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Home My WebLink About1915 ASTON AVE; ; CB890702; PermitDECLARATIONS OWNEWBUILDER I LENDER WORKER'S COMPENSATION 11 I r- Whlle ~ Inspeclor Green ~ (I) Finance Yellow ~ Assessor Pink ~ Applicant Gold ~ Temporary File T 4- I I DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS DRIVE CARLSBAD, CA 92009-4859 (619) 438-1 161 MISCELLANEOUS FEE RECEIPT Applicant Please Print And Fill In Shaded Area Only CITY ZIP TEL. 727 -9?6 CONTRACTOR Fw w CITY &fi,+Q zip ?z~JTEL. 727 9~6 SUBDIVISION &'7- *+ LOT@) 53 CONTRACTOR'S MAILING ADDRESS 975/ 7-m ?% STATE BUSINESS LICENSE NO, +&'o&& LICENSE NO. COhTACT PERSON / ADDRESS 6 1 @ Eq-76z PLAN ID NO. VALIDATION AREA 2 ESTMATED VALUATION ,LAN CHECK FEE F THE APPLICANT NlTHlN 180 DAYS, PLAN CHECK FEES NlLL BE FORFEITED. CHECK IF SUBMITTED: 2 ENERGY CALCS I7 2 1987 ENERGY CALCS FOR NON RESIDENTIAL BLDGS 0 0 2 STRUCTURAL CALCS 2 SOILS REPORTS ZSELFADDRESSED ENVELOPES 0 DATE DATE GIVEN/ SENT TO APPLICANT LA COSTA LETTER SCHOOL FEE FORM P & E CORRECTIONS LIST ~ CERTIFICATE OF OCCUPANCY White. File Yellow. Applicant Pink. Finance Gold - Assessor ,I FINAL BUILDING INSPECTION > - I Fj -?(t - -PLAN CHECK NUMBER: P4073? DATE PROJECT NAME: ADDRESS: 1915 itst.,ri PROJECT NO.: UNIT NUMBER: PHASE NO.: TYPE OF UNIT: NUMBER OF UNITS: iJ,,iv i-T.i:,l.. CONTACT PERSON: 2 L..V..- CONTACT TELEPHONE 94 4: .. 2 2 1 i) INSPECTED DATE BY INSPECTED: APPROVED ~ DISAPPROVED - INSPECTED DATE BY INSPECTED APPROVED ~ DISAPPROVED - ~ COMMENTS: Rev. 1fm WHITE Suspenlie ,&LIE Water Dl~trl~l GREEN: Engineerlng CANARY Ullllties PINK Planning GOLD Fire FINAL BUILDING INSPECTION .. PLAN CHECK NUMBER: .<gGT,: . DATE ' - 1 7; ~ q, , PROJECT NAME ADDRESS: 1 $ 1 5 /a/ It.:. i PROJECT NO.: UNIT NUMBER: PHASE NO.: ;a,s,/ ; TYPE OF UNIT: ,. ,. .$: NUMBER OF UNITS: ,. CONTACT PERSON: .. !...'I CONTACT TELEPHONE: L4<!-.2 .: 1 I! ,El ' . li f ti-t ..,t.. ,. APPROVED __ / INSPECTED: APPROVED __ INSPECTED BY: INSPECTED DATE BY: INSPECTED: APPROVED __ DISAPPROVED ___ INSPECTED DATE BY: INSPECTED APPROVED ___ DISAPPROVED - COMMENTS: Rev. 11% WHITE Suspense BLUE Water District GREEN Engineerlng CANARY Utilities PINK Planning GOLD: Fire - .- CITY OF CARLSBAD 1200 ELM AVENUE CARLSBAD, CALIFORNIA 92008 438-5621 ,... , . ".,_i i FINAL BUILDING INSPECTION * 81~0701 DATE > - 1 5.. q ;') PLAN CHECK NUMBER: PRaJECT NAME V', I- " P *' ADDRESS 191s !'sG;ta;% PROJECT NO.: UNIT NUMBER PHASE NO.: TYPE OF UNIT .i+ ::y c: Y', :-,i '! NUMBER OF UNITS CONTACT PERSON: f, t\:v;: 94 , - 1 '> I <J ,, CONTACT TELEPHONE: INSPECTED DATE BY INSPECTED: APPROVED __ DISAPPROVED - INSPECTED DATE BY: INSPECTED APPROVED - DISAPPROVED __ Cwk5ad F4iean~eipal Water DIMet iingineenng oepartment (81 9) 438-3367 COMMENTS t, Rev. 11% WHITE Suspense BLUE Water District GREEN: Engineering CANARY Utilities PINK Planning GOLD: Fire FINAL BUILDING INSPECTION PROJECT NAME ADDRESS: 1915 /;Stair PROJECT NO.: UNIT NUMBER PHASE NO.: TYPE OF UNIT '$e$.: ;~;.:>..,t::, NUMBER OF UNITS CONTACT PERSON: ._i tc.vc: CONTACT TELEPHONE: c)q~-~q~ INSPECTED DATE BY: INSPECTED APPROVED - DISAPPROVED - INSPECTED DATE BY: INSPECTED: APPROVED - DISAPPROVED - INSPECTED DATE BY INSPECTED APPROVED - DISAPPROVED - COMMENTS: Rev. If86 WHITE: Suspense BLUE Water Di8trlc.t GREEN Engineering CANARY Utilities PINK Planning GOLD Fire -* '& i., . y- , : .1?. .-> FINAL BUILDING INSPECTION PLAN CHECK NUMBER: R91)70? DATE: ? - 1 5- qci PROJECT NAME ADDRESS: 1915 A\stoir PROJECT NO.: UNIT NUMBER: PHASE NO.: TYPE OF UNIT '.irw Com-1 NUMBER OF UNITS CONTACT PERSON: 'jtC"" CONTACT TELEPHONE: gqz- 27 10 APPROVED ~ / DISAPPROVED - INSPECTED DATE BY INSPECTED: APPROVED __ DISAPPROVED - INSPECTED DATE BY INSPECTED APPROVED ~ DISAPPROVED - Rev. 1% WHITE Suspense BLUE Water District GREEN: Englneerlng CANARY Utllllles PINK Plannlnp GOLD: Fire UNSCHEDULED INSPECTION JOB ADDRESS /9/& ,,?5TO? CT TIME ARRIVE: TIME LEAVE: CD LVL DESCRIPTION ACT COMMENTS CITY OF CARLSBAD INSPECTION REQUEST PERMIT# CB890702 FOR 05/24/90 DESCRIPTION: 11,034 SF COMPLETE OFFICE BLD FRONT & SIDE ENTRY REV 110789 CD TYPE: COM JOB ADDRESS: 1915 ASTON AV STR: APPLICANT: LUM, ANTHONY PHONE: 727-9606 INSPECTOR AREA MC PLANCK# CB890702 OCC GRP CONSTR. TYPE NEW FL : STE : CONTRACTOR: FARADAY DEVELOPMENT CORP PHONE: 619-438-3710 OWNER: ACCH, A GENERAL PARTNERSHIP PHONE : REMARKS: Tl/MH INSPECTOR SPECIAL INSTRUCT: SCREEN HIDING A/C UNITS ON ROOF TOTAL TIME: --RELATED PERMITS-- PERMIT# TYPE STATUS SE890077 e ISSUED CD LVL DESCRIPTION ACT COMMENTS ***** INSPECTION HISTORY ***** DATE 041190 030590 022090 021590 021590 012990 012490 012490 012490 012490 010390 122189 122189 121589 120789 120189 112989 111689 110889 103189 103189 101989 101389 101389 101189 092789 092789 092189 092089 DESCRIPTION Final Combo Final Combo Final Combo Final Combo Exterior Lath/Drywall Rough Combo Rough Electric Rough/Topout Rough/ Ducts/ Dampers Frame/Steel/Bolting/Welding Interior Lath/Drywall Interior Lath/Drywall Frame/Steel/Bolting/Welding Rough Combo Interior Lath/Drywall Frame/Steel/Bolting/Welding Roo f/Reroo f Steel/Bond Beam Ftg/Foundation/Piers Steel/Bond Beam Steel/Bond Beam Shear Panels/HD‘s Shear Panels/HD’s Frame/Steel/Bolting/Welding Shear Panels/HD’s Steel/Bond Beam Ftg/Foundation/Piers Underground/Conduit-Wiring Ftg/Foundation/Piers ACT INSP CO MPC CO MPC NR MPC NR MPC NR MPC AP MPC PA MPC co MPC PA MPC AP MPC PA MPC AP MPC PA MPC AP WM AP MPC co MC PA MPC AP MPC AP MPC co MPC AP WM PA MPC PA MPC PA MPC AP MPC AP MPC AP MPC AP MPC co nPc COMMENTS 4,8,9,10 LIST DATED 3-1-90 SEE LIST DATED 3-1-90 CEILING GRID,CONDENS,LITEFIXT CONDENSATE NDS CU PIPES AT 1H NDS SEISMIC SUPPORTS CEILING GRID SYSTEMS 17 CENTRAL RMS & LOBBY 1ST OF 2 LAYERS RF NLNG REINSPECT ND MORE NLS ON PRLN TIES SLAB CLOSURE STRIPS DECORATIVE COL. FTNGS SOUTH SLAB CLOSURE STRIP SEE COMMENTS DATED 10-31-89 PANELS 5,11,13 T.U. WALL PANELS COLS, FRONT ENTRY CONC TU WALL PANELS UFFER GROUND NEEDS #3 CU UFFER INSTALL CITY OF CARLSBAD INSPECTION REQUEST PERMIT# CB890702 FOR 05/24/90 INSPECTOR AREA MC DESCRIPTION: 11,034 SF COMPLETE OFFICE BLD PUCK# CB890702 TYPE: COM CONSTR. TYPE NEW FRONT ti SIDE ENTRY REV 110789 CD OCC GRP JOB ADDRESS: 1915 ASTON AV STR: FL: STE : DATE DESCRIPTION ***** INSPECTION HISTORY ***** ACT INSP COMMENTS CORRECTION NOTICE ADDRESS: . / 915 As7nd c.7 0 APPROVED PLANS SHALL BE ON JOB SITE 1- PAO\/IDE @!XMAhter/T B(//LD/dG W/Ws Nu’m BUILDING 0 0 0 0 0 0 0 0 0 FRAME EXTERIOR LATH PLUMBING 0 UNDERGROUNDPLUMBING 7- -u,Uc Of sR/o4c 7b 0 ROUGH PLUMBING 0 SEWER AND PUCO. 0 GASTEST 0 WATER HEATER (0 - s-/ r CLULA~ eT/Pjc1’JG 0 UNDERGROUND WATER UJ&j 1)/JGwJAJE qs - 0 TOP OUT PLUMBING 8- ~?s~/.64t= c3RPYAw codmfiaJ5 mR. VM q- 0 TUB OR SHOWER PAN 9- 3-@8PJ/7 /x/JL/~7lO/J cez7-/!CA7~ 0 0 0 0 0 0 0 ELECTRICAL TEMPORARY SERVICE ELECTRIC UNDERGROUND ROUGH ELECTRIC POOL BONDING ELECTRIC SERVICE UFER GROUND G.F.I. SMOKE DETECTOR MISCELLANEOUS 0 PLENUM AND DUCTS 0 COMBUSTION AIR 0 CONDITIONED AIR SYSTEMS 0 SOLAR 0 GRADING 0 POOL 0 PATIO 0 SIGN 0 OTHER CITY OF CARLSBAD INSPECTION REQUEST PERMIT# CB890702 FOR 10/31/89 INSPECTOR AREA MC DESCRIPTION: 11,034 SF COMPLETE OFFICE BLD PUCK# CB890702 CONSTR. TYPE NEW OCCUPANT; COVELL HUGINS CAIRNS OCC GRP JOB ADDRESS: 2015 ASTON AV STR: FL: STE : APPLICANT : LUM , ANTHONY PHONE: 727-9606 CONTRACTOR: FARADAY DEVELOPMENT CORP PHONE : 619 -4 3 8-3 7 10 OWNER: ACCH, A GENERAL PARTNERSHIP PHONE : REMARKS: TZ/MH/VINCE INSPECTOR AA bb SPECIAL INSTRUCTIONS: I I TOTAL TIME: CD LVL DESCRIPTION ACT COMMENTS 1% ST af SoL4;rfi SUB claw SFIf -- t2 GO NORTfi WJUM 8mn SW NT , g& ***** INSPECTION HISTORY ***** DATE 101989 101389 101389 101189 092789 092789 092189 092089 DESCRIPTION Shear Panels/HD's Frame/Steel/Bolting/Welding Shear Panels/HD's Shear Panels/HD's Ftg/Foundation/Piers Steelpond Beam Underground/Conduit-Wiring Ftg/Foundation/Piers ACT INSP COMMENTS AP WM PANELS 5,11,13 PA MPC COLS, FRONT ENTRY PA MPC T.U. WALL PANELS PA MPC CONC TU WALL PANELS AP MPC AP MPC AP MPC UFFER GROUND AP MPC NEEDS #3 CU UFFER INSTALL TEMP. / TO RE MUENDATIONS - . AJWydhW 4yA+%-=-szf5;Lg. - SOIL & FOUNDATION ENGINEERING ENGINEERING GEOLOGY HYDROGEOLOGY 16191 931-1917 COPIES TO 5245 Avenida Encinas, Suite G Carlsbad. Calilornia 92008 13230 Evening Creek Drive South Wyman Suite 218 Testing San Diego, California 92128 Laboratories (619) 486-0354 ~ COVERING WORK PERFORMED OREINFORCED CONCRETE OSTRUCT. STEEL ASSEMBLY THE SPECIAL INSPECTOR OF OREINFORCED MASONRY OPILE DRIVING OOTHER WHICH REQUIRED APPROVAL BY 0PRE.STRESSED CONCRETE OREINFORCED GYPSUM OQLUE-LAM.FABRICATION WELDING INSPECTION 12-12 Visually inspected the 1/4 inch fillet (both sides) for the installation of the 3 112 x 3 1/2 x 318 angle steel, panel to roof, diagonal braces. Reference detail 8/S4, YfS4, 1/S10, 5/Sll, 3/S11. Locations are indicated as follows : panel 9 2 each panel 11 3 each panel 13 3 each panel 16 2 each panel 3 3 each Visually inspected the 3/16 inch fi installation. Reference details 3/S11 & 3, 13, 11. ..3t for the beam bucket i/Sll. Location, panel The certified welder is F.C. Skip Stiehm. These welds do meet the design and AWS D1.l requirements and are free of defects. This report concludes the special inspections required for welding of this building. CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUNDTHIS WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS,&. APPLICAELESECTIONS OF THE CITY OF SAN DIEGO BUILDING LAWS. f 0 F ~!YISTEkp~ z,WT'7kq REGISTER NUMB R DATE dF REPDAT 13230 Evening Creek Drive South Wyman Suite 218---- Testing Sari Dieyo, California 92120 Laboratories (619) 406-0354 COVERING WORK PERFORMED flRElNFORCED CONCRETE OSTRUCT. STEEL ASSEMBLY )WNEA OR PROJECT NAME Covell, Hugins, Carins Preyasted keinforced Concrete Tilt-up f’v = 36 ksi Skios Weldins oNsTn. ATIL [TYPE (in.=.De ET=.) EBIGN STRENGTH souncc MTCn. WHICH REOUIRED APPROVAL BY flPRE6TRESSED CONCRETE OREINFORCED GYPSUM nGLUE.LAM.FABRICATIDN THE SPECIAL INSPECTOR OF OREINFORCED MASONRY OPILE DRIVING ODTHER I BLX$LYBYJT NO. PLAN FILE NO. AR HI E T 6. t.% Earson Enqineer EN lNEtR FOR WEEK 00 ADDRESS 2015 Aston. Carlsbad CA INo. 89-259 ISNDONG 11.-24 1. 89 - - - . GENERAL CONTRACTOR COg$FpDOwgfJTOnR;ED WORK A.W.S. A5.20 E70TNK21l Weld Filler MAT‘L SAMPLES FIELD WELDING INSPECTION 11-22 Visually inspect-ed the 3/16 in fi1.1.et welds €or Lhe Glu-lam hcam bnckets Lo Lhe panel eml>eds. Reference the fol.1.owing de La i. 1. s : Detail 4 and 7 on S-10 (1 each). Location: Pane1 17. Detail 8 on S-10 (4 each). LocaLion: Panel. 13, 11. Detail 2 on S-10 (1 each). Location: Panel 15. Detail 10 on S-10 (3 each. Location: Panel 10, 12, 9. Detail 3 on S-11 (4 each). LocaLion 12, lo. Detail 5 on S-ll (4 each). Location: Panel 3. Detail 9 & 10 on S-11 (2 each). T,ocation: Panel 1.4. Detail 12 on S-11 (2 each) Location: Panel 6/7, 7/8. The certified welder is F.C. (Skip) Stiehm. These welds do meeL the design and A.W.S. Dl.1 requirements and are free of defecLs. I h Ah CERTIFICATION OF COMPLIANCE ? I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS, & /!$A/’q,.tc/r4 Ai941 ;2<27fl? C,/A 47f REPORTED WORK, UNLESS OTHERWISE NOTED I IlAVE FOUNDTHIS SIGNATU F nEGlSTEnd0 INSPECTOR APPLICABLESECTIONS OF THE CITY OF SAN DIEGO BUILDING LAWS, uATr or wtvonr I? E G 15TEn NUMB E R , Wyman Testing Laboratories OB ADDRESS 20L5 Aston, Carlsbad CA NO. 89-259 13230 Evening Creek Drive South Suite 218 Sa11 Diego, California 92128 (61 9) 486-0354 TOR WEEK ENDING 11.-24 I9 85 ~ COVERING WORK PERFORMED ~REINFORCEO CONCRETE OSTRUCT. STEEL ASSEMBLY WHICH REOUIRED APPROVAL BY OPRE.STRESSE0 CONCRETE OREINFORCEU GYPSUM OGLUE-LAM.FAERlCATION THE SPECIAL INSPECTOR OF OREINFORCED MASONRY OPILE DRIVING OOTHER iWNER OR PROJECT NAME Covell, tluqins, Carins PLAN FILE NO. ~ oNsrn. AT,L [TYPE Gnnoe ETC.) Preyasted Reinforced Concrete Tilt-up fly = 36 ksi Skips Welding ASTM A3d structuraf sLee? A.W.S. A5.20 E70TNR211 Weld Filler *SIGN STRENGTH SOUIICC o,,Txrz,R. ESCRIOE MIT'L. MIX DESIGN. RE.= R GRAD & MPGA.1 FIELD WELDING INSPEC'I'ION 11-22 Visually inspecLed the 3/16 in €il.l.eL welds for the Glu-lam hcam buckets Lo Lhe panel ern1)ed.s. ReFei-ence the fol.l.owing de La i 1. s : Detail 4 and 7 on S-10 (1 each). Location: Panel 17. Detail 8 on S-10 (4 each). LocaLion: Panel. 13, ll. Detail 2 on S-10 (1 each). Location: Panel 15. Detail 10 on S-10 (3 each. Location: Pane1 10, 12, 9. Detail. 3 on S-11 (4 each). Location 12, 10. Detail 5 on S-ll (4 each). Location: Panel. 3. Detail. 9 & 10 on S-11. (2 each). Location: Panel. 1.4. Detail 12 on S-1.1 (2 each) Location: Panel G/7, 7/8. The certified welder is F.C. (Skip) Stiehm. These welds do meet the design and A.W.S. Dl.1 requ-:ernents and are free of defects. I h n,4 I Anf?:t:x EN lNEtl3 tarson Engineer GENERALCONTRACTOR R. DO G R EORTED WORK co&ip Ne1;iing LAB RECElVl G LL TESTING CO STR. MAT'L SAMPLES wyman Vesting Lags CERTIFICATION OF COMPLIANCE '9 I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE & REPORTED WORK. UNLESS OTHERWISE NOTED I I-IAVE FOUNOTHIS SlGNATURddF REGISTERP!D INSPECTOR W A$?// ;z,?/#F C,/d, L /77 WORK TO COMPLY WITH THE APPROVE0 PLANS SPECIFICATIONS, & APPLICABLESECTIONS OF THE CITY OF SAN DIEGO UUlLOlNG LAWS, IIEGISTEn NUMBER neTr or I~~COI~T f-: 2.- 1:V30 Evening Creek Dtive South Stiito 210 Wyman 1, t.-J[-& Testing !;:ill I)iogo, (hliloi ilia 9% l%fl Laboratories (6i 9) 'lfl(xl:354 COVERING WORK PEllFURMED ClRElNFURCED CONCRE'IE . USTIIUCT. STEEL. ASSEMBLY WHICH REOUIRED APPROVAL BY UI'RE6TRESSED CONCRETE UREINFORCED GYPSUM nGLUE-LAM.FnsRlCATlDN THE SPECIAL INSPECTOR OF UREINFORCED MASONRY OPILE DRIVING llm-ucn IO0 ADDIIESS 2015 Aston Car 1 s bad JWNER OR PROJECT NAME Covell Huqgins Cairns Tilt Up Precaslcd Concrete 30NSTR. MAT'L (TVPE.GRAVE.ETC.J 3E51GN STRENGTH Skips Welding BESCRIUE MAT'L. (MIX DESIGN. I1E-OArl GTZAOE & MTGR.1 ~____~ ASTM A706 Gr. 60 Rebar ASTM A36 StruCLural SI.ee1. AWS A5.20 E70T NR 21.L We1.d Filler ._ FOR WEEH tm 89 NO. 89-259 ENDING 10-27 BLOC.. PERMIT NO. PLAN FILE NO. 89-702 RLA iirchi.tecture ~ol;uGe, Inc. MQ Construction Skips ge\.Jing ARCH TC T EN=, EE - --__ GENEIIAL CONTRACTOD CONTI,. VOlN t E QRTED Won,< ____ LAO IIECEIVING &TESTING CONST". MAT.L SAMPLES WELDING INSPECTION 10-26 structural connection. Reference detail: panels 15/16, 16/17, 8/9, 9/10. Visually inspected the fillet welds for the Eollowing Detail 6 & 7, sheet S-4, 1/4 fillet (a1.l around), corners - De.tail 11, sheet S-11, 3/16 filLeL panel corners - panel Detail 2, sheet 5-4, 3/16 x 3 flare bevel (chord splice), Detaj.1. 4, sheet S-11, l/4 all around concrete column to .l8/l. panel 3/4, 6/7, 7/8. panel, panel. 3. 