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Home My WebLink About2310/2320 CAMINO VIDA ROBLE; ; 81-461; PermitDECLARATIONSLENDERWORKER'S COMPENSATION OWNER/BUILDER CONTRACTOR White — Inspector Green — (1) Finance (2) Data Process, Yellow — Assessor Pink — Applicant Gold — Temporary File CERT OF OCCCCDCnO JOB SITE FINALCALL FOR>i 5§ 1>Co p-£g53rn cj5 oDOHIo"Oos <ENTILATzCDC/l-<CO-HmSCO Xm>H>R COND. - SOLATlcn-imU)ncnHm3JmTlTJ~ -ncDJcJr»i}C>J5>oTlSMOKE DETECTo11 COONDING mrmmOHTJOtomTJ<Omt ,TlOCOXmmOHTJOi mLECTRICUNDERGROUND,_.EMPORARY POWER1ii ELECTRICALnCOHmCO^—•j--\cCDOSHOWER PAN*uLUMBINGHOTJOCH;/•-n TJrC^COZIT)UNDERGROUNDL,;?COm£m33>CJCDr*OO.1--••PLUMBINGJ —Hm33O33LATH & DRYWAnti2 ^> H mXTERIORLATHlNSULATlOr2 m'J ^TlRAMEO 'J< -m JrCOHEATHINCD-t L~-i r Tl|—Oo33C1)mr~ZCDCOCroTt^m13^ HQ, ^>fDHmOCDOH-^ASONRYTlEINFORCmHmm Tl02DHZ rr BUILDING• DECLARATIONSLENDERWORKER'S COMPENSATION OWNER/BUILDER CONTRACTORIf MUsf^Pl* s-|.-i£!:Mn-. ^.rT^O.-^—C~ riD-r-i U £ H W n -R a, f& ^ White — Inspector Green — (1) Finance (2) Data Process, Yellow — Assessor Pink — Applicant Gold — Temporary File CERT OF OCCUPANCY ISSUED1 cinritrrC£.cc«:OO3n2>i3?3H5^0 COCOCD - ; CD>CO'i.• * ' r>---.Tl~)r>z")> • -ELECTRICAL. TJCCOCD CC00n•3r5Dr)H11»>-^,**^IT§0tccc-NFTT>rrrrrr<;tr*C<srrC f CALL FOR FINAL INSPEC^3n5r-r-TJO5iiS VENTILATING SYSTEMSHEAT — AIR COND. — SOLARen-<<s>m__;co ocnHB*i—mTJmTlTJ . rc5c3r>n•)C>y^> 1 G, F. 1. - SMOKE DETECTOt ! ! * ! ODCD 1-ELECTRIC SERVICE, >• > •ROUGH ELECTRIC•-ELECTRIC UNDERGROUND1 - rC5c*!Hn*•33D>D<D3riD ELECTRICAL. CDC/l-imenH"DrrC/l'i6Z TUB AND SHOWER PAN. ' TJCCDCDHOTJOCH1>£01O u •PLUMBING UNDERGROUNDcH 1 1 1 j C/IT«cFTHJCu.rCC~:tDTl I 1»3))* ,PLUMBINGN.^_TlZ - \INTERIOR LATH & DRYWALO T]o oz ^n HU Hm mH Zm '.oONED .EXTERIOR LATH INSULATIONo -vi-r>m rnH (/>m ,_^'--'•n33mO ''m ^T] CV •O r°$ J)T rr GUNITE OR GROUTFLOOR & CEILING SUB FRASHEATHINGo -x oi ° rt~J .-.o ?z ,-i z %i :J"' ^ 1 1 1 X V V lv V L S'l XV i .MASONRY^T3nH oz o m m 007;m -p D - t> *~ ^TJ ^050 00 O Hm J> ^ fV .\/J T*s. HX^V •v V ^^HN r ^\ ^N. , ^s\ mZTlOmaHmnm OC 33ma en O >r~— Z TJmO O 00 Z00 m f 1H 0 JJ 00 p O men - Tl2zD>HDz cCrC~iC~nm[~OZwmO \ O Z 3Jm O 3]INSPECTION TYPEmzmOO oo^•£?— —•.. 03 / City of Cwlsbad 1200 ELM, CARLSBAD, CA 92008 • TEL. (71'4) 438-5525 MISCELLANEOUS RECEIPT Job Addresft 'ViO& Owner Citu —Tel. Contractor _ _CO*-- 5 —*>r State Lie. S. Classlf. / L, . & 1 City Lie. No. COMPLETE FOR PLAN CHECK ONLY C*>C^ »LEGAL DESCRIPTION ASSESSORS PARCEL NO DESCRIPTION OF WORK 8 PLAN ID NO.CV "" X6 / DESIGNER ADDRESS PHONE MISCELLANEOUS FEE RECEIPT n D n n D n n n n n n a * PLAN CHECK FEE. VALUATION nEMOLITION HOUSE MOVING PARKS AND RECREATION FEE. PUBLIC FACILITIES FEE SCHOOL FEE - DISTRICT. Carlsbad Encinitas San Diego. San Marcos. 7 D- Q. n_ n. n. a. n. n. D. n TOTAL FEE •WARNING: PLAN CHECK FEES. WHERE NO ACTION IS TAKEN BY THE APPLICANT IN 180 DAYS AND NO BUILDING PERMIT IS ISSUED, FEE ARE FORFEITED TO THE CITY. COMMENTS: , ' ° % / White — Applicant Yellow — File Pink — (1) Finance (2) Data Process Gold — Assessor ' Citp of C REQUEST FOR INSPECTION RECORD r \C_ 1NSPPPTDR Q CXWVV PFRMITNO Q OWNPR KaJL &>YV^A/^ t KittAriu AnnRFRR ^> P | 0 - cr 3 9 0 Gfc'Vta \ -^ o REQUFSTEDBY O \ \ \ \)(^yi&^i^f PHONENO. ?>«. \M,K \ (rwdl 0^, BUILDING D FOUNDATION D REINFORCING STEEL D MASONRY D GROUT -GUNITE D FLOOR AND CEILING SUB FRAME D SHEATHING Q ROOF Q SHEAR D FRAME D EXTERIOR LATH D INSULATION D INTERIOR LATH OR DRYWALL D FINAL JUii- TIMF- /^/O'-' OATF- C-/ ^6 2^ ^ 't/^ i^O D^£it/-^/f -^p^c/ . PERSON TAKING REPORT. ELECTRICAL Q TEMPORARY SERVICE D UFFER GROUND D ELECTRIC UNDERGROUND n ROUGH ELECTRIC n POOL BONDIN.Q, ftk ELECTRIC SERVICED) ^ >^--4 w^A PLUMBING D UNDERGROUND PLUMBING D SEWER AND P>L/CO D TOP OUT PLUMBING D TUB OR SHOWER PAN D GAS TEST D WATER HEATER D SOLAR WATER D FINAL MISCELLANEOUS D CONDITIONED AIR SYSTEMS D SOLAR HEAT D PATIO n POOL D SPA D SIGN D GRADING D DRIVEWAY D FINAL SPECIAL INSTRUCTIONS Ready For Inspection: D Monday n P.M. Citp of Carlsrtmb REQUEST FOR INSPECTION RECORD INSPECTOR /p /J PERMIT WO Q I ~~l(0f Si nATF- £ - ^9 ADDRESS c23 /O G&A^UsHjk 1/jUb^ K^nT~&zs> REQUESTED BY -jOd&U*- PHONE NO ^ Z> X~ 1-3-7 V ^~* ^ PERSONjWra^FfORTN. ' tLf^ BUILDING D FOUNDATION D REINFORCING STEEL D MASONRY Q GROUT -GUNITE D FLOOR AND CEILING SUB FRAME D SHEATHING D ROOF D SHEAR a FRAME D EXTERIOR LATH D INSULATION D INTERIOR LATH OR DRYWALL D FINAL M PLUMBING D UNDERGROUND PLUMBING D SEWER AND PL/CO D TOP OUT PLUMBING a TUB OR SHOWER PAN D GAS TEST D WATER HEATER D SOLAR WATER D FINAL A ^\J 1^7( ELECTRICAL/ ^ D TEMEQBABy-SeRvTCE D UFFER GROUND D ELECTRIC UNDERGROUND D ROUGH ELECTRIC D POOL BONDING \ D ELECTRIC SERVICE \J D FINAL i . 1^ J V /} j\jZ&li&~&-ds\-> I ffd^wf*'*^ ^1 u ^^\ (\ t J J. AJL rM U\ MISCELLANEOUS WyCONDiTIONED AIR SYSTEMS D SOLAR HEAT a PATIO D POOL D SPA a SIGN D GRADING D DRIVEWAY D FINAL SPECIAL INSTRUCTIONS Ready For Inspection: D Monday Q A.M. Chfr.M. D Tuesday D Wednesday Thursday Friday Citp of Carlsfcab REQUEST FOR INSPECTION RECORD INS PEC OWNER PERSON TAKING REPORT D FOUNDATION D REINFORCING STEEL D MASONRY O GROUT-GUNITE D FLOOR AND CEILING SUB FRAME D SHEATHING D ROOF D SHEAR ) FRAME D EXTERIOR LATH D INSULATION D INTERIOR LATH OR DRYWALL D FINAL PLUMBING D UNDERGROUND PLUMBING D SEWER AND PUCO D TOP OUT PLUMBING O TUB OR SHOWER PAN D GAS TEST D WATER HEATER D SOLAR WATER D FINAL D TEMPORARY SERVICE D UFFER GROUND ELECTRIC UNDERGROUND D ROUGH ELECTRIC a POOL BONDING ELECTRIC SERVICE D FINAL MISCELLANEOUS D CONDITIONED AIR SYSTEMS D SOLAR HEAT D PATIO D POOL a SPA a SIGN D GRADING D DRIVEWAY D FINAL SPECIAL INSTRUCTIONS Ready For Inspection: n Monday VA.M. Q Tuesday D Wednesday H]Thursday Friday dtp of Cartebab REQUEST FOR INSPECTION RECORD INSPECTOR OWNER ADDRESS P/-44S/)S£TIME: ^H ^ .DATE: PERSON TAKING REPORT n F D REINFORCING STEEL D MASONRY D GROUT-GUNITE D FLOOR AND CEILING SUB FRAME D SHEATHING D ROOF D SHEAR D FRAME EXTERIOR LATH INSULATION D INTERIOR LATH OR DRYWALL D FINAL PLUMBING D UNDERGROUND PLUMBING D SEWER AND PUCO D TOP OUT PLUMBING D TUB OR SHOWER PAN D GAS TEST a WATER HEATER a SOLAR WATER D FINAL D TEMPORARY SERVICE D UFFER GROUND D ELECTRIC UNDERGROUND D ROUGH ELECTRIC Q POOL BONDING D ELECTRIC SERVICE D FINAL MISCELLANEOUS D CONDITIONED AtR SYSTEMS D SOLAR HEAT a PATIO a POOL a SPA a SIGN D GRADING n DRIVEWAY D FINAL SPECIAL INSTRUCTIONS. Ready For Inspection: Jh A.M. D P.M. 'Monday D Tuesday D Wednesday Thursday D Friday Citp of Cartebab REQUEST FOR INSPECTION RECORD INSPECTOR OWNER ADDRESS PERSON TAKINCLREPOn D FOUNDATION D REINFORCING STEEL D MASONRY D GROUT-GUNITE D FLOOR AND CEILING SUB FRAME D SHEATHING C ROOF D SHEAR D FRAME Q EXTERIOR LATH D INSULATION D INTERIOR LATH OR DRYWALL a FINAL PLUMBING a UNDERGROUND PLUMBING a SEWER AND PUCO Q TOP OUT PLUMBING D TUB OR SHOWER PAN a GAS TEST G WATER HEATER •] SOLAR WATER 1 FINAL D TKMTOHKEY SERVICE D UFFER GROUND D ELECTRIC UNDERGROUND "b^OUGH ELECTRIC ffl POOL BONDING D ELECTRIC SERVICE D FINAL MISCELLANEOUS D CONDITIONED AIR SYSTEMS D SOLAR HEAT D PATIO D POOL D SPA D SIGN a GRADING D DRIVEWAY a FINAL RUCTIONS Monday D Tuesday D Wednesday D Thursday Friday Citp of Cartebab REQUEST FOR INSPECTION RECORD INSPECTOR. OWNER D FflUNDATION D D MASONRY D GROUT -GUNITE J^FLOOR AND CEILING SUB FRAME la SHEATHING D ROOF C] SHEAR D FRAME D EXTERIOR LATH D INSULATION D INTERIOR LATH OR DRYWALL D FINAL PLUMBING D UNDERGROUND PLUMBING D SEWER AND PUCO D TOP OUT PLUMBING D TUB OR SHOWER PAN a GAS TEST D WATER HEATER D SOLAR WATER D FINAL a TEMPORARY SERVICE D UFFER GROUND D ELECTRIC UNDERGROUND D ROUGH ELECTRIC D POOL BONDING D ELECTRIC SERVICE D FINAL MISCELLANEOUS D CONDITIONED AIR SYSTEMS D SOLAR HEAT D PATIO D POOL D SPA a SIGN D GRADING D DRIVEWAY D FINAL SPECIAL INSTRUCTIONS Ready For l/ispectlon: D MondayReady For mspecl VfA.M. "\p P.M. D Tuesday D Wednesday D Thursday Friday Citp of Cartebab REQUEST FOR INSPECTION RECORD ( ^INSPECTOR y%^?«^<~& PERMIT NO. * •y/i^ -44£ /£} TIME: X ' HATF- X OWNER X7 / X" . A? S rf ADHRFSR sy{^&<& f^hn^&ti /£&&& C/^^& REQUESTED BY ^f^'^L^^ £*0^<&s7 ' PHONE NO. ^7^7 "^-^ ' PERSON TAKING REPORT ^OfLDIN?) D FOUNDATION D REINFORCING STEEL O MASONRY D GROUT -GUNITE D FLOOR AND CEILING SUB FRAME , /^SHEATHING ^/*ROOF D SHEAR D FRAME D EXTERIOR LATH a INSULATION a INTERIOR LATH OR DRYWALL D FINAL '/ftfr^ $./! %fy~ ELECTRICAL D TEMPORARY SERVICE D UFFER GROUND D ELECTRIC UNDERGROUND D ROUGH ELECTRIC D POOL BONDING D ELECTRIC SERVICE D FINAL PLUMBING a UNDERGROUND PLUMBING D SEWER AND PL/CO D TOP OUT PLUMBING Q TUB OR SHOWER PAN D GAS TEST D WATER HEATER D SOLAR WATER D FINAL MISCELLANEOUS D CONDITIONED AIR SYSTEMS D SOLAR HEAT D PATIO D POOL D SPA D SIGN n GRADING D DRIVEWAY D FINAL REQU€ST FOR INSPECTION INSPECTOR. OWNER PERMIT NO.. TIME: DATE: ADDRESS. BUILDING d FOUNDATION d REINFORCING STEEL d MASONRY d GROUT-GUNITE d JjfcOOR AND CEILING FRAME [^SHEATHING d FRAME d EXTERIOR LATH d INSULATION d INTERIOR LATH OR DRYWALL d FINAL UH^ flCJ PLUMBING d UNDERGROUND PLUMBING d UNDERGROUND WATER d ROUGH PLUMBING d TOP OUT PLUMBING d SEWER AND PL/CO d TUB OR SHOWER PAN d GAS TEST d WATER HEATER d FINAL READY FOR INSPECTION: ELECTRICAL d TEMPORARY SERVICE Cl ELECTRIC UNDERGROUND d ROUGH ELECTRIC CD POOL^SONDING SERVICE CEILWJG- HEAT OKE DETECTOR FINAL MISCELLANEOUS CD PLENUM AND DUCTS CH COMBUSTION AIR a PATIO d SIGN d GRADING d DRIVEWAY CD CONDITIONED AIR SYSTEMS CH REFER PIPING d FINAL TUESDAY D WEDNESDAY D THURSDAY D FRIDAY SPECIAL INSTRUCTIONS. REQUESTED BY .PHONE NO.. PERSON TAKING REPORT. City of Cartebab REQUEST FOR INSPECTION RECORD NSPEP.TOR t/A ^S^ PERMIT NO. Pf /// / SJ TIMF-ff" TT&//f *?j . ^ ' RATF- ' // 1 J* f OWNER - /) 1 / . ./) / V ' AI5UHFRK t>T <_5^C?^X 3/D L&- REQUESTED BY ^^U^ J^~> PHONE NO. ¥5/ - V V' "> ^ ^- ^(BUILDING ^ D FOUNDATION D REINFORCING STEEL D MASONRY D GROUT -GUNITE D FLOOR AND CEILING SUB FRAME ta^SHEATHING jXROOF n SHEAR XoFRAME f^ D EXTERIOR LATH D INSULATION D INTERIOR LATH OR DRYWALL D FINAL PERSON TAKING REPORT /fo4" ELECTRICAL D TEMPORARY SERVICE D UFFER GROUND D ELECTRIC UNDERGROUND D ROUGH ELECTRIC D POOL BONDING D ELECTRIC SERVICE D FINAL PLUMBING D n n n D a a D SPECIAL 1 UNDERGROUND PLUMBING SEWER AND PL/CO TOP OUT PLUMBING TUB OR SHOWER GAS TEST WATER HEATER SOLAR WATER FINAL M STRUCT IONS PAN Ptf/ •' Ready FoV Inspection: D Monday . D A.M. V/P.M.1 MISCELLANEOUS n n D n n n D n /g^te^ '/ CONDITIONED AIR SYSTEMS SOLAR HEAT PATIO POOL D SPA SIGN GRADING DRIVEWAY FINAL U Tuesday D Wednesday Q Thursday D Friday ax Cttp of Carlstoab REQUEST FOR INSPECTION RECORD *> INSPECTOR OWNER ADDRESS REQUESTED BV PHONE NO. ^BUILDING D FOUNDATION D REINFORCING STEEL D MASONRY D GROUT-GUNITE D FLOOR AND CEILING SUB FRAME D SHEATHING t^OOF D SHEAR D FRAME D EXTERIOR LATH D INSULATION D INTERIOR LATH OR DRYWALL D FINAL PERSON TAKING REPORT. ELECTRICAL D TEMPORARY SERVICE D UFFER GROUND D ELECTRIC UNDERGROUND D ROUGH ELECTRIC D POOL BONDING D ELECTRIC SERVICE Q FINAL PLUMBING D UNDERGROUND PLUMBING D SEWER AND PL/CO D TOP OUT PLUMBING D TUB OR SHOWER PAN D GAS TEST D WATER HEATER D SOLAR WATER D FINAL MISCELLANEOUS D CONDITIONED AIR SYSTEMS D SOLAR HEAT D PATIO D POOL D SPA D SIGN D GRADING D DRIVEWAY D FINAL SPECIAL INSTRUCTIONS. Ready For Inspection: or Monday n A .. A-/~ • - /^D A.M. D Tuesday D Wednesday D Thursday D Friday //a// Citp of Carlibab REQUEST FOR INSPECTION RECORD PERSON TAKING REPORT .