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Home My WebLink About1107 LAS FLORES DR; ; CB992206; PermitQ 12 ($1366: $0. " City of Carlsbad 08/19/1999 Residential Permit Permit No:CB992206 Bui!ding Inspection Request Line (760) 438-3101 Job Address: 1107 LAS FLORES DR CBAD - Permit Type: RESDNTL Sub Type: RAD Status: ISSUED Parcel No: 1551601000 Lot #: 0 Applied: 06/11/1999 Valuation: $312,192.00 Construction Type: VN Entered By: DT Occupancy Group: 14 Reference #: Plan Approved: 08/16/1999 # Dwelling Units: 0 Structure Type: Issued: 08/19/1999 Bedrooms: 4 Bathrooms: 4 Inspect Area: Project Title: DEMO 1500SF KEEP 500SF OF SLAB Orig PC#: ADD 2548SF & 456SF GAR TO EXISTING. Plan Chei 08i'19/99 0001 01 02 C—PRIIT 2239-36 Applicant: LCI CORPORATION STE 305 42257 6TH ST WEST LANCASTER CA 93534 661-949-8779 on Owner: _—YU IBRIAN...S 1245TH ST ENCINITAS CA 4. 4 8WO fal10 7 \ ,, ,Recl. ater con. Fee \ I [Add'l Fpfatt RecI.,WathN erCon. Fee 1 0*\.i. e JJ d' 'c. '- PFF(CFEYFund).................. i!icense Tax / lNCORP'..'1A1ED . 1.JLcense Tax(CFDFund) I / I Traffic-Irrict(CFD Fund) r - -. . L15 (LFMZ Transportation Fee SidealkFee -' $000.JLU MB.INGTOTAL $0.00 ELECTRICAL TOTAL $0.00 MECHANICAL TOTAL $0.00 Housing Impact Fee $0.00 Housing InLieu Fee Master Drainage Fee: $0.00 Sewer Fee: TOTAL PERMIT FEES Due: $2,239.36 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $237.00 $60.00 $63.00 $0.00 $0.00 $317.76 $0.00 $2,963.84 Total Fees: $2,963.84 Building Permit Add'l Building Permit Fee .JT:flancheck . __l Add9 Plan Check Fee-. Plan Check Discount Strong Motion Fee Park in Lieu Fee Park Fee LFM Fee Bridge Fee Other Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'I Pot. Water Con. Fee FINAL APPROVAL Inspector:2 Date: ______________ Clearance: 7/ NOTICE: PIeaitake NOTICE that approval of your project includes the'Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as fees/exactions.' You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capactiy changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (760) 438-1161 PERMIT APPLICATION CITY OF CARLSBAD BUILdING DEPARTMENT 2075 Las Palmas Dr., Ca1sbad CA 92009 -s'- (760) 4381161 - J. PROJECT I? RMATTO3 ((Q1 L.O4a rL Ares$ (inthids WdG/SttI N) Businew Name let ,Ø Str4& Fase (.adar ail .CtlpOtlt ' Lot NO. Suosiviamit NamolNumbet t5 1!..A PJ. A.-v5wscr'q P.,CSI • ExiatiflU U,.. oswpon 1ic+icJ te _P-.-t_&D4Bsct -_1m-i&5 j. Of Work SQ. FT. u $0 s2onaa Ot°ñIOLISA/ /oogJ cf-e"sT. &Kçg1t5oo p osimr a.. 14 Is A JIV JL St.'r' - 7eJ.ehon AP?UAN1' CerffsctQr fl . :o :n(a r omw (a 42 JA h J&rraz n S & a C' No ene Cress City StateIp Telilwwd POPTOWi ............................... ,. .:.. - .-. N3M -AddrVA City St.tcJZj T.l.phcr. O0NPAN*.E .- . .:.'Lf.?Q.06/.11/99 0001 01. 02 7Q1,5 arid fajrm Cods My Ciry or County witor regtjlr• permit to aonsuuct. anc. nnerov., dOMOIJ2.4 or rapar any mA&uRRWr To its 724-48 artcu. also requires the applicant for such p.;nth to file a signed ut,temere that he is liosnisC Dursttt to the provitia.3 01 the Contractor's License, liew ICnomes 9. e oneonemp with Section 7000 of 0viiri 8 Of the inni3 end Prvfuaiora Cods) or that he is execnpl en&athom. aM IflO bees for the a14Igd Any iiollltLafi Of Cettioit 701 -0 by .'w applicant for ourmit subj.csa the eppcafl to. civ ponaity, 5f not 55010 thOfi liv, hundred dollars i05001). flamq - Address City Stat&Eip leiephonoa State L.e.cese a Ci63 -- City Sijie Lkwnoq I besipoer Name crty (j $1I1iO Ie45pnOl* Scare Joan,. k Ci E1_.37 O_- & W0RR$' COMPEWSAT1ON Workars' C peeaer-tore Dcclorotion: !hereby affirm ende, e.rialty of perjr.e-y one of the follawin deallarotiona N nave a win voslrtiain deritli0atu of =94,114 to suil.utsuzw for wotkwt' compenorlon so proarloed by 5ttori 700 01 the Leor Cote. for the oaitormanc. cr Ti, work lr which this permit is lssuell. I new tare will maintain workers' CiornpongAtion, as iradby Section 3700 of the Labor Cod,. for tito por?ouhance of the woat to; wNI' this permit 'is My we,kee'j eamperiastien lr%5yrlrtCQ dllfllo(pIOC pOlicy numir era: Intaerce Company +o_k---_Z._Lir'sOl Pobey ito. i5_L0L11 °i3_ C\ Expiration Date_ri _I CIA 01 1141)5 SECTION rdEaP NOT M cQMPt.ET!0 II THU PURMrr IS FOR ORE NUMPRED 001 1 .K5 181001 OR LASS) O CRTLICATt OF !XCMPrlotd (certify that In me oorfOrmanci, Of the work for -wIln tatli pennitis'meued. I shill not employ any p*ion in any manner soap to cecnme suOoO to the workers' CriOiriUtiCn Laws or Calitomia. WARNING: FAM to saci,e wwbe,. cwnpeeulion roweae. Is wOwtuL and aitd subject an emokwer to oaln*i,( D.11ltd.5 &atd tial !ui.s me to uw hursdead mouaino ooiaie 0100.0004. in addition to the o,t of cv,ppeoeadoet. danri.s U provided tar in Lesion 1705 of the Labor cod.. iiUeerio amid .ttamey. ha. IIarATURE DATA i. owvR.UuLDEm DECLARATION .. ... . . -. hereby uffum that I am bnetfl,pt front the Cnnlraceoa'a Ucane. Law for the I Ii witi reavoi- 1. at owner el the pr-sperry or my 5rc16a.4e with wQcs as their eel, cotnp,rmistlen, will do floe woart 1400 the 3Dxu is .not intenowi Offered to!-"W(Sat. 7044, Oimnoet sand Prefoicitor. Code: The wsctoes Litatnee aw eocs not apply to an owns; of pr0citty who builds or improves thereo& lAd who doer w*ft pmmö)f or through his own empleyeeu provide that 3UM ilr2vamsnt, we Tt intended at offered to: sail. It, bow.ver, the b&I4idg or ovemeet is sold within one year at completion, tho 6Wny.5i11i159q will have thi burden of prvvistp that he od rant DSi1Q or itiptoy, for the psepere of NMI O I. as owner of the pf opemy. am sclup4veSy comsc%ialil with lioniiced aaretroctom to perwtNcl the prott tOuc 7044• Busing= and Prof .siiorm Coo,: The C,ntractot's License Law does not apply to an own, of property who btmiiOL Or imprv. Jwreon, unit comracu for Woh prpieota iletla eore,sctor4sl Iicwtaod puasuatre to the Contractor's Licyra4b (.4w. 1 am eaomst 5MW SSC1tCfl -- Buionees and 'ooni Code for this I Personally plan to oravada the major hoc' end metst)113 for cOil5tnjCtjOlr of the prapcail property imprcmwmwat. 0 YES Dub 7. (have / have nor; Iipr.5 an eplicrt,oqr for a buldir.p permit far the pr*po*d work. have corwtrm,o wiva tne f&Iawiria parser, (fisrrt) to provide the 0r0901d dortsoruicc, tindside name / sddmu I ploorw lomenber I conb.ctero Ieamas. nmsnbqr): 4. 'plan tci provide portion, of the work. but I have hired the following person to morraate. IUDi'vitb and pravda the major w,4e )inimjdt flume I adoring I phone rat rribei / ;Orfl'ocwri license, faimberl; 5. i will provioi lOftS 01 the work, but I have contracted Ihired) the fo1Iowig persons to provide the work indio,t.d (include name / address / phone toOmOar I type Of 5orK) PROPERTY OWNER SIGNATURE X_-_ DATE < CoMpLETS TH4S 5O10N FOO J P$MTJO . ...., .. .. -. ., . , . . . - 'c the applicant Of future building r.qidoe to it a business n. ecutiey hazardous materiil r,psttedoit form or risk man090rsont and prevention prgrenl writer 5*cliorw 206. 25.33ot of toy.Tarsate, No Oeua 5u55eaMe AeOoui Aol? Q VIA NO I, thc applicant or lule. building ooet3ent 'SOUIrid to cbm I DarneR ??M IN air ralubort control detrict or aur 4uW meraspenrern dltrict fl YES 0 No lc the facility tebearodwithin 1.000 test stthrgnertsndseyor.actrcolaft? 0 YES C3 NO WART OP TP ANSWRRS AR! YES. A FINAL CERTN1CATE OF OCCUMIsCY MAY NOTBEISSUED UNLL THE APPLICANT HAS MAT OR IS MTtJOl THP REOUIeLNTS OF THE OaRc5 OF EIRFAWNCY ULwYIA IJCD THE AIR POLLUTION CONTROl. CWTRICT. S. CIfCT10IIWW1ICAItY ' - I hereby IfOrm mat is a CorsitrtbOn WdkV apeney for the eurfo,risenc. of the wotli fur whicti this permit it lsstad (S-tic. 30870) ChIt Coca). .AN08W5 NAME -#_i?_A J.C5i.4 ot JOLS °' & TCARTPICATN)N ...................- ..... I r5IC1-A-4 iDaiifr 518!&.I certify thet I have read the s,iin and etofa that the above eafonrtlAQfl it cotr,ct and that the bitormetlen on the P31401 ml IXurats. I agree to crnp1y with all City OrdiftgnCW und State IIieO relying to buildlrç n.ntoauc*ri. I lwry srathatt reare,enmtjyes of the Cifl' of CarLd to ernst upon the above mentioned ca'oporty 10' i10pectin ptwpo,, I ALSO AGUE TO SAVE. II4tISV AND !AAP HARIILUI THE otFY OF CAI*L$U.S AOAEOST ALL LIAEILIT,ItA, JUDGMENTS, COSTS AJC 83EN55 WJC$ MAY 05 ANY WAY LGCatIA AGAINST SAID Cr" IN CONAEOUSNCZ OF THE ORANTINO OF THIS PERMIT. OSNA: Art OS$A permit is required for slVatiors over S'u Soap 'Ad dunolubon or corwuotien cit s000tirea mar 3 stones in height. EXPffiA1aQN; Ovary p.lsit 5!UC by the 0uildig Official linGer the proartelorts of thit Code alwil ctof?o by tm4onin and bocmrs null and verO if the building a' wrk lljthorised by such psrvrjt is not oorrmarsoed ei$d*i 385 says trotti Ut. data it sues permit or it the btiuldig or work atflhoriz*d by such Permit is suiperruiso or .oenaoned It any tia after the rk Is canwnonnei for • parted of 500 deyw(aoero 100.4.4 urvon-n 01Ek5ng Coda). .°.fPJCANTS 1U3hlATURE >t -.- OAT5 C WHITE: Pie 'f8LLO h.apvcam RNX: F3ntinc FOR OPICE USE ONLY PLAN CHECK NO. EST. VAL. Plan Ck. Deposit Validated 8y_ t51Lbjco rva.- LLC r _ 1 S at 8adrpere S cal A.rtvoomn ç0919_771 L(L(4I)sl9,57, fin I I. City of Carlsbad Bldg. Inspection Request -, wv_ For: 5/8/2000 Permit# CB992206 Inspector Assignment: TP Title: DEMO 1500SF KEEP 500SF OF SLAB Description: ADD 2548SF & 456SF GAR TO EXISTING. ORIGINAL HOUSE IS BUILT OVER LOT LINE. DEMO DrDTIrM (C uii 1QC TUAT f'D(CCC rICD TUC I ('IT Type: RESDNTL Sub Type: RAD Phone: 8053385536 Job Address: 1107 LAS FLORES DR Suite: Lot 0 Location: APPLICANT LCI CORPORATION Owner: WESTWOOD HOMES L L C Remarks: AM PLEASE Inspector: Total Time: Requested By: KAMIYAR Entered By: CHRISTINE CD Description • Act Comments 19 Final Structural AP 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Associated PCRs Inspection History Date Description 4/28/2000 89 Final combo 1/10/2000 17 Interior Lath/Drywall 1!10/2000 18 Exterior Lath/Drywall 12/30/1999 14 Frame/Steel/Bolting/Welding 12/30/1999 16 Insulation 12/21/1999 16 Insulation 12/16/1999 14 Frame/Steel/Bolting/Welding 12/14/1999 14 Frame/Steel/Bolting/Welding 12/6/1999 14 Frame/Steel/Bolting/Welding 12/1/1999 13 Shear Panels/HD's 11/30/1999 13 Shear Panels/HD's 11/30/1999 24 Rough/Topout 11/29/1999 13 Shear Panels/HD's 11/23/1999 13 Shear Panels/HD's 11/17/1999 13 Shear Panels/HD's 11/17/1999 15 Roof/Reroof Act lnsp Comments NR TP AP TP AP TP AP TP PER S.R. CORR. AP TP CA SR NEEDS TO COMPLETE HIS FRAME INSP LIST FIRST CO SR SEE NOTICE AT JOB SITE CO SR NOTICE IN PACKAGE ON THE JOB SITE CA SR AP SR OK TO WRAP AP SR AP SR CO SR SHEAR WALL STILL NOT INSTALLED ON N/SIDE CO SR MISSING 15 FT OF SHEAR WALL UP STAIRS NORTH SIDE CO SR WALLS NOT AS WIDE AS ON PLANS AP SR City of Carlsbad Bldg Inspection Request Permit# CB992206 Inspector Assignment: TP Title: DEMO 1500SF KEEP 500SF OF SLAB Description: ADD 2548SF & 456SF GAR TO EXISTING. ORIGINAL HOUSE IS BUILT OVER LOT LINE. DEMO OrDTIrM ^C UfU IC TUAT ('D(CC fID TUC I fT Type: RESDNTL Sub Type: RAD Phone: 7604087981 Job Address: 1107 LAS FLORES DR Suite: Lot 0 Location: APPLICANT LCI CORPORATION Owner: WESTWOOD HOMES L L C Remarks: LATE AM OR EARLY PM Total Time: Inspector: Requested By: NA Entered By: CHRISTINE CD Description Act Comments 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Associated PCRs Inspection History Date Description Act lnsp 1/10/2000 17 Interior Lath/Drywall AP TP 1/10/2000 18 Exterior Lath/Drywall AP TP 12/30/1999 14 Frame/Steel/Bolting/Welding AP TP 12/30/1999 16 Insulation AP TP 12/21/1999 16 Insulation CA SR 12/16/1999 14 Frame/Steel/Bolting/Welding CO SR 12/14/1999 14 Frame/Steel/Bolting/Welding CO SR 12/6/1999 14 Frame/Steel/Bolting/Welding CA SR 12/1/1999 13 Shear Panels/HD's AP SR 11/30/1999 13 Shear Panels/HDs AP SR 11/30/1999 24 Rough/Topout AP SR 11/29/1999 13 Shear Panels/HD's CO SR 11/23/1999 13 Shear Panels/HD's CO SR 11/17/1999 13 Shear Panels/HDs CO SR 11/17/1999 15 Roof/Reroof AP SR 11/17/1999 24 Rough/Topout CO SR Comments PER S.R. CORR. NEEDS TO COMPLETE HIS FRAME INSP LIST FIRST SEE NOTICE AT JOB SITE NOTICE IN PACKAGE ON THE JOB SITE OK TO WRAP. SHEAR WALL STILL NOT INSTALLED ON N/SIDE MISSING 15 FT OF SHEAR WALL UPSTAIRS NORTH SIDE WALLS NOT AS WIDE AS ON PLANS LEAK IN THE SAN-TEE W®RNA City of Carlsbad Inspection Request For: 11/17/99 cu Permit# CB992206 Inspector Assignment: SR Title: DEMO 1500SF KEEP 500SF OF SLAB Description: ADD 2548SF & 456SF GAR TO EXISTING. ORIGINAL HOUSE IS BUILT OVER LOT LINE. DEMO DrDTIruj r%C ufil IC TIJAT ('DtCCC ftID TLIC I (T Type: RESDNTL Sub Type: RAD Phone: 8053385536 Job Address: 1107 LAS FLORES DR Suite: Lot 0 Location: Inspector: APPLICANT LCI CORPORATION Owner: WESTWOOD HOMES L L C Remarks: Total Time: CD Description 24 Rough/Topout 34 Rough Electric 13 Shear Panels/HD's 15 Roof/Reroof , 1 Act Comments co Requested By: CAMIEU?? Entered By: CHRISTINE Associated PCRs InsDection History Date Description . Act lnsp Comments 10/6/99 32 Const. Service/Agricultural AP SR TEMP P/POLE 9/29/99. 11 Ftg/Foundation/Piers AP SR 9/24/99 14 Frame/Steel/Bolting/Welding WC SR 9/24/99 22 Sewer/Water Service AP SR 9/24/99 24 Rough/Topout WC SR a LCI PCORPORATION City of Carlsbad Building & Safety Department Inspection Section 2075 Las Palmas Drive Carlsbad, CA 92009-1576 Tel: (760) 438-1161 Fax: (760) 431-5769 - RE: 1107 LAS FLORES, CARLSBAD SUBJECT: STRUCTURAL REVISIONS PER AS BUILT November 22, 1999 File No. 1181ex2.doc The following items represents our response to the concerns by the City Inspector: Item #1: Shearwall #2 Reduction of shearwall from 12' to 10'-8", is acceptable since the shear value is within the limit of designed values. Item #2: Shearwall #8 Reduction of shearwalls from 3 '-8" to 2'-9" and from 5'-70" to 2'-8" is acceptable since the shear value is within the required limit. Item #3: Shearwàll #9 Reduction of shearwall by 1" is acceptable. Item #4: Shearwall on the east'wallof living room Reduction of shearwäll from 2'-7" to 2'4" is acceptable. Item #5: Shearwall #4 We reexamined the.plans and determined that type 11 sheàrwall was, omitted on the north side of masterbedroom (a.13ft and a 3ft section) with a MSTA 36" at end of the 3' wall section. Item #6:'Shearwall#ll Reduction of shearwall from 12' to 11' is acceptable since the shear value is within the limits of designed values. Item #7: General Shearwall • Shearwalls constructed with larger widths than required (i.e. shearwall no. 13 and no. 10) provided additional shear strength and are acceptable. Item #8: Beam at living room and foyer 2 - 4" X 12" beam bolted with 1/2" 0 X 6" L bolts a. jSIagind is accpbk- 1011 - K'I-P ?ourc/,<. No. 37042 *\ Exp. 06/30/00 42257 6th St. West, Suite 305 Lancatér California 93534 1 FAX 805/9 3760 South Jones Blvd., Las Vegas Nevada 89103 702/221-8869 FAX 702/221 Sincer9y, Oosr?PourGhahreman, P.E., P.L.S. President LCI Corporation ( to.37M2 LU CIVIL Exp. 06130100 • 1* - OF. LJj cc eityotCarishad Final Building Inspection Dept: Building cE! ring jiig\c4\St Lite Fire Plan Check #: Date: 4/12/2000 Permit #: CB992206 Permit Type: RESDNTL Project Name: DEMO 1500SF KEEP 500SF OF SLAB Sub Type: RAID ADD 2548SF & 456SF GAR TO EXISTING. Address: 1107 LAS FLORES DR Lot: 0 Contact Person: Phone: Sewer 01st: CA Water Dist: CA Inspected Date By: Inspected: Approved: _ Disapproved: Inspected Date By: Inspected: Approved: Disapproved: Inspected Date By: Inspected: Approved: Disapproved: Comments: - ........-.-.--- --..----------.-.'.------------.---.- App3 City of Carlsbad Final Building Inspection Dept: Building TFIEfigifieering Planning CMWD St Lite Fire Plan Check #: . Date: . 4/1212000 Permit #: CB992206 . Permit Type: RESDNTL Project Name: DEMO 1500SF KEEP 500SF OF SLAB Sub Type: RAID ADD 2548SF & 456SF GAR TO EXISTING. Address: 1107 LAS FLORESDR . Lot: 0 Contact Person: Phone: Sewer Dist: CA Water Dist: CA . Inspected Date By: 4C.*7,411oI/ Inspected: 1 /'/oo Approved: Disapproved: L. Inspected Date By: Inspected: Approved:. Disapproved: Inspected Date By: Inspected: Approved: ______ Disapproved: Comments: ',9Tt /,çj4,Prp zpq Arnu tItCJ? -7 Be-Rfqi !'' ij• City of Carlsbad Final Building Inspection Dept: Building Engineering PlanningCMWD St Lite Fire Plan Check #: Date: 4/12/2000 Permit #: CB992206 Permit Type: RESDNTL Project Name: DEMO 1500SF KEEP 500SF OFSLAB Sub Type: RAID ADD 2548SF & 456SF GAR TO EXISTING. Address: 1107 LAS FLORES DR Lot: 0 Contact Person: Phone: Sewer Dist: CA Water Dist: CA - Inspected Date By: k , xz specte'd "5 Approved Disapproved: Inspected Date By: Inspected: Approved:. Disapproved: Inspected Date By: Inspected: Approved: _______ Disapproved: Comments: :— /,5,c7-Tc)-- 5c& 5 SOUTHERN CALIFORNIA SOIL & TESTING, INC. 11~4 6280 Riverdale Street, P.O. Box 600627, San Diego, CA 92160, (619) 280-4321 FIELD INSPECTION REPORT PROJECT TITLE: Westwood Homes SCS&T FILE NO: 9912397 IJtNO: 1(Pg 1 of 1) PROJECT LOCATION: 1107 Las Flores, Carlsbad PERMITNO: CB 992206 PLAN FILE NO: ASUTECT: LCI Corporation ENGINEER: Khosro Pourghahreman GEN. CONTRACTOR: Westwood Homes SUBCONTRACTOR: Trinity Enterprise 11/9/99 J. Bahno #713 EPDXY ANCHORS Time Arrived: 1230 Time Departed: 1530 Anchors: 5/8" & 7/8" All Thread Epoxy: Simpson Strong Tie, ICBO 5279 I observed the placement of shear wall plate bolts using 5/8" & 7/8" all thread and Simpson Strong Tie Epoxy, ICBO#5279. 5/8" all thread was embedded 5" into concrete, and 7/8° was embedded 7" into concrete. All of the holes were clean and free of debris. No plan, specifications or engineer's RFI were provided. I hereby certify that I have inspected the above reported work. Unless noted otherwise, the work inspected is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the governing building laws. DISTRIBUTION: 1) LCI Corporation 1) Westwood Homes 1) Khosro Pourghahreman 1) City of Carlsbad George A. Gavit, RC.E. # 56564 DEC-14-99 04:34 PM LCi.bdbTIo 805+949 8779 P.02 ROY,L IRON WORKS 661 2147624 +*+ ,LLWs?liiRJYSP1CTJQNSER310E j \ BQJO.12 DEPT. Of ELOG £ qAFa.ry A, c crr or olf!(7t4)539-2~1 71.30&9 ' r, Lea V NV. 8134 PERM CAI 1.11- ¶ T ON. f,7M 228-OW M:6 2284-so DEPUTY I SPECIAL INSPECTION REPORT ............................ - . . . . . . . . IT2 — . — .... . .. ............ •_"i , :,;.rcnia Le. I j;;L______ fb3 METOH EQL. BQLT5.. fIOE.1Ii. LWL -.-- -- 12 YkAg ,•; 7a(- (z2&dr r_zP'f1Z_ .....---------•------------.,•-.-•.-. .•.-.--,-,• _0 •0 -. - —._- Ttm — !!i:. - '1!- J . - L—--- 1 —I •1--- - _ — - UR W1'&NIrt J1 dn Thcu ____ _---- ALL INSPECTIONS IAStD ON 4 HiV OF I WOU$ & OVER 4 HOURS- Wi MI U APPLI3 IN ADOtTION, ANT INSPECTION EXIENDNO PASTNOON HOUR WLU 8 UM. APPRVV8DVV / - wV In;c e.nø CER1IFCATE or COMPLIANCE '41 KA11F iNSPI.ClIfn fC-TKE 5sr Of WY KWALIEDGE ALL OF Ff ABOVE PEEO WOW. MESS OTMP$E NOTED, 00 .4t.-F. M1M rdt APPRCV PLAN8 $PctflCATIQN ANP P()'/jSiCt'6 OP THE rm 10M WOES APPC/$Lf POINT 4AW )'lTA.tI.YI 1.JIT 1. . IC CC? r DIP,'. PP.CTb W V GCt'MQP .09 ITI C'? ••• fl.a .'I........ DEC-14-99 04:35 PM LCI.CORPORATIoN 805+949 8779 P.03 ROYAL IRON WORKS 661 2747624 +i'+ P.01 ./1\ Al!_LiiLU YIECTJOR SER VICE I1J I \ QPL- DEPT. OF ALOG CA, Ofl1ø I3 so tVK St. CA, 286 Cff (714)63.2th Fj (714) 77109 Cl?? Off NV NV. 891,44 RMI1 992 2Op nif (702) 22054 !t (702) &0548 DEPUIY I SPECIAL INSPECTION REPORT At I A4 lie po _•____ ___ ___ i4 r -- ..... ,c.4 i"cj Afr.1'i 'k7 ........ TEI5'C . QUACItia LII6 7 --.---.--.--.--------.-.-..- --.- . .. - .-..---- - ---.-.-.- 1T*5 1;HOURi:i LU. PRTIONSBASED ON A MiNIMUM OF 4 HOIJ$ & OVER I HOURS . $HOUR MINIMUM APPUS. IN AOPrnON, ANY INP0I0N LXTLNOIRG PAT NOON HOUR WILL BE AN 8 HOUR MNIWUM. spEsro__, .. ....-... ...... Oats Dole (5naij'e ro vny inscalur I plehence On),) CERTIFICATE OF COMPUANCE (;E Fn ,q ThAll I .tvE 045PcO To TPE OUT or MY KpowLwog ALL OF T 8O'J€ !JC7t0 YYP. LtLEO OPIERWISE N00. AND *IlS WTi1 rml APrRQVCO P'i.AN'3, PECIcICATIOtS AND PROMS DNS OF THE WI R& WING CCOES APPLICABLE 1FCRTO, ii LiVt ryø ,r jIiIT.td +Up 4. A.L#PI 'r P,'P . tt Yt CPY . SITE All EsGil Corporation In Partnership with government for Bui&(ing Safety DATE: August 12, 1999 0 AP NT JURISDICTION: Carlsbad =REVIEWER 0 FILE PLAN CHECK NO.: 99-2206 SET: III PROJECT ADDRESS: 1107 Las Flores PROJECT NAME: SFD for Westwood Homes L.L.C. The plans transmitted herewith have been corrected where necessary and substantially comply with .the jurisdiction's building 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. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. E The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. 