10-27 Continued welding inspection: Detail 6 & 7, 5-4 - 1/4 filLet (all around) corners - panels 18, 19, 20, 3, 5/6, 11/12, 13/14. Detail 2, 5-4 - 3/16 x 3 flare bevel (chord splice) - panels 4/5, 2/3, 1/2. Detail 12, S-4 - l/4 fillet (all around) corner panel - 10/11, 12/13. Visually inspected Lhe l/4 x 6" flare bevel and 1/4 fillet (both sides) €or the hold down connections. Reference detail 6 on S-3 and Larson Engineering revision for alternate hold down method dated 10-6-89. Location: 2 each locations on west end of panel 2; 2 each locations on east end of panel 13. Visually inspected the 3/8 .fillet (all around) for the panel structural hold down connections. Reference detail 1 on S-4. Location is panels 10 & 12. The cerlified welder is F.C. (Skip) Sti.ehm. These welds do meeL the design and AWS D1.l and D1..4 requirements and are free of defects. CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALI. OF THE ABOVE REPORTED WORK. UNLESS OTHEl7WISE NOTED I HAVE FOUNDTIHIS - SIGNAlURE nEdlSTERCD INSPECTOR AI'PLICAOLESECTIONS OF lllE CITY OF SAN UlEGO UUILI3ING LAWS, ,/A L-9 /IC "6,' /- .3 ',,-,f<LPo,,T A /R$ C.Id q79 WORK TO COMPLY WI ru THE APPROVED PLANS SPECIFICATIONS,& IT E G ISTC I> N l/M OE n 13230 Evening Creek Drive South Suite 218 , Wyman Testing San Diego, California 92128 Laboratories (619) 486-0354 COVERING WORK PERFORMED UREINFORCED CONCRETE USTRUCT. STEEL ASSEMBLY WHICH RECIUIRED APPROVAL BY UPRE-STRESSED CONCRETE OREINFORCED GYPSUM uGLUE.LAM.FABRICATION THE SPECIAL INSPECTOR OF OREINFORCED MASONRY UPlLE DRIVING OOTHER JOS AOORESS 2015 Aston Carlsbad fovell Hugins Carvins OWNE OR PROJECT NAME CONSTR. MAT'L (TYPE.GRADE.ETC.I COR WEEK 10 89-259 ENOING - E NO. 8LDG. PERMIT NO. , PLAN FILE NO. ARCHITECT OESlGN STRENGTH SOURCE OR MFGR. OESC I EM T'L MIX DESIGN RE-mALR GRADE 11 MFGR.1 ?,tee$ AdTM A615' Grade 60 ASTM A706 10-20 ENGINEER GENERAL CONTRACTOR MQ Construction MQ Construction CONTR. OOING REPORTEO WORK LAU RECEIVING h TESTING CONSTR. MAT'L SAMPLES CONCRETE INSPECTION Inspected the reinforcing steel installation for precast panels #' 5, 11, 14 per applicable details on approved drawings. Inspected reinf*>rcing steel for size, grade, lap, locations, and clearance. Verified member dimensions with inplace formwork. Checked locations of embedded items and sleeves. Inspected the placement and consolidation of 25 cubic yards of concrete, m1.x design # 355 in the following locations: noted above. One set of 4 test cylinders taken from panel # 11. Slump test results 2 1/2". Concrete supplied by Escondido Ready Mix. Ticket # 336437, truck # 197. CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS, & APPLICABLESECTIONS OF THE CITY OF SAN DlEGO BUILDING LAWS. DATE OF REPOFIT REGISTER NUMULA 13230 Evening Creek Drive South Suite 218 Wyman Testing San Diego, California 92120 Laboratories (619) 486-0354 COVERING WOHK PEHFOHMED [T]REINFOIICED CONCRETE . ~h'HlJCT. S1 EEI. ASSEMBLY WIIICII HEOUIRED APPROVAL BY ~~II'IiE.SlHESSEU CONCRETE ~lIEINFORCtl1 GYI'SUM CIGLUE.LAM.FABI~ICATION OD ADORES5 2Ul5 Asttin >WNER OR PROJECT NAME CCIVU.~ - Iluggjins :ONSTR. MAVL ITYPE.GRAOE.ETC.) r %=SIGN STRENGTH 'l'yi~e I1 Grade (jU k'c 3000 psi Escondi.do Heady ldix Mijx lJesj.gri # 355 ASTM 461li Gr. 60 ASTM A706 Cir. 60 A307/A36 bESCRIBE MAT'L. (MIX OESlGN, RE-BAR GRADE (L MFGR.1 FOR WEEN 1. HI) No' H$J-zsg ENOOND 1()-%() BLDG. PERMIT NO, PLAN FlLE NO. 89-702 KLA A'r'clii tec ture Doliube, Inc. bIQ (;oris tvuc t.is,n N & 1, Coiicr'ete, Inc. ARCHITECT ENGlNEER GENERALCONTRACTOR CONTR. DOING REPORTED WORK LAB RECEIVING (L TESTING CONSTR. MAT'L SAMPLES \I CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK. UNLESS OTHERWISE NOTEU I I-IAVE FOUNDTHIS WORK TO COMPLY WITH THE APPROVE0 PLANS SPECIFICATIONS,& APPLICABLESECTIONS OF 1IIE CITY OF SAN DIEGO UUlLDlNG LAWS. DATE OF REPORT REGlSTEk NUMBER 38 ADDRESS 2OL5 Aston, Carlsbad WNER OR PROJECT NAME Covel.l, lruqins, Cairns Off ice Rui.1dinq DNSTR. MAT'L IT,YPE.GRADE.ETC.l ESIGN STRENGTH SOURCE OF3 MFCR. Panel. Rein torcement HSTH AGl.5 Grade 60 rebar ESCRl6E MAT'L. [MIX DESIGN. RE-OAR GRADE LL MFGR.1 R b> 1 N FO RC Z N G S T E E 1, V E KI P I C A'? I ON 1.0 - 1.2 2, 3, 4, 6, 7, 8, 9, 10, 12, 13, 15, 16, 17, 18, 19, 20, 21, per details on panel elevations. TnspecLed reinEorcing sLee1 For size, grade, lap, , locati.ons, and clearance. Veri€ ied member dimensions- with inplace Eocmwork. Checked locations of embedded items and sleeves. Inspecled Lhe rei.nEorcing sLcel. insl.,tl IaLi.on For pane1.s # 1, FOR WEEK 89-259 10-13 '* 89 NO. DLOG. PEllMlT NO. PLAN FlLE NO. 89-702 N/I\ ARCHITECT KLA Dohube Tnc. MO MO Wyman ENGINEER GENERALCONTRACTOR CONTR. DOING REPORTED WORK LAB RECEIVLNC LL TESTING CDNSTR. MAT'LSAMPLES Work inspected is i.n accordc~nce with Lhe approved plans and the URC. CERTIFICATION OF COMPLIANCE ,7----/ -/ /'LL c/----- &-- I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUNOTHIS SIGNATURE OF REGISTERED INSPECTOR WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS,& /O-/$- 87 REGISTER NUMBER HPPLICABLESECTIONS OF TllE CITY OF SAN UIEGO MUlLDlNG LAWS, DATE OF REPORT WYMAN TESTING LABORATORIES 132 30 Ecening. Creek Dr. Suite 2.18 (619) 106-0354 Sail IlieCJO, CA 92128 ~ REPORT OF COMPRESSION TESTS PROJECT COVELL NUGINS PROJECT NO 89-259 PROJECT ADDRESS 2015 ASTON, CARLSBAD CONTRACTOR MQ CONSTRUCTION TO BE BILLED MQ COI.ISTRUCTION BLDG. PERMIT NO. ARCHITECTIENGINEER RLA -. -- PLAN FILE NO SAMPLE DATA REPORT OF 8 CONCRETE U MORTAR U GROUT 0 OTHER SUPPLIER MIX DESCRIPTION MIX NUMBER - ___ TIME IN MIXER ._ SLUMP 6" ADMIXTURE wzz PLACEMENT DATE 10-16-89 ESCONDIDO READY MIX 3362 37 TICKET NUMBER - 5.5 sack 3.55 44 min TYPE CEMENT I1 AIRCONTENT n/a LOCATION OF PLACEMENT PANEL #4 __ UNIT WEIGHT n/a DESIGN STRENGTH SPECIAL TEST INSTRUCTION OR REMARKS REQUIRED STRENGTH (l'c) 3000 PSI AT 28 DAYS DATE RECEIVED IN LAB SAMPLES MADE BY JOHN POWELL LABORATORY DATA LAB COMPRESSIVE FIELD CONTROL DATE DIMENSIONS TEST AREA MAX LOAD STRENGTH IDENTITY NUMBER TESTED INCHES SQ INCHES POUNDS PSI LABORATORY DATA REMARKS DISTRIBUTION ALL SAMPLING AND TESTING CONDUCTED IN ACCORDANCE WITH ASTM STANDARD DESIGNATIONS C31-69. C39-80, C78-75, C617-76 WYMAN 7 28 28 TESTING -- CHUG 5 10-27-81) 6?r 12 28.27- 84,500 2990 CHUG 6 11-17-81T~ 28.27 112,000 3960 CHUG 7 11-17-8p 6 X 12 28.27 107,000 3780 1 LABORATORIES 13230 Evening Creek Dr. Suite 218 San Diego, CA 92128 (619) 486-0354 REPORT OF COMPRESSION TESTS PROJECT COVELL HUGINS PROJECT NO. 89-259 PROJECT ADDRESS 2015 ASTON, CARLSBAD CONTRACTOR MQ CONSTRUCTION ARCHITECT/ENGINEER RLA TO BE BILLED MQ CONSTRUCTION BLDG. PERMIT NO. PLAN FILE NO. SAMPLE DATA REPORT OF %I CONCRETE 0 MORTAR 0 GROUT 0 OTHER SUPPLIER ESCONDIDO READY MIX PLACEMENT DATE 10-20-89 336437 5.5 SACK 30 MIN 355 2 - 11 2" PO22 NIA II 3000 - TICKET NUMBER .~ TIME IN MIXER ADMIXTURE AIR CONTENT __ DESIGN STRENGTH MIX DESCRIPTION MIX NUMBER SLUMP TYPE CEMENT UNIT WEIGHT LOCATION OF PLACEMENT rm #ll N7A SPECIAL TEST INSTRUCTION OR REMARKS SUUU 28 REQUIRED STRENGTH (f'c) PSI AT DAYS SAMPLES MADE BY DATE RECEIVED IN LAB LABORATORY DATA LABORATORY DATA REMARKS & 1 JAEDBY: DISTRIBUTION ALL SAMPLING AND TESTING CONDUCTED IN ACCORDANCE WITH DATE ASTM STANDARD DESIGNATIONS C31-69, C39-80, C78-75. C617-76 .I SHEET NO OF .- SUBJECT corELL HVgJNJ ic on,ucLrlb M fJE1-b 14 Technology Or., 4142 k/?ODLBM, ,I COMM NO. 1#06& iENOlNEERlNCi OF CALIFORNIA HOLDnwEJ Inrlne, CA 02710 , I 81 I ' XI.: ?I 4n27.9420 PAX: 714J717-3226 I 'I LARSON BY p # DATE /,I,/ f 9 LARSON lwlne, CA 9 k! 718 ENGINEERING OP CALIFORNIA 18 Teohnolo y Dr,, Suite 142 (714) 727-3429 October 4, 1989 RLA 1120 Sycamore Ave., (28 Vista, CA 92083 Attention: Tony Lum Subject: Cove11 Hugine Cairns - Field Clarifications It is our und rstandi g that the corkrector wishes to stack panels are already poured. The following details are to be revised ae follows for the above stacked panslr: Our Job 188066 panels A i." 13, 8" and 1 8f4 and that the foundations for those 1, Detail 7/S9 - Use Simpson 'PARPE' with 0LNS4A nails in lieu of the "PA-28' anchor. And use 3/4" dim, 'KWIKI bolts with ,+'I, min. embedment in lieu of the 3/4" diam. anchor bolts. 2. Detail 68/39 - Use Simpson 'PARIP' anchor with S-N54A nails in lieu of the 'PA-23l. And use 3/4" diam. 'KWIK' bolts in lieu of the 3/4" dim. anchor bolts. should read 12/511. Panel*BowBls into slab,bhould be per-attached' revise4 detail 7/53. 3. Detail 8/S10 - The beam seat referred to as 2/99 4. 5. Detail 6/53 - see attached revised detail. If you have any questions regarding this matter please call us. tarson E gineering of California hh iM ~tromquid4 vice President DOWELS \N FINAL P06lTlOt.l IN CASTING -- - - . ____ -89 WED 9:33 DOHUBE 1714838 5847 LARSON SUBJECT Tale\\ - I rns SHEET NO. OF COMM. NO. -0 6 L . ENOINEERINO OF CALIFORNIA 10 trchndlogy Dr., #141 Irvlnr, CA 92710 BY 3s DATE 1a/da TEL: 1141721.3429 . FAX: r~nr.3228 I 1. I t HETHERINGTON ENGINEERING, INC. G EOTECHNICAL CONSULTANTS June 28, 1989 Project 120. 317.1 Fareday Development 1575 Palmer Way Carlsbad, CA 92558 Attention: Mr. Jim Hollenbeck Subject: GRADING PLAN REVIEW Lot 53, Carlsbad Research Center SE Corner of Aston Avenue and Darwin Court Carlsbad, California References: Foundation Investigation, Lot 53, Carlsbad Research Center, SE Corner of Aston Avenue and Darwin Court, Carlsbad , California ," by Hether ington Eng j neer ing , Inc., dated March 28, 1989. "Grading Plans for Carlsbad Research Center, Lot 53, Unit NO. 4," by Vincent J. Sincek, dated Hay 9, 1389. Dear Mr. Hollenbeck: In accordance with the request of t4r. Tony Lum of RLA, we have reviewed the referenced "Grading Plans" for the subject site. Based on our review, it appears that the "Grading Plans ..." adequately incorporates the recommendations outlined in the referenced "Geotechnical Investigation...". The "Geotechnical Investigation ..." and the recommendations included therein, should be considered as part of the plans. We appreciate this opportunity to be of service. If you have any questions, please contact our office. Very truly yours, MDH/SS cc: 2-Addressee 1-Mr. Tony Lum - RLA 5245 AVENIDA ENCINAS SUITE G CARLSBAD, CALIFORNIA 92008 (619) 931-1917 I TRAFFIC CONTROL PLAN APPROVED AND ATACHED SHALL BE PERFORMED PER CITY CODES, STANDARD STANDARDS. SPECIFICATIONS, CITY APPROVED PUNS AND< TRAFFIC CONTROL DEPOSIT ADDRESS -5-73/ &d,y STE & UNDERGROUND SERVICE ALERT NO. 24 HOUR THIS PERMIT IS INVALID WITHOUT THIS NUMBER c>#xL5&4D Y@Qe TELk(z*- 2,,/) IF ANY EXCAVATION OR BORING IS DONE. STATE BUSINESS LICENSE,+!&BC)B& LICENSE 2077 LZi15’Bs, OOG1 01. 01 NUMBER NUMBER Ar LOBO 1250. h? DESCRIPTION 2077 1?115h39 OGC? dl 05 MZLC 75.00 OF WORK (7 > ./3~;7/,/F ADDDA//A& - TG I I INSPECTOR SIGNAWRE DATE BLUE. FILE; YELLOW. INSPECTOR; GREEN. UTILITIES; PINK - FINANCE; WHITE. CONTRAbbR i 1 1 r ""'FF"" r - SEWER PERMIT APPLICATION Development Processing Services Divlslon 2075 Las Palmas Drive Carlsbad, CA 92009-4859 (619) 436-1161 APPLICANT TO FILL IN SHADED AREA .- 4SSESSORS PARCEL NUMBER 3 8'2 - I> 3 - ' CIASHIERS VALIDATION 'I, SEWER PERMIT NUMBER: SE BUILDING PLAN CHECK NUMBER: pc . BUILDING TYPE 1 NUMBER OF EDU'S CALCULATIONS: 4, I ; CONNECTION FEE COST PER UNIT X UNITS = . -- LATERAL CHARGE TOTAL YARGES -. $. ' .',l . ,__ c PREPARED BY; (PRINTED NAME) :OMMENTS: WHITE DPS GREEN Flnanca CANARY: Water PINK BulldlnQ GOLD: Appllcanl -, . i ", APPLICANT TO FILL~;$N SHADED AREA ,; i. ,. BUILDING ADDRESS yc"r ,., Jf47dA j A&., *z/I . ,~ '! : MAILING ADDRESS: CONTRACTOR: LEGAL DESCRIPTION: _.-A qERAL*CHARGE t. c w ,: ,,,.,; '2. TOTAL WARGEG: SCHOOL DISTRICT IGH SCHOOL RECEIVED FROM $ $ $ $ $ $ INSURANCE $ SF. SO i to verify !o building led by the :ment . USE OF SCHOOL BUS DAMAGE TO SCHOOL PROPERTY DAMAGED OR LOST BOOKS SALE OF SURPLUS 0 TELEPHONE COMMISSIONS $ TOTAL $ a.. 7 S8 ~ So INCOME ABATEMENT 0 - -- RECEIVED CASH 0 CHECK ACCOUNT NO.(%- gb'\ - ACCOUNT NO. - ACCOUNT NO. - hool - -- - - - - - -- -6491) - I II -_- , .~ _- --. ~ ~ . , . .~ ._1~~- I.... Project Address: 1-c I S7-D A YE.-.- RESIDENTIAL: SQ. FT. of living area Number of dwelling units T. of covered area SQ. FT. of garage area 2,7 r4.H 7: 3L./ $4 30 Prepared By _______________-----____________________-------------------------------------------------- FEE CERTIFICATION (To be completed by the School District) J Applicant has complied. with fee requirement under Government Code 53080 - Project is subject to an existing fee agreement - Project is exempt from Government Code 53080 Residential Comm/Indust Final Map approval and construction started before September 1, 1986. (other school fees paid) Other Fee Levied: $ based on sq. ft.@ Fee Levied: $ ~~-l~~ .yrJ based on 1\;43y sq. ft.@ 9.1 , 2 -7 >.B 2926 and SB 201 fees are capped at81.53 per square foot for residential. i.B 2925 is capped at $.25 per square foot for commercial/industrial. ESGIL CORPORATION -. 1 9320 CHESAPEAKE DR.. SUITE 208 SAN DIEGO. CA 92123 (619) 560-1468 rb DATE: r&v- 3 - 84 JUXISDICTION: I ParlsbA U I 9 ?LAN CHECK No: & -%-To% ee#)SET: rJ DES I GKZR ?XOJECT ADDRZSS: IS- GsTL A*, .. ZROJECT NA!4Z: %TO- T,\T-UO L5ke.U A \A% - \ The plans transmitted herewith have been corrected h-here building codes. e necessary and substantially comply with the jurisdiction's - The olans transmitted herewith will substantiallv coindlv -- u wiih- the jurisdiction's building codes when mino; deficien- cies identified are resolved md checked by building department staff. The plans transmitted herewith have significat deficiencies and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Zsgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the 0 identified on the enclosed chsck list 2nd should be corrected 0 jurisdiction to return to the ap?l,icant contact person. 0 The applicant's copy of the check list has been sent to: m Esgil staff did not advise the applicant contact person that plan check has been completed. 0 Esgil staff - did advise applicant that the plan check has been completed. Person contacted: .Date contacted: Telephone # . W'REMARKS: FGC~ 5, dc GT, CL~~~~ u+F;\= vn/ig\a ShX. A-\ ,7 13,5, 7,849 IA ccc &A&& J . I 1 -- By: Enclosures: NO,.,. ESGIL C RPORATION \a -s\ OGA OAA Ow ODM. > . c ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92 123 (619) 5W1468 - --7 APPLICANT DATE : OCT - \ a 64 JURISDICTION: r IT e% 6 I I5 bcd .I r,FILE COPY - PLAN CHECK NO: PROJECT ADDRESS: do15 +.%rm am. Ch - 84 ->& LTcd SET:(S) !-I -ups -DESIGNER __I PROJECT NAME: nee- 5Tb\ 7 \\T-ut L%Mnb \44 3 * CFrmC $ Sz enF, rt*r,riomS) The plans transmitted herewith have been corrected where building codes. 0 necessary and substantially comply with the jurisdiction's - The Dlans transmitted herewith will substantially comply with- the jurisdiction's building codes when mino; deficien- cies identified are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the 0 identified on the enclosed check list and should be Corrected 0 jurisdiction to return to the applicant contact person. R The applicant's copy of the check list has been sent to: .PL A ( K&l) S~Carnera UVC. , 5-r~ - LA , YI5-K , c.,. -, E Esgil staff did not advise the applicant contact person that plan check has been completed. 