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HomeMy WebLinkAbout1825 ASTON AVE; ; CB931197; PermitBUILDING PERMIT Permit No: CB931197 01/12/94 10:27 Project No: A9301699 Page 1 of 1 Development No: Job Address: 1825 ASTON AV Suite : Permit Type: COMMERCIAL BUILDING Parcel No: 212-120-12-00 Lot#: Valuation: 708,240 Construction Type: VN Occupancy Group: B-2 Reference#: Status: ISSUED Description: 18485 SF BUILDING, 2300 OFFICE Applied: 11/05/93 : 16185 WAREHOUSE Apr/Issue: 01/12/94 I Entered By: MDP Appl/Ownr: MALDONAD0,EDUARDO 619 292-4775 4180 RUFFIN ROAD #230 *** Fees Required *A* ed & Credits *** -___--________-_---- .oo 78,781.97 Fees : Adjustments: Total Fees: 1,114.00 Ext fee Data __-__---------- Fee description 2667.00 1734.00 149.00 10848.00 12890.00 Y Building Permit Plan Check Strong Motion Fee Enter Number of EDU' Enter F.M.F./G.M.F. 7394.00 05 2667.00 Enter "Y" to Autocalc' Enter Traffic Impact 41008.97 79357.97 Payoff Fee for CFD * BUILDING TOTAL 126.00 Enter "Y" for Plum Each Plumbing Fixt Each Building Sewer 15.00 Each Roof Drain > 8 7.00 56.00 Each InstalVRepair Water Line > 1 7.00 7.00 Each Water Heater and/or Vent > 1 7.00 7.00 Gas Piping System > 1 7.00 7.00 * PLUMBING TOTAL 238.00 Enter "Y" for Electric Issue Fee > 10.00 Y 250.00 * ELECTRICAL TOTAL 260.00 Enter 'Y' for Mechanical Issue Fee> 15.00 Y Install Furn/Ducts/Heat Pumps > 2 9.00 18.00 Each Exhaust Fan > 1 6.50 6.50 * MECHANICAL TOTAL 40.00 Pass-Thru Fees(Y/N) o N 20.00 Y Single Phase Per AMP > 1000 .25 .? PERha APPUCATION City of Cerlsbad Buildina Depertnent 2075 LBS Palms Dr., Cerlsbad, U PZOOP (619) 438-1161 B A . U Commercial U New Buildinn U'lenant lmwovement PLANCHECKNO. 47.- l\q7 - B . 0 Industrial 0 New Building 0 Tenant Improvement C - 0 Residential OApament 0 Condo 0 Single Family Dwelling 0 AdditioWAlteration 0 Duplex 0 Demolition 0 Relocation 0 Mobile Home 0 Electrical 0 Plumbing 0 Mechanical OPml 0 Spa 0 Retaining Wall OSolar 0 Other __ I'Potl~~& =my " ': - ., .. 2 PnmEcr~~TION Address Mullding or Suite No. ON Unit No. Phase No. , 85-24- MAP NO. /l0// qIF: 0 2 Energy Calm DESCRIFTION OF WORK ''2,t- cxf:K-e , (c, @8f ~9~echoliC~ 0 2 Smctural Calcs 0 2 Soils Report 0 1 Addressed Envelope LIZ IZo-lLaUSE PROF'QSED USE -5 R NAME ADDRESS crn STATE ZIP CODE DAY TELEPHONE STATE LIC. # UCENSE CLASS CITY BUSINESS LIC. # AIS A a CITY STATE &A ZIPCODE 0'1 L3 DAY TELEPHONE'2@- +n(srTE LIC. # -14 I 3 . . - ._ .. . Worken'mmpncation Mldrdiion. I hcmbyallirm ihat I hdveacertilicateol consent tosell-insure issued by the Uireclorol lndustnal Hclationr. or a certificate of Workers' Cnmprncaiion Insurance by an admilled insurer, or an exact copy or duplicate thereof ccnifid by the Uireclor of the insurer thermf fild with the Building Inspection Oepartmcnr (krion 3800. Lab. C) INSUIIANU: COMPANY POLICY NO. EXPIRATION DATE Cerlilcair 01 I-xrmpllon: I ccriity thai on the perlormancr of the work lor which IhiS prrmit IS lssucdI, I Shall no1 employ any prmn tn any manner so as to Imome rubjcct to the Workers' Cnmpnsatinn laws of Califnmia. DATE I hrrehy allirm thal I am exempt Irom the Contractofs lxene law lor the fallowing mason: Owner-Builder wlararlon 1, as owner of the propmy or my Pmployces with wag- as [heir role mmpnsation. will do the work and ihc struclure ir not intended or offered for sale (k 7044, Rusinny and Profduns Code, The Contracior's Ijccmc law don not apply 10 an owner of property who builds or improves thereon, and who dm such work himself or through his own rmploym. providd that such improvements are nut intended or offered for sale. If, howrvcr, the building or improvement is sold wiihin one ycar of complctiun, the owner.builder will have the burden of proving that he did not huild or improve far the purpae of sale.). I, as owner of the propeny, am exclusively contracting with licensed contractors tomnstruct the projrct (Src. 7044. Business and Professions Cdr: Thc Cmtractor's ljccnse Law does not apply to an nwncr of property who builds or improves thereon, and contracls for such projects with conrractnr(r) licensed punuanr 10 [he Coniracrol's ljccnx law). 1 am exempt undrr ktion (Sw. 7031.5 Rusinos and Professions Code: Any Ciiy or Cnunty which requires a permit to Conrmct, alter, imprnvc, demolish. or repair any structure, prior IO its issuance, also wquires the appl permit io file a signed statement that he is licensed punuanr 10 the mmencing with Section 7000 of Division 3 of the Business and Professions Code) c a cged exemption. Any violation of Srclion 7031.5 by any applicanr for a permit 0 0 Business and Prnfnsinns radc for this reason: not marc ihan five hundred dollars 145001). DATE utcly hamrdour malerials registration form or risk management and er llazardous Substance Account Act7 0 YES 0 NO 0 YES 0 NO 0 YES 0 NO Is thr applicanl or future building nccupant rvquired to ahtain a permit from rhe air pollution control district or air qualiiy rnanagemcnl disuicl? Is the facility to be conrrrurted within 1,000 fer of the outer boundaly of a schml sitc? mANYov'll~ANSWF~~ARI!~~A~~ALCF~llIFIrA~.OPOUXlPANCYL(AY NOTBEISSUEDAIIXRJLKY I, l989UMBWAP~W IUS MLT on IS MF+TIINC lllE RU)UIIWMFNIS OF lllE OWlCE OF FMFJCFHCY sR(Vl(Fs AND THE AIR POUUllON CONTROL DEllULT. .. __m_____\._.., Y. cLIN>IK"L.II"III -"IN" NICRLI 1 hereby atllrm that there 15 a COnStructlon lendlng agency lor the pertorrnance ot the work Ior WhKh IhlS pemrt IS lsued (Sec 309 7TCiTEde). LENDER'S NAME LENDER'S ADDRESS m 1 certl chat 1 have read [he applrcatran and state that the awve inlormation IS correct. 1 agree to comply Wtth all Lily ordinances and Slate lam relatin! to building cansmction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I AlsD AGREE 'm SAVE INDEMNIFY AND KEEP 1- "E CI'NOF CNUSBAD AGAIN= AU. -5 -MINIS, ODSls AND WENS WHI(31 MAY IN ANY WAY AWUE AGAIN= SAID CITY IN CONSEQUIWCE OF THE GRANTING OF 'IlIlS PERMIT. OSHA: An OSHA permit is required for excavations over 5' Expiration building o such perm &ion or construction of structures over 3 stories in height. sions of this Code shall expire by limitation and become null and void if the 5 daF from the date of such permit or if the building or work authorized by mmeneed for a period of 180 day (Section 303(d) Uniform Building Code). DATE: WHITE: File YELLOW Applicant PINK: Finance FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING FIRE PLANNING U/M WATER PIAN CHECK#: CB931197 DATE : PROJECT NAME: 18485 SF BUILDING, 2300 OFFICE ADDRESS: 1825 ASTON AV CONTACT PERSON/PHONE#: MW/JIM/727-8284 SEWER DIST: CA WATER DIST: CA PERMIT#: C8931197 PERMIT 16185 WAREHOUSE 09/23/94 TYPE: COM BY : INSPECTED: INSPECTED DATE BY: INSPECTED: APPROVED APPROVED 2 DISAPPROVED - DISAPPROVED - DISAPPROVED FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING FIRE PLANNING U/M WATER PCAN CHECK#: CB931197 DATE: 09/23/94 PERMIT#: CB931197 PERMIT TYPE: COM PROJECT NAME: 18485 SF BUILDING, 2300 OFFICE 16185 W-OUSE ADDRESS: 182% ASTON AV CONTACT PERSON/PHONE# : SEWER DIST: CA WATER DIST: CA - -4 ----~ --- - _--I_ -- --- ----- INSPECTED: __ DISAPPROVED -/ DATE BY : INSPECTED BY : INSPECTED: APPROVED __ DISAPPROVED - FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING FIRE PLANNING U/M WATER =.AN CHECK#: CB931197 RMIT#: CB931197 PROJECT NAME: 18485 SF BUILDING, 2300 OFFICE DATE: 09/23/94 PERMIT TYPE: COM 16185 WAREHOUSE ADDRESS: 1825 ASTON AV CONTACT PERSON/PHONE#: MW/JIM/727-8284 SEWER DIST: CA WATER DIST: CA INSPECTED/ DATE BY : INSPECTED: APPROVED - DISAPPROVED - INSPECTED DATE BY : INSPECTED: APPROVED - DISAPPROVED - FINAL BUILDING 'INSPECTION DEPT: BUILDING ENGINEERING FIRE PLANNING U/M WATER PLAN CHECK#: CB931197 DATE: 09/23/94 PERMIT#: CB931197 PERMIT TYPE: COM PROJECT NAME: 18485 SF BUILDING, 2300 OFFICE 16185 WAREHOUSE ADDRESS: 1825 ASTON AV CONTACT PERSON/PHONE#: MW/JIM/727-8284 SEWER DIST: CA WATER DIST: CA =============p ~==--------==-- ---_---- .................................................. ------ INSPECTED INSPECT BY : INSPECTED BY : DATE INSPECTED: DATE INSPECTED: DATE INSPECTED : /0-/6-?dPPROVED - J DISAPPROVED - APPROVED - DISAPPROVED - APPROVED - DISAPPROVED - DEPT: BUILDING ENGINEERING -“t PLANNING U/M WATER PLAN CHECK#: CB931197 PERMIT#: CB931197 PROJECT NAME: 18485 SF BUILDING, 2300 OFFICE 16185 WAREHOUSE DATE: 09/23/94 PERMIT TYPE: COM - CITY OF CARLSBAD INSPECTION REQUEST PERMIT# CB931197 FOR 10/04/94 DESCRIPTION: 18485 SF BUILDING, 2300 OFFICE 16185 WAREHOUSE TYPE: COM JOB ADDRESS: 1825 ASTON AV APPLICANT: MALDONAD0,EDUARDO CONTRACTOR: OWNER: REMARKS: MW/JOHN/931-9009X101 SPECIAL INSTRUCT: TOTAL TIME: --RELATED PERMITS-- PERMIT# TYPE SE930065 SWOW FS940011 FIXSYS AS940035 ASC CB941144 SIGN INSPECTOR AREA TP PLANCK# CB931197 OCC GRP B-2 CONSm TYPE VN PHONE: 619 292-477 PHONE : PHONE : INSPECTOR L STATUS ISSUED ISSUED ISSUED ISSUED CD LVL DESCRIPTION ACT COMMENTS 19 ST Final Structural 29 PL Final Plumbing 39 EL Final Electrical 49 ME Final Mechanical ***** INSPECTION HISTORY ***** DATE 092794 092694 092394 091294 080594 080494 072894 072894 072894 072894 072894 072094 072094 072094 071894 062994 060794 060794 050294 042094 042094 041994 041994 DESCRIPTION Final Combo Final Combo Final Combo Rough Combo Interior Lath/Drywall Interior Lath/Drywall Insulation Frame/Steel/Bolting/Welding Rough/Topout Rough Electric Rough/ Ducts/ Dampers Frame/Steel/Bolting/Welding Rough Electric Rough Combo Underground/Conduit-Wiring Frame/Steel/Bolting/Welding Roo f/Rer oo f Ftg/Foundation/Piers Ftg/Foundation/Piers Roo €/Reroo f Ftg/Foundation/Piers Roo €/Reroo f ROUgh/TOpOUt ACT INSP CO TP CO TP NR PK CO TP AP TP AP TP AP TP AP TP AP TP AP TP AP TP CO TP co TP CO TP CO TP AP TP CO TP ' AP TP AP TP AP TP CO TP CO TP CO TP COMMENTS SEE LIST SEE INSPECTION SHEET T-BAR, PRE-WALK SEE LIST WALLS WALLS,CEILING @ BATHS WALLS,CEILING @ BATHS EXHAUST @ BATHS SAME CORR SEE LIST CONDUIT FOR EXT LIGHTING CLMN LEDGER ATTCH FOR PURLIN @ WAL CANOPY CLMN REINF @ ENTRY SEE CORR LIST 0 d/ 2 2/ 9 4 INSPECTION HISTORY LISTING DATE 09/12/94 09/12/94 08/05/94 08/ 0 5/ 9 4 08/04/94 07/28/94 07/28/94 07/28/94 07/2 8/94 07/28/94 07/28/94 07/20/94 07/2 0/94 07/20/94 07/20/94 07/ 2 O/ 9 4 07/2 0/94 07/18/94 07/18/94 0 6/2 9/ 9 4 0 6/2 9/ 9 4 06/2 9/94 06/07/94 06/ 07/94 06/07/94 05/02/9 4 05/ 02/94 04/ 2 0/94 04/20/94 04/19/94 04/19/94 04/19/94 04/19/94 03/23/94 03/23/94 03/16/94 03/ 16/94 03/14/94 03/11/94 03/11/94 0 3/ 0 7/ 9 4 03/07/94 03/04/94 03/04/94 02/ 14/9 4 02/14/94 01/2 1/ 94 01/2 1/94 01/2 0/9 4 01/2 0/94 01/17/94 01/17/94 01/17/94 FOR PERMIT# C INSPECTION TYPE Rough Combo Rough Combo Interior Lath/Drywall Interior Lath/Drywall Interior Lath/Drywall Frame/Steel/Bolting/Wel Insulation Insulation Rough/Topout Rough Electric Rough/ Ducts/ Dampers Frame/Steel/Bolting/Wel Frame/Steel/Bolting/Wel Rough/Topout Rough/Topout Rough Electric Rough Electric Rough Combo Rough Combo Underground/Conduit-Wir Rough Electric Rough Electric Frame/Steel/Bolting/Wel Roo €/Reroof Roo f/Reroo f Ftg/Foundation/Piers Ftg/Foundation/Piers Ftg/Foundation/Piers Roo f/Reroo€ Ftg/Foundation/Piers Ftg/Foundation/Piers Roo€/Reroo f Roof / Reroo f Const. Service/Agricult Const. Service/Agricult Ftg/Foundation/Piers Ftg/Foundation/Piers Ftg/Foundation/Piers Shear Panels/HD's Shear Panels/HD#s Shear Panels/HD's Shear Panels/HD's Ftg/Foundation/Piers Ftg/Foundation/Piers Ftg/Foundation/Piers Ftg/Foundation/Piers Ftg/Foundation/Piers Underground/conduit-Wir Ftg/Foundation/Piers Ftg/Foundation/Piers Ftg/Foundation/Piers Ftg/Foundation/Piers Ftg/Foundation/Piers :B93 1197 INSP ACT RI RI TP co RI RI TP AP TP AP TP AP RI RI TP AP TP AP TP AP TP AP RI RI TP co RI RI TP co RI RI TP co RI RI TP co TP AP RI RI TP wc TP co RI RI TP AP RI RI TP AP TP AP TP co RI RI TP co RI RI TP co RI RI TP AP RI RI TP AP TP PI RI RI PK AP RI RI TP NR RI RI TP PI RI RI PD AP TP AP TP AP RI RI TP co RI RI PY NR TP NR COMMENTS &SN/JIM/727/8284 T-BAR,PRE-WALK SEE LIST MW/JIM WALLS,CEILING @ BATHS MW/JIM WALLS WALLS,CEILING @ BATHS EXHAUST @ BATHS MW/JIM/727-8284 SAME CORR SEE LIST MW/ JIM/ 7 2 7 -8 2 8 4 MW/JIM/727-8284 RS/JIM/727-8284 CONDUIT FOR EXT LIGHTING CLMNS MW/JIM LEDGER ATTCH FOR PURLIN @ WALL &JN/JIM/727-8284 MH/TIM/ 7 2 7 - 8 2 8 4 CANOPY CLMN REINF @ ENTRY BJN/TIM/727-8284 SEE CORR LIST ESN/TIM/727-8284 MH/720-2005 MH/TIM/727-8284 DETAIL SO-2 17&18 CABANA/ENTRY SEE CALL SLIP MH/TIM/ 7 2 7 -8 2 8 4 RADIUS PANELS MH/TIM/ 7 2 7 - 8 2 8 4 MH/728-8284 WEST PANELS MH/TIM SLAB FTNS UFFER MH/DEB/72 7-8 2 84 CLRN, CLEAN, PLMB WRAP RS/TIM/727-8284 CONF HIT <RETURN> TO CONTINUE... .. 