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Home My WebLink About1950 KELLOGG AVE; ; CB960249; PermitCity of Carlsbad 92008 08-08-2017 1635 Faraday Av Carlsbaq, CA Building Permit Permit No:CB960249 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: OccGroup: 1950 KELLOGG AV CBAD PLANCK Sub Type: 2120920300 Lot#: $720,000.00 Const Type: VN Reference#: Project Title: 4 TILT UP BUILDINGS 2@9987 SF AND 2@ 5029 Applicant: SILLMAN/WYMAN INC. 6181 CORNERSTONE CT. EAST #1 SAN DIEGO, CA. 92121 619 453-4320 Owner: SUMITOMO BANK Total Fees: $0.00 $0.00 Payments To Date: Status: Applied: Entered By: Appr/Issued: Inspect Area: $0.00 LZ dB 02/13/1996 MDP 03/16/1996 Balance Due: Description Fee BUILDING PMTS -1,755.00 Plan Check Fee 1,755.00 P1ffiMTI' hPllCATION PLAN CHECK NO. 1._(o--Z, 't 1 City of Ca:irlsbad Bui.lding Department 2075 Las Palmas Dr., Carlsbad, CA 9~009 (619) 438-1161 ESf.VAL J?_C: cY:.JU .- PLAN CK DEPOSIT r ( ~ff S"'~~ 1. PmtMlt TYPE VAlID.BY_-,:,-+-+-=,------> __ From list 1 (see back) give code of Permit-Type: ___________ _ For Residential Projects Only: From list 2 (see back) give ~ode of Structure-Type: ____________________ _ Net Loss/Gain of Dwelling Units _________________ _ {V\5 °! soooJ tJ.:i.O 02/13i96 Oi'.)01 01. C---PRMT 02 1755~00 2. PROJECI' INFORMATION Address FOR OFFICE USE ONLY Nearest Cross Str~t LEGAL DESCRIPTION Lot No. CHECK BEWW lF s0BMil l'EO: Building or Suite No. · Subd1VIs1on Name/Number D 2 Energy Cales D 2 Structural Cales D 2 Soils Report D 1 Addressed Envelope OmtNo. Phase No. ASSESSOR'S PARCEL EXISTING USE PROPOSED USE DEJ.cffllI/?i~F~c;,e::re OJJWINAC, 2 <!. 10,0OO<::;F !f t-~ P;~r~-P. S(J FT. # OF STORI~ # OF BEDROOMS · '/-#OF~1'HROOMS ;{. WNIACI PEl&JN (If dmerenf from applicant) 1~0 lit,. NAME (last.name first) ' AO'f>RESS J JD . NAMjE (last name first$JJ./VY'N : WYMMJ, JNO,ODRESS €,/t!J/ ~ ct;()p:( ~ ~rre f 0/ CITY SlrN DF!:eo STATE Cir . ZIP CODE ~2./2-) DAY TELEPHONE( (2,/4') ~-~?, ').,Q s. ~~~t ~::e1Wirst)~ Fof!.. J!V DUS"ff4J -~s ZVZ<; Avf}}NLO'\ P(5-' l.r/t fi.lA.YA CITY 1../pJOLl:l'I STATEC/t ZIPCODE':JZ0?:,7 DAYTELEPHONE(PI~) 15,~J-17600 1. \,V0RkERs' ooMPENsATION\ Workers' Compensation Oeclaratlon: I hereby affirm that I have a certJhcate of consent to self-insure issued by the O1rector of lndustnal Relations, or a certificate of Workers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified by the Director of the insurer thereof filed with the Building Inspection Department (Section 3$00, lab. C). SIGNATURE DATE 8. oWNER-B01IDER DECLAR8110N Owner-Builder DeciaratJon: I h~reby aihrm that 1 am exempt from the ContractoPs License I.aw for the following r:eason: D 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.). D I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Gode: 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 Llcense law). D I am exempt under Section _______ Business and Professions Code for this reason: (Sec. 7031.5 Business and Professions Code: Any City or County which requires ~ permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to (ile a signed statement that he is licensed pursuant to the provisions of the Contractor's license law (Chapter 9, commencing 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 ($500]). SIGNATURE DATE COMPLETE 11-us SECTION FOR NON-RESIDENTIAL BO!IDING PERMITS ONLY: Is the applicant or future building occupant required .to submit a business plan, acutely hazardous materials registration form or risk management aµd prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 YES ONO Is the applicant or future building occupant required to obtain a permit from the air pollution contr9l district or air quality management district? DYES . D NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES ONO · IF ANY OF nm ANSWERS ARE YFS, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED AFI'ER JULY 1, 1989 UNLESS nm APPUCANT ~ MET OR IS MEETING nm REQUIREMENTS OF nm OFFICE OF EMERGENCY SERVICES AND nm AIR POU.UTION OON1ROL DISI1UCT. 9. OONS'IROCIIDN I.f'.NOING AGENCY . . . I hereby affirm that there 1s a ccinstructJon lendu;1g agency for the performance of the work for which this permit 1s issued (Sec 3097(1) CIVIi Cod~J. LENDER'S NAME LENDER'S ADDRESS 10: APPUCAN1 CERIIFICJrnON I certify that 1 have read the apphcat1on and state that the above information. 1s correct. 1 agree to comply with all City ordmances and State laws relating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I AISO AGREE TO SAVE INDEMNIFY AND KEEP HARMLF.SS nm CITY OF CARISBAD AGAINSf All. IJABILITIF.S, J{!DGMENTS, CXJSTS AND EXPENSES WIIlCH MAY IN ANY WAY ACCRUE AGAINSf SAID CITY IN OONSEQUENCE OF nm GRANTING OF TIIIS PERMIT. OSHA: An OSHA permit is required for ex~avations 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 IJmitation and become null and void if the building or work authorized by sue it is not commenced within 365 days from the date of such permit or if the building or work autho ·zed y such permit is suspended or a n any time afwi-.....,"7"1'JJrk is ommenced for a period of 180 days (Section 303(d) Uniform Bun,-·. •E,,~~"'>t APPIJCANT'S 'SIGNATURE A._ ___ .,. DATE: -Soll!~'4-.,.4,,~ ··~ i i \ \ \ Date: File: ' " . ' ~' ' . ' . \ ' 1, I •' , ', ' \ ~' , 1 '~ i \ '• "' 'J \~ September 13, 1996 096-60088-20 City of Caf'lsbad Building Inspection Department 2075 Las Pa/mas Drive Carlsbad, California 92009 Field J,ispector: Tim PROJECT: Homes for liidushy fl9~7J~i_!{o.g A venu] Carlsbad, Calif omia FINAL REPORT Building Permits: 960465 900464 960452 960453 960462 960463 960454 960455 This letter will serve as confirmation that the required Special lnspectfon for the subject project has been completed and to the best of my knowledge, the work is in conformance with the approved plans and specifications and applicable workmanship provisions of the building code. Registered Inspector's daily reports regarding the special inspections are on file with the City of Carlsbad Building Inspection Department and include the following: 1) Rei11forced Concrete Inspection 2) Welding of Structural Steel Inspection 3) Epoxy Anclwrs Installation Inspection The Registered Special Inspectors conducting the aforementioned inspections are licensed with the City of Carlsbad and are in the employ af Professional Service Industries, Inc. Professional Service I11dustries, Inc. Cf:r~t/Q,r- David J. '-l,an,v ~.1.E. 49661 District Manager Information To Build On PSI • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone. 619/455-0544 • Fax 619/455-1170 I Geotechn~cal l -,~ Page_1_of _L , . Construct,on Consultlng.i. Engineering • Testing INSPECTION REPORT CLIENT ,Pe-rE.i<e. I./ 1'-7" C4VSr,-;..,,,er;o.,v DATE 13 Si!>Prel'-1'815/G, /.::;J9(;.;, Architect __ >J_/U.._~M~rlt-l~'--/2_W~i'l-~_'A'N""'-'-_.a.;./N...;:;._c ____ _ Engineer __________________ _ Contractor. A-rzr1 &:l!G>< //2-q<..f / ~VI t..r ~ . INSPECTION MAT'LSAMPLING QTY __ QSHPD __ Concrete Cylinders -- _QSA _Cement _Specialty __ Mortar Samples -- _. _Mechanical _ Grout Samples -- __ Electrical __ Masonry Prisms -- _Roofing _ Masonry Block -- _concrete .-Fireproofing -- _Masonry _ Units (block or brick) -- _ struct Steel _Asphalt Concrete -- __ Prestress Cone _.Roofing -- __ Pile Driving _ Reinf. Steel __ Fireproofing __ Steel -- _Waterproofing __ H.S. Bolts -- __ . Non-Destructive __ Tendon (PT Strands) _Soils Technician __ Other -- _ Batch Plant . __ Other __ BoltPull-Out __ Other -- REPORT NO.----'-----':;...._-------==------' Building Permit No. _____________ _ Plan File No, ________________ _ Govt. Contract No.--------------- OSA or OSHPD #------------- Other __________________ _ MATERIAL DESCRIPTION )NSPECTION CHECKLIST _Rinf.:Rebar _ Plan & Specs _ Rinf.: W.W.F. 7:1earances _ Rinf.: Tendons _ Positions _ Cone.: Mix #/psi / Sizes _ Cone.: Mix #/psi _Laps _ Cone.: Mix #/psi _ Future Continuity #/psi _ Grout: Mix #/psi _ Consolidation _ Mortar: Type/psi _ Mortar Batchinn _ Units: Block _ Electrode Storage "7 Units: Brick _ Torque Applied _Steel~~ _H.S.Bolts Metal Decking 7 Electrodes B?t:JI fl, _ Fireproofing /other~~~ _ Corrective action required __ _ Corrections completed CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME fV/nz,-~~,,,. A ¥. '" ~, INSPECTOR S;GNATURE ~ . PSl-8-900-170(1) l( CERT. NO. . 5"'.:;:z.c:. / S-2::} 77 DATE__._/ ___ 3'_5-Gff_,-a-. ___ /'"-'-:7.----~------- '/ SEP 13 '96 0?:50AM PRECISION ELECTRIC P.1 COMPANY 10180Quail Canyon Road • El Cajon, California 92021 • (619) 390-2991 • FAX (619} 390-~23 CA License# 534116 • «L. License# 07"501645-M SEPT 13, 1996 CITY OF CARLSBAD BUILDING INSPECTOR AITN:TIM RE: LOT 39 HO:MES FOR INDUSTRY KELLOGG ST PLEASE BE ADVISED mAT ALL BUS BARS HAVE BERN' TORQUED TO THE :MFGS SPECIFICATIONS SHOULD YOU NEED ADDITIONAL INFORMATION, PLEASE DO 'N"OT HESITATE TO CALL SINCERELY ~ RONMASSOTH \, AUG-10-1996 00:42 FROM TO TO: COMPANY; FAX: FROM: DATE: SUBJECT: FAX COVER SHEET PETERBUILT CORPORATION 6235 LUSK BLVD SAN DIEGO, CA 92121 PHONE: (619) 597-8800 FAX: (619) 455 .. 1922 Cil_~FB1LUPs:-:] CITY OF CARLSBAD 438-0894 JIM WEIMAN 8/9/96 HOMES FOR INDUSTRY -LOT 39 1950 KELLOG AVENUE CARLSBAD,CA 4380894 P.01 COMMENTS: Please review the attached letter with regards guaranteeing the process of blocking the truss joist at the bolt location. This is page 1 of 2 pages. If you do not receive all pages, pJease call (619) 597-8800. .., ' \ . AUG-10-1996 ·00:42 FROM August 9, 1996 Tim Philip.s · City of Carslbad Building Dept.. 2075 Las Palmas Driv~ Carlsbad, CA 92009 TO PETERBUILT C. 0 R }• ·<.> R A T I O N RE:. HON!ES FOR INDUSTRY -LOT $9 1950 KELLOG AVE . CARLSBAD, CA 92008 Dear Tim, 4380894 P.02 Upon your request I'm writing this letter to guarantee the pro~ess ·Of blocking the truss joist at the bqlt location was completed per the detail. Seeing that the angle of the · diagonal brace·couldn't be determined at the time the doubler was constructed ·the sequence of block installation is as follows: · · . . 1. : Determi~e· where the brace is going to be installed and b~lted ai .. 2.. Drive a wedge betwe~n the two trusses that form the do.ubler: 3.· Insert the necessary blocking into the proper bolt location. · 4. Remove wedge from the b9ttom and this will lock the inner blocks into position. 5. Install ciuter blo<?f<~ by nailing through to inner block. 6. Install b.olts. · I, Jim Weiman visibly saw this blocking installed. Jf you have any questions, please ·call· me at 619-597-2088, or fax me at 438-0894. TJ,a~k you for your assistance in this matter .. Sincerely, ~Hit.. \hlgtill,,...,. ~.. 1 l.,!,--_·~~..,""" · Jim Weiman, Superintendent GE><F.R.\1. CONTRACTORS• Lt<::J::NSE. #477592 • 6235 LD;K Bi.vo. • SAN Dmco. CA 92121 + 'PHONE {619) 597-8800 • FAX (6191455-19.22 t • ' • TOTAL P.02 ,,.. ., ..... . DEPT. OF BLDG. & SAFETY CITY OF ~+H2L"$0A;,D Building Pennit~o. qs ... \ '=,'-( 2= Job No. _______ ___,_Date 7 .. Z 3 , f6 Job Identification/ Address \S~~Q~l:p1)7-cmc:~:a~ U:'4-So,N? ~4 1 '2 og9 General Contractor I Address ~AO 1 . t'2~D ... bl~-~t_--~~t::. Ni ?A~ :]tk bO Q\;1 2 ,re Sub-Contractor/Address2?v"f1:t 'f!JA..f (~~j)c,.X, l8'u5Ctdf.LA~J? ~~L Ll1:=) c:.-.£) <?tC/fil Structural Engineer/ Address C l?:AH'.a Q.t.) Sy. tl: 2714 u ~ 12 {a.) ~~ :5~~ Ql "if-12 l:a TYPE OF WORK: REINFORCED CONCRETE_ MASONRY HI-TENSILE BOLTING 'i--Z/ 27 PRESTRESSED CONCRETE_ WELDING...::£.... GYPSUM CONCRETE WELDER DATE OF INSPECTION S-3 .... ,' .. ·_·-:-' '~ } l ... , ... ' .,_, ·_, .... -·-~ : ...;, ... : ·, :=: ,~ HOURS Date Re2. Q.T. 7-JJ-7{:; ,b/" RECEIPT NUMBER TIME IN 6 r.'2,/) WELDER DESCRIPTION OF WORK INSPECTED: TIMEOlIT Milea2e ~~70 er Code RC RECEIPT NUMBER \ Initials RJ+ All inspections based on a minimum of 4 hours & over 4 hours -8 hour minimum. In addition, any inspection extend- ing past noon hour will be an 8 hour minimum. ATTORNEY'S FEES -If any action at law or in equity is Qrought to enforce or interpret the terms of this Contract, the prevailing party shall be entitled to reasonable attorney's. fees, costs and ne.cessary disbursements in addition to any other relief to which such party may be entitled. , ... ·--·· ----...... ----.. . -CERTIFICAT}i; OF COMP-LIAN<;E. ! ,/ --.. ' .:, ... -• ,..) ~ Registefed"bepulf.Builffin;g· Inspe~to.r's c~ffifici,ite s·igfled 9.Y I_rtsp§ctor: ¥( CJiAldl>:.~-J-/lr/2/). f---... _ _ I_:!?:..~J· __ .:~f-_'5h __ :f8_ .~1'7 __ :hcasdbee~ !1~Iedb_· 1 ~ndt_i:.it_s!t~~:_s_ that!h~-~~~v~-w~rk·~a: i_~:~e-~ted b~ _him a~d cofuplies w_ith the prov1s1ons o t e · u1 d1ngi o e app 1ca e uere o. -. . · .. . . · · I p , · Respectfull Approved by: __ &_~_-J..,.· --r-. -+~-S-t-Tr--.... ri_n,-en-d-en_t __ :· ____ "--:_jt:::::::,.i-=.=, =~:::r~-·._:· __ :... ....... --~-,.--.. -... -~:-"·. -.,-. :,.-,----- ,,. ~ .. ··.• .. ·•_';~ ·':'"' ' .. ' .. ,;..;,·. '.' .. -, .... ; . . . ·. ·., ..... ·- ..... . .,,. /· 'f.ARTh 5 Y5TCm~ G~cj~"1ee,1tv_Cj Grovp SPECIAL INSPECTION REPORT DEPT. OF BLDG. & SAFETY CITY OF CAR..L::SM)> Building Pennit No. C\ 5 -\ l, 5 -Z.. Job No. ____________ Date 1 " 2:--\ • 9 kJ \ -~,\ .• ~ -1 Job Idenlification/ AddreSS\ :ct~=-~rutL..__":,_g~)f~J4:ie~ aa.u;~ C-e 9 2ooe General Contractor/ Address 12,E;~O, 1G:,5D f..l01€-k Gli?GL~ &. SAN µer-:0 CA q2 \Q:5 Sub-Contractor/Address :'.:Q,nt ~ w:G-LQ1~-G:,, 14cD'2 CJ ;t-va.wy , ~Ar.1<W~k GrT'( @ q11so StructuralEngin~r/ AddressCVt\(b 12us'-\t;,1tzt, \\ SAS v.J I ~-) ~ W'2C> M TYPE OF WORK: REINFORCED CONCRETE_. MASONRY HI-TENSILE BOLTING q ·zn-J WELDER DATE OF INSPECITON Date Re2. 7 /912.Ar•C/b 6- PRESTRESSED CONCRETE_ WELDING ...::£... GYPSUM CONCRETE O.T. RECEIPT NUMBER 8Ci-J 40 WELDER DESCRIPTION OF WORK INSPECTED: TIME IN. TIMEOUT. Milea2e 1:~ \1.--. ALL Code 5.Sk.1 RECEIPT NUMBER Initials fH All inspections based on a minimum of 4 hours & over 4 hours -8 hour minimum. In addition, any inspection extend- ing past noon hour will be an 8 hour minimum. ATTORNEY'S FEES -If any action at law or in equity is brought Lo enforce or interpret the terms of this Contract, the prevailing party shall be entitled to reasonable attorney's fees, costs and necessary disbursements in addition to any other relief to which such party may be entitled. CERTIFICATE OF COMPLIANCE Registered D~uty Building Inspector's certificate Signed.by Inspector J?I CHAW J-lA~ I.D. NO. G:i1:7A3J has been filed and it states that ~he above work was inspected by him~mplies with the provisions of the Building Code applicable theret Respectfully ubmitted .... ,r. If: .• ~ ~-.: Page_1_of 2- INSPECTION REPORT CLIENT ~utt..:r Cewsr DA TE '3-t:? A--" r;, lAS-1 I .!!J .::;e, Engineer __________________ _ Contractor. A72-r;,,.-,~ 1~ INSPECTION MA T'L SAMPLING QTY _OSHPD _ Concrete Cylinders --;7;,SA __ Cement -- _Specialty _ Mortar Samples -- _Mechanical _ Grout Samples -- _ Electrical _ Masonry Prisms -- _Roofing _ Masonry Block -- _Concrete __ Fireproofing -- _Masonry _ Units (block or brick) --L Struct Steel _ Asphalt Concrete -- _ Prestress· Cone _Roofing -- _ Pile Driving _ Reinf. Steel -- _Fireproofing _Steel -- _Waterproofing _H.S.Bolts -- _ Non-Destructive _Tendon (PT Strands) _Soils Technician _Other -- _ Batch Plant _Other _ Bolt Pull-Out _Other -- PROJECT (Name)&ffGIS ,t;z._ ~tJ!F/2.Y (Address~.3;, />?'8,fe;~ ~.6taU4C REPORT NO. ~~,a:Eg. -/ ?'- Building Permit No. ______________ _ Plan File No. _______________ _ Govt. Contract No. _____________ _ OSAorOSHPD#------------- Other __________________ _ MATERIAL DESCRIPTION ~SPECTION CHECKLIST _ Rinf.: Rebar _ Plan & Specs _ Rinf.: W.W.F. / Clearances _ Rinf.: Tendons 5-Positions _ Cone.: Mix #/psi _Sizes _ Cone.: Mix #/psi _Laps _ Cone.: Mix #/psi _ Future Continuity #/psi __ Grout: Mix #/psi _ Consolidation _ Mortar: Type/psi _ Mortar Batching _ Units: Block _ Electrode Storage _ Units: Brick _ Torque Applied v" Steel ~I, _H.S.Bolts ~Metal Decking · /Electrodes.G7o/6 "7Fireproofing L. _ Other gfi)MSito ~ v' Corrective action required __ _ Corrections completed REMARKS Gxp~~.# ~ ~i,N ?z;;r .3:3 E,L-c;6. 'a" 78•r a.6frZ Q.1'8" ¼tf{-tkV /,,{/4£C7f:?) 2}g-" Jr~/J'¼'::?lt'd t?/ 7o/z /?Xeffe.&t'4 ~ -tf;(/otbZri /7P i?/E I I &1hl€r:W CoL t.a£5 ,B &Y2) c; /21"'7P"K ~ %12--~W£$ZS El;El;fr716/2f1ZY G/!:Jf7l:# l:rtwo i:)7/43 /%, /1-w',1-u-y-~cm? /?~,..,,./f,t;PA:Z2C61 ~ £"?21:??&7/N ?'r kO ~ t~~ a-~cr 8'Z:L¥t-~ f3Jt,~, ~'*1J~if ~ /3:6 11 /. 77-Zt-~Lr DI #MEafP-/3/4 1 ~ ;(,4e1, c?.r ,tycffeo/3, (/o). iPtCIIV~ lee& ~rf@ ~ ff ff~<@ /# Kc-c>Pat;v<e /411 zy AC; B. c ~c.R-r /4;:J, / 3 72 /{M,) ~,-v~~ ~~&f'N/7~. Alf P-lt ~NLYCM&>-AfpttfG> ~S'~c /~ ,¢tr,,;,~ 7?,EK'#:: /os-r~). CERTIFICATION-OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR SIGNATURE_l,j~,__.~1-4,~~----- PSI-B-soo-1?0(1) s-w I ~2779-CERT. NO. ___ .:__ ___ _;__ ________ _ DATE /V 47,,-~, /;)2-· American Engineering Division INSPECTION REPORT Project Name (per plans) ..6f,ME~ kt;z: h'.o,~@Y Inspection Date Inspector's Name~~.:....:....:....:..s.,:;r.::..i....-~~.J.LL__,r;J.,..____.!,._:.__::~~' ___ _ PSI 8-900-171 (1) Page ;,-of ~ l1 ;;-~,. En~nnnenfaj Page_1_of +-. .,.a• . Geotechnical •-. Construction Consulting • .Engineering ~-Testing -1·NSPECTION REPORT ·'· ,,. CLIENT ?•f~fiv; kl CD1'2.f DATE ·t, -112-'?f ld Architect St Lt'),J-Lu '1 ti\ h~ Engineer '.1,rul.lt H w 'l'MMi . . Contractor. rv G-i'"fu"ti, l) \ ~ c..s Ry . INSPECTION .. MAT'LSAMPLING. _OSHPD. -___ Concrete Cy_linc;lers _OSA _Cement. -$...specialty _ Mortar Samples _Mechanical _Grout Samples _ Electrical _Masonry Prisms _Roofing _Masonry Block _concrete _ Fireproofing _Masonry. _ Units (block or brick) _, •. _ Struct Steel ._Asphalt Concrete __ Prestress Cone _Roofing _Pile Driving -__ Reinf. Steel . - _ Fireproofing _Steel .. _waterproofing · _H.S. Bolts _,. _ Non-Destructive _Tendon (PT Strands) _$oils Technician _Other _ Batch Plant _Other _Bolt Pull-Out _Other REMARKS QTY. ------ -- ---------------·----- PROJECT (Name)~~& IHQ\K-4'1' (Address) t9:S'o \(¢µo<,,Cir-Ay 1£. ~,~. REPORTNO.0$'"C,-&,oo;J{C"( -j b Building Permit No'"~tfS"z.-91,o '/S:-s-'t~-.,. r:¾o'tS".r' Plan File No, _______ -_________ _ Govt. Contract No. _______________ _ OSAorOSHPD#--------------.,.-Other _________________ _ MATERIAL DESCRIPTION INSPECTION CHECKLIST _ Rinf.: Rebar ~ Plan 8i Specs v' _ Rinf.: W.W.F. _ Clearances • _ Rinf.: Tendons -i,._ Positions ,,7 _ Cone.: Mix #/psi $Sizes ,/' _._ Cone.: Mix #/psi _Laps _ Cone.: Mix #/psi _ Future Continuity #/psi _ Grout: Mix #/psi _ Consolidation _ Mortar: Type/psi _ Mortar Batchinn _. _ Units: Block _ Electrode Storage _ Units: Brick _ Torque Applied _Steel _HS.Bolts _ Metal Decking _ Electrodes _ Fireproofing .$. Other~ leD \.\-(i"" <..-1 /JO _ Corrective action required __ ~ --·1.'-i' _ Corrections completed \ ~(f.22..M f:.:P cnhl1itl "o u:z 'S ~6£-\ ~k n.ls P'=~ or--\ OoR 1t( c., f&?e1:'-r' ~ f ?4-~-w ~L-~ ~ ~:i?, A--L;f~ '.i)i?)t\:\t-<Pjo I . 1-.JNf:_ (. ( I 10 ~) 'BoTH: ~, p6.s ~f: v..1A,vi:. CERTIFICATION-OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications.and applicable sections of the building:codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME <i)A\[ \ D \_., 16-g \..-\ "2--z._ \ ~ONM INSPECTORSIGNATURF ~~ PSl-8-900-170(1) ,, --------... --·-.-...-·--~------·,.,,. __ · ~--....-. --,.. .... __ .,.. ______ ,.,,..,.,..,_...,_ .. __ ~...--·~····- CERT. NO. 3 9 l,e DATE---'(e::z._-_f_...t, __ -_9_.___(o _______ _ • Geotechnical ~· ·1 Envirrwnental Page_1_of_{ . • Construction ~· Consu.ltlng • Engineering • Testing INSPECTION REPORT , •. Architect__,..-----,--------'-··----- Engineer ____ .,__ ________ .....;.. ___ __;__ Contractor......,.... ___________________ _ INSPECTION-· ,, ·. .. MAT'L SAMPLING · .. QTY __ OSHPD · __ Concrete Cylinders. --___ OSA .. __ Cement --__ Specialty .. __ Mortar Samples --__ Mechanical __ Grout Samples --· __ Electrical . · __ Masonry Prisms --__ Roofing __ Masonry Block --__ Concrete __ Fireproofing. ' --__ Masonry ,. ___ Units (block or brick) "---__ Struct Steel __ Asphalt Concrete. __ Prestress Cone __ Roofing --__ Pile Driving __ Reinf. Steel --__ Fireproofing .. __ Steel --__ Waterproofing ___ H.S. Bolts --__ Non-Destructive __ Tendon (PT Strands) --__ Soils Technician __ Other --__ Batch Plant __ Other -- __ Bolt Pull-Out __ Other -- REMARKS ~a,_/4//2 7 .J - PROJECT (Name) .. ~ <: s /4,.... .Tvr/4sz (Address) /,9 ::ra ,,e.,//iJ &U< c!ttte/"5 lz4-;/ REPORTNO.d.5"9·-(., 60&8 --17 Building.Permit.No. _____________ _ Plan File No. ________________ _ Govt. Contract No. _____________ _ OSAorOSHPD#------------- Other __________________ ____ · ·. -MATERIAL-DESCRIPTION INSPECTION CHECKLIST _ Rinf.: Rebar Plan & Specs __ Rinf.: W.W.F. _ Clearances _ Rinf.: Tendons _ Positions _ Cone.: Mix #/psi _Sizes _ Cone.: Mix #/psi _Laps i _ Cone.: Mix #/psi _ Future Continuity #/psi ' I _ Grout: Mix #/psi _ Consolidation _ Mortar: Type/psi _ Mortar Batching i ·-Units: Block _ Electrode Storage _ Units: Brick Torque Applied i _Steel _H.S.Bolts i _ Metal Decking I _.Electrodes I _ Fireproofing I I __ Other _ Corrective action required __ 1 _ Corrections completed b et:2Nc:&6:a &;5 cJ t2ti,-,/4 d' / <2 or /[Jo<, CERTIFICATION OF COMPLIANCE: T6 the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME /4 <1/41?/t:,J 5 . (Print Cleally) INSPECTOR SIGNATURF ~ ~ PSl·B-900-170(1) CERT. NO. _______________ _ DATE__,,&..,...__-_,_/~J_---=-9-'-'£ ____ _ ., ~'!L·~ t·r1J . · ·; ,! : -... ; Li:.~·; i..)A '.:.!'.clY• ._,p ,,' · .. ::·' .: i_r . .;1_, Li, ~ . .Jl. >.:::·,:·, _I ,,_r; r:. :·: i' .0 •1,~·REPORT-OF ,CONCRETE·::¢q'iviPRESSION TEST I l.:.:. J ,' ' .. ,., ••• ·~·-•• •• • ~ ..,I. •• \ ~ ' , . .; .... ~ - TESTED FOR: MR. PETER LASENSKY PETERBUILT CORP 6235 LUSK BLVD PROJECT: HOMES FOR INDUSTRY [n-s-o-KELLOG ~~ $AN DIEGO, CA 92121 DATE: May 15, 1996 REVISION #1 OUR REPORT NO.: 059-60088-8 FIELD DATA: -LOCATION OFPLACEMENT TILT-UP PANEL # C-2 RIGH?:' DAJEPLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB 'FIELD DATA SUBMITTEO BY MIX PATA SUBl\l!ITTED BY May 14, 1996 SUPPLIER 0 7 : 3 0 am DELIVERY TICKET·NO.fTRUCK NO. 4 1/2 MIX NUMBE;RAND PROPORTIONS 1. 0 CEMENT. 60 WATER 7 4 FINE AGGREGATE May 15, 19~6 COARSEAGGREGATE Psr\david.t·t~e:ira±rz-Ztl.:..; .___::.-1~ ;c·~,:i::J.ApM1XTuRE-... :~,· : .: . _,I_,-' SUP:E!RIOR ' l'I.QT~6LE ASTM STANQABJ2.llJ8!!LESS OTHERWISE INPiCAIEP· SLUMP· cJ.43-RP•· AIR CO!"IENT· c,23J·Plb· TEMPERATURE· illPOH0(93) • COMPRESSION TEST RESULTS ASTMC39-94 SUPERIOR 268532 354P/ 3000 psi 508 306 1358' 377 = 3/811 1417 = 1 11 POZZ 322N 25.4 SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE LABORATORY , IDENTIFICATION ,AGE DATE OF LOAD DIAMETER AREA STRENGTH NUMBER 12437 12437 121;37 12437 SPECIFICATIONS REMARKS: OR SET NO. (DAYS) TEST (LB~J ., A 6 05/20/96, 86000 B 28 06/11/96 . 117000 c 28 06/11/96 11,5000 D 60 07 /13/96 28 _, 1£. Cylinders made by PSI representative. Cylinders picked up by PSI -~ representative. ' ' . (IN.) 6.00 6.00 6.00 Cyllnders·made by Architect's or Contracto(s representative. Cylin'ders delivered to PSI laboratory. TECHNICIAN: david terlizzi cc: CITY OF CARLSBAD (SQ.IN.) (PSI) TYPE OF BREAK 28.27 3040 Cone 28.27 4140 Cone 28.27 \31>:?:fil Cone X co : r3-o-o:!\ Test results comply with applicable specificallons. Test results do not comply with applicable specifications. F s Respectfully submitted, »;::;•I ~/Zus~es, Inc. THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE, CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONA~ SERVICE. INDUSTRIES, INC. DAVID .:t. RYAN, r DISTR ·CT MANAGER Information To Build On PSI A-200-4 (4)F PSI • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 .. ~• Geotechnical ~ -, Enwrcnnenlm If!."-"• Construction . ~ Consulting • Engineering • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DAl'A: MR. PETER LASENSKY PETERBUILT CORP 6235 LUSK BLVD SAN DIEGO, CA .92121 May 151 1996 LOC~JlbNOFPLACEMENT TILT-OP PANEL #1-3 DATE Pt.ACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, •F CONCRETETEMl?ERATURE, °F May 14,. 1996 09:20 am 4 1/4 1.0 DAtE:·HECEIVED IN LAB May 15, 1996 FIELD DATA Sl:JBMITTED BY PSI\david terlizzi MIX DATA SUBMiTTED BY SUPERIOR PROJECT: HOMES FOR INDUSTRY 1950 KELLOG AVENUE REVISION #2 OUR REPORT NO.: 059-60088-7 SUPPLIER DELIVERY TIC::KET NO.ITRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE SUPERIOR 370610 354P/ 3000 psi 508 306 1358 377 = 3/8 11 1417 = 1 11 POZZ 322N 25.4 COMPRESSION TEST RESl.)LTS SPECIMEN . TEST LABORATORY . IDENTIFICATION AGE DATE OF Nl/MBER ORSETNO. (DAYS) TEST 12436 A 6 05/20/96 12436 B 28 06/11/96 12436 C 28 06/11/96 12436 D 60 07/13/96 -~------·- SPECIFiCATIONS 28 REMARKS: · · f. Cylinders made by PSI representative. ·Cylinders made by Architect's or Contracto~s representative. ASTMC39-94 TOTAL CYLINDER LOAD· DIAMETER (LBS.) (IN.) 82000 6. oo. 118000 6.00 113000 6.00 . Cylinders picked up by PSI X iepreseritative .... __ Cylinders delivered I~ PSI laeo. TECHNICIAN: david terlizzi cc: CITY OF CARLSBAD CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK 28.27 2900 Cone 28.27 ::--..... 4170 Cone 28.27 ~ Cone ~ Test results comply with applicable X specifications. r:~1~1~,d r.811v Respectfully submitted, TH.ESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFf!:SSIONAL. SERVICE INDUSTRIES, INC. »;;;(Jess/onal• Service . DAV . RYAN, CE DIS ICT MANAGER Information To Build On Ps1A-200.4 C4JF 'PSI .. • 6867 Nancy Ridge Drive, $uite E. • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 ~ .. ,,,...,___,., . .,....,,. _Qeotechn~cal •• Construction Page--1.of _L Consulting • Engineering • Testing INSPECTION REPORT ~ .. CLIENT ~e,/;;/r ... DAT~ ~-3-9~ PROJECT (Name) 4,,, "J JL . .kc:lu.sl-;v . J (Address)/?S-o /i{.//:7 4"e . &_,.../5,le(c/ · (; r REPORTNO. cJ59-bCJ088 -/? Building Permit No. 9~o r~::t..-9G6 </ "-,= · Plan File No, _______________ _ Govt. Contract No.-------------- .CSA.or OSHPD #-------------twek?AJ_J Other _______________ _ INSPECTION· -· · MAT'L-SAMPLING .. QTY MATERIAL DESCRIPTION INSPECTION ·CHECKLIST __ QSHPD __ Concrete Cylinders --_ Rinf.: Rebar -'Plan&Specs _OSA __ Cement --_ Rinf.: W.W.F. _ Clearances __ Specialty : __ Mortar Samples --_ Rinf.: Tendons _Positions __ Mechanical . __ Grout Samples --_ Cone.: Mix #/psi _Sizes __ Electrical __ Masonry Prisms --_ Cone.: Mix #/psi _Laps __ Roofing . --. Masonry Block --_ Cone.: Mix #/psi _ Future Continuity #/psi · __ concrete __ Fireproofing --_,_ Grout: Mix #/psi _ Consolidation ~nry. __ Units (block or brick) --_ Mortar:. Type/psi _ Mortar Batching truct Steel __ Asphalt Concrete --_ Units: Block ~lectrode Storage {f!.K __ Prestress Cone __ Roofing --_ Units: Brick _ Torque Applied __ Pile Driving _ Reinf. Steel --__6teel A 1 'Z 6 ___ Fireproofing __ Steel _H.S.Bolts __ Waterproofing __ H.S. Bolts --_ Metal Decking ___ Non-Destructive __ Tendon (PT Strands) --~lectrodes E?/ ,;rd __ Soils Technician __ Other --_ Fireproofing __ Batch Plant __ Other ··other g , ____ -r-/p. / /. l ·· Corrective action required __ __ Bolt Pull-Out __ Other ---e4d~.r.2:ua..c:2 7 k-:::.k.e. -~rrections completed REMARKS ;,,d/4Z:,. · '!-J' 7!' : :r: &Ct!/ /1?/e $ cuJ/7 ,e,,, ,od 0~Nec~D4 ,z7"" .£u1//:&f:7 £4"(~/ J ~f: &:Jee<" ,?u.ss1"!:j em/etL ,P'kr77es &J4ie,/ LrtrJ n1.=yae?at:, -e -,1y4aet: <Z~ $-:Z'/-9(. /,V s,ae<OL 4 z e//2~ e:td 1vt.£l-k-h12tt1 o /.~-;,,.i";:/~-J-4:P-0,/-1; ,4-e-~e,x;~q,:-1-"",e.e.r.:. , .J a/.,/eP?ta-R°~7t:: ~-/J %-z {¼7'?'if: &-:£·r--·9te F c&41t?!et?I ..uel/4 b.)ere t~e ol YI ,1fJ< Mc is a·NL CFC<. e~fel I l CERTIFICATION OF COMPLIANCE: To \he best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME ~ c:a,lf.) $ CERT. NO. /~6'D 7S-.3'.<0 (Print Clearly) ~~c:~) SIGNATURE d d/~+t~==-:::;:::~:i~ .-=-,:!..,'-.,.--..L...4":e..._ ________ ~=~-----_=- .REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. PET,ER LASENSKY PETERBUILT CQRP 6:?35 LUSK BLVD · SAN DIEGO, CA n121 -DATE: May 09, 1996 ====-...::::== FIELD DATA: LOCATION OF PLACEMENT BUILDING J, PANEL 1-3 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % May 06,, 1996 5 AIR T,EMPERATURE, °F 74 CONCRETE TEMPERATURE, °F 7 8 DATE RECEIVE!;) IN· LAB May O 9, 19 96 · FIELD DATA SUBMITTED BY PSI\CHRIS DAVIS MIX DATA SUBMITTED BY SUPI?LIER PROJECT: HOMES FOR INDUSTRY \i9-..5_o_KELLOG..:.AV.EN.UE REVISION #1 ,OUR REPORT NO.: 059-60088-6 SUPPl,.IER DELIVERY TICKET NO./TRUCK NO. MIX NUMBER ANQ PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTLJRE SUPERIOR 370506 354P/ 3000 psi 5.4 SK NOI~:.AePJ.ICABLE.~SJM.SI1~DARD.S,U~.!:_f:~!L?!:~E__B~~S_:!~OlCA.