,.-.-.·.,· · .. •_,,.. ,,.,·,:-·· d../ --; ~---<.:7, I 7 /lJ/ , . .... .. .. .. . .... ,. . ., .· . Date __ I..J,__,._ ... ~_,._. __ _,_ ___ ..,... _____ _ ~{4~~ii,~~~Ojlme.J 5N2~da Gt.d>ic!.S Address (include Bldg/Suite-#) <U4 ·. Busil)ess N_ame-(at tliis address)· Legal Description Lot No. Subqivision 11!11me/Nµmber . Unit No. Phase No. Total # of units · Proposed Use ¼v-·beJ.vo so. FT. #of$torie~ # of Bedrooms # of Bathrooms ~'bY.sf.imoJm'l!' ~~~t!t::-Jm,~;::-?~ti~mJ£?~?t:~!J!~'%iff':!l;~i,;;"'1iW1-l,l~~·~l~~:0m:~Jitt:t;ll1~~0cri.,,1,1i'il<i:l'@-~1.\~t~)),f./~t~(ili~ ", ~ ~~-:~~-~' '~{ • ~;~~: ,'~, ~7~~~c~~~----~~~~a,o-~·~~~c-.~:j"~~? ;:.,; ~.,8.~~~·.~·~ .•yW_., ~ ~~ ~ ~ > ~~~. • ~~ ' ~ r~~~-~ w, ~< ~ Name -., · . •,.,._,.-.,'.:· ·-< .. ,',A:dilress',:,?-i:t·:-'·,_· ,;:--.-~.:--;_,.J._,_;'~;:·:-_-;.\,-:,._titv' ;: ... · State/Zip Telephone# f§l:'~ffi'~.-.-~@i•~~tm~~~~~l~,~vz~~~iv~~~~~~a (Sec. 7031.6 Business and. Piofes~ion·s: Cod~::'·.:Any·Clt{o!'"Colinty·wlilch'reqtifre~ :;.,p~rriliftc:i coH~tr~i:'t{aitiir, improve, demolish or repair any structure, prior to Its issuance, also requires the applicant 'tor.-~ucfl ·perinit··,o' file· a_'.·.sighed stateinent·tha_t· ~iHs--lii:e~~l!!I; p1c1rs,uant to 11:le provisions of the Contractor's License Law · '(Chapter 9, commending with SectiO!l 7000 of, .Division ~ ·of the Busiriess.-and P.rote·s~ipns/Cod!II' cir th~t' he"is· exempt therefrom, and the basis for the alleged· . · exemption. An,f.violation of Section 703J ,6 b.y any·applicaot tor _a_perr:n"it"subjects tb'ti_,applic~_ht:;tcfa::.ci.vil pefialty of not more than five hundred dollars ($5001). t'Y\ -d Pn·. k': ... , :.·_: r · State/Zip Telephone# ·License· Class· · ·' . ,, .. ; _ __,_...__~, --.-,_-.. ----.-~iW Business i;icense # l:l.O S JL/-:J Designer Name ... . . . . . · Address._ .'_ i ·.::. . .·. . _City... State/Zip Telephone \ StateLicense# . ' _.:·:· ;,··-~ · ,,:~ ·-.--.' .-.. ·, . \J«imW~~~l(cf~~}~~~~~ti¥~1G7Lri~~'Wi3~~~; ~~1~1~lf~~,r~~s'i~~\~i;~~~'-t'~~IT;-~~11 Workers' Compensation Declaration: I hereby affirm und__er penalty of perjury one of. the fojlowing·declafations: · 0 I have and will maint_ain a certific:_~t!l of cons_e~t to.self-insure-for workers'·:compansation as p~ovided·by Section 3700 of the Labor Code, for the performance of the work for which this.per'nii~',is issued. _.. ' .. · · . ·. · · · · · ' • 0 I have and Vo(ill maintajr:1,,w,9r_kers'. C,l?~,P~_~sa1l9rif'_as __ r~qtiir~~-by Se.ctfor:,_~7p,(of the,t~bp·~ ~9,ge,:-fqr the performance of the work for which this permit is issued. My worker's compens.ation insurance t:ilfrier ani:I policy.number are: . -.. . ·. : · • ,. -. , I. .'' '::· ,•1 . , · ·-: • ', •, , \ •. •. ' \' ~ , ,"' , , ' ,, Insurance Company . _ _ .............. _ .. . ···---· · .. J':9.li9,y NQ; · . ' ... :-·: .... . Expiration Date. _______ _ (THIS SECTION NEED NOT BE tOMPLETElf°1i=iHE:PERMiflfFOR dNE:HUNDREo:6oi.'.l!ARS. [$:16cii" OR:tESS). . . . . , . . . .0 CERTIFICATE QF EXEM~TI.QII!_;_ I. ~ertify t~at i11 tt,e._perfp~mance of .. the_ worit·f9[ ~hich l~i-~ :permit is is~ued; .I· shall not employ any person in any manner so as to become subject to the Workers' Conipen_~atip~ Law~_of'.C~lifornia. _-_ . . -· ·:< tf':7: ::: .:·· .··. · · · : WARNING: Failure to sec::u!e~ll!f9{kers\cqm_pensl!tl_i:in :co·v,~rage :i~::_u11ia_~i,' _an(f fh',_ij'._~~~ie~f ~ri im1plo_Yl!F to criminal penalties and civil fines up to one hul)dred thousand dollars ($100,000); ln:ilddltlon -to·the ·c·ost.of cqmpenaatlon, .dliinagu ii• provided. for'in:Section 3706 of tlie Labor code, Interest and attorney's fees. · • • l'/J .~, J:. ·~,:,..l, ,,~':,•1••1.·~ • ... , -r •'1" ·.'1, 11 •''·t:\~~ .. :,_~•· ll ,·">·.~Utk\<··1 :~-.• :. ,.', ;· ,' •·· •• SIGNATURE -.:.· -.. '.,. • .. ::', "'-··"''-'" ~ .•... ,.,,., -. ·,., ... --: .... · .. ,: ----··'---· .;, __ ,, .. , . .,:. ,_,_,.,,: • .,, ,.:, .,.l~ATE· _____________ _ ~-'.!ll:}-~11«:,;,1~E~~il1iif~-l'ii~fi-"lll'l,""fi'irH10-i'/::¥:·.':t.'01'"~10'~j~tv-~~;~~,i;,:.~,i,f~~.X~J:$g,;'~1J~f,,1>~/f~Y.~~tH&.1:~l'.:_;.~1'it,.:.'\x'.i.~l~~·i:::!it~t~~;;J?r;r:r~;,,,,,.,~,h-\t:.~=,if,i~S{~/"'•"1 i~iJ:i...J:ik«......ni!-!,.,---~~-1:~~mt,n., n,11!/)};;;.><o,.,_~?,-~~..,.,_.,.,-.,.~."<"...,:,n'/M~&,f"".~.,...;~n,,v..M<-<, ... ~J;t-14:3:....,;.re.1,w,:IO\.:!.'ID:l>",'~ .. ~...,i.\,,~u,~;1,;...-,,,~% ..... 00'1W~ .. ,)>,l~\.+<.mk.\~>:P~-1i)~~~:R~l -·ir~N~., :t;M;il~,:IJ~~ I ht1rel,ly affirm that ·1 am exempt from·thii Contractqr;~ -Pcl!lnse·law for th_e follo~_h'!~,fl'!~on:'_·; ~,: .. , -; ; . · · : · · . . D. I, as owner of the property or-niy employiies·!wlth·wage~.as their sole·i:ompensation;:wm:-cfo,,ttie.,W<irk and the structure is not intended or offered for sale (Sec. 7044, Business and Professions:Code: Jhe Contractor's-License Uiw··cfoe~ nof:apply to arr owner of property who ·builds or improves thereon, and who does such work himself or through his own-employees, provided-that such improvem_ents.are,not iniended_-or offered for sale. If, however, the building or improvement is -sold within one year of completion, -the owner:builder will have the burd~n of proving that·lie·did. not build.or improve for the purpose of sale) . . 0 I, as owner of the property, am exclusively c~ntract!ng with ii~ensed· co~~racto;s to construct the project iSec. 7044, Business and Professions Code: The Contractor's L;icense Law does "not apply to an owner of prop_erty wlio builds· or improves· thereon,. and contracts for such projects with contractor(sl licensed pursuant to the Contractor's Liceh~e-Cliw). • ···' · · .-, : · · · ·. · q I am exempt un!fer Section ',: ·-,Bu~lness'~nd;Pr~fes;ions Cod~--f!r t_hi~ (ea~bn: . : . . . .. i:. I personally plan to provide the major labor ~nfi materials for construction of the propos11d pr~perty.improvement. 0 YES ONO 2. I (have/ have.not) s!gn~d. ~n-appU9ati_o11 for a;~uildjng permit for._th!I. prpposed wor~, . . . 3. I have contracted wi~h ~~e .f~ll°,~i~g.!e~s-~n· (fi~~l, to provi~~ th~· P_:~~:_~~~ :~on~Jr.µc;t:t :(_i~~l~~e name·/ address / phone number / cont~actors license number): 4. I plan to provide portio~; ~f the' ;art b~f I ~li·l!~1i:'hi;ed .th-~ following 'P~~s~~ 'i~ ~~~rdinate, ~supervis!I ~nd provide the major work (include name / address / phone number/ contractor~ liqerise number): ·'· · : '>-'·.-.· .... , ·'· :''· ···" · . '.-'·: ,,,, ', -<, ·_--:··' ·--. · • _ _.. _· · · . • . . • • l :., ' , -:-)~l,'fl'"\v ·. l,,.1 ,,·• ;_,~,;.';.'.',;•',.,,,'~..:-·•~;,,:;i_tl ~!..'...II ~;-,•1~1Y ,t,:" .,.'. n.•·:,.·n::,:~((:'";, •., ,. ,.. . 6. I will provide some of ttie•wor.k1-l,l1;1t:1-:hav~ c'_tjnt~acJl!ld jtiir,e~tth~_ tollo,wlng'.pe!~ohs·to provide the work indicated !include name/ address/ phone number/ type of work): ·· · PROPERTY OWNER SIGNATURE" -. ·.:<:.: .;, -~: ·~ .. ::-,. ,.,.• . ' .. DATE· Is the applicant or fu!ure ·b1,1hdi11g Qccup,aQt r41.c111ir!ldi to. suo~-it Ii :busjl")jiss: plan;: ~C',lt!IIY-ha:i;~rdou~ · mat~rials registration form or risk management and prevention program under Sections 26606, 2563;3 9.r,2,653,4-of·-the,Presl~Y-'Tianl")er:Hilziirdc:iii~JSubstlince·Ac;:count,,~ct'?· 0 YES O NO Is the applicant or future building occupa~t-re~~ire~: t!i QQ~~\~ a:pe'~mit froQl_th!I a}f p2ii~,io,~:.co~!rp)·i1fstrict or air· quality managef!lent district? 0 YES· 0 NO Is the facility to be constructed within 1,0.oo·t~et,,tif t~~:o!ifer bo~ndar/of a.sch~o1·,~·1ie1 _· O' YES. ,,Q. NO IFANY oF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF occuPANc'v'MAY;NofeE 1ssuED UNLESS THE APPLICANT HAS MET oR 1s MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR. PO(LUTION_ .CONTROL DISTRICT •. i$.~m[~~!~lP.-m~e&.lff[dl:J~N~Jt4:i~~:g!~~>-~°!~"ls.~J~~!-;J3~~~):t;r;l~~lc\\'~$1~i1r!~~~1~1~il1l:~-~.::it.>\~~~,.,~~~~m I hereby affirm that there is a coristruction.leriding agency for the performanceof·the·work for which this permit is issued (Sec. 3097(i) Civil Code). ' ' ' : • ~ • • ·~. : .-• ' -;' .\ • ,.. •• >' -•• ', ' -' • _ .. , ,• ,~ lENDER'S NAME . . ._ . . . . . .· . : •· L~NDE_R'S.AD!)J'IESS._--,,;·---.....,~-__________________ _ ~llv,~w9i'J~ii«cD'ii,ffiMK;t,tilfii*'~~~t~Tli¥'t~"lit~,zd:j1tlir,/_~,u,,r£-¥.;,',"ljG;i>??i,~;'l-i~<~,Jl';\~'i]f;,~,;f,._~·H;;Jr~'t<~~~~~'.7'1fi:if'«'ff:!3it~'J~1';;!;1"1-<'!'<,W~~1-ffe~·:;Wdi!tl'fb'lt ........ IJ.~~Urk~~-~-~~....t-Uit.i!E~. -~~il,l.~1,;;,.f',s....t;:Z;~~~"!ii~#>A":;~'W"!M~1~~'P:W.wi~~"'~~t~m~~'l'\<~vK~~~,.;»J»:l.,.;..dl;\M..,._.,J~..M;~~.%~mn!!W:.i~t-:11!k~\--'1~J-<m~,r,m.'Jtqi:t'? I 9ertify that I hav~ read the application and state that the above information,Js .correct and that ·the inform~tion on the•plans is accurate. I agree to comply with all City·ordinances and State laws relatin_g to building construction. I hi:,reby authorize representatives of the citt of Carlsbad to enter upon the above mentioned property for inspection purposes, 1·'ALSO 'AGREE TP $AVE~ IND!:MNIFV' Al\!D K_EEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPl;NSES WHICH·MAY IN A.NY WAY ACCflUE A~All',!ST~$AID:.Cl'!':V IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OS!iA: An OSHA perinit'is re,quited·,fohixcaval:ii!ns·ovef'6'ci.".'deep and·demolitidn_'or-~ohstriictfori ot·stiuctures over 3 stories in height. . EXPIRATION: Every permit issued by ,th~ ,building :Officil!II under ·the provisions <itAhi!! ·cqae,_shal! 1;1~pire by· limitation and become null and void if the building or work aut(lorized by such permit.i_s not•cProm~ng~.91~it~in:SWO;~~Y.~4t.o)ll;t.~e d,a!!! fsucittii.ermltQ(lf;tlJ~,iQ!Jll~ing or.work:atithorized by such permit is suspended or abandoned at any time after tfle work is ' mence :rot a:perio of ;180,'.cta'y.s\fsectio'n-106;4)!-"Uniform·Builcjing·Code). 11! I APPLICANT'S SIGNATURE-. • '· . , : . .-. ' .,. DAT!: ; 5 0 I ----''-="'--..;...--'--------- , ') "1/ EI,: L: OW: P,.ppl/cin(··fp1NK: Finance .,,.·: .... ; -····» . ·.-. ' ., •• < ~··J ; '• ~ ..... -; I I DATE: May 3, 2001 JURISDICTION: Carlsbad EsGil Corporation . 1.n Partners/i.ip Wit/i. (jovemment for '.Builaing Safety PLAN CHECK NO.: PCR0l-079 (Old PC99-167) SET: U PROJECT ADDRESS: 3593, 3597 & 3589 Seaview Way PROJECT NAME: Revisions to Plan "A" M~t. Bedroom 0 APPLICANT ~ 0 ~EVIEWER ti FILE ISi The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should :be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The· plans are being held at Esgil Corporation until corrected plans are submitted for recheck. · D The applicant's copy of the check list is enclosed for the jurisdiction to-forward to the appli-cant· contact person. D The applicant's copy of the check list has been sent to: ~ Esgil Corporation staff did not advise the applicant that the plan check has been completed. D EsgH Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone#: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person D REMARKS: By: Bill Elizarraras Esgil Corporation . Enclosures: Struct. calc's and City approved plans. D GA . D MB D EJ D PC 4/26/01 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 DATE: April 18, 2001 JURISDICTION: Carlsbad EsGil Corporation '1.n Partners/i.ip wit/i. (jovemment for '.Builaing Safety PLAN CHECK NO.: PCR0l-079 (Old PC99-167) SET: I PROJECT ADDRESS: 3593, 3597 & 3589 Seaview Way PROJECT NAME: Revisions to Plan "A" Mst. Bedroom ~NT ~. Cl P[AN REVIEWER Cl FILE D The plans transmitted. herewith have been co.rrected where necessary and substantially comply with the jurisdiction's building codes. ·o The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. r:8:j The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. r:8:j The applicant's copy of the check list has been sent to: Jim Kamphurs 5142 Aven(da Encinas, Carlsbad, CA. 92008 D Esgil Corporation staff did nofadvise the applicant that the plan check has.been completed. r:8:j Esgil Corporation staff did advise the applicant that the plan check has been completed. Pers\m contacted: Jim Kamphurs (DelOY-6). Telephone#: 760-931-2785 Date contacted: 4-1~01 (by:~) ·Fax#: (7&,D)Ciol--2724- Mail ...-Telephone .,. Faxv In Person D REMARKS: By: Bill Elizarraras Esgil Corporation D GA D MB D EJ D PC Enclosures: 4/9/01 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 Carlsbad PCR0l-079 (Old PC99-167) April 18, 2001 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO.: PCR0l-079 (Old PC99-167) JURISDICTION: Carlsbad PROJECT ADDRESS: 3593, 3597 & 3589 Seaview Way FLOOR AREA: REMARKS: Revisions DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPL,ETED: April 18, 2001 FOREWORD (PLEASE READ): STORIES: HEIGHT: DATE PLANS RECEIVED BY ESGIL CORPORATION: 4/9/01 PLAN REVIEWER: Bill Elizarraras This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing C~de, Uniform Mechanical Code, National ·Electrica.1 Code and state laws regulating energy conservation, noise attenuation anq access for the disabled. lhis plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinance by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a buildir,ig permit. Present California law mandates that residential construction comply with the 1998 edition of the California Building Gode (Title 24), which adopts the following model. codes: 1997 UBC, 1997 UPC, 1997 UMC and 1996 NEC (all effective 7/1/99). The above regulations apply to residential construction, regardless of the code editions adopted by ordinance. Th.e following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. Carlsbad PCR0l-079 (Old PC99-167) April 18-, 2001 • PLANS 1. Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to l;:sGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. , Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 2. Plans, specifications and calculations shall be signed and sealed by the . California State licensed engineer or architect responsible for their preparation, for plans deviating from conventional wood frame construction. Specify expiration date of license. (California Business and Professions Code). 3. On the cover sheet of the plans, specify any items requiring special inspection, in a format similar to that shown below. Section 1.06.3.2 .. • REQUIRED SPECIAL INSPECTIONS In addition to the regular inspections, the following checked items will also require Special Inspection in accordance with Sec. 1701 of the Uniform .Building Code. ITEM REQUIRED? SPECIAL MOMENT FRAME CONNECTIONS (SEISMIC ZONES 3 & 4 ONLY) EPOXY ANCHORS REMARKS 4. When special inspection is required, the architect or ~ngineer of record shall prepare an inspection program which shall be submitted to the building official for approval prior to issuance of the building permit. Please review Section 106.3.5. Please complete the attached form. Carlsbad PCR0l-079 (Old PC99-167) April 18, 2001 • STRUCTURAL 5. Ordinary steel moment resistance shall be design per UBC Section (2213.6 item3.2). Design connection for n Factor. 6. Provide complete moment frame details, show member height, tapered beam to roof frame connections, expand connection details (column to girder) and show ridge connection at tapered beam. • MISCELLANEOUS To speed up the review process, note on this list (or a copy) where each correction item ha$ been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. • Have changes been made to the plans not resulting from this correction list? Please indicate: Yes lJ No lJ The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Bill Elizarraras at Esgil Corporation. Thank you. Carlsbad PCR0l-079 (Old PC99-167) April 18, 2001 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PC99-167) PLAN CHECK NO.: PCR0l-079 (Old PREPARED BY: Bill Elizarraras DATE: April 18, 2001 BUILDING ADDRESS: 3593, 3597 & 3589 Seaview Way Revisions BUILDING OCCUPANCY: R3/Ul TYPE OF CONSTRUCTION: VN BUILDING AREA Valuation Reg. VALUE PORTION ( Sq. Ft.) Multiplier Mod. .. Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance 1994 UBC Building Permit Fee , ... , 1994 UBC Plan Check Fee Type of Review: D :omplete Review D Structural Only D Repetitive Fee =8Repeats * Based on hourly rate Comments: D Other Rl Hoµrly 2j Hours* Esgil Plan Review Fee. ($) I I $217.881 174.30 $174.301 Sheet 1 of 1 macvalue.doc ,. \ ... : : ,',t ... . ; ' ; ·-.. '~, ... .. . "'_: ~. . ~ /, .. _~ . .... . ·:' ' -........ . ' . ~ •.1-;. ' .... ,., . ' ' .,, '.... . -~ _,.' . 'i-' : . ', -. O-.d.bad PCR01~079 (Old P099•167) April 18, 2001 SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION: ,, $~A (lJ e(,y W#f PAGE 07 1-'.0? PLAN CHECK NUMBER: ~,, • /t, 7 , OWNER'S NAMS: 1-~S&, Pt1 Ul:!L,ot!~-Nt I, as the Owner. or agent of the owner (c;:ontractors-may ow employ the special inspector)i · certify that I, or th• architect/englnaer of record, wlll be rasponslbl.e for employing the special lnspactor{s) as required by Uniform Building Code (UBC) Sec:tlon 1701, 1 for the-construction· project I ted at the site listed above. UB_C Section 106.3.~. Signed___;. ~~~~~W,i~~-.....:.:. ___ _;.. __ . r, u the engineer/architect ofrecotd, certify that I have p1ep1red the following special inspection program M required by _UBC Section 106,3 S for the construction project t~ated ·a~ the site listc~-lb<ivc. , . ' , . ' ' : . ' '• ,._ -·· ' ·,. ~·-. , ~~~. " ... ' . ... C. _....., ...... ......,-....,.._ ____________ ....,,.,......,.. _______ .__;.~---....._ , .--~.-butles'oft~, -~eciar in~;>~-.... ,&:(he work ·11,t~d ~t,~v~;---'·' ., . ,,:' .. , .. ,_ B. ,,-,,,!., .• -t ',,_ .: ' C, Special Inspectors shall check in with the City and present 1heir credentials for approval prior to beginning work on the job site. · ., ~.-. · · ; , ~ $ . . " PLANNING/ENGINEERING APPROVALS PERMIT NUMBER"';mf ?c t2-0 l --ri I . . DATE __ lj_+-J/'--'-1--,0 ,-_;:::.lo~r __ I I ADDRESS __ 3~S::~9 ...... ·'l-!.,.__~~~vr...l,.;,:ei..-,&.Q,,A..)r:::J--w~· l~1t-------------- RESIDENTIAL RESIDENTIAL ADDITION MINOR ( < $10,000.00} OTHER (-NT IMPROVE~ PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLACE· FAIRE COMPLETE OFFICE BUILDING ---------..,....------------ PLANNER--"-____ W __ · _· _· _· -· ---DATE t/ /t~ f cJ I --l--7-f-J--llt'+7 ~-- ENGINEER DATE ---------------,------------ Docs/Mlstorms/Ptanning Engineering Approvals I , .. T •I ~ .•~, .,n , ... JEMP !12'oZI 5L wt~,z:>1& FIX .A:50VE ·,. I •..,4• ·.u- ':[ U.l&ZI!& ~IX :t ~ A:30V:-~ MASTER BE0,RO0M CLOSET bl ;'j \-\--~-----J---.J---4-----L-=-'-'----- r . ~-.. I , ... ) • 3• LIVING A.0 EX & &f',GtlNCs ·- November 1, 1999 Lt, I/ t-4 /z-o (1'A~C~GbL-,. ~ 3/B/zoo-o /e.,.v'Ss ~LI, • Civil Engineering • Land Planni.ng ~ Structural • Surveying STRUCTURAL CALCULATIONS FOR MSK -SEAVIEW 'A' DESCRIPTION: CUSTOM SINGLE FAMILY RES.IDENCE SEAVIEW WAY CITY OF CARLSBAD ARCHITECT: LAWRENCE PEPPER ARCHITECTS P.O. BOX 9593 RANCHO SANTA FE, CA 92067 619-756-5817 1 OF 17 trfATE EXPIRES Office: 16236 San Dieguito Road, #3 -1 l • Rancho Santa Fe Mailing: PMB-N • 132 N. El Camino Real • Encinitas, CA 92024 . _ 171 Phone 858-756-8696 • Fax858-756-8698 '-,:C:., ~ {) / () 7 7 ~- SUM.MARY OF LATERAL OESIGN Grid Eh E P.H. S.P. Lengths T.L. · Unit Shear (vs) Overturning S.P. Type Hold Downs SECOND FLOOR D 1,640 1,640 9 8+5.5 13.5 121 1,093 2 N.R. - F 5,600 5,600 9 6+6 12 467 4,200 3 MST72 G 720 720 9 11 11 65 589 2 N.R.. H 2,900 2,900 9 11 : 11 264 2,373 2 MST48 2 580 580 9 6.5 6.5 89 803 2 N.R. 4 3,600 3,600 9 4.75 4.75 758 6,821 5 HD8A 7 5,190 5,190 9 12+5.5 17.5 297 2,669 2 MST48 10 1,580 1,580 9 3.5+4+2 9.5 166 1,497 2 N.R. .FIRST FLOOR A 1,250 1,250 10 6.5+4 10'.5 119 -1,190 2 N.R. -. B 720 720 10 16 16 45 450 ,2 N.R. C 500 5.00 10 10 10 50 500 2 N.R. . . D 1,220' · t,220 10 9.5 9.5 128 1,284 2 N.R. E ' 3,330 3,330 10 12 12 278 2,775 2 HD5A F 8,770 8,710 10 13.5+6 19.5 450 4,497 3 HD6A H 3,390 3,390, 10 5+6.5 11.5 295 2,948 2 HD5A I 2,650 2,650 10 5+6+10 . 21 126 1,262 2 N.R. 1 720 720 -~ 10 4 4 180 1800 2 HD2A 2 5,170 5,170 10 9+4 13 398 3,977 3 HD5A 3 1,920 1,920 10 REFER TO FASTFRAME CALCULATIONS W 8x18 J;:t~e: 5 6,220 6,220 10 12+4.5 16.5 377 3,770 3 HD5A ·~ 6 1,800 1,800 10 6 6 300 3,000 2 HD5A -- 8 4,300 4,300 10 8+9.5 17.5 · 246 2,457 2 .HD2A S' 9 600 600 10 5+5 10 60 600 2 N.R. ~ 11 1,500 1,500 10 5+5+5 15 100 1,000 2 N.R.· -~ PE.PPER-S£.A VIE.W 'A' 04/02/2001 J Title Job# : Description .... Dsgnr: 10:01AM, 2 APR 01 FastFrame 2-D Frame Analysis V'S.0.8-Page 11 Nodes .•. Node Label 1 2 3 4 Member ... Node Coordinates X y ft ft 0.000 0.000 18.000 18:000 0.000 10.000 10.000 0.000 XRestraint Y Restraint Fixed Fixed Fixed Fixed Z Restraint Node Temp deg F 0 0 0 0 Member I . I Endpoint Nodes I . Member Length ft I X I End Releases J End Releases Label Property Label . I Node J Node A B C W8x18 W8x18 W8x18 1 2 3 Member Stress Check Data ... 2 3 4 10.000 18.000 f0.000 y z X y z Member Unbraced Lengths Slenderness Factors AISC Bending & Stability Factors Label Lu :Z ft A 10.000 B 18.000 C 10.000 Materials ... Member I Yo1._1ngs Label ksi Default ! 1.00 Steel 49,000.00 Section Sections ... Prop Label Group Tag Default W8x18 W8x24 Nocieloads .... Material Default I T Steel T T Steel T Lu :XV 10.000 18.000 10.900 I I Area 1.000 in~ 5.260 in2 7.080 in2 Density kcf 0.000 0.490 K:Z 1.00 1.00 1:00 I I t;>epth Width 0.000 in 0.000 in 8.149 in 5.250 in 7.930 in 6.495 in I Concentrated Loads and Moments Node Label X y Moment 2 1.920k .. MemberDistributed Loads .... Member Load Magnitudes Load Extents Start Finish Label Start. Finish ft ft B -0.200 -0.200 k/ft 0.000 18.000 . Load Combinations ... Load Combination Stress Gravity Load Factors Description Increase X y Basic t.ooo. -1.000 Node Displacements & Reactions . . . Node Label I Load Combination I Node Displacements X y in in 1 Basic 0 0 2 Basic 0.58719 -0.0007'7 3 Basic 0.58522 <0.00245 4 Basic 0 0 K:XY 1.00 1.00 1.00 Thermal in/100d 0.000000 0.000650 I #1. I 1.000 Load Direction GlobalY #1 1.000 I z Radians -0.00560. -0.00347 -0.00116 -0.00673 I I Cm Internal Internal Internal Tf Tw 0.000 in 0.000 in 0.330 in 0.230 in 0.400 in 0.245 in Yield ksi 1.00 36.00 Cb Internal Internal Internal lxx lyy 1.00 in4 0.00 in4 61.90 in4 7.97 in4 82.80 in4 18.30 in4 Load Case Factors #2 #3 #4 #5 Load Case Factors . #1 #2 #3 #4 #5 1.000 Load Combination Factor~ #2 #3 #4 #5 Node Reactions X y z k k k-ft -0.53151 1.07341 0 0 0 0 -1.38849 3.20674 0 0 0 0 (c) 1988-97 ENERCALC. · C:\ec\FastFram\Pepper-Seaview A.FFW V5.0.8 17 10:01AM, 2APR 01 Member End Forces ... Member Label Load Combination A I Basic B Basic C Basic Steel Stress Checks ... Member Load Combination Label A Basic B Basic C Basic Title Job# : Description .... Dsgnr: FastFrame 2-D Frame Analysis V5.0.8- Node " I " End Forces-Node " J " End Forces Axial Shear Moment Axial Stiear k k ft-k k k 1.07341 0.53151 -0.89442 -0.53151 Page Moment ft-k 5.31509 I 1.38849 0.89442 0 I -5.31509 -1.38849 3.02775 -13.88491 3.02775 1.38849 13.88491 . -3.20674 -1.38849 0 Overall @Left-Encf 1/4 Span 1/2 Span 3/4 Span @Right Enc: Shear Maximum 0.204 0.010 0.056 0.103 0.150 0.20, 0.020 0.414 0.207 0.279 0.215 0.013 0.41• 0.100 0.534 0.534 . 0.412 0.289 0.167 0.02· 0.052 . Member Overall Envelope Summary Member Section Axial Shear Moment Deflection Maximum Label k k ft-k in Stress Ratio A W8x18 1.073 0.532 5.315 0.592 0.204 B W8x18 1.388 2.706 10.988 0.151 0.414 C W8x18 3.028 1.388 13.885 0.574 0.534 --> Deflection values listed are the maximum of a sampling of 31 points across the member (c) 1988-97 ENERCALC C:\ec\FastFram\Pepper-Seaview A.FFW V5.0.8 21 l,,t) ~ ? ~ 1.92k . ; 2':q,_,~· i.....L+-'-'-J -'-'---'''-'I *-'-*_,_,_* ..L.! -'---'* L.!i......1.i....1...i-1-i ..L...LJYILI +_L+...L.i ..L! 1-.:i t,...........,_.L.....L-i_,___,_...l....--1-L....L-L---'-,--L-..L...L-1....J......J:......l.....L..L_L.LL..l~ -0.2k/ft W8x18 A W8x18 C W8x18 4 ~r-~ -----------:-16-:--' ____ ___J,;t I 10 04/23/2001 08: 18 1604336953 TEK IMC Off Site Welding Inspection Authorization Acting •• agent for S,,ylew Ruidential LL~ I herby authorize TEK Steel We/ding & F•brlcation to contact David Popiela at 1452 Rincon Villa Rd. Es~ondldo, CA. 11027 Tel: 760-745 .. 0607 for the purposes of shop welding in•pectlan• for the structural steel that will be installed at our property whf~h I• located at Lofl 1.2.3 Seavlew St. Carlsbad. CA As pertained in the lnteroperatlons of state and loc11f building codes chapter 17 # II Special lnspecUons Program. PAGE 02 fol m © m IT WiE: ij . lfil APR 2 4 2001 J·, tl/12-3 12/05/2000 ' City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Permit No:PCR00200 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: PCR Parcel No: Valuation: $0.00 Reference #: Project Title: SEAVIEW Lot#: 0 Construction Type: NEW Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: ISSUED 11/15/2000 CB 12/05/2000 12/05/2000 CHANGE TRUSS MANUFACTURER Applicant: MSK MANAGEMENT, INC. 2141 PALOMAR AIRPORT RD CARLSBAD, CA 92009 619-929-0799 Total Fees: $164.00 Plan Check Revision Fee Inspector: Owner: 5815 12/05/00 0002 01 02 CGP 164-00 Total Payments To Date: $0.00 Balance Due: $164.00 $164.00 FINAL APPROVAL Date: Clearance: NOTICE: Please take NOTICE that approval of your project includes !lie 'Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Cartsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capactiy changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which vou have oreviouslv been aiven a NOTICE similar to this, or as to which the statute of limitations has oreviouslv otherwise exoired. FOR OFFICE USE ONLY PERMIT APPLICATION PLAN CHECK No.PCJ2.0o 2(<0 CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 .. ,9.r/)r!_ ... ! .... K( _9q-/~ 7;·. "1.5 ~0JE¥2?s.r~mo~. ,.. .. . . . . . .. . . _., ... , ... .,s· .. EST. VAL-----'------- Plan Ck. Deposit ________ _ Validated By_-,,..-_,....,, __ +,--=-__ _ Date __ /,_,_1 __ { ....... I s'--1--z_c,_O _ Business Name (at·this address) Subdivision-Name/Number 5e"D.1.he.u.J CT q ft"J. \ Unit No. Phase No. T 6tal # of units Assessor's Parcel # Existing Use Proposed Use # of Bathrooms r Q3IJ784 Telephone# Fax# Telephone# Name Address City State/Zip Telephone# 1$.t,(cO~TAAGl"Pif?.coJViPANY'NAt.fE'.'': : -"'.: = :·.:·: :::..:·::. . " '. ;·· . : .'.: .. "-.' . .,.: ... (Sec. 7031.5 Business and Prc;,fessions Code: Any City or County ,which requires a permit to·construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt th'erefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a per~t subjects the applicant to-a civil penalty of not more than five hundred dollars [$5001). MS~ l)el1e.J~\-G:YQ\Af? scU?:-true,aja?J. fmclY'P~ Cav\<;\,tid Ca :QooB q31d:7f,S Name Address City State/Zip Telephone # State License# (o4d\ f ~ l:, License Class _ . City Business License # _______ _ Designer Name Address City State/Zip Telephone State License # _________ _ :~~·0.-;.WQRKER~'C;OlYI_PENSAT!ON· '~'. ',;_._:: .. '._. ·:·· .. ·· .. .. ~':'::;-;:.,. ..., '."' ·:_. •, . . ,:_:: .. ·:,-_:·>,_ Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: 0 I have and will maintain a certificate of consent to self-insure for workers' compensation as provi.ded by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. [i I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My worker's c mpensation insurance carrier and polic','. ·umbe are: Insurance Company ...L::::1.-!V\~· Ji!l--•..:.\Y\~5:.;IJJ(~ldl..:..:.:,C""-1-,,iP-46"L..L.-?..:~..:>o0'--Policy No. eN ~c}oi-QQ Expiration Date 6 l -bl .... 0 J COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100) OR LESS) CERTiFICA TE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become.subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage ls unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand do ($100,0 OJ, in a ditio to the cost of compensation, damages-as provided for in Section 3706 of the Labor code, interest and attorney's fees. SIGNATURc:~~~L.,.l-~~~:4:,__ __________________ ....:.. DATE ________ _ ,', .. , : ·,_,-,;c:. ·:··•, .">-., . _, ,: . .' ' .. , ' --~ :._ --,: ,; . J. - I hereby affirm that I am exempt fro the Contractor's License Law for the following reason: 0 I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec, 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). 0 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves t_hereon, and contracts .for such projects with contractor(s) licensed pursuant to the Contractor's License Law). 0 I am exempt·under Section ______ Business and Professions Code for this reason: 1. I personally plan to provide the.major labor ,ind materials for construction of the proposed.property improvemE!nt. 0 YES ONO 2. I (have / have not) signed an application for. a building permit for the proposed work. 3. I have contracted _with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number): 4. I plan to provide portions-of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number/ contractors lice11se number): _______________________________________________ _ 5. I will provide some of the work, bllt I have-contracted (hired) the following persons to-provide the work indicated (include name/ address/ phone number/ type of workl: _________ ,__--=--,-..---+--~---,-------------------------------------------- DATE PROPERTY OWNER SIGNATURE -==1,~o£.-..a,,,,.,L-==.::.,,..1¥-------------------------i¢9MeL~E·J~is'·$ECTiQtJ;FOl:l, :·.::. ·r.,-.... , »".·'. ..• -. , Is the .applicant or future 6uilding occupant required to submit a business plan, acutely hazardous materials registration form or risk 'management and prevention program under Sections 25505, 25533 or 25534 of.the Presley-Tanner Hazardous Substance Account Act? 0 YES O NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 YES O NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES O NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. !i"{.j::qrfsj~_iici'i_o1fi~oiffcf~G~NCY/< :·;:.:·:t. :;~ _; ·'_.:'.--·... ··,: '"·";, .. ,. ·· _·:.: ,_ · ·, ,_ ,.. I hereby affirm that there is a construction lending agency for the p-erformance of the work for which this permit is issued (Sec. 3097(i) Civil Code). LENDER'S NAME _____________ _ !.~;;:._ APfLICAt!lt-CE;8:rlFIC~Tl01'f :·~ ... ;· ~-.. · .'o·· , •~'!")..-n.., ~V"' ~ , . ' -~: .,,_. ··--1,·-. I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the Citt of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, ,iUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CiTY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is n t commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is o r.!!~nce for a er d of .1 ao days (Section 106.4.4 Uniform f?uilding Code). DATE I { -ls" -tJV YELLOW: Applicant PINK: Finance ·,,,! EsGil Corporati.on 1 I an Partnersfi.ip witfi. (jovernment for 'BuiUing Safety _( ,-' DATE: November 30, 2000 J ' 1 Cl,AP-P4C..ANT ~l ll_J_URIV ' -, JURISDICTION: Carlsbad·. j D PLAN REVIEWER i D FILE PLAN CHECK NO.: PCR00~260·(~ld PC99-167) SET: I PROJECT ADDRE=SS: Seaview Way _--ft ~ PROJECT NAME: Revisions to Truss Calculations D D D D D ·~ D The plans transmitted herewith have been corrected where neces;ary and substantially comply with the jurisdiction's building codes. '-; ~1 The plans transmitted herewith will substantially comply with the-jfurisdiction's building codes when minor deficiencies identified below are resolved and checked ·by building department staff. The plans transrnitted herewitM have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck; The check list transmitted herewith is for your information. Th:e plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicanf.5-copy of the check list is enclosed for Urn jurisdiction to forward to the applicant contact2erson. ' ? Thi ap~Iicant's copy of the check list h• been sent to: · - Jim K~mphuis 5142 Avenida Encinas, Carlsbad, CA. 1'2008 ~sgil Corporption staff did not adviseW,e applicant that the· plan check has been completed. Esgil 'Corpqration staff did advise tti~pplicant that the plan check has been completed. . / ' · Person c.oritacted:· Telephone#: bate contacted: (by: Fax·#: '• Mail , Telephone Fax In Person '~. 'l REMA'i:~KS; Truss Lay-out Plans must be wet stamped and si~ned by Engineer of Design.(See enclosed Ctiapter Policy) l \ By: Bill Elizarraras Esgil Corporation D GA O MB D EJ Enclosures: 11/1.6/00 \ ' \ trnsmtl.dot '""'.'.'" 9320 Chesapeake Drive, Suite 20'8/'\i 'Si\,n Diego, Califo1*ia 92123 + (858) 560~14(>8 + Fax (858) 560-1576 I , -· • SAN DIEGO AREA CHAPTER International Conference of Building Officials CHAPTER POLICY Policy No. 106.3.4 THE SAN DIEGO AREA CHAPTER OF THE INTERNATIONAL CONFERENCE OF BUiLDING OFFICIALS APPROVES THE CONTENT OF THIS CHAPTER POLICY AND RECOMMENDS ITS AOOPTION BY THE MEMBERS OF THlt' CHAPTER. CHECK WITH THE LOCAL INSPECTION JURISDICTION BEFORE BEGINNING ANY INSTALLATION BASED ON THIS POLICY., SUBJECT: TRUSSLAYOUTPLANS CODE YEAR: 1994 DRAFTED BY: Kathleen Trees APPROVAL PATE: 7 /20/98 QUESTION/ISSUE: CROSS REF: CO:M:MITTEE: Code REVISION DATE: Should the layout plan for engineered components (i.e., trusses, prefabricated wood I- j oists, etc.) be stamped and signed by the engineer or architect who designed the. engineered component? BACKGROUND: The truss layout drawing shows the location of the individual engineered components, .If and if a particular component is designed to support other components or additional loads (i.e., a girder truss or I-joists supporting a spa, etc.) it's location -becomes important. Incorrect placement could produce a failure. Signed drawing means that the trusses have been reviewed for-location with respect to special loads and the overall structural design. In the past, there have been instances when there has been a lack of coordination between the truss manufacturer and the architect ot engineer of record: This lack of coordination results in inadequate supporting elements for e_ngineered components. For example, if a girder truss is placed in a different location than the architect or engineer of record intended, the header .suppor:ting the trusses needs to be reviewed for adequacy. Unless the engineer or architect of record reviews the layout drawing and adjusts the framing plans or the truss layout plan, their may ·be inadequate support for the system. POSITION: In conventional construction, elements designed by an Engineer or Architect must be signed ap.d sealed per State Bu~iness and Professions Code Section 55:37. Prefabricated, engineered component products, such as metal plate connected wood trusses, and prefabricated wood I-joists are to be designed and sealed by a registered professional engineer. The supplier and/or manufacturer of the prefabricated-engineered component prod~cer prepares the placement plan which is to be used as a guide for the location of th~ component products within a structure. The location of the prefabricated-engineered components may be critical with respect tq the design of the overall building, and therefore, it is within the scope ofresponsibility of the Architect and/or Engineer ofRecord to review the placement plan. The placement plan. should be reviewed, then stamped and signed by the Architect or Engineer of record since the structure no longer complies as an exempt structure. As an alternative, the Building Official may ·allow the architect or engineer of record to stamp the layout plan with his or her "shop drawing approval stamp" if the information from the location plan on the submittal drawings. Changing suppliers requires that the engineer or architect of record review stamp and sign the new layout. The Building Official, at his discr~tion, may waive the requirement for obtaining an architect or engineer of record, depending on the complexity of the project. REASON: The Placement Plan is not an engineered drawing and is not intended to replace the . construction design documents. The overall design of the building, however, is the responsibility of the engineer or architect of record and it is his or her responsibility to ensure the supporting structure is adequate. It is also the responsibility of the Engineer or Architect of Record's to ensure the trusses support any additional loads. The supplier of prefabricated-engineered component products generally enters into contract with the contractor to provide design dtawi11g/calculations and Placement Plans to the contractor for submittal to the co.de official and to the Architect and/or Engineer of record for their review and approval. Any lack of coordination, therefore exists between the contractor and the Architect and/or Engineer. Requiring the Specialty Component Engineer to sign the placement plan ~oes not alleviate the problem oflack of coordination. The Specialty Component Engineer assumes responsibility for the individual structural component designs by placing his,or her Engineer's seal on each individual structural component design. · The Architect or Engineer of Record is responsible for the overall building or structure design, which includes adequate load transfer from the roof to the foundation. The placement of structural framing members such as trusses is an important part of this process and therefore should be reviewed and approved by the Architect and/or Engineer of record. Placement of their stamp or shop dr~wing approval stamp on the Placement plan signifies the Architect or Engineer of record has received the plans, reviewed them and finds them to be in compliance with the overall structural design of the .building de~ign.-; When the contractor/owner changes companies, the contractor/owner must have the truss package reviewed then stamped and signed. again by the engineer or architect of record, then he must return it to the. Building Offici~ for review and approval. ALL JURISDICTIONS (EXCEPT THOSE l,ISTED BELOW) HA VE ADOPTED THIS POLICYAS WRITTEN. (NONE NOTED) 2 VALUATION AND PLAN CHECK FEE · JURISDICTION: Carlsbad 167) PREPARED BY: Bill Elizarraras BUILDING APDRESS: Seaview Way BUILDING OCCUPANCY: R3/Ul BUILDING PORTION Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA. ( Sq. i=t.) !_, __ ,. ,_ -,' ',, :~9 ·,-, , .. -., ,' _., ,~~, ,• ,I J 1994 UBC Building Permit Fee ! 1994 UBC Plan Check Fee Type of Review: tJ Complete Review Valuation Multiplier Oother PLAN CHECK NO.: PCR00-200 (Old PC99- DATE: N.ovember 30, 2000 Revisions TYPE OF CONSTRUCTION: VN Reg. Mod. VALUE ($) · D·structural Only D Repetitive Fee [ERepeats 0 Hourly 1.5 j 130.731 Esgil Plan Review Fee Commer,its: Sheet 1 of 1 macvalue.doc ,,~ -) ' ~ = = I = = I co = = I = = I co 12-02-00 23-00-00 Seal~ 1/8" Date: b9-25-2000 PLAN B DETACHED GARAGE j PLAN ~R1 DETACHED GARAGE · I I ' CUSTOMER:HELIX CONSTRUCTION DEVELOPER: MSK PROJECT:SEAVIEW LOCATION:CARLSBAD GENERAL LAYOUT NOTES: ORIGINAL DATE:SEPTEMBER 22. 2000 BID NUMBER: 19912 DRAWN BY: Jarrod Lippen@ Caltruss 1. Truss spacing is 24" O.C. U.N.O. 2. Truss loading is tile. 3. Roof pitch is 4: 12 U.N.O. 4. - - -denotes vault ceiling areas with a~ 12 interior pitch U.N.O. 5. 24" overhangs typical U.N.O. 6. All dimensions to be verified prior to fabrication . 7. Bottom chord of truss must not come in contact with interior nbn-bearing walls. 8. Recommended hangers are Simpson or Equal checkedfor vertical loads· .only and must be approved by the . Engineer ofRecord .. 9. Hangers are supplied by others. 10. See all "Warnings" and "General Notes" on truss engineering for important details prior to any erecting or loading of trusses. 11. Truss framing plan refers to location & vertical loading of trusses ONLY! Lateral loads, diaphram nailing, conv. framing hangers.tonnections. & support designs by project architect or engineer of record. No review·or . inspection of these items are 1 implied. · 1· ~---------------~---------------~- ,,,, .;."~ Copyright (cl CompuTrus Inc. GENERAL Familiarity with the CONSTRUCTION DESIGN DOCUMENTS, the TRUSS DESIGN DRAWINGS, and TRUSS PLACEMENT PLANS (1f required by the CONSTRUCTION DESIGN DOCUMENTS) is required to properly erect, brace, and connect the trusses to the building system. All of the care and quality involved in the design and manufacture of wood trusses can be jeopardized if the trusses are not properly handled, erected, and braced. THE CONSEQUENCES OF IMPROPER HANDLING, ERECTING, AND BRACING MAY BE A COLLAPSE OFTHE STRUCTU.RE, WHICH AT ~rJ:to~~~~~~t~~~~~?o"E~; ~~g~RAht~~1i\~~~:T~~:c~~~~~~i 0:0¥~~ A RESULT OF IMPROPER DESIGN OR MANUFACTURE. Prior to truss erection, the builder/erector shall meet with the erection crew for a safety and planning meeting, making sure each crew member understands his or her roles and responsibilities during the erection process. TEMPORARY ERECTION BRACING Trusses are not marked in any way to identify the frequency, or location of temporary erection bracing. All temporary bracing shall comply with the latest edition of Commentary and Recommendations for Handling, Installing & Bracing Metal Plate Connected Wood Trusses (HIB), pub- lished by the Truss Plate Institute, and/or as specified in the CONSTRUCTION DESIGN DOCUMENTS prepared by the building designer. PERMANENT TRUSS BRACING Permanent bracing for the roof or floor trusses is the responsibility of the building designer and should be shown on the CONSTRUCTION DESIGN DOCUMENTS. Permanent bracing locations for individ- ual compression members of a wood truss are shown on the TRUSS DESIGN DRAWINGS, and shall be installed by the building or erection contractor. This bracing is needed for the proper performance of individual trusses within the roof or floor system. The design and connection of the bracing to the truss and then to the overall building system is the responsibility of the building designer, and is in addi· lion to the permanent bracing plan, which is also specified by the building designer. SPECIAL DESIGN REQUIREMENTS Special design requirements, such as wind bracing, portal bracing, seismic bracing, diaphragms, shear walls, or other load transfer elements and their connections to wood trusses must be considered separately by the building designer, who shall determine size, location, and method of connections for all bracing as needed to resist these forces. UNLOADING & LIFTING AVOID LATERAL BENDING NEVER HANDLE TRUSSES FLAT Beginning with the unloading process, and throughout all phases of construction, care must be taken to avoid LATERAL BENDING of trusses, which can cause·damage to the lumber and metal connector plates at the joints. USE SPECIAL CARE IN WINDY WEATHER. IF USING A CRANE WITHIN 10 FEET OF AN ELECTRIC LINE, CONTACT THE LOCAL POWER COMPANY. IF USING A CRANE WITHIN 5 MJLES OF AN AIRPORT, CONTACTTHE AIRPORT 30 DAYS PRIOR TO ERECTION TO LEARN ABOUT ANY SAFETY REGULATIONS THAT MUST BE FOLLOWED. JOB SITE HANDLING ALL TRUSSES SHOULD-BE PICKED UP AT THE TOP CHORDS IN A VERTICAL POSITION ONLY Proper banding and smooth ground allow for unloading of trusses without damage. This should be done as close to the building site as possible to minimize handling. DO NOT break banding until instal- lation begins. Hand erection of trusses is allowed, provided excessive lateral bending is prevented. DO NOT STORE UNBRACED BUNDLES UPRIGHT DO NOT STORE ON UNEVEN GROUND If trusses are stored vertically, they shall be braced in a If trusses are stored honzontaljY,6kicking should be used manner that will prevent tipping or toppling. Generally, on eight to ten foot centers,..or as reqwred, to minimiz:1 cutting of the banding is done just prior to installation. lateral bending and moishfre gain. CARE SHOULD BE EXERCISED WHEN REMOVING BANDING T.0~1D DAMAGIN~OSSES. During long term storage, trusses shall be protected from~he ~ronment in a manl)er that provides for adequate ventilation of the trusses. If tarpaulins or other aterial is used, the en9s'shall be left open for ventilation. Plastic is not recommended, since it can,! moisture. . / HOISTING ALL TRUSSES THAT ARE ERECTED"<>NE AT A TIME SHAti.,,se-Fleun;->;i=i:""i.'rIN"l>Ostrr<m BY THE ERECTION EQUIPME"9"AfNTIL SUCH TIME Alj,Ai;,i,,NECESSARY BRACING HAS BEEN INSTALLED AND THE ENDS,OF THE TRUSSE5 AR&SEGURELY FASTENED TO THE BUILDING. . L/ ....... AVOID~ '" £ --•. ! /\ Tagline .