0 9/2 2/9 4 INSPECTION HISTORY LISTING FOR PERMIT# CB931197 DATE INSPECTION TYPE INSP' ACT COMMENTS 01/13/94 Underground/Under Floor PD AP 01/13/94 Underground/Conduit-Wir RI RI RS/TIM/72 7-8 2 8 4 01/13/94 Underground/Conduit-Wir PD wc HIT <RETURN> TO CONTINUE... CITY OF CARLSBAD NOTICE 438-3550 FOR INSPECTION CALL 438-3101. RE-INSPECTION FEE DUE? 0 YES FOR FURTHER INFORMATION, CONTACT w4 LL 43J..-Ml PHONE ~~ BUlLflNG 1NSPECR)R CODE ENFORCEMENT OFFICER CITY OF CARLSBAD INSPECTION REQUEST PERMIT# CB931197 FOR 09/23/94 INSPECTOR AREA TP DESCRIPTION: 18485 SF BUILDING, 2300 OFFICE PLANCK# CB931197 16185 WAREHOUSE TYPE: COM JOB ADDRESS: 1825 ASTON AV APPLICANT: MALDONAD0,EDUARDO CONTRACTOR: OWNER : OCC GRP B-2 CONSTR. TYPE VN STE : LOT : PHONE: 619 292-4775 PHONE : PHONE : REMARKS: MW/JIM/727-8284 SPECIAL INSTRUCW . -$ TOTAL TIME: --RELATED PERMITS-- PERMIT# TYPE SE930065 swow CD 19 29 39 49 FS940011 FIXSYS AS940035 ASC CB941144 SIGN LVL DESCRIPTION ST Final Structural PL Final Plumbing EL Final Electrical ME Final Mechanical ISSUED ISSUED ISSUED . ***** INSPECTION HISTORY ***** Rough Combo 080594 Interior Lath/Drywall 080494 Interior Lath/Drywall 072894 072894 072894 072894 072894 072094 072094 072094 071894 062994 060794 060794 050294 042094 042094 041994 041994 032394 031694 '31494 - Insulation Frame/Steel/Bolting/Welding Rough/Topout Rough Electric Rough/Ducts/Dampers Frame/Steel/Bolting/Welding Rough/Topout Rough Electric Rough Combo Underground/Conduit-Wiring Frame/Steel/Bolting/Welding Roof/Reroof Ftg/Foundation/Piers Ftg/Foundation/Piers Roof/Reroof Ftg/Foundation/Piers Roo f/Reroo f Const. Service/Agricultural Ftg/Foundation/Piers Ftg/Foundation/Piers T-BAR, PRE-WALK SEE LI AP TI? AP AP AP AP AP AP co co co co AP co AP AP AP co co co AP AP PI TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP WALLS WALLS,CEILING @ BATHS WALLS, CEILING @ BATHS EXHAUST @ BATHS SAME CORR SEE LIST CONDUIT FOR EXT LIGHTING CLMN LEDGER ATTCH FOR PURLIN @ WAL CANOPY CL" REINF @ ENTRY SEE CORR LIST DETAIL SO-2 17&18 CABANA/ENTR SEE CALL SLIP CITY OF CARLSBAD NOTICE 438-3550 BUILDING DEPARTMENT 2075 LAS PALYAS DRIVE NOTICE 2075 LAS PALMAS 438-3550 DRIVE - CITY OF CARLSBAD BUILDING DEPARTMENT DATE '@7,k'f TIME LOCATION /#rAdn/c PERMIT NO. FOR INSPECTION CALL 438-3101. RE-INSPECTION FEE DUE? 0 YES FOR FURTHER INFORMATION, CONTACT xud[/ d%-/ IC/ PHONE WDE ENFORCEMENT OFFICER C3 LVL DESCRIFI'IOll ACT COIUEtlTS ESCONDIDO CORONA MODEST0 OXNARD PAGE OF - INSPECTION hLPORT ENGINEERING, INC. GTE JOB # \o O'ST REPORT # PROJECT NAME: A<\~N ADDRESS: \$,Q& &s-c>b\ &GF (2 & e-, -c, &-c ARCHITECT: 4 ENGINEER: , \ CONTRACTOR: ?-& Q*<a - << -\ .k ** ,- <' INSPECTION DATE: 3\ \D \qLL ( )PILE DRIVEN0 €f.S.BOLT - ARRIVED: DEPARTED: PLAN FILE: BLDG PERMIT ( ) BATCH PLANT MAS. BLOCK - ( ) EXP. ANCHOR FLLECI'RODE q.1 Material Sampling ( )MORTAR ( )GROUT ( )FIREPROOFING ( )MASONRYBLOCK ( )REBAR ( )BOLTS CerNfication of Compliance: All work, unless otherme noted, cornplies with the approved plans and s unrform building code. ,.--. A r. , \ . NAME (PRINT) >,% f , h - \.e92 k. MQ;y F\ CERTIFICATION NO.: 3LT GEOTECHNICAL & CONSTRUCTION ENGINEERING TESTING & INSPECTION 2414 VINEYARD AVENUE SUITE G ESCONDIDO, CA 92029 (619) 746-4955 FAX (619) 746-9806 Certification of CompliaAce: AI! work, unless o~~i~.~~, .. &xtplCeS wlth.the approved plans ad specificstions'and tne uniform building code. c / 1 I) I/ ! I. NAME: (PRINT) ,<<&[I> \e: i I >F c-(~ 72 SIGNATURE, ('cfb k&?i,', Ad&( I .- ~ CERTIFICATION NO.: 5 < 7 0 d .. \ GEOTECHMCAL & CONSTRUCTION ENGINEERING TESTING & INSPECTION 2414 VINEYARD AVENUE SUIT!? G ESCONDIDO, CA 92029 (619) 746-4955 FAX (619) 746-9806 ENGINEERING, INC. 'r INSPECTION REPORT i I PAGE 1 OF -L CTE JOB # NAME (PRINT) SIGNATURE: CERTIFICATION NO.: CIE .. 5rd L. ENGINEERING. INC. c - REPORT OF GRADING OBSERVATION INC. .. ( )EXF.ANCHOR ELECTROE Material Sampling ( )CONCRETE ( )MORTAR ( )GROUT ( )FIREPROOFlNG ( )MASONRYBLOCK ( )REBAR CERTIFICATION NO.: /C-% I GEOTECHNICAL & CONSTRUCTION ENGINEERING TESTING & INSPECTION 2414 VINEYAPD AVENUE SUITE G ESCONDIDO, CA 92029 (619) 746-4955 FAX (619) 746-9806 .. , ,. , .. NORTH AMERICAN DIVERSIFIED, INC DBA B & B ELECTHC 143 N. Pacific, Suite J San Marcos, CA 92069 (6191 744-3561 FAX (619) 744-1368 REFLEX CORPORATION 1825 ASTON AVENUE CARLSBAD, CA. SEPTEMBER 22,1994 ATTENTION: City of Carlsbad Inspection Department This is to certify that all field connections in the Electrical Panel Gear have been torqued to limits, per manufacturer's recX?& I Gar .Brow President GAB/mmb APR-20-1994 13:35 FROM M.R. T@'~FE'v:~~NSTICO,_. TO I. 97273017 P.02 LOPEZ DUNN RAMIREZ & ASSOCIATES, INC. STRUCTURAL & CIVIL ENGINEERS 7a01 Misstm cmtw ct. ste. boo 5w 01- CA szio8 (619) 497-2116 FAX 497-0428 RESPONSE TO REQUEST FOR INFORMATION (RFI) PROJECT: REFLEX BUILDING (LDR Proj. No. 93-256) RFI No.: 3 isvissd RFI DATE: 3/17/94 TODAY'S DATE: 3/17/94 SUBJECT:- REQUESTED BY: Mr. Timber LDR COMMENTS: Revisions to RFI #3 1) Alternate to MST48 for detail 9/SD-2: Use EH-48 Tension strap, fully nailed with 56 10d X 2 1/8" nails Nailing pattern to be as specified by IC60 report R2894. K.C. Metal Products, Inc. 2) Alternate to MST37 for detail 6NSD-2: Use EH-36 Tension strap, fully nailed with 40 10d X 2 118" nails Nailing pattern to be as specified by ICBO report #2894. K.C. Metal Products, Inc. Fn. SEE COMMENTS ABOVE BY: SGS 95% P. 02 97273017 P.O1 . - ..._ . .._ . (*I*OKl( TO WR-28-19'34 12:35 FPOM P1.R. d! I i -.RT.CO . 8622 Arpeni Street Suite 0 Santec. California 920714173 16191562-1125 CA 474875 FAX 1619)258-2913 NV 0032560 * DATE: 4--/7 --94 - rc AITN: / rh-? TO: I . NO. ,OF PACES (INC. COVER) z I HAKD COPY TO FOLLOW YES NO -. IF YOU HA VE ANY PKOI3I.EM Kt XEIVINti THIS. PI I- .ASE CAI I. FROM RTS RRCHITECTURE L 04.19.1994 17132 P. I ATS Architacture Intormollon records revlsw &comment return of enclo$uroi opprOM1 $IQnQtUfe & return dl$hlbutlon -I-*- WE TRANSMIT: herewlth In owrdonce. with your reawes1 0 under ieporate cover vla ME HXLOWINQ: drcruings cpeclflmllons copy of letter product Illerolure ---I__ If encbsures ore not or noled. infotm us Immedlolely COPIES - DATE DESCRIPTION FROM RTS RRCHITECTURE 04.19.1994 17133 P. 2 FROM FITS I, .. .. . I P. 4 UUJ rua e? I ,.. . , . ... . . . . .... . , < 2698 WRNNE WAY. WIT[ C 619-727-0286 Fax 727-3017 VISTA. CALIF 92083 SI EPHENS FACSIMILE COVKR SHEET - .- NUMBER OF PACES INCLUDING COVER SHEET: 3 - . ... - ._ IF YOU UO NOT RECEIVY, ALL PAGES, PLKASE CALL AS SOON AS POSSIBLE. IOd ZOO NOIL3ndLSN03 SN3Hd3LS LIOC LZL 619 .- - F 4l .' "M-21-1994 15:29 FPOM M.R. TIMBEF C&T 120 TO ~273017 P . e13 L 1 I_ PANELIZED ROOF PLW4OOP 0-i LOPEZ DUNN RAMIREZ AND ASSOC., INC. Srutturol and Civil Enginreo TOTRL P. B3 1994-04-20 15:23 PFIGE = 03 LOPEZ DUNN RAMIREZ & ASSOCIATES, INC, STRUCTURAL & CIVIL ENGINEERS 7801 Missm Center CI Stt 400 San Diego CA 92108 (619) 407.2118 FAX 497-0429 RESPONSE TO REQUEST FOR INFORMATION (RFI) PROJECT: REFLEX BUILDING (LDR Proj. No. 03-256) PAGE 1 OF 1 -, -- . .... . -. .., RFI No.: 4 SUBJECT: Shorf anchor bolts al inferior column RFI DATE: 4 / 19 194 TODAY'S DATE: 4 / 22 / 94 REQUESTED BY: Jim Sfephens w-. _,_. ~ .____,....,-. ,-.,--, LDR COMMENTS: - - I .- -_ nfT6NREQui RED. SEE COMMENTS ABOVE BY: SGS Cod ZOO NOIL3n2JLSN03 SN3Hd3LS LLOE LZL 619 Lb:01 9Z-bo-b.661 ...... ... 2598 FORTUNE WAY, VISTA CALIF. 92003 FUX 727-301 7 6w-727-82m SI EPHENS FACSIMILE COVER SHEET NIMHBR OF' PACES LNCLUDINC COVER SllKET: ,. .? 1.Y YOU DO NOT KECEIVE ALL PAGES, PLEASE CALL AS SOON AS DOfiSIBLE. IOd COO SN3Hd3LS LlOE LZl Gl.9 - TEL:619-744-1368 wu- -. Sep 20,94 10:50 No.003 P.O1 bHCr1 NO ,_..,.., ........ .__.._,._. ... 01 ... .. .. OALCYLATEDW DLIC-- oneomtu IV DIT€ LCALt .. .I, ...... .......... .. , , .. , , , . . ... .pI)(A.'lre~ .. , , ., , . , .. ....... &r* CP,+%V'U~ .... To .... .,. f I ,,5...N3r.\N.CL* SDQC.. .. ..-FAUI?SL.G ... ... L,\ &,e .............. i .... ....,. ............. ..., > ......... .. ,, ' .. .... .. ....... ........... ....... .., ........... .., , .... .,e? \,,Z..GY .... yG eqT- . ............. ....... ..... ................... .... .. .. , ~. T.1 !WL-f% I ...................... ...................... ,.. .. .. ............. .......... .... :. '! > ~ ............................ ......................... . ..i.. . . .,.I,. ..... _. ............... .. ,. , " ...... .., ,, ... ....... ... ._ ... Poal-IP Fax Note -I_ .. , ............. , .... .... ClGd CARLSBAD , ' , ,BUILDING' DEPT. . ................ ....... ................. .&.. ... ......... ........ ............. .......... I. ,I"/, I ! .,.., ,:i ~ i 1 ! 43-//? 7 FROM RTS RRCHITECTURE 87.20.1994 16:31 FROM RTS RRCHlTEClURE 7 -, MEMORANDUM DATE July 19, 1994 07.19.1994 14r23 P. 1 - TO: Jim Stephens Qeneral Contractor 2598 Fortune Wayl Suite C Vista, CA 92083 FKOM: Wuardo Maldonado, ATS Architecture RE: Reflex Building 1825 &ton Avenue Carlsbad, CA ATS Architecture 4180 Ruth Rd., Suite 230 San Diego, CA 92123 Dear Jim: The metal studs are allowable to be used within the following parameters: 3-5/8" x 25 ga, @ 16" O.C. to maxinium height of 15'4" 4" x 25 gr @ 16" os. to a maximum hei~ht of 15'-8" 6" x 25 ga @ 16" O.C. to a maximum height of 16W 6" x 20 ga @ 16" O.C. to a maximum height of 21'-8" This is base in a steel thickness of ,0179" *- Sincerely. Maldonado, Architect ESGIL CORPORATION 8320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 82123 (619) 5601468 DATE : er - - 8 -0l3 J~~ISDICTIQN: C,T 0% CA .\5bkA ?L.I.N CHECK NO: (A 4 3- 11'77 ~~OJECT ADD~SSS: \ $91 CSTom A&, CFILE COPY GU?S c SZT: C3DE.S IGXZR ?xQJECT NAMZ: c~np S -Tzu n%\ \ & b\Qv# k-04. T,rT-LJP I The plans transmitted herewith have been corrected where building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor 6eficien- 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 necessary and substantially comply with the jurisdiction's cies identified +\a are resolved and 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. been completed. Person contacted: Date contacted: Telephone # 0 Esgil staff did advise applicant that the plan check has m REMARKS: Gc s,-,-o?, Inn5 d-3 *X~nrludeX \n n A6/np c 5hJZ. I , By : n\\ 5db Enclosures: kh- ESGIL CORPORATION \o+,\evr ~ ,.