0 Esgil staff - did advise applicant that the plan check has been completed. Person contacted: Date contacted: Telephone # REMARKS: * m: 5hou;) Cwb rad 011 e I A-4 - WFi): 5Vcc3h t' urtdr CanFiSTr*. Color +T.P?.W< dm s%>ys(A.c. &l /A-4) - - y- U . #m It" <*F-s30*- : *UA\ k" n li ret\>% 3 0- 314 " h>Ck @ 5 -Kr< . &d I v .- - 4 -7.z I ,7- r5c, h o~mhaLIn4 - By: 5 dvC Enclosures: a one ESGIL CORPORATION \-\a JGA OAA Ovw DM .- . L -- Date I lO-\R-84 Jurisdiction C 6. \s br tb - Prepared by: VALUATION AND PLAN CHXK ?LE I 0 31dg. Dept. /Esgil Air Conditionine I Cosmerciel . @ - Residential @ ?ire SDrinklers @ Res. 01: Corn. I I " I I I I I I I Total Value _I . 8uilding Permit Fee S s dlR Plan Check Fee $ s Cl5.28 (GTL) COHHENTS; SHEETOOF 0 12/81 _. ESGIL CORPORATION 9320 CHESAPEAKE DR.. SUITE 208 SAN DIEGO. CA 92123 (6lQ) 5-0.1468 DATE: CTUL - \\- 89 JURISDICTION: PLAN CHECK NO: C b - $4 - 70~ SET: 7l- GUPS PROJECT ADDRESS: 2015 &5T& &&. PROJECT NAME: %\A4 * LIT 0% cd rlJ bA C DES IGNER The plans transmitted herewith have been corrected where building codes. The plans transmitted herewith will substantially comply cies identified are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies and resubmitted for a cox?lete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the 8 necessary and substantially comply with the jurisdiction's 0 with the jurisdiction's building codes when minor deficien- 0 identified on the enclosed check list and should be corrected 0 jurisdiction to return to the applicant contact person. 0 The applicant's copy of the check list has been sent to: Esgil staff.did not advise the applicant contact person that plan check has been completed. 0 Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted: Telephone # 0 REMARKS: Sad By : rc Enclosures: & one OGA OAA Ow ODM ,. ESGIL C RPORATION 9-3 ESGIL CORPORATION 9320 CHESAPEAKE DR.. SUITE 208 SAN DIEGO, CA 02123 (619) 5601468 # DATE : JURISDICTION : Li4 a4 /*,Ish& I c PLAN CHECK NO: Bq - 702- SET: r UUPS I-'-- DESIGNER PROJECT ADDRESS: >OIL% 05 7;m &&-. PROJECT NAME: On< ry 7;ITOPOM I& & IdA I The plans transmitted herewith have been corrected where building codes. 0 necessary and substantially comply with the jurisdiction's - The plans transmitted herewith will substantiallv complv u with- the jurisdiction's building codes when mino; deficien- cies identified are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the 0 identified on the enclosed check list and should be corrected 0 jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: PLA A &.(A /J&o &/'a-rr &be 2b ~ I/,SK I Esgil staff did not advise the applicant contact person that plan check has been completed. 0 Esgil staff did advise applicant that the plan check has ii been completed. Person contacted: fl r& (anxz, - I, m! Date contacted: Telephone I 7~7 - &et.- 0 REMARKS: By: qjd- Enclosures: h, rndc .. '.\ PWI~oII~ - Date plans received by jurisdiction: g- 10-84 Date plans received by Esgil Corp. : 5 c /s*jq Date initial plan check completed: Applicant contact person: ~h~n.7 LiJm RRBUIW): PLBASgREAD Plan check is limited to technical requiramants contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical code and state laws regulating energy conservation, noise attenuation and access for the disabled. Ihe plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. Present California law mandates that construction comply with Title 24 and the applicable model code editions adopted, with or without changes, by the various state agencies authorized to propose building regulations for enforcement at the local level. Code sections cited are based on the 1985 UBC. lbe circled iremr listed need clarification, dification or change. All ita mfLt be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303 (e), 1985 Uniform Building Code, the approval of the plans does not pedt the violation of any state, county or city law. /. Provide a note with the building dara legend stating that yards used for area increases please de all corrections on the original shall be permanently maintained. tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: Esgil corporation, 9320 Chesapeake Drive, Suite 208, San Diego, California (619) 560-1468. Provide a note on the plans indicating if any hazardous materials will be stored andlor used within the building which exceed the quantities listed in UBC Table 9-A. 92123, @ Specify the uses of all rooms or areas. A <lccf. T& . rm - on T-1 . please make all corrections on the original C. tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: Provide a fully dimensioned site plan drawn to scale. Show north mow, property lines, easements, streets, existing and proposed buildings and structures. Provide a statement on the site plan stating: "All property lines, easements and buildings, both existing and proposed, are shown on this site plan". The jurisdiction's building department. B. f Provide the site address and a vicinity sketch on the Title Sheet. Provide the ms, addresses and telephone numbers of the owner and the responsible design professionals on the Title Sheet. tluX e, PM. the calculations are required to be signed by the California licensed architect or engineer responsible for the plan preparation. Please include the California license number, seal, date of license expiration and the date the plans are signed. Business and Professions Code. Indicate on the Title Sheet whether or not a grading permit is required for this project. f Show on the Title Sheet all buildings, structures, walls, etc. included under this application. Any portion of the project shown on the site plan that is not included with the building permit application filed should be clearly identified as "not included" on the site ulan or Title Sheet. 'a plans and the first sheet of . Clearly designate on the site plan existing buildings to remain, existing buildings to be demolished, buildings to be constructed under this permit and any proposed future buildings. Clearly designate any side yards used to justify increases in allowable area based on Section 506. If! Show on the site plan all proposed walls, retaining walls and fences. Specify their heights on the plans. Provide construction details if a part of this permit. 4. Clearly dimension building setbacks from property lines, street centerlines, and from all adjacent buildings and stmctures on the site plan. Show and dinension on the site plan all building projections including eaves, balconies, cornices and similar appendages extendinx beyond the exterior walls. -. Show on the site plan, or provide the grading plans, showing finish floar elevations, Provide a Building Code Data Legend on the Title Sheet. Include the following code infomtion for each building proposed: elevations of finish grade adjacent to &&om 4-2 buildings, drainage pattems and locations and gradients of cut or fill slopes. OCcuPanCY Group Description of Use Type of Construction z* Show dimensioned parking layout including any Stories I , I. Show the location of MY designated flwd 0 plains, open space eusements, or other developmant restricted areas on the site plan. JustificationT:to exceed allowable area in Table $* details or spcifications for required site Justification ?to exceed allowable . height or improvements to comply with the Title 24 13YA5 n I" Sprinklers: Yes or No' * I 'p. required disabled access spaces. +Height z, ,a Floor Area JaL%aGL 5-C. (if applicable) on the site plan to any .. :. ~. n.. alRRxmm . Corridors and exterior exit balconies serving 10 or more occupants must be a minim 4 inches wide and 7 feet high to the lowest projection. Section 3305 (b). . when a corridor or exterior exit balcony is accessible to the handicapped, changes in elevation shall be made by means of a ramp. Section 3305 (f). Corridors serving 30 or more occupants shall have walls and ceilings of one-hour construction except: a: Corridors greater than 30 feet wide when the occupants have an exit independent from the corridor. b. Exterior sides of exterior exit balconies. c. Corridor walls and ceilings need not be of fire-resistive construction within office spaces having an occupant load of 100 or less when the entire story in which the space is located is equipped with an automatic sprinkler system throughout and smoke detectors are installed within the corridor in accordance with their listing. Section 3305 (g). 4. One-hour fire-rated corridors shall have door openings protected by tight-fitting smoke and draft control assemblies rated 20 minutes, except openings in interior walls of exterior exit balconies. Doors shall be maintained self-closing or be automatic-closing by action of a smoke detector per Section 4306 (b). Doors shall be gasketed to provide a smoke and draft seal where the door meets the stop on sides and top. Yl Y f f Section 3305 (h). h 155 Total area of all ouenings. exceot doors, in any portion of an inrerior corridor, shall not exceed 25 Dercent irr UI e area Ot the corridor V One-hour corridors shall not be used as M integral part of a duct system. lhis includes the space above a dropped ceiling within the one-hour corridor. UHC Section 706 (b). te architew . of orridor, and exterior exit balcony, showing all fire-resistive materials and details of construction for all floor, walls, cannot be suspended below the one-hour corridor ceiling. In types I11 or V construction fire retardant treated wood may be used. Section 3305 (g). -ex 4Cl-r.u walls may terminate at the ceiling the ceilinu is an elemsnt of a one- < ~~ ~~ hi& fire-resistiGe floor or roof system. Section 3305 (g). . When two exits are required, dead end corridors and exit balconies are limited to 20 feet. Section 3305 (e). n. EXITSIGHS 163 Exit signs are required for exits serving an Show all required 164. Show that exits are lighted with at least one 0 foot candle at floor level. Section 3313 (a). . Show that the power supply for exit illumination and exit signs is provided by two separate circuits. (Occupant load exceeds 50 in I occupancies, 100 in H occupancies and 300 in all others). 166. %ow senarate sources of Dower for exit occupant load exceeding 49. exit sign locations. Section 3314 (a). 0 T Section 3313 (b) 1. ---~ ~~ illumi&tion and exit signs. (Occupant load churches, 100 in 1's and 500 in B-2 7-~ exceeds :~~~ 999 in A-1, 500 in A-212.1, 750 in occupancies used for retail sales or offices). Section 3313 (b) 2. wall of thi room which it is separating from the corridor. Such openings shall be mote- fixed, ,approved 114 inch thick wired el&& bytallea rn steel trams. Section 3305 (h). hr. ~~?~oh~~~~dr~h~~~t a o servmg more ories cozgib' - unless protected by M approved smokeldraft control door system. In high rise buildings refer to Section 1807 (h). brrt&r UJI\\~.LI~~!?&~ Section 3305. 4 17 Duct penetrations of fire-rated corridor walls and ceilings shall have fire dampers per Section 4306 (j). Aba At-- -- - W i _. . The exit sign locations M shown are not adequate. 0. 19. Elevators shall be enclosed in a one-hour shaft except in Type I and Type I1 F.R. construction where the elevator shall be in a two hour shaft. Elevators in other than Group I occupancies need not be in a rated enclosure if serving only one adjacent floor. Section 1706. '. .., .. ,. .. .. . mery opening into M elevator shaft enclosure shall be protected by a self-closing fire assembly having a one-hour fire rating in one- hour shafts and one and one-half hours in two hour shafts. Section 1706. 17 . Elevator shafts extending through more than two floor levels shall be vented to the outside. The area of vent shall be not less than 3 1/25 of the shaft areaand a minimum of 3 square feet per elevator. Section 5104. Elevators in high rise buildings shall comply with Section 1807(b). P . Every elevator lobby or entrance area shall be provided with an approved smoke detector as required by Section 5103(b). lj5. 44. 'J.. 1J6. P. Doors other than the hoistway door and the elevator car door are prohibited at the point of access to elevator car. Section 5106. Revise the number of elevator cars per hoistway enclosure to comply with Section 5103(a). Provide notes, details or specifications to show the elevator will comply with UBC Sections 5102-5106 and Title 24 Section 2-5102 through 2-5105. Provide clear inside elevator car dimensions as required by U.B.C. Section 5103(d) 6 and Title 24 2-5103(m). a. One elevator in buildings more than three stories or buildings where disabled access is required to upper level(s): 6'-8" by 4'-3" with a minimum clear opening width of 42". b. Elevators other than in (a) above serving an occupant load over 50 shall have a minimum inside platform of 5 feet 8 inches wide by 4 feet 6 inches deep. Ihe minimum clear door width shall be 36 inches. c. Elevators other than in (a) above serving less than 50 occupants shall have a minimum inside platform of 4 feet 6 inches by 4 feet 6 inches and a minimum clear door width of 2 feet 8 inches. . Specify on the window schedule the glass type Ifi and thickness to show compliance with Table 54- 8. Glaring, in t& sann wall plane as a door, mst be safety glaring if within 12" of the door and less than 60" above the walkh surface. unless A Md B. ~~ ~~ ~~~~~ the glaring 'is leaded or- faceted- glass. Section 5406 (d) 6. Glass in excess of 9 sq. ft. with the lowest edge less the 18 inches above a walking surface shall ba safety glazing or shall have a horizontal nmber not less than 1-112 inches in width and located between 14 and 36 inches above the walking surface. Section 5406 (d) 7. 9- Y See exceptions under Section 3202 (b). I@. specify roof pitch. l#. Roof pitch is not adequate for roof covering . A fire-retardant roof covering is required. specified. Specify minimum pitch of 1 3. Specify roof material and application. 18.. Specify ICBO, UL or other recognized listing approval number for roof materials not covered in UBC. 15. Specify roof slope for drainage or design to support accumulated water. 1&. Show roof drains and overflows. Size drains per Appendix D of WC. Section 3207 (a). P Section 3207 (a). 1$1. Show the legal basis to allow roof drainage to flow onto the adjacent property. Draft stop rooflce' ' are& attics, mansards, overhangs. *fronts and similar to limit.area to 5,000 sq. ft. or 60 LF (9.000 ft and 100 LF, if surinklered). Section h .rR4 .