\ BEGINNING THE ERECTION PROCESS It Is Important for the builder or erection contractor to provide substantial bracing for the first truss erected. The two or more trusses making up the rest of the first set are tied to and rely upon the first tnlss for stability_Llkewise, after this first set of trusses is adequately cross·braced, the remaining trusses Installed rely upon this first set for stability. Thus, the perfonn- ance of the truss bracing system depends to a great extent on how well the first group of trusses is braced. GROUND BRACE -EXTERIOR One satisfactory method ties the first unit of trusses off to a series of braces that are attached to a stake driven into the ground and securely ancho_red. The ground brace Itself should be supported as shown below or it is apt to buckle. Additional ground braces in the opposite direc- tion, Inside the building, are also recommended. Note: Locate ground braces for first truss directly in line with all rows of top chord con· tinuous lateral bracing (either temporary or permanent). GROUND BRACE· INTERIOR Anq_ther satisfactory method where height of building or ground conditions proh1b1t bracing from the exterior is to tie the first truss rigidly in place from the interior at the floor level, providecUhe floor is substantially completed and capable of supporting the ground "bracing forces. Securely fasten the first truss to the middle of the build- ing. BraceJhe bracing similar to exterior ground bracing shown at left. Set trusses from the middle toward the end of the building. Properly cross-brace the first set of truss- es before removing floor braces and setting remaining trusses. ~ ' f ";/'\ 'SI I ~mlmumsize • ;::> u Enddiagonalstogroundstalros This level represents U ~ ~netration groundflCJ?rC!nsingle a ); story applications ~ !::! 'Chord ~ "-INADEQUATESIZE,.OF BRACING MATERIAL OR INADEQUATE FASTENING 15 A MAJOR CAUSE J: "OF ERECTION DOMINOING. ~ "" "' ~ n: ERECTION TOLERANCE ~ 1 ~+~ :C " f"··+-11 ~g'"~ Le;~~r J: esserof ~ t-+11 .. j_ D/soor2• ~ Length16'to32' =1· Length16'to32' =1· ':rl -" Plumb Bob ~ength 32' & over = 2• Length 32' & over = 2• ~9omplylng with erection tolerances is critical to achieving an accep roof or floor line, AND TO ACCOMPLISHING ::E-El'F"tC11VE1!RAtll'IG. Sening irusses"wi/!'iil't~nce the first time will Pf ent the need for the hazardous practice of CC respacing or adjusting trusses when roof sfiea.thlng er roof pu,lins are installed Trusses leaning or bowing can cause nails !.11 to miss the top chords when sheathing is aw'~~~; cumulative stresses on'the bracing, which is a frequent cause ,< of dominooog. WHEN SHEATHING, MAKE SURE -~~DRIVEN fNTOTIIETOP-CHORD OF THE TRUSSES. i BRA6l~G ~ @ I l:,L":!!t.. I~ a: C z C :,,:: j m a: ~ a. a. C ~ z lfi 0 a ~ '"' t- !!l :I: !!:: ocl ~ ~ ~OSSES~O~K ONi-oo NOTWALK ON TRUSSES I ON TEMPORAljlLY UNB~ACEDTRUSSES OR,GABLE ENDSlLYING FLAT CONNECTED SUPPORTS I I ti Allanchors,hangers,be-downs.seats,tieartngledge~ ,:~h~ / etc.,that are part ofthe SUlll>0"1ll9 stfucture-shaU·be ·-.,. accurately and pr9PQrly placed and permanentfy .... ~ _,,. nails attached before tru$S installabon begins. No trusses shall ever be installel:i on anchors or ties that have tern· ce porciry connections lo the supporting structure. I T NAILING SCABS Td THE END OF THE BUILDING TO ~ I ,ng BRACE THE FIRST fRUSS IS NOT RECOMMENDED. / / All nalfing of bracing should be done so that naifs are • l. • 'Al!-S IN WITHDRA AL driven perpendicula to the direction of force, as showr WELL NAILED rArALLEL TO FORGE) at nghl I (PER~R TO FORCE) J31\1ACING REQUIREMENTS FOR 3 PU}NES Ofi ROOF ---,rary erection bracing must be. applied to three planes of the root!system to ensure statxhty: Plane 1) Top Chord ing), Plane-2} Bottom Chord (ceiling plane). and Plane 3) Web Member plan€ or vertical plane P.erpendicular to . I L . I ~------>) TOP-CHORD·PLANE.-Most-importanMo-the-builder-2)•BCJl:rOM CHORD NE.-ln-omerlto hold proper .. . I Tagline Use. spreader bar in ALL other cases. It should be noted that the lines from the ends of the.spreader bar "TOE IN"; if these lines should "TOE our the truss. may,fold in half. -------over60feet-------i Tagline fagline For lifting trusses with spans in excess of 60 feet, it is recommended that a strongback/spreader bar be used as illustrated. The strongback/spreader bar should be attached to the top chord and web members at intervals of approximately 10 feet. Further, the strongback/spreader bar should be at or above the mid-height of the truss to prevent overturning. The strongback/spreader bar can be of any material with sufficient strength to safely carry the weight of the truss and sufficient rigidity to adequately resist bend- ing of the truss. erection contractor is bracing in the plane of the top spacing on the bottom chord. temporary bracing is rec- chord:Truss top chords are susceptible to lateral buckling om mended on the top of the bottom chord. before they are braced or sheathed. EXACT SPACING BETWEEN TRUSSES StiOULD BE MAINTAINED AS BRACING IS INSTALLED to avoid the hazardous practice of removing bracing to adjust spac- ing. This act of •adjusting spacing'" can cause trusses to topple if connections are removed at the wrong time. Continuous We~ralbracing Connect end of bracing to rigid support or add diagonal Bottom Chord bracing at approximately 20' intervals (repeat at both ends} ...... • ~~ ~~an~~rr:i~~p~c~~~~~n~Pat~~rg~~ ing and closer intervals between diagonals. Consult the building designer or HIB and OSB (Recommended Design Specrfication for Temporary Bracing of Meta/-Plate Connected Wood Trusses) for details. DIAGONAL OR CROSS-BRACING IS VERY IMPORTANT! t_ 3) WEB MEMBER PLANE. "X" BRACING, AS SHOWN, IS CRITICAL IN PREVENTING TRUSSES FROM LEANING OR DOMINOING. REPEAT AS SHOWN TO CREATE A SUCCESSION OF RIGID UNITS. Contln~racing lateral bracing - Web members ~15•-+l+---15•....J max. max. X-bracmg should be installed on vertical web members wherever possible, at or near lateral bracing. Plywood sheathing may be substituted for X-braclng. Web members Note: Top chords and some web members are not shown, in order to make drawings more readable. DO NOT USE SHORT BLOCKS TO BRACE INDIVIDUAL TRUSSES WITHOUT A SPECIFIC BRACING PLAN DETAILING THEIR USE ~ BRACING REQUIREMENTS USING THE SAME PRINCIPLES APPLY TO PARALLEL CHORD TRUSSES STACKING MATERIALS DO NOT PROCEED WITH BUILDING COMPLETION UNTIL ALL BRACING IS SECURELY AND PROPERLY IN PLACE NEVER STACK MATERIALS ON UNBRACED OR INADEQUATELY BRACED TRUSSES NEVER STACK MATERIALS NEAR A PEAK e NEVER STACK MATERIALS ON THE CANTILEVER OF A TRUSS @ NEVER OVERLOAD SMALL GROUPS OR SINGLE TRUSSES. POSITION LOAD OVER AS MANYTRUSSES AS POSSIBLE. 8 NEVER CUT ANY STRUCTURAL MEMBER OF A TRUSS. Proper distnbution of construction matenals Is a must during construction. Always stack materials over two or more trusses. Roofing and mechanical contractors are cautioned to stack materials only along outside supporting members or directly over inside Supporting members. Trusses are not designed for dynamic' loads (i.e., moving vehlcles). Extreme care should be taken when loading and stacking construction materials (rolled roofing, mechanical equip-- ment, etc.) on the roof or floor system. Sleepers for mechamcaJ equipment should be located at panel points (joints) or over main supporting members, and only on-trusses that have been designed for such loads. CAUTION NOTES Errors in buildjng tiqes and/or dimensions, or errors by others shall be corrected by the contractor or responsible con- strucllon trade subcontractor or suppher BEFORE erection of trusses begins. Cutting of noll5b¥ctural overhangs is considered a part of normal erection and shall be done by the buflder or erection con- tractor. Any field modification that involves the cutting, dnlling,.or relocation of any structural truss member or connector plate shall not be done without the approval of the truss manufacturer or a licensed d~sign professional. The methods and procedures out!in~ are intended to ~ that the overall construction techniques employed wm put floor and roof trusses SAFELY in place in a completed structure. These recommendalfons for bracing wood trusses originate from the colJeclIVe expe-- rience of leading technical persoMef In ~e wood truss Industry, but must, due to the nature of responsil>ihtles Involved, be presented only as a GUlqE for use IJoJ a qualified ~uilding designer, builder, or erection cot1bactor. Thus, the Wood Truss Councd of America expressly disclaims arry responsibility for damages arising from the use, application, or rerlance on the recommendations and Informa- tion contained herecn Selected text and figures referenced or reproduced from HIS and DSB by permission of the Truss Plate Insbtute, Madison, WI. WOOD TRUSS COUNCIL OF AMERICA One WTCA Center 6425 Normandy Lane Madison, WI 53719-1133 608/274-4849 • 608/274-3329 fax wtca@woodtruss.com • www.woodtruss.com Copyright O 1986-1999 Wocx:1 Truss Council of America ,,·';'. ,r,'-! /i~ CALIFORNIA TRUSS Co.,INC .. 23665 CAJALCO ·R·c. PERRI'S., CA. 92570 .· (909)657-7491 ENGINEERING JJI ·. CUSTOMER: . ' PROJECT: . DEVELOPER . . LOCATIO·N··~ ·_ HELIX CONSTRUCTION · ''SEAVlEW'' ·· ·MSK .. ( . . . . o rta ~ re qq --1v 7 CARLSBAD,CA . U --. · SEP 2 8 ·2fJOI· PLANS A,B,C. · 7ct2i.06?dCO BLOO PEPT USE ON~Y-WETS,AL r:i ICBO Evalu-ation Service·, Inc.:.·· 5360 WORKMAN MILL ROAD · ·• WHITTIER. CALIFORNIA 90601-2299 .·. A subsidiary corporation of the h1ternati.Onal Conference of_ Building Officials . EVALUATION ·R·EPO:RT:-· Copyrighl ~ 1999 IC~O Evalualiori Service, Inc . .. Filing Category: FASTEN~RS-Steel Gusse~ Plates .. (066) COMPUTRUS TRUSS PLATES . ·. · COMPUTRUS, INC. · : . 10370 HEMET STREET, SUITE 200 RIVERSIDE, CALIFORNIA 92503 .1.0 SUBJECT CompuTrus Truss Plates for Wood Trusses. · . . . . 2.0 OESCRIPTION 2.1 General: · • The Compu,:"rus Truss Plates are flat steel plates designed .lo connect wood truss members. The plates are manufactured from galvanized· steel and come in various lengths and . widths, and.have integral teeth that are designed to laterally transmit load between truss wood members. Plans and cal• . culations must be submitted to the building official .fortrusses · · using truss plates descr!bed in this report. . . . . · · 2.2 Materials; The CompuTrus truss plates ar:e punched from No. 18 gage [0.0454 inch (1.15 mm) base metal thickness) and No. 20 gag_e [0.0375 inch {0.95 mm) base·metal thickness) G60-gai-·. vamzed sheet sleel complying wi~h the mechanical require- ments established in ASTM A 653 SQ Grade 33 or higher. _. Each plale has 9.4 teeth per square inch of plate; each toot~ . is approximately 1/3 inch (8.5 mm) Jong and approximately 0.106 inch (2.7 mm) wide. The teeth are punched in pairs, wilh each pair spaced 1/4 inch (SA mm) on center along !he.width of the plale, and 0.85 inch {21.6 mm) on center along the length. Alternating rows of teeth are staggered 0.10 inch (2.5 mm) from adjacent r<;iws. The ·cN· series plates are identical to the ~c· series plates. except that ever, third row of teeth is omitted. Plates are ·a.as inch (21.6 mm) in length, and are available in widths of up to 12 inches (305 mm), in 1/2-inch ( 12. 7 mm) increments, as required by design. The plates are applied to truss members in pairs, with one plate on each lace of each joint, using a power press constructed in accordance with the manufacturer's specifications. See Figure 4 for de~ tails of plate dimensions. . : . . • . • · 2.3 Allowable Loads: Tables 1, 2 and 3 provide allowable lateral loads, tension loads and .shear loads. respectively, for the CompuTrus truss_. plates. These values are based on the. National Design Standard for Metal Plate Connected Wood Truss Construe-· tion, ANSIITPI 1-1995. A copy of the ANSI/TPI 1-1995 stand· ard must be supplied to ihe building department when this is requested by the building official. · 2.3.1 Lateral Resistance: Each CompuTri.Js truss plate . must be designed to transfer the required load without ex· ceeding the allowable load per square inch of plate contact area. based on species on th_e orientation _of the teeth relative· . . ER-4211 · -Reissued.January 1, · 1999 . . . . · to ·the load, and on the airection of load relative to grain. De- sign for lateral resistance must be in accordance with Seclic~, 11.2.1 of ANSI/TPI 1-1995. Table 1 provides allowable lateraf loads for the truss plates. · · · 2.3.2 Tension· Res~stance: · Each CompuTrus .truss plate must be designed for.tension· capacity, based on the orienta- li~n of. ihe truss plate relative 10 the direction of load. ·O~sign . for tension must be in accordance with Section 11.2.2 of ANSI/TPI 1 • 1995. Table 2 shows allowable tension loads for the truss plates; Additi_onally, the net s·eclion of the truss plates fo_rtension joints must be designe·d using the allowable tensile.stress of th~ metal,. adjusted by the truss plate tensile effectiveness ratios shown in Table 2. · . · · 2.3.3 Shear Resistance: Each CompuTrus truss plate must be designed for shear capacity, based on the orientation of the plate relative to all possible lines of shear. Design for shear m_ust be in accordance with Section 11.2.3 of ANSI/TPI 1-1995. Table 3 shows allowable shear loads for the truss : plates. Additionally, the nel section of the truss plates for heel joints and other joints involving shear must be designed using the allowable shear values for the truss plates, adjusted by the s!)ear resistance effectiveness ratios shown in Table 3. 2.3.4 Metal Plate Reductions: Several allowable-load re- duction factors for the metal plates, when they are applicable, most be considered cumulatively in the design of truss plates used in fabricated wood trusses: 1. Allowable laieral resistance values for the CompuTrus truss plates must be reduced by a strength reduction lac· tor. OR, shown in Tabla 4, when the plates are installed in. lum~er by means of a single-pass, full-embedment roller system having minimum roller diameters equal to 18 inch· es (457 mm). This reduction does not apply to embed· merit hydraulic-platen presses, multiple roller presses Iha! use partial embedment followed QY fuli-embedmenl ,rollers, or. combinatio·ns of partial. embedm!nt .roller . presses and hydraulic-platen press.es that feect trusses into a stationary finish roller press. Wh~n trusses are f ab· · ricated with single~pass roller presses, the calcu!ations . for the truss design submitted to the building department for approval must specify the minimum diameter of the roller press and the appropriate strength reduction factor from this report. 2. Allowable lateral resistance values for the CompuTrus ·truss plates must be reduced by 15 percent when the plates are installed on the narrow face of truss lumber members. 3.. Allowable lateral resistance values must be reduced by -20 percent when the CompuTrus truss plates are installed in lumber having a moisture content greater than 19 per· cent at the time of truss fabrication. l:'1·nl11111i1111. rtp11rtt !1/ U,."00 lfra!11111i,,n .'itf'\·ict, In,·., art iisutd :snl~l! t,~ prt1rfdt i,rf11rina.1i,111111 C.'la.u :\ irrt1t1htr1 11/ /(.'HO. 11/iii:ing tl1t c11dt 11p11n which tlrt rrpt1rf J . is'bns,.,J. f:1·~l11ari11n rtp,,rrs 11rt ,r,11 t,, bt c,1nstrt1rd as i-tprtrtntin,c arsrhttkt ur. ""·' utlur artrih11trI 11,11 \p1·1·ijira/~v a,IJnutd 11,,r ar a11 r111J,1rrcint11I 11r rrru1t1uttt1• ,~~ cur 11/ 1/1,: rnbjrrt rtp,,rt •. · . . . . . · . . . · . , · · · · · ~ /,ifr1i:; .. ;;,}r,;r· har,, 11p,in ind,prm,1/,,, tt.ri., ,,, ,,,1t.~, ttr1,nira1 da111 su-,,,,;;,,,,.,,:r ,,,, ""r'k""'· r1,dc1ro 1:·m111a1i,,11 .,·,n·ict. 1nr .. 1uh11ir111 ru,u 1,a:s ,;,.;, .. -,,th". ~lt!tl umlt, ,i111ll11r ,ul,tr 1/nta. l,111 rl,it.r n11t p111ttf.U. 1,:i1 ful'ilitirr 1,1 ,nakt 1111 in,!tptt11ltt1I 1;,:rifi1·11ti11n. rJrtrt' i.r 11111mrr11111y b,\' f(.'(IIJ 1-:,·al11nti1111 .'irn·i,·t. lnr .. r:sp~~Jf · .,~ . fir,/. 1H 111 a11,r .,,-·;n,lim(" ,,, 11tf1rr ,n11mtr ;,, 1h11 ;,p,m ,,r n:s 1,1 ""·" pmd11tt ,·,1,·trttl b.r 1f1t ·rtp,ort, T/1ir ilir,·laimtr in,·t11rlt.r. h111 i.r ""' fitniuJi,,. m,rrclr11ntal11lrt]. Page 1 of 5 . ~ (j Page 2 of 5 . . . . 4. Allowable lateral resistance values for CompuTrus truss _plates i~slalled at_the heel joint of a fabricated wood lruss · must be reduced by t~e heel-join! reduction factor, HR, as · follows:· · . · . . . . · . .' . HR·= 0:85 -0.05{12tan.B -2°.0) . . . ·. . . . . where: ·. e = , .Angle between lines of action. of the lop and bottom . chords (shown in figure 3). .. · · · · Where the top chotd slopes are greater than ·12:12 (100%. · slope), this heel-joint. re9uction factor is not applied; . 2.3.5 Co~bined Shear ~nd .Te~·sion: . Each CompuTrus . truss plate must be designed for combined shear and tension ·capacity, based on, the orientation of the truss plate relative to the directions.of loading. Oesigri·f9r combined $hear anq ten-, sion must be in accordance with Section· 11.2.4 of ANSI/TPI · 1-1995; . . 2.3.6 · C~mbined .Fl~xure and Axial Lo~ding: Truss plaies designed for axia.l.forces are only permitted as splices io the top and bottom chord when the splices are within 12 inches : · · (305 mm)-ol the calculated point of· zero moment. Design of truss plat.es al splices in the top and bottom chord that are not placed within 1.2 i~hes (305 mm) of the calculated point or · zero moment must include . combined flexure and axial stresses. · · 2.4 Truss Design: Plans and calculations must be submitted lo the building offi- cial tor lhe· I,us~es using truss plates described in this report .. The truss design must show compliance with the code and accepted engineering principles. All~wable loads for the truss , plates may be increased for duration of load in accordance · with the code. Calculations must spec#fy the deflectic;,n ratio · Qr lhe maximum deflection for live and total load. For each truss design draw_ing, ·the following information, at a mini· mum, should be specified by the design engineer: · 1. Truss span, spacing; ;ind ~lope or depth. · . 2· .. · Dimensioned location of truss joints. · 3. Model, size· and dimensioned location of truss plates al · each join!. · · · 4. Truss chord a11d° web lumb~r size, species, :and grade. · · 5. Required bearing widths al truss supports,· .. 6. Top and bottom chord live and dead loads, concentrated . · loads and their locations. and controlling wind or earth-. quakeloads. · · 7 •. Design calculations conforming to ANSVTPI 1-1995 and. any adjustments to lumber and truss plate allowable val-. ues for comjitions of use. . ' 2.5 Truss Fabrication:' Plafe connectors shall be installed by an approved trussfabri- calor that has an approved quality assurance program cover-· ing the wood truss manufacturing and inspection process in accordance with Sections 2304.4.4 and 2321.3 of the code and Section 4 of ANSl/fPI 1-1995. The allowable loads rec- ognized in this report are for plates that are pressed into-wood truss members using · hydraulic or pneumatic embedment presses; multiple roller presses that use partial embedment followed by full~embedment rollers: or combinations of partial embedment roller presses and.hydraulic-platen presse~ lhat . ' . . . . 7"'~. j -\ . ER-4211 feed trusses. into ·a· stationary linish roller pr!SS or, if the 'ad- . justmenl factors given in Table 4 are used, single-pass roller pr~sses. . . . . . . .· . · When truss fabricators use sjngle-pass roller: presses, the ·. rollers must have minimum-18-inch (457 mm). diameters • Plates embe~ded with a single-pass, full-embedment roller . press must be preset. before passing through the roller press • . · by striking al least two opposite. con:1ers of each plate with a hammer. · · · :2.6 Identification: . . . The CompuTrus "C" Series. plates ate embossed with the· designation "C-20" or ·c-1 s; for the No. 20 gage or No. 18 gage plates; respectively. For the -~CN"_ series,--the No.,;~.· gage plate is identified by the designation "CN-20" e!llbossed .. on the plate, and the No. 18 gage plate is identified by the des- ignation "CN-18." · . · · . . 3.0 EVIDENCI; SUBMITTED : Tes! data in accordance with Nadon~I. Design· S_tandard for Metal Plate Connected WoodTruss Construction, ANSI/TPI H995. . . 4.0 FINDINGS · That the CompuTrus Truss Plates for Wood.Trusses de- scribed in· ·this report comply with the 1997 Uniform Bui/di,:,9 Code1w, subject to the following conditions: 4.1 Plans and-calculations are submitted to the build- ing official for.the trusses using truss plates de- scribed in this report. 4.2 · The truss plates are designed to transfer the re- . quired loads using the design formulae in ANSVTPI 1-1995. A copy of ·the ANSVTPI 1-1995 standard must be supplied to the building department when this is requested by the building official. 4.3 The allowable loads· to~ the truss plates comply · with this evaluation report. · · 4:4 Truss plates are not permitted to be placed where knots occur in connected wood truss members. 4.5 Truss plates are installed in pairs on opposite faces of truss members. 4.6 Trusses using truss plates described in thi~ report must ~e fabricated by a truss fabricator approved . by' the bl.iil<,iing official, in accordance with Sec-. · tions 2304.4.4 and 2321.3 c;,f the code. . . ·4.t· · Allo.wable loads shown in the tables of this report may be increased for duration of load In accord- ance with I.he code. 4.8 Ov.erpressed truss plates are not permitted;_ Over- pressed plates occur when the truss plate ,s em- bedded into the lumber more than one-half \he plate metal thickness. . 4.9 Allowable loads shown in the tables of this report are not'applicable to truss plates embedded in lum- ber treated with fire-resistive chemicals. ·4.10 When a one-hour tire-resistive rating is required for trusses using CompuTrus plates, see. Evaluation · Report _ER-1632. . Thi_s report is subject to re-examination in two ye~rs. Page 3 of 5 TABL~ 1-:~LLOWA.~1..e· ~~TERAL RESISTANCE VALUES FOR THE COMPUTRJs ·;Russ PLATEsu· " l.UMBER SP£C:IES DIRECTIOH OF GIWH AHO LOAD WITH RE~PECT TO LENGlH OF PLATE AA EA· I AE EE !'UTE MOOEL • Sc,aci.s Specific Grnity · Allowalll• Load hr P1111l (p4unels 1Mr 1qu-11• incl\ al plat• contact M'H) Southi:m .yellow pine 0.5$ ·206 ljf· 113. 1011 C-20 ·. :_ Oou•l:is lir·l~h O.JII . 206 HI IH 108 . :inJ . -,_ '· . ~- ,C-lll · Hcim-tir o .. n 161 137 : 110· 104 '• ~p~cc,pine-lir 0.-'1 · 161 ' .. 1,37 ·110 104 ., Su'u1hcm y.:lluw pin.: ·o.55 1)2 1111 102 · 113 " CN-20 .oou;l:u fir-1:m:h 0.-'9 13:? I IS 102 II) . :ind. . CN-18 " Hem-fir 0.-'l ,' 106 109 11-' 11.J Spn,c:c-pinc-fir ,0.-'2 106 109 II-' II-' ·' For SI: I lbJim:h: = 6.89 k~. - I See Fi1ure I for :i Jcscrip1ion ot' pfatc orieni:1tion. · N:ilucs :ire_dc1crmincd 11sinJ the: ;ross ~ mclh~. , ~Truss pla1.:s :m:_ ins1all,:J in p.iits un oppo;;ir.: r:i.:i:s uf truss mi:inbcrs. ·.·TABLE 2~~~LowA:9Le TENSION VALUES AND reNs10~ EFFICIENCY RATIOS FOR ·coMPUTRus TRu·ss PLATES1. ·. · DIRECTION OF LOAD wmt RESPECT TO LE~nt OF PUTEZ $ o• . I ,,, .. o• I H" Pl.ATE MODEL. .. Allow• Te111ICN1 I.Nd (pou~ds per lln~al. Inell ~ pall of plait;) •-Tenalon Load ENld•ncY Rado C-10: 1.310 942 0.63, 0.46 CN-20 : 1.51-' 937 0.75 · OA6 C-18 1.619 . -1.080 ,· · 0.62 0.-4:? CN-1& 1,159 1.:!20 0.73 o . .is · For SI: 1 lbrlim:h = 0.17S N/mm. 1s.:c Fiiur.:2 for :I ~scripti~n ·or pl:ilc oricn1:11ilin.· . . . , . , . 2Thc ·lcnglh or pl:11c refers_ 10 Ilic dimc=nsion or 1hc lon1i1udi113l uis or the :in::a or 1hc pl:uc rrom which the pl:icc 1.:c1h wcrc shc:ucd during pl:11c fabric:11ion. · --. .. -. -·: .· " . . . . TABLE 3-ALLOWABLE SHEAR VALUES AND SHEAR EFFICIENCY RATios FOR COMPUTRllS TRUSS PLATES ,D..,ECllON OF !-9AP wrTH RESPECT TO l._ENGnt'OF PLATE o• ;,o· ao-I to• ,20• 150' -o· 30' . IO' 10' 120' Pl.ATE AHo..ate s11 .. , Load · MODEi. · (po11ncb per llnul_lllCII per p•lf o1 pl1IH) Sllear l.oad ~lllcl.ncy R1Uo C-20 · 609 120 1.106 801 -l.!3 506 0A'l· ·0.S'l 0.91 0.66 0.35 CN-~IJ 6111 696 1.04:i ·7J8 5117 -'36 0511 0.;i7 0.86 11.61 OA& C-lll 70:? 73:? l.:?-ll 1.°"I 565 5711 U.-45 O.J6 U.7\1 l>.66 0.3& CN-lll 6-l7 737 1109 1160 70.l sois: OA:? 0.:'il 052 0.35 o . .is For Sl; 1 lbflinch = 0.175 N/mm. • •,..-•.•r•":• • TABLE 4-ALLOWABLE LATERAL LOAD ADJUSTMENT FACTOR, 0~, FOR COMPUTRUS TRUSS PLATES ·. INSTALLED WrTH MINIMUM-18-INCH·DIAMETER SINGLE~PASS ROLLER P"ESSES . . · · · · · LUMIER SPECIES .. Pl.ATE MODEL .. SPECIFIC GRAVffYI "' 0.-'9 '. 0.96 C-20 :ind C-1:i (),5() 0.96 C:-i~:?O :inJ CN-18 IUY 0.117 IJ $0 ' 0.37 150' OA.! O • .JO 0.37 0 . .33 ---- 1Thl: (!~ v:,lu.:s .:orr.:,pondinr-10 lhi: v:alui: "IU1J."' .ahnvi:. :applv Ill :all Wc)l)J S(l\:i:ii:s combin:alions h:iviilJ ~' ;av,:r:,~i: publishi:ll -~p,:tific: 1r:avi1y or O.J9 or lowcr: 1hc: QR valui:s .:um:spunlling h> 1hc _v.ilu,: ··o.so--:appl) 10 all wullJ ;pc,:i.:s i:u111b1n,11iuns h:i..-ing :in ;a,.:rJl!,: puhlishl:iJ .,p,:.:11ic gravity or"0.50 ur high.:r. Thi: <l,r \·:ilui:s shall bi: .1pplii:J·1u all pl:i1.:/wuucJ orii:_nt:11i11ns di:scribcd in Fi1ur.: I. >-<~\': . \ ,I iPage 4 of 5 ER-4211 LOAO l:.OAO · ·L0!4,0 LOAD · AA Oi:ientation EA Orientation ... LOAD LOAD. LOAD LOAD ·, · AE Orientation EE Orientation ·FIGURE. 1--PLATE ORIENTATION fOR l,.ATERAL RESISTANCE·VALUES ,,. : Length. ~I. Width ·I o• Plate Orientation 90° Plate Orientation ,,., FIGURE 2--PLATE ORIENTATION FOR TENSION VALOES FIGURE 3-tiEEL JOINTS TO WHICH THE REDUCTION FACTOR, H~. ~PPUES . ·! .. .• .·I . . .. . · . . . . . . . . ·. ·. :· .To Whom-.It ·May Concern:_.·: .... · : • • • ". • • -.k • . :. . . ·. •.. . . . . ·. ThisH a copy of our stamp: aS requested, With all ·•···· . . .. , .. · dcit~i.requestecf· ... · .·--: ·.· _.:·._ .. .-· .... · .... _._· .. ·. :_. · .. ·. · .. _· .. ·._. . . . ._·. Manu1acturer --_California T~uss .Compa-ny,.In~.- . . . . . · 23~65 Cajalco_ Rd. . . . · . . . . Perris, CA 92_570 ': .. . . ·. -.Quality c;ontrol ~ Timber Produc~s Inspection · · . P.O.· Box# 20455- -.. Portlctnd,· ore·gon 97220 (503) _254-0204 CAUFORNIA:tRUSS CO~-·D_ESJGN ... CRITE.RIA: ·U~B~O. -· PERRIS; CA -TC LL ·. 16 psf , · U.B.C. SECTION TC.DL. 14-pst' .· :. ·._. --· 2304.4.4: ··-: : .. : BC.DL 10·_-psf LGP NER-QA275 TOTAL LOAD ·40 ~ ... · . , .· .. ·•.·QUALITY AUDITED BY DUR. FACTOR .. 1:25 · ·. ~PfiOOUCT~INSPECTIONilNC. _· ·.SJ~ACING 24". - .. \ . . . ' . . . . . . r . . . . f• .... ~ . ~ . .. . . \ . '-4, . . .... IIIIJ.l,1111 ill · . I IIIIII IIIIIIIIII IIIII IIIII IIIII IIIHIII · ·Manufacturing • Engineefing • Computer Syste,ns . ALTERNATE FRAMING DETAI~ AROUND~ ACGES~ TYPICAL ROOF TRUSS LAYOUT 1 24" 1 24' 1 24' ADJUSTED ROOF TRUSS lAYOUT J. 24" FILE NO: 30· ATTIC ACCESS DATE: ·. 01101/98 REF: . 25-1 · DES: SC ' J. 24" J. 21" L 24· .24" :."._ A 24" 1 24' NOTE: ·REFER TO APPROPRIATE ENGINEERING DETAIL FOR TRUSS n'PES DESIGNED FOR OVERSPACING. ~ single member convnon (net 2-4" o.c.) l 30' dear L 21• L 2-4' L 24' -,.J ·~ ~ .. ~i(l~-,~('.:.!), . ...r_,........,.,_ Section. A•A ·-- Ladder Frame GENl:~CNOTES. unlaH olha!WIH notlld: 1 Design to support loads 11 shown. 2 Design auume1 Iha top and bottom chords to ba laterally braced, at 2'·0" o.c. and at 12·-o· o.c. respee)lvely. . . . . . · . ·' 3 2x4 · Impact bridging .. or literal bracing recom- mended 'Nher• shown + +. . . · 4 · . lnstallaUon or truss is the responslbilijy of lhe re- spective contractor. · _ 5 Oasigl'I u1uma111Uss11·1re to be·usid.ln a non- ·• · corrosive environment, l!ld ·ara ,fc:ir "dry condition", · ofuse · 6 Des~ a11Um1a fill bearing at all supports ·shown. -Shim or wedge if neeesu,y. · 7 Design assumes adequate drainage II provided. 8 · PlltH lhal be located on both fac:es of INH, Ind ,. . placed so _their center ines coincide with _joint center lines: · . . . · · . 8 Digits lndlcat11ize al plate In inc:h11. · . . 10 For bulc design values of the CompuTrus Plate, . indicatad by Iha prafix ·c· .... I.C.B.O. R.R. 4211 11 Thi CompuTrus Net Section Plate la lnciicatld by .-the prefix ·c~. the desiQnator (18) Indicates 18 ga. ... . . Be\Ween trusses witti"2X4 at 48" o.c. I 30' x·30• Access Opening I .-· .111111111 ITTIII 'f .. ; I . . . Manufacturing • E~glneering • Computer Systems ·· ENO VERTICAL MAY BE OMITTED IF TOP CHORD IS 11;c ,._ .. ADEQUATELY SUPPO.RTED. IJ -2xOr2xli ~ C-1X2.6. J, SEE CHART FOR MAX. SPANS I, AND LUMBER GIIAOES ' C-2.5ll2.& ~- NOTE: CONNECTOR PLATES SIZED FOR HANDLING ONLY AND MAY BE REPLACED WITH EQUAL FASTENER. DEFLECTION CRITERIA (MAXIMUM ALLOWABLE).,. · · · · · SLOPE < 4: 12 = L/240 · ·uve LOAD', '·. SLOPE >= 4: 12 = .U180 LIVE LOAD ·.· IF DL >= .5 LL (ALL SLOPES)= U180 TOTAL LOAD · CEILING JOIST = L/240 LIVE LOAD FILE NO:' Rafter/End Jack Chart DATE: REF:· 01/01/98 25·1 DES: SC " ,) .SIZE, 2x4 2x4 2x4 · 2x4 · · 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 . 2x4 2x& 2x6 2xs 2x6 2x6 2x6 2x6 2x6 2X6 2x6 2x6 2x6 2x6 2x6 2x6 . 2x6 · · 1111111 Hiil lllll llllrlllll'IIIII IIII IIII " RAFTE~ SPAN ~HARTS • 11,a LO~D DURA110N.INCREAS_E = 1.25 SPACIN<f .. 24. o.<; •. TCLL (PSF) · TCDL (PSF) 'TOTAL(PSF) · GRADE SPECIE ss OF. #1&BTR DF #1 OF #2. OF· CONST OF STUD OF STAND ·DF ·SS HF #1&BTR f1F #1 HF #2 •HF CONST·· HF STUD HF STAND. HF 2400F MSR 2100F MSR . 1950F MSR · 1100F MSR · 1650F MSR .. 1450F MSR ss .OF .#1&BTR . OF . #1, OF #2 OF STUD OF . ss HF #1&BTR HF #1 . HF .-#2 HF . STUD HF 2400F MSR 2100F MSR 1950F MSR 1100!= MSR 1650F MSR 1450F MSR RAFTER SLOPE< 4/12 .. · . . . . 20 20 · 20·· 8 15. ', 20 · 28 35 · 40 .. 5•.3• 11-a· 71-2· s·-1.· 7•.5• 7'-1~ , 1·-11· · 7•.3• · 6'-11" -7•.9• 7• .. 1· · . 6'-9" 7'-2" 6'-5" . 5·-0· 6'-2" 5'-6" 5·.2· . 5•-4• -4•.9• 4•.5• 7•.9• 7•.1•. 6'-9" 7•.7• 6'-11" 5i.5• 7•.7• 6'-11~ 6'-8" 7•.3• 6'-7" 6 ...... . 7'-1" . 6'-4" 5•.11· s·~2· · 5'-6" 5•.2· 5•-4• ·4'-9" 4•.5• 8'-4" 1·~a·. . 7•-4• 8'-1" 7•.5• 1·-1· 1·-11· 7•.3• 6'-11" 7•.9• 7'-1" 6'-9" 7•.7• 6-'11· 6'-8" · 7•.3• 6'-7" 6'-4" 12·-11· 11·~10· . 1'1'-4" 12'-9" -1r-r ·:1-1·-1-· 12'"6" 11,:.5• 10·-10· 12·-1· 10·-10· . 10·-1· 9•-4•-. 8'-4~. 7'.9• 12•.3• 11·-2· 10·-e· · ,12·-o· · 10·-11· 10·.5· 12·-o· 10·~11· 10•.5• 11•.5• 10·-s· 10·-o· 9;-4• 8'-4". 7•.9• 13'-2" 12·-o· 11'-6", .. 12'.:9· ', 11•.7• 11'-1" 12'-6" · · .11·.5~ 10'-11" 12•.3• 11·-2· 10'-8" . 12·-o· . 10·-11· 10·.5· 11·-s· 10·-s· . 10'-0"· ' '1,: RAFTER SLOPE>• 4112:·- 16 .. ;'.j6 · 16 7 14 ·. 19 23 · 30 -:_ · 35 . •' 9•.9• 7•.11· 7'-6~ 9•.7• .7'-9" . 7•.5• · 9•.5• · 7•.7• . 7•.3• 9•.1• 7'-6" 7• .. 1• . 7•.11· 6'-11" 5•.5• 6'-10" 6'-0~ . 5'-6" 5•.11· -5·.2·. ' 4•._9• 9•.3• 7'-6" -7'-1" . 9'-0" ' 7•-4• . 6'-11" 9'-0" "''-'4" 6'-11" . 8'-7" . 1·-0· 6'.-7" 7•.10· 61-10·· 6'-4" 6'-10" . 6'-0" . 5'-6": 5•.11·· 5·.2·· .-4•.9• 91-11· s·-1· 7'-8~ 9•.7• 7!.9" 7•.5• · 9•.5• 7'-7". 7•.3• 9•.3• 7'-6" 1'-1· 9'-0" 1· ... • 6'-11" 8'-7~ 1·-0· 6'-7" 15'-4~ · . 12·-_5·· ... 11·-10· 15'-1" 12'-3." ·11'-7"' 14~~3· . 12·-o· 11·-s· 13'-4" .. 11'-8" 10'.-10" 10'-3" . 9'-0~ 8'-4". . 14'-6" 11"-9'· . 11'-2" 14'-2" 11'-6"-10'-11" 13'-11" · 11'-6" 10·-11· 13'-2" 11·-o~ 10·-s·· 10•.3•. 9•.o·. 8'-4" 15'-B" 12'-8" · 12·-o· 15·.1·· 12·.3· -11'-7" 141-10· 12·-o· 11•.5• 14'-6" 11•.9• 11·-2· 14'-2" 11'-6" 10·-11· 13'-6" 11·-o· 10•.5•. ·C.JST 10 ·., 5 · · 15 , .. 10'-5" 10·-2· · 10':0" 9'-10" 9'-7~ · . 8'-6" . 7'-4" 9'•10" 9•.7• 9•.7•. ~·-2· .9'-2" 8'-6" 7•-4• 10•.7• 10·-2·. 10·-o· 9'-10" 9'-7" 9•.2· . 16'-4" 16'-0" 15•.9• 15'-5" · 12·.9·· 15'-5" 15'-1" 15'-t· 14'-5" 12'-9" 16'-7" · 16'-0" 15'-9" . 15'-5" 15'-1" 14•.5• · ·HIIIIIIIWIIII '· ~ . . · ·_bampuTrus." Inc. '-"'--- Manufacturing • Engineering • Coi:nputer Systems FILE NO: HIP FRAMING DETAIL DATE: 01/01/98 REF: 25, 15-1 DES: SC y " ,: A) I llllll lllll lllll lllll lllll lllll llll llll 2x-t Post a~c:hed to each truss panel polf1l arid over head purlin with 2-16dnails .. B) 2x4 No.1 Hem-Fir or No.2 Doug. Fir purlln at 4'0" o.c. . . C) · 2x4 No.1 Hem-Fir or No.2 Doug. Fir stiffener attach to post with 3. 16d nails. D) Hip Truss No.1 $elback fro~ end wall as noted on_ tru~s design. E) Ext~nded ~nd Jack top chord (typical). Fj G) .H) J) Common truss. Hip Corner R~fler. . . 1x3 Continuous lateral bracing. Extended bottom chord. .... ~ ..... ,,---· .. GENERAL NOTE-5, unless alh•rwll• notad: 1 Design .ta support loads u lhCIMI.· . 2 Dealgn assumes 1h,·top 1111d botiom·chord1 to be lateraUy braced at 2'-0-o.c. and at 12'-0-a.c. respectively. ·. 3. 2x4 Impact brjdglng or lateral bracing . recoin- mendechvhere shown++. · · 4 · lnstallallon or INss Ii lh1 responsibility_ of th~ re-, · ·1pec:11ve contractor. · , · . · . 1• 5 :Design-assumes trusses are to be used In I non- corrosive' envlrvnment, and are far "!lry condition" ofus,. · . · 6 Design 111ume1 full bearing at all support, .._, Shim O!' wedge II nlClHHry, · . . 7 Delign IIIUf'!III adequale drainage ii P!'OVided. a PlatH-ahell be located on.both ,-,·or.·111111, ilnd placed. 10 lheir Clelller Hn11 coincide With joint .. --center llne1; · . . · 9 Digits indicate size of plate in lnchH. · 10 For basic design VlluH of lh• Compi,TNI Plate, Indicated by the prelbc ·c·. IH I.C.8.0. R.R • .C211 1. The ComPIITNI Nit Sldion Plale la indicaled by lhe prefix "CN", the dHlgnalar (II) ,indicele~ II ga. SedionY SeclionX ,:;, · l Setback ' J Hip Truss al'24' o:c.(Typical} 'j -· 111111111m,,,. - ··vrnfill LUMBER ·SPECIFICATIONS SIZE SPECIE GRADE PANEL (5) . TOP CHORDS: 2x 4 DF #2 1-0 6 BOTTOM CHORDS: 2x 4 DF #2 1-6 WEBS: 2)! 4 DF STD/STUD 1-9 ·TC LATERAL SUPPORT <• 12"0C, UON. BC LATERAL SUPPORT<= 12"0C, UON. I llllll lllll lllll lllll 1111111111-11111111 24-0~ 0 HIP SETBACK 8'-0-0 FROM ENO WALL LOAD DURATION INCREASE• 1.25 + LOADING TC UNIF LL ( 32 .0) +DL ( 28.0)• 60 .O PLF o· .O" HI 8' TC UNIF LL ( 80.0) +DL ( 70.0) = 150.0 PLF 8' .O" TO 16' TC UNIF LL ( 32.0) +DL ( 28.0)• 60.0 PLF 16' .O" TO 24' BC UNIF LL ( .0) +DL ( 25.0)• 25.0 PLF O' .O" TO 24' TC CONC LL ( TC CONC LL ( 298. 7) +DL ( 298. 7) +DL ( 261.3) • 261.3) = 560.0 l.BS@ B' 560.0 LBS@ 16' .o· .Q" .o• VERT .O" VERT .O' VERT .O" VERT i ANSI/TPI. 2 MEMBER FORCES 4WRGD :r 1• -5132 B 1• T 2= -5076 8.2= T :3• :.4950 B 3• 'r 4= ·-,4850 !:I 4= T 5• -5076 8 5• T 6= -!.H·32 B 6= LEFT• 4820 W 1• 4B20 W 2= 5534 w. 3• 5534 W 4= 4B20 W 5• 4B20 1940 RIGHT • 92 62 430 -.772 114 W 6• w. 7= w El• W 9= 1940 -772 ,430 62 92, BEARING AREA REOUIREO (SO. IN) JOINT 1 3.10 OF/ 4.79 HF/ 4.56 SPF JOINT 7 3.10 OF/ 4. 79 HF / 4 .56 SPF NOTE: 1X3 'BRACING Al 24" 0. C. FOR i· ALL FLAT TOP .CHORD· AR!:AS NOT SHEATHED. ~AX LL DEFL • -.136" @10 L/240 • 1.171" ~ 8t I 0 8-00-00 1'2 4.00 c;::::::="" C-4x7.7 C-2.5x7.7 l ( 2) complete trusses required. WJoin together with 16d Box nails staggered at 12·· oc throughout top chords, 12' cc throughout bottom chords, 12" cc throughout webs. 8-00-00 C-2.5x7.7 C-4x7.7 C-2.5x7.7' C-5x6 [S) 9:..00-00 12 ~4.00 C-1.5x2.6 ~ ~ I o· ~AX TL DEFL = -.294" @10 L/1B0 = 1.561" MAX HORIZ. LL DEFL • .039" @ 7 MAX HORIZ.. TL OEFL • ,085" @ 7 ,k 24-00-00 Scale: 1/4~ JOB, NAME: Al HELIX/SEAVIEW FILE NO.: A1 DATE: 9/25/2000 DES. BY: ~.:5 SEO.: 164551 A\ W.!IRNINGS: 1. Read an G.nera1 Notff and Wamtng, before oonttNctlon of 1NHff. 2. Bulld« and .,action contrae'Cor sht\uld be advised of •• Q.n.,.I Notff and Wamlng, hfor• con,trvc11on comfflllnCN. 3. 1x3 comprnslon wtb br_adng must be lntta .. d wh•• ahown +. 4. AN lateral force rHl1tlng'elemwit111ich as temporary and pwmanfflt bradng, must be d••lgnN and provided by dn:1gnW of compl-,• structure. ComputnH as,umu nD "11ponalbRtty for •udl bradng. 5. ND ID•d 1hDuld be app..,d to any oomponent untl aflw al bracing and fHtffltn are compt.t•, and at no time should any lo1d1 grntw than dnlgn loads be appUld to any component. 8. Computn11 hH no con1rol ovw and Htum" no '"pon1lblNty fDr 1h• fabrfc.tlon, handMng, 1hlpn1-,t and lnst .. atlon of ODrnponent,. 7. TN, design l1 turr.l1hN •ubf«:I te th• lmh.atlons on tnau dHlgns Ht forth by th• TruH Pt•t• lnt1hut• 1n•1radn9 Wood Tnn, .. , H•-sn·, a copy of which wlll b• fuml1hl'd by Computru• upon,requHt, This design prepared from computer input by California Truss JARROQ General Notes, unless otherwise.note<!: 1. Design to support loads as shown. Des j gn 2. Desi~n assumes the top and bottom chords to be laterally braced at 2'·0 o.c. and at 12'·0" o.c. respectively. · 3. 2x4 Impact bridging or lateral bracing required where ·•hewn + • 4. Installation of truss 1s the respons1bil1ty of the respect.ve contractor. 5. Design assumes trusses are to be used in a non-corro:-iv3 environment, and are for "dry condition• of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary, 7. Design assumes adequate drainage is provided. 8. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center Imes. 9. Digits indicate size of plate in inches. 10. For basic design values of the Computrus Plate, indicated by the prtlfix "C", see I.C.8.0. R.R. 4211. 11 ' ~~ig7'~~':'JV~f ;~fc;f;;'~i ~!~~:,::;f~ff;~.~J. 1~ ff~,". ~~!'io1~. conforms to UBC-97 An Ver: I, 07 ( IL) -W MAN\.•FACll•Rrt-lQ, ENl'WlEERt•Hi, COMP\.ITErt o;,0::.1£'-'!C: ~ I Riil 111111111 LUMBER SPECIFICATIONS· SIZE ·SPECIE GRADE PANEL (SJ TQP ~HORDS: 2x 4 · OF #2 1.!. 5 BOTTOM CHORDS: 2x 4 OF #2 1-3 WEBS:. 2x 4 DF STD/STUD 1-5 TC LATERAL SUPPORT.<• 12"0C, UON. BC LATERAL SUPPORT<= 12"0C, UON. NOTE: 1X3 BRACING AT 24" 0. C. FOR ALL FLAT TOP CHORD AREAS NOT SHEATHED. $ in &= I = 12 4.00 ~ J--- Scale: 1/4" ,JOB NAME: 81 HELIX/SEAVIEW 10-00-00 WARNINGS: C-5x6 C-5x6 (S) I IIIIII IIIIUllll lllll 111111111111111111 TRUSS SPAN 24'-.00" LOAD DURATION INCREASE• 1.25 SPACED 24. O·' 0 .. C. LOADING LL( 16.0)+0L( 14.0) OL ON ON TOP CHORD• BOTTOM CHORD 30.0 P9F 5.0 PSF 35.0 PSF . TOT AL LOAD • BOTTOM. CHORD CHECKED FOR 10PSF LIVE LOAD. TOP ANO BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. 4-00:-00 C-4x6 C-2.5x7.7 24-00-00 10-00-00 12 ~4.00 ~ ~ I 0 : I ANSI/TPI SINGLE MEMBER FORCES T 1• -1886 B 1•· 1775 . W 1• 'r 2= -1572 B 2= 1497 W 2= T. 3• -1497 B 3• 1775 W 3• T 4= -1572 W 4= T 5• -1886 W 5• LEFT• 840 RIGHT• JOINT JOINT ·BEARING AREA REOUIRED (SQ. 1 1.34 OF/ 2.07 HF/ 6 1.34 OF./ 2.07 HF/ MAX LL OEFL • -.079" MAX TL DEFL • -.171'" MAX 'HORiZ. LL OEFL • MAX HORIZ. TL OEFL • I! 7 L/240 ~ I! 7 L/180 • .027" I!· 6 . . 057" I! 6 This design prepared from computer input by California Trus~ General Note,, unless otherwise noted: 4WRGO -292 185 O· · 185 -292 840 IN! 1.9B SPF 1.98 SPF 1.171' 1.561 • JARROD 1. RHd al Gffl•HI NotH and Wamlng, before construction of truun. 2. Bulldw and ..-a-ctlon contractor sh~d be advlaitd of all Gtn•al NotH and Warning• befor• conltructlon com'menOH. 1. Design to support loads as shown. Design 2. Oesi9n assumes the top and bottom chords to be laterally braced at conforms to UBC-97 AnVer: 1.07 (1Ll -W FILE NO.: B1 DATE: 9/25/2000 OES. BY: /;55 SEO.: 164569 ~\ 3. 1x3 comprHtlon wtb.bradng mutt be lnttaltd Wh•• 1hown +. 4. An lat«al force rittlltlng .a1ment1 tuch as temporary and pN"manent bradng, must be dttlgn•d and provided bY dfllgn• of compl1'1;1 struc:tur,. Computn.11 •••umH no , .. pon,Jbllty for 1uoh bradng, 6, No load should be appllH to any ccimpon.-.t untll after •• bracing and fHtene,1 are compl•t•, and at no tlm• should any load, grHtet than dHlgn loads be 1ppNed to any compontnt. 8. Computru• hH no control over and a11umff no rffpon1)blltty for the f•brfcatlon. handNng. 1hlpment and ln11alletktn of components. l. Thi, dnlgn I• tuml1htd •ubJtct to th• Imitations on tru11 dfflgns Ht forth by th• TruH Pf•t• lnsthut• "'"'lradng W•od Jn,11H. HB-lr. a copy of which wll Ill• furnlthN by CemputNI upon re,quff1. 2'-0 o.c. and afl 2'-0" o.c. respectively. 3. 2K4 Impact bridging or lateral bracing required where shown + + 4. Installation of truss rs the responsibility of the respective contractor. 5. Design assumes trusses are to be used in a non-corrosive environment, and are for "dry condition" of use. 6, Design assumes full bearing at all supports shown. Shim or wedge if necessary, 7. Design assumes adequate drainage is provided. 8. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. 9. Digits indicate size of plate in inches. 1 O. For basic design values of the Computrus Plate, indicated by the prefix ·c·, see I.C.B.O. R.R. 4211. 1 1• J:;g<;,~w:·m:r i~~/c!f;:i~i ~!~';,;!t~~1!f~:"ud.~J. ~ g;~:. :<;!'101~. ' r.1At11\,•JACll1RING. ENtilN[f:RING, COMPt_lffJl i:-'f<.JE,-.i:; .,.. IIHIIIIIIIIIII LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL (SJ TOP CHORDS:· 2X 4 OF #2 1.1 4 BOTTOM CHORDS: 2x 4 OF 112 1-3 WEBS: ·2x 4 OF STD/STUD 1-4 TC LATERAL SUPPORT<• 12"0C, UON. BC LATERAL SUPPORT<= 12"0C, UON. I IIIIIMllll lllll lllll 111111111111111111 TRUSS SPAN 24'-.00" LOAD DURATION INCREASE• 1.25 SPACED 24.0' O.C. LL( 16.0)+0L( 14.0) DL ON LOADING ON.TOP CHORD• BOTTOM CHORD• TOTAL LOAD• 30.0 PSF 5.0 PSF 35,0 PSF BOTTOM· CHORD CHECKED FOR 10PSF LIVE LOAD. TOP ANO BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. ; ANSI/TPI1 SINGLE MEMBER FORCES 4WRGO T '1 ':' -1818 B ·1-17-14 w i--333 T 2= -1577 B 2= 1190 W 2=. 451 T 3• -1577 B 3• 1713 W 3• 451 T 4= -1818 W 4= -333 LEFT• 840 RIGHT• 840 BEARING AREA REQUIRED (SO. IN) JOINT JOINT 1 1.34 OF/ 2.07 HF/ 1.98 SPF 5 .1. 34 .OF / 2. 07 HF /' 1. 98 SPF MAX LL DEFL • -. 075." -MAX TL DEFL • -.163" MAX HORIZ.· LL DEFL • MAX HORIZ ,-TL DEF!-• l' 6 ,L/240 • l' 6 L/180 • .024" l' 5 .052" l' 5 1.171" 1.561' 12-00-00 12-00-00 t.n ........ ~ ,I 0 Scale: 1/4" 12 4 .00 i::::::==="" JOB NAME: C1 HELIX_LSEAVIEW FILE NO.: C1 DATE: 9/25/2000 DES. BY: d-5' SEQ.: 164582 G\ 12 ~4.00 ~ -~ C-2.5x4.3 I C> C-5x6 (S) 24-00-00 WARNINGS: 1. RHd •• Gfflwal NotN and Wamlng• befor• constNctlon of tNHn. 2. Build« and •.-ctlon contractor aha~ be advl11-cl of al GanQ Notn and WamJng1 b•for• constNCtlon oommlftCff. 3. 1 x3 comprHslon wMI bradng must b• lnst .. ed wh•• shown + • 4, AN l•t•al fore• rulttlng·it1•mW1tt 1udl •• t-n,porary and p«manwit bradng, must b• dnlgn.d and provldHI by dH~ of comple1• structure. Computru1 HIUfflH no rnpontlbltty for such bradng. 6, No load thoufd b• applltd to any ooniponent untll aftft' alf braolng and fHtffllfl u• cohlpl_.•, and at no tlm• should any loads QrHlft' than dHlgn load• be apptled to any compon..-.t. 8. ComputN• has no control ovw and astum" no rnpon1tbltty for th• fabrication, handling, 1hlpmant and lnst .. atlon •f oomponant1. 7. This design 11 furnished tub}kt t• th• lmllatlon• on tnast d"lgn• Ht forth by th• TNst Plat• ln1ttt:ut• 1ft•arac1n1 Wood TN•••• H•-111•, • copy of which wM be furnished by Computna• upitn nqunt. This design ared· from computeUJl!tuJ:c General Notes, unless otherwise noted: 1. Design to aupport loads as shown. · Des j gn 2. Oesi9n assumes the top and bottom chords to be laterally braced at 2'·0 o.c. and at 12'·0* o.c. respect1Vely. 3, 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation of truss 1s the responsibihty of the respective contractor. 5. Design assumes trusses are to be used in a non•corrosive environment, and are for ·dry condition· of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is provided. 8. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center hnes. . 9. Digits indicate size of plate 1n inches. 1 0. For basic design values of the Computrus Plate, indicated by the prefix 11. ~~· ~~~~;i~·,::>N~i'~e~~J~ Plate is indicated b the prefix "CN", the designator ( 18) indicates 18 gf. mater,al is u,ei All others are 20 ga. conforms to UBC-97 AnVer: 1.07 (1Ll -W CamlluTrus Inc. M,t,NLJFACTl,IRIN!l, £NG1NEfRING. COMPllT£R SY"'-fEMC. ~ IIHIIIIIIIIIII ·LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL (S) TOP CHORDS: 2x 4 OF #2 1 I BOTTOM CHORDS: 2x 4 OF #2 WEBS: 2x 4 OF STD/STUD TC LATERAL SUPPORT<• 12"0C, UON. BC LAT~RAL SUPPORT<= 12"0C, UON. in -I -0 J., .. Scale: 1/2" C-'1.5x2.6 C-1.5x2.6 JOB NAME: 01 HELIX/SEAVIEW FILE NO.: 01 DA TE: 9/25/2000 DES. BY: a::5 SEO.: 164591 \)\ 5-06-00 WARNINGS: 12 I ~4.00 I IIIIII IIIII IIIII IIIIUllll 1111111111111 TRUSS SPAN 5'-6,00" LOAD DURATION INCREASE• 1.25 SPACED 24.0' O.C. LL( 16.0)+0L( 14,0) DL ON LOADING ON TOP CHORD·• BOTTOM CHORD• TOTAL LOAD• 30 .0 PSF1 5.0 PSF 35.0 PSF BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP ANO BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. In j 0 C-2.5x4.3 ., ' ANSI/TPI j SINGLi MEMBER FORCES 0 W 1• T 1• 0 8 1• L~FT • 193 RIGHT• JOINT JOINT BEARING AREA REOUIRED (SO. 3 .31 OF/ .48 HF/ 2 .31 OF/ .48 HF/ This design prepared from computer input by California Truss General Not11, unless otherwise noted: 4WAGO -165 193 IN) . 45 SPF' .45 SPF JARRQ 1. Rud .a 0«1eral NotN and Warning• before construction of truun. 2. lulldw and eractlon contractor ffl•"-4 b• advised of .. Gen«al Notff and Waffling• before oon,tructlon oommenON, 1. Design to support loads as shown. Design 2. Desi9n assumes the top and bottom chords to be laterally braced at conforms to UBC-97 AnVer: 1.07 (1L) -W 3. 1•3 comprHslon w.a. bradng must be lnt'taled where 1hown +. 4. AN lattral force retlstlng ,llfemtnts sud, H temporary and P•m•nMt bracing, must be dHlgnR and provfded by dHlgnw of compl-1• structure, Computn,1 Haumn no retponslblllt't for 1uoh bradng, 6, No load should b• appffed to 11ny oomponant untl aftet al bradng and fHltnttl are complat•. and at no time ahould .ny load• .,..tw than dHlgn load• be appbd to any component. 