__ ~.., .~ ..... , . ~ .. .. ESGIL CORPORATION 9320 CHESAPEAKE DR.. SUITE 208 SAN DIEGO, CA 92123 (619) 5601468 D.a.Tz : Aod- \l- q3 JU3iSDICTiON: c \-L 0 c av \75d J CFILZ COPY PROJZCT N?.M%: 0 fi~ ~T,V*, o\i <cL 'AhkLaJS. * T\T- UP u J1 I 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 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 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. 821 The applicant's copy of the check list has been sent to: &A Ma\An vNdu5 A,& tlo AT5 I +\go ?--UyL\, u * Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff - did advise applicant that the plan check has Date contacted: Telephone B O been completed. Person contacted: 0 REMARKS : By: Q\, Sa& Enclosures: &- ESGIL CORPORATION '\I8 &* OCM OPC IuwaJRRBxIcm~ (;wpRAI.oo)+(wcIM. Date plans received by jurisdiction: t\ ! 5 t 43 Date plans received by Esgil Corp.: \\{8 !?S Date initial plan check completed: \\\\I By: r\\, S& .TL- Applicant contact person: tL blb.\Arr,C~hD Tel. 4415r FummRu: PLEAsEI(pAD Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical code and state laws regulating energy conservation, noise attenuation and access for the disabled. The 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, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Present California law mandates that construction comply with Title 24 and the applicable model code editions adopted, with or without changes, by the vario;s state agencies authorized to propose building regulations for enforcement at the local level. Code sections cited are based on the 1991 UBC. The circled items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303 (c), 1991 Uniform Building Code, the approval of the plans does not pemit the violation of any state, county or city law. To weed UD the recheck process. note on this list lor a CODY) where each correction item has been addressed. i.e.. Dlan sheet. soecification, etC. submit the revised Dlans. Indicate on the Title Sheet whether or not a grading permit is required for this project. Provide a statement on the Iitle Sheet of the Please make all corrections on the original tracings and submit two new sets of prints, to: Esgil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, California (619) 560-1468. 92123, Please make all corrections on the original Tbe jurisdiction's building department. and submit two new sets of prints, to: B. . Provide the site address and a vicinity sketch on the Title Sheet. Provide the names, addresses and telephone numbers of the owner and the responsible design professionals on the Title Sheet. n All sheets of the plans and the first sheet of the calculations are required to be sianed by the California licensed architect or eneineer responsible for the plan preparation. kase include the California license number, seal, date of license expiration and the date the plans are signed. Business and Professions Code. f Show on the<itle 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 plan or Title Sheet. \ "&d.q4? I Wl E n iitle hTC . 24 and 1991 'LlBC, UMC and UPC 1990 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 Tables 9-A and 9-B. j. Specify the uses of all rooms or areas. c. SWPUH . Provide a fully dimensioned site plan drawn to scale. Show north arrow, 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". 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. f.. Clearly . designate . . any side yards used to justify mcreases in allowable area based on Section 506. . Show on the site plan all proposed walls, retaining walls and fences. Specify their heights on the plans. Provide construction details if a Dart of this permit. id @ J Provide a Building Code Data Legend on the Title Sheet. Include the following code #. Clearly dimension building setbacks from infornation for each building proposed: property lines, street centerlines, and from all adjacent buildings and structures on the Occupancy Group OL &+*a rz site plan. Description of Use I, ,. Type of Construction .. " Show and dimension on the site plan all Sprinklers: Yes or No ,I projections including eaves, Height A extending beyond the exterior walls. Stories balconies, cornices and similar appendages Floor *rea Show on the site plan, or provide the grading Justification to exceed allowable area in Table 2F plans, showing finish floor elevations, 5-C. (if applicable) elevations of finish grade adjacent to buildings, drainage patterns and locations and Justification to exceed allowable height or gradients of cut or fill slopes. stories in Table 5-D. Show dimensioned parking layout including any Provide a note with the building data legend y' required disabled access spaces. stating that yards used for area increases shall be permanently maintained. f Show the location 'of any designated flood plains, open space easements, or other development restricted areas on the site plan. (if applicable) f 8/4/92 2 .., .. . Vertical distances between staiway landings . Winding and spiral stairways are permitted only in residential occupancies. Section 3306 (d). . All interior stairways and ramps shall be enclosed. In other Lh H and I occupancies, an enclosure is not required if serving only one adjacent floor and not connected to stairs or corridors serving other floors. Section 3309 (a). 6. Stairways should be enclosed as specified in Section 3309: are limited to 12 feet. Section 3306 (8). + 'i" a. b. C. d. e. f. Wo-hour fire-resistive walls are required in buildings of Type I and 11-F.R. constmction and in all buildings four or more stories in height, and one-hour elsewhere. Only exit doors are allowed to open into exit enclosures. Doors should be labeled one and one-half hours or one-hour fire assemblies, and noted that the maximum transmitted temperature end point shall not exceed 450 degrees (F) above ambient at the end of 30 minutes of the fire exposure specified in UBC Standard 43-2. Exit enclosures should include a corridor on the ground floor extending to the exterior (see exception). Fire-resistive construction should be as required for the exit enclosure. includine Drotected openings. Only &it doors ire'permitted to open into the corridor. An approved barrier is required at the ground floor to prevent people from accidentally continuing to the lower level. Usable space is not allowed under the stairs. . Occupied floors more than 75 feet above the lowest level of fire department vehicle access should have all exits from the building in smokeproof enclosures. Section 3310 (b). / 8. In buildings four or more stories, one Section 3306 (n). It must be in a smoke-proof enclosure in buildings over 75 feet in height. A first story as allowed by Section 702 shall be included in determining the number of stories when determining if a staiway to the roof is required. Y. staiway must extend to the roof. Staiways exiting directly to the exterior of a building four or more stories in height shall be provided with a means for emergency entry for fire department access. Section (3 p: 0 8. f . c Handrails are reauired on each side af staimays. Stairnays less than U" vide or staxmays serving one dwelling unit my have one handrail (if not open on both sides). Private stairways (1 tenant) need only have a handrail on one side if 30" or less in height. Handrails and extensions shall be 34" to 38" above nosing of treads and be - continuous. Except for private stairways, at least one rail shall extend 12" beyond top and bottom risers. All stairs shall have handrails terminating in a newel or safety post. Section 3306(j). Note: Where access for the disabled is necessary, Title 24 requires handrails on both sides to extend 12 inches beyond the top nosing and 12 inches plus the tread width beyond the bottom nosing. Additionally, handrail height should then be changed to 30"- 34". . The handgrip portion of all handrails shall be not less than 1-112 inches nor more than 2 1 inches in cross-sectional dimension. Handrails projecting from walls shall have at least 1-112 inches between the wall and the handrail. Section 3306 (j). Openings in the exterior wall below or within 10 feet horizontally of an exterior exit staiway in buildings over two stories shall be protected by a self-closing assembly having a three-fourths-hour rating, unless two . separate exterior stairways serve an exterior exit balcony. Section 3306 (k). Openings in exterior walls below or within 10 feet, measured horizontally, of an exterior stair shall be protected by self-closing fire assemblies having a three-fourths-hour fire protection rating when the stair semes a floor level having openings in two or more floors below it. See exception above. Section 3306 (k). Buildings four or more stories in height shall have a staiway numbering system complying with Section 3306 (p). Corridors and exterior exit balconies serving 50 or more occupants must be a minimum 4L inches wide and 7 feet high to the lowest projection. A minimum width of 36 inches may be used if the occupant load is 49 or less. Section 3305 (b). h%en a corridor or exterior exit balcony is accessible to the handicamed. chanees in elevation shall be made by ;dean; of cramp. Section 3305 (f). . Corridors serving 30 or more occupants shall have walls and ceilings of one-hour construction. Show cowliance or clearlv show on plans which of the fbllowing exceptiok has been satisfied: 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. d. Within office spaces occupied by a single tenant, partial height partitions which form corridors and which do not exceed 6 feet in height need not be fire resistive, provided they are constructed in accordance with Section 1705 and are not more than three fourths of the floor- to-ceiling height. Section 3305 (g). . Exit Corridors shall not be interrupted by intervening rooms. Foyers, lobbies or reception rooms constructed as for corridors shall not be construed as intervening rooms. Section 3305(a). . One-hour fire-rated coiridors shall have interior 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 (a). Doors shall be gasketed to provide a smoke and draft seal where the door meets the stop on sides and top. Section 3305 (h). Total area of all openings, except doors, in any portion of an interior corridor, shall not exceed 25 percent of the area of the corridor wall of the room which it is separating from the corridor. Such openings shall be protected by fixed glazing listed and labeled for a fire-protection rating of at least 314- hour. Section 3305 (h). 1 . Protection of openings in the inner walls of exterior exit balconies is not required only when it is possible for occupants to exit in two directions. I?. Elevators serving more than two stories shall not open into required one-hour exit corridors unless protected by an approved smokeldraft control door system. In high rise buildings refer to Section 1807 (h). Section 3305 (j). P Duct penetrations of f ire-rated corridor ceilings shall have fire dampers per Section L306 (j). Combination firelsmoke dampers are required at duct penetrations of rated corridor walls. 