^ INSPE, OWNE ADDRESS D FOUNDATION D REINFORCING STEEL D MASONRY D GROUT-GUNITE D FLOOR AND CEILING SUB FRAME D SHEATHING D ROOF D SHEAR D FRAME D EXTERIOR LATH D INSULATION ^INTERIOR LATH OR DRYWALL f FINAL D TEMPORARY SERVICE D UFFER GROUND D ELECTRIC UNDERGROUND a ROUGH ELECTRIC P POOL BONDING D ELECTRIC SERVICE Q FINAL PLUMBING a UNDERGROUND PLUMBING D SEWER AND PL/CO D TOP OUT PLUMBING D TUB OR SHOWER PAN D GAS TEST D WATER HEATER D SOLAR WATER D FINAL MISCELLANEOUS D CONDITIONED AIR SYSTEMS Q SOLAR HEAT Q PATIO a POOL a SPA D SIGN P GRADING Q DRIVEWAY D FINAL SPECIAL INSTRUCTIONS. Ready For Inspection: n Monday G A.M. Vjp.M. Tuesday D Wednesday Thursday A Citp of Carlibab REQUEST FOR INSPECTION RECORD -<7 INSPECTOR (/rfltA^ PFRMIT NO. < V /// / A? T1MF 5/' V6/ b „„,. ^_jr OWNER {s&£4~W\ 0*^*- ft ADDRESS ffi. *3 eyf- O fe> £sy?L>ts}ts*>^ J>^-^6\, ^/-^Ot^X REOUESTFnRY ~?l^-&j£^&^ (Z&~K^&~ PHONF NO Y3 £ " ^^2 </ PERRON TAKING RFPORT BUILDING D FOUNDATION D REINFORCING STEEL D MASONRY D GROUT -GUNITE D FLOOR AND CEILING SUB FRAME D SHEATHING D ROOF D SHEAR D FRAME D EXTERIOR LATH D INSULATION D INTERIOR LATH OR DRYWALL D FINAL ELECTRICAL D TEMPORARY SERVICE D UFFER GROUND D ELECTRIC UNDERGROUND D ROUGH ELECTRIC D POOL BONDING D ELECTRIC SERVICE D FINAL PLUMBING O UNDERGROUND PLUMBING D SEWER AND PL/CO D TOP OUT PLUMBING D TUB OR SHOWER PAN D GAS TEST * D WATER HEATER D SOLAR WATER D FINAL SPECIAL INSTRUCTIONS For Inspection: D Monday A.M. D P.M. MISCELLANEOUS D CONDITIONED AIR SYSTEMS D SOLAR HEAT a PATIO D POOL D SPA D SIGN D GRADING D DRIVEWAY D FINAL D Thursday D Friday dtp of Cartefiab REQUEST FOR INSPECTION RECORD NSPFrrroR Cxyt^t'^ PERMIT NO ^ •) i , / [ TIMPr / •*- J -P/-^^ niTF. <r-/r-7z OWNFR *TJ ' *^_V P^ ^ — « AnnRFRR *d" 3 * e^-O C-rA^'v-YM v^*-> V t C^Cx (^oV^Jl^, 4-/% Y-^L^ "7^-/RFOIIFSTFDBY PHONF NO ^ J O ^~ ^ ' ^7 BUILDING DFJ^UNDATION ^ f^g^REINFORCING STEEL^ D MASONRY D GROUT -GUNITE D FLOOR AND CEILING SUB FRAME D SHEATHING D ROOF D SHEAR D FRAME D EXTERIOR LATH D INSULATION D INTERIOR LATH OR DRYWALL D FINAL PFRSON TAKING REPORT £/'rELECTRICAL ^ D TEMPORARY SERVICE D UFFER GROUND D ELECTRIC UNDERGROUND D ROUGH ELECTRIC D POOL BONDING D ELECTRIC SERVICE D FINAL M^ PLUMBING D UNDERGROUND PLUMBING D SEWER AND PUCO D TOP OUT PLUMBING D TUB OR SHOWER PAN D GAS TEST D WATER HEATER D SOLAR WATER D FINAL MISCELLANEOUS D CONDITIONED AIR SYSTEMS D SOLAR HEAT D PATIO n POOL n SPA D SIGN D GRADING D DRIVEWAY D FINAL SPECIAL INSTRUCTIONS, r Inspection: D Monday A.M.I D P.M. D Tuesday ^Wednesday D Thursday D Friday City of Cartebab REQUEST FOR INSPECTION RECORD INSPECT OWNER PERMIT NO. TIME: . DATE: ADDRESS REQUESTED BY PHONENO. D D REINFORCING STEEL D MASONRY //. l/&™~D GROUT - GUNITE f ^ D FLOOR AND CEILING SUB F D SHEATHING D ROOF D SHEAR D FRAME D EXTERIOR LATH D INSULATION D INTERIOR LATH OR DRYWALL n FINAL PERSON TAKING REPORT ELECTRICAL D TEMPORARY SERVICE D UFFER GROUND D ELECTRIC UNDERGROUND D ROUGH ELECTRIC D POOL BONDING D ELECTRIC SERVICE D FINAL PLUMBING D UNDERGROUND PLUMBING D SEWER AND PL/CO D TOP OUT PLUMBING D TUB OR SHOWER PAN D GAS TEST D WATER HEATER D SOLAR WATER D FINAL MISCELLANEOUS D CONDITIONED AIR SYSTEMS D SOLAR HEAT D PATIO D POOL D SPA D SIGN D GRADING D DRIVEWAY D FINAL SPECIAL INSTRUCTIONS Ready For lnspection:\E Monday D A.M.V] P.M. A D Tuesday D Wednesday D Thursday D Friday Citp of Carlgfaab REQUEST FOR INSPECTION RECORDit TIME: INSPFCTOR f/y PERM1TNO RATF- ^ft */. / ^ OWNER _- ADDRFfiS GT^ 3 /# L&^vU^Q |/*^<_- ^&4^<^— REQUESTED BY S^(\\ r 0 Jf^.* > PHONF NO. . . BUILDING D FOUNDATION ^/REINFORCING STEEL ,~. /) /DMASONRY /]/ /// f v/ K D GROUT -QUNITE [/ 0^^ ' D FLOOR AND CEILING SUB FRAME D SHEATHING D ROOF D SHEAR D FRAME ff D EXTERIOR LATH / A~y\^£A^ D INSULATION (_/ D INTERIOR LATH OR DRYWALL ^ * D FINAL / " o/V / X/^LPERSON TAKING REPORT /V^^ ELECTRICAL D TEMPORARY SERVICE D UFFER GROUND D ELECTRIC UNDERGROUND D ROUGH ELECTRIC n D POOL BONDING fUU^ ELECTRIC SERVICE ^ S FINAL ' . ^ PLUMBING D UNDERGROUND PLUMBING D SEWER AND PL/CO O TOP OUT PLUMBING D TUB OR SHOWER PAN D GAS TEST D WATER HEATER D SOLAR WATER D FINAL UiAad^fr MISCELLANEOUS D CONDITIONED AIR SYSTEMS D SOLAR HEAT D PATIO D POOL D SPA D SIGN D GRADING D DRIVEWAY D FINAL SPECIAL INSTRUCTIONS Ready For Inspection: D Monday D A.M. D P.M. D Tuesday D Wednesday jfc Thursday n Friday & > Citp of Car (stab REQUEST FOR INSPECTION RECORD TIME: INSPECTOR fcrWV\ L^fe PFRMITNO RATF- OWNER VAl-^\L&<ffKJ \ ADDRESS P"J <^O C_-TVYV\ VV~) O VJ\.\>t^_ \OO^-»l !^S REQUESTED BY ~T^rt\l£> PHONE NO. BUILDING ( FOUNDATION ^n REINFORCING STEEL D MASONRY O GROUT -GUNITE D FLOOR AND CEILING SUB FRAME D SHEATHING D ROOF a SHEAR D FRAME D EXTERIOR LATH D INSULATION a INTERIOR LATH OR DRYWALL D FINAL PERSON TAKING REPORT </?/*!> •7-7 ^— — ' ^^& ELECTRICAL D TEMPORARY SERVICE a UFFER GROUND D ELECTRIC UNDERGROUND D ROUGH ELECTRIC D POOL BONDING D ELECTRIC SERVICE D FINAL * PLUMBING D UNDERGROUND PLUMBING D SEWER AND PL/CO D TOP OUT PLUMBING D TUB OR SHOWER PAN D GAS TEST D WATER HEATER D SOLAR WATER D FINAL MISCELLANEOUS D CONDITIONED AIR SYSTEMS D SOLAR HEAT D PATIO a POOL a SPA D SIGN a GRADING D DRIVEWAY D FINAL SPECIAL INSTRUCTIONS Ready For Inspection: D Monday >EVlTuesday A.M. D P.M. ^ D Wednesday D Thursday D Friday Citp of Cartebab REQUEST FOR INSPECTION RECORD INSPECTOR £rV\A\ L^t^ PFRMITNin TIMF! RATF &&&•%* OWNER Vj 3 * £^>"/V\ i ADDRESS «^SP. Ol '2-3^0 t fevy^V^yO IJ \ 4> fV V^ir^N/ >^5^ REQUESTED BY Jl^> ^ \) I f\ PHONF NO. PERSON TAKING RFPORT BUILDINGV ~\—/2f,. ... D REINFORCING STEEL D MASONRY D GROUT -GUNITE D FLOOR AND CEILING SUB FRAME D SHEATHING D ROOF D SHEAR D FRAME D EXTERIOR LATH D INSULATION D INTERIOR LATH OR DRYWALL D FINAL ELECTRICAL D TEMPORARY SERVICE D UFFER GROUND D ELECTRIC UNDERGROUND D ROUGH ELECTRIC D POOL BONDING D ELECTRIC SERVICE D FINAL PLUMBING D UNDERGROUND PLUMBING D SEWER AND PL/CO D TOP OUT PLUMBING D TUB OR SHOWER PAN D GAS TEST D WATER HEATER D SOLAR WATER D FINAL SPECIAL INSTRUCTIONS Ready For Inspection: .M. D P.M. D Tuesday MISCELLANEOUS D CONDITIONED AIR SYSTEMS D SOLAR HEAT D PATIO D POOL D SPA D SIGN D GRADING D DRIVEWAY D FINAL Wednesday D Thursday D Friday City of Carte&ab REQUEST FOR INSPECTION RECORD & INSPECTOR '%*4r W PERM.TNO //- */&/ A - DATP- Q'^^-^\ OWNER nitJ&r*^ ^ - £•) - ADDRESS C5- 3 1 0 ^--fXxW^ J>)£> Nf 1 fA^V *LO QU^ - REQUESTEDBY A ,O ' K -&G-C/ ' PHONE NO. ^UJl'flS/^' BUILDING D FOUNDATION D REINFORCING STEEL D MASONRY D GROUT -GUNITE D FLOOR AND CEILING SUB FRAME D SHEATHING D ROOF D SHEAR D FRAME D EXTERIOR LATH D INSULATION O INTERIOR LATH OR DRYWALL 0 FINAL __^ PLUMBIN^- ^^ (Ji UNDERGROUND PLUMBING^ D SEWETTSM) PUCO / Si /l^ D TOP OUT PLUMBING / , »/ D TUB OR SHOWER PAN / \/* 1 D GAS TEST \j lT^< V <y V D WATER HEATER \J\ Q SOLAR WATER a FINAL PERSON TAKING REPORT fi. a ELECTRICAL D TEMPORARY SERVICE D UFFER GROUND D ELECTRIC UNDERGROUND D ROUGH ELECTRIC D POOL BONDING D ELECTRIC SERVICE D FINAL ^ff^ /firor J */0 A/r* n r $T"^ MISCELLANEOUS fy D CONDITIONED AIR SYSTEMS D SOLAR HEAT D PATIO D POOL D SPA a SIGN D GRADING D DRIVEWAY G FINAL SPECIAL INSTRUCTIONS Ready For Inspection: D Monday D A.M. D P.M. D Tuesday D Wednesday D Thursday riday City of Cartebab REQUEST FOR INSPECTION RECORD ADDRESS REQUESTED BY BUILDING V FOUNDATION D REINFORCING STEEL D MASONRY D GROUT-GUNITE D FLOOR AND CEILING SUB D SHEATHING D ROOF D D FRAME a EXTERIOR LATH D INSULATION a INTERIOR LATH OR DRYWALL a FINAL •"^^ ELECTRICAL D TEMPORARY SERVICE D UFFER GROUND D ELECTRIC UNDERGROUND D ROUGH ELECTRIC D POOL BONDING ECTRIC SERVICE PLUMBING a UNDERGROUND PLUMBING D SEWER AND PL/CO D TOP OUT PLUMBING a TUB OR SHOWER PAN D GAS TEST D WATER HEATER D SOLAR WATER D FINAL MISCELLANEOUS D CONDITIONED AIR SYSTEMS D SOLAR HEAT D PATIO a POOL a SPA a SIGN D GRADING D DRIVEWAY D FINAL SPECIAL INSTRUCTIONS Ready For Inspection: D Monday -M. D P.M. D Tuesday D Wednesday \f\ Thursday D Friday Citp of Carlsbab REQUEST FOR INSPECTION RECORD INSPECTOR ^.*lff**&22^ PFRMIT NO. T1MF- , . DATF *tf/lfr^ OWNER - ^ t . ADDRESS CT'S-J/Cx LAOM^-vK> L/A^t-<^ /<-^L\,Mj2_^ RFOUESTFRRY # -# /^^ ^3^^, PHONENO. ^ f>~ /Tf O BUILDING D FOUNDATION D REINFORCING STEEL D MASONRY D GROUT -GUNITE D FLOOR AND CEILING SUB FRAME D SHEATHING D ROOF D SHEAR D FRAME D EXTERIOR LATH D INSULATION D INTERIOR LATH OR DRYWALL D FINAL ^^— — ~ "^-N^ 6 ^^ X 'LUMBING ) y^UNDE^GBOUND PLUMBiNe^ — " & t^ f D SEWER AND PUCO h ~)jQ -\ D TOP OUT PLUMBING p; D TUB OR SHOWER PAN D GAS TEST D WATER HEATER D SOLAR WATER D FINAL 1^ PERSON TAKING REPORT rTrTt ELECTRICAL D TEMPORARY SERVICE D UFFER GROUND D ELECTRIC UNDERGROUND D ROUGH ELECTRIC D POOL BONDING D ELECTRIC SERVICE D FINAL MISCELLANEOUS D CONDITIONED AIR SYSTEMS D SOLAR HEAT D PATIO D POOL D SPA D SIGN D GRADING D DRIVEWAY D FINAL SPECIAL INSTRUCTIONS. Ready For Inspection: D Monday D A.M. D P.M. Tuesday D Wednesday D Thursday Friday Testing Engineers—San Diego 3467KurtzSt, P.O. Box80985, San Diego, Ca. 92138 (714)225-9641 1903 West Vista Way, UnitB, Vista, California 92083 (714) 758-3730 September 10, 1982 City of Carlsbad Building Inspection Department 1200 Elm Avenue Carlsbad, California 92008 Project: Palomar 6 Partners 2310 Camino Vida Robles Carlsbad, California File #3290-1 Permit #80-461 A & B Gentlemen: Testing Engineers-San Diego has performed the special inspections required on the above project as requested by the Contractor, To the best of our knowledge, the work requiring special inspection is in conformance with the approved plans and specifications and the applicable workmanship provisions of the Uniform Building Code. The original reports of all special inspections have been sent to the City of Carlsbad, Building Inspection Department. Sincerely, TESTING ENGINEERS-/AN DIEGO THC:djs cc: Nielsen Construction Company, Attn: Pat Stark RECEIVED SEP 131982 CITY OF CARLSBAD Building Department Testing Engineers—San Diego 3467KurtzSt., P.O. Box80985, San Diego, Ca. 92138 (714)225-9641 1903 West Vista Way, Units, Vista, California 92083 (714) 758-3730 Ml ft No. 3290- 1 SUMMARY flF ODMPRKS51DN TEST RFSIII.TS Week Fndino RP/06/P5 PR0.1ECT: PAl.OMAR *6 ADDRESS i 3330 Camino Vi da Robles Car)sbad, CA Reported Toi 1 Pftlnmar *fi ] . Onnnap- Associates St^*fman and Dyson el sen Construction City of Carlsbad Mix No.t pS 50-17BM 9n Str . ! / 3000 ^si Material: Cone fete ssi pn Slumpi^-4# in. Cementi 6 sks Lab Date No. Cast Location in Structure C37 Mo. Day 1565 05 24 Precast panel F 6, Palomar six *1 3 , ABC. Truck *P.?7, Ticket 109693. Made by TE'SH 1S85 05 ?5 Center nf precast panel W-l Builriinq B. Palnmar ftiv 1? ABC. Truck P58, tkt 110070 Made hv Tt-SD IU.T1MATF nOMPRHSSTVF STRFNRTH SI ump 7-Day 38-Day Test Resit] t in. psi nsi Ape, psi ^.. Dav/s 3930 PMMO t. G F.NHTNFER8-SAN OTFGO John C. Burns RCfr *?f(75? * S t o r R d and cured, not Page 1 Testing Engineers—San Diego 3467KurtzSt, P.O. Box 80985, San Diego, Ca. 92138 (714)225-9641 1903 West Vista Way, UnitB, Vista, California 92083 (714) 758-3730 File No. 3P9n-l SUMMARY OF COMPRESSION TEST RESULTS Week Fndino PROJECT. Palomar Six Plaza ADDRESS* P310 Caminn Vida Robles Car] F. hart, Dal t forni a Repor t fid Toi 1-Pnlnmar * fi Partners 1 - n 11 n r n n A c>e- n c i a t e c 1 -Sf «inftff» and Hyson S . F . Cons^ruction Comnanv Hi ty of Car]shad 1-Pre-Mi x Mi x No. : Oesiqn Str.i SO-176M 3000 pn f lesion S] ump i V_ .*• in. L a b No. 037 1586 Oni-e Ca si- Mo . Dav Material: Concreti Cementr 6 sks on in Structure 05 26 Pre cast. Rand *N-1 . P a 1 o m a r six. *]3,ABO. Made hy TFSO Truck 326 ticket 31??88 ULTIMATE COMPKFSSIVF STRFNfiTH Slump 7-T)av ?fl-Day Test Result in. pai ps3 Aoe, psi Day? TFSTING ENG1NF.ERS-3AN OIFGO John C. Burns RC:F *?875P *Stored and cured, not tested Page 1 Testing Engineers—San Diego 3467KurtzSt, P.O. Box 80985, San Diego, Ca. 92138 (714)225-9641 1903 West Vista Way, UnitB, Vista, California 92083 (714) 758-3730 Kile No.SUMMARY HI- ODMPRFSSinN TFST Rt-SIILTS Wnek Fnrtino H2/DR/2S PAL.OMAR STX PI.A7A 23] 0 Caminn Vi ris Rob!e* Carl shad, CA 81-MR1 A Re,oortp.ri Tot mPALHMAR *6 PARTNFRS Mix No.i * 5(1-1762 Design Str . t /UOOO) psi Desiqn SIumpi V. / in. Material : Co n c r e t e Lab Date No. Cast 037 Mo. Day Location in Structure 1655 05 28 Columns Palomar nix *3 M ARC. Truck 258 ticket 6P93M. Marie by TESD, 1659 05 28 Column at 3.3A PS *]5 A-B-C. Made by AND DYSON OONSTRLICTK1N DF CARLSRAft ULTIMATE CnMPRt:SSIVF STRENGTH Slump 7-Day 28-Day Test Result in. psi DSI AQR. pqi ?810 ((560, 2650 M850 V J C/TY OF CAKLSBAQBuilding Oepartmrat Tf-.STTNG FNRINF'FRS-^AN OIFGCI John H. Burns RHF *?R75? * S t o r e rt nno1 cured, not PflQR 1 Testing Engineers—San Diego 3467KurtzSt, P.O. Box80985, San Diego, Ca. 92138 (714)225-9641 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 File No. 3390-1 SUMMARY OF COMPRESSION TEST RESULTS Week Ending B?