~l:_D:.SLU~1P:.Cl.4.:t9-0a.:.A".:'..l'.'.:8.Q:'.:0::'.NI::'.::E:::ti:::::I::C:::· ;:::/?3=:i,::'.ll.1~b;Jl:;:::'.. ~MeE~BA::'.T'.::U:'.::BE~·:::Cl'.:::06'.:=~~{9'.::::==================== COMPRESSION TEST RESULTS -·· SPECIMEN TEST DATE·OF LABORATORY IDENTIFICATION AGE NUMBER ORSET,NO. (DAYS)· TEST. ,. :).2406 A 7 05/13/9 12406 B 28 0.6/03/9 :).2406 C 28 06/03/9 12406 D 60 0·7 /05/9 -· -·---·-· --~--~-. ...,... ____ SPECIFICATIONS 28 ... .. ,. .. ,. -··-·· --·-<-----·-··· ....... REMARKS; X .. Cylinder~ made by PSI representalive. Cylinders made by Architect's or Conlraclo(s representative. 6 6 6 6 . ASTM C39-94 TOTAL CYLINDER l:OAD DIAMETER (LBS.) (IN.). 93.0QO 6.00 134000 6.QO i33000 6.00 X Cylin,ders, P!c.ked up by PSI representaltve. Cylinders delivered to Psi·laboratoiy. TECHNICI~: caRIS DAVIS cc: CI+Y OF CARLSBAD CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK 28.27 3290 Cone 28.27 4740 Cone 28.27 4700 Cone 3000 X., Test results comply with applicable specifications. Test results do not comply with applicable specifications. Respectfully submitted, :Elofe~s~ion I Se~i~c. DAVID RYAN, ... ;fl-. DISTR T MANAGER Information To Build On PSI A,200-4 (4)F RSI• 6867 Nancy Ridge Drive, Suite E • San Diego, CA.92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CqNCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. PETER LASENSKY PE'rERBUILT CORP 6235 LUSK BLVD SAN DIEGO, CA 92121 May 09, 1:996 LOCATION OF PLACEMENT :i?UILDING 1 PANEL C-.1 . [)ATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB F.IELD DATA SUBMITTED BY MIX DATA Sl;JBMITTED BY May 06, 1996 07:00 am 6 74 May 09, 199.6 PSI\CHRIS DAVIS SUPPLIER PRbJECT: HOMES FOR INDUSTRY 1950 KELLOG AVENUE REVISION #1 OUR REPORT NO.: 059-60088-5 SUPPLIER DEUVERY TICKET NO./TRUCK NO. . MIX NUMBER AND PROPORTIONS CEMENT WATER ' FINE AGGREGATE COARSE AGGREGATE ADMIXTURE SUPERIOR 1459819 3545P/ 3000 psi 5.5 SK C::OMPRESSION TEST RESULTS ·---------------·--4-. SPECIMEN TEST LABORATORY IDENTIFICATION AGE DATE·OF NUMBER ORSETNO. (QAYS) TEST 12405 A 7 05/13/96 12405 B 28 06/03/96 124.05 C 28 06/03/96 12405 D 60 07/05/96 ----~--~. ~--. ·----+-- . SPECIFICATIQNS 28 REMARKS: X Cylinders made by PSI represental_ive. CYJinders ·made by Arch!lect's or Cor,lracto~s representalive. ASTM C39-94 TOTAL CYLINDER LOAD DIAMETER (LBS.) (IN.) 66000 6.00 94000 6:oo 96000 6.00 Cylinders picked up by PSI X representative. Cylinders.delivered lo PSI laboratory. TECHN·ICIAN: CHRIS DAVIS cc: ¢ITY OF CARLSBAD CYLINDER AREA (SQ.IN.) 28.27 28.27 . 28 .27 COMPRESSIVE STRENGTH (PSI) 2330 3330 3400 TYPE OF BREAK Cone Cone Cone e -;;;;,r---- Test results do not comply with .applicable specifications. Respectfully submitted, THESE TEST RESULTS APPlY ONLY TO THE SPECIFIC SAMPLES TESTEO AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAt.~ERVICE INDUSTRIES, INC. n:::tiiona/ S~rvice /Ln-"l!.~Ol-"- DAVID CT RYAN, DISTR T MANAGER Information To Build On Ps1 A-200-4 (4)F . PSI • 6867 Nancy .Ridge Driv-=i, Suite E • San Diego, CA 92121. • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. PETER LASENSKY .PROJECT: HOMES FOR INDUSTRY PETERBUILT CORP' 1950 KELLOG AVENUE 6235 LUSK BLVD SAN DIEGO, CA 92121 REVISION #1 DATE: May 06:::.:i ·:;:::· 1:..::9=.9=6===-=· =· _ :::·.:....:· ======O=.U=R=·=R=E=P=O=R=T=N=O=·=: =05=9=-=6=0=0=8=8=-=2=========== FIELb,bATA: :LOCATION OF PLACEMENT PANEL 1-3 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRE'.fE TEMPERATURE, 0F. DATE RECEIVED IN LAB FIELD DAT-A SUBMITTED BY MIX DATA SUBMITTED BY May 03 1 1996 . 10: 25 am 4 75 79 May 06, 1996 PS.I\CHRIS DAVIS SUPPLIER $UPPLIER DELIVERY TICKET NO.fTRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE . , ADMIXTURE SUPERIOR 370466 354P/ 3000 psi 5.4 SK NQTE:.heeLIC]!<BLE.6.SIM.S.Ih~D.~D_ll,µ.NLES.S~O.IlJEBWLS.lilllOJCAIED1.SLUM1_1::P..~::':'C.~lli:.I!~, ::il:':.-o~_a:~.Afil.Qlfil~~:':r,rr;_c~-~-,2:~3~1-~91~b_·=::IE~_M~PE~BA~TU~-~Be5::~~~'===================== COMPRESSION TEST RESUI,. TS ASTM C39-94 I -1 · ........ --------- SPECIMEN TEST TOTAL . CYLINDER CYLINDER COMPRESSIVE LABORATORY ID~NTIFICATION. AGE DATE OF LOAD DIAMETER AREA STRENGTH NUMBER __ : _ o~--~ET ~o. __ (D~:~L TEST (LBS.) (IN.) (SQ. IN.) (PSI) TYPE OF BREAK ---·-- 12394 A 7 05/10/96 86000 6:. 00 28.27 3040 Cone 12394 B 28 05/31/96 :J,34000 6.00 28.27 4740 Cone & Split 12394 c 2-8' 05/31/9G 132000 .6. OQ 28.27 4670 Cone 12394 D 60 07 /02/96 .. -------..L..------.-J.----1------1------------; SPECIFICATIONS. 28 s------- REMARKS: :x;_ Cylinders made by PSI representalive. Cy~inders. ;;:k~~~p :by PS;---c O ~J!t. s -X representative. I ~c, a Cylinder~ made by Architect's or Con)racto(s representalive. Test results do nol comply with Cylinders delivered to:PSI laboratory._ _ applicable specifications. TECHNICIAN: CH~IS DAVIS cc: CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMP(ES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRJES,'INC. Respectfully submitted, ~~ional S~rvice In DAVID RYAN, DISTR T MANAGER Information To Build On ps1A-200.4 <4>F PSI• 6867 Nancy: Ridge Drive, Suite E • San Di~go, CA 92121 .",Phone 619i455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. P~TER LASENS~Y VETERBUILT CORP -6235 LUSK BLVD SAµ DIEGO, CA 92121 May 06, 1996 l;.OCATION OF PLACEMENT PANEL 3-3 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F May 03, 1996 07:46 am 5 3/4 64 CONCRETE TEMPERATURE, ~F 7 8 DATE RECEIVE0 IN LAB May O 6, 19 9 6 FIELD DATA$UBMITIE0 BY PSI\CHRIS DAVIS MIX DATA SUBMITTED BY SUPPLIER PROJECT: HOMES FOR INDUSTRY 1950 KELLOG AVENUE REVISION #1 OURR~PORT NO.: 059-60088-1 .SUPPLIER DELiVERY TICKET NO.ffRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE AOMIXTURE SUPERIOR 370448 354P/ 3000 psi COMPRESSION 1EST RES UL TS ASTM,C39-94 .,. __________ ------. -- SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE ,LABORAT.ORY ,IDENTIFICATION AGE DATE OF l:OAD DIAMETER AREA STRENGTH NUMBER ,OR SET NO: (DAYS) TEST (LBS.) JIN.) (SQ.IN.) (PSI) TYPE OF BREAK 12393 A 7 05/10/96 1.06000 6.00 28.27 3750 Cone 12393 .B' 28 05/.31/96 129000 6.00 28.27 4560 Cone 12393 C 28 05/31/96 126'000 6. o.p 28.27 4460' Con$ 1· i 1 . . ' ---_i_____ '-~· ---+----1----- 1 SPECIFICATIONS i REMARKS: X Cylinders 'made by PSI representative. Cylinders made by Archilect's or Contiacto~s representative. Cylinders picked up by PSI X_ representative. Cylinders delivered to PSI laboratory. TECHNICIAN: CHRIS DAVIS cc: CITY OF CARLSBAD Test results comply with applicable .X specifications. Test·results do not comply with applicable specifications. Respectfully submitted, Professional Service Industries, Inc. THESE TEST RESULTS APPLY ONL Y·TO THE SPECIFIC SAMPLES TESTED AND IMY•NOT BE INDICATIVE OF THE ENTIRE CONCRETE Pi:ACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. ~~-~ DISTRIC~AGER Information To Build On PSl,A,200,4 (4)F PSI• 6867 Nancy Ridge Drive, Suite E • San Diego, CA92121 • Phone 619/455-0544 • Fax 619/455-1170 Page_1_of J_ ,. INSPECTION REPORT CLIENT /!,e,T.u b'-1-//r Cell' f, j.) ' DATE __ D_ .... _Z-_t../_ ..... _7.;.._:t,_:::;__ __ S,.-r-I Ii.;,.:_._ Architect _____ ,4?_-_~...;_• _____________ _ Engineer __ tJ_y.___'h-J-'--~-.a..----------7 Contractor. Sk 'P .S t-J-e / ~::5' INSPECTION MA T'L SAMPLING QTY _OSHPD __ Concrete Cylinders --__ OSA __ Cement --__ Specialty __ Mortar Samples -- _Mechanical __ Grout Samples -- _ Electrical __ Masonry Prisms --__ Roofing __ Masonry Block -- _Concrete __ Fireproofing --__ Masonry __ Units (block or brick) --,.k. Struct Steel _Asphalt Concrete __ Prestress Cone __ Roofing -- __ Pile Driving __ Reinf. Steel -- _ Fireproofing __ Steel -- _waterproofing __ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician __ Other -- _Batch Plant __ Other __ Bolt Pull-Out __ Other PROJECT (Name) flo""le. s 4_,, .J;,,, J,.,,; tr,,-1,, 7 (Address) /9S-t) i<~ /IC:fj .,:v.e... ~ls6evcl ~ .. REPORT NO. 0 S-£ -(:, Cl O '8 S _ I iA Building Pe_rmit No. _____________ _ Plan File No, _______________ _ Govt. Contract No. _____________ _ OSAorOSHPD#-------------- Other ___________________ _ MATERIAL DESCRIPTION-INSPECTION CHECKLIST _ Rinf.: Rebar ~Plan & Specs _ Rinf.: W.W.F. _ Clearances _ Rinf.: Tendons _ Positions _ Cone.: Mix #/psi _Sizes _.__ Cone.: Mix #/psi _Laps _ Cone.: Mix #/psi _ Future Continuity #/psi _ Grout: Mix #/psi _ Consolidation _ Mortar: Type/psi _ Mortar Batching _ Units: Block _ Electroc;fe Storage _ Units: Brick _ Torque Applied -Pf.steel A-3 "- _H.S.Bolts _ Metal Decking _ Electrodes _ Firepro~ng ., ~ Other C...""1 s-e-T"Yt',,u:f ~ Corrective action required __ d~c..-.,~} OJ.i J,ht;.J ~r · Corrections completed ~ 7 f".e,,,,,.., c...-i .>r '-b UJ..e--/ cl' -e c/' ~ e n m,[ ~ s, ... v J L-,1..-r=e-1-~-c:L.6..). Co..c.h.:e..r J CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME ~/ Sc.,,LM/ c-clv' ~a~ INSPECTOR SIGNATURE-~----~-~-------- ps1-s-soo-11oc1 l CERT. NO._..-.?_</_c_--=--------- DATE __ ~_-_-z.,_z./_-_1_",,___-------- r • Geotechnical l I -, Enviromlental Pag~_1_· of __ _ • Construction Consulting • Engineering • Testing INSPECTION REPORT CLIENT f'er~6t-t/ lr·Cc-r-,1->, JJ ,, DATE_S-_-_2..._3_-_9_6 __ _ Architect __ s_:; _i_/f._/J'/_~ ________ _ Engineer_---'tJ'---,1.,,,..V_m_a_-_'1..__ _____ ~----- Contractor: S k ,',.o.r ?J .e / c:£;!!:J INSPECTION MAT'L SAMPLING QTY __ OSHPD __ Concrete Cylinders -- _OSA __ Cement -- _Specialty _ Mortar Si;mples -- _ Mechanical _ Grout Samples -- _Electrical __ _ Masonry Prisms -- _Roofing __ Masonry Block --__ concrete __ Fireproofing -- Masonry _ Units (block or brick) -- :::=Kstruct Steel __ Asphalt Concrete -- _ Prestress Cone ._Roofing --__ Pile Driving _ Reinf. Steel -- __ Fireproofing __ Steel -- _waterproofing __ H.S. Bolts -- _Non-Destructive __ Tendon (PT Strands) __ Soils Technician __ Other --___ Batch Plant __ Other -- __ Bolt Pull-Out __ Other -- REMARKS PROJECT (Name) lfow,es ~ :J;,idusii-J,,· 7 (Address) /9s-<.> ke/ log q,y~ Ca..r /.; 6a... c( Ca.... , REPORT NO. OS-7-60c/9 8 \~ Building Permit No. _____________ _ Plan File No, ________________ _ Govt. Contract No. _____________ _ OSAorOSHPD#-------------- Other __________________ _ MATERIA[ DESCRIPTION INSPECTION CHECKLIST ___ Rinf.: Rebar _ Plan & Specs _ Rinf.: W.W.F. _ Clearances _ Rinf.: Tendons _ Positions _ Cone.: Mix #/psi _Sizes _ Cone.: Mix #/psi _Laps _ Cone.: Mix #/psi _ Future Continuity #/psi _ Grout: Mix #/psi _ Consolidation _ Mortar: Type/psi _ Mortar Batchinn _ Units: Block _ Electrode Storage _ Units: Brick _ Torque Applied _½_steel A-3~ _H.S.Bolts _ Metal Decking _p{ Electrodes B7 / r-1 I _ Fireproofing _Other _ Corrective action required __ _ Corrections completed t/:sc.,,ev/tt: 1',;, SJ?--ec-1?-.ed' J"o//4 < ./2,."~ '1-4 ~ r::f W -e f c:L-1:J _ T T 7 1 c; .err>' f; ~ d w "6' / r:/, -er--S /Jt:X"' iO ro A ..er ~ Co G-e-ci'"' r e0 ~ cl I CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME&/ Mttu · cir- ~ (P.rin /t;ea~ / ._--,, , .. INSPECTOR SIGNATURE-~---,.-----.:!>'°_P~----- Pst-s-soo-110(1) 6trz_ CERT. NO. _____ c,..__ ____________ _ ,S--Z,3 -'J/-DATE ________ P;__ ________ _ Page_1_of_ INSPECTION REPORT CLIENT F.e ,.ru--h vt/ Ir Corp, I\. t... DATE .,s-:Z. Z. -~~ PROJECT (Name) #ol'11e..r -fJOJ" L d L-is7i (Address) /'JS-O J(.e, //°:) , Cow-1s6c...-J, c~, REPORT NO. OS--7 C'P0088 -\~ Architect._S_,_' /_/_l?1_4_n ....... /t_'?J--,,,,...Y-'-m_;._a,,.-=--v1-__ ~_--_~_c_ .. _ I Bui!ding Permit No. _____________ _ Engineer Sr"1i:.-e, lJ,y~e:i,"'1 Contractor. ._5· k, P .s c:J .e / c0 ~ Plan File No ________________ _ Govt. Contract No.-------------- OSA or OSHPD #------------- Other __________________ _ INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTI? INSPECTION CHECKLIST _OSHPD _ Concrete Cylinders ~ Rinf.: Rebar ./1--76 K Plan & Specs _OSA __ Cement --_ Rinf.: W.W.F. _ Clearances ·_Specialty _ Mortar Samples --_ Rinf.: Tendons _ Positions _Mechanical _ Grout Samples --_ Cone.: Mix #/psi _Sizes _Electrical _ Masonry Prisms --_ Cone.: Mix #/psi _Laps _Roofing _ Masonry Block --_ Cone.: Mix #/psi _ Future Continuity #/psi _concrete __ Fireproofing --_ Grout: Mix #/psi _ Consolidation Masonry _ Units (block or brick) --_ Mortar: Type/psi _ Mortar Batching R Siruct Steel _Asphalt Concrete --_ Ur:iits: Block _ Electrode Storage _ Prestress Cone __ Roofing --_ Units: Brick _ Torque Applied _Pile Driving _ Reinf. Steel --..Ksteel A-:Jfo -_Fireproofing _Steel .. --_H.S. Bolts _waterproofing _H.S.Bolts --__ Metal Decking -_ Non-Destructive _Tendon (PT Strands) --_ Electrodes _Soils Technician _Other --_ Fireproofing _ Batch Plant _Other --_Other _ Corrective action required __ _Bolt Pull-Out _Other --_ Corrections completed REMARKS !/is t.-t (;,.., II v , ·;i .r .i0 -e-c T...e--r:I i c,, ·"' J , /o/bi p> ~ e / Sh -.e<:t..r Gq-'1 ~ ec, ,, o VJ s JO ~ 19/L) I I l 2.. , 0 6s -er t/ -e d c.,e.r 'T t' ..g' .e-ct ~ -e lei~ .s f?o r CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable-sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME e&,J'"'1 se,t;b7, .. cir ~-INSPECTOR SIGNATURE~~--,::;;.._ __________ _ tC/2 CERT. NO·---=--------------- DATE___;;s--;;;;__---=Z~"2.._-...... 'J-'-'------- PSl·B-900-170(1) j m.~ ail' -Environmental ,.,SI Geotechn~cal •-.Construct,on Consulting • Engineering • Testing· Page_1_of J_ INSPECTION REPORT .,.. DATE -5"-(4-q l,.,, Architect <:> \ L--M A:N ) L...M?, 12..::f \<.. , Engineer ~ ~v l..,e-, H-, W Y t"-1'-1\.) Contractor Jlfk\ E.,g.4¢,u \ L'f INSPECTION MAT'LSAMPLING _OSHPD -A Concrete Cylinders _OSA _Cement _Specialty _ Mortar Samples _ Mechanical _ Grout Samples _Electrical _ Masonry Prisms _Roofing _ Masonry Block -$-concrete _ Fireproofing _Masonry _ Units (block or brick) _ struct Steel _ Asphalt Concrete _ Prestress Cone _Roofing _Pile Driving _ Reinf. Steel _ Fireproofing _Steel _waterproofing _H.S.Bolts _ Non-Destructive _Tendon (PT Strands) _. _Soils Technician _Other _Batch Plant _ Other _Bolt Pull-Out _Other REMARKS QTY 1- -------------- -·----- ---- -- -- -- -- PROJECT (Name)\.n2m~S fctt. 1K'2vS.fts '( (Addres'ajJ;\50 K~1XZfG:-~~, U\<.½6~D I CA-, REPORT NO. (9 59-&~o ~ -I I Building Permit No. 't~o 4:~ Z • 9~ '1~3 :::'i<P 4 :r'</ -9,;o 'fS' Plan File No, ________________ _ Govt. Contract No.-------------- OSA or OSHPD #------------- Other __________________ _ MATERIAL DESCRIPTION INSPECTION~CKLIST 1 _ Rinf.: Rebar ~ Plan & Specs ___ Rinf.: W.W.F. _ Clearances _ Rinf.: Tendons _ Positions l _ Cone.: Mix #/psi _ Sizes _ Cone.: Mix #/psi _Laps ' _ Cone.: Mix #/psi _ Future Continu,,/psi _ Grout: Mix #/psi ~ Consolidation _ Mortar: Type/psi _ Mortar Batching _ Units: Block _ Electrode Storage _ Units: Brick _ Torque Applied _Steel _H.S.Bolts _ Met1;1I Decking _ Electrodes _ Fireproofing _Other Corrective action required __ _ Corrections completed q?~R.f'.'t;,'f2.z:11i=-12 CaN'.fiN\21!2'1S sp~, Arv 1rJs96;;por-J Du\2.\t::\le ~\c&f/4.NIG:Mf" CERTIFICATION OF COMPLIANCE: To the best of our knowledge,all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections· of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME J)W \ Q \e, T~R '--\ -z_?... I (Print !early) INSPECTORSIGNATUR• ~ ;I?~ PSl·B-900-170(1) CERT. NO. S 1 {_p DATE __ 5'"_-_/_Lf-_-_'f_,_(e ________ _ 1/ REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. PETER LASENSKY PETERBUILT CORP 6235 LUSK BLVD SAN DIEGO, CA 92121 May 15, 1996 LOCATION OF PLACEMENT TILT-UP PANEL # C-2 RIGHT DATE PLACED TIME SLUMP, IN. AIR CONTENT, % May 14, 1996 07:30 am 4 1/2 1. 0 60 AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F 74 DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY May 15, 1996 PSI\david terlizzi SUPERIOR PROJECT: ,_HOMES FOR INDUSTRY L195J) KELLOG AVENUE] OUR REPORT NO.: 059-60088-8 SUPPLIER DELIVERY TICKET NO./TRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE SUPERIOR 268532 354P/ 3000 psi 508 306 1358 377 = 3/8" 1417 = 1 11 POZZ 322N 25.4 NOTE: Al:P.LICABLE.ASIM..S'UINDABD.S.\J.NLE;S.S..9.Il:!Efi~Ql~IEO:.&Ll.l.Me.;J;ll;l:90a· AIB CONTENT-'C231-91b• TEMPEBAIURE· C1064-88( COMPRESSION TEST RESULTS ASTMC39-94 --·- SPECIMEN TEST LABORATORY IDENTIFICATION AGE DATE OF NUMBER OR SET NO. (DAYS) TEST 12437 A 6 05/20/96 12437 B 28 06/11/96 12437 C 28 06/11/96 12437 D 60 07/13/96 I I --·-----~----. SPECIFICATIONS 28 -···· ---' REMARKS: ~ Cylinders made by PSI representative. Cylinders made by Architect's or Contracto(s representative. TOTAL CYLINDER LOAD DIAMETER (LBS.) (IN.) 86000 6.00 Cylinders picked up by PSI ~ representative. Cylinders delivered to PSI laboratory. TECHNICIAN: david terlizzi cc: CITY OF CARLSBAD CYLINDER COMPRESSIVE AREA STRENGTH (SO.IN.) (PSI) TYPE OF BREAK 28. 21-: ~ Cone Q_ooo) Test results comply with applicable specifications. Test results do not comply with applicable specifications. Respectfully submitted, Professional Service lndu THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED ANO MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITT!=N PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. ~/!:. DISTRICT MANAG Information To Build On PSIA-200-~ (4JF PSI• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 V REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. PETER LASENSKY PETERBUILT CORP 6235 LUSK BLVD SAN DIEGO, CA 92121 May 15, 1996 LOCATION OF PLACEMENT TILT-UP PANEL #1-3 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F PATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY May 14, 1996 09:20 am 4 1/4 1.0 May 15, 1996 PSI\david terlizzi SU~ERIOR PROJECT: HOMES FOR INDUSTRY 1950 KELLOG AVENUE OUR REPORT NO.: 059-60088-7 SUPPLIER DELIVERY TICKET NO.rrRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE SUPERIOR 370610 354P/ 3000 psi 508 306 1358 377 = 3/8" 1417 = 1 11 POZZ 322N 25.4 tl.QTJ:: /lePJ.JC.ABLE.MIMJlI/IND.ABD.$..llliLE.S~.Il:IJIBW!.s.E..l)iD.lC.AIJ:O.:.JiL.UMf::..Clli:iO.a:.AIB CONTENT-C23HJb· TEMPEBATUBE• C1084,11Br93l SPECIMEN TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) 12436 A 6 12436 B 28 12436 C 28 12436 D 60 SPECiFICATIONS 28 COMPRESSION TEST RESULTS ASTMC39-94 TOTAL CYLINDER DATE OF LOAD DIAMETER TEST (LBS.) (IN.) 05/20/96 82000 6.00 06/11/96 06/11/96 07/13/96 REMARKS; _K Cylinders made by PSI representative. Cylinders picked up by PSI _K representative. Cylinders made by Architect's or Contracio(s representative. , Cylinders delivered to PSI laboratory. TECHNICIAN: david terlizzi cc: CITY OF CARLSBAD CYLINDER COMPRESSNE AREA STRENGTH (_SO. IN.) (PSI) TYPE OF BREAK 28.27 .-2,9.0.0, Cone ~ Test results comply with applicable specifications. Test results do not comply with applicable specifications. Respectfully submitted, <;&/}{eel THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT, REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. DAVID J. RY , RCE DISTRICT MANAGER Information To Build On Psi A-200-4 (4)F PSI • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. PETER LASENSKY PROJECT: HOMES FOR INDUSTRY PETERBUILT CORP 1950 KELLOG AVENUE 6235 LUSK BLVD SAN DIEGO, CA 92121 DATE: May 09, 1996 FIELD DATA: LOCATION OF PLACEMENT BUILDING J, PANEL 1-3 DATE PLACED May 06, 1996 TIME SLUMP,.IN. 5 AIR CONTENT, % AIR TEMPERATURE, °F 74 CONCRETE TEMPERATURE, °F 7 8 DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY May 09, 1996 PSI\CHRIS DAVIS SUPPLIER OUR REPORT NO.: 059-60088-6 SUPPLIER DELIVERY TICKET NO./TRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE SUPERIOR 370506 354P/ 3000 psi 5.4 SK COMPRESSION TEST RESULTS ASTMC39-94 SPECIMEN TEST LABORATORY IDENTIFICATION AGE DATE OF NUMBER OR SET NO. (DAYS) TEST 12:406 A 7 05/13/96 12406 B 28 06/03/96 12406 C 28 06/03/96 124·06 D 60 07/05/96 SPECIFICATIONS 28 REMARKS: _X Cylinders made by PSI representalive. Cylinders made by Architect's or Contracto(s representative. TOTAL CYLINDER LOAD DIAMETER (LBS.) (IN.) 93000 6.00 Cylinders picked up by PSI -~ representalive. Cylinders delivered lo PSI laboratory. TECHNICIAN: CHRIS DAVIS cc: CITY OF CARLSBAD CYLINDER COMPRESSIVE AREA STRENGTH (SQ. IN.) (PSI) TYPE OF BREAK 28.27 \:3290l Cone - 0§61 Test results comply with applicable specifications. Test results do not comply with applicable specifications. Respectfully submitted, Professional Service Industries, Inc. THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATiVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL, WITHO\JT 1/VRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. ~~LX- DISTRICT MANAGER Information To Build On PSI A-200-• (4)F PSI• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. PETER LASENSKY PETERBUILT CORP 6235 LUSK BLVD SAN DIEGO, CA 92121 May 09, 1996 LOCATION OF PLACEMENT BUILDING 1 PANEL C-1 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F May 06, 1996 07.: 00 am 6 CONCRETE TEMPERATURE, °F 7 4 DATE RECEIVED IN LAB May 09, 1996 FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY PSI\CHRIS DAVIS SUPPLIER PROJECT: HOMES FOR INDUSTRY 1950 KELLOG AVENUE OUR REPORT NO.: 059-60088-5 SUPPLIER DELIVERY TICKET NO./TRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE SUPERIOR 1459819 3545P/ 3000 psi 5.5 SK COMPRESSION TEST RESULTS ASTM C39-94 I SPECIMEN TEST LABORATORY IDENTIFICATION AGE DATE OF NUMBER OR SET NO. (DAYS) TEST 12405 A 7 05/13/96 12405 B 28 06/03/96 12405 C 28 06/03/96 12405 D 60 07/05/96 --· SPECIFICATIONS 28 REMARKS: X Cylinders made by PSI representative. Cylinders made by Architect's or Contracto~s representative. TOTAL CYLINDER LOAD .DIAMETER (LBS.) (IN.) 66000 6.00 Cylinders picked up by PSI ~-representative. Cylinders delivered to PSI laboratory. TECHNICIAN: CHRIS DAVIS cc: CITY OF CARLSBAD CYLINDER COMPRESSIVE AREA STRENGTH (.8O. IN.J (PSI) TYPE OF BREAK 28.27 ""2':3'3·0 Cone ,,.,......,,.3-00:0:i Test results comply with applicable specifications. Test results do not comply with applicable specifications. Respectfully submitted, ~~Ice Industries, Inc .. THESE TEST RES UL TS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. ~~!~r~ ,g~ Information To Build On Ps1 A-200.4 (4JF PSI • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. PETER LASENSKY PETERBUILT CORP 6235 LUSK BLVD SAN DIEGO, CA 92121 May 06, 1996 LOCATION OF PLACEMENT PANEL 1-3 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY May 03, 1996 10:25 am 4 75 79 May 06, 1996 PSI\CHRIS DAVIS SUPPLIER PROJECT: HOMES FOR INDUSTRY 1950 KELLOG AVENUE OUR REPORT NO.: 059-60088-2 SUPPLIER DELIVERY TICKET NO.ffRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE SUPERIOR 370466 354P/ 3000 psi 5.4 SK NOTE. AP.P.LICA6LE.AS1M.SMN0/.18D.S,U.NLES.$_0.lllE8WISEJtlDICAIED:.SLUMP.:::.:-~CJ~4.3~~1!J~Oa'.':::;.Al~B..!::C!~O~tillill~. I:.l:::·:::-C2~3~1-9~1.b~_' ~TE~M::PE~BA~T~UB~E'.'::· C'.'.:1~06'::4-~86~===================== COMPRESSION TEST RESULTS --·------ SPECIMEN TEST LABORATORY IDENTIFICATION AGE DATE OF NUMBER. OR SET NO. (DAYS) TEST :J.2394 A 7 05/10/96 12394 B 28 05/31/96 12394 C 28 05/31/96 12394 D 60 07/02/96 l:EO>eJCATIOOS I 28 REMARKS: X Cylinders made by PSI representative. Cylinders made by Architect's or Contracto(s representative. ASTM C39-94 TOTAL CYLINDER LOAD DIAMETER (LBS.) (IN.) 86000 6.00 Cylinders picked up by PSI X representative. - Cylinders delivered to PSI laboratory. TECHNICIAN: CHRIS DAVIS cc: CITY OF CARLSBAD CYLINDER COMPRESSIVE AREA STRENGTH (SQ. IN.) (PSI) TYPE OF BREAK 28.27 Qo4:o] Cone (3og]J Test results comply with applicable specifications. Test results do not comply with applicable specifications. THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. DAVID DISTRICT MANAGER Information To Build On Psi A-200-• <•>F PSI • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 dustries, Inc. REPORT OF CONCRETE' COMPRESSION TEST TESTED FOR: DATE: MR. PETER LASENSKY PETERBUILT CORP 6235 LUSK BLVD SAN DIEGO, CA 92121 May 06, 1996 -· . ·-·:-:-:--~ :·:::·-·-=-=--=-==---======= FIELD DATA: LOCATION OF Pl,ACEMENT PANEL 3-3 PATE PLACED TIME SLUMP, IN. AIR CONTENT, % May 03, 1996 07:46 am 5 3/4 64 AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F 78 DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY May 06, 1996 PSI\CHRIS DAVIS SUPPLIER PROJECT: HOMES FOR INDUSTRY 1950 KELLOG AVENUE OUR REPORT NO.: 059-60088-1 SUPPLIER DELIVERY TICKET NO./TRUCK NO. ,MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE SUPERIOR 370448 354P/ 3000 psi COMPRESSION TEST RESULTS 1-· -·-• -· I SPECIMEN~ IEST I LABORATORY I IDENTIFICATION AGE DATE OF NUMBER OR SETNO. (DAYS) TEST ; .. -----·-··1 -----··--. - 12393 12393 12393 SPECIFICATIONS A B C I 7 I 28 I 28 28 05/10/96 05/31/96 05/31/96 -·-------------J'------'------ REMARKS: .K_ Cylinder~ made by PSI representative. Cylinders made by Architect's or Conlracto(s representative. , ASTM C39-94 TOTAL CYLINDER LOAD DIAMETER (LBS.) (IN.) ·- 106000 6.00 Cylinders picked up by PSI -~ representativl!, Cylinders delivered to PSI laboratory. TECHNICIAN: CHRIS DAVIS cc: CITY OF CARLSBAD CYLINDER COMPRESSIVE AREA STRENGTH (SQ. IN.) (PSI) TYPE OF BREAK 28.27 fil2J Cone ~ Test results comply with applicable specifications. Test results do not comply with applicable specifications. THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. ~-·-d_u_s_~_~_s_,fu~ DAVID J~~ DISTRICT GER Information To Build On PSI A-200-• f•)F PSI• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 61~/455-0544 • Fax 619/455-1170 Page_1_of_ INSPECTION REPORT , I ? ., < • WENT tlkburff Cbrp DATE ___ 5"'--~Cj_.-_.:;f_..,._~-- PROJECT (Name) (Address) Architect-"---___ S ...... t~/~_Yj.....,_tz __ /lTl_v,_/?_,,k/2_-· ~-~--_ REPORT No. osz, -r&oo ea.-.A. Building Perm~t No. z'6,Q L(6,5:. Engineer t;;l/hzut(l / ft!/t(4Kt4 ;h1_C,,. Plan File No, _______________ _ Contractor. £eferbul/f U2R'f?· Govt. Contract No. ---------t'--------- OSA or OSHPD #------------- Other---------~---------- INSPECTION ___ OSHPD _OSA _Specialty Concrete _ Masonry _ struct Steel _ Prestress Cone __ Pile Driving __ Fireproofing __ _ Waterproofing __ Non-Destructive __ Soils Technician _ -_ Batch Plant _ Solt Pull-Out REMARKS MAT'LSAMPLING _ Concrete Cylinders _ Cement _ Mortar Samples _Grout Samples _ Masonry Prisms __ Masonry Block _ Fireproofing ___ tJnits (block or brick) _Asphalt Concrete _,Hoofing _ Reinf. Steel _ Steel -__ H.S. Bolts _-_Tendon (PT Strands) -_Other _ _ Other ____ _ _Other ____ _ ~PECTION CHE ____ Rint: Rebar ______ ~Ian & Specs__,...y..:'-,..__ __ ___ . _ Rinf.: W.W.F. ~learances___._~,,..1....,c.--__ _ ____ Rinf.: Tendons -z:ositions___,,,..c.L~,_...,,_...-- _· __ Cone.: Mix #/psi 3/ Sizes -ti:-#5 _____ Cone.: Mix #/psi _• _ Laps_p.:i......~:u;.;,:_µ;...-,,_~~ QTY MATERIAL DESCRIPTION ____ Cone.: Mix #/psi ____ _ ____ Grout: Mix #/psi ______ Consolidation _____ _ ____ Mortar: Type/psi _ Mortar Batching, ____ _ ____ Units: Block -_ Electrode Storage ___ _ ____ Units: Brick _ Torque Applied ____ _ ____ Steel, _______ _ ____ H.S. Bolts ______ _ __ . _ Metal Decking ____ _ _____ Electrodes ______ _ ______ Fireproofing _____ _ _____ · Other _ __._ _______ Corrective action required __ _ ___________ Corrections completed __ _ 5-9 -9'7 L11h2RSD&0 ~~~ Tuaforo"<e 'S.~ \ n~bn foe ::rn+-up fbrels.l. inspa:z/ecL 18 par-els / ~f=-5 3-0,. ,_ s,, , _ , . ,4 ... & . tt -;s . c-;; , ,. -:2, L/, -t .. c.-~ . c-3 -9 -i , T -r , -> • r 7 7 7 -r CobE-etve.--..JM ~ NO CPJeeevrtYB OCUQNS eE:QUleef). CEFITIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the b · 1 codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR SIGNA WE~~~~~_,...._Ji~~~~_::::, PSl·B-900-170(1) CERT. NO. JCBJ 51 -117 QATE 5-1-16 Page_1_of_ INSPECTION REPORT .{j • ' CLIENT 'f)~kwft C,oep DATE st:= t. -91. Architect $ )/ov:11-J:J7/ ~4e,.u;J /2c::: Engineer ~ r'.U.C-!2 { 4v efr1 , ) Contractor. (t-brl,o., {£-_ d.c ~p INSPECTION MAT'L SAMPLING _OSHPD ~ncrete Cylinders _QSA ·_Cement -.-Specialty ._ Mortar Samples __ Mechanical __ Grout Samples _ Electrical __ Masonry Prisms _Roofing _ Masonry·Block Lconcrete -. _ Fireproofing _Masonry __ Units (block or prick) -: StructSteel __ Asphalt Concrete _Prestress Cone __ Roofing __ Pile Driving __ -. Reinf. Steel _ Fireproofing __ Steel _Waterproofing __ H.S. Bolts _-_Non-Destructive __ Tendon (PT Strands) _Soils technician _Other _Batch Plant . _._Other __ Bolt Pall-Out __ -Other REMARKS QTY -- -- -- -- -- -- ---- -- --· --· -- -- -- PROJECT(Name) Hb'J,/,,1/L~~ (Address) 1-iy,-o LJ~ IJ.Jc ·· clk4k1 C-/Q REPORTNO. t:LS_,_f 4~~ -9 Building Permit No. 1 L ~ 7' 6 .1.. 2/ 9 4 () it:' :?. Plan File No, ________________ _ Govt. Contract No.-------------- OSA or OSHPD #------------- Other __________________ _ MATERIAL DESCRIPTION INSPECTION CHECKLIST _ Rinf.: Rebar /.