6. Compvtru1 hH no control ovw and a11umN no rMpon11bllhy for th• fabrication. handing. 1hlpmtnt and lnst .. atJon of component,. 7. Thi• dnJgn 11 fuml1hed aubJect t• the llnftatlens on trun d•1lgn• Hl forth by lh• TNH Ptale ln1thute 1n•1rac1nt Weod TrvttN. H•-11•. a copy of which wll be fumlthed lty Col'llp\lt1'Vf upon,..."'· 2'·0 o.c. and at 12• .. o• o.c. respectively. 3. 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation of truss 1s the responsibihty of the respective contractor. 5. Design assumes trusses are to be used in a non-corrosive environment, and are for "dry condition" of use. 6. Design assumes full bearing at au supports shown. Shim or wedge if necessary. . 7. Design assumes adequate drainage is 11rovided. 8. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. 9. Digits indicate size of plate in inches. 1 O. For basic design values of the Computrus Plate. ind1cAted by the prefix "C", oee I.C.B.O. R.R. 4211. 11, The Computrus Net Section Plate is indicated by the prefix "CN", the designator C 18) indicAtes 18 ga..,_. materiAI is used. All others are 20 ga. MANltJ'ACfl1AING. fNGINfEAtNIJ. COMJ'll1£A C:'f'C.JEM<; ~ 111111111111111 LUMBER SPECIFICATIONS SIZE 'SPECIE GRAOE PANEL (S) TOP CHORDS: 2X 4 OF #2 1-' 2 BOTTOM CHORDS: 2x 4 OF ,2 1-2 WEBS:· 2x ·4 OF STD/STUD 1-5 TC LATERAL SUPPORT<• 12"0C. UON. BC LATERAL SUPPORT<= 12"0C. UON. TRUSS SPAN 6"-6.0" LOAD DURATION INCREASE• 1.25 SPACED 24.0" O.C. LOADING LL[ 16.0)+DL[ 14.0) ON TOP CHORD• DL ON BOTTOM CHORD 2 TOTAL LOAD 11111111111111111·111111111n111111111111 3(,).0 PS,- 5.0 PSF 35.0 PSF i ANSI/TPI SINGLE MEMBER FORCES ·T· 1--40 B 1-0 W 1--109 T 2= -40 8· 2= 0 W 2= 1 LEFT HDRZ. LEFT INT. JOINT JOINT JOINT W 3• -172 126 RIGHT• 10 RIGHT= 203@ 3'-3.0" BEARING AREA REGUIREO [SG. 4 0-. 20 OF / 0 . 31 HF / 5 0.32 OF/ 0.50 HF/ 6 0.20 OF/ 0.31 HF/ 4WRGO W 4• W 5= -1<:J9 126 -10 IN) 0.30 SPF 0.48 SPF 0.30 SPF f 3-03-00 f 3-03-00 1 ( 12 4.00-C?'"'' ,, C-4x4.3 ~4.00 (2)C-l.J>r2.6 or equal at. uprights. /' --~ ]I .:, -=·· · ,k 6-06-00 P~ovide Full Continu·ous Bearing Scale: 3/8" JOB NAME: A2 HELIX/SE~VIEW FILE NO.: A2, OA TE: 9/25/2000 DES. · BY: /3' _5 SEO.: 164560 AL WARNINGS: 1. RHd •• GMeral NotH and Wamlng1 before oonstructlon •f tNHff. 2. Bulldft' and «9dlon contraC'lor 1ho'u}d ba advl,H of all Genwal NotH and Wamlng1 b1for• construction oornmiNtON, 3. h3 comprH1lon Wl'b bracing mult b• ln1talted wh•• ,1hown +. 4. AN latHal fore• r11l1tlng-.. ,mMt1·1uch 11 temporary and p•m.r1.nt bradng. must b• dHlgn.-d and proYldt>d by ci11lgnw of compl.t• 1tnactur1. Computru1 a111um1• no r•1pon1lbUhy for such bracfng. 5. No load should b• applltd to any componwtt untn 1ftw 1N bracing and fast«itrs •r• complet•, and at no tlm• should any loads greater than dulgn loads b• appH•d 10 any componfflt. e. Computru• hn no control ovw and auumN no rHpon1lblllly for th• fabrication, handling, shlpm..-.t and k\st.Uatlon of componffltS, 7. This dHlgn II fumi1h1Pd sub)Kt to th• llmltatloni on trun d•slgns HI forth by th• TN11 Plat• fn,tltut• 1n·B,adng Wood Tru11H, HIB-91'", • copy of which wlll b• fumlth•d by Computru1 upo" r.quHt. Itiis desi9!LJ:J£ .. filH3red from computer input by Cali forn1a Truss JARROD General Notea. unless otherwise noted: 1. Design to support loads as shown, · ·oes i gn 2. Desi~n assumes the top and bottom chords to be laterally braced at 2"·0 o.c. and at 1·2'·0· o,c. respectively. 3. 2x4 Impact b11d9ing or lateral bracing required where shown + + · 4. Installation of truss 1s the responsibility of the respective contractor. 5. Design assumes trusses are to be used in a non•corrosive environment, and are for •dry cOndit1on .. of use. 6, Design assumes full bearing at .all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is provided. 8, Plates shall be located on both faces of truss, and placed so their center lines c01ricide with joint center lines. 9. Digits indicate size of plate in inches. 1 O. For basic design values of the Computrus Plate, indicated by the prefix ·c•, see I.C.8.0, R.R. 4211, 11 · J~:i9~~~~(V~) ;~~rci;;;i~B ~':~'~::t~1~f~!~ds~X. t~ii ~~~::s :<;~;·at~~- conforms to UBC-97 AnVer: 8 2 [1Ll -F CameuTrus Inc. M0U4l•FACll'l!INII ,,m1t1f I ,w,rJ •I !)Mr>llffli -:.r&,ff,...f, ~ 11011111111111 LUMBER SPECIFICATIONS SIZE ·SPECIE GRADE fiANEL (S) TOP CHORDS: 2X 4 OF 12 1-' 5 BOTTOM CHORDS: 2x 4 OF #2 1-5 WEBS: 2X 4 DF STD/STUD 1-11 TC LATERAL SUPPORT<• 12"0C, UON. BC LATERAL SUPPORT<= 12"0C, UON. TC UNIF LL ( TC UNIF LL ( TC UNIF LL ( BC UNIF LL ( I llllll lllll lllll lllll 111111111111111111 1B-6-0 STUB HIP SETBACK 7-0-0 FROM END WALL LOAD DURATION INCREASE• 1.25 + LOADING 32.0) +DL ( 28.0) -60.0 PLF o· .0" Till 4' 72.0) +OL ( 63.0)= 135 •. 0 PLF 4' .0" TO 14' 32.0) +DL ( 28.0)• 60.0 PLF 14' 6.0" TO 18' .0) +DL ( 22.5)• 22.5 PLF o· .O" TO 18' .• o• VERT 6.0" VERT 6.0" VERT 6.o· VERT T T l T l 1• 2= 3• 4• 5• ANSI/TPI -2390 -2303 -3384 -2303 -2390 LEFT• ; I SINGLE MEMBER FORCES 4WRGD B 1• 0 W 1• -153,8 W 7• 88 B 2= 3384 W 2= 2418 W 8= -1223 B 3• 3384 W 3• ·-101 W 9• -101 8·4= 3384 W 4= -1223 W10• 2418 e 5• 0 W 5• BB w11--153B W 6= 0 1577 RIGHT• 1577 TC CONC LL ( 224.0) +DL ( 196.0) • 420.0 LBS@ 4' .o· BEARING AREA REOUIRED (SO. IN) TC CONC LL ( 224 .0) +OL ( 196,0)'= 420.0 LBS@ 14' 6.o· JOINT 7 2·.52 OF / '3.89 HF / 3. 71 SPF JOINT 12 2.52 OF/ 3.89 HF/ 3.71 SPF -NOTE: 1X3 BRACING AT 24" 0.C. FOR $ ALL FLAT TOP CHORD AREAS NOT SHEATHED. MAX LL DEFL • -,100"@ 9 L/240'• ,MAX TL DEFL • ~.216"@ 9 L/1BO = MAX HOAIZ. LL DEFL • .031" @12 MAX HORIZ. TL DEFL 2 .06B" @12 .896" 1.194" 4-00-00 10-06-00 4-00-00 12 4.00 c:::::::""" C-4x7.7 ( . ..... Scalf;!:. 3/8" JOB NAME~ A3 HELIX/SEAVlEW FILE NO.: A3 DATE: 9/25/2000 DE?, BY: /5° _5 SEO.: 164562 /43 C-4x7.7 C-3x7.7 $ C-3x14.5 C-1.5x2.6 .C-3x4.3 C-2.5x4.3 C-4x~; 7 C-3x14.5 12 ~4.00 18-06-00 WARNINGS: 1. RHd all GNl.,al Nolff and Warnings before oon,trucUon of tNHff. 2. BuUd« and •Ktlon contraot:or sho"1,d be advt1N of al Gen.,.a Notes and Warning, b•for• construction commwiCff. 3. 1 x3 compr•ulon web bradng mutt be lnnabd wh.,• stiown +. 4. Al latlf'al force r•1lstlng "'•m..,,, 1uoh H temporary and p•mantnt bqdng, must b• dHlgn~ and provld.d by dHlgner of complete structur.. Computrus HIUfflH no rnpon1JbMhy for 1ucih bradng. 6, No load ,hould b• appNed to any compon.-.t un,N aft.,. all bradng and fHt..,.,. are compll't:•, and at no 1lme 1hould any lo1d1 grNter than design loads be appNfll to any component. 8. ComputNt hH no control over and 111umH no rHpon,lbllhy for the fabrication, handllng, ,hlpm-,t and lnstalatJon of compon911t1. 7. Th11 dHlgn 11 tumlthed 1ubJect lo tho lmftatlont on IN .. dHlgns HI for1h by th• Tru .. Plate lnathute 1n•aradng Wood TNnff, H•-•1·, a copy of whldt w• b• furnished by CeMputNI uplffl ,-.,"'. This design prepared from computer inpu~ General Notes, unless otherwise noted: 1. Design lo support loads as shown. Design 2. Desi9n assumes the top and bollom chords to be laterally braced at 2'·0 o.c. and at 12'·0" o,c. respectively. 3. 2x4 Impact bridgin9 or lateral bracing required where shown + + 4. Installation of truss 1s the responsibihty,of the respective contractor. 5. Design assumes trusses are to be used an a non-corrosive environment, and are for •dry condition'" of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is provided. 8. Plates shall be located on both faces of truss, and placed so their center lines ,coincide with joint center lines. 9. Digits indicate size of plate in inches. 1 C. For basic design values of the Computrus Plate, indicated by the prefix •c•, see I.C.8.0, R.R. '4211. 11. The Computrus Net Section Plate 1s indicated by the prefix "CN", the designator C 1 Bl indicates 1 B ga. material 1s used. All others are 20 ga. conforms to UBC-97 An Ver: 1. 07 ( 1Ll -W Carn'luTr-us Inc. M.ANltFACll'AINt; £"~1'l££Rl"'G, ~OMPtlf[R R'fSTEM,S: ~ IIHIIIIIIIIIII LUMBER SPECff I CA TI ONS SIZE ·SPECIE GRADE PANEL (S) TOp CHORDS: 2x 4 OF 112 1°"' 6 ·BOTTOM CHORD$: ?>< 4 DF 112 · 1-6 WEBS: 2x 4 DF STD/STUD 1-9 TC LATERAL SUPPORT<• 12"0C, UON. BC LATERAL SUPPORT<= 12"0C, UDN. I llllll lllll lllll lllll 111111111111111111 TC UNIF LL ( TC UNIF LL ( re UNIF l.:L ( BC UNIF LL ( 24-6-0 HtP SEJBACK B-0-0 FROM END WALL LOAD DURATION INCREASE. • 1. 25 + 32.0) 't'OL ( 80.0) +OL ( 32.0) +OL ( .0) +OL ( LOADING 2B.o): •. 60.0 PLF O.' 70.0)• 150.0 PLF 8' 28.0) • 60.0 PLF' 16' 25.0)• 25.6 P~F O' .0" HI B' .o·" TO 16' 6.0" TO, 24' .0" TO 24' TC CONC LL ( TC CONC LL ( 298. 7) +OL ( 298. 7) +DL ( 261.3) • 261.3) = 560.0 LBS I! B" 560.0 LBS I! 16'' .o· 6.0" ·.o• VERT 6.0" VERT !LO" VERT 6.0' VERT ANSI/TPI i MEMBER FORCES 4WAGD T 1• -5260 8 1• 4940 W 1•. 92 W 6• -854 T 2= -5214 -8 2= 494() W 2= 76 W· 7= 450 T 3• -4982' B· 3• 5748 W 3• 450 :W B• 76 T 4• -4982 8 4= 5748 W 4= -854 W 9• 92 T 5• -:5214 8 5• 4940 W 5• 120 T 6• -5260 B 6• 4940 LEFT• 1984 RIGHT • 1984 BEARING AREA AtOUIAED (so·. IN) JOINT 1 3.17 OF / 4.90 HF/ 4.67 SPF. JOINT 7 3.17 OF/ 4.90 HF/ 4.67 SPF NOTE: 1X3 BRACING AT 24" 0. C. FOR ALL FLAT TOP CHORD AREAS NOT SHEATHED. ~ ~- 8t I C) 8-0.0-00 . 12 4.00 i::::::=="'" c.,.4x7.7 · C-5x7. 7 (S) \ ( 2) complete trusses required. mJoin together with 16d Box nails staggered at 12" oc throughout.top chords, 12" oc throughout bottom chords. 12· oc throughout -webs. 8-06-00 B-:_00-00 C-2.5x7.7 C-1.5x2 .6 C-4x7.7 C-2.5x7.7 12 --.:::::::::J4.00 tn ~ I C) ·MAX LL DEFL • -.145" 1!10 L/240 • 1.196" ,MAX TL DEFL = -.314" 1!10 L/180 = 1.594" ~AX HDRIZ. LL DEFL • .041" I! 7 MAX HORIZ. TL DEFL • .090" I! 7 ,k 24-06-00 Scale: 1/4" JOB NAME: 83 HELIX/SEAVIEW FILE ND.:B3 DATE: 9/25/2000 DES. BY: o" 5 SEO.: 164577 ~3 WARNINGS: 1. Rud al Ganw.a Notn and Wamlng1 b•fore oonstructlon of tNHH. 2, BuNd.,-and •Ktlon oontrador s~d b• advltitd of al GManl NotH and Wamlng1 before conatn1ctlon oomffl1nces. 3. 1x3 comprHtlon wftl bracing mutt b• klatalN wh•• 1hown +. 4, All lat•al force rHl1tlng,.remwat1 sud, •• temporary and p.,manant bracing, must be de1lgnad and p,ovld.-d by dHlgnw of complete struC'lwe. Computnis Hsumu no Nt:ponslbNtty lor •ud, braolng. 5. No load should be applled to any compon11nt I.N'ltN •ft• all bracing and last1tt1ft't are complete, and at no time thould any load, grNt« than d•!lon load, be appllM to any component. e. Computrua has no control ov« and atsumN no fflponstblltty for th• tabrlc.tlon. handHng, 1hlpm-.t and lnttalatlon of oomponant,. 7, Thi• dHtgn It lurnlthH tubJect to the Imitations on tru11 design, Ht forth by th• Trutt Plate lntthute 1n•1raclng Wood TrutsN, H•·•t•. • copy of which wll be fuml1hed by Co,nputnaa upon rl'qUHt, Thi~~~esiqn prepared from computer input by California Jr_JJ~~ "1ABBO..!l. General Notes, unless otherwise noted: 1. Design to support loads as shown. Des j gn 2. Desi~n assumes the top and bottom chords to be l1ter1lly braced at 2' .. 0 o.c. and at 12'·0" o.c. respect1Yely. 3. 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation of truss 1s the respons1bihty of the respective contractor. 5. Design assumes trusses are to be used in a non•corrosive environment, and are for "drv condition" of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is P.rovided, 8. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines, 9. Digits indicate size of plate in inches. 1 O. For basic design values of the Computrus Plate, indicated by the prefix ·c·, see l.C.8.0. R.R. 4211. 11. The Computrus Net Section Plate is indicated by the prefiM "CN', the designator I 1 Bl indicates 18 g_a. material is used. All others •re 20 ga. confer.ms to U8C-97 An Ver: 1 . 07 ( 1Ll -w CameuTrus Inc. MANI.IFACTllAING. ENGINEERING. COMPl,ITEA SVSTEMS .~ IIHIIIIIIIIIII LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL(S) · TOP CHORDS:· 2x 4 OF 112 1-'-6 BOTTOM CHORDS: ,2x 4' OF 112 1-3 WEBS: 2x 4. OF STD/STUD 1-6 TC LATERAL SUPPORT<• 12"0C, UON. BC LATERAL SUPPORT<= 12"0C, UDN. 11111111111111111 IIIII IIIII IIIII IIII 1111 TRUSS SPAN 24'-6.00" LOAD DURATION INCREASE• 1.25 SPACED 24.0" 0.C. LL( 16.0)+DL( 14.0) DL ON LOADING ON TOP CHORD • BOTTOM CHORD • TOT-AL LOAD• 30.0 PSlj 5.0 PSF 35.0 PSF BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP ANO BOTTOM CHORD UVE LOADS ACT NON-CONCURAENTL Y. ·ANSI/TPii SINGLE MEMBER FORCES 4WRGO· , .T 1.• .-2024 B 1• 1901 W 1• -139 T 2= -1846 B 2= 2015 ·w 2=' 269 T-3··· -1-758 B3~ -1901 W3• ·-2si T 4= -1758 W 4• -28? T 5• -1846 W 5• 269 T'6~ -2024 w 6= .-139 . LEFT • 85B RIGHT • B57 BEARING AREA REOUIAED (SO. JOINT ·1 1.37 OF / 2.12 HF / JOtNT 7 1. 37 OF / ? . 1? HF / IN) 2.02 SPF 2.02 SPF .NOTE: fX3 BRACING AT 24" 0. C. FOR , , ALL FLAT TOP CHORD AREAS NOT SHEATHED.$ MAX LL DEFL • -. 090." MAX ·TL DEFL • -.194" MAX HORIZ. LL· DEFL • MAX HORIZ. TL DEFL • I! B L/240 • I! B L/180 • 1. 196" 1.594' ~ ,$,t 12 4·.00 c:::::="'" 10-00-00 8-0-0 ... C-4x6 4-06-00 10-00-00 ;( 12 ---=::::::J4.00 lO ~ · .031" I! 7 .067" I!! 7 C> C-2.5x7.7 I C> Scale: 1/4", ~OB NAME: C3 D3 HELIXLSEAVIE_h'_ FILE ND.: C3 DATE: 9/25/2000 DES. BY: ~_;5 SEO.: 164587 t3 '03 C-5x7. 7 (S) 24-06-00 WARNINGS: 1. RHd al O.nwal NotH and Warnings b•fo,-construction of tru, .. ,. 2. Bulld« and .r.ctlon contractor 1hoald be advlted of•• Offlwal NotN 'and Wamtng, b•for• oonstNctlon com~W\c.t. 3. 1x3 compru1lon w.a. bradng mu•t be lnst•N.cl wh•• ,hown +. 4. Al l•t•al force r•1l,tlng elom.ntl •uoh H tornporary and permanwit bracing, must b• d••lgn•d •nd provldaocl by dnlan• of oornpla-t• •lrvctur•. Computru• Htumn no ro,pon,lbllty for such bradng, 5. No load 1hould bo app..,d to any oompon"'t Wltl aftw al bradnr, and f11t.-nen ar• complitt~. and •t no tlma should any loads grMttf than dulgn lo•d• b• appNitd to any oompontnt, 8, ComputN• hu no control ov• and Hsum" no rN'pon11blltty f-, th• fabrication, h•ndllng, 1hlpm-,t and lnstal•tlon of oompon«1ts, 7, This dot'9n I• fuml•httd subject t• th• llllk•tlon• en truH dfflgn• set forth by tho TNH Plato lntthut• ln,..,_.,I Wood TruHH, H•-11•, a oopy of which wM b• fumflhftf by Computrus upon nquffl. Jh~cles iqn prepared from computer input by Ca 1 i forni,a TrJ,Ls~ JAAROQ Gerieral Notes, unle11 otherwise noted: 1. Design to support loads as shown. · . Des j gn 2. Design assumes the top and boitom chords to be laterally braced at 2'·0 o.c. and at 12'·0· o.c. respectively. 3. 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation of truss 1s the responstbihty of the respective contractor. 5. Design assumes trusses are to be used in a non-corrosive environment, and •re for •dry condition" of use. 6. Design assumes·full bearing at all supports shown. Shim or wedge ii necessary. . 7. Design assumes adequate drainage is ~rovided. 8. Plates shall be located on both laces of truss, and placed so their center lines coincide with joint center lines. 9. Digits indicate size of plate 1n inches. 10. For basic design values of the Computrus Plate, indicated by the prefix "C", see I.C.B.O. R.R. 4211. , , . l~~~r:,w~r ;~fc:r;;i~i ~:~~=,~~!f~;e~s:J. tzl ~;~:. ~~!"to1;. ' ' conforms to UBC-97 AnVer: 1.07 (IL) -8 CamHuT'"us Inc. M&NllFACtl'RING, ENGINEER(P,IG. COMPllfER 6VSJEMS ~- IIHIIIIIIUIII L_UMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL (SI TOP CHORDS: 2X 4, OF 12 · 1-' 6 BOTTO.M CHORDS: 2x 8 OF 12 1-5 · WEBS: 2x 4 OF STD/STUD 1-B TC LATERAL SUPPORT<• 12"0C, UON. BC LATERAL SUPPORT<= 12"0C, UON. 12-03-00 TC UNIF LL ( BC UNIF LL(· I llllll lllll lllll'lllll-111111111111111111 24-6-.o GIRDER TRUSS SUPPORTil-!G B-o-0 LOAD DURATION INCREASE• 1.25 + 32.0)+DL( 48.0) +OL ( ·LOADING 2s:oi •· 67 ._o) • 60.0 PLF 115.0 PLF o· o· 12-03-00 .O" T0 24' .O" TO 24' 6,0" VERT 6.0" VERT ANSI/TPI' T 1• -5200 T 2= -5101 T 3• -3943 T 4,. T 5• T 6• -3943 -5101 -5200 LEFT •· ; I. SINGLE MEMBER FORCES '4WRGO· 8 1• 4933 W 1• -209 W 5• B 2= 4072 W 2= 1100-W 6= B,3•. 3135 W 3• '-737 W 7• B 4= . 4072 ·W 4:i 1293 ·W B". B 5• 4933 2144 RIGHT 2144 BEARING AREA REOUIRED (SO. IN) 1293 -737 1100. -209 JOINT JOINT 1 3.43 OF/ 5.?9 HF/ 5.04 SPF 7 3.43 OF/ 5.29 HF/ 5.04 SPF MAX LL OEFL • -.178" ,MAX TL DEfL • -.389" MAX HORIZ. LL OEFL • MAX HORIZ. TL DEFL • @10 L/240 · .• ll10 L/180 = .033"@ 7 .071" ll 7 CONO. 2: 2000.00 LBS DRAG.LOAD. OFF PANEL SPLICE NOTE: 1. 196"' 1.594" Off panel point splices are located at 1/5 the panel length +. 6" at either end of .. the panel-Indicated, except end panels 12 4.00 i::::=-C-5.5x6 6 o· B 12 ~4.00 ln ..... 8t= I C) Scale: 1/4: v,"j. JOB NAME: D~ELIX/SEAVIEW FILE NO.: ~~"5 DATE: 9/25/2000 DES, BY: /.Jf 5 SEO.: 16459_5 ~? 24-06-00 WARNINGS: 1. Rud al Genenl NotH and Wamlngs before oonstNctlon of truH.,. z. Bulfd-, and .,itetlon contrac1or 1hd~ b• advfHd of d Gen....a Notn and Wamlna• before conttNCtlon oornm'enon. 3. 1x3 comp,.,slon web bradng murt b• lnstaNed wh•• 1hown +. 4. AN latwal force , .. t,tlng .. •ments ,uth H t•mporary and pwmanent bradng, must b• dulgnff and provided by dMlgner of oompl.t• •tNctur•. Computru• assumH no ruponslbNlty !or •uch bradng. 6. No load should be appNN to any component untll after aN bradng and fHtfflen ar• compl~•. and at no tlm• 1hould any loads gt'ffter than dHlgn load• be appNed to any component. e:. ComputNs hH no control over and a11um" no '"pon11b*1y for th• fabrication. handNng, shipment and lnatalatJon of components. 7. Thi, dn)vn 11 fumlihed •ubJect to the Imitation• on tn111 designs Ht forth by tho TNII Plat• lnstH.ut• 1n·1rac1n, Woo.a TNHN. H•-•1·. •copy., which wll be tumlthocl by Compvtn11 upon r11q1,1"1. ~ ~~ I C) !Wedge required at heel (s) I Lt1is des ig(Lpreoared from comou~el'_lilOYt by California Truss General Notes, unless otherwise noted: JAAAQJl 1. Design to support loads as shown. Design 2. Desi~n aswmes the top and bottom chords to be laterally braced.at conforms to.UBC-97 AnVer: 1.07 (!L) -W 2'-0 o.c. and at 12'·0'" o.c. respectively. 3. 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation of truss 1s the responsibility of the respective contractor. 5. Design assumes trusses are to be used in a non-corrosive environment. and are for •dry condition" of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is provided. 8. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. 9. Digits indicate size of plate in inches. 10. For basic design values of the Computrus Plate, indicated by the prefix •c•, see I.C.8,O, R.R. 4211. 11 · J~:g';.~W:'l\'llf i~/c;f,::;·~~ :1:~~!t~~!fT;eud.~J. ~-gf~~ :9!'tot;. Cam~uTrus Inc. M4NVFACTl'RING • ENGINEHtt'•G • COMPl'lER 5-YSTEM~ ~ IIHIIIIIIIIIII I llllll lllll lllll lllll 111111111111111111 l LUMBER SPECIFICATIONS 22-0-0 STUB HIP SETBACK 8-0-0 FROM ENO WALL LOAD DURATION INCREASE• 1.25 + T 1• ANSI/TPI ~INGLE :-2498 B 1• MEMBER FORCES 4WRGO 0 W 1--2063 w 9,. 112 SIZE SPECIE GRADE PANEL (S) T 2= -3512 8 2= 2369 W 2= 2654 W10= -1550 TOP CHORDS: LOADING T 3• -3396 8 3• 4756 W 3• -'-1139 W11• -32 2x 4 OF ~1 4 I 2x 4 OF #2 1-3, 5-7 TC UNIF, LL ( 36.0) +DL (' 31.5) • BOTTOM CHORDS: TC UNIF LL ( B2.0) +DL ( 71.B) • 2x 4 OF 11 3-5 TC UNIF LL ( 36.0) +OL ( 31.5) • 2x 4 OF 12 1, 2, 6, 7 BC UNIF LL ( .O).+DL ( 25.6) • WEBS: 2x 4 OF 12 2, 14 2x 4 OF STD/STUD 1, 3-13, 15 TC CONC LL ( TC CONC LL ( 293.3) +OL ( 293.3) +IJL ( TC MAX PURLIN SPACING 20" DC, UON. BC MAX PURL IN SPACING 120" oc·. UON. NOTE: 1X3 BRACING AT 20" 0. C. FOR ,,r ALL FLAT TOP CHORD AREAS NOT SHEATHED. :'P [ Scale: 1/4" 5-00-00 12 4.00~ JOB NAME: A4 HELIX/SEAVIEW FILE NO.: A4 DATE: 9/25/2000 DES. BY: d 5 SEO.: 164563 I\~ 12-00-00 C-4x9.4 C-'3x9.4 · C-3x6 C-2.5x4.3 C-5x11.9 (S) 22-00-00 WARNINGS: 1, Rud 1N Gtneral Notn and Warning• before constNallon of tru1u1. 2, Bulld., and «e-ctlon contractor 1hO~ b• 1dvbH of•• Q..,...., NotN and W1mlng1 befor• con1tructlon commences." 3. h3 comprHslon w.b bradng must b• ln•t1Hitd whtre shown +. 4, All lat«al force , .. t,tlng .C•mffl11 11,1ch H temporary and p•m•ntnt bracing, must be d•slgned and provldff by dHlgn• of compl.,• ttructur•. Computrus aHumes no rHponstbMtty·for sud, bracing, 6. No load should be appH~ to any component untM aft., aN bracing and f••t.-ners are compl•t•. and at no time should any load, gr .. t., than dHlgn loads be appll1td to any componwit. 8. Computru, hH no control ovllt' and a11um•• no r••pon,lbUhy for th• fabrle11tton, handUng, shipment •nd Installation of componentt. 7. This dHlgn Is fumlth•d subJKI to the Umhatlont on trun d•slgnt ,., forth by th• Truss Plate lnsthut• tn*Bradng Wood Tru1H1, Hl8•81 •, a copy of which wlll b• fumlshMI by Cornputn.11 upon r.ciu••t. 67.5 PLF o· .O" T<B 5' 153.8 PLF 5' .O" TO 17' 67.5 PLF 1-7' .O" TO 22' 25.6 PLF 0. .O" TO 22' 256.7)• 256.7)• 550.0 LBS@ 5' 550.0 LBS@ 17' .o· .o· .O' VERT .O" VERT .O' VERT .O" VERT T 4= T 5• T 5,.· T 7• -4756 ·B 4= 4756 W 4= 1336 W12= 1336 -3396 B 5• 4756 W 5• -32 W13• -1139 -3512 8 6• 2369 W 6= -1550 W14= 2654 -2498 B 7• 0 W 7• 112 W15.• -20q3 w a-0 LEF:r • 2092 RIGHT • 20!:12 BEARING AREA REOUIREO [SO. · IN) JOINT 9 3.35 OF/ 5.17 HF/ 4.92 SPF JOINT 16 3.35 OF/ 5.i7HF / 4.92 SPF 5-00-00 C-4x9.4 C-3x9.4 12 -s::::::::::J4.00 C-3x9.4 C-1.5x4.3 I MAX LL DEFL • -.154" MAX TL OEFL ,. .:..331 "· MAX HORIZ. LL OEFL • MAX -HORIZ. TL OEFL • J @13 L/240 • @12 L/180 = ·.o53" @16 .114" @16 1. 071' 1. 428" I~is desimLJ:!repared from computer 1nput by California Truss General Notes, unless otherwise noted: JARROD 1. Design to support loads as shown. Design 2. Desi~n assumes the to,:, and bottom chords-to be laterally braced al conforms to UBC-97 AnVer: 1.07 (1Ll .:.w 2'·0 o.i:. and at 12'-0" o.c. respectively. 3. 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation of truss 1s the responsibd1ty of the respective contractor. 5. Design assumes trusses are to be,used in a non-corrosive environment, and are·for ·dry condition" of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. . 7. Design assumes adequate drainage 1s provided, 8. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. 9. Digits indrcate size of plate in inches. 10. For basic design values of the Computrus Plate, indicated by the prefix "C", see I.C.B.O. R.R. 4211. 11 · d~:,g~~ro~,v~; i~d:c:~;~i~a ~';,t~:t~1!rr:euds~d. ~" g;~!j~ ·a<;:;,ot~:. . CameuTrus Inc. l't4ANl1FACTl'fllNG. ENGtt,EfRI•,~ COMPllTEfl C:Y4';fEM'5 .., IIHIIIIIIIIIII LUMBER SPEC IF I CA TI ONS SIZE SPECIE GRADE PANEL (SJ TOP. CHORDS: 2x 4 OF #2 1-,7 BOTTOM CHORDS: 2~ 4 i:JF #2 ~-7 WEBS: 2x 4' OF STD/STUD . 1-14 TC MAX PURLIN SPACING 4B"OC. UON. BC MAX PURLIN SPACING 12o"oc. U0N. BC UNIF LL I I llllll lllll 11111·111111111111111 11111111 LL ( TRUSS SPAN 22'-0.0" . LOAD DURATION INCREASE• 1.25 +· SPACED 27.0" O.C. LOADING 16:.0) +DL ( 14.0) ON TOP CHORD • , ·0L ON BOTTOM CHORD= TOTAL LOAD• 30.0 P!jF 5.0 PSF 35,0 PSF 0.0) +DL ( 15.0) • 15.0 PSF B'-6.0" Tb 13'-6.0" VERT ANSI/TPI -T 1• -1295 T 2= -1473 T 3• ·-1302 T 4= -1706 T 5• -1302' T 6• -1473 T 7• -1295 LEFT. . . ' SHfGLE 8 1- B 2= B 3• B 4= B 5"" B 6= B 7• MEMBER FORCES 83 W 1--934 1249 ,W 2= 1200 1698 W 3• -400 1706· W 4'.s 129 169B w 5· 730, 1249 W 6= -,927. B3 W 7-160 W 8• 160 951 RIGHT• 4WRG0 W 9• WIO= W11• Wl2= W,13• W14• 951 BEARING AREA REQUIRED ISO. IN) -927 730 129 -400 1200 --934. NOTE: 1X3 BRACING AT 48"0C U0N. FOR $ ALL FLAT TOP CHORD AREAS NOT SHEATHED BOTTOM.CHORD CHECKED FOR _10PSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. JOINT 9 1.52 OF/ 2.35 HF/ 2.24 SPF JOINT 16 1.52 OF/ 2.35 HF/ 2.24 SPF / Loads as given. MAX LL ·OEFL • -0.044" MAX _TL DEFL = -0. 1·12• MAX H0RIZ. LL 0EFL • MAX H0RIZ. TL 0EFL • I! 16'-9.5' I! 16'-7.7" 0.014" I! 15 0.035' I! 15 L/240 L/180 • 1.071' 1.428' 7 .. 00-00 B-00.,00 7-00-00 ,· i Scale: 1/4" . 12 4.00 c:::::=="'"' -1.5x3.4 C-2.5x6 JOB NAME: 84 HELIX/SEAVIEW FILE N0.:B4 · DA TE: 9/25/2000 DES. BY:~_5" SEO.: 164578 \?~ C-5x6 $} 5-00-00 C-2.5x7.7 0.25' C-5x7. 7 (S) 22-00-00 22-00-00 "ST ?1, en C> ,, N C-5x6 C-2.5x4.3 C-2.5x7.7 12· ~4.00 C-2.5x6 C-1.5x3.4 1 T!lis desiqn prepared from computer input by California Truss WARNINGS: 1. RHd aN Genwal NotH and Wamlngt before oon1tructlon of tNHff. 2. BuHdw and ttectlon contractor •hq'41d b• advl1ed of all Gwaeral NatN and W.mlng, before conltructlon oom....,c.s. 3. 1x3 comprHtlon web bradng mun II• intta .. d wh•• 1hown +. 4, AN latttal fora. r•1l1tlni; 91ementl ,u.oh H temporary and pwman-.t bnidng, must b• dHlgnftl and provldad by dHlgn• of compl.t:e stNcture. ComputNs HsUmH no rHponslblAty for such bracing. 5, No load should b• appNN to any compon~t untA after •• bradng and fHtMHI ere compl11e. and et no tlm• •hould any loeds grNt• than dfflgn load• be eppNfll to any component. ti, CornputNs hH no control ovw and a11umn no fftponslblltty tor th• fabrication, handling, shipment end lnstalatlon of componW1t1. 7. This dHltn Is fumlshN subJ• to th• Imitation• on tNn d"ltn• •" forth .. ., the TNH ,..,. lntthut• 1n·1, .. , WHd '"'""· H•-•r. a oopy of which WIN ... fumlthed by ComputNI upon ,..,.... General Note1, unless otherwise noted: 1. Design to support loads as shown. . 0es i gn 2. Desi9n assumes the top and bottom chords to be laterally braced at 2'-0 o.c. and at 12·-o· o.c. respectively. 3. 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation of truss 1s the responsibility of the respective contractor. 5. Design assumes trusses are to be used in a non-corrosive environment, and are for *dry condition" of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is p,rovided. 8, Plates shall be located on both laces of truss, and placed so their center lines coincide with joint center lines. 9. Digits indicate size of plate in inches. 1 O. For basic design values of the Computrus Plate, indicated by the prefix •c•, see l,C,8.0. R.R. 4211. 11. The Computrus Net Section Plate is indicated,by the prefix "CN', the designator 11 Bl indicates 18 9~· matenal is used, All others are 20 91, conforms to UBC-97 AnVer: B 2 (1Ll -F Cam~uTrus Inc. MANllfACTl!AIHG , ENGlf•EERING • COMPllf£R SYSTEMS ':i ... ltllll 111111111 LUMBER SPEC IF I CA TI ONS SIZE , SPECIE GRADE, PANEL (SJ TOP CHORDS: :2x 4 OF . #2 1.! 6 BOTTOM ,cHORIJS: 2x 4 OF #2 1-3 WEBS: 2x 4 OF .STD/STUD 1-11 TC LATERAL SUPPORT<• 12"0C. UON. BC LATERAL SUPPORT<= 12"0C. UON. + '2.x4'',Bra"ce· reqµir-;ci,, . . LoaaJ ds given. 11111111111111111111111111111111 IIII IIII TRUSS SRAN 22'-o.o· LOAD DURATION INCREASE • 1.,25 + SPACED 24.0" O.C. LOADING LL( 16.0)+0L( 14.0) ON TOP CHORD• DL ON BOTTOM CHORD ,TOTAL LOAD • 30.o PSF 5.0 PSF 35.0 PSF T J T T T J 1• 2• 3• 4= 5• 6• ANSI/TPI SINGLE 60 B 1• -1287 8 2z -359 B 3• -359 -12B7 60 t,l,EME_IER FORCES 4WRGO,' 1129 , W 1• -103 w ·0-122 1173 W 2= -1346 W 9• 59 1129 W 3• 59 W10• -1346 W 4= 122 W11,. -103 W ,5., -B63 W 6= -863 W 7• 101 BC UNIF LL ( 0.0) +OL ( 15.0) = 15.0 PSF B'-6.0" TO 13'-6.0" VERi LEFT . 845 RIGHT 845 IN),· BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD, TOP ANO BOTTOM CHORD, LIVE LOADS ACT NON-CONCURRENTLY. 11-00-00 11-00-00 JOINT JOINT , BEARING AREA REQUIRED (SIJ. 8 1.35 OF / 2,.09,HF / 12 1.35 OF/ 2.09 HF/ 1.99 SPF 1.99 SPF MAX LL DEFL • -0,030" MAX TL OEFL • -0.075" MAX HORIZ. LL OEFL • MAX HORIZ. TL OEFL • @ 16'-9.5" @ 16'-9.5" 0.014"@ 10 0 .035" @ 10 L/240 L/180 • 1.071'" 1. 428" 12· 4.00 c::::::==="' 12 ~4..00 i C-5x 11. 9 (S) }. 22-00-00 Scale: 1/4" JOB NAME: C4 HELIX/SEAVIEW FILE NO.: C4 OATE: 9/25/2000 DES. BY: ~_5 SEO.: 164588 \A 22-00-00 WARNINGS: 1, RHd aN GM1tr11I Notff and Wam~• before oonmuatlon of tnauH. 2. Bulfd..,. and .,action conlraator 1hoOld be 1dvlHd of IN Genwal NotH 1nd W1mlng1 b•f•r• conttntotlon oomm911ce1. 3, hJ comprn1lon w.-b bradng must b• k11t1Nfll whtH shown'+. 4, AN lat..-al fore. , .. 1,tlng al•mants 1Uch ••. t•mporary and p-.nanant bradng, must b• dHlgnfll and provided by d•1lgnw of complet• ttruotur•, Computru• aHume• no rnpon11b1Mty for 1uc:ih bradng, 5, No load should be appllM to any componfflt un1M aft-, aN bradng ~md fastentn are comple1•, and at no time thould any load, greit• thin dt1lgn loads b• appNNI to any component. 6. ComputNs has no con1rol ov..-and auum" no rnpontlbHf1y for the fabrication. handRng. shipment and lnttalfatlon of componMts. 7. This dnlgn It furnished tubJtet to the Nmh11lon1 on tNH dnlgns Ht forth by th• Tru11 Pfat• .,,tltut• 1n•eradng Wood Tru11u, HIB-91", a copy of which wlR b• fumlshf1:I by Computrus upon r~uest. ., ft This~Qe!U9ILJ)reoared from computer input by California Truss JARRO.!J. General Notes, unless otherwise noted: 1. Design to support loads as shown. , . Design 2. Desisn assumes the top and bottom chords to be laterally braced at 2'·0 o.c. and at 12'·0" o.c. respectively. , 3. 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation of tiuss 1s the respons1bi11ty of the respective contractor. S. Design assumes trusses are to be used in a non-corro1ive environment, and are for ·dry cond1Uon· of use. 6, Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is provided. 8. Plates shall'be located on both faces of truss, and placed so their center lines coincide w1th,jomt center lines. 9. Digits indicate size of plate in inches. 1 O. For basic design values of the Computrus Plate, indicated by the prefix "C", see I.C.8.0. R.R. 4211. 11 · J~g~~~~,va; i~~rc~~;;1~8 ~':.·~=t~~~!ff~~ds~d. t_r; ~~~~i~ :~~io'~~- conforms to UBC-97 AnVer: 8 2 (1L) -F MANl•FACTllR!NG. E~GINEERl,lQ, COMPllTER C:.\-SIEMfi " ·111111111111111 LUMBER SPECIFICAHO.NS SIZE SPECIE GRADE PANEL (S) TOP CHORDS: 2X 4 DF. #2 1-' 2 BOTTOM CHORDS: 2x 4 OF #2 1-2 WEBS: 2X 4 OF STD/STUD 1 . TC LATERAL SUPPORT <·· 12"0C. UON. BC LATERAL SUPPORT<= 12"0C. UDN. TRUSS SPAN 8'-0.0" LOAD DURATION INCREASE• 1.25 SPA~ED 24.0" O.C. LOADING LL( 16.0)+DL( 14.0) DN TOP CHORD• DL ON BOTTOM CHORD =· TOTAL LOAD• 1111111111111111111111111111111111111111. 30.0 PSl1 5.0 PSF 35.0 PSF 1 I. ANSI/TPI SINGLE T 1• :.,17 B T 2• -47 B LEFT HORZ. LEFT INT. MEMBER FORCES 1-0 w. 1- 2= 0 169 RIGHT • 11 RIGHT= 223 !l 4'-o.o· ·BEARING AREA REClUIAEO (SQ. JOINT JOINT JOINT 1 0.27 OF/ 0.A2 HF/ 4 0.36 OF/ 0.55 HF/ 3 0.27·0F / 0.A2 HF/ 1 ____ ~4-_oo_-~oo __ ~---.f------'-4-_o_o--"-ooc--__ -,, ~ $t 0 Scale: 1/2" . 12 4.00 c:::::==""'" / JOB NAME: A5 HELilUS_E_A_VIEW WARNINGS: .t 12 -..::::::::J4.00 C-4x4.3 ,. In J$ ./ C-2.5x4.13 / 0 B-00-00 P~ov-ide Full Continuous Bearing Th is desi9rLI!repared from compJJter inJ:!!!Lb~ f orn1a Trus~ General Notes. unless otherwise noted: 4WRGO -155 169 -·11 IN) O.AO SPF 0.52 SPF 0.AO SPF JARRQ!) As· 1. RHd •• OenHal Not" and.Wllffllng1 before con•1ructlon of tn11•"· 2. Bulldff and •Ktlon contractor ahoul'd b• adYIHd of al Ganwal Notn and Warnkigs b•for• construction commanca. 1. Design to support loads as shown. Design 2. Oesi9n assumes .tho 1011 and bottom chords to be laterally braced at conforms to UBC-97 AnVer: B 2 (1Ll -F FILE NO.: A5 OATE: 9/25/2000 DES. BY: 65' SEil.: 164564 3. 1x3 compre11lon web br~dng must b_e inltalltd wh•• shown +. 4. AN latHal force-re1latlna elem..-.11 such •• temporary .nd p•manent bradng. must b• dHlgn.cl and provfdad by dulgnar of complete 1tructur•. Computru1 assume, no rittpon11blffty lor such bradng, 5. No load should b• appll•d to any componfflt untlt 11fte, •ti bradng and fattffl«t a,• complete, and at no time should any loads grqter than d•slgn loads b• appN•d to any componMt. 6. Computru1 has no control ov• and astumH no ruponslbllhy for th• fabrication, handtlng, thlpm.n1 and lnstaHatlon of components. 7. This design It furnished 1ubJ.ct 10 the Imitations on truss designs Ht torlh by 1h• Trust P1•1• lnsthut• 1n•araclng Wood Truun, Hra.e1 ·, • copy of whfd, wlll b• fumhh.ct by Computrut upon r.-qu•st. 2'·0 o.c. and at 12'·0" o.c. respectively. 3. 2x4 Impact bridging or lateral bracing required where shown + + 4. lnsta11ation of truss 1s the responsib1htJ of the respective contractor. 5. Design assumes trusses are to be use in a non-corrosive environment, and are for "dry cond1t1on• of use. · 6, Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is provided. B. Plates shall be located on both faces of truss, and placed so their center fines coincide with joint center lines. 9, Digits indicate size of plate in inches. 10. For basic design values of the Computrus Plate, indicated by the prefix "C", see I.C,8.0. R.R. 4211. 11 · J~g~~~~,v~; i~a1c~iec~i~~ ~1::~i:,~~7~f ~;eJs~J. ~" g~~~i~ :7~;·ot~~- Cam~uTrus Inc. MII.Nl'fAC fl•fNtG • Em;1,~([!"(IN~ • COM I'll ff~ ';Y.St[M~ ,. IIHIIIIIIIIIII 11111111111111111 lllll'IIIIUIIII IIII IIII ' LUMBER . SPECIFICATIONS 14-6~ 0 STUB TERMINAL HIP SETBACK 8-0-0 FROM ENO 'WALL ANSI/TPI Sir-JGLE MEMBER FORCES -'IWRGO LOAD DURATION INCREASE• 1.25 + T 1• -2812 B 1• 2632 W 1• 70 Ill 6• 152 SIZE SPECIE GRADE· PANEL IS) T 2• ,-2609 8 2• 2632 W 2• -172 w .,_ -308 TOP CHORDS: LOADING . T 3• -2350 8 3• 2475 W 3• , 132 w 0-2130 2x 4 OF #2 1-15 · BOTTOM CHORDS: TC UNIF LL I 32.0l +OL ( 28.0)• 2x 4 OF i2 1-5 BC UNIF LL ( .0) +OL (, 25.0)• WEBS: 2x 4 OF SJO/STUO 1-9 TC CONC LL ( 597 . 3) +DL ,( TC LATERAL SUPPORT<• 12·oc, UON. BC LATERAL SUPPgRT <• 12·oc, UON. 8-00-00 12 4.ooc:;:::::--C-4x4.3 4 o· "8 tO -$,t' I 0 Scale:· 3/8" JOB NAME: AG HELIX/SEAVIEW FILE NO.: AG DATE: 9/26/2000 DES. BY: BS SEO.: 164565 AlrJ C-1 .5x2.6 C-2.5x4.3 C-2.5x7.7 14-06-00 WARNINGS: 1. Raad al Genwal NotN and W....,___bef.,. OOMtNctlon oft~ 2. 8uld• and .-.atlon contractor ehoukl 1M HVINd of al OtrMll'al Not• and Warning. bflfoN oon.e:~~Jon OOfflfflWION, 3. 1x3 oomp.-on wob bndng muot IHo lnotolod wh .. ohown +. 4. All lateral force '"'-ting .i•mwtte IUCh H temporary and pwmanant bracing, muat b• dNlgned and provkMd by dMlgriw of oomplet• atNotura. C<11mputrue a-..mN no ....,ontlblltty for Miah bndng, &. No load ohould b• •PP•oct to any OOmpoMl'II unt• aft• al bracing and fast-,.,. are oomplet:1. and 11: no time lhould any load, great• than dHlgn load• b• appled to any oomponwit. 8. ComputN9 hH no control ovw and naJmN no rNponelbllty for the fabricatlon, handing, et,lpment and 1Mtalatfon of oompon.nte. 7. Thi• dHfgn S. fumllh" aubfect to the lmltatktne on true.-dNfgne Mt forth by the TNN P1•t• IMtttuie 1n•9rae1ng Wood Tru...e, HIB0ta1•, a copy of which w• b• fumllh.-d by ComputN• upon Nql.lNt. TA• -2351 B 4• 2094 W 4• -31'2 Ill 9• -1185 60.0 PLF o· .o· TO, 14' 6.0." VERT T 5• -2207 8 5• 0 W 5• 197 25.0 PLF O' .o• TO 14' 6.0" VERT LE.FT • 1127 RIGHT • 1225 522 .. 7) • 1120. 0 LBS 0 6-06-00· 12 -.:::::::J4.00 C-3x7.7 8' .o· . JOINT JOINT l ' I I 0 BEARING AREA REQUIRED, (SO. IN) 1 1.80 OF/ 2.78 HF/ 2.65 SPF 11 1.96 OF/ 3.03 HF/ ·2.88 SPF MAX LL DEFL • -.061"@ 8 L/240 • .696". MAX TL DEFL • -.132" I 8 L/180 • .928" MAX HORIZ. LL DEFL • .020" 111 MAX· HORIZ. TL OEFL • .042" 111 CALIFORNIA TRUSS [JARROD] Oonerel Not11, unleH otherwl1e noted: 1. Deolgn to aupport load• n ahown . Design conforms to UBC-97 An Ver: 1 . 07 ( 1Ll ( 181 2. ~11':,~'!'r'!J"!t 1\1,~ ~~-~:~ti~~;~• to be laterally braced at 3. 2x4 Impact bridging or lateral bracing recommended where 1hown + + 4. ln1tall1tlon of trU11 I• the re1pon1lblllty of the reapectlve contractor. 6. Deaton 8Humea truseet are to be used In • non--corroelve environment, and are for •dry condition• of U9e. 8. Deolgn naumet lull bearing at all aupporta 1hown. Shim or wedge II necea11ry. 7. Detlgn a11ume1 adequate drainage Is provided. 8. P1ate11hall be located on both facet of trU11, and placed ao their center llnea coincide with joint center lines. · · 9. Digit• Indicate •lze of plate in inchea. 10. For bnlc dealgn v1IUe1 of the Computrut Plate, Indicated by the prefix . 11. ~~-c!~~~i~Orii~/},!~~~ Plate Is Indicated b the prefix ·cw. the designator (18l lnd1cates 18 ga. material is us~. All other• are 20 9a. MANUFACTURING • ENOINEERIUG COWIJTER SYSTEMS ~- JIHIIIIIIIIHI LUMBER SPE,CIFICATIONS SIZE SPECIE GRADE PANEL (S) .TOP CHORDS: 2x 4 OF 112 1-'4 BOTTOM C:HORDS: 2x 4 'DF 12 1-4 WEBS: 2X 4 DF STD/STUD 1-5 TC LATERAL ·suPPORT <• 12"0C, UON, BC LATERAL SUPPORT<• 12"0C, UON. ~ ~ I 0 Scale: 3/8" 12 4.ooi:::::==-- JOB NAME: 86 HELIX/SEAVIEW 8-00-00 C-1.5x2.6 1m111·1111111111111111111111n1111.1111 16-0-0 TERMINAL HIP .SETBACK 8-0-P FROM END WALL LOAD DURATION INCREASE• 1.25 + TC UNIF LL ( BC UNIF LL ( 32 .0) +DL'( .0) +DL ( LOADING 28.0)• 25.0)• 60.0 PLF O' 25.0. PLF O' ,O" TQ 16' .O" TO 16' TC CONC LL( 597.3)+DL( 522:n-1120.0 LBS@ B' .o· C-4x4J 4 .o· ',E,( C-2.5x7.7 16-00-00 8-00-00. C-1.5x2.6 12 ~4.00 .o• VERT .o• VERT u, ..... -~ I 0 r . ANSI/TP[ l SINGLE MEMBER FORCES 4WRGO T 1• -3078 B 1• 2892' W 1-,. 100 T 2= --2696 .B 2= 2892 W ,2= ·-363 T 3• -2696 B 3• 2892 W 3• 369 T 4= -3078 Ei '4= 2892, W 4= -362 W 5• · 100 LEFT • 1240 RIGHT • 1240 BEARING AREA REGUIRED (SG. IN) JOINT 1 ·1.98 OF/ 3.06 HF/ 2.92 SPF JOINT 5 1.98 OF/ . 3.06 HF/ 2.92 SPF MAX LL DEFL • -·.087" @ 7 L/240 MAX TL DEFL • -.189"@ 7 L/1B0·• MAX HORIZ. LL OEFL "' .029'; @ 5 MAX HORIZ. TL OEFL • .064" @ 5 .771" 1.020.· This design prepared from computer Input by California Truss jARRO_Q WARNINGS: General Notes, unless otherwise noted: FILE NO.: 86 DATE: 9/25/2000 DES. BY: ~::::r SEO.: 164579 \)~ 1. Rud an Gen.,., Notff and Warning• before oonrtruotlon of'"'""· 2. Bulldtt' and .,ffllon oontraotor thb~d be advised of al Gtnttal Notn and Wamlng1 belor• construction oomrrienoet. 3, h3 comprH1lon wtlb ~r•dng must be ln11•11MI where thown +. 4. AN lateral fore• rHl1tlng·itl•mant1 such H temporary and P•manent bracing. must be dHlgned and provld.d by clntgn., of complete structwe, Computnas aHUfflH no rftpan1JbHtty for •uch bradng, 5. No load should b• applled to any componMt untN aftff an b,.clng and fHtfflHI •r• compl.,•, and at no time thoutd any load• grHter than dHlgn load, be appll•d to any component. 8. Computrus hH no control av• and 1Humn no Htponslbtlfty for th• fabrication, handling, shlpm~t and ln11aNatlon of compon.ntl. 7, This design I• fumllhl'd 1ubJK1 to the •mttatlon1 on trun d••lan• Ht forth by th• TNH P1•t• ln1tftut• ln·a,adng Wood .Tn.&11n, H1B-e1 ·, • copy of which wlll h• fuml1hd by ComputN• upon requHt, 1. 0es!gn to support loads as shown. Design conforms to U8C-97 An Ver: 1. 07 ( 1L) -W 2. ·~~tj9~~~s~::;t!t t~~,!~ :~. ~~!~°e~tl~~f~~s to be laterally braced at 3. 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation of truss 1s the respons1bihty of the respective contractor. S. Design assumes trusses are to be used in a non-corrosive environment, and are for "'dry condition"' of use. 6. Design assumes full bearrng at all supports shown. Shim or wedge if necessary. 7. Design assi.Jmes adequate drainage is provided. B. Plates shall be located on both faces of. truss, and placed so their center Imes coincide with Joint center Imes. 9. Digits indicate size of plate m inches. 10. For basic design values of the Computrus Plate, indicated by the prefix •c•, see I.C.8.0. R.R. 4211. 1 1 · J~9~~~~¥~f i~a~c;rec;i~i ~1;.t~!t~~~!f:~euds~J. ~IT gf~~~ :7~;·01~:. Cam~uTr-us Inc. MANltFACH•fUNG. EW';tNEEIIINti c.or,.1r1.nfo ",'tc;frM~ "'/I· IIHlll.11111111 LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL (S) TOP CHORDS: 2x 4 OF #2 1, 12 BOTTOM CHORDS: 2x 4 OF 12 1, 2 WEBS: 2x 4 OF : STD/STUD TC LATERAL SUPPORT<• 12"0C, UON. BC LATERAL SUP~ORT <= 12"0C, UON. ,In -~ I 0 Scale: 3/8" 12 . 4.00 i:::::::=-- JJJB NAME: C6 HELIX/SEAVIEW 8-00-00 .r I IIIIII IIIII IIIII IIIIUllll 1111111111111 TRUSS SPAN 16'-.00" LOAD DURATION INCREASE• 1.25 SPACED 24.0" O.C. LOADING L(( 16.0)+0L1 14.0) DL ON ON TOP CHORD• BOTTOM CHORD• TOTAL LOAD• 30.0 PSFI 5.0 PSF 35.0 PSF BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP ANO BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. C-1.5x2.6 16-00-00 8-00-00 12 -.:::::::J4.00 -~ ~ I 0 ANSI/TPI T 1• T 2= LEFT• SINGLE MEMBER FORCES -848 B 1• 801 W 1• -B4B a 2= e·o1 560 RIGHT BEARING AREA REOUIRED (SQ. JOINT JOINT 1 .90 OF/ 1.38 HF/ 3 .90 OF/ 1.38 HF i 4WRGO BO 560 IN) 1.32 SPF 1 .. 32' SPF MAX LL DEFL • -.025" MAX TL DEFL -·-.056" MAX HORIZ. L~ DEFL • MAX HORIZ. TL DEFL • I! 4 L/240. • . 771." I! 4 L/180 •· 1.028" .008" i! 3 .018" I! 3 This desjqr,~ared from com~inpu~Cal i fornia Truss JARROD WARNIN/)S: General Notes, unless otherwise noted: FILE NQ.": C6 DATE: 9/25/2000 DES. BY: ~_5 SEO.: 164589 Clt? 1. RHd aN Gentnl Notn and Warning• before oonttructlon of tNHN. 2. Bullder and wec,lon contractor 1houl)I be advised of al Gen ... Not" and Wamlng, b•foro oon,truotlon oomm.nON. 3. h3 oomprHslon wflb bracing must b• ln•t•NN whw• thown t. 4. AN latHal force r••l•tlng .. •rn-.its 1udl H tornpora,y and p.,manent bracing, must be dnlgned and provided by dHlgnw of oomplat• ttruoture. Computru, H1umH no rHpontlbMlty for ,uch bradng. 6. No load ahauld bo appllN to MIY compenant untM aft.r .. bracing and fal1ffltQ are complM•. and •t no tlm• 1hould any to•d• grNter than dulgn loads be 1ppNed to any co"'9on«1t. 8: Computn,1 has no control over and a11umN no retpon11bNtty for th• fabrication. handling. 1hlpmtnt and ll"lst ... tlon of oomponentl. 7. lhl, dnlgn I• fumt•hed subj.at to th• lmhatlons on tNH dHlgns Ht forth by the Tn111 Plat• lnsth:ut• 1n•1nc1ng Wood Tn11tN, H•-11•, • oopy of which wlN b• fvm11hed by Computna• upon ,..,nt. 1. Design to support loads as shown. Design 2. Design assumes the lo~ and bollom chords to be laterally braced at 2'·0 o.c. and at 12·-o· o.c. respectively. 3. 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation of truss 1s the responsibility of the respective contractor. 5. Design assumes trusses are to be used in a non-corrosive environment, and are for •dry condition• of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is provided. 8. Plates shall be located on both faces of truss, and placed so their center lines coincide with Joint center Imes. . 9. Digits indicate size of plate in inches .. 1 O. For basic design values of the Computrus Plate, indicated by the prefix "C", see I.C.B.0, R.R. 4211. 11. The Computrus Net Section Plate is indicated by the prefix "CN", the ,designator ( 18) indicates 18 ga, matenal os used. All others are 20 ga. conforms to UBC-97 AnVer: 1.07 (1L) -W MANllFACfl.lRING. ENGINEERING. COMPltfEA $V$JEM.;c -,.· 1 IIIIIJI 1111111 I llllll:111111111111111111111111111111111 1 LLIMBER SPECIFICATIONS 16-o-·o GIRDER• TRUSS SUPPORTING 24-3-0 ·i ANSI/TPI 2 MEMBER FORCES 4WRGD · LOAD DURATION INCREASE• 1.25 + T 1• -7070 B 1• 6706 W 1-.,-f72 SIZE · SPECIE GRADE PANEL (5) T 2• -6946 8 2~ 4932 W 2• 2644 .. TOP CHORDS: 2X 4 DF 112 1-' 4 BOTTOM CHORDS: 2x a DF 112 1-3 WEBS: 2X 4 DF STD/STUD 1-4· TC LATERAL SUPPORT <• 12"0C, BC LATERAL SUPPORT <= 12"0C, Ln ...... ~ I C> CN-3x10.2 Scale: 3/8" JOB NAME: 06 HELIX/SEAVIEW FILE NO.: 06 DATE: 9/25/2000 DES. BY: ~ _5 SEG.: 164596 vlt> UON. UON. 8-00-00 LOADING TC UNIF LL ( 32.0) +DL ( 28.0)• 60.Q PLF 0' BC UNIF LL ( 155.B) +DL ( 221.4) • 377. 1 PLF o· ( 2 I complete trusses required. WJoin· together with 16d Box nails staggered· at 12" oc throughout top chords, 7" oc throughout bottom chords, 12" ·oc throughout webs. I 8-00-00 .0" TIB 16' .0" TO 16' .o• VERT. .o• VERT T 3• -6946 B 3• 6706 W 3 •. 2644 T 4= -7070 W 4= -172 LEFT• 3499· RIGHT• 349B BEARING AREA REOUIRED (SQ. IN) ,JOINT JOINT 1 5.60 OF/ 6.63 HF/ 6.23 SPF 5 5.60 OF/ 6.63 HF/ 6.23 SPF MAX LL DEFL • -.079" MAX TL DEFL • -.1B5" MAX HORIZ. LL DEFL.• M~X HORIZ. TL DEFL • @ 6 L/240 = @ 6 L/1B0 .014"@ 5 .033"@ 5 . 771" 1..020· 12 4.00 ~ 12 ~4.00 Ln ....... ~ I 0 C-7x7.7 41'ty~ . C-Zx7.7 CN-3x10.2 tJ IJ '( /} 16-00-00 WARNINGS: 1. RHd •• Gtn.,al Notes and Wamlng1 before construction of tN1H1. 2. Bulldff and .,-.ctlon contract., sh~ b• adwltN ef •• Gen.,., Not•• and Wamlng1 b•for• construction commencn. 3. 1 x3 compr•nlon witb bracing mu•t be 1n,1ane-d wh•• shown + • 4. AN lat.,al fore• rHltttng f'l•mfflts 1ueh a, t•mporary and permanfflt bradng, must b• dHlgn•d and provided by dHlgnlif of oompl.t• 1tructur•. Computru1 •uumH no r•spon11bllfty for such bradng. 5. No load should b• applied to any co"'Ponfflt untll •ftft' an bracing and fast.n..-. are compl•t•, and 11 no time should any Joadt grHt• than d.slgn loads be appllt-d to any componfflt. 6. Computrus hH no control onr and a11umu no '"pon1lbntty for the fabrication. handMng, shlpml'Ot and Inst.nation of components. 7. Thi• dHIQn 11 fuml•hed 1ubJect to the Nmltallon1 on tru11 dnlgnt Ht forth by th• Tru11 Plat• lnsthut• ln·&radng Wood Tru11 ... HIB-81", a copy of whtdt wlll b• tumlsh~ by Compotn.11 upon r.-quHt. !Wedge required at heel (s) I This design prepared frol!l_j:~omputer:__inJ:Jut by California Truss JARROD General NotH, unless otherwise noted: 1. Design to support loads as shown. Design 2. Desi9n assumes the toJJ and bottom chords to be laterally braced at conforms to UBC-97 An Ver: 1. 07 ( 1L) -w 2'-0 o.c. and at 12'·0" o.c. respectively. 3. 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation of truss 1s the responsibihty of the respective contractor. 