/06/21 PROJECT: PALOMAR *6 ADDRESS: 2310 Camino Vida Rohles Carlsbad, CA 3 "5 O Reported To: 1 PaloMr *6 1. Dunj^n Associates 1 . SJfcTBdman and Dyson 2 ,,/Niel sen Const ruction )T. City of Carlsbad O Mix No. i pS-^50-1764 / Design Str.i fljOOO pfei Material: Concrete Design Slump.- ^ijf _ — ~fn . Cement: b sks , Lab Date No. Cast Location in Structure C37 Mo. Day 05 18 Panel * £5 . PSP *fl,ARC. Truck *337. tkt 10 Made by FEB. 1538 05 30 West end of precast panel. Palomar 10 ARC. Truck 258 tkt. 109525 \. Made by TESO ULTIMATE COMf3RESSIVE STRFNfiTt- Slump 7-Day 28-Day Test Result in. psi ps^ Age, psi Days 3290 4900 36UO/ 5740 J 'J O *Stored and cured, not tested TESTING ENGINFERS-SAN DIEGO John C. Burns RCE *28752 F'age I Testing Engineers—San Diego 3467KurtzSt, P.O. Box80985, San Diego, Ca. 92138 (714)225-9641 1903 West Vista Way, UnitB, Vista, California 92083 (714) 758-3730 File No. 3390-1 SUMMARY OF COMPRESSION TEST RESULTS Week Endinq 82/06/21 3 3 -3 PRO.JE.CTj Palomar Six P]a?a ADDRESS: 2310 Camino Vida Robles 1 Carlr.bnd,California Reported To: 1-Palomar *6 Partners 1-Duncan Associates 1-Stedman and Dyson S.E . Construction Company of Carlsbad 1-Pre-Mix Mix No. : PSP -50-1764 Design Str.: 3(000 psi Material: Concrete Pesipn Slump; "^ in. Cement: 6 sks Lab Date : No. Cast ' Location in Structure •• C37 Mo. Day ' 1509 05 19 Bids. B panels W 3 and W5 P6P 10 ABC 5-19. Made by TESO ULTIMATE COMPRESSIVE STRENGTh Slumo 7-Day 28-Day Test Result in. psi psi Age, PSj Days ^\J • u \j i ^—, -'' 5200 3 ; 3 3 ""Stored and cured, not tested TESTING ENGINEERS-SAN OIEGO John C. Burns RCE *3f>752 Page 1 FORM I PAOI I Jf Testing Engineers-San Diego 3467KurtzSt, P.O. Box80985, San Diego, Ca. 92138 (714)225-9641 1903 West Vista Way, UnitB, Vista, California 92083 (714) 758-3730 Page 1 of LABORATORY NUMBER SD37-1784 INSPECTION REPORT DATE 6-11-82 FILE: #3290-1, Permit#80-46lA & B, JOB: Palomar Six Plaza 2310 Catnino Vida Robles Carlsbad, California ADDRESS: INSPECTION OF Welding FABRICATOR OR ERECTOR: Hawkins Welding Nielsen Construction Co. XX CONTRACTOR: SHOP FIELD PLANT. DATE REG. MRS. o.T. MRS. REINSP. MRS. INSPECTOR DATE 6-9-82 REG. MRS. 8.0 O.T. MRS. REINSP. HRS. INSPECTOR E. R. Mathes DATE REG. HRS. O.T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. O.T. HRS. REINSP. HRS. INSPECTOR DATE 6-10-82 REG. HRS. 8.0 O.T. HRS. REINSP. HRS. INSPECTOR Structural Steel: Weld Rod: Certified Welders: ASTM A36 E7018 & E8018 E. Hawkins, T. Johnson and D. Hawkins Witnessed the fillet welding of the panel plate connections on Building "A" line 1, A-H and line A, 1-6, also Building "B11 line 1, A-H and line H, 1-3. On Building "A" the hold xtown connection as shown on drawing S6-4 had to have a 1/4 inch shim to make the connection on the east end and panels S3, S4 and S5 plate connections as shown on drawing S7-2 were miss matched and only the near side 3/8" fillet weld could be welded, on these connections a fillet weld was welded across the ends. The same thing occured on Building "B" at panels E2 and E3. The same welding was performed at these locations. In all cases there was as much weld put on as the drawings called for. The struc- tural Engineer, Scott Stedman was notified and also witnessed some of these connections and gave approval to use the shim plates and different weld pat- erns where needed as long as the same amount of weld was being put on as the drawings called for. Welding is accepted per customers drawings and the Engineer's approval. Continued fillet weld inspection on the panel plate connections as follows: Building "A" line H, 1-6 and line 6, A-H, this completes Building"A". Building "B" line H, 3-6, and line A,1-6 The following connections had to be shimmed and welded. Building "A" line H panel Nl west section view 2-S7, N4 east section view Testing Engineers—San Diego 3467KurtzSt, P.O. Box80985, San Diego, Ca. 92738 (714)225-9641 1903 West Vista Way, UnitB, Vista, California 92083 (714) 758-3730 File No. 3290-1 SUMMARY OF COMPRESSION TEST RESULTS Week Ending H/M/8P PROJECTi Palomar Six Plaza ADQRESSi 2310 Camino Vida Robles Car]5 bad, Cali fornia Repor ted To: l-Pa3omar *6 Partners 1-Duncan Associates 1-Stedman and Dyson S.E. P - Ri-erfs e n Construction Company #*£] ty of Carlsbad 1-Pre-Mix Mix No.: PSP 50-1764 Design Str.i 3000 psi Material: Concrete Design Slumpi in. Cementi 6 sks Lab Date No. Cast Location in Structure C37 Mo. Day 1U27 OB 12 Pre-cast Panel N-3. Palomar 6 *7-ABC. Made by TESD.Truck 3M3 tkt 107995 ULTIMATE CQMPRESSIVE STRENGTH Slump 7-Day 28-Day Test Result J n. psi psi Age, psi Days MM 3630 4630 1ECEIVED JUN 1G 1982 CITY OF CARLSBADBuilding Department RECEIVED JUN 16 1982 CITY OF CARiSMD ENGINEERING TESTING ENGINEERS-SAN DIEGO John C. Burns RCE *2B752 ^Stored and cured, not tested Page 1 File No. 3390-1 Testing Engineers—San Diego 3467KurtzSt., P.O. Box80985, San Diego, Ca. 92138 (714)225-9641 1903 West Vista Way, UnitB, Vista, California 92083 (714) 758-3730 SUMMARY OF COMPRESSION TEST RESULTS Week Ending 6/11/82 PROJFCTi PALOMAR *6 ADDRESS) 9310 Camino Vida Rabies Carlsbad, CA Reported To: 1 Palomar *6 1. Duncan Associates 1 . Stedman_ and Dyson 2 , N^j^Hfe n Construction i t y of Carlsbad Mix No.: PS 50-1764 Design Str.: 3(1UQ psi Material: Concrete DesignSlump: 4H in. Cement i 6 sks Lab Date No. Cast Location in Structure C37 Mo. Day 1M17 05 13 Precast panel W-8 Palomar six *6. ABC. Made by TESD. ULTIMATE COMPRESSIVE STRENGTH Slump 7-Day 28-Day Test Result in. psi psi Ape, psi Days 3220 MMGQ ECEIVED JUN 1 6 1982 CARLSBADDepartment TESTING ENRTNEF.RS-SAN DIEGO John C. Burns RCE *28752 "Stored and cured, not tested Paqe 1 Testing Engineers—San Diego 3467KurtzSt, P.O. Box80985, San Diego, Ca. 92138 (714)225-9641 1903 West V/sfaJtot Unit B, Vista, California 92083 (714) 758-3730 File No. 2290-1 SUHMARAOF COMPRESSION TEST RESULTS Oat* Hailed 82/04/01 PROJECN/Paloaar Six PUza ADDRESS/ 2310 Camino Mida Rfiles Carlsbad,Ca I ifora-ft Reported To! 1-Palosiar i6 Partners 1-Puncan Associates 1-Stedfflan and Dyson S.E. 2-Nielen Construction Company of Carlsbad l-Pre-«ix Mix No.; PSP 50-1764 Design Str,: 3000 psi tutorial: Concrete Design Slunp-' in. Cement: 6 sks i.ab Date No. Cast Location in Structure C37 Ho. Day 1502 05 19 Bid?. B panels W 3 and W5 P6P 10 ABC 5-19. Hade by TESD ULTIMATE COHPRESSIUE STRENGTH Slump 7-Bav 28-Day Test Result in. t>si psi Age psi days 3 3450 1982 CITY OF CARLSBAD Building Department Kfitnred and curpd, not tested TESTING ENGINEERS-SAN BIEGQ T.H. Chapman SCE $12882 Paqp 1 Tesf/ng Engineers-San Diego 3467Kurtz$t, P.O. Box80985} San Diego, Ca. 92138 (714)225-9641 1903 West Vista Way, UnitB, Vista, California 92083 (714) 758-3730 File No. 3290-1 SUMMARY OF COMPRESSION TEST RESULTS Bate Mailed 82/06/01 PROJECT: PALQHAR *6 ADDRESS: 2310 Casino Vida Robles Carlsbad/ CA Reported To: 1 Pafoaar *6 i. Duncan Associates 1. Steddan and Dyson 2. Nielsen Construction of Carlsbad Mix No.: PS 50-1764 Design Str,: 3000 psi Material: Concrete Design Slufip: 4 in. Ceaenti 6 sks Lab Date No. Cast Location in Structure C37 Mo. Day 1482 05 18 Panel 4 E5. PSP 48,ABC. Track 4337, tkt 108924. Made by PEB. 1538 05 20 West end «f precast panel. Palomar 10 ABC. Truck 258, tkt. 109525 Hade by TESO ULTIMATE CGHPRESSIVE STRENGTH 7-Day 28-Day Test Result in, psi psi Age psi days 3290 3640 CITY OF CARLSBAD Cuilding Department *fJtored Jnri cured/ not TE5TIH6 ENGINCERS-SAN DIF.GO T.H. DMPWH RCE 412382 Testing Eng/neers-San Diego 3467KurtzSt, P.O. Box80985, SanDiego, Ca. 92138 (714)225-9641 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 File No. 3290-1 SUMMARY OF COMPRESSION TEST RESULTS Date Hailed 82/06/01 PROJECT: Palonar Six Plaza ADDRESS: 2310 Canino Vida Robles Carlsbad/ California Reported To! 1-Paloaar Six Partners i-Huucan Associates 1-Stedsan A Dyson/ S.t". 2-NieJ£&n Construction Co. J^Clly of Carlsbad 1-f'renixed Mix No.: PSP 50-0008 Oosi<?n Str.: 2000 psi Material: Concrete Design Sluap: in. Cement: sks Lab Kate No. Cast Location in Structure C37 Ho. Day 1207 4 2? Bldg A slab on grade/ line 2 at 6. PaUnar 6 it-ABC. Hade by TESD. 1257 04 30 Bldg. A/ slab-on-grade, line E+401 4 4*25'. Palonar Six S2-ABC. Made by TESD. ULTIMATE COHPRESSIVE STRENGTH 7-Oay 28-Day Test Result in. psi psi Age psi days 2370 3380 60 » 2760 3960 60 P<c CARLSBAD '"8 Department PS' ^Stored and cured/ not tested TESTING EN61NEFRS-SAN DIEGO T.H. Chapman RCE * Pace 1 Testing Engineers—San Diego 3467KurtzSt., P.O. Box80985, San Diego, Ca. 92138 (714)225-9641 1903 West Vista Way, UnitB, Vista, California 92083 (714) 758-3730 File No. 3390-1 SUMMARY OF COMPRESSION TEST RESULTS Date Mailed 5/21/8P ADDRESfi .10 Camino Vida Robl Cai l'sbdiJ,UaJ 1 I ui nil Reported Toi 1-Palomar *6 Partners 1-Duncan Associates 1-Stedman and Dyson S.E. ^-Nielsen Construction Company rty of Carl sbad 1-Pre-Mix Mix No. i PSFSSO-176M Design Str . i (3000/psi Material i Concrete Design Slumpi V__^in. Cementi 6 sks Lab Date No. Cast Location in Structure C37 Mo. Day 1427 OS 12 Pre-cast Panol N-3. Palomar 6 *7-ABC. Made by TESD.Truck 3«43 tkt 107995 ULTIMATE COMPRESSIVE STRENGTH Slump 7-Day P8-Day Test Result in. psi psi Age psi days MX (3630y 1^251982 TESTING ENGINEERS-SAN DIEGO T.H. Chapman RCE *J2882 *Stored and cured, not tested Page 1 Testing Engineers—San Diego 3467KurtzSt, P.O. Box80985, San Diego, Ca. 92138 (714)225-9641 1903 West Vista Way, UnitB, Vista, California 92083 (714) 758-3730 File No. 3390-1 SUMMARY OF COMPRESSION TEST RESULTS Date Mailed 5/21/89 PROJECT* PALOMAR *6 AOORESSi 2310 Camino Vida Robles Carlsbad, CA Reported Toi 1 Palomar *6 1. Duncan Associates 1. Stedman and Dyson 2. Nj^elsen Construction :ity of Carlsbad Mix No. i Design Str.r Design Slumpi Lab Date No. Cast C37 Mo. Day 0-176U si in. Location in Structure Mater iali Concrete Cement i 6 sks 1M17 05 13 Precast panel W-8 Palomar six *8. ABC. Made by TESD . ULTIMATE COMPRESSIVE STRENGTH Slump 7-Day 28-Day Test Result in, psi psi Age psi days ECEIVED MAY 251982 CITY OF CMo, Department TESTING ENG)NEERS-SAN DIEGO T.H. Chapman RCE *J2882 "Stored and cured, not tested Page 1 Testing Engineers—San Diego 3467KurtzSt, P.O. Box80985, Sari Diego, Ca. 92738 (714)225-9641 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 File No. 3290-1 SUMMARY OF COMPRESSION TEST RESULTS Date Mailed 5/14/82 alomar Si x Plaza '310 Camino Vida Robles arlsbad, California Reported To: 1-Palomar Six Partners 1-Duncan Associates 1-Stedman & Dyson, S.E 2-Nielsen Construction ity of Carlsbad 1-Premixed Mix No. r Design Str.: Design Slumpi Lab Date No. Cast C37 Mo. Day PSP 50-0008 3000 psi in. 1260 1279 1326 05 03 05 05 05 1327 05 06 Material Cementi Concrete sks Location in Structure East uiall footing Bldg. B, Palomar #3-ABC. Made by TESD Truck *326/tkt. #106437. West slab Bids. "B". Palomar Six *M-ABC. Made by TESD. Truck *273/tkt. #106720. North side slab, Bldg. A, southwest of northeast corner Palomar Six *5-ABC. Made by TESD. Truck 314/tkt 106969. South side slab, Bldg, A, 10' west of southeast corner. Truck *260/tkt. #107186. Co. ULTIMATE COMPRESSIVE STRENGTH Slump 7-Day 28-Day Test Result in. psi psi Age psi days 4 2720 2850 5H 2780 2180 TESTING ENGINEERS-SAN DIEGO T.H. Chapman RCE #12882 fStored and cured, not tested Page 1 Testing Engineers—San Diego 3467KurtzSt, P.O. Box80985, San Diego, Ca. 92138 (714)225-9641 1903 West Vista Way, UnitB, Vista, California 92083 (714) 758-3730 File No. 3290-1 SUMMARY OF COMPRESSION TEST RESULTS Date Mailed 5/7/82 PROJECTi Palomar Six Plaza AOORESSi 2310 Camino Vida Robles Carlsbad, California Reported To: 1-Palomar six Partners 1-Quncan Associates 1-Stedman & Dyson, S.E. 2-Nielsen Construct]on Co ^JU-eity of Carlsbad 1-Premixed Mix No.: Design Str.i Design SIumpi Lab Date No. Cast C37 Mo. Day PSP 50-0008 2000 psi in. Material. Cementi Concrete sks 1207 29 Location in Structure Bids A slab on grade, line 2 at 8. Palomar 6 *1-ABC, Made by TESD. ULTIMATE COMPRESSIVE STRENGTH Slump 7-Day 28-Day Test Result in. psi psi Age psi days MJ* 2370 TESTING ENGINEERS-SAN DIEGO T.H. Chapman RCE *12882 *Stored and cured, not tested Page 1 Testing Engineers—San Diego 3467KurtzSt, P.O. Box80985, San