~~J :s _ Plan & Specs -Rinf.: W.W.F. _ Clearances _ Rinf.: Tendons _ Positions 6-e_ _ Cone.: Mix #/psi hoo:" Sizes I _ Cone.: Mix #/psi _Laps -.-Cone.: Mix #/psi _ Future Continuity #/psi _ Grout: Mix #/psi _ Consolidation _ Mortar: Type/psi _ Mortar Batching _ Units: Block _ Electrode Storage _ Units: Brick _ Torque Applied _Steel _H.S.Bolts _ Metal Decking _ Electrodes _ Fireproofing _Other _ Corrective action required __ _ Corrections completed ~ CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otheiwise noted, substantially complies with approved plans, specifications.and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME C LA-:\J::}.,_$ d ~ts (Print Clearly) CERT.No._·+lfi"r-4--4~·-------------- INSPECTOR SIGNATURE c_.~ ~~ PSI-B-900-170(1) .. -~• Geotechnical t -, Enwrormentcd Page_1_of _J_ Kg• Construction Consulting • Engineering • Testing INSPECTION REPORT CLIENT .(L~Jiu, ft C~p DATE ~--..:3 Engineer_.¥;(3'"'--Lr:-"lu,!l:ool<:....::~'---~_L.J6.« ... ~4'4/d(.~c::i:.c-,11---1o,,1J~------ Contract6r.--"'.6"---::· L;h=--=· -.v:::::-/4:.::&,(..j_~· ("---t-'-------- INSPECTION _ MAT'L SAMPLING QTY __ QSHPD _ Concrete C:ylinders g_ _OSA __ Cement -- _specialty _ Mortar Samples --- __ Mechanical _Grout Samples -- _Electrical _ Masonry Prisms ___ Roofing _ Masonry Block -- ~oncrete _ Fireproofing --- _Masonry __ Units (block or brick) --- _ struct Steel _-_Asphalt Concrete -- _ Prestress Cone __ Roofing _Pile-Driving __ Reinf. Steel -- _ fireproofing __ Steel ·_waterproofing __ H.S. Bolts _ Non-Destructive __ Tendon (PT Strands) __ Soils Technician __ Other -- _ Batch Plant __ Other -- _ Bolt Pull-Out . __ Other -- REMARKS ~ I. 7 PROJECT(Name)~/4lla-~ (Address) f79..:C{-nia;;;l(?J::fH"L ~/41,&;d L, '19 REPORT NO. t,~'i ... t, .oos;:E; ij Building Permit No. fl-b # f.C '? (,.,1> '/ 4 f Plan File No, ________________ _ Govt. Contract No. ______________ _ OSAorOSHPD#------------- Other __________________ _ MATERIAL DESCRIPTION INSPECTION CHECKLIST _ Rinf.: Rebar '-os..-,r__l, "-= ~ Plan & Specs _ Rinf.: W.W.F. Clearances ·_ Rinf.: Tendons Positions _ Cone.: Mix #/psi ~~OQ ¼s ~~ ___ -Cone.: Mix #/psi ps _ Cone.: Mix #/psi _ Future Continuity #/psi --:-Grout Mix #/psi _ ConsolidatioryV.,,.~l P,(.;;;;/ __ Mortar: Type/psi _ Mortar Batching ___ Units: Block _ Electrode Storage _ Units: Brick. _ Torque Applied _Steel _H.$.Bolts ___ _ Metal Decking _ Electrodes _ Fireproofing -_Other _ Corrective action required __ _ Corrections complete~--;;:; - CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable-sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project.control. INSPECTOR NAME d l4-v-l'--'c ~ LJcujt'..!!'. (Print Clearly) · INSPECTOR SIGNATl,JRE_~ _ __.;;._·--"---=~='-'Q~_,...~=-:;:..;_- PSI-B-soo-110(1) CERT. No._'-ft-q+-7'~------- DATE __ ..J;.=---~---=----...z:1',=----------- l ·-,~ . .., I Geotechn~cal •-. Construction Page_1_of~ Consulting_• E_nglneerlng • Testing INSPECTION REPORT DATE -C-/ I Architect __ 5 __ i .... l ..... \ ..... m. ........ ¢..=-t..._t2.,,./_0-'--="-:,Y~M=a.::..u=--_,/.-:.q~.:::-=--- Engineer _ ___,13'"" ...... -r~iJ,.,=--1!.J---'~-=--0-..,,v ....... M'""~=sJ=-------- Coritractor 6:_L,r:::1~'-\\ Cc;.1 ~ t' ; INSPECTION MAT'L SAMPLING QTY _QSHPD _ Concrete Cylinders --_. _QSA _Cement -- _Specialty ._ Mortar Samples -- _ Mechanical _ Grout Samples _ Electrical _ Masonry Prisms -·-·. _Roofing _ Masonry Block -- _Concrete _ Fireproofing -- _Masonry _ Units (block or brick) -- _Struct Steel _ Asphalt Concrete -- __ prestress Cone __ Roofing -- ___ Pile Driving _ Reinf. Steel -·- _ Fireproofing _Steel -·- _. Waterproofing · __ H.S. Bolts -- _ Non-Destructive ___ Tendon (PT Strands) -·- _Soils Technician __ Other -- _ Batch Plant _Other -- _ Bolt Pull-Out _Other --· REMARKS PROJECT (Name) l.Jlf>M.W £.o-r /;,..,, d(L 4--ky (Addres~?,ZJ-.a JZ;;;:lt~-ra C.4=,,..)sLJ c;:;. REPORT NO. At:<i -~ tf:>CJ~~ -,3_ Building Permit No. </1,t;> 'ft,.11/~,~ '{, ¢1w:;, ¼.:y'14Wi Plan File No, _______________ _ Govt. Contract No. ______________ _ OSA or OSHPD #-------------- Other __________________ _ MATERIAL DESCRIPTION INSPECTION CHECKLIST _ Rinf.: Rebar _ Plan & Specs _ Rinf.: W.W.F. _ Clearances _ Rinf.: Tendons _ Positions _ Cone.: Mix #/psi _Sizes _ Cone.: Mix #/psi _Laps _ Cone.: Mix #/psi _ Future Continuity #/psi _ Grout: Mix #/psi _ Consolidation _ Mortar: Type/psi _ Mortar Batching _ Units: Block _ Electrode Storage _ Units: Brick _ Torque Applied _Steel _H.S.Bolts ·_ Metal Decking _ Electrodes _ Fireproofing _Other _ Corrective action required~ Corrections completed ~/-.-9-<.: fuv,d., .l ~}"0 <~,,r;; \ /ufy29,ct1ne-J )3E..k4r--p fc,_~~fl,(4'1.t-S± Cu... -fclfow,et, -rrlf ¥ . a,_,s, ~ s .' ~ Li,,_,,,~ k l., L A-I t-.2. 1-'I /-s--. 1-L ':5-.!L 3-1 f:-I CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME <!_ h ~ /c, <, c!_ 06.dr, (Print Cleariy) INSPECTOR SIGNATURE_d.=':..;~~;__~-...:6_=-Q.,,~=-ec9t--_ PSI-B-900-170(1) CERT. NO.__,_J./_C/"--'-CZ, __________ _ DATE----",!;'-------/_-_9_6 ___________ _ Ji •J Profession-al Service Industries, Inc. ~ • American Engineering Division . ' INSPECTION REPORT Project Name (per plans) t--/ lrn-< h ~ fu.J u ~/'7 Inspection Date Inspector's Name_-_CD...: __ :;;:;_=M>:,==L~---=b=-5;).J,C.:0!=4='=·;-p....,_ ___ _ PSI 8-900·171 Page~~ EsGil Corporation Professiona{ Pfan !R..f.view 'Engineers DATE: 3/26/96 JURISDICTION: Carlsbad PLAN CHECK NO.: 96-249 PROJECT ADDRESS: Kellogg Avenue PROJECT NAME: Homes For Industry SET: III l:J LICANT iq JURIS. l:J FIRE LAN REVIEWER l:J FILE ~ 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 ********** 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 applicant contact person. D The applicant's copy of the check list has been sent to: D Esgil Corporation staff did not advise the applicant that the plan check has been completed. ~ Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Tom Date contacted: 3/26 (by: DY) Telephone#: walk-in By: David Yao Enclosures: Esgil Corporation 0 GA D CM O GP O . PC log trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 EsGil Corporation Professiona{ Pfan !l(J.view 'Engineers DATE: 3/22/96 JURISDICTION: Carlsbad PLAN CHECK NO.: 96-249 PROJECT ADDRESS: Kellogg Avenue PROJECT NAME: Homes For Industry SET: II ~NT ~ CJ FIRE CJ PLAN REVIEWER CJ FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's*********** codes. D The plans transmitted herewith will substantially comply with the jurisdiction's.********** 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:gJ 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:gJ The applicant's copy of the check list has been fax to: Tom Newcomer 552-1563 r:gJ Esgil 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 contacted: (by: ) Telephone #: D REMARKS: By: David Yao Enclosures: Esgil Corporation rgJ GA DCM D GP D· PC 3/14 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 Carlsbad 96-249 II 3/22/96 RECHECK PLAN CORRECTION LIST JURISDICTION: Carlsbad PROJECT ADDRESS: Kellogg Avenue DATE PLAN RECEIVED BY ESGIL CORPORATION: 3/14 REVIEWED BY: David Yao FOREWORD (PLEASE Rl;:AD): PLAN CHECK NO.: 96-249 SET: II DATE RECHECK COMPLETED: 3/22/96 This plan review is limited 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 enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the .Planning Department, Engineering Department or other depijrtri1ents. 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, 1994 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 original tracings and submit two new sets of prints to: ESGIL CORPORATION. 8. 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? DYes DNo -I i v,• Carlsbad 96-249 II 3/22/96 3. Show the assumed property lines between the buildings. 10. Show the 30 feet required yard for building L at south side. 23. Provide name(s) of the special inspector to the city before the issuance of the building permit. 27. Note under defer approval at sheet Sp3 that the calculation and detail to transfer the force from the brace to the T JI will be provided before installation. a) The sanitary signage shall also be located on the wall adjacent to the latch outside of the doorways leading to the sanitary facilities, per Section 11178.5.9. PLUMBING, MECHANICAL AND ENERGY CORRECTIONS PLAN REVIEWER: Glen Adamek MECHANICAL (1994 UNIFORM MECHANICAL CODE) 8. Only one set of the revised sheets T24/1, T24/2, M/1, M/2, and M/3 and energy calculations were provided. Two sets of plans and calculations are required. ENERGY CONSERVATION 10. The sections on sheet A/12 do not show the interior metal framed walls & R-13 wall insulation and R-19 ceiling insulation on top of the T-Bar ceiling, as per the energy designs. Please correct. Note: If you have any questions regarding this plan review list please contact Glen Adamek at (619) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. EsGil Corporation Professiona{ PCan ~view 'Engineers DATE: 2/29/96 JURISDICTION: Carlsbad PLAN CHECK NO.: 96-249 PROJECT ADDRESS: Kellogg Avenue PROJECT NAME: Homes For Industry SET:I D APPLICANT ~ D FIRE ~EVIEWER 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. C8J 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. C8J The applicant's copy of the check list has been sent to: Sillman/Wyman,lnc. 6181 Cornerstone Court East Suite 101, San Diego CA 92121 C8J Esgil 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: Pate contacted: (by: ) Telephone #: D REMARKS: By: David Yao Enclosures: Esgil Corporation ~ GA ~-CM D GP D PC 2/15 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 Carlsbad 96-249 2/29/96 PLAN CHECK NO.: 96-249 OCCUPANCY: B/S-1 PLAN REVIEW CORRECTION LIST COMMERCIAL JURISDICTION: Carlsbad USE: office/warehouse TYPE OF CONSTRUCTION: V-N ·ACTUAL AREA: bldg A,B-5029 SF ALLOWABLE FLOOR AREA: SPRINKLERS?: Y?(bldg.C only?) REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: 2/29/96 FOREWORD (PLEASE READ): bldg C,D-9987 SF STORIES: 1 HEIGHT: OCCUPANT LOAD: DATE PLANS RECEIVED BY ESGIL CORPORATION: 2/15 PLAN REVIEWER: David Yao This plan review is limited 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 access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 1994 UBC. The following items listecl 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, 1994 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. LIST NO. 22, GENERAL COMMERCIAL WITHOUT ENERGY OR POLICY SUPPLEMENTS (1994 UBC) comforw.dot Carlsbad 96-249 2/29/96 • PLANS 1. Please make all corrections on the original tracings and submit two new sets of prints, to: Esgil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, California 92123, (619) 560-1468. • GENERAL 2. Provide the site address and a vicinity sketch on the Title Sheet. 3. Provide a Building Code Data Legend on the Title Sheet. Include the following code information for each building proposed: Occupancy Group B/S-1 Sprinklers:_ Yes or No (bldg c only?) Justification to exceed allowable area in Table 5-8. (if applicable) 4. Provide a note with the building data legend stating that yards used for area increases shall be permanently maintained. 5. Indicate on the Title Sheet whether or not a grading permit is required for this project. 6. Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and 1994 UBC, UMC and UPC and 1993 NEC. 7. Provide a note on the plans indicating if any hazardous materials will be stored and/or used within the building which exceed the quantities listed in UBC Tables 3-D and 3-E. • SITE PLAN 8. Provide a statement on the site plan stating: "All property lines, easements and buildings, both existing and proposed, are shown on this site plan." 9. Clearly dimension building setbacks from property lines, street centerlines, and from all adjacent buildings and structures on the site plan. 10. Clearly designate any side yards used to justify increases in allowable area based on Section 505. Carlsbad 96-24.9 2/29/96 • LOCATION ON PROPERTY 11. Exterior walls shall have a 30 inch parapet when less than 1 0 feet to a property line or an assumed property line. The uppermost 18" of such parapets shall be noncombustible. (see exceptions, Section 709.4)(between building A and B) • GLASS AND GLAZING 12. Specify on the window schedule the glass type and thickness to show compliance with Table 24-A and Graph 24-1. 13. Glazing in the following locations should be of safety glazing material in accordance with Section 2406.4 (see exceptions): a) Fixed and sliding panels of sliding door assemblies and panels in swinging doors other than wardrobe doors. b) Fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of the door in a closed position and where the. bottom exposed edge of the glazing is less than 60 inches above the walking surface. • ROOFS 14. A Class C roof covering is required. Table 15-A. 15. Specify roof material and application. Chapter 15. • FOUNDATION 16. Provide a copy of the project soil report prepared by a California licensed architect or civil engineer. The report shall include foundation design recommendations based on the engineer's findings and shall comply with UBC Section 1804. 17. Specify on the foundation plan or structural specifications sheet the soil classification, the soils expansion index and the design bearing capacity of the foundation. Section 1804.3. 18. Investigate the potential for seismically induced soil liquefaction and soil instability in seismic zones 3 and 4. Section 1804.5 19. Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been Carlsbad 96-249 2/29/96 determined that the recommendations in the soil report are properly incorporated into the plans. (When required by the soil report). 20. Provide notes on the foundation plan listing the soils report recommendations for foundation slab and building pad preparation. 21. The soils engineer recommended that he/she review the foundation excavations. Note on the foundation plan that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that: a) The building pad was prepared in accordance with the soils report, b) The utility trenches have been properly backfilled and compacted, and c) The foundation excavations comply with the intent of the soils report." 22. Note on plans that surface water will drain away from building and show drainage pattern and key elevations. Section 1804.7. • FRAMING 23. When special inspection is required, the architect or engineer 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. 24. Provide truss details and truss calculations for this project(T JI). 25. Sheet 2 of the calculation show that at end the T JI 96 shall be 2.5 x3.85. The roof framing plan did not show it. Please clarify. 26. Sheet 5 of the calculation show the brace to the panels at office front. The locations of the braces appear to not clear on the plan. What is the spacing of the braces? Please clarify and reference the-details . . 27. Provide comment and calculation to show how the force will transfer to the flange of the T JI then to the roof sheathing? Pr~>Vide calculation to justify all the details. 28. Some of the details on sheet D2 show the wall constructed as masonry wall. Please revise the details. 29. Sheet 6 of the calculation appear to indicating that some of the panels are 12"thick. Please clarify the location of the 12" panels. 30. Are the glu-laminated beams consider the volume factor to reduce the allowable bending stress? ·r i I Carlsbad 96-249 2/29/96 31. Sheet 8 of the calculation show that the ledger anchors for the bldg. 5000 are 2- 7/8" anchors between the purlins. Notes on sheet A7 shows different. Please clarify. 32. Sheet L-1 of the calculation show that the anchors for bldg. 1000 is PAT 23@ 4'-0" o.c .. Detail 1/02 shows PAT18 strap. Please check. • MISCELLANEOUS 33. Note on the plans that "all weather-exposed surfaces shall have a we~ther-resistive barrier to protect the interior wall covering and that exterior openings shall be flashed in such a manner as to make them weatherproof'. Section 1402. · 34. Provide details of restrooms to show compliance with Section 807 regarding floors, walls and showers. 35. Note on the plans that suspended ceilings shall comply with UBC Tables 25-A and 16-0. 36. Note on the plans that new water closets and associated flushometer valves, if any; shall use no more than 1.6 gallons per flush and shall meet performance standards established by the American National Standards Institute Standard A112.19.2. H & S Code, Section 17921.3(b). • TITLE 24 DISABLED ACCESS 37. Provide note and details on the plans to show compliance with the enclosed Disabled Access Review List. Disabled access requirements may be more restrictive than the UBC. Please refer to the following corrections for mechanical,plumbing, and energy items. • ADDITIONAL 38. 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, 39. 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. Carlsbad 96-249 2/29/96 Have changes been made to the plans not resulting from this correction list? Please indicate: · 0 Yes O No 40. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1468, to perform the plan review for your. project. If you have any questions regarding these plan review items, please contact David Yao at Esgil Corporation. Thank you .. + PLUMBING, MECHANICAL AND ENERGY CORRECTIONS + PLAN REVIEWER: Glen Adamek 1. Each sheet of the plans must be signed by the licensed designer. • PLUMBING (1994 UNIFORM PLUMBING CODE) 2. The plumbing floor plan on sheet P-1 does not match the floor plan on sheet A4. Please correct 3. Provide complete water line sizing calculations, including the water pressure, pressure losses, water demands, and developed pipe lengths. UPC Section 610.0 4. Correct the note # 5 on sheets P-1 and P-2. The 1994 edition of the UPC is now being used, not the 1988 edition of the UPC. 5. Correct the UPC, section number in the note# 12 on sheets P-1 and P-2. UPC Section 1007.0, not Section 603. 6. Correct the note# 7 on sheets P-1 and P-2. The California Energy Efficiency Standards has no Section S-5314. 7. The roof drainage on sheet P-2 does not match the roof drainage on sheet A5 and A9. • MECHANICAL (1994 UNIFORM MECHANICAL CODE) 8. The mechanical floor plan on sheet M3 does not match the floor plan on sheet A4. Please correct Carlsbad 96-249 2/29/96 • ENERGY CONSERVATION 9. The plans show more light fixtures than shown in the COMPLY 24 energy design, LTG-forms. Please correct. The LTG-forms on sheet E4 does not match the L TG-forms in the COMPLY 24 energy design. 10. On the plans clearly show the wall and roof insulation locations, thickness, and R-values, as per the energy design. 11. · On sheets T24-1 and T24-2 the envelope and lighting section of the Performance Certificate of Compliance forms are not signed. Please correct and completely sign the forms. Note: If you have any questions regarding this plan review list please contact Glen Adamek at (619) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. DEPARTMENT OF STATE ARCHITECT NON RESIDENTIAL TITLE 24 DISABLED ACCESS REQUIREMENTS • DISABLED ACCESS PARKING SPACES 1. Revise plans to show that at least one in every 8 accessible spaces are served by an access aisle ~96" in width and designated as VAN ACCESSIBLE, per Section 11298.4.2. All such spaces may be grouped on one level of a parking structure. • DOORS 2'. Revise plans to show that the minimum strike edge distances are provided at the level area on the side to which a door (or a gate) swings, per Section 11338.2.4.3: a) ~18" at interior conditions.(the future bathroom will cause the door not comply with the requirement) • SANITARY FACILITIES 3. Note that the doorways leading to sanitary facilities shall be identified, per Section 11158.5, as follows: a) Signage shall also be located on the wall adjacent to the latch outside of the doorways leading to the sanitary facilities, per Section 11178.5.9. Carlsbad 96-249 2/29/96 • SINGLE ACCOMMODATION FACILITIES 4. Revise plans to show a sufficient space in the toilet room for a wheelchair to enter the room and close the door, per Section 111'5B.7.2. The space is required to be: a) ~30" X 48". b) ~60" diameter. c) AT-shaped space as shown in Figure 11 B-12(a) and (b). d) Doors are not permitted to encroach into this space. 5. Show that the water closet is located in a space, per Section 1115B7 .2, which provides: a) A minimum side clearance of either: . · i) ~28" from a fixture. ii) ~32" from a wall on one side. b) ~48" clear space in front of the water closet. • · RESTROOM FIXTURES AND ACCESSORIES 6. Show, or note, on the plans that the accessible water closets meet the following requirements, California Plumbing Code: a) The seat is to be ~17" but s19" in height. b) The controls are: i) Operable with one hand. ii) Does riot require tight grasping, pinching or twisting of the wrist. c) The controls for flush valves shall be: i) Mounted on the side of the toilet area. ii) Be s44" above the floor. d) The force to activate the controls shall be s5# of force. • GENERAL ACCESSIBILITY REQUIREMENTS • SIGNAGE 7. Where permanent identification is provided for rooms and spaces, raised letters shall also be provided and shall be accompanied by Braille. Section 11178.5. 8. Provide a note on the plans stating that the signage requirements of Section 11178.5 will be satisfied. Carlsbad 96-249 2/29/96 -VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PREPARED BY: David Yao BUILDING ADDRESS: Kellogg Avenue BLDGA&B BUILDING PORTION BUILDING AREA (sq. ft.)_ warehouse 5029 *2 similiar bldgs Air Conditioning 242 Fire Sprinklers TOTAL VALUE UBC Building Permit Fee: UBC Plan Check Fee: Comments: 1 @ 93.15;: 93.15 24 3.5 PLAN CHECK NO.: 96-249 DATE: 2/29/96 BUILDING OCCUPANCY: B/S-1 TYPE OF CONSTRUCTION: V-N VALUATION MULTIPLIER VALUE ($) 120,696.00 847 121,543.00 $ 716.50 $ 465.73 Sheet 1 of 3 valuefee.dot Carlsbad 96-249 2/29/96 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PREPARED-BY: David Yao BUILDING ADDRESS: Kellogg Avenq.e BLDGC BUILDING PORTION BUILDING AREA (sq. ft.) warehouse 9987 Air Conditioning 242 Fire Sprinklers 9987 TOTAL VALUE UBC Building Permit Fee: UBC Plan Check Fee: Comments: 24 3.5 · 1.7 PLAN CHECK NO.: 96-249 DATE: 2/29/96 BUILDING OCCUPANCY: B/S-1 TYPE OF CONSTRUCTION: V-N VALUATION MULTIPLIER VALUE ($) 239,688.00 847.00 16,977.90 257,512.90 $ 1192.50 $ 775.13 Sheet 2 of 3 valuefee.dot Carlsbad 96-249 2/29/96 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PREPARED BY: David Yao BUILDING ADDRESS: Kellogg Avenue BLDGD BUILDING PORTION BUILDING AREA (sq. -fl.) warehouse 9987 Air Conditioning 242 Fire Sprinklers TOTAL VALUE UBC Building Permit Fee: UBC Plan Check Fee: Comments: 24 3.5 PLAN CHECK NO.: 96-249 DATE: 2/29/96 BUILDING OCCUPANCY: B/S-1 TYPE OF CONSTRUCTION: V-N VALUATION MULTIPLIER VALUE ($) 239,688.00 847.00 240,535.00 $ 1133.00 $ 736.45 Sheet 3 of 3 valuefee.dot City of Carlsbad . Miet·h,ikYiht-i•lY•i=ii•eetYeil . BUILDING PLANCHECK CHECKLIST DATE: c:2.. ~ S'-9 h PLANCHECK NO. cs90 Oc:2 :f 1 BUILDING ADDRESS: ~ ~ · PROJECT DESCRIPTION: =~~ £,b-.nwr-#f ~¥-2¾--L-g,l'.'.7 ASSESSOR'S PARCEL NUMBER: c;:21.aa ·-a Rel =2:?s:i EST. VALUE' Zo?<:2, t2ac1 ENGINEERING DEPARTMENT APPROVAL The Item you have submitted f0r r9Yiew ha bNn apprOYed. The apptOYII la bald on plane, lnf0nnlti0n and/or specfflcations prOYidld In ycu aubmiftll; tl'llrlfctt any cnangea to theN ltlffll after this dart, lndudlng. ftlld modit'lcallonl, muat be reviewed by thil offlcl to . in8url continued conformance with appllcabll cod-. Pie. review caratully Ill ccmmenta IIUIChld, • flHur9 to comply with lnstructiOnl In thil report can rNUI In suspensk)n ~ permit to build. DENIAL D . By· Catt: A Right-of-Way permit ilrequ~ prlorto~ ··--· ------------- ~ thl following impt'0Yel'T1en18: ATTACHMENTS OoedlcallonAPJ*llmn D Otdlcallon a.. D 1mprovtm1n1 Applcll0rl 0 lmprOYtrnent ChlCklll D Future lmprovtrnent AgtNmn D Grading Ptnnll AppllcadQn 0GradingSubmltll01tcklll 0 Right of Way Ptnnlt Applcll0rl 0 Right of Way Ptnnit Submiltll ChlckJllt and, lnf0m'llalon Shilt D Sawtr FN lnf0m'llalon Shilt P:\DOCI\CHICLl1\IP0001.,,. By: ________ Ollt: __ _ ENGINEERING DEPT. CONTACT PERSON ·NAMe~"?YJ~ Cly'otClrtlbad ADDRESS: 2075 Lp Palma Or., cartsbad. CA 92009 PHONE: (619) 438-1161, Ext 43 IS A-4 RIVOl/11/N 2075 Las Palmas Or.• Carlsbad, CA 92009-1578 • (619) 438-1181 • FAX (619) 438-0894 (, J,. S[IE PLAN· BUILDING PLANCHECK CHECKLIST 1st/ 2nd./ 3rdv' (3 D D · 1. Provide a fully dimensioned site plan drawn to scale. Show: A. North Arrow . B. Existing & Proposed Structures C. Existing Street Improvements 0. Property Unes Easements e. Easements F. Right-of-Way Width & Adjacent Streets D D D 2. Show on site plan: ~D D C¥6·o A. · Drainage Patterns B. Existing & Proposf(I Slopes C. Existing Topography / 3. -Include note: •surface water to be directed away from the building foundation at a 2% gradient for no less than 5' or 2/3 the distance to the property tine {whichever is less).• [Per 1985 UBC 2907(d)5]. On graded sites, the top of any exterior foundation shall extend above the elevation of the street gutter at point of discharge or the inlet of an approved drainage device a minimum of 12 Inches plus two percenr (per 1990 UBC 2907(d)5.). 4. Include on title sheet A. Site address EJ. Assessor's Parcel Number C. Legal Oescrfptlon For eommercial/Jndustrlal buildings and tenant Improvement projects, Include: Total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. ~NG PERMrT NUMBER DESCRIPTION MVOl/11/N BUILDING PLANCHECK CHECKLIST DISCAEDQNABY APPROVAL COMPLIANCE 2ndv' 3rdv' · · 0 D 5. Project does not comply with the following Engineering Conditions of approval for Project ~o. . . · Conditions were complied with .by: . Date: ______ _ Lffetd /JIPC/5-of ~ DEDICATION REQUIREMENTS D D O 8. Dedication for all street Rights-of-Way adjacent to the building site and any storm drain or utility easements on the b.ullding site is required for all new buildings and for remodels with a value at or exceeding S _____ -pursuant to Code Section 18.40.030. Dedication required as follows: _. ---------,.-..------- Attached pl•-find an application form and submittal checklist for the dedication process. Provide the completed application form and the requirements on the checklist at the tim• of resubmittai. Oed.ication completed by __________ _ Date: ___ _ IMPROVEMENT REQUIREMENTS D O O 7a. AJI needed public Improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds S · -pursuant to Code Section 18.40.040. Public Improvements required 8' follows: ____________ _ P1NM hffl a registered CMI EnglnMf prepare appropriate Improvement plans and submit 1hlm together wfth the requirements on tht attached checklist for a separate plancheck proceu through the Enginffring Department. Improvement plans must be app,owd, appropriate MCUritiM posted and f ... paid prior to issuance of permit. Attached ,-... ftnd an application form and submittal checklist for the publlc improvementa requlrementa. Provide the completed application form and the requirements on the checklist It the time of r'8Ubmittal. Improvement Plana signed by: __________ Date: __ _ IIIVOll11/M .. '· BUILDING PLANCHECK CHECKLIST , . . ~~~ . . . U D· D 7b. Con11ruc1or, of the public Improvements may be deferred pursuant to code Section 18.40. P11111 aubmlt a recent property title' report or current grant deed on the property and processing fff of· $. ________ so we may prepare the n.c111a,y Future Improvement Agreement. This agreement must be signed, notarized and approved by the City prfor to issuance of a Building Permit. Future public improvements required as follows: __________ _ Improvement Plana signed by: __________ Date: ___ _ 0 D O 7c. Enclosed please flnd your Future lrnprovement Agreement. Please retum signed and notarized Agreement to the Engineering Department. Future Improvement Agreement completed by: __________ _ Date: ______ _ D D O 7d. No Public Improvements required. SPECIAL NOTE: Damaged or defectfyf- lmproyements found adjacent to building site must be repaired to the satisfaction of thtp City tnsQtCtor 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. D D D 8a. Inadequate Information available on Site Plan to make a determination on grading requirements. Include accurate grading quantiti• (cut, fill import, export). D D O 8c. No Grading ~ermlt r9quir~. Plgl3af4 MYOM1/N /. . .• . / ~; . llUILDINQ PLANCHECK CHECKLIST . _ .MISCf! 