5. Design assumes trusses are to be used in a non-corrosive environment, and are for "dry condition" of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is provided. 8, Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. 9. Digits indicate size of plate in inches. 1 O. For basic design values of the Computrus Plate, indicated by the prefix 11. ~~:· ~~~~i~·;lN~i'~e~~~~ Plate is indicated b the prefix "CN", the designator ( 18) indicates 18 ga, material is user All others are 20 ga, CmnE;!uTrus Inc. 'w'At,lllr.-.cll,.rRl"IG. ENGl~EERING • COMPl,11'EA ~YC.fEM~ 1' 11111111111111 LUMBER SPECIFICATIONS SIZE ·SPECIE GRADE PANEL (SJ TOP CHORDS: 2x .4 DF 1#2 1.' 2 BOTTOM CHORDS: 2x 4 OF 112 1, 2 WEBS: 2x 4 DF STD/STUD 1 TC LATERAL SUPPORT<• 12"0C, UON. BC LA:rERAL SUPPORT<= 12"0C, UDN. 4-,08-00 ·1111111.111111111111111111111111u1111111 9-4-0 TERMINA~ HIP SETBACK 4-B-0 FROM ENO WALL LOAD DURATION INCREASE• 1.25 + TC UNIF LL ( BC UNIF LL ( 32.0) +DL ( .OJ +DL ( ·LOADING 2B.O)• 16. 7),. 60.0 PLF. O' 16.7 PLF O' .O" Tb .O" TO TC CONC LL(, 182 .5) +DL ( . 159 .}) • 342 .2 LBS ,@ 4' 4-08-00, 9' 4·.o• VERT 9" 4 .-0" VERT 8.0" ANSI/TPI .SINGLE MEMBER FORCES T 1• -102B B 1• 967 W 1• T 2= -1028 B 2= 967 LEFT= 529 RIGHT~ BEARING AREA REOUIRED (SO. JOINT JOINT ,1 .85 OF/ 1.31 HF/ 3 .85 .OF / -1..31 HF / MAX LL DEFL = -.017" MAX TL OEFL • -.037" .MAX HORIZ. LL OEFL MAX HORIZ. TL DEFL • @ 4 L/240 " @ 4 L/180 .006" !! 3 ·.012~ @ 3 4WRGD 78 529 IN). 1.24 SPF 1.24SPF !' .438"' .583" . 12 4,00 i:;:::::::"'" 12 ~4.00 LO -$t 0 Scale: 1/2" C-2.5x4.3 JOB NAME: A7 HEL,LlW,EA'lIEW FILE NO.: A7 DATE: 9/25/2000 DES. BY: /j?_:5' SEO.: 164566 A1 C-1.5x2.6 .I 9-04-00 WARNINGS: 1. RHd al Genllf'al Not .. and Wlffllngs befor. oonatNctlon of tNUH. 2. BuRdw and .,.ctlon oontraC1or ,ho~ be 1dvlHd of al GWienl No,., and Warnings b•fore constNctlon commeno.s. 3. 1x3 comprHtlon with bracing mutt b• ln•taNl9d wh•• shown +. 4. All lat«al fore. rnlstln9 .i•ment1 1uoh H temporary and permanent bracing, must b• design~ and provided by de1lgn« of complete structure. Computrus a11um•• no rnpon1lbHtty for such bracing. 5. No load should b• appll.d to any component untQ aft• aN br.dng and fas1~~• ar• compl•t•, •nd at no time should any Ind, Ql'Nt« than d•slgn loads be appHfll to any componMt, 8. Computrus hH no control OVllf' and a,sumH no rffpon,tbUlty for th• fabrication, handling, thlpment and lnttallallon of componHitt. 7. Thi• d••lc,n I• fuml1hNf •ubJe-ct to th• Nmftatlon, on trun dnlgn, •ft forth by th• Trun Plat• ln•thU1• n·Bradng Wood Trv11•1, Ht8·91 .. , • copy ol which wltt b~ fumlshNt by Computrus upon r.ciuHt. LO j 0 C-2.5x4.3 Tn1s design prepared from computer input by California Truss JARAD General Notes, unless otherwise noted: 1. Design 10 support loads as shown. Design 2. Desi9n assumes the lop and bottom chords to be laterally braced at 2'·0 o.c. and at 12'·0" o.c. respectively. 3. 2x4 Impact bridging or lateral bracing required where shown + -+-4. Installation of truss 1s the responsibility of the respective contractor. 5. Design assumes trusses are to be used in a non-corrosive environment, and are for ·dry condition· of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is provided. 8. Plates shall be located on both faces of truss, and placed so their center lines coincide with jomt center lines. . 9. Digits indicate size of plate in inches. 10. For basic design values of the Computrus Plate, indicated by the prefix "C", see I.C,8.0. R.R. 4211. 11 · J~;r~°a':'fri~~j {~~fc~~;~11i ~1::~:tt?!ff~eis~J. t~ ~*h~i~s -a~!';·J~~- conforms to UBC-97 An Ver: 1. 07 (1Ll -W CarneuTrus Inc. t,,,'.NVFAC1l•RING. Euc;,>,EEC:m~G, CCMPl•TER ~YSTE~c; ., 111111111111111 LUMBER SPECIFICATIONS SIZE ·SPECIE GRADE PANEL (SJ TOP CHORDS: 2X 4 OF 112 1.J 4 BOTTOM CHORDS: 2x 4 OF #2 1-4 WEBS: 2X 4 OF STD/STUD 1-7 TC LATERAL SUPPORT<• 12"0C, UON. BC LATERAL SUPPORT<= 12"0C, UON. I IIIIIHIIII IIIII IIIII IIIII IIIII IIIUIII TC UNIF LL ( 13-11-4 STUB HIP SETBACK B-0-0 FROM END WALL LOAD DURATION INCREASE• 1.25 +, LOADING 28.0J •, '60 .. ,0 PLF o· .O" TO B' 32 .OJ +Dl. (. TC UNIF LL ( · 80.0) +DL ( 70.0l·= 150.0 ·RLF a· .O" TO 12' .O" VERT 4 .O.". VERT TC UNIF LL ( 32.0) +DL ( 28.0J• 60.0 PLF 12' 4.0" TO 13' 11.3" VERT' BC UNIF LL ( .0) +DL ( 25.0)• 25.0 PLF o· .O" TO 13' 11.3" VERT TC CONC LL ( 298. 7J +DL ( 261.3J • 560.0 LBS!! 8' .. o· TC CONC LL ( 298. 7J +DL I 261. 3) • 560.0 LBS!! 12· 4.o· • i l ' ' ANSI/TPI SINGLE MEMBER FORCE? T 1• -2403 B 1• 2257 -~ 1• T 2= -2124 B 2= 2257 W 2= T 3• -652 B 3• 2029 W 3• T 4= -612 8 4e; 0 .W, 4=, LEFT= 1003 .w, 5• W 6'7_ W 7• RIGHT = 4WRGD 93 -236 205. -1508 ,-825 1635 -1679 1692 BEARING AREA REQUIRED (SQ. IN) NOTE: 1X3 BRACING AT 24" o.c. FOR $ ALL FLAT TOP CHORD AREAS NOT SHEATHED. JOINT ~OINT 1 1.61 OF / 2 .. 48 HF / 2.36 SPF 9 2.7t OF/ 4.18 HF / '3.98 SPF 8-00-00 4-04-00 1-07-04 MAX LL DEFL • -.053" !! 7 L/240 = MAX TL DEFL • -.114" !! 7 L/180 • MAX HORIZ. LL OEFL = :020• !! 9 MAX HORIZ. TL DEFL • .043" !! 9 .668" .890" ~ $,t I c:, scale: 3/8" 12 4.00 i:::::::=""" JOB NAME: AB HELIX/SEAVIEW C-7x7.7 C-1.5x2.6 C-2.5x4.3 13-11-04 WARNINGS: F,lLE NO.: AB DATE: 9/25/2000 DES. BY: /_;3 _5' SEO.: .164567 Ai 1. RNd aN a..,.,., Not•• and Warning• befor• oonstNCtlon of tru""· 2. BuMdff and ..-.ctkm contractor aho'uld be advl1tcl of •• Genwal Notu and Wamlng1 befor• construction commencu. 3. h3 comprH1lon web bf~dng mutt: be lnttded whwe shown +. 4. AN fat«al force r••l•thig M•mants such .. temporMy 11nd p•mM1ent br.c:lng, mu11t be d.slgned and pravld.d by d"lgnw of oompfe-to 1tNctW•. Computru• anumH no ,••ponstblMty fo, ,uch bracing, 5. No load should b• appllitd to any component un1M ah• d bradng and fH1«aft'S •r• compl•t•, and at no time 1houfd any load, g,nttr than dHlgn loads bt appHtd to any componMt. 8. Computru, hH no control ov« and 111umN no fHponslblllty for th• fabrication, handllng, •hlpmfflt and lnstaHatlon ol compontnts. 7. Thi• design I• fumlsh..t 1ubJtct to th• Nmttatlont on tNH d .. lgn, set forth by th• Truss Pfat• lnstltut• ln·Bradng Wood TNHH, Hte-91"'. • copy of which wlll be furnlsh•d by Computru, upon rpquest. ~- 12 ~4.00 C-4x6 C-:-5,5x6 a:, c:, I tn c:, I ru This desiCl..!:Lru'..eJlgJ'J!d frQ~Qll!I!filer.-input by Cali fornu,__ __ J)•uss '1ARBOD General Not••, unless otherwise noted: 1-. Design to support loads as shown. Des j gn 2. Desifln assumes the top and bottom chords to be laterally braced at 2'·0 o.c. and at 12'·0" o,c, respectively. 3. 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation of truss 1s the respons1bihty of the respective contractor. 5. Design assumes trusses are to be used in a noo-corroaive environment, and are for "dry cond1t1on· of use. 6. Design assumes full beanng at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is provided. 8. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. 9. Digits indicate size of plate in rnches. 10. For basic design values of the Computrus Plate, indicated by the prefix 11. ~~;, ~~~~~i~·c!\1~ie~~~~ Plate is indicated b the prefix "CN", the designator (18J indicates 18 ga': material is used. All others are 20 ga. conforms to UBC-97 AnVer: 1.07(1L)-W CamEuTrus Inc. MAUl,•n,r.:11,111N11. r111r,,~1rr,1111,,, ,.oMPl•tfll o:;yF;1£¥':, -; IIHIIIIIIIIIII LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL IS) TOP CHORDS: ' 2X 4 OF #2 1-4 BOTTOM· CHORDS: 2x 4 DF #2 1-3 WEBS: 2x 4 OF STD/STUD 1-6 TC LATERAL, SUPPORT<• 12"0C, UON. BC, LA·TERAL SUP.POR'T <= 12"0C, UON. ·1 10-00-do 12 1111111111111111111m1111111111· 11111111 TRUSS SPAN 14'-5.00" LOAD DURATION INCREASE• 1.25 SPACED 24.0" O.C. LOADING LL ( 16. 0) +DL ( 14-. 0) ON TOP CHORD •. DL ON, BOTTOM CHORD= TOTAL LOAD• 30.0 PSFI 5.0 PSF 35.0 PSF BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP ANO BQTTOM CHORD LIVE 'LOADS ACT NON-CONCURRENTLY. o-o~oo 4-01-00 11 7( I ': I ANSI/TPI SINGLE MEMBER FORCES T 1• -903 B 1• 850 . W 1• T 2= -524 B 2= 492 W 2= T 3• -402 B 3• 0 W 3• T 4= -410 W 4= W 5• 'W 6• LEFT -508 RIGHJ • BEARING AR'EA REOUIREO (SQ. JOINT JOINT f . B 1 OF / 1 • 25 HF / B .BO OF / 1.2"4 'HF / MAX LL DEFL • -.014" MAX TL DEFL = -.030" MAX HORIZ. LL DEFL • MAX HORIZ. TL DEFL • @ 6 L/240 • @ 6 L/1BO" .006" I! B .013" I! B 4WRGD -377 199 -,223 -16 '470 -484 .501 I~ 1:1q SPF f.18 SPF .692" ,922" 4 . 0 0 ~ 12 ~4.00 U') -$t-o Scale: 3/8" ~OB NAME: BB HELIX/SEAVIEW FILE NO.: BB DATE: 9/25/2000 DES. BY: /_? _;5 SEO.: 164580 ii C-5x6 ,c-4x6 c:, ..,.. I CT') c:, cli C-2.5x4.3 C-2.5x7.7 14-05-00 WARNINGS: 1. RNd al Ganeral NotH and W~~· before oonstructlon of tNHH. 2. Bulfder •nd •ectlon contractor fflo\lld be advl•ed of aN o-,...a NotH Md W•mlngt before constNCtlon commencet. 3. 1 x3 compression wl'b bradng mutt be lnttaled wh•• 1hown + • 4. AN 1.,.,.1 fore. r•1l1Ung 1'1.•m..-.tl such H t•mporM"f and p.,manMt bradng. mutt be dHlgned and provld.d by dHlgn..-of oamplC'lo ttructur•. Computn,1 .. ,umH no , .. pan,tbllttv for 1uch bradno. 6. No toad thould be appU.d to any compontnt \N\tll aft..-an bradng and fHten•• ar• compl•t•. and at no time should any load• gruter thin detlgn lo1d1 b• appffed to any compon«it. 6. Computru, h11 no control over and anumH no rHpon,Jblllty for th• fabrication, handling, •hl)'m.nt and lnstabtlon of componantt. 7, Thi• dHlgn ls fumlthed subJK't to th• Imitations on tNss dHlgns H1 forth by th• Trun Plat• knthut• ln·B,adng Wood Truu,,. HIB-91 •, • copy of which w111 be tumlsh.-d by Computrus upon r.quut. ThiS~J'!Siqn prepared from computer input by California Truss JABBQ.0. General Notes, unless otherwise noted: 1. Design to support loads as shown. Design conforms to UBC-97 AnVer: 1.07 (1Ll -W 2. ~~~S~-~~~~e!t tt~,~(f-~~i. ~:!~oe~ti~~f:~s to be laterally braced at 3. 2><4 Impact bridging or lateral bracing required where shown + + · 4. Installation of truss 1s the responsibility of the respective contractor. 5. Design assumes trusses are to be used in a non·corrosive environment, and are for ·dry cond1t1on• of use. 6. Design assumes full bearing at all supports shown. Shtm or wedge if necessary. 7. Design assumes adequate drainage is provided. B. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center hnes. 9. Digits indicate size of plate in inches. 10. For basic design values of the Computrus Plate, indicated by the prefix •c•, see I.C.B.O. R.R. 4211. 11 • J~ii9~~r;;,~.(~~i i~d~c~~i~'~i ~1::~:t~~t!fT!~s~f1~rr gf~~is :~!4;·ot,~~- N9.f,',lll~ACl'.1RING. ENGIN1:ER1NG. COMPlllEJl ~VSlEIYIC. ,;- 111111111111111 LUMBER SPECIF1CA TIONS' SIZE SPECIE GRADE. PANEL (S) TOP CH.OROS; 1-'3 2x 4 OF #2 BOTTOM CHORDS: 2x 4 OF #2 1, 2 WEBS: 2x 4 OF STD/STUD 1-4 TC LATERAL SUPPORT<• 12"0C, UON. BC LATERAL SUPPORT<= 12"0C, UON. 10-02-00 I llllll lllll lllll 11111111111111111111111 TRUSS SPAN 15'-3.75" LOAD DURATION INCREASE• 1.25 SPACED 24.0" O.C. LL( 16.0)+DL( 14.0) DL ON LOADING ON TOP CHORD• BOTTOM CHORD . TOTAL LOAD• 30.0 PSFI 5.0 PSF 35.0 PSF BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP ANO BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. 5-01-12 . I ANSI/TPI I SINGLE MEMBER FORCES T 1• -960 B 1• 904 W 1- T 2" -544 B 2= 0 W.2= T 3• -544 W 3- W 4= LEFT• 539 RIGHT= BEARING AREA REQUIRED (SG. JOINT JOINT 1 .B6 OF/ 1.33 HF/ 6 .B5 OF/ 1.32 HF/ MAX LL DEFL • -.016" MAX TL OEFL • -.034" MAX HORIZ. LL DEFL .• MAX HORIZ. TL DEFL • @ 5 L/240 @ 5 L/180 .007" @ 6 .01'-4" @ 6 4WRGD -417 50 5-47 -507 533 IN) 1.27 SPF 1.25 SPF .7~6- .982" 12 4.00 i:::::::=-- 12 ~4.00 u, -$,t ·C::, Scale: 3/81' ,lOB NAME: CB HELIX./SEAVIEW FILE NO.: CB DATE: 9/25/2000 DES. BY: ~_5 SEG.: 164590 Ct .r 15-0l-12 C-4x4.3 4 3• ;(:;;;z( C-2.5x7.7 • ]i I N Jhis ared from computer lnput by California TrusJ; JARROD WARNINGS: 1. Rud aN Oenwal Notn and Warning, before oonstNCtlon of tNHes. 2. BuNdN' and wttetlon oontraelor fflolilkl b• •dvhed of al G1neral Notn and Warnings before oon1tructlon com_-.,.,... 3. 1 x3 comprenton w8 bradng must be In staled wh•• thoWn + • 4. AN lat•al force rHlrtlng element, •lfffl H temporary and permanwit bradna, must b• designed and provldN by dftlgnw of complete ttructur•. Computn.11 .. ,umn no responalblllty for such bradng. 6. No lo•d should be appNecl to any component untN aft• all bradng and fHttnffl are compl.t:•, and at no time should 1ny load, grHtw than dNlgn load, be appNN to any component. 8, ComputN• hH no oontrol ovw and anum• no , .. pon1lblllty for th• fabtfcaUon. handlln9, ahlpm-.t and lnstalatJon of components. 7. Thia dnlgn t, fumlshM •ub)eet t• th• 1""1ati.na en tNn d•Jen• set for1h by the Trun Plate lnnttut• 1n•1rac1nt WHd TNHN, H•·•t•. • copy of which wM ... fuml,hed by C•ftlttUINI upon , ....... General Notes, unless otherwise noted: 1. Design to support loads as shown. Design 2. Desis11 assumes the top and botiom chords to be laterally braced at 2'·0 o.c. and at 12'·0'" o.c. respectively. 3, 2x4 Impact bridging or lateral bracing required where shown + + 4. lnsta11ation of truss 1s the responsibility of the respective contractor. 5, Design assumes trusses are to be used in a non-corrosive environment, and are for •dry condition'" of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is ~rovided. B. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. 9. Digits indicate size of plate in inches. 10. For basic design values of the Computrus Plate, indicated by the prefix •c•, see I.C.B.O, R.R. 4211. 11. The Computrus Net Section Plate is indicated by the prefix ·cw, the designator (1B1 indicates 18 g~. material is used. All others are 20 ga. conforms to UBC-97 AnVer: 1.07 (1L) -W MA.N\.'FACfllRtNG. £NGINEERl1\IG, COMPlllE.R S\'S1EftlS i' 111111111111111 LUMBER SPECIFICATIONS SIZE . SPECIE GRADE PANEL (S) TOP .CHORDS; 2X 4 OF #2' I-' 3 BOTTOM CHORDS: 2x 4, PF· #2' 1, 2 · WEBS: 2x 4 OF STD/STUD 1-4. TC LATERAL SUPPORT<• 12"0C, UON. BC LATERAL SUPPORT<= 12"0C, UON. 10-02-00 11111111111111111 IIIII IIIII IIIII IIII 1111 TRUSS SPAN 15'-9.50" LOAD DURATION INCREASE• 1.25 SPACED· 24.0" O.C. LL( 16.0) +OL( 14.0) DL ON qJAOING ON TOP CHORD• BOTTOM CHORD = TOTAL LOAD,• 30 .O 'PSff 5.0 PSF 35.0 PSF BOTTOM CHORD CHECKED· FOR 10PSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NDN~CONCURRENTLY. 5-:07-08 I ANSI/TPI SINGLE MEMBER FORCES 4HRGO T 1• .. -1011 B 1• 952 W 1• -415 T 2= -596 B 2= 0 W 2= 6B T 3• -596 W 3• 5B9 W <4• · -522 LEFT-. 556 RIGHT= · 550 BEARING AREA REQUIRED (SO. IN) JOINT JOINT 1 ;89 OF / 1 . 37 HF / 1 . 31 SPF 6 . BB OF / 1. 36 HF -/ .1. 29 · SPF MAX LL OEFL = -.018" MAX TL OEFL • ~.039" MAX HORIZ. LL OEFL MAX HORIZ. TL OEFL • @ 5 L/240 • @ 5 L/180 • .007" @. 6 .014" @ 6 .760" 1.014" 12 4',00c:::::"'"' 12 ~4.00 Ln ...... $t I C> Scale: 3/8" JOB NAME: DB HELIX/SEAVIEW FILE NO.; 08 Q8 DATE: 9/25/2000 DES. BY.: ,/,? :::f° SEG.: 164597 .r J; ·c-2.5x7.7 15-09-08 WARNINGS: 1. RHd aN Gentnl NotH and Warnings before oonttructlon of tNHH. 2. Bulldff and •ectlon cont,.ctor thouf.1,1 be advfn-d of aN Q.,eral Notu and Wamlng1 before construction commenoes. 3. 1 x3 comprnslon wab bradng must b• klstaW.d wh•• shown +. 4. AH l•t•al fore. rHlstlng .,ementl tudl •• t•mporary and perman1tf'lt bracing, must b• d••lgrtH and provldN by dHlgntr ol complltt• ttructure. Computn.11 assumn no , .. panslbllty-for such bracing. 5. No load should be appbd to any compon.nt untM aftff aN bracing and fast«iffl ar• compt•t•, and at no tlm• should any loads grfft« than dfflgn loads b• appHHI to any componfflt. 6. Computni1 has no control ov• and HIUfflH no r•1pon11bMtty for th• fabrfcatlon. handllng, 1hlpm.nt and lnstallatlon of compon.nt1. 7. This dHlgn I• fuml1hed subJitet to the Imitation• on tNH d•1lgn1 Ht forth by th• TNH Plat• ln•thut• 5n•Bradng Wood Tn,,.u, HtB0a'1•, • oopy of which wtH b• fumlsh•d by Computru1 upon r~uHt. This design prepared from computer input bY California Truss JARROD_ General Note1, unless otherwise noted: 1. Design to support loads as· shown. Design 2. Design assumes the top and bottom chords to be laterally braced at 2'·0 o.c. and at 121-0• -o.c. respectively. 3. 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation of truss 1s the responsibility of the respective contractor. 5. Design assumes trusses are to be used in a non-corrosive environment, and are for ·dry condition• of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is provided. 8. Plates shall be located on both faces of truss, and placed so their centec lines coincide with joint center lines. 9. Digits indicate size of plate in inches. 1 0. For basic design values of the Computrus Plate, indicated by the prefix ·c·, see I.C.8.0. R.R. 4211. 1 1 · J~~g~~~~(V~j i~~ic~fec~iliji ~':!~:.~~~~fj~euds~J. t~; ~~~~,~ -a~!';·ot~:. conforms to UBC-97 AnVer:-1. 07 ( 1Ll -w M&NVF'ACfl'RING. ENGINEERING. COMP1,,1TER $'rt:-fEM~ -; HIIIIIIIIIIIII LUMBER SPEC IF I CA TI ONS SIZE .SPECIE GRADE PANEL (SI TOP. CHORDS: 2x 4 OF #2 1 .. 3 BOJTOM CHORDS: 2x 4 OF '#2 1-3 WEBS: 2x 4 · OF STD/STUD 1-5 TC LATERAL SUPPORT<• 12"0C, UON. BC LATERAL.SUPPORT<= 12"0C, UON. TC UNIF LL ( TC UNIF LL ( TC UNIF LL ( BC UNIF LL ( lllllll lllll 111111111111111 1111111111111 18-10-8 STUB HIP SETBACK 8-0-0 FROM END WALL LOAD DURATION INCREASE• 1.25 + LOADING 32 .OJ +OL ( 28.0)• 60.P PLF o· .O" TO 8' ,o• VERT 80,0) +OL ( 70.0)= 150.0 PLF 8' .O" TO 12' 4.0" VERT 32.0l +OL ( 28.0) • 60,0 PLF 12' 4.0" TO 18' 10.5" VERT .0) +DL ( 25.0)• 25.0 PLF O' .0" TO 18' 10.5" VERT TC CONC LL ( TC CONC LL ( 298. 7) +DL ( 298. 7) +DL ·( 261.3) • 2151.3) • 560.0 LBS i! B' 560.0 LBS I! 12' .o· 4.0" ' I I ANSI'/TPI 2 T 1• -3716 T 2= -3308 T 3• '-3456 .LEFT • MEMBER FORCES 8 1• 3526 B 2= 3516 B 3• . 0 ~WAGO W 1• 162 W 2= -22B W 3• W 4= W 5• -84 3318 -1532 1508 RIGHT • 1606 BEARING AREA REQUIRED (SO. ,IN) JOINT JOINT 1 2.41 OF / 3.72 HF / 3.55 SPF. 7 2. 57 OF / 3. 97 HF / .. 3. 7B SPF NOTE: 1X3 BRAC-ING AT 24" 0. C. FOR $ ·ALL FLAT TOP CHORD. AREAS NOT SHEATHED. MAX LL DEFL • -,066" MAX TL'OEFL • -.141" MAX HOR~Z. LL DEFL • MAX HOR.IZ. TL DEFL • @ 5 L/240 • :915~ @ 5 L/180 • 1.219" .016"@ 7 8-00-00 12 4.00 c:::::='"" in ..... 8t I c:> Scale: 1/4" JOB NAME: EB HEUX/SEAVIEW FILE NO.: EB DATE: 9/25/2000 DE~. BY: /3_7 SEO.: 164601 t:-b C-1.5x2.6 ml ( 2 I complete trusses required. Join together with 16d Box nails 12" oc throughout top chords, 12" oc throughout bottom chords, 12" oc throughout webs. 4-04-00 6-06-08 staggered at C-4x6 12. ~4.00 C-3x9.4 18-10-08 . .035" @ 7 . ro j c:> Ihis des~~J:!ared from computer input by California Truss JAARO.!) WARNINGS: 1. RHd al o..,._. NotH and Warning• b•fore constNotlon of 1NJtff. 2. Build• and N"tctlon contractor 1ho~d be adYIHd of al Gtn«al NotH and Warnings b•fore con,tNctlon oommenou. 3. 1 x3 eomprffalon wN br•dng must b• tnttaNN wh..-e shown +. 4. AN latw.a fore. reslltlng -.remant, such H temporary and pe,m•nent bracing, must b• dulgn.cl and provldN by dnlgn• of complete S1ructure, Computrus Hlum•• no responslbllhy for such bracing. 5. No load should b• appHed to any cofflponffll untN aftN''al bracing and fHtWlffll ar• compl•t•. and at no time should any loads grnter than d"lgn load, b• appHed to any componMt. 8. Computru, h•• no control ov• and aHUmN no rffponstbUlty for th• fabrication, handHng. shipment and k\stallatlon of components, 7. Thi• dHlgn Is fumlthe-d tubJ&oet to th Hmhatlons on trun d••lgn• ,., forth by th• Trun Plat• kltlhut• k'l"Bradng Wood TnaHH. HIB•91 •, a copy of which wlll b• tuml•h•d by CompUlrus upon ritquHt, General Notes, unless otherwise noted: 1. Design to support loads as shown. Design 2. Design assumes the top and bottom chords to be laterally braced .at . 2'·0 o.c. and at 12'·0" o.c. respectively. 3. 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation of truss 1s the respons1b1hty of the respective contractor. 5. Design assumes trusses are to be used in a non-corrosive environment, and are for ·dry cond1t1on" of use. 6. Design assumes full bearing at all supports shown. Shtm or wedge if necessary. 7. Design assumes adequate drainage is provided. 8. Plates shall be located on both faceS of truss, and placed so their center hn'es coincide with Joint center lines. 9. Digits indicate size of plate in inches. 10. For,basic design values of the Computrus Plate, indicated by the prefix "C", see I.C.8.0. R.R. 4211. 11 • J~:iin°~;;r,,~~) i~df c~~;~'~'ir ~1!1';.~:t~t!f~!euds~J. ·~n ~~~rs ·a7:;·o·~~- conforms to UBC-97 AnVer: 1.07 (1L) -w CameuTrus Inc. MA.HllFA,CTllR1NG, Ell4GIHEERIN0, COMPl1TER S'Y~lfM5 ·~· 11111111111111 LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL (S) 1:0P CHORDS: 2x 4 DF · #2 1-' 4 BOTTOM CHORDS: 2x 4 DF #2 1-3 WEBS: 2x 4 : DF STD/STUD 1-6 TC LATERAL SUPPORT<~ 12"0C, UDN. BC LATERAL SUPPORT<= 12"0C, UON. 1 10-00-00 I IHlll lllll 111111111111111 1111111111111 'TRUSS SPAN 17'-9.75" LOAD DURATION INCREASE• 1.25 SPACED 24.0" D.C. LOADING LL( 16.0)+DL( 14.0) ON TOP CHORD• DL 0~ BOTTOM CHORD• TOTAL LOAD• 30.0 PSlr 5.0 PSF 35.0 PSF BOTTOM CHORD CHECKED FDR 10PSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. o-~oo TT 7-05-12' l SINGLE MEMBER ANSI/TPI FORCES 4WRGO T 1,;. -1251 8 1• 1178 w t• .-347 T· 2= -895 ·. B' 2= B49 w 2= 1B8 T 3• -B10 B 3• ·o W 3• -94 T 4= -850 w ·""' ·10 W 5• 819 W 6•· -587 LEFT• 625 RIGHT• 62,1 BEARING AREA REOUIREO (so·, IN) JOINT 1· 1. 00 OF ./ 1. 54 HF / 1. 47 SPF JOINT B · .99 OF/ 1.53 'HF/ 1.46 SPF MAX LL OEFL • -.032" MAX TL OEFL • -.069" MAX HORIZ. LL DEFL • '( MAX HORIZ. TL OEFL • @ 6 L/240 @ 6 L/180 .009· @ a .019" @ B .B61" 1.149' 12 4.00 c:::::===-C-4x6 12 -=:;:::::::J4.00 ~ ¢t I C) IX/SEAVIEW FILE NO.: FB DATE: 9/25/2000 DES. BY:./.3;>_f SEO.: 164605 f6 .1 C-2.5x4.3 C-2.5x7.7 17-09-12 WARNINGS: 1. Read al G111tnl Not•• and Wamlngt before constNctlon of tNHff. 2. BuMdW and erKtlon contractor 1ho\ltd be advf,N of all G.nlfll Notn and Wamlna• before construction oommwiOH. 3. 1x3 comprH1lon wM br1dng mun b• lnt111f.d whtH shown +. 4. AA lat.rel fore• resisting -'•mfflt. such •• temporary and p«man.nt bradng, must b• d•slgnitd and provldad by dHlgne, of complt1• 1tructur•. CompU1ru1 .. ,um .. no r•tpon1tbMtty tor such bradng. 5. No load should b• appHN to any component untN after al bracing and fHttr\BI ar• compl.t•, and •t no tlm• should any load, g,eat• than dHlgn loads be appU..S to any component. 8, CompU1ru1 ha• no control ovw and AHumes no r•1pon1lbHhy for th• fabrfc.tlon, handling, shipment and ln1taN1tlon of compon"'ts, 7. Thi, d•algn la fumllh.d 1ubJ.c:t to th• lmhatlon1 on tru11 dHlgn1 Ht forth by th• Truss Pl•t• lnsthut• 1n•aradng Wood TNHH, H18-91 ", a copy of which wffl b• fumlsh.cl by Computru• upon r~uHt. This defilQfl prepared from computer 1 nput by California .T~uss. JABRQ!J General Notes, unless otherwise noted: 1. Design to support loads-as, shown. Design 2. Oesi9n assumes the top and bottom chords to be laterally braced at 2'·0 o.c. and at 12'·0· o.c. respectively. 3, 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation of truss 1s the responsibihty of the respective contractor. 5. Design assumes trusses are to be used in a non-corrosive environment, and are for "dry condition· of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary, 7. Design assumes adequate drainage is provided. 8, Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center Imes. 9. Digits indicate size of plate in inches. 10. For basic design values of the Computrus Plate, indicated by the prefix "C", see I.C.B.O. R.R. 4211. 1 , . J~:ig~~~,v~r i~~fc~~ec:i1i ~1:~'it~!t~~?!f~~~s~X. t,t; ~~~::s ,-a~~;·o1~:. conforms to UBC-97 AnVer: 1.07 (1Ll -W. CameuTrus Inc .. "1ANl1F"ACTlfRtNG. ENGl"IEERtNQ, COMn•T£-R ~,5TEM.:; ,j, Hllll 111111111. LUMBER SPECIFICATIONS SIZE · ·SPECIE GRADE PANEL (SJ TOP· CtjOROS: · 2X 4 OF #2 1.J 5 BOTTOM CHOADSl 2x 4 OF . #2 1-5 . WEBS: 2x 4 OF STD/STUD 1-7 TC LATERAL SUPPORT<• 12"0C, UON. BC LATERAL SUPPORT<= 12"0C, UON. NOTE: 1X3 BRACING AT 24'' O.C. FOfl $ ALL FLAT TOP CHORD AREAS NOT SHEATHED. l.llllll lllll lllll·lllll lllll 111111111-1111 18-4-0 HIP SETBACK 8-0.-0 FROM ENO WALL _ LOAD DURA TI ON INCREASE • 1 . 25 + LOADING TC UNIF LL ( 32.0) +DL ( 28.0)'• 60.0 PLF o· .0" TO •8' TC UNIF LL ( 80.0) +DL ( 70.0)• 150.0 PLF .a· .0'" TO 10' TC UNIF LL ( 32 .. 0) +DL ( 28.0)• 60.0 PLF 10' 4.0'" TO 16' BC UNIF LL ( .0) +DL ( 25.0) • 25.0 PLF 0. .O" TO 16' TC CONC LL I TC CONC LL ( 296. 7) +OL ( 296. 7) +OL ( 261.3)-- 261.3) = 560.0 LBS @ 6' 560.0 LBS@ 10' .o· 4.o· ·,·.:· .o• VERT 4.0" VERT 4.o• VERT 4.0" VERT ~~-' l ANSI/TPI SINGLE MEMBER FORCES T 1• -3686 8 1• 3464 .wt• T 2= -3513 B ·2=. 3464 W 2=• T 3• -3369 6 3• 3369 W 3• T 4= -3513 B 4= 34,64 W 4= T 5• -3688 B 5• 3464 w !'j• W 6= W 7• LEFT = 1444 RIGHT= JOINT· JOINT BEARING ARE'A REGUIAEO (SG. 1 2.31 OF/ 3.57 HF/ 6 2.31 OF·; .3.57 HF/ MAX LL OEFL • -.122"@ 8 L/240 = MAX TL OEFL • -.264"@ B L/180 • MAX HORIZ. LL OEFL • .040"@ 6 ,MAX HORIZ. TL OEFL • .067"@ 6 1 _______ a-_oo_-_oo_-,-________ 2_-0_4_-o_o_,,f--------a-_o_o-_oo ___ ~----,(' LO ..... $,t I 0 scale: 3/B" 12 4.00 c:::::="" C-2.5x4.3 C-1.5x2.6 · JOB NAME: A9 HELIX/SEAVIE_W WARNINGS: C·Y•"'f, '( $ C-2.5x4.3 18-04-00 C-4x9.4 C-2.5x7.7 C-1.5x2.6 12 -.::::::::J4 .. 00 C-3x9.4 ln ..... j¢ I o· Tru~s des Lq/LJlf'~eoared from col!!l!\!J;er input by Cali forrnJL~Tr-uss General Notes, unless otherwise noted: 4WRGD ·93 -96 123 0 123 -96 93 1444 IN) 3.40 SPF . 3,.40 SPF .BBB' 1.183' ~AF!BDO_ M 1. flffd •• Gtn-.1 NotH and Waffling, befora constNctlon ol tn111n. 2. BulldN' and wltC'llon contractor •h~d be advl1~ of .. Genenl Not" and Wamlna• befor• construction commwion. 1. Design to.support loads as shown. · Design 2. Oesi9n assumes the top and bottom chords to be laterally braced at conforms to UBC-97 AnVer: 1.07 (1Ll -w FILE NO.: A9 DATE: 9/25/2000 DES. BY: ,/.;?J SEG.: 164568 3. 1 •'3 compruslon web brae.wig must b• lnrta..,d Wh•• shown + • 4. Alt lat.,al fore. retlstkig iif•rnW111 such as tempo,.ry and p•m•nwtt bradng, must b• dHlgnflf and provldN by dHlgnw of compl.te 1truc1Uf•. Computru, assumH no r.sponslblllty_ for such bracing, 5. No load should be appll•d to any compontnt untM aft., aM bradng and fastwnffl are comp1"1•. and at no tlm• should any loads g,utff than' dHlgn loads bit appH.d to any compon1nt. 0, Computrus hH no control ov« and a11umn no respon,lblftty for th• fabri~tlon, handllng, 1hlpmMt and ln1tall1tlon of componffltl, 7. This d•slgn Is fumlshl'd sub)Kt to th• Nm1tatlon1 on truH dulgns HI forth by th• Trun Plat• tnsthut• ln"Bradng Wood Trunn, Hte-91"', • copv of which wlU b• fuml•hffl by Comp_utrua upon ttqUHt, 2'·0 o.c. and at 12'·0" o.c. respectively. 3. 2x4 Impact bridging or lateral bracing required where shOwn + + 4. Installation of truss 1s the responsibilnJ of the resJ)ective contractor. 5. Design assumes trusses are to be use in a non-corrosive environment, and are for "dry condition" of use. ' 6, Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is provided. 8. Plates shall be located on both laces of truss, and placed so their center lines coincide with joint center lines. • 9. Digits 1nd1cate size of plate in inches. 10. For basic design values of the Computrus Plate, indicated by the prefix ·c·, see 1.c.0.O. R.R. 4211. 11. The Compuuus Net Secuon Plate is indicated bJ the prefix "CN", the designator ( 181 indicates 18 94.. material is use • All others are 20 ga. CamQulrus Inc. M,VWF,&Cfl..'Rl~G EWltNfERING, CQt-,'IPl•TER <:;'r'5TEM";- "f' 1m11111111111 LUMBER SPECIFICATIONS SIZE. SPECIE GRADE PANEL (SJ , TOP CHORDS: 2x 4 OF #2 1-' 4 BOTTOM CHORDS: 2x 4 DF #2 1, 2 .WEBS: 2x 4 DF STD/STUD ,1-3 TC LATERAL SUPPORT<• 12"0C, UON. BC·LATERA!-SUPPORT<= 12"0C, UON. 9-02-00 J 1111111111111111·1111111111111111111'1111 TRUSS SPAN 16'-4.00" LOAD DURATION INCREASE• 1.25 SPACED 24.0" 0,C. LL( 16.0)+DL( 14·.0), DL ON LOADING ON TOP CHORD• BOTTOM CHORD= TOTAL LOAD• 30.0 PS!f 5.0 PSF 35.0 PSF BOTTOM CHORD CHECKED .FOR 10PSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. 9-02-00 ; . l ANSI/T'PI SINGLE MEMBER FORCES T 1• ~1317 · B 1• 1239 W (• T 2= -961.· B .2= 1239 W 2= T 3• -961 .W 3• T 4= -1317 LEFT"' 642 RIGHT= 4WRGO -354 357 -354 642 JOINT JOINT BEARING AREA R.EOUIRED (SQ. JN) . 1 1.03 OF/ 1.5B HF/ 1.51 SPF 5 1.03 OF/ 1.56 HF/ 1.51 SPF MAX LL DEFL • -.043"@ 6 L/240.• MAX TL DEFL • ~.091"@ 6 L/1BO • MAX HORIZ. L!-DEFL • .015"@ 5 MAX HORIZ. TL OEFL • .031"@ 5 .888" 1.103• . 12 4.00 c::::::::=="'" 12 ~4.00. ~ .$,t C> Scaie: 3/6" JOB NAME: 89 HELIX/SEAVIEW. FILE NO.: B9 i9 DATE: 9/25/2000 DES. BY: ~ _;5" SEO.: 164581 C-2.5x2.6 ,f C-2 .5x7 . .7 18-04-00 WARNINGS: 1. Reid al Gtntral Notu 11nd Warning• before construction of'"'""· 2: Bulld• and •ectlon oontraator aHo),ld be advl•N of al GenQ Notu and W1mln11• b•for• con,tructktn oommenoet. 3. 1 it3 oompru1lon wab bradng mu1t be lnttaled wh•• ,hown + • 4. AM lat.,11 force rultdng tf•mMlt such•• temporary and pe,man.nt bradng, must be dHlgned and provided by dulgnw of comple-te 1true1we. Computrut auumH no rffponslbHlty for such bradng. 5. No load ,hould b• appded t!I any compon1nt untll aftw·aN bradng and fHtMH& •r• complfl•. and a1 no 11m• ,hould any loads gr•atet" than dHlgn load, b• appll•d 1o any componfflt. 6. Computru, hH no control ovH and Htumn no rnponslblllty for th• fabrication. handllng, shlpmMt and lnst•"-tlon of campon..,h. 7. lhl• d•1lgn It tuml•h•d tubJect to th• llmhatlon• on tru11 d•1lgns ••1 forth by th• Trun Plat• tnstltut• fn"'Bradng Wood TrunH, HIB-81", a copy of which wltl b• tuml1hMI by CompU1rut upon re-qu••t. In ...... ::1$ I C> Jhis design prepared from cdmputer input by California TcJJ.S~ .,JARROD General Notes, un1ess otherwise noted: 1. Design to support loads as shown. Desi qn 2. Desi9n assumes the top and bottom chords to be laterally braced at 2' .. Q o.c. and at 12' .. Q" o.c. respectively. 3. 2x4 Impact bridging or lateral bracing required where shown + + 4. lnstallat1on of truss 1s the responsibility of the respective contractor. 5. Design assumes trusses are to be used in a non--corrosive environment, and are for "dry condition" of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if , necessary. . 7. Design assumes adequate drainage is P.:rovided. 8. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. ' 9. Digits indicate si2e of plate in inches. •1 O. For basic design values of the Computrus Plate, indicated by the prefix "C", see I.C.B.O. R.R. 4211. 11 • J~~9~~r::,r(Y~i i~,d~c:~;;u10 ~-t~:t~~t!f i~t~~J. 1fi :u;~~ :7:;,ot.~:. conforms to UBC-97 AnVer: 1 .07 (tll -w MAt4llfACT\.IR11~':,. f,i,.1INfERtt,'J, COMP\_IIER ~'f,:;1E~5 l' IIIIIIIIHIIIII' LUMBER. SPECIFICATIONS SIZE ·SPECIE GRADE PANEL (S) TOP CHORDS: 2x 4 OF #2 1-1 6 . . . BOTTOM CHORDS: 2x 4 OF #2 1-6 WEBS: 2x 4 OF STD/STUD, 1-9 TC LATERAL SUPPORT<• 12"0C, UON. BC LATERAL SUPPORT <= 12'10C, UON. I IIIIII IIIIUllll lllll:111111111111111111 24-1-8 STUB HIP, SETBACK B-0-0 FROM ENO WALL 'LOAD DURA qON INCREASE • 1. 25 f LOADJNG TC UNIF LL ( 32.0) +DL ( 28 .0) • TC UNIF LL ( BO.O) +DL ( 70.0) • TC UNIF LL ( 32.0)+DL( 28.0)• BC UNIF LL ( .0) +DL ( 25.0) • TC CONC LL ( TC CONC LL ( 298-. 7) +OL ( 298. 7) +OL ( 60.0 PLF 0. .O" Jljl ,8' 150.0 PLF B' .0" TO 16' 60.0 PLF 16' 3.o"· TO 24' 25.0 PLF o· .0" TO 2/1' 261.3)• 261.3) = 560.0· LBS@ B' 560,0 LBS!! 16' .o· 3.0" .O' VERT 3.0' VERT 1. 5' VERT 1.5' VERT . ANSI/TPf 1 MEMBER FORCES 4WRGO T 1• -5166 B 1• 4852 W .1• 92 W 6• -834 T 2= -5112 B 2= 4852 W 2= 66 W 7= 420 T 3• -4886 8-3• 5590 W 3•· 432 W 6• 146 T 4=" ~4846. B 4= 5590 W 4= -790 W 9= 92 T 5• -5068 B 5• 4736 W 5• ·1'18 T 6• -5064 B '6= 4736. LEFT• 1952 RIGH~ • 1962 BEAR~NG AREA REQUIRED (SQ. IN) JOINT 1 3.12 OF./ 4.82 HF/ 4.59 SPF JOINT 7 3.1'1 DF / 4.84 HF/ '1.62 SPF NCJTE:-~ 1X3 BRACING AT 24" 0. C. FOR ALL FLAT TOP CHORD AREAS NOT SHEATHED.$ 8-00-00 12 4.00·~ U") & I C> Scale: 1/'!" JOB NAME: A10 HELIX/SEAVIEW FILE NO.: A10 A,\) DATE: 9/25/2000 DES, BY: .,,,,,;3'_5 SEO.: 164552 C-4x7.7 C-5x7. 7 (S) WARNINGS: ; ( 2 I complete trusses required. WJoin toget~er with 16d Box nails staggered at 12' oc throughout top chords, 12' oc throughout bottom chords, 12' oc throughout webs. 8-03-00 7-10-08 C-2.5x7.7 C-1.5x2.6 24-01-08 c:..4x7.7 C-2.5x7.7 12 ~4.00 r--c:, ~ I c:, MAX LL DEFL • -.136~ @10 L/240 • 1.177" ,MAX TL DEFL =. -. 296" !!10 L/180 = I. 569" MAX HORIZ. LL OEFL • .0'10"@ 7 MAX HORIZ. TL DEFL "' . 086" !! 7 Ib1'L!!~~.lruL.Ji.reoared from computer ~by California Truss General Notes, unless otherwise noted: JARR.l.J.ll. 1. Rud all Gltl'\1t1I Notff ind Warnings before oonstNc1fon of tNHH. 2, BuMdH •nd 1Hctlon contr•etor tho~d be adYlted of al GwHrAI NotH ind Wamlng• b1tore con1tn.1atlon comfnenoes, 1. Design to support loads as shown. , Design 2, Desi9n assumes the top and bottom chords to be laterally braced at conforms to UBC-97 An Ver: 1 . 07 ( 1LI -W 3. 1 x3 comprtulon wtb bradng m,11t be ln11altd wh•• shown + • 4. AN lat«•I fore• rfflttlng .a•m«1ts •udl •• temporary and pwmanllf"lt bradng, must b• designed and provldlil by dnlgnw of complet• 11Nctwe. Computn.i• aHumas no rffponslbNlty for •udl bradng. 5, No load should be appHINI to any componwit untll atl-, all bradng and fa•t.-nw, •r• compl_.e, and at no time 1hould any loads a,Ntw than d••lgn load, b• appNtd to any compontnt. 8. Computru, hH no con1rol ow• and auumff no rnponsJbNtt:y for th• fabrication, handKng. shipment and lnstallaUon of compon.,.11. 7. Thi, dnlgn 11 furnished subj«:t to tho lmk1tlon1 on INH d"ltrl• Ht forth 1,y tho Tn.111 f'lato lnsthut• 1n•1racwt9 WoodTn111n. H8-a1•, a copy of which wlll be f\Nnl1hff by Computn.11 up,n requm. 2'·0 o.c. and at 12'·0" o.c. respectively. 3. 2x4 Impact bridgm9 or lateral bracing required where shown + + 4. Installation of truss 1s the responsibihty of the respective contractor. 5. Design assumes trusses are to be used in a non-corrosive environment, and are for ·dry condition" of use. 6. Design assumes full bearing at all supports shown. Sh,m or wedge if necessary. 7. Design assumes adequate drainage is provided. B. Plates shall be located on both faces of truos, and placed so their center lines coincide with joint center lines. 9. Digits indicate size of plate in inches. 10. For basic design values of_ the Computrus Plate, indic~ted by the prefix ·c·, see I.C.8.0. R.R. 4211. · , , . J~:g<;.~rr~v~r i~~,c~i~·~a ~1:~~!t~~~ff~tds~d. 'kff gi~:. :<;:;·ot~. MA•WJ.4C IL•R•N'i, ENCilf,E[fll'4Ci, COMPlllfR c.,o;IEM:O: ..,.. 11111111:1111111 LUMBER SPECIFICATIONS SIZE 'SPECIE GRADE PANEL (5) TOP CHORDS: 2x 4 OF 112 1-1 5 BOTTOM· CHORDS: 2x 4 DF 112 1-:,! WEBS: 2x 4 DF ST-0/STUD 1-5 TC LATERAL SUPPORT<• f2"0C, lJON . . BC LA·TERAL SUPPORT <= 12"0C, UON . I llllll'lllll lllll lllll lllll lllll llll'IIII TRUSS SPAN 24'-3,00" LOAD DURATION INCREASE• 1.25 SPACED 24.0" O.C. LL( 16.0)+DL( 14.0) DL ON LOADING ON ·TOP CHORD • BOTTOM CHORD TOTAL LOAD 30.0 PSF 5.0 PSF 35.0 PSF BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP AND BOTTOM. CHORD LI.VE LOADS ACT NON-CONCURRENTLY. I ANSI/TPI SINGLE MEMBER. FORCES 4WRGP T 1• -1912 B 1• 1600 :w 1• -289 T 2= -1599 8 2= 1524 W 2= 185 T 3• -1524 B 3• 160.0 W 3• 0 T 4= -1599 W 4;. 185 T 5• -1912 W 5• -2B9 LEFT• 849 RIGHT• 849 .JOINT JOINT BEARING AREA REOUIREO (SO. IN) 1 ,1.36 OF / 2:10 HF/. 2 .. 00 SPF 6 1.36 OF/ 2.10 HF/ 2.00 SPF . NOTE: 1X3 BRACING AT 24" O.C. FOR 4? ALL FLAT TOP CHORD AREAS NOT SHEATHED. ·"I' MAX LL DEFL • -,081" MAX TL DEFL • -.175" MAX HORIZ. LL OEFL • MAX HORIZ. TL OEFL • @ 7 L/240 • @ 7 L/180 • ,028" @.6 .059"@ 6 1.183" 1.578" 10,-00-00 4-03-00 t.n ..... ~ I C) Scale: 1/4" 12 4 . 00 ~ 40B NAME: 610 C10 HELIX/SEAVIEW FILE NO.: B10 DATE: 9/25/2000 DES. BY: ./:? _5" SEO.: 164570 ~~ C\'\:> C-5x6 f cc.4x6 C-2.5x7.7 C-5x6 (S) 24-03-00 WARNINGS: 1. RHd al General Notff and wam1n,, before conttNc1fon of 1Nlln. 2. BuHdtr and erection contr•C1or 1houkl be advised of aM Genwal Not•• and Wamlngs befor• constnuiUon OOfflffifflCH, 3, 1113 comprH1lon w.b bracing must b• ln•t•M.d wh•• thown ,.. • 4, AN latftal fore• re1l1tlng .rement, 1uoh •• temporary and p•m•nwit bradng. must b• dHlgnH and Provide-cl by de1lgnw of oompl.t• 1tructw•. Computrus HIUmH no r"pon111bNtty for such b,.dng. 6. No load should b• 1ppHtd to any componfflt untN 1tt« al bracing and fHtfflHS are complete. and at no tlm• should any load• grut..-than detlgn load11 b• 1ppUitd to any compontnt. e. Computn,1 h111 no control ov..-and auumu no rHponslbllhy tor th• fabrication, hand11ng. shlpmtnt and lnstallatlon of componfflttl, 7. Thll d"lgn II furnish.cl subfec1: to the llmttatlons on tn," designs Ht forth by th• Trun Plate lnsthute 1n·aradng Wood lrunes, HIB-e1 •, • copy of which wlll b• fumlshPd by Computrus upon rf'quHI, 10-00-00 12 ~4.00 t.n ..... :}8 I C) .,.,, Jtiis desJruL.Ilr..!l.lHlJ'J~.d from computer input by Cali fornt<Llr.us.J;, JAR80J:J. General Not••, unless otherwise noted': 1. Design to support loads as shown. Design 2. Desi9n assumes the top and bottom chords to bo laterally braced at 2'-0 o.c, and at 12'·0" o.c. respectively. 3. 2x4 Impact bridging or lateral bracing required where shown + -+ 4. Installation of truss 1s the responsrbihty of the respective contractor. S. Design assumes tru99es are to be used in a non-corrosive environment. and are for "dry condition" of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is provided. 8, Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center Imes. 9. Digits indicate size of plate in inches. 10. For basic design values of the Computrus Plate, indicated by the prefix "C", see I.C.B.O. R.R. 4211. 11. The Computrus Net Section Plate 1s indicated by the prefix ·err. the designator t 181 indicates 18 ga; material is used. AU others are ~0 ga. conforms to UBC-97 AnVer: 1.07 (2L) -W MANl•FA.CTl'R""O. ENG.INEfR!N',. COMPl'ffFI C:.\-f"lEM~ ~ 111111111-111111 LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL (S) TOP CHORDS: 2x 4 · OF 112 1~' 4 BOTTOM CHORDS: 2x 4 , OF 112 1-3 WEBS: 2x 4 OF STD/STUD 1-4 TC LATERAL SUPPORT <• 12"0C, UON,, BC LATERAL SUPPORT<= 12"0C, UON. I IIIIIIIIIIHllll 111111111111111-IIII IIII TAUS~ SPAN 24' -3 .. 00" LOAD· DURATION INCREASE• 1.25 SPACED 24·.o• O.C. LL( 16.0)+DL( 14.0) DL ON LOADING ON TOP Cl:lORO • BOTTOM CHORD• TOTAL LOAD• 30 .0 PSP· 5.0 PSF 35.0 ·PSF BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP ANO BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. i l ANSI/TPI SINGLE MEMBER-FORCES 4WRGO T 1• -1838 B 1• 1733 W 1--337 T 2= -1594 ·B 2= 1203 w 2= 456 r· 3. -1594 Ei 3• 1733 W 3• 456 T 4= -1'83B' W 4= -::i37 LEFT • 84$ RIGHT• 849 BEARING AREA REQUIRED (SCl. IN) JOINT JOINT 1 1.36 OF/ 2.10 HF/ 2.00 SPF 5 1.36 OF/ 2.10 HF/ 2.00 SPF MAX LL OEFL • -.077"@ 7 L/240 • 1.183" MAX TL OEFL • -.167"@ 7 L/180 • 1,578" MAX HDRIZ, .LL OEFL • .025" ·@ 5 MAX HORIZ. TL OEFL • .053"@ 5 12-01-08 12-0.1-08 ln ..., 8'= I c:, . 12 4.00 i:::;:::::--- C-5x6 (S) y. 24-03-00 Scale: 1/4" ,10B NAME: 010_!:LELlX/SEAVIEW FILE NO.: 010 DATE: 9/25/2000 OES. BY: d.5 SECl.: 164592 \:;i\6 WARNINGS: 1. flud all Gffl••I Not" and W~"' before construction of tN1Ht. 2. 8uHdH and .,ff'tlon contractor shoufd b• advfHd of .al OenQ Not .. and W•mk\gt b•foro oon,tNotlon oommenOff. 3. 1x3 oomp,.Hlon wl'b bradng mu1t bo lntta•M wh•• 1hown +. 4. Al lat....a force, r•st,Ong efom.nts such H tompora,y and pwmanf'nt br•dna. must be d11lgn~ and provldtd by dnlgn., of compl.,_• llNcturo. Computru, HIUmH no rHpon,lbltty for 1uch bradng, 5. No load should b• apphd to any componfflt untN ah« •" bradng and faatMwa ar• compl•t•, and at no tlm• should any load• g,Ht« than design load• b• appN.d to any component. 6, ComputNs hH no control ov« and aHumu no , .. ponslblthy for the fabrication, h•ndffng, •hlpm.rt and lnstallatlon of components. 7. Thi• d••lon I• fuml1hMI •ubJfft to th• Nmltatlon1 on tNH dHlgn1 Ht forth by th• TN11 P1ate Inst hut• Jn*Bradng Wood Truu••, HIB-91 •. • copy of which wlll be fuml1h.-d by «;omputru• upon r~uut. 12 -~4.00 ln ..., ~ I c:, Th is des iqn prepared from computer input by Calif orn iJI ..I.r:!!~S JARROD Genaral Note,, unless otherwise noted: 1. Design to support loads as shown. · Design 2. Oesi9n assumes the 101> and bottom _chords to be laterally braced al , 2'·0 o,c. and •t 12'·0" o.c. respectively. -3, 2x4 Impact bridging or lateral bracing required where shown + + 4. lnstallatioh of truss 1s the responsibility of the respective contractor. S. Design assumes trusses are to be used in a non-corrosive environment, and are for *dry cond1t10n* of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is provided. B. Plates shall be located on both faces of truss, and placed ao their center· Imes coincide with jo1ot center hnes. 9. Digits indicate size of plate in inches. 10. For basic design values of the Computrus Plate, indicated by the prefix· •c•, see I.C,B.O. R.R. 4211. 11 · J~~g~~-:i:,~v~; i~d~c~:;:i~i ~·:~':i~!t~?!f ~~euds~d. t~ij g~h-~i~s :<;~;·ot~~- conforms to UBC-97 An Ver: 1. 07 ( 1Ll -w Came_uTrus lnc. MAtR•r1tCTL•RING. n,r,1,JfERINQ coMrt•rrfl <:',~)FMC:. ... ' 1-111111 lll 1111 LUMBER. SPECIFICATIO.NS SIZE ·SPECIE GRAOE PANEL (S) TOP CHOROS: 2x 4 OF #2 1-1 4 BOTTOM CHOROS: 2x 4 OF 1#2 1-3 WEBS: 2x 4 OF ' STD/STUD. 1-4 TC LATERAL SUPPORT <• 12",0C, UON. BC.LATERAL SUPPORT<= 12"0C, UON. 11111111111111111 lllll lllll lllll:IIII IIII TRUSS SPAN 24 ' -1. 50" LOAD DURATION INCREASE• 1.25 + SPACED 24.0" O.C. LL ( 16 .0) +OL ( 14 .0) DL ON LOADING ON TOP CHORD BOTTOM CHORD= TOTAL LOAD 30.0 PSlf 5.0 PSF 35.0 PSF BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP ANO BOTTOM CHORD LIVE LOADS .ACT NON-CONCURRENTLY. ANSI/TPI j, SINGLE MEMBER FORCES 4WRGD T 1• -1B05 B 1• 1698 W 1• "-321 T 2= -1569 8 2= 1190 W 2= 439· T 3• -1581 8, 3• 1720 W 3• 456 T 4= -1825 W 4= -337 LEFT• 844 RIGHT= 8~4 BEARING AREA ,REQUIRED (Sq. IN) JOINT JOINT ·t 1.35 OF / 2:09 HF / 1.99 SPF 5 1. 35 OF / 2 • 08 •HF / 1.99 SPF MAX LL OEFL.• -.075" MAX TL DEFL-• -.164" MAX HORIZ. LL DEFL • MAX HORIZ. TL OEFL ·• I! 7 L/240 @ 7 L/180 • .024" I! 5 .052" I! 5 COND. 2: 2900. 00 LBS ·DRAG LOAD •. 1.177" 1 .569" 12-00-00 12-01-08 r---C> ~ I C> Scale: 1/4" 12 4.00 c;::::='"" JOB NAME: E10 HELIX/SEAVIEW· FILE NO.: 1;10 DA TE: 9/25/2000 OES •. BY: _,6_:i" SEO.: 164598 ~\0 C-5x6 (S) . 24-01-08 WARNINGS: 1. Read .. Gtntral NotH and Wamk'at• befor• oonttNctlen of trustn. · 2. BuMdw and w-ctlon contnictor IMU!_d be advl,ed of d Gen.wal Nat•• and Warning• b•fore con•tNctlon oomfflance-t. 3. 1 x3 comprH1lon w.b br.clng mutt be ln•tantd wh«• shown + • 4. Al lattrM fore• rftlstlng alement1 such •• temporary and pN'manant bracing, must be dit1lgneil ·and provided by de1lgnw of oompl.t• structure. Computn,1 assume• no rHpontlbltty for •uch bradng. 5. No load •hould be applled to any oomponant untl aft• •• bradng and fHt.n.n are complete. and at no time 1hould any load• gt'Nte, than dHlgn loads b• appNed to any compontnt. 8. Cornputn11 hH no control ovw and auumn no rHponslblltty for the fabrication, handllng, shlpm.nt and lnstaNatlon of components. 7. This design I• fumlshed aubJact to the lmftatlon• an truu d"lgn, Ht forth by tho TNH Pt•t• ln•tttuto ln"'Bradn1 Wood TNHN, ff ••• ,.• • oopy •• which w• b• fuml,he4 by c·oll'lputn.11 upon fe,quffl. ·12 ~4.00 tn -~ I C> ltiis d~EtJ;iruLJ)reoared from computer input by Cali forn1a Truss JARRO General Notes, unless otherwise noted: 1. Design to support loads as shown. Design 2. Desi9n assumes the top and bottom chords to be laterally braced at 2• .. o o.c. and at 12'·0· o.c. respectively. 3. 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation of truss IS the responsib1hty of the respective contractor. 5. Design assumes trusses are to be used in a non-corrosive environment, and are for "'dry condition" of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is provided, 8. Plates shall be located on both faces of truss, and placed so their center hnes coincide with joint center lines. 9. Digits indicate size of plate m inches. 10. For basic design values of the Computrus Plate, indicated by the prefix •c•, see I.C.8.0. R.R. 4211. 11. The Computrus Net Section Plate is indicated by the prefix "CN", the . designator-~ 1 Bl indicates 1 B g~. m•terial is used. All others are 20 ga. conforms to UBC-97 AnVer: I .07 (Ill -W M~NllfACT\tRING. ENGINEERING • COMPltlER $Y<;l(M<;: ~ Mllll 11111'1111 LUMBER· SPECIFICATIONS SIZE .SPECIE GRADE PANEL (SJ TOP CHORDS: 2x 4 DF #2 1"' 4 BOTTOM CHORDS: 2x 4 DF. #2 1-3 WEBS: 2x 4 DF STD/STUD 1-4 TC LATERAL SUPPORT<• 12"0C, UDN . . BC LATERAL SUPPORT<= 12"0C, UON. 11111111111111111 IIIIUIIII 11111 IIIUIII TRUSS SPAN 24' -1. 