Diego, Ca. 92738 (714)225-9641 1903 West Vista Way, UnitB, Vista, California 92083 (714) 758-3730 File No. 3290-1 SUMMARY OF COMPRESSION TEST RESULTS Date Mailed 5/7/82 PROJECT: Palomar *6 ADDRESSi 2310 Camlno VIda Roblas Carlsbad, California Reported To: 1-Palomar *6 Partners 1-Duncan Associates 1-Stedman & Dyson, S.E. 2-Nlelsen Construction Co. ty of Carlsbad 1-Premi xed Mix No. : Design Str.: Design Slumpi Lab Date No. Cast C37 Mo. Day PB 50-0008 3000 psi Material: Concrete in. Cementi 5.H sks Location in Structure 1257 04 30 Bldg. A, slab-on-grade, line E+MO* & H+25'. Palomar Six *2-ABC. Made by TESD. ULTIMATE COMPRESSIVE STRENGTH Slump 7-Day 28-Day Test Result in. psi psi Age psi days UK 2760 RECEIVED MAT 11 OK wsMD D9ARTMENT TESTING FNGINEERS-SAN DIEGO T.H. Chapman RCE #12882 ^Stored and cured, not tested FORM 1 PAOt 2 JP Testing Engineers—San Diego 3467KurtzSt, P.O. Box80985, San Diego, Ca. 92138 (714)225-9641 1903 West Vista Way, UnltB, Vista, California 92083 (714) 758-3730 Page 2 of 2 LABORATORY NUMBER SD37-1784 JOB: Palomar Six Plaza DATE 6-11-82 Con't 6-10-82DATE' REG. HRS. O.T. MRS. REINSP. HRS. INSPECTOR DATE REG. HRS. O.T. Has. REINSP. HRS. INSPECTOR DATE 6-11-82 REG. HRS. 8.0 O.T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. O.T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. O.T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. O.T. HRS. REINSP. HRS. INSPECTOR 4-S6, line 6 panel El south sectinon view 4-S6, wall panel at 3-4 section view 3-S7, wall panel at 6-7 section view 3-S7, wall panel E9 north and south ends section view4-36 also Building "B" line A panel 2 north section views 2-S7 and 4-S6 and wall panel W5 south section view 4-S6. The following connections as shown in 2-S7 had to be welded near side and on the end due to mismatch. Building "A" line H panel 2 east and panel 3 west and Building "B" line H panel 4 south and panel 5 north. Welding is accepted per customer drawings and the Engineer's approval. Continued fillet weld inspection on the panel plate connections on Building "B" line 6, A-H. The following connections had to be shimmed before welding wall panel between S3 and S4 line 6 north end as shown in seciton 4-S6 and south end as shown on section 3-S7,wall panel between S6 and S7 as shown on section 3-S7, also the panel connections at panel 5 west, panel 6 east, panel 7 west and panel 8 east had to be welded near side and on the end instead of near side and "far side as section 2-S7 calls for. Welding is accepted per customer's drawings and the Engineer's approval. This conpletes all welding on the panel plate connections. REPORTED To THC:rr (1) Palomar #6 Partners (1) Duncan Associates (1) Stedman & Dyson, S.E. J^2) Njja*Sfen Construction Co, &/J&r*C±ty of Carlsbad CA'I, TESTING E REVIEW T.H. Chapman, President /ielsen on struct ion Co.General Contractors 3127 Jefferson Street/Mailing Address: P.O. Box 80367/San Diego, California 92138 (714) 291-6330 . State License 156587 1395DATE June 18, 1982 JOB NO. & NAME Palanar Six Plaza TO:NOC TRANSMITTED HEREWITH: Subject:Field Order #1 Drawing:Sheet A-6 Description:Soffit framing clarification/revision. This revises wall section C, Sheet A-6. Nielsen Use Only Labor Fringes, Ins., Tax Material Equipment cc: 1/81 David Oostra Walt Hensey Price by Phone by 3Q<J Cost breakdown (2 Copies) Xfy to Bobbi Authorized to proceed NCC/Owner's approval of your cost change, if any. Not authorized to proceed with change. REMARKS: By Pat Stark Title Project Manager Job Nome PRICE REQUEST/FIELD ORDER uote C Job # PLANS OR SKETCHES:)46 DESCRIPTION: C ^*m^^ O REASON FOR ACTION: -DUSjjcrsD "&V t^2-^-\ COMMENTS OR INSTRUCTIONS: SUB CONTRACTOR NCC- O^L-rT TRADE COMMENTS $ INFO COPIES: JOBSITE NCC WORK: SUPERVISION:TIME EXTENSION; DUIMCAIM ARCHIl June 8, 1982 BULLETIN NO. k Palomar Six Plaza Carlsbad, California Job No.. 8050 This Bulletin supplements and amends the original Drawings and ,.<-;< Specifications and shall become a part of the Contract Documents. ; In case of conflict between the Drawings, Specifications and this Bulletin, this Bulletin will govern. Careful note of this Bulletin shall be .-taken and all trades affected shall be fully advised for performance of the work. The following DRAWING changes are hereby noted: 1, SHEET A-6 1.1 WALL SECTIONS Wall Section C - Support bracing for soffit framing is per attached detail B-4. : - - . >-.:.•- , -...." : Submitted: , DUNCAN ASSOCIATES ARCHITECTS . , Royce Duncan AIA RD/rp cc Tom Armstrong Paul Thomas Walt Hensey )Palomar Six Partners Pat Stark Nielsen Constr. Scott Steaman Sfcedm£.n Dyson w E- O ^ g B M •H•tJCu 4*cv•n•Hn P< 8 A, ii re sPi1&£ *»An S 1 1m I£ .jj v>M (I) U) +JtoN W Q)tT<crtXU c •r4ft! >-4n U1?; O•wO Xj ft r^ 31 -4 H O ^4^1s Jv, O U) 0)Cl ti)3CQ 1 > Pc 01H HfiS1 ^4Jat (9to E4 *4M 4TH AVENUE. SUITE B. SAN DIEGO. CALIFORNIA 921O1 233-2O17 .fU&LIKft ESGIL CORPORATION 932O CHKHAPKAKE OR., SriTK !«« SAX DIKCiO, CA ESGIL CORPORATIONeaao CHKKARKAKK OR., NVITK isja HBO-14BH (9 A/ n 3, Datet Jurisdiction Prepared byi VALUATION AND PLAN CHECK FEE Bldg. Dept. PLAN CHECK NO. BUILDING ADDRESS Ctyftf/fUO J//&J1 /rO&t& APPLICANT/CONTACT /^o^fCe 2>c",v<rvy// PHONE NO. <239 c^/7 BUILDING OCCUPANCY ''B'Z&fa// DESIGNER PHONE 33 9 0<O / 7 ('£•& TYPE OF CONSTRUCTION '3ZT- // T&S'&UB&S. BUILDING PORTION fj. ' /^\ j fj ^>^fj *^r^*4^r ^^7 ^/Z/r? &£&&£ $ ' B 0U?6r* t^/Z/qfrt&ZS * Air Conditioning Commercial Residential Fire Sprinklers Total Value BUILDING AREA V-S ^^6» • y$ &(*&i CONTRACTOR VALUATION MULTIPLIER /6"sa /4S- /£*& /&- PHONE £ 9/ & 33& Cf'2> VALUE •*\ S u^ / f 0 UP / -__ -~J ' ^,/?; = /?/3,00 /?C. & '/A¥3>tf~ ^f 7 V/y (P^&I *^-l> £/* /?<£>3?° PC? ' /Q7&1f Building Permit Fee Plan Check Fee"75"rA^L- T1 X/ 7.IS TOTAL. 7/8 INTERDEPARTMENTAL INFORMATION SHEET ECEIVED BUILDING DEPARTMENT BUrLDING ADDRESS:/ DATE:1081 CITY OR CARLSBAD Department PLANNING DEPARTMENT ZONE LOT SIZE LOT WIDTH UNITS ALLOWED UNITS PROVIDED PARKING SPACES REQUIRED % COVERAGE ALLOWED BUILDING HEIGHT ALLOWED FRONT SETBACK: ALLOWED PROVIDED _PROVIDED ^PROVIDED PROVIDED SIDE SETBACK: INTRUSIONS LANDSCAPE & IRRIGATION PLAN COMMENTS: ENVIRONMENTAL PROTECTION REQ: ENGINEERING DEPARTMENT /O R.O.W. SEWER CONNECTION GRADING PERMIT Afc IMPROVEMENTS DRIVEWAY LOCATIONS DRAINAGE LEGAL DESCRIPTION ADDITIONAL COMMENTS ^ K OK TO ISSUE:PWI OK TO FINAi DATE FIRE DEPARTMENT SPRINKLING SYSTEM FIRE ALARMS FIRE HYDRANTS ADDITIONAL COMMENTS FIRE PROTECTION EQUIP. EXITS LOCATION OK TO ISSUE:DATE OK TO FINAL DATE WATER DEPARTMENT REQUIREMENTS OF APPROPRIATE DISTRICTS MET DATE f-s STEDMAN & PATE 10-81 ENGR. PROJECT PALOMAR SIX PLAZA STRUCTURAL ENGINffESS SAN DIEGO, CALIFORNIA STRUCTURAL CALCULATIONS FOR PALOMAR SIX PLAZA INDEX DESIGN CRITERIA BUILDING *B' ROOF FRAMING TILT-UP WALL DESIGN LATERAL ANALYSIS COLUMN DESIGN FOUNDATION DESIGN BUILDING 'A1 ROOF FRAMING TILT-UP WALL DESIGN LATERAL ANALYSIS COLUMN DESIGN FOUNDATION DESIGN SHEET NO 2 10 14 29 30 35 45 45 53 53 SHEET, EN6R STEDMAN & STRUCTURAL ENGINEERS SAN DIEGO, CALIFORNIA SHEET OF PROJECT NO PROJECT ; ft/ DATE.(n-fh\ PROJECT STEDMAN & DYSOfT STRUCTURAL ENGINEERS SAN DIEGO, CALIFORNIA SHEET '£- Of PROJECT NO D B 2. P5F, RSF, PSF SfcgooF 2. I2.PSF <> ()• . O cO rJ »K*d CD U o O- C) oO a O- <> o s. 1 32'32' ^/ / /~\ t t A' /».. -£\ _ i1 =^/-*' DATE. ENGR. PROJECT STEDMAN & DYSOK STRUCTURAL ENGINEERS SAN DIEGO, CALIFORNIA SHEET or PROJECT NO * \t t*,u Lm.ii2^L -» ROOF BEflM Bl SPflH DflTfl LEHGTH= 26.33 LOflDS= COHCENTRflTED PCLBS> DL 3>340 LL 3,972 COHCENTRflTED P<LBS> DL 3.848 LL 3,872 CQNCENTRRTED P(LBS> DL 3,849 LL 3,072 FT X<FT> 6.67 6.67 X<FT> 14.67 14.67 X<FT> 22.67 22.67 RERCTIONS CLBS) DL LL 2 LEFT 5,102 4,081 9, 183 MOMENTS CFT-LBS) M DL 43,882 LL 35,105 2 78,987 %%. BEflM 5. 13 X CflMBER 1.11 <IN> RIGHT 6,418 5, 135 11,553 X<FT) 14.48 14.48 14.48 21 .0 fiLLOWflBLE STRESS RflTIO SHERR 14,798 .78 MOMENT 88,495 .89 DEFL A<IN> <L/A> X<FT> DL . .74 428 13.2 LL .59 535 13.2 2 1.33 238 13.2 DATE EMBR STEDMAN & DYSOfV STRUCTURAL ENGINEERS SAN DIEGO, CALIFORNIA A-Mi EFT *t OF PROJECT NO PROJECT 0 CRNTILEVER GLB GLB 82 LORDING COMBINRTIONS CRSE I ODD CRSE III D2D CRSE II 222 CRSE IV 2D2 SPRHS LEFT 9.33FT CENTER 46.0QFT RIGHT 9 . 33FT V* y j*Ac? [i i **+T- -1 ivt v-a $ $ h •o COHCENTRRTED LORDS <KIPS> ft12 3 4 5 6 7 8 9 18 11 12 P<D> 6 3 @ 3 3 3 3 3 3 8 3 5 .4 .8 .0 .3 .3 .8 .8 .8 .8 .0 .8 . 1 P<L 5. 3. 0. 3. 3. 3. 3. 3. 3. 0. 3. 4. > 1 1 0 1 1 1 1 1 1 0 1 i RERCTIONS <KIPS> LEFT 39.7 RIGHT 36.5 MRX MOMENTS <K-FT> LEFT -142 MIDSPRN 157 X<FT> 0.0 4.3 9.3 12.3 28.3 28.3 36.3 44.3 52.3 55.3 68.3 64.7 SHERR CKIPS> 21 .3 RIGHT -120 DEFLECTIONS <IN> ODD CflMB LIVE L/D LEFT -.92 -.03 1.21 93 MIDSPRN .72 . 1 .08 1 .83 381 RIGHT -. 12 -.18 1.13 99 BERM SIZE 5.125 X 38.8 <24F) STEDMAN & DATE.SHEET OF. ENGR. STRUCTURAL ENGINEERS SAN DIEGO, CALIFORNIA PROJECT NO PROJECT £5 - 32- - a* i ROOF SFfHN LEHGTH= LORDS - UNIFORM 31.56 FT 0 L 6 4 LL 64 CONCEHTRRTEO P'iLBS;' L'L 1, 150 • LL 1,150 CONCENTRRTED P>:LB3> DL i,150 LL 1,150 CONCENTRATED P-;LBS> DL 1,150 LL 1,150 FT:- FT 15 5.75 PEftCTIONS HUMtNTS f--j i o .• 307 1-j, ?^7 5 I ' 8 i 4 EERM ER 1 . sn2 5 -• 4 6 6 X'.'FT> 15.75 t 5 7 S 15 .75 HERR Pi1_ L- LL Fl L L 0 H R B L E S T R E S S R R T I 0 1 1. ,627 -45 56, US . '32 i';IH> -:.L,--A> >UFT> 1- ~"^ 2^2 lu" ^A - •— - i_ .- i— i - - - 1 . 29 £?2 15 - S 2 .59 - 146 15 .8 DATE. ENGR. STEDMAN & DYSOK STRUCTURAL ENGINEERS SAN DIEGO, CALIFORNIA PROJECT NO PROJECT SM L=f? »• -r« IIRSFo ?„•- 12. * H-5cso = L £ 3 POOF BEHM li C'flTfl LENGTH- ;^.^ LORDS : COHCEHTRrlTtD P<LBS> DL 2,728 LL J • ?20 P v L B S > DL 2.- 726 LL 2,42tl C: 0 H C t N T R R T E f ". f LL 1 ,920 3 F'iZRCT TONS <Lb;-i:> X '" F T > DL LL LEFT 4, 355 PIGH'l 6 -• 6 y y MOMENTS UL LL M 41 .• •' o •** 37^ 745 X- FT)I5.se 15.30 15 . 36 £& BEHM 5.13 X 22.5 CflHBER 2.1-7 f IN> MOMENT DEFL DL LL HLLONRBLE STRESS RflTIO 19.3 19 . 8 19.8 1 ,42" 334 1.12 423 2 .54 187 DATE. ENGR. STEDMAN & DYSON STRUCTURAL ENGINEERS SAN DIEGO, CALIFORNIA SHEET.-OF. PROJECT NO PROJECT i & ROOF BERM i 05 SPRN DRTR LENGTH= 23.50 FT LORDS = COHCEHTRRTED P<LB3> XCF' DL 2,720 7.75 LL 2,426 7.75 COHCENTRRTED P<LBS> XCF' i=s ROOF BERh SPRN DflTR LENGTH= 40.50 FT LORDS : UNIFORM W<LBS/FT> L>L 13c" ' LL 36 UJNCEHTRRTED DL 2,720 15.7 LL 2,420 15.7 RERCT10NS <LBS> LEFT DL 2,720 LL 2,420 f I 5,146 MOMENTS -::FT-LBS>i M DL 21,086 LL 18,755 i 39,835 '&% BERM 5.13 CRMBER 1 .24 <: DL .83 LL -74. I 1.57 5 5 RIGHT 2 .• 720 2,426 5, 140 X(FT> 8 . 23 8 . 23 y . <£ •-• X 15.6 ££ > STRESS RPTIO .49 35 L x A > X '• FT) 340 1 1 .8 383 11 . S 180 11 .8 L' L_ *"' * -" LL 5'. 3 REHCTI DL LL " MOMENT DL LL •^ m 0 & 8 5 y 66 8 . 50 OHS <L6t;J LEFT 7 .. 8 ? 8 1 5 .- 132 14 .021 S (Fl-i_BS> M X 63,351 1 48,550 1 116- 999 1 BERM 5 13 X 2 RIGHT 4,11 8 -'•.- 056 7, 175 <FT; 0.13 0.13 0. 13 <=; ^i :;•- ?;'• CRMBER 2.66 <IN> SHERR MOMENT DEFL DL LL .u RLLOWRBLE S 17,370 127, 700 i . < L -•' A 1 .37 354 1.05 463 2 42 2'fifl TRESS RRTIO . 49 . O r'> X-;:FT> 1 8 . 2 IS. 2 IS. 2 DATE. ENGR. STEDMAN & DYSON STRUCTURAL ENGINEERS ), CALIFORNIA SHEET.-OF. PROJECT PROJECT NO Co-*- is* F3N 4 8 ROOF BERM SJ SPfiH DRTfl LENGTH* 29.99 FT LORDS• UNIFORM DL 270 LL 60 COHCENTRRTED . PCLBS) XCFT> DL 7,390 5.00 LL 6,109 5.00 REflCTIONS <LBS> LEFT DL 10,453 LL 5,918 2 16,371 MOMENTS <:FT-LBS> RIGHT5 1 M DL 51,564 LL 28,437 I 73,518 10 . 15 . 80 .25 !O: BERM 5.13 X 24 . 9 CflMBER 1.10 <IN> flLLOWRBLE STRESS SHERR 16,913 .4 MOMENT 113,883 .1 DEFL iCIN) (L.-'i) DL .73 477 LL .34 1011. S 1.07 324 X<.FT> 13. 1 13. 1 13 . 1 &&1 s n* $ ROOF BERM '& <3S **-*'********* SPflH DflTR LENGTH^ ib.yg FT LORDS; CGNCENTRRTED FCLBS;- X<: FT> D L 4 , >- 5 0 8 . 0 0 LL 4,609 S.09 RERCT IO <LBS> DL LL ^ MO ME NT DL LEFT 2, 1.75 2, 3*8 4,475 s ';FT-L&S> M 17, 409 RIGHT 2, 175 2, 300 4,475 XCFT> 8 . 09 LL IS,4992 35,3yy S . 99 $& BERM 5.13X13 CRMBER .51 UN) SHERR MOMENT DEFL DL LL jji RLLOWRBLE 9.: 513 38,412 i '-' I H > < . 34 . 36 . 79 STRESS RflTIQ .47 .93 A> XCFT> 566 8.« 535 8.0 75 8 . 