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: 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: Telephone #: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person REMARKS: The main service panel-shall be outside of the Garage and readily accessible. By: Sergio Azuela Enclosures: Esgil Corporation 0 GA 0 MB 0 EJ 0 PC 8/2 tmsmU.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 (. 4) i EsGil Corporation In !Partner4/iip with government for Bui(iing Safety DATE: July 23, 1999 U APPLICANT JURISDICTION: Carlsbad U PLAN REVIEWER U FILE SET: II PROJECT ADDRESS: 1107 Las Flores PROJECT NAME: SFD for Westwood Homes L.L.C. The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building 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. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. 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: Kamyar Lashgari 42257 6th Street W., # 305, Lancaster, CA 93534 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: Telephone #: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person III REMARKS: By: Sergio Azuela Enclosures: Esgil Corporation E] GA LIMB LEJ fl PC 7/13 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlsbad 99-2206 II July 23, 1999 RECHECK PLAN CORRECTION LIST JURISDICTION: Carlsbad PROJECT ADDRESS: 1107 Las Flores DATE PLAN RECEIVED BY ESGIL CORPORATION: 7/13 REVIEWED BY: Sergio Azuela PLAN CHECK NO.: 99-2206 SET: II DATE RECHECK COMPLETED: July 23, 1999 FOREWORD (PLEASE READ): 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 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. Please make all corrections on the original tracings and submit two new sets of prints to: Esgil Corp. or to the bldg. dept. of the juris. 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. 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. 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? UYes LINo 11) Carlsbad 99-2206 II July 23, 1999 1. Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 2075 Las Palmas Drive, Carlsbad, CA 92009, (760) 438-1161. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be. reviewed by theCity Planhing, Engineering and Fire Departments until review by EsGil Corporation is complete. 11. Window adjacent to the stairway shall be safety glass. 26. Please complete the provided detail for shear wall with opening, according to the attached drawing. 29. Note that passageway to the attic furnace shall be unobstructed and have continuous solid flooring not less than 24 inches wide, not more than 20 feet in length through the attic. Section 319.4, UMC. Show permanent electrical outlet and lighting fixture controlled by a switch for furnace located in attic space. Sections 319.6 and 320.1, UMC. 30. Show on the plan the amperage of the electrical service, the location of the service panel and the location of any sub-panels. If service is over 200 amps, submit single line diagram, panel schedule and load calculations. Also please note that the main service shall be readily accessible. 40. The Owner shall sign form CF-1 R. 47. Provide the ICBO # for the decking material. If you have any questions regarding these plan review items, please contact Sergio Azuela at Esgil Corporation. Thank you BLOCKING—. 3 MN 1r". .La.a.aLt_,_.. 11Trfl _ :I rl u:.':'':.i'i'::'. - . . .. SHEAR PANEL - ::i'/2P T OP 4. I U \ JJJ.rJ.F "—TRANSFER STRAP MA NEL PIER HEIGHT 3 MIN / HT 1 ' .. UX S. u 7 . ...,.................LI CIr A'. •. . INTERNAIL STUD TOENSTIJD oPnD4GJ '111 . I' II I..\. n II r1j __ at SHEAR WALL ...• HEIGHT .. .'.. - Y I ,'... ..S.. . II\ .'. 11.4 .'. S... 2. I II it: T'tZIl II' _ I it ii --.'. ti...'ii rrll.'. U U "_ . u r -II .,' ii':. ii p II II :' •'- II' Ii 1.1.11 rU u r .I. ii, \ 4 MAX EN H PANEL RANSFER SHEAR . L14 II • U .'. U U b.I. II I I 11 I. I II iI"s,.._ II II I. U \U .1. U1' It "—STRAP OVER PANEL. TRANSFER EN' 3X OR 4X HE I • ...... t t c .. .. . -..'. qt . •1 .t . ..- . . Guidelines ' 14.1 .9. .°• ILLUSTRATIONS of Dèfion j ' - - SHEAR j- SHEAR WALL (Openings) . 1. • NOTE Not all possible configurations ebown •• 4 No performance prediction included 1 SHEAR WALL WIDTH EN STUD AT JOINT (3X IF REQD)- LJI i •\T t \iT \ii uI \ ii .ujui i2 FROM PANEL i EDGE MINIMUM _EACH WAY . SHEAR WALL . "II> . / . • •".: T- ;': ..:./ . . PANEL — I 'H hi H H /H ft "-60 MAXIMUM HOLE 1-4X1-4 tTh7\II /\ jJU J 7-iN SHEAR W MAXIMUM OPENING PEI I I . r .. ... .., -- . . ........... . '. / - EDGE NAMING:- 1 —4 SOLE PLATE . 3X OR 4X BLOCKING EN STRAP OVER PANEL .. ..: U.., 1'-4' MINIMUM TO . . WITH EDGE NAILING x16 MAXIMUM PANEL EDGE FROM 1& - IN STRAP MINIMUM OPENING SMALL SHEAR WALL OPENINGS _ !W— ,..- . PIER .- su WALL -WIDTH ..PANEL , "''WTB '. ., ....... - _-_- PANEL EN• SHEAR WALL WITH OPENING AND PIERS EXA' 15 I EsGil Corporation In Partners/lip with government for Wui(4ing Safety DATE: June 24, 1999 JURISDICTION: Carlsbad PLAN CHECKNO.: 99-2206 PROJECT ADDRESS: 1107 Las Flores SET:I U APPLICANT U PLAN REVIEWER U FILE PROJECT NAME: SFD for Westwood Homes L.L.C. The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building 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. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. 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: Kamyar Lashgari 42257 6th Street W., # 305, Lancaster, CA 93534 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: Telephone #: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person El REMARKS: By: Sergio Azuela Enclosures: Esgil Corporation OGA EMB LIEJ F-1 PC 6/15 tmsmU.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax(858)560-1576 Carlsbad 99-2206 June 24, 1999 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO.: 99-2206 JURISDICTION: Carlsbad PROJECT ADDRESS: 1107 Las Flores FLOOR AREA: Dwelling 3,048 SF Garage 467 SF Deck 250 SF REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 6/11/99 DATE INITIAL PLAN REVIEW COMPLETED: June 24, 1999 STORIES: 2 HEIGHT: 23 FT DATE PLANS RECEIVED BY ESGIL CORPORATION: 6/15 PLAN REVIEWER: Sergio Azuela FOREWORD (PLEASE READ): 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 ordinance by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Present California law mandates that residential construction comply with. Title 24 and the following .model codes: 1994 UBC (effective 12/28/95), 1994 UPC (effective 12/28/95), 1994 UMC (effective 2/23/96) and 1993 NEC (effective 12/28/95). The above regulations apply to residential construction, regardless of the code editions adopted by ordinance. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 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. 1. GENERAL SINGLE, FAMILY DWELLINGS AND DUPLEXES WITHOUT SUPPLEMENTS (1994'UBC) r3forw.dot Carlsbad 99-2206 June 24, 1999 PLANS 1. Please make all corrections on the original tracings, as requested in the correction list. Submit,three sets of plans for commercial/industrial projects (two sets of plans for, residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 2075 Las Palmas'Drive, Carlsbad, CA 92009, (760) 438-1161. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 2.' All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). Plans, specifications and calculations shall be signed and sealed by the California state licensed engineer or architect responsible for their preparation, for plans deviating from conventional wood frame construction. Specify expiration date of license. (California Business and Professions Code). Structural plans and structural calculations shall be sealed and signed by the engineer/architect responsible for the preparation of the structural calculations. Specify on the Title Sheet of the plans the gross floor area of each element of this project, including dwelling, garage, carport, patio, deck and balcony. Section 106.3.3. Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and the 1994 UBC, UMC and UPC and the 1993 NEC. Carlsbad 99-2206 June 24, 1999 . FIRE PROTECTION 6. Show locations of permanently wired smoke detectors with battery backup: Inside each bedroom. Centrally located in corridor or area giving access to sleeping rooms. On each story. When sleeping rooms are upstairs, at the upper level in close proximity to the stair. In rooms adjacent to hallways serving bedrooms, when such rooms have a ceiling height 24 inches or more above the ceiling height in the hallway. NOTE: Detectors shall sound an alarm audible in all sleeping areas of the unit. Section 310.9.1. GENERAL RESIDENTIAL REQUIREMENTS Please clearly show on plans the type of windows (sliding, casement, single hung, fixed, etc) to be used. 7. Sleeping rooms shall have 'a window or exterior door for emergency escape. Sill height shall not exceed 44" above the floor. Windows must have an openable area of at least 5.7 square feet with the minimum openable width 20" and the minimum openable height 24". The emergency door or window shall be openable from the inside to provide a full, clear opening without the use of separate tools. Section 310.4. 8. Openable window area in habitable rooms must. be 1/20 of the floor area and a minimum of 5 square feet. In bathrooms, laundry rooms and similar rooms, 1/20 of area is required and minimum is 1.5 sq. ft. Section 1203.3. 9. Provide mechanical ventilation capable of providing five air changes per hour in bathrooms, water closet compartments, laundry rooms and similar rooms if required openable windows are not provided. Section 1203.3. 10. Note that the discharge point for exhaust air will be at least 3 feet from any opening which allows air entry into occupied portions of the building. Section 1203.3. 11. Glazing in the following locations should be of safety glazing material in accordance with Section 2406.4 (see exceptions): a) Doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers and in any portion of a building wall enclosing these compartments where the bottom exposed edge of the glazing is less than 60 inches above a standing surface and drain inlet. Master Bathroom. Carlsbad 99-2206 June 24, 1999 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. Adjacent to Entry door. c) Individual fixed or operable panels, other than those locations described above, that meet all of the following conditions: - Exposed area of an individual pane is greater than 9 square feet, and: Exposed bottom edge is less than 18 inches above the floor, and: Exposed top edge is greater than 36 inches above the floor, and: One or more walking surfaces are within 36 inches horizontally of the plane of the glazing. West side of Family Room. d) Walls enclosing stairway landings or within 5 feet of the bottom and top of stairways where the bottom edge of the glass is less than 60 inches above a walking surface. EXITS, STAIRWAYS, AND RAILINGS 12. Guardrails (Section 509.1): Shall have a height of 36". Please clearly show it on plans at detail 24/9. Shall be detailed showing adeuacy of connections to resist the horizontal force prescribed in Table 16-13. Provide construction detail for the interior guardrail. Openings between railings shall be-less than 4". The triangular openings formed by the riser, tread and bottom element of a guardrail at a stair shall be less than 6". Provide construction detail for the interior guardrail. 13. Provide stairway and landing details. Sections 1006.3, 1006.15 and 1006.2. a) Minimum run is 11". When the stairs serves less than 10 occupants run may be 9" minimum. Carlsbad 99-2206 June 24, 1999 14. Handrails: Handrails and extensions shall be 34" to 38" above nosing of treads and be continuous. All stairs shall have handrails terminating in a newel or safety post. Section 1006.9. 15. The handgrip portion of all handrails shall be not less than 1-1/4 inches nor more than 2 inches in cross-sectional dimension. Handrails projecting from walls shall have at least 1-1/2 inches between the wall and the handrail. Section 1006.9. . ROOFING 16. Show attic ventilation. Minimum vent area is 1/150 of attic area (or 1/300 of attic area if at least 50% of the required vent is at least 3 feet above eave vents or cornice vents). Show area required and area provided. Section 1505.3. 17. Note on the plans: "Attic ventilation openings shall be covered with corrosion-resistant metal mesh with mesh openings of 1/4-inch in dimension." Section 1505.3. GARAGE 18. Show a self-closing door, either 1-3/8" solid core or a listed 20 minute assembly, for openings between garage and dwelling. Section 302.4. . FOUNDATION REQUIREMENTS 19. Provide 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. Please provide a better copy of the soils report. The copy of the soils report provided is almost unreadable. 20. Investigate the potential for seismically induced soil liquefaction and soil instability in seismic zones 3 and 4. This does not apply to detached, sincile- story dwellings. Section 1804.5 21. Per soils report, note on the plan the soils classification, whether or not the soil is expansive and note the allowable bearing value. Section 106.3.3. 22. If cut or fill slopes exist, show distance from foundation to edge of cut or fill slopes and show steepness and heights of cuts and fills. Chapter 18. 23. Note on plans-that surface water will drain away from building and show drainage pattern and key elevations. Section 1804.7. Carlsbad 99-2206 June 24, 1999 24. If hold downs are required, note on plan that hold down anchors must be tied in place prior to foundation inspection. Section 108.5.2. FRAMING 25; Note on the plans that an A.I.T.C. Certificate of Compliance for glued laminated wood members shall be given to the building inspector prior to installation. Section 2305. 26. Show on the plans all structural requirements developed in the structural calculations. Section 106.3.3. Shear wall 13 is shown on both sides of one panel while, in the calculations is shown on one side of two different panels (on the West side of the Kitchen). Shear walls on the South side of Bathrooms 3 and 4 are shown on plans with an opening. Show location of attic access with a minimum size of 22"x30", unless the maximum vertical headroom height in the attic is less than 30". Access must be provided to each separated attic area, shall be located in a hallway or other readily accessible location and 30" headroom clearance is required above the opening. Section 1505.1. Detail truss layout for 30" x 30" attic access, if required for equipment in the attic and detail 30" x 30" clearance through truss webs. . MECHANICAL (UNIFORM MECHANICAL CODE) Show the size, location and type of all heating and cooling appliances or systems. Additional corrections may follow. ELECTRICAL (NATIONAL ELECTRICAL CODE) Show on the plan the amperage of the electrical service, the location of the service panel and the location of any sub-panels. If service is over 200 amps, submit single line diagram, panel-schedule and load calculations. Note on the plans that receptacle outlet locations will comply with 1993 NEC Art. 210-52(a). For a single-family dwelling unit (and for each unit of a duplex), show that at least one receptacle outlet accessible at grade level will be installed outdoors at the front and back of the dwelling. NEC Art. 210-52 (e). This receptacle must be GFCI protected. Carlsbad 99-2206 June 24, 1999 Show on the plans that countertop receptacle outlets comply with 1993 NEC Art. 210-52(c), which reads as follows: In kitchens and dining areas of dwelling units a receptacle outlet shall be installed at each counter space wider than 12 inches. Receptacles shall be installed so that no point along the wall line is more than 24 inches measured horizontally from a receptacle outlet in that space. Island and peninsular countertops 12 inches by 24" long (or greater) shall have at least one receptacle for each four feet of counter top. Counter top spaces separated by rangetops, refrigerators, or sinks shall be considered as separate counter top spaces. Show on the plan that receptacle outlets in hallways comply with 1993 NEC Art. 210-52(h), which reads as follows: For hallways of 10 feet or more in length at least one receptacle outlet shall be required. Show on the plan that ground-fault circuit-interrupter proteötion complies with 1993 NEC Art. 210-8, which reads as follows: All 125-volt, single-phase, 15- and 20- ampere receptacles installed in bathrooms, garages, basements, outdoors and within 6 feet of a kitchen sink. PLUMBING (UNIFORM PLUMBING CODE) Show water heater size, type and location on plans. UPC, Section 501.0. Note on the plans that "combustion air for fuel burning water heaters will be provided in accordance with the Uniform Plumbing Code". Show T and P valve on water heater and show route of discharge line to exterior. UPC, Section 608.5. Show that water heater is adequately braced to resist seismic forces. Provide two straps (one strap at top 1/3 of.the tank and one strap at bottom 1/3 of the tank). UPC, Section 510.0 ENERGY CONSERVATION The regulations require a properly completed and properly signed Form CF-IR to be either imprinted on the plans, taped to the plans or "sticky backed" on the plans, to allow the building inspector to readily compare the actual construction with the requirements of the approved energy design. All energy items shown on the plans must be in agreement with the information shown on the properly completed Form CF-IR. Carlsbad 99-2206. June 24, 1999 Specify on the building plans all of the mandatory energy conservation requirements as listed on the enclosure titled, "Mandatory Measures Checklist". Show the make, model, type and efficiency of the space heating (or cooling) system. . CARLSBAD S.F.D. & DUPLEX SUPPLEMENT New residential units must be pre-plumbed for future solar water heating. Note that two roof jacks must be installed where the water heater is in the one story garage and directly below the most south facing roof (City Ordinance No. 8093). Note that two 3/4" copper pipes must be installed to the most convenient future solar panel location when the water heater is not in a one story garage and is not directly below the most south facing roof. (City Ordinance No. 8093). All piping for present or future solar water heating must be insulated when in areas that are not heated or cooled by mechanical means (city policy). . MISCELLANEOUS 47 Provide an approved decking material for the deck above the Family Room (include the ICBO or equal approval #). Please revise the information provided in Section A on sheet 8, to reflect the 12" horizontal offset of the second floor exterior wall at W. I. C. and the first floor interior wall between the Garage and the Utility. Please clarify why? the information provided in the Building Permit Application is for 2 Single Family Residences, while the plans provided are only for one house. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes El No U Carlsbad 99-2206 June 24, 1999 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 Sergio Azuela at Esgil Corporation. Thank you. Carlsbad 99-2206 June 24, 1999 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 99-2206 PREPARED BY: Sergio Azuela DATE: June 24, 1999 BUILDING ADDRESS: 1107 Las Flores SFD for Westwood Homes L.L.C. BUILDING OCCUPANCY: R-3 & U-i TYPE OF CONSTRUCTION: VN BUILDING PORTION BUILDING AREA (ft.2) VALUATION MULTIPLIER. VALUE ($) Dwelling 3,048 82.00 249,936 Garage 467 23.00 10,741 Deck 250 12.00 3000 Air Conditioning Fire Sprinklers TOTAL VALUE 263,677 199 UBC Building Permit Fee Z Bldg. Permit Fee by ordinance: $ 1,195.08 199 UBC Plan Check Fee Z Plan Check Fee by ordinance: $ 776.80 Type of Review: Z Complete Review E Structural Only Hourly J Repetitive Fee Applicable Other: Esgil Plan Review Fee: $ 621.44 Comments: Sheet I of I macvaue.doc 5196 *(UrA! City of Carlsbad BUILDING PLANCHECK CHECKLIST DATE: 7//./' PLANCHECKNO.: CB 992,9ô BUILDING ADDRESS: 1/07 Las rel PROJECT DESCRIPTION: O'u1\ S', ASSESSOR'S PARCEL NUMBER: /55 - Jo -/0 - b EST. VALUE: ENGINEERING DEPARTMENT APPROVAL The item you have submitted for review has been approved. The approval is based on plans, information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build. LA Right-of-Way permit is required prior to construction of the following improvements: DENIAL Please sK atio attached report of deficiencies marked wiMake necessary corrections to plans or specifi for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. By: Date: FOR OFFICIAL USE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT: Date: S/7 LI'Dedication Application LI Dedication Checklist LI Improvement Application LI Improvement Checklist LI Future Improvement Agreement LI Grading Permit Application LI Grading Submittal Checklist LI Right-of-Way Permit Application ENGINEERING DEPT. CONTACT PERSON Name: JOANNE JUCHNIEWICZ City of Carlsbad Address: 2075 Las Palmas Dr., Carlsbad, CA 92009 Phone: (619)438-1161, ext. 4510 CFD INFORMATION Parcel Map No: Lots: Recordation: fl Right-qf-Way Permit Submittal Checklist Carlsbad Tract: and Information Sheet LI Sewer Fee Information Sheet A-4 CA 92009-1576. (760)438-1161 . FAX (760)ia69 BUILDING PLANCHECK CHECKLIST / SITE PLAN 1S 27" 3RDI 1. Provide a fully dimensioned site plan drawn to scale. Show: North Arrow D. Property Lines Existing & Proposed Structures E. Easements Existing Street Improvements Right-of-Way Width & Adjacent Streets G. Driveway widths )' 1" L 2. Show on site plan: (9 Drainage Patterns see 1 3 Building pad surface drainage must maintain a minimum slope of one perceht towards an adjoining street or an approved drainage course. ADD THE FOLLOWING .NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building." B. Existing & Proposed Slopes and Topography Include on title sheet: Site address Assessor's Parcel Number Legal Description For commercial/industrial 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. EXISTING PERMIT NUMBER DESCRIPTION DISCRETIONARY APPROVAL COMPLIANCE LI LI LI 4a. Project does not comply with the following Engineering Conditions of approval for ProjectNo._____________________________________________________ LI LI LI 4b. All conditions are in compliance. Date: H:\W0RD\D0CS\CHKLST\8u0d1ng Plantheck Cklst BP000I Fonn JJ.doc 2 Rev. 12/26/96 At I BUILDING PLANCHECK CHECKLIST DEDICATION REQUIREMENTS ND/ 3RD/ 5. Dedication for all street Rights-of-Way adjacent to the building site and any storm W drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ , pursuant to Carlsbad Municipal Code Section 18.40.030. Dedication required as follows: Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 1/2" x 11" plat map and submit with a title report. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. Attached please find an application form and submittal checklist for the dedication process. Submit the completed application form with the required checklist items and fees to the Engineering Department in person. Applications will not be accept by mail or fax. Dedication completed by: Date: IMPROVEMENT REQUIREMENTS U U 6a. All 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 $ , pursuant to Carlsbad Municipal Code Section 18.40.040. Public improvements required as follows: Attached please find an application form and submittal checklist for the public improvement requirements. A registered Civil Engineer must prepare the appropriate improvement plans and submit them together with the requirements on the attached checklist to the Engineering Department through a separate plan check process. The completed application form and the requirements on the checklist must be submitted in person. Applications by mail or fax are not accepted. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of building permit. Improvement Plans signed by: Date: U U U 6b. Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $______ so we may prepare the necessary Future Improvement Agreement. This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit. Future public improvements required as follows: H:WORDDOCS\CHKLST\BuiIdin9 Plancheck Cklst BP000I Form JJdoc 3 LPJZ1 BUILDING PLANCHECK CHECKLIST 1 2ndl 3rd/ Enclosed please find your Future Improvement Agreement. agreement signed and notarized to the Engineering Department. Future Improvement Agreement completed by: Date: Please return No Public Improvements required. SPECIAL NOTE: Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy. GRADING PERMT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11.06.030 of the Municipal Code. U U U 7a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut, fill import, export). U U U 7b. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted together with the completed application form attached. NOTE: The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit. Grading Inspector sign off by: Date: U U 7c. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) - U U 7d.No Grading Permit required. - U U U 7e.lf gradind is not required,-write "No Grading" on plot plan. / MISCELLANEOUS PERMITS U 8. ARIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way. Types of work include, but are. . not limited to: street improvements, tree trimming, driveway construction, tieing into public storm drain, sewer and water utilities. Right-of-Way permit required for: . S BUILDING PLANCHECK CHECKLIST H:\WORD\DOCS\CHKLST\Bujld in9 Plancheck Chist BP000I Form JJ.9OC 4 Rev. 12/26/96 I 1 St./ 2nd/ 3rd/ A SEWER PERMIT is required concurrent with the building permit issuance. The fee is noted in the fees section on the following page. INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad sewer service area, you need to contact the Carlsbad Municipal Water District, located at 5950 El Camino Real, Carlsbad, CA 92008. District personnel can provide forms and assistance, and will check to see if your business enterprise is on the EWA Exempt List. You may telephone (760) 438-2722, extension 153, for assistance. Industrial Waste permit accepted by: Date: NPDES PERMIT Complies with the City's requirements of the National Pollutant Discharge Elimination System (NPDES) permit. The applicant shall provide best management practices to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas. Plans for.such improvements shall be approved by the City Engineer prior to issuance of grading or building permit, whichever occurs first. Gr Required fees are attached Q No fees required H:WORD\DOCS\CHKLST\Buildng Piancheck Cklst BP000I Form JJ.doc 5 Rev. 12/28/96 ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET Estimate based on unconfirmed information from applicant. S' Calculation based on building plancheck plan submittal. Address: ((07 Lc'-c R cw Bldg. Permit No. 220 Prepared by: . Date: _______ Checked.by: Date: EDUCALCULATIONS:. List types and square footages for all uses. Types of Usef- Sq. Ft./Units: EDU's: Types of Use: Sq. Ft./Units: EDU's: ADTCALCULATIONS: List types and square footages for all uses. Types of Use: 9. _ZsJ Sq. Ft./Units: ADTs: SM Types of Use: Sq. Ft./Units: AOl's: FEESREQUIRED: WITHIN CFD: 0 YES (no bridge & thoroughfare fee in District #1. reduced Traffic Impact Fee) 0 NO 1. PARK-IN-LIEU FEE PARK AREA & #: FEE/UNIT: X NO. UNITS: . = $____________ 2. TRAFFIC IMPACT FEE ADTs/UNITS: X FEE/ADT:._________ ZONE TRANSPORTATION ADT'S . X $10 =$ 3. BRIDGE AND THOROUGHFARE FEE (DIST. #1 DlST.#2 01ST. #3. ADT's/UNITS: X fEE/ADT: =$___________ 4. FACILITIES MANAGEMENT FEE ZONE:_________ UNIT/SQ.FT.: X FEE/SQ. FT./UNIT: =$ 5. SEWER FEE PERMIT No. EDU's: . X. FEE/EDU:________ BENEFIT AREA: DRAINAGE BASIN:_______ EDU's: X FEE/EDU:_______ 6. SEWER LATERAL ($2,500) DRAINAGE FEES PLDA ___: HIGH _______ ACRES: ._I_& X FEE/AC: = $ 31_7._?6 TOTALOFABOVEFEES*: $ *NOTE: This calculation sheet is NOT a complete list of all fees which may be due. Dedications and Improvements may also be required with Building Permits. 'PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB Address t(cfl (iS -tôrCS Planner P Phone (61 9) 438-1161, extension 432.-c APN: (404 n Type of Project & Use:'t'R.. pfi.t (Net Project Density: DU/AC Zoning: -3 General Plan: __4k Facilities Mahagement Zone: CFD (in/n,it # Date of participation: Remaining net dev acres:______ Circle One CV :M U (For non-residential .development: Type of land used created by ; : this permit: , 'Legend: Item Complete Item Incomplete - Needs your action Environmental Review Required: YES NO TYPE DATE OF COMPLETION: V Compliance with conditions of approval?' If not, state conditions whicK require action. Conditions of Approval: Discretionary Action Required: . "YES NO TYPE APPROVAL/RESO. NO. DATE PROJECT NO. OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval:____________________________________________________ :• E Coastal, Zone Assessment/Ccimpiince Project site located in Coastal Zone? YES V NO ' CA Coastal Commission Authority? YES NO V V V If California Coastal Commission 'Authority: Contact them at - 3111 Camino Del Rio North, Suite 200, San Diego CA .92108-1725; (619) 521-8036 Determine status (Coastal Permit Required or Exempt): Coastal Permit Determination Form already completed?' YES____ NO____ If NO, complete Coastal Permit Determination Form now. - Coastal Permit Determination Log #: -_3o Follow-Up Actions: V Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans). Complete Coastal Permit Determination Log as needed. ' V Ell 7 Inclusionary Housing Fee required: YES NO (Effeôtive date of Inclusionary Housing Ordinance - May 21, 1993.) Data Entry Completed? YES NO (AIPIDs, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE)) Site Plan: Provide a fully dimensional site plan: drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-âf-way width, dimensional 'setbacks and existing - topographical lines. Provide legal description of property and assessor's parcel number. Zoning: Setbacks: -. Front: Required Lb Shown 2 t Interior Side: Required S Shown Street Side: Required j Shown I b' Rear: Required 10 Shown Accessory structure setbacks: -. Front: Required Shown Interior Side: . Required Shown Street Side: Required Shown Rear: Required Shown Structure separation: Required Shown Lot Coverage: Required Shown Height: Required 3b' Shown 7 Parking: Spaces Required ,.. ('g&_. -ç4 - Shown Ll Guest Spaces Required Shown Additional Comments_______________________________________________________ OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE" MAY-14-9 62;27 PM LC1.CORPORIlTtOH 1.0 PCOWORAMON 5+949 37• P.02 May 14, 1999 Mr. Chris DeCerbo Principal Planner Planning Department City of Carlsbad 2075 Las Palmas Drive Carlsbad, CA 920094576 Tel: (760) 438-1161 ext 4445 Fax: (760) 438-0894 File No. car1sba5.doo RE: 1107 LAS PLORES, CARLSBAD, CA.. SUBSECT1 EXCEPTION FROM COASTAL PERMIT Dear Chris, Thank you for reviewing the above referenced project. I received your message rcgarding your discussion with planning director. This letter Is wrItten to confirm that lot 12 in block 4 of Sunny Slope tract of Caitsbad (coma lot) located at above address is exempt from coastal permit requirement due to existing house being remodeled, however it was your determination That lot II of the same tract (interior lot) is subject to coastal pernt process. Please Initial below to concern with above confirmation and fax back to our Lancaster office for our records. We will submit the application package for coastal pernits for lot II shortly and look forward to working with you, Sincerely, 4 LQc( e ft- iS roe rz Kamyar Lashgaii, AIC? 4) (3 Vice President LCI Corporation 42.157 St West, Sulu 205 Lancter eaIifoIu3 93524 *O5t)47761 FAX 50519494779 %665 W. Ptatnigo PA, Suit. 2006, Las Vegas Nevada 89117 102/933.2026 FAX 702832-3180 i s ' Od 6908t ON XJ 3a WOO Gt8S13 JO Allo l:T ia 66-l-Ak3W FROM : HANES AND ASSOC IflTES PHONE NO. : 802314 Jul. 07 1999 12:57PM P2 (Z FROM HNES AND ASSOCIATES PHONE NO. 8e57231734 Jul. 07 1999 1257PM Fl ID ec i" i1 ôAL-' I LT p I R 4 g, t-L'i4 rL9-" AJfi?1 /J, Exp. 06130/00 CIVIL I . 39?2zcc. 1 94i : v u V - - - . I In In In 000 'floe - N - ',\'i: (l1r124P ( N N N N N N Nfl'. -r'- L-2 , _rI4f r---1 rr ''1272 • eLl • •__________ -p. ):7fr2 L_-2 L.W' 1-ow.', 4, ri A~22-141 50 SHEETS 22.142 100 SHEETS 22-144 200 SHEETS rtri7i r r,r(t tt '1 : ; k4 ¼ r. !. 5 w ' '' .. ..,IL vi — d 4 1 V16 0 o • ..- -....................-.- .--.-..- --.- ---s '•Sj ,SJSS H S . S - . •5 55 — i—. - C- S O - S : V — H ....... fm .. . . . . S ——— — - - It - . . . r — — — - — 0 • S —% — - — . 51.51 .......................,': Cs çs ç ç ç. ç ç- E . ' ................. . ..........--•--..-.*-.S".-.---1--.S-.--..------.-...- . :..)... ....... j. S •. .•:°• . • . Pv, Q- .L .w 1M ' Vr c3 T' , )V77p- ''': \iIL t41 ".3 ¶0. to 1 :TI I lill MIRE I a =,Rl, -7,t Lr - I I r 0' .., ''.;, : L 5) H -t- icc -tt IL lb A C# ) 2 ''t- 1- -• . -. - . V 'V .V . .._I: ... r v c Cal r\ '2 s4— Q tc- rF .' UUcL i4 L' --4- 2 74 -. c . 4~-7: ., .. I )... Lt'i .- - -- - 4 . . 4 i5t / -9 Si - ':- ----- \ c ) - - ___ ___ i4 ______ /8" STUCCO OVER LATH PAP ML-BACKED 16 GAUGE r.PI.ES AT 6" aATENAUDIG (s KAZr9 - ).C. AT TOP AND BOTTM PLATES. EDGE OF SIAR WALL AND : iso#r ro.c. 3/8" AM RATED PLYWOOD wLL.-1 84 COMMON NAILS AT O.C. AT EDGES - AND 12 0.C. FIELD (TABLE 23-1-K-I UBC) 260#/' 4' O.C. - 3/8" AM RATED PLYWOOD WITH 84 COMMON NAILS AT 4" O.C. AT EDGES AND 12" O.C. F.D (TABLE 23-I-K-1 uBc) 380#/' 3" o.c. 3/r AM RATED PLYWOOD WITH Sd COMMON NAILS AT 3" O.C. AT EDGES AND 12" Ô.C. FIELD (TABLE 234-K-I uBC) '- 490#/' 3" O.C. 15132" STRUCTURAL I PLYWOOD WITH lOd COMMON NAILS AT 3" 0.C. AT EDGES AND 12" O.C. FIELD (TABLE 23-I-K-I uBc) (") 665#1' SEE PLAN 15132" STRUCTURAL I PLYWOOD WITH lOd COMMON NAILS AT 2" O.C. AT - EDGES AND 12" 0.C. FIELD (TABLE 23-1-K-i UBC) () 870#/' SEE PLAN SHEAR PANEL TYPE 8 SHALL BE APPLIED IN ACCORDANCE WITH ICB0 REPORT #1318 JULY 1996, WITH 16 GAUGE GALVANIZED LE WiTH 7/8" LEG AND 3/4" CROWN (WALL SECTIONS HAVING HEIGHT TO LD4GTh RATIOS IN EXCESS OF 1112" TO 1" SHALL BE )CKED). PROVIDE 3" NOMINAL OR WIDER FRAMING AT ADJOINING PANEL EDG E S W I T H NAILS STAGGERED FOR. SHEAR PANEL TYPES 13 ) 14. V VVV •V VV -- - -V - -: VVtV• • V -: JVV-V_ V:. -- .VV V _VV -_ V ~;* all s_w tk1_ ' (, p -k - --. _ C,Pvvj JL 'cLev'L (Ud4.49 1 V V. .1v. :3. ), IL 4- 'I' 0 lu If I c + ' . ---------. • -------.,. / c i 5 t- S w1 $t c L\VW -o r1 WP\S fcpj Ucc,?i s-",.1'4 '• t•r-I -* c:cc*4-1 s1rf 0" tQI . . . ..- .. —1 - - - .. - '. . .. ..• ___________ -- -' . .-'-- (J) /y C:• ;f; HIT 14- t -. .. tW4 EkO S - -- t - - :..•. . . . - :.1 .... . . - - ... WIOPf4 - -- '-'- V V - . . -. •V : . .:-. - :V : - -- - - - ------------- r . - - - rl .Q . t):V /00, kj _. - ___ a i - __'l1 •*) 4.1 1L S(/-1r _ — x - TT1TTT fr — ___ \SD&. .- - - 144. \(L A\ 4 4:s c u11p$r oF' 'j/ .t c.%r, \ _(Fa~o :7t - cfC. - 4. ( t :3•1 C,ItS .' ..:. -. •.• .. 11-1.6 -# - A r 4 tfz7 i . . . . V •- d , s -4 L 1.4' 9? -Th 42-381 SO SHEETS EYE.EASE5SQUAJTE 42-382 IOO SHEETS EYE-EASE5SQUARE 4'NationaI9Brand 42-389 200 SHEETS EYE-EASE 5 SQUARE A 42-392 100 RECYCLED WHITE 5 SQUARE 42-399 200 RECYCLED WHITE 5 SQUARE us A / • • Nr r ,-• I. -- - JL _ \, C - •"- • - S • S .• • j — S 0 .5 - U a - U U I IRUUUR UIIUUIRUR UUUIRRRRI URRRU I I I I I U I.:. ••j. : :- .. 1. a ••--• II ..-. • . • I 'U.'. i*iiiaRJ hN ME UUIIIUIR 1111! RU'. 111 • II U • au.m. 1111 II U U RU . 1111 II • • UU I UU UI'. 1 U U•UURUR al••• U a UUUI U U U III III 1'. lull III RUI' - RUUIRRIIUU*UU • UU ' UI I UUUIRUUIUIU UU'.RIUUIIRIUII UUIIUUIIUU UU UIRI U 111111 UUIU RI U UUIIUU IUIlIU•URU RI RU1,. r IIIIIiIT OR U UUURIUU U I URUUUURRU ••U on UI 1111 I IUffl I III U ..0 iiiI!I..:!IIIiIh.. Ul UU.JNjT Jr UU UIIIUUURIIUIRIRIRRURIIUIRIII...11l.RI. UlUUllIIIIUUUR IRUl UIUI . Room Umom IIfluuu IIIMEN IURUUIRI•RUUUUUUU mom IUIURRIUR.RU.UR NONE III IlIi II I. 1UIUIIUU'.UUIU IR a jrnm UUU_I'.IIURIUII I UU U RU U UIURIUU.IUJI.IIU U • IRUM UI RU U'. I IRUIRU U IRURUl uIfflhiI U I • U UUIU U UI URIIUIUUISM U JUU'. U UUURI I I 11111* RUII - • L.. - -- - - F Job Hanes & Associates, Lcaster, CA 93534 (BP) 4.0-32 s Jun 9 1998 MiTek Industries, Inc. Wed May 1908:18:29 1999 Page 2 LOAD CASE(S) Trapezoidal Loads (p11) Veil: M-145.6-to-E-175.6, E.1756.toN.145.6 4)2nd unbalanced Regular: Lumber Increase1.25, Plate lncrease1.25 Uniform Loads (pit) Veil: A-6-28.0, B-C-28.0, C-D-28.0, D-M-60.0, F-N-60.0, F-G-60.0, G-H-60.0, H-1-60.0, B-L-24.3, L-0-24.3, O.P=-24.3, K-P-24.3, K-0-24.3, J-Q-24.3, H-J=-24.3 Concentrated Loads (lb) Veil: D=-680 F=-680 Trapezoidal Loads (pit) Veil: M-145.6-to-E=-175.6, E-175.6-Io-N-145.6 Truss Truss Type Qty Ply L.C.I. - CARLSBAD PROJECT 9971 BH CAL HIP 1 1 -Ci y z 1928. 17rri 9-30-01 PN:'1L. PLAN: ALS, - ELEV:IAU PG' * * ENGINEERING DRAWING GENERAL NorEs: IVI I) CONNECTOR PLATES AflE AI'PLIED.TO EAch SIDE AND ARE CENtERED OItAWN BY: A? Oil oJolNr UNLESS OIlIER WISE NOTED. . & OF DENOTES CONIINOIJS U LAfEflALnflACSNGflEQU1ñEuIN. DATE:S - STALLED BY OTHEHS.SEE TPI RECOMMEUDMIOUS. 3) NO MEMDER OF THIS TRUSS'MAY BE cur wiruout PRIOR APPROVAl. PHOJECr: OF AN ENOI1JEERINa REP HESENATIVE. . ANES Cl 4)WIIEflE 140 fllat) CEILINOISM'PLIEl3DhliECrtY1OIIIESrnuclUIIM. SaA-1) V.2r vc. nc r Job Truss Truss Type Qly Ply L.C.I. -CARLSBAD PROJECT 9971 BH1 . CAL HIP I 1 Manes & Associates, Lancaster, UA 9Jb34 (t) 4.0-J s Jun V 16 Mi ek inausirtes, inc. vvea May 1 uo:i:Ju lutiv i'age 1 7-6-1 . 7-1-11 12-0-0 16-0-5 165jI5 24-0-0 1-0-0 7-6-1 . 0-5-19 4-0-5 4-0-5 0-5-10 7-6-1 1.0-0 14 0 3x5 I- 0• 355 3x4 0 0 0 3x4 3x4= 7-6-1 .16-5-15 24-0-0 I 7-6-1 I .. 8-11-14 I 7-6-1 LOADING (psI) SPACING 2-0-0 CSI DEFL (in) (lc) I/defl PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.97 Vert(LL) -0.18 J-L >999 M20 220/195 TCDL 14.0 Lumber Increase 1.25 BC 0.63 Vert(TL) -0.34 J-L >848 BCLL 0.0 Rep Stress Incr. NO WB 0.17. . Horz(TL) 0.05 H n/a BCDL 5.0 Code UBC/ANSI95 1st LC LL Mm 1/defi = 360 Weight: 99 lb LUMBER : 0 BRACING TOP CHORD 2 X 4 DF No.1&Blr-G TOP CHORD Sheathed. BOT CHORD 2 X 4 OF No.1&Btr-G BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 4 DF Stud-G REACTIONS (lb/size) B967/0-3-8, H=967/0-3-8 FORCES (lb) - First Load Case Only . 0 TOP CHORD A-B=12, B-C=-1675, C-D=-30, C-M=-1542, E-M=-1542, E-N=-1542, F-N=-1542, F-G=-30, F-H=-1675, H-1=12 BOT CHORD B-L=1551, K-L=1704, J-K=1704, H-J=1551 WEBS C-L= 193, E-L=-197, E-J=-197, F-J=193 NOTES 0 This truss has been checked for unbalanced loading conditions. Provide adequate drainage to prevent water ponding. All plates are M20 plates unless otherwise Indicated. This truss has been designed for a 10.0 psI bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-94 A plate rating reduction of 20% has been applied Ior.the green lumber members. This truss has been designed with ANSI/TP 1-1995 criteria. LOAD CASE(S) Standard PN:39Tft PLAN: . AU E1EV:14U. .PG# ENQINEEflINO DflAWING GENEIIAL NOTES:.. . . I) COUNECTofl PLATES ME APPLIED To EACH SIDE AND ME cEUIEnED OIIAWN BY: ?.AP OH JOINT UNLESS OTHE11WISE NOTED. . 2)tM DENOTES CONTINOUS U LMEflAL W1ACING 0 flEQUIflEIi IN. . DATE: S STALLED DY OTHEHS.SEE TPI HEC.OMMUDATIONS. 0 0 ) NO MEMBEIt Of THIS TRUSS MAY BE CUT WSTHOLIT PRIOR APPROVAl.. PROJECT: L_. .Cz OF AN ENOIUEEI1IUG UEPRESENATIVE. r 4)WIIEflE NO RIGID CEILING IS APPLIED DIfl 0 ECILY TO TIlE STIIUCIIUtAI. S'j j?f2 liMES & ASSOCIATES 230 WEOt AVE. 1.0 1ANCAS1tfl CA. 0S34 4x(3 le Job .. Truss : Truss Type, Qty Ply L.C.I.-CARLSBAD PROJECT 9971 CH 00 CAL HIP 1 1 I-lanes tssocIales, Lancaser,'M jjq çb) 4.0-j2 s jun v 1b MI I eK Inausirtes, Inc. vvea rviay i v ua:10:jl 1 tPuto 1-2gO 1 .7-61 0 7i11-11 11-0-5 11 5.15 19-0-0 200.0i 1.0.0 7L61 . 0-5-10 3-0-10 0-5-10 7-6-1 1-0-0 3x8= 0 . - 2x4 II - 3x4 3x8= I . 7-6-1 0 11-5-15 . 19-0-0 7-6-1 3-11-14 7-6-1 Plate Offsets ()(,Y): I13:04-2,0-1-81, [C:0-3-00-0-81, [E:04-2,0-1-81 LOADING (psI) 1 SPACING 2-0-0 CSI DEFL (in) (lc) Well PLATES GRIP TCLL 16.0. Plates Increase 1.25 TC 0.83 Vert(LL) -0.09 B-H >999 M20 220/195 TCDL 14.0 Lumber Increase 1.25 BC. 0.68 Vert(TL) -0.25 B-H '887 BCLL 0.0 Rep Stress Incr NO WB 0.08 Horz(TL) 0.07 E n/a BCDL 5.0 Code UBC/ANSI95 (Matrix) 1st LC LL Mm tfdefl = 360 Weight: 72 lb LUMBER . . BRACING •. TOP CHORD 2 X 4 DF No.1&Btr-G 0 . TOP CHORD Sheathed or 2-5-11 on center purtin spacing. 801 CHORD 2 X 4 OF No. 1&Btr-G BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 4 OF Stud-G REACTIONS (lb/size) B=1539/0-3-8, E1539/0-3-8 FORCES (Ib) - First Load Case Only 0 . TOP CHORD A-B=23, B-C=-3235, C-t=-2915, D-t=-2915, D-E=-3235, E-F=23 BOT CHORD B-H=2922, H-J=2915, J-K=2915, K-L=2915, G-L=2915, EG=2923 0 WEBS C-H=160, C-G=1, D-G=160 NOTES This truss has been checked for unbalanced loading conditions. 0 Except as showA below, special connection(s) required to support concentrated load(s). Design of connection(s) is delegated to the building designer. Provide adequate drainage to prevent water ponding. All plates-are M20 plates unless otherwise Indicated. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-94. A plate rating reduction of 20% has been applied for the green lumber members. This truss has been designed with ANSI/TPI 1-1995 criteria. Load case(s) 1, 2, 3,4 has been modified. Building designer must review loads to verify that they are correct for the Intended use of this truss. LOAD CASE(S) . 