50" LOAD DURATION INCREASE• 1.25 SPACED 24.0" O.c: LL( 16.0)·+DL( 14.0) DL ON LOADI.NG ON TOP CHORD• BOTTOM CHORD,. TOTAL LOAD 30.0 PSF 5.0 PSF 35.0 PSF BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. i I ·ANSI/TPI SINGLE MEMBER FORCES 4WRGO T 1• -18'05 8 1• 1698 · W 1• -321 T 2: -1569 8 2= 1190 W· 2= 439 T 3• -1581 B 3• 1.720 W 3• 456 T 4: -1825 W 4,; -337 LEFT• 844 RIGHT = 844 BEARING AREA REGUIAED (SO. IN) JOINT 1 1.35. OF / JOINT 5 1.35 OF / MAX LL OEFL • -.075" MAX TL DEf'.L • -.164" MAX HOAIZ. LL OEFL • MAX HORIZ. TL DEFL • 2.09 HF/ 2.08 HF/ I! 7 L/240 • I! 7 L/180 • .024"@ 5 .052" I! 5 1.99· SPF ,1.~9 SPF 1. 177" .1.569" 12-00-00 12-01-08 ,-... C) ~ I C) Scale: · 1/4" 12 4.00 i::::;:::::- ~Oa.J,IAME:' F10 HELIX/SEAVIEW. FILE NO.: F10 y\o DATE; 9/25/2000 OES. BY: /':7 _7. SEO.: 164602 C-5x6 (S) 24-01-08 WARNIIGS: 1. RNd •• Gtnt11l Not" and Warnings before OOftstNC1lon of tru11H, 2. BuMdw and «ffllon contractor thOlfld be adYl1ed of IN G«t.,.I Notff and Warning• bafor• oan,tructlon oamm.non. 3. 1x3 compr•11lon web brfdng mutt b• lnstaled whwo shown +. 4. Al latfifal fore. r•tlttlng .,•manb tuch H temporary and pennanent bradng, must b• dHlgn~ and provided by dulgn• of oomplato 1tn,ctwo. Computn,1 auumRI no rHponslblUty for such bradng, 5. No load should b• applied to any component untl aft...-all bracing and fHtMeH ar• compl•t•, and at no tlm• thoukl any loads greater than d"lgn loads be applltd to any compontnt. 6. Computrus has no control ov-, and assumn no rHponslblMty for th• fabrfc..tlon. handling. thlpmWlt WJd lnttallatlon of compon-V:•• 7. This dHlgn Is furnished 1ubJK1 to the lmh1tlon1 on truu dHlgns Ht for1h by lh• TNH Pl•t• lnsthut• 1n·Br-.dng Wood Tn,tta, HNl-91 .. , a copy of which wlff b• fumlshH by Computrus upon ,-quest. 12 ~4.00 in -~ I C) -This _..!'.!_e_sj_g_n_J!!".eJ!ared from General Notes, unless otherwise noted: 1. Design to support loads as shown. Design 2. Design assumes the top and bottom chords to be laterally braced at 2'-0 o.c. and at 12'·0· o.c. reSpect1vely. 3. 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation of truss 1s the responsib1htY.of the respective contractor. 5. Design assumes trusses are to be used in a non·corrosive environment, and are for ·dry condition· of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is provided. 8. Plates shall be located on both faces of truss, and placed so their center lines coincide with Joint center lines. 9. Digits indicate size of plate m inches. 1 O. For basic design values of the Computrus Plate, indicated by the prefix "C", see l,C.8.0. A.A. 4211. 11 • ~~;i9~~~,~~; i~~fc~;;~i~i ~1:~~:t~~!r1:eis~J. '~U ~~~~, :~:;·ot~~- by California Truss JARROD conforms to UBC-97 AnVer: 1.07(1L)-W CamEuTrus Inc. MAtH.'FACfl'AIHG. ENQINEERING. COMf'l11ER SY'-fE.,.S 'Ii' HIIII II I 11·1111 ' LUMBER SPEC tF I CA TI ONS SIZE .SPECIE· GRADE PANEL (SJ TOP CHORDS: 2x 4 DF #2 1-1 4 · BOTTOM CHORDS: 2x 4 DF . #2 1-3 WEBS: 2x 4 DF STD/STUD 1-6 TC LATERAL SUPPORT<• 12"0C, UPN. BC LATERAL SUPPORT<= 12"0C, UON. B-07-08 111111111111111111111111111-11111 llll·IIII TRUSS SPAN 20'-9-.00" LOAD DURATION INCREASE• 1.25 SPACED 24.0" O.C. LL I 16.0) +DL I 14.0) DL ON LOADING· ON TOP CHOR[) •· BOTTOM CHORD"' TOTAL LOAD• 30.0 PSf 5.0 PSF 35.0 PSF BOTTOM CHORD ~HECKED FOR 10PSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. 12-01-08 . I ANSI/TPI.1 T 1• SINGLE MEMBER FORCES 0 El 1 • 848 W 1'• T 2= T 3• T 4= ·-920 B 2= 1422 W 2= -920 B 3• 1422 w.~- -1508· W 4= W 5• W 6• LEFT• 723 RIGHT• JOINT JOINT BEARING AREA REQUIRED (SG. 6 1.1p DF / 1.79 HF/ 5 1.17 OF/ 1.80 HF/ 4WRGD. -129 -1019 · 30 283 -589 61· 7?9 IN) 1. 70 SPF 1. 72 SPF MAX LL DEFL • -.048" MAX TL OEFL • -.105" MAX HOAIZ. LL OEFL • MAX HOAIZ. TL DEFL • @ B L/240 -1.ooa· I! 8 L/180 • 1.344" .. 017" I! 5 .036" I! 5 12 4.00 c:::=-12 -.;:;::::::J4.00 [ scale: ·1/4" JOB NAME: G10 HELIX/SEAVIEW FILE NO.: G10 DATE: 9/25/2000 DES. BY: /":3f _5 SEO.: 164606 .6\0 ln ,..... ~ i!~} it,tl C-1.5x2.6 I 0 C-5x7.7 (S) 20-09-00 WARNINGS: 1. Rffd al Genetll Notff and Wemlngt before conttn,a11on of'"'""· 2. BulldH and ..-.ctlon contractor tt.r,,fd b• •dvlsed of al Gan•al Not" and Wamtngs before connrucUon oomJMf'IOff. 3. 1•3 comp, .. 1ton wM bradng mutt b• lnstatlitd wher• shown +. 4. AN latHal fore• tHl1tJng.,.t•men11 such H temporary and p«manent bradng, mutt b• da1lgnN and provided by d"lgn• of oomple'la ttNctura, CompU1Nt H1UmH no rHpon•lblltty for such bradng. 5. No load should b• appHltd to any oompon..-it untN after aN bracing and fHt«111n ar• compl.t•. ind at no tfm• should •ny loads g,Hter than dHlgn loads b• appHN to any compontnt. 8. Computru, hH no control ovw .rid anum" no rupontlblltty for th• fabrication, handling, 1hlpment and Jn,taltatlon of compon..-it,. 7. Thi• d .. lgn I• furnish.cl •ubJa-et to the Nmttatlons on trun dHfgns 1t1 forth by th• Tn.111 Pl•t• insthut• 1n·aradng Wood Tniu ... HB-91•. • copy of which will b• fumlshN by ComputN1 upon requ•st. Jlus design prepared from computer input bY Cal'i fornia Truss JARROD General Note11 unless otherwise noted: 1. Design to support loads as shown. Design 2. Design assumes the top and bottom chords to be laterally braced at 2' .. o o.c. and·at 12• .. o· o.c. respectively. 3. 2x4 Impact bridging or lateral bracing required where shown + + -4. Installation of truss ,s the responsibility of the respective contractor. 5. Design assumes trusses are to be used in a non-corrosive environment, and are for '"drv condition· of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. · 7. Design assumes adequate drainage is provided. 8. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center Imes. 9. Digits indicate size of plate in inches. 10. For basic design values of the Coinputrus Plate, indicated by the prefix 11. T~;·l~~~ir~·;>N~iie:~~~Plate is indicated b the prefix "CN", the designator ( 18) indicates 18 g~. material is used. All others are 20 ga. conforms to UBC-97 AnVer: 1.07 (1Ll -W CameuTrus Inc. MANllfACTI.IRlNG, ENOINEfRlNG COMf't,tfER i;yi;JEM~ -~, lillll II I IIIIII LUMBER SPECIFICATIONS SIZE SPECIE GRADE . PANEL !SI TOP CHORDS: 2X·4 .Of #2 1-' 4 BOT.TOM CHORDS: 2x 4 OF #2 1-3 WEBS: 2x 4 OF STD/STUD 1-6 TC LATERAL.SUPPORT<• 12"0C. UON . . BC LATE:RAL SUPPORT <= 12"0C. UON. TRUSS SPAN 20'-9.0" LOAD DURATION INCREASE• 1.25 SPACED 24;0" O.C. LOADING LL ( 16.0) +DL ( 14.0) 'ON TOP CHORD • DL ON BOTTOM CHORD= TOTAL LOAD • I IIIIII.IIIIUIIII IIIIHllll-lllll 11111111 30.0 PS,- 5.0 PSF 35.0 PSF T 1• T 2~ T 3• T 4= ANSI/TPI 61 61 70· -74 LEFT HoRi·. LEFT INT: INT. BOTTOM CHORO CHECKED FOR 10PSF LIVE LOAD. TOP SINGLE MEMBER FORCES 4WRGO B 1• 0 W 1•· -97 W 6• -350 B 2• 0 W 2= -285 B 3• 5 W 3• '-297 W 4= -248 W 5• · -72 -299 RIGHT• 238 -227 RIGHT• -18 ~ 499'@ a·-7.5" -417 @ 14'-3.4" ANO· BOTTOM CHORD LIVE LOADS AC~ NON-CONCURRENTLY~· BEARI,NG AREA REQUIRED (so·. IN) [ scale: 1/4" 8-07-08 12 4.00 i::;::::::=- c.,.5x7. 7 (Sl 12-01-08 12 ~4.00 (J)C-):;.5x2.6 or equal at uprights. / C""1.5x3.4 tn -~ I c::, ,k 20-09-00 -Prbvide Full Continuous Bearing •;! JOINT JOINT JOINT JOINT ,6 7 B 5 0.48 OF/ O.BO OF/ 0.67'DF / 0.38 OF / 0 . 7 4 HF / . ·o . 70 SPF 1.23 HF / 1.17 SPF 1.03 HF / 0.98 SPF 0.59 HF/ 0 .56 SPF JOB NAME: H10 HELIX/SEAVIEW This design prepared from computer input by California Tru~~ JABH.QQ FILE NO.: H10 DATE: 9/25/2000 DES. BY: ,/ft_f SEO.: 164608 \\,o WARNINGS: 1. Rud d Gen•al NotH and Waffling• before constNCtlon of tru11H. 2. BuUd• and wectlon contractor ahO~ be advised of aN Genwal NotH and Warning• b•tor• oonttNC'llon oonuntnoH. 3. 1 x:3 aomp, ... lon wab bradt,g must b• ln1taNed wh•• 1hown + • 4. AN lat«•I force r-11,dng·ef•mtnts such H t•mporary and pHmanfflt bracing, rnust b• d•slgn.cl and provfdacl by d.Hlgnw of compl.t• •tructure. Computru• HSUfflH no responstblllty for •uch bradng. 5. No load should b• appffH to any component untA aft« d brldng and fHt..,.,, are compl•t•, and at no tfm• should any load• Df••t• thin design load• be appHed to any component, e. Computrus hH no control oYw and IHUmn no responslbllfty for th• fabrication, h•ndffng. •hlpment and lnstatlatlon of components. 7. This d••lgn I• fumlah•d •ubJ.-ot to th• Nmhatlon1 on 1NH dfflgns H1 forth by th• TNH Pl•t• ln1thut• ln"lradna Wood TruuM, HIB-91". a copy of which wHI h• fumbh•d by Computrua upon requ•11, General Note11 unless otherwise noted:, 1. Design to support loads as shown. Design 2. Desi9n assumes the top and bottom chords to be laterally braced at 2'·0 o.c. and at 12'·0" o.c. respectively. · 3. 2x4 Impact bridging or lateral bracing required where shown + + · 4. Installation of truss 1s the responsibihty of the respei:tive contractor. 5. Design assumes trusses are to be used in a-non·corros1ve envtronment, and are for ·dry condition• of use. 6. Design assumes full bearing at all supports shown. Shim or wedge 1f necessary. 7. Design assumes adequate drainage is provided. 8. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center Imes. 9. Digits indicate size of plate in inches. 10. For basic design values of the Computrus Plate, indicated by the prefix "C", see I.C.8.0. R.R. 4211. 11 · J~i~~'n,~(Y~) i~~:c~~;;i~i ~1!.t~=t~~!ff~~s~X. ~H g;~i~ -.~:;·ot~:. conforms to UBC-97 AnVer: B 2(1L)-F MANL•fACH.1RJNG, ENGINfERl>~G, COMPL'lER <q\'$TfM'S I> I IIIIUI 1111111 LUMBER SPECIFICATIONS . SIZE SPECIE GRADE .PANEL (S) TOP CHORDS: 2x 4 OF #2 1 I BOT"(OM CHORDS: 2x. 4 · DF 12 1 'WEBS: 2x 4 OF STD/STuo· 1 TC LATERAL SUPPORT<• 12"0C, UON. BC LATERAL SUPPORT<= 12·oc, UDN. I 1111111111111111-IIIII IIIII IIIII IIII IIII · TRUSS SPAN LOAD DURATION SPACED 5'-B.00" INCREASE • 1 . 25 2<1.0· o._c. LL( 16.0)+DL·( 14.0) DL ON LOADING ON TOP CHORD• BOTTOM CHORD TOTAL LOAD• 30.0 PSF 5.0 PSF 35.0 PSF BOTTOM CHORD CHECKED FOR 10PSF ·LIVE· LOAD. TOP ANO BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. l ANSI/TPI T 1• SINGLE . MEMBER 0 B 1•. FORCES, 0 W 1• .LEFT • 19B RIGHT • JOINT JOINT BEARING AREA REQUIRED (SO .. . 32 DF / . . 49 HF / 3 .32 DF / .49 HF/ 4WRGD· -170 19B IN) .47 SPF .47 SPF · 12 4.00 ~ r.n .... $t 0 Scale: 1/2" 'c-2.5x4.3 JOB~NAME: A11 HELIX/SEAVIEW FILE NO.: A11 DATE: 9/25/2000 DES. BY:65' SEO.: 164553 ~\\. C-1.5x2.6 C-1.5x2.6 .f 5-08-00 WARNINGS: 1. RHd •• GR1Hal NotN and W•mlng1 b•for• oonstNctJon of tNHH, 0 ..... I N 0 I ru 2. BuUdH and «.ctlon contraC'lor thoul)I b• advised of al Genwal Not" and Warnings b•for• construction commel'u, ... 3. 1x3 comprHtlon w.ta bra9'ng mu,t be lnstalltd wh1,a thown +. 4. AN l•t••I fore• h-tl•tlng ... mant, 1uoh •• temporary and pwm•nent bradng. mu,t be d•tlgnad and provfdlHI by dH)gn.,·of compl"• structure. Computn,t auum.s no re1pon11btNty for 1uch bracing. 5, No load 1hould be appNK to any component until after d bradng and fasttnen •r• compl•t•, and at no tl,me should any loads grNtW than dfflgn loads b• appllN to any compontnt. 8. Computn,s hH no control ov• and auum" no ,.,pon11b1Mty fOf th• f•brlatlon, MndHng. 1hlpmtnt and lnst .. •tJon of oomponants. 7. Thi, dulgn I• fumhhN •ubfecl to th• lmlt111Son• on truu dUI"• •.C forth by th• TNH Pt.t• lnstttute .,. •• ,. •• w .... TNIIH, H•-•1·. • oopy of which •• b• fumhhff by Computnae upon r--aunt. This des iqn prepared from computer input by Ca 11 f ornt<L.lr'l!S~ JARROD General Note1, unless otherwise noted: 1. Design to support loads as shown. Design 2. Desisn assumes the top and bollom chords to be laterally braced at 2'~0 o.c. and at 12·-o· o.c. respectively. · 3. 2x4 Impact bridging or lateral braci')g required where shown + + 4. Installation of truss 1s the responsib1hty of the respective contractor. S. Design assumes trusses are to be used in a non-corrosive environment, and are for "dry condition• of·use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is provided. 8. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center Jines. 9. Digits indicate size of plate in inches. 10. For basic design values of the Computrus Plate1 indicated by the prefix ·c·, see I.C.B.O. R.R. 4211. 11 · J~g<;,~~~V~i ;~lc:f;;'~i ~1!.'.~!t~7i'!fT;-.,.i.:J. '.t:ff g;~~ ~~~;·o';. conforms to UBC-97 An Ver: 1. 07 (1Ll -w M.1.fljllFACTl'RING • EN:'.WIEERl~O • COt.'!PlllER S'f51EM'S • 11111nllllllll 1111111111111111111111111m11111111111r ,·-1.. LUMBER SPECIFICAilONS SIZE SPECIE GRADE PANEL (SI TOP CHORDS: 2>C 4 OF ,2 i-' 5 BOTTOM CHORDS: 2>e 4 OF ,2 1-5 WEBS: 2x 4 OF STD/STUD 1-7 TC LATERAL SUPPORT<• 12"0C, UON. BC LATERAL SUPPORT<= 12"0C, UON. ln ..... 12 4,.00 c:;:::;:-"" 8-00-00 17-4-0 HIP SETBACK 8-0-0 FROM ENO WALL . LOAD DURATION INCREASE • L 25 + LOADING 32 .O) +OL ( 28.0)• 60.0 PLF o· .O" Tdi 80 .0) +OL ( 70.0) • 150.0 PLF 8' .0" T.O 8' .o• VERT 9' 4.0·' VERT TC UNIF LL ( TC UNIF LL ( TC UNIF LL ( BC UNIF LL ( 32.0) +OL ( 28.0)• 60.0 PLF 9' 4.0" TO 17' 4 .o· VERT .0) +OL ( 25.0)• 29.0 PLF 0. .Q" TO 17' 4.0" VERT TC CONC LL ( . TC CONC LL ( C-5x7.7 298. 7) +OL ( 298. 7) +DL ( 1-04-00 261.3) • 261.3)z C-4x7.7 560.0 LBS@ 560.0 LBS@ 8' 9' 8-00-00 .o· 4 .o· 12 --=:::::J4.00 ANSI/TPI I MEMBER ' FORc'Es SINGLE 4WRGO T 1• -3433 8 1-3224 .w 1• · 93 T 2= -3238 8 2"' 3224 W' 2"'·., ·-1·23 'T 3• -3104 8 3• 3~04 W 3-:-· 122 T 4• -323B B 4= 3224 W 4= 0 T 5• -3433 ·a 5• 3224 W-5• 122 W 5,, -123 W 7-93 LEFT= 1357 RIGHT = ·1357 BEARING AREA REGUIREO (SO. IN) JOINT JOINT 1 2 . 17 OF / 3 . 35 HF / 3 .. 19 SPF 6 2.17 OF/ 3.35 HF/ 3.19 SPF MAX LL OEFL • -:107"@ B L/240'• MAX TL OEFL • -.232"@ 8 L/1B0 • MAX HORIZ. LL OEFL = .035" @ 6 MAX HORIZ. TL DEFL • .077"@ 6 ln ..... .83B' 1.117' ¢t F=<-, :::::,,. E9' ,e:_::g ...-:: 'D' =.,---:.:::, ~ I 0 Scale: 3/8" JOB NAME: A12 HELIX/SEAVJE\'I FILE NO.: A12 DATE: 9/25/2000 DES. BY: /:;:f ;5 SEO.: 164554 i,c I 0 C-1.5x2.6 C-2.5x4.3 C-2.5X7.7 C-1.5x2.6 17-04-00 WARNINGS: !: :::;•.:::!~:t:~~::;~~b=~o::.::°!!.o~:!.:•~=~ and Wamlngi before construction comfflences. 3, 1x3 compr•11lon web b~clng niu1t ~e lnd1IIMI whM• shown +. 4, AK f1t1N"al for~ r•1l1Ung -'•m«1ts 1uch at tffllporary and ptrman.nt bradng. must be dittlgned and provldN by dHlgnw of complete s1Ncture. Cornputru• IHUfflH no JHponslbNh.y for !!Uch bRolng. 5. Na load should be appNed to any compontnt untN •ft«•• bradng and fa1t"1«1 •r• compl.t•. and at no time should any load, grHt• than d11lgn loads b• appNtd to any compon.,1. 6. Compu1NI hH no control over and a11umn no rHpontlb11tty for th• f•brfc•tlon. handHng. thlpment and lnttallatlon af campan«ltt. l. Thlt dHlgn 11 fuml1h..S sub)ect to th• lmhanon, on tNH dHlgn• Ht forth 1tv th• Tna11 Pf•t• ln1tltut• 11,•1r11dn1 Waod Tna11H, H•-e1 •. a copy of which w)I b• furnlth.d by ComputN• upon ,..,_.1. ,{ .,!:,:. Thi~ design prepared from computer input by California Tru~s _JARBCID General Note1, unless otherwise noted: 1. Design to support loads as shown, · Des j gn 2. Oesi9n assumes the to~ and bottom chords to be laterally braced at 2'-0 o.c. and at 12'·0" o.c. respectively. · 3. 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation of truss 1s the responsibility of the respective contractor. 5. Design assumes trusses are to be use_d in a non-corrosive environment, and are for "dry condition" of use. , 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is provided, 8. Plates shall.be located on both faces of truss, and placed so their center lines coincide with joint center lines. 9. Digits indicate size of plate in inches. 1 O. For basic design values of the Computrus Plate, indicated by the prefix "C", see I.C.B.O. R.R. 4211. 11 · 1~:gC;,~'i"J'W~i i~~:c:r;;·~i ~·:~';.;!t~'!1!f r:ei.~x. ~:~~~:~!';-a"; •. conforms to UBC-97 An Ver: 1. 07 ( 1L) -W MANVf'ACfllRING. ENGIUEEWN,j, C('Mr\.•1£R SVt;!(r.lS ~' lftlll II I II IIII LUMBER SPECIF!CA TIONS SIZE 'SPECIE GRADE PANEL (S) TDJ? CHORDS: 2x 4 OF #2 1-'_4 BOTTOM CHORDS: 2x 4 OF #2 : 1, 2. WEBS: 2X 4 OF STD/STUD 1-3 TC LATERAL SUPPORT<• 12"0C, UON. . BC LATERAL SUPPORT <= 12"0C, UON. B-08-00 I IIIIII IIIII IIIII IIIII IIIII IIIII 11111111 TRUSS SPAN . 17'-•LOO" LOAD OURATION INCREASE• 1.25 + SPACED 24.0" O:C. LL ( 16 .0) +DL ( 14 .0) DL ON LOADING ON TOP CHORD• BOTTOM CHORD TOTAL LOAD• 30.0 ps,= 5.0 PSF 35.0 PSF BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP ANO BOTTOM 'CHORD LIVE LOADS ACT NON-CONCURRENTLY. B-08-00 . I 'I ANSI/TPI S,INGLE MEMBER FORCES 4WRGO T 1• -1239 B 1• 1165 W 1•. -330 T 2= -905 B 2= 1165 W 2= 337 '' T 3• -905 W 3• -330 T 4= -1239 LEFT= 607 RIGHT = 607 BEARING AREA REQUIRED (SO. IN) JOiNT JOINT 1 . 97 'DF / 1 . 50 HF / . 1. 43' SPF 5 .97 OF / 1.50 HF / 1.43 SPF MAX LL OEFL • -.038"@ 6 L/240 • -MAX TL DEFL • -.0B1"@ 6 L/1B0 • MAX' HORIZ. LL DEFL • .. 013" @ 5 M.AX HORIZ. TL DEFL ,. .(,12B" !! 5 CO~D. 2: 2000.00 LBS DRAG LOAD. .83B" 1. 117" 12 4.00 i:::::::7' 12 ~4.00 in .... ~ I C> Scale: 3/8" . JOB NAME: 812 HELIX/SEAVIEW FILE NO.: B12 , DA TE: 9/25/2000 DES. BY: 45 SEO.: 164571 9\1-/ .r C-2.5x7.7 17-04-00 WARNINGS: 1. Rud d 0.n•al Notff and Warnings before oonstruotlon of tru11N. 2. BulldN' •nd «ktlon oon1ractor sh~ be advised of al o .. n Notff and Wamhlg• b•for• construction comm'WION. 3. 1 x3 compreHlon w.t, bracing rnu,t be ln1t1W.d whtfe ahown • • 4. AN lat.,,I torcto rnlstlng .-lement, such H t•mporary tN\d permanwit bracing, must b• d•1lgnfll and provldH by dnlgnW of compl.te 1tNCtu,e, Computrv, anumH no rHpon11btlhy for 1uch bracing. 6, No load 1hould be app .. d to MY oomponent until aNtr al bru•ng and· fHt"'"'' •r• complitte, 1nd at no tlm• should any load• grHt..-than dulgn loads be appN~ to any componant. 6. Computrus hat no control ov..-and HtUfflH no respon1lblthy tor the fabrication, handKng, 1hlprn.nt and in1taN1tlon of component,. 7. This dHlgn 11 furnished subJect to the Imitations on tru11 dHlgn• Ht for1h by th• Truss Plat• lnstltut• ln"'lradng Wood Trunu, H18-81"', • copy of which wUi b• fuml1had by Computru1 upon r"l',IH1. ,in .... ~ C> Jhis design prepared from computer input by California Truss ~ARRO General Notea, unle11.otherwise noted: 1. Design to support loads as shown. Design 2. Design assu'mes the top and bottom chords to be laterally braced at 2• .. o o.c. and at 12'-0" o.c. respectively. 3. 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation of truss 1s the responsib,llty of the respective contractor. S. Design assumes trusses are to be used in a non-corrosive environment, and are for "'dry condition· of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is provided. 8, Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. 9. Digits indicate size of plate in inches. 10. For basic design values of the Computrus Plate. indicated by the prefix ·c·, see I.C.8.0. R.R. 4211. 11 • J~:g~~ro~tv~r i~~~c~rect~i ~\:~t~=t~?!rr:tds~d. 1.1:~ gf~::cs :7~;·01~:. conforms to UBC-97 An Ver: 1. 07 ( 1Ll -W MANL'r•Cft.'RIN'l. [HGl':[£ri1Ni'i. COtJIPt.•IER f;'t'SolEM~ •· 111111111111111 LUMBER' SPECIFICATIONS SIZE 'SPECIE GRADE PANEL (S) TOP ,CHORDS: ' 2x 4 OF 112 1--B BOTTOM ·CHORDS: 2X 4 OF 112 1-8 WEBS: 2x 4 OF STD/STUD 1-13 TC. MAX PURLIN SPACING 24" QC, UON .. BC MAX PURLIN SPACING 120" OC, UON. 111111.1 lllll lllll lllll.111111111111111111 30-10-0 STUB HIP SETBACK 8-0-0 FROM ENO WALL LOAD DURATION INCREASE• 1.25 + LOADING TC UNIF LL ( 36.0) +DL ( 31.5) • 67.5 PLF 0. .O" Tb 7' TC UNIF LL ( 82.0) +DL ( 71.8)-= 153.8 PLF 7'' 9.0" TO 23' I· 9.o.• VERT 1. o·· VERT TC UNIF LL ( 36,0) +DL ( 31.5) • 67.5 PLF 23' 1.0" TO 30' 10.0" VERT BC UNIF LL ( .0) +OL ( 25.6)• . 25;6 PLF o· .O" TO 30' 10.0" VERT TC CONC LL ( TC CONC LL ( 293.3) +DL ( 293.3) +DL ( 256.7)• 550.0 LBS@ 7' 256.7)• · 550.0 ~BS@ 23' 9.o· 1.0· T 1·- T 2= T 3• T 4= T 5• T 6= T 7• T 8• . I ANSI/TPI 2 MEMBER FORCES 4WRGO -6770 B 1• 6306 W 1• .92 W 8• 736 -6984 B 2,; 6306 W 2,; .442 ·w 9= 106 -6650 8 3• B484 W 3• 982 W10• -2120 -9122 B 4= 8484 W 4= :-2120 W11=· ·982 -9122 B 5• 8484 W 5•· 106 W12• 442. -6650 B 6= 8484 W 6= 736 W13= 92 -6984 8 7• 6306 W 7• -6:,i4 -6770 13 8• 6306 \.EFT• 2646 RIGHT• 2646 BEARING AREA REQUIRED (SO. IN) NOTE: 1X3 BRACING AT 24" O.C. FOR $ ALL FLAT TOP CHORD I\B,~~S NOT SHEA THEO . · . ~' .. JOINT JOINT 1 4.24 OF/ 6.54 HF/ 6·.23 SPF 7-09-00 12 4.00 c:::::""'" ~ ~ I = C-1.5x2.6 Scale: 1/4" JOB NAME: A13 HELIX/SEAVIEW FILE NO.: A13 DATE: 9/25/2000 DES. BY: /.:ff' 7 SEO.: 164555 )\\3 9 4.24 OF/ 6.54 HF/ 6.23 SPF C-4x9.4 C-3x7.7 . ' ( 2·1 complete trusses required. WJoin together with 16d Box nails staggered at 12· oc throughout top chords, 12· oc throughout bottom chords, 12" oc throughout webs. 15-04-00 ' C-3x7.7 $· C-1.5x2.-6 C-3x7.7 C-2.5x7.7 C-1.5x2.6 C-5x9.4 (S) 30-10-00 C-4x9.4 C-3x7.7 MAX LL OEFL • -.305" MAX TL DEFL = -.662" MAX HORIZ. LL DEFL • MAX HORIZ. TL OEFL = T-09-00 12 ~4.00 C-1.5x2.6 @13 L/240 • IH3 L/180 = .075" @ 9· .162"@ 9 1.513° 2.017" This design prepared from computer input by California Tru~ WARNINGS: . General Notes, unless otherwise noted: ,,!AF!ROQ 1. RNd aN GN11tal NotH and w~«• befoie oonstNctlon of truuff. z. Buildllt' and er1te1lon contrac,tor sholld be advfHd of al a..,.,._. Notn and Wamlng• b•for• con1tructlon oommanoet. 1. Design to support loads as shown. Design 2. Desi9n assumes the to11 and bottom chords to be laterally braced at conforms to UBC-97 An','.er: 1.07 (1L) -W 3. 1 x3 compr1t11lon w.tJ bradng mu,t lie lnttalH wh•• 1hown + • 4. AN lat«.t fore. r••l•tlng .t•mentl ,uch H t•mporary and p.,man-,t bradng, mu,t b• dnlan•d and provldN by dnlgnw of complitt• ,tn,ctur•. Computru, Hsum•• no HsponslblRty tor such bradng. 5. No load ,hould b• appU.d to any compontnt un1H afttr aN bracing and fastentn: •r• complete, and at no time 1hould any loads grNttt than dtslgn loads ba appffHI to any component. 6. Computn,s has no control over and auum•s no respon,lbllhy for th• fabrlc,,tlon. handUng, shipment and Installation of componMt,. 7. This d11slgn 11 furnlshl'd tubJa-ct to th~ Rmttatlon, on tNts d•tlgnt Ht forth by thl' Truu Pl•<• lntthut• ln•eradng Wood Tn11se,, Hss-e1·, • copy of which wlll b• fumh:h•d by Computru1 upon r_equnt. 2'·0 o.c. and at 12• .. o· o.c. respectively. 3. 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation of truss 1s the responsibility of the respective contractor. 5. Design assumes trusses are to be used in a non•corros1ve environment, and are for '"dry condition" of use. 6. Design assumes full bearing at all supports shown. Sl:im or wedge if necessary. 7. Design assumes adequate drainage is provided. B. Plates shall be located on both faces of truss, and placed so their center lines coincide with Joint center Imes. 9. Digits indicate srze of plate in inches. 10. for basic design values of the Computrus Plate, indicated by the prefix •c•, see 1.C.B.O. R.R. 4211. 11. The Computrus tlet Section Plate is indicated by the prefix "'CN", the designator (181 mdicates 18 ga. material 1s used. All others a,e_20 ga. MANl'fACll'RINQ. EN~IN'f£AING. CO,...l'VlER ,;:y<;TEMC:. • ,llllll II I ll-1111 LUMBER SPECIFICATIONS SHE . SPECIE GRADE PANEL (S) TOP CHORDS: 2X 4 OF· #2 1-, 7 BOTTOM CHORDS: 2x 4 OF #2 1-7 WEBS: 2x 4 OF STD/STUD 1-10 TC LATERAL.SUPPORT<• 12"0C. UON. l;lC LATERAL SUPPORT<= 12"0C .. UON. BC UNIF LI:. ( 1111111111111111111111:lllll lllll llll llll TRUSS SPAN 30"-10.0" LOAD DURATION INCREASE• 1.25 + SPACED 24.0" 0.C . LOADING LL ( 16 .0) +OL ( 14 .0) ON TOP CHORD • DL ON BOTTOM CHORD =. TOTAL LOAD• 30.0 P~F 5.0 PSF 35.0 PSF 0.0) +DL ( 15.0) = 15.0 PSF 12'-11.0~ TD 17'-11.0" VERT ' . i 1• T 2= T 3., T, 4,. T 5• T 6= T 7• I ANSI/TPI SINGLE MEMBER FORCES 4WRGD -3008 B 1• 2811 W 1-?2 W 9• -450 -2578 B 2= 2809, W 2= -450 W10= 22 -2271 B 3• 298B W 3• · 878 -2994 B 4= 2994 W 4= -990 -2271 B 5• 298B W 5•. 131 -2578 B 6= 2810 W 6= 131 -3008 8 7• 2811 ·w 1--990 w 0-878 LEFT -1154 RIGHT• 1154 BEARING AREA REQUIRED (SQ. IN) NOTE: 1x3 BRACING AT 24"0C UON. FOR $ ALL FLAT JOP CHORD AREAS NOT SHEATHED BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP JOINT 1 1.85 OF / 2.85 HF / · 2.72 SPF ANO BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. JOINT 8 1.85 OF i 2.85 HF/ 2.72 SPF · Loads-::-a~ -:&iven. 9-09-00 11-04-00 . LO --~ I C> 12 4.00 c:::::=="'" C-5x6 C-4x6 $,, 5-00-00 C-1.5x3.4 C'"2.~x7.7 C-5x9.4 (S) )< 30-10-00 30-10-00 Scale: 1'/4" JOB ll!AME: B13 HE.LIX/S!:AVIEW FILE NO.: B13 DATE: . 9/25/2000 DES. BY: /J;?J SEO.: 164572 '7\~ WARNINGS: 1. Rud •• General NotN and Wamlnt• before oon,tructlon of '"'""· 2. BuNd« and KKtfon contractor 1h,.o~ be 1dvt:11d of al Ganeral NotN and Warning• b•for• con,truc:tlon oomfflance,. 3. 1 •3 comprenion w.b bracing must b• inttaNN wheH shown •. 4. AN l•t•.-1 force r.slstlng 4tl•m"'t' ,um •• temponiry and pam,an.c,t bracing. must b• d .. lgnMI and provided by dHlen• af oompll't• structur.. ComputN• H1umn no mpon11bMtty for such bracing. 6. No load thauld b• •ppNN to any component untl attw .. bradng •nd fa1tentn •r• compl.t•. and at no time thould any toad, grHter than dnlgn load, b• appllid to any component. 8. Computrut hH no control ovw and Hiumn no tflpan1Jblllty for th• f•brfcatkin. handllng. 1hlpment and Installation of componwit1. 7. Thi• dnlgn I• fumlthN •ubJeot to th• Imitation• on INH dH'9n• Ht forth by th• Truu Pl•t• ln•tltut• 1n·1ramtg Wood TN""· H1B-a1·, • oopy of which wM b• fuml•hN by Computn,1 upon requfft. C-4x6 ..... C> I en C> 1· C\J C-2.5x4.3 C-5x6 C-2:5x7.7 Mlx LL DEFL • -0.177" . MA·X TL DEFL • -0. 428" MAX HORIZ. LL DEFL • MAX HORIZ. ·TL OEFL.~ . 9-09-00 C-1.5x3.4 12 ~4.00 @ 10·-3.a· @! 18'-3.8" 0 .050" !! . 17 0 .. 119" !! 17 ,L/240 • 1,./180 Jhis design prepared from computer input by California T~uss General Notes, unless other"wise noted: 1.513" 2.0.17" 1. Design to support loads as shown. Design 2. Desi9n assumes the top and bottom chords to be laterally braced.at conforms to UBC-97 AnVer:B 2(2L)-F 2'·0 o,c, and at 12'·0" o.c. respectively. 3. 2x4 Impact bridging or lateral brae,~ required where shown + + 4. Installation of truss 1s the responsibility, of the respective contractor. 5. Design assumes trusses are to be used in a non-corrosive environment, and are for ·dry condition· of use. . 6. Design assumes lull bearing at all supports shown. Shim or wedge 11 necessary. 7, Design assumes adequate drainage is ~rovided. 8. Plates shall be located on both laces of truss, and placed so their center lines coincide with joint center Imes. 9. Digits indicate size of plate in inches. 10. For basic desig'n values of the Coml)Utrus Plate, indicated by the prefix "C", see I.C.8.0. R.R. 4211. 11, The Compuuus Net Section Plate is indicated by the prefix ·cw, the designator I 18) indicates 18 g~. material is used. All others are 20 ga. MANl1FACTVAING. ft,ltjl"IEERING, COMF'tiTfR '-=VStf,.-5 -Ji' 111111 IU 111111 LUMBER SPECIFICATIONS · SIZE 'SPECIE GRADE PANEL (S) :rDP CHORDS: 2x 4 OF #2 1..: 7 BOTTOM CHORDS: 2x 4 OF f2 .1-7 WEBS: 2x 4 OF STD/STUD 1-10 TC LATERAL -SUPPORT<• 12"DC. UON. BC·LATERAL SUPPORT<= 12"0C. UON. BC UNIF LL ( 11111111111111111·11m111111111111111111 TRUSS SPAN 31'-'1,0" LOAD DURATION INCREASE• 1.25 + SPACE:D 24.0" O.C. LOADING LL( 16.0~+DL( 14.0) ON TOP CHORD• DL ON BOTTOM CHORD= TOTAL LOAD• 30.0 P{;F 5.0 PSF 35.0 PSF 0.0) +DL ( 15.0) = 15.0 P_SF 12'-1LO" TO 17'-: 11.0" VERT ,J ANSI/TPI -SINGLE MEMBER FORCES 4WRGD T, 1• -3011 B 1• 2808 W 1• 47 W 9• T 2=· -2425 8 2= 2806 W 2= -,613 W10s T 3• :..2200 B 3• 2492 W 3• 1415 . T. 4• -2498 B 4= 2498 W 4= -1251 T 5• -2215 B 5•. 2493 W 5• 147 T 6z -2448 B 6= 2899 W 6= 122 T 7• -3101 B 7• 2902 W 7• -1189 W 8• 1402 LEFT -'1164 RIGHT• 1162 BEARING AREA REQUIRED (SQ. IN) -691 74. 'NOTE: 1x3 BRACING AT 24"0C UON. FOR ALL FLAT TOP CHORD AREAS NOT SHEATHED-~ BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. JOINT 1 1.86 OF / ' 2.8i HF / 2.74 SPF ioacrs' 1s· given. U"l -~ I 0 Scale: 1/-4" 12 4 . 00 i::;:::;:;,- 11-09-00 C-1.5x3.4 C-5x6 C-4x6 C-2.5x4.3 C-5x7. 7 (S) 7-04-00 _;$ 5-00-00 31-01-00 31-01-00 JOB NAME: C13 013 HELIX/SEAVIEW FILE NO.: C13 DATE: 9/25/2000 DES. BY: /35 ,7. SEQ.: 164583 C\'?J v\'?7 WARNINGS: 1. RHd aN Gtn••I NotH and Wamlng1 b•fore oonttructlon of truHff. 2. Bulldff' and HK°tlon contra~or 1t\+w be advised of aN G.nwal Notn and Wamlna, b•for• con,true11on commenCfl. 3. 1113 compr•1tlon wtb,br,aclng must be lnstale-d wh•• shown +. 4. Al latffal force r•1l1tin1I eletnfflll such H temporary and p«m•nfflt bradng, must b• d"Jgn.-d and provldN by' d"lan• of complllt• stNC'ture. ComputNs •uumH no fHponslblttty for sud, bradng. 5. No load should be •ppU~ to any compon.nt untN aft..-.. bracing and , .. ,..,.,, ar• complft•, and at no tlm• 1hould any loads gr•at., than d•slgn loads b• appU•d to any compon.nt, 8. Computru1 h•• no control ov• and a11umH no rffpon1Jbffhy for th• f•brlcatlon, handling~ 1hlpmfflt and lnstalatlon of componfflts. 7, This design Is fumt1hlfd 1ubJ.c-t to th• Imitations on 1NH d•slgn• silt forth by th• TNH Pl•t• lnsthut• 1n•anicilng Wood TNHH, HIB-91··. a copy of which wlff b• fuml•h•d by ComputN1 upon r.quHt. JOINT 8 1.86 OF / 2.B7 HF / 2.73 SPF C-4x6 "<T, 0 I U") 0 I CT) C-5x6 C-2.5i<4.3 C-3x7. 7 I MAX LL OEFL • -0.174"' 1B'-5.5" MAX. TL OEFL = -0.419" @ 18'-3.8" MAX HORIZ. · LL OEFL • 0. 049-" @ 1'7 MAX HORIZ. TL OEFL = 0.117"@ 17 12-00-00 C-1.5x3.4 12 ~4.00 -·' Jhis _cl_e.s.i.9!1 ... ID'Jrnarecl from computer input General Note1, unless otherwise noted: L/2-40 • L/180 1,.525" 2.033" 1. Design to support loads as shown. Design 2. Desi9n assumes the 101> and bottom chords to be laterally braced at conforms to UBC-97 AnVer: 8 2 (2Ll -F 2'·0 o.c. and at 12'·0· o.c. respectively. 3. 2x4 Impact bridging or lateral bracing required where shown + + 4, Installation of truss 1s the respon11bihty of the respective contractor. 5. Design assumes trusses are to be used in a non-corrosive environment, and are for •dry condition· of use. · 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. · 7. Design assumes adequate drainage Is P-rovided. B. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. 9. Digits indica!e size of plate in inches. . 10. For basic deSign values of the Computrus Plate, indicated by the prefix ·c·, see I.C.B.O. R.R. 4211. 11 · J~:i9~~':1tr~Y~i 1~~fc~r;;i~i ~:.t~~:,~~1~ff!e~,~d. 1t ~;~,xs -a~!';·ot~~- Cam~uTrus Inc . ...... m,ra.crURING • FNGINEE~1Nc;, COMPI.HER 1:-YC.rEt.llc:i " .111111111111111 . LUMBER SPECIFICATIONS SIZE SPECIE GRADE . PANEL (SJ TOP CHORDS: 2X 4 OF' ·112 1-' 6 BOTTOM CHORDS: 2x 4 :pF 112 1-5 WEBS: 2x 4 DF STD/STUD 1-9 TC'LATERAL SUPPORT<• 12"0C. UON. BC LATERAL SUPPORT<= 12"0C. UON . BC UNIF LL ( 11111111111111111111111111111111.11111111 ., 1. TRUSS SPAN 31•-1.0" LOAD DURATION INCREASE• 1.25 + SPACED 24.0" O.C. ANSI/TPI SINGLE MEMBER FORCES 4WRGO w.0-w 9= LOADING LL( 16.0)+0L( 14.0) ON TOP CHORD• DL ON BOTTOM, CHORD TO'rAL LOAD • 30 .• 0 P~F 5.0 PSF 35.0 PSF O.O)+DL( '15.·0)= 15.0.PSF 12'-11.0'.' TO ·11•-11.0" ·VERT T 1• T 2= T 3• T 4= T 5• T 6= -2955 B 1• 274B W 1• 54 -23?7 B 2= 2746 W ,2= -645 -470 B 3• 2127 W 3• . 393 -467 B 4,. 282B W 4= -1721 ,-2331 8'5• 2832' W 5• -1721 -3035 W 6= 206 ·w 7• 410 LEFT = 1164 · RIGHT 1162 BEARING AREA REQUIRED (SG. IN) -733 85 . /,;J·3-5'· JOINT JOINT 1 1.86 OF/ 2.87 HF/ 2.74 SPF Loads as given. BOTTOM CHORD CHECKED' FOR 10PSF LIVE LOAD. TOP 7 1.86 OF/ 2.87 HF/ .2.73 SPF + 2'x4' Brac·e · required 4.00~ AND. BOTTOM CHORD UVE LOADS ACT NON-CONCURRENTLY. I , 15-05-00 C-4x4.3 C-2. 5x4\"3· . ., .,.. "'h # lf.O C-3x6 . 15-08-00 12 -.:::::::::J4.00 C-1.5x3.4 ::::-..;:::::;, •,;;;;~=;~::::]~===~;~J~i~~~~!~~c:::;===~~~19~1:===~~~~9il V [9 < ::::rI'J < ; ~ 'B' A ~~~ I = C-1.5x3.4 C-5x 11.9 (S} 31~01-00 31-01-00 scale: 3/16" ~ ~ I = MAX LL DEFL = -0.152" MAX TL DEFL • -0.364" MAX HORIZ. LL DEFL • MAX HORIZ. TL DEFL • @ 10·-5.5° @ 18·'-5.5" 0 .048" @ 15 0.114" @ 15 L/2<10 '!' L/180 ~08 N~ME: e:i.:LH£LIX/SEAVIEW This design prepared from computer input by California Truss WARNINGS: General Notes, unless otherwise noted: 1.525" 2.033° JARROD 1. RHd .U Gtn1ral Notn and Warning• befora construction of tN1H1. 1. Design to support loads •s shown. Oes j gn 2. Desi9n assumes the 101> and bottom chords to be laterally braced at conforms to UBC-97 AnVer: B. 2 (2Ll -F FILE NO.: E13 DATE: 9/25/2000 DES. BY: d.J SEil.: 164599 t\"b 2. BuNd., and .,.ctlon contractor 1ho-WJ be advl1ed of al G-,wal Not•• and Wamklg• befor• construction oornm.i\cu. 3. 1 x3 compr•nlon wl'b br•dna must be ln1tal.-d wh•• shown t • 4. AN fat«al fore• r••lstlng .,•mtntt ,uch •• t•mporat"y and pwmanN'lt bradng, mu,t b• dHIQn•d and provld.-d by dlHlgnw 'of oomplete 1tNcture. Computn.as HsumH no rHpon,lblfft:y for such bracing, 5, No load thould b• appNtd to any component untN aftw aN bradng •nd fHtN'I..-. ar• complitt•, and •t no time 1hould any load, g,HtN' than design load, b• appN.d ta any oomponMI. 8, ComputNI hH no control ovw and a11umN no '"pon,tbMtty for the fabrication, handNng, shJpment and lnatalatlon of oomponenlt. 7. Thi, dulgn I• fumlthl'd 1ub)flll to the Imitation• on tN11 dHlgn,1 Ht forth lly th• Trull Pfat• lnstkut• 1n•1rac1n1 Weod TN""• Hll-t1 •. • oopy of Whk:h •• be fumlthtd by COfflPlltNI upon """'"1· 2' .. o o.c. and at 12·-o· o.c. respectively. 3. 2K4 Impact brodging or laterat'bracmg required where shown + + 4. Installation of truss 1s the responsibility of the respective eontr actor. 5. Design assumes trusses are to be used in a non-corrosive environment, and are for •dry condition· of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary, 7. Design assumes adequate drainage is ~rovided, B. Plates shall be located on both faces of truss, and placed so their,center Imes coincide with 1oint center hnes, 9. Digits indicate size of plate in inches. 1 O. For basic design values of the Computrus Plate, indic•ted bv the prefix ·c·, see I.C.8.0. R.R. 4211. 11. The Computrus Net Section Plate is indicated by the prefiK "CN", the designator 11 Bl indicates 18 ga.,material is used. All others are 20 ii•• Camt!uTrus Inc. MANVFACWRINQ. fNG?N(fRINC., COMPllrfk f;"<:;fFMC: 'f 1~11111111111111 LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL (5) TOP CHORDS: 2x 4 OF #2 1-' 8 BOTTOM CHORDS: 2x 4 DF #2 1-8 WEBS: 2x 4 OF STD/STUD 1-13 TC LATERAL SUPPORT<• 12"0C, UON. BC LATERAL SUPPORT<= 12"0C, UON. I IIIIIIJIIII IIIII IIIIUIIII 1111111111111 31-4-0 HIP SETBACK 8-0-0 FROM END WALL LOAD DURATION INCREASE• 1.25 + LOADING 32 .OJ +OL ( 28.0) • 60.0 PLF o· .O" Ttl 8' 80.0) +DL ( · 70.0) • 150.0 PLF 8' .O" TO 23' .o• VERT 4.0" VERT TC UNIF LL ( TC UNIF LL ( TC UNIF ·LL ( BC UNIF LL ( 32.0l+DU 28.0)• 60.0 PLF 23' 4.0" TO 31'. 4.0" VERT .O)+OL( 25.0)• TC CONC LL ( 298. 7) +OL ( TC CDNC LL ( . 298. 7) +DL ( 25.0 PLF o· .O" TO 31' 261. 3) • 261.3) • 560.0 LBS@ 8' 560.0 LBS I! 23' .o· 4.o· 4.0" VERT i I ANSI/TPI 2 MEMBER FORCES . 4WRGD T 1• -7002 8 1• 6576 W 1• 92 W 8• T 2=· -7096 B 2• 6576 W 2= 266 W 9= T 3• .:5750 B 3• 8546 W 3• 1026 W10• ·T 4= -9168 B 4= 8546 W 4= -2068 W11" T 5• -9168 B 5• B546 W 5• :104 W12• T 6• -6758 B 6• 8546 W 6= 710 ·w13-· T 7• ·-7096 B 7• 6576 W 7• -618 l B• -7002 B 8• 6576 LEFT •· 25B2 RIGHT• 25B2 BEARING AREA REOUIREO (SO. IN) 718 1'04 -2068 1026 266 92 NOTE: 1X3 BRACING AT 24" O.C. FOR ·,,$ ALL FLAT TOP CHORD AREAS NOT SHEA.THEO _,_, JOINT 1 4.13 DF / 6.37.HF / 6.07 SPF . JOINT 9 4.13 OF / 6.37 HF/ 6.07 SPF 8-00-00, 12 . 4 . 00 c::::::7' t.n -8t: I o· Scale: 1/4" C-1.5x2.6 JOB NAME: F13 HELIX/SEAVIEW FILE NO.: F13 DATE: 9/25/2000 DES. BY: ~ 5 SEO.,: 16 4 6 Q 3 . Y\~ C-4x9.4 C-3x7.7 WARNINGS: ; ( 2) complete trusses required. WJoin together w1,th 16d Box nails 12" oc throughout top chords, 12• oc throughout bottom chords. 12· oc throughout webs. 15-04-00 ' C-3x7.7 $' G-1.5x2.6 C-2.5x7.7 C-5x9.4 (S) 31-04-00 staggered at C-3x7.7 C-1.5x2.6 C-4x9.4 C-3x7.7 t MAX LL DEFL • -.322" @13· L/240 • 1.538" MAX TL DEFL • -.699" 1!13 L/180'" 2.050" MAX HORIZ. LL OEFL MAX HORIZ. TL OEFL = B-00-00 12 -a::::q~.00 ~ =}8 I 0 C-1.5x2.6 This design prepared from computer input by California Truss General Note11 unless otherwise noted: JARROD 1. RHd .. Gffltral Not" and Warning• before oonl1:Nctlon of trunH. 2. Buffd.r and «ectlon con1ractor 1h1"!d b• advlted of al GWl.-.1 No1N and Warning, b•for• oont1Nctlon commenOH, 1. Design to support loads as shown. Design 2. Oesi9n assumes the to1> and bottom chords to be laterally braced at conforms to UBC-97 An Ver: 1 .07 (1L) -W 3. 1 x3 comprHtlon w.t, bracing rnu1t b• Inst al.ct wher• shown i • 4. Afl latHal for« '"lltlng ... •m~tt such H temporary and P•manernt br•dng. must be de,lgn•d and provld" by d"lgnw of complfte stNcture. Computrus HsumH no rHponslMRty for such bracing. 5, No load should b• appN9d to any compon.nt until aft..-all bracing and fast..,.,• ar• compli-t•, and at no time should any load• QfHt..-than d••lgn load, b• appNMI to any oomponMt, e. Computru1 ha• no contro! ov« and HIUm•• no '"pon1lbntty for th• fabrication, h1ndHng, shipment and ln1taNatlon ol componfflts, 7, This dHlgn Is tumlshM 1ubJ-.ct ~o th• Nmhatlon1 on truH d"lgn1 .. , forth by th• Truu Plat• lnrthut• ln·eradng Wood Trunff. Hl8·U1 •• a copy of which wHI b• furnlshtd by Computru1 upon rfl(Ufft, 2'·0 o.c. and at 12'·0" o.c. respectively. 3. 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation of truss 1s the responsibihty of the respective contractor. 5. Design assumes trusses are to be used in a non-corrosive environment. and are for "dry condttion" of use. 6. Design assumes full bearing at all supports shown. Shim or wedge tf necessary. 7. Design assumes adequate drainage 1s provided. 8. Plates shall be located on both faces of truss, and placed 10 lheir center lines coincide with joint center lines. 9. Digits indicate size of plate tn inches. 10. For basic design values of the Computrus Plate, indicated by the prefoc "C", see I.C.B.O. R.R. 4211. 11 • J~:,~~r:.~v~r i~~:c~f.;;'~i ~:.t~:t~1!ff;eJ.~J. 1t ~:~~s :9!'tcJ~~- Cam~uTrus Inc. Mltt,t,,lfA.(.ll'Jlll~l'l 'fN(}1tfff'11"'ffj. COMrLll(ft ... vc;,nMc:. ~· ;~11111111111111 LUMBER SPECIFICATIONS· SIZE •SPECIE GRADE PANEL (S) TOP CHORDS: ?X 4 OF 12 1-,-1 7 BOTTOM CHORDS: 2x 4 OF 12 1-4 WEBS: 2X_4 Of STD/STUD 1-8 TC LATERAi,. SUPPORT<• 12"0C, UON. BC LATERAL SUPPORT<=· 12"0C, UON. I IIIIII IIIII IIIII IIIII IIIII IIIII IIIUIII TRUSS SPAN 31'-4.00" LOAD DURATION INCREASE• 1.25 SPACED 24.0·' 0.C. LL( 16.0)+DL( 14.0) DL ON LOADING ON TOP CHORD• BOTTOM CHORD TOTAL LOAD• 30.-0 PSF 5.Q PSF 35.0 PSF BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP ANp BOTTOM CHORD LIVE LOADS ACT NON-CON~URRENTLY. ANSI/TPI T 1• -2720 T 2= -2599 T' 3• -:2470 T <I• -3332 T 5• -2470 T 5,. -2599' T 7• -2720 LEFT., 1 MEMBER SINGLE. FORCES 4WAGD' B 1• 2555 W 1-. -62 W 5• 62 B 2: 3286 W 2= 457 W 6= , :-889 B 3• 3286 W 3• -889 W 7• · 451 B 4• 2555 W 4• 62 W Bz -62 1097 RIGHT• 1097 IN) NOTE: 1 X3 -BRACING AT 24" 0. C. FOR ALL FLAT TOP CHORD AREAS NOT SHEATHED. ' JOINT JOINT BEARING AREA REQUIRED (SQ, 1 1.75 OF/ 2.71 HF/ B 1.75 OF/ 2.71 HF/ 2.5B SPF 2.58 SPF in -8t= I C) scale: 1/4" 12 4.00c:::::"'"' 10-00-00 8~Q,-Q, 4 C-4x7. 7 1 C-2.5x7.7 JOB NAME: 613 HELIX/SEAVIEW 11-04-00 ___, ;, .... ,... __ ..... Al C-5x7. 7 (S) 31-04-00 f:'_"'l C::.u A ".> r---__ 1MAX LL·DEFL = -.242" MAX TL DEFL • -.527" MAX HORIZ. LL DEFL • MAX HORIZ. TL DEFL •. . 10-00-00 12 C-4x7.7 ~4.00 C-2.5x7.7 @10 i.1240. 1!10 t/180 - 1-.538' 2.050'' 060" I! B :129"1!~ in -~ I C) This design prepared from c_QJ!IDVter i.m>.u.Lbv ~Cal I fornia _Jrus.s. '1ARAJ)J:l WARNINGS: General Notes, unless otherwise noted: 1. Design to support loads as shown. Design FILE NO.:G13 DATE: 9/25/2000 DES. BY: 45 SEO.: 164607 6\~ 1. RHd aN Oen•af Notn and Wamlngt before construction of tNHff. 2. BuHdw and ..-ctlon contractor •h°""' b• •dvltN of al Gantt'al NotH and Warning• befor• construction commancet. 3. h3 comprffslon web braCWlg must be lnstaWed where shown +. 4, AN lat.rat force rHlstlng effflltt1tl.1uch II t•mporuy and pitrmanant bracing, must be dHlgnitd and provided by dulgnw of complete l'tn,ctur•. Computn,1 ... umu no fffpon•lbMtty for suoh bracing. 6, No load should b• applled to Mly componfflt untl after al bracing .-nd fattffl•t ar• complete, and at no tlm• 1hould any load• grffter than dHlgn load, b• appUH to any compontnt. 6, Computnu hH no con1rol o·v., and Htumn no rerponslb11hy for th• fabrfcatlcin, handHng, shipment and lnstalatlon of compontnts. 7, This d•slgn I• fumlshff subJ.-ct to th• llmltatlons on trvtt dtslstnt set for1h by th• Tru .. Plat• tnsthut• 1n·Bradng Wood Tn,11u, HIB·91·, a copy of which wffl b• fumlshf'd by ComputN• upon r-«1ue1t. 2. Desii,n assumes the toJ) and bottom chords to be laterally braced at 2'-0 o.c, and at 12'·0" o.c. respectively. 3, 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation of truss 1s the responsibihty of the respective contractor. 5. Design assumes trusses are to be used in a non-corrosive environment, and are for "dry condition· of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is provided. , 8. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center Imes. 9. Digits indicate size of plate in inches. 10. For basic design values of the Computrus Plate, indicated by the prefix •c•, see I.C.B.O. R.R. 4211. 11 · J~;igcnc:,~(V~i i~~fc~f;;'~i ~':!~!ti~1!ff~eis~d. '~ff~~~;; -a~:iot~~- conforms to UBC-97 An Ver: 1. 07 ( 1L) -B MANllf,t,Ctl'RING • ENGIN(EqlNCi , COMPlllEA i:;y5 fEMf: ~' ·tlllll II I II IIII LUMBER SPECIFICATIONS SIZE .SPECIE GRADE PANEL (S) TOP CHORDS: 2x 4 ,OF #2 1-6 BOTTOM CHORDS: 2x 4 OF #2 1-5· WEBS:. 2x 4 OF STD/STUD 1-8 TC LATERAL ·suPPOfH <• 12"0C, UON. BC LATERAL SUPPORT<= 12"0C, UON. I llllll lllll lllll lllll lllll-11111·11111111 " TRUSS SPAN 31 '·-1.00" LOAD DURATION INCREASE• 1.25 SPACED 24.0" O.C. LOADING LL{ 16.0)+DL( 14.0) DL ON ·oN TOP CHORD • BOTTOM CHORD TOTAL LOAD• 30.0 PSf' 5.0 PSF 35.0 PSF BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS AcT NON-CONCURRENTLY. i ·I ANSI/TPI ·SINGLE MEMBER FORCES 4WRGO 'r 1• -2535 ·B 1• 2377 w 1.;. 56 W 5• -153 T 2= -2110 B 2= 2377 W 2= -386 W 5 .. 337 T 3• -2005 B 3• 2141 W 3• 331 W 7• -450 T 4• -2026 B 4= 2457 w. 42 -180 W 8• T 5• -2131 B 5• 2457 T 5,. -2607 LEFT• '1088 RIGHT• 1088 BEARING AREA REOUIAEO ·(SO. IN) JOINT. 1 1.74 OF/ 2.69 HF/ 2.56 SPF JOINT 7 1.74 OF'/ 2.69 HF/ 2.56 SPF 57 NOTE: 1X3 BRACING AT 24" 0. C. FOR $ ALL FLAT TOP CHORD AR~AS NOT SHEATHED. MAX LL DEFL • -.138". @10 L/240 • 1 .525" ,MAX TL DEFL = -.301" ~10 L/180 • 2.033" MAX HORIZ. LL OEFL • .047"@ 7 ~ ~ I 0 Scale: 1/4" 12 4.00 c:;:::::::"" 11-09-00 C-1.5x2.6 I. 7-04-00 C-4x6 C-5x7. 7 (S) 31-01-00 JOB NAME: H13 113 HELIX/SEAVIEW FILE NO.:H13 ~\"; DATE: 9/25/2000 1)-:S. DES. BY:/.:?.? SEO.: 164609 WARNINGS: 1. Rud d Oenwal NotH and Warning• b•for• construction of '"'""· ' 2. lullder and .,ectlon contr•ctor 1hoµl,d b• advlHd of•• Offlwal NotH •nd Wamfng, b•for• connructlon commtllces, 3, 1x3 compr.11lon w.-b bradna must be k\st1M~ wh«• shown +. 4. Al latH.a to~ r••l11Jng·••mMit1 such H t.mpora,v and pHm•nfflt bradng, must b• d•slgne-d and pro¥fd.-d by d•slgne, of compl•t• structure. Computru, Hsum•• no re,ponsfblffty for 1uch bracing. 5. No load ,hould be appNNI to any componitnt untlt attiH all bradng and fHlffltrl er• compl"•• and at no time •houfd any loads gruter than d•1lgn lo1d1 b• appll~ to any componant. 6. Computn,1 has no control over and H1um" no ruponslbhky for the fabrication, hancHlng, thlpment and fnstaNatlon ot componfflts. 7, This dHlgn Is fumbh..t subJKt to th• Nmltatlon• on 1ru11 dulgn1 Ht forth by th• lruH Plat• lnsthvt• ln·Bradng Wood Tru1Ht, HIB-91 .. , • copy ot which wlll b• fumbhed by Computru1 upon rftiUHt. 12-00-00 C-4x6 C-:2.5x7.7 C-1.5x2.6 MAX HORIZ. TL DEFL .• . 102" .@ 7 ~4.00 u, -~ I = This desi<:t!LJ)J:'.fillared from computer input by Cali forJ1La_Truss General Notes, unless otherwise noted: JARROD. 1. Design to support loads as shown. Design 2. Desi9n assumes the top and bottom chords to be laterally braced at conforms to UBC-97 An Ver: 1 . 07 {2L) -w 2'-0 o.c. and at 12'-0" o.c. respectively. 3. 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation of truss 1s the responsibility of the respective contractor. 5. Oesrgn assumes trusses are to be used in a non-corrosive environment. and are for '"dry condition· of use. 6. Design assumes full bearing at all supports shown. Shim or wedge ti necessary. 7. Design assumes adequate drainage is r:1rovided. 8. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. 9. Digits indicate size of plate in inches. 1 O. For basic design values of the Computrus Plate, indicated by the prefix "C", see l.C.B.O. R.R. 4211. 11 · J~ii~~~~,v~; i~dfc:~~;i~i ~1:~~:tt?!f~~eu~~J. t~; g~~~:s :7:;·01~:. Cam~uTrus Inc. MA,-,\,IF'ACTl'RIPIG. E•IG1~IFERIUG. COMPL•t;R c:,c.T["1<:; • lflllllllllllll I lllllrlllll lllll-11111111111111111111111 LUMBER SPECIFICATIONS· l 18-2-0 GIRDER TRUSS SUPPORTING 31-1-0 ANSI/TPI 2 MEMBER FORCES 4WRGO FROM o-o-o TO 14-o-o T 1• -13506 B 1• 12814 W 1• 1144 W 7• 1266 SIZE SPECIE GRADE PANEL (S) LOAD DURATION-INCREASE= 1.25 + T 2= -13352 B 2= 12814 · W 2= 302 W· 8= -3460 TOP CHORDS: T 3• -12766 B 3• 16708 W 3• '2672 W 9• 1566 2x 4·· OF #2 1, 2. 