1 !NEQUS PERMITS 1 sty1/2n~./ 3rd . ./ • !lf O o· 9~ A RIGHT-OF-WAY· PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the pub_llc Right-of-Way. Types of work include, but are not limited to~ street Improvements, trees, driveways, tieing into public storm drain, sewer and water utilitJN. 0 D D D· Right-of-Way permit required for c/&&u/4l?O ~ ~- A separate Right-of-Way permit Issued by the Engineering Department is required for the following: _______________________ _ 1 O. A SEWER PERMIT is required concurrent with the building permit issuance. The fee is noted in the fees section on the following page. 11. INDUSTRIAL WASTE PERMIT is required. Applicant must complete Industrial Waste Permit Application Form and submit for City approval prior to issuance of a Permit. ,Industrial waste permit accepted by: _______ Date: ___ _ - Plgl4af4 RIYOl/11114 {).J a r-eh Oc./ 'S. e_ (3#-~! . Pr i_ 8, 5~G aCj 4-;4~ ~ tt raco¢ ·. c_ 9 qg7 0, 3f1 ri /oc:P ¢ b qqg7 q, 68 7 ¢' &;00;6. ,f • ,...,.._-FROM: Sillmam/Wyman,Inc \ I \ I I 1 I \ I l \ I ' I \ l l ' I I I . I,,, HOMl:8 ~OR INDUSTRY PHONE NO. : 6195521563 I I I, I I ' Feb. 29 1996 11:23AM P2 -_d,il~l,Y J 1 I I I I r-f-.W I I I I I .I &ILLMAN / WYMAN, INC. . .:~_-_, AKCHITl!«;TURE a ENtllN&ERINQ 1--l-11------1 ---IV!l¢T,II am Nii SAIi Nto, CMl'OIIII\ , • .: kin.,_ . ENGINEERING DEPARTMENT ENGINEERING REVIEW SECTION FEE CALCU.LATl·ON WORKSHEET D Estimate b8$ed on unconfirmed information from applicant. D Calculation based on building plancheck plan submittal. ~ Address: 2oc,u~ <t[·_· .,._ • · Bldg. Permit No. . (: 1:3 9h CJ c)... 'f-7 Prepared by: IJ1t<Jm Date: .3/2 /9·,:~· Checked by: _____ Date: ______ _ EDU CALCULATIONS: _List types and square footages fo't~~~-f ;ga:;; • 3 3 Types of Use:~~ Sq. Ft.Jt-:Jn~f,+-~-zpf-!.-si O~l~u•s: __ ,,_g_1 ___ _ Total EDU's: /., ;z_ ~ ADT CALCULATIONS: Li~ types and square footages for all ~ /l{ ~000 1 Q_ Types ·of Use:~ Sq. i=t./Unitr.::2::b-f .J.'1/Z{~IDJnOADT's: _ ___.,d,~~----- Total ADT's 34- FEES REQUIRED: PUBLIC FACILITIE~ ~ REQUIRED ~S O NO (See Building Department for amount) WITHIN CFO: li2J"YES (no bridg~ & thoroughfare fee, 0 NO reduced Traffic Impact Fee) ~RK~N-LIEU FEE PARK AREA: _______ _ ~ / FEE/UNIT: . ~ 2.TRAFFIC IMPACT FEE ADT's/UNITS: s 3 4:-: . ~iDGE AND THOROUGHFARE FEE · . / ADT's/UNITS: · !Ii 4'. FACILITIES MANAGEMENT FEE . SQ,FT.:~ Q ~ 9 ~ SEWER FEE · PERMIT No.5 /;" CJ (pCOd-h X NO. UNITS: __ _ X FEE/ADT: X FEE/ADT:_.. __ _ ZONE: 5 X FEE/SQ.FT.: e.4-0 X FEE/EDU: / ~Oo EDU's: I O 2', ~ BENEFIT·AREA: .... (_,.~--DRAINAGE BASIN: ,5 p-. ' n/ e,O X FEE/EDU; / LQ -• L.-f'v,, ,,_. EDU's: / .. d:a ¢:-, . f'~RAINA~E FEES PLDA. ______ _ HIGH.:. __:_ /LOW __ _ ACRES: _ X FEE/AC: __ . ~WER LA TERA:(~.~ -D~POSIT) rn<wATER FE!:: EDU's: & J..c±:-, X FEE/EDU: Jl_4C() =$ fl= l:>o =$ rz+s- =$ -0 =$ 'J., of~ = =$ ;i_) ::lo~. - TOTAL OF ABOVE FEES*: $ '7 t Cj_ 8±-::- *NOTE: Thia calculation sheet la NOT a complete Hat of all feea which may be due. Dedications and lmprovemen~s may also be required with Building Permits. P:\DOC$\MISFORMS\BP0002.FRM REV 01/04/95 ENGINEERING DEPARTMENT ENGiNEERING REVIEW SECTION . FEE CALCULATION WORKSHEET D Estimate based on unconfirmed information from applicant. D Calculation based on building plencheck plan submittal. Address: fu~-· . J3 ______ Bldg.Permit No. Prepared by: /m/YJ Date: .3/2 /9°·;·_ Checked by:. _____ Date:. ______ _ EDU CALCULATIONS: List types and square footages for.)lll U~_t /J'CJ::) • 3 3 ~ · {fl C)O ~ • I' Types of Use: W ~ Sq. Ft.~f-!4-;A9p(-! 6i ooE~U"s:. __ -_._gaaa.. -'1 _____ _ Total EDU's: / • ;),_ .;l_ ADT CALCULATIONS: ~ ty~ and square footages for ajl ~ {lj ~ooO · I ~ Types of Use:~ Sq. Ft./~ f,J.?fff/nt"JoADrs:._--"a6=~~---- Total ADrs 34- FEES REQUIRED: PUBLIC FACILITIE~ ~ REQUIRED ~S O NO.(~ Building Department for amount). WITHIN CFO: u2rves (no bridge & thoroughf~re fee, D NO reduced Traffic Impact Fee) ~ARK~N-UEU FEE _ / FEE/UNIT: PARK AREA:. __ _ D"° 2.TRAFFIC .IMPACT FEl; ADrs/UNITS: s 3 4-: ~iDGE. AND THOROUGH~ARE FEE -/ ADrs/UNITS: fG( 4. FACILITIES MANAGEMENT FEE SQ.~.:6; 0 ¢ °I ~SEWER FEE X NO. UNITS: __ _ X FEE/ADT: X.' FEE/ADT: ___ _ ZONE: .5 X FEE/SQ.FT.: t> 4P PERMIT No5 E q &cJO~l X FEE/EDU: / ~L0 EDU's: I •_.A·¢) . DRAINAGE BASIN: ,5·p . /7/ e,C> X Fl:E/EDU: / L<D __. BENEFIT AREA: _.(_7 ___ _ . L~ / EDU's: J• d-d:::- \?~RAINA~E FEES PLDA. __ _ HIGH _/LOW. __ _ ACRES: X FEE/AC: __ . itt;WER LA TERA: ($2,500 D~POSIT) ~ATERFEE EDU's: . /_·r)...d:-., x FEE/EDU: :J....4CO =$._....;:fz::i......::;.. __ =$ =$ :::() IPD =$ -;),DI~ = =$ ;;z) ~0.3·. - e> '[3 ~ =$ ~~ =$oJ: Pt:y_µ_( Ii? 0-t° =$._....;-0===:;;_ __ TOTA~ OF ABOVE FEES*: $ '7 l Cj_ 8±::- *NOTE: Thia calculatlon sheet la NOT a complete list of all fHS ·which may be due. Dedications and Improvements may ~lso be required with Building Permits. P:\D0C~\MISF0RMS\BP0002.FRM . REV 01/04/95 · ,, '# ENGINEERING DEPARTMENT ENGINEERING REVIEW SECTION FEE CALCULATION WORKSHEET D Estimate base<:! on unconfirmed information from applicant. D Calculation based on building plancheck plan submittal. Address: 3.u,, ~· C----· . Bldg, Permit No. /7~ ~'7 Pr~pared by:/nfJ t½.,, Date:™ fe Checked by: _____ Date: _______ _ EDU CALCULATIONS: List types and square footages for all uses~ / 00. d ...! // ()6 l "•J ~ · J ~ u? 'fQ: ,~-!.:raoo o o Types of Use'tJ'-f../'//JJ~. Ft./Units:?V~3.f7 'EDU's: ______ _ Total EDU's: ____ J,_6_a._~~( _ ADT CALCULATIONS: List ty~ and square foota~es forA!J,u~~..% , ~oo~ ----rt'DO O I :L. Types of Use: · . Ft./Units(_'. '938-Z&~ct> ADT's: ___ 41 J .-• Total ADT's_...,, 5_.__c; ____ _ FEES REQUIRED: PUBLIC FACILITIES ~~EQUIRED ~S O NO (See Building Department for .amount) WITHIN CFO:· 13' YES (no bridge & thoroughfare fee, 0,NQ · ·~-IN-LIEU FEE . / FEE/UNIT: ~.TRAFFIC IMPACT FEE reduced Traffic Impact Fee) PARK AREA: _____ _ X NO. UNITS: __ _ =$ -Er ,!>Co ADT's/UNITS: 5:J ~ AND THOROUGHFARE. FEE X FEE/ADT: =$ ;,;_ q p- _ / ADT's/UNITS: . . [lJ/4, FACILITIES MANAGEMENT FEE • / SQ.FT.: q 30 iz?s. SEWER FEE PERMIT No0E 9 bt){);;).. <f . EDU's: d,. J-,. {. . X · FEE/ADT: ___ _ X ZONE: --S FEE/SQ.FT.: c,0 =$ 3)1ss- X FEE/EDU: 18 {J b BENEFIT AREA: ____ (a __ DRAINAGE BASIN: s5P- 1<e EDU's: :)._,,, d---( ~INAGE FEES PLDA. ___ _ X FEE/EDU: HIGH ______ /LOW __ _ ,_I~ ACRES: . Jb::ffj. ~EWER LATERAL ($2,500 DEPOSll) ~WATER FEE. EDU's: d-o J_ I X X FEE/AC: __ _ FEE/EDU:~ 40{) oo ·=$ 5) C y]j-- . DO ' 4-.;:..-- TOT AL OF A~OVE FEES*: $ / I SI (o *NOTE: Thia calc~latlon sheet la NOT a complete llat of all fees which m~y be due. Dedications. and Improvements may also be req.uired with Building Permits. P:\DOCS\MISFORMS\BP0002.FRM REV. 01/04/95 -.,.- ' ENGINEERING DEPARTMENT ENGINEERING REVIEW SECTION . FEE CALCULATION WOR-KSHEET D Estimate based on unconfirmed information from applicant. D Calculation based on building plancheck plan submittal. Address: Eu.,,,_~-Q Bldg. Pennlt No. /7~ ./-"j Prepared bv:/rJfl fu_ Date:~l Checked ·by: _____ Date: ______ _ FEES REQUIRED: PUBLIC FACILITIES ~REQUIRED ~S O NO (See Building Department for amount): WITHIN CFO: C9"vEs (no bridge & thoroughfare fee, D NO reduced Traffic Impact Fee) ~-IN-Ll~U FEE PARK AREA:. __ _ . / FEE/UNIT: ~.TRAFFIC IMPACT FEE X NO. UNITS: ADrs/UNITS: 50 ~E AND THOROUGH~ARE FEE;. X FEE/ADT: d.~ ADT's/UNITS: ___ _ ~CIU~ES MANAGEMENT Fl;E x. FEl:/ADT: ZONE: .. s : / . SQ.~.:q· 30. IZ?'s. SEWER FEE PERMIT No.SF o/. focfJ;)..1 X · FEE/SQ.FT.: .4-0 EDU's: di-J--( X FEE/EDU: /JQ ~ . BENEFIT AREA: @ DRAINAGE BASIN: s 5 p- EDU's: . :i.. c)._{ x FEE/EDU: 1w ~~INAGE FEES PLOA. __ ___ HIGH ____ /LOW __ _ ;_I~ ACRES: ·. . µrf. ~EWER LATERAL ($2,500 DEPOSll) ~WATERFEE. X FEE/AC: __ _ EDU's: X FEE/EQU: ~ 40{) =$ ff =$ 00 =$ 31_1ss- oCO =$ >3; 991-- =$ 11og~· -~~ =$d:~/Yl~ =$ ::CC: C)O =$ 5),301-- , . .!:3--- TOT AL OF ABOVE FEES*: $ / 4-1 5/ b *NOTE: Thia calculation sheet 18 NOT a complete llat of all fe .. which may be due. Dedications and Improvements sriay also be required with Building Permits. P:\DOCS\MISFORMS\BP0002.FRM REV 01/04/95 · TO: FROM: DATE: City of Carlsbad _ ,M§ef·11 ei44iih41•l4·i=iii,,t4UI DEVELOPMENT PROCESSING SERVICES ENGINEERING INSPECTION DIVISION 3-27-96 ROUGH. GRADING APPROVAL FOR PROJECT NO. G-R 9600041 MS 95-({)~ (P.E. OR TRACT#) • 1-/0/{;{E:5 FD£ /.AJl>{J8T/€Y _ /950 ka.Low A{/€. (PROJECT NAME &' ADDRESS) . /JETE&;/LT t!LJ&f>. (DEVELOPER'S NAME & ADDRESS) We have inspected the grading for Lot/. _ 39 or Phase_:_-__ of the above mentioned project. In addition-, we have received rough grading certification from (i-EOSOIL.S 1:Ve-., -·_ , . , the Soils Engineer, dated 3-19-96 an_d from £ D. L4AllJSIJIW£W,{}<c,cEAJGltU{;G??l.{}<r, the Supervision Grading Engineer, dated 3-26-96 , and are satisfied that the rough grading has been completed in accordance with City Standards. · Based on these certifications and our observation, we take no exception to the issuance of a building permjt for Lo~ _ 39 . _ or Phase _:__ ·of project J/O/JfG-'2 EOf< /.,(}l)f)S?Ry . from a grading .standpoint. This release, however, is not intended to certify the project from other engineering concerns including site development, water or sewer availability, or final grading. We will need to be adviseo prior to the issuance of a Certificate of Occupancy so that we can verify that final grading and landscaping has been completed in accordance with the approved plans. for the project. APPROVED: PROJECT GRADING INSPECTOR , SR. CONSTRUCTION INSPECTOR H:\LIBRAAY\DPS\WPDATA\INSPECl\ROUG~RAD,FOA 2075 Las Palmas Drive • Carlsbad, California 92009-1576 • (61"9) 438-1161 CITY OF CARLSB_AD GRADING INSPECTION CHECKLIST FOR PARTIAL SITI: RELEASE PROJECT INSPECTOR: lJ.. /1} 00 £.f:!"' PROJECT ID /tlf5 95---05' DATE: 3-27-96 . GRADING PERMIT NO. {j-te 96 0004 I LOTS REQUESTED FOR RELEASE: ______ 3_9 ___________________ _ NIA = NOT APPLICABLE ,/ = COMPLETE 0 = lncomple~e or unacceptable 2nd. 1. Site access to requested lots adequate and logically grouped 1----,,4---~ 2. Site erosion control measures adequate. 1----,t,'-+---I 3. Overall site adequate for health, safety and welfare of public: 1-----r'-+---I 4. Letter of request for p?1rtial release submitted -----5. 8½" x 11" site plan showing requested lots submitted. I-......+ __ _ -----6. Cor:npaction report from soils engineer submitted. 7. Engineer of work certification of work done and pad elevations. tvA 8. Geologic engineer's letter if unusual geologic or subsurface conditions exist. -----y 9. Project conditions of approval checked for conflicts 10. Can Water service be installed prior to bringing building combustibles on site. Partial release of grading for·the above stated lots is approved for the purpose of building permit issuance. Issuance of building permits is still subject to all normal City requirements required pursuant to the building permit process. D Partial release of the site is depied for the following reasons: Project Inspector 3~27,-9'6 Date Project Engineer Date l1X.~ ;y/27/Pt' Date H:\LIBRARY\ENG\WPDATA \INSPECT\FORMS\PARTSTIE .FRM ~ I rn l\j l () ' Q) Q) Q) 1ii 1ii 1ii C C C ~ ~ >, .Q .Q ,-C\I t') =II= =II= =II= ~ ~ ~ 0 0 .o Q) Q) Q) .c: .c: .c: u u u C: C: C: <11 <11 <11 £ a: a: ' 0 0 goo PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No~ CB qtp-24Cj Address K.Q( I~ Ave.VtJ..W Planner \tJ2J2..\ \06'-DS · Phone (619) 438-1161 ext. <)4 4----z (Name) APN: _ --z.1-z..-Dq-z_ ---~ -Type-of Project and Use: Tla111 Vl.tJ ) hd1..,1si1]a.,Q, Zone: "f}'.V\ Facilities Management Zone: _ _,;;:5::;._. __ _ CFO kirwout) # _________ _ ~cle (If property in, complete SPECIAL TAX CALCULATION WORKSHEET provid~d by Building Department) Legend ~ Item Complete (g Item Incomplete -Needs your action E~vironmental Review Required: YES V NO TYPE ---- DATE OF COMPLETION:_ ....... \-_____ \ 3 ____ -_Cfi~l--J2 __ _ · . Compliance with cohditions of approval? If not, state conditions which require action. Conditions of Approval ____________________ _ Discretionary Action R~quired: YES V NO __ TYPE '\)[P }PLtD )/IVl S APPROVAL/RESO. NO. A:1)~,». A-f()vO~TE l -l 8 -°/ (p PROJECT NO. 9t-P q5-ov_/ Ptl.D q5-02,/ /VLS C/'5-o<:; rD OTHER RELATED CASES: tAvls. kt J. A-1r~v:±:: Ce,af--{t;; ?f-PC-t .{;,, 1/ lo,1 . -· ~ P l ~ J CJ4-) Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval #-+12,1s -:1: ott11~ erRSeYM rt- '2'-t: 1 #' _ f.e.r .o"f c ~ Caiifornia Coastal Commission Permit Required: YES __ NO X DATE OF APPROVAL: __ .c:::= ___ . __________ _ San Diego Co~st District, 3111 Camino Del Rio North, Suite 200, San Diego, CA 92108 (619) 521-8036 Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval ____________________ _ loo Joo Jo D d'o D rdo.o DOD lnclusionary Housing Fee required: YES __ NO;< __ (Effective date of lnclusionary Housing Ordinance -May 21, 1993). Site Plan: 1. Provi~e a fully dimensioned site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensioned setbacks and existing topographical lines. 2. Provide legal description of property, and assessor's parcel number. Zoning: 1. Setbacks: Front: Required ':PJ Shown ~D tMt~ Int. Side: Required Shown LO M(~ [O Street Side: Required '/JO Shown Rear: Required ~-ZS Shown ~s: Yv1. { ~ 2. Lot Coverage: Required 50 °( o. wt~Shown 2::.5 'f () '3':/ ~(JI J 3. Height: Required Shown tp, ' ,~ \~ 4. Parking: Spaces Required . \ ~ l Shown tor-z-I;, \"3 Guest Spaces Required Shown c,;,'r ? ;;).(., ::2-, L-014 d'(( JJ...p Additional Comments. ______________________ _ OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER _______ DATE __ _ K:\ADMIN\COUNTER\PLANCK.FRM 1-17-96 City of Carlsbad · · 95241 Fire Department • Bureau of Prevention .. Plan Review: Requirements Category: Building Plan Check Date of Report: Monday, April 1, 1996 Contact Name Address City, State Sillman/Wyman, Inc. 6181 Cornerstone Crt. E. Ste. 101 San Diego CA 92121 Reviewed by: (! ~ /3(p __ ,e__c.1..J Bldg. Dept. No. _96_-_2_4_9 __ -'--_ Planning No. PIP95-0B Job Name Lot 39 Homes for Ind Job Address 1950 Kellogg/CVR Ste. or Bldg. No. ____ _ ~ Approved -The item you have submitted for revi_ew has been approved. The approval is based on plans; information and/or specifications provided in your submittal; ther~fore any changes to these items after this date, including field modifica- tions, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. D Disapproved -Please see the attached report of deficiencies. Please make corrections to plans or specifications necessary to indicate compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. For Fire Department Use Only Review 1st. __ _ 2nd. __ _ 3rd __ _ Other Agency ID CFO Job#--'---'---95_2_4_1 __ File# ___ _ 2560 Orion Way • Carlsbad, California 92008 • (619) 931-2121 i-; : BASIS OF i;>ESIGN P~oject Name Homet;;, rb"" 'Indvs f v-7 . \, · Project Number 9?-'?C:, BY Zf bate f'Z,/9S Sheet No._·1_ Root .Dead.Load Floor bead. Load Roofing G,,O PSF Floor Covering ;= Sheath:i.ng rz..o Sheathing . Framing, '3.o Framing I Clg &. Insul. '2.,0 Clg & Insu1. Misc. · --z_.o Misc. .Total lt:7,o PSF. Total PSF LIVE I.£)ADS WALL DEAD·. LOAD Roof Live Load · 12.0 PSF Interior 10 PSF Balcony Live·Load PSF Exit Walkway Live Load . PSF Floor L:i.ve Load . / PSF Exterior 16 PSF "2~ . -psi' . Concrete strength @ 28 days : ~psi e FTC? ~ .(2 11Cf UP ?/~k.l.EU Concr:ete·rilasonry block (AS'lM C-90) Grade "N" Regular Weight. f'm= 1350 p~i ,Grout= 2000 psi ,Mortar Type "S"= 1800 psi Reinforcing steel .: A-615 . Grade 40 for# 5 & smaller ,Grade 60 for# 6.& greater Struqt1.1+al st~el: A-36 LUITIQer: Douglas Fir...,Larch Joists: No. 2 Beams &· Posts : No. 1 . Studs ·: 2x4 10 1-011 high or less : Construction . 2x4 10 1·-011 to 12'-0" high ·: No. Z 2x6 121-011 t9 18'-0" high : No. 2 ,,· Code: ·Uniform ~uild:i.ng Code 1991 seismic Fo1;ce = (ZIC/Rw) X W = • lb3 l<J 01-2os,· \~.'; PSF 20'-40.. ,Z.l,1? PSF Ll.:f:[ Pro1·ect No. 3 S ..,,.3s ProjectName_....!n.!.!-...:::...__ _____ _ By _____ ZF_--Date._11/-<--(9-'-1..;;...'J_S. __ Sheet No. r'L n. = So B4--b -tt--, ¼ V:::. S;oi'2. e.J:D<; j.e-{g, l\l\ON :;; ~! n= S9o4-~ · V-::: if:;~?r-- I Sf>.At-i = rlo ~ = ·rzee-z. A-- '1,t!x..-o x t .i.s :t.0-<.1 = 1-1..rto 'TL1L/-J.4~ '· I D T.,A. = BIO . :1-\t Pk -= U tA-( <bio J (f C.aw,k?e,r '= --~-o_x_\'1-_ x. l'?...-Sc.,o x l,S = . 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By __ Z_:r ___ Date _I_,_/ 1._· 4-_,__/_B_(p __ Sheet No. (p \\ & 'f.Ahl1)--W/ W1J-JDot-v ~'$. Coe.ff, = .3 )( 17.. ~ 0 E,,$ '3 X."2,.. C€A'D ~ 1..-t\/E, LoA:U. ,As A130\/e. tl, c,,o, = . 3 )( 7s. ..:::. "2,1,,. s. w,z. ~-~ ~ ._(pl\, ( • 31,, ) w ' - - w/t? f'T L..:l? -..-1,z,' ~ (pl I ! lid-' ' l i I -}, HPI · Project No. 3S-3S Project N~me ____ ~-=------- By __ -z.;.,;::;·=F__,. _____ Date 1'2--/ 13/ 3& Sheet No. --'7,___ ( I l CJ l, A, = . Sl.'v .( b :::: ~SZ- 2 n = L6x'3l ) X _'.3l,S/o - I GL--~ Sf'At-.J. = ,Z.o T,.A.,. = G:>% ·" '20 . ~\1 PL- .u.) = &¾ >< {_ l?_--1-\'2.-) + IJ..O ==-Bll ( ,q9zs) :c ee.1 "' \ 1 }/};. Tl. I L-f u-o &mb.e.y '2.o x!'Z... ::f8t,, --1--4o x.. l9 (B .s. . I 7H::i.µ == 1?7.. ,, ~ ::z. Ex:,Cdt,J X 11 +:(Zcoo ~l.1..S) ·;;; '3Pf},'L :c~ ~ S((.pl. TL-, Lf1,J.,c-;;i ' !, ,, VSe-1,,(p,1:/-/ TJL 'JCP '2,'Z.'=.;., -<'3,o~ CHDt2-0 $. P<... tz.-,. '.13&S ( 492 . .s ) tl~e.. c~ S1/t:> x tlPY,L, 'ZA-f -V-4 C::: ¾11 Jf ! F ---------- I I '3Z-c.;':,, ---------+---·--/ U $e. GL.& s Yo x 2.2.-V'l.. 24-F-Vb C-=13/b' ·Pro~ect··~;0~.,-.:+.'.·--.~_f_I_· ------. ProjectNo. 95_35 . By ; : : ~··ZIF ~ ; Date 11/l~/ 9$ Sheet No. 0 f,("q,c...e, Q, + c7rr~·c..e-' rein e--ls. ~-f.ep lLJc.ll fcii,,e,ls, See .. L.J-1 1½H) . t4~.IA-- L~ 05Sl6N. et..o& lo,cc,c:, '.3~ ){ V X {'2c>-1-(S). ' 7/6 t · r--.6 ;" c.Af. ;= // ;, .. %- .~ ~ ft.J(2..Llh!. A0,7h )f.b. x: ( rzc>~tS) =, ~tO ,JI--•. .:is-:lt . WEt4'2-.:; '1.. 791J. /i-u,5 -= rJ:20;, . . ,. -~ PAIIZA~l-u.... T-'-:> ·TJI. see...:7~V'-€..... s1-1i.t:.R--;:: S0.,7aS/Bi·· ;:, 4?":3-:;z..l. ':' 1 .S,aJ--~h11·ve.. ' '. \ ~ ~ 4x/4LW~ J~ 4-7/~ ~ ,A,6, @.,EA• 'f1J~"-!- '2--1g' <f> AB, 4:x<.o L,e.P~ V Se ~3/e: <f' A,1s, ~ S'Z 11 @.,, l=.A, Pl)~\...,1/--J, ,Z. _ 7/. 11 C{) 'tt::> ,A.5, '· ProjectN~m~ _:"_f.l:;,;.,f_I. _____ · ______ Project No. 97 -"3<;. . ' , ' -'·" .... ) . 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[ I PAGE : W--1 PROJECT: Hf:J:" SUBJECT:_1i..,._1......,~~-< ..... U-=f-½/.,....,.A_Lk ___ _ BY • I PR~-CAST CONCRETE WALL PANEL DESIGN tfu;>o I01oa-c:> I ,, ----------------~-----------~------~--------\ b-(p 'fA,-.i~ Considering P-Delta Effects DESCiUPT.!ON : ALLOWABLE STRESSES > f re :· Concrete > Fy .: Rein£ • > Phi : . 9 or . 7 2 > Seismic Factor > Wind Load = .. . 3,000 psi 60,000 psi 0.86 > Min Vert Steel % > Min Horiz Steel % Max. Vert. Spacing= Max. Horiz.Spacing = = = CHOICE OF DESIGN METHOD -' --------.----------------Moment of Inertia: -- SEAOC 11 Yellow·Book11 , SEAOC "Green Book11 ' ACI Eq. (9-7) , 0 ;7 43 psf Using I-cracked Only Using l:-cr & I-gross Usi:rig I-effective Enter Enter Enter Def l.ection Determination · : -------------- · To Iterate P-Delta Effects To Convergence Enter To Find Defl. At Moment Capacity of Section Enter 0.0020 0.0012 18.00 in 1.8. 00 in ------>>> -> 1 -> 2 -> 3 ------>>> -> 1 -> 2 3 1 Shall Uniform. LL Be Used With Wind/Seismic Loadings? Y=l N=0 --> 0 DESIGN· DATA ( Enter All Loads UN-FACTORED) > C'lear Wall Ht. = 21 ft > Eccentric Dead Load = 705 plf > Totql Wall Ht. = 22 ft > Eccentric Live Load = 940 ~lf Ht I Th~ Ratio = 42.0 > Load Eccentricity = 6 in (default = t/2 + 3 II) > Wall Thickness. = 6 in > Rebar siz.e '#' .. 6 > Uniform Lateral Load= 0 plf . > Rebar _Spacing ·= 9 in > x_.Dist. to Bottom = 0 ft > X-Dist. to Top = 0 ft > I?epth To Steel = 3.9 i,n > seismic=l, Wind=2 --> 2 <-- (default = t/2) > Point Lateral Load = 0 # > Axial Uniform DL = 600 plf. > x-t>ist! from Bottom = 0 ft > Axial Uniform LL = 0 plf > Seismic.=l, W:i,.nd=2 --> 1 <--------------~--~~-----------------------------------------------------DESIGN SUMMARY SEISMIC WIND ~-~----------~ ------~----------- M-n * Phi • MOMENT CAPACITY 106,287 in-# 106,287 in# . M-u . APPLI·ED MOMENTS 54,767 in-# 40,845 in# . @ TOP OF WALL. 4,883 4,770 OVERSTRESS = o.o 0.0 % HEIGHT I SERVICE DEFLECT IO~ = NA NA . -. --------------------------------------------------.--------------------LATERAL LOADtNGS ----------------. ' . Wall Wt@ 1~0 pcf Lateral Wall Wt = 75.0 psf 52.5 psf Wind Load* 1.275 = Lateral Wt* 1.403 = 54.8 psf 73.6 psf VERTICAL LOADtNGS --------------~--P-Axial: .Seismic -or-Wind P-Wall : Seismic -or-Wind Pu-Axial: Seismic -or-Wind Pu-wall; Seismic -or-Wind = = = = 1,305 plf 863 II 1,370 plf 906 II ------- Pu-Total: Seismic --or-winq 2,276 plf ANALYSIS VALUES SEISMIC ' . . ---------------. . -----~----As(eff) = [ Pu:tot + (As*Fy) J / Fy- 'a' = (As*Fy + Pu) /(.85*f'c*12) 'c'= 'a' / .as Phi: Capacity-Reduction Factor Mn As(eff) ~ Fy * ( d -a/2) Mu --Mn.* Phi E : 57,000 * (f'c".5) n ! 29,-000 / Ee _ _ Fr: Mod. of Rupture: 5 * (~'c".5) Section Modulus : (Gross) Moment. C~pacity@ Cracking= S * Fr Moment of Inertia: (Gro$$) Moment of Inertia : (Cracked). Moment of Inertia: (Effective) ACTUAL MOMENTS W/ FACTORED LOADS------------------------·-------- = = - = = = = = = = ---= 0.627 ~n"2/ft J..229 in 1.446 in 0.86 123, 5·90 in-# 106,287 in-# 3.1E+06 psi · 9. 2.9 273.9 J?Si 72.0 in" 3 19,718 in-# 216.0 in"4 47.2 iri"4 55~1 in"4 SEISMIC ( Per Design Method Specifie_ct· ) Basic Moment w/o ~-·Delta _Excess over Cracking Moment Maximum Mid-Height _Deflection MAXIMUM APPLIED ~OMENT ---------= 50,928 = 31,210 = 2-.1.1 -54,767 Basic Deflection w/o P-Delta ---1. 96 C-\. ... ~ 'DE:fLiSalOI\J Ase-_-:::..·$::, ¥'=:>O~OOC) -t-~00 --= • (p cl--:::: (,If:;,, -(;;o~ooo -'f--.,, . f1n --= • Cp x ~,-o~ x { 3.et, -1, It,/ '1-) = ll.b44o A .. C(:::: ·-195 ' . ,, A I'\ -=> c;:,. 1;..c:;, A = 0 l9S' -t-(_ '¢:}llj '"'" l_~7 tb ) X (~:z ... $".,.. ,l~S) _ llbA-4-c, -197-li:> A0tloW = '2,\,x \1-/is.o -llPt;" oK-- in-# in-# in in-# in ,, WIND --------0.627 in"2 1.229 in 1.446 in 0.86 123,590 in-# 106,287 in-# 3.1E+06 psi 9.29 273.9 J?Si 72.0 in" 3 19,718 in-# 216.0 in"4 47.2 in"4 67.0 in"4 WIND -------- 38,490 in-# 18,772 in-# 1."29 in 40,845 in-# 1.22 in \t.J -1. . I PAGE : W_3,. ,, PROJECT: HF-L SUBJECT:~\-N,L-J..,j_..$--,-------- I BY _:::lf ___ DATE :~(9~ PRE-CAST CONCRETE WALL PANEL DESIGN --------------~----~------------------------Considering P~Delta Effects ~ to,ooD 1J 9'J'1.. ,P,AIJ\::.L- DESCRIPTION: ~LLOWABLE STRESSES --·---------·----. > f'c . Concrete . = 3 I 0Q:0 > Fy : Reinf. = 60,000 .9 0 .8·6 > Phi:· or .72 > Seismic Factor o .. 72 > Wind Loctd = 44.5 CHOICE OF DESI,GN METHOD --------------~-------- pst > Min Vert Steel % 0.0020 ,E)Sl:. > Min Horiz. Steel % 0.0012 Max. Vert. Spacing = 18.00 in Max. Horiz.Spacing = 18.00 in psf Moment of Inertia: -- SEAOC "Yellow aook11 , ~ ~ ---~ ---~ ------->>> 3 S':ll:AOC II Green Book 11 , ACt Eq. ( 9-7) , Using I-c~atked Only Using I-er & I-gros$ Using I-effective Enter Enter Enter -> 1 -> 2 -> 3 Deflection Determination: -------------- To Iterctte P-Delta Effects-To Convergence Enter To Find Def 1. At Moment Capacity of ~ecti9n :. Enter ------>>> 1 -> 1 -> 2 Shall .Uniform LL Be Used With wind/S'ei$mic Loadings ? Y=l N=0 --> o DESIGN DATA ( Enter All Loads UN-FACTORED) -~---------> Clear Wall Ht. = 21 ft > Eccentric Dead Load = 144 plf > Total Wall Ht. -· 22 ft > Eccentric Live Load = 192 J?lf Ht/ Thk Ratio = 42.Q > Load Eccentricity = 6 in (default = t/2 + 3 II) > Wall.Thickness -6 in > Rebar Size '#' . 6 > Uniform Lateral Load= 0 plf . . > Rebar Spacing = 9 in ·> x-:oist. to Bottom = 0 ft > X-Dist. to Top = 0 ft >·Depth To Steel = 3.9 in > Seismic=*!, Wind=2 --> 2 <-- ('default= t/2) > Point Lateral Load = 0 # > Axial Uniform DL = 600 plf > X-:Dist. from Bottom = 0 ft > ~xial Uniform LL = 0 plf > Seismic=l, Wind=2 --> 1 <------------------.----· --------. -· '' ----------------------------DESIGN SUMMARY SEISMIC WIND -----~-~----------------------- M-n * Phi . MOMENT CAPACITY = 104,929 in-# 104,929 in# . M-u . APPLIED MOMENTS = 5·3, 095 in-# 39,_559 in# . '.@ 'rOP OF WALL = .1,362 1,248 OVERSTRESS o.o 0.0 % HEIGHT I SERVICE DEFLECTION = NA NA -----~----------------~---------~~----~-------------------------------LATERAL LOADINGS --------~--~-~~-, Wall Wt@ 150 pcf = Lateral Wall Wt = VERTICAL LOADINGS ----------------- 75.0 psf 54.0 psf P-Axial: Seismic -or-Wind . P-Wall Seismic -or-Wind Pu..,.Axial: Seismic -or-Wind Pu-wail: Seismic -or-Wind Pu-Total: Seismic -or-Wind ANALYSIS VA:LUES ---------------As(eff) = [ Pu:tot + (As*Fy) J / ty '~' = (A~*Fy + Pu) /(.85*f'c*12) , c , = , a , / . 8·5 Phi :. Capacity Reduction Factor Mn= As(eff) * Fy· * ( d -a/2) Mu = Mn * Phi . . E l 57,000 * (f'cA.5) n : 29,.000 / Ee . Fr: Mod. of Rupture: 5 * (!'cA.5) Section Modulus : (Gro$S) Moment_ Capacity@ Cracking= S * Fr Moment of Inertia: (Gross) Moment of Inertia: (Cracked) Moment of Inertia: (Effective) ACTU~L MOMENTS W/ FACTOREP LOADS -----~-~-~----------------------( Per Design Method·specified) Basic Moment w/o P -Delta · Excess over Cracking Moment Ma~imum Mid~Height Defl~ction M,AXIMUM APPLIED MOMENT Basic Deflection w/o P-De-lta Wind Load* 1.275 = Lateral Wt* 1.403 = = 744 plf -863 If = 781 plf = 906 If -------= 1,687 plf SEISMIC -----------0.617 ~nA2/ft ---= 1.210 in ·-1.424 in = 0.86 = 122,011 in-# = 104,929 in-# 56.7 psf 75.7 psf WIND --------0.617 in"2 1.210· in 1.424 in 0.86 122,011 in-# 104,929 in-# == 3.1E+06 psi 3.1E+06 psi = = = = = = = = = 9.29 273.9 ~si 72.0 1.n A 3 19_, 718 in-# 216.0 in"4 46.7 in"4 S4.6 inA4 SEISMIC --------- 50,552 in-# 30,834 in-# 2 •. 06 in 53,0"95 in-# 1. 96 in 11 9.29 273.9 ~si 72.0 1.n" 3 19,718 in-# 216.0 in"4 46.7 inA4 65.7 in"4 WIND 37,985 in-# 18,267 in-# 1.27 in 39,559 in-# 1.22 in -~ == -lCjS -t-( '?;;1~1-s -l':'7\ 'c? ) x ( ~.'2-?-, l9S) -L :,{ O/c- llc':)4--.\-o -l '?1Lb ,6..al\.oW~l.t,le, : l. 0011 S-... W _'1.- HF-L ZF 1/ uP{~(,P PRE-CAST CONCRETE. WALL PANEL DESIGN --------------------------~-~--------------- DESCRIPTION: ALLOWABLE STRESSES -----~~-----------> f'c: Concrete > Fy : Reinf •· > Phi: .9 or .72 > S~ismic Factor > Wind Load = = = = Considering P-Delta Effects 3,000 psi 40,000 psi 0.86 0 ... 41 52 psf > Min Vert Steel % > Min Horiz Steel % Max. Vert. Spacing= Max~ Horiz.Spacing = CHOICE OF DESIGN METHOD f ,, '3-(o 0.0020 ,iot.:tv::_ 0.0012rr•--=:.--=. __ 7 18.00 in 18.00 in Moment of inertia: -- S~AOC ":Yellow Book", SEAOC "Green Book" , ACI Eq. ( 9-7) _ , -----:-->>> 3 Using.I-cracked Only Using I-er & I-gross Using I-effective Enter : Enter Enter -> 1 -> 2 -> 3 Def l:ection Determination ·: ----------------~--->>> 1 · To Iterate P-belta Effects To Convergence : To Find Defl. At Moment Capacity of Section: Enter -> 1 Enter -> 2 Shall Uniform LL Be Used With Wind/Seismic Loadings? Y=l N=0 --> O DESIGN DATA ( Enter All Loads UN-FACTORED) > Clear Wall Ht. --21 ft > Eccentric De~d Load = 857 plf > Total Wall Ht. = 22 ft > Eccentric Live Load = 1142 J?lf Ht l Thk Ratio = 42.0 > Load Eccentricity = 6 in Thickness (default= t/2 + 3 II) > Wall = 6 in > Rebar Size 'I# I . 5 > Uniform Lateral Load= 0 plf . > Rebar Spacing = 6 in > X-Dist. to Bottom = 0 ft > X-Dist. to Top = 0 ft > D.epth To Steel = 3.9 in > Seisroic=l, Wind=2 --> 2 <-- (default =t/2) > Point Lateral Load = 0 # > Axial Uniform DL = 730 plf > x--bist. from Bottom = 0 ft > Axial Uniform LL = b p,lf > Seismic=l, Wind=2 --> 1 <-----~--------------------------~-~~----------~-------------------------DESIGN SUMMARY SEISMIC WIND -------------. ---·--------------- M-n * Phi MOMENT CAPACITY = 80, 6.14 in-# 80,614 in# M-u APPLIED MOMENTS = 32,939 in-# 49,993 in# @ TOP OF WALL. = 5,658 5,797 OVE:RST-RESS = o.o 0.0 % HEIGHT I SERVICE DEFLECTION = NA NA ---~-------------------------------~----------------------------------LATERAL LOADINGS --------~----~---- Wall Wt@ 150 pcf = Lateral Wall Wt = VERTICAL LOADINGS 7~.o psf 30.7 psf Wind Lo.ad * 1. 275 = Lateral Wt* 1.403 = 66.3 psf 43.1 psf --~--------------P-~ial .•. Seismic -or-Wind . P-Wall Seismic -or-Wind Pu-Axial: Seismic -or-Wind Pu-Wall . Seismic -or-Wind . Pu-Total: Seismic -or-Wind ANALYSIS VALUES ---------------- 1,587 plf = 863 II = 1,666 plf = 906 II -------= 2,572 plf SEISMIC --------- t-tfI "2--P 'f1.0/9(f WIND -------- As(eff) = [ Pu:tot + (As*Fy) J / Fy = 'a'.= {As*Fy + Pu.) /( .8-5*f'c*l2) = 0.678 ~n"2/ft 0.678 in"2 0.886 0.886 in 'c'= 'a' / .85 · .. - Phi: Capacity Reduction Factor = Mn As(eff) * Fy * ( d -a/2) = Mu= t4n * Phi E : 5 7 , ·0 0 0 * ( f ' c " . 