9 DATE. ENGR. STEDMAN & DYSON STRUCTURAL ENGINEERS SAN DIEGO, CALIFORNIA SHEET..OF. PROJECT NO PROJECT S3 P. |f- ft T. CRNTILEWER GLB GLB B9 LORDING COMBINRTIONS CRSE I ODD CRSE III DSD CRSE II 222 CRSE IV 2D2 SPRNS LEFT 16.33FT CENTER 46.06FT RIGHT 10.33FT CONCENTRATED LORDS <KIPS> ft1 2 3 4 5 6 7 8 9 10 11 12 13 P<D 1 . 5. 3. 0. 3. 3. 3. 3. 3. 0. 3. 3. 5. > 1 5 8 0 8 8 8 8 8 0 8 8 1 PC 1 5 3 0 3 3•3 3 3 0 3 3 4 L> .0 .5 . 1 .0 . 1 . 1 . 1 . 1 . 1 .0 . 1 . 1 .1 REflCTIONS <KIPS> LEFT 36.5 RIGHT 41.0 MflX MOMENTS <K-FT> LEFT -128 MIDSPRN 153 X(FT> 0.0 1 .3 9.3 10.3 17.3 25.3 33.3 41 .3 49.3 56.3 57.3 €5.3 66.7 SHERR <KIPS> 23.0 RIGHT -164 DEFLECTIONS CIN> ODD CflMB LIVE L/D LEFT -.01 -.02 1 .28 97 MIDSPRH .50 .75 1 .61 343 RIGHT .20 .31 1 .37 91 BEftfl SIZE 5.135 X 31.5 <24F> DATE, ENGR. PROJECT STEDMAN & DYSOK STRUCTURAL ENGINEERS SAN DIEGO, CALIFORNIA .'""x SHEET..OF. PROJECT NO 6,96316 00 5. 2847028 01 8. 693927-01 R. 009223 00 5. 3933755-01 7. 2747373 01 4. 8822314 01 2. R4QR3Q8 HQ O cr "7 O O 0 "7 "7 ni£.. D i'£.oo ii U I 3. 59037 00 5.2847028 01 8. 8421815-01 4, 0605025 00 4.734725-01 6. 571876 01 4. 5066752 01 2. 7802223 00 5. 7744326 01 D+L PL! PB; FI PN fl MN I .*. MUII+E PU PB FI PN fl MN I .*. , MU 5 f Hi*' TAF'-I? i^- o/Trv f r^oH A - 1T DATE EMGR STEDMAN & DYSON STRUCTURAL ENGINEERS SAN DIEGO, CALIFORNIA SHEET.ii .OF. PROJECT NO TlLI-uP LQA.U. -. z 1.060516 01 5.2847028 01 8. 5338391-01 1.2427185 01 6. 1408902-01 8. 0071919 01 5. 2549699 01 2.4906283 00 4. 4582214 01 D+L ; PU-i PB'. FI PN R MN I * MU B+E 4.58787 00 PU 5.2847028 01 PB 8.7983354-01 FI 5.214475 00 PN 4.9286699-01 R 6.7821311 01 MN 4.6210357 01 I 2.3989752 00 5.5543567 01 MU — PROJECT STEDMAN & DYSON STRUCTURAL ENGINEERS SAN DIEGO, CALIFORNIA SHEET.12-.OF. PROJECT NO DATE ENGR PROJECT STEDMAN & DYSOI STRUCTURAL ENGINEERS SAN DIEGO, CALIFORNIA SHEET,-OF. PROJECT NO vS\ DATE.l£Hfe| - STEDMAN & DYSOf SHEET.14 .OF. STRUCTURAL ENGINEERS SAN DIEGO, CALIFORNIA PROJECT 5 ** n i^L r. DATE.to- ENGR. PROJECT STEDMAN & DYSO STRUCTURAL ENGINEERS SAN DIEGO, CALIFORNIA SHEET. PROJECT NO V Vl wn •' Z-l uOi. EMGH STEDMAN & DYSON STRUCTURAL ENGINEERS SAN DIEGO, CALIFORNIA SHEET Ity OF PROJECT NO PROJECT 41 ^ 1.'-24 x ^,4(bZ * II. I DATE. ENGR. 0-1 ' STEDMAN & Kl7 STRUCTURAL ENGINEERS SAN DIEGO, CALIFORNIA PROJECT SHEET p..OF. PROJECT HO - UJEST 1T-T l-t ^,411 = , 4; - 1 DATE. ENGR. \D-6-STEDMAN & DYSOI STRUCTURAL ENGINEERS SAN DIEGO, CALIFORNIA SHEET..OF. PROJECT NO PROJECT DATE. ENGR. STEDMAN & DYSCX STRUCTURAL ENGINEERS SAN DIEGO, CALIFORNIA SHEET..OF. PROJECT NO PROJECT £> ;^.^ Ulf. l^Vlt^r? PA(J^L- , , ,- ' +• ^.iL I*-? •« HATE EMfiR SHEET..OF. / £? STRUCTURAL ENGINEERS SAN DIEGO, CALIFORNIA PROJECT NO PROJECT b GRRDE BERM LINE 6 LENGTH 46.5Q FT WIDTH 2.58 FT UHIF LORD .94 K/FT RPPLIED LORDS COHC LORD MOMENT -23,7 29.4 23.4 64.7 0.0 8.0 0.0 0.0 LQCRTIQN 10.0 20.2 30.4 49.5 SOIL BEflRING 2. SOIL CONTRCT 33. LOCRTION SHERRS X<FT) VCKIPS) LEFT END0.0 e,0 2.3 1.9 4.0 3.8 6.3 5.6 8.3 7.5 13.3 9.4 JOINT tt 1 10.0 -14.3 12.8 -12.4 14.1 -10.6 16.1 -9.7 18.2 -9.7 23.2 -19.6 JOINT tt 2 23.2 9.8 22.2 8.8 24.3 5.2 26.3 1.5 28.4 -3.2 38.4 -8.7 JOINT tt 3 38.4 11.7 32.4 5.3 34.4 -2.1 36.5 -10.3 33.5 -19.4 40.5 -29.5 JOINT tt 4 48.5 35.2 42.5 24.4 44.5 12.6 46.5 -.0 RIGHT END 99KSF 6FT MOMENTS M<K-FT> 8.0 -1 .9 -7.5 -16.9 -38. 1 -47.0 -47.3 -19.8 3.6 24.1 43.8 64.3 64.3 46.9 32.5 25.6 27.2 39. 1 39.1 21 .9 18.5 30.8 63.7 189.9 109.9 50.2 13. 1 .3 GRRDE BERM REINFORCEMENT LINE 6 BERM EFF. DEPTH CIN> 25.53 CONCRETE STRENGTH 2880 PSI GRRDE 40 STIRRUPS GRflDE 60 MRIN REINF STIRRUPS MRIN X <FT> SHERR <KSI) tt4 CIN> #5 (IN) REINF ( IN""2) LEFT END 8.8 2.0 4.3 6.0 8.8 13.0 JOINT 10.8 12.3 14. 1 .16. 1 18.2 28.2 JOINT 23.2 22.2 24.3 26.3 28.4 36.4 JOINT 38.4 32.4 34.4 36.5 38.5 48.5 JOINT 48.5 42.5 44.5 46.5 RIGHT 3.838 .384 .009 .813 .017 .822 tt 1 .833 .829 .824 .022 .622 .024 tt 2 .323 .318 .012 .683 .387 .820 tt 3 .027 .012 .005 .324 .045 .068 tt 4 .081 .356 .329 .863 END 3.3 3.3 8,8 8.6 0.0 8.8 0.3 8.3 0.8 0.0 0.0 8.3 3.0 6.8 8.6 3.3 0.3 3.0 3.0 0.0 0.0 0.0 13.7 10.7 13.7 18.7 0.6 3.8 0.0 0.0 0.6 8.0 6.8 3.0 6.0 6.0 0.0 8.6 8.3 8.0 0.0 3.8 3.0 0.9 0.0 8.8 3.0 8.8 8.6 8.0 12.8 12.8 12.8 12.8 0.3 3.0 6.83 -.92 -. 10 -.22 -.43 -.62 -.62 -.26 .05 .32 .58 .85 .85 .61 .43 .34 .36 .52 .52 .29 .25 .41 .81 1.46 1 .46 .67 . 17 .00 DATE. ENGR. PROJECT STiDMAN & DYSON STRUCTURAL ENGINEERS SAN DIEGO, CALIFORNIA SHEET,-OF, PROJECT NO 00- , [*£» : / v - = j <2*t,f t t" DATE. ENGR.22. PROJECT STEDMAN & DYSOK STRUCTURAL ENGINEERS SAN DIEGO, CALIFORNIA Z2-SHEET*-*" Of PROJECT NO f?SJCF •' 1 SV4H f 12. ENGR. STEDMAN & DYSON STRUCTURAL ENGINEERS SAN DIEGO, CALIFORNIA PROJECT g GRflDE BEflM GRflDE BEflM REINFORCEMENT BLDG B LINES R&H NR. 1 * LENGTH 35,00 FT WIDTH 2.50 FT UN1F LORD .94 KxFT flPPLIED LORDS CONC LORD MOMENT LOCRTION -9.7 9.0 6.S 10.5 6.0 5.4 10.5 0.0 10-8 26.5 9.0 16.3 69.0 0-0 32.6 SOIL BERR1NG 3. SOIL CONTACT 31. LOCATION SHERRS XCFT> V LEFT END 8.9 JOINT ft 1 0.0 2.2 4.3 -5 5.4 -5 JOINT # 2 5.4 7.6 -9.7 -9.7 -7.7 7 1 5.4 5.7 4.6 3.6 9.7 10.8 JOINT « 3 10.8 14.1 12.8 11.3 14.8 7.4 16.3 3.8 JOINT * 4 16.3 30.3 18.3 24.2 29.4 17.1 22.4 8.7 24.5 -.8 26.5 -11.5 28.5 -23.4 30.6 -36.5 32.6 -50.7 JOINT # 5 32.6 18.3 35.0 -.0 RIGHT END 56KSF 4FT MOMENTS M<K-FT> 0.0 0.0 18.8 33,2 39.8 39.0 26.8 15.5 11 .9 11 .0 -14.6 -33.5 -42.6 -42.0 -97.7 -146.0 -166.4 -174.6 -162.2 -126.8 -65.9 22.7 22.7 .5 BLDG B LINES fl&H NR . 1 BEflM EFF. DEPTH <IN) 25.50 CONCRETE STRENGTH 2060 PSI GRflDE 40 STIRRUPS GRflDE 69 MflIN REINF STIRRUPS MftIN X SHERR #4 #5 REINF <FT> <KSI> <IH) <1N) <INA2) LEFT END 0.0 JOINT 0.0 2.2 4.3 5.4 JOINT 5.4 7.6 9.7 10.8 JOINT 16.8 12.3 14.8 16.3 JOINT 16.3 IS. 3 26.4 22.4 24.5 26.5 28.5 30.6 32. 6 JOINT 3£.S 35.6 RIGHT .022 * 1 .022 .018 .013 .012 # 2 .012 .013 .011 " .008 # 3 .033 .026 .017 .809 tt 4 .070 .656 .039 .026 .002 .027 .054 .084 .117 ft 5 .042 .009 END 0 0 0 0 0 0 0 0 0 0 0 0 0 10 10 0 0 0 0 10 10 10 0 0 .0 .9 .0 .fl .0 .0 .0 .0 .0 .0 .0 .0 .0 .7 .7 .0 .0 .© .0 .7 .7 .7 .0 .0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 12 0 0 0 0 12 12 12 0 0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .8 .8 .0 .0 .9 .0 .8 .8 .8 .0 .0 0.00 0.00 .25 .44 .52 .52 .36 .21 . 15 .15 -. 19 -.45 -.56 -.56 -1 .39 -1 .88 -2.25 -2.37 -2.19 -1 .76 -.88 .30 .3Q .91 DATE. ENGR. -STEDMAN & DYSON STRUCTURAL ENGINEERS SAN DIEGO, CALIFORNIA PROJECT NO PROJECT GRflOE BERM BLDG B LINES fi&H MR. 6 LENGTH WIDTH UNIF LORD 45.80 FT 2.50 FT .94 K/FT RPPLIED LORDS CONC LORD MOMENT -9.7 0.0 10.5 0.0 10.5 0.0 26.5 0.0 69.0 0.0 LOCRTIQN 10.0 15.4 26'.3 42.6 SOIL BERRING 3. SOIL CONTflCT 37. LOCRT10N X<FT) LEFT END 0. 0 2.0 4.9 6,0 S.0 10.0 JOINT # 10.0 12.2 14.3 15.4 JOINT # 15.4 17.4 19.4 2Q.9 JOINT ft- 20.9 23.1 25.2 26.3 JOINT # 26.3 28.3 30.4 .32.4 34.5 36.5 33. 5 46.6 42.6 JOINT # 42.6 23KSF 0FT SHEflRS MOMENTS 'J<KIPS> 0.0 1 .9 3.8 5.6 7.5 9.0 1 _ -» -.'l -.6 -1.1 2 9.4 7.6 4.9 2.4 3 12.9 8.3 2.8 -.4 4 26.1 19.5 11 .9 3.4 -6.0 -16.2 -27.4 -39.5 -52.5 5 16.5 M<K-FT> 0.0 - -1 .9 -7.5 -16.9 -39. 1 -46.7 -46.7 -46.0 -45.4 -44.5 -44.5 -61 .6 -74.2 -79.8 -79.8 -102.9 -115.0 -116.3 -116.3 -162.9 -195,0 -210.7 -208.3 -185.8 -141 .5 -73.4 20.2 20.2 GRflDE BEflM REINFORCEMENT BLDG B LINES fl&H NR . 6 BERM EFF. DEPTH <IN> 25.50 CONCRETE STRENGTH 2000 PSI GRflDE 40 STIRRUPS GRflDE 60 MRIN REINF STIRRUPS X SHEflR #4 #5 CFT> CKSI) CIN> CIN) ' LEFT END 0.0 0.090 0.6 0.0 2.0 .004 0.0 0.0 4.0 .009 0.0 0.0 6.0 .013 0.0 0.0 8,0 .017 0.0 9.0 10.0 .021 0.0 0.0 JOINT # 1 10.0 .002 0.0 0.0 12 2 .000 0.0 0.0 14.3 .001 0.0 6.9 15.4 .003 0.0 0.0 JOINT # 2 15.4 .022 Q.0 0.0 17 .4 .017 0.0 0.0 19.4 .011 0.0 0.0 26 9 .005 0.0 0.0 JOINT tt 3 28.9 .030 0.0 0.0 23. 1 .819 0.0 0.0 25.2 .006 0.0 0.0 26 3 .001 0-0 0-0 JOINT tt 4 26.3 .060 10-7 12.8 28.3 .045 10.7 12.8 30.4 .027 0.6 0.6 32.4 .008 0.0 0.0 34.5 .014 0.0 0.0 36.5 .037 0.0 0.0 38,5 .063 10.7 12.8 40.6 .091 10.7 12.8 42,6 .121 19.7 12.8 JOINT # 5 42.6 .038 9.0 0.0 45.0 .000 0.0 0-9 RIGHT END MRIN REINF C I N*2 ) 0 00 -.02 -.10 -.22 -.40 -.62 -.62 -.61 -.60 -.59 -.59 -.82 -.99 -1.06 -1.06 -1.37 -1.54 -1.56 -1 .56 -2.28 -2.65 -2.S8 -2.84 -2.52 -1.99 -.97 .27 .27 .00 DATE. ENGR. PROJECT STEDMAN & DYSO STRUCTURAL ENGINEERS SAN DIEGO, CALIFORNIA r r, SHEET A 1^7 OF PROJECT NO •2- - 12. PATE EMGB P& STEDMAN & DYSOl STRUCTURAL ENGINEERS SAN DIEGO, CALIFORNIA SHEFT"2//7 OF PROJECT NO PROJECT 1& &M kit:I«4v5 *4. 6 „ DATE. ENGR. PROJECT STEDMAN & DYSOl STRUCTURAL ENGINEERS SAN DIEGO, CALIFORNIA SHEET..OF. PROJECT NO ff V STEDMAN & DYSON DATE..OF. EHGR. STRUCTURAL SAN DIEGO, CALIFORNIA PROJECT NO ft{&2. PROJECT LINES C.5&E.5 LENGTH 35.00 FT WIDTH 2.59 FT UNIF LORD .94 K/FT RPPLIED LORDS CONC LORD 26. 1 -49. 1 12.8 12.8 66.3 MOMENT 0.0e.e 0.8 8.6 0.0 LOCRT 2. 0 5.8 13.8 21 .8 29 .8 SOIL BERRING 3. SOIL CONTRCT 23. LOCflTION SHEflRS X(FT> V<KIPS> LEFT END 0.0 0.0 2.6 1.9 JOINT # 1 2.0 28.0 4.1 30.0 5.3 31.5 JOINT tt 2 5.8 -17.6 7.8 -15.7 9.3 -13.8 11.8 -12.0 13.8 -10.8 JOINT ft 3 13.8 2.0 15.8 1.6 17.8 -.3 19.8 -3.8 21.8 -8.7 JOINT ft 4 21 .8 4.1 23.3 -2.4 25.8 -10.3 27.8 -19.8 29.3 -30.8 JOINT tt 5 29.8 36.0 31.9 22.9 34.0 8.0 35.0 -.0. RIGHT END 52KSF 3FT MOMENTS MCK-FT> 0.0 -1 .9 -1 .9 -64.6 -113.4 -113.4 -80. 1 -59.6 -24.8 -2.2 -2.2 -6.0 -7.4 -3.5 8.7 8.7 6.7 19. 1 49.6 39.3 99.3 37.2 4.5 .2 GRflDE BEflM REINFORCEMENT i ' LINES C.5&E.5 BEflM EFF. DEPTH <IN> 25.56 CONCRETE STRENGTH 2600 PSI GRflDE 40 STIRRUPS GRflDE 60 MRIN REINF STIRRUPS MflIN X SHERR tt4 #5 REINF <FT> <KSI> <IN) (IN) <IN*2> LEFT END 0.0 2.0 JOINT 2.0 4. 1 5.3 JOINT 5.8 7.8 9.8 11 .8 13.8 JOINT 13.8 15.8 17.8 13. 8 21 .8 JOINT 21 .8 23.8 25.8 27 ft 29^8 JOINT 23.8 31.3 34.0 35.0 RIGHT 0.030 .004 # 1 .065 .869 .073 # 2 .041 .036 .932 .828 .025 ft 3 .005 .004 .801 .809 .020 tt 4 .009 .005 .024 .046 .071 # 5 .083 .053 .019 .000 END 0.8 0.0 19.7 10.7 10.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.6 0.0 0.0 0.0 0.0 0.0 10.7 10.7 10.7 10.7 0.0 0.0 0.0 0.0 12.8 12.8 12.8 0.0 0.0 9. 0 0.0 0.0 0.0 0.0 0 . 0 8.8 0.0 0.0 0.0 0.0 12.8 12.8 12.8 12.8 - 0.0 0.3 0.00 -.62 -.02 -.35 -1 .52 -1 .52 -1 .86 -.67 -.33 -.03 -.03 -.08 -. 10-.as . 12 . 12 .63 .25 .65 1 .32 1.32 .49 .06 .00 STEDMAN & PATF \.n—&?\ STRUCTURAL ENGINEERS EN6R__ _ SAN DIEGO, CALIFORNIA ppmrrr.n PROJECT r r STEDMAN & DYSON STRUCTURAL ENGINEERS SAN DIEGO, CALIFORNIA" SHEET ?& OF PROJECT NO PROJECT M :' „ J 1&II+M- + i-^- \o-tol ENGR. Q -STEDMAN & DYSON STRUCTURAL ENGINEERS SAN DIEGO, CALIFORNIA Q SHEET vi or A. PROJECT NO PROJECT $ GRADE COLS RT ENTRY LENGTH 23 HIOTH 2 UN IF LORD APPLIED LOADS CONC LORD 12.3 1 5 . 6 SOIL BEAR I LEFT .41 KSF LOCfiT ION X<FT> U< LEFT END U . 0 2 . 0 JOINT # 1 2-9 4 . 0 0 0 y . U 1 U . 0 1 2 . 0 .14.0 i6.0 18.0 20 . 6 22 . d 24 .0 26 . u JOINT 1* 2 26. "Q 23 . O RIGHT £HD HG SHE K I P W . 11 . 10. 9 '* ' t* 4.' 2 . — 1 —3 — 6 .-'=i 11 . 3 . ii; -•-. %m%^| GRADE BEAM REINFORCEMENT . &e FT . 0 y F T .45 KVFT MOMENT LOCATION 46 .6 2 . 6 0 . 1 ftRS 0 5 5 3 d ~> 9 *7» 4 l' -i 05 i 0 • y it1- . y RIGHT .Ul KSF MOMENTS r-KK-FT) 0 . 6 47 .4 25.4 1 ^ *'1 r _ '"v £ 1ii O . 1 -37 . 3 -44 . 9 -43.7 -4S.2 -43. 1 - ."3 ~, l -i? s 3 . 1 o. 1 fi • COLS AT ENTRY BERN EFF. DEPTH <IN> 15.90 CONCRETE STRENGTH 2000 PS I GRADE 40 STIRRUPS GRADE 60 MAIN RE INF STIRRUPS X SHEAR ^tt-4^ tt5^ LEFT END 0.0 0.060 0.0 0.9 2.0 .0©4 0.9 0.6 JOINT ft 12 ft . 056 7.5 i' . -' 4.0 6 .6& . a 10.0 12.0 14.0 . 16.0 18.6 20 . 0 22 .0 24 . 0 26 . 0 JOINT £ 6 . 0 ^S 0 RIGHT .051 946 .039 .032 .623 .014 .004 .007 .013 . 031 .044 .058 # 2 .015. 000 END 7 7 0 0.e 0 0 0 0 0 0 7 0 0 , ' * 5 5 0 . 0 .0 .0 .0 .0 .0 .0 .0 .5 .0 .0 7.5 7 .5 '0.0 0 . 0 0.0 0 . 6 0 . 0 0.0 0 . 0 0 . 0 0 0 7.5 0.0 0 . 6 - MAIN RE INF 6.00 .02 1 .09 .53 . 13 -.27 -. 60 -.86 -1 .03 -1 . 12 -1.11 -.99 -.76 -.41 .07 .07 . 06 DATE. ENSR. PROJECT .