6, 7 LOADING· T 4= -p102 B 4= 16708 W 4= ·-4322 W10= 856 2x 6 OF #2 3-5 T 5• -13946 B 5• 17102 W 5• 1442 W11• 1988 BOTTOM CHORDS: 1,,-,1 2x, B OF #1 TC UNIF LL ( 32.0) +DL ( 28.0) • 60.0 PLF O' .O" TO 18' 2.0" VERT T 6• -14214 B 6a 13688 W 6= 430 BC UNIF LL ( .0) +DL ( 10.0) • 10.0 PLF 0. .O" TO 18' 2.0" VERT T 7• -14426 B 7• .13688 BC UNIF LL ( 203.6)+0L ( 276.3)• 479.9 PLF O' .O"· TO 14' .O" VERT WEBS: LEFT= 5172 RIGHT = 469B 2x 4 OF STD/ST.UO 1-11 BC CONC LL+DL• 1880.0 LBS ll 14' 2.5" BEARING AREA REQUIRED (SO. IN) TC LATERAL SUPPORT<• 12"0C, UON. BC LATERAL SUPPORT<= 12"0C, UON. JOINT JOINT 1 8.27 OF/ 12.77 HF/ 12.17 SPF 8 7 . 52 OF / 11 . 60 HF / . 11. 06 SPF . NOTE: 1X3 BRACING AT 24" 0.C. FOR $ ALL FLAT TOP' CHORD AREAS NOT SHEATHED. /..-.. t'; , Loads as given. ITT ..-. ~ I , c:> 5-06-00 12 4.00 c::;::"" C-5xt1.9 CN-3x10.2 C-3x7.7 C-7x9.4 NOTE:/~ru~s not symmetrical Orieri'tation as shown. m( 2) complete trusses required. Join' together with 16d Box· nails 12' oc throughout top chords, 5' oc throughout bottom chords, 12' oc throughout webs. 7-02-00. C-3x7.7 1 C-7x7.7 4"typ·',f stagger.ed at **Hanger to apply cone. / . load(s) to all members. '5-06-00 c.:5x11.9 C-5x6 12. . --=::::::::J4,00 ~AX LL DEFL = -.176" MAX TL OEFL • -.498" MAX HORIZ. LL DEF.L = MAX HORIZ. TL OEFL • ln1 L/240 = ll12 L/180 • .031" ll 8 .088" ll 8 CONO. 2: 2000.00 LBS DRAG LOAD. ITT ...., ~ I c:> C-7x9.4 C-3x7.7 CN-3x10.2 .879" 1.172" .. 14-02--08.:-t**l,8~0/1:, !Wedge required at heel (sl I Scale: 3/8" JOB NAME: A14 HELlX/SEAVlEW F.ILE NO.: A14 DATE: 9/25/2000 DES. BY:~ 5 SEO.: 1~4556 ~ t\. 18-02-00 WARNINGS: 1. RHd aN Gffl.ral Notu and Warn~~ b•fore cont1ructJon of tru11u. 2. BuMd« and «.ctlon contractor should b• •dvf11d of al Gen..a Not" and Wamlng• btfo,. con•tructlon commenCft'. 3, 1 x3 comprttslon w9'b br•dng must b• lnst,.._d wh•• shown + • 4. AN lat.,•I for« r•il,tlng fttmeinh 1uoh H J•mporary and p«manent bradng. must b• dulgn•d and proYldtd by dulgn• of compltt• atrvoturt. Computn.i• auumH no respon1lbMhy for •uch bracing, 6. No load should b• appMtd to any compontN\t untll •ft• all bradng and fHtH1w1 •r• compl•t•. and at no time thould any lotd1 .,..tw than dHlgn load, b• 1ppM.d to any oompon.nt, a. Compu1N1 ha, no control over and 111um" no r11pon11bNtty for th• fabrtcatlon.·handtlng. shlpm.,_t and lnttdatlon of component,. 7. Thi, dHlgn II fuml1hed •ubJIGI 10 the lmhatlon, on truH dHlgn1 HI fonh by th• Trun Pf•t• ln1tltut1 1n·hdng Wood Tru11n, H•-a1 •. a copy of which wM b• fumlshtd by Co,nputNI upon r.cr,ant. Th is des iqn prepared from computer inp~~Ca 1 if orn 1a~~Truss JARROD General Note1, unless otherwise noted: 1. Oes!gritosupportloadsasshown. Design conforms to UBC-97 AnVer: 1.07(1Ll-W 2. ~~~9~~~~~e!t t~~·~'lf-~~t. ~~!~oe~ti~~r;~· to be laterally braced at 3. 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation of truss 1s the respons1bihty of the respective contractor. 5. Design assumes trusses are to be used in a non-corrosive envtronment, and are for ·dry condition· of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage 1s provided. 8. Platea shall be located on both faces of truso, and placed 10 their center lines coincide wilh joint center hnP.s. 9. Digits inchcate size of plate m inches. 1 O. For basic design values of the Computrus Plate, indicated by the prefix "C", see I.C.B.O. R.R. 4211. . 11 · J~9<;,~'::f,'JV~r i~~lc;f;;i~i ~1:~~!1~~!fT!"u".~J. '.tr.~:~~. ·.~:;·o'~- CamQUTrus Inc. MAtWI I\C. fl 1lt1Nr'I , I N!11r41 f flll~fi • l r,MJ•111r11 t., ... ,rr.-i•, 11' 111111111111111 LUMBER SPECIFIC.ATIONS SIZE SPECIE .GRADE · ' PANEL (S) 'TOP CHORDS: 1-··s 2x 4 OF #2 BOTTOM CHORDS: 2x· 4 OF #2 1-5 WEBS: 2x 4 OF STD/STUD 1-7 TC LATERAL SUPPORT<• 12"0C, UON. BC LATERAL SUPPORT<= 12•oc. UON. 11111111111111111 IIIII IIIII IIIII IIII IIII TC UNIF LL ( TC UNIF LL ( TC UNIF LL ( BC UNIF LL ( 18-2-0 HIP SETBACK B-0-0 FROM'END WALL LOAD DURATION INCREASE• 1.25 + LOADING 32.0l +DL ( 2B.O)• 60.0 PLF 0' .O" T~ 8' 80.0) +OL ( 70.0)• 150,0 PLF B' .O" TO 10' 32.0) +OL ( 28.0)• 60.0 l?LF 10' 2.0" TO 1B' ,0) +DL ( 25.0)• 25.0 PLF o· .O"· TO 18' TC 'coNc LL ( TC CO"'!C LL ( 29B. 7) +DL ( 298.7) +CL ( 261. 3) • 261.3) • 560.0 LBS@ 8' 560.0 LBS@ 10' .o· 2.0· .O' VERT 2.0' VERT 2.0' VERT 2.0' VERT i ANSI/TPI I SINGLE MEMBER · FORCES · 4WRGD T 1• -3645 8 1• 3424 ,w 1• 93 .T 2• -3468 8 2* 3424 W 22 -100 T 3.,; -3325 B 3• 3325 W 3• 123' T 42 -346B B 4= 3424 W-4= 0 T 5• -:;3645 B 5• '3424 w 5• 123 W.6• -100 W 7• 93 LEFT,. 1430 RIGHT,. 1430 BEARING AREA REQUIRED (SO. IN) NOTE: 1X3 BRACING AT 24" O.C. FOR $t ALL FLAT TOP CHORD AREAS NOT SHEATHED. BOTTOM-CHORD CHECKED·FOR 10PSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. JOINT JOINT 1 "2.29 OF/ 3.53 HF/ 3.36 SPF 6 2.29 OF/ 3.53 HF/ 3.36 SPF ~ ~ I. 0 12 4.00i::;::::::="" 8-00-00 2~02-00· 8-00-00 C-5x7 .. 7 C-4x9.4 12 --=:::::J 4 . 00 MAX LL DEFL .. -.119" MAX' TL OEFL • -. c!59" MAX HORIZ. LL OEFL MAX HORIZ. TL OEFL • ~ ~ I 0 I!! 8 L/240 • @ 8 Li1BO • .039" I!! 6 .OB6" @ 6 .B79' 1.p2· C-3x9.4 C'-1. 5x2 .Q '· C-2.5x4.3 C-2.5x7.7 C-1.5x2.6 C-3x9.4 Scale: 3/B" JOB __ NAME: B14 HELIX/SEAVIEW FILE NO.:B14 DATE: 9/25/2000 DES. BY:~ SED.: 164895 Bv-t 18-02-00 WARNINGS: 1. R .. d • o.,. ... .a Not" and Warnings befor• oonstruotlon of trunN. 2. 8ulldw and •ffll•n oontrutor ahovhi?.Ja• advbed of .all Otntnl NotN and Wat'Nflg• b•for• con,truotlon oammtinoes. 3. 1 •3 oomprNtlon web bracing must b• ln1tallN whet"• thown -+ • 4. AN latwal tore• Htlltk\g ~~mtntt 1uc:h H temporary and permanent bracing, mu•t be de1lgnl'd and provided by dHlgnw of compl•t• 1tructur•. ComputNs •ISUfflH no ,.,pon•lblllty fOI' such bradng, 5. No load should be appNed to any componfflt untlt af1tt all bracing and f11tentn are complet•, and at no time should any load, g,Ntff than dHlgn loads be appHed to any component. 8, Compvtrut hat no control ovtr and attUfflff no '"pontlbhtty for the f•brtcatlon, h•ndllng, 1hlprnent and hut .. atlon of 00mponN1 ... 7. Thi• d"lgn It tuml,hed tublK't to the lmhatkm1 on tnn1,dHlgn1 HI forth by th• TNH Plllt• Institute 1n·anc1n1 Wood TNHH, H•·91 •. II copy of which wit b• fuml1httd by Cornputnas upon r.-qunt. : \ Th]J;_d~repared from computer input Q .,,LAH.BO General NOte11 unless otherwise noted: 1. Design to support loads as shown. Des j gn 2, Desi9n assumes the top and bottom chords to be laterolly braced at 2'·0 o.c. and at 12'·0" o.c. respectively. 3, 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation of truss is the responsibility of the respective contractor. 5. Design assumes trusses are to be used in a non•corrosive environment, and are for "dry condition" of use. 6. Design assumes full beanng at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is ~rov1ded. 8. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. 9. Digits indicate size of plate in inches. 10. for basic design values of the Computrus Plate, indicated by the prefix ·c·, see I.C.B.O. R.R. 4211. 11 · J°~9<;,~'rt.'1V~i ;~a:c~f;;·~i ~1:.1~!tt~!fr:~.~J. '.RN gf~~~. :C;!'i-01;. conforms tP. .. lJ.~.~-..:97 AnVer: 1.07 (1Ll -W MANt•fA.CH'AINtl • {tJQlr~£ER1~m • C.OMPl11E:R $1'<;Tfl',,c;; 11 111111111111111 ·LUMBER SPECIFICATIONS, SIZE SPECIE GRADE . • PANEL '(S) • TOP CHORDS: 2x 4 OF ·. #2 1-' 6 BOTTOM CHORDS: 2x 8 OF #2 1:.. 6 TC UNIF LL ( WEBS: · BC UNIF LL ( 2x 4 OF #2 5 BC UNIF LL ( I IIIIIMllll lllll lllll·IIIII IIIIUIII Im 1B-2-0 GIRDER TRUSS SUPPORTING 32-6-0 FROM 6-6-0 TO 1B-2-0 T 1• LOAD DURA TIDN INCREASE = 1. 25 +· t 2= T 3• LOADING T 4=· I T 5• 32.0) +DL ( 28.0)= 60.0 PLF 0' .0" TO 18' 2.0" VERT T 6= .0} +OL ( 10.0)• 10.0 PLF o· .0" TO 1B' 2.0" VERT 213.5) +DL ( 2B9.B)• 503.3 PLF 6' 6.0" TO 1B' 2.0" VERT . ANS!/TPI 1 -13200 B 1• -:-1309B. B 2= -9222 B 3• -9222 B 4., -12004 B 5• -139:46 B._ 6= LEFT• MEMBER FORCES 12522 W 1• 12522 W 2= 12476 W 3• 11436 W 4= 13232 W 5• 13232 4WRGD 30 W 6• -50 w 7= •3324, W B• -4442 W 9·,. 565B 4310 RIGHT·• 5536 -3202 231B -2054 1572 2x 4 OF STD/STUD 1-4. 6-9 TC LATERAL SUPPORT<= 12"0C, UON. BC LATERAL SUPP\)RT <• 12"0C, UON. BC CONC LL +DL• 2706. 0 LBS @ 6' 1. 5" BOTTOM CHORD CHECKED FDA 10PSF LIVE LOAD. JOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCUAAENTtY. ( 2 I complete trusses required. ~ Join together with 16d Box nails 12·1oc throughout top chords, 5•,oc throughout bottom chords, 12· oc throughout webs. Loads as given staggered at BEAR~NC3 AA~A AEGUIREO (SO ... IN)· JOINT JOINT 1 6.90 OF/ 10.64 HF/ 10.14 SPF 7 B.B6 OF/ 13.67 HF/ 13:03 SPF MAX LL -DEFL • -.113" @11 L/240 • MAX TL OEFL • -.376" @10 L/1BO • •MAX HORIZ. LL OEFL • .022"@ 7 MAX HORIZ. TL OEFL • .076"@ 7 .B79" 1.172" 9-01-00 9-01-00 ln -&= I C> Scale: 1/4" 12 4.00 i:::::::=7" JOl'L NAME: C14 HELIX/SEA VIEW' FILE NO.: C14 DATE: 9/25/2000 DES. BY;;EL SEIL: 164896 Ctk\ 12 ---=:::::::J 4 . 00 l C-7x7.7 C-7x9.4 l-72,7 06il 18-02-00 WARNINGS: 1. Rud al Gen.,al NotH and Warning, before construotlon of trua1H. 2, Bulld., and w.ctlon oontraotor •ho~ b• advl1H of al a.,.,,, Not" and WamJno• befor• oort1truo1fon oomm;.,.oe,, 3. h3 eomprH1lon wtb b,.ctng mutt be lnnaNtd whw• thown +. 4. AN 1,1.,,1 fore. re1l1tJng ttf•ments such at t•mporary and p«manent bradng, mutt be daslgned and provlditd by dHIQntr of complete ttNctur•. Computf\lt aHUmH no rnpon,lbtftty f!lr such bradng, 5. No load should be applled to any componwrt untA after al bradng and fast...-..,. ar• compl_,.•• and at no tlm• should any load, grHtet than dHlgn loads be appbd to any oompontnt. 8, ComputN• hH no control ov• and .. ,umu no r .. pon,lbllh:y for th• fabrication. handing, thlpm•t and lnlt .. atlon of cornpon.nta. 7. Thi• dulgn It MnlthN t~ to th• Imitation, on trun dulgnt Ht forth by the Truu flat• lnltltut• 1n•1radng Wood Tru11u, H•-11 •, • oopy of which wlll b• furnlthN by Com,utn,t -.on ,..,.m. ITT -=:}~ I C> hlge reQu1red at hee 1 (sl I This design prepared frcim corriput_er- General Notes, unless otherwise noted: 1. Design 10 support loads as shown. Design 2. Desi9n assumes the lop and bottom chords to be laterallv braced at 2'-0 o.c. and at 12'·0" o.c. rospoctivelv. 3, 2x4 Impact bridging or lateral bracing required where shown + t 4. Installation of truss 1s the responsibility of the respective contractor. 5. Design assumes trusses are to be used m a non-corrosive environment, and are for •dry condition" of use. 6. Design assumes full bearing at all supports shown. Shim or Wedge if necessary. 7. Design assumes adequate drainage is provided. 8. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. 9. Digits indicate size of plate 1n inches. 10. For basic design values of the Computrus Plate, indicated by the prefix •c•, see I.C.B.O. R.R. 4211. 11 · J~g<;,~flr'lV~f ;~~:c~f;;i~i ~1:!-:.::1~~f!fr;"ud.~J. 'Ziff~~. :~!';·ott. conforms to UBC-97 AnVer: 1.07 (1Ll -w TI•,, Cam~uTrus Inc. MAt.il•JA.Cf\'~ING , ENG1N[ERIN~. COMPl'IE'l <:.'w<-t(M<;. .111111111111111 LUMBER SPECIFICATIONS SIZE 'SPECIE GRADE PANEL (SJ TOP CHORDS: 2>< 4 OF #2 1-' 4 BOTTOM CHORDS: 2>< 4 . OF #2 1-4 WEBS: 2x 4 OF STD/STUD 1-5 TC 'LATERAL SUPPORT <• 12"QC, UON .. BC LATERAL SUPPORT<" 12"0C, UON. 11111111111111111 IIIII IIIII IIIII IIII 1111 14-1-0 TERMINAL HIP SETBACK 7-0-8 'FROM'ENO WALL LOAD DURATION INCREASE• 1.25 + LOADING TC UNIF LL ( BC UNIF LL ( 32.\)J +DL ( .. OJ +DL ( 28,0)• 22.6);, 60.0 PLF O' 22.6 PLF .O' .O" Tb 14' 1.0·• VERT .O" TO 14' . 1.0• VERT TC CONC LL( 453.BJ+DL( 397.1J• 850.9. LBS!! 7' .5" 7-00-08 7-00-08 l ANSI/TPI SiNGLE MEMBER FORCES 4WRGD T-1• -'2447 B 1• 2297 · W 1• BO T 2= -2129 B 2= 2297 W 2• -302 T 3• -2129 B 3• . ?297 W 3• 309 T 4,. -2447 8 4= 2297 W 4.,. -302 W 5• 80 LEFT• 1007 !UGHT • 1007 JOINT JOINT BEARING AREA REQUIRED (SO. IN) 1 1.61 OF/ 2.49 HF/ 2.37,SPF 5 1.61 OF/ 2.49 HF/ 2.37 SPF 12 4.00 c::;:::::a-- 12 ~4,00 MAX LL DEFL • -.060" MAX TL DEFL • -•, 130" MAX' HORIZ. LL DEFL = MAX HORIZ. TL OEFL • !!.7 L/240 • !! 7 L/180 • .020" I!! 5 ,.044" !! 5 .675" '.900" ITT -$t c:, Scale: 1/2" C-3X6 JOB NAME: A15 HELIX/SEAVIE~ FILE ND.:A15 DATE: 9/25/2000 DES. BY:,/? __5 SEO.: 164557 J\\.$' C-2.5x4.3 c:._1.5x2.6 .r WARNINGS: C-2.5x4.3 C-2.5x7.7 C-1.5x2.6 14-01-00 C-3x6 7'1'~ ?, c:, Jhis design prepared from computer input by Cal1fornia~Iruss General Notes, unless otherwise noted: ,ll\RAOD 1. Rud aN 0-. .... 1 Notff and Warnlfta.• b•fore oonstructlon of trv11u. 1. Design to support loads as shown. Des j gn 2. Dosi9n assumes the to~ and bottom chords to be laterally braced at conforms to UBC-97 AnVer: 1.07 (1Ll -W 2. Bultd'"' and wectlon contractor 1hou1d be advlted of al General Notff and Wamlng1 befoff comtructlon oommanCfl, 3. 1•3 comprHslon w.b bnidng must b• ln11alltd whw• shown +. 4, All latffal force rnlsttng elem.nits such •• temporary and pHmanent bradng, must be dHlgn.d and provldttd by da1lgn« ol completa 1true1ure. Computn,1 HIUfflH no '"pon1lblffty for 1uch bradng. 5. No load should be appbd to any componart untN •ft• •• bradng and fHlfflN'S are eompl•t•. and at no time 1hould any loads grHI., than design loads be appHitd to any componfflt. 8. CompU1Nt hH no control ov• and HsumH no ruponslbMhy for the fabrtcatlon. handlfng, shlpm.nt and lnstaNatlon of compontnt1. 7, This design 11 furnished subJeet to th• Imitation, on tn.111 dt1lgn1 set for1h by the ln,tt Pl••• lnsthU1e ln"Bradng Wood TrusH1, HlB-81". • copy of which wlU b• fumlshffl by Computn.11 upon r~unt. 2' .. Q o.c. and at 12' .. Q" o.c. respectively. 3. 2x4 Impact bridging or lateral bracmg required whore shown + + 4. Installation of truss 1s the responsibihty of the respective contractor. 5. Design assumes trusses are to be used in a non·corros1ve environment. and are for '"dry condition• of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is ~rov1dod. 8. Plates shall be located on both faces of truss, and placed so their center lines comc1de with joint center lines. 9. Digits indicate size of plate in inches. 1 o. For basic design values of the Computrus Plate, indicated by the prefix "C", see I.C.B.O. R.R. 4211. 11. Tho Computrus Not Section Plato is indicated by tho prefix "CN", tho designator ( 18) indicates 18 g.i:. material 1s used, All ot~e~s are _20 ga. CameuTrus Inc .. MAN\.'fACfl•l'.Ut-40, EPiQ1NfE'U~J'J, COIVIPl'lfR 5Y$1fM<:: -- lilllllllllllll LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL (5) TOP · CHORDS: . 2)( 4 OF #2 1,' 2 BOTTOM CHORDS: 2x 4 OF #2. 1, 2 WEBS: 2x 4 ·OF STD/STUD 1 TC LATERAL SUPPORT<• 12"0C, UON. BC LATERAL SUPPORT<= 12"0C, UON, -~ ~ I .c:, Scale: 3/8" 12 4.00 c::::::=""' JOB NAME: B15 C15 HELIX/SEAVIEW FILE NO.: 815 DATE: 9/25/2000 , b\5 DES. BY: /.? 5 . , (.,\°S SEO.: 164573 I IIIIII IIIIUIIIIUll lllll lllll'llll'IIII , .. ' TRUSS SPAN 14' -1, 00," LOAD DURATION INCREASE• 1.25 SPACED 24.0" O.C. ANSI/TPl,l SINGLE MEMBER FORCES T 1• -742 B 1• 7.00 'W 1• T 2= -742 8 2= 700 4WRGO 70 LL ( 16.0),+Dt ( 14',0) DL ON LOADING ON TOP CHORD• BOTTOM CHORD" TOTAL LOAD• 30.0 PS~ 5.0 PSF 35.0 PSF LEFT,. 493 RIGHT = 493 JOINT JOINT BEARING AREA REOUIREO (SO. IN) 1 .79 OF/ 1.22 HF/, 1.16 SPF 3 .79 OF/ 1.22 HF/ 1.16 SPF BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP ANO BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX LL OEFL • -.019" MAX TL OEFL • -.042" MAX HORIZ. LL DEFL • MAX HOAIZ. TL OEFL • @ 4 L/240 = @ 4 L/'180 • .006"@ 3 .014" @ 3 ',575• .900" 7-00-08 ,t C-1.5x2.6 14-01-00 WARNINGS: 1. Read al O"'entl NotH and Warning• before construction of tNHff. 2, BuKdM and .,ec:1101\ contractor sha'.\!fd b• advfHd of aa Q91eral Not" and Wamlng, b•for• conttructlon oomrilenc.t. 3, 1 ,c3 comprffslon w.b .braclrtg must b• lnsta11H whw• shown + • 4. AH lat«al fore• r••lttllla· .-•menu tuch •• t•mporary and pe,man..,t bradng, must b• dHlgn.cl and provldN by'de1lgn• of oompl..te 11ructure. Computrus as1um•1 no r•sponslbhtty for such bracing. 5, No lo•d should b• •ppRitd to any componant un1H aft., •• br•dng and fasten«• are complet•, and at no time should any loads grnter than d•slgn load, b• appll.cl to any compontnt. 6, ComputN, hH no control ovw and HIUfflH no rHpon,SbHhy for the fabrication, handllng. •hJpmen1 and ln1t1lllatlon of compon.ntt, 7. Thi, dnlgn I• furnished subJffl to th• lmh:atlon• on tNH dnlgns Ht forth by th• TruH Plate lntthut• 1n·aradn1 Wood TruHu. HIB-&1·. • copy of which wHI b• fuml,hH by Computru• upon request. 7-00-08 12 -o:::::::::J4.00 ~ =1$' c:, .:.,.., Jtlis de~...i.91Ll1£..EWJ1red from computer input by Cali fornia~Jruss JARROD General Notes, unless otherwise noted: 1. Design to support loads as shown. Design 2, Desi9n assumes the top and bottom chords to be laterally braced at 2'·0 o.c. and at 12'·0· o.c. respectively. . 3. 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation of truss 1s the responsibility of the respective contractor. S. Design assumes trusses are to be used in a non-corrosive environment. and are for •dry cond1t1on" of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is provided. 8. Plates shall be located on both faces of truss, and placed so their center hnes coincide with joint center lines. · · 9. Digits indicate size of plate in inches. 10. For basic design values of the Computrus Plate, indicated by the prefix •c•, see I.C.8.0. R.R. 4211. , , . J~ig<;,~rtr'lm rn~:c~f.;;i~i 'i:~';,!!tt~!ff~e,:ts~d. tt ~;~:'s ~<;!';·ot~:. conforms to UBC-97 An Ver: 1. 07 ( 1L) -w CamEuTrus Inc. MANLIFACl\.lRrNr,. ENGINEERING. COMPllf(R SY!l:lf"'S ... l'UIIIIIIIIIIII- LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL:(S) TOP CHORDS: 2)! 4 OF. #2 1,' 2 BOTTOM CHORDS: 2x 4 · OF #2 1, 2 WEBS: 2x 4 .OF STD/STUD 1, 2 TC LATERAL SUPPORT<• 12"0C, UON. BC LATERAL SUPPORT<= 12"0C, \JON. in ¢t I C) Scale: 3/8" 12 4.00 ~ J.Q!3~AME: 015 HELIX/SEAVIEW FILE NO.: 015 DATE: 9/25/2000 DES. BY: .;:3'_;5' SEO.: 164593 t:)\s I IIIIIIIIIIHllll 111111111111111'11111111 TRUSS SPAN 13'-3.25" LOAD DURATION INCREASE• 1.?5 SPACED 24.0" O.C. LOADING ANS!/T~f} SINGLE MEMBER ·FORCES T .1• -655 B 1• 618 W 1• T 2= 0 8 2• 618 W 2= LEFT= 464 RIGHT = 4WRGO 66 -665 465 LL( 16.0)+DL( 14.~ OL ON ON TOP CHORD• BOTTOM CHORD = TOTAL LOAD• 30."0 PSff 5.0 PSF 35.0 PSF BEARING AREA REGUIREO (SO. IN) JOINT JOINT 1 . 74 OF / '1.15 HF / 1.09 SPF 3 .740F/ L15HF/ 1.09SPF BOTTOM CHORD CHECKEO FOR 10PSF LIVE LOAD. TOP ANO BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX LL DEFL • -.015"@ 4 L/240 •· MAX TL DEFL • -.033~@ 4 L/180 • MAX HORIZ. LL DEFL = .005"@ 3 MAX HORIZ. TL DEFL • ·.011"@ 3 .634"· .841/" 7-00-08 6-02-12, ,t C-1.5x2.6 13-03-04 WARNINGS: 1. Rqd all Gen«al NotH and W•mlna• before conrtNatlon Ot tru11n. 2. 8ulfd• and «Ktlon con1ractor ahout4 b• •dvbed of all General Notn and Wamlng• b•for• con,tNctlon commanoes. 3. 1 x3 comprH1lon wftl bracing must be lnt1aa1N1 wh•• shown + • 4. AN lat-.1 force rHlstlng -'•mtnts sud, •• ternpor...-y artd p..-manent bracing, must be deslgnfll and provided by dulgnei of complete structure. Cornputru, aHUmH no rHpon11bllfty for such bradng. 5. No load should b• appNN to any component untN aft• 111 bradng and fast-,,.,, ar• compl .. •, and at no time should any loads grHt• than dnlgn load, be 1ppbd to any component. 8, Computna1 hH no control ov• and HIUfflH no fffponslblllty for th• fabrication, handltng, shipment and lnstdatlon of compon.nU. 7. Thi• dnlgn II fumlshN 9\lblffl to the Imitations on tn.111 dnlgns Ht forth by th• TfVH Plate lns1tu1t• ln·lradn1 Wood TN11n, H•·•r, • copy of whk:h wMI be fumlthe-d by CDffllKl'INI upen nquNt. 12 -s::::::::::J4.00 {TJ Ji This design prepared from computer input by California Tru~~ o.lARB_OO General Notes, unless otherwise noted:, 1. Design to support loads as shown. Des 1 gn 2. Desi9n assumes the top and bottom chords to be laterally braced at 2'·0 o.c. and at 12'·0" o.c. respectively. 3. 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation of truss 1s the responsibihtJ of the respective contractor. 5. Design assumes trusses are to be use in a non-corrosive environment, and.are for "dry condition" of use. · 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is provided. 8, Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. 9. Digits indicate size of plate in inches. 10. For basic design values of the Computrus Plate, indicated by the prefix •c•, see I.C.B.O. R.R. 4211. 11 • J~g<;.~~t.'l\'llr i~lc~~.:=~i~i ~1!1~:1~':\'!fr:t~!'J. '.l:~ g;~~ ~~:101~. conforms to UBC-97 AnVer: 1.07 (1L) -w CamEuTrus lnc. Ma.Nl'fAtTllRING, ENGINEfAING. COMP~ITER C:Vf.fEMS ~ tllllllllllllll- LUMBER SPECIFI°CA TIONS SIZE. 'SPE_CIE GRADE PANEL (S) TOP. CHORDS:. . ' 2x _4 OF ' #2 BOTTOM CHORDS: 1,1' 2 2x 4 OF #2 1, ;? WEBS: 2x 4 OF STD/STUD 1-3 TC LA1ERAL SUPPORT <• 12··oc, UON, BC LATERAL SUPPORT<= 12"0C, UON. Ln ..., $,t C, 12 4.00c:::;:::::"'"" 7-00-08 l~lllllllil TRUSS SPAN 11' -7. 00" .LOAD DURATION INCREASE• 1.25 SPACED 24.0" O.C. LL( 16:o)+DL( 14.0) DL ON LOADING ON TOP CHORD• BOTTOM CHORD TOTAL LOAD• 30 .. 0 PSJc 5.0 PSF 35.0 PSF . ' BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP ANO BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. C-5x6 ~-0~ ;;,,:::p,j- c~1.5x2.6 4-06-08 12 ~4.00 ] 7 ...... C, I ..... ANSI/TPI SINGLE MEMBER FORCES T 1• -482 B 1• 454 . W 1;. l 2= 0 B 2= 4~5 W 2_• W 3• LEFT• 406 RIGHT • · JOINT JOINT BEARING' AREA REOUIREO (SO. 1 .65 OF/ 1.00 HF/ 5 .65 OF/ 1.00 HF/ MAX LL OEFL • -.009"@ 4 L/240 • MAX TL OEFL • -.020"@ 4 L/180 • MAX HORIZ. LL OEFL • ,004"@ ·5 MAX HORIZ. TL OEFL • .ooa·@ 5 4WRGD 73 -524 -136 .404 IN) .96 SPF .95 SPF . 550" .733" . ,k 11-07-00 Scale: 3/8" JOB NAME: E15 HELIX/SEAVIEW FILE NO.: E15 DATE: 9/25/2000 OES. BY:4..:5 SEO.: 1646_00 tAS WARNINGS: 1. RHd al GenMal Notff and WMNr'(11.,1 b•f.,... oonstNc:tlon of trutt••· 2. Buld., and -,ec1lon contractor should b• advised of aM Genwal Notff and Wamlng1 b•for• con,truc:tlon commenCN. 3. 1 x3 compr•nlon w.a» bracing must b• tnstafted wh•• 1hown -+ • 4. AH lat.,at fore• resitting -.C•mantl 1uch H temporary and p..,man.,..t bradng. must b• dHlgnM and provld.-d by dNlgn• of compll't• .tructur•, Computru1 HIUfflH no rHpon•tbHhy for •uc:h bradng, 6, No load should b• appllitd to any compon.,., un1II aft« aN bradng and fastfflffl are complfle, •nd at no time should any loadr great« than derlgn load, b• appHitd to any component. 8. Computrus has no control over and HsumH no respon11bffhy for th• fabrfcatlon, handling, shipment Mtd Inst.nation of components. 7, Thi• d••lgn ls futnl1h1td subJltC't to th• Imitations on tNH dfllgn, set for1h by th• TNn Pl••• ln•thut• Jn•aradng Wood TruHft, H18-91 ", • copy of which wlll b• fumtsht'd by Computru1 upon r.-quHt, This desj_9ILt!repared from col!!P.!Li:J1Lllli!Ut Q'LJ;.ll Ji f orn ia Truss ,JARROD General Note,, unless otherwise noted: 1. Design to support loads as shown. Design 2. Design assumes the top and bottom chords to be'laterally braced at 2'·0 o.c. and at 12'·0" o.c. respectively, 3. 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation of truss 1s the respons,b1hty of the respective Contractor. 5. Design assumes trusses are to be used in a non-corrosive environrrient, and are for "dry condition" of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is provided, 8, Plates,shall be located on both faces of truss, and placed so their center lines coincide with Joint center Jines. 9. Digits indicate size of plate m inches. 10. For basic design values of the Computrus Plate, indicated ,by the prefix •c•, see I.C.B.O. R.R. 4211. 11. The Computrus Net Section Plate is indicated by the prefix ·cw, the designator (18) indicates ,18 ga: material is used. All ot~ers are 20 ga. conforms to UBC-97 An Ver: 1. 07 (1L) -w r.tAN!.•FACf\.1RING. E'"'!Gl,-.,fERlN:i. i:O,_.P~ltfR SVCJ£MC:. _.., HIIII II I II IIII LUMBER SPECIFICATIONS SIZE . SPECIE GRACE PANEL (S) . TOP CHORDS: 2x 4 OF ,2 1-. 4 BOTTOM CH!)RDS: 2X B OF ,2 1-4 WEBS: 2x 4 OF STD/STUD. 1-6 2X -8 OF ,2 7 TC LATERAL SUPPORT<• 12•oc, UON. BC LATERAL SUP~ORT <• 12·oc. UON. LOAD AS GIVEN. 7-00-08 TC UNIF LL I BC UNIF LL I BC UNIF LL I I llllll.lllll 111111111111111 1111111111111 11-7-0 GIRDER TRUSS SUPPORTING 8-o-0 FROM 3-6-0 TO 11-7-0 LOAD DURATION INCREASE• 1.25 + LOADING I 32.0) +DL ( 28.0)• 60.0 PLF O' ·.o•· TO 11' .OJ +DL( 10.0)• 10.0 PLF o· .o• TQ 11' 48.0J +DL I 57.0)-: 105.0 PLF 3' 6.o· ro 11 • BC CONC LL+DL• 1088.0 LBS 0 3' 5.5" 4-06-08 7.0" VERT 7.0" VERT 7.0" VERT ANSI/TPII SINGLE MEMBER FORCES 4HRGD T 1• -4270 8 1• 4051 W 1• 1307 T ,2,. -1739 B 2• 4051· w· 2• -2499 T 3• -1743 8 .3• 1452 W 3•' 913 T 4• -'1530 8 4• 0 w 'A• 240 W 5• -333 W 6• 1569 W 7• -1146 LEFT• 1471,. RIGHT• , 127'7 BEARING AREA REQUIRED (SO. IN) JOINT JOINT 1 2.35 OF/ 3.63 HF/ 3.46 SPF 9 2.04 OF / 3.15 HF I 3 .. 00. SPF MAX LL DEFL •· -.025" I 6 L/240 • MAX TL 'OEFL • -• 129" I 6 L/ 180' • . MAX HORIZ. LL OEFL • .oos· I!! 9 MAX HORIZ. TL OEFL • .02B" C 9 .550" ..733" 12 4.00C::::-.12 ~4.00 NOTE: HANGERS ATIA(1-IED TO TIIE BOTTOM CHORD WILL IL<\ VE 1.5" ;1.iAX. NAIL PENETRATION. !Hedge reQutred at heel Isl I ·LC'l ..... ¢,t I c::, ~,= -9 ' ' = , ,-" , , ~ , r7 J C-3x7.7 C-7xH.9 C-7x7.7 C-4x7.7+ 4" TYP. ~ , --~3'-0;;a-5--;;o'=8--t 1 1030, 11-07-00 Scale: 3/8" JOB NAME: F15 HELIX/SEAVIEW CALIFORNIA TRUSS [JARROD) WARNINGS: General Notaa, unleaa otherwlae noted: ,. RNd al a-.r NotN -,d w~w--Ion ot -· 1. Dealgn to aupport load• H ahown •. Design conforms to UBC-97 AnVer: 1.0711Ll 118I 2. •-Mid-Ion oontnlClor lhouN be acMood of o1 Gonwal Not" and 2. D1'9lpn Haumea the ,toP. and bottom chord• to be laterally braced at wom1ngow.,.oonotructlon oom_,_ 2 -0 o.c. and at 12 -0 o.c. reapectlvely. · 3. 2x4 Impact bridging or lateral bracl!)jl recommended where ahown + + 3· 1x3 oomprNllon wob bracing -bl....,_ wh .. ohown + • 4. lnatallatlon of truu la the iesponalblhty cif the reapective contractor. 4. All lat ... foroa ,_..Ing elatMnt• IIUCh .. t•mpon,y and pwmanwit bradng. 6. Design aat1umes trus1e1 are to be used In a non-corro•ive environment. muttt be dNlgnN and provkllttd lty dNlan-of oompM't• etructura. and are for *dry condition• of use. computrw HwmN no ,..onalbllfty for auch bracing. 8. De~dgn n•umes full bearing at all support• ahown, Shim or wedge If 6. No load thoufd b• applltd to any oompon-.t w,tl aft• al bracing and necea11ry. faoton .. are oornplot• -,d at no time ohoufd any loado -t• than dMlgn 7, Oeaign auumea adequate draln!!Qe i• provided. loado b• apphd to ... ; component. e. rn':!.~!~ld~e ~;~l~nf~~~~ :i: of truu, and placed ao their center e. Computrw h•• no oontrol ova, and NWmN no NN9poneN>ltty for th• 9, Dlglte.fndfcate wize of plate In inches. fabdootlon, hondllnt, ohlpmont and lnotolatlon of oompOMnt•-1 O. For ba1lc design values of the Computrua Plate, Indicated by the prefix 7, Thie dNlgn lefumlohod eubjoct to tholmltatlon .. n t..,..doolgne eotfonh •c•, 1ee I.C.B.O. R.R. 4211. by thll TNN Plot• lnetNut•ln"Bndng Wood r-. HIB-91", • copy of 11. The Computrua Net Section Pl11_te la Indicated by the prefix "CN", the which w• b• lwnl.tt.cl by ComputNeupon re,qu-.t. de.lgnator (18) indicates 18 oa. material i• used. All oth_er• are 20 ga. FILE NO.: F15 DATE: 9/26/2000 DES. BY: BS SEO.: 164604 :f\5 MAMJFAClUflNn • IENOrNEERtNG COMPUTER SYSTEMS "' lilllllllllllll LUMBER SPECIFICATIONS SIZE ·SPECIE GRADE PANEL.(S) TOf' CHORDS: . 2X 4 OF #2 1J 5 BOTTOM CHORDS: 2ic 4 DF ,2 1-5 WEBS:. 2x 4 DF STD/STUD 1-7 TC LATERAL SUPPORT<-12"0C, UON. BC LA!ERAL SUPPORT<= 12"0C, UON. tn ...... $t I 0 12 4.00 c;:::::::-- 8-00-00 C-1.5x2.6 1111111111111111111m111111111111111111 18-_0-0 HIP SETBACK 8-0-0 FROM END WALL LOAD DURATION INCREASE• 1.25 + LOADING TC UNIF LL ( 32.0) +DL ( 28.0)• 60.0 PLF o· .0" TO a· .o• VERT TC UNIF LL ( 80 ... 0) +DL ( 70.0)"' 150.0 PLF 8' .0" .TQ 10' .O" VERT TC UNIF LL ( '32.0) +DL ( 28.0)• 60.0 PLF 10' .0" TO 18' .O" VERT BC UNIF LL ( .O)+DL ( 25.0)• 25.0 PLF O' .0" TO 18' .o· VERT TC CONC LL(. 298.7)+DL( TC CONC LL( 29B.7)+0L( 261.3)• 261.3) = 560.0 LBS@ 8' 560.0 'LBS@ 10' .o• .o· ff"UI c;.,.Sx9.4: C-2.5x4.3 2-00-00 C-4x9.4 C-2.5x7.7 8'-00-00 C-1.5x2 .6 12 ~4.00 l ANS'!/TPI SINGLE MEMBER FORCES T 1• -3603, B 1• 3384 W 1• J 2= -3422 8 2= 3384 w·2= T 3• -3281 8, 3-3281 W 3• T 4,. -3422 B 4,. 33B4 W 4= T 5• -3603 B 5• 33B4 W 5• W 5,. ·w 7• LEFT• 1415 RIGHT • JOINT JOINT BEARING AREA REQUIRED (SO. 1 2.26 OF/ ~.49 HF/ 6 2.26 OF/ 3.49 HF/ MAX LL OEFL = -.117"@ B L/240 • MAX TL DEFL • -.253" @.8 L/180 MAX HORIZ •. LL DEFL = .03~" @ 6 MAX HORIZ. TL DEFL • .084"@ 6 ~ ~ I 0 4WRGO 93 -105 122 (> 122 -105 93 1415 IN) 3.33 SPF 3.33 SPF .871" 1..161" }. 18-00-00 Scale: 3/8" JOB NAME: A16 HELIX/SEAVIEW FILE NO.: A16 DATE: 9/25/2000 DES. BY:/.:55" SEO.: 164558 Al.4> WARNINGS: 1. Rod all G«i«al Note, and Warning• b•for• oonnructlon of tNIHt. 2. Bulfd« and •Kt.Ion contractor sho~~ be adY11ed of all o..,.,.. Notn and Wamlng, befo,. construction oomm..,Cfl. 3. 1 x3 compression w.t, bracing must be &n,taNtd wh.,• shown +. 4, AN lateral for~ rHl1tlng efemtntt such H temporary and pwrmanent bradng, must b• de1lgn•d and provided by dHlgner of complete structure. Computru• HsumH no tffpon15bllfty for 1uch bracing. 6. No load 1houfd b• appNH to eny component un1N attw al bradng and fashn.,.. ar• complet•. and at no time 1hould .ny loads g,Ntw than dHlgn lo.di b• appHtd to any compontnt. 6. Computru1 hH no control ovw and H1umn no rnpon11bNhy for the fabrfc.tlon. handllng, 1htpment IN'!d ln111Natlon of oomp•nentl. 7. Thi• dHlgn 11 fumf1h&'d •ub)ect to tho lmlt1tlon1 on tNH doslgn1 nt forth by th• TN11 Ptato lnnhuto1n·al'IICkl1 Wood Trv""· HB-11·. • oopy of which wNI bit fumlthN by Computru1 upon r-.aut. Jhis design prepared from computer 1nput bY California Truss ,H!RROD General Notes, unless·otherwise noted: 1. Design to support loads as shown. Design 2. Desi9n assumes the to~ and bottom chords to be laterally braced at 2'·0 o.c. and at 12'·0" o,c. respectively. 3. 2x4 Impact bridging or lateral bracmg required where shown + + 4. lnstallat1on of truss 1s the responsibility of the respective contractor. 5. Design assumes trusses are to be used in a non-corrosive environment, and are for "dry condition" of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is provided. 8. Plates shall be Jocateil on both faces of truss, and placed so their center lines coincide with joint center lines. 9. Digits indicate size of plate in inches. 10. For basic design values of the Computrus Plate. indicated by the prefix "C", see J.C,B.O, R.R. 4211. 11. The Computrus Net Section Plate is indicated by the prefix "CN", the designator 1181 indicates 18 ga. material is used, All others are 20 ga. conforms to UBC-97 AnVer: 1.07 (Ill -W ,..ANl.•FACtl'IUNG, EUGTNEERING. CONIPl,ltER !--'W''S,1£M$ .\ 111111111111111 LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL (S) TOP CHORDS: 2x 4· DF #2 1-1 4 BOTTOM' CHORDS: 2x 4 PF #2 1, 2 WEBS: 2x 4 OF STD/STUD 1-3 TC LATERAL SUPPORT<• 12"0C, UON. . BC LATERAL SUPP!)RT <= 12"0C, UON. 9-00-00 I llllll lllll lllll lllll'IIIIIIIIII IIII IIII TRUSS SPAN ·18'-.00" ·LOAD DURATION INCBEASE • 1 . 25 SPACED 24,0" O.C. LL ( 16 .0) +OL ( 14 .0) DL ON -LOADING ON ·TOP CHORD • BOTTOM CHORD,. TOTAL LOAD• 30.0 PSf' 5.0 PSF 35,0 PSF BOTTOM CHORD CHECKED -FOR 10PSF LIVE LOAD. TOP ANO BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY . 9-00-00 . I . ANSI/TPI SINGLE MEMBER · FORCES T 1• -1291 B· 1• 1'214 W 1• T 2= -942. B 2= 1214· W 2=, T 3• -942 W 3• T 4= ,-1291 LEFT• 630 RIGHT • 4WRGO -346' ~50 -346 630 BEARING AREA REOUIRED (So.· IN) JOINT JOINT 1 1.01 OF/ 1.56· HF/ 1.48 SPF 5 1.01 OF/ 1.56 HF/' 1.48 SPF MA~ LL DEFL • -.041" MAX TL OEFL • -.088" MAX HORIZ. LL OEFL • MAX HORIZ. TL OEFL • @ 6 L/240 @ 6 L/180 • .014" @ 5 .030" I! 5 .871" 1.161" 12 4.00 c::::==="' C-4x4.3 4 3" :a' 12 -c:::::::::J4.00 Ln .... ~ I c:, Scale: 3/8" JOB NAME: 816 HELIX/SEAVIEW FILE NO.: 816 DATE; 9/25/2000 DES. BY: ~-5" SEO.: 164574 'b\\p .f C-2.5x7.7 18-00-00 WARNINGS: 1. Rnd aN G.nHal NotH and Wlffllngt ll•fore constrvc:Uon of tNHH. 2. BuUdw and w.-ctlon contractor tho~d be advised of al GWltral Not .. and WMnlng• btfore con1truc11on comfflences. 3. 1 x3 comprt11lon wR bracing must b• Inst.UN wh•• 1hown +. 4. AN lateral fore. rnl,tlng elements such •• temporary and p«rnanent bradng, must be d .. lgned and provld.d by clfflgnw of complet• strvcture, Computru1 assumH no rHpon,lblttv, for tuch bracing, 15. No load should b• appMtd to MIY oornponen1 un11 afttr al bradng ,1nd fas1Mn ar• comple1e, and at no time ,houfd any loads Ql'Htw than dnfgn load• b• applftd to any component. 8. ComputN• hH no connol ov• and anum" no '"Pon•lbNhy for 1h• l•brlcatlon, handing. 1hlpment and ln11 ... 11on of oornponents. 7. This d•slgn I• fumleh.d •ult)kt 1• th• lmltetlon• on trvs• dnlgn• ,.,. forth by the Tn,,11 Pt•1• lndltute 1n·araan1 Wood Ttus•"• H•-11•1 • copy of which wM be fumlthed lty Cornputntt upon reqvnt. ui .... ::1$ I c:, This c:!es ign prepared f~om como1.1ter inou~t-1! General Notes, unless otherwise noted: 1. Oes!gn to support loa~s as shown. · Design conforms to. UBC-97 AnVer: 1.07 (IL) -W 2. ~~~9~~is~::~r:1t~~-~W ~~-~~~:,Oe~t/;,~Y~~s to be 1atera11v braced at 3. 2X4 Impact bridging or lateral bracing required where shown + + 4. Installation of truss 1s the responsib1hty of the respective contractor. 5. Design assumes trusses are to be used in a non-corrosive environment, and are for •dry condition" of use. 6. Design assumes full bearing at all supports shown. Shorn or wedge ii necessary. 7. Design assumes adequate drainage is provided. 8. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. 9. Digits indicate size of plate in inches. 10. For·basic design values of the Computrua Plate, indicated by the prefix •c•, see I.C.B.O. R.R. 4211, 11 • J~:9<;,~'WNV~f i~lc!t;;i~i ~1;~~:t~!ff~~.~J.1.t:N g~~~. :~!ltot~~- MAN1.'F.A.Cll1RING, ENCilNFERIN'i., COMPl11£R $Y~f(Mo; ., lflllllllllllll LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL (5) TOP CHORDS: 2x 4 OF #2 1-16 BOTTOM CHORDS: 2x 8, OF #2 1-·6 WEBS: 2x 4 OF STD/STUD 1-9 TC LATERAL SUPPORT<• 12"0C, UON, BC LATERAL SUPPORT<= 12"0C, UDN. ,.;--:.."' ; ~~ Loads as· given. I lllllllllll 111111111111111 11111 11111111 18-0-0 GIRDER TRUSS SUPP.ORTING 8-0-0 LOAD DURATION INCREASE• 1.25 + . L!)AOING TC UNIF LL ( 32.0l +OL ( 2B.O)• ·60.0 PLF o· :O" TQ 18' BC UNIF LL ( 48.0) +OL ( 67.0)= 115.0 PLF O' .0" TO 18' BC CONC LL+DL• 1984.0 LBS@ 8' 1.5" BC CONC LL+DL= 2144.0 LBS!! 12' 10,B" ( 2) complete trusses reQuired, mJoin together with 16d Box nails staggered at 12• oc throughout top chords, 12• oc throughout bottom chords, 12· oc throughout webs. 9-00-00 9-00-00 .o• VERT ,o• VERT ANSiiTPI J MEMBER FORCES 4WRGO T 1• -8898 B 1• 8442 T 2= -8100 B 2= 8442 T 3• -7226 B 3• 7706 T 4= -7226 B 4= 7504 T 5• -7886 B 5• 10722 T 6= -11302 B 6= 10722 LEFT• 3260 W ·1-468 W 2=' -832 W 3• ,2598 W 4= -2650 W 5• 4518 RIGHT • W 6• W '7= w 0- W ·9= 4018 IN) -2016 1932 -3644 2,612 JOINT JOINT BEARING AREA REOUIAEO (SO. 1 -5.2·1 OF / 8.05 °HF / 7 6.43 OF/ B.92 HF·/ 7.67 SPF 9.46 SPF MAX LL DEFL • -.046" @11 L/240 • MAX TL DEFL • -.292" @11 L/180 = 1MAX HORIZ. LL OEFL • . 009" @ 7 MAX HORIZ. TL OEFL = .056"@ 7 .871" 1.161" 12 4.00 c:::::=='" 12 -c::::::::::J4.00 **Hanger· ·to apply cone. load(s) to all members. -~ ¢,t I C> CN-Jx10.2 Scale: 3/8" JOB NAME: C16 HELIX/SEAVIEW FILE NO.: C16 DATE: 9/25/2000 OES. BY: /.:35' SEO.: 164584 C-\lp C-5x6 C-5x6 .f C-3x7.7 C-7x7:7 C-7x7.7 , 1 C-7x9.4 4'~tY.P·/ s701~oa .. **198'1{/I ~ 1 Z.:-10-. 12 18-00-00 ,!It,~ C-3x7.7 CN-3x10.~ 1**2144/1: ~ ~-I C> !Wedge reQuired at heel Isl"! This design prepared from computer input by Cali for.nia Tr:u!l.s. JARRQO WARNINGS: 1. RHd al GWIHal NotH and W1mlnga b•for• constNc1lon of tna11ff. 2. ~"!!-:.;:::::1:n:;::t:n°':r:,!::.~dvlaed of aM General Nolff and 3. 1 x3 comprH1lon witb bracing mu,t b• 1ntta1N whw• thown + • 4. AN latHal fo~ rHlstlng .t•mwit• such at 1•mporary and petman11nt bradng. must b• d•1lgnK and provld•d by d•~lgnet of complfle structu,•. Computrus auum•• no , .. ponslbllhy for tud1 bracing. 6. No load shoufd b• appllHI to MlY componW1t untll •ff« alf bradng and fHtffl9ft are cornpltt•, and at no tlrn• thould any lo.di grHtw than dfflgn loads be applltd to any compontnt. 6. Computru• hH no control ov.,. and aHumu no r••ponslbAlty for th• ;abrlcatlon, handllng, shipment and lnstaflatlon of compontnts. 7. Thi• d•tlgn I• fumbhl'd subject 10th• Nmhatlons on truH dfflgnt Ht forth by th• Trust Plat• Snsth~• 1n•sradng Wood Trutlff, HIB-91 •, a copy of which wlll b• fumlsh•d ~y Computrus upon re-qufft. General Not111 unless otherwise noted: 1. Design to support loads as shown. Des j gn 2. Desi9n assumes the to~ and bottom chords to be laterally braced at 2'-0 o.c. and at 12'·0· o.c. respectively. 3. 2x4 Impact bridging or lateral bracing required where shown + + 4, Installation of truss 1s the respons1bihty of the respective contractor. 5, Oesrgn assumes trusses are to be used ma non·corros1ve environment, and are for ·dry condition" of use. 6. Design assumes full bearing at all supports shown, Shim or wedge if necessary. 7. Design assumes adequate drainage is provided. 8, Plates shall be located on both faces of truss, and placed so their center lines co11'lcide with joint center lines. 9. Digits indicate size of plate in inches. 10. For basic design values of the Computrus Plate, indicated by the prefix "C", see 1.C.8.0. R.R. 4211. 11. The Computrus Net Section Plate is indicated by the prefix "CN", the designator I 1 Bl md,cates 18 ga. material is use<;f. All others are 20 ga. conforms to UBC-97 An Ver: 1. 07 I 1L) -W CameuTrus Inc. MI\NLIFACH..'nlNG, ENOIN'EERIUG. C0"1Pll11:R S'rSl[M<:. ,f 1111111 I.II 1111 LU"IBER SPECIFICATIONS SIZE .SPECIE GRADE PANEL IS) TOP CHORDS: 2')( 4 OF ,2 1-7 BOTTOM CHORDS: 2)( 4 OF #2 1-7 WEBS: ·2x· 4 · OF .STD/STUD 1-H TC LATERAL SUPPORT<• 12·oc. UON. BC LATERAL SUPPORT<• 12·oc, UON. I llllll lllll 111111111111111 1111111111111 22-4-a· STUB HIP SETBACK 8-0-0 FROM ENO WALL LOAD DURATION INCREASE• 1.25 + ANSI/TPI SI~GLE MEMBER FORCES 4WRGO L(!AOING TC UNIF LL I TC UNIF LL I TC UNIF LL I BC UNIF LL I 32.0) +DL I 80.0) +DL I 32.0) +OL I .0) +DL I 28.0)• 70.0) • 28.0) • 25.0) • TC CONC LL ( 298.7) +OL ( TC CONC LLI 29B.7)+0L( 60.0 PLF o· .o· TP 7' 150.0 PLF 7' 8.5" TO 14' ·so.O PLF 14' · 4.5" TO 22' 25,0 PLF o· ,0" TO 22' 261.3)• 560.0 LBS O· 7' 261.3) • 560.0· LBS I! 14' e.5" 4.5" T· 1• T 2• . T 3• T 4• B.5" VERT T 5• 4.5" VERT T 6• 4.5" VERT T 7"!' 4.5" VERT -4518 B 1• '4207 W 1• 91 W 7• 39 -4549 B 2• '4207 W 2• 1B7 W B• -555 -,4376 8 3• '4828 W 3• 422 W 9• 443 -4853 8 4• 4828 W 4• -625 W10• 25 -4451 B 5• '4853 W 5• 63 W11• 95 -4628 8 6• 4429 W 6• 35 -4713 8 7• '4429 LEFT• 1823 RIGHT• 1799 BEARING AREA REQUIRED ISO, IN)' 1 2.92 OF/ 4.50· HF/ 4.29 SPF NOTE: 1X3 BRACING AT 24" O.C. FOR $ JOINT JOINT B 2.BB OF/ -4.44 HF/ 4.23 SPF ~LL FLAT TOP CHORD AREAS NOT .SHEATHED. . 12 4 .00 v?"' 7-08-08 6-08-00 C-5x9.4 C-5x9.4 MAX LL DEFL • -.212" 112 L/240 • 1.090" MAX TL DEFL • -.459" @12 L/180 • 1.453" MAX HORIZ. LL OEFL' • .065" 0 8 MAX HORIZ. TL OEFL • .140" I! 8 8-00-00 C-2.5x7.7 C-2.5x4.3 !Wedge required at heel (s)! C\J c::, $t . c::, Scale: 3/8" JOB NAME: A17 HELIX/SEAVIEW FILE NO.: A17 DATE: 9/26/2000 DES. BY: BS SEO.: 164559 A" C-2.5x4.3 C"'2.5x4.3 0.25" C-1.5x2.6 C-2.5x7.7 C-1.5x2.6(NS) C-2.5x4.3 C-2.5x7.7 C-1.5x2 .6 C-3xtt.9 C-5x 11. 9 (S) WAIIIIIING8: 1, Rood al 0-NotN andW ...... IMION--NOllon of-. z. ·----lon--orlhoiU IM lldvlood of al 0-NotNand Warning• b.,ore oonatNOtlon oomnMftOllil. 3, 1x3 oomp-wob l>rodng muot 1M lnstolld where shown +. 4. Al lat..i , __ Int....,._, ouch ••tomp....., and,......,_,. bracing, ffltJet b• dNignitd and provided by chalgna-of oomplat• .. ruotura. Computrue aNUmN no ,..,..,.-.iy fM iiud, IM'adng. 6. No load llhould be -,,.,IN to wr, oompoMnt untl aft• all bradng and fa.C:1W111N1 are oomplet.•. and at no tlm• .ttouhf any loadt ••t• than detfgn klade b• appltd to any oomponent. e. Cornputrue hH no oontrol ovw and ...umN no Ntpon61tty for th• fabtlcatlon, handing, thlprnent and IMt: .. atlon of OOfflf)OnW1te. 7. Thlo dNlgn le lumlohld """loct to tho lmltatloru, on tNN dNigno Ht forth by th• Tt11• Pl•t• ln.thut• 1n·11nc1ng Wood Tn,-... Hla-e1 •• • oopy of which wNI be fum141h.cl by Computrue upon ""IOM! 22-04-08 CALIFORNIA TRUSS [JARROD) General Note,, uni.,., otherwl1t1 noted: 1. 01181Qn to 1upport load• n 1hown. Design conforms to UBC-97 AnVer: 1.07 UU (181 2, ~1P';.~'~":t t~,!~ !~. ~:~':'ti~':;~• to be laterally braced at 3, 2x4 Impact bridging or lateral bracing recommended where 1hown + + 4. lnotallatlon of truH I• the reopontlblllty of the r01pectlve contractor. &. Oealgn .. ,umea trus1e1 are to be uaed In • non-corro1lve environment, and are for "'dry condition'" of u,e. · 6, 001lgn uoum"" lull bearing at all oupporto 1hown. Shim or wedge If necenary. 7. D01lgn n1umes adequote drainage I• ~rovided. 8. PlatOI •hall be located on both faces of truH, and placed oo their center lln"" coincide with Joint center lines. 9. Digit• Indicate alze of plate In lriche9. , 1 O. For bulc d01lgn values of the Computrua Plate, Indicated by the prefix •c•, •eo I.C.8.0. R.R. 4211. 11. The Computrl,. Net Section PIJte 11 indicated by the prefix "CN", the dealonator (181 indicate. 18 ga. material ia u.ed. AU ot~r• are 20 oa. IMHUFACTUnlNQ • ENn!Nf'rmNG • t;:OMMlfER &YSlfMS . .,, 1'11111111.111111 LUMBER SPECIFICATI°ONS SIZE 'SPECIE GRADE PANEL (S) TOP CHORDS: 2x 4 DF #2 1..! 4 BOTTOM CHORDS: 2x 4 DF 112 1-3 WEBS: 2x ·4 OF STD/STUD, 1-6 TC LATERAL SUPPORT<• 12"0C, UON., BC LATERAL SUPPORT <= 12"0C,. UON. I llllll 111111111111111 1111111111 1111-1111 TRUSS SPAN 18'-2.50" LOAD DURATiON INCREASE• 1.25 SPACED 24.0° O.C. LL( 16.0)+DL{ 14.0) OL ON LOADING ON TOP CHORD • BOTTOM CHORD= TOTAL LOAD• 3o.o Psr 5.0 PSF 35.0 PSF BOTTOM CHORD CHECKED FOR 10PSF ~IVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. ANSI/TPI T 1• T 2=< j SINGLE MEMBER ..,730 B 1• FORCES 0 · W 1• -900 El 2= 716 W 2= -941 B 3• T 3• T 4= -1295° 1219 W 3• W 4= W 5• W 6• LEFT • 634 RIGHT • 4WRGO -610 743 -186 240. 45 -343 640 BEARING AREA REO.UIREO (SO'. IN) JOINT JOINT 6 1.01 OF/ 1.57 HF/ 1.49 SPF 5 1.02 OF/ 1.58 HF/ 1.51 SPF NOTE: 1X3 BRACING AT 24·" 0. C. FOR j ALL FLAT TOP CHORD AREAS NOT SHEATHED. $· MAX LL DEFL • -'-.031'" @ B L/240 • MAX TL OEFL • -.067"@ 8 L/180 • .001· 1.175• 5-06-08 2-08..,00 .10-00.-00 ( Scale: 1/4" 12 4.00 i::;:::::--- JOB NAME: 817 HELIX/SEAVIEW FILE NO.: 817 DATE: 9/25/2000 DES. BY: ~ _:f' SEO.: 164575 ~\, C-5x6 C-4x6 18-02-08 WARNINGS: 1. RHd al Gfflwal NolH and Warnings b1fore construction of trutlff. 2. Bulldw and ffactfon contractor ,Howld be •dvl1itd of .. Gener-' Notff and Warning• b•fore construction oomfflenon. 3. 1x3 compr•11lon web bf•dno mutt bo lnttalhtd wh•• shown +. 4. AN lat«al force rnl1Ung· 4tl•m-,t1 tUch H, t•mporary and perman.nt bradng, must be dnlgnff and provldtd by d"lgn• of complitte ttructure. Computru• HsUmff no rnponsJblltty for such bradt1g. 6. No load 1hould be applied to any oom'ponwit untl •ft• al bracing and f11tNtltf'I ar• compld•, and at no time 1hould any load, grfftw than design load, b• appNtd to any component. 6. Computru, h11 no control ovw and a11um" no '"pon11bllty for th• fabrication, handllng# ,hlpm_,t and lnst .. atJon of oo,nponN1t1. 7. Thi, dfflgn 1, tuml1htd •ubfNt to the lll'llt1tlon1 on tNII dfflgn• Ht forth by th• Trv•• Plate ln1tltut• 1n•1radng Woed Trv,, ... Ha.91 •. • oopy of which wll II• bnl•hN lly Cen,pvtn.1• upon ,..,"1. 12 --.::::::::J4.00 MAX HORIZ. L( OEFt • .010"@ 5 MAX HORIZ', "TL OEFL • .021· ~ 5 LC1 ..... :}~ ,, 0 This design prepared from co'mpu~er input__b_y___Cal I f-orn1a Trus~ JARROD General NotH, unless otherwise noted: 1. Oesjgn1osupportloadsasshown. Design conforms to UBC-97 AnVer: 1.D7(1L)-W 2. ~~~S~~~r~';{!/~i·~'bP. ~~~-~~!~oe~li~':i;~• 10 be lalerallv braced al 3. 2x4 Impact bridging or lateral bracing re~uired where shown + + t &1:!r~~~~~u~;~ut~~~:;~~::~~0~:1~~~d i°n ~~~~~~r~!i:e c:~r~~:ent,, and are for •dry condition" of use. 6. ~~~i~:.~~umes lull bearing al all supports shown. Shim or wedge if I CamRuTrus Inc. ~: ~,:~~9s" sh9aif~eio~:re~u~~ ~~:t,~9c~!s DP,r~~i::,dand placed so their center ............... -.- lil')e~ c9inpide w!th joint cen,te~ tines. MANl•FACt\.'AII\IG. ENGtf-lFHlt",1(,. COMPl'fEll f-'f',;TEMot; 9. 01g1ts 1nd1cate size of plate 1n inches. 1 O. For baste design values of the Computrus Plate, indicated by the prefix •c•, see I.C.B.O. R.R. 4211. 1'1. The Compu1rus Nel Section Plate is indicated by the prefix "CN", the .designalor. 