4. Fire rated corridors are not to be used to . convey air to or from rooms. UMC Section . Provide a complete architectural section of Ips the corridor, and exterior exit balcony, showing all fire-resistive materials and details of construction for all floor, walls, roof and all penetrations. of combustible materials cannot be suspended below the one-hour corridor ceiling. In types I11 or V construction fire retardant treated wood may be used. . Corridor walls may terminate at the ceiling only if the ceiling is an element of a one- hour fire-resistive 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). 19. If a room with an exhaust fan has a door opening into a rated corridor, show how make- up air will be provided to the room. The door cannot be undercut, nor can a lower in the door be provided. Section 3305(h)l. 1007.. B Section 3305 (g). Section 3305 (g). P n. SI= -- Exit signs are required whenever two exits are required. Show all required exit sign locations. Section 3314 (a). exit signs. Section 3314(d). show two sources of power for the lamps at Show that exits are lighted with at least one foot candle at floor level. Section 3313 (a). 163 Show separate sources of power for exit illumination. (Occupant load exceeds 99) Section 3313 (b). 0 9 164 The exit sign locations as shom are not 0. ELEvmRs 0 adequate. 0.. b I$ - p e.1, - ?ruj 7Zz- . 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. Section 1706. Every opening into an 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. . Elevator shafts extending through more than two floor levels shall be vented to the outside. The area of vent shall be not less than 3 112% of the shaft area and a minimum of 3 square feet per elevator. . Elevators in high rise buildings shall comply with Section 1807(b). . Every elevator lobby or entrance area shall be provided with an approved smoke detector as required by Section 5103(b). . Revise the number of elevator cars per hoistway enclosure to comply with Section . Provide clear inside elevator car dimensions Section 5104. Y lf " 5103(a). as required by Title 24: a. In high-rise buildings, AIEII occupancies, State-owned buildings, residential care homes, hotels, motels, apartments and condominiums: 80" by 54", with a 42-inch side slide door. b. Elevator in buildings more than two stories or buildings where disabled access is required to upper level(s): 68" by 54", with a minimum clear door width of 36". c. Elevators other than in (b) 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 36 inches. Provide notes, details or specifications to show the elevator will comply with UBC Sections 5102-5106 and Title 24. . Doors other than the hoistway door and the elevator car door are prohibited at the point of access to elevator car, except doors readily openable from the car side. Section 5106. P. (;ussAwDGuzm . Specify on the window schedule the glass type and thickness to show compliance with Table 54-A and B. glazing in the following Section 5406(d): Where the nearest edge of glazing is within a 24-inch arc of either side of a door in a closed position (unless there is an intervening wall between the door and the glazing or if the glazing is 5'-0" or higher above the walking surface). Lbr1.3 . Glazing greater than 9 square feet with the bottom edge less than 18" above the floor and the top edge greater than 36" above the floor (unless the glazing is more than 36" horizontally away from walkins surfaces or if a comnlvine p _- I ~ ~~ protectzve bar is installed). f Glazing in shower and tub enclosures (including windows within 5 feet of tub or shower floor). 9- Roop l$. A Class - roof covering is required. Table I?. Specify roof slope. 32-A. Roof pitch is not adequate for roof covering specified. Specify minimum pitch of . Specify roof material and application. '7 Chapter 32. . Specify ICBO, UL or other recognized listing l9 approval number for roof materials not covered . Specify minimum 114 inch per foot roof slope ? for drainage or design to support acclmnrlated water. Section 3207 (a) and Section 2305 (f). Show roof drains and overflows. Size drains 9. per Appendix D of UPC. Section 3207 (a). lf. Show the legal basis to allow roof drainage to in UBC, e.g., tile, etc. flow onto the adjacent property. 8/4/92 11 . B-2 and B-4 occupancies with over 50,000 sq. ft. of undivided area and H-1,2,3,4 or 5 occupancies over 15,000 sq. ft. of single floor area shall have smoke and heat vents per Section 3206. 1 5. Plastic skylights must be separated from each f other by at least 4 feet, unless they are over tfie same room and their combined area does not exceed 100 square feet (or 200 square feet if the plastic is a "CCI" material). Section 5207 (a) 6. 9. Plastic skylights shall not be installed within that portion of a roof located within a distance to property line where openings in exterior walls are prohibited or required to be protected. Section 5207 (a) 7. n skvli&t details to show compliance with Chanter 34 and Section 5201 or nrovide - ICBO or ither recognized approval listink. Provide plastic roof panel details to show compliance with Section 5206 or provide ICBO or other recognized approval listing. 19. Show attic ventilation. Minimum vent area is l/l50 of attic area or 1/300 of attic area if at least 50 percent of the required vent is at least 3 feet above eave or cornice vents. Section 3205 (c). 10. Show location of attic access with a minimum size of 22"x30", unless the maximum vertical headroom height in the attic is less than 30". Access must be provided to each separated attic area, shall be located in a hallway or other readily accessible location and 30" headroom clearance is required above the opening. Section 3205(a). . . ' . B p' R. I'IKE~SiIIG . Fire sprinklers are required for any story or basement when the floor area exceeds 1,5W sq. ft. and there is not provided at least 20 rq. 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 more than 75 feet away. Section 3802 (b). 2. Fire sprinklers are required in a basement if any portion of a basement is more than 75 feet from openings in an exterior wall. 3802 (b). 9 Section Fire sprinklers are required at the top of rubbish and linen chutes and in their terminal rooms. mutes extending through three or more floor shall have additional sprinkler heads installed within such chutes at alternate floors. Sprinkler heads shall be accessible for servicing. Section 3802 (b). 14. Fire sprinklers are required in retail sales rioms kvhere the floor area exceeds 12,000 sq. ft. on any floor or 24,000 sq. ft. on all floors or in B-2 retail sales occupancies more than three stories in height. when exceeding the areas in Section 3802 (f). Section 3802. . Fire sprinklers are required in H occupancies . Provide fire sprinklers in rooms used by the 'y occupants for the consumption of alcoholic beverages %,hen the total area of unseparated rooms exceeds 5000 square feet. For uses to be considered as separated, a one-hour occupancy separation is required. Section 3802 (c). 19f. Provide fire sprinklers Section 506, 501, 508 or 3802. See also jurisdiction ordinance. 198. Note on the plans: "When serving more than 100 sprinkler heads, automatic sprinkler systems shall be supervised by an 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. Provide class __ standpipes per Section 3807. A first story as allowed by Section 702 shall be included in determininn the number of 0 1+. stories when determining if &.andpipes are required. Section 3805. 'S. EwmuJmIm Provide a copy of the project soil report prepared by a California licensed architect or civil engineer. The report shall include foundation design reconmendations based on the engineer's findings and shall comply with UBC Section 2905. 1. Specify on the foundation plan or structural specifications sheet the soil classification, the soils expansion index and the design bearing capacity of the foundation. Section 9. 2905(c). 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. . Ssecify plpood grade and panel spvl rating. fl Table 25-S-1. Show plywood sheathing over exposed eaves, or " other weather exposed areas, is "bonded with exterior glue." Plywood used for exterior wall covering shall be the exterior type. Section 2516 (g)3, 2516(i). ridge as a beam. Section 2517 (h). . If foundation cripple wall studs are less than 14", framing shall be solid blocking or the cripple studs sheathed with plywood. Section 2517 (9) 4. . When roof pitch is less than 3:12, design 2ps. Cripple ' wall studs exceeding h feet in height shall be 3 inch by 4 inch or 2 inches by 6 inches when supporting 2 stories. Section 2517 (9) 4. Ridges, hips, and valleys shall ba at least one size lar et than supported rafters. Section 2517 (hy 3. . In open beam construction, provide strap ties 2F across the beams at the ridge support. Section 2501 (a). . Note on the plans that "all weather-exposed surfaces shall have a weather-resistive barrier to protect the interior wall covering and that exterior openings shall be flashed in such a manner as to make them weatherproof". Section 1708. v. Parking garages shall have an unobstructed headroom clearance of not less than 7'-0" above the finish floor to any ceiling, beam, pipe or similar construction. Section 702 (b). Provide details of restrooms to show compliance with Section 510 (b), regarding floors, walls and showers. b.. If both sexes will be employed and the number r' of employees exceeds four, provide separate toilet facilities for men and women. If "both sexes will be employed 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 (c). / and roof openings. Shall be installed at open and glazed of lmdings and ramps. Shall be installed at balconies or porches 0 more than 30" above grade or floor below. f than service of the building. @ Shall have a height of 42". 0 Shall be detailed showing adequacy of connections to resist the horizontal force prescribed in Table 23-B. @ Openings between railings shall be less than 4". Tne triangular openings formed by the riser, tread and bottom element of a guardrail at a stair shall be less than 6". '51A.13 4 \SJA-iL Shall be installed on roofs used for other . 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. 27/ Show that aisles and seats comply with Sections 3315 and 3316. 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 minimum 20-foot-wide right-of-way, unobstructed and maintained only as access to the public street. The main entrance to the building shall be located on a public street or on the access way. Section 603. Pedestrian walkway shall comply with Section 509. Note on the plans that suspended ceilings Note on the plans that new water closets and shall comply with UBC Tables b.7-A and 23-P. associated flushometer valves, if any, shall use no more than 1.6 gallons per flush and shall mezt performance standards established by the American National Standards Institute Standard A112.19.2, and urinals and associated flushometer valves, if any, shall use no more than one gallon per flush and shall meet performance standards established by the American National Standards Institute Standard A112.19.2. H h S Code, Section 17921.3(b). Y. TITLK24DISABLVJA~ n 283 Provide note and details on the plans to show compliance with the enclosed Disabled Access Check List. Disabled access requirements may be more restrictive than the LiC. 0 8' B P x. EK5.GYcoNsEltvmm 2 4. Provide mechanical plans, plan details, calculations and completed forms to shov compliance with state regulations for energy conservation. 