0 Regular: Lumber Increase=1.25, Plate lncrease11.25 Uniform Loads (pit) Veil: A-B-60.0, B.C60.0, C-l'-145.6, DI145.6, D-E-60.0, E-F-60.0, B-H-24.3, H-J=-24.3, J-K=-24.3, K-L=-24.3, G-L=-24.3, E-G=-24.3 Concentrated Loads (lb) Veil: C-520 D-520 UBC: Lumber Increase=1.25, Plate lncrease1.25 Uniform Loads (pif) Veil: A-B-28.0, B-C-28.0, C-I-68.0, D-I-68.0, D-E-28.0, E-F-28.0, B* H=-44.3, H-J.44.3, J-K-44.3, K-L-44.3, G-L=44.3, E-G=-44.3 0 Concentrated Loads (lb) Veil: C-243 D-243 •0 3)1st unbalanced Regular: Lumber Increase1.25, Plate Increase1.25 Uniform Loads (pit) Veil: A-B-60.0, B-C-60.0, C-1-145.6, D-1-145.6, D-E-28.0, E-F-28.0, B-I-1-24.3, H-J-24.3, J-K-24.3, K-L=-24.3, G-L=-24.3, E-G=-24.3 0 Concentrated Loads (lb) 0 Veil: C-520 D-520 4) 2nd unbalanced Regular: Lumber Increase=1 .25, Plate lncreasel .25 Uniform Loads (pit) 0 0 Veil: A-B-28.0, B-C-28.0, C-I-145.6, D-1.145.6, DEa60.0, E-F-60.0, B-H-24.3, H-J=-24.3, J-0-24.3, K-L=-24.3, G-L=-24.3, E-G=-24.3 . 0 Continued on page 2 0 PN: 11 IL PLAN: ELEV: PG# I) CONNECToR PLATES ARE APPLIED TO EACII SIDE AND ARE CENtERED 0IIAWt4.DY: ON JOINT UNLESS OTHERWISE NOTED, 2) CM DENOTES VQUIINOUS IX LATERAL OflACINO HEQUIIIEI) IN- WE: - I STALLED BY OTIIERS.$EE TPI RECOMMt4DAIION3. 0 )) NO MEMflEfl OF THIS TflUSS MAY BE CUT WIIHOUI PflIOII APPRoVAl. PROJECT: OF AN ENOINEE RING REP HESENATIVE. IIWIIEIIE NO 111010 CEILING IS APPLIED 0II1ECILY 10 THE srnuc:rullM. & CO ASSOCIATES - - 230 WEOI AVE. 10 LANCASlEn CA. 03534 C Job Truss 9971 CH CAL HIP Hanes & Associates, Lancaster, CA 93534 (BP) LOAD CASE(S) Concentrated Loads (Ib) Veil: C-520 D-520 Truss Type : Qty Ply L.C.I. - CARLSBAD PROJECT 1 1 t.UJLaUUuIOPOU,,u, I Cfl flI'JUOII - gi PN:j PLAN: AL ELEV:1._Alt PG/f ENGINEERING DRAWING GEM AL NOTES: i; CONNECTOR PLATES AflE APPLIED TO EACII SIDE AND ARE CNlE&v DRAWN BY: ON JOINT UNLESS OIlIER WISE NOTED. DENOTES COIUINOUS IX LATEflAL DRACINQ I1EQUIIIE() IN DATE: S — STALLED BY OTI(ErIS.$EE TPI flECOMMNDATIONS. )) NO MEMBER OF THIS Muss MAY BE CUT WITHOUT PRIOR APPROVAl. PROJECT: OF AN ENOINEEIUNG REP RESENMIVE. 4)WIIET1E NO RIGID CEILING IS APPLIED DIRECTLY TO THE SIHUCt TIJIIM. vi liMES & ASSOCIATES 210 WED 1 AVE. 19 LAPICAS 1 ER CA. O534 Job Truss Truss Type Qly Ply L.C.I. -CARLSBAD PROJECT 9971 M01 . MONO TRUSS 1 1 Manes & Associates, Lancaster, UA 9,ibi4 F) 4.0-.z 5 JUfl u ivvo mit etc inaustries, Inc. vvea may i uo: uo:.)L rage i ,. . -1.0-0 5-3-0 I 1-0-0 5-3'0 2x4 11 2x411 .2x4 = 2X4 11 LOADING (psI) SPACING 2-0-0 CSI DEFL (in) (bc) I/dell PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.27 Vert(LL) -0.03 B-D >999 M20 220/195 TCDL 14.0 Lumber Increase 1.25 BC 0.14 Vert(TL) -0.04 B-D >999 BCLL 0.0 Rep Stress tncr YES WB 0.00 . Horz(TL) 0.00 0 n/a BCDL 5.0 Code UBC/ANSI95 . 1st LC LL Min I/dell = 360 Weight: 22 lb LUMBER . . . BRACING TOP CHORD 2 X 4 DF No. 1&Btr-G TOP CHORD Sheathed. BOT CHORD 2 X 4 DF No.1&BIr-G BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 4 DF Stud-C OTHERS 2 X 4 DF Stud-C REACTIONS (lb/size) B246/0-3-8, 0=172/0-3-8 FORCES (lb) - First Load Case Only TOP CHORD A-612, B-C=-3, C-D=-147 BOT CHORD B-D=3 NOTES . . All plates are M20 plates unless otherwise indicated. . Gable studs spaced at 1-4-0 on center. . . . . . . . For studs exposed to wind, see MiTek Standard.Gable.End Detail This truss has been designed for a 10.0 psI bottom chord live load nonconcurrent with any other live loads per Table No. 16-8, UBC-94. A plate rating reduction of 20% has been applied for the green lumber members. This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard PN:'fl IL PLAN: i'kfl . ELEV:. a9I I . PG /I I) CONNECTOfl PLATES AflE APPLIED TO EACH SIDE AND ME CEHIEflEt) DRAWN DY: CU JOINT UNLESS Ot?fEflWISE NOTED, 2) CM DENOTES COUTINOUS IX LFIIERAL OfldtCIUO RE QLIIflEt) IN. DATE: S - STALLED DY OTHERS.SEE TPI I1ECOMMENDM1ONS. i) NO MEMBER OF THIS TRUSS MAY BE CUT WITHOUT PRIOR APPROVAL PRoJEcT: L OF AN ENGINEERING IIEPflESENATIVE. l)WIIERE NO fl101D CEILING IS APPLIED DIRECTLY TaTtlE SrflUcrUtlM. CIVIL 0 o, C IlAHES & ASSOCIAIES 230 WEOI AVE. 1.9 LANCPSlEfl CA 03534 ABBREVIATIONS AA AT71C ACCESS BC BOTTOM CHORD • BK . BAKING 8K0 : BAKING BM BEAM BO BY OTHERS • . &RG . •. SEARING CANT CAt17LEVER 0 C.8.0 CON VENT1ONAL BY OTHER CONy CONVENTIONAL OP. BM DROP BEAM OBLR. . DOUBLER FL BM FLUSH BEAM FA-t) . FORCED AIR UNIT GET : GABLE END TRUSS. GO GABLE OVER V CT GABLE END TRUSS 0 MGT MONO GABLE TRUSS NTS NOT TO SCALE OH - OVERHANG OPT OPTIONAL PTS POT SHELF 0 55 SET BACK 0 0 Sc 0 SCISSOR S.L SKY LIGHT SPEC. . SPECIAL SOFF 0 SOFFIT 0 SiB STUB ST 0 STUB. •. 0• - • T.0 TOP CHORD O 0 0 • • 17? • TRUSS • 0 0 0 UNO UNLESS NOTED OTHERWISE 0 VT VENT • 0 JOB PN fI.230 WEST AV L-9 ABBRE'i1A77ONS 0 rJ EW LANcAS7ER CA. 93534 PH, 805- 723-07.79 ROOF PITCH SCA!.E ROOF MAlt. PH FAX 805_723_1:734 . ABBRV. 0 • 0 0 • DRAWN BY: • 1 CHECKED BY! • 1 P.&W I;. rvl ,0 17 • • • . • Uj— ti . 1'• , ii . mO /1 1/ mU) __cJI II II . OC II II • .iH I '0 I C -UI—.. o C) • C -n r to 0 PO H 4. —a oIl . p H C C) H C - I-I- H C (I) (I) n ltvs ANO ASSMA7M.- JOB TYPICAL GABLE TRUSS L3 ANO LANCASTER ..CA, 9354 PH. 805— 723-0779 ROOF PITCH SCALE ROOF MAIL PH FAX; 805-723-1734 SHT2 - nfl SlIMS COMMON OR - CC) CD / ?JS •4_#/ Acc _ -4 COMMON TRUSS - GIRDER - TRUSS GK... co TERS cg ul j :T::.I1 ! MLIN SPAN :i TRUSSES RIDGE BLOCKS BEARING . .WALI.S.. i COMMON TRUSS RIDGE SUPPORT FOR MAIN SPAN TRUSSES PLAN VIEW E-rAr1. ( TRUSSES DOUBLE 2 x 4 PLATE / - PLYW SH Q. EA •• - MAX. RkirK SPANS fl ITHDUT SUPPORT 2X6 - 12 ELEVATION DETAIL® p fill TYPICAL INSTALLATION OF PIGGYBACK SECTION (CAP TRUSS DETAIL) 45e GOI . i._-.__ I .PP0X... .201 . 2 x z ACE . ./_ -. - X 4 Lit SPp0ET_!'OR p .uss • -. . . . . )2[\\ / PLYWOOD ROOT SEEAT3tNG TO - 1ILING S P ITCSNS 1 2 4 -SEA TO =p I-R0ED 0? ?T_1?0P s= ?L.T-?0P TRUSS cw ______________ . •.. - .. co co co CAR MOSS LA T OP TRUSS TO 3E DSJGNED DESI.2LS .A COON TRU .. • AS A COMMON EXCEPT TOP CHORD OT - • - Q ppp• : . • . • BRACED WITH PLYWOOD SHEATHING .. . U. HORIZONTAL BOTTOM'cHORD PANEL ADJACENT TO' SCISSOR AREA IS 'CONSIDERED "NON-STRUCTlJRAL, SINCE IT ONLY CARRIES' CEILING WEIGHT. AXIAL FORCES ARE TRANSFERED THROUGH. WEBS LABELED "WEB j'AND "WEB 2" INTO TOP CHORD AND BOTTOM CHORD.',. SINCE THIS PART OF THE. BOTTOM CHORD IS CONSIDERED "NON-STRUCTURAL", ALTERATiONS MAY BE MADE SUCH 'AS, ("UT11NG IN THE FIELD, DOES NOT AFFECT THE STRUCTURAL. INTEGRITY'QF THE REMAINING TRUSS. FIELD CUTTING OF. THIS PANEL ONLY IS ALLOWED. ' THIS BOTTOM CHORD PANEL' IS NOT TO EXCEED 11 '-0" SPAN. r II C19289 EXP. 9-30-01 )J vx -- A IV6 t-S i?ôc "° 2 POINT BEARING 230 WEST AVE L-9 ' ' PAR71AL SCISSOR DETAIL EUV S LANCASTER' CA. 93534 ' PH, 805-723-0779. ROOF PITCH SC" I ROOF MAIL 1PH FAX. 805-723-1734 , ' WE 16 Or 4 TOP • - --- -- fr - ml H LAJ LA- ZX4 RJD&.E £L#C& L AP& j -:----- -. • pj.ç7-. ••11[i p BR 14 CTh'G DETAIL' ET4tL ® 1. 5lCf.1 LoM5: m LE gooF L..Oppr ) • MPPI 2' xpa5c'TE 15F pE514 . Lu o) cc, t3i t4 UD 'w ) rrl r11 kl~A, S' 1A= S.. S S. •S ç O8 PLAN I11ft/ C19289 11 IJ3O WEST AVE L-9 STANDARD F.A,U. DETAIL ELEV EXP. 9-30-01 I ( LANCASTER CA: 93534 - PH. 805-723-0779 ROOF PITCH SCALE ROOF MAIL FAX 805-723-1734 . SHT 7 DRAWN BY: I CHECKED BY: I DATE ER ti-o LL 1J .. - -- - •f.N., . .. • x IL AL AD ISO F c I 2-x LADDER ELKC 1 FR. 30 tx OP.NS • .. •1 • ... :.: E CE)LiN(= . . x _ co q' .. • . I I I • 'I N Q•• :. Ziv L WY41' (D.C. • 0. C I - 0 - • ..: - LLI - • • . 0 z (1) r r 1 t 1:: JOB ptm qj I1( )'C19289 11 I1I 2.30 IIEST AVE L-9 LEDGER DETAIL EM 'tXP. 9-30-01 1 J tJ LANCASTER CA, 93534 *1 PH 805-723-0779 ROOF PfICH SCALE ROOF MA1t PH FA k 805-723-1734 1 sI1T,9 . S flRAWN RV I r'Urr.vrn . Ih &,r P to c) 111 to rri C) JOB PLAN N r SKA N UT_A~ >S ~6_A 1ii( V 'C19289 11I S I LANCASTER 230 I'/EST A YE L-9 . GABLE 0R ALT. EXP1 9-30-01 I J CA. 93534 *1 PH, 805-723-0779 ROOF PITCH SCALE J . ROOF MAlt. J PN 09 Ayr FAX.805-723-1734 S S SHT. 10 DAlt DRAWN Y: I CHECKED BY: I 9-30-01 j . •55 . S . = OR 2 PLY - \ . .: .. C!V- HIP TRLSS 0 OF CAt - E. .t'4 JT 1 .- .••......•• •• -. . . .•. £1) . TRLiSS: C- -. 'N- - •• •ppi. 10 i .,' ••.• U I I T=i= •: j2L—J r - t.... i1— J-\ 1RU5$Tr - - -L-L_ _LL_1_ .) -.. .- .• . •' a- e) . cn PLAN . A Y - SPAN co V7 aj) •• -\ - AO MIZ4) . - •)_). OR 2 S j/ 4w HI? TRUSS C A-350A-3 SCi SSc ACi TRUSS S.C5. DETAIL B 5EE DETAILA oR YC. otNE.CTlt4 '- •°•• CiSSck .AC- 7-RUSS C.. (j D E TA I L C. 5 EE BETA L A ... FORT- C. CoNC!oN w I 3 - -- . GIRDER TRUSS 2/D X I 1/2 HIP 7Ri -1-FLY OR 14I• . S G. w . S. Lu S.. Lu. co o t -) a 0 .1* . . . . . . .5.. HIP TRUSS S . .5.. .5 Lock 1-PLY OR 2-PLY . . . \ MEMBER ON 71-fM HANGER (71-IM-2 IF 2 PLY DETAILA . NOTES: i) COMMON JACK MAY OR MAY NOT BE.. NEEDED DEPENDING ON SPAN 2) SEE SIMPSON CATALOG FOR HANGER CAPACITY -- 0 a- PL Y. 1Ru55E5F: Nor PRoji t)C CALC5 YAflT$ RCH PLY TO Tit! NEXT WITH lOtt MAILS AT .INCHlb O.C. THRUOUT ALL CHORDS AND Wfl9. FASTEN EACH BOTTOM CUD WITH floV() lOti NAILS AT INCHES O.C. INTO .EACH CHORD OF !7tCH PLY. cc pcFIb I rRu5S CALC. FcP-. l,tDpv,I:,ljAL yRt1S. 3-PLc TRUSE. Nor OM EN& FASTEN EACH PLY TO TIIS N EXT WITH lOd NAILS AT INCH O.C. THRUOUT ALL CHORDS AND WUS. S FASTIN 1ACH BOTTOM CUD WITH . . ROW(S) lOd NAILS Al INCHES D.C. INTO EACH CHORD O? EACH PLYa -PLY ¶RU5;': NorE.. IROM : DOLT THE BOTTOM CHORDS TOO!TIINR WITh 1/2 iN. blA ASTU ?-61 DOLTS WITH , NUTS AND WASHERS EVERY 5 PT - 0 in. ALOUD LHOThI IN At.. C3 STAGGER NAILS TO AVOID SPLITTING OF WOOD. 1085ffl e.o F . .,. -1 MUL11PL PLY. 1USS,5. NO.. DATE DESCRIPTION flY l w SCALE DRAWN BY I DATE REVISION ... i ,, S S - .4 I" vi -14 lo iML1 70 -1 IV ' )1 - 1 I - • ..'•• ('I.it ,:.. • •i, ••.'-'•, , • • ••..••.;; •; tL.ôOr t?*Ll U i 1ASOMPTION RE VISION iL tIa.PAfl.ItA$ - CALt •- •• - 1ii - ___ • •BS 'I - 9 & 1 I .•I•g4. I rWs t4&t x'11-j t),kAG~rc ,44t. LL j J lb ) VA4Jb1trD r'r cILId, CTS Itkft Jb41-JrY A'tV .c Jb2)pP. ")'JO'J FdiiJt. iikJ 4iJ1%p iinbH i4*0 &Jct-I uJ ii-h çc' i4o44 rorjc*1 e4-b -ki L-, fl1a kri&L .4-rrr 4 iI. km '1J I-LD cthi ,. c-kfr j. ]ro JLd -ro tEt- frluJlfrlLlt'Ii UtI 2.; 11 L6 5PAN 4). J4J ISLL jd 11141 qAt'."I 11, A#ro- koz dndl P,~tp, sgih L 4r4 A1i cJ, tr:iH i1'Ici: LIijt 4A U'-o" 'AC1J6, 5, IF SorFtT FPAJ FW ô DOEID trc,At a RTrAi-)ED CF DPYRdS . kim-I ':2-c4 NAi $-5' AT EACH /c,c P11- 6'o\ 1~1':; .x (U I trr, I" \ * / N'ALFc1/' /'çko I: j (j,t\LtI \.. ... c. It ii fI4(rfl,Fri 1 1 U40 ZVI ;H - 1 , ., . •0 0• S ••S•• 4 8 '4 Ii 9 th 5 c 30 * ( 9929 S. \i),.. VIL C/LIFO\' 4 . & . — — - ft / 0 LJ U H •0•.•, 1 101. VI p fq 6co C) Lu Er 19213 9 sto 70 _ 4 J H0 0 •f Li . n o. .00 •0 o •0 Hi_ri ;: :, . •.. •.; InQOICH • JOB • .. . ....... • PLAN t'AtflI1io,J o DATE DtSCflIP110I4 . By SCALF • • bflA*N Y bAU REVISIlL. 1 noor MAn. 1 ION ii I r....... . Il H • t12 1JRACJN WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS 0 TIIUSS PLATE INSTITUTE, INC., 1070 linwir c.treliiily wood truss., ops desi9rtof anti latwicaterl, ill 11t1 Ii ii stab, In ik. final eteclino voted Noting of a tool or lion. iyaletrr. It I, it hi, ethical iloe of co.ttl,nr.Ilon that nin..y at lips really tiguiflcanf rfet19i1 aiiit.npttouts ale tuthtt fulfilled or 1911n1er1. If fgiinted, liii conse.;lnncol may ,otft in a collApie of lit, lltu,ctu.e which at I N Tfl 0 DUCT 10 N Iwit it • tititilinflol iiss of limo tint loStet al,, Intl nnf.kli at mop tl Could letiill It. . foil of lilt, fir lenttIhint, of liii bnlirrolil sAIt1V of I jurvietily ittacerl tool tytiern. the aplsatenl lath of hiiowletlit of how, witon. Intl whets to h,ttl.ti ateqtisto it,aehti, anti In the inteteti ot public uliy, the istit, ri,,0 ln,t.ut,i. tmt., to eonniltallnn will, It. Cnrnwtneol bf,intlact,ir,t, Coitnchl mettiltet 'I't', lots tuttle, tabete the fiiefiaalion of lila. 110010. trtt,itlalion s, 5u1it1arp1101 contents ain't it fir arol tense. Sty Its, I ri I oel,,tkst Auloitn.y Cnnrnnt,It,n lcnent'nitliig a tnen,laosl.ip of line ettlof lli,,ct,s,al fltqitnn,, .1 ,oei,uI,e, mint Inn ..m.- .1 r.nr.tpatiie, tents. $nntaiinn ci Its academic cnmnnuniiy atiti buiq.ctntttit nnn..sril.q nusqlnee.nl haw. tt linen riennioti In iii, elton, r,nnt,iluailnn with tip, in Conni.,n.nt Manr,t,tttireti Cn,in,il Ira, ,,su,tielf in 10n,).,.1 macheat field hu,itilhiiigatisi e,rr.tlnn IniolsInint been a ,tsattre, foctit; lnrltuilnnn Of Int.lesliution trc,,mrr,r,tttail,,,,, lilt on sits hattuhhh,.ui anti y,,tflurn 1anuniunea it one silted I"nIl of liii en,ttsihlaiiitnn, ft Is PIA No in iiniy Ititilter a,nl enia,gsr iitroti these let,tatly, •ecorrnnnrohttin,ut. Wl,lle lba tecon,nuenil.,rlon, lot hi acIng contained fetch,. ate mecluno,.hty sound, If I. not lisiesolcef that Itiny in, eutitidered list eaiy a,,. half lot litacing a toot nyttem. Wait?,,, sl,nu,fti itt.,. recommends. hoot I', lnh,stnretcd of tuptetbon In of a iloonlarul IllAt ,nuf,J entceistify In, trttfetrenf In line of an arclshlrci't or ongintet's ,hctlgn lot hitting lot a particular roof system. Those netnmnren,fatinnt for f,radnp wood tussle, oitgbnslo from the crnttdlino enpethenca of ita.1in9 fetfunical tinrssronil to If,io wood int'l bisduiih.y, tripl trnl,tf, diii to the snOluhe of tetfntrtiliIIliloi hi,n'oioeii. 1i preseni.d only as a puWe for line iiis of.m njitalif led hrn,ih,?inf tln,l1net, fni,lt.fr.r, or election conliaclot. ll,i,i, lfi• liii,, I'ta?a toil blush. earnestly tbltn.fiinit any rett,00sit.ittly lot d,mnoea sitting ftt,pn the tiso, atitillta. lint, or ittianti on this ,ocorutneiidatioitt and fohs,,r,iahbotg c,rt,luiiied herein by hiillihhnq desIgner, r,r by •nection conhractoel. fie latin f'fafe Institute "flalgit Stn,ehfscaibotil for tlylth Metal P1,1. Ctjiiiiccletf Wood fat,,,,,' ats iatnrintrneitifc.f lii, flop fiction of fiufioiiliiai worrrl truss., of ttitpchittaf ct,itipn,ienl, only. Late..? hiraciin. A, only her t.'lsslteif fiy rintlgn it tesfitto finch ling ttitytls of tnilini,fuii I,,,., eniiurril.r.i, It a front iii it,d w'irnrd itist, .10,19n a ii 11,0 -only fnadng trial will Ito Ipetihied on it., 11,551 design. tliawini*. I. aictol ii.nctis Ii is, I,, ..ipiilie.l In to.. tin, siochlierf and i,,,t.hlenf at hot funattnn •,roeilfrnf or. its. t,i,,I ainnlptr rl.awi,,9s by true iasitiien or ereniirtn Otnnr,adlfl.. I Ice fttslt.Iing uletign.e. iv lntitetint mull ant,, tilt, 11.4 the itnecilio.i l.te,at ii.acinq is ,ttnta'niy l,intahleif so,5 ihiuf tilt, loaning Is sufficiently uilciin,e,f in veil, uote,i try ttia9u,,tat ha ads., in invent Ii, ssrflttnitnt. 55wc10 .lrnfgn. aeqiii.er.iei,t, islet, Is nelsisi iinacliiq •nutiol to ar.huuq, te.iiiolc fpt.r.ltiy, dintilstn'Iins, heat walls, art oilier fitoth ii intl .1 etenserttt anti if,r'lt .o,tnnecthnn, in II,, motif itititel 0.511 I,, rnutl,fr.,enf setnutaicty fry II,, building deilgnet. fin sisal ehi,,nnhisn silo, locution, and n,ollreni e1 rnnrn'nffonj for ,flaoo,'al 1tta0c0 as ,.-.l..f in ,esl,i thus fotce,. f)Iagor.at or 5mm bracing I, toennvnnnal',,l In II,s tItanov tntmonl by liii lop cfsnrd,. In lisa plans forme.l by lIta ftoitoun ctsotpin and peiirondiciilar in Ifs, 1,1151 web mctnbic,, is ,iredetf for fIsh overall lIability of liii entitle tlriscf ire. Ti,,,, bracing and connection tidal?, ti,ni,?if its ,ftown oil she building tleilyttces ftsn,Ing plan .5 isarl of 11,1 ,ieilqn tirawing,. fiioe.tr,p n,slctsnls are otti ,iwafly furnhslw,f as ynani of the wood tt,na 1nacba0e, and sttrrufj Ins sup,h1cif by It,. Iniiilifer at I,ecflgti contractor, The bubbler or oreclbon contractor I, ,.,itetiriil,hs lot proper wood ftiin hairthhlog and for ptopee irentrotoly Itt.cfng. ife nmusi asluti that fIts wood Itu1001 att not structurally eiamattesf during •ieclfon and flat Only ati malnfaIntrf In otlg.tmeni lnhfotpn during, ar,pf alfef Installs inn. Teintyniary or ott'lbon bracing may follow, hill not neciputily Ise limited to, ilia building tfoslgrte,'s lulcnfnp plan. 11 Is r000mmfnnlenf that oreclion, bracing hi applIed a, nacft fruit Is placed It, ponhthrtar. The deity, of wood truttao In accordance with IPI dnlgsi cetf,tla .uu,mnel; I, Tnis,, mar,nbeei an, Initially straight, unilosm In ant, s.othon, and unlf nun, In deify, peopesfitl. 7. i.isiwg ate plans lhsutfs,OII comoln0000ll, Installed tnetihcully, Treated là put.ncnl lateral mov.mnanf, and parallel In ouch opfnee II ifto d.ifgn spicIng. 7. Ttl,,l mornite,l ati phoned al.rthnIl lot d.hatmhn,lhos, of situ I utco', only. if.,. Is continuity of cord wenrboto at joints for dalettnfna finn of .00a,r.ol sfne,se,. S. Cn.tnpnsnlon nnonnbets 0,1 lateraily .esftalned at ornecifhc fc.a' flwt, or lnl.,vals. t. 6agre.lmnpo,od dead or lbir bid, ad rte,ilcaily, wInd bail, an@ applIed rno,nnal I. lb. pta,e of ilua lop d.o.d, and conteetnaled boonl, anat applied at 110101. 7. In aandlttot, in I?.d falvnal beating ipetill,dby the lions nle,ignroe, hiss iatllrfhng . delipran will llrectty .otfhciarnt bracing at elglnh snehat to the plant of Ifsa 110.1 to lnof,f ,oery trust rnesnhee in Ile* po,lIion a,naumn.el for It In doiin. 6. The huthfinq rlellgnne, loot The hunt tiotlqoeth wIll 'euechiy ,'ilflcfmnf inioclog lenS conn.cllgna to wfl?tlfand initial loading of the enhies ilrucioea lina theory of bracing It to apply sulfict,el inslg000l at rlgmnl anyhe, 50 the plan. of the fruit 10 hnifd every 1,011 mit,',., In Ills pnlhlion 1111,1111441 10. Ills, doily,. this theory mull bit applied at II.,.. alogarl. STAGE ONPI During 6uIldle1 0.sfpn ansi Iowa Design Inthiefdr,af ftosl rneenbon, ama ctnech.d foe hucbllnsq, and lau.nsl Intacing I, s*.cfll,d At eiqsslred Poe Oath trot minsbw. Their hui?IdIrrg dailgn.r most specify how this Ioteeaf bracing It 10 Is. anchored to trglribnmd to pem'oonf lateral monemseni ttuotjld sit buns toitl0hsfll, to be.cwl, food ma buckle fog.l?r,r as Ihio*er In Figure I(bt, lhb, may be accerignlh,itrd byl I. Aocfuolaga to solid ,tmd wolht lFhru.i lioll. Dh.gon.l bracing In the plant of web m,mnb*ti lFfgtuno I (di). 011.01 mcli,, as determined by the building designer. Psaiiva$ __t7 ;$ ON, feet A.na.na Ile, *,.anl 5,0.1,1,41-4 .4 hIi'.a ,ao,l Isu.s,poandbni..,I,' tIll Au. nfltl. 5.4 ..lh,a n.-in ,nc,I.nda.asi..ss.aon.tc.ahot.. Plyi,a 11s1 Flysta 111-1 ii is ,econnmenuic,f tlsal ,1it9nrr.af i,,,chus0 fesirstnnosn 7 Inch 11.16 nnuunin.,t I,umtai i.e lnniahlo,i a luist" notonalety s Oh nlngueo angle to ii', rate. at l,,sce. t)lasv,ttal tt,a,1n0 ,iurursl Is, atl.etuenj to it. opposita sip1. of iiies.rtruru,,e,suhie, eeq,,h,ing iai,nal macmy IN, fitae.hn,j inins, be coetolnUouS or tttin,rnhltenl at lint Inihi.hlrrg tie,iq'nn'a collier; how,'ver. It is rocnn,r,nen,f,d 11141 buimpirnipleni apact sq ntol e,ttc,f 719 ted, on Iwict the futulcntntal nun of II.d diagninuf bts,hng. STAGE iWO, Os,nhn., Tnsshg Enecitnum ii.le fnsihilee om snecltn,s cool, Scion mn,,,t labe orheqllihe fr.ccaishtons to a,,thni thai ha wrssntl l.lslirl ane not ,,nuci,,nsfly ,iastssged. Pion, nlfriinuq, tnilusnlsniq it. nsll of y.eutIn ha,, nesi nutuillpie plch.oir tohnm.. n.i,nsa ,t.qt,br,i, In anecn,Wry In rtaccnnf Itasna.nt of Iles Isac,iiinuq: InnI suica ercnnm'nne,,,lalsona tie pn.tessued in 11,0 Appenniin l,en.in, It I, mo,t ftnfbnrrianh to hunad. 11,0 1.111 ft,,t, it II,4 en,f oh Itte fnslildlssg lecusroly. All 011,01 frs,,t0I l.a lienS in fita Iltd I.s,tl. list,, II,, Flgora 2(8) - late Sn. 'nIt. O boid 'nr..a s.o,Ioa .4 .dri..d -a' /7 11 e'l.*P'O'on is.., n.adsN p....dn,fl.. Flpala 2fbj Istachr.g 1011 urn dopsanda to a liberal .ou,eI on how wolf lbs ilrsl trust It fr's cod. Onn ouiiilaciorp malhosi I, far lf. 11.15105* lop chwd in be b,.c.rl I. a ,iabe ,frtoon Into The pound and ctruliiy ,rtchnitd, The pound b.s'ca limit gi.ould Is. Iuppo.fed At .)nown I,. Fly... 2 on Ill, apt Its buoblo. Additional pouirnd brat.,, In this op1mosit, etticllon, lnolda 51,l bsshfihing a.e alan iato,mtmeodhd. trlpita ltd etln,s*no Ce.'.ana,,, r. in it le tn.na4 I..... "117 aon0001,1,5 Plasma It'll Itie ginuntl fttacet titnlsld Ie located .hitee.tty in line with ill tow, of Into thsnid cotihhsssnssul faletaf luachiug. Ohi,eiwiiy, Ii, flip fouif of lb I,w loin cun lied ilihe*uy, asnf altow lii, ltttlsel in itsiff. 