&/r-(, en Plans B-2 and B-4 occupancies with over 50,000 sq. ft. of undivided area and H occupancies over 15,000 sq. ft. of single floor area shall have smoke and heat vents per Section 3206. - @&ovide skylight details to show compliance with (ha pter 54 and Section 5207 or provide - ICBO or other recognized amroval lia Provide plastic roof panel details to show compliance with Section 5206 or provide ICBO or other recognized approval listing. Show attic ventilation. Mini~mm~ vent area is 11150 of attic area or 11300 of attic area if at least 50 parcant of the required vent is at least 3 feet above eave or cornicevents. Section 3205 (c). $3. Provide a minimum 22" x 30" attic access opening (or 30" x 30" if equipment is in attic). Section 3205 (c). R. FIRX I+. Fire sprin!4lers are required for any story or basement when the floor area exceeds 1,500 sq. Et. and rhere is not provided at least 20 sq. ft. of opening entirely above the adjoining ground in each 50 lineal feet or fraction thereof of exterior wall on at least one side, or when openings are provided on only one side and the opposite side is mre than 75 feet away. Section 3802 (b). . Fire sprinklers are required in a basement if l.4 any portion of a basement is more than 15 feet S Section - from openings in an exterior wall. 3802 (b). 46. Fire.sprinklers are required at the top of rubbish and linen chutes and in their terminal rooms. Chutes extending through three or more floor shall have additions1 sprinkler heads installed with6 such chutes at alternate floors. Sprinkler heads shall be accessible for servicing. Section 3802 (b). . Fire sprinklers are required in retail sales '7 rooms where the floor area exceeds 12,000 sq. ft. on any floor or 20,000 sq. ft. on all floors or in B-2 retail sales occupancies more than three stories in height. Section 3802. . Fire sprinklers are required in H occupancies drinking and dining establishnents when the total area of unseparated rooms exceeds 5000 square feet. Section 3802 (c). 2f. Provide fire sprinklers 'T when exceeding the areas in Section 3802 (f). 9. Provide fire sprinklers in Section 506, 507, 508 or 3802. See also jurisdiction ordinance. automatic sprinkler systems shall be supervised by M approved central, proprietary or remote, station service, or shall be provided with a local alarm which will give an audible signal at a constantly attended location. Section 3803. when serving more than 1W sprinkler heads, s. RIIIIIMIIm 2 3. Provide a copy of the project soil report prepared by a California licensed architect or civil engineer. The report shall include foundation design recornwndations based on the engineer's findings and shall comply with UBC Section 2905. / n foundation $&or structural sheet the soil classification the soils expansion index and the design' bearing capacity of the foundation. t+ec*lT-bm a-\ dcmsc5amk~~\T~ L\4(<-*. Y L> :oGigG &:%e *-gkdz:on=ni plan and specifications have been reviewed and that it has been determined that the recomendations in the soil report are properly incorporated into the plans. (when required by the soil report). following soil report recomendation(s) for this project mrdw?, roi e 3.b e\ rtpur. The foundation plan does not comply with the . Provide notes on the foundation plan listing the soils report recornendations for foundation slab and building pad preparation.. Note on the foundation plan that: "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the Building Official in writing that: a. the building g.d was prepared in b. the utility trenches have been properly c. the foundation excavations, forming and ly with the soils report . Provide spread footings for concentrated loads '7 designed for 1,000 psf soil bearing or per bearing value as determined by an engineer or architect. Chapter 29. accordance with e soils report; backfilled and compacted, and; reinforcement co and approved pls. . Provide class - standpipes per Section height of all foundation walls. hapter . Show height of retained earth on all 9. 291 3807. A first story as allowed by Section 702 shall be included in determining the number of stories when determining if Standpipes are required. Section 3806. foundation walls. hapter 23. L . Show distance from foundation to edge of cut or fill slopes and show slope and heights of cuts and fills. Chapter 29. . Note on rhe plans that wood shall k 6 inches tion 2516 (e) 7. .. ,, , .. ..I . , .. .. ,. .. .. N6te on plans that surface Water will drain away from building and show drainage pattern and key elevations. Section 2905 (f). zp. Dimension foundations per Table 29-A. ' ra-nMhi.ilad,hYd.hll.I* '?SZe%,., *+JlrPlqkd.&Wdkqd&* =38=Uk-,+d.L..-rh .dblY.-&.YUmdM.- For buildings adjacent to slopes steeper than 3:1, note on the plans: "On graded sites, the top of any exterior foundation shall extend above the elevations of the street gutter at point of discharge or the inlet of an approved drainage device a minimum of 12 inches plus 2 percent." Provide elevations on the site plan to show compliance. Show foundation sills to be pressure treated, or equal. . Show foundation bolt size and spacing. 9 Foundation bolt size and s~acinn for shear Section 2907 (d) 5. Section 2516 (c) 3. walls must be clearly shown bn thi foundation plan. Section 2907 (e). . Specify size, ICBO number and mufacturer of power driven pins. Show edge and end distance and spacing. Section 306 (f). . Show size, embedment and location of hold down zlb anchors on foundation plan. Section 2303 (b) d. iite on the plans that hold down anchors must be tied in place prior to foundation inspection. . Show adequate footings under all beaxing walls and shear walls. Section 2907 (d). Show stepped footings for slopes steeper than 1:10. Section 2907 (c). 4. Show minimum 18 inch clearance from grade to bottom of floor joists and minb 12 inch clearance to bottom of girders. Section 2516 5. Show pier size, spacing and depth into (c) 2. ZI undisturbed soil.. Table 29-A. J b . Show minimum under floor ventilation equal to a 1 sq. ft. for each 150 sq. ft. of under floor aree. Openings shall be as close to corners as practicable and shall provide cross ventilation on at least two approximately opposite sides. Section 2516 (c) 6. Specify that posts embedded in concrete shall be pressure treated per UBC Standard NO. 25- 12. Section 2516 (c) 1. Show veneer support and connections in Seismic Zones 3 and 4, comply with Section 3002, 4, 5, 6 and Section 2515 (a) regarding ties and t9 wire in horizontal joints. Show height and construction details of all masonry walls. Chapter 24. Show floor and roof connections to masonry walls. Connection shall resist 200 pounds per lineal foot or the actual design load, whichever is greater. Cross grain tension or bending in wood ledgers is not permitted. Section 2312 (j) 3. A. Provide details for damp proofing the foundation walls, below finish grade, where usable space exists on the interior side of the walls. Section 1707 (d). Show a minimum 2" air space and flashing between planter and building walls. Section 2516 (c) 7. 234. Provide complete structural details on the plans with cross referencing as needed to show the structural framing will comply with the design calculations and building code Provide minb structural specifications on the plans to show that all structural materials will cT1y with the design calculations and build* code requirements. 0 requirsmants. & dOd 2 6. Provide a special inspection section on the plans listing all structural elements requiring special inspection by U.B.C. Section 306. . Where special inspection is required for masonry, note on the plans that prism tests shall be perfomad in accordance with Section 2W5. Section 2406(c)l. f Show wall bracing. Every exterior wood stud wall and main cross partition shall be braced at each end and at least every 25 feet of lennth with I x 4 diaponnl let-in braces or NO- cross bridging or blocking. Floor joists and rafters 12" or more in depth shall be supported laterally by bridging at intervals not exceeding 8 feet, unless both edges are held in line. Section 2506 (h). 2 0. show blocking at end and at supports of floor joists, and for rafters at exterior walls. Section 2517 (d) 3. show solid blocking st ridge line and at exterior walls on trussed roofs. Section 2506 (h), Section 2517 (h). show double joists. Floor joists shall be doubled under king partitions running parallel with the joists. 2#-. mlng . partitions, perpendicular to joists, shall not be offset from suooortim nirders. / 2f Section 2517 (d) 5. Y. .... ~~ beams, walls or partitions, md;e than-ti;e dep& of the joists. Section 2517 (d) 5. . Show rafter ties. Rafter ties shall be spaced not more Uan 4 feet on center and be just above the ceiling joists, where rafters and ceiling joists are not parallel. Section 2517 (h) 4. 24i show rafter purlin braces to be not less than 45 degrees to the horizontal. Section 2517 (h) 5. 24j. Show 112" minimum clearance between top plate of interior partitions and bottom chard of trusses. (To ensure loading will be as designed). 2 7. Show or note fire stops at the following locations per Section 2516 (f): a. in concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels and at 10 foot intervals along the length of the wall. / . Show double top plate with minimum 48" lap . Show nailing will be in compliance with Table . Show stud size and spacing. Maximum allowable stud heights; bearing wall: 2 x 4 and 2 x 6 max. 10'; non-bearing: 2 x 4 max. 14', 2 x 6 max. 20'. Table 25-R-3. studs in first story splice. Section 2517 (g) 2. 7 25-Q. $. Show 3" x 4" or 2" x 6" of three story building. Table 25-R-3. Studs supporting two floors, a roof and must be 3 x 4 or 2 x 6 at 16" O.C. Table 25-R-3. Note an A.I.T.C. Certificate of Compliance for glued laminated wood members shall be given to the building inspector prior to installation. Section 306 (f). 4. Detail all post to bean and post to footing ' connections and reference the detail to the plan. Section 2516 (m). AS. Detail shear transfer connections, including roof and floor diaphragms, to shear walls. Section 2513. . Specify nail size and spacing for all shear walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphrap dimension ratios. (Tables 25 I, J, K) and Section 4713 (d). Provide truss details and truss calculations for this project. Specify on the plans the truss identification numbers. 4- Provide roof framing plan and floor framing plan. Section 302 (a) 7. Provide framing sections through b. at all interconnections between concealed ttd\tnr~on 5 hC .Ll I5 vertical and horizontal spaces such as occur at soffits, drop ceilings and cove &&. lrnn 4h't.Ac4 . ceilings; E. in concealed spaces between stair stringers at the top and bottom of the runand Specify all header sizes for opening over 4' between studs along and inlinewiththe wide. Section 2517 (g) 5. . Provide calculations for main vertical and horizontal framing members and post footings. Section 302 (a) 7. nm of stairs if tha walls under the stairs are unfinished; and d. in openings amund vents, pipes, ducts, chimneys, fireplaces and similar openings which afford a pas- for fire at ceiling md floor. levels. vith noncoobustible materials. ' - Section 302 (a) 7. 4125189 14 Provide calculations for lateral loads, shear panels, shear transfer and related. Section 302 (a) 7. / 2#. sow on the plans all structural requirements developed in the Structural calculations. . Colunms and posts located on concrete or masonry floors or decks exposed to the weather or to water splash or in basements and which support permanent structures shall be supported by concrete piers or metal pedestals projecting above floors unless approved wood of natural resistance to decay or treat wood is used. Section 2516 (c) 4. . Individual concrete or masonry piers shall project at least 8 inches above exposed ground unless the columns or posts which they support are of approved wood of natural resistance to decay or treated wood is used. Section 2516 (c) 4. 2+ plywood grade-and panel identification index. Table 25-N. 54 2 7. When roof pitch is less than 3:12, design ridge P as a beam. Section 2517 (h). . If foundation cripple wall studs are less than 14" framing shall be solid blocking. Section 2517 (9) 4. . Cripple wall studs exceeding 4 feet in height shall be 3 inch by 4 inch or 2 inches by 6 inches when supporting 2 stories. Section 2517 . Show plywood sheathing over exposed eaves, or other weather exposed areas, is "bonded with exterior glue." Plywood used for exterior wall shall be the exterior type. Section (9) 4- Ridges, hips, and valleys shall be at least one size lager than supported rafters. Section 2517 (h) 3. . In open beam construction, provide strap ties Section across the beams at the rid- support. 2501 (b). Show li&t and ventilation, for areas customarily used by people, will comply with Section 605. Provide details of restrooms to show compliance with Section 510 (b), regarding floors, walls and showers. If both sexes will be employed and the number of employees exceeds four, provide separate toilet facilities for men and women. If "both sexes will be smployed and the total number of employees will not exceed four", and only one restroom is provided, note the words in quotation above on the floor plan. Section 705 Show unenclosed floor and roof openings. open and glazed sides of landings and ramps, balconies or porches more than 30" above grade or floor, and roofs used for other than service to the building have 42" minh height guardrail, through which a 6" sphere cannot pass, and designed for 20 lbs. per lin. ft. applied horizontally at top rail (50 lbs. for exit facilities serving more than 50). Section 1711. Table 23-B. Provide platform and stage construction, including occupancy separations and roof vents, as per Chapter 39. Provide at least one drinking fountain for each floor level in Group A occupancies. Section 605. Show that aisles and seats comply with . Buildings housing Group A Occupancies shall front directly upon or have access to a public street not less than 20 feet in width. The access to the public street shall be a minh 20-foot-wide right-of-way, unobstructed and maintained only as access to the public street. Ihe main entrance to the building shall be located on a public street or on the access way. Section 603. "' Sections 3315 and 3316. 2. Pedestrian walkway shall comply with Section 4 509. w. m24mnDIcAPPm~ Provide note compliance with the enclosed Handicapped Access Check List. Handicapped access requirements may be more restrictive than the UBC. and details on the plans to show x. BllgsclDolLBRvlllIQl Park-: garage& shall have an unobstructed . Rovide hical plans, plan details, of not less than 7*-0" ah calculations and ~ completed forms to show .. ~ tion. ' section: 705. r to any ceilhig,. beam ,_I " .. . Provide electrical plans, plan details, calculations and the completed Form 5 or CF-5 to show compliance with state regulations for energy conservation. Incorporate in the plans or specifications the attached "Title 24 Mandatory Requirements" and the "Title 24 Construction Compliance Statement Requirements". 