2 5. Provide electrical plans, plan details, calculations and the completed Form 5 or CF-5 to show compliance with state regulations for energy conservation. 2 6. Incorporate in the plans or specifications the attached "Title 24 Mandatory Requirements" and the "Title 24 Construction Compliance Statement Requirements". ADD?TIONAL 287 Please see additional corrections, or remarks, on the following page. 288 To speed up the recheck process, note on this list (or (I copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. 289. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describle them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please check. Yes - No 0 0 0 The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone mber of 619/560-1468, to perform the plan check for your project. If you have any questions regarding these plan check items, please contact RII sal\ N at Esgil Corporation. Thank you. Enclosures: 1. dOW> 2. 8/5/92 I I I I ..., ,..~.,~ ,.,.,. ,, .'. ,. ,,,=.. ;. .. :...I. .. BUILDING AREA, HEIGHT AND STORIES DATA SHEET I I I Over Area Yes (N& I ris NO yes No Yes No Yes No Over Height YCr m I Yes No Yes No Yes NO I yes No Over Stories Yea w I Yes No Yes No YCS No I Ye, No building use I I I I Over Area Yes (N& I ris NO yes No Yes No Yes No Over Height YCr m I Yes No I Yes No Yes NO I yes No Over Stories Yea w I Yes No I Yes No YCS No I Ye, No I I I I I 75-A DS987 ?@ . .."~~~uy _-.- ~ ............. - .. ..,.... ... ...,. .,,.. , .~ ~. . ... ,. . . .~. ,.. ... . . ... , .. .. ..., ". . ~ ..,,,...... .. . . . . . .. TITLE 24 HANDICAPPED ACCESS CORRECTION LIST Jurisdiction bkJ- Plan Check No. rR 4 5 \\q1 k-' - References to section numbers with prefix "2" are to Title 24, California Code of Regulations, Part 2 (California Building Code). Prefix "3" is for Part 3 (California Electrical Code). Prefix "5" is for Part 5 (California Plumbing Code). Exemptions claimed for any item shall be requested in writing and shall include all data needed to detemine "unreasonable hardship" as described in Section 2-422. SITE DEVELOPM€XT /J. iiANDICAPPED PARKING SPACES a. Provide handicapped spaces. 2-7102(b) b. Space shall be so located that handicapped persons are not compelled to wheel or walk behind parked cars other than hislher om. 2-7102(c) c. Parking space shall be a minimum of 9 ft.xl8 ft. with adjacent marked 5 ft. loading zone. Double space shall be 23 ft. wide. Where a single space is provided, the loadinglunloading zone shall be on the passenger side of the vehicle. 2-7102(c). d. Maximum done of oarkine surface in any direction ;hall 'not ixceed 114" p& foot. 2-7102(e). e. Parking space(s) shall be identified with the International Svmbol of Accessibility on reflectorized sign affixed to post or wall, and also duplicated on parking surface (symbol to be 36"x36" and painted at the back of the parking stall). 2-7102(f) f. Entrance to parking area (or at each stall) shall have a sign stating that unauthorized vehicle(s) p"kiy in handicapped space(s) may be subject to tow-away. 2-7102(f) g. If covered parking is provided, then a reasonable portion of the total number of stalls reserved for the disabled d. If no landing is provided, the slope of flared sides shall not exceed 1 in 12. 2-7103( d) e. Surface is to be slip resistant and a contrasting finish from adjacent sidewalk. 2-7103(f) f. Border markings shall be 12" wide of 1/4"x1/4" grooves, 314" apart, located at top and sides. 2-7103(h) Pus a. Site development and grading shall be designed to provide access to primary entrances and access to normal paths of travel and where necessary to provide access shall incorporate pedestrian ramps, curb ramps, etc. 2-7101(a) b. Walks sloping greater than 5% (1 in 20) must comply with ramp requirements of Sec. 2-3307. 2-3325(c) c. Walk width shall be 48" minimum, and shall have slip-resistant surfaces. 2-3325(a) d. 'Ihe maximum cross slope shall not exceed 114" per foot. 2-3325(a)3 e. Gratings are not allowed whenever possible. 2-3325(b) f. At each gate or door a 60"x60" level area is required when the gate swings toward the walk. 2-33251e) .. g. A U''xWI" deep level area is required gate swings away from the walk. when the shall also be covered. 2-7102(a) 2-3325(e) within accessible levels of parking side of gate or door. 2-3325(e) stmctures shall be 8 ft. 2 in. to any structural member, duct or pipe. h. Entrances to and vertical clearances h. A 24" clear space is required at strike (41 PEDESTRIAN RAMPS a. A path of travel with a slope greater in 20 shall be considered a ramp. than 1 2-3307(a) b. The maximum slope shall be 1 in 12. 2-7102(g) 7103( a) ) ?-3307(C.l) b. Curb ramp shall be 48" min. width (2- in 12. 7103(b)) with maxirmrm slope of 1 2-7103(d) c. A level 48" min. depth landing is required at top of curb ramps over entire curb ramp width. 2-7103(d) C. The width shall be 48" minimum. A minirmrm width of 60" is required where a ramp serves as a primary entrance to buildings having an occupant load of 300 or more. Group R Occupancies may be 36" when the occupant load is 50 or less. 2- 3307(b.l) n ... ........ ......... ...... ..L ........................ .. , .. , ............ . ....... ... ~ ..~. d. Ihe surface of ramps shall be slip- resistant. 2-3307(g) e. A 60" intermediate landing is required at maximum elevation change of 30" and 72" landing at each change of direction (over 30 degrees). 2-3307(d.1) E. Landings are required at of ramps. 2-3307(d.l) top and bottom g. Bottom landing shall be minimum of 72" in the direction of travel. Fig. 2-33- 1lA h. Top landing 2-3307(d.1) shall be 60" x 60" minimum. i. When door swings onto top landing, minimum depth of landing required is door width plus 42". 2-3307(d.1.) j. Top landing shall have 60" min. width when door swings onto the landing, with 24" on strike side of door at exterior ramp, or 18" at interior ramp. 2-3307(d.1) k. Ramp handrails are required on each side of ramp, when slope exceeds 1 in 15. 2- 3307( e. 1) 1. Ramp handrails shall be continuous, located 30"-34" in height above ramp surface, with 12" extensions beyond top and bottom, and the ends returned. 2-3307(e.l) m. Handrails shall be 1-114" to 2" cross section, spaced minimum of 1-112'' from wall. 2-3307(e.1) n. A 2" high curb or wheel guide rail centered 3" + 1" above ramp surface is required on - both sides where not otherwise bounded bv walls when the ram exceeds 10 feet in iength. 2-3307 (h. 1) SPECLU ACCESS LImS a. Lifts may be provided between levels, in lieu of elevator, when the vertical distance between landings, structural elevator, structural design and safeguards are as allowed by the State of California, Department of Industrial Relations, Division of Occupational Safety and Health. 2-5107(a) . Ihe lift platform shall be of sufficient size to accommodate a wheelchair (30"x48"). 2-5107(a) area or landing (6O"xW') for access to the lift. b. C. There shall be a level and clear floor at each level 2-5107(a) a. Provide 80" headroom from walkvay surface to my overhanging obstruction. 2-3326(b) - b. Headroom of 80" minimum shall be maintained for walks, corridors, aisles, etc. 2-522(f) c. Protruding objects with leading edges between 27" and 80" above finished floor shall not protrude more than 4" into walks, corridors, etc. 2-522(f) d. Free standing objects mounted on posts between 27" and 80" above the floor may project a maximum of 12". 2-522(f) e. Abbrupt changes in level exceeding 4" adjacent to walks, except between walks and adjacent streets or drives, shall be identified by 6" high warning curbs above walk surface. 2-3326(a) €xmA?msA?rD~M a ENTRANCES, Do3Rs, VESTIBULES AND CORRIDORS . All primary entrances to buildings shall be accessible to the handicapped. 2-3301(f) All required passage doors shall have 32" '* clear opening at 90 degrees (36" door). 2-3304(f) i. At least one of a nair of doors shall P I meet-the minimum 32" ciear entrance width requirement. 2-3304(f) 4. Threshold shall be no higher than 112" above the floor. Edge to be beveled with a slope no greater than 1 in 2, if more Exterior level landing may slope up to 114" per . foot in any direction for surface drainage. 2-413 . Door hardware shall be of the lever or push type, mounted 30" to 44" above the floor and be operable with a maximum effort of 8.5 lbs. for exterior doors and 5 lbs. for interior doors. 2-3304(c), 2- 3304(1.2) The lower 10" of the door shall be of smooth, plane surface (no recess or trap) except at automatic and sliding doors. 2-33O11( i. 3) h Building entrance(s) shall be identified ' by sign with the International Symbol of Accessibility. Show location on plan. Ihe symbol shall be a white figure on blue background. 2-522(b) 1'. At turnstile. nrovide an access eate. 32" - than 114". 3304(i.1) #- / clear width &hng, within 30- feet of turnstile. 2-3304fi.4) I I . There shall be a clear area on each side of door, 60" deep in direction of door swing and 44" deep in opposite direction of door swing. 2-3304(1.1) Doors (other than handicap compartment) are not to encroach more than 12" into above mentioned clear space. 2-511.l(a) Provide a 28" clear between water closet and wall. 2-511.l(a) j! A 48" long clear space is required in front of water closet. A 60" clear space is required when the toilet compartment has a side door. 2-511.l(a) space between water '. closet and fixture or 32" clear space e Water closet comartment door to provide 32" clear width for end entry and 34" clear width for side entry. Door to be self-cl- .a rdkcc baT& rm5 y. SINGLE ACCOHHODATION TOILFP FACILITIES fixture or 32" from a wall. 2-511.l(a) a. Water closet shall be located 28" from a b. Minimum clear space in front of water closet shall be 48". 2-511.l(a) c. In an existing building, a single accomdation toilet facility may have a space 36" wide x 48 " long in front of water closet. 2-511.l(a) )/!. GU BARS AT WATER CLOSEE a. One at side 42" long extending 24" in front of water closet; one at rear 36" long centered on water closet; both mounted 33" above floor. Where a tank- type toilet is used, grab bar may be as high as 36". 2-511.l(a) b. Bars shall be 1-114" to 1-1/2" in diameter with 2-511.l(a) l-1/Zit clearance to wall. C. Bar fasteners and mounting support shall be able to withstbhd 250 lbs./ft. in bending, shear and tension. 2-511.J(a) n . Height of water closet seat shall be 17" f to 19" above floor. 5-1502 Controls shall be operable with one 7 hand, and shall not require tight grasping, pinching or twisting of the -1st. 5-1502 @ Controls for the flush valves shall be mounted on the wide side of toilet areas, no more than 44" above the floor. 5-1502 f Tne force required to activate controls shall ba no greater than 5 pounds force. 5-1502 @RINALS A Where urinals are urovided. the rim of at v least one shall pgoject 14;l from the wall and be located 17" maximum above floor. 5-1503(a) b The force required to activate the flush valve shall be 5 lbs. maximum and located 44" maximum above floor. 5-1503(b) Provide 30" x 48" clear floor space for + forwLd approach. 2-511.l(b) 4. LAVATORIES / a. Provide 30" x 48" clear floor space for forward approach. Said clear floor space may include knee and toe space under lavatory described below. 2-511.l(b) b. Provide clear space beneath lavatories 29" high by 30" wide by 8" deep at top and 9" high by 30" wide by 17" deep at bottom from front of lavatory (toe space). The maximum counter surface height should be 34". 