£> STEDMAN & DYSON STRUCTURAL ENGINEERS SAN DIEGO, CALIFORNIA SHEET *s £- OF PROJECT NO .p& \ x o. t- To I4T= ENGR.n? STEDMAN & DYSOf STRUCTURAL ENGINEERS SAN DIEGO, CALIFORNIA SHEET "V^ OF PROJECT NO PROJECT 4 T-UIVE STEDMAN & DYSOr RATE l/J~CS\ MEET *^\_ OF STRUCTURAL ENGINEERS -_ EMCH PP SAN DIEGO, CALIFORNIA PROJECT NO ^ PROJECT Ft- '• AzfeA .fcSc? Rep- H = -2J^^z41 - l^1""" — • L>^ &A^ ft a X^'-K?" W/4 '- "I - DATE. ENGR. PROJECT STEDMAN & DYSOK STRUCTURAL ENGINEERS SAN DIEGO, CALIFORNIA SHEET ^'V QF PROJECT 6? u 12 r\ DATE. ENGR. STEDMAN & DYSOP STRUCTURAL ENGINEERS SAN DIEGO, CALIFORNIA OF PROJECT NO PROJECT o= 10* 8 210 300 4tfto TA KfelQSSfl 316^00 6/,S 151 11(1 ho 1,50 I/V4 Zoo in& zis New Purlam is the cost-efficient answer for panelized roof construction. Purlam is wrapped, labeled, and delivered by SSI ready for action. This beam design table applies for straight, simply- supported PURLAM beams. Total load carrying capacity includes beam weight. Spacing, 8 feet on center. ROOF LOAD/SPAN TABLE ALLOWABLE STRESSES: Bending stress: Fb = 1600 psi (reduced by Size Factor CF) Shear stress: Fv = 95 psi For roof beams Fb and FV were increased 25% for short-term loading. Values are for preliminary design purposes only. D < 53» m8§ Q § UJ _lu. Q. to '. T- BAY SIZE 18 20 22 24 26 28 30 32 34 36 38 40 SPAN (feet) 17.56 19.56 21.56 23.56 25.56 27.56 29.56 31.56 33.56 35.56 37.56 39.56 ROOF BEAM — TOTAL LOAD CARRYING CAPACITY 22% PSF 3V4X13% 3V4X!5tt 3%X151* 3%x16% 31/4X17% 3V4X19V4 3SW19V4 3ttx20H 25 PSF 3V4X 9% 3V4X11 31/4X12% 3V4X12% 31/4X13% 3V4X15V8 3V4X16V2 3V4X17% 3V4X19V4 3V4X19V4 3V4X20% 3V4X22 27te PSF 3V4X 9% 3V4X11 3V4X12% 3V4X13% 3V4X15V8 3V4X16V2 3V4X17% 31/2X17% 3V4X19V4 31/4X20% 3V4X22 31/4X23% 30 PSF 3V4X11 3V4X12% 3V4X13% 3V4X13% 3V4X15V8 3V4X16^ 3V4X17% 3V4X19V4 3V4X20% 3V4X22 3V4X23% 32V2 PSF 3V4X11 31/4X12% 3V4X13% 3V4Xl5Vi» 3V4X16V2 3V4X17% 3V4X19V4 3V4X20% 3V4X22 3V4X22. 3V4X23% * 35 PSF 3V4X11 3V4X12% 3V4Xl3y4 3V4X151^ 3V4X16V2 3V4X17% 3V4X19V4 31/4X20% 3V4X22 3V4X23% 37V2 PSF 3V4X12% 3V4X13% 3V4X15^ 3V4X16M! 3V4X17% 3V4X19V4 3V4X20H 3V4X22 3V4X23% 40 PSF 3V4X12% 3V4X13% 3V4Xl51-% 3V4X16V2 31/4X17% 3V4X19V4 3V4X20H 3V4X22 3V4X23% o ^Member sizes are governed by uniform toaas In either bending or shear; and should be checked for applicable buHding le deflection nJCjUkements. Mfnimumroof-sfope of 1/4 inch per foot must be provided to minimize water ponding.f .';. >/'f .- ' SECTION PROPERTIES RADIUS WIDTH (inches) b 3V4 3V4 3V4 3V4 3V4 31/4 3V4 3V4 3V4 3V4 3V4 3V4 3V4 3V4 (JEPTH^ (inches) ' •:'***'+ 5Vt!^ 67\'-J> 8*W|& 9H 11 12% f 13% 151/) ^6V^ 17% -19V4 20^ 22 23% ^rr, - "SIZE J FACTOR , CF .1., 10 ^ . T» 28q»• 1.00 i ,1,00 • 1.00 1.00 .99 .98 .97 .96 .95 .94 .93 .93 AREA (inches2) A i7.ed I 22.34 26.81 31.26 35.75 40.22 44.69 49.16 53.63 58.09 62.56 67.03 71.50 75.97 SECTION MODULUS (Inches3) S 16.4 25.6 36.9 50.2 65.5 83.0 102.4 123.9 147.5 173.1 200.7 230.4 262.2 296.0 MOMENT OF INERTIA(inches4) I 45.1 88.0 152.1 241.5 360.5 513.3 709.1 937.1 1216.6 1546.8 1931.9 2376.2 2883.8 3459.1 BEAM WEIGHT (pounds/If) w 4.5 5.6 8.7 7.8 8.9 10.1 11.2 12.3 13.4 14.5 15.6 16.8 17.3. 19.0 2000 FT RADIUS SPAN . (feet) 18 20 22 24 26 28 30 32 34 36 38 40 CAMBER (inches) V4 5/16 % 7/16 V2 9/16 WlS % % 1 11/16 13/t6 Standard Structures Inc. Developing Better Ways to Build P.O. Box K. Santa Rosa, CA 95402 • 707/544/2982 In California, use this toll free number for fast service 800/862-4936 o DATE. ENGR. STEDMAN & DYSOlO STRUCTURAL ENGINEERS SAN DIEGO, CALIFORNIA SHEET..OF. PROJECT NO PROJECT 5EA.M /M U=25.y&* ^25/53*52^ filopf* O /<? f= fL* II •a 3010 t^J 8 ROOF BERM fll SPfiH DflTfl LEHGTH= 25.33 LOfiDS= CONCENTRflTED PCLBS> DL 3,340 LL 3,679 COHCENTRflTED P<LBS> DL 3,840 LL 3,978 COHCEHTRflTED P<LBS> DL 4,236 LL 3,469 FT X<FT> 6.67 6.67 X<FT> 14.6? 14.67 X<FT> 22.67 22.67 fisl" 25-*T REflCTIOHS <LBS> OL LL 2 LEFT 4,889 3,917 8,806 MOMENTS <FT-LBS> M DL 40,223 LL 32,276 2 72,594 m BERM 5 COMBER 1 .20 13 X UN> RIGHT 7,021 5,683 12,704 XCFT) 13.93 13.93 13.93 19.5 gift SHERR MOMENT DEFL DL LL 2 RLLQWflBLE STRESS RflTIO 13,741 76,935 A<IN) .86 .64 1.44 381 475 211 .92 .94 X<FT> 12.7 12.7 12.7 STEDMAN & DATE.v\ ENGR. STRUCTURAL ENGINEERS SAN DIEGO, CALIFORNIA SHEET PROJECT NO OF. PROJECT A 4 * <t. « 15x10o " 3 ^aH.1 >c> D it.- — 1 11,1 / K k \|% to.l > n.l % f |' CRNTILEVER GLB GLB fl2 LOflDING COMBINRTIONS CflSE I ODD CflSE III D2D CflSE II CflSE IV 222 2D2 SPflHS LEFT 9.33FT CENTER 44.00FT RIGHT 9.33FT CONCENTRATED LORDS CKIPS) # 1 2 3 4 5 6 ? 8 9 19 7.0 4.8 9.0 4.8 4.2 4.2 4.8 0.0 4.8 4.9 5.7 3.8 0.0 3.8 3.5 3.5 3.8 0.8 3.8 3.9 X<FT> 0.0 7.3 9.3 17.3 27.3 35.3 45.3 53.3 55.3 62.7 REflCTIONS <KIPS> LEFT 38.5 RIGHT 32.9 MfiX MOMENTS <K-FT) LEFT -136 MIDSPflN 144 SHEflR <KIPS> 21 .3 RIGHT -99 DEFLECTIONS <IN> ODD LIVE LxD LEFT .64 -@5 1.25 89 MIDSPflN ' .70 1-941.75 381 RIGHT -.15 1.16102 BEftM SIZE 5.125 X 28.5 <24F) DATE. EMGR STEDMAN & DYSOr- STRUCTURAL ENGINEERS SAN DIEGO, CALIFORNIA SHEET..OF. PROJECT NO PROJECT * 1(0 feF<S < 15• I ns X ROOF BEflM DflTR LEHGTH= LORDS- UNIFORM 31 .50 FT DL 60 LL 64 COHCENTRRTED P<LBS> DL 900 LL 968 CONCENTRflTED P<LBS> DL 900 LL 960 CONCENTRRTED P<LBS> DL 900 LL 960 7.75 7.75 XCFT> 15.75 15.75 X<FT> 23.75 23.75 RERCTIONS <LBS> LEFT DL 2,295 LL 2,448 2 4,743 MOMENTS <FT-LBS> M DL 21,504 2 44', 442 gg BEflM 5.13 X CfiMBER 1.61 CIN> RIGHT 2,295 2,448 4,743 X<FT> 15.75 15.75 15.75 16.5 SHEflR MOMENT DEFL DL LL 2 RLLOWflBLE 11,62-7 56,116 1 .08 1 . 15 2.22 STRESS RflTIO .39 .79:L^A> X<FT> 351 15.8 329 15.8 170 15.8 DATE. ENGR. PROJECT STRUCTURAL ENGINEERS SAN DIEGO, CALIFORNIA SHEET,.OF. PROJECT NO AM U AT- Pi* lU •* 3o3o. \6? I" 20V £. ROOF BEflM fl4 SPfiH DflTfl LENGTH* 23.09 FT COHCEHTRflTED P(LBS> DL 2,838 LL 3,038 COHCENTRRTED P<LBS> OL 2,839 LL 3,830 XCFT> 19.80 18.98 18.80 18.88 REflCTIONS <LBS) DL LL 2 LEFT 2,838 3,838 5,860 MOMENTS CFT-LBS) DL LL 2 M 28,388 38,380 58,600 RIGHT 2,836 3,838 5,868 XCFT) 11 .28 11.26 11 .28 m BEftM 5.13 X 18.0 CftMBER 1.33 SHERR MOMENT DEFL DL LL 2 flLLOWflBLE 12,684 66,148 A<IN> < .89 .95 1 .84 STRESS RftTIO .46 .89 > X<FT> 379 14.0 354 14.8 183 14.8 DATP. \O~ ENGR_ STEDMAN & DYSON STRUCTURAL ENGINEERS SAN DIEGO, CALIFORNIA SHEET..OF. PROJECT i.- ia.cn' 8 ROOF BERM & R5 SPRH DRTfl LENGTH^ 14.67 FT LORDS' CONCENTRRTED P<LBS> DL 2,520 3.90 LL 2,690 8.08 REfiCTIONS <LBS> DL LL 2 LEFT 1,146 1,223 2,369 MOMENTS <FT-LBS> M DL 9,872 LL 9,684 2 18,756 *g BERM 5 CRMBER . 16 13 X <IH> RIGHT 1,374 1,467 2,841 X<FT) 8.67 8.97 8.07 15.9 RLLOWRBLE STRESS RftTIO SHERR MOMENT DEFL DL LL 2 10,570 46,876 &<IN> .11 .12 .23 1614 1512 781 /s .27 .40 X<FT> 7,3 7.3 7.3 At* f r<-o 4 lu ROOF BEftM 06 SPRH DRTR LENGTH= LORDS = UNIFORM 41 .56 FT DL 120 LL 96 CONCENTRRTED PCLBS) DL 6 - LL 5 REflCTIOHS <LBS> X<FT> 9.50 9.56 OL LL 2 LEFT 2,494 1,996 4,490 MOMENTS (FT-LBS> M DL 25,861 LL 28,689 2 46,549 m BEflM 5. 13 X CflMBER 2.11 <IH> RIGHT 2,491 1,993 4,484 XCFT) 20.75 20.75 29.75 19.5 SHERR MOMENT DEFL DL LL 2 RLLOWRBLE STRESS RflTIO '13,741 .36 76,935 .61 A<IN> <L/A> X<FT> 1.41' 354 20.8 1.13 443 20,8 2.53 197 20.8 STEDMAN & STRUCTURAL ENGINEERS SAN DIEGO, CALIFORNIA SHEET.IfcS—OF PROJECT NO PROJECT I f . I N4. m 5 . CO 10 ROOF BERM SPAN DATA LEHGTH= 17.17 FT LOADS' UNIFORM W<LBS/FT> DL 120 LL 36 CONCENTRRTED PCLBS> X<F' DL 4,608 14.50 LL 3,670 14.59 REACTIONS CLBS) LEFT DL 1,746 LL 1,395 2 3,140 MOMENTS CFT-LBS> M DL 12,656 LL 10,103 2 22,759 $g BEAM 5 CftMBER -36 13 X <IN) RIGHT 4,915 3,923 8,836 X<FT> 13.74 13.74 13.74 15.6 flLLQWRBLE STRESS RRTIO SHEflR MOMENT DEFL DL LL 2 10,570 46,870 iCIN) .24 865 .13 1033 .43 481 .83 .49 X<FT) 9.4 9.4 9 .4 DATE. ENGR. STEDMAN & DYSOK STRUCTURAL ENGINEERS SAN DIEGO, CALIFORNIA SHEET.-OF. PROJECT NO PROJECT L 43-* I'?,< r r r r r i :r-^ <5" fl- 1 1 COHCENTRflTEO LORDS (KIPS) CflNTILEVER GLB GLB flS LOfiDIHG COMBINflTIONS CflSE I ODD CflSE III DSD CflSE II CRSE IV 222 ZD2 SPRHS #1 2 3 4 5 6 7 3 9 10 11 12 P<D 4. 3. 0. 3. 3. 3. 3. 3. 3. 0. 3. 4. > 9 8 0 8 8 8 8 8 3 0 8 9 P<l 3 3 0 3 3 3 3 3 3 0 3 3 L) .9 . 1 .0. 1. 1. 1. 1. 1. i .0 .1 .9 LEFT 3.33FT CENTER 44.09FT RIGHT 9.33FT X(FT> 0.0 5 3 9.3 13.3 21 .3 29.3 37.3 45.3 53.0 53.3 61 .3 62.7 REflCTIONS <KIPS> SHERR <KIPS> LEFT 34.0 RIGHT 38.8 MflX MOMENTS <K-FT> LEFT -110 MIDSPRN 144 DEFLECTIONS <IH> LEFT ODD -.95 CflMB -.08 LIVE .76 L/0 148 MIDSPRN .42 .64 1 16 455 23.2 RIGHT -137 RIGHT .06 .09 .84 134 BEflM SIZE 5.125 X 33.0 <24F) '" EMSR PP STEDMAN & DYSOK STRUCTURAL ENGINEERS SAN DIEGO, CALIFORNIA ^ PRnicrryn PROJECT TILT-UP kUU- WAUU UA-L OH 4 H- DATE. ENGR. STEDMAN & STRUCTURAL ENGINEERS SAN DIEGO, CALIFORNIA PROJECT 0& y + SHEET -^7 OF PROJECT NO DATE. ENGR. STEDMAN & DYSOlP STRUCTURAL ENGINEERS SAN DIEGO, CALIFORNIA SHEET -T \ OF PROJECT NO PROJECT X1 r, p, - DATE, 1TEDMAN & DYSON STRUCTURAL ENGINEERS "«"-"-~~ ~\L1FORNIA SHEET..OF. PROJECT NO GRRDE BEflM 8 LINE ft LENGTH WIDTH UMIF LOAD 56.68 FT 2.59 FT .94 K/FT ftPPLIED LORDS CONC LORD -21 . 1 19.0 19.0 19.0 63.8 MOMENT 0.0 0.0 0.0 0.0 0.0 LOCRTION 10.0 19.9 29.8 39.8 4*3.8 SOIL BERRING 2.59KSF SOIL CONTfiCT 47. 1FT LOCRTION XCFT> LEFT END 0.0 2.0 4.0 6.0 8.0 10.0 JOINT * 10.0 12. 1 14.2 16 . 3 18.3 19.9 JOINT # 19.9 22.0 24.1 26.2 28.2 29.8 JOINT tt 29.3 31 .8 33.8 35.8 37.8 39.8 JOINT tt 39.8 41 .8 43.8 45.8 47.8 49.8 JOINT # 49.8 51 9 SHEftRS VCKIPS) 0.0 1 .9 3.8 5.6 7.5 9.3 1 -11 .8 -10.4 -9.7 -9.5 -10.0 -10.7 2 8.3 6.8 4.8 2. 1 -1 .2 -4.0 3 15.0 10.3 6. 1;s -4.9 -11 .2 4 7.8 . 9 -6 '.5 -14.5 -23.1 -32.1 5 31 .7 21 7 MOMENTS M<K-FT> 0.0 -1 .9 -7.5 -16.9 -39. 1 -47.6 -47.0 -23.9 -3.1 16.8 37.0 53.1 53. 1 37.2 25.8 17.8 16.8 20.3 20.3 -5.6 -22. 1 -29.2 -25.3 -9.3 -9.3 -18. 1 -12.5 8.5 46.0 101 .1 101. 1 45 .9 GRfiDE BEftM REINFORCEMENT LINE fi BERM EFF. DEPTH <IN) 26.00 CONCRETE STRENGTH 2000 PSI GRfiDE GRfiDE 40 STIRRUPS 60 MfilN REINF STIRRUPS X CFT> LEFT 0.0 2.0 4.0 6.0 3.0 10.0 JOINT 10.0 12. 1 14.2 16.3 18.3 19.9 JOINT 19.9 22.0 24.1 26.2 28,2 29.8 JOINT 29.8 31 .8 33.8 35.8 37.8 39.8 JOINT 39.8 41 ,8 43.8 45,8 47.8 49.8 JOINT 49.8 51 .9 53.9 56.9 RIGHT SHERR CKSI > END 0.000 .004 .009 .013 .017 .021 # 1 .027 .624 .022 .022 .923 .024 # 2 .819 .015 .011 .005 .003 .009 # 3 .034 .024 .014 .002 .011 .025 # 4 .018 .002 .015 .033 .052 .073 # 5 .072 .049 .025 .000 END . #4 < IN) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10.7 10.7 10.7 19.7 0.0 0.0 #5 CIN) 0.0 0.0 0.0 0.3 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pi 0 0.0 0.9 0.0 0.0 0.0 13.0 13.6 13.0 13.0 0.0 0.0 MfilN REINF < INA2> 0.00 -.02 -. 10 -.22 -.39 -.61 -.61 -.31 -.84 .22 .43 .69 .69 .43 .33 .23 .22 .27 .27 -.07 -.29 -.38 -.33 -. 12 -.12 -.24 -. 16 . 11 .68 1 .32 1.32 .68 . 15 .08 STEDMAN & ENGR STRUCTURAL ENGINEERS SAN DIEGO, CALIFORNIA PROJECT V- -f^.frf '-bo. SHEET..OF. PROJECT NO PROJECT STEDMAN & DYSOP STRUCTURAL ENGINEERS SAN DIEGO, CALIFORNIA SHEET..OF. PROJECT NO ID TO. FT- J4f- I 0 - T 12,1 DATE. ENGR. STEDMAN & DYSON STRUCTURAL ENGINEERS SAN DIEGO, CALIFORNIA PROJECT NO PROJECT A 3! GRRDE BERM BLDG fl LINE H NR.6 LENGTH 50.09 FT WIDTH 2.59 FT UNIF LORD .94 K/FT RPPLIED LORDS CONC LORD MOMENT LOCRTION -10.8 0 12.2 0 1£.2 0 21 .0 0 51.5 0 SOIL BERRING 2. SOIL CONTRCT 45. LOCRTION SHERRS X<FT> V<KIPS> LEFT END 8.0 0-0 2.8 1-9 4.0 3.8 6.0 5.4 8.0 6.5 18.8 7.2 JOINT # 1 10.8 -2.8 12.1 -2-7 14.2 -3.2 16.4 -4.2 JOINT # 2 16.4 8.9 18.5 6.4 20.6 4.2 22.7 1.3 JOINT *-3 22.7 13.7 24.8 19-4 27.0 6-5 29.1 2-0 JOINT * 4 29.1 23.0 31.1 18.2 33.1 13.0 35.1 ?-2 37.1 .9 39.2 -5.9 41.2 -13.2 43.2 -21.1 45.2 -29.4 47.2 -38.3 ' 48.2 -42.9 JOINT # 5 48.2 8.6 .0 18. .0 16. .0 22. .8 29. .0 48. 33KSF 9FT MOMENTS M<K-FT> 8.0 -1.9 -7.5 -16 8 -28.8 -42.6 -42.6 -36.8 -38.6 -22.8 -22.8 -38.1 -49.4 -55.5 -55.5 -81.3 -99.4 -188.5 -108.5 -150.0 -181 .5 -281 .8 -218.8 -285.0 -185.9 -151 .4 -108.8 -32.8 8.8 S.0 8 4 7 1 2 GRRDE BERM REINFORCEMENT BLDG ft LINE H NR ; 6 BERM EFF. DEPTH <IN> 25.58 CONCRETE STRENGTH 2800 PSI GRflDE 40 STIRRUPS GRRDE 60 MRIN REINF STIRRUPS X SHERR #4 #5 CFT) CKSI) <IN> <IN) i LEFT END 0.0 0.008 0.8 8.0 2.0 .004 8.0 0.0 4.0 .009 8.0 8.0 6.8 .012 0.0 8-0 8.8 .815 0.8 8.8 10.0 .817 8.8 8.8 JOINT ft 1 16.8 .807 0.8 0.8 12.1 .086 8.0 0.8 14.2 .307 8.0 8.8 16.4 .018 0.8 8.0 JOINT ft 2 16.4 .018 0.0 8.0 18.5 .015 8.8 8.8 20.6 .810 0.8 0-8 22.7 .603 0.0 0.8 JOINT ft 3 22.7 .832 8.8 8.8 24.8 .024 8.8 0.8 27.0 .815 8.8 0.0 29. 1 .005 0.0 0.8 JOINT ft 4 29.1 .053 10.7 12.8 31 . 1 .042 0.0 0.0 33. 1 .830 0.9 0.8 35.1 .017 8.8 0.0 37. 1 .002 8.0 8.0 39.2 .814 0.0 0.3 41.2 .831 0.0 0.043.2 .849 10.7 12.8 45.2 .868 10.7 12.8 47.2 .088 10.7 12.8 48.2 .899 10.7 12.8 JOINT ft 5 48.2 .020 0.0 8.0 59.0. .888 8.8 8.0 RIGHT END MRIN REINF ' INA2) 8.88 -.02 -.10 -.22 -.33 -.57 -.57 -.49 -.41 -.39 -.39 -.51 -.66 -.74 -.74 -1 .06 -1.33 -1 .45 -1 .45 -2.82 -2.46 -2.75 -2.87 -2.80 -2,33 -2.04 -1.34 -.44 . 