2j 287. Please see additional corrections, or remarks, on the following page. Ihe jurisdiction has contracted with Esgil Corporation located at 9320 Chesapedre Drive, Suite 208, SM Diego, California 92123; telephone number of 6191560-1468, to perform the plan check for your project. If you have any questions regarding these plan check items, please contact 0 5n& at Esgil Corporation. Thank you. Enclosures: 1. EJbrl c 2. JURISDICTION Cldr.lsbA& PLAN CHECK NO. &5 -%q -7oA (5) DATE 5-&5 c BUILDING AREA, HEIGHT AND STORIES DATA SHEET F I. . - '. .. . ,. DS987 , . ',, :;, ,. .. .. ' J~~&IUIW: PAR) 5 R4 R nucQmxnlmBui:~~ @ SJhit comlete electrical plans and s7ecifications. $ahit plan showing location of a11 senices. g/ Submit complete one-line diagram of service and feeders. )r! indicate the grounding system to ba @ (AiC) installed for building service. Indicate ampere interrupting capacities of service and subservice #. Indicate sizes of fuses andlor circuit 0 Indicate fuse symbols to Jhow fault currents are limited to 10,000 &nus on breakers. branch circuits. i.e. JJ”, LCL. 70 “HP” # If fuses are not used to limit fault currents on branch circuits to 10,000 amps, specify method to be used. #. Submit plan showing location of all switchboards. # Indicate dimension of switchboards and control panels rated 12W amperes or more. NEC llO-lS(c). p! Sutmit plan transformers . #. indicate the shoving location of a11 grounding sys- to be installed for transto-. NEC 250- 26(c). . Mn: F O’RILBYKadw pM(HBxw:~(yADIllcl a DIS(RELL MaRlSaJ # Provide overcurrent protection on the N?X 240- secondary side of transfoxmers. 21/384-16(d). @Subit plan shoving location of all panels. SEE /5/A @Submit panel schedules. $. Specify conduit and wire cites. fl Specify aluminum or copper conductors and $show Groximate leqth of feeders. Jd Specify electrode conductor size and type type of insulation. wire. (aluminum or copper) 20. Submit electrical load calculations. 0 # Indicate existing service size. # Indicate existing building load. dIndicate new additional loads. ?d Indicate wiring mthod. ,$show exit rips on the electrical lighting plan. Note: Pover for exit lights and emergency light- must conform to the 1985 UBC Sections 3313 and 9314. #!Provide receptAcle(r) within 25’ of the roof mounted Yc units. IMC Section 509. (I, 27 Provide mltiple witch lighting controls - per CAC, Title 24, 2-5319. 5,% w WZ..R*1 PA TIERN . Any questions o electrical pleese contact the plan checker sham above, at Bpi1 Corporation at (619) 560-1468. msnlr YOU. - 4 TITLE 24 HANDICAPPED ACCESS CORRECTION LIST Add,- -&-- - n.- ck. so. WW> item nvnrbcrr eirrld below are required lor this project. Sce Title 21 2-llOb.ll. Cirdrd items do not apply to floors which are not rrquirrd to be hm. dicappd scrusible. ~,-lrrenm to section numbers with preli.5 "2"sre to Title 24, Parr 2 (St~tc Bdding Code). 19S5 Edition. Prrlir "3"ir lor Part 3 (Slale Elrclrical Cdc). prCh "r is lor Parts (Stare Plumbing Cdr). E.vc.ntprions claimed lor an? itrtn shall be rcqdmtrd in writing and shd incll& dl data nded to drtrrniine "unrnronubk hurdrhip" IS dnrribrd in Section 2-49. SITE DEVELOPMEST d. The maximum cross slope shall not exmd %" per foot. Cratings are not allowed whenever possible. (2.3325b) At ench gate or door a 60" x Bo" Icvcl area is required when the gule swings toward the walk. (2-3325e) A 24" clear space is required at strike ride of gate or dour. (2.3325e. Fig. 2.33-2) A 4.5- I 44- decp level am is required when the gate swing away from the walk. (2.3325e) HANDICAPPED PARhlSC SPACES (2-3325.-3) a. See Approved Parking Plan for Ia)aut. (fig. 2-71-1) b. Provide handicapped spaces. (2-iI02a) e. Space shall be so located that hand icnpped persons are not mm- pelled to wheel or walk behind park4 cars other than their own. (2.i102c) d. Parkingspace shall be a minimum of 9 ft. I 18 ft. with adjacent 5 ft. loading zone. Doublespace shall be 23 It. wide. (2-il02b. Fig. 2-71-1) Maximum slope of parkingsurface in any direction shall not u- eecd %" per foot. (2-il02d) Parking spaec(r) shall be identified u.ith the International Sym- bo1 of Awuribility on renectorized sign offired to post or wall. and also duplicated on parking surface (symbol to be 36 x 36). (2-ilO2e). Entrance to parking facility or structure shall also have durable metal sign stating that unauthorized vehiclc(r) parking in han- dicapped rpace(s) may be subjat to tou'-awry. (2-7102e) Entrance to and vuUnl clearance u.ithin accessible level of park. lng structure shall be 8 ft. 2 in. to any structural member. duct or pipe. (P-il021) e. I. / g. h . f PEDESTRIAN RAMPS e. a. A path of travel with n slope grcntcr than 1 in 20 shall be Eon. sidered a ramp. (2-330ia) The maximum slope shall be 1 in 12. (2.330ic) The wldth shall be 48. ninlaum. (2-3307b-3). and shall have sllprerlstant SYlfbCCS. A 60-.inlermedinte landing is required at maximum clevation change of 30 and 72 landing at each change of direction (oler W). (2-3307d-1) Landings are required at top and bottom of ramps. (2.230id-1) Bottom landing shall be minimum of iZ- in the diiation of travel. (Fig. 2-33-11A) g. Top landing shall bc Bo" I 60" minimum. (2-330id-2) h. When door swings onto top landing. minmum depth of landing required is door width plur 42". (Fig. 2-33-llA) Top landing shall have 60" min. width when door wings onto the landing. with 24" on strike side of dmr at exterior nmp. or 18" at interior ramp. (2-330id.4) f. b . C. d. g. h . e. f . f. CURBRAMPS i. Curb ramps shall be located wherever pedestrian path crouc~ curb. (P-iIRla) Curb r8mp sh8ll be 48" min. width (2-7103b) with maximum slope 01 I in 12. (2-7103~) C. A level 48" min. depth landing l required it top of curb ramp over entlre curb ramD width. (2-7103d) b. I. j. Ramp hsndraf! arc required on each side 01 ramp, when rlope exceeds 1 in 15. (2-3307~) d . If no landing ir provided. the slope of nard slda shall not u. md 1 In 12. (2.i103d) k. Ramp handrail shall be antinuour. l&td W-3- in height e. Surface is to be dip raltant. (2-71031) ah ramp stirface. with 12" utcnrions beyond top and bot- tom, and the e& returd. (2.33Oie) lmtd at top and sida. (2.7lOJh) 1. Handraikshallbc I.%"to9"crmcrction.1p.calmin.dI-~~ m . A 9- htgh curb or whd pule rail ccn!ered 3- pl&mhnn 1- above nmp surfiee ir rqufd on both sida where& othu. 1. BordcrmuYfngsshalIbel~wideof %-x %-p-. %'.p.r(, .. from wdl. (2-33Die) . I be aalplea to provide ae. ~ .'-: ~. ths Of tnvd ~, '.' ',: . , , , & bovndd when nmp e& 10 in I=&. ' tepdslrian ' ' (2330ih) SPECIAL ACCESS LlFlS a. Ufu may h Drwlded between Iwcb. in lieu ol devator. when ., b.. Wal&rloplnggrmter thanS% (I Inso) mustmmplywlthramp rqulremcnu d wet. 2-3307. (S33Jur: e. Walk rldth shall be 0' mlnlui. I2-3325al. an4 shill haw sltp-nslslml swfacts I1 th1l descrlbcd IS I the ve&d dkam between Iandlngs. rt~ct~rd dwtor. ~NC- turd dalgn and rafegusrdt are u allowed by the StatcdC.lifor. nia. mot. 01 Industrid Rdationc. Div. of OrmDstlond Sdetv rdtu iilted flntih. ad HAlth. (2-51061) 8.. HhRDS 8'. FLOORS ' ' 1. provide 80" headroom lrom walkw.y surface to any overhang. ing obstruFtion. (2.3326b) Headroom 01 80 minimum shall be msintained for walh, cor. ridors. ahl~. elc. (2.5221-2) Protruding objccu with leading cdgs between 2i"md 80 above finished floor shall not protrude more than 4" into wdh, cor. ridon, tic. (2.522f.l. Fig. 2.5.7) Objects 4th protruding edges below 27" above finished floor may protrude any amount. (2.52?1-1) Free standing objccts mounted on posts betwcm 27" and SO above the floor may project a maximum of 12". (2-5221.1) Abrupt changes in level ermding 4" adjaeent to \valks. csmpt between wdlu and adjacent streets or driuu. shall be idmtificd by 6" high warning curbs above walk surface. (2.3326.) b. c. d. e. I. AND CORRlDORS . Ail primaryentraneesto buildings shall bc amrribie tothe hm- f dicapped. (2.33011) f All rcqulred pass~ge doors shall have 32' clew opening at 90. 9'. trance width requircmcnt. (2.3304e.3) f Threshold shall be no higher thnn %' above the floor. Edge to be beuelcd with a slope no greater than 1 in 2. if more than %-. (2.3304h-1. Fig. 2.334) Exterior level itnding may slope up to $6" per foot in nny dircc- (36' door). (2-3301.-1) A( least one of a pair of doors shdl meet the min. 32" clear en. 9 tion for surface drainage. (2-413) I. Door hardware hall be of the lev r or ush ' mounted 30" to 44"nbove th:floor and bc opeL~lc :,tth :ex. cffurt of 8.5 Ibr. for exterior doors nnd 5 Ibr for interior doors. (2.3304c-l. 2.xmi.z) tvew SBn4/c 2,. txwt m ~JJ. tm 5ht. - !-h&du-vr SCh. /. The lo2rtl$ oi the door shall be of siwth. pirnc surfme (no rcccs or trap) except at automatic and sliding doon. (2-3JOlm) . Building entrance(s) shall be identified by sign with the Inter- ? natlonal Symbol of Accessibility. Show location on the plan. (2.522b.7) The symbol shall be a white figure on blue background. (2422b-2) f. At turnstile. prmlde an a,- gate, 32- clear width opening. ,$ There shall be a clur area on each side of door. 60- deep in direc- tion of door wing and 44- deep in opposite direction of door swing. (2-9304h.2) ng ride of the door rhan extend r doon and 18" past rtrlke jamb within 30 feel of turnstile. (2.U04n) the rpace betyeen them. (2-3304hW Corrldon hll cupsnt load. (2-3305b-1) For corrldon over 200 feet long. see rpeeid rqulrements of kc. I* 2-3305b-2. (Flg. 2.33.B) minimum In wid& or u required by oc- a. Floorr of a given story shall be 8 mmmon level throughout or shall be mnnuted by pcdertrian ramps. passenger elevators, or special am= lifts. (2.522~) d. STAIRWASS / I. Ired ad1 have smooth. rounded exposed dgu and be dip rsk. lant. (2.3306s.1) b. Nosing shall not project morc than 1Yr" put face of the riser below. (2.3306~2) e. Risers shall be sufficiently solid. (2.3306s.3) d . The upper approach and lower tread of each flight of stain shall be marked wittin mntrutingmlorcd strip 2" in width. (2.Wr) On utcrior stairs. each tread shall be marked w noted above. (2-3306,) Handrails are required on each side of stairway. (2.3306j.2) Handrails *ill be located 30 to 34" above nosing. utcnd 12" beyond tip riser and 12" plus tread width beyond bottom nm. ing and returned to wvlilnewcl post. (2-3306j.2) Handrails shall be 1 'A" Lo Y in gripping cross section and 1 %- clear of wJi. (2.3306j.2) e. f. g. h . 1 . ELEVATORS a. b. See Chapter 51 of UBC for car size. P-ngnelevators in building other than thosclistcd in Chapter 51 of UBC scwinu-an oceupvnt lord of more than 50 shd have a car size 68" wide by 51" deep with a mi". dcar opening width of 36". (2.5i03m.2BL) Piurcngcr clev~ton in buildings other than thw listed in Chaptn 51 oI UBC swine an occupant load of 50 or less shall have J P c. car size of %':wide by %"deep with a minimuin clear opening width of 32". (2-5103m-2B2. 3) d . Rated Braiile mrrking and Arabic numerals arc rcquid on mn. trol buttons nnd door iambs. (2-51Wm) SANITARY FACILITIES . TOlLET FACILITIES ACCESS a. Hhn located on iccdble floors. sanitary Iscilities shall h m& acrrrslble to physically handicapped. (2.511a.3) b. Doorra)~ shall have 32" minimum clear width. (2.511a.5A) e. There shall be a level area with 60' clear depth in the direction of the door swing. and a level area with 44" clear depth In op- posite direction of door swing. (2-51la-5B) 4. MULTIPLE ACCObIODATlON TOILET FACILITIES i" . a. Provide clear area 60' diameter I 2i- high . or clear rpam 56- I 63" i Zi'high. (2.511a-6A) b. Doorr (other than hondlnp mmpartment) are nu to encroach more than 12- Into above mentbd dear space. (2411a-M) e. Prd& 28- dm space hi&n water dom and fixture or 32- ~NI space between water cld and wall. (2-511a.68) d. A4S"longcIearspace brqulredinImnlofw~tercld.A60' clear space b rquired when the IoIle~ mmpartmcnt hw a side door. (2.511a.6B) e. Water closet compartment door to provide 32- clear wMth lor end entry and +- clear width for side entry. Door to h self. clalng (2-Slla.8C) b. hlinimum clear space in front of wter closet shall be 48". (2-51 1a.7. Fig. 2.5.1A) E. In an existing building. a single accommodation toilet facility may have a space 36 vide a 48" long in front of water cloKt. (2.511a.i. Flg. 2.5-1'2) /I 14: CRAB BARS AT WATER CLOSET a. One 81 side 42 long extending 24- in front of *iter closet: one at rear 36-long centered on water closet: both mounted 33- above floor. (2.5IIa.SA) 68,s shall be I!+- to I %- in dinmelcr with I %" clearance to udl. (2-511a-8B) Bar fasttncrs and mounting support shall be able to withstand 2.9 Ibr./ft. in bending. shear and tension. (2.511a-8C) b. v 9 9. c. 15. WATER CLOSET a. Height of water closet seal shall be 17' to 19- above floor. (5.1502) b. The force required to activate the flush vnlveshull be 5 Ibs. max- imum. (5-1502) 16. RISALS Where urinals arc provided. the rim of at leut one shall project 14- from the wall and be l~~nted li" maximum above floor. (5-1503.) b. The force required to activate the flush valve shall be 5 Ibs. mnx- imum and located 44" maximum above floor. (5-1503b) C. Provide 30" x 46 clear floor space far forward approach. (2.51 Ib-4) b. t d. e. h Provide 30' I 48- clear floor space for forward approach. Ssid clear floor spam may include knee and toe space under lnv.tory dacribed below. (2-511b.lA) Provide dear space beneath Iwntorlcs ZD" high by W wide by 8" deep (knee space) 8nd 9- high from the floor by 30- wide by IT deep from front of lavatory (loe space). (5-1504.) Hot watcr and drain pipa under lawtoria shill be insulmted. (5-15Mb) Faucet contmls nnd operntlng mcchanism (operable with onc h8nd) shall be of the type not requiring tight grasping, pinchinn or twisting of the wttt and an operating for. not ermding S I& plsole) .:; &&diGn.gvdm'io mnalnopolroratinn IOaFon&. (SISO~~? . . .. -. 3. a. One such fdity shall comply when provided for the public. clients or employees. (2.511a.9) b. Shower compnrlmcnt shd be 12" wide. 48" dccp, with a 36" wide entrance. (24lla4AI) c. Note on the plans that the hnndicappped buthing fvcilitiesshnll mnform to requirements of Sect. 2.51 la-9.5-1505.B and 5.1506. CESERAL REQUIREMENTS jh. DRINKING FOtiNTAIN a. The alcove in which the water fountain is located shall be not Inr than 32" wide by 18" deep. (2:Sllc. Fig. 2-54) b. Note on the plans that drinking fountain shnll conform to re. quiremennu of Sec. 2-511c and 5-1507. 2 . PUBLIC TELEPHOSE a. Provide space 30 x 48" for forward or parallel approach to telephone. (2.511d2) b. Note on the plans that public telephoner shall conform to re. quiremennu of Sec. 2-511d. lI B 2 .' ELECTRICAL REQUIRESIESTS a. 15. 20 and 30 amp. rmptde outlets shall be installed not lar than 12'' above floor. (3-210-5De) b . Center of witch shall be located not lnr than 36- nor more than 48" abovc the floor. (3.380-8c) If energency warning systems are rtqulrcd (in bulldlnps rtgulitcd by the office of the State Archltcct). they shall activate I mans of xamlng the hearlng Impaired. Flashlng vlsuat uarnlng.shil1 haw a frequency of not .ore than 60 flasher per alnute. 