5-1504(a) e. Hot water and drain pipes under lavatories shall be insulated. 5-1504(b) d. Faucet controls and operating mechanism (operable with one hand) shall be of the type not requiring tight grasping, pinching or twisting of the wrist (such as lever-operated) and an operating force not exceeding 5 lbs. 5-1504(c) e. If self-closing valves are used, they shall remain open for at least 10 seconds. 5-1504(c) ;b. TOILET Roon ACCESSORIES a. Mirror bottom edge shall be located 40" b. Toilet tissue dispensers shall be munted of toilet maximum above floor. 2-511.l(b) within 12" from the front edge seat. 2-511.l(b) c. Operating parts of dispensing and disposal fixtures (towels, waste, coin slots, etc.) shall be within 40" of floor. 2-511.l(b) 4. SANITARY FACILITIES IDENTIFIWION a. On dooways leading to sanitary facilities the symbols to be provided are 12" Equilateral triangle for men, 12" diameter circle for women, and 114" thick, centered on door, 60" high and contrasting color. Unisex facilities shall be identified by the circle with the triangle superimposed within the circle. 2-511.l(a) ;d. BATHING FACILITIES a. One such facility shall comply when provided for the public, clier.ts cr employees. 2-511.l(a) b. Shower compartment shall be 42" wide, 48" deep, with a 36" wide entrance. 2-511.l(a) C. Show on the plans that the handicapped bathing facilities shall conform to requirements of Sec. 2-511a-9, 5-1505 and 5-1506, i.e., folding seat, flexible shower hose, etc. _. -Ilnprrwnns /. DRINKING FO€RTAIN a. Drinking fountains shall be within alcoves. The alcove shall be not less than 32" wide by 18" deep. b. When the enforcing agency determines that it would create an unreasonable hardship to locate the water fountain in an alcove, the water fountain may project into the path of travel, and the path of travel shall be identifiable to the blind as follows: (1.) Ihe surface of the path of travel at the water fountain shall be textured so that it is clearly identifiable by a blind person using a cane. The minimum textured area shall extend from the wall supporting the water fountain to 1 foot beyond the front edge of the water fountain and shall extend 1 foot beyond each side of the water fountain, or (2.) Wing walls shall be provided on each side of the water fountain. The wing walls shall project out from the supporting wall at lest M far as the water fountain to within 6 inches of the surface of the path of travel. Also, there shall be a minimum of 32 inches clear between the wing walls. Note on the plans that drinking fountain shall conform to requirements of Sec. 2-511~ and 5-1507. 2-511.l(c) C. $. KIBLIC lzLEpHoNE 24. PLUMBING REQUIRmwrS a. hhere kitchenettes are provided at eqloyee break rooms, conference areas, customer lounges, etc., the faucet controls at kitchen sinks shall be operable with one hand and shall not require tight grasping, pinching or twisting of the wrist (i.e., use lever- operated, push-type, etc.). If self- closing valves are used, they shall remain open for at least 10 seconds. 5-1508 0 GRCUPAOCCJPhRCX~ )d. AUDITORIUMS, ASSEMBLY WS, THEATRES, FIC. a. Seating and toilet facilities for the from the handicapped shall be accessible main lobby or primary entrance. 2-611(b) b. This structure requires wheelchair seating spaces. In theaters and auditoriums, the seating shall be provided in a variety of locations so as to provided a choice of admission prices. 2-611(b) c. Each wheelchair space shall be SO" x 30" and level. 2-S11(b) d. When the seating capacity exceeds 300, the wheelchair spaces shall be in more than one location. 2-S11(b) seats for semi-ambulant persons. Clear leg space shall be at least 24". 2-S11(b) e. "his stmcture requires - f. Stages, enclosed and unenclosed platforms, orchestra pits, ticket booths, and refreshment sales facilities shall be made accessible. 2-611(b) STADIUMS, GRLNDSTANDS, BLEAMERS, PAVILIONS, GYHNAsm a. This structure requires wheelchair seating spaces. In theaters and auditoriums, the seating shall be provided in a variety of locations so as to provided a choice of admission prices. b. When the seating capacity exceeds 300, the wheelchair spaces shall be in more than one location. 2-611(c) 2-611(c) a. Provide space 30" x 118" for forward or parallel approach to telephone. 2-511.l(d) b. Note on the plans that public telephone shall conform to requiromants of Sec. 2-511.1(d). 23. ELBXRICAL REQUIRD~ENTS @ 15, 20 and 30 amp receptacle outlets shall be bstalled not less than 12" above floor. 3-210-50(e) @ Center of switches shall be located not less than 36'' nor more than &E'' above the floor. 3-380-8(c) 0 C. Ticket booths must be accessible from both sides. 2-611(c) d. Participation meas such as ball courts, exercise rooms, tracks, and clubrooms must be accessible. 2-6ll(c) e. Spectator and participant sanitary and locker facilities must conform to the requirements of Chapter 2-5. Z-Sll(c) ... . .~ ,. .. > *. .* VALUATION 1 VALUE I*!ULTIPLIER 41. cc 234- 5Y - \ 35 7 00 - I 3UILDINC PORTION EU1LI)INC ABE4 I Mni * \/9 ! tsccI 33 - 534,\0f - , I Datei \\I 13/43 Jurisdiction CAYkbdc0 Prepared byi VALUATTCIN AND PL&.N CHXK FEE an AWL Air Conditionina Commercial . Residential @ 23- @ 3.u - 1f13bF' Res. or Corn. - ~ Fire Sprinklers I ggsi @ \.&5/ ' 30,5*0 I - I 703,JqO Total Value Bldg. Dept. dEsgil PLAN CHECK NO. LrS 9'3-\\47 cT> 3UILDING ADDRESS \%@* r25-G- hVL. APPLI CAN T/CON TAC T FA MaIA Dn& PHONE NO. jqA - i-1q-75 3UILDINC OCCUPANCY 5- ' DESIGNER PKONE - TYP3 OF CONSTBUCTION -T- A' CONT3ACTOR PHONE - Bcilding Permit Fee S-- - s J&/a&J.G I Plan Check Fee 5 s I7 33. 23 COMMENTS; %%br,b 8 v. =@ -4 SEEET OF (;> ~ 12/87 APPROVAL The item you have submitted for review has been information and/or specifications provided in your submittal; any changes to after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes. Please review approved. The approval is based On plans, By: Date:* DENIAL Please see the attached report of deficiencies plans or spec~ications for compliance with applicable codes and standards. Submit corrected plans and/or specifications this for review, marked withg Make necessary Corrections to ,deb 0 Kddd bflhLW6 P?oud* 6. Date: - FOR OFFICAL USE ONLY ON TO ISSUE BUILDING PERMIT DATE: 3 Y I AlTACHMENTS 0 Dedication Application 0 Dedication Checklist CONTACT PERSON 0 Improvement Application 0 Improvement Checklist NAME 0 Future Improvement Agreement ADDRESS: PHONE: P\dou\chkl~bp0001 Bm RN 6lSla2 2075 Las Palmas Dr. - Carlsbad, CA 92009-1 576 - (61 9) 438-1161 FAX (61 9) 438-0894 @ BUILDING PLANCHECK CHECKLIST / SITE PLAN 1st 2ndJ 3rdJ 0 0 1. Provide a fully dimensioned site plan drawn to scale. Show: A. North Arrow D. Property Lines Easements B. Existing & Proposed Structures E. Easements C. Existing Street Improvements F. Right-of-way Width & Adjacent Streets / d [7 [7 2. Show on site plan: A. Drainage Patterns C. Existing Topography B. Existing & Proposed Slopes d [7 0 3. Show on a section drawing or include a note stating that there is a minimum of 6". difference between the finished floor and the finished grade elevation adjacent to the structure. Include note: "Surface water to be directed away from the building foundation at a 2% gradient for no less than 5' or 2/3 the distance to the property line (whichever is less)." 0 0 4. On graded sites, the top of any exterior foundation shall extend above the elevation of the street gutter at point of discharge or the inlet of an approved drainage device a minimum of 12 inches plus two percent" (per 1990 UBC 2907(d)5.). 0 0 5. Include on title sheet A. Site address B. Assessor's Parcel Number C. Legal Description For commercial/industriaI buildings and tenant improvement projects, include: Total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. EXISTING PERMIT NUMBER DESCRIPTION Page 1 of 4 REV 6/5/92 BUILDING PLANCHECK CHECKLIST DISCRETIONARY APPROVAL COMPLIANCE 2ndJ 3rdJ 0 0 6. Project does not comply with the following Engineering Conditions of approval for Project No. Conditions were complied with by: Date: DEDICATION REQUIREMENTS n/o 0 7. Dedication for all street Rights-of-way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ -pursuant to Code Section 18.40.030. Dedication required as follows: 000 Attached please find an application form and submittal checklist for the dedication process. Provide the completed application form and the requirements on the checklist at the time of resubmittal. Dedication completed by Date: IMPROVEMENT REQUIREMENTS 8a. All needed public improvements upon and adjacent to the' building site must be constructed at time of building construction whenever the value of the construction exceeds $ -pursuant to Code Section 18.40.040. Public improvements required as follows: Please have a registered Civil Engineer prepare appropriate improvement plans and submit them together with the requirements on the attached checklist for a separate plancheck process through the Engineering Department. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of permit. Attached please find an application form and submittal checklist for the public improvements requirements. Provide the completed application form and the requirements on the checklist at the time of resubmittal. Improvement Plans signed by: Date: Page 2 of 4 REV 5/5/92 . BUILDING PLANCHECK CHECKLIST IstJ 2ndJ 3rdJ 0 0 0 8b. Construction of the public improvements may be deferred pursuant to code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $ so we may prepare the necessary Future Improvement Agreement. This agreement must be signed, notarized and approved by the City prior to issuance of a Building Permit. Future public improvements required as follows: 0 0 0 8c. Enclosed please find your Future Improvement Agreement. Please return signed and notarized Agreement to the Engineering Department. Future Improvement Agreement completed by: Date: [7 [7 8d. No Public Improvements required. SPECIAL NOTE: Damaaed or defective improvements found adiacent to buildina site must be repaired to the satisfaction of the Citv Inspector prior to occupancv. GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11.06.030 of the Municipal Code. 9a. Inadequate information avail&& nn S ite Plan to make a determination on grading / 3 quantities (cut, fill import, export), /L’d de,),;.]S ~ - J!F PdJ& xu L/ 9b. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be Submitted together with the completed application form attached. NOTE: The Gradina Permit must be issued and rouah aradina approval obtained prior to issuance of a Buildina Permit. #,e ;G;.M/ ,&& 7~~6 pgL, 8633 ,&Bo[/? Grading Inspector sign off by: 0 n/o 9c. No Grading Permit wqeir&kp Date: BUILDING PLANCHECK CHECKLIST Page 3 of 4 P\doca\chklsl\bp0001 .frm REV 6WS2 _- MISCELLANEOUS PERMITS &;J IO. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-way and/or private work adjacent to the public Right-of-way. Types of work include, but are not limited to: street improvements, trees, driveways. A separate Right-of-way permit issued by the Engineering Department is required for the following: No do Please complete attached Right-of-way application form and return to the Engineering Department together with the requirements on the attached Right-of-way checklist, at the time of resubmittal. 