11 . 11 .00 ENSR. ^>TEDMAN & DYSON STRUCTURAL ENGINEERS SAN DIEGO, CALIFORNIA SHEET..OF. PROJECT NO PROJECT gxxxKXxxxxxxxx gj GRflDE BEflM 8 &$&&$$$& BLDG fl LINE H LENGTH 40 WIDTH 2 UNIF LORD flPPLIED LORDS CONC LORD -10.0 12.2 12.2 21 .0 51.5 mmm, NR. 1 .00 FT .50 FT .34 KXFT MOMENT 0 " 0 0 0 0 SOIL BEFIRING 2. SOIL CONTflCT 39. LOCRTION SHEflRS X<FT> y<KIPS> LEFT END 0.0 JOINT * 0 .0 2. 1 4.2 6,4 JOINT ft 6.4 8.5 10.6 12.7 JOINT # 12.7 14.8 17.0 19.1 JOINT ft 19. 1 21 . 1 23. i 25. 1 27. 1 29.2 31 .2 33.2 35.2 37.2 38.2 JOINT ft 38.2 40.8 -10. 1 -10. -8. -7 ~*o 2 0 0 2 0 5 5 7 5.4 4 "4 2.7 3 14 12 9 5 4 26 21 16 11 4 w O -10 -18 -27 -37 -42 5 9- 9 4 . 2 \2 .2 .8 .8 .0 .7 .3 .0 .3 .3 .0 .0 .5 .9 .0 . 0 . 0 .0 . 0 LOCftTION 0 rt. 0 6 . 4 1 f*t "^2 . 7 1 <~* 49 . 1 ^9 r\ ^""«38 . £ 54KSF 2FT MOMENTS MCK-FT> *•*.3 W f.0 tt A f\ ^V19 . d. ^ e* j35 49 J I*"B49 ^v * *37 27 19 19 -9 -32 -48 -48 -96 -135 -163 -179 -181 -169 -141 -95 -30 9 9 i 6 .6. . 1 .5 . 3 .4 .3 .8 .5 . 1 .3 .7 .0 .0 .4 GRflDE BEflM REINFORCEMENT BLDG ft LINE H NR . 1 BEflM EFF. DEPTH <IN> 25 CONCRETE STRENGTH 2009 GRflDE 48 STIRRUPS GRflDE 60 MflIN REINF STIRRUPS X SHEftR #4 #5 CFT> <KSI) CIN> CIN LEFT END 0.9 .023 0.0 0. JOINT tt 1 9.0 .023 0.6 0. 2.1 4.2 6.4 JOINT 6.4 8.5 10.6 12.7 JOINT 12.7 14.8 17.8 19.1 JOINT 19.121 . i 23. 1 25. 1 £7. 1 29.2 31.2 33.2 35.2 37.2 38.2 JOINT 38.2 40.0 RIGHT .019 .016 .015 # 2 .013 .012 .010 .006 # 3 .034 .029 .821 .012 # 4 .060 .050 .039 .025 .011 .805 .023 .042 .963 .885 .997 # 5 .022 .060 END 0. 0. 0. 9. 0. 0. 0. 0. 0. 0. 0. 10. 10. 0. 0. 0. 0. 0. 0. 10. 10. 10. 0. 0. • 0 0 3 0 0 0 0 0 0 3 0 7 7 0 0 0 0 0 0 7 7 7 0 0 0. 0. 0. 0. 0. 0. 0 . 0. 0. 0. 0. 12. 12. 0. 0. 0. 0. 0. 0. 12. 12. 12. 0. 0. .58 PSI MflIN REINF > <IN*2> 0 0.00 0 © .80 0 0 0 @ 0 0 0 0 0 @ 0 8 8 0 9 0 0 0 9 8 8 8 0 @ .25 .47 .66 .66 .5© .36 .26 .26 -. 13 -.43 -.64 -.64 -1 .29 -1 .82 -2.21 -2.43 -2.47 -2.29 -1 .39 -1 .27 -.41 .12 . 12 .@@ RIGHT END BtTF EMSR STEDMAN & STRUCTURAL ENGINEERS SAN DIEGO, CALIFORNIA .OF. PROJECT NO PROJECT A ROBERT PRATER ASSOCIATES Consulting Soil, Foundation A Geological Engineers Robert K. Prater, CE. 1942-1980 September 14, 1982 218-8B, 4766 Nielsen Construction Company 3127 Jefferson Street P. 0. Box 80367 San Diego, California 92138 Attention: Mr. Pat Stark Re: Footing Inspection Services Lot 6 - Buildings A £ B Palomar Airport Business Park - Unit 1 Carlsbad, California Gentlemen: tn accordance with the request of Mr. Dave Oostra of Nielsen Construction Company our representatives have inspected the materials exposed in the column and perimeter footing excavations for the subject buildings on April 27 and 28, 1982. Soil and foundation engineering recommendations for Lot 6 were presented in our report dated April 11, 1979. The results of a geotechnical investiga- tion of the site and previous earthwork observation and testing services were presented in reports dated February 26 and October 11, 1974, respectively. In addition, earthwork observation and testing services reports dated April 23 and July 19, 1982 were issued for the site. The materials exposed in the footing excavations consisted essentially of hard undisturbed formational materials as anticipated in our soil and foundation engineering recommendations report. Accordingly, it is our opinion that the materials exposed in the footing excavations are suitable for the support of footings designed in accordance with the recommendations presented in the soil and foundation engineering report. Footings which will not be subjected to structural building loads may be supported on compacted fill soil. These footings should be designed in accordance with our April 11, 1979, report, except that an allowable bearing pressure of 3,500 pounds per square foot for combined dead and live loads should be used. "O 10505 Roselle Street, San Diego, California 92121 • (714) 453-5605 1-7 September 14, 1982 218-8B, 4766 Page 2 Our services consist of professional opinions and recommendations made in accordance with generally accepted geotechnical engineering principles and practices. This warranty is in lieu of all other warranties either express or implied. If you have any questions, please call. Very truly yours, ROBERT PRATER ASSOCIATES Cto&lie H. Pennington, Jr., RCE No. 32,054 J LHP:ls Copies: Addressee (2) Home Federal Savings & Loan, Attn; Construction Disbursements/Gay (2) Palomar Six Partners, Attn: Mr. Walt Hensey (2) / ROBERT PRATER ASSOCIATES «<*«* *• *°'^ CE Consulting Soil, Foundation & Geological Engineers Wm. David Hespeler, C.E. July 19, 1982 218-8B, 4671 Nielsen Construction Company P. O. Box 80367 San Diego, California 92138 Attention: Mr. Pat Stark, Project Manager Re: Earthwork Observation and Testing Services Lot 6 Palomar Airport Business Park - Unit 1 Carlsbad, California Gentlemen: In accordance with your request we have provided earthwork observation and testing services in connection with the subject project. Soil and foundation engineering recommendations for Lot 6 were presented in our report dated April 11, 1979. The results of a geotechnical investigation of the site and previous earthwork observation and testing services were presented in reports dated February 26 and October 11, 1974. In addition, an earlier earthwork observa- tion and testing services report dated April 23, 1982 was issued for the finish grading operations performed in connection with the building and non-building areas. During the period of April 8 through July 1, 1982, our representatives were present at the site to observe the earthwork operations and to provide field density testing services as required in connection with the grading operations for the project. The results of the field density and laboratory compaction tests are presented in the attached Tables A and B, respectively. The approxi- mate locations of the field density tests are shown on the attached Site Plan, Figure 1. Based on our observations and the attached test results, it is our opinion that the following items were satisfactorily completed in accordance with the recom- mendations of our soil and foundation engineering report: 1) The finish grading operations as referenced by Test Nos. 1-16. 2) Sewer line trench backfills as referenced by Test Nos. 17-32. 3) Waterline trench backfills as referenced by test Nos. 33-39. 4) Electrical line trench backfills as referenced by Test Nos. 40-42. 10505 Roseile Street. Son Diego, California 92121 • (714) 453-5605 July 19, 1982 218-8B, 4674 Page 2 5). Storm drain trench backfills as referenced by Test Nos. 43-53. The storm drain boxes were backfilled prior to us being notified and therefore testing was not performed. It is our understanding that the project superintendent was present at the site and oversaw the box backfills. However, we have no direct knowledge of this. 6) The preparation and compaction of the pavement subgrade soils as referenced by Test Nos. 54-77. 7) The placement and compaction of the pavement base rock layer as referenced by Test Nos. 78-96. Our services consist of professional opinions and recommendations made in accordance with generally accepted geotechnical engineering principles and practices. This warranty is in lieu of all other warranties either express or implied. If you have any questions, please call. Very truly yours, ROBERT PRATER ASSOCIATES Joohn A. LaBar, RCE No. 22,385 JLB:ls Attachments Copies: Addressee (3) Palomar Six Partners, Attn: Mr. Walter Hensey (2) CONCRETE CURB t CUTTER PER C-lIlk TO IT.C.I i '65.. . : CONCRETE CURB I ORA 4 IRIU 113.20) SEE LANDSCAPE PL> AND ADDITIONAL N (RIM 2S3.10) -*-_!!• P.V.C. 0 1.01 LEGEND 1 • Indicates approximate location of field density test. Approximate Scale ( I 0 25 50 Base: A grading plan by Thomas & Sowards Engr., Inc., Sheet 2 of 2, dated March 3 RAIN PER STD. CS-7 W/B-IO" DIP IN CUTTER •OR CONC. WALK CONFIGURATION \RO DRAINS 2t)a 100 982. ROBERT PRATER ASSOCIATES Contullifg Soil. 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B Ol 2 CO o UJ re 0)L. ^Ol .Sj£ura Q. Oleo oPO to •- PO PO r-. eoen en in fs in h*PO PO to to O O CO CO < < o> 01 2 2co m **- <•-0 0 UJ UJ ra ra 0) 0>i. i. < < 0) 0) •*•• «tfp*k. L. CM Psl 00 00 O O PO PO to to fS PO PO PO to inen en en r- * *NPO PO to to 0 Cm co < < t ^ 01 01 2 2 CO CO o o UJ UJ ra ra V VL. L. < < Ol Ol£ c S 2L. i.ra ra D. Cu fN 0100 CO O 0PO PO to to sr in PO inen O POPO to O CO < •Ol ca **-o UJ ra0)u < 0)> Q (M CO O PO to to 8 • CO Q rt) O >L- JZ 0) o -O Cu. 218-8B TABLE B LABORATORY COMPACTION TEST RESULTS (ASTM D1557-78) Compaction Maximum Optimum Test Description Source of Dry Density Water Content (Curve) No. of Material Material (pcf) (%) 1 SILTY SAND (SM), On-site 115.1 15.5 yellowish tan 2 SANDY SILT (ML), Import 113.5 14.0 tan 3 WELL GRADED GRAVEL Import 140.1 6.9 (CW), gray ROBERT PRATER ASSOCIATES ***»<**• *««• c.e. mum Consulting Soil, Foundation & Geological Engineers Wm. David Hespeler. C.E. February 12, 1981 218-8A, 3793 Peter A. Lendrum Associates 1660 North Hotel Circle Drive, Suite 430 San Diego, California 92108 RECEIVED Attention: Mr. Royce Duncan NOV 1T; 1981 Re: Lot 6 Palomar Airport Business Park CITY OF CARLSBAD Carlsbad, California Bui|ding Department Gentlemen: In our soil and foundation engineering report for the subject lot dated April 11, 1979, we recommendea^hat concrete slabs-on-grade be reinforced with wire mesh for control of shrinkage cracks'. There is, however, no soil or foundation engineering condition which requires the reinforcement of the slabs with wire mesh. Slab reinforcement should be provided, if necessary, in accordance with the anticipated use of and toads on the slab. This determination should be made by the architect and/or structural/civil engineer. Our services consist of professional opinions and recommendations made in accordance with generally accepted soil and foundation engineering principles and practices. This warranty is in lieu of ail other warranties either express or implied. If you have any questions, please call. Very truly yours, ROBERT PRATER ASSOCIATES RECEIVED Wm. D. Hespeler, RCE No. 26,222 NOV 1 2 1981 WDH:cn CITY OF CARLSBAD- Copies: Addressee (3) M\d\\\% Department 10505 Rosette Street, San Diego, California 92)2! - [714] 453-5605 ROBERT PRATER ASSOCIATES Consulting Soil, foundation & Geological Engineers April 11, 1979 218-8A, 2678 A. Lewis Dominy, Architect 1049 Camino Del Mar, Suite 7 Del Mar, California 92014 Attention: Mr. Bill Wolpert Re: Soil and Foundation Engineering Recommendations Office/Warehouse Complex Lot 6 - Palomar Airport Business Park Carlsbad, California Gentlemen: in accordance with your request we have conducted a supplemental reconnaissance of the site and developed design recommendations for the construction of the proposed office/warehouse buildings. The conclusions and recommendations contained herein are based largely on our observations during the mass grading operations at the site in 1974. The results of our earthwork observation and testing services were summarized in a letter report dated October 11, 1974 by Lowney/Kaldveer Associates, our prede- cessor firm. The results of an earlier detailed geotechnical investigation of the site prior to the start of construction were presented in a report dated February 26, 1974. It is our understanding that the proposed buildings will be two-story, concrete tilt-up and/or masonry block structures with slab-on-grade floors. Only minor cuts and fills are presently anticipated to attain the desired finish building pad elevations. Paved parking and driveways will be provided in the areas surrounding the buildings. SITE CONDITIONS The site of the proposed buildings is located in the Palomar Airport Business Park on the north side of Camino Vida Roble approximately 700 feet west of the intersection with El Camino Real. The lot is almost entirely in cut and was rough graded to the approximate existing ground surface elevations during the months of May and June 1974. Although the soils exposed at the subgrade