1 hit ilshll, iuns.evcr tliqlth. Pitt, i it emrrrdosug wain fin all r.onnechbont of ih4 bracing ,y*ie.m. P c. i?te weighst of lbl riutse.5 wosshf liters Ire a.f,fenf to any wind Insce op con,rrudlion load such a. f,uttrfles of plywood on tool ilsinglel feouiiiiq lo liii she flu,,., onto. All nailing of hitaclnt, nib,,1,1 he douse to lhtai It the a'tssnes sls,,id scent in tisteble or lip. IsO traits wilt let ls,asle,i taictatly. not In snitlust, awaf. It if fbi tecotn,mnrnrheni It, nait .tuiss to ill, ,nif of hue iis,llditug to heart ii,, flirt IrsJI$. These ,eul,i can futiab alt of putt out. hisot Allowing I iolai collapse. At Itnttea apt 1.1 In pi.rc., ilte lsstlls?ei em olcciInn 000itacfnt msttl aitr'in usifhicirnt l,is,tonrutv ieacing In lintI tIp tsrtile.t pi 1'. in aliqirneni loll In a sole condihion until it,l petnnanennt hiacitty, ,lechings acui/nr slie.IIsi.iq ease I,. in,lailesh. I nnswn n.y fin,thny ttpops?sf Ins tool It,, iivatr 7,4 dimension I,stnlser stusi stuolslti i.e a, long a, fn. actual In, tsau,uiilnp. lIst IptO oi ti,,t, t spar., f,iectt Of iu,n,dren Isetween anijacesil ins,,nfl I, not nesrr'rruntrnut,d. ssnle., uterI tesolnnrarlfy In nn.pa,aiion foe imnne'mliptr Installation of longn uu r cnnthaou, Inacirug Ill feel mInimum ?rs.nnhl. 1 Inctonraty tinaeiog htntber ,hnotsiui ftt oaibenl with Iwo 601s1110 h,ranJrd lid nali, at entry tntenaectlon with, file isranenf nnnlnr. Pit atoetnfuly, of y05111 Of itsllr,I, on the gtoitenf, Into IftudhilIih?y Iii acif lunhfl which arm then hunt Into ubct it ,iternnfsiiet Is on acectillfsle aftftnafe 10 lb$ one at a time nrrih sod. Leact riratleg iseletnen Ir,sttes sfsnithil he mah,,talnesi ii hr edrug It in,tallonj In annl,f Ifue lru,aemlu,ua in ar.tico of t.rnrnving hraciist, In ashisial tismnjnq a, ttsnaitsing If antthleuf. 11,11 act of "ashbs,ifing Ilnnchstq" cat, r.rs,tn trustee ID totsphe It & hey conneetbnt, I, memn,suenf al lint cnOtty time. It,,,, ituaclnt, 50,50? hr a1iphietl to hl,ree plants of relenertce In hi,. I syiifw In lsrtiinl ,tuhulilty: I. loll cluot,l f,Ismailulngf pl.no, 7. web ni,srsl.et plant or vertical plane pempemhlcular to tr'sts.l. attd 3. lsotinnn e?so,d feelling) Iltant. I. Top Chonul Plarci. I/ott hmhurrrilnf is, ilia fathhdru or irectlnr, contractor to bracing In the plane of the lop chord. T,lun lop ehord, we ,sssc,ptlbhi to lateral butcbfini before Iiniy did foeced or tj.eatlted. to Is recommended 11,51 conlhni,00, talalaf bracing be lntial?enf wlflslo 6 Indict of fIsh bltl7i lines ci Catiigr fine on.l Al appnn.tmalehy 6 feel to 10 Not itlhltulis fuel ween lite t1riye tint of thsqtiyf Itoit., at enor hit,, of Ital Imugres anti lIp (ann,. Pot doubbe to,'n'lst'e ItotidI Ifni ttu.tinrg ln,I*,en IsIeralt may lie fncaeated or 17 feel to 14 feel. fllagnrostt, locateri I,sctwneo lIne lateral Itoclny and let al appenslnnairfy 45 dcgneo angles, fotm lite lrianp?cf requited to, liahsillly In lint plant of the Inin cftu'd. NOTE: tnr.q tparn, or ltrany load, may teq.tire cfn,er spicing helweyn tiloral bracing sod closet totem.?. ItrIween diagonal.. P Iqine 21.1 tllastnal,, l.lntaaty laselrne Isi it. phiuta apt liii lop Shield Ion field l'nli$eI. If ln,trltsle, ifst ctrnthruisossa lateral leaclsuy for it. tsigr cftnnsi ,iun,sid Inc placed on ii'ni, umol.nli,fe of also lot, cf,ntd to It'll If will Aol have to he ,emnoed at II,, fufyns000rl d,cbbng Is applied. lhse lru,lt, irs II,,re ts.hd security entn dssnlng Illi drclPng prIce,,. of i. e,1ua1t0 P,ntn,rta,,I on, tlsn lnsiisfel Or ettdhinfl Cnu,t,idlnr I. ie,iafi isuan log In tl,o •,tanp of ii,, lisfn rl,n.sl lot Ilal ,onh o, hoot ltr,15co. If., ntis of a ain,shsn huaeing i,allfli, Is teenru.unnnfret In, all 11.1 hostel Pat l0iiJ, allenstlusn is .in,cte,f in Istaciuug at lisa and ol Itaf lnsns,a ai Ituriwn In P igt,ti 311th. 2. Waft tntapnf tar Ptans. Ii ii also ,secosu,y to Install l,mntnin.r y bracing in Old plans of the well rninm,isi,t. Slut, IltacInia It smlssahly russ, ih tli,nahst.I.aci lao innitn ..,'S.n tutu, I) u.s tiai.cst an PIput. 31.1 a-rio o1.a'. 1otui4n.i, 50 wni0.'Mi, I o 1551 Soponds, Fiputa 311i1 Installed at this lasse lotatlool ttsecltied an it. •schliodur&f pInt for potroa.nsnt hoeing, and may beco.na pita of the tu0000nonl bracing. is It s,comi,nnnnlad that diagonal bracing be added if each web man,lnoe arqo?ming conllnuo,ii lateral brlciog. It none Is Specified, II Is itcomrns,nd,d that It be pilatod it no gasifier 11,151 II liii holirvah, ihoog lIsa trust lIngitO for fool 1101101 and 6 foil lnfsreahl few ffoo. Irtluru, It It nol qenrr.hIv mtecl'ota.y for diagonal bracing to run continw osiuly for 11,1 toll tinglin of II.a bislfdlop but If to liurmrtihl'ded That lb. II1aclng between lall of diagonal bracing not •oceef 20 Itoh, at 1*15. II,e, fno,lanntalrusq of. the diagonal bracing. fowl ,f 7o6 strong battle may also be used to beat. floce 1,0,101 ,of,rra diagonal bracing It lnnp.acfkaf. Figure 41.1 flls,lf,alh, dIagonal b.achog in 11* plant of the wet, moeobeui: Figure 4ff) fi?uui,almi Ii* fahöral movement that may cccii, ft tai,e.f bracing It used without diagonal bracing. 3. tientlom CIsoed Plant. to e.d.t 10 lnoh.3 propee spacing on this Isoilom ehortf, thrtmporaty hraetn, Is iocomntynodod In the plate# of iis bottom ciuosd. Conlfououa lahitif b.scfsr.g of no piano fitssi 6 toot Ii 10 foil on ces,hni 91" Alts 11011 fenyth. Is recommended lath length of the building. nallod 10 114 lop of the hollow cloned. DIagonal bracing - IlI-u 1IifftUi!IiI MCI 1 IIiNO, I1"Win IoiIiU iii1.uJNi IIIIiL P1 9 2.3 25j• 3I.h 99d r,5.. 4•--_: .o 3 .a ...&a 9•;=: ! E1 22 ;;eiI 52.9O !ft; i;•• 2._a3=2.2 2.33! .2!2.22Z •&95 zz __92 a2;9.a 33 2.2 - =_C.4.3• 3.3_Oj 2a2a: :- ..•.-• 9 • 9.943 29a:2 a> =p i; Ii -!t . 11 &= S•! - I- .a- :1-: :i U !! a - ! • 'H 3- z_ 2- : r - • Ii: : .;. ; a! .'-;;o;- 2.= : °3e 9' - :2 L!3 2.- '1.3 2! 21.3T -:2 a°A i 2a 1 : at • -2 = -- P - -:- =3.2.-•_ *:.•. 9 .> -3- = 2 :} 1. i! L-1 ;.!io. !1 :. I :n13 3.. 03• .a 0 a3 - e. .29.2. i Sr 6. i_ . H. - Tj ia 2. 3 LL 2.2 R °3 2 3 2'U F- 3 3•' '-t 3 ••_ .3- - ?2.ei ! :2.!• 3 J . 3.3 3. z 3.a?. 2.9-= 2 - r. C - i9. 22 • ••! jI: 3 —mi . 31 2.: UBC DESIGN .5 HANES & ASSOCIATES DATE jqqq 5 230 WEST AVE. L-9 GENERAL NOTES: (Revied2-97) S S LANCASTER, CA. 93534 PIN #99 } 805/723-0779 The trussOesions etdiuded 51 this package are being provided to the Customer listed solely for the prveCt as noted. Reliance uon these designs is ssstect to Hanes & Associates providing the faftncetion of the trusses. of these oesçns.tor any c=ber proiect or for fabncation byanyone other than Manes will void me .......... PROJECT: engineerlig. . S S Layout drawinos are provided solely for the purpose of shoeing the location of at trusses. Since dimensions have been taken from an a tece piVans it is thm res _\V4t)_Wt).\_•VV _S __SV NAM- S - pOttatbzI1ty 01 the customer to verily that the daneitsionS shoen maim actual on e conditions if eng ieenng certification of me layouts is required by Manes or as repn!senzairve. it is to be unoerstood thai this certification is for laocation of-trusses only Ono Goes not cover 8ccutracy of dimensions location of osarsig wails arid/or Deans, any bealnVslaesO flailper saes noted, or otherttems trtat may have Dean taken direly from-8ie.arthitects plans. . S S . 5 5 S V .. •. S V -V S -S... S S - . .•.,. S V Manes is a tabncauar of roof and floor trusses and does not orovide aesigns for beam. aes or joist hanger. ses. Any beam or hanger sass called= have been S S CUSTOMER provided for general information only and must be verified by the architect or building Oèsigrier before use. Connector plates are applied to esdi side of the truss and are Centered on the joints unless noted oeiwiae. S S S -DEVELOPER -- S. Denotes continuous I x lateral bracing renue'ed installed by others. See tpi recommendations for placement 6 No member O these trusses may be cut without prior aiproval of any engineering representative of hones & associates. Field fixes are to be maos by hastes BUILDER____________________________________________________ personnel using hanes engineering or by prior arrangement with a Manes representative .7; Refer to the insiDe of the front and back covers for information on Dracino wood trusses. The inlorrnauon shown is ioeniical to Il-at provided by the truss plate . -LOCATION:- institute (tpl) in their puoticattor bracatg wood Trusses.bwl 76 8 Truss desions are based on the aesign specifications for metal plate coonected wood trusses TPl-o for roof trusses and Ceslon specifications for meta plate connectec parallel chord wood cusses PCT-80 for floor trusses S TRACT/ADDRESS S S 9. The applicable builthrto code is the UBC-94 (which incorporates 96 LA county building code) UBC.94.stancarcs, M section 25.17. Part V cesn and .auès are Dased onThe Nauona Design Spedficatirts. NDS-91. S S S C1TY1C0U84TY. CA'_SAD i)\E,o 11. The third party in ofant insoecion-aareauired by UBC-94 Siandaras. Section 25.1739 is provided to-Hanes by Timber Products Inspection (310)596.6336. 13. COnnector Plates used by Manes are Robbins Lock Plate M). . - SSV S S . S .PHAS S S W. Tusses :.avrigoearrt; locations omer than at the end of heel toottions slialj have bearing portia cit arsig marKed in a manner wtiid, permits fltion g after installation.. S PLAN/ELEV LA... ICBO RESEARCH REPORT NUMBER: SUBMITTAL COPIES: V S S S S S TRUSS LAYOUTS_______ . PLATE VALUES PEP PAIR NO LOAD DURATION INCREASE r . r S S S S 5 5 s39O S S - S S S V TRUSS DRAWINGS_______ S 5 5 V V DOUG tP RH....S GRIPPING 0 TO .d (PSI) 300 GRIPPING 46 TOO (PSI) 25.4 TRUSS CALCS_____________ TENSION 0 (PU) 1165 TENSION 90 (PU) . . 480 SHEAR 0 (PU) 584 SHEAR 90 (Pu) . 598 5 5 V Job Truss Truss Type Qty Ply, L.C.l.-CARLSBAD PROJECT 9971 A MOD. QUEEN 1 , 1 manes & mssociaies, LaflCasier, LM ujo.34 I.Dr) '+.V-,L S ,JUII U iO lviii e. lliUUbllieS, mu. 'vvu IVIdy • .O. l. 1.1 I -Oft8 5-11-11. 11-7-2 17-2-8 22-9-14 28-5-5 ' 34-8-8 0-3-8 5-11-11 5-7-6 5-7-6 5.7-6 0.6 6-3-3 1-0-0 - 5.001i 44= , 3x6= K. J . I 3x6= 354= ' 5x8 354 -Oft8 8-9-6 17-2-8 ' ' 25-7-10 34-8-8 0-3-8 8-9-6 8-5-2. . 8-5-2 9-0-14 Plate Offsets (X,Y) FA:0-0-00-0-61, IC:0-2-80-3-0I, LE:0-2-80-3-01, [G:0-0-60-0-2], fJ:0.4.010-3-01 LOADING (psI) . •. SPACING ': 2-0-0 CSI DEFL (in) (Icc) I/dell PLATES GRIP TCLL 16.0 Plateslncrease 1.25 TC 0.35 Vert(LL) -0.18 . I-J >999 : M20 220/195' TCDL 14.0 . Lumber Increase 1.25 BC 0.68 Vert(TL) -0.36 I-J >999 BCLL 0.0 Rep Stress lncr YES WB 0.45 Horz(TL) 0.09 G n/a' BCDL 5.0 . Code UBC/ANSI95 1st LC LL Min Udell = 360 Weight: 154 lb LUMBER ' BRACING TOP CHORD 2 X 4 OF No. 1&Blr-G TOP CHORD Sheathed or 3-9-6 on center purtinspacing. BOT CHORD 2 X 4 OF No. 1&Btr-G POT CHORD Rigid ceiling directly applied or 10.0-0 on center bracing. WEBS 2 X 4 DF Stud-G Except , W2 2 X 4 OF No.1&Btr-G, Wi 2 X 4 OF No.1&Btr-G W2 2 X 4 OF No.i&Btr-G . REACTIONS (lb/size) A=1265/0-3-8,G=1277/0-3-8 FORCES (lb) - First Load Case Only . . TOP CHORD A-B=.2394, B-C=-2145, C-D=-1533, D-E=-1533, E-F=-2194, F-G-2470, G-H=12 ' BOT CHORD A-K=2179, J-K=1835, l-J=1858, G-1=2267 . WEBS B-K=-266, C-K=299, C-J=-558, D-J=839, E-J=-589, E.1=344, F-l=-323 . NOTES This truss has been checked for unbalanced loading conditions. All plates are M20 plates unless otherwise indicated. This truss has been designed for a 10.0 psI bottom chord live toad nonconcurrent with any other live loads per Table No. 16-B, UBC-94. A plate rating reduction o120% has been applied for the green lumber members. This truss has been designed with ANSITTPI 1-1995 criteria. LOAD CASE(S) Standard PN:351i PLAN: A'fl . ELEV:AU. ENGINEERING DRAWING GENERAL NOTES:. CONNECTofl PLATES ARE APPLIED 10 EACH SIDE AND ME CEUIEREO DIIAWN LIV: OH JoINT UNLESS OTI(Efl WISE NOIED ' 2) = DENOTES COtiTINoUs IX LATERAL BRACING VIE QUIIIEI) IN. , DATE: STALLED BY OTIIEI1S,SEE 'TI'S flEcOMMFNDrIoNs. 1`10 MEMBER OF TIllS TRUSS MAY;BE cur wsrour PnionAppnOVAI. PROJECT: OF AN ENOIUEEIIING flEPHESENATIVE. 4JWSIEflE NO flOW CEILING IS APPLIED DIRECTLY tO TIlE STRUCTURAl. Pi7r7flAI r,Iip Ir •I(4Il I)F fliI4rlP AT ,,lrrnMtc n PG/f IIANES & ASSOCIATES 230 WED I AVE. 1.9 LANCASIEn CA. 03534 Job Truss. Truss Type Qty i Ply L.C.I. - CARLSBAD PROJECT 9971 AH CAL HIP I 2 Hanes & Associates, Lancaster, CA 93534 (BP) 4.0-32 s Jun 9 1998 MiTek Industries, Inc.. Wed May 1908:18:16 1999 Page 1 1109 7-6-1 711111 12-6-0 17-6-0 22-6-0 27-0-5 2715115 35-0-0 1-0-0 7-6-1 0-5-10 4-6-5 5-0-0 5-0-0 4-6-5 0-5-10 7-6-1 1-0-0 47 = 5.001W 3x4 = 20 II 3x4 == 'p 0 3x4 = 6x10M20H = 3x4 7-6-1 17-6-0 I 27-5-15 35-0-0 7-6-1 9-11-15 9-11-15 7-6-1 Plate Offsets (XV): [B:0-0-4,edgei, fH:0-0-4edgel, [K:0-5-0,edqel LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (lc) I/dell PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.73 Vert(LL) -0.39 K >999 M20 220/195 TCDL 14.0 Lumber Increase 1.25 BC 0.87 Vert(TL) -0.84 J-K >497 M20H 165/146 BCLL 0.0 Rep Stress Inc, NO WB 0.52 Horz(TL) 0.22 H n/a BCDL 5.0 Code UBC/ANSl95 (Matrix) 1st LC LL Mm I/dell = 360 Weight: 285 lb LUMBER BRACING TOP CHORD 2 X 4 OF No.1 &Btr-G . TOP CHORD Sheathed or 3-1-11 on center purlin spacing. BOT CHORD 2 X 4 OF No.1&Btr-G BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 4 OF Stud-G REACTIONS (lb/size) H3683/0-3-8, 83683/0-3-8 FORCES (lb) - First Load Case Only TOP CHORD A-B=23, B-C=-8957, C-M=-8134, D-M=-8134, D-N=-12094, E-N=-12094, E-O=-12094, F-O=-12094, F-P=-8134, G-P=-8134, G-H=-8957, H-I=23 BOT CHORD B-L=8227, L-Q=10950, Q-R=10950, K-R=10950, K-S=10950, S-T=10950, J-T=10950, H-J=8227 WEBS C-L=1959, D-L=-3303, D-K=1341, E-K=-1 154, F-01341, F-J=-3303, G-J=1959 NOTES 2-ply truss to be connected together with lOd Common(.148"x3") Nails as follows: Top chords connected with 1 row(s) at 04-0 on center. Bottom chords connected with 1 row(s) at 0-9-0 on center. Webs connected as follows: 2 X 4 - 1 row(s) at 0-9-0 on center. . This truss has been checked for unbalanced loading conditions. . Except as shown below, special connection(s) required to support concentrated load(s). Design of connection(s) Is delegated to the building designer. Provide adequate drainage to prevent water ponding. All plates are M20 plates unless otherwise indicated. This truss has been designed for a 10.0 Psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-13, UBC-94. A plate rating reduction of 20% has been applied for the green lumber members. : This truss has been designed with ANSl/TPI 1-1995 criteria. Load case(s) 1, 2, 3, 4 has been modified. Building designer must review loads to verify that they are correct for the Intended use of this truss. LOAD CASE(S) . Regular: Lumber lncrease1.25, Plate lncrease1.25 Uniform Loads (p11) Vert: A-B'-60.0, B-C-60.0, C-M'-60.0, E-N=-235.6, E-O=-235.6, G-P-60.0, G-H-60.0, H-1-60.0 B-L-24.3, L-Q=-24.3, Q-R=-24.3, K-R=-24.3, K-S=-24.3, S-T=-24.3, J-T=-24.3, H-J=-24.3 Concentrated Loads (lb) Vert: M-840 P-840 . Trapezoidal Loads (pit) Vert: M-145.6-to-D-196.3, 0-196.3-to-N=-235.6, 0-235.6-to-F-196.3, F-196.3-to-P-145.6 UBC: Lumber Increase1.25, Plate Increase1.25 Uniform Loads (pIt) Verb: A-6-28.0, B-C-28.0, C-M-28.0, E-N-110.0, E-0-110.0, G-P=-28.0;GH=-28.0, H-l=-28.0, B-L=-44.3, L-Q=-44.3, Q-R=-44.3, K-R=-44.3, K-S=-44.3, S-T=-44.3, J-T=-44.3, l-t-J=-44.3 Concentrated Loads (lb) Vert: M=-392 P392 Trapezoidal Loads (p11) . . . Veil: M-68.0-to-D=-91.6, D-91.6to-N-110.0, 0-110.0-to-F-91.6, F=-91.6-to-P-68.0 1st unbalanced Regular: Lumber lncreasel.25, Plate lncrease1.25 Uniform Loads (pit) . Veil: A-B-60.0, B-C-60.0, C-M-60.0, EN-235.6, E-0-235.6, G-P-60.0, G-H-28.0, H-1-28.0, B-L-24.3, L-Q=-24.3, Q-R=-24.3, K-R=-24.3, K-S=-24.3, S-T=-24.3, J-T=-24.3, HJ=-24.3 Continued on page 2 .. . . . ( V61928 — I rn 9-30-01 I PN:3iL PLAN: Afl . ELEV:,._AIt PG#. ENGINEERING DRAWING GENERAL NOTES: . . . ti) CIVIL . I) CONNECTOR PLATES ARE APPLIED TO EACh SIDE AND ARE CENTERED DRAWN DV: . .. 17 ON JOINT UNLESS OTHER WISE NOTED. . . . . . . Or rjS' MM DENOTES VOU1INoU3IX LATERAL BRACING REQUIRED IN., DATE: S . STALLED BY OTIIEHS.SEE TPI HEC0MMFt1DMIONS. .. . . . NO MEMBER OF TillS TRUSS MAY DE cur WITHOUT PRIOR APPROVAL PH OJECT:______________________________ OF AN ENGINEERING I1EPflESENMIVE, . . . . HANES £ ASSOCIATES 4)WIIEHE NO RIGID CEILING IS APPLIED DIRECTLY TO, TIlE STflUGTUIM. Va 2.iu WEBI AVE. %. LANOM1ED CA. 03534 DDTTDAI c,lnnf) lr .If.1II HF DHMf;n AIIII,rTtVA;.c (, . . 0 [lob 1 Truss Truss Type City Ply C.I.L. - CARLSBAD PROJECT 9971 ' AH CAL HIP 1 2 Hanes & Associates, Lancaster, UA 95534 (UP) .4.U-11 S Jun 9 luuts MI eK InaUsirles, Inc. Vvea May 151 uo:iu:i f itfUto rage LOAD CASE(S) Concentrated Loads (lb) Veil: M-840 P=-840 Trapezoidal Loads (pIt) Vert: M=-145.6-lo-D-196.3, D=-196.3-to-N-235.6, O-235.6.to-F-1196.3, F=-196.3-to-P-145.6 4) 2nd unbalanced Regular: Lumber Increase= 1.25, Plate Increase= 1.25 Uniform Loads (pIt) Vert: A-B-28.0, BC.28.0, C-M-60.0, E-N-235.6, E.O-235.6, G-P=-60.0,G-H=-60.0, H-1-60.0, B-L=-24.3, L-Q=-24.3, Q-R=-24.3, K-R-24.3, K - S = - 2 4 . 3 , S-T=-24.3, J-T=-24.3, H.J=-24.3 Concentrated Loads (lb) Veil: M-840 P-840 Trapezoidal Loads (pIt) Veil: M145.6to.D=196.3, 0-196.3-to-N-235.6, 0-235.6-to-F-196.3, F-196.3-110-P-145.6 PN:jji[ PLAN: ifl - ELEV:.._f-\Ik PG# ENGINEERING DRAWING GENERAL NOTES: CONUECTOfl PLATES ME APPLIED To EACH SIDE AND ARE CEUIERED DRAWN BY:*.' OH JOINT UNLESS OTHERWISE NOTED. c DENOTES CONTINOUS IX LATERAL IJflACINO S1EQ WHEt) IN. DATE: S STALLED DY OTIIEHS,SEE TPI RECOMMENDATIONS. ) NO MEMBEfl OF THIS TRUSS MAY US cur wsruour PRIOR APPROVAL PROJECT: OF AN ENGINEERING I1EPRESENATIVE. IJWSIEI1E NO RIGID CEILING IS APPLIED DIIIECILY TO TIlE SIflUCTUIIM. ,7()r1n* rIiniln ir ctl'iII lIE fl1Mrrfl AT INTERVAl 5 flE 1nn HANES & ASSOCIATES 230 WE-31 AVE. 1•0 LANCAStER CA. 0353.4 4s5. 5.001W 0 354 = C—O E N 3s4 2x411 I 4x5 ES K 14 M L 357 = 3x4 357 = Job Truss Truss Type Qty Ply L.C.I. - CARL SBAD PROJECT 9971 AH1 CAL HIP 1 1 manes 6 Associates, Lancaster, L,P. V.Z.54 (b!) 'lU-iL S dUfl ZI lO lviii eic lnuuallles, lfll.. VVU IVidy IC IJO. 10.11 luVV rd 11.0.? 7-6-1 711111 12-6-0 17-6-0 22-6-0 27-0-5 2715115 35-0-0 16-0-0 1-0-0 7-6-1 0-5-10 4-5.5 5-0-0 5-0-0 4-6-5 0-5-10 7-6-1 1-0-0 7-6-1 17-6-0 . . 27-5-15 35-0-0 7-6-1 9-11-15 . . 9-11-15 . 7-6-1 LOADING (pst) SPACING 2-0-0 CSI DEFL (in) (bc) '[/deg PLATES GRIP TCLL 16.0 Plates Increase 1.25 TIC 0.67 Vert(LL) -0.23 L-M >999 . M20 220/195 TCOL 14.0 Lumber Increase 1.25 BC 0.81 Vert(TL) -0.55 L-M >764 BCLL 0.0 Rep Stress Incr NO WB 0.63 Horz(TL) 0.13 J n/a BCDL 5.0 . Code UBC/ANSI95 (Matrix) 1st LC LL Mm 1/deg = 360 Weight: 149 lb LUMBER BRACING TOP CHORD 2 X 4 OF No.1&Btr-G TOP CHORD Sheathed or 2-11-14 on center purlin spacing. SOT CHORD 2 X 4 DF No.1&Btr-G BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 4 DF Stud-G S REACTIONS (lb/size) B1352/0-3-8, J135210.3-8 FORCES (lb) First Load Case Only . TOP CHORD A.B=23, B-C=-2886, C-D=-61 C-0-2572, E-O=-2572, E-F=-3667, F-G=-3667, G.P.2572, H-P-2572. H-b-61, H.J=.2886, J-K=23 BOT CHORD B.N=2600, M.N=3331, L-M3331, J.L=2600 WEBS C-N=580, E-N=-890, E-M=395, F-M=-317, G.M=395, G-L=-890, H-L=580 NOTES . . This truss has been checked for unbalanced loading conditions. Provide adequate drainage to prevent water ponding. : All plates are M20 plates unless otherwise indicated. This truss has been designed for a 10.0 psI bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-94. A plate rating reduction of 20% has been applied for the green lumber members. This truss has been designed with ANSIITPI 1-1995 criteria. LOAD CASE(S) Standard PN:911 PLAN: 1L - ELEV: Au '..... ENGINEERING DRAWING GENERAL NOTES: .. .' A l I) CONNEcT0fl PLATES AflE APPLIED TOEACII SIDE AND ARE CEUEflED DRAWN DY: ON JOINT UNLESS OTHERWISE NOTED. . . 2) = DENOTES COUTIUOUS IX LATERAL BflACINO HEQUIHEI) IN. DATE: . STALLED BY OTHERS.SEE TPI RECOM MEND ATIONS. )) NO MEMBER OF THIS TRUSS MAY BE CUT WITHOUT PflIOfl APPROVAL PROJECT: L_. .C.' OF AN ENGINEERING REPRESENMIVE. . .. 4)WSIEHE NO 111010 CELINO IS APPLIED DIRECTLY TO THE STRWTU1IAI. v flRrIoRt riinnn Dr MI'II I tIP flhI4CPfi Ar IIITPF1VI or In' n' lIMES & ASSOCIATES 230 WED 1 AVE. 10 LANCAS lEn CA. 03531 Job Truss Truss Type Qty Ply L.C.I. - CARLSBAD PROJECT 9971 AH2 CAL HIP 1 Hanes 6 Associates, Lancaster, UP WtQ4 (be') - ff.u-jz S Jun to IO lviii mc unuuslrles, inc. vveU IVidy IC UO. 10.10 ICC ruy I 7-6-1 7.11111 12-6-0 17.6-0 22.6.0. 27-0-5 2715115 35-0-0 1-0-0 7-6-1 0-5-10 4-6-5 5-0-0 5-0-0 4-6-5 0-5-10 7-6-1 1-0-0 II 2x411 F K 2x4 II WA 11 4x5 ' R ' ' a . P 05 3x4 5x8= 354 7-6-1 17-6-0 '' ' 27-5-15 35-0-0 7-6-1 9-11-15 .9-11-15 7-6-1 Plate Offsets (XV): IB:0-2-6,0-0-01, IN:0-2-6,0-0-0I, [0:0-4 -0,0-3-0]-- LOADING (psI) SPACING 2-0-0 CSI . DEFL (in) . (lc) I/dell' . PLATES GRIP TCLL 16.0 Plates Increase 1.25 IC 066 , Vert(LL) -013, P.O >999 M20 220/195 TCDL 14.0 Lumber Increase 1.25 BC 0.81 Vert(TL) '-0.55 P-Q >763 BCLL 0.0 Rep Stress Incr NO . WB 0.63 Horz(TL) .0.13 ' N n/a BCDL 5.0 Code UBC/ANSI95 (Matrix) 1st LC LL Mini/dell = 360 Weight: 157 lb LUMBER 'BRACING TOP CHORD 2 X 4 DF No.1&Btr-G , TOP CHORD 'Sheathed or 3-0-5 on center purlin spacing. BOT CHORD 2 X 4 DF No.1&Btr-G ' BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 4 DF Stud-G REACTIONS (lb/size) B1343/0-3-8, N1343/0-3-8 FORCES (lb) - First Load Case Only TOP CHORD A-13=23, B.C=.2866, C-D=34, D-F--46, C-E=-2553, E-S=-2553, G.S=.2553 G.H=.3678, H-1=-3678, I-T=-2553, J-T=-2553, J.MC.2553, K-L=-46, L-M=34, M.N=.2866, N-0=23 BOT CHORD B-R=2582, Q-R=3357, P-0=3357, N-P=2582 1 WEBS C-R=607, G-R=-943, G-Q=377, H-Q=-298, I-Q=377, t.P=.943, M.P=607, D-E=-199, J-L=-199 NOTES This truss has been checked for unbalanced loading conditions. Provide adequate drainage to prevent water ponding. All plates are M20 plates unless otherwise Indicated. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-8, UBC-94. A plate rating reduction of 20% has been applied for the green lumber members. This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard PN:1( 'PLAN:' ft ' 'ELEV:_AIt PG# ENGINEERING DRAWING GENERAL NOTES: I) cOPlNEcrOfl PLATES ME APPLIED TO EACh SIDE AND 'AflE cENt EUED DRAWN DV: oil Jo:Nr UNLESS OTIiEfl WISE NOTED. DENOTES CO1ITINOUS IX LATERAL BRACING REQ WIlED IN- DAlE: S — STALLED DY OTIIES1S.SEE.TPI HECOMMF.NDATIONS. 3) NO MEMDEfl OF TillS TRUSS MAYBE CUT- Wirt four PIIIORAPI'ROVAL PROJECT: OF AN ENOINEERING I1EPI1ESEUAT1VE. ' I)WIIEI1E NO RIGID CESLINO 13 APPLIED DIRECTLY TO THE STRUCTUHM. (If) fTflAf v'hIflIPI) lr cI4II (If RII4CFI) Al' 11111tm IlVAl or tn'fl, StARES £ ASSOCIATES 230 WED I AVE. LB LANCASTER CA. 03531 Job Truss Truss Type Qly, Ply L.C.I. -CARLSBAD PROJECT 9971 AH3 CAL HIP 1 1 iianes e Mssoclates,. Lancaster, t (Dr)•- 76-1 711111 12-6-0 17-6-0. 22-6-0 27-0-5 2715115 35-0-0 7-6-1 0-5-10 4-6-5 5-0-0 5-0-0 4-6-5 0-5-10 7-6-1 1-0-0 2x411 2x411 3x4± . 5x8= 3x4= 7-6-1 17-6-0 27-5-15 35-0-0 7-6-1 9-11-15 9-11-15 7-6-1 Plate Offsets (XV): IA:0-1-10.edctel. I0:0-1-10,edael, FR:0-4-0.0-3-0I LOADING (psI) SPACING 2-0-0 CSI DEFL (in) (lc) Well PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.84 Vert(LL) -0.23 Q-R >999 M20 220/195 TCDL 140 Lumber Increase 1.25 BC 0.78 Vert(TL) -0.52 Q-R, >802 BCLL 0.0 Rep Stress lncr NO WB 0.53 Horz(TL) 0.13 0 n/a BCDL 5.0 Code UBC/ANSI95 (Matrix) list LC LL Mm 1/defi = 360 Weight: 169 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr-G . TOP CHORD Sheathed or 3-0-11 on center purlin spacing. Except: BOT CHORD 2 X 4 OF No.1&BIr-G I Row at midpt B-G, I-N WEBS 2 X 4 OF Stud-G . BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. REACTIONS (lb/size) A=1214/0-3-8,0=1288/073-8 FORCES (Ib) - First Load Case Only TOP CHORD AB=2728, B-C=-57, C-F=22, B-D=-2427, D-E=-2427, E-G=-3497, G-H-3497, H-I-3497, I-J-3497, J-M=-2415, M-N=-2415, K-L-37, LN=.57, N-O=-2716, O-P=23 BOT CHORD A-S=2454, R-S3147, Q-R=3142, 0-0=2442 WEBS B-S=561, E-S=-844, E-R=411, H.R=.338, J-R416, J-Q=-853, N-Q=562, F-G=-74, I-K=-74,.0-D=-160, L-M=-161 NOTES . S This truss has been checked for unbalanced loading conditions. Provide adequate drainage to prevent water ponding. S All plates are M20 plates unless otherwise indicated. . . This truss has been designed for a 10.0 psI bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-94. A plate rating reduction of 20% has been applied for the green lumber members. This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard ,cE //P?\ ('\ 0— I IuJ rn 9-30-01 CIVIL OF CM" PN:j'fl L.. PLAN: A(L L ELEV:JU. . PG/I. ENWNEERING DRAWING GENERAL NOTES.'. .. . I)COHUEcrOR PLATES AflE APPLIED TO EACIISWE AND ME CENVEHEU OHAWN BY ON JOINT UNLESS OUIEflWSsE NOTED. . . . .. . 2) DENOTES COUTINOUS IX LIIIEflAL DflACINO I1EQUIflEII IN. DATE: - STALLED BY OTI(ERS.SEE TPI I1ECOMMFNDATloU3. J) NO MEMBER OF TillS TRUSS MAY BE cur Wiriiour PRIOR APPROVAL PROJECT: OF AN ENGINEERING REP RESENATIVE. I)WDIEHE NO RIGID CEILING IS APPLIEDDIflECrLY To THE STflUCTUHdU. NosP4- l24. pflriOsf rslnuriir .cI(It JIF UIMrFH AT ItlTr•lVAS nT ffl• fl• HANES £ ASSOCIATES 230 WEOP AVE. 10 t.ANCA9Efl CA. 03534 PG# )I1AWN Di. DATE: 5 - PROJECT: na 9-30-01 1* yj.;_' OF IIANES I ASSOCIATES 230 Wt31, AVE. 1.9 LANCA91Efl CA. 03531 Job Truss Trussrype Qty Ply L.C.I. - CARLSBAD PROJECT 9971 AH4 CAL HIP 1 1 r-ianes a Associates, Lancaster, LIP. JJ4(tit-) 4.u•j1S4Ufl ti 1ouvnIeKInuUSTrIes, inc. vveoiviay ito itoutp regu I 5-2-10 10-1-0 1529 1318.81317 24-4-0 2926 34.88 0-3-8 5-2-10 4-10-6 5-1-9 0.5-10 3-0-10 0-5-10 5-1-9 4-10-6 5-6-2 1-0-0 06 = 459 5x6 N M L K J 48 3x4= 3x8 = 45 3x4 7-7-13 15-2-9 19-2-7 26-9-3 34-8-8 0-3-8 7-7-13 7-6-12 3-11-14 . 7-6-12 7-11-5 LOADING (psi) SPACING 2-0-0 TCLL 16.0 Plates Increase 1.25 TCDL 14.0 Lumber Increase 1.25 BCLL 0.0 Rep Stress lncr NO BCDL 5.0 Code UBC/ANSI95 CSI DEFL WellTC (in) (bc) 0.55 Vert(LL) -0.20 K >999 BC 0.65 Vert(TL) -0.43 JK >956 WB 0.32 Horz(TL) 0.16 H n/a (Matrix) 1st LC LL Min Well = 360 PLATES GRIP M20 220/195 Weight: 166 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.i&Btr-G TOP CHORD Sheathed or 2-8-4 on center purlin spacing. 601 CHORD 2 X 4 DF No. 1&Btr-G BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 4 DF Stud-G *Except* Wi 2 X 4 DF No.1&Btr-G REACTIONS (lb/size) A1916/0-3-8, H1978/0-3-8 FORCES (lb) - First Load Case Only TOP CHORD A-B=-4245, B-C=-4059, C-D=-3625, D-O=-3332, O-P=-3332, P-Q=-3332, E-Q=-3332, E-F=-3635, F-G=-4151, G-H=4383, H-I=23 BOT CHORD A-N=3805, M-N=3589, L-M=3340, K-L=3340, J-K=3638, H-J=3964 WEBS B-N=-150, C-N=212, C-M=-329, D-M=284, E-M=-16, E-0304, F-K=-382, F-J=287, G-J=-249 NOTES This truss has been checked for unbalanced loading conditions. Except as shown below, special connection(s) required to support concentrated toad(s). Design of connection(s) Is delegated to the building designer. Provide adequate drainage to prevent water pondlng. All plates are M20 plates unless otherwise indicated. This truss has been designed for a 10.0 psI bottom chord live toad nonconcurrent with any other live loads per Table No. 16-8, UBC-94. A plate rating reduction of 20% has been applied for the green lumber members. This truss has been designed with ANSI/TPI 1-1995 criteria. Load case(s) 1, 2, 3, 4 has been modified. Building designer must review loads to verify that they are correct for the Intended use of this truss. LOAD CASE(S) Regular: Lumber Increase1.25, Plate lncrease1.25 Uniform Loads (pIt) Vert: A-B-60.0, B-C-60.0, C-D-60.0, D-0-150.0, O-P-150.0, P-0-150.0, E-0-150.0, E-F-60.0, F.G.60.0, G-H=-60.0, H-l=-60.0, A-N=-100, M-N=-10.0, L-M=-10.0, K-L=-10.0, J-K=-10.0, HJ=-10.0 Concentrated Loads (lb) Vert: 0-540 0-540 UBC: Lumber lncrease1.25, Plate Increase=1.25 Uniform Loads (ph) Vert: A-B-28.0, B-C-28.0, C-D-28.0, 0-0-70.0, O-P-70.0, P-0-70.0, E-0-70.0, E-F-28.0, F-G-28.0, G-H=-28.0, H-I=-28.0, A-N=-30.0, M-N=-30.0, L-M=-30.0, K-L=-30.0, J-K=-30.0, H-J=-30.0 Concentrated Loads (lb) Vert: 0-252 Q-252 S 3)1st unbalanced Regular: Lumber Increase=1 .25, Plate lncrease=1 .25 . Uniform Loads (pIt) Vert: A-B-60.0, B-C-60.0, C-0-60.0, D-0-150.0, O-P-150.0, P-0-150.0, E-Q-150.0, E-F=-28.0, F-13-28.0, G-H=-28.0, H-l=-28.0, A-N=-10.0, M-N-10.0, L-M=-10.0, K-L-10.0, J-K=-10.0, H.J=.10:0 Concentrated Loads (lb) S Vert: 0-540 Q=-540 S 4) 2nd unbalanced Regular: Lumber Increase1.25, Plate tncrease=1.25 S Uniform Loads (pit) Vert: A-B-28.0, B-C-28.0, C-D-28.0, D-0-150.0, O-P-150.0, P-Q-150.0, E-0-150.0, E-F-60.0, F-G-60.0, G-H-60.0, H-I=60.0, A-N=-10.0, M-N-10.0, L-M=-10.0, K-L=-10.0, J-K=-10.0, H-J=-10.0 Continued on page 2 S PN: 11 IL PLAN: ELEV: I) CoNNEcrOfl PLATES ARE APPLIED TO EACH SIDE AND AI1ECEUIEHEV on JOINT UNLESS OThfEllWIsEUOIEO, S 5 2) M DENOTES COUTIUOUS IX LAIEflALW1ACINcI flEQUIIIEI)IN. STALLED BY OTStEflS.$EE TPI IIECOMMENDATIoNS. . 3)110 MEMBER OF 114S TRUSS MAY BE cur wunour PRIOR APPROVAL OF AN ENOINEERINO REPHESEHATIVE . S I)WSIEflE NO 111010 CEILING (S APPtIED•DiflEcrLY TO TIlE S1flUGlJHM. normAl runnn .r .c,,n,, tip nn.rrn ATIJ?rfl3JAI ! rir Ill' Hanes & Associates, Lancaster, CA 93534 (BP) LOAD CASE(S) Concentrated Loads (lb) Vert: 0-540 0-540 yOV ES 'C192 ELEV: 9... 0-30-01 PN ENQINEHINODflAWINOOElLAL HarEs A it PG # CIVI I) COHNECTOfl PLATES AflE APPLIED TO EACH SIDE AND AflE CEUIEflED OIIAWN BY:'Pt? 7 OH JOINT UNLESS OTIIEIIWISE NOTED 0 I 2) DENOTES COUTINOUS JX LMEHAL W1ACINQ HEQUI/IEt) IN-' DATE: STALLED BY OTIIUIS,SEE TPI HECOMMEHDATIONS. j; no MEMDEH OF TillS THtJSS MAY DE CUT WITHOUT Pnion APPHOVAI. PflOJECT: OF AN ENOINEEHIND I1EPHESENATIVE, -. .. . - HANES & ASSOCIATES I)WS 15115 NO HID IV CEILINQ IS APPLIED DIIJECILY TO THE S II1UC TUIIM. 'P2 1 . 230 WED 1 AVE. 1.0 1.ANCASI Efl CA. 035 flrltVlllt t'Hntlfl •r CitAI I Hr flhIAarfl AT flit TflIJAI . nr Inn I Job Truss .. Truss Type QIy Ply L.C.l. - CARLSBAD PROJECT 9971 AH4 CAL HIP . .1 1 0-32 s Jun 9 1998 MiTek Industries, Inc. Wed May 1 08:18:1 iau rage z Job Truss , Truss Type Qty Ply L.C.I. - CARLSBAD PROJECT 9971 AH5 CAL HIP unes Mssocrales, Lancaster, CA 93534 (01-') 4.0-32 sJun 91998 MiTek Industries, Inc. Wed May 1908:18:22 1999 Page 1 5-2-10 10-1-0 15-2-9 1--3 18-8-13 19--7 244-0 29-2-6 34-8-8 0-3-8 5-2-10 4-10-6 5-1-9 '0-5-10 3-0-10 0-5-10 '5-1-9 4-10-6 5-6-2 1-0-0 4x6 = 4x9 = 354 = 3x8= 4x5= 3x4. 3x4 = 7-7-13 15-2-9 19-2-7 ' ' ' 25-9-3 34-8-8 0-3-8 7-7-13 7-6-12 3-11-14 ' 7-6-12 ' 7-11-5 Plate Offsets (XV): IA:0-0-0,0-1-61, IE:0-3-4,0-0-81, LH:0-0-00-0-41, [L:0-2-8,edgeJ LOADING (psi) SPACING 2-0-0 CSI DEFL' ' (in) (lc) 1/dell . PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.55 'Vert(LL) -0.20 K 499 , M20 220/195 TCDL 14.0 Lumber Increase 1.25 BC 0.65 Vert(TL) -0.43 J-K ' >956 BCLL 0.0 Rep Stress lncr NO WB 0.32 Horz(TL) 0.16 H' n/a BCDL 5.0 Code UBC/ANSI95 (Matrix) , 1st LC LL Min Well = 360 Weight: 166 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr-G TOP CHORD Sheathed or 2-8-4 on center purlin spacing. BOT CHORD 2 X 4 DF No. 1&Btr-G BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 4 DF Stud-G *Except* WI 2 X 4 DF No.1&Btr-G REACTIONS (lb/size) A1916/0-3-8, H1978/0-3-8 FORCES (lb) - First Load Case Only TOP CHORD AB=4245, B-C=4059, C-D=-3625, D-O=-3332, O-P=-3332, P-Q=-3332, E-Q=-3332, E-F=-3635, F-G=4151, G-H=-4383, Hl"-23 BOT CHORD A-N=3805, M-N=3589, L-M=3340, K-L=3340, J-K=3638, H.J=3964 WEBS B-N=-150, C-N=212, C-M=-329, DM=284, E-M=-16, E-K=304, F-K=-382F-J=287, 6-J=-249 NOTES This truss has been checked for unbalanced loading conditions. Except as shown below, special connection(s) required to support concentrated load(s). Design of connection(s) Is delegated to the building designer. Provide adequate drainage to prevent water ponding. All plates are M20 plates unless otherwise indicated. This truss has been designed for a 10.0 psI bottom chord live toad nonconcurrent with any other live loads per Table No. 16-B, UBC-94. A plate rating reduction 0120% has been applied for the green lumber members. This truss has been designed with ANSIITPI 1-1995 criteria. Load case(s) 1, 2,3,4 has been modified. Building designer must review toads to verily that they are correct for the intended use of this truss. LOAD CASE(S) Regular: Lumber Increase= 1.25, Plate Increase= 1.25 Uniform Loads (p11) Vert: A-B=-60.0, BC60.0, CD60.0, D-0-150.0, O-P-150.0, P-Q-150.0, EQ150.0, E-F-60.0, F-G-60.0, G-N=-60.0, H-l=-60.0, A-N=-10.0, M-N=-10.0, L-M=-10.0, K-L=-I0.0, J-K=-10.0, HJ=.10.0 Concentrated Loads (lb) Vert: 0-540 Q-540 UBC: Lumber tncrease=1.25, Plate Increase=1.25 Uniform Loads (p11) Vert: AB=28.0, B-C=-28.0, C-D-28.0, DO70.0, O-P-70.0, P-Q-70.0, E-Q-70.0, E-F-28.0, F-G-28.0, G-H=-28.0, H-l=-28.0, A-N=-30.0, MN=30.0, LM=.30.0, KL=30.0, J-0-30.0, H-J=-30.0 Concentrated Loads (lb) Vert: O=-252 0-252 1st unbalanced Regular: Lumber lncrease=1.25, Plate lncrease=1.25 Uniform Loads (p11) Veil: A-B-60.0, B-C-60.0, C-D-60.0, D-0-150.0, O-P-150.0, P-0-150.0, EQ.150.0, E-F-28.0, F-G-28.0, G-H=-28.0, H-l=-28.0, A-N=-10.0, M-N=-10.0, L-M=-I0.0, K-L=-I0.0, J-K=-10.0, H-J=-10.0 Concentrated Loads (lb) Veil: 0-540 0-540 ' 4)2nd unbalanced Regular: Lumber Increase= 1.25, Plate Increase= 1.25 Uniform Loads (p11) Veil: A-B-28.0, B-C=-28.0, C-D-28.0, D-0-150.0, O-P-150.0, P-Q-150.0, E-0-150.0, E-F-60.0, F.G60.0, G-H=-60.0, H-l=-60.0, A-N=-10.0, M-N=-10.0, L-M=-10.0, K-L=-10.0, J-K=-10.0, H-J=-10.0 Continued on page 2 A2 ffo,IY",A\ ( /92 9 1(' 9-30-01 / oJ rN:' N 'l PLAN AU ELEV I4Ik PG# * ENGINEERING DRAWING OENEHAL NorEs: ' IVIt NEcron PLATES ME APPLIED bEAch SIDE AND ME CEIUEHED DRAWN DY:AP ''1JOINT UNLESS OIIIEflWISE NOTED.OF \cç DENOTES courhuous ix: LArEniu. flflACINQ HEQUII1ED IN. DArE: S - ALLE0 BY OTIIEHS.SEE'TpI 11ECOMMFNDAT IONS. , ' J) HO MEMBEII OF THIS TflhJSS MAY BE CUT wlrllour Ph1IOfl APPIIOVAI Paocr OF AN ENOIHEEflING HEPHESENATIVE; ' . IIANES £ ASSOCIATES I)WIIEflE NO 111GW CEILING IS APPLIED' DlflE'c n.y ro TIlE STflU(.TUIIM. S-f l?i2r 210 WEO1 AVE. 1.0 N9fl CA. 03534 ....Troll lIflflr) II 5101 I'IlF oil To Al I?I1I'IlVAIS OF urn' Job Truss Truss Type 9971 AH5 CAL HIP Hanes & Associates, Lancaster, CA 93534 (BP) LOAD CASE(S) Concentrated Loads (lb) Veil: O=-540 Q=.540 PN:11jf PLAN: ELEV: I-kit PG# ENQINEERING DRAWING GENERAL NOTES: I) CONNECTOR PLATES ARE APPLIED TO EACH SIDE AND ARE CEUJEI1ED DRAWN BY: ON JOINT UNLESS OTHERWISE HOlED. 2) DENOTES cOUflNou3 IX LATEflAL W1ACINO HEQUIIIED IN. DArE: S - STALLED BY OrhlEflS,SEE TPI FIE COM MEND MIOHS. JJ NO MEMDER OF THIS TRUSS MAY DE cur wirnour PRIOR APPROVAl. PROJECT: OF AN ENOINEERING I1EPflESENATlVE, 4)WSIEflE HO 111010 CEILING IS APPLIED DIIIECTLY TO WE SFflUCfUIlM. V2 FlOAt (IfOIlfl ir .l(Aht HF fl?I4rFl1 At SUTFflVAtS Of in- .n IIANES & ASSOCIATES 230 WED I AVE. LO LAPICAS lEn CA. 03534 Qty Ply L.C.I. -CARLSBAD PROJECT 1 1 4.0-J. s Jun ie Mu I e1 InusIrues, Inc. We May 19 Oo:1: 1999 Page 2 2x4 II S .R - . 0 4x5= 3x4 - 5x8 . - 30 Job Truss Truss Type Qty Ply L.C.l.-CARLSBAO PROJECT 9971 AH6 CAL HIP 1 1 '.' ar7 - q.u-jL a jun a iaao MU I eK InousirTes, Inc. vvea May ia uo:10:4J iaa rage i 7-2-9 783 12-2-8 I 17-2-8 22-2-8 26-8-13 2--7 34-8-8 0-3-8 7-2-9 -0-5-10 4-6-5 5-0-0 .5-0-0 4-6-5 0-5-10 7.6-1 7-2-9 17-2-8 I 27-2-7 34-8-8 0-3.8 7-2-9 9-11-15 . 9-1.1-15 7-6-1 LOADING (psi) SPACING 2-0-0 CSI DEFL (in) (lc) Well PLATES GRIP TCLL 16.0 Plates increase 1.25 TC 0.82 . Vert(LL) -0.23 R-S >999 M20 220/195 TCDL 14.0 Lumber Increase 1.25 BC 0.78 Vert(TL) -0.51 Q-R >814 BCLL 0.0 Rep Stress lncr NO WB 0.55 Horz(TL) 0.12. 0 n/a BCDL 5.0 Code UBC/ANS195 (Matrix) 1st LC IL Min Vdetl = 360 Weight: 168 lb LUMBER BRACING TOP CHORD 2 X 4 OF No.1&Btr-G TOP CHORD Sheathed or 3-1-10 on center purlin spacing. Except: BOT CHORD 2 X 4 DF No.1&Blr-G 1 Row at midpt B-G, I-N WEBS 2 X 4 DF Stud-G SOT CHORD Rigid ceiling direclly applied or 10-0-0 on center bracing. REACTIONS (lb/size) A1203/0-3-8, 0=1278/0-3-8 . FORCES (lb) - First Load Case Only TOP CHORD A-B=-2636, B-C=-56, C-F=22, B-D=-2328, D-E=-2328, E-G=-3439, G-H=-3439, H-l=-3439, l-J=-3439, J-M=-2391, M-N=-2391, K-L=-37, L-N=-57, N-O=-2689, O-P=23 BOT CHORD A-S=2356, R-S=3073, Q-R=3102, 0-0=2417 WEBS B-S=574, E-S=-874, E-R=429, H-R=-336, J-R=396, J-Q=-834, N-0=552, F-G=-74, l-K=-74, C-D=-163, L-M=-161 NOTES This truss has been checked for unbalanced loading conditions. Provide adequate drainage to prevent water ponding. All plates are M20 plates unless otherwise Indicated. This truss has been designed for a 10.0 psI bottom chord live toad nonconcurrent with any other live loads per Table No. 16-B, UBC-94. A plate rating reduction 0120% has been applied for the green lumber members. This truss has been designed with ANSI/TPi 1-1995 criteria. LOAD CASE(S) Standard A'Vof ES rn C1v$ - OF CAU -= - - lImES & ASSOcIAIEs 230 WED I AVE. 1.9 IANCAS tEll CA. 03534 PN:djrij_ PLAN: .AU ELV:AI . . PG/I - ENGINEE fliNG DflAWIUQ OENEHAL NOTES:. . . I)CoNNECrOn PLATES. ME APPLIED TO EACh SIDE AND ARE CENIEHEV 0I1AWN BY:AP ON JOINT UNLESS OTHERWISE P101EV.. - . . -- . - 2) tM DENorEScouTffjou3 LAIEflALDRAcINQHEQU Inv) IN. DATE: S — STALLED BY 0TIIEI1S.3EE TPI hEcoMMENDAI,0N3, 1) NO MEMIJEfl OF THIS TRUSS MY BE cur Wuiiou.rpn:on APPROVAl. PflOJECr: OF AN ENGINEERING REPHESENMIvE. - - - IJWIIEHE NO flIJID CEILING IS APPLIED DIHECIIY TO TIlE srnu(;runM. flprrohf rUflflI) IT M(41 I (IF nirrp M Itirrivi 5 or in- n,' - - Job Truss . Truss Type Qty Ply L.C.I.— CARLSBAD PROJECT 9971 AH7 CAL HIP 1 1 rianes & Mssocuales, Lancasier, LP 93J4 (bl') . . 4.USI s Jun. 9 199:M:IeK inaustries, Inc. Wed may 19 Ud:1ö:4 1999 Page 1 7-2-9. 71813 12-2-8 17-2-8 . 22-2-8 268-13 2--7 34-8-8 45-8-6 0-3-8 7-2-9 0-5-10 4-65 5-0-0 5-0-0 . 4-65 0-5-10 7-6-1 1-0-0 2x4 11 2x4 11' 14 0 3x4= 5x8 3x4= -0ft8 7-2-9 17-2-8 I 27-2-7 344-8 0-3-8 7.2-9 9-11-15 9-11-15 7,6-1 LOADING (psi) SPACING 2-0-0 CSI . DEFL (in) (lc) I/deli PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.66 Vert(LL) -0.23 P-Q >999 M20 220/195 TCDL 14.0 Lumber Increase 1.25 BC 0.81 Vert(TL) -0.53 0-P >774 BCLL 0.0 Rep Stress Incr NO WB 0.64 Horz(TL) 0.13 M n/a BCDL 5.0 Code UBC/ANSI95 (Matrix) 1st LC LL Mm I/dell = 360 Weight: 155 lb LUMBER BRACING TOP CHORD 2 X 4 DF No. 1&Btr-G TOP CHORD Sheathed or 3-0-8 on center purlin spacing. BOT CHORD 2 X 4 DF No.1&Btr-G BOT CHORD. Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 4 DF Stud-G REACTIONS (lb/size) A1260/0-3-8, Mr1333/0.3.8 FORCES (lb) - First Load Case Only TOP CHORD A-B=-2786, B-C=36, C-E=-46, B-D=-2465, D-R=-2465, F-R=-2465, F-G=-3624, G-H=-3624, H-S=-2530, l-S=-2530, l-L=-2530, J-K=-46, K-L=34, L-M=-2841, M-N=23 ROT CHORD A-Q=2495, P-0=3289, O-P=3319, M-0=2559 WEBS B-Q=621, F-Q=-966, F-P=393, G-P=-298, H-P=359, H-O=-925, L-0=598, C-D=-201, l-K=-199 NOTES This truss has been checked for unbalanced loading conditions. Provide adequate drainage to prevent water ponding. All plates are M20 plates unless otherwise indicated. This truss has been designed for a 10.0 psI bottom chord live load nonconcurrent withany other live loads per Table No. 16-B, UBC-94. A plate rating reduction of 20% has been applied for the green lumber members. This truss has been designed with ANSiITPI 1-1995 criteria. LOAD CASE(S) Standard PN:jl II PLAN:,L\U ELEV: HR ... PG# I) CONNECTOR PLATES ME APPLIED TO EACII SIDE AND ARE cEuinEo DRAWN BY: ON JOINT UNLESS OTHERWIsE NOTED. = DENOTES CQNISUOUS IX LATERAL IJllACING REQUIRES) IN. DArE: S -, STALLED BY OTISEHS.SEE TPI flECOMMENDATIOUS. NO MEMBER OF THIS TRUSS MAYBE cur wiiiiotir Pnion APPROVAl. PROJECT: OF AN ENO SNEERING flEPRESENATIVE. 4)WIIEflE NO RIGID CEILING IS APPLIED DIRECTLY 10 THE SUlUCIIJIIM. formAl roinion ir .c,Io, tr mricrn AT lrirTflvAt. ni •rr• a' HANES $ ASSOCIATES 230 Wt!31 AVE. 1.9 LANCAStER CA. 0534 0 Job Truss • , Truss Type' Oty , Iy L.C.I. - CARLSBAD PROJECT 9971 AH8 CAL HIP 1 1 9.U-aZ S Jun V iao MI I eic Inausirues, Inc. vvea may iu ua:iu:zo ivtnj F99 1 -0ft8 7-2-9 71813 12-2-8 ' 17-2-8 22-2-8 26-8-13 23..7 34-8-8 0-3-8 7-2-9 0-5-10 4-6-5 5-0-0 5-0-0 4-6-5 0-5-10 7-6-1 1-0-0 5.00 1T 4x5 4x5= 0 ,L ' '. K ' 3x7 3x4= 5x8= . ' '" , ' 3x4= -0 P-1 7-2-9 17-2-8 I' 27-2-7 34-8-8 0-3-8 7-2-9 ' 9-11-15 9-11-15 7-6-1 • I. LOADING (psi) I 1• SPACING 2-0-0 CSI 'DEFL (in) (lc) I/dell PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.67 Vert(LL) ' -0.23 L-M >999 M20 220/195 TCDL 14.0 Lumber Increase 1.25 BC 0.81 Vert(TL) -0.53 K-L >775 BCLL 0.0 ' Rep Stress lncr NO WB 0.64 'Horz(TL) 0.13 I n/a BCDL 5.0 Code , tiBC/ANS195 (Matrix) 1st LC LL Mm I/dell = 360 Weight: 146 lb LUMBER . ' BRACING TOP CHORD 2 X 4 DF No.1&Blr-G TOP CHORD Sheathed or 3-0-2 on center purlin spacing. BOT CHORD 2 X 4 DF No. 1&Btr-G DOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 4 DF Stud-G REACTIONS (lb/size) A=1269/0-3-8, 1=1342/0-3-8 FORCES (lb) - First Load Case Only TOP CHORD A-B=-2806, B-C=-61, B-N=-2484, D-N=-2484, D-E=-3613, E-F=-3613, F-O=-2549, G-O=-2549, G-H-61, G-l=-2861, I-J=23 BOT CHORD A-M=2513, L-M=3262, K-L=3292, l-K=2577 . . WEBS B-M=594, D-M=-913, D-L=411, E-L=-316, F-L=376, F-K=-872, G-K=571 NOTES This truss has been checked for unbalanced loading conditions. Provide adequate drainage to prevent water ponding. . . All plates are M20 plates unless otherwise indicated. This truss has been designed for a 10.0 psI bottom chord live load nonconcurrent with any' other live loads per Table No. 16-B, UBC-94. A plate rating reduction 0120% has been applied for the green lumber members. This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard 92 rn rn 9-30-01 PN:1L PLAN.: "AR. .. ELEV:4U .• .PG.# •, •,, * , * I ENGINEERING DRAWING OENEHAL.:NOrES: . ' . "0 " . If> ,VIL l)conuscron PLATES ARE APPLIED TO EACH SIDE AND AflE.CEUIEIlED OHAWN BY: 12L rs.3 ON JOINt UNLESS OTHERWISE NOTED..,. '. OF 2) NI 99~DENOTES COINOUS IX LATERAL IJflACINO HEQUII1EI) IN. DArE: S STALLED BY OTHEHS.SEE Ti'S IlECOMMNDAT1oNs. . . •. •, .. 3)NO MEMBER OF THIS TIIUSS MAY BE cur without PRIOR APPROVAL PROJECT: OF AN ENOlNEEflIt4O REP flESENMIVE. . . •' ' .. . ' . . - '. IIANES I ASSOCIATES l)WIIEHE No nioo CEILING IS APPLIED DIRECTLY TO THE STRUCTUIIM. SA- 'Pi2t' 230 WED AVE. 1.0 LANCAS1EII CA. 03534 flc)rTnM rltritn IT dM11 IIF nit.rri At III rrnv: r. rn tn n•• 0 5.001W 3x4=. 