11. A SEWER PERMIT is required concurrent with the building permit issuance. The fee is noted in the fees section on the following page. 12. INDUSTRIAL WASTE PERMIT is required. Applicant must complete Industrial Waste Permit Application Form and submit for City approval prior to issuance of a Permit. Industrial waste permit accepted by: Date: Page 4 of 4 REV 6/5/01 . ENGINEERING DEPARTMENT ENGINEERING REVIEW SECTION FEE CALCULATION WORKSHEET 0 Estimate based on unconfirmed information from applicant. Calculyyned on building plancheck plan submittal. .+gwA#d A& Bldg. Permit No. 93 -//97 Prepared by: ,& Date: :/7/9$ Checked by: h&rne Date: 11.23 93 EDU CALCUIATIONQ List types and square footages for all uses. Types of Use: 87c.h'C e Sq. Ft.: dJo0 /g@ EDU's: /!uB /L, /&--? 5@ 3:2f / ADT CALCULATIONS List types and square footages for all uses. Types of Use: &c Total ADT's: /A 7 PUBLIC FACILITIES FEE REQUIRED YES 0 NO (See Buildlng Department for mount) reduced Traffic Impact Fee) 1 .PARK-IN-LIEU FEE X NO.UNITS ADT's: ./97 X FEUADT d/ =$ o? 667 3. BRIDGE AND THOROUGHFARE FEE X FEUEDU: vo+JF =$= 5. SEWER FEE PERMT No. 5E93J0Lc SENEFIV AREA: x FEEEDU: J76.7 =sa =c s- EWER LATERAL ($2,soC DEPOSIT) DL3fi-y . "LrS %4-%42\--?--?4 FRId REV ORZ . ~ -- - _. ~~ . - , -__ CI a p1 Item Complete kern [ncornplete Needs your action 1, 2, 3 Number in circle indicates plancheck number where deficiency was idenrsed duo Enviro~talRcvi~Rrquircd. m-No~mE DATE OF COMPUTION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval APPROVAWRESO. NO. DATE. PROJEm NO. OTHER RELATED CASES: Compliance with conditions of approval? U not, state conditions which require action. Conditions of Approval efaa cllifornu ~collrtllcommdrrioaPamitRcqrdrrd:YEs, NO - DATE OF APPROVAL: %U DkgO CWt DhtriCr, 3111 clmiao Dd Rb Ne Suite 200, S.n w, CA. 91106-1725 (619) 521-8036 compliance with conditions of approval? If nor, state conditions which require action. conditions of Approval 6 \. Site Plan: - 000 000 on0 zonins dno da a 1. 2. 3. 4. 1. 2. 3. 4. Provide a fully dimensioned site plan dram to scale. Show: Nonh MOW, property lines, easements, existing and proposed stmctures, streets, existing street improvements, right-of-way width and dimensioned setbacks Show on Site Plan: Finish floor elevations, elevations of finish grade adjacent to building, existing ropographical lines, exisring and proposed slopes and driveway. Provide legal description of property. Provide assessor's parcel number. DAn OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER PLNQCFRM 93220 Fire Department Bureau of Prevention City o f Car lsbad Plan Review: Requirements Category: Building Plan Check Date of Repon: Thursday. December 23, 1993 Contact Name Ed Maldenado Reviewed by: h-& flF Address 4180 Ruffin Rd #230 City, State San Diego CA 92123 Bldg. Dept. No. 93-1197 Job Name Reflex Gorp Planning No. Job Address 1825 Aston Ste. or Bldg. No. Approved - The item you have submitted for review has been approved. The approval is based on plans; information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifica- tions, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. 0 Disapproved - Please see the attached report of deficiencies. Please make corrections to plans or specifications necessary to indicate compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. For Fire Department Use Only Review 1st 2nd 3rd CFDJoMt 93228 File# Other Agency ID I 2560 Orion Way Carisbad, California 92008 (619) 931-2121 I INDUSTRlAL WASTE DISCHARGE PERMIT APPLICATION .- I Pont-Wv brand fax trnnsmlttal memo 78)'1 lnof~rm * / I BUSINESS NAME SKE ADDRESS- ' -JFd#Aki7- d/Y #e. . CONTACT PERSON (at buslness]-A i -' Type of Business (check all that apply) AgrlcuAural Government Laboratory Laundry Mrnufacturlng MbUIcel Metal Work me Electronic$ DESCRIBE WASTE OTHER THAN DOMESTIC (Chemicals, Particulator, eto.) /& d&dU GENERAL DESCRIPTION OF ONSm WASTONAtER PROCESSING: (chemlul & physlcd chrracteristlca), bMA.H 18 businem presently in operaHon at sitr? 0 YES ~ZNO Ha8 Wastewater Dlsoharge PermA been rpplled for through the Enclna Water Authority? 0 YE8 FNO Appllcant'a Name Mle .& de Phone Pleur Prlnt EXEMPT r NOT D(EMPT Deto forwarded to Enoinr LOPEZ DUNN RAMIREZ & ASSOCIATES, INC. STRUCTURAL & CIVIL ENGINEERS 781 Mission Center Ct., Ste. 400 San Diego, CA 92108 (619) 497-2118 FAX (619) 497-0429 STRUCTURAL CALCULATIONS FOR: REFLEX BUILDING Aston Avenue Carlsbad, CA 92008 LDR PROJ.# 93-256 PREPARED FOR: ATS ARCHITECTURE 4180 Ruffin Road, Suite 230 San Diego, CA 92123 DATE: November 30, 1993 PLANCHECK RESUBMITTAL e DESIGN LOADS DESIGN VALUES VERTICAL LATERAL BASE PL AND FT'G TABLE OF CONTENTS PAGE 1 PAGE 2-9 PAGE 8 - 14 PAGE15-31 PAGE 32 - 35 I DESIGN LOADS 1) ROOF DEAD LOAD Roofing Framing Insulation Ceiiing Mix. Plywood = 6.0PSF = 1.5 = 3.5 = 1.0 = 2.0 = 3.0 = 13.0 PSF ________ LIVE LOAD Slope > 4:12 < 12:12 = 16.0 PSF = 20.0 PSF Slope < 4:12 DESIGN VALUES 1) WOOD MEMBERS L.F. No. 2 Fb = 1450 psi F, = lo00 psi J&P. No. 1 Fb = 1500psi Fc = 1250psi B&S. No. 1 Fb = 1300 psi Fc = 925 psi 2) GLULAM MEMBERS 24F-V4 Fb = 2400 psi Fc = lo00 psi 24F-V8 Fb = 2400 psi Fc = 1000 psi F, = 850 psi F, = 95 psi E = 1700000in Ft =lo00 psi Fv = 95 psi E = 1800000in Ft = 675 psi Fv = 85 psi E = 1600000in Ft = 850 psi Fv =165 psi E = 1800000 in Ft = 850 psi Fv =165 psi E = 1800000in Project ZEFLE: X Subject VEWICAJ-. Job No. By 5s Date & Sheet No. - 2 of- ee-s p3-b ... ... . .,. 2R Sheet No Engineer Date 11/93 LOPEZ DUNN RAMIREZ & ASSOCIATES, INC. STRUCTURAL & CIVIL ENGINEERS Project NO 4 33256A PROGRAM: TWO-SPAN GLU-LAM BEAM DESIGN. ver 1.3 ...................................................................... - 08/12/93 PROJECT :REFLEX ...................................................................... MEMBER : a wG.= z@3cG */I , WC = 2264 +/I LENGTH LENGTH Fb Fv LOAD E I s. SPAN CANT. DURATION ft ft psi psi 34 6 2400 165 1.25 1.8 5904 MOMENT MOMENT SECTION AREA SHEAR SHEAR SHEAR s. SPAN CANT. MODULUS LEFT RIGHT - RIGHT + 65738 -46200 263 78 7991 -10709 9350 6 /8 I' USE s'/e x zLI (24F-\I 8) CAMBER SIMPLE SPAN CAMBER CANTILEVER 2 /8 '' MEMBER : RB-1 - LENGTH ft WO 5 ZSb ?k/t ; LJi = ZL4 It/( Fb Fv LOAD E I psi psi DURATION 22 2400 165 1.25 1.8 1918 MOMENT s. SPAN SECTION AREA SHEAR SHEAR MODULUS X 33275 133 44 6050 6050 CAMBER SIMPLE SPAN 5 /8 " 4 PROGRAM: SIMPLY SUPPORTED BEAM DESIGN w/ UNIFORM LOAD. ver 1.4 ............................................................... PROJECT :REFLEX ............................................................... MEMBER : WEJ, = ZBb */I (ht, = zb4 +/I LENGTH Fb Fv LOAD E I ft psi psi DURATION 27 MOMENT s. SPAN 2400 165 1.25 1.8 3955 SECTION AREA SHEAR SHEAR MODULUS X 50119 20 0 54 7425 7425 CAMBER SIMPLE SPAN 6 /8 ‘I 5 PROGRAM: TWO-SPAN GLU-LAM BEAM DESIGN. ver 1.3 ...................................................................... - 08/12/93 PROJECT :REFLEX ...................................................................... MEMBER : RB-5 wo = 24'9 */I ; u), = 27b *A - LENGTH LENGTH Fb Fv LOAD E I s. SPAN CANT. DURATION ft ft psi psi 27.5 4 2400 165 1.25 1.8 3955 MOMENT MOMENT SECTION AREA SHEAR SHEAR SHEAR s. SPAN CANT. MODULUS LEFT RIGHT - RIGHT i 45428 -31625 182 66 6756 -9056 9056 4 /8 " dsE s/sX 21 CW-VB) CAMBER SIMPLE SPAN CAMBER CANTILEVER 1 /8 " MEMBER : RB-6 0 LENGTH ft 'CJ~ = 294 rt/\ ; WL */I Fb Fv LOAD E I psi psi DURATION 23.5 2400 165 1.25 , 1.8 2490 MOMENT s. SPAN SECTION AREA SHEAR SHEAR MODULUS X 39693 159 49 6756 6756 CAMBER SIMPLE SPAN 5 /8 " USE S'lts X I8 (24F-U4) h PROGRAM: SIMPLY SUPPORTED BEAM DESIGN w/ UNIFORM LOAD. ver 1.4 ............................................................... S.G.S. STRUCTURAL SERVICES 08/12/93 PROJECT :REFLEX MEMBER : JURLINS LENGTH Fb Fv LOAD E I ft psi psi DURATION 30 2400 165 1.25 1.8 2411 MOMENT s. SPAN SECTION AREA SHEAR SHEAR MODULUS X project PtFL.t..Y D By 5'- Dale .-1'" Sheet NO. dof- Subject VCY .1.1 i/A !- Job No. SAI: CONTBEAM - Continuous Beam Analysis Version 1.06 - 07/31/1989 - C4.0 Copyright (C) 1986, Structural Analysis, Inc. Indialantic, FL 32903 (407) 727-1562 Input data filename: ct-ref.dat DATE: 9-14-1993 TIME: 11:42:32 Job Descr: REFLEX CORPORATION, RB-4 **'BASIC DATA*** CODE LAST BMS E(ksi) NO YES 3 1800.0 ***SPAN DATA*** BM SPAN BEAM-I WLD 1 6.0 5904. 1.0 2 34.0 5904. 1.0 3 6.0 5904. 1.0 ***UNIF. LOADS*** BM TYPE LOAD START END WIDTH 1 DL 286.0 .o 6.0 1.0 2 DL 286.0 .o 34.0 1.0 3 DL 286.0 .o 6.0 1.0 1 LL 264.0 .o 6.0 1.0 2 LL 264.0 .o 34.0 1.0 ***CONC. LOADS*** BM TYPE P LOC 1 DL 3.9 .o 1 LL 3.6 .o 3 DL 3.1 6.0 3 LL 2.9 6.0 ***MOMENT ENVELOPE & SHEARS @ 1/1OTH POINTS*** POINT: .o .1 .2 .3 .4 .5 .6 .7 BEAM NO. 1: MT: .o -2.4 -4.8 -7.4 -10.1 -12.9 -15.7 -18.7 MB: .o -4.6 -9.3 -14.2 -19.4 -24.7 -30.3 -36.0 V: .o 7.8 8.1 8.4 8.7 9.1 9.4 9.7 BEAM NO. 2: MT: -28.3 .7 23.4 39.7 49.7 53.3 50.6. 41.5 -38.2 -25.4 -15.8 -9.5 -6.6 -6.9 -10.6 MB: V: 8.4 6.5 4.6 2.8 .9 2.3 4.1 BEAM NO. 3: MT: -24.0 -21.1 -18.4 -15.7 -13.2 -10.7 -8.4 -6.1 .8 .9 1.0 -21.8 -25.0 -28 10.1 10.4 1-0 -42.0 -48.1 p 26.0 4.2 -24 -17.5 -27.8 -41 6.0 7.9 9 -4.0 -1.9 ,- -. MB: -41.4 -36.8 -32.3 -27.9 -23.6 -19.4 -15.3 -11.3 -7.5 -3.7 V: 7.8 7.6 7.4 7.2 7.1 6.9 6.7 6.6 6.4 6.2 ***REACTIONS*** SUPP R D/T 1 21.0 .52 2 17.5 .57 ***DEFLECTIONS*** BM DEFL. 1 .47 @ END, .47" MAX. @ 72.0" FROM COLUMN C/L 2 .94 3 -.41 @ END, -.41" MAX. @ 72.0" FROM COLUMN C/L End of CONTBEAM Elapsed Time: 0 min 2 sec LOPEZ DUNN RAMIREZ & ASSOCIATES, INC. Shee,No 7.4 Engineer Date 11 1-3 STRUCTURAL & CIVIL ENGINEERS Project No 932'5 b P.L , L.L. 43@* 432* n PI P2 3432 31 68 SAI: CONTBEAM - Continuous Beam Analysis Version 1.06 - 07/31/1989 - C4.0 Copyright (C) 1986, Structural Analysis, Inc. Indialantic, FL 32903 (407) 727-1562 Input data filename: CB11-REF.DAT DATE: 11- 1-1993 TIME: 21:57:23 Job Descr: REFLEX CORPORATION, RB-11 - cL_ ***BASIC DATA'** CODE LAST BMS E(ksi) NO YES 3 1800.0 ***SPAN DATA**' BM SPAN BEAM-I WLD 1 6.0 5904. 1.0 2 34.0 5904. 1.0 3 6.0 5904. 1.0 "'UNIF. LOADS**' EM TYPE LOAD START END WIDTH 1 DL 312.0 .o 6.0 1.0 2 DL 312.0 .o 34.0 1.0 3 DL 312.0 .o 6.0 1.0 1 LL 288.0 .o 6.0 1.0 2 LL 288.0 .o 34.0 1.0 3 LL 288.0 .o 6.0 1.0 '"*CONC. LOADS*** BM TYPE P LOC 1 DL 4.4 .o 1 LL 4.0 .o 3 DL 3.4 6.0 3u 3.2 6.0 k**M- ENVELOPE & SHEARS @ 1/10TH POINTS*** POINT: .o .1 .2 .3 .4 BW W. 1: E(94 .o -2.7 -5.5 -8.4 -11.4 Hlr .o -5.1 -10.5 -16.1 -21.9 Wr .o 8.8 9.1 9.5 9.8 BEAM NQ. 2: -.o 24.8 42.7 53.7 w: -43.9 -30.2 -20.1 -13.6 V: 11.2 9.2 7.1 5.1 3.1 MT: B BEAM NO. 3: .5 .6 .7 .8 .9 1.0 -14.5 -17.7 -21.1 -24.6 -28.1 -31 -27.9 -34.1 -40.6 -47.2 -54.1 -61 10.2 10.6 10.9 11.3 i11.6 E 57.7 54.8 44.9 28.2 4.4 -26 -10.7 -11.4 -15.8 -23.7 -35.2 -50 1.0 2.6 4.6 6.7 8.7 10 MT: -26.2 -23.1 -20.1 -17.2 -14.4 -11.7 -9.1 -6.7 -4.3 -2.1 MB: -50.4 -44.4 -38.6 -33.0 -27.6 -22.5 -17.6 -12.9 -8.4 -4.1 V: 10.2 9.8 9.5 9.1 8.8 8.4 8.0 7.7 7.3 7.0 ***REACTIONS*** SUPP R D/T 1 23.2 .52 2 20.9 .52 ***DEFLECTIONS*** BM DEFL. 1 .57 @ END, .57" MAX. @ 72.0" FROM COLUMN C/L 2 1.02 3 .49 @ END, .49" MAX. @ 72.0" FROM COLUMN C/L End of CONTBEAM Elapsed Time: 0 min 2 sec 7.7 SAI: CONTBEAM - Continuous Beam Analysis Version 1.06 - 07/31/1989 - C4.0 Copyright (C) 1986, Structural Analysis, Inc. Indialantic, FL 32903 (407) 727-1562 Input data filename: CB15-REF.DAT DATE: 11- 1-1993 TIME: 21:56: 7 Job Descr: REFLEX CORPORATION, RB-15 "'BASIC DATA**' CODE LAST BMS E(ksi) NO YES 3 1800.0 ***SPAN DATA*** - BM SPAN BEAM-I WLD 1 4.0 5904. 