1181 iridi~a1es 18 ga. material is used. All others are 20 ga. 111111111111111 LUMBER SPEC IF I CA TI ONS SIZE SPECIE GRADE PANEL (SJ TOP CHORDS: 2x 4 OF f2 1-' 3 BOTTOM CHORDS: 2x 4 OF . #2 1-3 WEBS: 2x 4 OF STQ/STUO 1-5 TC LATERAL SUPPORT<• 12"0C, UON. BC LATERAL SUPPORT <= 12"0C, UON. i-llllll lllll lllll lllll 111111111111111111 TRUSS SPAN 1B'-2.50" LOAD DURATION INCREASE-• 1.25 SPACED 24.0' O.C. LL( 16.oi~DL( 14.0) DL ON LOADING ON TOP Ct-jORD • BOTTOM CHORD• TOTAL LOAD• 30.0 PSit 5.0 PSF 35.0 PSF BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRE~TLY. . I 1. ANSI-/TPI SINGLE MEMBER FORCES 4WRGD 'l -1--732 B 1• 0 w 1--599 T, 2= -732 B 2= '1206 W 2z 713 T 3• -1280 B 3• 1206 .w 3• 99 w '1• -549 W 5• 57 -LEFT• 634 RIGHT• 641 BEARING AREA REQUIRED (SO. IN) JOINT JOINT 5 1.01 OF/ 1.56 HF/ 1.49 SPF 4 1.03 DF / 1.58 HF/ 1.51 SPF MAX LL DEFL • -,036" MAX TL OEFL --:oeo· MAX ,HQRIZ. LL DEFL • MAX HORIZ. TL OEFL • I! 7 L/240 • I! 7 L/180 • .009" I! 4 .020· I! 4 .BB1' 1.175' 6-10-0B 11-04-00 { 12 4.00 i:;::::::="" C-2.5x7.7 C-1.5x2.6 12 ~4.00 Ln -=i~ I 0 :~ .,, .. ,k 18-02-08 Scale: 1/4" JOB NAME: C17 HELIX/SEAVIEW FILE NO.: C17 DATE: 9/25/2000, OES. BY: ./.,5?_5 SEO.: 164585 ·t\l WARNINGS: 1. RHd •• GenN'al Not" and Warning, before oon,tNctlon of tn,11 ... 2. BuMdw and «.ctlon oontraator eho(Md be advtHd of al Genw-' Not .. and W1mlng1 befor• oon1tn,ctlon oomrri-,,o.e. 3. 1x3 compr"1lon w.tl bradtig must be instaNtd whwe shown +. 4. Al lattrll force r•1l111ng ·elem ant• auch H temporary and pwmanent bradng. must be dHlgnH and provldN by ilfflgnW of cornplat• stn,atur•. Computru1 auum•• no rnpon,lbllfty fw such bradng. 5. No load ,hould be applld to any oomponent untN aftar •• bndng and fast-,.,. arit complt1•, and at no time thould any load• put., than dulgn load, be appUtd to any component. e. ComputNI hH no control ovw and as,um" no rflponslbltty for th• fabrfQtlon, handNng, shlpm-,t and lnstdatk»n of oompon.nts. 7. Thi, dHlgn ,. tumllhN subtect to the Imitation, on tNH dHlont .. , forth by th• Truu Plate Jntthut• 1n•1nq Woed TNHff, H•-•1 •• • oopy of which w• b• fumlthff by CoMputn,1 upoin NqUNt. This deJUfill~~i!J'ed frQm coinouter input b General Not11, unless otherwise noted: 1. Design to support loads as shown. Des j gn 2. Dooi9n a11ume1 the top and bottom chords to be laterally braced·al 2'·0 o.c. and at 12·.o· o.c. respectively. 3. 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation of truss rs the responsibihty of the respective contractor. 5. Design assumes trusses are to be used in a non-corrosive environment, and are for ·dry condition· of use. 6. Oes1gf1 assumes full bearing at all supports shown. Shim or wed9e if necessary. 7. Design assumes adequate drainage is provided. B. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. 9. Digits indicate size of plate in inches. 10. For basic design values of the Computrus Plate, indicated by the prefix ·c·, see l,C.B.O. R.R. 4211. · 11, The ComP4trus Net Section Plate is indicated bv the prefix "CN", the designator.(181 indic_ates 18 ga. material is use_d. All others are 20 go. conforms to UBC-97 An Ver: I . 07 I IL) -W CamP-uTrus Inc. MANVFACH.IRING • ENGl~~EERtNG • COMPllTER S'JSTEMS ... 11111111111111 LUMBER SPEC IF I CA HONS SIZE SPECIE GRADE PANEL (SI TOP CHORDS: 2x 4. OF #2 1 BOTTOM CHORDS: 2x 4 OF #2 1 WEBS: 2x 4 OF STD/STUD TC. LATERAL. ·suPPORT <• 12 "OC. UON. BC LATERAL SUPPORT<= 12"0C. UON. C-1..5x3.4 -~·· 0 I --I -- C-'1.5x3.4 12 ~4.00' • C'-2.5x4.3 ,t LI:, ( TRUSS SPAN 4'-10.0" LOAD DURATION INCREASE• 1.25 SPACED. 24.0" O.C. LOADING 16.0)+Dl( 14.0) ON TOP CHORD• DL ON BOTTOM CHORD= TOTAL LOAD• I IIIIII IIIII IIIII IIIII IIIII IIIII IIII IIII 30,.0 PSFf 5.0 PSF 35 .. 0 PSF. BOTTOM CHORD CHECKED FDR 10PSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT·NDN-CONCURRENTLV. Ln ...... J$ 0 . I _ANSI/TPI S.INGLE MEMBER 3B. B 1• FORCES 0 W 1• 4WRGD -129' T 1• LEFT JOINT JOINT 179 RIGHT = 159 BEARING AREA RE GUI.RED (SG. IN) 3 0.29 OF/ 0.44 HF/ 0,42 SPF 2 0.25 OF / 0.39 HF / 0.37 SPF· ,k 4-10-00 Scale: 1/2" JOB~NAME· 017 HEL~VIEW FILE NO.: 017 D\1 DATE: 9/25/2000 DES. BY: /? _:5' SECl.: 164594 4-10-00 WARNINGS: 1, ftHd •• Gffltrar Notn and Wamlna• before oon11ructlon of tNHff. 2, Bulld« and e,tcdon oontr1ctor 1h°'*9 b• advlHd of aM GWieral Not" and W1mlng1 before con•tructhtn commwu, ... 3. 1x3 compr•nlon w.tl bradng mutt be ln1t1N~ wh•• 1hown -t-• ,t, AN f•t••I force , .. t,tlng -,•mentt ,ubh H temporary and p«manitnt bradng, mu,t be detlgnff and provld.-d by dfflgnw of compl.t• ,tructure. ComputnJt HIUfflH no re1pon1lblffty for 1uch bracing. 5. No load should b• appN.cl to any compon«1t unOI aft« an bradng and fasten.Ht ar• comp1.,•, and at no tlm• should any load, grHtet than design load, b• appHN to any componitnt. 8. Computrus hH no control ove, •nd •11umn no , .. ponslbllhy for th• fabrication,. handllng. shlpmtint and lnstalfatlon of components. 7. Thlt dHlgn 11 fumlsh•d 1ubJ.c1 to th• lrnh:atlon1 on trun designs HI forth by th• TruH Pf•t• ln1tkut• ln"8raclnli Wood ln&Hff, HIB-&1•. • copy of which wlll b• ftH'nlthftf by Computrus upon r.qu.st. Jhis design prepared from computer input by California Truss J.NlRQ.0 General Notes, unless otherwise noted: 1. Design to support loads as shown. · Design 2. Desi9n assumes the top and bottom chords to be laterally braced at 2'·0 o.c. and at 12"·0" o.c. respectively. 3. 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation of truss 1s the responsibllny of the respective contractor. S. Design assumes trusses are to be used in a non•corros1ve environment, and are for "dry condition· of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is provided. 8. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. 9. Digits indicate size of plate in inches. 10. For basic design values of the Computrus Plate, indicated by the prefix ·c·. see I.C.B.O. R.R. 4211. 11 · J~iis<;.~':'J~Y~r i~~fc!f.";'~i ~1!.'~!,~~Y!f~~"u~~J. ~ff g1~:s ~9~;-ot~~- conforms to UBC-97 An Ver: B 2 I 1LI -F CamEuTrus Inc. M-'Nl'FACWRING, EN'3tr,EER1~4G. COMPlrTER svsrEff,S • 11111111111111 LUMB.ER SPECIFICATIONS · SIZE 'SPECIE GRADE · ' PANEL (S) ' TOP CHORDS: ' 2X 4· DF 1#2 1.! 5 BOTTOM CHORDS: 2X 4 OF #2 1-5 · WEBS: 2x 4 OF STAND 1-7, 9 2x 4 OF STUD-'B TC LATERAL SUPPORT<: 12"0C, UON. BC ~ATERAL SUPPORT<• 12"0C, UON, I llllll lllll lllll 111111111111111 11111111 19-0-0 MONO HIP SETBACK 8-0-0 FROM END WALL LOAD DURATION INCREASE• 1.25 + TC UNIF tL ( TC UNIF LL(. BC ·UNIF LL ( 32 .Q) +!)L ( 80.0) +DL ( ,O)+DL I LOADING 20:01- 10.0)2 25.0)• 60,0 PLF O' 150 .. 0 PL:F 8' 25.0 PLF O' .O" TO B' .O" TO 19' .O" TO 19' TC CONC LU 29B.7)+0L( 261.3)= 560 .. 0 LBS@ B' .o· BOTTOM CHORO CHECKED FOR 10PSF LIVE LOAD. TOP ANO BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. .. o• VERT .o• VERT .o• VERT ANSI/TPI SI~GLE MEMBER FORCES ·4WRGO T 1• -3700 B 1• 3475 W 1• f:!3 W 6• 1297, T 2• -3527 B 22 3475 W 2= ..,94. W 7= . -12'73 T 3• -3385 B 3• 3279 W 3• 59 W 8• 2575, T 4= -3279 B 4= 2181 W 4= 126 w. 9,, -1667 T 5• -2181 B 5•, 0 · W 5• -595. LEFT• '1448 RIGHT~ 1717 BEARING AREA REQUIRED (SO. IN) JOINT 1 2.32 OF/ 3.58 HF/ 3.41 SPF JOINT 11 2.75 OF/ 4.24 HF/ 4.04 SPF MAX LL DEFL • -.118"@ B L/240 •' .921" MAX TL DEFL = -.255"@ B L/1B0 * 1,228" NOTE: 1X3 BRACING AT 24" 0. C. FOR /11-~L FLAT rn'p ·CHORD AREAS ·NOT SHEA THEO . $ MAX HORIZ. LL DEFL • .032" @11 LO ..... .~ I, 0 C-3x9.4 12 4.ooi::::::==--- B-00-00 C-2.5x4.3 C-1.5x2.6 C-4x9.4 C-2.5x7.7 MAX HORIZ. TL OEFL = .071" !!11 ·11-00-00 $ . c~2.5x4.3 C-2.5x6 C-5x.6 C-2.5x6 C-5x6 19-00-00 Scale: 3/8" JOB NAME: A1B HELIX/SEAVIEW DATE: 9/26/2000 DES. BY: EE SEO.: 164890 (\('6 WARNINGS: 1. Rffd al 0.netal NotN and W~ ~•fore oon1tNCtlon of tNIHI. 2. Bulldtr and er..:tlon oontraotor •hould b• advised of .. Oen•al Notfl and Warnings b•for• con,tNotlon oofflffl9\Cfl. 3, 1 x3 compr1t11lon wN bracing mutt b• ln1taled wh.,• shown + • 4, AN lat.,,1 fore• rHltttng .. •ment1 1\lch •• t•mponirv and permantnt bradng, mutt be dHlgnitd and provided by d"IIP'I• of coinplet• ttrvctur•. ComputNs •11umn no rinponslblltty for such br•dng. 6, No load should b• •ppled to any camponent un1N aft« al bradng and fH1"1tf'S •r• comp1*1•. and at no tlm• ahould any loads grHter 1h1n dnlgn toad• b• •ppHfll to any compon.,t. 8. ComputN1 hH no control ovw and a11umN no rHponsllHtty for th• fabrfeatlon. handllng, shlpm.-.t end lnn•N•11on or-eomponants. 7. Thi• dftlgn 1, furnished subjwct to th• Nmttatlon• on trun dHlgns set forth by th• Trun Pl•I• lnsthut• tn·Bram'lg Wood Trv••"· HtB-91 ". • copy of which wlll b• fuml1h.-d by Co,nputru, upon r.-qufft. ' General Notes, unless otherwise noted: 1. Design to support loads as shown. Design conforms to UBC-97 AnVer: 1.07 (1L) -W (18) 2. ~~g9~~~"i'~e!t t~;.~Y? ~~-~~!~oe':;'ti~?;~• to be laterally braced at 3. 2x4 Impact bridging or lateral bracing recommended where shown + + :: lS1!!f~~~~~u~!~ut~!!:~~::~~0;:i~~~J i°n' ~~eo~~~g~,~t!i:e c:riii,!~~Cnt, and are for "dry condition" of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is pro,vided. 8. Plates shall be located on both laces of truss, and placed so their center lines coincide with joint center lines. 9. Digits indicate size of plate in inches. 10, For bas,c design values of the Computrus Plate, indicated by the prefix ·c·, see I.C.8.0. R.R. 4211. 11. The Computrus Net Section Plate is indicated by the prefix "'CN·. the designator t 18) indicates 18 ga. material 1s used. All ot~rs are 20 ga. M-'Pll'FA.CH,IRIN'j. 9'l';';t~lEE'11t,~, O:."JMPl•TER 5,Y<;T(P_,<:: "" I ff 111111111111 LUMBER SPECIFICATIONS S'IZE 'SPECIE GRAOE · ' PANEL (SI ' TOP CHORDS: ' 2x, 4 'OF 1#2 1.! 4 BOTTOM CHORDS: 2x 4 DF 1#2 1-3 WEBS: 2x 4 DF STD/STUD. 1-6 TC LATERAL SUPPORT<• 12"0C, UON. BC LATERAL SUPPORT<= 12"0C, UON. NOTE: 1X3 BRACING AT 24" 0. C. FOR $ ,ALL FLAT TOP CHORD AREAS NOT SHEATHED. '<1' 0 I CD o,. I ru Scale: 3/B" C-3x4.3 JOB NAME: B1B C18 D18 HELIX/SEAVIEW WARNfiGS: 9-00-00 I llllll lllll 111111111111111 1111111111111 TRUSS SPAN 19'-.00" LOAD DURATION INCREASE• 1.25 SPACED 24.0" 0.C. 'LL( 16.0)+0L( J4.0) DL. ON LOADING ON TOP CHORD• BOTTOM CHORD= TOTAL LOAD~ 30.0 PSF 5.0 PSF 35.'0 PSF BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP ANO BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. -2-0l,.;0'.l ~,r ' ,r 10-00-00 C-4x6 C-2.5x4.3 c-3x4.3 C-2.5x7.7 19-00-00 12 -.::::::::::i,1.00 . l ANSI/TPI SINGLE MEMBER FORCES T 1• -1072 8 1• Q I W 1• r 2= -121B B 2= 1072 W 2= T 3• -1273 B 3• 1403 W 3- T 4• -1494 W 4• W 5• W 6• LEFT• 654 RIGHT • JOINT JOINT BEARING AREA REQUIRED (SG. 6 1.05 OF/ 1.62 HF/ 5, 1.0~-OF/ 1.67 HF./ MAX LL DEFL ·.• -. 047" MAX TL OEFL • -.101" MAX HORIZ. LL OEFL • MAX HORIZ.. TL OEFL ;, ~ j¢ I 0 @ 8 L/240 • I! 8 L/1B0 • .012·@ 5 .025" @ 5 This design prepared from computer input b General Notes, unless otherwise noted: 4WRGO -625 1162 ..;391 158 84 -196 676 IN) 1.54 SPF 1 .59 SPF .921 •. 1,.22B' \1\'b G\G 1. Rud al Gtntral Notu and Wamlng, befor• construction of tNHff. 2. luMd., and .,Ktlon oontractor fllo'utd be advised of .. Genw., Notes and 1. Design to support loads as shown. Des j gn 2. Desisn assumes the top and bottom chords to be laterally braced at confof\1115.. to UBC-97 ~ ...... , •. AnVer: 1.07 (1Ll -8 FILE NO.: B18 DA TE: 9/25/2000 DES. ev:.zL SEO.: 164891 p\'o Warnings b•for• oon,tNctlon oommNlon. · 3. 1x3 comprfftlon web bradn9 must be ln1talitd wh.,. shown +. 4, AN lateral force resisting .;,•ment1 such H temporary .nd permantnt bracing, muS1 b• dulgn-«1 and provldN by d"lgn• of compl"• atructUt'•. Computrus HsumH no fNponslbutty for such bracing. 5. No lo•d thould b• applied to any compon.nt untM •ft• all bradng and fHtffltn are compfet•. and •t no time 1hould any load, grNtw than dHlgn load, bt appHed to any component. 6. Computrua hH no control over and aHUfflff no rNpon,lblltty for th• fabrtcatkm, hancNlng, ahlpment and lnttalatlon of compon.nta. 7. Thia d"'gn It tumlNIN tub)ec:t to th• lmlt•tlon, on tNH dnlgnt ,at fonh by th• TNaa Pllt• lnstkuto ln•lfadng Weotf TNHN, H•·•1'", • MflY of whldt ..... fumlthN Illy COfflPUINa upon ........ 2'·0 o,c. and at 12'·0" o.c, respectively. 3. 2x4 Impact bridging or lateral bracing required where shown + + 4. lnstallat1on of truss 1s the responsibihty of the respective contractor. S. Design assumes trusses are to be used in a non·corros1ve envrronment, and are for '"dry condition· of use. 6. Design assumes full bearing at all supports shown. Shim or wedge 1f necessary. 7. Design assumes adequate drainage is P.rovided. S, Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center ltnes. 9. Digits indicate size of plate in inches. 10. For basic design values of the Computrus Plate, indicated by the prefix •c·, see I.C.B.O. R.R. 4211. 11 • J~g';.~ro':'lY~f ;~lc!f;~i~~ ~1.:.1~:1~1!ff~"u~~J. ti ~r~~ ~Cf!'tot~. MANVFACTllAING. ENGINEERING. COMlllllfEA ~YSlEM"J • l'ftllllllllllll. LUMBER SPECIFICATIONS .SIZE 'SPECIE GRADE .' PANEL (SI , TOP CHORbS: 2x 4 OF #2 1,'' 2 BOTTOM CHORDS: 2x 4 OF #2 WEBS: 2x 4 OF STANO 1. 2 TC LATERAL SUPPORT<• 12"0C, UON. BC LATERAL SUPPORT<= 12"0C, UON. u, .¥ ?}-= C-2.5x4.3 Scale: 1/2" JOB NAME: A19 HELIX/SEAVIEW 12 4.00c,:::::::"'" .f I . I llllll lllll lllll lllll 111111111111111111 TRUSS SPAN B'-4.00" LOAD DURATION INCREASE• 1.'25 SPACED 24.0" D:C. LOADING LL i 16. 0) +OL ( 14. 0) ON TOP CHORD DL ON _BOTTOM CHORD= TOTAL LOAD• 30.0 PSF .5.0 PSF . 35.0 PSF BOTTOM CHORD CHECKED FOR 10PSF ·LIVE LOAD. TQ~ ANO BOTTOM CHORD, LIVE LOADS ACT NON-CONCURRENTLY. C-1.5x2.6 C-1.5x4 .3 C-2.5x4.3 8-04-00 "SI" = I ..... C> I (T) A~-~I/TPil .S'INGLE MEMBER FORCES T 1 • . -319 B 1• . 300 W 1• T 2=·. 0 W 2= LE;Fl JOINT JOINT 293 .. RIGlH ~ BEARING AREA REQUIRED (SQ. 1 . 47 OF / . 72 HF / 4 .46 OF/ .72 HF ( 4WRGO . -.332 -113 290 IN) .69 SPF .68 SPF WARNIIGS: Goner.a Not11, unlesa otherwise noted: Design conforms to UBC-97 AnVer: 1.07 (1Ll -W (18) DATE: 9/26/2000 DES. BY: EE SEQ.: 164874 A~ 1. RHd •• oen...e NotN and Wamln"Q. ltefor• oonatrvctJon of tn111N. 2. luNdw and ..-Mt.Ion oontractot 1houid be advl1N of all Oenwal Notff and Warning• b•for• oonl1Natlon oomtnwtoet, 3. 1 x3 compr•tslon wllb btaolng mutt II• klttalled Vfh•• 1hown +-, 4. A• lat«at force r••ltting ... mentt tuoh H iemporary and perman.nt bradng. rnu,t b• dfflgn.cl and provklff by dfflgnw of oompl-,• rtl'\lcturo. Computrvt aHumet no , .. ponslblth:y lor ,um bracing. 6. No load 1houtd b• appNN to any componlflftt untll aft-, aN b,.dng and fattMHt are compl•t•. and at no tlm• thould 1ny load, grHtw 1han dHlgn load, b• appllfll to any component. 8. Computru, hat no control ov• end auumn no r"pon11bfff1y for th• fabrication. handffng. ,hlpmtnt and lnst.rla11on of components. 7. Thi• d .. lgn 1, fumlshf'd •~Ki to th• Nrnhatlon1 on truu dHlgn• Ht forth by th• Trun Pl•t• lnsthut• ln·Bndng Wood Trunff, HIB-&1·, a copy of which wl" b• hJmlth4Kf by Computn.11 upon tflttl•tl. 1. Design to aupport loads as shown. 2. g~~ll~.~~·~~e!/~;.~'lf. ~~-~~!~"e~ti~':/;~• to be laterally braced at 3. 2x4 Impact bridging or lateral bracing recommended where shown + + :: ~:!r~~t!~~u~~~ut~!~~~~::~~0b!1~~~d i°,; ~t;:,~~~~~r~'!Y:e c:;ir,!~~ent, and are for •dry condition· of use. 6. Design assumes full beaqng at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is provided. 8, Plates shall be located on bo1h facf!11 of truss, and placed 10 thetr center lines coincide with joint center Imes. 9. Digits indicate size of plate in rnches. 1 O. For basic design values of the Computrus Plate, indicated by the prefix •c•, see I.C.8.0. R.R. 4211. 11. The Computrus Net Section Plate is indicated by the prefix ·cN·. the . designator { 18} indicates 18 ga. matenal ts used. All others are 20 ga. r,ou,,1111.• 11•111~1,1, 1n1<ir111111"'• r•·r...~1•111t1t•~· lfM•, .. I_IHIIIIIIIIIII LUMBER SPECIFICATIONS SIZE · SPECIE GRADE · PANEL (S) • TOP. CHOROS: 2x 4 OF #2 1 ' BOTTOM CHORDS: 2x 4 OF #2 1 WEBS: 2x 4 OF STD/STUD 1 TC LATERAL SUPPORT <• 12"0C, UON·. BC LATERAL.SU~PORT <= 12"0C, UON. C-1.5x2 .6 f ~ lO -I --I - ,c-i .. 5x2 .6 Scale: 1/2" JOB NAME: 819 HELIX/SEAVIEW FILE NO.: 819 DATE: 9/25/2000 DES. BY:U,_ SEQ.: 164875 b\°\ I llllll lllll lllll 111111111111111 11111111 · TRUSS SPAN 5'-,00" LOAD OURATidN INCREASE~ 1.25 SPACED 24·.0' O.C. ~~~I/TPii. T 1• SINGLE MEMBER o B 1• FORCES ci W 1• 4WRGO . -150 LL( 16.0)·+DL( 14.0) DL ON · _LOADING ON TOP CHORD • BOT.TOM CHORQ TOTAL LOAD• 30,0 PSf 5.0 PSF 35.0 PSF LEFT• 175 RIGHT • 175 JOINT JOINT BEARING AREA REQUIRED (SO. IN) 3 ,,28 OF/ .43 HF/ .41 SPF 2 .2B·OF / ,43 HF./ .41 SPF BOTTOM CHORO'CHECKEO FOR 10PSF LIVE LOAD. TOP ANO BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. 12 ~4.00 :.0 -j$· C> I I ·C-2.5x4.3 ,! 5-00-00 WARNINGS: 1. RHd •• Gen111111 Notff and Wlffllnt• ... , .. con,tNctlon of tNIHI. 2. BulldN' and einctlon contractor tho~ be advl1K of aN Ganwal Notes and Warnings b•fore con1trvcllon oommlll'ION. 3. b3 comprn,lon wtb bradng must be lnttaNR whw• shown t, • 4. All lat«al force rff1sttna' -'•ment, ,uc:h H temporary and p•manent bracing. must be dHlgned and provided by dHlgnw of complete structure. Computru1 auumH no rffpontlblltty for 1uch bradng. 6. No load •hould b• appMa-d to any oomponant untH aft• all bradng and fHtmen •r• compl•t•, and 11 no tlm• should any load, great• than dH1gn loads be app .. d to any compontnt. , 6, ComputNs has no control ovw and HIUfflH no responslbUfty for th• fabrication, handling. shlpmMt and ln,tanatlon of components, 1, This design I• fumlshft subJ.-ct to th• lmf1a1lon1 on tNH dHlgn, Ht forth by th• TNH Plat• lnsthut• ln·&radng Wood TNHH, Hte,91 •. • copy of which wHt be tuml1he-d by Computn.11 upon r~nt. Tt> i_S _t:l_e__s_l_Q!l..J:!I'.!!. ,,U._RAOO General Note1, unless otherwise noted: 1. Oesjgn to support loads as shown. ......., De.s. 1 !!" conforms to . UBC-97 An Ver: 1. 07 ( 1LI -W 2. g~~S~-~~s~"i{:t t~!,~'lf-. :~~-~~!~oe~ti~~f;~s to be laterally braced at "'-1.-..,_.~111•111,il. l-••111111!111!1•-------------• 3. 2x4 Impact bridging or lateral bracing re~uired where shown + + I L,-.,, ,. I :: !;1:!~~~t!~~uo~~~ut~!~:~~;:~~06':i~~~IJ i~ ~~~~~~~~r~t~y:e c:;irr~"..:~ent, and are for ·dry condition'" of use. 6. Design assumes full bearmg at all supports shown. Shim or wedge if necessary. 7. Design assumes adequi!ite drainage is P.irovided. B. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. 9. Digits indicate size of plate m inches. 10. for basic design values of the Computrus Plate, mdicated by the prefix "C", see I.C.B.O. R.R. 421.1. 11 • J~9~~~~~Y~i .~~c~rec:i~i ~1::~:t~~~!ft!euds~d. ·~n ~:~~~ :7:;·o·~:. M•NtlFA.CTl'RING • EHo:i1NEE~•N'l • CCt/PLl?Er. '-'1<.TfM~ "· 111111111111111 fllllll lllll'llrll:1111111111 111111111-1111 i LUM8!;'.R SPECIFICATIONS 20-0-O·HIP SETBACK 8-0-0 FROM .END WALL SI~GLE MEMBER FORCES LOA[! DURATION. INCREASE • 1.25 + T ANSI/TPI 1• -4154 2s -4013 3• -3799 e· 1-3901 w 1-~5. 4WRGO W 7• W B= W 9• W10= W11• -,-268 SIZE ·SPECIE GRAOE · ' PANEL (S) • TOP CHORDS: 2x 4 OF #2 1-' 6 BOTTOM CHORDS: 2x 4 OF #2 1-8 WEBS: 2x 4 OF SID/STUD 1-11 · TC LATERAL SUPPORT<• 12"0C, UON. BC LATERAL SUPPORT <= 12"0C,. UON. NOTE: 1X3 BRACING AT 24" O. C. FOR $ AL_!..___ElAT TOP CHORD AREAS NOT SHEATHED. Ln ...... $t C> 12 4.00 i:::::::=-- 8-00-00 C-2.5x4.3 LOADING TC UNIF LL ( 32.Q)-+DL ( 28.0)• 6!).0 ·PLF O'· .. O" TO 8' TC UNIF LL ( 80.0) +DL I 70.0) = 150.0 PLF 8' .0" TD 12' TC UNIF LL I 32,0) +DL I 28-.0)• 60.0 PLF 12' ,O" TO 20' BC UNIF LL ( .0) +DL ( 25.0)• 25.0 PLF 0' ,0" TO 20' TC CONG LL ( TC-CONC LL ( 298. 7) +OL ( 298. 7)" +DL I 261.3) • 261.3)""' 560.0 LBS@ 8"' 560.0 LBS@ 12' .o· .o· BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. 4-00-00 . C-5x11.9 C-5x11.9 C-2.5x7.7 ' .O' VERT .o· VERT .o• VERT .0" VERT T T T T T 4= 5• 6• -3799 -4013 -4154 LEFT• 8 2= 3849 W 2= 12 B 3• 3814 W 3• 62 El 4= 8 5• 8 6= 8 7• ea- 3996 W 4= 241 3996 W 5• -268 3814 W 6= 65 3849 3901 1590 RIGHT• 1590 BEARING AREA REQUIRED (SO. IN) JOINT JOINT 1 2.54 OF/ 3.93 HF/ 3.74 SPF 7 2.54 OF/ 3.93 HF/ 3.74 SPF MAX LL DEFL • -.159" @11 MAX TL DEFL = -.345" D11 MAX HORIZ. LL DEFL .971' 1.294' 8-00-00 MAX HORIZ. TL OEFL • 12 -..::::::::J4.00 C-2.5x4.3· lO j¢ ·c;:, C-L5x2.6 C-2.5xt3 C-2.5x4.3 C-1.5x2.6 C-2.5x4.3 C-2.5x4.3 C-1.5x2.6 20-00-00 Scale: 3/8" ,JOB NAME: "A20 HELIX/SEAYIEW Jh1s design prepared from comput~r:· __ lilPJLt_.!! WARNINGS: General Note,, unless otherwise noted: 241, 62 12 85 Ai.a 1. Rud •• Gtnetal NotH and Wamtng, lt•for• oont1Nctlon of tn1ue1. 2. 8ulfdw and ..-.otlon oontraotor tho~ 11• 1dvl1ed of .. Genwal NotH and Warning, before con,tn,C1lon oommenc.1. 1. Design to support loads as shown. Design 2. Desi9n assumes the top and bottom chords to be laterally braced at conforms to UBC-97 AnVer: 1.07 (1L) -w FILE NO.:A20 DATE: 9/25/2000 DES. BY:~L SEO.: 164876. 3. 1x3 compre11lon w.b bradng mun be lnstal~ wh•• shown +. 4. AN lat .. 1 fore. resisting alem.nts such H temporary and p•manent bradng, must be deslgnitd and provlditd by dfflgn.,-of compl-1• •1Nctur•. ComputN1 H1umq no '"pon11blltty tor such bradng. 5. No load thould be applied to .ny ootnpontnt untM atttr •• bradng and fa,t.,,.,.. •r• compltt•. and at no time should any loads g,Nt• than d"lgn load, b• appNed to any compor,ient. 8. ComputN1 hH no control •v• and HIUfflfl no , ... ponslblltty for th• fabrication, hancltng, 1hlpm1nt and 1n11•atlon of oompon.nts. 7. Thi• dHltn l1 furnl1hecl •ubffft •• 1h• 1Mtta1'9n1 on 1run dfflgnl Ht forth by the Tn,11 Plat• lnstltUl• ln·erac1n11 Wood'"'""• H•-11 •• a copy of whldl wM b• fuml•hecl by Cotnputn,1 upOl'I ,.....,. 2'·0 o.c. and at 12'·0" o.c. respectively. 3. 2x4 Impact bridging or lateral bracing required where shown + + 4. lnstallat1on of truss 1s the respons1bihty of the respective contractor. 5. Design assumes trusses are to be used 1n a non-corrosive environment, and are for "dr·,r condition" of use. 6. Design assumes full bearing at all supports sh~wn. Shim or wedge if necessary. 7. Design assumes adequate drainage is provided. 8. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. 9. Digits indicate size of plate in inches. 10. For basic design values of the Computrus Plate, indicated by the prefix "C", see I.C.8.0. R.R. 4211. 11 • J~g';.~':'.fr'lrn ;~ic~r;;t~ ~1::~:t~!f~;..:i.~J. ~ g;~~ :7:tot~- MAN1!FA.Cfl'AING. ENGINEERING. CO'-'l>UtER S'fSTE¥$- .. 11111111 HI 1111 LUMBER SPECIFICATIONS SIZE SPECIE GRAOE • PANEL (SI I TOP CHORDS: 2x 4 OF 12 1-1 4 BOTTOM CHORDS: 2X 4 OF 112 1, 2 WEBS: 2x 4 OF STD/STUD 1-3 TC LATERAL SUPPORT <• 12';0C, UON. BC LATERAL SUPPORT<= 12"0C, UON. 10-00-00 I IIIIII IIIIUllll lllll 111111111111111111 TRUSS SPAN 20'-.00" LOAD DURATION INCREASE• 1.25 SPACED 24.0" O.C, LL( 16,0)+DL( 14.0) . DL ON LOADING ON TOP CHORD• BOTTQM CHOAP • TOTAL LOAD 30.0 PSf 5·.0 PSF 35.0 PSF BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD .. TOP ANO BOTTOM CHORD LIVE LOADS ACT NON7CONCURRENTLY. 10-00-00 : ' • I A~SI/TPI1 SINGLE MEMBER FORCES T 1• -1447 8 1• 1363 ,W 1• T 2= ~1053. a· 2= 1353. ·w 2= T 3• -1053 .W 3• T 4= -1447 . LEFT• 700 RIGHT• 4WRGO -392 390 -392 700 BEARING AREA REQUIRED (SG. IN) JOINT JOINT. 1 1..12 OF/ 1.73 HF/ 1.65 SPF 5 1.12 OF/ 1.73 HF/ 1.65 SPF MAX LL OEFL • -.052" MAX TL OEFL • -.110"· MAX HORiz. LL .DEFL MAX HORIZ. TL OEFL • I!! 6 L/240 • .971" I!! 6 L/180 • 1.294" .01B" I!! 5 .03B" I!! 5 12 4 . 00 c:::::::""" 12 -.:::::.:::J4.00 ~ ~ ¢ C-2.5x4.3 Scale: 3/B" · JOB NAME: B20 HELIX/SEAVIEW FILE NO,: 820 DATE: 9/25/2000 DES. BY:Z:.~ SEO.: 164877 ii.o C-2.5x2.6 ,! I ' C-2.5x7.7 20-00-00 This design prepared from computer )nQut b WARNINGS: 1. RHd •• Gtnwal Notff and Wamlng1 before coMtNOtlon of 111Hlff, 2. Builder •nd •.ctlon contractor NIOU!d be •dvl .. d of al Gen•al Notn and Wamklg1 before constNctlon cofflfflfflCH, 3. h:3 compr•nlon web bracing n,u1t be ln1tal9d wt•.,• thown +. 4. All lat«al force rnl1tlnSI ... mentl 1uch H temporary and p.,manfflt bracing. must be design.cl and provldN by dHlgnw of complete 1tructure. Computnn HtumH no rnpotislbHfty for such.bradng, 5, No load ahould be appll.cl to any component untN •ft« an bracing and fHt.,.,..,, ar• complet~. ahd a, no tlm• ahould -,iy lo•d• great., than dealgn lo1ds b• 1pplffll to any component. 6, Computru, hH no control ov• and .. ,umn no r•spon,lblltty for th• fabrication, handling, sihlpm.nt .nd instaNallon of componH1ts. 7, Thi• d .. lgn I• fumldtff •tabJ.ct to the Nmftatlons on 1NH de•lgn• •.t forth by th• Trun Pf•t• ln•thut• 1n•e,adng Wood Tn11tH, HNl-01 •• a copy of which win b• tuml1h.cl by ComputN1 upon ,..,.,,t, General Notea, unless otherwise noted: 1. Design to support loads as shown. Design 2, Oes19n assumes the top and bottom chords to be laterally braced at 2'·0 o.c. and at 12'·0" o.c. respectively. 3. 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation of truss 1s the respons,bihty of the respective contractor. 5. Design assumes trusses are to be used in a non-corrosive environment, and are for "dry condition· of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is provided. 8, Plates shall be located on both laces of truss, and placed so their center lines coincide with joint center lines. 9. Digits indicate s12e of plate in inches. 1 O. For basic design values of the Computrus Plate. indicated by the prefix ·c·, see l,C.B,0, R.R. 4211. 11 . J~iig~~~~~\r~j j~afc~~;t~i ~1:.'~=t~~?!f r~eJs~d. ~il gf~~,~ ·a7:;·ott:. conforms..J;g UBC-97 --·.:..~--~-· An Ver: 1. 07 ( 1LI -W ·:.· .......... ~ MANllJA.ClllfltNti. EWJl"JE[rJI•,'}, COY~~'1frl <;yc:;J(t,"C; ,~...:: ., IIHIIIIIIIIIII LUMBER SPECIFICATIONS SIZE SPECIE GRADE :·PANEi,. (SJ . TOP CHOR0S: 2x 4 OF #2 1-4 . BOT-TOM CHORDS: 2x 8 OF #2 1-4 WEBS: 2x. 4 OF STD/STUD 1-5 TC LATERAL SUPPORT<• 12"0C, UON. BC LATERAL SUPPORT <x 12"0C, UDN. NOTE: HANGERS ATTACHED TO THE BOTTOM CHORD WILL HAVE 1.5" MAX. NAIL PENETRATION. I llllll 111111111111111 11111 1111111111111 20-0-0 GIRDER TRUSS SUPPORTING 8-0-0 LOAD DURATION INCREASE• 1.25 + • LOADING TC UNIF LL ( 32.0l.+OL ( 28.0)• '60.0 PLF o· .O" T~ 20' BC UNIF LL ( 48.0) +DL ( 67.0)= 115.0 PLF o· .O" TO 20' BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP ANO BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. .O" VERT .O" VERT ., I ANSI/TPI1 SINGLE MEMBER FORCES T 1• ~3909 B 1• 3708 W 1• T 2= -'-2753 B 2= 3708 '·w 2• T 3• -2753 B 3• 3708 W· 3• T 4= -3909 B 4= 3708 W 4= W 5• LEFT• 1750 RIGHT·• 4WRGD 575 -1197 ,1458 -1197 575 1750 BEARING AREA REQUIRED (SO. IN) JOINT · JOiNT 1 2.80 OF/ 4.32 HF/ 4.12 SPF 5· 2.80 OF/ 4.32 HF/ 4.12 SPF MAX LL DEFL • -. 110" I! 7 -L/240 • MAX TL DEFL • -.240" I! 7 L/180 • MAX HORIZ. LL ,DEFL = .023" I! 5 MAX HORIZ .. TL DEFL • .050" I!. 5 . 971" 1.294"· 10-00-00 10,..00..,00 ~ ~ I = Scale: 1/4" 12 4.00 i::;:::::""'. ~OB NAME: C20 HELIX/SEAVIEW FILE NO.: C20 DATE: 9/25/2000 DES. BY:~ SEO.: 164878 t1o . 12 ~4.00 20-00-00 WARNINGS: . 1. RHd •• Gen.rat NotH and Wamlng1 befor• const111ctlon of tru••"· 2. BuUd« 1nd ••ctlon contractor 1houl"._ b• advlHd of al Oananil Not" and Wamlngt before con,trvctlon oomm91'\on. 3. 1x3 compression w.tl bracing must be lnstaftlld where thown +. 4. AN lateral fore. re1lt1Jng e,fem.nt1 1uc:ih H tampor.ry and p«manMt bradng, must b• dHlgn..S and provtdad by dfflD'J.,. orcomplitt• ttruc1ur•, Computn.11 •••um•• no rHponslblHty for such bradng. 6. No load should h• applhtd to ~y componwn un1N aNN' •• bracing ,11nd fHtein«. ar• compl-1•, and at no time should any loads great., than dHlgn loads b• applllfd to any compon.nt. G. Computru, hH no control ov« and anumn no r••PonslbHhy for th• fabrication, handling, •hlpmMt and lnstaNatlon of componffltt, 7. This dHlgn I• fumlth.-d ,ubJKt to tha llmltatlon• on tru•• dHlgn• .. 1 fonh by the Truu Plat• lntthut• m·nradng Wood TruuH, Hl8-&1·. • copy of which will h• tuml•h•d by Computru, upon r.-quHt. tn ...... ~ I = !Wedge r.equired at heel (s) I This~des igILJJI:?J:tared from comottt:~er input ~Q General Not••, unless otherwise noted: 1. Des!gn to support loads as shown. oes ign conforms to UBC-97 An Ver: 1. 07 ( 1U -W 2. ~~~S~~~~~e:t'~i·~~ !~g_ ~~!~o~~ti~~Y:~s to be laterally braced at 3. 2x4 Impact bridging or lateral bracing required where shown + + I :-""··• .. ...,,._._ I 4. Installation of truss 1s the responstbihty of the respective contractor. 5. Design assumes trusses are to be used in a non-corrosive envirOnment, and are for "dry condition .. of uc::e. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is provided. 8. Plates shall be located on both faces of truss, and placed so their center lines coincide with Joint center lines. 9. Digits indicate size of plate in inches. 10. For basic design values of the Computrus Plate, indicated by the prefix •c•, see I.C.B.O. R.R. 4211. 11. The Computrus Net Section Plate is indicated by the prefix "CN", the designd:tor (1 Bl indicates 18 ga.,material is used. All others are 20 ga. MANUfJicr1..•mNn, o,r,1NUfUNG. COMPlllfA ~-vo:;lfM<'; * 111111111111111 I IIIIII IIIII IIIIUllll 1111111111:11111111 LUMBER SPECIFICATIONS SIZE .SPECIE GRADE . : PANEL (SI , TOP CtlOR0S: 2x 4 OF #2 1-, 9 BOTTOM. CHORDS: 2x 4 OF #2 1-3,·7-9 2x 4 OF . #1!.BTR 4-5 2x 4 OF . #1 6 WEBS: 2x 4 OF STD/STUD 1-14 TC LATERAL, SUPPORT <• 12·oc. UON·. BC LATERAL, SUPPORT <= 12·oc. ,UON. 32-06-00 STUB HIP SETBACK 8-00-00 FROM END WALL LOAD DURATION.INCREASE• 1.25 + TC UNIF LL ( 32 ,0) +DL ( 28.0)= TC UNIF LL ( 00.0) +OL ( 70.0)• TC UNIF LL ( 32.0) +DL ( 28.0) = BC UNIF LL( 0.0) +DL ( 25.0) • · TC CONC LL ( TC CONC Lt ( 298. 71 +DL ( 298 . 7) +DL ·( LOADING 60.0 PLF o·-0.0" TO 150.0 PLF 0'-o.o" T9 60.0 PLF 24'-!,! .. O" TO 25.0 PLF O'-0.0" TO 261.31= 560.0 LBS@ 261.3)•· 560.0 LBS@ a·- 24'- 8'- 24'- 32'- 32'- o.o· 9.o· 0,0" VERT 9.0" VERT 6,0" VERT 6.0" VERT T 1• · T 2= T 3• T 4,. T 5• T 6= T 7• T 8• T 9• l ' ANSI/TPI 12 MEMBER FORCES ' 4WRGD -7702 B 1• 7272 W 1-6 W11• -3266 -7436 B 2=. 7272. W 2= -2i'2 W12" 2204 -6608 B 3• 912,0 W 3• , 2276 W13• -50 -10114 B 4;. !;1120 W 4= -3236 W14• -76 -10156 B 5• 10156 W 5• 42 -10112 B 6= 9008 W 6= 1270 -6470 B 7• 9008 W 7• ·-690 -7276 B 8• 6920 w 0--732 -7352 .a 9;. 6916 W 9= 1410 W10• 14 LEFT -2685 RIGHT• 2706 BEARING AREA REQUIRED (SO. IN) ·NOTE: 1x3 BRACING AT 2o·oc UON. FOR· M ALL FLAT TOP CHORD AREAS NOT SHEATH..EQ ~ BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD .. TOP AND BOTTOM CHORD LIVE LOApS ACT NON-CONCURRENTLY. ; ( 2 I complete trusses required. Wjoin together 2 ply with 16d Box nails 12" OF throughout 2x4 top chords, staggered at JOINT 1 ·4.30 OF/ 6.63 HF/ 6.32 SPF JOINT 10 4,33 OF / 6.68 HF / . 6.37 SPF B-00-00 12 4.oop in ..... .. ~ I = t-1.5x3.4 Scale: 1/4" 'JOB NAME: A21 HELIX/SEAVIEW FILE NO.: A21 DATE: 9/25/2000 DES. BY:~ SEO.: 164882 ~"L\ 12" oc throughout 2x4 bottom chords, 12" oc throughout webs. 16-09-00 -0.379" -0.823" MAX LL DEFL • MAX TL DEFL MAX HORIZ. MAX HORIZ. LL DEFL • TL DEFL • 7-09-00 @ 13'- @ 0.002· 0.177" C-5x7.7 C-3x9.4 C-2.5x4.3 C-2.5x4.3 C-3x9.4 C-5x7.7 12 ~4.00 5-00-00 ""1' = I C-3x9.4 C-1.5x3.4 0.25" C-4x6 C-1.5x3.4 C-3x9.4 C-1.5x3.4 C-5x 11. 9 [S) 32-06-00 32-06-00 Th1.s.~design prepared from computer lnout b WARNINGS: 1. Rud atl Gentnl Not•• and Warnings befor• condNctlon of 1na11n. 2. BuUd., and IN'~lon contractor •~uld be advl1MI of •• Genwal Notff and WamJng• b•fore construction comm«ICH. ' 3. 1 x3 compruslon wl'b b,.dng must b• fnst1Ned wh..-a shown +. 4. All f1t«al force resisting f'lem1nt1.1u~ H tampora,y and p.,manMt bradng, mu,t be det1gn•d and pro'lldH by d••lgnw of complete S1ruC1ur•. Computru, assumu no re,ponslbltlty for such bracing. General Noteo, unless otherwise noted: 1. Design to support loads as shown. Design 2. Design assumes the top and bottom chords to be laterally braced at 2~-0 o.c. and at 12~-o· o.c, respectively. 3. 2x4 Impact bridging or late1al bracing required where shown + + 4. Installation of truss 1s the respons1bihty of the respective contractor. 5. Design assumes trusses are to be used in a non-corrosive environment, and are for "dry condition" of use. 6. Design assumes full bearing at all supports shown. Shim or wedge 1f necessary. 7. Design assumes adequate drainage is provided. conforms to UBC-97 L/240 • L/180 1.596" 2 .120· AnVer: B 2 (!LI -F 5. No load should b• appAN to any oompon"!)t untM aft• all bracing and fa,tffllft ar• compl•t•, and at no time thould any loads grfft« than dHlgn load, b• applled to any componlll"lt. 8. Computrut ha, no control ovw and a11umH no rnponslblltty for th• fabrfc.tlon, handling. 1hlpm.nt and lnnallatlon of components, B. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. 9. Digits indicate size of plate in inches. M1'NllrACH.IRltm. ENGINECluP~G. c0MPt•r£R <:;Yf::TEPl'o;; 7. This dHlgn Is fumlth.cl tubJftlt to th• Imitations on tNH dHlgns s.t forth by th• Trust Pl•t• lnsthut• 1n·aradng Wood Tru,sn, Hl8·9,-. a copy or Which wlll b• fumbhff by Computrus upon r.-quH1, 1 O. For basic design values of the Computrus Plate, indicated by the prefix "C", see I.C.B.O. R.R. 4211. 1 1. The Computrus Net Section Plate is 1nd1cated by the prefix "CN", the designator (18) indicates 18 ga.: material is used, All others are 20 ga. ~- ·111111111111111. LUMBER SPECIFICATIONS SIZE ·SPECIE GRADE · ' PANEL (SJ • TOP CHOROS: 2x 4 OF ·12 .1.J 7 BOTTOM CHORDS: 2x 4 OF 12 1-7 WEBS:.· 2i( 4 OF STD/STUD 1-10 TC LATERAL SUPPORT<• 12"0C. UON. BC .LAT~AAL SUPPORT<= 12"0C. UON. BC UNIF LL ( 1'1111111111111111111111111111111'11111111 TRUSS S.PAN 32'-6.0" LOAD DURATION INCREASE •.1.25 + SPACED 24.0" ·o.c. LOADING LL ( 16 .0) +OL ( 14 .0) ON TOP CHORD • DL ON BOTTOM CHORD• TOTAL LOAD• 30.0 Pj,F '5.0 PSF 35.0 PSF 0.0) +DL ( 15.0) = 15.0 PSF 13'-10.5" TO 18'-10.5" VERT T 1• T 2= T 3• T 4,. T. 5• T 6• T 7• ANSi/TPI SllGL,E MEMBER FORCES 4WRGD -3304 B 1• 3101 W 1• 50 W 9• -441 -2806 B 2= 3099 W 2= -530 ·w10= 19 -248d B' 3• 3313 W 3• , 892 -3319 8 4• 3319 W 4;. -1058 -2438 .B 5• 3312 W 5• 123 -2759 8_6=· 2973 W 5,, 140 -3181 B 7• 2975 W 7• -1110 W B• B79 LEFT 1212 RIGHT• 1213 BEARING AREA REQUIRED (SO. IN) NOTE: 1X3 BRACING AT 24 ·oc UON. FOR $ _ALL FLAT JPP CHORD AREAS NOT SHE&JHED . BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. ; JQINT JOIN,: 1 1.94 OF/ 2.99 HF/ 2.85 SPF- 8 1.94 OF/ 3.00 HF/ 2.86 SPF Ln ...-. 8t:= , I c:, f Scale: 1/4" 12 4.00 c::;::::=-"" LPi1ds1 as given 10-00-00 1 C-5x6 C-4x6 C-1.5x3.4 C-3x7.7 C-5x9.4 (S) 12-09-00 5-00-00. 32-:-06-00 32-06-00 C-4x6 ...,. 0 I Cl 0 I N C-2.5x4.3 1 C-5x6 C-3x7.7 MAX LL OEFL • -0 .. 219" I! 13'- MAX TL OEFL • -0. 527'.' I! . MAX· HOAIZ. LL OEFL • MAX HORIZ. TL OEFL = 9-09-00 C:-1.5x3.4 12' ~4.00 L/240 • L/180 • 1.596" 2.120· JOB NAME: B21 C21 021 HELIX/SEAVIEW This design prepared from comJ:luter input b FILE NO.: B21 DATE: 9/25/2000 DES. BY: 2:'Z:.. SEQ.: 164883 ~\ C 1~\ 't:7-1,.,, WARNINGS: 1. RHd all Otntnl Notes and Warnings befor• construction of tru1te1. 2. BulldH and .,ectlon oontraator tho!:11~ be advl1ad of al Gen.,111 Notff and Wamlng• befor• construction oomm«IOH. 3. 1x3 compre11lon witb bradng murt b• ln1t1llad wh«• shown +. 4. AN ta,.,,t fore. r••lsthig elemtntt such at tempor•rv •nd p-,m•nent br•dng. must b• d••lgnfll and provided by dHlgner of compl"• struC'tur•. Computn,1 HsumH no r.spon•tbllHy for 1uch bradng, 6. No laad should b• applled to any compontnt until •ft"' aH bracing and fHtffltn ar• compl•t•, and •t no tlin• should any lo1d1 grut., than d.,Jgn loads b• appUtd to any componMt. 6. Computru1 hH no control OVf!f and anumH no rffpon1lblJttv for th• fabrication. handHng, 1hlpmMt and ln1talla11on of compon...,,11. 7. Thi• dHlgn 11 fumlsh.cl subject to th• Umhatlon• an trun dHlgn1 set tonh by the TNH Pfat• lnsthute ln'"Bracing Wood Tru11H, HSB-91'" • a copy of whldl wlH b• fuml1hff by Computru1 upon requHt, General Notes, unless otherwise noted: 1. Design to support loads as shown. Design 2. Desi~n assumes the top and bottom chords to be laterally braced at 2'·0 o.c·. and at 12'·0'" o.c. respectively, 3. 2•4 Impact bridging or lateral bracing required where shown i 4 4. Installation of truss ts the responsibility of the respective contractor. 5. Design assumes trusses are to be used in a non-corrosive environment, and are for "dry condition" of use; 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is provided. 8. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. 9. Digits indicate size of plate in inches. 1 O. For basic design values of the Computrus Plate, indicated by the prefix •c•, see I.C.8.0. R.R. 4211. 11. The Computrus Net Section Plate 1s indicated by the prefi• "CN", the designator ( 18) mdocate• 18 ga, material is used. All others are 20 g_a. conforms to UBC-97 ·-AnVer: B 2 (11.:) -F CameuTrus lnc. MANl'f.A-CfllfUNG. ENG•"IEERIHG. COMPltTeR c:-.5J£MC: ~ 111111111111111· LUMB.ER ·sPEC IF I CA TI ONS SIZE SPECIE GRADE · PANEL (S) -' TOP, CHORDS: 2x 4 OF #2 1.! 9 BOTTOM CHORDS: 2x 4 OF ·#2 1-7 WEBS: 2x 4 OF STD/STUD 1-10 TC LATERAL SUPPORT<• 12"0C. UON. BC LATERAL SUPPORT<= 12"0C. UON. I llllll'lllll lllll 111111111111111 11111111 TRUSS SPAN 32'-6,0" LOAD DURATION INCREASE • 1. 25" + SPACED 24,0" O.C. A~~l/TPli SINGLE MEMBER, FORCES LOADINq LL( 16.0)+0L( 14.0) ON TOP CHORD• DL ON BOTTOM 'CHORD,. TOTAL LOAD• 30.0 PSF 5.0 PSF 35.0 PSF -ac CDNC LL+DL= 75.0 LBS I! 16'-4.5" T 1• T 2= T 3• l 4= · T 5• T 6= T 7• ,T 8• T 9= -3185 B 1• -2735 B 2= -2296 B 3• -37 B 4= -2072-8 5• -37 B 62 -2288 8 7• -2686 -3061 LEFT - 2987 W 1• 59 2984 W 2= -466 2540 W ,3. 210 2072 ,W 4= -:519 2497 W 5• 436 2857 W 6=-416" 2859 W 7• -471 w 0-170 W 9= -378 w10-27 1174 RIGHT• 4WRGO 1176 NOTE:' 1x3 BRACING AT 24"0C UON. FOR $ti ALL FLAT TOP CHORD AREAS NOT SHEATHED ,, BOTTOM CHORD CHECKED FOR 10PSF,LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. BEARING AREA REOUIRED ISO. IN) In, .... ', ~ I C) 1 Scale: 3/16" 12 4.ooc::=- JOB NAME: E21 HELIX/SEAVLEW FILE NO,: E21 DATE: 9/25/2000 DES. BY;U... SEO.: 164884 ~ Loads_ as given '~k.O~~ 2) c-.ixs· 16-00-00 0-0~00 11 C-7x11.9 ~ C-5.5x11:9 ~ "'1' i * 5-07-0B "'1' C-4x6 C-5x 11. 9 (S) 32-06-00 32--06-00 WARNINGS: 1. ft .. d •• G&1n..t Notes .nd Wllffllng1 before construction of tNnH, 2, ~U:!:;.i::;:':n::::::::~~::.~dvlHd of aN Genwal Notff and 3. 1x3 camprfftlon wN bradng mu,t be Install.cl wh•• shown +. 4. AM l•t.,al fore• r•1l1tSng .a•mtnt1,1uch H t•mpor•rv and p.,m•nM'lt br•dng, must b• dHlgn.d and provld.d by dnlgnW' of compl•t• structl.N'e, Computru, auumts no rHpon11blHty for such bradng, 6. No load should be apptltd to .ny component untH ah« aH bradng and f11ttntn ar• compl•t•. and at no time should any load, greater than d•slgn loads b• appfted to any componWlt. 8, Computru, has no control ov• and assumH no rHpon,lbllhy for th• fabrication, handtlng, 1hlpment and lnstaNatlon of compon.nt,. 7, Thi, design I• fuml,hed subJll'Ct to the lmhaUon, on truH d"lgn, ,et for1h by th• TN11 Plate lnsth:ut• tn·eradng Wood TN11n. HN1°81•. a copy ol whld, wNI b• fumlsh.-d by· ComputN1 upon r.-quHt, , 15-09-00 12 ~4.00 7( JOINT 1 1.88 OF / 2.90 HF/ JOINT 10 1.88 OF / 2.90 HF/ MAX LL OEFL • -0.166" I! 14'-, o.o· MAX TL OEFL " -0 .380"· I! 13' -3 .2" MAX HORI-Z. LL OEFL • 0.052"@ 19 MAX HORIZ, TL OEFL • 0.118"@ 19 CONO. 2: 1100.QO LBS DRAG LOAD. .. L/240 • L/180 ,. Jl}Ji; des iqn prepared from computer im,~_Ca} 1 fornia Truss General Notes, unless otherwise noted: 2.76 SPF 2.77 SPF "1,596" 2.128" JARAOQ 1. Design to support loads as shown. Design 2. Des19n assumes the to11 and bottom chords to be laterally braced at conforms· to UBC-97 AnVer: B 2 [lL) -F 2'·0 o.c. and at 12'·0'" o.c. respectively. 3. 2x4 Impact bridging or lateral bracing required where shown t-+ 4. Installation of truss 1s the respons1bihty of the respective contractor. 5. Design assumes trusses are to be used in a non-corrosive environment, and are for •dry cond1t1on· of use. 6. Design assumes full beanng at all supports shown. Shim or wedge tf necessary, 7. Design assumes adequate drainage is provided. 8. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. 9. Digits indicate size of plate in inches. 10. For basic design values of the Computrus Plate, indicated by the prefix •c•, see t.c.s.o. R.R. 4211. 11 • J~:ig<;.~rtr~V~i i~~ic;~,:=;·~i ~,:_t~:,~~!f:~.~J. t~fi g;~~~. :7:101~. MA"'l'F.ACWRrNG • ENGINEERING • COMPl'rEfl 5Y$l£ff<: _., ' 111111111111111 11111111111111111 IIIII IIIII IIIIHIII IIII LUMBER SPECIFICATIONS SIZE · SPECIE GRADE · PANEL (S) • TOP CHORDS: 2x 4 DF #2, 1.1. 6 BOTTOM CHORDS: 2x 4 DF #2 1-4 WEBS: 2x 4 DF STD/STUD 1-7 TC LATERAL SUPPORT<• 12"0C, UON. BC LATERAL SUPPORT <• 12"0C,. UON. 16-04-08 TRUSS SPAN 32'-6.00" LOAD DURATION INCREASE• 1.25 SPACED 24,0" D,C. LL( 16.0)+DL( 14.0) DL ·ON LOADING ON TOP CHORD• BOHOM CHORD• TOTAL LOAD • 30.0 P9F. 5.0 PSF 35.0 PSF BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP' ANO BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. 16-01-08 ·A~~I/TPJ SINGLE MEMBER FORCES T 1• -2731 B 1• 2574 : w 1- T 2= -2449 B 2= '2132 W 2= T 3• -1724 B 3• 2to7 W 3• T 4,. -1724 B 4~ 2485 W 4,. T 5• -2399 W 5•· T 6= -2651 W 6= W 7• LEFT= 1137 .RIGHT = JOINT JOINT .BEARING AREA REQUIRED (SO. 1 1.82 OF/ 2.81 HF/ 7 1.82 DF / 2.81 HF ( 4WRG!) -318_ 337 -613 779 -583 296 -265 1138 IN) 2.68 SPF 2.68 ·sPF MAX LL DEFL = -.147" MAX T~ OEFL • -.320" MAX HORiz·. LL DEFL '!' MAX HORIZ. TL OEFL • @ 9 L/240 • 1-596" @ 9 L/180 • 2.128" .049" @ 7 .106·" @ 7 • 12 4.00 i:::;::::::"'" .C-4x4.3 4,J' 12 ~4.00 ~ ~ I 0 Scale: 1/4" JOB NAME: F21 HELIX/SEAVIEW FILE NO.: F2I DATE: 9/25/2000 DES. BY:2-z:.__ SEO.: 164886 f-z,,\ C'-2.5x4.3 C-2.5x4.3 C-2.5x4.3 C-5x7. 7 (S) 32-06-00 This design prepared from computer input b WARNINGS: 1. RHd all Gtineral NatH and Wamlngt btfore oonttNcrtlon of trvs•"· 2. Bulldlf •nd .,eatlon contractor lho~d be advltH of •• Gen ... Notn and Wamlng• btfore conltNctlon commenOltf, . 3, 1x3 camp, .. 1lon w9b bracing must be Installed wh.-. 1hown +. 4. AN lateral force resl1tlng-al•mN1t1 such H temporary and p•m•nant bradng, must b• dHlgned and provided by dt1lgr1w of complflo 1tructur1, Computm1 Htum11 no , .. pon1lbHhy for 1uch bradng. 5. No load ahould b., appill'd to any oompontnt untN aft., al bradng and fatt.-n..-1 are compl•t•. and at no time should any loed1 grffter than design loads b• appNM to any compontnt. e. ComputN1 hH no control over and auum" no rffponalbtltty for the f•bricatlon. handtfng, shtpmtnt and 5nstaRatlon of componMts. 7. Thi• d•slgn 11 fumlthN tub)ecl to th• Imitations on trun dHlgn1 •et forth by th• Truss Plate Jnsthute n·aradng Wood TnHHs, Hl8•91", • copy of which wHI li1t fumlthed by Computrut upon ra,qu•tt, General Notes, unless otherwise noted: 1. Design to support loads as shown. Des j gn 2: Desisn assumes the 1011 and bottom chords to be laterally braced at 2'·0 o.c. and at 12'·0" o.c. respectively. 3. 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation of truss ts the respor\siblllty of the respective contractor. 5. Design assumes trusses are to be used in a non·corrosive environment, and are for "dry condition" of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is provided, B. Plates shall be located on both faces of truss, and placed so their center lines coincide with Joint center lines. 9. Digits indicate size of plate in inches. 10. For basic design values of the Computrus Plate, indicated by the prefix "C", see I.C.B.O. R.R. 4211. 1 , . J:ig~~ro~,v~f t~~~c~~;:1~i ~1:.r~:rt1~ff~tds~d. t~fi g~~~ :~!';·ott~. con f orms--t,o..J)BC-97 .. ,_:.01,: AnVer: I .07 (1L) -W Camt!uTrus Inc. MANL•rAC1LIRING , (NGINEEJIING COMPllf(f:I lio'Y!;HEMS \t .,:, IIIIIIIIIIIIII 11111111111111111111111111111m 11111111 LUMBER SPECIFICATIONS SIZE ·SPECIE GRADE · PANEL (SI : TOP CHORtlS: ' ·2x 4 ilF #2 1..! 6 BOTTOM CHORDS: 2x 4 OF #2 1-·4 WEBS: 2x 4 OF .STD/STUCJ 1-7 TC LATERAL SUPPORT<• 12"0C, UON. BC LATERAL SUPPORT<= 12"0C, UON. f 16-01-08 TRUSS SPAN 32·-3.00'" LOAD DURATION. INCREA!iE • 1. 25· + SPACED 24.0" O.C. LL( 16.0)+DL( 14.0) DL ON LOADING ON TOP CHORD• BOTTOM CHORD TOTAL LOAD• 30.0 PSF 5.0 PSF 35.0 PSF BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. 16-01-08 ; ANSI/TPI I 4WRGP SINGLE MEMBER FORCES T 1• -2625 B 1• 2461 , W 1• ·-266 T 2= -237;3 ~ 2= 2082 W 2=·· 297 T 3• -1697 B 3• 2082 W 3• -583 T 4= ·-1697 B· 4= 2461 W 4= 762 T 5• -2373 W 5• -583 T 6• -2625 W 6• 297 W 7• -266 LEF·T s 1229 RIGHT =· 1129 BEARING AREA REOU!R.ED (SO. IN) JOINT 1 1.81 OF / JOINT 7 · 1.81 OF / MAX LL OEFL = -.140" MAX TL OEFL • -.305" MAX HORIZ. LL OEFL = MAX HORIZ. TL DEFL • ,2. 79 HF / 2.79 HF/ I! 9 L./240 • ll 9 L/180 .040·· I! 7 .103" ll,7 COND. 2: 2710.00 LPS DRAG LOAD. 1 ' 2.66 SPF 2.66 SPF 1. 583" 2. 111" 12 4.00 c:::::::""" 12 ~4.00 in k I 0 C-2.5x4.3 C-2.5x4,3 C-5x7. 7 (S) ,k 32-03-00 Scale: 1/4" JOB NAME: G21 HELIX/SEAVIEW FILE NO.: G21 DATE: 9/25/2000 OES. BY: a__ SEO.: l64887 li1,.-,\ WARNINGS: 1. RNd •• Glf'leral NolH and wam1n,,, before conrtNctlon of INHH. 2. 8ulld., and .,.ctlon contractor 1houtd be advlHd of _. Otn•al Note, and Wamktg1 b•for• oonttNotlon oommeru, ... 