2x411 ix4 = 4x7 4x7 = 354 = 6xI0M20H 3x4 0 ELEV: _ PG/f )ItAWN BY: - DATE: — PltOJECr: Ir" Irn \s.._9F CA1 IIANES & ASSOCIATES 2.10 WC-01 AVE. LB LANCM I Efl CA. 03534 ZONNINNERM 'COUNEcTofl PLATES ME APPLIED TO EACH SIDE AND AI1E CENIE11ED CU JOINT UNLESS OlilEn WISE NOTED 1) DENOTES couriuous IX LME11AL WIACINO flE QUIltED IN STALLED BY OTISEflS.SEE TPI flECOMMENIJATIOp4S. NO MEMBER OF THIS TRUSS MAY PE CUT WITHOUT PRIOR AppRovAl. OF AN ENOINEEHINO I1EP11ESENATIVE. t)WIIEHE NO 111010 CEILING IS APPLIED DIRECTLY TO THE STRt.UTUlMl. - 1117T111M rll,,nn IT ,Ii4Ii hF flhIArrO AT my rIlVAI i (U tfl' 0' Job Truss Truss Type Qty Ply L.C.I. -CARLSBAD PROJECT 9971 AI-19 CAL HIP 1 2 .JaflOOS1UIOOO, 1.0I u,..ao,c, o.?.,.r, \LrJ a un a uaao lviii eK unousurues, Inc. vveo May ia U0:1*:L0 iaaa lage 1 -0ft8 7-2-9 71813 12-2-8 17-2-8 22-2-8 26-8-13 2--7 34-8-8 0-3-8 7-2-9 0-5-10 4-6-5 5-0-0 5-0-0 4-6-5 0-5-10 7-6-1 1-0-0 -Oft8 7-2-9 17-2-8 I 27-2-7 34-8-8 0-3-8 7-2-9 9-11-15 : 9-11-15 7-6-1 LOADING (psi) TCLL 16.0 TCDL 14.0 BCLL 0.0 BCDL 5.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress lncr NO Code UBC/ANSI95 CSI TC 0.72 BC 0.86 WB 0.53 (Matrix) DEFL. (in) (lc) I/deft Vert(LL) -0.38 J >999 Vert(TL) 481 I-J >501 Horz(TL) 0.21 G We 1st LC LL Min I/deft = 360 PLATES GRIP M20 220/195 M20H 165/146 Weight: 283 lb LUMBER . BRACING TOP CHORD 2 X 4 DF No. 1&Btr-G TOP CHORD Sheathed or 3-2-4 on center purtin spacing. BOT CHORD 2 X 4 DF No. 1&Btr-G BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 4 DF Stud-G . S WEDGE Left: 2 X 4 OF Utility . REACTIONS (lb/size) A3616/0-3-8, G365410-3-8 FORCES (Ib) - First Load Case Only : TOP CHORD A-B=-8722, B-L=-7871, C-L=-7871, C-M=-11929, D-M=-11929, DN=11929, E-N=-11929, E-O-8064, F-O-8064, F-G=-8880, G-H=23 BOT CHORD A-K=7966, K-P=10738, P-0=10738, J-Q=10738, J-R=10833, R-S=10833, I-S10833, G-1=8156 WEBS B-K=1990, C0.3362, C-J=1396, D-J=-1154, E-J=1285, E-l=-3247, F-1=1930 NOTES 2-ply truss to be connected together with lOd Common(.148"x3") Nails as follows: Top chords connected with 1 row(s) at 0-4-0 on center. Bottom chords connected with 1 row(s) at 0-9-0 on center. Webs connected as follows: 2 X 4 - 1 row(s) at 0-9-0 on center. This truss has been checked for unbalanced loading conditions. Except as shown below, special connection(s) required to support concentrated load(s). Design of connection(s) Is delegated to the building designer. Provide adequate drainage to prevent water ponding. All plates are M20 plates unless otherwise Indicated. This truss has been designed for a 10.0 psI bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-94. A plate rating reduction of 20% has been applied for the green lumber members. This truss has been designed with ANSt/TPI 1-1995 criteria.. Load case(s) 1, 2, 3, 4 has been modified. Building designer must review loads to verify that they are correct for the Intended use of this truss. LOAD CASE(S) Regular: Lumber lncrease1.25, Plate Increase=1.25 Uniform Loads (ptf) Vert: A-B-60.0, B-L-60.0, DM235.6, D-N=-235.6, F-0-60.0, F-G-60.0, G-H-60.0, A-0-24.3, K-P-24.3, P-Q=-24.3, J-Q=-24.3, J-R=-24.3, R-S=-24.3, l-S=-24.3, G-l=-24.3 Concentrated Loads (Ib) Veil: L-840 0-840 Trapezoidal Loads (pIt) Veil: L-145.6-to-C=-196.3, C-196.3-to-M-235.6, N-235.6-to-E-1963, E-196.3-to-O-145.6 UBC: Lumber lncrease=1.25, Plate lncrease=1.25 Uniform Loads (pit) S - Veil: A-B-28.0, B-L-28.0, D-M=-110.0, D-N-110.0 F-0-28.0, F-G-28.0, G-H-28.0, A-K-44.3, K-P=-44.3, P-Q=-44.3, J.0=.443, JR=44.3, R-S=-44,3, l-S=-44.3, G-1=44.3 Concentrated Loads (lb) Veil: L-392 O=-392 Trapezoidal Loads (pIt) Veil: L=-68.0-to-C=-91.6, C-91.6-to-M-110.0, N=-110.0-to-E=-91.6, E-91.6-to-0-68.0 1st unbalanced Regular: Lumber lncrease=1.25, Plate Increase =1.25 Continued on page 2 HANES £ ASSOCIATES 210 WEO 1 AVE. t..o LANCA91 Efl CA. 0534 Job Truss. Truss Type Qty Ply L.C.l.-CARLSBADPROJECT 9971 AH9 CAL HIP 1 2 LdruudLer, ?jV.X204 kDr) S 4.0-32 s Jun 9 iue MI 10K InausIrles, Inc. vvea May i9 0818:27 i999 Page 1 LOAD CASE(S) Uniform Loads (p11) Vert: AB.60.0, B-L-60.0, D-M=-235.6, D-N-235.6, F-0-60.0, F-G-28.0, G.H-28.0, AK24.3, K-P-24.3, P-0-24.3, J-Q-24.3, J-R=-24.3, R-S=-24.3, l-S=-24.3, G-l-24.3 Concentrated Loads (Ib) Vert: L-840 0-840 Trapezoidal Loads (p11) Vérl: L-145.6-lo-C=-196.3, C-196.3-to-M=-235.6, N-2356-to-E-196.3,E=-196.3-lo-O=-145.6 4)2nd unbalanced Regular: Lumber tncrease1.25, Plate Increase1.25 Uniform Loads (t1) Vert: A-B=-28.0, B-L-60.0, D-M=-235.6, D-N-235.6, F-0-60.0, F-G=-60.0, G-H-60.0, A-0-24.3, K-P=-24.3, P-Q=-24.3, J-0-24.3, J-R=-24.3, R.S-24.3, l-S=-24.3, G-l=-24.3 Concentrated Loads (lb) Vert: L-840 0-840 Trapezoidal Loads (pit) Vert: L-145.6-to-C=-196.3, C19l3.3to_M.235:6, N=-235.6-to-E-196.3, E.196.3to_O.145.6 PG/I CONNECOfl PLATES ME APPLIED TO EACH SIDE AND ME CEtIJEflEO DIIAWN BY: ON JOINT UNLESS OIIIEIJWISE NOTED. S DENOTES CQNTIUOUS lx LMERAL W1ACIUG flEQUIflEH IN. DATE: S — I ST ALLED BY OTUEHS.SEE TPI IIECOMMFNDATSONS. NO MEMBEfl OF THIS TIIUSS MAY BE CUT WSIIIOUT Prison APPHOVAI. PI10JECT: L OF AN ENOINEEHINO HEPHESENATIVE. 4)WIIEI1E NO fl101o CEILING IS APPLIED DInECILY To ElSE SrI1UCFUIIM. nnrr('M (IIflIlfl ir .IIIII I ur fliI4rrn Al s,IyrwAI flt In' 0 PN:111( PLAN: ELEV: Job Truss Truss Type Qty Ply L.C.I. - CARLSBAD PROJECT 9971 6 FINK 4 1 ,Juii C ICCO lviii WI uriuusiiieb, IflC. vveu May IC VD; io;hl iaaa rage i 6-3-14 12-0-0 17-8-2 24-0-0 1-0-0 6-3-14 5-8-2 5-8-2 6-3-14 1-0-0 454 = 3x4= • , • n, 354 5x5 • • 3x4= 8-0-0 16-0-0 24-0-0 8-0-0 8-0-0 . 8-0-0 Plate Offsets (XV): 11:0-2-8,0-3-01 LOADING (psI) SPACING 2-0-0 CSI DEFL (in) (Iôc) Well PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.33 Vert(LL) -0.13 H-I >999 M20 220/195 TCDL 14.0 Lumber Increase 1.25 BC 0.51 Vert(TL) -0.23 H-I >999 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(TL) 0.04 F. n/a BCDL 5.0 Code UBC/ANS195 1st LC LL Min I/dell = 360 Weight: 96 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.1&BIr-G TOPCHORD Sheathed or 4-10-9 on center purlin spacing. 601 CHORD 2 X 4 DF No.1&Btr-G BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 4 DF Stud-G REACTIONS (lb/size) B902/0-3-8, F902/0-3-8 FORCES (Ib) - First Load Case Only TOP CHORD A-B=12, B-C=-1532, C-D=-1335, D-E=-1335, EF1532, F-G=12 BOT CHORD B-t=1407, H-1=961, F-H=1407 WEBS C-I=-314, D-1=435, D-H=435, E.H=-314 NOTES This truss has been checked for unbalanced loading conditions. All plates are M20 plates unless otherwise indicated. This truss has been designed for a 10.0 psI bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-94. A plate rating reduction of 20% has been applied for the green lumber members. This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard PN:'flj PLAN: \U ELEV:._I-Ik . PG/I ENOINEEHING OHAWINQ GENE H4L NorEs: I) CONNECyOfl PLATES ME APPLIED TO EACH SIDE AND ME CEUIEHED OHAWN BY. ?.A ON JOINT UNLESS OT11E11 WISE NOTED. c 3) M DENOYESCOUWIOUS IX LMEflALDIIACINOHEQUIIIEDIN. DArE: S — STALLED DY OTHEIIS,SEE TPI HECOMMFNDATIoNS. 3010 MEM8Efl OF THIS TflLISS MAY BE CUT WIIHOIJI PRIOfl APPROVAl. PIIOJECr: OF AN ENOINEEHINO IlEPflESENATIVE. 4)WIIEflE NO 111010 CEILING IS APPLIED DIRECTLY TO USE Srfltil:TUIIM. S'PA •i ..I7RTTOAI rIIn,ifl tr If 'ill IIF flIIArr.fl A!' I1ITFHVAI .'; oF br ,OFESSi4?.y P-•. I A 192Q.rn 9-3O-01 \C1V,t HANES 6 ASSOCIATES 230 WEB I AVE. t..o t.ANCASlEfl CA. 03534 Job Truss Truss Typrr Qty Ply L.C.I. - CARLSBAD PROJECT 9971 BH CAL NIP 1 1 I IdIlCO a flbUbIdIU, La,IuabIe,, SM UJU44 kfirl q.u-J S JUfl V ItOtF0 MI I eK Inausines, Inc. vvea May ito uo:ie:o ivvu rage i 3-11-6 7-6-1 7-1-1 12-0-0 ' 16-0-5 16i515 20-0-10 24-0-0 1-0-0 3-11-6 3-6-11 0-5-10 4-0-5 4-0-5 .0-5-10 3-6-11 3-11-6 1-0-0 47 = 47 = 3x4 = 557 = 5x7= 3x8 5x7 W8 3x8 I 7-6-1 I 16-5-15 I 24-0-0 7-6-1 - 8-11-14 7-6-1 Plate Offsets (X,Y): JB:0-2-5edgel, I1-I:0-2-5,edgel LOADING (psi) SPACING 2-0-0 CSI DEFL (in) (lc) 1/defi PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.61 Vert(LL) -0.18 J-L >999 M20 2201195 TCDL 14.0 Lumber Increase , 1.25 BC 0.87 Vert(TL) -0.49 J-L >584 BCLL 0.0 Rep Stress incr NO WB 0.40 Horz(TL) 0.14' H nla BCDL 5.0 Code UBC/ANS195 (Matrix) 1st LC LL Mm 1/defi = 360 Weight: 103 lb -' LUMBER BRACING TOP CHORD 2 X 4 OF No.1&Btr-G ' TOP CHORD Sheathed or 2-7-5 on center purlin spacing. BOT CHORD 2 X 4 OF No.1&Btr-G BOTCHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 4 DF Stud-G REACTIONS (lb/size) B2154/0-3-8, H=215./0-3-8 FORCES (lb) - First Load Case Only TOP CHORD A-B=23, B-C=-4703, C-D=4725, D-M=-4383, E-M=-4383, E-N=-4383, F-N=-4383, F.G=.4725, G-H=4703, H-I=23 BOT CHORD B-L=4255, L-0=4935, O-P=495, K-P=4935, K-Q=4935, J-0=4935, H-J=4255. WEBS C-L=166, D-L=525, E-L=-668, ti-J=-668, FJ525, G-J166 NOTES This truss has been checked for unbalanced loading conditions. Except as shown below, special connection Is) required to support concentrated load(s). Design of connection(s) is delegated to the building designer. Provide adequate drainage to prevent water ponding. All plates are M20 plates unless otherwise indicated. This truss has been designed for a 10.0 psI bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-94. A plate rating reduction of 20% has been applied for the green lumber members. This truss has been designed with ANSi/TPI 1-1995 criteria. Load case(s) 1, 2, 3, 4 has been modified. Building designer must review toads to verily that they are correct for the Intended use of this truss. LOAD CASE(S) Regular: Lumber increase=1.25, Plate lncrease=1.25 Uniform Loads (pit) Verb: A-B=-60.0, B-C=-60.0, C-D=-60.0, D-M-60.0, F-N-60.0, F-G-60.0, G-H-60.0, H-1-60.0, B-L=-24.3, L-O=-24.3, O-P=-24.3, K-P=-24.3, K-Q=-24.3, J-Q=-24.3, H-J=-24.3 Concentrated loads (lb) Veil: 0s680 F-680 Trapezoidal Loads (pIt) Veil: M-145.6-to-E=-175.6, E175.6toN.145.6 UBC: Lumber Increase= 1.25, Plate Increase= 1.25 Uniform Loads (pit) Veil: AB28.0, B-C-28.0, C-D-2.3.0, D-M-28.0, F-N-28.0, F-G-28.0, G-H-28.0, H-1-28.0, B.L44.3, L-0=44.3, OP=44.3, K-P=-44.3, i<-0=44.3, J-Q=-44.3, H-J=-44.3 Concentrated Loads (lb) Veil: D.317 F-317 Trapezoidal Loads (pit) Veil: M-68.0-io-E-82.0, E-82.0-to-N-68.0 3)1st unbalanced Regular: Lumber increase= 1.25, Plate increase1.25 Uniform Loads (pit) Veil: A-B=-60.0, B-C-60.0, C-D-60.0, D-M-60.0, F-N-60.0, F-G-28.0, G-H-28.0, H-1-28.0, 8-L-24.3, L-O=-24.3, O-P=-24.3, KP=24.3, K-Q=-24.3, J-Q=-24.3, H-J=-24.3 Concentrated Loads (lb) Veil: 0-680 F-680 Continued on page 2 I I t(A 9-30-01 N: PLAN:,- 'AU, ELEV:.._41t ..' PG/f , *' \,,,J * I . ENGINEEflING DRAWING OENEIIALNOIES: , IVIt.. J)coNNEcron PLATES ARE APPLIED TO EACH SIDE AND ME CENtERED DRAWN BY: ?.AP ON JO:Nr UNLESS OTHER WISE NOTED. OF C Z) DENOTES coursuous IX LATERAl. IJflACIUO REQUIRED IN. DATE: S AO STARED BY OTIIERS.SEE TI'S RECOMMENDATIONS, i) NO MEMBER OF THIS TItUSSMAY HE cur WIIIIOUT PRIOR APPROVAL PROJECT: OF AN ENQINEEHINO I1EPflESENATlvE. , HANES & ASSOCIATES 4)WJIEflE NO RIGID CEILING IS APPLIED DIRECTLY TO TIlE SrHuGTuIIAL S-)' j?v2f 230W12-81 AVE. to LANCAStER CA. 03534 flnrTAI rlf1IIfl Sr ,St.1I S SIP flSSArSin Ar SPIT r.tWAI fir 5n fl EAST COUNTY TESTING & LAB 10925 Hartley Road, Suite I Santee, California 92071 (619) 258-7901 Fax 258-7902 July 25, 1999 Westwood Homes LLC 42257 6th Street W. #305 Lancaster, California 93534 Subject: Project No. 99-1106E4(A) Sideyard Drainage Recommendations Proposed Two-Story Residences 1107 Las Flores Drive City of Carlsbad, California. Reference: "Limited Site Investigation,Proposed Two-Story Residences, 1107 Las Flores Drive, City of Carlsbad, California", Project No. 99-1106E4, Prepared by East ,jounty Testing & Lab, Dated June 5, 1999. Ladies! Gentlemen: In accordance with your request, we have performed an evaluation of the sideyard drainage swales for the proposed single family residences at the subject site. We understand that the two(2) percent positive drainage requirement for at least five(5) feet away from the structures cannot be met. It is our recommendation that a gradient of 3 1/2 percent positive drainage away from the structures for at least three(3) feet be maintained such that the runoff is directed towards a suitable drainage device(i.e. area drain, street gutter, etc.) via a swale with a minimum gradient of one(1) percent. If we may be of further assistance, please do not hesitate to contact or office. Respectively submitted, Mamadou Saliou Diallo, P.E. RCE 54071 MSD/md OF 01 EAST COUNTY TESTING. & LAB 10925 Hartley Road, Suite I Santee, California 92071 (619)258-7901 Fax 258-7902 June 05, 1999 Westwood Homes LLC 42257 6th Street W. #305 Lancaster, California 93534 Subject: Project No. 99-1106E4 Limited Site Investigation Proposed Two-Story Residences 1107 Las Flores Drive City of Carlsbad, California. Ladies! Gentlemen: In accordance with your request, we have performed a limited investigation of the soil conditions at the subject site. The attached report discusses the geotechnical aspects of tJ the project and provides conclusions and recommendations for the proposed development. Our investigation found that the site is underlain by fill soils and Pleistocene marine deposits to the maximum explored depth of. ten(10) feet within the limits of the proposed development.. These fill soils and marine deposits generally consist of tan to light brown, silty sand(SM), fine grained, exhibiting a very low potential for expansion. Consistency ranges from loose to medium dense at shallow depths (2 feet) to dense at greater depths. It is our opinion that the proposed development is feasible provided the recommendations herein are implemented during construction. Respectfully submitted, 4L j Mamadou Saliou Diallo, P.E. RCE 54071 WESTWOOD HOMES LLC PROJECT NO. 99-1106E4 INTRODUCTION This is to present the findings and conclusions of a soils investigation for the two(2) proposed two-story residences located on the southeast corner of Las Flares Drive and Jefferson Street, in the City of Carlsbad, California. The objectives of this investigation were to determine the existing soils conditions and provide recommendations for site development. In order to accomplish these objectives, three(3) exploratory holes were excavated and an existing cut slope was examined to a maximum depth of 10 feet; undisturbed and loose bag samples were obtained, and laboratory tests were performed. SITE DESCRIPTION AND PROPOSED CONSTRUCTION The subject site is located on the southeast corner of Las Flares Drive and Jefferson Street, in the City of Carlsbad, California. It was previously graded with a moderate slope to the west. An existing cut slope ranging fromn.three(3) feet to-six(6) feet in height was examined along the Jefferson Street right-of-way. A single family residence occupies the site. It is our understanding that the proposed development will consist of the construction of two(2), two- story dwellings. The two-story residences will be founded on continuous and spread footings with slab-on-grade floors. Minor grading is anticipated at the site. FIELD INVESTIGATION Three exploratory -holes were excavated with a hand auger and an existing cut slope was examined to a maximum depth of ten(10) feet on may May 27, 1999 at the approximate locations shown on the attached Plate No. 1, entitled "Location of Exploratory Holes". A continuous log of the soils encountered was recorded at the time of excavation and is shown on the attached Plate No. 2 entitled "Summary Sheet". The soils were visually and texturally classified according to the filed identification procedures set forth on the attached Plate No. 3 entitled "Uniform Soil Classification Chart". 2 WESTWOOD HOMES LLC PROJECT NO. 99-1106E4 SURFACE CONDITIONS The surface soils encountered during the course of our investigation were fill soil and Pleistocene marine and marine terrace deposits consisting of tan to light brown, fine grained silty sand(SM) . Consistency of the marine deposit ranges from loose to medium dense at shallow depths (2 feet) to medium dense at greater depths. EXPANSIVE SOILS An expansion test was performed on a representative sample of the soils encountered to determine volumetric change, characteristics with change in moisture content. An expansion index of zero indicates that the surface soils exhibit a very low potential for expansion. GROUNDWATER No ground water was encountered during the course of our investigation. Groundwater is anticipated at the elevation of the Buena Vista Lagoon(approximately 70 feet). Wedo not expect ground water to affect the proposed development. GEOLOGIC HAZARDS A review of the available geological literature pertaining to the site indicates the existence of the Elsinore fault zone approximately 25 miles northeast of the site. Ground shaking from this fault or one of the major active faults in the region is the most likely happening to affect the site. With respect to this hazard, the site is comparable to others in the general area. The proposed apartment buildings should be designed in accordance with -seismic design requirements of the Uniform Building code or the Structural Engineers Association of California. Based on the absence of shallow ground water, type and consistency of the soil deposit, it is our opinioh that the potential for liquefaction is very low. 3 WESTWOOD HOMES LLC PROJECT NO. 99-1106E4 CONCLUSIONS AND RECOMMENDATIONS The' following conclusions and recommendations are based upon the analysis of the data and information obtained from our soil investigation. This includes visual inspection; field investigation; laboratory testing and our general knowledge of the soils native to the site. The site is suitable for the proposed construction provided the recommendations set forth are implemented during construction. Site grading should begin with clearing and.grubbing, e.g. the removal of debris and deleterious materials. The fill and the subgrade soils extending to a depth of two(2) feet should be removed, moisture conditioned, replaced and compacted to a minimum of 90 percent relative'density. The actual depth and extent of removal should be ealuated in the field at the time of excavation by a representative of this firm. Grading should be done in accordance with the attached appendix A. FOUNDATION AND SLAB Continuous footings and/or spread footings are suitable for use and shall extend a minimum of 18 inches for the two- story structures into compacted fill or the formational soils. Continuous footings should be. 12 inches in width and reinforced with two #4 steel bars; one bar placed near the top of the footings and the other bar placed near the bottom of the footings. Concrete floor slabs should be a nominal 4 inches thick. Reinforcement should consist of #3 bars placed at 24 inches on center each way or 6X6-6/6 mesh. Slab reinforcement should be placed within the middle third of the slab by supporting the steel on chairs or concrete blocks "dobies". The effect of concrete shrinkage will result in cracks in virtually all concrete slabs' which are not designed •to resist this shrinkage. To reduce the extent ofshrinkage, the concrete should be placed at a maximum of 4 inch slump. The minimum steel recommended is not intended to prevent shrinkage cracks. 4 WESTWOOD HOMES LLC PROJECT NO. 99-1106E4 Where moisture sensitive floor coverings are anticipated over the slab, a 6 mil plastic moisture barrier should be placed beneath the concrete slab. The plastic moisture barrier shall be overlain with a minimum of 2 inches of sand to aid in concrete curing and to minimize potential punctures. c. An allowable soils bearing value of 1500 pounds per square foot may be used when designing continuous ' foundations and spread footings founded a minimum of 12 inches into firm natural ground or compacted fill soils. This value may be increased by 20 percent for each additional foot of width and/or depth to a maximum value of 4,500 lb/ft2 as set forth in the 1994 edition of the Uniform Building Code, Table No. 18-1-A.. RETAINING WALLS Lateral resistance to horizontal movement may be provided by the soil passive pressure and the friction of concrete to soil. An allowable passive pressure of 150 pounds per square foot per foot of depth may be used. A coefficient of friction of .25 is recommended. The passive pressure may be increased by 1/3 for wind and seismic loading. Unrestrained, cantilevered retaining walls with level backfill should be designed to resist an active equivalent fluid pressure of 35 pounds per cubic foot. This pressure is based on the backfill soils being free draining and non-' expansive. Backfill materials must be approved by the soils engineer prior to use. Restrained walls, such as basement walls, that are not free to rotate should be designed to resist an active equivalent fluid pressure of 55 pounds per cubic foot. DRAINAGE ' Adequate measures shall be undertaken to properly finish grade the site after the structures and other improvements are in place, such that the drainage water within the site and adjacent properties is directed away from the foundations, footings, floor slabs and the tops of slopes via surface swales and subsurfae drains towards the natural drainage for this area. Proper surface and subsurface drainage will be required to minimize the potential of water seeking the level of the bearing soils under the foundations, footings and floor slabs, which may otherwise result in undermining and 'differential settlement of the structures and other improvements. 