surface consist predominantly of fine grained sands that possess a low potential for expansion, there are some potentially expansive clayey formational soils exposed on the northeast corner of the lot. In oddi- -vi I 11, 1979 -8A, 2678 Poge 2 tion, some very hard concretions (well cemented formational sands) are exposed in the north central portion of the lot. Surface vegetation consists of a sparse growth of low grass and weeds. CONCLUSIONS AND RECOMMENDATIONS From a soil and foundation engineering standpoint, it is our opinion that the site is suitable for the proposed construction provided the conclusions and recommendations presented in this report are incorporated into the design and construction of the project A. Site Preparation The site should be stripped and cleared of surface vegetation end any miscellaneous trash and debris that may cover the ground surface at the time of construction. These materials should be disposed of off-site. B. Site Earthwork The exposed soils in all areas to receive structural fill, pavements or building im- provements should be scarified to a minimum depth of 6 inches, moisture conditioned and compacted to a minimum degree of compaction of 90 percent based upon ASTM Test Designation D1557-70. Areas where dense undisturbed formational materials are exposed need not be scarified. The need for scarification should be determined in the field by the soil engineer's representative during the grading operations. All fill material should also be compacted to a minimum degree of compaction of 90 per- cent. The upper 6 inches of subgrade soil in pavement areas should, however, be compacted to a minimum degree of compaction of 95 percent. Fill material should be spread and compacted in lifts not exceeding 8 inches in uncompacted thickness. Any potentially expansive clayey soils (such as those exposed at the surface on the northeast corner of the lot) encountered at the finish subgrade surface in building or pavement areas should be over-excavated and replaced with compacted non-expansive fill material. The area I extent and depth of expansive soils to be removed should be determined in the field by the soil engineer's representative based on an inspection of the soils exposed at the finished subgrade surface during the grading operations. All existing on-site soils are, in general, suitable for reuse as fill. Any required im- ported fill material should be a non-expansive granular soil with a plasticity index of 12 or less. In addition, both imported and existing on-site materials for use as fill should not contain rocks or lumps over 8 inches in greatest dimension with no more than 15 percent larger than 2.5 inches. Any expansive clayey soils that might be en- countered in the required excavations at the site should only be reused as fill below a depth of 18 inches below the finish subgrade elevations. April 11, 1979 218-8A, 2678 Page 3 Any required excavations for foundations and/or buried utilities extending into well cemented formational materials (such as those presently exposed in the north central portion of the lot) may be difficult to accomplish using ordinary light back- hoe equipment. Contractors should not, however, be relieved of making their own independent evaluation of the excavatability of the on-site materials prior to sub- mitting their bids. Pipeline trenches should be backfilled with compacted structural fill. Backfill mate- rial should be placed in lift thicknesses appropriate to the type of compaction equip- ment utilized, and compacted by mechanical means to a minimum degree of compactio of 85 percent. In all building and pavement areas, the upper 3 feet of trench backfill should be compacted to a minimum degree of compaction of 90 percent. In pavement areas, that portion of the trench backfill within the pavement section should conform to the material and compaction requirements of the adjacent pavement section. Variations in soil conditions are possible and may be encountered during construction. In order to permit correlation between the preliminary soil data and the actual soil conditions encountered during construction, and so as to assure confer man ce with the plans and specifications as originally contemplated, it is essential that the soil enginee be retained to perform on-site review during the course of construction. C. Foundations We recommend that the proposed buildings be supported on conventional, individual spread ana/or continuous footings bearing in undisturbed formational materials. Foot- ings should be founded at least 18 inches below the lowest adjacent finished grade. Footings located adjacent to the tops of slopes should be extended sufficiently deep so as to provide at least 5 feet of horizontal cover between the footing and the slope face at the footing bearing level. At the recommended depth, footings may be designe< for allowable bearing pressures of 5,000 pounds per square foot (psf) for combined dead and live loads, and 6,500 psf for all loads, including wind or seismic. The footings should, however, hove a minimum width of 12 inches. Where potentially expansive clayey materials are present within 2 feet of the finish subgrode surface, the footings should be founded at least 24 inches below the lowest adjacent finished grade. The need for deepening any footings should be determined by the soil engineer's representative based on an examination of the materials exposed in the footing excavations. All continuous footings should be reinforced with top and bottom reinforcement to provic structural continuity and to permit spanning of local irregularities. Post construction differential settlements of the proposed buildings are expected to be negligible. To assure that footings are founded in material of sufficient load bearing capacity, it is essential that the soil engineer inspect the footing excavations prior to placing rein- forcing steel or concrete. April 11, 1979 ~ 218-8A, 2678 Page 4 D. Slabs-On-Grade Building floor slabs may be supported directly on the existing on-site soils prepared as recommended previously under "Site Earthwork." Slab reinforcing should be pro- vided in accordance with the anticipated use of and loads on the slabs. As a minimum, however, we recommend that the slabs be reinforced with 6x6-10/10 wire mesh for control of shrinkage cracks. In areas where moisture-sensitive floor coverings are to be utilized and in other areas where floor dampness would be undesirable, we recommend that consideration be given to providing an impermeable membrane beneath the slabs. The membrane should be covered with 2 inches of sand to protect it during construction. The sand should be lightly moistened just prior to placing the concrete. Poorly graded imported sands and/or gravels (such as pea gravel) should not be used in areas where slabs will be subjected to concentrated heavy loads such as would be im- posed by loaded fork lifts. E. Lateral Loads Lateral load resistance for building foundations may be developed in friction between the base of the foundations and the supporting subgrade. An allowable friction coefficient of 0.35 is recommended for use in design. An additional allowable uniform passive resistance of 2,000 psf acting against the foundations may be used in design provided the footings are poured neat against the adjacent undisturbed formational materials. F. Pavements Based on our recent inspection of the site along with our past experience in providing R-value test results for similar soils within the business park, we have developed the following recommended pavement sections using Procedure 301-F of the State of Cali- fornia Department, Department of Transportation. The recommended pavement sections contained in Table 1 should provide a pavement life of 20 years with a normal amount of flexible pavement maintenance. The pavement sections presented below assume that a minimum of 12 inches of non-expansive sandy soil will be provided at the finished subgrade level in pavement areas. TABLE 1 -RECOMMENDED PAVEMENT SECTIONS Pavement Components Asphalt Aggregate Base Concrete Class 2 Total Thickness Location (Inches) (Inches) (Inches) Automobile Parking Areas 2.0 5.0 7.0 Traffic Channels and areas subject 3.0 7.0 10.0 to occasional heavy trucks April 11, 1979 218-8A, 2678 Page 5 Asphalt concrete. Class 2 aggregate base, and preparation of the base rock layer and subgrade should conform to and be placed in accordance with the requirements of the State of California, Department of Transportation, Standard Specifications, January 1978 edition, except that the test method for compaction should be deter- mined by ASTM D1557-70. Preparation of the subgrade and placement of the base material should be performed under the observation of the soil engineer's representa- tive. If decomposed granite is used in lieu of Class 2 Aggregate Base, the asphalt concrete thicknesses recommended in the preceding table should be increased by 1/2 inch. De- composed granite for use as base material should have a minimum R-value of 73 and a minimum sand equivalent of 30. Our services consist of professional opinions and recommendations made in accordance with generally accepted soil and foundation engineering principles and practices. This warranty is in lieu of all other warranties either express or Implied. If you have any questions, please call. Very truly yours, ROBERT PRATER ASSOCIATES Robert Prater, C.E. RP:jsr Copies: Addressee (3) Kariotis, Kesler and Allys, Attention: Mr. John Allys (1) ROBERT PRATER ASSOCIATES Robert K. Pro*. CE Consulting Soil, Foundation & Geological Engineers VVm. David HespeJer, C.E. September 24, 1981 218-8A, 4242 Palomar Six Partners 10855 Sorrento Valley Road, Suite 201 San Diego, California 92121 Attention: Mr. Walt Hensey Re: Lot 6 Palomar Airport Business Park Carlsbad, California Gentlemen: In accordance with your request we have developed supplemental pavement design recom- mendations for an estimated 10 year life for the subject site. We previously provided soil and foundation engineering recommendations for the site in our report dated April 11, 1979, Based on our recent inspection of the site along with our past experience in providing R-value test results for similar soils within the business park, we have developed the following recom- mended pavement sections using Procedure 301-F of the State of California, Department of Transportation. The recommended pavement sections contained in the following table should provide a pavement life of 10 years with a normal amount of flexible pavement maintenance. RECOMMENDED PAVEMENT SECTIONS Pavement Components Asphalt Aggregate Base Concrete Class 2 Total Thickness Location (Inches) (Inches) (Inches) Automobile Parking Areas and Minor 2 4-1/2 6-1/2 Traffic Channels Major Traffic Channels and Areas 36 9 Subject to Occasional Heavy Trucks 10505 Rosette Street, Son Diego, California 9212] -(714) 453-5605 September 24, 1981 218-8A, 4242 Page 2 Asphalt concrete. Class 2 aggregate base, and preparation of the base rock layer and subgrade should conform to and be placed in accordance with the requirements of the State of California, Department of Transportation, Standard Specifications, January 1978 edition, except that the test method for compaction should be determined by ASTM D 1557-78. Preparation of the subgrade and placement of the base material should be performed under the observation of the soil engineer's representative. If decomposed granite is used in lieu of Class 2 aggregate base, the asphalt concrete thicknesses recommended in the preceding table should be increased by 1/2 inch. Decom- posed granite for use as base material should have a minimum R-value of 73 and a minimum sand equivalent of 30. Our services consist of professional opinions and recommendations made in accordance with generally accepted soil and foundation engineering principles and. practices. This warranty is in lieu of all other warranties either express or implied. If you have any questions, please call. Very truly yours, ROBERT PRATER ASSOCIATES Wm. D. Hespeler, RCE No. 26,222 WDH:jh Copies: Addressee (3)