3, 11113 cornpr.e,lon wMI bracing mutt be k11tallff whw• 1hown -+ • 4. Al lat«al fore• rul10ng .i•menl1 1uJil, al temporary and parman1nt bradng, must be de1lgned and proYldt>d by dfflgn• of oomplfl• ttructur'•. ComputN• auum•• no r••pon11blltty for such bracing. 5. No load should be appNH to any oomponMt untM aft« all bradng and fast.-n.,s ar• complll'ta, and •t no tlm• should eny loads grut.,. than dnlgn loads b• applied to any componfflt, 6. Computru• has no control ov• •nd a11umH no rHpontlbmty for th• hbrtcatlon, handlfng. •hlpmenl •nd ln1talatlon of component•. 7. This dHlgn I• fuml1had 1ubJtd: to tht Nmhatlont on truu dt1fan1 ••• forth by th• Tru11 Plata k\s1ttut• ln"Bradng Waod Truun, HIB-Dr, a copy of which wlll b• tumlshl'd by Computn.11 upon N'qUHt. Th~s-~_desiqn prepared from computer input b General Notes, unless otherwise noted: 1. Design to support loads as shown. Des; gn 2. Desi9n assumes the top and bottom chords to be later,tlv braced at 2'·0 o.c. and at 12·-o· o,c. respectively. 3, 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation of truss 1s the responsib1l1ty of the respective contractor. 5. Design assumes trusses are to be used in a non-corrosive environment, and are for '"dry cond1t1on .. of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary, . 7. Design assumes adequate drainage is provided. B. Plates shall be located on both faces of truss, and placed so their center fines coincide with joint center lines. · 9. Digits indicate size of plate in inches. 1 O. For basic design values of the Computrus Plate, indicated by the prefix "C", see 1.C.B.0, R.R. 4211. 11. The Computrus Net Section Plate is indicated by the prefjx ·cN·, the designator (18) indicates 18 ga':' material is used. All others are ~O ga. conforms to,JJB,1;;;-JIJ.,, •. ~nVer: 1.07 (1Ll -W MANllrAcn•RlNQ. ENGINl;l:Rtt,'l. COt.llPL'IE~ 'S'fC.TE~<; • t::"\ ~ • . 111111111111111 LUMBER SPECIFICATIONS SIZE SPECIE GRADE , PANEL (S) : TOP. CHORDS: 2x 4 OF #2 1-' B 'BOTTOM CHORDS: 2x 4 OF #2 1-8 WEBS: 2x 4 OF STD/STUD 1-13 TC LATERAL SUPPORT<• 12"0C, UON. BC LATERAL 'SUPPORT <= 12"0C, UON. I IIIIII IIIII IIIII IIIII IIIII IIIII IIII IIII 32-6-0 STUB HIP SETBACK 8-0-0 FROM ENO WALL LOAD DURATION INCREASE• 1.25 + TC UNIF LL ( · TC UNIF LL ( TC UNIF LL ( BC UNIF LL i 32.0) +DL ( 80 .. 0) +OL ( 32.0I +OL ( .OJ +OL ( LOADING 28,0)• 70.0) •· 28.0) • 25.0)• 60 .. 0 PLF O' 150.0 PLF 7' 60.0 PLF 24' 25.0 PLF O' .O" Tp 7' 9.0" TO 24' 6.0" TO 32' .O" TO 32' TC CONC LL ( TC CONC LL ( 298. 7) +OL ( 298. 7) +OL i 261.3) • 261.3) = 560.0 LBS@ 7' 560.0 LBS@ 24' 9.o· 6.o· 9.o• VERT 6.0" VERT 6.0" VERT !LO" VERT TI• T 2= .T 3• T 4= T -5• T 6• T 7• T 8•, ,,' . b ANSI/TPI -6976 BI• -7254 8-2= -6908 8 3• -9836 B 4• -9836 B 5• -7064 B 6• -7420 B 7•· -7300 ·B ·0• LEFT• Ml;MBER FORCES 4WRGO 6498 W I•· 90 6498, .w 2= 5ia 9064 W 3•. ; 1042 9064 W 4= -2444 9142 W 5• 112 9142 W 6s . 876 '6856 W 7• -672 6856 2706 RIGHT• w a-w 9 .. WIO• Wl1= Wl2• WP• 2684 BEARING AREA REQUIRED (50. IN) 786 112 -2356 1088- 300 92 NOTE: 1X3 BRACING AT 20" O.C. FOR $ ALL FLAT TOP CHORD AREAS NOT SHEATHED. BOTTOM CHORD CHECKED FOR 10PSF LIVE -LOAD·. TOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. JOINT JOINT 1 4.33 OF/ 6.68 HF/ 6.37 SPF 9 4.30 OF/ ~.63 HF/ 6.32 SPF I ( 2 I complete tr~sses required. WJoir · together· with 16d' Box nails staggered at 12·1 oc throughout top chords, 12• oc throughout bottom chords. 12· oc throughout webs. MAX LL OEFL • -.362" @13 L/240 • 1.596" MAX TL OEFL • -.786" @13 L/180 s 2.128" MAX HORIZ. LL OEFL • .084"@ 9 -Q~OFES~ . MAX HORIZ. TL OEFL = .183" @ ~9 .~ .. , "-~· ~"\' . . v . ~~ a,;;~ s 9.1<11.J-.1 . ~~ --~. 7-09-00 16-09-00 B-00-00 \ -, No. 33783 Z · 12 4.00 c,::::::-'" ~ ~ I c:, Scale: 1/4" C-1.5x2.6 JOB NAME: H2I· HELIX/SEAVIEW FILE NO.: ~21 DATE: 9/25/2000 DES. BY: 2.~ SEO.: 164888 ~l\ C-3x7 . .7 C-1.5x2.6 'C-3x7. 7 C-4x9.4 .12 . ~4.00 C-3x7.7 C-1.5x2.6 C-1.5x2.6 C-3x7. 7 C-1.5x2.6 C-5x9.4 (S) 32-06-00 WARNINGS: 1. Rud all Gtntt'al NotH and Warning• b•fore conltNC11on of f"1tH1. 2. Build• and erection contractor should 11• advlHct of all Gef\•al Not" and Warnings before construction commeftc:H. 3. 1x3 compHHlon w.t, bradng must be lnstalltd wh•• shown +. 4. AH lat..,al fore. retl1tlng 4'1em«1ts 1uch •• temporary and perman.nt bradng. mu1t be designed and provided by dHlgnw of complet• stNcture. CompU1rus astum" no •••ponslblltt.y for such bnidng, 6, No load 1hould be appUed to .ny componant until aft., al bracing and fHtenen u• complet•, and at no time 1houfd any load, grNtw than design loads be appNNi to any compon,nt. 8. ComputN1 hH no control ov« and a11umes no responslblllty for the fabrication, handNng. shlpmMt and ln1t1Natlon of components, 7. Thi• d••lgn ls tuml•hed 1ubJK1 to the llmhatlon, on tn.111 detlgn• Ht forth by the Tru11 Plate intthut• tn·Bradng Wood lrussH, HIB-91•. • copy of which wRI b• fumlshad by Co~putn.11 upon r~u .. t. l:hL::Ldes i~!Lt!!~filt<U'_itd from computer inoul..J:!. General Notes, unless otherwise noted: 1. Deslgntosupportloadsasshciwn. Design conforms to UBC-97 AnVer: 1.07(1L)-W 2. ~~'S8';,:!,~s~1~•~t!tt~~·~'lf-~~g_ ~~~:,Oe~ti<;,':/;~• to~• laterally braced at 3. 2x4 Impact bridging or lateral bracing required where shown + + I . I 4. Installation of truss 1s the respons1b1hty of the respective contractor. A •, ..... , .• S. Design assumes trusses are to be used in a non•corrosive environment, and are for ·dry condition· of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is ~rovided. 8. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. 9. Digits indicate size of plate in inches. 10. For basic design values of the Computrus Plate, indicated by the prefix "C", see I.C.8.0. R.R. 4211. 11. The Computrus Net Section Plate is indicated by the prefix "CN", the designator 118) indicates 18 ga., material 1s used. AU others are 20 ga. ....... '"~--. ... q, Cam'luTrus Inc. --·--~ MANL1FACTl'RlNG, ENGINEERtN'3 COMPllTEn s.., .. ,E~S. i' <>' 111111111111111 LUMBER SPECIFICATIONS SIZE · SPECIE GRADE · ' PANEL (5) ' TOP CHORbS: ' 2X 4 OF 112 1.! 6 BOTTOM CHORDS: 2x 4 OF #2 1-4 WEBS: 2x 4 OF STD/STUD 1-7 TC LATERAL SUPPORT<• 12"0C, UON. BC LATERAL SUPPORT<= 12"0C, UON. lllllUlllll lllll llllllllll 1111111111111 TRUSS SPAN 32'-6.00" LOAD DURATION INCREASE• 1.25 SPACED 24.0" O.C_. LL( 16.0l+DL( 14 .. 0) DL ON LOADING ON TOP CHORD BOTTOM CHORD TOTAL LOAD'• 30.0 PSf 5.0 PSF _-35.0 PSF BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP ANO BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. '': ~ . ANSI/TPi' SINGLE MEMBER FORCES 4WRGO. T 1• -2667 8 1• 24~4 , W 1--141 T 2= -2467 8 2= 2880 W 2= 370 T 3• -2347 8 3• 2880 W 3• -583 T 4,. -2387 B 4z ·2604 W 4= 70 ·T 5• -25'10 W 5• -539 t 6= -2767 W 6= 382 W 7--215 LEFT• 113B RIGHT = 1137· BEARING AREA REOUIREO (SO. IN) JOINT 1 1.82 OF / 2.81 HF/ 2'.68 SPF NOTE: 1X3 BRACING AT .12" 0. C. FOR $ ALL FLAT TOP CHORD AREAS NOT SHEATHED. JOINT 7 1.82 OF / 2.81 HF/ 2.68 SPF tn -¥= C>' Scale: 1/4" 12 4.00 c:::;::::"" 9-09-00 2x4 vertical at 4811·0. c. / ... ' with C-1.5x2.6 typ. 12-09-00 C-4x7.7 C-2.5x7.7 C-2.5x7.7 0.25' C-5x6 (S) 32-06-00 C-4x7.7 C-2 .5x7.7 MAX LL DEFL z -.198"@ 9 L/240" 1.596' MAX TL DEFL • -.432'' @ 9 L/·180 • 2.128' MAX HORIZ', LL DEFL. • .. 057" ti 7 "!AX HORIZ. TL DEFL • ,123"@ 7 10-00-00 12 ~4.00 JOB NAME:· 121 J21 K21 L21 M21 HELIX/SEAVIEW. This~design prepared from computer il"!Ill!L.!1. FILE NO.: 121 DATE: 9/25i2000 DES. BY:Ll..... SEO.: 164889 :r:1..1 .J'2,,\ U2.1 L'l-\ t-'\ 1-\ WARNINGS: 1. RHd •• O.nenl NotN and Warnings before OOMtruc'tlon of truun. z. Butldw and .,.-ctlon oontraator thob(W b• advtHd of .. o-,wal Notff and Wamlng1 b•fore construction oommtinOH. 3. 1w3 comprHslon wl'h br•dnr, rnu,t be ln,t .. ad where thown +. 4. AN latHal fore• rHlstklg eil•mN'ltl such H t•mporary and p•m•nent bradng. mutt be dHlgn..S and provld.cl by dfflgn• of compl.t• stn.aotur•. Computnn assum .. no rHpon,lbfftty for ,um bradng. 6. No toad should be appUed to any componfflt untN aN« aH bracing and fasteners ar• complet•, and at no time should any load, v,ntw than design loads b• applltd to any oompon91t. 8, ComputNt has no control ovw and IHUmn no rnpon,lbHlty for the fabrication, handHng, thlpm.nt and lnttalatlon of oomponant,. 1, This dHfgn It furnished 1ubJltCt to th• Nmltatlons on tNH dfllgns Ht forth by th• Tru11 Plate lntthut• 1n•eradng Woad Tru11ff. H•·81", • oopy of whloh wll be tumlthed by CompvtNt upcm requNt. General Notes, unless otherwise noted: 1. Design to support loads as shown. Des j gri 2. Oesisn assumes the to~ and bottom chords to,be laterally braced at 2'·0 o.c. and at 12'·0" o.c. respectively. 3, 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation of truss ts the responsibility of the respective contractor. 5. Design assumes trusses are to be used in a non·corros1ve environment, and are for •dry condition'" of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is provided. 8. Plates shall be located on both faces of truss, and placed so their center lines coincide with Joint center lines. 9. Digits indicate size of plate 1n inches. 1 O. For basic design values of the Computrus Plate, indicated by the prefix •c•, see l,C.B.O. R.R. 4211. 11. The Computrus Net Section Plate is indic•t•d by the prefi~ "CN", the designator l 181 indicates 1 B ga. material is used. All others are 20 ga. conforms to UBC-97 AnVer: 1.07 (2L) -W CameuTrus Inc. MANl.,lFACTllRJNG. fNn•NfERINO. COl'o'lr1..11En c;vc;u:w, . ;i• 11111 ~1111111 LUMBER SPECIFICATIONS SrtE · SPECIE. GRADE , PANEL.(S) • TOP CHORDS: 2x 4 OF 12 1-'-5 BOTTOM . CHORDS: 2x 4 OF. 12 1-5 WEBS: 2x 4 OF STD/STUD 1'-7 TC LATERAL SUPPORT<• 12"0C, UON. BC LATERAL SUPPORT<= 12"0C, UON. I llllll lllll lllll· lllll 111111111111111111 TC UNIF LL ( TC UNIF LL ( TC UNIF LL ( BC UNIF LL(· 19-6-0 HIP SETBACK 8-0-0 FROM END WALL LOAD DURATION INCREASE• 1.25 + LOADING 32,0) +OL ( 28.0)• 60.0 PLF 0' .0" TIO B' 80.0) +OL ( 70.oi= 150.0 PLF 8' .O" TO 11' 32.0) +DL ( 28.0)• 60 .O PLF 11' 6.0" TO 19' ,0) +DL( 25.0) • 25.0 PLF o· .O" TO ·19• TC.CONC LL ( TC CONC LL ( 298. 7) +Dl. ( 298. 7) +DL ( 261.3)• 560.0 LBS@ 8' 261.3)z. 560.0 LBS@ 11' . Ci' 6.o· .0' VERT 6.0' VERT 6 .O' VERT 6 .o• VERT ,, I ANSI/TPf SINGLE MEMBER" FORCES T 1• -3985 B 1• 3743 . W 1• T 2= .:..3935 8 2= 3743 ·. W 2= T 3• -3678. 8 3• 3678 W 3• T 4• ~3835 B 4• 3743 W 4• T 5• -3985 B 5• 3743 .W 5• · ·w 6= W 7• LEFT •· 1546 RIGHT. = '4WRGO 93 -63 124 0 124 -63 93 1546 BEARING AREA REOUIRED (SO. IN) NOTE: 1X3 BRACING AT 24" 0. C. FOR 41_ ALL FLAT TOP CHORD AREAS . NOT SHEA THEO'.\'' BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP ANO BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. JOINT JOINT 1 2.47 OF/ 3.82 HF./ 3.64 SPF 6 2.47 OF/· 3.82 HF/ 3.64' SPF 12 4.00 i;::::::::""' 8-'00-00 3-06-00 C-5x9._4 C-2.5x4.3 ~ ~ I 0 C-5x6 Scale: 3/8" J.0.!L!'I.AME: A22 HEL!X/SEAVIEW DATE: 9/25/2000 DES, BY: ,<!.- SEO.: 164893 /47-7- C-1.5x2.6 C-2.5x4.3 19-06-00 WARNINGS: 1. RNd .. General Notn and Wwnlng•b•fore oon11rvctlon oftNUH, 2. BuNdltf' and erection contractor sho~ b• •dvl .. d of all Cenenl Notn and Wamfngs befor• conttNctJon oommlftON. 3. 1 x3 comprn1lon web br•dng mutt be ln11aled wh•• shown + • 4. An lat.rll force r••lt11nsi -'•m91111 such as t•mporary and pe,man..-.t bradng, must be dnlgnl'd and provided by d"lgnw of compl.t• stNctute. ComputN• assumes no rnponslblNty for such bracing. 5, No load should b• 1ppHN to any comP,on.nt untN aft« 111 bracing and fHtfflffl are complete, and at no time should any load, grHt« than design load• be appUed to any component. 8. Computn,, hH no control over and assumn no rHpanslblrtty for the fabrlc.tlan. handllng. shfpmwit and lnstalfatlon of componwits. 7. This design I• furnls.hM subject to the NmHatlons on trun dHlgns Ht forth by the TNH Pl•t• ln•tltut• 1n·Braclng Wood Tn,un, HIB-91 •. a copy of whk:h wNI be ~shed by Computnas upon requnt. C-4x9.4 C-2.5x7.7 8-00-00 C-1.5x2.6 12 ~4.00 MAX LL DEFL = -.141" MAX TL DEfL • -.305" MAX 'HORIZ. LL DEFL z MAX HORIZ. TL DEFL • @ 9 L/240 • @ 8 L/180 .046" @ 6· .101"@ 6 Lhis design prepared from computer input by California Trits~ .946' 1.261' JARROD General Not11, unless otherwise noted: 1, Design to support loads as shown. Design 2. Oesi9n assumes the to~·and bottom chords to be laterally braced at 2'·0 o.c. and at 12'-0" o.c. respectively. conforms ~t"'if'tJBG.,,gZ,,,:..,},~~.:[: I_ .07 (IL) -W · 3. 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation of truss 1s the respons1b1hty of the respective contractor. 5. Design assumes trusses are to be used m a non-corrosive environment. and are for •dry conditlon" of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is provided. 8. Plates shall be located on both faces of truss, and placed so their center Imes coincide with joint center lines, 9. Digits indicate size of plate in inches, 1 O. For basic design values of the Computrus Plate, indicated,by the prefix ·c·. see l.C.B.O. R.R. 4211. 11 · J~;g~~~~v~; i~~fc:;ec~l~i ~1:~~=t~~!f r~eu~~J. 'Zi gf~~~s :7~;·ot~~- MANt.•fACTl'RING • ENo:irt,EE~lPlG , COMPll?EA $Y5JfM<:l ' '1i -1.11111111111111 LUMBER SPECIFICATIONS SIZE -SPECIE GRADE . , PANEL (SI , TOP CHORDS: 2x 4 .OF 12 1-< ,4, BOTTOM CHORDS: 2x 4 OF 12· -1, 2 WEBS: 2x 4 OF STD/STUD 1-3 TO LATERAL SUPPORT<• 12"0C, UON. BC LATERAL SUPPORT <z 12"0C, UON. 9-09-00 11111111111111111 IIIII IIIII IIIII IIII IIII TRUSS SPAN 19'-6.00" LOAD DURATION INCREASE• 1.25 SPACED 24.0" O.C. LL( 16.0)tOL( 14.0) DL ON LOADING ON TOP CHORD • BOTTOM CHOAO "' TOTAL LOAD• 30.0 PSf 5.0 PSF 35.0 PSF BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP ANO BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. 9-09-00 A~~I/TPii· SINGLE MEMBER FORCES <IWRGD T 1• -1408 B 1• 1326 W 1-· -380 T ·2= -1025 B 2= 1325 'w 2= 38Q T 3• -1025 W 3• -3B9 T 4"' :.140B· LEFT= 682 RIGHT "' 683 BEARING AREA REQUIRED (SO. IN) JOINT JOINT 1 1.09 DF / 1.69 HF/ 1.61.SPF 5 1.09 OF/ 1.69 HF/ 1.61 SPF MAX LL DEFL • -.049" MAX TL DEFL • -:104," MAX HORIZ. LL DEFL MAX HDRI·Z. TL DEFL = @ 6 L/240 = @ 6 L/180 • .017" @ 5 .036" I! 5 .946" 1.261" 12 4.00 c;::::::""' 12 ~4.00 lC1 ..... ~ ,I C> Scale: 3/B" JOB NAME: 822 HELIX/SEAVIEW FILE NO.: 822 DATE: 9/25/2000 DES. BY: 2:,_z:._ SEO.: 1648 94 1-zz.. C-2.5x2.6 , ' WARNINGS: . C-2.5x7.7 19-06-00 1. RNd •I ~entraf Notet end Wamln91 btfore oonltNctlon of tNHff. z. BulldlN' and wectlon contractor tho~ be advised of al Gtnwal Not" and W~mlng• befor• conflNctlon oommtftcn. 3. 1 x3 compru1lon wN bracing murt b• ln•talled wh•• shown + • 4. AN latHal fore. fHlstln9 lll•ment1 ,uoh at temporary and ptrmanant bracing, must b• de,lgnfll and provided by dHlgnw· of compl.t• atructUR. Computru, ... um .. no r"ponslbNhy for sud, b,-dng. 5. No load should b• •ppN.-d to •ny componNtt until aftw •• bradng and f1sttnws are complete. and at no time thould any loads grHt• than design lo1d1 b• 1ppN4td to any compontnt. e. Computru, has no control ov• and HIUmH no ruponslblltty for the f1brfcatlon. handling, thlpment and lnt11N1tlon of compontnb. 7. This dfflgn fs fumlsh.-d subJect to tM lmttatlons on truss designs Ht forth by th• Tru11 Pl1t• ln1tltut• 1n•Bnidng Wood Truss", HNJ-ar, • copy of which wll b• fur!ll•h.-cf by Computn,s l.lpOf'.I requfft, C-2.5x4.3 This des_um preparrtd from computer input by California Trus_s General .Note,, unless otherwise noted: '"' -.. -. ... 1. D••!gn to support loads as shown. Design conforms to UBC-97'·· 'AnVer: 1.07 (IL) -W 2. ~~~9~~~s~~~t!tt~;.~~ ~':~. ~~!~oe~ti~1:f;~s to be laterally braced at 3. 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation of truss ts the respons1biltty of the respective contractor. 5. Design assumes trusses are to be used in a non-corrosive environment, and are for '"dry condition'" of use, 6. Design assumes full bearing at all supports sho~n. Shim or wedge if necessary. 7. Design assumes adequate drainage is provrded. 8. Plates shall be located on both faces of truss. and placed so their center li,:ies c9in~1de wjth joint cenJe~ lines. • MAPWFI\ClllRING. ENGINEERlfiG. CQl\4Pll1ER SY~TEMS 9. 0191ts indicate size of plate m inches. 1 O. For basic design values of the Computrus Plate, indicated by the prefix •c•, see I.C.8.0. R.R. 4211. 1 1 • J~:9~~'r!rtV~r l~~~c;;ec~i~i ~1::~:t~~~~f ~~~s~d. '.!1i gf~~,~ :r;~;·o'~:. -\ 1111i 1f 11n111· LUMBER SPECIFIGA TIONS SIZE ,.SPEC:l.E GRADE . ·, PANEL (S) , TOP CHORDS: 2x 4 OF #2 1-, 4 BOTTOM CHORDS: 2x 4 OF #2 1, 2 WEBS: 2X 4 OF STD/STUD 1-3 TC LATERAL SUPPORT<• 12"0C, VON. BC LATERAL SUPPORT <s 12"0C, UON. 9-09-00 I IIIIIHllll lllll lllll lllll lllll·IIUIIII' TRUSS SPAN 19'-6.00" LOAD DURAHON INCREASE• 1.25 + · SPACED 24.0" O.C. LOADING LL( 16.0)+0L( 14.0) ON TOP CHORD• DL ON. BOTTOM CHORD= lOTAL LOAD• 30.0 PSf 5.0 PSF 35.0 PSF 130TTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP ANO BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. 9-09-00 j AN~I/TPI1 SINGLE MEMBER FORC~S T 1• -1408 B 1• · 1326 W 1• T 2= -1025 B 2,;, 1325 'w 2= T 3• -1025 W 3• T 4= -14()8 LEFT• 682 RIGHT = JOINT JOINT .BEARING AREA REOUIREQ (SO. 1 1.09 OF/ 1.69 HF/ 5 1.09 OF/ 1.69 HF/ MAX LL DEFL s -.049" MAX TL DEFL • -.104" MAX HORIZ .. LL DEFL • MAX HORIZ. TL DEFL = I! 6 L/240 • I! 6 L/180 • .017" I! 5 .036" I! 5 CONO. 2: 1400 .. 00 LBS DRAG LOAD. 4WRGO -380 380 -380 683 IN) 1.61 SPF. 1.61 SPF .946" 1.261" 12 4.00 c::::::""' 12 --.:::::::::l4.00 ~ -~ I C> Scale: 3/8" JOB N~ME: C22 HELIX/SEAVIEW FILE NO.: C22 DATE: 9/25/2000 DES. BY:~ SEO.: 164892 {,/2,~ C-2.5x2.6 C-2.5x7.7 19-06-00 WARNINGS: 1. Aud .. GM.,.. NotH and Warnings before con11ructfon of tn111H. z. Buldw and we-ctlon oontnctor should be advl1ad of aN GenwU NotH -,d Warning• before oon1tructlon oommlt\OH. 3. 1 x3 comprH1lon wtb bra'*ig must be Installed wh•• shown + • 4. AN lat..-al fore• t••lttlng' tf•mfflta such at temporary and permanent bradng, must b• dHlgned and provided by dfflgnw'of complet• stn.ictur•. Computnn anumH no rffponslbltty for such bradng, s. No toad should b• appHed to any compon-,t untN aftH aN bracing and f11tanen are complete. and at no time thould any load1 grut« than dHlgn loads be applled to any componant. e. Computru, hH no control ovw and auumH no rHponslbllhy for th• fabrication, handMng, •hJpmtnt and lnrtaNatlon of componMh. 7. This d••lgn I• furnish~ 1ubJfd to th• lmhatlon, on tn,11 dnlgn1 ,., forth by th• lru11 Plat• lnstttut• ln"'Br1olng Wood TNHH, HIB-91·, a copy of which wlH b• fumlsh.-d by Comptrtrus upon r.-queat. Ihis design prepared from compute'r General Note,, unless otherwise noted: 1. Design to support loads as shown. Design 2. Design assumes the tol) and bottom chords to be laterally braced at 2'·0 o.c. and at 12'·0· o.c. respectively. 3. 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation of truss 1s the responsibility of the respective contractor. 5. Design assumes trusses are to be used in a non-corrosive environment, and are for ·dry condition· of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is l)rovided. 8. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. 9. Digits indicate size of plate in inches. 10. For basic design values of the Computrus Plate, indicated by the prefix •c•, see l.C.B.O. R.R. 4211. 11. The Computrus Net Section Plate is indicated by the prefix "CN", the des19n~tor ( 18) indicates 18 ga,,_ matertal is used. All others are 20 ga. conforms to UBC-97 An Ver: 1: 07 ( 1L) -w ... Camt1uTrus Inc. M,1,Nl,IrAcr1.rRING. ENGl"IEERING, COMPl'TEq <-•<-1(~$ -\ '"" tllllllllllllll I IIIIII IIIII IIIII IIIII IIIII IIIIIIIII IIII LUMBER SPECIFI_CA TIONS SIZE · SPECIE GRADE PANEL (SI TOP CHORDS: ' 2x 4 OF _#2· 1!. 6 BOTTOM CHORDS; 2x 4 DF #2 1-3 WEBS: 2x 4 OF STD/STUD 1-6 TC LATERAL SUPPORT <• 12"oc: UON. B.C LATERAL SUPPORT <= 12"0C, UDN. TC UNIF LL ( TC UNIF LL ( TC UNIF LL ( BC UNIF LL ( 23-0-0 HIP SETBACK 8-0-0 FROM ENO WALL LOAD OUAAT~ON INCREASE• 1.25 +. LOAD~NG 32 .0) +DL ( 2B.O)• 60.0 PLF o· .b" 10 a· 80 .0) +DL ( 70.0) = 150.0 PLF 8' .O" TO .15' 32_.0) +DL ( 28.0)~ 60.0 PLF 15' .O~ TO 23' .,0) +DL( 25.0)• 25.0 PLF o· .O" TO 23' TC CONC LL ( JC CONC LL ( 298. 7) +DL ( 298. 7) +DL ( 261.3) • 261.3) = 560.0 LBS@ 8' 560.0 LBS@ 15' :o· .o· .o• VERT .o• VERT .o• VERT .o· ·vEAT i I ANSI/TPI 2 MEMBER FORCES· 4WRGD T 1-, -4760 ·B 1• 4470 . W 1• 160 T 2• -4804 B 2= 5040 W 2• 394 T 3• . -4594 B 3• 4470· W 3• -5,18' T 4• -4594 W 4-, -516- : -T 5• -4B04 W 5• 394 T 6• -4760 W 5,. 160 LEFT• 1852 RIGHT • 1852 BEARING AREA REQUIRED (SQ, IN) JOINT JOINT 1 2.96 OF / 4-.57 HF / '4.36 SPF 7· 2.96 OF / 4,57 Hf; / 4.36· SPF ·NOTE: 1X3 BRACING AT 2-4" O. c. FOR ALL FLAT·TOP CHORD AREAS NOT SHEATHED.$ ~ ~ I c:, 8-00'-00 12 4 . 0 0 v""'" C-4x7.7 C-5x7. 7 (S) ; ( 2 J complete trusses required. WJoin together with 16d Box nails staggered at 12• oc throughout top chords, 12· oc throughout bottom chords, 12• oc throughout webs. 1-~00-00 C-2.5x4.3 C-4x7.7 C-2.5x7.7 8-00-00 12 ~4.00 In -~~ I c:, MAX LL OEFL • - • 105" @ 9 L/240 • 1. 121" MAX TL OEFL = -.224"@ 9 L/180 • 1.494" MAX !iORIZ. LL OEFL_• .0~5"@ 7 · MAX HORIZ. TL DEFL = .075" @ 7 ,k 23-00-00 Scale: 1/4" JOB NAME: A23 HELIX/SEAVIEW FILE NO.: A23 DATE: 9/25/2000 DES. BY: ~_:f' SEQ.: 164561 A1.~ WARNINGS: 1. RHd aN G«aenf Notes and Warnings befor• oonstNctlon of tNHH. 2. Builder •nd ffecllon contractor ttio)atd b• advl1itd of d GWl•al Not .. and Wamlngt befor• con11Nctlon oommencn. 3. 1)1:3 compr•Hlon wN bracing must be ln•t•NNI whare thown .f.. 4. All lataral force reslstlng .iement1 such H t•mporary and p«manent bradng, must b• d•algn.cl and provided by dnlan• of complllt• atructur•, Computrua aHum•• no rHponalblffty for sud, bracing. 5. No load should b• appllN to any component untN aft• •JI bradng and fast"11HI ar• complet•, and at no tlm• thould any loads grHt., than dHlgn loads b• appN•d to any component. 8. Computrus has no control over and .. ,um" no rffpon,lbHhy for th• fabrication, handling. shlpm9ftt and lnttaHatlon of oompontntl. 7, Thi• d•1lgn I• fuml1hH •uble-ct to th• Imitation, on truu dtslgns Ht forth by th• Tru11 Pl•t• lnl'tltut• 1n•aradng Wood T11111H, H•-e1 •• • copy of which wNI b• fuml1hN by ComputN1 upen r11q11nt. This des iqn ore pared from co·mouter ! nput by Calif or111JLJ.r-u1>.§. ,!AflA_QO General Notes, unless otherwise noted: 1. Design to support loads as shown. . Design 2. Desi9n assumes the to~ and bottom chords to be laterallv braced at · 2'·0 o.c. and at 12·-o· o.c. respectively. 3. 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation of truss 1s the responsibility of the respective contractor, 5. Design assumes trusses are to be used In a non-corrosive environment, and are for "dry condition" of use. • 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. , 7. Design assumes adequate drainage is provided. 8. Plates shall bo located on both laces of truss, and placed so their center lines coincide with joint center lines. 9. Digits indicate size of plate in inches. 10. For basic design values of the Computrus Plate, indicated by ,the prefix "C", see l.C.B.O. R.R. 4211. 11 · J~9<;.~'ro':.'IV~i i~:c~f;:i~i ;.t~:t~!f~!".:'.~J. 'Zl :f~~ :<;!';·ot~. conforms to UBC-97 An Ver: I. 07 (IL) -W MAN1.tFACfl1AING, Et.iGINffFU!<l'l , COMP1.•t(q R"$1(,.,,:,, :\I 1:,, 1!111111111111 I llllll lllll lllll lllll 111111111111111111 ; I LUMBER SPECIFICATIONS SI-ZE SPECIE GRADE PANEL (SI TRUSS SPAN .23'-.00" LOAD DURATION INCREASE• 1.25 SPACED 24.0" O.C. ANSI/TPI T. 1-r 2• SINGLE MEMBE8 FORCES -4WRGO -1BT1 B ·1• 3757 W 1• :.155. -1681 8 2·= 1'779. W 2-· 246 TOP CHORDS: 2x 4 OF #2 BOTTOM CHORDS: 2x 4 OF #2 WEBS; 2x 4 OF STD/STUD· 1.! 6 1-3 1-6 LL ( 16 .0) +DL ( 14 .0) DL ON LOADING ON TOP CHORD BOTTOM CHORD TOTAL l,QAD • 30.0 f'SF 5.0 PSF 3~.0 PSF T 3• -1600 B 3• 1757 · W 3• -207 T 4= -1600 W 4= ·-207 T 5• -1681 W 5• 246 T 6= -1871 W 6• -155 LEFT• 805 RIGHT• 805 BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP TC LATERAL SUPPORT<• 12"0C, UON. BC LATERAL SUPPORT <= 12"0C, · UON. ANO BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. BEARING AR~A REOUIREO (SO. IN) NOTE: 1X3 BRACING AT 24'' O.C. FOR $ ALL FLAT TOP CHORD AREAS NOT SHEATHED. Ln ..... ~ I 0 Scale: 3/B" JOB NAME: B23 HELIX/SEAVIEW FILE NO.: B23 ~-rs DATE: 9/25/2000 DES. BY: 6'_5 SEO.: 164576 12 4.00 c;:::::""" C-1.5x2.6 WARNINGS: 10-00-00 8;.;.0.-0:.> C-4x6 -! 1. AHd aN G.n.,al Not" and Warning• before oons1Nc1lon of tnassn,., 2. BuUdet' and enctlon contractot shOufd be advt.eel of al Genanl NolH and Wamlng1 b•for• conttnactlon oomfflenOH, 3, 1 x3 compr•Hlon w.-b br•dna mu1t be ln11affR·wh.,• 1hown +. 4. AN 1,1.,,1 fore• rHl1tlng element, 1\ich H temporary and perma~ffll bracing. must ba daslgn•d and provided by d .. lgntN' of complfla 1tnaoture, Computn,, aHurnas no rHponstbMhy for such bradng. 5. No load should be appNed to any compontnt untN aft« al bracing and fasten.,. a,e complete. and al no time lhoutd any load• grNtw than dnlgn toads b• appbd to any cornponent, 8. Computn,s hH no control over and HSUmff no '"pon,Jbllty for th• fab,tc11tlon, hancfflng, shlp~-,t and lnttd11tlon of oornpontnts. 7. This design Is fumlth.cl sub)«:t te th• lmltatJons on INH dHlgns set forth by th• TN .. Pl•I• lnsthuto 1n•9rac1ng Wood TNHH, H8-a1•, 11 copy of which wMI b• tumlsh.cl by Computn,s upon ffqt.lfft, JOINT 1 1.29 OF / 1.99 HF / 1.89 SPF JOINT 7 1.W OF / 1.99 HF/ 1.89 SPF· MAX LL DEFL • -.077"@ 9 L/240 • 1.121" MAX TL DEFL • -.166"@ 9 L/1BO • 1.494" MAX HORIZ. LL DEFL • :026"@ 7 3-00-00 C-4x6 C-2.5x4.3 · C-2.5x7.7 23-00-00 MAX HORIZ. TL DEFL • .057"@ 7 10-00-00 12 ~4.00 Thts design prepared from computer input by' Cali forni..11 Truss General Notes. unless otherwise noted: tn ..... ~ I 0 JAFl8_QJl. 1. Design to support loads as shown. Design 2. Des19n assumes the tcm and bottom chords to be lateraliy braced at conforms to UBC-97 AnVer: 1.07(1L)-B 2'-0 o.c. and at 121-0· o.c. respect1Vely. · 3. 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation of truss 1s the responsib1hty of the respective contractor. 5. Design assumes trusses are to be used in a non-corrosive environment, and are for "dry condition" of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is provided. 8. Plates shall be located on both laces of truss, and placed so their center lines coincide with joint center lines. 9. Digits indicate size of plate in inches. 1 O. For basic design values of the Computrus Plate, indicated by the prefix •c•, see l,C.8.0. R.R. 4211. 11. The Computrus Net Section Plate is indicated by the prefix "CN", the designator 118) inchcates 18 ga. material is_ used. All others are 20 ga. MANt•rA.CH..•fllNG. (N""11Nf£FIIP411. COIVIP\.•JFR C.V"'-l(M<;, -~, lfllllll-1 111111 LUMBER SPECIFICATIONS SIZE ·SPECIE GRADE PANEL (SI TOP CHORDS: 2x 4 OF· #2 1-1 4 BOTTOM CHORDS: 2x 4· OF #2 1-3 WEBS: 2x 4 OF STD/STUD 1-4 TC LATERAL SUPPORT<• 12"0C, UON. BC LATERAL SUPPORT<= 12"0C, UON. 1 11-0§-00 111111111111111111111111111111111111-IIII TRUSS SPAN 23'-.00" LOAD DURATION INCREASE• 1.25 SPACED' 24.0" O.C. LL( 16.0)+0L( 14.0) DL ON ),.OAOING ON TOP CHORD• BOTTOM CHORD• TOTAL LOAD • 30.0 PSlf 5.0 PSF 35.0 PSF BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP ANO BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. 11'-06-00 . ANSI/TPil SINGLE MEMBER FORCES T 1• -i'736 B ~-1636 W 1- T -2= :..1509 B 2= 1138 W 2= T 3• -1507 B 3-1636 ',:I 3• T 4= -1736 W 4= LEFT• 805 RIGHT~ ' . JOINT JOINT BEARING ·AREA REGUIRED ISO. 1 1.29 OF/ 1.99 HF/ 5' 1.29 OF / 1.99 HF / MAX LL OEFL = -.069" MAX TL DEFL • -.149" MAX HORIZ. LL DEFL • MAX HORIZ. TL DEFL • I! 6 .L/240 • I! 6 L/180 • .022" I! 5 .047" I! 5 '( 4WRGO -317 430 430 -317 805 IN) 1.89 SPF 1.89 SPF 1.121· 1.494' 12 4.00 ~ 71" C-4x4.3 4 3" ',f;;;z( 12 --.:::::::::J4.00 Ln k I 0 Scale: 3/8" JOB NAME: C23 HELIX/SEAVL~ FILE NO.: C23 C.:1.3 DATE: 9/25/2000 DES. BY: /S? 5 SEO.: 164586 C:-1.5x3.4 WARNWIGS: 1. RHd al 0N'l•al Hotn and WarNn1• before oonttrvatlon of tna11••· 2. BuHdK ..,d "tdlon contractor 1h9tifld b• advised of al Genwal NotH and W•mlngt b•for• con,truc11on comrftenoes. 3. 1x3 compr•nlon wwb bracing must be lnttaltd wh•• shown +, 4. AN tat.,al force r••1t11ng ,-lementt 1u,ch H t.mporary Mid pft'man1tnt bradng, mutt be dnlgne-d and provided by dulgn• of complete t1Nc1.ure, Computn,1 a11umn no rHponsJblNty for such bradng, 5. No load ahould b• app..,d to any component untN •ft• al bnidng and fasten.a ar• compl.t•, and at na time thauld any loadt grNt• than dnJgn load, be appNtd to •ny component. 8. ComputN, h11 no control ovw .nd •11urn" no rnPonstbllty for th• fabrication, h1ndffng, ahlpmMt end lnlt ... tktn of oompDftwrt,. 7. Thi~ d.,tgn Is t..nlthff •ubJNI to th• Nmltatlon~ on INH d•Jgri• H1 forth by the Tru11 PS•t• ln,tttute ln"lraolng Wood Trvun, Ha-a1 •• a oopy of which •• bo flN'nlthNI by CofflllutN9 upon roqvod, C-2.5x4.3 23-00-00 This design prepared General Notes, unless otherwise noted: 1. Design to support loads as shown. Design 2. Design assumes the top and bottom chords to be laterally braced at 2'-0 o.c. and at 12'-0" o.c. respectively. 3. 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation of truss 1s the respons1bilny of the respective contractor. 5. Design assumes trusses are to be used m a non-corrosive environment, and are for '"dry condition· of use. 6. 0esign assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is provided. 8. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. 9. Digits indicate size of plate in inches. , 1 o. For basic design values of the Computrus Plate, indicated by the prefix •c•, see I.C.8.0. R.R. 4211. 11 · J~9<;,~~Y~f i~fc;f;~t~ ~:'.~:t~!f~;e~.~J. '.1:11 ~lf.!:~. :e;:;·J~. . ' '!! ~ I 0 b_y_Cal i fornia Tr_us~ ,l_ARAOO conforms to UBC-97 An Ver: 1. 07 ( 1U -w Cam'luTrus Inc. MANll~.ACTltfllNG, ENGINEERING. COMPl'TEq $VSfEM';:, ~ I llllli~ 111111 LUMBER SPECIFICAT'IONS SIZE .SPECIE GRADE . , PANEL (5) , TOP CHOR0S: 2X 4 OF #2 1-, 6 BOTTOM CHORDS: 2x 4 OF #2 1-7 'WEBS: 2x 4 OF STD/STUD 1-11 TC lATERAL SUPPORT<= 12"0C. UON. BC lATERAL SUPPORT<= 12"0C. UON. I 1111111111111111 trlll 111111111111111111 21-10-12 STUB HIP SETBAGK 0-·o-O FROM END WALL LOAD DURATION INCREASE -1.25 + TC UNIF LL ( TC UNIF LL ( BC UN~F LL ( 36.0) +OL ( 82 .J)) +OL ( .O) +DL( LOADING 31.5) - 7l.~) = 25.6)• 67.5 PLF -0' .o· T9 6' 10.8' VERT 153.8 PLF 6' 10.8" JO 21'' 10.8" VERT 25.6 PLF O' .o" TO 21' 10.0· VERT TC CONC LL ( 293.3) +DL ( 256. 7) = 550.0 LBS @ 6' 10.B" : ANSI/TPI T 1-0 T 2= -4087 T 3• -4342 T 4= -4372 T 5• -4214 T 6• -4834 LEFT • ; . SINGLE MEMBER FORCES 4WRGO 8 1-3384 W 1--3786 W 7• B 2= 3384 W 2= .81 W 8= 8 3• 3941 W 3-, 605 W 9• 8 4= ~505 W 4= -186 W10= B 5• 4032 W 5• 543 wq- 8 6= 4~40 W 6•· -338 8 ?-· ,4540 1848 RIGHT,. 2035 ·BEARING AREA REQUIRED (SQ. IN) -275 -461 294 -536 9,5 NOTE: '1X3 BRACING AT 24" 0.C. FOR $ ALL FLAT TOP CHORD AREAS NOT SHEATHED. BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP ANO BOTTOM CHORD LIVE LOADS ACT NDN-CONCU~AENTLY. JOINT 1 2.96 OF/ 4.56 HF/ 4.35 SPF JOINT 7 3.26 OF/ 5.03 HF/ 4.79 SPF lO C) $t C) Scale: 1/4" 6-10-12 12 4.00 c:::::"'"' JOB NAME: 023 HELIX/SEAVIEW ,FILE N0.:023 DATE: 9/25/2000 DES. BY: Z,.l:.,__ SEIL: 1648 79 1:>'23 7-00-00 B-:00-00 12 . MAX LL DEFL'• -.182" 'MAX TL DEFL • -.396" MAX HORIZ. LL OEFL • MAX HORIZ. TL DEFL • @11 L/240 = @11 L/180 - .057"@ 7 .124" I! 7 1.066' 1. 421' C-5.5x9.4 • C-2.5x4.3 C-5.5x9.4 ~4.00 C-5x9.4(S) C-2.5x4.3 ·21-10-12 WARNINGS: 1. And all Ganeral Notes and Wamlng• b•for• construction of tnHtH. 2. BuUd., and tr.ctlon contractor thoufd be advlled of d Gen••I Notes and Wamlngt before oon,trvctlon oomm~ON. 3. 1x3 compr"slon web bradng tnult b• klatdN wheff 1hown +. 4. AN latffal fore. r••lstlng 9l•m.nt, sud) •• t•mpaniry and p..-m,nent bradng, must b• dnlgned and provldfHf by dHlgnff of compl.._• structur•, Computrus assume• no rnpon11bNtty for 1uch bracing, 5, No load 1hould b• appNed to any oompon.nt untl •fttr aH bradng and f11ttn1tt ar• complete, and at no time 1hould any toad, grea1tr than dnlgn loads be appNed to any componfflt, B. ComputNI hH no control ov• and assumn no rnpon1lbUtty forth• fabrication, handing, shfpment and lnsta .. tlon of compon-,ts. 7. Thi• ~fflgn 11 furnl•h-4 •ublact to the lmhatlons on tNH dnlgns a.t forth by the TNH Plate lnsthut• 1n·ar.c1n1 Wood TNHff, H•·e1 ·, a copy of which wlN be fumlahtd by Cornputrua .. on r-.,nt. C-1.5x2.6 Ln .... ~ I C) Ihi~d-~siqn prepared from computer input b General Notea, unless otherwise noted: . 1, Design to support loads as shown. Design 2. Oesi9n assumes the top and bottom chords to be laterally braced at -2'·0 o.c. and at 12'·0· b,c, respectively. . 3. 2x4 Impact bridging or lateral bracing required where shown • + 4. Installation of truss 1s the responsibility of the respective contractor·. S. Design assumes trusses are to be used in a non-corros1v~ environment, and are for ·dry condition• of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is provided. 8. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. 9. Digits indicate size of plate in inches. 1 O. For basic design values of the Computrus Plate, indicated by the prefix "C", see I.C.8.0. R.R. 4211. 11. Th~ Computrus _Net Section Plate is inC:ficated by ~he prefix •cN'", the designator 1181 1nd1cates 18 ga.,material II used. All others are 20 ga. conforms to UBC-97 ~ AnVer: 1.07(1Ll -W -...-.,;:.;.;-i4;;~, CamEuTrus lnc. MAtWrACfllRING • ENGINEERING , COMPllf£A "-Y$T£M~ ~ .,. ... 111111111111111- LUMBER SPECIFICATIONS SIZE ·SPECIE GRADE , PANEL (SJ • TOP CHORDS: 2x 4 DF 112 1.J 5 BOTTOM CHORDS: 2x 4 OF 112 1-3 WEBS: 2x 4 OF .. STD/STUD 1-7 111111111111111111111111111'1111111111111 TRUSS $PAN 20'-3,38" LOAD DURATION INCREASE• 1.25 SPACED 27.0" O.C. LL( 16,0)+0~( 1~.0J DL. ON LOADING ON TOP CHORD-• BOTTOM CHORD= TOT AL LO'AD • · 30.0 PSF 5.0 PSF 35.0 PSF BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD .. TOP ANO BOTTOM CHORD LIVE LOADS ACT NDN-COi•fCURRENTL Y. A~~i/TPii SINGLE MEMBER· FORCES AWRGD T 1• 0 8 1• 1003 : W 1• -128 J 2= -1137 B 2= 1090 w· 2= -1192 T 3• -1169 B 3• 1562 W 3• 104 T 4= -1226 w· 4• 23 T 5• -1658 W 5• 129 W 6= 128 W 7• -419 'LEFT • 794 RIGHT= B03 TC. IATERAL SUPPORT ,::= 12"0C. UON . . BC LATERAL SUPPORT<= 12"0C. UON. BEARING AREA REQUIRED (SQ. IN) NOTE: i"X3 BRACING AT 24" 0. C. FOR Al;! ... FJ-1\T TOP C_lilJRD AREAS 'NOT SHEA THEO. 1 ;r Scale: 1/4" · 8-00-06 12 4.00 i::;::::--- j-06-0~ 'I C-5.5x6-C-4x6 C-2.5x7.7 C-5x6 (S) 20-03-06 JOB NAME: E23 HELIX/SEAVIEW FILE NO.: E23 DATE: 9/25/2000 DES, BY: l:..L SEG.: 164880 )(;1.,.'b WARNINGS: 1. Rud•• Genlnl Note, and Warning, b•loN oonstrvctlon of trun.n. 2. Buldltt' and «a-ctlon contractor tho~ b• advf•ed of• Gane,al NotH and W•mlngt before conttruotJon oommenctt. 3. 1 x3 oompr• .. lon web bracing mun be ln~taled wh•• shown + • 4. AN 1,1.,,1 fore• re1l1ttno .t•f!'Mtt tuc:11 H temporary and perm1i1ant bracing, must b• dnlgnfll and provldl'd by de1lgnw' of complete atn,ctur•. ComputNs .. ,umH no rnponalblltty for such br•dng, G. No load 1hould b• appNtd to any component w.111 afl..-•• bradng and f11tenlfs ar• comple-te, 1tnd at no time thould any loadt grHt• than design l01d1 b• apptff'd to any compontnt. 8, Computrus hat no control over and auumH no rupontlbHhy for th• fabrication, handlfng, shipment and lnttdatlon of compon.,..ts. 7. Thi• ilHfgn I• fwnlshed iublect to th• •mltatktnt on trust dnlgn• Ht tonh by the Truu Plate lnstttuto 1n•anq Weed Truuu, H•,91•. • copy of which w• be fumlshN lty C•fflPUlnn upon requnt, 10-09-00 12 ~4.00· '( .1.n . :1.· • CY') 0 I 0 JOINT 7 1·.27 OF / JOINT 6 1.28 OF / MAX LL OEFL,. -.047" MAX TL DEFL • -. 1'00" MAX HORIZ. LL OEFL • MAX HORIZ. TL DEFL • Th~pesign prepared from computer input by Ca General Notes, u"less otherwise noted: 1.96 HF / 1.98 HF / @ 9 L/240 • @ 9 L/180 • .018"@ ·6 .038"@ 6 1.B7 SPF 1.89 .SPF. _995• 1. 313". 1. Design.to support loads as shown. Design 2. Des19n assumes the top and bottom chords to be laterally braced at conforms to UBC-97 AnVer: 1.07 (ILi -W 2'·0 o.c. and at 12·-0· o.c. respectively. 3. 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation of truss 1s the responsibility of the respective contractor, 5. Design assumes trusses are to be,used in a non-corrosive environment, and are for •dry condition" of use. 6. Deaign assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is provided. 8. Plates shall be located on both faces of truss, and place.: so their center lines coincide with joint center lines. 9. Digits indicate size of plate tn inches. 1 O. For basic design values of the CompUtrus Plate, indicated by the prefix ·c·, see 1.c.a.o. R.R. 4211, 11. The Computrus Net Section Plate is indic•ted by the prefix "CN", the . designator 118) mdicates 18 911 .. material is used. All others •re 20 ga. -a....,-.,..,.._u~...,:.:..-,;.J..;.._ MA.Nl1FAC1'.•RING. ENGINEERIP4G, COMPVTER <;YSTfMS ~) ~~ 111111111111111 -- LUMBER· SPECIFICATIONS SIZE . SPECIE GRADE · ' PANEL (SJ ' TOP CHORDS: 2x 4 .OF 1#2· 1-' 4 BOTTOM CHQROS: 2x 4 DF 1#2 1-3 WEBS: 2x 4 DF STD/STUD 1-6 TC LATERAL SUPPORT<• 12"0C, UON. ·BC LATERAL SUPPORT <= 12"0C, UON. 8-05-04 I IIIIII IIIIHIIII IIIII IIIIMllll 11111111 TRUSS SPAN 19'-U.25" LOAD DURATION INCREASE• 1.25 SPACED 24.0" O.C. LL( 16.0)-fOL( 14.0) DL ON LOADING ON TOP CHORD• BOTTOM CHORD TOTAL LOAD• 30.o Psr 5. 0 P.SF- 35 .0 PSF BOTTQM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. 11-06-00 ,:• i ANSI/TPI1 SINGLE MEMBER FORCES 4WRGO T 1• 0 B 1• 847 wt-· -127 T 2= -899 8.2= 1369 W 2= ·--1004 T 3• -899 ·B 3• 1369 W ·3. 7 T 4= -1452 W 4= 281. W 5• -554 W 5,. 58 LEFT• 695 RIGHT • 70·1 BEARING AREA REQUIRED (SO. IN) JOINT JOINT 6 1. H OF / .1. 71 HF /' 1. 63 SPF 5 1.12 OF/ 1.73 HF/ 1.65 SPF MAX ~L OEFL • -.044"@ 8 L/240 • MAX TL OEFL = -.097" ·@ B L/1B0 = MAX HORIZ. LL OEFL • . 015·" @ 5 MAX HORIZ. TL DEFL = .033"@ 5 .968" 1.290" \ ! 12 4.00 ~ C-4x4.3 '4,J; 12 ~4.00 [ Scale: 1/4" JO!LNAME: F23. HELIX/SEAVIEI'/. FILE NO.:F23 \"12, DATE: 9/25/2000 DES, ev:z:.,e:_ SEO.: 164881 •-m-- LC') ..... ~ ,· C-2.5x7.7 C-1.5x2.6 ·I c:, 19-11-04 WARNINGS: 1. Rod •• Genwal Notu and Wamlng• befor• oonatructlon of tNnn. 2, Builder .,,d ..-..ctlon contrutor thoul~b• advlHd of al Gffl«al Not•• and Wamlngt before construction oommWlcn, 3. 1 x3 comprH•lon wN br~dt19 must be lnstallad wh.,. shown + • 4, AU lateral fore• H·tl1tln9 elemMt1 such H t•mpora,y and p«manent bradng, mt.1st be dHlgnflf and provld.cl by dftlgn.,. of oomplete ttNctur•. Computru• astumH no rHpontlblitty for such bracing. 5. No load should b• applfff to .ny compon.at untll after aM bracing and fasteners are compltt•, and at no time should any loads grHttr than dttlgn loads be applltd to any component. 8. Computrus hat no control ovw and Htumff no ruponslbfflty for th• fabrication. handtlng, thlpmlftt and lnstdatlon of componw.ts. 7. Thi• detlgn Is fuml•htd subJtot to th• lmltatJons on truH dnlgns set forth by th• TNH Plat• lnsthut• tn"lradng Wood Truuot. HB-e1·. • copy of which wlll b• tumfthtd by ComputNt upon rt,qUut. , Th is des 1gn.......t1.CT "1t<RROO General Note,, unless otherwise noted: 1. Designtosupportloadsasshown. · Oe«-inn confgrms to UBC-97 2. Desi91n assumes the to~ and bottom chords to be laterally braced at ~.:t..'11:.,:..-· ... ,.,. -..... •,.v·-~ • ·.v-... , -·-An Ver: 1. 07 ( 1L) -W 2'-0 o.c. and at 12'·0· o.c. respectively. 3. 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation of truss 1s the responsib1htJ of the respective contractor. S. Design assumes trusses are to be use in a non-corrosive environment, and are for '"dry condit1on· of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is provided. 8. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. 9. Digits indicate size of plate in inches. · 1 O. For basic design values of the Computrus Plate, indicated by the prefix 11. ~~;, ig::,~~ir~·:'ii~/§e!~~~ Plate i• indicated ·b the prefix ·cw, the designator { 181 indicates 18 ga.,material is usei. All others are 20 ga. Cam'luTrus Inc. MANt.'FAClLrRING. £UGtN£ER,NG. COMPltfEfi '$\-<;fEPdS ... : ~ ..,,... 111111111111111 1111111111111111111111u11111111·11111111 LUMBER SPECIFICATIONS 28-10-0 HIP GIRDER SETBACK 6-0-0 FROM ENO WALL ANSi/TPI l_ 3 MEMBER FORCES 4WRGD SUPPORTING 32-6-0 . T 1• -12549 B 1• 11907 W 1-14,16 W 7• -4029 SIZE . SPECIE GRAOE . PANEL (S) LOAD DURATION INCREASE= 1.25 + T 2• -1J706" B 2• 11907' W 2= -612 W B= · 13306 ' TdP CHORDS: t 3• -11205 B 3• 9891 W 3• ·, 2013' W 9• 990 2X 4 DF #2 1.! 7 !,.OAOING T 4,. 5865 B 4= 9891 W 4= 1359 W10" -4245 .BPTTOM CHORDS: I T 5• -7017 '3 5• -5865 W 5• 3123 W11•· 397B 2X 8 DF. #2 1-7 WEBS: TC UNIF LL( 32.0)·+0L I 28.0)" 60.0 PLF o· .O" TO 6' .Q" VERT TC UNIF LL( 64.0) +OL I 56.0)• 120.0 PLF 6' .O" TO 22' 10.0" VERT T 6= -7305 B 6= 10689 W 9= -1629~ T 7• -11265 B 7• 106B9 2X 4. 'OF #2 4 6, B 2x 4 OF STD/STUD 1 1-5, 7, UON. TC UNIF LL( 32.0) +OL I 28.0)• 60.0 PLF 22' 10.0" TO 28' 10.0" VERT BC UNIF LL I .O)+OL( 20.0)= 20.0 PLF O' .O" TO 28' 10.0" VERT t:EFT = 5034 RIGHT= 4773 ·9-11 BC UNIF LL( 213.5) +OL [· 289.B) • 503.3 PLF o· .O" TO 28' 10._0" VERT INT.• 11325 @ 17·'-4.3" BEARING AREA REOUIRED (SQ. IN) TC LATERAL SUPPORT<• 12"0C, UON. BC ,LATERAL SUPPORT <= 12"0C, UON .. NOTE: 2X't BRACING AT 24" O.C. FOR $ ALL FLAT TOP CHORD AREAS NOT SHEATHED .. Caution: Note bearing area requirements. TC CONC LL( 160.0)+0L( 140.0)• 300.0 LBS@ 6' .O" TC CONC LL( 160.0)+0L( 140.!))= 300.0 L'3S@ 22' 10.0" *~BC CONC LL+OL• 2706.0 LBS@ 25' 4.5" JOINT 1 8.05 OF-/ -12.43 HF/ JOINT B 7,64 OF/ 11.79 HF/ JOINT 12 18.12 OF/ 27.97 HF/ 11.84. SPF 11.23 SPF 26.65 SPF BOTTOM ~HORD CHECKED FOR 10PSF LIVE LOAD. TOP ANrJ BOT~OM CHORD LIVE LOADS ACT NON-CONCURRENTLY. * Hanger to apply concentrated · load(s) to all members.** · I 3 ) complete trusses required. WJ Join together with 16d Box nails staggered at 12·" oc throughout top chords, 6-00-00 4" oc throughout bottom chords, 12" oc throughout webs. Note: Stagger splices on adj_ acent members. Loads as given 16-10-00 6-00-00 12 ' 12 11.00i:::::==7' C-4x9.4 C-5 47 .g C-5 g 4 C-4x9.~4.00 in C-5x14.5 · ·. + _ · · C-5x14.5 r C-3x7.7 . C-3x7.7 4"typ. C-3x7.7 C-7x/4.5 · ·• I h-*2"706.lf L 10-00-00 L 18-10-00 L I, 17-04-04 r 11-05-12 · ), ~ 28-10-00 PROVIQE FULL BEARING .1/f Scale: 3/16" MAX LL DEF.L • -.120" MAX TL DEFL • -.273" MAX LL DEFL ·= -.Q49" MAX TL DEFL • -.174" MAX HORIZ. LL OEFL • MAX HORIZ. TL OEFL • 1!11 L/240 • @11 L/1B0 • @13 L/240 @13 L/180 • .018" @12 .046" ·@ B · .B53" 1.137" .559" .746" + Laterally brace to roof diaphram·. + _2x4 web brpCJ! required. !We.dge required· at heel Is)·! 11.H~~--..:·':..•-~ '"'•'"'"'"'•'• JQ.ILNAME: A24 HELIX/SEAVIEW Jhu;_de~ California Truss WARNINGS: I \ ' JARROD A~\ 1. RHd all 01tn•al NotH •nd WamJng, befor• construction of truuu. 2. Butldtr and erffllon contractor ,h~ b• advt.ff of al 0"'1aral NotH and _J'~lngt b•for• construction comm1nON. General Not••, unleas otherwise noted: 1. Des!gn to support loads as shown. Design conforms to UBC-97 ·AnVer: l.07 (ill -W 2. g~~9~-~~~e:t t~~·~'/f-~~g_ ~~!~oe~i~~r;~s to be laterally braced at FILE NO.: A24 DATE: 9/25/2000 DES. BY:~ SEQ.: 164885 3, 21,.1q-comprffslon wab bradng must be Intl.tied wh•• thown .f. • 4. AN lateral fore• resisting tif•mffltl tuffl •• t•rnporary and ptrmanlflt bradng. mutt b• dHlgnad and provided by d"lgnW of oompl.t• ttructure, Computrus anumH no raponslblltty.for such bradng. 15. No load should b• appNMI to MY componfflt 1#\tN aftw 1N bradng and fnhntn are compl.t•. end •t no time should any,lo1dt greater than d"1gn load, b• appRN to any componfflt, 8. Cornputrus hH no control ov.r and assumu no rHponslbutty for the fabrication, h•ndllng. thlpment and lntt.a.tton of oamponent,. 7. Thft 1dulgn Js tumlthecl •ubfect to th• lmhatlons on trv11 dfflgns Ht forth by the TNH Plate ln1111tute 1n·ar.._ Wood TNHN1 H•·91 •, • copy ot which wll b• fumlthM by CompU11111 upon HqUfft, 3, 2x4 Impact bridging or lateral bracing re~uired where shown + ~ t ~:!r~1~1!~~u~!~u:r~!~!~eai:~~o~,e~~d fn ~~o~~~g~,~~r:/:~sr:a~~ent. and are for •dry condition· of use. 6. ~:~~~~a~~~umes full bearing at all supports shown. Shim or wedge if I CamguTrus Inc. t ~~~~sn .t'a'li"::'eero~~;~~~ g.::~nt.llc:"e~· t,rf,t~:.dand placed so their center ",...._ ___ _ lines coincide With jornt center lines. MANU,,'Cfllr11'4G. fNl'..INEER/Nrj CO~Pl'1ER C.\'"-TEMC. 9. 0191ts indicate size of plate in inches. · 10. For basic design values of the Computrus Plate, indicated by the prefix ,,. ~~:·c~~\;5ii!'l¼~i'~.~~~~Plate is indicated Ii the prefix "CN", the designator 11 BJ indicates 18 ga. material is usei All others are 20 ga.