2-7204. C. Section CROUP A OCCUPANCY REQUIREMENTS AUDITORIUhlS. ASSEhlBLY HALLS, THEATERS. ETC. a. katlng and toilet facilitler for the handicapped shall be ampi. ble from the main lobby or primary entrance. (2.611b.1) b. C. Thhis dructure qulra (2-61 lb-IAl) wheelchslr sestlng spscs. Date1 G-s~fq Jurisdiction Car\* ka4 Prepared by: 0 Bldg. Dept. VALUATION AND PLAN CHECK FEE dsgil - PLAN CHECK NO. ch-g4-7d&m BUILDING ADDRESS 16 aR.9 dUL. APPLICANT/CONTACT *PI-& arch. PHONE NO. 721 - QboL BUILDING OCCUPANCY -5-6 DESIGNER PHONE - TYPE OF CONSTRUCTION T-.d +r. R PHONE - SHEET (lj OF 0 , 12/87 ~~.~. .... ... . . . ENGINEERING CHECKLIST aJ Y 6 6 -2 -a4 7 Item Complete Date: Plan Check No. 840702 Project Name: e &#& Item Incomplete - Needs Your Action Project Address: &/'& 7m 4@. 1,2,3 Number in circle indicates pla nc hec k By : number that deficiency Field Check Date: .. was identified z LEGAL REQUIREMENTS > Site Plan am .- .- .- aJ 1. Provide a fully dimensioned site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed 000 structures, streets, existing street improvements, right-of-way width and dimensioned setbacks. do 0 do 0 do 0 wo El 40 0 do 0 do 0 do 0 do 0 do 0 do0 OD0 2. Show on Site Plan: Finish floor elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes, driveway and percent (%) grade and drainage patterns. Provide legal description of property. 3. 4. Provide assessor's parcel number. PERMITS REQUIRED Grading 5. Grading permit required. (Separate submittal to Engineering Department required for Grading Permit). Grading plans in plan check PE 6. 7. Need the following completed prior to building permit issuance: A. Grading plans signed. 6. Grading permit issued. C. Grading completed. D. E. Grading inspected and permit signed off by City Inspector. 8. Right-of-way Permit required for work in public right-of-way (e.g., driveway approach, sidewalk, connection to water main, etc) . 9. Industrial Waste Permit application required. To be filled out Certification letter and compaction reports submitted. completely and returned to Development Processing. FEES REQUIRED 10. U 11. 0. 12. 0 13. 0 14. 15. cl 0 0 16. Park-in-Lieu fees required. , Total Fee: - Quadrant: - , Fee Per Unit: c_ Traffic impact fee required. Fee Per Unit: - , Total Fee: &a uG' . Bridge and Thoroughfare fee require . Public facilities fee required. Facilities management fee required. Fee?*L3@ . Fee Per Unit: - , Total Fee: $ &qqe. Additional EDU's requi ed: 6.13 Sewer connection fee: 8,663 e Sewer permit no. Sewer lateral required: &- O.K. to issue: - - . Date: 720 I / If you have any questions about any of the above items identified on this plan check, please call the Development Processing Department at 438-1 161. don do0 @d $100 G+ s-3 -p lISl[ PLANNING CHECKLIST 212 -tZo- 19 Plan Check No. 9 9 -702 Address As+.? QfLv'tr\ c.t. Type of Project and Use &I t3&,U Lv/ TE- 1 Zone c M (<p lg 03 - - I - Use Allowed? YES Y! NO . Setback: Front Side Rear - Facilities Management Zone 5 School District: San Dieguito - Encinitas - - Carlsbad - K San Marcos YES - NO __1L Type - YES - NO 3- YES NO - Discretionary Action Required Environmental Required Landscape Plan Required Comments Coastal Permit Required YES - 2560 ORION WAY CARLSBAD, CA 92008 TELEPHONE (619) 931-2121 Citp of &arl$bab FIRE DEPARTMENT PLAN CHECK REPORT PAGE 1 OFJ PLAN CHECK# hiizzd APPROVAL OF PLANS IS PREDICATED ON CONFORMING TO THE FOLLOWING CONDITIONS AND/OR MAKINQ THE FOLLOWING CORRECTIONS PLANS, SPECIFICATIONS, AND PERMITS Provide one copy of: floor plan@); site plan; sheets Provide two site plans showing the location of all existing fire hydrants within 200 feet of the projeq. Provide specifications for the following: ' - 1. - 2. - 3. -4. & alarms, hydrants). Plan must be approved by the fire department prior to installation. - 5. rmlts are required for the installation of all fire protectlon systems (sprinklers, stand pipes, dry chemical, halon, The bbslness owner shall complete a building information letter and return it to the fire department. FIRE PROTECTION SYSTEMS AND EQUIPMENT - 8. The followlngflre protection systems are required: 0 Automatic fire sprinklers (Design Criteria: 0 Stand Pipes (ly e ) ) ) ) 0 Dry Chemlcakpalon, COz (Location: 0 Fire Alarm (Type/ \ cation ,: - 7. Fire Extinguisher Reqyments: One 2A rated ABC ex logutsher for each 0 Anextinguisher with a minimum rating of sa ft. or portion thereof with a travel distance to the nearest to be located: extingulsher not to exqed 75 feet of travel. 0 Other: Additional fire hydrant@) shall bebrovlded - 8. EXITS during business hours" shall be placed above the main exit and \ Exit doors shall be openable from the A sign stating, IC This door to remain - 9. -10. without the use of a key or any special knowledge or effort. -11. EXIT signs (6" x %" letters) shall be placed ovh,all required exits and directional signs located as necessary to clearly Indicate the location of exit doors. ~, GENE% -12. -13. Storage, dispensing or use of any flammable or comb tible liquids, flammable liquids, flammable gases and hazardous chemicals shall comply with Uniform Fire $de. Building(s) not approved for high piled combustible stock. Stotgge in closely packed piles shall not exceed 15 feet In height, 12 feet on pallets or in racks and 6 feet for tires, plaN!cs and some flammable liquids. If high stock pil. ing is to be done, comply with Uniform Fire Code, Article 81. , 2, fi) I rfAzr IC \ \. 14. Additional Requirements. :.!I' I ?P/ L /A2 I I,, ./ I4 ' I? 5 i I2 f3 7 pnu I, Gr + <I 7 3 - - c WI\7+ f A n2 P,, -15. Comply with regulations on attached sheet(s). Plan Examiner Date ,!J ),I! [R 1 uyc \ -Attach to Plans - Report mailed to architect -Met with ~ i f 2560 CA-. ORION - - . - WAY - . - __-- / Citp of Carle'frab FIR E DEPARTMENT RLSEAD, CA WUUU TELEPHONE (619) 931 -2121 . .. ~. , &. ~ . .. L PAGE 1 OF/ APPROVAL OF PLANS IS PREDICATED ON CONFORMING TO THE FOLLOWiNG CONDITIONS AND/OR MAKING THE FOLLOWING CORRECTIONS: PLANS, SPECIFICATIONS, AND PERMITS Provide one copy of: floor plan@); site pian; sheets Provide two site plans showing the location of all existing fire hydrants within 200 feet of the project. Permits are required for the installation of all fire protection systemr&&M&, stand pipes, dry chemical, halon, COI, alarms, hydrants). Plan must be approved by the fire department prior to installatlon. The business owner shall complete a building Information letter and return It to the fire department. FIRE PROTECTION SYSTEMS AND EQUIPMENT - 1. - 2. LL 3. Provide specifications for the followlng: f IY I I /), th, dL-5 Fsn ,jt TC c ib,.c Pifri r/< & 4. - 5. -- __ 6. T e followlng fire protection systems are requir d + $Automatic fire sprinklers(Des1gn Criteria: /"i : ) Dry Chemical, Halon, COz (Location: 1 0 Stand Pipes (Type: ) 0 Fire Alarm (Typellocation: ) 7. Fire Extinguisher Requirements: *ne 2A rated ABC extinguisher for each &2@20sq. ft. or portion thereof with a travel distance to the nearest extinguisher not to exceed 75 feet of travel. 0 Anextinguisher with a minimum rating of to be located: - 6. Additional fire hydrant(s) shall be provided EXITS - 9, -10. Exit doors shall be openable from the Inside without the use of a key or any special knowledge or effort. A sign stating, 'I This door to remain unlocked during business hours" shall be placed above the main exit and -11. EXIT signs (6" x %" letters) shall be placed over all required exins and directional signs located as necessary to clearly indicate the location of exit doors. GENERAL x12, +13. Storage, dispensing or use of any flammable or combustible liquids, flammable Ilqulds, flammable gases and hazardous chemicals shall comply with Uniform Fire Code. Bulldlng(s) not approved for high piled combustible stock. Storage in closely packed plies shall not exceed 15 feet in height, 12 feet on pallets or In racks and 6 feet for tires, plastics and some flammable Ilqulds. If high stock pil- ing ls to be done, comply with Uniform Fire Code, Article 81. - 14. Additional Requirements. -15. Comply with regulatlons on attached sheet@). Date 7// $/ k.7 Plan Examiner / -Attach to Plans \ - Report mailed to architect -Met with - Citp of &arI$bab 1 2580 ORION WAY CARLSEAD, CA 92008 TELEPHONE FIRE DEPARTMENT (619) 931-2121 PLAN CHECK REPORT PAGE 1 OFL APPROVAL OF PLANS IS PREDICATED ON CONFORMING TO. TH.EF.oLLO~w.l.NO C.oN~DITio~NSAND,oR .MAK,.N~. - THE FOLLOWING CORRECTIONS: PLANS, SPECIFICATIONS, AND PERMITS Provide one copy of: floor plan($); site pian; sheets Provide two site plans shawlng the iocatlon of all existing fire hydrants within 200 feet of the project. Permits are required for the installation of ail fire protection system (sprinklers stand pipes, dry chemical, halon, COz, alarms, hydrants). Plan must be approved by the fire departm an::liation. The business owner shall complete a building information letter and return it to the fire department. FIRE PROTECTION SYSTEMS AND EQUIPMENT I Provide speclflcations for the following: PI ,A,/ /),, >&,-,, - < c ,"/L J '{,4 ,( r!>5' L4 a< ./ The following fire protection systems are required: 0 Stand Pipes (Type: Fire Extinauisher Reauirements: Automatic flre sprinklers (Design Criteria: L" JbW /gJT/ LA - %, ) Dry Chemical, Halon, COS (Location: ) ) 0 Fire Alarm (TypeILocatlon: ) 'g '$Zone 2A"raIed ABC extinguisher for each a sq. 11. or portion thereof with a travel distance tothe nearest extinguisher not to exceed 75 feet of travel. 0 Anextinguisherwith a minimum rating of to be located: - 8. 1L 9. IrlO. -11. -12. -13. ,* 14. 0 Other: Addltionai fire hydrant(s) shall be provided EXITS Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. A sign st ting, " This door to remain unlocked during buslness hours" shall be placed above the main exit and EXIT slgnS (6" x %" letters) shall be placed over ail required exits and directional signs located as necessary to doors clearly indicate the location of exit doors. {/I-.> I I ~, I i,, ,?I,,/b 1' et'.\/ 4r-J-7c-R,4,>7\ .x?/,l,(A pJ(- T,//.?, /2-/,3 J, rT -- . I GENERAL Storage, dispensing or use of any flammable or combustible liquids, flammable liquids, flammable gases and hazardous chemicals shall comply with Uniform Fire Code. Building(s) not approved for high plied combustible stock. Storage in closely packed piles shall not exceed 15 feet in height, 12 feet on pallets or in racks and 6 feet for tires, plastics and some flammable liquids. If high stock pil- ing is to be done, comply with Uniform Fire Code, Article 81. Addltlonai Requirements. -. I - nu, A - ALL/ of ./?/LJ. L/ dLlA>/LI%./sa 2 rbu, /f 7r.7) E?< /' 2) ?Zh", hC~ - 34??/2,., ,~?> KC?/ ~2, x ,- +cl/7 &'V.7Tl."ILI* <>A z. ,,I C<&L. ?L Ae/ p/fi -z/< /< F ?,> &T. -. c +_.I^ :/ -15. Comply wlth regulations on attached sheet@). Plan Examiner - . , fl A de- oat0 6 AT,/ 8 9 \ -Attach to Plans \ '\ - Report mailed toarchitect __Met with r -4 June 27, 1989 Esgil Corporation 9320 Chesapeake Drive, Suite 208 San Diego, CA 92123 RE: JURISDICTION: City of Carlsbad PLAN CHECK NO. CB-89-702 PROJECT ADDRESS: 2015 Aston Avenue PROJECT NAME: One Story Tiltup Office Building Gentlemen: 4. See Sheet A1 under Consultants. 5. See Plans. 6. See Sheet Al.(Grading Permit is not required). 8. See Sheet A2 'Project Summary". 10. See note on Floor Plan Sheet A4. 11. See Sheet T1 rooms 132 and 133. 13. See Site Plan on Sheet A2. 19. See attached Grading Plan. 21. N/A. 155. See letter on T-5 giving block A 314 hour rating. 157. See Sheet TIM-1 FD indicates fire damper. 159. See '0' on T-6 Suspended Ceiling to be Class I flame spread 160. Per Table 42-A and 42-8 Suspended Ceiling can be Class I flame spread rating. 163. See Sheet E-2 Light Fixture E as shown is EXIT sign. Esgil Corporation June 26, 1989 Page 2 164. See Sheet E-2 under legend. 188. See 'G' on T-6 and Plan. 190. See keynote 10 on Sheet A9 for I.C.B.O. No. 201. See Note on A2. 204. See Structural comments 205. See attached letter. 214. See note on A2. 216. See note on A2. 234a Per Structural 234b See Detail L on T-6. 234c Per Structural. 234d Per Structural. 234e Per Structural. 259. Revised grid line on A7 to match. 266. Per structural. 283. See Sheet A-3 and additional comments. 288. Revised elevations to match see Sheets A4, A5 and A6. 289. Shown on A4 along grid line 9. 290. Revised see A9. 291. 10 & 15/A-10 shown on Sheet A6, Glazing Elevations, 8 on A-11 is reference from detail 7 on A-11 and 15 on A-11 is reference from detail 13 on A-11. 292. Interior columns shown on Sheet A-4 and S-5 columns located in wall do not apply to T-1 plans. ENERGY A. See CF.1B E. See CF.1B Esgil Corporation June 27, 1989 Page 3 Energy Continued: C. See CF.1B. D. See CF.1B. E. See CF.1X. F. See TIM-1. G. See plumbing plan Sheet P-3. ELECTRICAL 5. See Sheet E-5 single line diagram 42,000 AIC. 7. See single line diagram 'JNN' shown. 14A. Relocated panels 'A' and 'B'. 15. Panel schedules on Sheet E-4. 20. See load recap on Sheet E-5. 27. Fixture type 'A' is master slave. 28. Revised HVAC schedule to correspond to TIM-1 schedule. HANDICAP ACCESS/T-24 7. See notes on Hardware Schedule Sheet T-1. 14 thru 18 See Sheet T-5 Restroom Plan/Interior Elevation. Also see A-3. 19a. See Hardware Schedule on Sheet T-1. Sincerely, Karl Voigtlander Project Manager .- STRUCTURAL CALCULATIONS FOR CARLSBAD RESEARCH CENTER prepared for RLA 1120 Sycamore Ave., #2B Vista, CA 92803 prepared by WHUBE, INC. 150 El Carnino Real, Suite 206 Tustin, CA 82880 (714) 838-3068 STRUCTURAL ENQINEERS +21uo 8E wmy (619) 231-4919 INDEX ITEM GENEm CALCULATIONS VERTICAL DESIGN LATERAL ANALYSIS FOUNDATIONS PAGES 1 - 12 13 - 16 17 - 20 21 - 22 L ..... ............ ~. . .......... , ........... .. ..... * .. .. . ~ ~~. . .. ~ ~.~ . .. 'I EMBER 2x4 2x4 2x4 2x6 2x6 - - . . .~ . ~ . . .. .~ . SUB-PURLIN PmIN "L" "W" .lbs/sq.ft. SPACING SPACE fh A = L/240 A= L/18Ol f.. 8' 7.71' 66.2 35.2 46.9 87.7 16 I 24 I 8.' 7 .7ii 44.0 23.4 31.2 58.3 16" 10' 9.71' 41.7 17.6 23.5 68.5 16" 10' 9.71' 88.0 68.3 91.1 111.7 24" 10' 9.71 58.5 45.4. 60.6 74.3 _- .- -- - ._ I, - 9.57'. 10.57' 11.57' 12.57' 13.57' /- 507.3 6-76.3 376.5 502.0 287.1 382.7 223.8 298.5 i 177.9 237.2 418. '343. 286. 242. 208. 20.57' 218. 190.9 254.5 MEMBEl - 4x8 - . . .. 4x10 333.5 4x12 BEAM SPACE :.14 ' 15' 16 ' - 17'__._ 18' ,18 ' -19 ' 2-0 .- 21' . . .. . PURLINS 13.57' 338. 14.57' 293. 15.57' 257. 16.57' 227. 17.57' 202. 17.57' 298. 369.5 492.7 298.5 398.0 244.6 326.2 203.0 270.6 170.2 227.0 259.4 345.9 221.6 295.5 fV 1- -- 480.5 429.2 387.7 353.6 ' 325.0 ~~ 426.2 393.5 365.4 -341.1 319.8 397.2 373.4 352.3 . . . ... . .. .~. -. . . ... .. ... ~oj,+ LAGLS~AP . -. f .* t ..... .I: ..... ... ~ j &,I PANELIZE~ ROOF (DF.NO.1) . ' ! -% 6% .... .... .... ... .. ........ ....... &l ! .... .. I.. ....E.&.- . *-&&-GG. .. i .. . -. ..... .. I..... .) .. 1 ! I ... 1 .. ... ! .... i :I .. ... IC- --. I . __ .. ... I ....... ..... , I . . . ...... .. .... .. I ;PURLINS CONTINUED ' i t ~~ ~ .. 42l572 ..: 1 23'. .. i22.57' .. 123.57' 25'. .. 