5 ) ..., n : 29,000 / Ee . = Fr:_ Mod~ of Rupture : 5 * (f'c".-5) = Sect.ion Modl:llus : (Gross) ,.,.. Moment CapaQity@ Crac~ing = S * Fr - Moment of Inertia : (Gross) = Moment of Inertia: (Cracked.) - Moment of Inertia: (Effective) ACTUAL MOMENTS W/ FACTORED LOADS ---------------------------~---- in 1.043 in 0.86 93,737 in-# 80,614 in-# 3.1E+06 psi 9.29 273.9 J?Si 7'2. 0 . "3 in 19,718 in-# 216.0 in"4 55 .·9 in"4 89.5 in"4 SEISMIC --,------( Per Design Method Specified) Basic Moment w/o P -Delta Excess over Cracking Moment M~x.i,mum -Mid-Height Defleqtion MAXIMUM APPLIED MOMENT = 31,287 in-# 11,569' in-# = 0.78 in = 32,939 in.,..# Basiq· Deflection w/o P-Delta = 0.74 in 1.043 in 0.86 93,737 in-# 80,614 in-# 3.1E+06 psi 9.29 273.9 J?Si 72.0 in"3 19,718 in-# 216.0 in"4 55.9 in"4 65.4 in"4 WIND 46,561 in-# 26,843 in-# 1.62 in 49,993 in-# 1.51 in PRE-CAST CONCRETE WALL· PANEL DESIGN -----------·~----------------'!----------------- Considering P-Delta Effects DESCRIPTION · : ALLOWABLE STRESSES ------------------> f'c : Concrete > Fy : Reinf. > Phi: .9 or .72 > Seismic Factor > Wind.Load · = 3,ooo psi 40,000 psi 0.86 0.3 18.5 psf > Min Vert Steel % > Min Horiz Steel % : Max.. Vert. Spacing = Max. Horiz.Spacing = 0.0020 0.0012 18.00 in 18.00 in = CHO!CE OF DESIGN METHOP . . . -----------------------Moment of Inertia: -- SEAOC "Yellow Book", --------~ -------:-->>> 3 · SEAOC II Green Book 11 , ACI Eq ~ ( 9-7) , Using r~cracked Only Using I-er~ I-gross Osing !:-effective Deflection.Determination: ---------- To Iterate P-Del ta Effects T.o Convergence : To Find Defl. At·Moment Capacity of Section Enter Enter Enter -> 1 -> 2 -> 3 ---------->>> Enter -> 1 Enter -> 2 1 Shall Uniform LL Be Used With Wind/Seismic Loadings? Y=l N=0 --> o DESIGN DATA ( Enter All Loads UN-FACTORED) ------------- > Clear Wall Ht. = 21 ft > Eccentric Dead Load = 304 plf > Tota-l Wall Ht. = 22 ft > Eccentric Live Load = 405 ~lf Ht I Thk Ratio = 42.0 > Load Eccentricity = 6 in (default= t/2 + 3 II) > Wall Thickness = 6 .in > Rebar Size . I# I . 5 > Uhi,1:orm Lateral Load= 0 plf . > Rebar .Spacing = 16 in > x...:Dist. to Bottom = 0 ft > X-Dist. to Top = 0 ft > Depth To Steel = 3 in > Seismic=i, Wintl=2 --> 2 <-- (default =. t/2) Point ·Lateral # > Load = 0 > Ax.ial uniform DL = 0 plf > X:~Dist. from Bottom = 0 ft > Axiai Uniform LL = 0 plf > Se,ismic=l, Wind=2 --> 1 <-------------~------------------~------~--~--~-----~--------------------DESIGN SUMMARY SEISMIC WIND . . . ------------------------------- M-n * Phi MOMENT CAPACITY = .2-5,378 in-# 25,378 in# · M-u : APPLIED MOMENTS = ·22 f 059 in-# 18,370 in# @ TOP OF WALL = 2,105 2,057 OVERSTRESS = 0.0 0.0 % ~EIGHT/ SERVICE D~!LECTION = . NA NA ----------------------~-----~-----~-----------~-----------------------LATERAL LOAD:INGS --~-----------... -- Wall Wt@ 150 pcf = Lateral Wall Wt = VERTICAL LOADINGS 75.0 psf -22.5 psf Wind Load* 1.275 = Lateral Wt* 1.403 = 23.6 psf 31. 6 psf W-7 --------------P-Axial : Seismic P-Wail ·: Seismic Pu-Axial: Seismic Pu-Wail : Seismic Pu-Tot&l: Seismic ANALYSIS VALUES --~~----------- -or-Wind -or-Wind -or-Wind -or.,.. Wind -or-Wind As(eff) = [ Pu:~ot + (As*Fy) ] / Fy 'a'= (As*Fy + Pu) /(.85*f'c*12) 'c'= . 'a' / .85 . ·· Phi: Capacity Reduction Factor Mn-As(eff:) *_Fy * ( d -·a/2) Mu -Mn* Pbi . E · 57,000 * (£'c".5) n· : 29,000 / Ee Fr: Mod. of Rupture: 5 * (f'c".5) S~ctiort Modu.l,1Js : (Gross) Moment Capacity@ Cracking·= S * Fr Momen_t of Inertia : (Gross) Moment of Inertia: {Cra,cked) Moment of I.n'erti& ( Effective) .11' Acr =. 0 .l9S ~ W-"2- ~ -Ii 1$~1~<'.P \917\b ' h (\ A :::; 15,lS(ti I x . l~S /l9,71b . -.l:tCR ;~l, tr-{",· 1-tCJVr'.z., 7iW = , oo-i-s )((pt l'l = · \(? . "2,l /If' ' 'fl\~;.. .. :vvrt. == , 001s~ 7' c., x 1,1. ~ o 100 -= 'ZGO X'3 X l'L-=-• /C) 4-o,c,oo Hf:f lt.J-B "2f-- VUpfc;Jc;r:, = 304 plf = 863 II = 319 plf = 906 II -------= 1,225 plf SEISMIC WIND ----------------- = 0.261 tn"2/ft 0.261 in"2 = 0.341 in 0.341 in = 0.401 in 0.401 in = 0.86 0.86 = 29,509 in.,..# 29,509 in-# = 25,378 in-# 25,378 in-# = 3.1E+06 psi 3.1E+06 psi = 9.29 9.29 '= 273.9 J?Si 273.9 J?Si ',=; 72.0 1.n"3 72.0 1.n"3 = 19,718 in-# 19,718 in-# = 216.0 in"4 216.0 in"4 -16.6 in"4 16.6 in"4 159.0 in"4 16.6 in"4 u Act \low .: l,(pc:) ·~\, ' 1~ 4F s@lb (As~ ,'21 ) PRE-CAST CONCRETE WALL PANEL DESIGN --~----------~----~----------~-------------- DESCRIPTION ALLOWAB:J:iE STRESSES · ----------------~- Consideri,ng P-pelta Etfects > f'c: Concrete > Fy · : Rein£ . > Phi: .9 or .. 72 > Seisntic Factor = = 3,oob psi 40,000 psi 0.86 0 ."33 > Min Vert .steel % : > Min Horiz Steel % : Max. Vert. Spacing= Max. Horiz.Spacing = 0.0020 0.0012 12.92 in 18.00 in > Wind Load · = 39 psf CHOICE OF DESIGN METHOD -----~~.-~--------~-~--- Moment of Inertia: -- SEAOC "Yellow Book", SEAOC "Green Book" , ACI Eq. (9-7) , -----------..-->>> 3 Using I-cracked Only Using I-er & .. I ...,gross Using I-effective Enter Enter Enter -> 1 -> 2 -> 3 D'eflection Determination: ------: ---.., ----------->>> 1 To Iterate P-Dei ta Effects To Co.nvergenc4? Enter To Find Defl. At Moment Capacity -of Section Enter -> 1 -> 2 Shall Uniform LL Be Used With Wind/Seismic Loadings? Y=l N=O --> O DESIGN DATA ( Enter All Loads UN-FACTORED) ---"!"""-~----- > Clear Wall Ht. = 21 ft > Ecce.ntric Dead Load = 124 plf > Total Wall Ht. -22 ft > E.ccentric Live Load = 165 J;>lf Ht I T~k Ratio -21.0 > Load Eccentricity = 9 in (-default = t/2 + 3 II) > Wall Thickness = 12 in > Rebq.r Size '#' 5 > Uniform Lateral Load= 0 plf > Repar Spacing -· 6 . .2 in > X-Dist. to Bottom = 0 ft > X-Dist. to Top = 0 ft > Dept:;h To Steel 9.9 in > Seismic:=1, Wind=2 --> 2 <-- (d~fault = t/2) > Point Lateral Load 324 # = > Axial Uniform DL -. 1460 plf > X-Dist. from Bottom = 8 ft > Axial Uniform LL = 0 > Seismic=l, Wind=2 --> 1 <--f>lf _______ .,;;. __ ~---------------------·-----------------.---------------------- DESIGN .SUMMARY SEISMIC WIND -----------------, -------------M-n * .Phi . MOMENT . CAPACITY = 221,389 in-.# 221,389 in# . M.;.;u_ . APPLIED MOMENTS = 87,573 in-# 33,847 in# . @ TOP OF WALL 1,5'88 1,470 OVERST:RESS -0.0 0.0 % HEJ;GHT· / SERVICE DEFLECTION = NA NA -----------------------------~------------------------------------LATERAL. LOADINGS --------~-------Wall Wt.@ 1.50 pcf · = Latetal Wall Wt - VERTICAL LOADINGS 150.0 p$f 49.5 psf 'W.ind Load * 1. 275 = Lateral Wt* 1.403 = 49.7 psf 69.4 psf -~-----~---------P-Axial . Seismic -or-Wind .. P-Wall Se;Lsmic -or-Wind Pu-Axial:. Seismic -or-Wind P~-wail . Seismic -or-Wind . Pu-Total: Seismic -or.,. Wind ANALYSIS VALUES ---------------As(eff) = [ Pu:tot + (As*Fy) J / Fy. 'a~= (As*Fy + PU) /(.85*f'c*12) 'c'= -'a' / .85 ·· Phi: Capacity Reduction Factor Mn -As(eff) * Fy * ( d -a/2 ) Mu -Mn* Phi . E : 57,000 * (f'c".5) n : 29,000 / Ee Fr: Mod. of Rupture: 5 * (f'c".5) Section Modulus : {Gross) · Moment CapaGity@ Cracking= S * Fr Moment of Inertia: (Gross) Moment of Inertia: (Cracked) Moment of Inertia: (Effective) = = = = = = = = = = = Jsg · ~-;;, @, C:,1 o •vi ~ S.A, r .Ac..s. ·. ( ,J). I\ =tt: s e I~ o,c.,. es.A. r;..cs. (JI) = - = = = ti Pr W/10 if 1/,z.rp/,c,, 1 ·, 584 plf 1,725 II 1,663 plf 1,811 II -------3,474 plf SEISMIC WIND -----------------0.681 ~n"2/ft 0.681 in"2 0.890 in 0.890 in 1.047 in 1.047 in 0.86 0.86 257,429 in-# 257,429 in-# 221,389 in-# 221,389 in-# 3.1E+06 psi 3.1E+06 psi 9·. 29 9.29 · 273. 9 Ji>Si 273.9 Ji>Si 288.0 in "3 288.0 in"3 78,872 in-# 78,872 in-# 1728.0 in"4 1728.0 in"4 500.1 in"4 -500. 1 ln"4 769.6 in"4 500.1 in"4 ., Homes For Build Carl --- PROJECT DESIGNER: Sillman/Wyman, Inc. 6181 Cornerstone Ct., Ste.101 San Diego, CA 92121 (619)453-4320 REPORT PREPARED BY: Steve Balderrama, CEA Haynal & Co., Inc. 425 West Fifth Street Esco~dido, CA 92025 (619) 743-5408 Job Number: Date: 1/30/1996 The COMPLY 24 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 Building Energy Efficiency Standards. This program developed by Gabel Dodd Associates (510) 428-0803. \) Table Of Contents for Title 24 Report ------------------------------------- Cover Page . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 Table of Contents . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 Nonresidential Performance Title 24 Forms ........................... 3 Form ENV-3 Construction Assemblies .................................. 17 HVAC System Loads Summary ........................................... 20 PERFORMANCE CERTIFICATE OF COMPLIANCE (part 1 of 3) PERF-1 page 3 of 20 Run Initiation Time: 14:45:22 Runcode: 2875-540964288 --------------------· ____________________ , ________________________________ _ Project Name: Homes For Industry Address: Building I Carlsbad Designer: Sillman/Wyman, Inc. Documentation: Haynal & Co., Inc. Date: 1/30/1996 Building Permit No Checked by/ Date COMPLY 24 User 2875 --------------------------------------------------------------------------- STATEMENT OF COMPLIANCE This Certificate of Compliance. lists the Building features and performance specifications needed to comply with Title 24, Parts 1 and 6, of the State Building Code. This certificate applies only to a Building using the performance compliance approach. The Principal Designers hereby certify that the proposed building design represented in the construction documents and modelled for this permit application are cons.is tent all other forms and worksheets, specifications, and other ca:J.culations submitted for this permit application. The proposed building as designed meets the energy efficiency requirements of the State contained in sections 110, 116 through 118, and 143 or 149 of Title 24, · Builqing Code, Title 24, Part 6, Chapter 1. 1. I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Profes·sions Code to sign this document as the person responsible for its preparation; and that I am a licensed as a civil engineer, mechanical engineer, electrical engineer or architect. 2. I affirm that I am e:J.igible under the exemption to Division 3 of the Business and Professions Code by Section 5537.2 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a licensed cont+actor preparing documents for for work that I have contracted to perform. 3. I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section-----of the Code to sign this document as the person responsible for its preparation; and for the following reason: ______________ _ SCOPE OF COMPLIANCE (Designers should circle applicable paragraph numbers) ENVELOPE -Required Forms: ENV-1, ENV-2 ~rincipal Designer Sillman/Wyman, Inc. (619)453-4320 LIGHTING - Principal Designer (619) MECHANICAL - Location of Mandatory Measures on Plans (signature) Required Forms: LTG-1, LTG-2 1 2 3 (Date) ( Circle) Location of Mandatory Measures on Plans Required Fortns: Location of Man (Signature) 1 2 3 (Date) ( Circle) Principal Designer Town & Country Heating and Air (619)471-1142 MECH-2, MECH-3, MECH-4 e~~un1\es on Plans 1'2-:-I l,J~ !--I-~~ ure Date (Cir e) PERFORMANCE CERTIFICATE OF COMPLIANCE (part 2 of 3) PERF-1 page 4 of 20 Run Initiation Time: 14:45:22 Runcode: 2875-540964288 Project Name: Homes For Industry Documentation: Haynal & Co., Inc. Date: 1/30/1996 COMPLY 24 User 2875 ANNUAL SOURCE ENERGY USE SUMMARY (KBtu/sqft-yr) Energy Component Space Heating Space Cooling Indoor Fans Heat Rejection Pumps Domestic Hot Water Lighting Receptacle Process TOTALS GENERAL INFORMATION Conditioned Floor Area: Glass Area/ Wall Area: Front Orientation: Number of Zones: ZONE INFORMATION Floor Area Zone Name (sqft) ---------------------------- RECEPTION 178 OFFICE 276 RESTROOM 64 Warehouse 1000 Standard Proposed Compliance Design Design Margin --------------------------6.95 14.48 -7.53 45.17 28.38 16.80 33.59 23.17 10.42 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 51.54 41.12 10.42 16.80 16.80 0.00 0.00 0.00 0.00 --------------------------154.05 123.94 30.12 Average Ceiling Height: 518 0.46 (N) Average Glazing U-Value: 8.0 1.25 1 3 O deg Number of Stories: 4 Number of Occupancies: Display Inst Tailored Process Tailored Perim. LPD Lighting Loads Vent. (ft) (w/sf) (watts) (w/sf) (y/n) ----------------------------------- 0 1.21 0 0 N 0 1.57 0 0 N 0 1.17 0 0 N 0 0.00 0 0 N PERFORMANCE CERTIFICATE OF COMPLIANCE (part 3 of 3) PERF-1 page 5 of 20 Run Initiation Time: 14:45:22 Runcode: 2875-540964288 ------------------.-------------------· ------------------------------------Project Name: Homes For Industry Documentation: Haynal & Co., Inc. Date: 1/30/1996 COMPLY 24 User 2875 The documentation preparer hereby certifies that the documentation is accurate and complete. DOCUMENTATION AUTHOR Steve Balderrama, CEA (619) 743-5408 ~ N.(Z.e-C\r;:,-(O(Z. (S1,gnature) EXCEPTIONAL CONDITIONS COMPLIANCE CHECKLIST ~Ac, (Date) 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 jm:;tification,_ and may reject a building or design that otherwise complies based on the adequacy of the special justification and documentation submitted. Window/Wall Ratio Value Entered= 0.456 BUILDING DEPARTMENT APPROVAL OF EXCEPTIONAL FEATURES JUSTIFICATION: The exceptiopal features listed in this performance approach application have specifically been reviewed. Adequate written justification and documentation for their use hav~ been provided by the applicant. authorized signature or stamp CERTIFICATE OF COMPLIANCE -Envelope Run Initiation Time: 14:45:22 Project Name: Homes For Industry Documentation: Haynal & Co., Inc. Const OPAQUE SURFACES Assembly Name Type Location/Comments Demising Wall R-19 Roof(Over Ac Tile) 6 11 Concrete Wall FENESTRATION Frame Orient Panes Type ------------------ Back (S) 1 Metal Right (W) 1 Metal Metal Wood None Exterior Shade OH -----------------------None y None y ENV-1 page 6 of 20 Runcode: 2875-540964288 Date: 1/30/1996 COMPLY 24 User 2875 Glazing Type Note to Field -----------------------Graylite 14 by PPG Graylite 14 by PPG CERTIFICATE OF COMPLIANCE -Lighting Run Initiation Time: 14:45:22 LTG-1 page 7 of 20 Runcode: 2875-540964288 ---------------------------------------------------------------------------Proj,ect Name: Homes For Industry Documentation: Haynal & Co., Inc. INSTALLED LIGHTING SCHEDULE No of Name Lamp Type Lamps ------·---------------- Fluorescent 3 Incandescent 1 MANDATORY AUTOMATIC CONTROLS Control Watts/ Lamp ;;.. ----- 34 75 Ballast Type ---------- Standard n/a Date: 1/30/1996 COMPLY 24 User 2875 Ballasts/ No of Note to Luminaire Fixt. Field --------------------- 1.5 6 n/a 1 Control Location ID Control Type Zone Controlled Note to Field CONTROLS FOR CREDIT Control Control Location ID Control Type Zone Controlled Note to Field CERTIFICATE OF COMPLIANCE -Mechanical (part 1 of 2) MECH-1 page 8 of ·20 Run Initiation Time: 14:45:22 Runcode: 2875-540964288 --------------------------------------------------------------------------Project Name: Homes For Industry Documentation: Haynal & Co., Inc. SYSTEM FEATURES Zone Name 2 Ton Package Heat Pump Time Control Setback Control #of Isolation Zones HP Thermostat Electric Heat Fan Control VAV Min Position Simul. Heat/Cool Heat Supply Reset Cool Supply Reset Ventilation OA Damper Control Economizer Type Outdoor Air CFM Heat Equip Type Make & Model No. Cool Equip Type Make and Model Code Tables s None __ _ n/a Yes 0.0 KW Constant Volume n/a n/a Constant Temp Constant Temp B -A- No Economizer 145 Heat Pump Trane WCC024 DX -------------------------------"-----------------Time Control S:Prog Switch O:Occ Sensor M:Man Timer Ventilation B:Air Balance C:OA Cert. M:OA Measure D:Demand Cont N:Natural OA Damper A:Auto G:Gravity Date: 1/30/1996 COMPLY 24 User 2875 Note to Field CERTIFICATE OF COMPLIANCE -Mechanical (part 2 of 2) MECH-1 page 9 of 20 Run Initiation Time: 14:45:22 Runcode: 2875-540964288 Project Name: Homes For Industry Documentation: Haynal & Co., Inc. Date: 1/30/1996 COMPLY 24 User 2875 --------------------------------------------------------------------------- DUCT INSULATION System Name Type Duct Location -------------------------------------------------Trane WCC024 Heating Ducts in Attic Cooling Ducts in Attic PIPE INSULATION Insul System Name Pipe Type Required Domestic Hot Water y I N NOTES TO, FIELD -For Building Department Use Only Duct Tape Allowed ------- y I N y I N Insul R-Val ----- 4.2 4.2 Note to Field ------- Note to Field ENVELOPE COMPLIANCE SUMMARY -Performance (part 1 of 3)ENV-2 page 10 of 20 Run Initiation Time: 14:45:22 Runcode: 2875-540964288 ------------, ______________ ------------------------------------------------ Project Name: Homes For Industry Documentation: Haynal & Co., Inc. GENERAL INFORMATION BY ZONE Zone Name --~------------------ RECEPTION OFFICE RESTROOM Occupancy Lobby (Office) Office Corridor/Restroom Date: 1/30/1996 COMPLY 24 User 2875 Flr Floor Display No Area Volume Perim. 1 1 1 178 276 64 Total 518 1424 2208 512 0 0 0 ENVELOPE COMPLIANCE SUMMARY -Performance (part 2 of 3)ENV-2 page 11 of 20 Run Initiation Time: 14:45:22 Runcode: 2875-540964288 Project Name: Homes For Industry Documentation: Haynal & Co., Inc. OPAQUE SURFACES Act Solar Type Area U-Val Azm Tilt Gains Form 3 Reference ---------------------------------Wall 24 0.752 180 90 Yes 6" Concrete Wall Wall 136 0.192 Int 90 J;-Jo Demising Wall Roof 178 0.043 0 22 Yes R-19 Roof(Ove:t Ac Tile) Wall 144 0.192 Int 90 No Demising Wall Roof 178 0.043 0 22 Yes R-19 Roof(Over Ac Tile) Wall 144 0.192 Int 90 No Demising Wall Roof 64 0.043 0 22 Yes R-19 Roof(Over Ac Tile) Date: 1/30/1996 COMPLY 24 User 2875 Location/Comments --------------------RECEPTION RECEPTION RECEPTION OFFICE OFFICE RESTROOM RESTROOM ENVELOPE COMPLIANCE SUMMARY -Perf·ormance (part 3 of 3) ENV-2 page 12 of 2 0 Run Initiation Time: 14:45:22 Runcode: 2875-540964288 Project Name: Homes For Industry Documentation: Haynal & Co., Inc. FENESTRATION SURFACES # Type Area Frame Div ----------------------- 1 Wdw Back (S) 64.0 Metal No 2 Wdw Right (W) 32.0 Metal No 3 Wdw Back (S) 96.0 Metal No 4 Wdw Right (W) 184.0 Metal No OVERHANGS/SIDE FINS Act U-Val Azm Tilt ----- 1. 25 180 90 1.25 270 90 1.25 180 90 1.25 270 90 SC Glass Only ----- 0.53 0.53 0.53 0.53 Date: 1/30/1996 COMPLY 24 User 2875 Location/Comments ---------------------RECEPTION RECEPTION OFFICE OFFICE --Window-------Overhang~--------Left Fin------Right Fin-- # Type Ht Wd Len Ht LExt RExt Dist Len Ht Dist Len Ht 1 Wdw 2 Wdw 3 Wdw 4 Wdw 8.0 8.0 8.0 4.0 8.0 12.0 8.0 23.0 4.0 0.1 4.0 4.0 4.0 0.1 4.0 4.0 4.0 0.1 4.0 4.0 4.0 0.1 4.0 4.0 LIGHTING COMPLIANCE SUMMARY -Performance Run Initiation Time: 14:45:22 Project Name: Homes For Industry Documentation: Haynal & Co., Inc. LTG-2 page 13 of 20 Runcode: 2875-540964288 Pate: 1/30/1996 COMPLY 24 User 2875 ------------------------------------------------------------------------ ACTUAL LIGHTING POWER No of Name Description Lumin ----- Watts per -----Default ------- Total Watts 48" T-12 Low Watt /3 Lamp (Tandem) 75 w Surface Mount Incandescent 6 108.0 y -y-648 75 1 75.0 -- SubTotal 723 Less Control Credits (LTG-3) O Total Proposed Watts 723 * If not CEC Default value, please provide supporting documentation. MODELLED LIGHTING POWER BY ZONE Zone Name ---------------------RECEPTION OFFICE RESTROOM Occupancy Lobby (Office) Office Corridor/Restroom TOTALS Modelled Floor LPD Area (w/sf) ----------- 178 1.213 276 1.565 64 1.172 _.,;. ___ ------ 518 1.396 Total Tailored (watts) (watts) -------------- 216 0 432 0 75 0 -------------- 723 0 * Note: Tailored Allotment requires supporting documentation on form LTG-4. MECHANICAL EQUIPMENT ZONING SUMMARY -Performance Run Initiation Time: 14:45:22 Project Name: Homes For Industry Document~tion: Haynal & Co., Inc. SYSTEM/ZONING SUMMARY System/Zones Served 2 Ton Package Heat Pump RECEPTION OFFICE RESTROOM Warehouse Central/Zonal System Trane WCC024 MECH-2 page 14 of 20 Runcode: 2875-540964288 Date: 1/30/1996 COMPLY 24 User 2875 System Type No Sys Packaged Heat Pump 1 MECHANICAL EQUIPMENT SUMMARY -Performance Run Initiation Time: 14.: 45: 2·2 MECH-3 page 15 of 20 Runcode: 2875-540964288 -----------" -----------------------·---------------------------------------Project Name: Homes For Industry Documentation: Haynal & Co., Inc. CENTRAL SYSTEM SUMMARY Sys No Date: 1/30/1996 COMPLY 24 User 2875 No· System Name System Type Sys Economizer Type 1 Trane WCC024 Packaged Heat Pu 1 No Economizer CENTRAL SYSTEM RATINGS Sys-------Heating---~------------------------------Cooling----------- No Type Output Aux KW EFF Type Output Sensible EER SEER 1 Heat Pump 23800 0.0 6.80 DX 23800 CENTRAL FAN SUMMARY---------~--Supply Fan----------- Sys Mtr Drv No Fan Type Motor Location CFM BHP Eff Eff 1 Constant Volume Draw-Through ZONAL FAN SUMMARY Zone Name None No CFM 800 Zonal Fan Mtr BHP Eff 0.16 55 100 Drv Eff No CFM 17850 9.40 10.00 Return Fan Mtr Drv CFM BHP Eff Eff None Exhaust Fan Mtr BHP Eff Drv Eff EVAPORATIVE COOLING Sys No Type CFM Effectiveness Direct Indir Integrated Operation Return Air Heat Recovery MISCELLANEOUS MOTORS Sys Mtr Drv No Type BHP Eff Eff MECHANICAL VENTILATION -Performance Run Initiation Time: 14:45:22 Project Name: Homes For Industry Pocumentation: Haynal & Co., Inc. VENTILATION SUMMARY BY ZONE Zone Name T Occupancy --------------------------------, ---- RECEPTION Lobby (.Office) OFFICE Office RESTROOM Corridor/Restr Floor Area ----- 178 276 64 sgft /Occ 29 140 200 MECH-4 page 16 of 20 Runcode: 2875-540964288 Date: 1/30/1996 COMPLY 24 User 2875 Tran CFM Dsg Min sfer /Occ CFM CFM CFM ------ 15.4 95 94 20.0 39 41 2 30.0 10 10 ------TOTALS 145 144 WARNING -Total Design Mechanical Ventilation is less than Minimum Required Tailored OA (T=*) requires ·supporting documentation on MECH-5, Tailored Ventilation and Process Loads Worksheet PROPOSED CONSTRUCTION ASSEMBLY Project Name: Homes For Industry Documentation: Haynal & Co., Inc. COMPONENT DES~RIPTION Sketch of Construction Assembly ASSEMBLY tr-VALUE Construction Components Outside Air Film 1. Gypsum or Plaster Board 2. Insulation. Mineral Fiber, R-11 3. Gypsum or Plaster Board 4. 5. 6. 7. 8 • 9 . Inside Air Film ENV-3 page 17 of 20 Date: 1/30/1996 COMPLY 24 User 2875 Assembly Name: Demising Wall Assembly Type: Wall Assembly Tilt: 90 deg (Vertical) Framing Material: Metal Framing Spacing: II 0.C. Framing Percent: 15.0 % Absorptivity: 0.70 Roughness: Stucco, Wood Shingles Th R-Value Fr (in) Cavity Frame * 0.500 3.500 0.500 Unadjusted R-Values 0.17 0.45 11.00 0.45 0.68 12.75 TOTAL U-VALUE = 0.17 0.45 11.00 0.45 0.68 0.00 0.192 ===== TOTAL R-VALUE = 5.20 ---------- Weight: Heat Capacity: 4.3 lb/sqft 1.11 PROPOSED CONSTRUCTION ASSEMBLY Project Name: Homes For Industry Documentation: Haynal & Co., Inc. COMPONENT DESCRIPTION ENV-3 page 18 of 20 Date: 1/30/1996 COMPLY 24 User 2875 Assembly Name: R-19 Roof(Over Ac Tile) · Assembly Type: Roof . -_ . Sketch of Construction Assembly ASSEMBLY U-VALUE Construction Components Assembly Tilt: 22 deg (Tilted Up) Framing Material: Wood Framing Spacing: " o.c. Framing Percent: 10.0 % Absorptivity: 0.70 Roughness: Concrete, Asph. Shingles Th R-Value Fr (in) Cavity Frame -------------------------------------------------------------------------- Outside ~ir Film 1. Roofing, Built-Up 2. Membrane, Vapor-Permeable Felt 3. Plywood 4. Air Space 5. Insulation, Mineral Fiber, R-19 6. Acoustical Tile, Interior Finish 7 . 8 . 9. Inside Air Film 0.375 0.010 0.500 * 1.250 6.000 0.500 0.17 0.17 0.33 0.33 0.06 0.06 0.62 0.62 0.75 1.24 19.00 19.00 1.43 1.43 0.61 0.61 ------------------------------------------·--------------------------------Unadjusted R-Values 22.97 ADJUSTMENT FOR FRAMING (1 /22.97) X (0.90) + (1 /23.46) X (0.10) Weight: Heat Capacity: 5.0 lb/sqft 1.59 = 0.043 TOTAL U-VALUE = TOTAL R-VALUE = 23.46 0.043 ===== 23.02 ===== PROPOSED CONSTRUCTION ASSEMBLY ENV-3 page 19 of 20 ---------------------------------------------------------------------------Project Name: Homes For Industry Date: 1/30/1996 Documentation: Haynal & Co., Inc. COMPLY 24 User 2875 ----------------------------------------------------------------------- COMPONENT DESCRIPTION ------------------------------Sketch of Construction Assembly ASSEMBLY U-VALUE Construction Components Outside Air Film 1. Concrete, 140 lb, Not Dried 2. 3. 4. 5 . 6. 7. 8 . 9 . Inside Air Film ADJUSTMENT FOR FRAMING Assembly Name: 6 11 Concrete Wall Assembly Type: Wall Assembly Tilt: 61 deg (Tilted Up) Framing Material: None Framing Spacing: "O.C. Framing Percent: 0.0 % Absorptivity: 0.70 Roughness: Concrete, Asph. Shingles Th R-Value F~ (in) Cavity Frame 6.000 Unadjusted R-Values 0.17 0.48 0.68 1.33 0.17 0.48 0.68 1.33 (1 / 1.33) X (1.00) + (1 / 1.33) X (0.00) = 0.752 Weight: Heat Capacity: 70.0 lb/sqft 14.00 TOTAL U-VALUE = 0.752 ===== TOTAL R-VALUE = 1.33 ===== .. HVAC SYSTEM HEATING & COOLING LOAD SUMMARY page 20 of 20 ----------------------------------·----------------------------------------Project Name: Homes For Industry Documentation: Haynal & Co., Inc. HVAC SYSTEM DESCRIPTION HVAC System Name: Heating System Name: Cooling System Name: System Multiplier: Fan Schedule: Peak Load Method: Relative Humidity: ZONES ON THIS SYSTEM RECEPTION OFFICE RESTROOM Warehouse PEAK (Jan 12am) (Jan 12am) (Jan 12am) (Jan 12am) TOTAL ZONE LOAD Duct Gains & Losses: Ventilation: ( 144 CFM) Return Air Lighting Gain Supply/Return Fan Gain: TOTAL SYSTEM LOAD SYSTEM OUTPUT AT DESIGN CONDITIONS MAIN HEATING & COOLING SYSTEM TOTAL SYSTEM OUTPUT HEATING 5074 12082 236 0 173~2 1739 4953 0 24.084 19;,09 19509 Date: 1/30/1996 COMPLY 24 User 2875 2 Ton Package Heat Pump Trane WCC024 1 CA Daytime Fans COINCIDENT 50 % COOLING PEAK SENSIBLE LATENT (Aug 5pm) (Aug 5pm) (Aug 5pm) (Aug 5pm) 144 CFM) -------- 5960 13758 599 0 -------- 20317 2032 619 0 0 -------- 22968 19765 19765 ------ 1613 576 99 0 ------ 2288 672 ------ 2960 4975 4975 NOTE: The TOTAL SYSTEM LOAD shown represents the minimum size equipment which will heat or cool this zone during the design conditions indicated. These numbers include no safety factor, and the HVAC contractor should oversize by a reasonable margin to account for variations in weather conditions and the pick-up capacity required to bring the zone to temper- ature as a result of a setback thermostat. Those responsible for final equ~pment selection should note that Sensible and Latent Cooling Loads are indicated to allow for accurate comparison with manufacturer's output data. MANDATORY REQUIREMENTS ENVELOPE MANDATORY MEASURES (NONRESIDENTIAL) 1-. Exterior manufactured doors, windows, and fenestration products shall meet the infiltration and U-value certification requirements of Section 116(a). 2. Site-constructed doors, skylights, and windows shall be caulked and weather-stripped per Section 116(b). 3. All joints and openings which are potential sources of air leakage shall be caulked, gasketed, weather-stripped or otherwise sealed to limit infiltration and exfiltrati on per Section 117. 4. Certified insulation materials per Section 118(a). 5. Urea Formaldehyde foam insulation installed per Section 118(b). 6. Insulation installed to meet flame spread and smoke density requirements per Section 118(c). LIGHTING MANDATORY MEASURES 1. Each enclosed area shall have independent controls (per Section 131 (a) and exceptions), 2. Lighting shall be uniformly reducible by one half in areas which are greater than 100 sf, exceed 1.2 watts/sf, and have more than one luminaire (per Section 131 (b) and exceptions; exceptions include lights in corridors). 3. Daylit areas larger than 250 sf shall be separately controlled and uniformly reducible by one half (per Section 131 (c) and exceptions). 4. Separately metered spaces 5,000 sf or greater shall have automatic shutoff controls (per Section 131 (e), no exceptions). 5. Display lighting shall be separately switched on circuits that are 20 amps or less (per Section 131 (e), no exceptions). 6. Exterior lighting controlled from a lighting panel within the building shall be automatically controlled (per Section 131 (f) and exceptions). 7. Pairs of one-lamp and three-lamp fluorescent luminaires shall be tandem-wired where reasonable (per Section 132 and exceptions). MECHANICAL AND PLUMBING MANDATORY MEASURES Equipment and Systems Efficiency 1. HVAC and service water heating equipment shall meet Appliance Efficiency Regulations, per Sections 111 and 112. 2. Piping, except those conveying fluids at temperatures between 60 and 105 degrees F, or within HVAC equipment, shall be insulated in accordance with Section 123. 