5 WESTWOOD HOMES LLC PROJECT NO. 99-1106E4 LIMITATIONS OF INVESTIGATION The recommendations of this report pertain only to the site investigated and based upon the assumption that the soil conditions do not deviate from those disclosed in the holes. If any variations or undesirable conditions are encountered during construction, or if the proposed construction will differ from that planned at the present time, East County Testing and Lab should be notified so that supplemental recommendations can be given. The findings in this report have been derived in accordance with current standards of practice and no warranty is expressed or implied. This report is presented with the understanding that it is the responsibility of the owner, or his agent or representative, to insure that the recommendations in this report should be carried out in the field. Additionally, the information in this report. is brought to the attention of the "design team", consisting of architects, engineers, etc., such that all information could be incorporated into the building plans. The findings in this report are applicable as of the present date. However, changes in the condition of a property can occur with the passage of time, whether the changes are due to natural processes or the works of man on this property or adjacent properties. In addition, the findings of this report may become invalidated due to the changes in the state of the art or changes in applicable or appropriate standards used at this time, whether they result from legislation or from the broadening of knowledge. - Page L-1, Plates No. 1 through 3 and AppendixA are parts of this report. Respectfully submitted, -Z Mamadou Sali4u-01:allo RCE 54071 MS D /md WESTWOOD HOMES LLC PROJECT NO. 99-1106E4 6/5/99 LABORATORY TEST RESULTS Page L-1 The Maximum dry densities and optimum moisture contents of the fill materials as determined by A.S.T.M. D1557-91 Procedure A and B which uses 25 blows of a 10 pound rammer falling from.a height of 18 inches on each of 5 layers in a 4 inch diameter 1/30 cubic foot compaction cylinder. Procedure C uses 56 blows of a 10 pound hammer falling from a height of 18 inches on each of 5 layers in a 6 inch diameter .1/13.3 cubic foot compaction cylinder are presented as follows: Soil type/Procedure Maximum Dry Density lb/cu. ft. Optimum Moisture Content % dry wt. HOLE NO. 1 @'1-7' TAN SILTY SAND 123.5 8.5 An expansion test in conformance with UBC 18-2 was performed on a representitive sample of on-site soils to determine volumetric change characteristics with change in moisture content. The recorded expansion of the sample is presented as follows: . Initial Saturated Initial Dry Moisture Moisture Density Expansion Content% Content% lb/cu.ft. Index 8.3 . 16.7 111.6 0 HOLE NO. 1 @ 1-7' 1/ C "e EAST COUNTY TESTING & LAB 10925 HARTLEY ROAD SUITE I SANTEE CALIFORNIA 92071 S 619 258-7901 fax 619 258-7902 3 / WESTWOOD HOMES LLC PROJECT NO. 99-1106E4 PLATE NO. 2 SUMMARY SHEET NO. 1 CUT/HOLE NO. 1 DEPTH SOIL DESCRIPTION Y M surface light brown, dry, loose to medium dense, silty sand(SM) weatheredmarine deposits(Qm) 1.01 tan, dry to moist,, medium dense, silty sand (SM) (Qm) 4.0' " . 106.8 3.5 7.0 tan to dark brown, moist, 4.7 medium dense, silty sand(SM) (Qm) 10.01 bottom of hole hole backfiiled 5-27-99 ---------------------------------------------------------- CUT/HOLE NO. 2 DEPTH SOIL DESCRIPTION . Y M surface light brown, dry, loose to medium dense, silty sand(SM) weathered marine deposits.(Qm) 1.6' tan, dry to moist,. medium dense, silty sand (SM) (Qm) 4.0 IV VT 6.0' VI 'VT TV bottom of hole hole backfilled 5-27-99 . CUT/HOLE NO. 3 DEPTH SOIL DESCRIPTION y . M surface light brown, dry, loose to medium dense, silty sand(SM) weathered marine deposits(Qm) 1.0' tan, dry to moist, medium ' dense, 'silty sand ('SM) (.Qm) 3.0' bottom of hole . hole backfilled. 5-27-99 . ---------------------------------------------------------- 7 WESTWOOD HOMES LLC PROJECT NO. 99-1106E4 6/5/99 CATEGORIZATION GROUP YfiffL GRAPH- ICAL TYPICAL NAMES I DESCRIPTION I' GW WELL GRADED GRAVELS, gravel-sand mixtures. Wide range in grain size I.e >, I substantial amounts of all intermediate particle sizes. -C - - Iuc I.0 '.-e.. WIO .... GP 1000 POORLY GRADED GRAVELS, gravel-sand mixtures. Predominately one size c or a range of-sizes with some Intermediate sizes missing. N ---. >1m .(.CN C s— C IL mc. h GM SILTY GUVELS, gravel-sand-silt mixtures. Appreciable amount VI I. (I C .0 0 of non-plastic fines. G VI -> — N -u - C L.5 c > < GC CLAYEY GRAVELS, gravel-sand-clay mixtures. Appreciable, amount w 0 of plastic fines. — C C oI.__.. W WELL GRADED SANDS, gravelly sands. Wide range in grain size .5 C Z0 N C .'•'.'. & substantial amounts of all Intermediate particle sizes. <C- .0 0 — Si' POORLY GRADED SANDS, graelly sands. Predominately one size 05 UI. C 5--- O— Z <W - 5- ° 41 I. fl 9 0 1_5.. U or a range of sizes with some intermediate sizes missing. —. • — mc- SM SILTY SANDS, sand-silt mixtures. Appreciable amount of o 1u..1 non-plastic fines. - __, U U IzI (nI_I SC CLAYEY SANDS, sand-clay mixtures. Appreciable amount OI.O of plastic fines. ML IIJIJI1 INORGANIC SILTS I Very Fine Sands, Rock Flour, Silty or N N Clayey Fine Sands with slight plasticity. <I- N -'I CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, gravelly — N — clays, Sandy clays,' silty clays, lean clays. N 0 CV - In UIC 0 -. 2 OL 111111 ORGANIC SILTS ORGANIC SILT CLAYS of low plasticity. — o -C- 2 0 • I. V MH El INORGANIC SILTS, micaceous or diatomaceous fine sandy .5 U or silty soils, elastic silts. " c 2 (nlI.. 2 C - <I — .5 4. C " CH INORGANIC CLAYS OF HIGH PLASTICITY, fat clays. - - I. C-LA -Il- 0 N (n or 4 — OH ORGANIC CLAYS of medium to high plasticity. HIGHLY ORGANIC SOILS PT PEAT & other highly organic soils. Legend: UC = Unified Classification = Sample location E = Sampler penetration resistence (ft. kips/ft.) V = Natural dry density (pcf) M = Field moisture content ( dry wt.) WI = Approximate location of water table PLATE NO. 3 WESTWOOD HOMES LLC PROJECT NO. 99-1106E4 REFERENCES 1:"1994 Edition, Uniform Building Code, Volume 2, Structural Engineering and Design Provisions'. 2:"Geologic. Map of California, Olaf P. Jenkins Edition, .Santa Aria Sheet, Compilation by Thomas H. Rogers 1965, Sixth Printing 1992. 11 EAST COUNTY TESTING & LAB 10925 HARTLEY ROAD, SUITE I SANTEE, CALIFORNIA 92071 (619) 258-7901 APPENDIX A RECOMMENDED EARTHWORK SPECIFICATIONS General Description The intent of these specifications is to obtain uniformity and adequate strength in filled ground so that the proposed structures may be safely supported. The procedures include the clearing and preparation of the land to be filled, processing the fill soils, the spreading, and compaction of the filled areas to conform with the lines and grades as shown on the approved plans. The owner shall retain a Civil Engineer qualified in soil mechanics (herein referred to as engineer) to inspect and test earth work in accordance with these specifications. The engineer shall advise the owner and grading contractor immediately if any unsatisfactory conditions are observed to exist and shall have the authority to reject the compacted filled ground until such time that corrective measures are taken, necessary to comply with the specifications. It shall be the sole responsibility .of the grading contractor to achieve the specified degree of compaction. Preparing Areas to be Filled All brush, vegetation and any biodegradable refuse shall be removed or otherwise disposed of so as to leave the areas to be filled free of vegetation and debris. Any uncompacted filled ground or loose compressible natural ground, shall be removed unless the report recommends otherwise. Any buried tanks or other structures shall be removed and the depression backifliled to the satisfaction of the engineer. The natural ground which is determined to be satisfactory for the support of the filled ground shall then be plowed or scarified to a depth of at least 12 inches(12"). After the natural ground has been prepared, it shall then-,be brought to the proper moisture content and compacted to not less than 90 percent of maximum dry density in accordance with ASTM Dl 557-91. Where fills are made on slopes greater than 20 percent, horizontal benches shall be cut into the firm natural ground. The initial bench at the toe of the fill shall be at least 10 feet in width an firm undisturbed natural ground. The width of all succeeding benches shall be at least 6 feet. APPENDIX A Fill Materials All material shall be approved by the engineer and shall consist of materials free from vegetable matter, and other lumps greater than 6 inches in diameter. If, during grading operations, soils are found which were not encountered and tested in the preliminary investigation, tests on these soils shall be performed to determine their physical characteristics. Any special treatment recommended in the jreliminary or subsequent soils reports not covered herein shall become an addendum to these specifications. Placing and Compacting Fill Materials When the moisture content of thefill material is below that specified, water shall be added until the moisture content is near optimum to assure uniform mixing and effective compaction. When the moisture content of the fill materials is above that specified, the fill material shall be aerated by blading and scarifying or other satisfactory methods until the moisture content is near optimum as specified. After processing, the suitable fill materials shall be placed in layers which, when compacted, shall not exceed six inches (6"). Each layer shall be spread evenly and shall be thoroughly mixed during the spreading insure uniformity of materials and moisture in each layer. After each layer has been placed, mixed and spread evenly, it shall be thoroughly compacted to not less than the density set forth in paragraph 2 (c) above. Compaction shall be accomplished with approval types of compaction equipment. Rolling shall be accomplished while the fill material is at the specified moisture content. In place density tests shall be performed in accordance with ASTM D1556-90. The surfaces of the fill slopes shall be compacted by means of sheepsfoot rollers or other suitable equipment. Compacting operations shall be continued until the slopesare stable and until there is no appreciable amount of loose soil on the slopes. 2 APPENDIX A Inspection Sufficient inspection by the Engineer shall be maintained during the filling and compacting operations so that he can verify that the fill was constructed in accordance with the accepted specifications. Seasonal Limits No fill material shall be placed, spread, or rolled if weather conditions increase the moisture content above permissible limits. When the work is interrupted by rain, fill operations shall not be resumed until the moisture content and density of fill are as previously specified. All recommendations presented in the attached report are a part of these specifications. of Carlsbad CERTIFICATE OF COMPLIANCE PAYMENT OF SCHOOL FEES OR OTHER MITIGATION This form must be completed by the City, the applicant, and the appropriate school districts and returned to the City prior to issuing a building permit. The City will not issue any building permit without a completed school fee form. Project Name: Building Permit Plan Check Number: Project Address: A.P.N.: Project Applicant (Owner(s) Name(s)) Project Description: Building Type: Residential r I5f/D ,j (1 Numb fNwD,eIIing Units Square Feet of Living Area in New Dwelling / Second Dwelling Unit: Square Feet of Living Area in SDU Res. Additions Net Square Feet New Area Comerc./ Ind.: SaciThce Feet Floor Area City Certification of Date: Applicant's information: Carlsbad Unified School District San Marcos Unified School District 801 Pine Ave. ) 215 Mata Way Carlsbad CA 92009 (729-9291) San Marcos, CA 92069 (736-2200) i?iit -Unicn 0Chuul DiStrlt San Dieguito Union High School District 101 South Ranch Santa Fe Rd 710 Encinitas Blvd. Encinitas, CA 92024 (944-4300) Encinitas, CA 92024 (753-6491) Certification of Applicant /Owners. The person executing this declaration (Owner") certifies under penalty of perjury that (1) the information provided above is correct and true to the best of the Owner's knowledge, and that the Owner will file an amended certification of payment and pay the additional fee if Owner requests an increase in the number of dwelling units or square footage after the building permit is issued or if the initial determination of units or square footage is found to be incorrect, and that (2) the Owner is the owner/ developer of the above described project(s), or that the person executing this declaration is authorized to sign on behalf of the Owner. Sianatu Date: 9---, - tc 2075 Las P1mas13r. • Carlsbad, CA 92009-1576 • (760) 438-1161 • FAX (760) 438-0894 Revised 3-18-99 SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school district(s)) THIS FORM INDICATES THAT THE SCHOOL DISTRICT REQUIREMENTS FOR THE PROJECT HAVE BEEN OR WILL BE SATISFIED.. SCHOOL DISTRICT: The undersigned, being duly authorized by the applicable School District, certifies that the developer, builder, or owner has satisfied the obligation for school facilities. This is to certify that the applicant listed on page 1 has paid all amounts or completed other applicable school mitigation determined by the School District. The City may issue building permits for this project. SIGNATURE OF AUTHORIZED SCHOOL DISTRICT OFFICIAL TITLE NAME OF SCHOOL DISTRICT DATE PHONE NUMBER i.H.Blair ftsisunt Carisl5ad Unified Scriool District Business Services 801 Pine Avenue j - Carlsbad, California 92000- 19 199 Revised 3-18-99 Yes No >(. Yes ____No )< AUG-16-99 12:08 PM LCI.CORPORATIOH 805+949 8779 AUG-16-99 IbM 11:23 FAX TO - NAME:P' FAX: _______ City of Carlsbad PHONE: -. NO OF ES Plumbing. Electrical- Mechanical Worksheet DATE _ T Prqject Address 11o1Pfcr< Permit No. -G p.01 P. 02 Questions below refer to work being done for this permit cmlv. Boku Number of new or relocated fixtures, craps, or floor drains? New building sewer (in& Number of root drains, Install/alter water line? Number of water heaters? Number of hose bibs? Gas piping system' Number of new or relocated gas outlets New water rncter•• ( ' rJ(,1 ) Jçhcqj Number of new panels or suhpanels7 Size of New Service '2 5O j Install X Repair 4 No, of - Size /J)\ Potable irrigation Single Phase Size _______ Number of arnperes 2o 0 Three Phase Number of amperes Three Phase 480 Number of amperes Remodel (relocate existing oullets/switches or add outlets/switches Yes - No lvi_.flaiicqj Number of furnaces. A/C. or heat pumps? Nunibct of fireplaces? Number of exhaust fans? Number of exhaust hoods? Number of boilers or compressors? New or relocated duct work / '1• —/ V Number of HP' Yes No - BE}'ORE THE PERMIT CAN RE FEE'D OUT THIS FORM TO THE BUILDING DEPARTMENT FAX NUMB rTO-- D Job Address: 1107 LAS FLORES DR Permit Type: PCR Parcel No: 1551601000 Lot #: Reference No: PC #: Project Title: REVISED SHEARWALL Applicant: LASHGARI KAYMAR 42257 6TH W NO 305 LANCASTER CA 805-338-5536 ON of Carlsbad Plan Check Revision Permit No: PCR99291 Status: Approved: 10/3/2000 Issued: Inspect Area: Owner: WESTWOOD HOMES L L C 42257 6TH ST W #305 LANCASTER CA / Fees: $109.00 1 Additional Fees: $0.00-1 Total Fees: $109.00 Balance: $109.00 PERMIT APPLICATION ' CITY OF CARLSBAD BUILDING DEPARTMENT 13fl7 I no DImfc flr (rIchd ('A O!flflQ FOR OFFICE USE ONLY PLAN CHECK NO._________ EST. VAL. S Plan Ck. Deposit (760)438-1161 (3 7Z.I6 :t&1_By_..JkI P1N te RWO JZ. LA-s fft.,Rc-s Address (include Bldg/Suite #1 Business Name (at this address) Legal Description Lot No. Subdivision Name/Number Unit No. Phase No. Total # of units Assessor's Parcel # Existing Use . Proposed Use ReWS LL, '50M6 S'i*C L- WALL c.Ji7Pff5 tt— I) S P Ui Description of Work SQ. FT. #of Stories # of Bedrooms # of Bathrooms ic Kk'-i YA,Z. 3 553 ( Name Address City State/Zip Te Out lephone # Fax # MIZE LAP Name Address City State/Zip Telephone # Name Address City State/Zip Telephone # 01 (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant.to a civil penalty of not more than five hundred dollars ($5001). Name Address City State/Zip Telephone # State License # License Class City Business License # Designer Name Address City State/Zip Telephone State License # in WNW _W MIT Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My worker's compensation insurance carrier and policy number are: Insurance Company Policy No. Expiration Date__________________ (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS ($1001 OR LESS) CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. - WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100,000), In addition to the cost of compensation, damages as provided for In Section 3706 of the Labor code, Interest and attorney's fees. SIGNATURE DATE I hereby affirm that I am exempt from the Contractor's License Law for the following reason: 0 I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sate (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). I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). 0 I am exempt under Section Business and Professions Code for this reason: I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES ONO I (have / have not) signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number): I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number / contractors license number): - I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work): PROPERTY OWNER SIGNATURE . DATE '100 a Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 YES 0 NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 YES 0-NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES 0 NO - & IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. - - I I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). LENDER'S NAME LENDER'S ADDRESS__________________________________________________________ T _ '20-521-705MIR I certify that I have read the application and state that the above information Is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the Cit' of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0 deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 365 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for-a period of 180 days (Section 106.4.4 Uniform Building Code). APPLICANT'S SIGNA9R -...------- - DATE \\ Z3-9 WHITE; lie YELLOW: Applicant PINK: Finance 09/14/2000 LASHGARI KAYMAR 42257 6TH W NO 305 LANCASTER CA93534 Re: Application Date: 11/23/1999 Plan Check #: PCR99291 Address: 1107 LAS FLORES DR Expiration Date: 11/22/2000 You applied to have your plans checked on the date noted above. To date, the related building permit has not been obtained. The original plan review application will expire as no building permit has been issued. Plans submitted and not retrieved from the building department prior to the plan check expiration date noted above will be destroyed. Theprovisions of sections 304(d) of the Uniform Building Code state: "Section 304 9d) Expiration of Plan Review Applications for which no permit is issued within one year following the date of application shall expire by limitation, and plans and other data submitted for review may thereafter be returned to the applicant or destroyed by the Building Official. In order to renew action on an application afterexpiration,,the applicant shall resubmit plans and pay a new plan review fee." In order to provide better service, please indicate your handling choice for the plans originally submitted and return this letter to the Building Department. _____ Project Abandoned - I will pick up plans within 10 days Project Abandoned - Plans may be destroyed. If you have any questions, please contact the Building Department at (760) 602-2718. Raeuiette Abbey Building Department F]