124.57' ... ... ... Ls.311 .. .. . .26.57' 1 i I '.I. ..! I --*-W--lbsjLinear-Ft. -- -- f, la= L/2401A= L/180( f, 334.3 362.1 482.8 302.5 311.8 415.7 275.1 -270~4- 360;6 251.3 236.0 314.7 230.4 I 207.3 276.3 422.5 399.5 379. i 360.f 343.7 479.8 421.3 259A 42% 294.1 444.1 422.C 401.3 383.6 -35 7. (I 351.7 I ., I..; i , .......... .... I .. .., . .~ . .... .I,. ... ; ... , .. .. .. .I. .. 1.. ! .. .. I.. .... .... .. - -_ I i .. ! i ... .. I .. .. .. '.I I ! ! I , i I ! I .. .. .... .. ... ........ .-i . . ... ..... ..... ... ... .. ... ... . .,. .. .. .. .. .. .. .... ... ...... .. ~. .... ... __- .. ~- . . J P CDNDITION A (with ceiling): D.L. = 15.0 psf CONDITION B (w/out ceiling): D.L. = 12.0 psf LIVE LOAD = 20.0 psf FOR L L 25' 16.0 pSf FOR L 525' MAX DEFLECTION = L/180 MFGR.: WILLAMETTE i 534 SERIES 544 SEIU 14" 14" 16" 16" 16" 14" 18" 16" 16" 16" 20" 18" 18" 16" 24" 20" 28" I 26" I 26" I 24" i 30" i 28" I 28" i 26" 32" I 30" I 30" I 28" E3 - t- SSI JOIST PURLAM (24001 434 I 435 I 445 24 Width I3+ Width SPAN A IB 1 AlBl AIB A I BIA I B CONDITION A (with ceiling): D.L. = 15.0 psf CONDITION B (w/out ceiling) : D.L. = 12.0 psf LIVE LOAD = 20.0 psf FOR LL25' MAX DEFL. = L/180 = 16.0 psf FOR Lf25' MINILAM (2000) 3f Width A I B v- 18'1, 1% rn * ' ' 1% I ' . 8 ~ . I : '16 L .. 20" 315 301 291 294 291 288 284 276 t.268 I 264 .'.260 251 246 236 226 :?eo :.272 !.255 i 68 718 56 . 53 l/& 49 919 46 * 42 39 v+ 35 rfb 30 u ' 26 23 r/b 20 'fc 18 16 ' 14 ' 13 '1% - H 0 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 22 24 26 28 30 32 34 36 38 40 - - 93 80 71 74 71 67 63 60 56 51 41 42 37 33 30 27 22 18 16 - STANDARD PIPE 03LUMNS & BASE PLATES A36 STEEL K = 1.2 = t.3 x 2000) (2) = 1200 psi fp (allow) = .3f; (=/AI) 11s 9 = % VU " ll vu SI, " ' 5fb '1s @I%' - " 3" $ 121 107 104 101 98 95 91 87 :83 79 75 70 .66 61 56 50 '42 .35 30 25 22 .O" I 48 35 32 29 25 21 17 12 11 9 8 15 31" $ 10" x 10' 58 45 42 39 35 32 28 24 20 17 15 13 11 10 - 4-q 5" d16" 7 12" x 12' 12" x 12 14 x 14' 16" n 181 167 164 161 158 154 151 147 143 139 134 130 125 121 116 111 100 89 77 66 58 51 45 40 36 32 - - .6 - fl I . I . . . . . . I Y8 . L I /b lU . I fu /& Is 1 - 18" 257 242 239 236 2 32 22 9 225 22 1 217 213 208 204 199 194 189 184 174 163 151 139 126 112 99 89 79 72 - - 20 - IYI . " " . " . I '/s I II ' a a ll . . . I llb . . '/s ,I* 'It . - ,-.__ ., - . .- .. ... ........ .. .......... , . i~- .. ...... __. . $ ._ P e .... -- P ....... P . ~ .,- 3 ~.-. .... -1 B r_ ....... .. .- . .- . ._ ~. . .. .. -.- . .. ., ....... . -. ... I-.: .. - ....... ~, . . ....... . ~ *.. ... i.l....._ ........ - .-- ...... ........ < .. ... .. .... --- -- -- - ---__ ... .... ... -. ........... ... ..... - ..... ........... - -. -. ... ........ .~. .. .. .. .. .. .. DOHUBE, INCa Structural Engineer 0 Page 7 Sheet 67 Des. Chk. WPr - Date : Job 68 -66 ....... ..... .... ....... .. .. ...... .. .. - .... ... ........ I. .. v:2.%7 ... .... .......... .. __ .... .. .... .- ...... ... .. .. _. . .. .. ... - ... .-. \ /- I \ CONCRETE WLL WN€L DESIBN- bin0 th. SEROC method 314 REVERL.. 6 TRIB-14'. .H-17' INPUT 1 UNSUPPORTED PWEL HEIWT-'Lu* IFT. )-. . . . . . . . . . . . . . . . . . . . . . PANEL THICKNESS- 1 T* (IN. )-. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5.50 LENQTH OF UFLL IXNSIDERED- *e* ~FT. )I .... i ................. SUPERIMPOSED VERTIa SERVICE DL (KIPS>- ....... ...... .... 0.1e BVDERIWOSED CFRTICN. SERVICE U iHIPE)-. ., ... . . . . , . . . . . . 0.kBO MRAPET HEIQHT lFT.)-..................................... 3.00 17.00 1.00 BElfiMIC FACTOR- *ZICp*=.............................-....- UNIT SERVICE UIND LOAD lPSF)-............................. CMICENTRRTED SERVICE BEIS. LOIU) IKIffi).................... CUJCENTRRTED SERVICE UIND LMD (KIPS)-.................... DIOT. FRDM BOT. SWPDRT TO CONCENTRATED LMD (KIPS)-. . ULT. COMPRESSIVE CONCRETE STRENGTH- *FIE* (PSI)-.......... SRRDE OF REINF. STEEL- 'Fy' IKSIl-........................ nlnT Cmr*l -I-. Tn CXF W COWPRESSION -.- 'd' (IN.). .......................... RESULTS, ' WSE 11 DL+U MLk TOP OF WLL IFT-KIPW-.......................... Ih- TOP IS UFLL IFT-MIPSI-........................... as. REYD. 0 TOP 180. IN. I-..HI.H.H..*.**.**O W WD-HT. OF PRNEL lFT-KIPS)- ........ . ........ .... Mr. IIID-KT. OF PWEL IFT-KIPBt-. . . . . . . . . . . . Wm REO'D. 0 MID-HT. (SO. IN. I-.nnn.HOC*~o.s P~NEL reLm SERVICE LWW (IN.)-.................... 0.300 22.00 0.000 0.000 0.00 3ooo. 00 so. 00 : E.38 6.00 0.000 12.75 0.75 0.37 0.37 0.035 0. a4 0. a4 0.053 0.033 5%" Thk. Y4 @ 16" o/c Vert. at cl = 2-3/0" #4 @ 16" o/c Horiz. (Typ. U.N.O.) At Shear Walls: $4 B 14" o/c Horiz. .I ., . I .. I - ... J 0 CONCRETE u(vL ML DESIeN- hinp kho SE- Wthod 3/k REMAL..P-eO.O..W17' INPUT I UNSUPPORTED PRML HEIW-*Lu' IFT. )- ...................... PANEL THICKNESS- *T* (IN. )1. ...................... .:... .... . LENGTH OF YCILL CDNSIDEREP- 1B'IFT.II ...................... SWERIllPOSED VERTIIXL SERVICE DL IKIP8)- .................. WERICIPOSED VERTICRL BEERVICE U IUlPSl- .................. PRRAPET HEIGHT 1FT.)- ..................................... SEIBMIC FnCTQR- .ZlCo'r ................................... 17.00 5. so 3. on 10.000 10. Qoo 3.00 0.300 ~~~. ~~~~~ ~~ ~~ ~~ UNIT SERVICE UIND LWD IPSFI- ............................. e2.00 CONCENTRRTED SERVICE SEIS. LDRD (KIPS)- ................... 0.000 CQNCENTRATED SERVICE UlND LOOD (KIPS)- .................... 0.000 DIRT. FRQM BOT. SWWRT TO CONCENTWTED LDRD (HIPS)-...... 0.00 ULT. COMPRESSIVE CONCRETE STRENQTH- *F'c* (PSI)- ......... .1ooo.OO GReDL OF REIM. STEEL- 'Fy' IKS1l- ........................ 60.00 DIST. FRQM REINF. TD FACE OF COLIPRESSIDN CDNC.- 'd' (IN.). 3-50 nDD'L. PnNEL UT. +UT CIlVSIDERED IN LENGTH '81 lK1PS)- ..... 0.000 ECCENTRICITY OF VERT. SERVICE UWID- I.* (IN. )- ............ 0.00 ~~ ~~~~ .... -. ......... DIST.. ~OVE BQT. BLPWRT UNDER CONSIDEWTIW IFT. I-.. ..... ie.75 DEPTH OF RELEAL OR DEPRESSlDl (IN.)- ...................... 0.79 CASE I, DL+LL IWI TOP OF WILL IFT-HIPS)- .......................... eO.67 TOP OF UALL IFT-KIPSI- ........................... e0.m REO'D. TOP 160. IN. )-..H.O.40.*.***.*.0.* I.S?& IL* D MID-HT. OF WL IFT-HIPSI- ..................... e.14 M- c MID-HT. OF PRNEL IFT-KIffi)- ..................... Pe. 17 R.O REVD. MID-HT. (80. IN.I-H.O*HI.O*~*** L4k3 PWEL DELTn BERVICE LDRDS (IN. I-. ................... 0.941 ' IXSE 11s DL+LFilERRL Wnar (FT-KIPS)-. ......................... 1O.a (SEIS Bovs) . M-I IFT-HIPS)- ...................................... 10.31 PANEL ELTR 0 SERVICE W (IN.) ..................... Lek4 MU" IFT-KIPS)I ............................ 11.30 (E16 8w6l Mrx IFT-KIPSI- ........................................ 11-41 RED* D. (sa. IN. ~-...................~..oo.* o. 6Le RWEL DELTA BERVIQ LLYLDS (IN. )- .................... 1.166 nsnar REO'D. 160. IN. )...............H.mHII. 0.525 ,. . I . SQUARE KKTTING lHICKNEsS REINFORCING ALLWABLE LOAD FOOTING SIZE (CALCS) INCHES EACH MY K1 PS PARK 1'- 6" 12" -- 6,4 1 1'- 8" 12" -- 7.9 2 1'-10" 12" c - 9,6 3 2'- 0" 12" 2-#4 u. 4 2'- 2" 12" 2-#4 l3 5 2'- 4" 12" 3-7% 16 6 - 2'- 8" 1 32" I 3 - # I. 23 1st .. CONCRETE: 2000 PSI REINFORCING GRADE 60 SOIL PRESSURE: 3000 PSF - SQUARE FOOTING THICKNESS REINFORCING AUWABLE LOAD SIZE IMCHES EACH WAY KIPS 5'- W' 18" 5-#4 69 5'- 2" 18" 6-#I 74 5'- 4" 18" 6-ti4 79 - MRK 22. 23 24 ,-- .. - .. n - -_ RH. I .= 7s - - z 15.s L = c.Yb DoHuBE,INc -- 0 ............. ................ -~ ~~~ ~ ~ ..... ~- ............... ~. ~~ ~-.4 ... ~~ .. .. ~~. ........ ~ ~. ~. ~ ,. .~ ~~~~~ . . . .~. .......... ~ ~ ..... -~ .......... . c . .. 72' k--- I - - -_ - . ... c W K . . .. I. i C .- I -. \ ,-- I FOUNDATION INVESTIGATION Lot 53, Carlsbad Research Center SE Corner of Aston Avenue and Darwin Court Carlsbad, California I -, ~. .. ... HETHERINGTON ENGINEERING, INC. '! I H ETHER1 NGTON ENGl NEERl NG, I NC. GEOTECHNICAL CONSULTANTS March 28, 1989 Project NO. 317.1 Faraday Development 1570 Palmer Way Carlsbad, CA 92008 Attention: Mr. Jim Hollenbeck Subject: FOUNDATION INVESTIGATION Lot 53, Carlsbad Research Center SE Corner of Aston Avenue and Darwin Court Car 1 sbad , California Dear Mr. Hollenbeck: In accordance with your request, we have performed a foundation investigation at the subject site. Our investigation was performed in March 1989. The purpose of our investigation was to evaluate the property with respect to existing geotechnical conditions and to provide recommendations for precise grading and building foundation design. With the above in mind, our scope of services included the following: o Review of available reports and plans for the site and vicinity (see References) ; sampling ; o Two exploratory borings for visual observation, and soil/bedrock o Laboratory testing of samples obtained; 0 Engineeiing analyses of the data; and, 0 The preparation of this report presenting our findings, conclusions and recommendations. SITE DESCRIPTION J The subject site consists of a relatively level, previously graded, generally square, 1.73 acre parcel identified as Lot 53 of the Carlsbad Research Center development, Carlsbad, California. The site is bounded by an approximate 4 feet high (maximum) 2:l (horizontal to vertical) descending fill slope and undeveloped 5245 AVENIDA ENCINAS SUITE G CARLSBAD, CALIFORNIA 92008 (619) 931.1917 3 FOUNDATION INVESTIGATION Project No. 317.1 March 28, 1989 Page 2 commercial lot to the northeast, Aston Avenue to the northwest, Darwin Court to the southwest, and an approximate 22 feet high (maximum) 2 : 1 (horizontal to vertical) ascending transition cut/fill slope and undeveloped commercial lot to the southeast. PREVIOUS SITE GRADING The subject site was apparently previously graded in two separate phases. The initial phase of earthwork apparently took place during the grading of Unit No. 2 of the Carlsbad Research Center, and the final phase of earthwork was completed during grading of Unit No. 3 and 4 of the Carlsbad Research Center. Prior to the initial phase of grading, the site consisted generally of gently to moderately sloping ground that descended to the northeast to a generally northwest/southeast trending drainage course. Topographic relief across the site ranged from approximately 254 feet MSL in the southwest portion of the site to approximately 300 feet MSL in the northeast portiw, of the site. According to the grading plans (see References), it appears that the earthwork performed during the first phase of grading (Unit No. 2) consisted entirely of fill and the grading performed during the final phase (Unit Nos. 3 and 4) consisted of both - cut and fill to achieve grades that presently exist on site. Grading of the subject lot during the initial phase of earthwork (Unit No. 2) apparently consisted of approximately 15 feet of fill placed in the northeast portion of the site. Grading performed during the final phase (Unit No. 3 and 4) apparently consisted of approximately 15 feet of cut in the southwest portion of the lot and approximately 6 feet of fill placed in the northeast portion of the site. The approximate location of the transition line between the cut and fill extends generally from the middle of the southeastern property boundary diagonally across the lot to the northwest property corner. - Observation and testing during grading operations was performed by San Diego Geotechnical Consultants, Inc. Lot drainage presently exists in the form of sheet flow towards the northeast corner of i the lot to a storm drain inlet. PROPOSED DEVELOPMENT We understand that the proposed structure will be one-story, concrete tilt-up type structure with loads typical for this type of - construction. We anticipate that asphalt concrete paved parking and driveway areas will be provided and that precise grading will be minor. - - HETHERINGTON ENGINEERING, INC. J FOUNDATION INVESTIGATION Project No. 317.1 March 28, 1989 Page 3 SUBSURFACE EXPLORATION subsurface conditions were explored by drilling two test borings to depths of 4 and 28 feet. Approximate locations of the test borings are shown on the Plot Plan, Figure 1. Test borings were drilled with a truck-mounted bucket auger type drill rig. The subsurface exploration was supervised by a geologist and engineer from this office, who visually logged the soils and obtained bulk and undisturbed samples for laboratory testing. The soils were visually classified according to the unified Soil Classification System. Classifications ate shown on the Boring Logs, Figures 2 and 3. LABORATORY TESTING - Laboratory testing was performed on bulk and undisturbed samples obtained during the subsurface exploration. Tests performed include the following: o Dry Density and Moisture Content - (ASTM: - D 2216) o Maximum Dry Density and Optimum Moisture Content (ASTM: D 1557) o Expansion (UBC: 29-2) o Direct Shear (ASTM: D 3080) The relative compaction and degree of saturation of each relatively undisturbed fill soil sample were also determined. Results of dry density and moisture content determinations are shown on the Boring Logs. Results of remaining laboratory tests and the relative compaction and degree of saturation determinations are presented on Figures 4 and 5. HETHERINGTON ENGINEERING, INC. FOUNDATION INVESTIGATION Project NO. 317.1 March 28, 1989 Page 4 SUBSURFACE CONDITIONS The subsurface materials encountered in the test borings consist.ed of both bedrock and fill. Fill material was encountered in Test Boring 1 to a depth of approximately 1 foot and in Test Boring 2 to a depth of 26 feet. The fill soils consisted generally of moist to very moist, firm to stiff, gray-brown to gray-green silty clay and dark brown clay. The approximately 1 foot thick layer of fill encountered in Test Boring 1 contained a large amount of angular gravel and cobble-size fragments of metavolcanic rock. The fill soils are underlain by hard, highly fractured, metavolcanic rock of the Santiago Peak Volcanics. Relative compaction determinations revealed that the fill soils are generally in a well compacted state ranging from 89 to 94 percent relative compaction (average 91 percent). The near surface soils were found to possess a medium potential for expansion. GROUNDWATER Although the fill soils were found to be in a moist condition, no evidence of permanent seepage or groundwater was encountered in the borings. A subdrain was reportedly placed at the bottom of the former drainage course at the north corner of the site. CONCLUSIONS AND RECOMMENDATIONS 1. General The proposed construction is feasible from a geotechnical standpoint. Precise grading and foundation plans should take into account the appropriate geotechnical features of the site. 2. Precise Gradinq Prior to construction, the site should be cleared of existing vegetation and debris. Removal of the vegetation and debris will likely disturb the upper 1 foot of the existing pad. These soils, if left in place, should be