3. Air handling duct systems shall be sealed in accordance with the SMACNAHVAC Ducts Construction Standards, Metal and Flexible, 1985, per Section 124(a) and (b). Ducts shall:be installed and insulated as provided in UMC, Chapter 10. 4. Pilot lights shall ,not be installed for natural gas central Jurnaces, and pool and l?Pa heaters, per Section 115. Ventilation 1. Every space in a building shall be designed to have outdoor air ventilation according to Section 121 (a), (b) and (e). 2. Operation and control of outdoor air shall meet the time-of-occupancy and pre-occupancy requirements of Section 121 (c). 3. When a return plenum is used to distribute outdoor air to a covered HVAC unit, the ducted discharge shall be in accordance with Section 121 (d). 4. Systems shall meet the completion arid balancing requirements of Section 121 (f). Controls 1. Each space conditioning zone shall be controlled by an individual thermostatic control that responds to temperature within the zone. Heating shall be adjustable down to 55 degrees or lower, and cooling shall be adjustable up to 85 degrees or higher. The control shall provide a dead-band of 5 degrees between heating and cooling, Section 122{a) and {b). 2. Heat pumps with supplementary electric resistance heaters shall have controls per Section 112{b). 3. Each space conditioning system shall be installed with an automatic time switch, able to shut off operation during off-hours of up to four hours, per Section 122{e)1. 4. Thermostat setup and setback controls are required if the summer design dry bulb temperature is more than 99 degrees F, or if the winter design temperature is less than 33 degrees, per Section 122(e) 2, and its exceptions. 5. Outdoor air supply-and exhaust equipment shall be installed with dampers that automatically close during periods of non-use for the areas served by the equipment, per Section 122(f), 6. Each space conditioning system serving multiple zones with a combined conditioned floor area more than 25,000 square feet shall be designed, installed, and controlled to serve isolation areas, per Section 122(g). SERVICE WATER HEATING SYSTEMS 1. Temperature controls and recirculating pump controls shall meet the requirements of Section 113(a) and (b), 2. Flow rates and temperature controls for public lavatories shall meet the requirements of Section 113(b)3. 3. Unfired service water heater storage tanks and backup tanks for solar water heating shall comply with Section 113(b)4. .. EPORT R: PROJECT DESIGNER: Sillman/Wyman, Inc. 6181 Cornerstone Ct., Ste.101 San Diego, CA 92121 (619)453-4320 REPORT PREPARED BY: Steve Balderrama, CEA Haynal & Co., Inc. 425 West Fifth Street Escondido, CA 92025 (619) 743-5408 Job Number: Date: 1/30/1996 The COMPLY 24 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 Building Energy Efficiency Standards. This program developed by Gabel Dodd Associates (510) 428-0803. Table Of Contents for Title 24 Report Cover Page . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 Table of Contents . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 No~residential Performance Title 24 Forms ........................... 3 Form ENV-3 Construction Assemblies .................................. 17 HVAC System Loads Summary ........................................... 20 PERFORMANCE CERTIFICATE OF COMPLIANCE (part 1 of 3) PERF-1 page 3 of 20 Run Initiation Time: 15:44:44 Runcode: 2875-540966272 --------------------------------------------------------------------------- Project Name: Homes For Industry Address: Building J Carlsbad, CA Designer: Sillman/Wyman, Inc. Documentation: Haynal & Co., Inc. Date: 1/30/1996 Building Permit No Checked by/ Date COMPLY 24 User 2875 --------------------------------------------------------------------------- STATEMENT OF COMPLIANCE This Certificate of Compliance lists the Building features and performance specifications needed to comply with Title 24, Parts 1 and 6, of the State Building Code. This certificate applies only to a Building using the performance compliance approach. The Principal Designers hereby certify that the proposed building design represented in the construction documents and modelled for this permit application are consistent all other forms and worksheets, specifications, and other calculations submitted for this permit application. The proposed building as designed meets the energy efficiency requirements of the State contained in sections 110, 116 through 118, and 143 or 149 of Title 24, Building Code, Title 24, Part 6, Chapter 1. 1. I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a licensed as a civil engineer, mechanical engineer, electriqal engineer or architect. 2. I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section 5537.2 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a licensed contractor preparing documents for for work that I have contracted to perform. 3. I affirm that I am eligible under the exemption to Division 3 of the Business .and Professions Code by Section ____ of the Code to sign this document as the person responsible for its preparation; and for the following reason: ______________ _ SCOPE OF COMPLIANCE (Designers should circle applicable paragraph numbers) Required Forms: ENV-1, ENV-2 ENVELOPE - Principal Designer Sillman/Wyman, Inc. (619)453-4320 Location of Mandatory Measures on Plans (Signature) Required Forms: LTG-1, LTG-2 (Date) 1 2 3 (Circle) LIGHTING - Principal Designer (619) Location of Mandatory Measures on Plans MECHANICAL -Required Forms: Location of Ma Principal Designer Town & Country Heating and Air (619)471-1142 (Signature) 1 2 3 (Date) (Circle) PERFORMANCE CERTIFICATE OF COMPLIANCE (part 2 of 3) PERF-1 page 4 of 20 Run Initiation Time: 15:44:44 Runcode: 2875-540966272 ---------------------------------------·~-----------------------------------Project Name: Homes For Industry Documentation: Haynal & Co., Inc. Date: 1/30/1996 COMPLY 24 User 2875 ANNUAL SOURCE ENERGY USE SUMMARY (KBtu/sqft-yr) Energy Component Space Heating Space Cooling Indoor Fans Heat Rejection Pumps Domestic Hot Water Lighting Receptacle Process TOTALS GENERAL INFORMATION Conditioned Floor Area: Glass Area/ Wall Area: Front Orientation: Number of Zones: ZONE INFORMATION Floor Area Zone Name (sqft) ---------------------------- RECEPTION 178 OFFICE 276 RESTROOM 64 Warehouse 1000 Standard Proposed Compliance Design Design Margin ...;; -------------------------7.53 15.06 -7.53 43.44 26.06 17.37 29.54 19.11 10.42 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 51.54 41.12 10.42 16.80 16.80 0.00 0.00 0.00 0.00 ..;. _______ ------------------148.84 118.15 30.69 Average Ceiling Height: 518 0.46 (N) Average Glazing U-Value: 8.0 1.25 1 3 O deg Number of Stories: 4 Number of Occupancies: Display Inst Tailored Process Tailored Perim. LPD Lighting Loads Vent. (ft) (w /sf) (watts) (w/sf) (y/n) ----------------------------------- 0 1.21 0 0 N 0 1.57 0 0 N 0 1.17 0 0 N 0 ·o.oo 0 0 N PERFORMANCE CERTIFICATE OF COMPLIANCE (part 3 of 3) PERF-1 page 5 of 20 Run Initiation Time: 15:44:44 Runcode: 2875-540966272 ---------------------------------------------------------------------------Project Name: Homes For Industry Documentation: Haynal & Co., Inc. Date: 1/30/1996 COMPLY 24 User 2875 The documentation preparer hereby certifies that the documentation is accurate and complete. DOCUMENTATION AUTHOR Steve Balderrama, CEA (619) 743-5408 EXCEPTIONAL CONDITIONS COMPLIANCE CHECKLIST 1/40/q~ (Date) 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 complies based on the adequacy of the special justification and documentation submitted. Window/Wall Ratio Value Entered= 0.456 BUILDING DEPARTMENT APPROVAL OF EXCEPTIONAL FEATURES JUSTIFICATION: The exceptional features listed in this performance approach application have specifically been reviewed. Adequate written justification and documentation for their use have been provided by the applicant. authorized signat~re or stamp CERTIFICATE OF COMPLIANCE -Envelope Run Initiation Time: 15:44:44 ENV-1 page 6 of 20 Runcode: 2875-540966272 ---------------------------------------------------------------------------Project Name: Homes For Industry Documentatiort: Haynal & Co., Inc. OPAQUE SURFACES Const Assembly Name Type Location/Comments Demising Wall R-19 Roof(Over Ac Tile) 6" Concrete Wall FENESTRATION Frame Orient Panes Type ------------------ Left (E) 1 Metal Back (S) 1 Metal Metal Wood None Exterior Shade -----------------------None None OH y y Date: 1/30/1996 COMPLY 24 User 2875 Glazing Type Note to Field -----------------------Graylite 14 by PPG Graylite 14 by PPG CERTIFICATE OF COMPLIANCE -Lighting Run Initiation Time: 15:44:44 LTG-1 page 7 of 20 Runcode: 2875-540966272 -------------------------·-------------------------------------------------Project Name: Homes For Industry Documentation: Haynal & Co., Inc. Date: 1/30/1996 COMPLY 24 User 2875 ----------------------------------------·---------------------------------- INSTALLED LIGHTING SCHEDULE No of Name Lamp Type Lamps ----------------------- Fluorescent 3 Incandescent 1 MANDATORY AUTOMATIC CONTROLS Control Watts/ Ballast Ballasts/ Lamp Type Luminaire -------------------------34 Standard 1.5 75 n/a n/a Control Location ID Control Type Zone Controlled CONTROLS FOR CREDIT Control Control Location ID Control Type Zone Controlled No of Fixt. ----- 6 1 Note to Field ------- Note to Field Note to Field CERTIFICATE OF COMPLIANCE -Mechanical (part 1 of 2) MECH-1 page 8 of 20 Run Initiation Time: 15:44:44 Runcode: 2875-540966272 Project Name: Homes For Industry Documentation: Haynal & Co., Inc. SYSTEM FEATURES Zone Name 2 Ton Package Heat Pump Time Control Setback Control #of Isolation Zones HP Thermostat Electric Heat Fan Control VAV Min Position Simul. Heat/Cool Heat Supply Reset Cool Supply Reset Ventilation OA Damper Control Economizer Type Outdoor Air CFM Heat Equip Type Make & Model No. Cool Equip Type Make and Model Code Tables s . None-- n/a Yes 0.0 KW Constant Volume n/a n/a Constant Temp Constant Temp B_ --A- No Economizer 145 Heat Pu.mp Trane WCC024 DX -----------------------------------. ---------- Time Control S:Prog Switch O:Occ Sensor M:Man Timer Ventilation B:Air Ba;J..ance C:OA Cert. M:OA Measure D:Demand Cont N:Natural ·OA Damper A:Auto G:Gravit·y Date: 1/30/1996 COMPLY 24 User 2875 Note to Field CERTIFICATE OF COMPLIANCE -Mechanical (part 2 of 2) MECH-1 page 9 of 20 Run Initiation Time: 15:44:44 Runcode: 2875-540966272 Project Name: Homes For Industry Documentation: Haynal & Co., Inc. DUCT INSULATION System Name Type ------------------------------ Trane WCC024 Heating Cooling Duct Location ------------------Ducts in Attic Ducts in Attic Insul PIPE INSULATION System Name Pipe Type Required Domestic Hot Water y I N NOTES TO FIELD -For Building Department Use Only Date: 1/30/1996 COMPLY 24 User 2875 Duct Tape Allowed ------- y I N y I N Insul R-Val ----- 4.2 4.2 Note to Field ------- Note to Field ENVELOPE COMPLIANCE SUMMARY -Performance (part 1 of 3)ENV-2 page 10 of 20 Run Initiation Time: 15:44:44 Runcode: 2875-540966272 Project Name: Homes For Industry Documentation: Haynal & Co., Inc. Date: 1/30/1996 COMPLY 24 User 2875 -----------------------------.-------------------·------------------------- GENERAL INFORMATION BY ZONE Zone Name RECEPTION OFFICE RESTROOM Warehouse occupancy Lobby (Office) Office Corridor/Restroom Unconditioned Total Flr No 1 1 1 1 Floor Area ----- 178 276 64 1000 ----- 1518 Volume ------ 1424 2208 512 8000 Display Perim. 0 0 0 0 ENVELOPE COMPLIANCE SUMMARY -Performance (part 2 of 3)ENV-2 page 11 of 20 Run Initiation Time: 15:44:44 Runcode: 2875-540966272 ----------------------------------------------------------------------------Project Name: Homes For Industry Documentation: Haynal & Co., Inc. OPAQUE SURFACES Act Solar Type Area U-Val Azm Tilt Gains Form 3 Reference ----... ----------------------------Wall 24 0.752 180 90 Yes 6" Concrete Wall Wall 136 0.192 Int 90 No Demising Wall Roof 178 0.043 0 22 Yes R-19 Roof(Over Ac Tile) Wall 144 0.192 Int 90 No Demising Wall Roof 178 0.043 0 22 Yes R-19 Roof(Over Ac Tile) Wall 144 0.192 Int 90 No Demising Wall Roof 64 0.043 0 22 Yes R-19 Roof(Over Ac Tile) Date: 1/30/1996 COMPLY 24 User 2875 Location/Comments --------------------RECEPTION RECEPTION RECEPTION OFFICE OFFICE RESTROOM RESTROOM ENVELOPE COMPLIANCE SUMMARY -Performance (part 3 of 3)ENV-2 page 12 of 20 Run Initiation Time: 15:44:44 Runcode: 2875-540966272 Project Name: Homes For Industry Do~umentation: Haynal & Co., Inc. Date: 1/30/1996 COMPLY 24 User 2875 --------------------------------------------------------------------------- FENESTRATION SURFACES SC Act Glass # Type Area Frame Div U-Val Azm Tilt Only Location/Comments . -----------------------------------------------------1 Wdw Back (8) 64;.0 Metal No 1.25 180 90 0.53 RECEPTION 2 Wdw Left (E) 32.0 Metal No 1.25 90 90 0.53 RECEPTION 3 Wdw Back (8) 96.0 Met_al No 1.25 180 90 0.53 OFFICE 4 Wdw Left (E) 184.0 Metal No 1.25 90 90 0.53 OFFICE OVERHANGS/SIDE FINS --Window-------Overhang---------Left Fin------Right Fin-- # Type Ht Wd Len Ht LExt RExt Dist Len Ht Dist Len Ht 1 Wdw 2 Wdw 3 Wdw 4 Wdw 8.0 8.0 8.0 4.0 8.0 12.0 8.0 23.0 4.0 0.1 4.0 4.0 4.0 0.1 4.0 4.0 4.0 0.1 4.0 4.0 4.0 0.1 4.0 4.0 LIGHTING COMPLIANCE SUMMARY -Performance Run Initiation Time: 15:44:44 Project Name: Hornes For Industry Documentation: Haynal & Co., Inc. ACTUAL LIGHTING POWER Name Description 48" T-12 Low Watt /3 Lamp (Tandem) 75 w Surface Mount Incandescent LTG-2 page 13 of 20 Runcode: 2875-540966272 No of Lumin ----- 6 1 Date: 1/30/1996 COMPLY 24 User 2875 Watts per ----- 108.0 75.0 Default -------y -y--- Total Watts 648 75 SubTotal 723 Less Control Credits (LTG-3) O Total Proposed Watts 723 * If not CEC Default value, please provide supporting documentation. MODELLED LIGHTING POWER BY ZONE Zone Name RECEPTION OFFICE RESTROOM Occupancy Lobby (Office) Office Corridor/Restroom TOTALS Floor Area ----- 178 276 64 ----- 518 Modelled LPD (w /sf) ------ 1.213 1.565 1.172 ------ 1.396 Total Tailored (watts) (watts) -------------- 216 0 432 0 75 0 -------------- 723 0 * Note: Tailored Allotment requires supporting documentation on form LTG-4. MECHANICAL EQUIPMENT ZONING SUMMARY -Performance Run Initiation Time: 15:44:44 Project Name: Homes For Industry Documentation: Haynal & Co., Inc. MECH-2 page 14 of 20 Runcode: 2875-540966272 Date: 1/30/1996 COMPLY 24 User 2875 --------------------------------------------------------------------------- SYSTEM/ZONING SUMMARY System/Zones Served 2 Ton Package Heat Pump RECEPTION OFFICE RESTROOM Warehouse Central/Zonal System Trane WCC024 System Type No Sys Packaged Heat Pump 1 MECHANICAL. EQUIPMENT SUMMARY -Performance Run Initiation Time: 15:44:44 Project Name: Homes For Industry Documentation: Haynal & Co., Inc. CENTRAL SYSTEM SUMMARY Sys No MECH-3 page 15 of 20 Runcode: 2875-540966272 Date: 1/30/1996 COMPLY 24 User 2875 No System Name System Type Sys Economizer Type 1 Trane WCC024 Packaged Heat Pu 1 No Economizer CENTRAL SYSTEM RATINGS Sys-------Heating-------------~--------------------Cooling----------- No Type Output Aux KW EFF Type Output Sensible EER SEER 1 Heat Pump 23800 0.0 6.80 DX 23800 CENTRAL FAN SUMMARY------------Supply Fan Sys No Fan Type Motor Location CFM BHP Mtr Drv Eff Eff 1 Constant Volume Draw-Through ZONAL FAN SUMMARY Zone Name ---------------------None No CFM 800 Zonal Fan Mtr BHP Eff 0.16 55 100 Drv Eff No CFM 17850 9.40 10.00 Return Fan Mtr Drv CFM BHP Eff Eff None Exhaust Fan Mtr BHP Eff Drv Eff EVAPORATIVE COOLING Sys No Type CFM Effectiveness Direct Indir Integrated Operation Return Air Heat Recovery MISCELLANEOUS MOTORS Sys No Type BHP Mtr Drv Eff Eff MECHANICAL VENTILATION -Performance Run Initiation Time: 15:44:44 Project Name: Homes For Industry Documentation: Haynal & Co., Inc. MECH-4 page 16 of 20 Runcode: 2875-540966272 Date: 1/30/1996 COMPLY 24 User 2875 -----------------------------------------------·--------------------------- VENTILATION SUMMARY BY ZONE Tran Floor sqft CFM Dsg Min sfer Zone Name T Occupancy Area /Occ /Occ CFM CFM CFM ------------------------------------------------ RECEPTION Lobby (Office,) 178 29 15.4 95 94 OFFICE Office 276 140 20.0 39 41 2 RESTROOM Corridor/Restr 64 200 30.0 10 10 ------ TOTALS 145 144 WARNING -Total Design Mechanical Ventilation is less than Minimum Required Tailored OA (T=*) requires supporting documentation on MECH-5, Tailored Ventilation and Process Loads Worksheet PROPOSED CONSTRUCTION ASSEMBLY ENV-3 page 17 of 20 ---------------------------------------------------------------------------Project Name: Homes For Industry Documentation: Haynal & Co., Inc. COMPONENT DESCRIPTION Sketch of Construction Assembly ASSEMBLY U-VALUE Construction Components Outside Air Film 1. Gypsum or Plaster Board 2. Insulation, Mineral Fiber, R-11 3. Gypsum or Plaster Board 4. 5. 6. 7 • 8. 9 . Inside Air Film Assembly Name: Assembly Type: Assembly Tilt: Date: 1/30/1996 COMPLY 24 User 2875 Demising Wall Wall 90 deg (Vertical) F°ram1.ng Material: Metal Framing Spacing: II 0.C. Framing Percent: 15.0 % Absorptivity: 0.70 Roughness: Stucco, Wood Shingles Unadjusted Th R-Value Fr (in) Cavity Frame 0.500 * 3.500 0.500 R-Values 0.17 0.45 11.00 0.45 0.68 12.75 TOTAL U-VALUE = TOTAL R-VALUE = 0.17 0.45 11.00 0.45 0.68 0.00 0.192 ===== 5.20 ===== Weight: 4.3 lb/sqft Heat Capacity: 1.11 PROPOSED CONSTRUCTION ASSEMBLY Project Name: Homes For Industry Documentation: Haynal & Co., Inc. COMPONENT DESCRIPTION Sketch of Construction Assembly ASSEMBLY U~VALUE Construction Components ENV-3 page 18 of 20 Date: 1/30/1996 COMPLY 24 User 2875 Assembly Name: R-19 Roof(Over Ac Tile) Assembly Type: Roof Assembly Tilt: 22 deg (Tilted Up) Framing Material: Wood Framing Spacing: II 0.C. Framing Percent: 10.0 % Absorptivity: 0.70 Roughness: Concrete, Asph. Shingles Th R-Value Fr (in) Cavity Frame -----------------------------------------------------------------------Outside Air Film 1. Roofing, Built-Up 2. Membrane, Vapor-Permeable Felt 3. Plywood 4. Air Space 5. Insulation, Mineral Fiber, R-19 6. Acoustical Tile, Interior Finish 7. 8 . 9 . Inside Air Film 0.375 0.010 0.500 * 1. 250 6.000 0.500 0.17 0.17 0.33 0.33 0.06 0.06 0.62 0.62 0.75 1.24 19.00 19.00 1.43 1.43 0.61 0.61 ----·----------------------------------------------------------------------Unadjusted R-Values 22.97 ADJUSTMENT FOR FRAMING (1 /22.97) X (0.90) + (1 /23.46) X (0.10) Weight: Heat Capacity: 5.0 lb/sqft 1.59 = 0.043 TOTAL U-VALUE = TOTAL R-VALUE = 23.46 0.043 ===== 23.02 ===== PROPOSED CONSTRUCTION ASSEMBLY --~ --. -. ENV-3 page 19 of 20 Date: 1/30/1996 COMPLY 24 User 2875 Project Name: Homes For Industry Docume~tation: Haynal & Co., Inc. --------------------------------------------------------------------------- COMPONENT DESCRIPTION ----------------------------- Sketch of Construction Assembly ASSEMBLY U-VALUE Construction Components Assembly Name: 6 11 Concrete Wall Assembly Type: Wall Assembly Tilt: 61 deg (Tilted Up) Framing Material: None Framing Spacing: "O.C. Framing Percent: 0.0 % Absorptivity: 0.70 Roughness: Concrete, Asph. Shingles Th R-Value Fr (in) Cavity Frame ---------------------------------------------------------------------------Outside Air Film 1. Concrete, 140 lb, Not Dried 2. 3 . 4. 5. 6. 7. 8. 9 . Inside Air Film 6.000 0.17 0.48 0.17 0.48 Unadjusted R-Values 0.68 1.33 0.68 1. 33 ADJUSTMENT FOR FRAMING- (1 / 1.33) x (1.00) + (1 / 1.33) x (0.00) Weight: Heat Capacity: . 70.0 lb/sqft 14.00 0.752 TOTAL U-VALUE = 0.752 ===== TOTAL R-VALUE = 1.33 ===== HVAC SYSTEM HEAT.ING & COOLING LOAD SUMMARY page 20 of 20 ---------------------------------------------------------------------------Project Name: Homes For Industry Documentation: Haynal & Co., Inc. Date: 1/30/1996 COMPLY 24 User 2875 -------------------------------------------------------------------------- HVAC SYSTEM DESCRIPTION HVAC System Name: Heating System Name: Cooling System Name: System Multiplier: Fan Schedule: Peak Load Method: Relative Humidity: ZONES ON THIS SYSTEM RECEPTION OFFICE RESTROOM Warehouse PEAK (Jan 12am) (Jan 12am) (Jan 12am) (Jan 12am) TOTAL ZONE LOAD Duct Gains & Losses: Ventilation: ( 144 CFM) Return Air Lighting Gain Supply/Return Fan Gain: TOTAL SYSTEM LOAD I SYSTEM OUTPUT AT DESIGN CONDITIONS MAIN HEATING & COOL~NG SYSTEM TOTAL SYSTEM OUTPUT HEATING 507-4 12082 236 0 17392 1739 4953 0 24084 19509 19509 2 Ton Package Heat Pump Trane WCC024 1 CA Daytime Fans COINCIDENT 50 % COOLING PEAK (Aug 2pm) (Aug 2pm) (Aug 2pm) (Aug 2pm) 144 CFM) SENSIBLE LATENT -------- 5495 10719 603 0 -------- 16817 1682 727 0 0 -------- 19226 19734 19734 ------ 1612 576 99 0 ------ 2287 669 ------ 2956 4921 4921 NOTE: The TOTAL SYSTEM LOAD shown represents the minimum size equipment which will heat or cool this zone during the design conditions indicated. These numbers include no safety factor, and the HVAC contractor should oversize by a reasonable margin to account for variations in weather conditions and the pick-up capacity required_to bring the zone to temper- ature as a result of a setback thermostat. Those responsible for final equipment selection should note that Sensible and Latent Cooling Loads are indicated to allow for accurate comparison with manufacturer's output data. ... MANDATORY REQUIREMENTS ENVELOPE MANDATORY MEASURES (NONRESIDENTIAL) 1. Exterior manufactured doors, windows, and fenestration products shall meet the infiltration and U-value certification requirements of Section 116(a). 2. Site-constructed doors, skylights, and windows shall be caulked and weather-stripped per Section 116(b). 3. All joints. and openings which are potential sources of air leakage shall be caulked, gasketed, weather-stripped or otherwise sealed to limit infiltration and exfiltration per Section 117. 4. Certified insulation materials per Section 118(a). 5. Urea Formaldehyde foam insulation installed per Section 118(b). 6. Insulation installed to meet flame spread and smoke density requirements per Section 118(c). LIGHTING MANDATORY MEASURES 1. Each enclosed area shall have independent controls (per Section 131 (a) and exceptions). 2. Lighting shall be uniformly reducible by one halfin areas which are greater than 1 oo·sf, exceed 1.2 watts/sf, and have more than one luminaire (per Section 131 (b) and exceptions; exceptions include lights in corridors). 3. Daylit areas larger than 250 sf shall be separately controlled and uniformly reducible by one half (per Section 131 (c) and exceptions). 4. Separately metered spaces !5,000 sf or greater shall have automatic shutoff controls (per Section 131 (e), no exceptions). 5. Display lighting shall be seperately switched on circuits that are 20 amps-or less (per Section 131 (e), no exceptions). 6. Exterior lighting controlled from a lighting panel within the building shall be automatically controlled (per Section 131 (f) and exceptions). 7. Pairs of one-lamp anc! three-lamp fluorescent luminaires shall-be tandem-wired where reasonable (per Section 132 and exceptions). MECHANICAL AND PLUMBING MANDATORY MEASURES Equipment and Systems Efficiency 1. HVAC and service water heating equipment shall meet Appliance Efficiency Regulations, per Sections 111 and 112. 2. Piping, except those conveying fluids at temperatures between 60 and 105 degrees F, or within HVAC equipment, shall be insulated in accordance with Section 123. 3. Air handling duct systems shall be sealed in accordance with the SMACNA HVAC Ducts Construction Standards, Metal and Flexible, 1985, per Section 124(a) and (b). Ducts shall be installed and insulated as provided in UMC, Chapter 1 O. 4. Pilot'lights shall· not be installed for natural gas central furnaces, and pool and spa heaters, per Section 115. Ventilation 1. Every space in a building shall be designed to have outdoor air ventilation according to Section 121 (a), (b) and (e). 2. Operation and control of outdoor air shall meet the time-of-occupancy and pre-occupancy requirements of Section 121 (c). 3. When a return plenum is used to distribute outdoor air to a covered HVAC unit, the clucted discharge shall be in accordance with Section 121 (d). 4. Systems shall meet the completion and balancing requirements of Section 121 (f). Controls 1. Each space conditioning zone shall be controlled by an individual thermostatic control that responds to temperature within the zone. Heating shall be adjustable down to 55 degrees or lower, and cooling·shall:be adjustable·up to 85 degrees or higher. The control shall provide a dead-band of 5 degrees between heating and cooling, Section 122(a) and (b), 2. Heat pump$ with supplementary electric resistance heaters shall have controls per Section 112(b). 3. Each space conditioning system shall be installed with an automatic time switch, able to shut off operation during off-hours of up to four hours, per Section 122(e)1. 4. Thermostat setup and setback controls are required if the summer design dry bulb temperature is more than 99 degrees F, or if the winter design temperature is less than 33 degrees, per Section 122(e) 2, and its exceptions. 5. Outdoor air·supply and exhaust equipment shall be installed with dampers that automatically close during periods of non-use for the areas served by the equipment, per Section 122(f), 6, Each space conditioning system serving multiple zones with a combined conditioned floor area more than 25,000 square feet shall be designed, installed, and controlled to serve isolation areas, per Section 122(9). SERVICE WATER HEATING SYSTEMS 1. Temperature-controls and recirculating pump controls shall meet the requirements of Section 113(a) and (b). 2. Flow rates and temperature controls for public lavatories shall meet the requirements of Section 113(b)3. 3. Unfired service water heater storage tanks and backup tanks for solar water heating shall comply with Section 113(b)4. OR: Homes Fr Industry Bu· lding K Ca lsbad, CA PROJECT DESIGNER: Sillman/Wyman, Inc. 6181 Cornerstone Ct., Ste.101 San Diego, CA 92121 (619)453-4320 REPORT PREPARED BY: Steve Balderrama, CEA Haynal & Co., Inc. 425 West Fifth Street Escondido, CA 92025 (619) 743-5408 Job Number: Date: 1/30/1996 The COMPLY 24 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 Building Energy Efficiency Standards. This program developed by Gabel Dodd Associates (510) 428-0803. .. Table Of Contents fo~ Title 24 Report -----------------·------------------- Cover Page . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 Ta·ble of Contents . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 Nonresidential Performance Title 24 Forms ........................... 3 Form ENV-3 Construction Assemblies .................................. 17 HVAC System Loads Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 O . ., PERFORMANCE CERTIFICATE OF COMPLIANCE (part 1 of 3) PERF-1 page 3 of 20 Run Initiation Time: 15:55:34 Runcode: 2875-540966656 Project Name: Homes For Industry Address: Building K Carlsbad, CA Designer: Sillman/Wyman, Inc. Documentation: Haynal & Co., Inc. Date: 1/30/1996 Building Permit No Checked by/ Date COMPLY 24 User 2875 --------------------------------------------------------------------------- STATEMENT OF COMPLIANCE This Certificate of Compliance lists the Building features and performance spec·ifications needed to comply with Title 24, Parts 1 and 6, of the State Building Code. This certificate applies only to a Building using the performance compliance approach. The Principal Designers hereby certify that the proposed building design represented in the construction documents and modelled for this permit application are consistent all other forms and worksheets, specifications, and other calculations submitted for this permit application. The proposed building as designed meets the energy efficiency requirements of the State contained in sections 110, 116 through 118, and 143 or 149 of Title 24, Building Code, Title 24, Part 6, Chapter 1. 1. I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a licensed as a civil engineer, mechanical engineer, electrical engineer or architect. 2. I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section 5537.2 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a licensed contractor preparing documents for for work that I have contracted to perform. 3. I affirm that I am eligible under the exemption t~ Division 3 of the Business and Professions Code by Section-=----,---of the Code to sign this document as the person responsible for its prepar~tion; and for the following reason: ______________ _ SCOPE OF COMPLIANCE (Designers should circle applicable paragraph numbers) ENVELOPE -Required Forms: ENV-1, ENV-2 Principal Designer Sillman/Wyman, Inc. (619)453-4320 LIGHTING - Principal Designer (619) MECHANI-CAL ,.. Location of Mandatory Measures on Plans (Signature) Required Forms: LTG-1, LTG-2 1 2 3 (Date) (Circle) Location of Mandatory Measures on Plans Required Location (Signature) 1 2 3 (Date) (Circle) MECH-1, MECH-2, MECH-3, MECH-4 T2..4-\ Principal Designer Town & Country Heating and Air (619)471-1142 ewkn Plans ure 1 G) 3 (Circle) ..,. PERFORMANCE CERTIFICATE OF COMPLIANCE (part 2 of 3) PERF-1 page 4 of 20 Run Initiation Time: 15:55:34 Runcode: 2875-540966656 Project Name: Homes For Industry Documentation: Haynal & Co., Inc. Date: 1/30/1996 COMPLY 24 User 2875 -------------------------------:----------------------------------------- ANNUAL SOURCE ENERGY USE SUMMARY (KBtu/sqft-yr) Energy Component Space Heating Space Cooling Indoor Fans Heat Rejection Pumps Domest-ic Hot Water Lighting Receptacie Proces.s TOTALS GENERAL INFORMATION Conditioned Floor Area: Glass Area/ Wall Area: Front Orientation: Number of Zones: ZONE INFORMATION Floor Area Zone Name (sqft) ---------------------------- RECEPTION 178 OFFICE 276 RESTROOM 64 Warehouse 1000 Standard Proposed Compliance Design Design Margin --------------------------11.00 22.59 -11.58 34 .17 20.27 13.90 26.64 19.11 7.53 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 51.54 41.12 10.42 16.80 16.80 0.00 0.00 0.00 0.00 --------------------------140.15 119.88 20.27 Average Ceiling Height: 518 0.46 (N) Average Glazing U-Value: 8.0 1.25 1 3 O deg Number of Stories: 4 Number of Occupancies: Display Inst Tailored Process Tailored Perim. LPD Lighting Loads Vent. ( ft) (w/sf) (watts) (w/sf) (y/n) ~---------------------------------- 0 1.21 0 0 N 0 1.57 0 0 N 0 1.17 0 0 N 0 0.00 0 0 N •, PERFORMANCE CERTIFICATE OF COMPLIANCE (part 3 of 3) PERF-1 page 5 of 20 Run Initiation Time: 15:55:34 Runcode: 2875-540966656 ---------------------------------------------------------------------------Project Name: Homes For Industry Documentation: Haynal & Co., Inc. Date: 1/30/1996 COMPLY 24 User 2875 --------------------------------------------------------------------------- The documentation preparer hereby certifies that the documentation is accurate and complete. DOCUMENTATION AUTHOR Steve Balderrama, CEA (619) 743-5408 ~--,------.--~M~\'2'--€_----~'-'--_1_0_1 2 __ 1 f_g__,c::,=-,f-ct::fc,,:--,- (Signature) (Date) EXCEPTIONAL CONDITIONS COMPLIANCE CHECKLIST 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 complies based on the adequacy of the special justification and document~tion submitted. Window/Wall Ratio Value Entered= 0.456 BUILDING DEPARTMENT APPROVAL OF EXCEPTIONAL FEATURES JUSTIFICATION: The exceptional features listed in this performance approach application have specifically been reviewed. Adequate written justification and documentation for their use have been provided by the applicant. authorized signature or stamp CERTIFICATE OF COMPLIANCE -Envelope Run Initiation Time: 15:55:34 ENV-1 page 6 of 20 Runcode: 2875-540966656 --------------------------------~------------------------------------------Project Name: Homes For Industry Documentation: Haynal & Co., Inc. Const OPAQUE SURFACES Assembly Name Type Location/Comments Demising Wall R-19 Roof(Over Ac Tile) 6 11 Concrete Wall FENESTRATION Frame Orient Panes Type ------------------- Front (N) 1 Metal Left (E) 1 Metal Metal Wood None Exterior Shade OH -----------------------None y None y Date: 1/30/1996 COMPLY 24 User 2875 Glazing Type Note to Field -----------------------Graylite 14 by PPG Graylite 14 by PPG CERTIFICATE OF COMPLIANCE -Lighting Run Initiation Time: 15:55:34 Project Name: Homes For Industry Documentation: Haynal & Co., Inc. INSTALLED LIGHTING SCHEDULE No of Name tamp Type Lamps ---------------" ------- Fluorescent 3 Incandescent 1 MANDATORY AUTOMATIC CONTROLS Control Watts/ Lamp ------ 34 75 Bailast Type ----------Standard n/a LTG-1 page 7 of 20 Runcode: 2875-540966656 Date: 1/30/1996 COMPLY 24 User 2875 Ballasts/ No of Note to Luminaire Fixt. Field --------------------- 1.5 6 n/a 1 Control Location ID Control Type Zone Controlled Note to Field CONTROLS FOR CREDIT Control Control Location ID Control Type Zone Controlled Note to Field CERTIFICATE OF COMPLIANCE -Mechanical (part 1 of 2) MECH-1 page 8 of 20 Run Initiation Tim~: 15:55:34 Runcode: 2875-540966656 Project Name: Homes For Industry Documentation: Haynal & Co., Inc. Date: 1/30/1996 COMPLY 24 User 2875 -------------------------------------------------------------------------- SYSTEM FEATURES Zone Name Time Control Setback Control #of Isolation Zones HP Thermostat Electric.Heat Fan Control VAV Min Position Simul. Heat/Cool Heat Supply Reset Cool Supply Reset Ventilation OA Damper Control Economizer Type Outdoor Air CFM Heat Equip Type Make & Model No. Cool Equip Type Make and Model Code Tables Time Control S:Prog Switch O:Occ Sensor M:Man Timer 2 Ton Package Heat Pump s None-- n/a Yes 0. 0 KW Constant Volume n/a n/a Constant Temp Constant Temp B --A-- N o Economizer 145 Heat Pump Trane WCC024 DX Ventilation B:Air Balance C:OA Cert. M:OA Measure D:Demand Cont N:Natural OA Damper A:Auto G:Gravity Note to Field CERTIFICATE OF COMPLIANCE -Mechanical (part 2 of 2) MECH-1 page 9 of 20 Run Initiation Time: 15:55:34 Runcode: 2875-540966656 ------------------------------------------------------------------------Project Name: Homes For Industry Documentation: Haynal & Co., Inc. Date: 1/30/1996 COMPLY 24 User 2875 ----------------------------------------------------------------------- DUCT INSULATION System Name -----------------------Trane WCC024 PIPE INSULATION System Name Domestic Hot Water Type Duct Location --------------------------Heating Ducts in Attic Cooling Ducts in Attic Insul Pipe. Type Required y / N NOTES TO FIELD -For Building Department Use Only Duct Tape Allowed ------- y I N y I N Insul R-Val ----- 4.2 4.2 Note to Field ------- Note to Field ENVELOPE COMPLIANCE SUMMARY~ Perform~nce (part 1 of 3)ENV-2 page 10 of 20 Run Initiation Time: 15:55:34 Runcode: 2875-540966656 Project Name: Homes For Industry Documentation: Haynal & Co., Inc. GENERAL INFORMATION BY ZONE Zone Name RECEPTION OFFICE RESTROOM Occupancy Lobby (Office) Office Corridor/Restroom Date: 1/30/1996 COMPLY 24 User 2875 Flr Floor Display No Area Volume Perim. 1 1 1 178 276 64 Total 518 1424 2208 512 0 0 0 ENVELOPE COMPLIANCE SUMMA.RY -Performance (part 2 of 3)ENV-2 page 11 of 20 Run Initiation Time: 15:55:34 Runcode: 2875-540966656 ---------------------------------------------------------------------------Project Name: Homes For Industry Documentation: Haynal & Co., Inc. OPAQUE SURFACES Act Solar Type Area U-Val Azm Tilt Gains Form 3 Reference ----------... ----------------------------Wall 24 0.752 0 90 Yes 6" Concrete Wall Wall 136 0.192 Iht 90 No Demising Wall Roof 178 0.043 0 22 Yes R-19 Roof(Over Ac Tile) Wall 144 0.192 Int 90 No Demising Wall Roof 178 0.043 0 2'2 Yes R-19 Roof(Over Ac Tile) Wall 144 0.192 Int 90 No Demising Wall Roof 64 0.043 0 22 Yes R-19 Roof(Over Ac Tile) Date: 1/30/1996 COMPLY 24 User 2875 Location/Comments --------------------RECEPTION RECEPTION RECEPTION OFFICE OFFICE RESTROOM RESTROOM ENVELOPE COMPLIANCE SUMMARY -Performance (part 3 of 3)ENV-2 page 12 of 20 Run Initiation Time: 15:55:34 Runcode: 2875-540966656 Project Name: Homes For Industry Documentation: Haynal & Co., Inc. Date: 1/30/1996 COMPLY 24 User 2875 ---~---------------------------------------------------------------------- FENESTRATION SURFACES SC Act Glass # Type Ar.ea Frame Div u-Val Azm Tilt Only Location/Comments ------------------------------------------------------1 Wdw Front (N) 64.0 Metal No 1.25 0 90 0.53 RECEPTION 2 Wa.w Left; (E) 32.0 Metal No 1.25 90 90 0.53 RECEPTION 3 Wdw Front (N) 96.0 Metal No 1.25 0 90 0.53 OFFICE 4 Wdw Left (E) 184.0 Metal No 1.25 90 90 0.53 OFFICE OVERHANGS/SIDE FINS --Window-------Overhang---------Left Fin------Right Fin-- # Type Ht Wd Len Ht LExt RExt Dist Len Ht Dist Len Ht 1 Wdw 2 Wdw · 3 Wdw 4 Wdw 8.0 8.0 8.0 4.0 8.0 12.0 8.0 23.0 4.0 0.1 4.0 4.0 4.0 0.1 4.0 4.0 4.0 0.1 4.0 4.0 4.0 0.1 4.0 4.0 LIGHTING COMPLIANCE SUMMARY -Performance Run Initiation Time: 15:55:34 Project Name: Homes For Industry Documentation: Haynal & Co., Inc. ACTUAL LIGHTING POWER NamE;= Description J -----------------------------------------48" T-12 Low Watt /3 Lamp (Tandem) 75 w Surface Mount Incandescent LTG-2 page 13 of 20 Runcode: 2875-540966656 No of Lumin ----- 6 1 Date: 1/30/1996 COMPLY 24 User 2875 Watts per ----- 108.0 75.0 Default ------- y -y--- Total Watts 648 75 SubTotal 723 Less Control Credits (LTG-3) O Total Proposed Watts 723 * If not CEC Default value, please provide supporting documentation. MODELLED LIGHTING POWER BY ZONE Zone Name RECEPTION OFFICE RESTROOM Occupancy Lobby (Office) Off-ice Corridor/Restroom TOTALS Modelled Floor LPD Area (w/sf) ----------- 178 1.213 276 1.565 64 1.172 ----------- 518 1.396 Total Tailored (watts) (watts) -------------- 216 0 432 0 75 0 -------------- 723 0 * Note: Tailored Allotment requires supporting documentation on form LTG-4. MECHANICAL EQUIPMENT ZONING SUMMARY -Performance Run Initiation Time: 15:55:34 Project Name: Homes For Industry Documentation: Haynal & Co., Inc. SYSTEM/ZONING SUMMARY System/Zones Served 2 Ton Package Heat Pump RECEPTION OFFICE RESTROOM Warehouse Central/Zonal System Trane WCC024 MECH-2 page 14 of 20 Runcode: 2875-540966656 Date: 1/30/1996 COMPLY 24 User 2875 System Type No Sys Packaged Heat Pump 1 MECHANICAL EQUIPMENT SUMMARY -Performance Run Initiation Time: 15:55:34 MECH-3 page 15 of 20 Runcode: 2875-540966656 Project Name: Homes For Industry Documentation: Haynal & Co., Inc. Date: 1/30/1996 COMPLY 24 User 2875 -------------------------------------------------------------------------- CENTRAL SYSTEM SUMMARY Sys No No System Name System Type Sys Economizer Type 1 Trane WCC024 Packaged Heat Pu 1 No Economizer CENTRAL SYSTEM RATINGS Sys-------Heating----------------------------------Cooling----------- No Type Output Aux KW EFF Type Output Sensible EER SEER 1 Heat Pump 23800 0.0 6.80 DX 23800 CENTRAL FAN SUMMARY------------Supply Fart----------- Sys Mtr Drv No Fan Type Motor Location CFM BHP Eff Eff 1 Constant Volume Draw-Through ZONAL FAN SUMMARY Zone Name ----------------------None No CFM 800 Zonal Fan Mtr BHP Eff 0.16 55 100 Drv Eff No CFM 17850 9.40 10.00 Return Fan Mtr Drv CFM BHP Eff Eff None Exhaust Fan Mtr BHP Eff Drv Eff EVAPORATIVE COOLING Sys No Type CFM Effectiveness Direct Indir Integrated Operation Return Air Heat Recovery MISCELLANEOUS MOTORS Sys Mtr Drv No Type BHP Eff Eff -----------·---------------------------- MECHANICAL VENTILATION -Performance Run Initiation Time: 15:55:34 Proj.ect Name: Homes For Industry Documentation: Haynal & Co., Inc. MECH-4 page 16 of 20 Runcode: 2875-540966656 Date: 1/30/1996 COMPLY 24 User 2875 -·-----·------------------------------------------------------------------- VE.NTILATION SUMMARY BY ZONE Tran Floor sqft CFM Dsg Min sfer Zone Name T Occupancy Area /Occ /Occ CFM CFM CFM -----------------------------------, ------------ RECEPTION Lobby (Office) 178 29 15.4 95 94 OFFICE Office 276 140 20.0 39 41 2 RESTROOM Corridor/Restr 64 200 30.0 10 10 ------ TOTALS 145 144 WARNING -Total Design Mechanical Ventilation is less than Minimum Required Tailored OA (T=*) requires supporting documentation on MECH-5, Tailored Ventilation and Process Loads Worksheet PROPOSED CONSTRUCTION ASSEMBLY Project Name: Homes For Industry Documentation: Haynal & Co., Inc. COMPONENT DESCRIPTION ---------------------------- Sketch of Construction Assembly ASSEMBLY U-VALUE Construction Components Outside Air Film 1. Gypsum or Plaster Board 2. Insulation, Mineral Fiber, R-11 3. Gypsum or Plaster Board 4. 5 .. 6. 7 . 8 . 9 • Inside Air Film ENV-3 page 17 of 20 Date: 1/30/1996 COMPLY 24 User 2875 Assembly Name: Demising Wall Assembly Type: Wall Assembly Tilt: 90 deg (Vertical) Framing Material: Metal Framing Spacing: II 0.C. Framing Percent: 15.0 % Absorptivity: 0.70 Roughness: Stucco, Wood Shingles Th R-Value Fr (in) Cavity Frame 0.500 * 3.500 0.500 0.17 0.45 11.00 0.45 0.17 0.45 11.00 0.45 Unadjusted R-Values 0.68 12.75 0.68 0.00 Weight: Heat Capacity: 4.3 lb/sgft 1.11 TOTAL U-VALUE = 0.192 ===== TOTAL R-VALUE = 5.20 ===== PROPOSED CONSTRUCTION ASSEMBLY Project Name: Homes For Industry Documentation: Haynal & Co., Inc. COMPONENT DESCRIPTION ---~---------------------------Sketch of Construction Assembly ASSEMBLY U-VALUE Construction Components Outside Air Film 1. Roofing, Built-Up 2. Membrane, Vapor-Permeable Felt 3. Plywood 4. Air Space 5. Insulation, Mineral Fiber, R-19 6. Acoustical Tile, Interior Finish 7. 8 • 9. Inside Air Film ENV-3 page 18 of 20 Date: 1/30/1996 COMPLY 24 User 2875 Assembly Name: R-19 Roof(Over Ac Tile) Assembly Type: Roof A$Sembly Tilt: 22 deg (Tilted Up) Framing Material: Wood Framing Spacing: 11 o.c. Framing Percent: 10.0 % Absorptivity: 0.70 Roughness: Concrete, Asph. Shingles Th R-Value Fr (in) Cavity Frame 0.17 0.17 0.375 0.33 0.33 0.010 0.06 0.06 0.500 0.62 0.62 * 1.250 0.75 1.24 6.000 19.00 19.00 0.500 1.43 1.43 Unadjusted R-Values 0.61 22.97 0.61 23.46 ADJUSTMENT FOR FRAMING (1 /22.9-7) X (0.90) + (1 /23.46) X (0.10) Weight: Heat Capacity: 5.0 lb/sgft "J,..59 = 0.043 TOTAL U-VALUE = 0.043 ===== TOTAL R-VALUE = 23.02 ===== PROPOSED CONSTRUCTION ASSEMBLY Project Name: Homes For Industry Documentation: Haynal & Co., Inc. 'coMPONENT DESCRIPTION Sketch of Construction Assembly ASSEMBLY U-VA~UE Construction Components Outside Air Film 1. Concrete, 140 lb, Not Dried 2 . 3. 4. 5. 6. 7 • 8 . 9. Inside Air Film ADJUSTMENT FOR FRAMING ENV-3 page 19 of 20 Date: 1/30/1996 COMPLY 24 User 2875 Assembly Name: 6" Concrete Wall Assembly Type: Wall Assembly Tilt: 61 deg (Tilted Up) Framing Material: None Framing Spacing: 11 O.C. Framing Percent: 0.0 % Absorptivity: 0.70 Roughness: Concrete, Asph. Shingles Th R-Value Fr (in) Cavity Frame 6.000 Unadjusted R-V~lues 0.17 0.48 0.68 1. 33 0.17 0.48 0.68 1. 33 (1 / 1.33) X (1.00) + (1 / 1.33) X (0.00) = 0.752 Weight: Heat Capacity: 70.0 lb/sqft 14.00 TOTAL U-VALUE = 0.752 ---------- TOTAL R-VALUE = 1.33 ===== , ... <" HVAC SYSTEM HEATING & COOLING LOAD SUMMARY page 20 of 20 -----------------------------.---------~-----------------------------------Project Name: Homes For Industry Documentation: Haynal & Co., Inc. HVAC SYSTEM DESCRIPTION HVAC System Name: Heating System Name: Cooling System Name: System Multiplier: Fan Schedule: Peak Load Method: Reiative Humidity: ZONES ON THIS SYSTEM RECEPTION OFFICE RESTROOM Warehouse PEAK (Jan 12am) (Jan 12am) (Jan 12am) (Jan 12am) TOTAL ZONE LOAl) HEATING 5074 12·082 236 0 17392 Duct Gains & Losses: 1739 Ventilation: ( 144 CFM) 4953 Return Air Lighting Gain Supply/Return Fan Gain: 0 TOTAL SYSTEM LOAD SYSTEM OUTPUT AT DESIGN CONDITIONS MAIN HEATING & COOLING SYSTEM TOTAL SYSTEM OUTPUT 24084 19509 19509 Date: 1/30/1996 COMPLY 24 User 2875 2 Ton Package Heat Pump Trane WCC024 1 CA Daytime Fans COINCIDENT 50 % COOLING PEAK SENSIBLE LATENT (Aug 2pm) (Aug 2pm) (Aug 2pm) (Aug 2pm) 144 CFM) -------- 5203 10560 603 0 -------- 16366 1637 727 0 0 -------- 18730 19734 19734 ------ 1612 576 99 0 ------ 2287 669 ------ 2956 4921 4921 NOTE: The TOTAL SYSTEM LOAD shown represents the minimum size equipment which will heat or cool this zone during the design conditions indicated. These numbers include no safety factor, and the HVAC contractor should oversize by a reasonable margin to account for variations in weather conditions and the pi.ck-up capacity required to bring the zone to temper- ature as a result of a setback thermostat. Those responsible for final equipment selection should note th.at Sensible.and Latent Cooling Loads are indicated to allow for accurate comparison with manufacturer's output data. MANDATORY REQUIREMENTS ENVELOPE MANDATORY MEASURES (NONRESIDENTIAL) 1. Exterior manufactured doors, windows, and fenestration products shall meet the infiltration and U-value certification requirements of Section 116(a). 2. Site-constructed doors, skylights, arid windows shall be caulked and weather-stripped per Section 116(b). 3. All joints and openings which are potential sources of air leakage.shall be caulked, gasketed, weather-stripped or otherwise sealed to limit infiltration and exfiltration per Section 117. 4. Certified insulation materials per Section 118(a). 5. Urea Formaldehyde foam insulation installed per Section 118(b). 6. Insulation installed to meet flame spread and smoke density requirements per Section 118(c). LIGHTING MANDATORY MEASURES 1. Each enclosed area shall have independent controls (per Section 131 (a) and exceptions). 2. Lighting shall-be uniformly reducible by one half in areas which are greater than 100 sf, exceed 1.2 watts/sf, and have more than one luminaire (per Section 131 (b) and exceptions; exceptions includelights in corridors). 3. Daylit areas larger than 250 sf shall be seperately controlled and uniformly reduc;ible by one half (per Section 131 (c) and exceptions). 4. Seperately metered spaces 5,000 sf or greater shali have automatic shutoff controls (per Section 131 (e), no exceptions). 5. Display lighting shall be seperately switched on circuits that are 20 amps or less (per Section 131 (e), no exceptions). 6. Exterior lightin~ controlled from a lighting panel within the building shall be automatically controlled (per Section 131 (f) and exceptions). 7. Pairs of one-lamp and three-lamp fluorescent luminaires shall be tandem-wired where reasonable (per Section 132 and exceptions). MECHANICAL AND PLUMBING MANDATORY MEASURES Equipment and Systems Efficiency 1. HVAC and service-water heating-equipment shall meet Appliance Efficiency Regulations, per Sections 111 and 112. 2. Piping, except those conveying fluids at temperatures between 60 and 105 degrees F, or within HVAC equipment, shall be insulated in accordance with· Section 123. 3. Air handling duct systems shall be sealed in accordance with the SMACNA HVAC Ducts Construction Standards, Metal and Flexible, 1985, per Section 124(a) and (b). Ducts shall be installed and insulated as provided in UMC, Chapter 10. 4. Pilot lights shall not be installed for natural gas central furnaces, and pool and spa heaters, per Section 115. Ventilation 1. Every space in a building shall be designed to have outdoor air ventilation according to Section 121 (a), (b) and (e). 2. Operation and control of outdoor air shall·meet the time-of-occupancy and pre-occupancy requirements of Section 121 (c). 3. When a return plenum is used to distribute outdoor air to a covered HVAC unit, the ducted discharge shall be in accordance with Section 121 (d). 4. Systems shall meet the completion and balancing requirements of Section 121 (f). Controls 1. Each space conditioning zone shall be controlled by an individual thermostatic control that responds to temperature within the zone. Heating shall be adjustable down to 55 degrees or lower, and cooling shall be adjustable up to 85 degrees or higher. The control shall provide a dead-band of 5 degrees between heating and cooling, Section 122(a) arid (b). 2. Heat pumps with supplementary electric resistance heaters shall-have controls per Section 112(b). 3. Each space conditioning system shall be installed with an automatic time switch, able to shut off operation during off-hours of up to four hours, per Section 122(e)1. 4. Thermostat setup and setback controls are required if the summer design dry bulb temperature is more than 99 degrees F, or if the winter design temperature is less than 33 degrees, per Section 122(e) 2, and its exceptions. 5. Outdoor air supply and exhaust equipment shall be installed with dampers that automatically close during periods of non-use for the areas served by the equipment, per Section 122(f). 6. Each space conditioning system serving multiple zones with a combined conditioned floor area more than 25,000 square feet shall be designed, installed, and controlled to serve isolation areas, per Section 122(g). SERVICE WATER HEATING SYSTEMS 1. Temperature controls and recirculating pump controls shall meet the requirements of Section 113(a) and (b). 2. Flow rates and temperature controls for public lavatories shall meet the requirements of Section 113{b)3. 3. Unfired service water heater storage tanks and backup tanks for solar water heating shall comply with Section 113(b)4. -~ .... - TITLE 24 REPORT FOR: Homes For Industry Building L Car:J.sbad, CA PROJECT DESIGNER: Sillma~/Wyman, lnc. 6181 Cornerstone Ct., Ste.101 San Diego, CA 92121 (619)453-4320 REPORT PREPARED BY: Steve Balderrama, CEA Haynal & Co., Inc. 425 West Fifth Street Escondido, CA 92025 (619) 743-5408 Job Number: Date: 1/30/1996 The ·COMPLY 24 computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the Cali:f:ornia Energy Commission for use with both the Residential and Nonresidential Building Energy Efficiency Standards. This program developed by Gabel Dodd Associ~tes (510) 428-0803. Table Of Contents for Title 24 Report Cove:i::-Page . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 Table of Contents , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 Nonresidential Performance Title 24 Forms ........................... 3 Form ENV-3 Construction Assemblies .................................. 17 HVAC System Loads Summary ........................................... 20 PERFORMANCE CERTIFICATE OF COMPLIANCE (part 1 of 3) PERF-1 page 3 of 20 Run Initiation Time: 16: 0:34 Runcode: 2875-540966912 Project Name: Homes For Industry Address: Building L Carlsbad, CA Designer: Sillman/Wyman, Inc. Documentation: Haynal & Co., Inc. Date: 1/30/1996 Building Permit No Checked by/ Date COMPLY 24 User 2875 ------------------------------------------------------------------------ STATEMENT OF COMPLIANCE This Certificate of Compliance iists the Building features and performance specifications needed to comply with Title 24, Parts 1 and 6, of the State Building Code. This certificate applies only to a Building using the performance compliance approach. The Principal Designers hereby certify that the proposed building design represented in the construction documents and modelled for this permit application are consistent all other forms and worksheets, specifications, and other calculations submitted for this permit application. The proposed building as designed meets the energy efficiency requirements of the State contained in sections 110, 116 through 118, and 143 or 149 of Title 24, Building Code, Title 24, Part 6, Chapter 1. 1. ·I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a licensed as a civil engineer, mechanical engineer, electrical engineer or architect. 2. I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section 5537.2 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a licensed contractor preparing documents for for work that I have contracted to perform. 3. I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section.,.........---of the Code to sign this document as the person responsible for its preparation; and for the following reason: ______________ _ SCOPE OF COMPLIANCE (Designers-should circle applicable paragraph numbers) ENVELOPE -Required Forms: ENV-1, ENV-2 Location of Mandatory Measures on Plans Principal Designer Sillman/Wyman, Inc. (619)453-4320 LIGHTING - (Signature) Required Fortns: LTG-1, LTG-2 1 2 3 (Date) (Circle) Location of Mandatory Measures on Plans Principal Designer (619) MECHANICAL -Required Forms: Location of Man · Principal Designer Town & Country Heating and Air (619)471-1142 (Signature) 1 2 3 (Date) (Circle) PERFORMANCE CERTIFICATE OF COMPLIANCE (part 2 of 3) PERF-1 page 4 of 20 Run Initiation Time: 16: 0:34 Runcode: 2875-540966912 Project Name: Homes For Industry Documentation: Haynal & Co., Inc,. Date: 1/30/1996 COMPLY 24 User 2875 ANNUAL SOURCE ENERGY USE SUMMARY (KBtu/sgft-yr) Energy Component Space Heating Space Goaling Indoor Fans Heat Rejection Pumps Domestic Hot Water Lighting Receptacle Process TOTALS GENERAL INFORMATION Conditioned Floor Area: Glass Area/ Wall Area: F~ont Orientation: Number of Zones: ZONE INFORMATION Floor Area Zone Name (sgft) ---------------------------- RECEPTION 178 OFFICE 276 RESTROOM 64 Warehouse 1000 Standard Proposed Compliance Design Design Margin --------------------------6.95 14.48 -7.53 45.17 28.38 16.80 33.59 23.17 10.42 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 51.54 41.12 10 .42 16. a·o 16.80 0.00 O.Od 0.00 0.00 --------------------------154.05 123.94 30.12 Average Ceiling Height: 518 0.46 (N) Average Glazing U-Value: 8.0 1.25 1 3 O deg Number of Stories: 4 Number of Occupancies: Display Inst Tailored Process Tailored Perim. LPD Lighting Loads Vent. (ft) (w /sf) (watts) (w/sf) (y/n) ----------------------------------- 0 1.21 0 0 N 0 1.57 0 0 N 0 1.17 0 0 N 0 0.00 0 0 N PERFORMANCE CERTIFICATE OF COMPLIANCE (part 3 of 3) PERF-1 page 5 of 20 Run Initiation Time: 16: 0:34 Runcode: 2875-540966912 ------------------------------------------------------------------------Project Name: Homes For Industry Documentation: Haynal & Co., Inc. Date: 1/30/1996 COMPLY 24 User 28'75 -----------------------------· -------------------------------------------- The documentation preparer hereby certifies that the documentation is accurate and complete. DOCUMENTATION AUTHOR Steve Balderrama, CEA (619) 743-5408 EXCEPTIONAL CONDITIONS COMPLIANCE CHECKLIST (Date) The locai enforcement agency should pay special attention to the items specified in this cnecklist. 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 buil-ding or design that otherwise complies based on the adeq~acy of the special justification and documentation submitted. Window/Wall Ratio Value Entered= 0.456 BUILDING DEPARTMENT APPROVAL OF EXCEPTIONAL FEATURES JUSTIFICATION: The exceptional features listed in this performance approach application have specifically been reviewed. Adequate written justification and documentation for their use have been provided by the applicant. authorized signature or stamp CERTIFICATE OF COMPLIANCE -Envelope Run Initiation Time: 16: Q,: 34 Project Name: Homes For Industry Documentation: Haynal & Co., Inc. Const OPAQUE SURFACES Assembly Name Type Location/Comments Demising Wall R-19 Roof(Over Ac Tile) 6 11 Concrete Wall FENESTRATION Frame Orient Panes Type ------------------ Back (S) 1 Metal Right (W) 1 Metal Metal Wood None Exterior Shade OH -----------------------None y None y ENV-1 page 6 of 20 Runcode: 2875-540966912 Date: 1/30/1996 COMPLY 24 User 2875 Glazing Type Note to Field -----------------------Graylite 14 by PPG Graylite 14 by PPG CERTIFICATE OF COMPLIANCE -Lighting Run Initiation Time: 16: 0:34 LTG-1 page 7 of 20 Runcode: 2875-540966912 -----------------------------------------· ------------------------------· Project Name: Homes For Industry Documentation: Haynal & Co., Inc. INSTALLED LIGHTING SCHEDULE No of Name Lamp Type Lamps ----------------------- Fluorescent 3 Incandescent 1 MANDATORY AUTOMATIC CONTROLS Control Watts/ Lamp ------ 34 75 Ballast Type ----------Standard n/a Date: 1/30/1996 COMPLY 24 User 2875 Ballasts/ No of Note to Luminaire Fixt. Field --------------------- 1.5 6 n/a 1 Control Location I.D Control Type Zone Controlled Note to Field CONTROLS FOR CREDIT Control Control Location ID Control Type Zone Controlled Note to Field CERTIFICATE OF COMPLIANCE -Mechanical (part 1 of 2) MECH-1 page 8 of 20 Run Initiation Time: 16: 0:34 Runcode: 2875-540966912 ----------------------· --------------------------------------------------Project Name: Homes For Industry Documentation: Haynal & Co., Inc. SYSTEM FEATURES Zone Name 2 Ton Package Heat Pump Time Control Setback Control #of Isolation Zones HP Thermostat Electric Heat Fan Control VAV Min Position Simul. Heat/Cool Heat Supply Reset Cool Supply Reset Ventilation OA Damper Control Economizer Type Outdoor Air CFM Heat Equip Type Make & Model No. Cool Equip Type Make and Model Code Tables Time Control S:i?rog Switch O:Occ Sensor M:Man Timer s None-- n/a Yes ·o.o KW Constant Volume n/a n/a Constant Temp Constant Temp B --A-- N o Economizer 145 Heat Pump Trane WCC024 DX Ventilation B:Air Balance C:OA Cert. M:OA Measure D:Demahd Cont N:Natural OA Damper A:Auto G:Gravity Date: 1/30/1996 COMPLY 24 User 2875 Note to Field CERTIFICATE OF COMPLIANCE~ Mechanical (part 2 of 2) MECH-1 page 9 of 20 Run Initiation Time: 16: 0:34 Runcode: 2875-540966912 -----------------------------------------------------------------------Project Name: Homes For Industry Documentation: Haynal & Co., Inc. Date: 1/30/1996 COMPLY 24 User 2875 --------------------------------------------------------------------------- DUCT INSULATION System Name. Type Duct Location -------------------------------------------------Trane WCC024 Heating. Ducts in Attic Cooling Ducts in Attic PIPE INSULATION Insul System Name Pipe Type Required Domestic Hot Water y / N NOTES TO FIELD -For Building Department Use Only Duct Tape Allowed -------y I N y I N Insul R-Val ----- 4.2 4.2 Note to Field ------- Note to Field --------------------------------------------------------------------------- ENVELOPE COMPLIANCE SUMMARY -Performance (part 1 of 3)ENV-2 page 10 of 20 Run Initiation Time: 16: 0:34 Runcode: 2875-540966912 ---------------------------------------------------------------------------Project Name: Homes For Industry Documentation: Haynal & Co., Inc. GENERAL INFORMATION BY ZONE Zone Name. RECEPTION OFFICE RESTROOM Occupancy Lobby (Office) Office Corridor/Restroom Date: 1/30/1996 COMPLY 24 User 2875 Flr Floor Display No Area Volume Perim. 