scarified, moisture conditioned and recompacted to at least 90 percent relative compaction in accordance with ASTM: D 1557. In order to minimize the potential for differential settlement and eliminate difficult foundation excavation conditions, the southern or cut portion of the lot should be overexcavated to a depth of at least 3 feet below lowest finish building pad elevation and replaced with compacted fill. Fill should be HETHERINGTON ENGINEERING, INC. FOUNDATION INVESTIGATION Project NO. 317.1 March 28, 1989 Page 5 compacted by mechanical means in uniform horizontal lifts of 6 to 8 inches in thickness. All fill should be compacted to a minimum relative' compaction of 90 percent based upon ASTM Laboratory Test Designation D 1557. Rock fragments over 6 inches in dimension and other perishable or unsuitable materials should be excluded from the fill. All grading and compaction should be inspected and tested as necessary by the Geotechnical Engineer. The on-site materials overlying the cut portion of the site are, in general,. not suitable for use as compacted fill due to the large amount of rock fragments. Import soils should possess an expansion index of less than 50 and should be approved by the Geotechnical Engineer. Due to the hard to very hard nature of the bedrock underlying the southern or cut portion of the site, excavating in this area will likely be difficult. Heavy ripping should be anticipated. Materials generated from the cut will likely consist primarily of oversize rock fragments which will not be suitable for use as compacted fill. 3. Foundation and Slab Recommendations Footings should be founded entirely in compacted fill. Footings located adjacent to the tops of slopes should be extended sufficiently deep so as to provide at least 10 feet of horizontal cover between the slope face and outside edge of the footing. Footings located adjacent to utility trenches should have their bearing surfaces situated below an imaginary 1 to 1 plane projected upward from the bottom edge of the adjacent utility trench. Footings founded as recommended may be designed for a dead plus live load of 3000 pounds per square foot. This value may be increased by one-third for wind or seismic loads. A lateral bearing value of 300 pounds per square foot per foot of depth and a coefficient of friction between concrete and soil of 0.4 may be assumed. These values assume that footings will be poured neat. Footings should have a minimum width of 12 inches and extend to a minimum depth of 18 inches below lowest adjacent finished grade. An 18 inch deep continuous footing or grade beam should be placed around the perimeter of structures as a moisture barrier. Reinforcing steel consisting of a minimum of two No. 4 bars, one placed near the top and one near the bottom, is recommended in continuous footings/grade beams. All footing excavations should be inspected by the Geotechnical Engineer prior to the placement of reinforcing steel to verify that the footings are founded in competent bearing materials. HETHERINGTON ENGINEERING, INC. . ._I - FOUNDATION INVESTIGATION Project NO. 317.1 March 28, 1989 Page 6 2 Floor slabs may be supported directly on compacted fill and should be designed for the anticipated use and loading of the slab. As a minimum, floor slabs should be at least 4 inches thick (actual) with minimum reinforcing consisting of No. 3 bars placed at 18 inches on center (two directions) and placed on chairs. Slabs should be underlain by a 4 inch layer of clean sand and a 6-mil visqueen membrane with at least 2 inches of sand placed between the visqueen and the slab. Slab subgrade soils should be thoroughly moistened prior to pouring concrete. 4. Drainage Positive lot drainage should be maintained to prevent ponding adjacent to structures. Slabs and pavement areas adjacent to the structure should be poured neat against the perimeter footings, sealed to prevent water infiltration, and should slope away from the structures. Landscaped areas adjacent to buildings should slope away from structures at least 5 percent for a minimum distance of 5 feet. Drainage swales should be provided to carry excess run-off. 5. Trench Backfill Trench backfill should be compacted to at least 98 percent relative compaction in accordance with ASTM: D 1557. 6. Asphalt Concrete Parking and Driveway Areas The asphalt concrete pavement section for parking and driveway areas should be based on R-value testing of the pavement subgrade soils performed after precise grading is completed. Based on classification of the existing near surface soils the following pavement section is provided for preliminary design purposes : 3 inches of asphalt concrete over 8 inches of Class 2 (Cal trans) aggregate base. 7. Grading and Foundation Plan Review When grading and foundation plans for the proposed development are completed, the plans should be reviewed by the geotechnical engineer to assure conformance with the recommendations presented in this report. HETHERINGTON ENGINEERING, INC. J __ll_.l ~ ~.. . . ,.~. , . .. . ~ .. . -. . .- . . .- .. .. . ~. i FOUNDATION INVESTIGATION Project No. 317.1 March 28, 1989 Page 7 If there are any questions regarding this report, please feel free to call. We appreciate this opportunity to be of service. Very truly yours, HETHERINGTON ENGINEERING, INC. BRANDON BOKA Staff Geologist MDH/~~ Copies: (2) Addressee HETHERINGTON ENGINEERING, INC. - REFERENCES "Supplemental Preliminary Geotechnical Investigation, Carlsbad Research Center, Phases I1 and 111, Carlsbad, California," by San Diego Soils Engineering, Inc., dated July 26, 1982. "Grading Plans for Carlsbad Tract No. 81-10, Carlsbad Research Center, Unit 2," by Rick Engineering Co., dated September 16, 1983. "Grading Plans for Carlsbad Tract No. 85-24, Carlsbad Research Center, Units 3 and 4," by Rick Engineering Co., dated October 24, 1986. HETHERINGTON ENGINEERING, INC. LEGEND APPROXIMATE LOCATION ~-2 OF TEST BORING PRE-GRADE TOPOGRAPHY s*>- PROPOSED GRADE LOT 54 PAD EL. 302 % 6 NORTH SCALE: l"=80' PLOT PLAN LOT 53, CARLSBAD RESEARCH CENTER I PROJECT NO. 3 17.1 I FIGURE NO. 1 KET HE RI NGTO K EN6 IN E ER IKG GEOTECHNICAL CONSULTANTS IORINO DIAMETE 90 30" )RILLINQ - COMPANY: San Diego Drilling RIG: E-70 DATE: 3/9/89 HT: "le* DROP: 12" ELEVATION: 280't DRIVE - BORING NO, SOIL DESCRIPTION Total Depth 4' No Groundwater no caving rery moist, medium dense Eractured, some silty clay filling along major BORING LOG Lot 53, Carlsbad Research Center HETHERINGTON ENGtHEERlWG 2 I FIQURE NO. 317.1 PROJECT NO. GEOTECHNICAL CONSULTANTS ORINQ DIAMEl n 30” DRIVE -- 115.. 113. -- 104. 104. 99. 99. _- 106. 14.1 17.7 ,i- 22.2 19.1 25.8 23.2 - -. 22.3 - -- BORING NO, 2 stiff Dark gray-green silty clay, moist to very moist, stiff Dark brown clay, moist to very moist, stiff Angular gravel and cobbles with red-brown silty clay SOIL DESCRIPTION - BORING LOG I I G EOTEC HN I CAL CONSULTANTS I PROJECT NO. 317.1 I FlDURE NO. .. ,.. . ~ . -. .. ”,*%.--?-- 7.- . SUMMARY OF MOISTURE/DENSITY RELATIONSHIPS Field Field Optimum Maximum Degree* Location Content Density Content Density Saturation Compaction of Relative Sample Moisture Dry Moisture Dry (%) (pcf) (%) (PCf) (%) (%) B-2 @ 1' 14.1 115.2 11.0 126.0 82 91 8-2 @ 3' 17.7 113.3 11.0 126.0 98 90 B-2 @ 5' 22.2 104.7 16.5 111.5 98 94 B-2 @ 7' 19.1 104.9 16.5 111.5 85 94 B-2 @ 10' 25.8 99.6 16.5 111.5 180 89 B-2 @ 15' 23.2 99.5 16.5 111.5 90 89 8-2 @ 20' 22.3 106.5 - - 100 - *Assumed Specific Gravity of 2.70 Project NO. 317.1 Figure NO. 4 MAXIMUM DRY DENSITY/OPTIMUM MOISTURE CONTENT (ASTM: D 1557A) 3 Sample Location Soil Description Maximum Optimum Dry Density Moisture (pcf) Content(%) B-2 @ 1' Silty to sandy clay 126.0 11.0 B-2 @ 10' Silty clay 111.5 16.5 EXPANSION (UBC 29-2) Compacted Sample Initial ~ry Density Final Volumetric Expansion Expansive Locat ion Moisture(%) (pcf) Moisture(%) Swell(%) Index Class B-2 @ 1' 11.4 104.1 23.7 0.4 . 04 Med i um Project No. 317.1 Figure No. 5 503 / / / SYMBOL SAMPLE LOCATION COHESION IDS11 C B-2 @ 1' 200 REMARKS FRICTION ANGLE ,,, 35 Remolded to 113.4 pcf (dry) at 11.0% HETHERIWGTOK EKG(HEER[NG GEOTECHNICAL CONSULTANTS Lot 53, Carlsbad Research Center PROJECT No. 317.1 I FIGURE No. 6 BUILDING PERMIT PCR No: PCR89018 11/07/89 14:26 Project No: A8901214 Page 1 of 1 Development No: Job Address: 2015 ASTON AV Str: Permit Type: PLAN CHECK REVISION Parcel No: 212-120-19-00 Valuation: 0 Construction Type: NEW Occupancy Group: Class Code: Status: ISSUED Description: ADD STAIRWAY PCR #1 Applied : 11/07/89 Apr/Issue : 11/07/89 Validated By: JPY F1 122Y l.l.~O%F 5!001 01 02 C-PBMT 95*Oc, *** Fees Required *** *** Fees : 95.00 Adjustments: eo0 Total Fees: 95. Ob -__----_____---_____-------- ----______----___ .oo .oo 95.00 Fee description Ext fee Data ............................... 95.00 Plan Check Revision Fee > 95.00 .', , 1 '. ' . ,I .. , .. . . .' ,~, ~ .~.~ ,I ,, ., ., .. ,. ., ,' ., # ,' ., .j _, ,. ,, , ~, _. ,, , ,, .. ,, ,. , I, , ...,, .I ..#,..*v,~, ~ " /.(',*V I )('," ,'It* , .I ,' _", ,, ~ I . ~ ~ ""',*,.."* I, , '" ~~..** ~ : ,.~ ~ "*e.; . ,, ." .,. ',' . ..'.j .~ ' ., , , , . .., .~ . ,. ,~ , . ., I ~ ~ >" ' *' 1 II _' ;**s> . ' , ' ~, .",I, , . '.'~;.*','<->'.'.*., I ,.' -j. *, ~ . ' ,, CllY OF CAREBAD 2075 Las Palmas Dr., Carlsbad CA 92009 (619) 4381161 PERMIT APPLICATION City of Carlsbad Building Department 2075 Las Palmas Dr., Carlsbad, CA 92009 (6191 438 1161 1. PERMIT TYPE A - ~COMHERCIAL UNEU UlENAWl IMPROVEUENT B - 0 InDmi~iit OUEU OlENANT IMPROVEUENT C - ORESIDENTIAL mAPARlMEU1 OCONDO OSINGLE FAMIL1 DUELLING ~DDOIT~ON~ALTEIIAT~ON 0 DUPLEX 0 DEMOL IT ION 0 RELOCAT 10" OMOBI LE HOME OELEClRl CAL [?PLUMB1 WG EST. VAL PLAN u DEPOSIT VN10. BY DATE NealeOf cross streets mw 1 c-7 LEWL DESCIIIPlIm , LO! ID. Subdivision Namlu&er unit no. Phase No. CHECK SELW IF SUBIIIllED: - c;% OP WSWD ZW i3 65 L4 VW-P * IIR I/ n2 Energy Calcs , 02 Sfr~~fu~al Calce 0 2 soi 19 Report n1 Addressed Envelope ASSESSOR'S PARCEL .- EXISTING USE PROPOSED USE - -UFMRK -now d~ A BLDG. SO. FTG. 11, dfi4 x OF STORlLI 1 3. CONTACT PERS~N *AM wm+ ( Fwj AQURESS 1 Iw 5ymm 6%& -% /zib clTr STATE Cp ZIP CWE 9 DAY TELEPHONE (( 17 ) 72 7 - 46OL .mGENT FOR CONTRACTOR OoVllER &GENT FOR OVYEii SIGNATURE qE& d- 4. APPLICA T/ OcoNlRACloR MAHE eLp. ADDRESS 11 20 y.im file SLll'ig %R . I b9J 727- %&/ STATE cp .21P CWE % DAY lELEPHONE [ C,," V15TP - 5. PROPERTY OWNER OLESSEE OTEUAN~ ClT" STATE 21P CODE OL" TELEPHONE 72 7 - 760& "E LLxJfZLL t..kJ&blJs CPmtENER ADDRESS HA*E ~LL~kc"sac m)'?m@JT, ADDRESS 5751 pmm @-f QjlazL. CITY @.&uz.BP1? STATE & ZIP cmi 2 2 ' OA" TELEPHONE 6. CONTRACTOR 727 - "io6 - ITATE LIC. # LICENSE CLASS Cli" BUSlllLSS LIC. # SIGNATURE TITLE DATE DESIGNER MAME gpQw d, pduy. ADDRESS 112D S-r'c#.Wz~ A'= 9IZ& .zB. Cll" \IC-. STATE &h .ZIP cmr 'lLu85 DA" TELEPHOW 725 -4&jc. STATE LIC. x -36 7. WORKERS' COMPENSATION Workers' C-nsation Declaration: I hereby affirm that I have a certificate of consent to self-insure issued by the ~iiect~r of Industrial Relations. 01 B certificate of Workers' Canpenssfion Insurance by an ahiffed insurer, or an exxf copy or duplicate thereof cerrifted by the oirecror of the insure? thereof filed with the Building Inspection Department (Section 3800. Lab. C). IYSU%WCE CDIPANY POLIC" NO. EXPIRATION DATE Certificate of Eienpfion: I Certify that in the performance of rhe work for which this permit is issued. I shall not errploy any person ~n any mnwr so 01 fo becane subject to the workerr, c-nsafion caws of California. SlGNITURL DATE 8. OWNER-BUILDER DECLARATION Owner-Builder Declaration: I hereby affirm that I am exempt frm the contractor,^ L~cenre Law for the foliowine reason: 0 I as owner Of the property 07 my ewloyeer wlth wages as the,r role cmTenraf~an. ~111 do the work and the sfrucf~re IS not intended or offered for sale 1Sec. 7044, BuIlnes5 and Profesrlonr Code: The Confracfor,~ Llcenee id* doer not apply fo an owner of properry who builds or improves thereon.. and who does such work hlrnrelf or through his own enployees, pravlded that such lrrprovemnfs are not Intended or offered for sale. If. however. <he bulldlng or irrprovemenf 1s sold wirh,n one year of conpleflon. the owner-bullder w11l have the burden of p'ovlng fhaf he d>d naf build 07 lqrove for the Wrpose of rele.). 0 I. as owner of the property. am exclurlvely c~nfracfing with licensed contractors to construct the project (iec. 70U. Business and Praferrlons Code: The C~nfr~cfor'l License Law doer not apply to en o~ner of property who bulldr or improver thereon, and contracts for such projects rlth contiacforlr) licensed ~isuant to the CM~~~C~OI'S iicenre LBY). 0 I am exerrpr under Sectlo" Business and Professions Code for fhli reason: 1Sec. 7031.5 Bu~lness and Professions Code: Any City or County which requires a permlf to construct. alter. iwrove. dermlirh. or repair any StlUCfUre, prior fo if5 ~BSYB~C~. also requlrer the applicsnr for such permr to flle a signed sfafemnf that he is licensed pYr5uanf to the provirions of the Confra~for~r License LBY (Chapter 9. cmnclng WIlh Section 7000 of Oiuislon 3 of the Business and Professions Code) or that he 1% exmt therefim. and the barlr far the alleged exenpllon. Any vl01af10n of Section 7031.5 by any apollcanf for a permit Subjects the amllcanf lo a LlVil penslfY of not _re than five hundred dollars ISOOI). SIGNATURE DATE CDIPLElE THIS SECTION FOR NOLI-RESIDEHTIAL BUILDING PERUITS OLltT: Is the applicant or future building occupant required to sutmif B burinerr plan. acutely hazardous maferlali ?egi~trafion form or rlrk management and prevention progren under Sections 25505. 25533 or 2553L of the Presley~lanner Hazardous Subsfance Account ACC, 0 "ES 0 NO O"F6 0 NO OYES 0 NO 1s the applicant or future bulldlng occupant required to obtain B perm'f frm the sir polluflon Canllol dlstricf Or air qualify management disfiict? Is the facility to be canrrructed uifhin 1,000 feet of the oufer boundary of B school site? IF AMY OF THE USYRS ARE YES. A FIUL CERTIFIOITE OF aaYlYCl UT Ln BE ISSLED AFTER lULl 1. 7989 ULESI THE WQLIUYl lllS #El 0s IS WETIMG THE REWIRDEYTS OF THE OFFICE OF EMERGENCY SERVICES AYD THE AIR PDLLUllOY COITm DISTRICT. 9. CONSTRUCTION LENXNG AGENCY I hereby affirm fhaf chew is 8 CO~P~FUC~~O~ lend~ng agency for the performance of the work for uhlch fhls permit is issued llec 30P71i) Civil Code). Expiration. Every permit issued by the Building Offlrlal under the provislonr of this Code shall elplre by llrnitallon and became null and void if the building or work authorlied by such perm>[ IS not cmnced xlfhln 180 days frm the date of such permlf or if the bulldlng 07 work aufharlzed by such p~rmlf Is suspended or abandoned at any flme after the work 1% cmenced for a perlod of 180 days (Secflon 3031d) Unlfarm Bullding Code). OUYLR OCOWTRACTOR PHONE 2 L7 - Tb66. APPROMD BY: /fi */(').e DATE: WHITE: File YELLOW: Applicant PINK: tinance" /