1 1 1 178 276 64 Total 518 1424 2208 512 0 0 0 ENVELOPE COMPLIANCE SUMMARY -Performance (part 2 of 3)ENV-2 page 11 of 20 Run Initiation Time: 16: 0:34 Runcode: 2875-540966912 ---------------------------------------------------------------------------Project Name: Homes For Industry Documentation: Haynal & Co., Inc. OPAQUE SURFACES Act Solar Type Area u.,.val Azm Tilt Gains Form 3 Reference ---------------------------------Wall 24 0.752 180 90 Yes 6" Concrete Wall Wall 136 0.192 Int 90 No Demising Wall Roof 178 0.043 0 22 Yes R-19 Roof(Over Ac Tile) Wall 144 0.192 :rnt 90 No Demising Wall Roof 1·79 0.043 0 22 Yes R-19 Roof(Over Ac Tile) Wall 144 0.192 Int 90 No Demising Wall Roof 64 0.043 0 22 Yes R-19 Roof(Over Ac Tile) Date: 1/30/1996 COMPLY 24 User 2875 Location/Comments --------------------RECEPTION RECEPTION RECEPTION OFFICE OFFICE RESTROOM RESTROOM ENVELOPE COMPLIANCE SUMMARY -Performance (part 3 of 3)ENV-2 page 12 of 20 Run Initiation Time: 16: 0:34 Runcode: 2875-540966912 ------------------------------------------------------------------------Project Name: Homes For Industry Docum~ntation: Haynal & Co., Inc. FENESTRATION SURFACES # Type Area Frame Div U-Val ---------------------------- 1 Wdw Back (S) 64.0 Metal No 1.25 2 Wdw Right (W) 32.0 Metal No 1.25 3 Wdw Back ( S.) 96.0 Metal No 1.25 4 Wdw Right (W) 184.0 Metal No 1.25 OVERHANGS/SIDE FINS Act Azm Tilt 180 90 270 90 180 90 2.70 90 SC Glass Only ----- 0.53 0.53 0.53 0.53 Date: 1/30/1996 COMPLY 24 User 2875 Location/Comments ---------------------RECEPTION RECEPTION OFFICE OFFICE --Window-------Overhang---------Left Fin------Right Fin-- # Type Ht, Wd Len Ht LExt RExt Dist Len Ht Dist Len Ht 1 Wdw 2 Wdw 3 Wdw 4 Wdw 8.0 8.0 8.0 4.0 8.0 12.0 8.0 23.0 4.0 0.1 4.0 4.0 4.0 0.1 4.0 4.0 4.0 0.1 4.0 4.0 4.0 0.1 4.0 4.0 LIGHTING COMPLIANCE SUMMARY -Performance Run Initiation Time: 16: 0:34 ' Project Name: Homes For Industry Documentation: Haynal & Co., Inc. LTG-2 page 13 of 20 Runcode: 2875-540966912 Date: 1/30/1996 COMPLY 24 User 2875 --------------------------------------------------------------------------- ACTUAL LIGHTING POWER No of Name Description Lumin ----- Watts per -----Default ------- Total Watts 48" T-12 Low Watt /3 Lamp (Tandem) 6 108.0 y -y-648 75 75 w Surface Mount Incandescent 1 75.0 -- SubTotal 723 Less Control Credits (LTG-3) O Total Proposed Watts 723 * If not CEC Default value, please provide supporting documentation. MODELLED LIGHTING POWER BY ZONE Zone Name RECEPTION OFFICE RESTROOM Occupancy Lobby (Office) Office Corridor/Restroom TOTALS Floor Area ----- 178 276 64 ----- 518 Modelled LPD (w /sf) ------ 1.213 1.565 1.172 ------ 1.396 Total Tailored (watts) (watts) -------------- 216 0 432 0 75 0 -------------- 723 0 * Note: Tailored Allotment requires supporting documentation on form LTG-4. MECHANICAL EQUIPMENT ZONING SUMMARY -Performance Run Initiation Time: 16: 0:34 MECH-2 page 14 of 20 Runcode: 2875-540966912 ----,---------------------------------------------------------------------- Project Name: ;Homes For Industry Documentation: Haynal & Co., Inc. SYSTEM/ZONING SUMMARY System/Zones Served 2 Ton Package Heat Pump RECEPTION OFFICE. RESTROOM Warehouse Central/Zonal System Trane WCC024 Date: 1/30/1996 COMPLY 24 User 2875 System Type No Sys Packaged Heat Pump 1 MECHANICAL EQUIPMENT SUMMARY -Performance Run Initiation Time: 16: 0:34 MECH-3 page 15 of 20 Runcode: 2875-540966912 Project Name: Homes For Industry Documentation: Haynal & Co., Inc. Date: 1/30/1996 COMPLY 24 User 2875 ------------------------------------------------------------------------- CENTRAL SYSTEM SUMMARY Sys No System Name J. Trane WCC024 CENTRAL SYSTEM RATINGS No System Type Sys Economizer Type Packaged Heat Pu 1 No Economizer Sys-------Heating--~-------------------------------Cooling · No ·Type Output Aux KW EFF Type Output Sensible EER SEER 1 Heat Pump 23800 0.0 6.80 DX 23800 17850 9.40 10.00 CENTRAL FAN SUMMARY------------Supply Fan----------- Sys Mtr Drv No Fart Type Motor Location CFM BHP Eff Eff Return Fan Mtr Drv CFM BHP Eff Eff 1 Constant Volume Draw-Through ZONAL FAN SUMMARY Zone Name None EVAPORATIVE COOLING Sys No Type MISCELLANEOUS MOTORS No CFM CFM 800 Zonal Fan Mtr BHP Eff 0.16 55 100 None ------------Exhaust Fan Drv Mtr Eff No CFM BHP Eff Effectiveness Direct Indir Integrated Operation Return Air Heat Recovery Sys Mtr Drv No Type BHP Eff Eff -------------------------·-------------- Drv Eff MECHANICAL VENTILATION -Performance Run Initiation Time: 16: 0:34 Project Name: Homes For Industry Documentation: Haynal & Co., Inc. MECH-4 page 16 of 20 Runcode: 2875-540966912 Date: 1/30/1996 COMPLY 24 User 2875 ----~--------------.-------------------------------"----------------------- VENTILATION SUMMARY BY ZONE Tran Floor sqft CFM Dsg Min sfer Zone .Name T Occu,pancy Area /Occ /Occ CFM CFM CFM ------------------------------------------------ RECEl?TION Lobby (Office) 178 29 15.4 95 94 OFFICE Office 276 140 20.0 39 41 2 RESTROOM Corridor/Restr 64 200 30.0 10 10 ------ TOTALS 145 144 WARNING -Total Design Mechanical Ventilation is less than Minimum Required Tailored OA (T=*) requires supporting documentation on MECH-5, Tailored Ventilation and Process Loads Worksheet PROPOSED CONSTRUCTION ASSEMBLY Pr.oj ect Name: Homes For Industry Documentation: Haynal & Co., Inc. COMPONENT DESCRIPTION Sketch of Construction Assembly ASSEMBLY U-VALUE Construction Components ENV-3 page 17 of 20 Date: l/30/1996 COMPLY 24 User 2875 Assembly Name: Demising Wall Assembly Type: Wall Assembly Tilt: 90 deg (Vertical) Framing Material: Metal Framing Spacing: II 0.C. Framing Percent: 15.0 % Abso~ptivity: 0.70 Roughness: Stucco, Wood Shingles Th R-Value Fr (in) Cavity Frame ---------------· -------------------------------------------------------- Outside Air Film l. Gypsum or Plaster Board 2. Insulation, Mineral Fiber, R-11 3. Gypsum or Plaster Board 4. 5. 6. 7 . 8 . 9 . Inside Air Film 0.500 * 3.500 0.500 0.17 0.45 11.00 0.45 0.68 0.17 0.45 11.00 0.45 0.68 --------------------------------------------------------------------------- Weight: Heat Capacity: Unadjusted R-Values 12.75 0.00 TOTAL U-VALUE = 0.192 ===== TOTAL R-VALUE = 5.20 4.3 lb/sqft l.ll ---------- PROPOSED CONSTRUCTION ASSEMBLY Project Name: Homes For Industry Documentation: Haynal & Co., Inc. ENV-3 page 18 of 20 Date: 1/30/1996 COMPLY 24 User 2875 ------· -------------------------------------------------------------------- COMPONENT DESCRIPTION S~etch of Construction Assembly ASSEMBLY U-VALUE Construction Components Assembly Name: R-19 Roof(Over Ac Tile) Assernl?ty Type: Roof Assembly Tilt: 22 deg (Tilted Up) Framing Material: Wood Framing Spacing: II 0.C. Framing Percent: 10.0 % Absorptivity: 0.70 Roughness: Concrete, Asph. Shingles Th R-Value Fr (in) Cavity Frame ---------------------------------------------------------------------------Outside Air Film 1. Roofing, Built-Up 2. Membrane, Vapor-Permeable Felt 3. Plywood · 4. Air Space 5. Insulation, Mineral Fiber, R-19 6. Acoustical Tile, Interior Finish 7. 8 . 9 • Inside Air Film 0.375 0.010 0.500 * 1.250 6.000 0.500 0.17 0.17 0.33 0.33 0.06 0.06 0.62 0.62 0.75 1.24 19.00 19.00 1.43 1.43 Unadjusted R-Values 0.61 22.97 0.61 23.46 ADJUSTMENT FOR FRAMING (1 /22.97) X (0.90) + (1 /23.46) X (0.10) Weight: Heat Capacity: 5.0 lb/sqft 1.59 = 0.043 TOTAL U-VALUE = 0.043 ===== TOTAL R-VALUE = 23.02 ===== ,,_ PROPOSED CONSTRUCTION ASSEMBLY ENV-3 page 19 of 20 --------------------------------------------------·------------------------Project Name: Homes For Industry Documentation: Haynal & Co., Inc. Date: 1/30/1996 COMPLY 24 User 2875 ------------------------------------------------,-------------------------- COMPONENT DESCRIPTlON Sketch of Construction Assembly ASSEMBLY U-VALUE Construction Components Out·side Air Film 1. Concrete, 140 lb; Not Dried 2. 3. 4. 5. 6. 7 • 8 . 9 . Inside Air Film ADJUSTMENT FOR FRAMING Assembly Name: 6 11 Concrete Wall Assembly Type: Wall Assembly Tilt: 61 deg (Tilted Up) Framing Material: None Framing Spacing: 11 o.c. Framing Percent: 0.0 % Absorptivity: 0.70 Roughness: Concrete, Asph. Shingles Th R-Value Fr (in) Cavity Frame ,0 .17 6.000 0.48 Unadjusted R-Values 0.68 1.33 0.17 0.48 0.68 1.33 (1 / 1.33) X (1.00) + (1 / 1.33) X (0.00) = 0.752 Weight: Heat Capacity: 70.0 lb/sqft 14.00 TOTAL U-VALUE = 0.752 ===== TOTAL R-VALUE = 1.33 ===== avAC SYSTEM HEATING & COOLING LOAD SUMMARY Project Name: Homes For Industry Documentation: Haynal & Co., Inc. page 20 of 20 Date: 1/30/1996 COMPLY 24 User 2875 ------------· ·------------------------------------------------------------- HVAC SYSTEM DESCRIPTION HVAC System Name: Heating System Name: Cooling System Name: System Multiplier: Fan Schedule: Peak Load Method: Relative Humid~ty: ZONES ON THIS $YSTEM RECEPTION OFFICE RESTROOM Warehouse PEAK (Jan 12am) (Jan 12am) (Jan 12am) (Jan 12am) TOTAL ZONE LOAD HEATING 5074 12082 236 0 17392 Duct Gains & Losses: 1739 Ventilation: ( 144 CFM) 4953 Return Air Lighting Gain Supply/Return Fan Gain: O TOTAL SYSTEM LOAD SYSTEM OUTPUT AT DESIGN CONDITIONS MAIN HEATING & COOLING SYSTEM TOTAL SYSTEM OUTPUT 24084 19509 19.509 2 Ton Package Heat Pump Trane WCC024 1 CA Daytime Fans COINCIDENT 50 % COOLING PEAK (A;ug 5pm) (Aug 5pm) (Aug 5pm) (Aug 5pm) 144 CFM) SENSIBLE LATENT -------- 5960 13758 599 0 -------- 20317 2032 619 0 0 -------- 22968 19765 19765 ------ 1613 576 99 0 ------ 2288 672 ------ 2960 4975 4975 NOTE: The TOTAL SYSTEM LOAD shown represents the minimum size equipment which will heat or cool this zone during the design conditions indicated. These numbers include no safety factor, and the HVAC contractor should oversize by a reasonable margin to a9count for variations in weather conditions and the pick-up capacity required to bring the zone to temper- ature as a result of a setback thermostat. Those responsible for final equipment selection should note that Sensible and Latent Cooling Loads are indicated to allow for accurate comparison with manufacturer's output data. MANDATORY REQUIREMENTS ENVELOPE MANDATORY MEASURES (NONRESIDENTIAL) 1. Exterior manufactured doors, windows, and fenestration products shall meet the infiltration and U-value certification requirements of Section 116(a). 2. Site-constructed doors, skylights, and windows shall be caulked and weather-stripped per Section 116{b). 3. All joints and openings which are potential sources of air leakage shall be caulked, gasketed, weather-stripped or otherwise sealed to limit infiltration and exfiltration per Section 117. 4. Certified insulation materials per Section 118{a). 5. Urea Formaldehyde foam insulation installed per Section 118(b). 6. Insulation installed to meet flame spread and smoke density requirements per Section 118{c). LIGHTING MANDATORY MEASURES 1. Each enclosed area shall have independent controls (per Section 131 (a) and exceptions). 2. Lighting shall be uniformly reducible by one half in areas which are greater than 100 sf, exceed 1.2 watts/sf, and have more than one luminaire (per Section 131 (b) and exceptions; exceptions include lights in corridors). 3. Daylit areas larger than 250 sf shall be separately controlled and uniformly reducible by one half (per Section 131 (c) and exceptions). 4. Separately metered spaces 5,000 sf or greater shall have automatic shutoff controls (per Section 131 (e), no exceptions). 5. Display lighting shall be separately switched on circuits that are 20 amps or less (per Section 131 (e), no exceptions). 6. Exterior lighting controlled from a lighting panel within the building shall be automatically controlled (per Section 131 (f) and exceptions). 7. Pairs.of one-lamp and three-lamp fluorescent luminaires shall be tandem-wired where reasonable (per Section 132 and exceptions). MECHANICAL AND PLUMBING MANDATORY MEASURES Equipment and Systems Efficiency 1. HVAC and service water heating equipment shall meet Appliance Efficiency Regulations, per Sections 111 and 112. 2. Piping, except those conveying fluids at temperatures between 60 and 105 degrees F, or within HVAC equipment, shall be insulated in . accordance with Section 123. 3. Air handling duct systems shall be sealed in accordance with the SMACNA HVAC Ducts Construction Standards, Metal and Flexible, 1985, per Section 124(a) and (b). Ducts shall be installed and insulated as provided in UMC, Chapter 10. 4 .. Pilot lights shall not be installed for natural gas central furnaces, and pool and spa heaters, per Section 115. Ventilation 1. Every space in a building shall be designed to have outdoor air ventilation according to Section 121 (a), (b) and (e). 2. Operation and control of outdoor air shall meet the time-of-occupancy and pre-occupancy requirements of Section 121 (c). 3. When a return plenum is used to distribute outdoor a_ir to a covered HVAC unit, the ducted discharge shall be in accordance with Section 121 (d). 4. Systems shall meet the completion and balancing requirements of Section 121 (f). Controls 1. Each space conditioning zone shall be controlled by an individual thermostatic control that responds to temperature within the zone. Heating shall be-adjustable down to 55 degrees or lower, and cooling shall be adjustable up to 85 degrees or higher. The control shall provide a dead-band of 5 degrees between hea,ting and cooling, Section 122(a) and (b). 2. Heatpumps with supplementary electric resistance heaters shall have controls per Section 112(b). 3. Each space conditioning system shall be installed with an automatic time switch, able to shut off operation during off-hours of up to four hours, per Section 122{e)1. 4. Thermostat setup and setback controls are required if the summer design dry bulb temperature is more than 99 degrees F, or if the winter design temperature is less than 33 degrees, per Section 122{e) 2, and its exceptions. 5. Outdoor air supply and exhaust equipment shall be installed with dampers that automatically close during periods of non-use for the areas served by the equipment, per Section 122{f). 6. Each space conditioning system serving multiple zones with a combined conditioned floor area more than 25,000 square feet shall be designed, installed, and controlled to serve isolation areas, per Section 122(g). SERVICE WATER HEATING SYSTEMS 1. Temperature controls and recirculating pump controls shall meet the requirements cif Section 113{a) and (b). 2. Flow rates and temperature controls for public lavatories shall meet the requirements of Section 113(b)3. 3. Unfired service water heater storage tanks and backup tanks for solar water heating shall comply with Section 113{b)4. MAR-08-96 FRI 17:03 CI TY-CARLSBAD COMM DE P. 02 NON-RESIDENTIAL CERTIFICATE: Non-Residential Land OV't'.ner. please read this option carefully ar,d be sure you throughly understarid the options b~fore aigning. The option you choose Vii'ill affect your paym11:nt of the developed :Special Tax assessed on your property. This option is available only at the time of lhe first bc.ilding permit issuance .. Property owner signature is required before a building permit 'Nill be issued. Your signature is confirming the accuracy of all parcel and ownership information shown. HOMES FOR INDUSTRY (619) 551-5600 Name of Owner Telepnone 2223 AVENIDA DE LA PLAYA KEI I OGCJ AV Address Project Addr~ss LA JOLLA CA 92037 Carlsbad CA 92008 City State Zip Code . City State Zip Code APN 212-092-0300 Assessor's Parcel Number, or APN and Lot Number if not yet subdivided. CB960249· Building Permit Nurnber As cited by Ordinance No. NS-155 and adopted by·the City Council or the City of Carlsbad, California, the City ·is authorized to levy a special Tax in Community Facilities district No. 1. All non-resldentiaJ property. upon the '--....__ issuance of the first buldi~ permit, shall have the option to (1} pay the SPEC_IAL DEVELOPMENT TAX ONE· '---.. TIME or (2) assume the ANNUAL SPECIAL TAX ·DEVELOPED PROPERTY for a period not to exceed twenty- '-,,-~ve (25) years. Please indicate your choice by initialing the appropriate line below: · .. ~ ..... ,..._ OPTlbN (1): I elect tc pay the SPECIAL DEVELOPMENT TAX ONE-TIME now, as a one•time payment AmounL.J:11-+-"-'0e-Time Special Tax: S~!, 3~7 ______ Ovmer's Initials · OPTION (2): \ I ele to pa the SPECIAL O&Vl!LOPME:NT TAX ANNlJALL. Y for a period not t9 exceed twenty-,ve (2$) yea~. Maximum Annual Special Ta.x: $ 9., 30.t. 25 . Owner Initials____ · I DO HEREBY CERTIFY UNDER PENAL TY OF PERJURY THAT THE UNDERSIGNED IS 0 THE PROPERTY · OWNER OF THE SUBJECT PROPERTY ANO THAT I UNDERSTAND AND WILL COMPLY-WITH THE PROVlSIONS AS STA TED ABOVE. . ~~- Signature of Property Owner Title PrihtName Date The City of Carlsbad has not independently verified the information shown above. Therefore, we accept no responsibility as to the accuracy or completeness of this information. NON-RESIDENTIAL CERTIFICATE HAR-11-96 HON 12:03 CITY OF CARLSBAD COMM DE FAX NO. 4380894 P. 02 CERTIFICATE OF COMPLIANCE ........ ,. __ _ CITY OF CARLSBAD Plan Check No. CB960249 COMMUNITY DEVELOPMENT 2075 LAS PALMAS DR., CARLSBAD, CA 92009 (619) 438·1161 This form shall be used to determine. the amount of school fees for a project and to verify that the project applicant has complied wiLh the school fee requirements. No building permits for the projects shall be issued until the certification is signed by the appropriate school district and returned to the City of Carlsbad Building Department. SCHOOL DISTRICT': _x_ Carlsbad Unified 801 Pine'Avenue Carlsbad CA 92009 (434..0661) Encinitas Union ~ 101 South Rancho Santa Fe Rd. Encinitas CA 92024 (944-4300) Project Applicant: HOMES FOR INDUSTRY San Marcos Unified --1290 West San Marcos Blvd. San Marcos CA 92024 (744-4776) _ San Dieguito Union High School 710 Encinitas Boulevard Encinitas CA 92024 (753-6491) APN: 212-0-92-0iOO ------- Project Address: 1950A, 19508, 1·9soc & .. · 1950D KELLOGG AV RESIDENTIAL: SQ. FT. of living area ____ _ number of dwelling units ______ _ SQ. FT. of covered area ____ _ SQ. FT. of garage area ______ _ coMMERCIA~. STRIAL: sq~-FT EA Prepared by ~ -~ C 30,032 Date _J=-,<;/..;;,,..1,ff---'-9..,c,.,z:;..k--- FEE CERTIFICATION (To be completed by the School District) __ Applicant has complied with fee requirement under Government Code 53080 Project is subject m an existing fee agreement --- ___ Project is exempt from Government Code 53080 __ Finaf Map approval and construction started before September 1, 1986. (other. school fees paid) __ Other----~-----------------~------- Residential Fee Levied: $ ______ based on _______ sq. ft. @ ______ _ Comm/lndust Fee Levied:$ 9 6 CJ 9, G?O based on 3 o o 3o< sq. ft.@ ___ , J..._o ____ _ Scho Assistant Superintendent Business Services Title 03/18/96 Date ,, ,, ....__ .... .,.,,.:... .... , ... ' x--" ' I I ~ N 19·40·0:r e ·. -"--~ -.390.02' I I I, I I ~ I ~ " ~ I I , :;t::<::~:~~-~,,2~>-t>~c. '>, ( ____ _ '.{~ ',, :--, . • .. --:,..:.._ -7"'-':'"':::-' ~... :-', . -. ·-..: ' ::--------...;: ... ... .............. .:, ,' ... , .. 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(I v \. ~~~~ INOWASlEAfP I ~~I--SCHOOLFEEFOAM ~}*& -~ ttvo~sr:1..pr1o. ~ "'I~~...,,=:....==~ -I~=--=~--= 5~ iAt:;ttzf,C~ jj ,~ tu I Of.../ brt,tffl_ ~A ~ rJor,eJ ~-. ~ ~ J / r ----1--ARE PLANS V /·-\P"' ~~ /~ =::::~t::=== ASSESSORPLANS 'i . t1 ' : \ J'. ! l 3 Ii ( er 0 -* WLV ~ 1M c:J.jJ ~~-;;~t>J, !ht Cj.z 7Z> I SSU 'C ~ f' fZ I M TD f fY!t CJJ-}t1 /r/ _ -:f ;;w). -{jYA-~ f.. ,i-~ ft\_ jJ> _ f p~ f 6 e,lfi/[ . . · _ _ . . / ~ l,! APPROVALS ' 'E 3/ 'J-1,, / o/ 6-~ Ao-/ ~ J //AL ~#, W -fl r,,:id fo ~ *y Dal8 ~-fv,_.J ~ ~~ JR/;t1t ,fr, ,,,,, fL,._ d1t_!_ . ~~ luldln1 ow 11J2.,1P'-SD1 /J r1,,i) CA CCJu~_.;...lA t-PR_ovt,yj I D ~~i..o-Pllnnlnl D~ Y \ ( rt G:, . ..-:..;.,~~ Enatneer~ l ~ ~ °'-4-''M~.:.&;ie."{ t.J,,,.A ~ ,I-~ 1~ :::::::~:tat ____ Health ---,-~-Assoc. lf/1/q0 -m-r-~ t;/1(crb-~ Jlh..J 3/ufqr., C:..Fo 1'h? ,1¼ -(,u7 ./4.. c,,.. ;/, rt/9r,, ;;:;;"i~~.·.; ··._;, : .. ,; {.:·;:~/,:'; ::t.~-: ~::·· ,., ::· .... ,,, ' .. ~... . -~,~ ~ ,.; !;'.• ,. • r• ~-';.' ,' .,t t· ;'.'.'-_·,_,. )' >r:·, .,',.-~1>· .. \~~,,-,,• :':~>:_:,: _'·: ~· '_,,,. ·1 i ,I . CJ-(· -J=t~~oCj ' ' B U I L D I N G P E:R MIT-PCR'No: PCR96043 Project No: A9600366 Development No: ~ 09/04/96 16:54 1 Page :l of 1 Job Address: 1950 KELLOGG AV • 1~ ,:Permit Type: PLAN CHECK REVISION Par:cel No: 212-092-03-00 V,;1luat.ion: O Suite: ' . Lot#~ . Dccupancy Group: Reference#(. De$Cription: ADD ROLL UP DOOR 96-249 Appl/Ownr 619 ,• crrv ,OF CARLSBAD 9474 09/04/96 00<)1 01 C-Pm1T 02 Constructio.n Type: VN . Status: ISSUED Appl.ied: 07 /2 5/96 Apr/Issue: 09/04/96 Entered By~ MDP 453-4320 2075 I;as Palmas Dr., Carlspad, CA 92009 (619) 4~8-1161 . '. ,.__ • ... l .:.~:. ·,... ~ -! DATE: 8/20/96 JURISDICTION: Carlsbad EsGil Cqrpo~atlon ProfessionaC Pfan.!ftevlew 'Engineers SET: II PROJECT NAME: Homes For industry Revision ·-. ' CJ~ANT ~ CJ FIRE CJ. PLAN REVIEWER . CJ FILE D· The plans transmitted herewith have been corrected where necessary and substantially comply with the Jurisdiction's *******"'*** codes: . . ~ 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 c·orrected 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 applicant contact person. · ~ The. applicant's copy of the check list has been sent to: Sillman/Wyman Inc. (Newcomer) 6181 Cornerstone Ct. East #101 San Diego CA 92121 rgJ. Esgil Corporation staff qid not advise the applicant that the plan check has been completed. D Esgll Corporation staff did advise the applicant that the plan check has been completed~ Person contacted: Date contacted: (by: ) Telephone#: -~ REMARKS: 1 ;Pleas~slip_ SQ~~[A~S:~Xi;_-;~~-14--0f·the~revised:-sheets-to~tlie"8ppr0v;a=set::2~ (Provide speciafinspection -program per-use 106-:3-:5· im;ficating-the-name,.of-the.,special:J t_1_1J2f?~~r: -~?nd d.uty of the insp_ectQr to'fu~JiuJls!!n9offlpiatpii.or.to-issuanee-the-buikt_ing-perm7t. By: David Yao Enclosures: approved plan Esgil Corporation D GA O CM O EJ O GP O PC 8/13 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 +-Fax (619) 560-1576 b 08-13-1996 10:40AM FROM STRUCTURAL DESIGN COMPANY 8/13/96 VIA FAX To: Attn: Project: (619)552-1563 _Sillman;wy.rna'n, Inc;. Mr. Tom Newcomer Homes for Industry From; Zabih F02i TO SILL0N WYMAN Prog-rq for Special Inspectio~ ~ "ITWrr Tr:ubolts Drill holes of the same diameter as the Trubolts. The depth of the hole should be larger than the embedment length required.. Minimum edge distance and spacing of the TrUbol ts should be 4.·s inches and 9 inches. respectively. Tap in Tnzbolts and use standard hexagonal nut.and washer over the fastened structure. Exert a torque of 175 Ft-Lbs ~t . installation~ Follow all the manufacturer's recommendations for installation of the retrofit bolts. P.01 TOTAL P.01 r----0Ei-12-1996 · 02: 08PM ·ost-it" Fax Note · ro FRo,t STRUCTURAL DESIGN COMPANY TO 5521563 P.01 --~- . !~· . . :~.+ ~· ~fbnES ~,_ f~1 ProJeaNo. 2S-3S \i;. :•. Dille 1/'l:b/ '!Ir, si-No. l?c.V, I i-- ~ .:; ~-~ :l..cP ~:: • \c.-,; + ~ = l.9~;.?;. A l-411 G.l1,- l,a-c-,9 r :· . '!' •• . ,···· ; . -.. ·-.. . i---~ .! .... :. ,·• ~ . : = . -~-: . . ' . ' 08-12-1996 02:09PM FROM STRUCTURAL DESIGN COMPANY TO 5521563 P.02 Pro;eaName HoMGS ~ 1~w~1 Project No. $-3~ -Z.,F Date 7/f'J,'; / 9/P Sheet No. ~V, '2. By_..._:::::.;...---r , we:w oP'e'J.l'~ . 15!" I PSf ~ H :: ( __ e, x 1S. ~ 4-:X '% ) x l~f~ : ....... , r'\v.c-"l..S9'1o \\ :. c:l..--10,3 •-"-Mc....~ .:a. •3\ x'l.;':J ~,o;; .-·9,-; T~ 1,_c,w ,~;,r.~.W.(;,>A(,~4-. -~ ,z... ~.1-s~~:.,.--s~• -, '?- ~: 1> 'tr~./ f,/ln',Ji i~.Jsovi" f.t'l~, ~ ~4· ~Cf,.¢ f' l"J11- Ji.~ L.a.~,a,~ Y,z.. __ _ ,z., •_o l.D...ic.:, ~ 4-av--\J ... es,. (1o'ZA- = !-M;c~ ~ U :;,c:.. 3/~ ct:' I -rw fl.a~t ~.,bo f1" c:. '1,..4!-' & ,,,«i . :U,..fi::.c ~n.n. ,o "~L TOTAL P.02 . DATE: 8/8/96 JURISDICTION: Carlsbad PLAN CHECK NO.: 96-249 rev EsGil Corporation Professiona( PCan ~view 'Engineers SET:I PROJECT ADDRESS: 1950 Kellogg Avenue PROJECT NAME:'Homes For Industry Revision CJ APPLICANT ~ CJ FIRE CJ PLAN REVIEWER CJ FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's *********** codes. D The plans transmitted herewith will substantially comply with the jurisdiction's ********** 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. [X] The check list transmitted herewith is for your information. The plans are being held at Esgil Corporatior1 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. [X] The applicant's copy of the check list has been sent to: Sillman/Wyman Inc. (Newcomer) 6181 Cornerstone Ct. East #101 San Diego CA 92121 [X] Esgil 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 contacted: (by: ) Telephone #: D REMARKS: By: ·navid Yao Enclosures: Esgil Corporation D GA DCM 0 EJ O GP 0 PC 7/29 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 Carlsbad 96-249 rev 8/8/96 GENERAL PLAN CORRECTION LIST . JURISDICTION: Carlsbad PROJECT ADDRESS: 1950 Kellogg Avenue DATE PLAN RECEIVED BY ESGIL CORPORATION: 7/29 REVIEWED BY: David Yao FOREWORD (PLEASE READ): PLAN CHECK NO.: 96-249 rev DATE REVIEW COMPLETED: 8/8/96 This plan review is limited 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 ~nforced 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 in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1994 Uniform Building Code, the approval· of the· plans does not permit the violation of any state, county or city law. 1. Please make all corrections on the original tracings and submit two new sets of prints to: ESGIL CORPORATION. 2. 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. 3. 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? 0 Yes 0 No 4. Provide revised plans to show the new roll-up door for Bldg J. 5. The detail for the new roll-up door shall be on the plan. 6. Provide calculation to justify the detail for the new roll-up door is adequate. Carlsbad 96-249 rev 8/8/96 . . . . . . .~ ..... '. -... · . .'·.·· •. •.·: .... -~~- 7. Provide special inspection program from the architect or engineer to the building official for approval prior to issuance of the building permit. Check for UBC 106.3.5 for detail. 8. Provide calculation to show the existing panel construction still adequate with the new roll-up door. 9. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact David Yao at Esgil Corporation. Thank you. Carlsbad 96-249 rev 8/8/96 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 96-249 rev PREPARED BY: David Yao DATE: 8/8/96 BUILDING ADDRESS: 1950 Kellogg Avenue BUILDING OCCUPANCY: B/S-1 TYPE OF CONSTRUCTION: V-N BUILDING PORTION BUILDING AREA VALUATION VALUE (ft.2) MULTIPLIER ($) revision (new mil-up 1hr door for bldg.J) Air Conditioning Fire Sprinklers TOTAL VALUE 0 1'991 UBC Building Permit-Fee O Bldg. Permit Fee by ordinance: $ 0 1991 UBC Plan Check Fee D Plan Check Fee by ordinance: $ 108.94 Type of Review: O Complete Review D Structural Only ~ Hourly O Repetitive Fee Applicable O Other: Esgil Plan Review Fee: $ 87.15 Comments: 1 x 87.15 = 87.15 Fire Services Review: .D Complete Review O Other: O Suppression System O FireAlarm Es9il Fire Services Review Fee: $ Comments: Sheet 1 of 1 macvalue.doc 5196 '~. '-:;.'-