1.0 2 28.0 5904. 1.0 3 4.0 5904. 1.0 ***UNIF. LOADS*** BM TYPE LOAD START END WIDTH 1 DL 312.0 .o 4.0 1.0 2 DL 312.0 .o 28.0 1.0 3 DL 312.0 .o 4.0 1.0 1 LL 288.0 .o 4.0 1.0 2 LL 288.0 .o 28.0 1.0 3 LL 288.0 .o 4.0 1.0 ***CONC. LOADS*** BM TYPE P LOC 1 DL 4.4 .o 1 LL 4.0 .o 3 DL 3.4 4.0 3 LL 3.2 4.0 ***MOM~NT BNVELOPE'E, SHEARS e i/iom POINTS*** ' POINT: .o .1 .2 .3 .4 BEAM NO. 1: MT: .o -1.8 -3.6 -5.5 -7.4 MB: .o -3.4 -6.9 -10.5 -14.2 V: .o 8.6 8.9 9.1 9.4 BEAM NO. 2: MT: -20.0 1.6 18.4 30.5 38.0 MB: 1-t-26.7 -17.4 -10.6 -6.2 V: 9.2 7.5 5.8 4.2 2.5 BEAM NO. 3: .5 .6 .7 .8 .9 1.0 -9.4 -11.4 -13.5 -15.6 -17.7 -20 -18.0 -21.9 -25.9 -30.0 -34.1 -38 9.6 9.8 10.1 10.3 10.6 E 40.7 38.7 32.0 20.7 4.6 -16 -7.7 -13.1 -20.9 -31 -4.2 -4.7 .8 2.1 3.8 5.4 7.1 8 . MT: -16.2 -14.4 -12.6 -10.8 -9.1 -7.5 -5.9 -4.3 -2.8 -1.4 MB: -31.2 -27.6 -24.2 -20.8 -17.6 -14.4 -11.3 -8.4 -5.5 -2.7 V: 9.0 8.8 8.5 8.3 8.0 7.8 7.6 7.3 7.1 6.8 ***REACTIONS**' SUPP R D/T 1 20.0 .52 2 17.8 .52 ***DEFLECTIONS*** BM DEFL. 1 .17 @ END, .17" MAX. B 48.0" FROM COLUMN C/L 2 .49 3 -.le @ END, -.18" MAX. B 48.0" FROM COLUMN C/L End of CONTBEAM Elapsed Time: 0 min 1 sec PROGRAM: TWO-SPAN GLU-LAM BEAM DESIGN. ver 1.3 ...................................................................... 1 1/01 193 PROJECT REFLEX BUILDING ...................................................................... MEMBER RB-7 LENGTH LENGTH Fb Fv LOAD E I S.SPAN CANT. DURATION ft ft psi psi 45 6 2400 165 1.25 1.8 7081 MOMENT MOMENT SECTION AREA SHEAR SHEAR SHEAR S. SPAN CANT. MODULUS LEFT RIGHT- RIGHT+ 113814 -42000 455 a9 10317 -12183 8500 CAMBER SIMPLE S 18 /an CAMBER CANTILEV 6 18" GLB 5 1 /8 x 25 112 (24F-V8) >/4 2'14 MEMBER NOT USED LENGTH ft Fb Fv LOAD E I psi psi DURATION 22 2400 165 1.25 1.8 1918 MOMENT SECTION AREA SHEAR SHEAR S. SPAN MODULUS X 30250 121 40 5500 5500 CAMBER SIMPLE S 5 18" PROGRAM: SIMPLY SUPPORTED BEAM DESIGN w/ UNIFORM LOAD. ver ................................................................... 1 1/01 193 PROJECT REFLEX BUILDING MEMBER RB-8 LENGTH Fb Fv LOAD E I fl psi psi DURATION 28 2400 165 1.25 1.8 3955 MOMENT SECTION AREA SHEAR SHEAR S. SPAN MODULUS X 58800 235 61 8400 8400 CAMBER SIMPLE Sly 7 18" USE: GLB 5 118 x 21" (24F-V4), C=7/8" PROGRAM: TWO-SPAN GLU-LAM BEAM DESIGN. ver 1.3 ....................................................................... 1 1101 I93 PROJECT REFLEX BUILDING ...................................................................... MEMBER RB-IO LENGTH LENGTH Fb Fv LOAD E I S.SPAN CANT. DURATION ft ft psi psi 30 6 2400 I65 1.25 1.8 3955 MOMENT MOMENT SECTION AREA SHEAR SHEAR SHEAR S. SPAN CANT. MODULUS LEFT RIGHT- RIGHT+ 52699 -50400 21 1 78 7320 -10680 10200 CAMBER SIMPLE S 5 18" CAMBER CANTILEV I 18" GLB 5 118 x 21 (24F-V8) 516 0'' MEMBER RB-9 LENGTH Fb Fv LOAD E I ft psi psi DURATION 22 2400 165 1.25 1.8 1918 MOMENT SECTION AREA SHEAR SHEAR S. SPAN MODULUS X 36300 145 48 6600 6600 CAMBER SIMPLE S 6 18" GLB 5 118 x 16 1/2 (24F-V4), C=1" - -. - - -- , PROGRAM: SIMPLY SUPPORTED BEAM DESIGN wl UNIFORM LOAD. ver ................................................................... 1 1/01 193 PROJECT REFLEX BUILDING ................................................................... MEMBER FIB-I2 LENGTH ft Fb Fv LOAD E I psi psi DURATION 24 2400 165 1.25 1.8 1918 MOMENT SECTION AREA SHEAR SHEAR S. SPAN MODULUS X 43200 173 52 7200 7200 CAMBER SIMPLE S 8 18" USE: GLB 5 118~ 16 112" (24F-V4), C=l" _.~._I .~ , PROGRAM: SIMPLY SUPPORTED BEAM DESIGN w/ UNIFORM LOAD. ver ................................................................... 1 1/01 193 PROJECT REFLEX BUILDING ................................................................... MEMBER RB-13 LENGTH Fb Fv LOAD E I n psi psi DURATION 1Y 22 2400 165 1.25 I .8 1918 MOMENT SECTION AREA SHEAR SHEAR S. SPAN MODULUS X 42350 169 56 7700 7700 CAMBER SIMPLE S 8 18" USE: GLB 5 1/8X 16 1/2" (24F-V4), C=l" 1 1 /01 I93 PROJECT REFLEX BUILDING MEMBER RB-14 LENGTH Fb Fv LOAD E I fi psi psi DURATION 24 2400 165 1.25 1.8 1918 MOMENT SECTION AREA SHEAR SHEAR S. SPAN MODULUS X 43200 173 52 7200 7200 CAMBER SIMPLE S 8 18" USE: GLB 5 1/8~ 16 l/r' (24F-V4), C=l" . . 1/2" THICK STRUC I RATED PLYWOOD BLOCK ALL PLYWOOD EDGES w/Od 4: A) 2" O.C. EN & BN, FN 4 12" O.C. (3X MEMBERS) v = 675#/Ft 8) 2 1/2" O.C. EN & BN, FN @ 12" O.C. (3X MEMBERS) v = 6OOtJFt C) 4" O.C. EN & EN, 8" @ 12" O.C. V= 36O#/Ft D) 6" 0.C. EN & EN, PN @ 12" O.C. v= 27QPJFt . .......................................................................... LATERAZ. FORCES LOPEZ DLl” RAMIREZ AND ASSOC. INC. PROJECT: REFLEX CORPORATION 09/14/93 .......................................................................... N-S DIRECTION Z= 0.40 I= 1.00 C= 2.75 Rw= 6.00 .i--=- BASE SHEAR= 0.183 W LEVEL h (ft) w (lbs) v (psf) h*w % (psf) ROOF 27.00 34.00 6.23 918.00 0.53 9.91 FLOOR 12.00 68.30 12.52 819.60 0.47 8.85 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 18.76 1737.60 18.76 E-W DIRECTION z= 0.40 I= 1.00 C= 2.75 Rw= 6.00 BASE SHEAR= 0.183 W LEVEL h (ft) w (lbs) v (psf) h* w % (psf) ROOF 27.00 28.50 5.23 769.50 0.44 8.31 FLOOR 12.00 59.60 10.93 715.20 0.41 7.72 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 16.15 1484.70 16.03 Sheet No 10 Project NO 937 5b Engineer Date I1/q3 LOPEZ DUNN RAMIREZ & ASSOCIATES, INC. STRUCTURAL & CIVIL ENGINEERS Project EEfLLX BY Dale''* Sheet No. Lot- Subject LA1 t3FAL Job No. Ut4E E I LOPEZ DUNN RAMIREZ & ASSOCIATES, INC. SheetNo Engineer Date & I STRUCTURAL & CIVIL ENGINEERS ProjeciNo b 5 7.5 L T 3 VIER - I 2 3 4 5 n I Iz -& 0.85 0.02 0.09 0. Ob 3.33 LOPEZ DUNN RAMIREZ & ASSOCIATES, INC. SheetNo Engineer Date \I143 1i.2 STRUCTURAL 8 CIVIL ENGINEERS Project NO 3 2 5 b 12 Sheet No.: Project NO.: 9324CA Engineer. Date: LOPEZ DUNN RAMIREZ 81 ASSOCIATES, INC. STRUCTURAL & CIVIL ENGINEERS Project ELFLFLA BY Subject !-AT LKAL Job No. Date e& Sheet No. &Of- LOPEZ DUNN RAMIREZ 81 ASSOCIATES, INC. SheetNo \4. Engineer Date \l/q 3 STRUCTURAL 8 CIVIL ENGINEERS Project NO 93256 Project ELFLEY. By s5 Date @ Sheet No. li of Subject Wh I- L; Job No. WF P-PI WF 4' 75) 4' P - P3 4' la' 4' P-- P4 PROGRAM 120.2, TILT UP CONCRETE WALL, REV-506E.FO ....................................................................... REFLEX BUILDING R-P1 ....................................................................... ANALYSIS OF TILT UP CONCRETE WALLS BY THE ULTIMATE STRENGTH METHOD. ALL INFORMATION PRESENTED IS FOR REVIEW, APPR0VAL,INTERPRETATION AND APPLICATION BY A REGISTERED PROFESSIONAL ENGINEER ONLY. ....................................................................... __________-_____________________________-_-_----__---_----------------- SOLID WALL PANEL WITH CONCENTRATED LOAD HEIGHT HEIGHT PANEL MINIMUM MAXIMUM EFFECTIVE FLOOR TO PARAPET THICKNESS REBAR REBAR DEPTH ROOF, FEET FEET INCHES SIZE SIZE INCHES 18.00 1.00 6.50 #4 #5 2.88 SERVICE LOAD DEFLECTION ROOF DEAD ROOF LIVE BM.SPACING ROOF LOAD DEFLECTION LIMIT(O=1/100) LOAD, LB LOAD, LB FEET ECCEN. , IN ~ 1 150. 1144. 1760. 8.00 6.75 WIND LOAD SEISMIC FACTOR SEISMIC FACTOR CONCRETE PSF WALL PARAPET WEIGHT, PCF 18. .30 .80 150. STANDARD WEIGHT AXIAL DEAD AXIAL LIVE LOAD FROM LOAD FROM 0. 0. ABOVE, LB/FT ABOVE, LB/FT CONCRETE STEEL YIELD STEEL MODULUS STRENGTH, KSI: STRESS, KSI OF ELAS., KSI 3.00 60. 29000. ULTIMATE LOAD FACTORS .75(1.4D+l.’?L+l.7xl.lE) SOLUTION USING TRIANGULAR STRESS BLOCK WALL THICKNESS REINFORCEMENT 6.5 INCHES #4 @ 16. INCHES O.C. CODE MINIMUM AREA OF REINFORCEMENT .09 SQ IN/FT VERT. .16 SQ IN/FT HORIZ. TRIAL SECTION RATIOS STEEL AREA p=As/bH .15 .0019 _____-__________-___ SQ IN/FT LOADING (PER FOOT OF WALL) WORKING ROOF DEAD ROOF LIVE .143 .220 .......................... - - - - - - - K/FT K/FT FACTORED - - - - - - - Pul ROOF Pu2 WALL TO K/FT MID-HT, K/FT .431 .853 PHI = .8890 HEIGHT/THICKNESS 33.23 WALL DEAD TO MID-HT, K/FT .813 Pu=Pul+Pu2, K/FT 1.284 LATERAL KSF .024 SEISMIC OR WIND, K/FT .034 DESIGN MOMENT STRENGTH (WALL CAPACITY) ...................................... A's, SQ IN nP' k'd, INCHES Mn, 1N.KIPS PHI Mn, 1N.KIPS .17 .047 .76 27.45 24.40 CHECK STRAIN LIMIT Ec, KSI STRAIN kd, INCHES 3122. .00096 .913 kd GREATER THAN k'd, THEREFORE O.K. DEFLECTION AT DESIGN MOMENT STRENGTH INTERNAL ANGLE THETA DEFLECTION ------------------ .................................... .0009743 RADIANS 4.74 INCHES APPLIED FACTORED MOMENT AT MID-HEIGHT OF WALL (IN. KIPS) -_____-___________-_____________________--------------- LATERAL Mu ROOF Mu P DELTA Mu TOTAL Mu 16.61 1.45 5.94 24.01 Mu IS LESS THAN PHI Mn. THEREFORE O.K. ....................................................................... SECOND PASS OMITTING ROOF LIVE LOAD OUTPUT FOR WALL === --- __- --------________________________________------------------------------- WALL THICKNESS REINFORCEMENT 6.5 INCHES #4 @ 16. INCHES O.C. CODE MINIMUM AREA OF REINFORCEMENT .09 SQ IN/FT VERT. .16 SQ IN/FT HORIZ. TRIAL SECTION RATIOS ____---____------___ STEEL AREA ~=As/~H SQ IN/FT .15 .0019 LOADING (PER FOOT OF HEIGHT/THICKNESS 33.23 WALL ) _____--_--__-__---________ WORKING ROOF DEAD ROOF LIVE WALL DEAD TO - - - - - - K/FT K/FT MID-HT, K/FT .143 .ooo .813 FACTORED - - - - - - - - Pul ROOF Pu2 WALL TO Pu=Pul+Pu2, K/FT MID-HT, K/FT K/FT .150 .853 1.003 PHI = .8914 DESIGN MOMENT STRENGTH (WALL CAPACITY) ______-________-____------------------ LATERAL KSF .024 SEISMIC OR WIND, K/FT .034 k'd, INCHES Mn, 1N.KIPS PHI Mn, 1N.KIPS A'S, SQ IN nP' .17 .045 .75 26.64 23.75 CHECK STRAIN LIMIT Ec, KSI STRAIN kd, INCHES 3122. .00096 .913 kd GREATER THAN k'd, THEREFORE O.K. DEFLECTION AT'DESIGN MOMENT STRENGTH INTERNAL ANGLE THETA DEFLECTION _-------------_--- .................................... .0009698 RADIANS 4.71 INCHES APPLIED FACTORED MOMENT AT MID-HEIGHT OF WALL (IN. KIPS) ....................................................... LATERAL Mu ROOF Mu P DELTA MU TOTAL Mu 16.61 .51 4.59 21.72 Mu IS LESS THAN PHI Mn. THEREFORE O.K. ....................................................................... 19 PROGRAM 120.2, TILT UP CONCRETE WALL, REV-506E.FO ....................................................................... REFLEX BUILDING R-P2.IN ....................................................................... ANALYSIS OF TILT UP CONCRETE WALLS BY THE ULTIMATE STRENGTH METHOD. ALL INFORMATION PRESENTED IS FOR REVIEW, APPROVAL,INTERPRETATION AND APPLICATION BY A REGISTERED PROFESSIONAL ENGINEER ONLY. ....................................................................... __-_________-___________________________------------------------------- SOLID WALL PANEL WITH UNIFORM LOAD HEIGHT FLOOR TO ROOF, FEET 18.00 SERVICE LOAD DEFLECTION 1 WIND LOAD PSF 18. AXIAL DEAD LOAD FROM ABOVE, LB/FT 0. HEIGHT PANEL MINIMUM MAXIMUM EFFECTIVE PARAPET THICKNESS REBAR REBAR DEPTH FEET INCHES 1.00 6.50 DEFLECTION LIMIT(O=~/~OO) 150. SEISMIC FACTOR WALL .30 AXIAL LIVE LOAD FROM ABOVE, LB/FT 0. CONCRETE STEEL YIELD STRENGTH, KSI STRESS, KSI 3.00 60. ULTIMATE LOAD FACTORS .75(1.4D+l.7L+1.7xl.lE~ SIZE SIZE INCHES #4 #5 2.88 ROOF DEAD ROOF LIVE ROOF LOAD LOAD, #/FT LOAD, #/FT ECCEN.,IN. 52. 160. 6.75 SEISMIC FACTOR CONCRETE PARAPET WEIGHT, PCF .80 150. STANDARD WEIGHT STEEL MODULUS OF ELAS., KSI 29000. SERVICE LOAD DEFLECTION ' LIMIT = Ii / 150. ----____________________________________------------------------------- --_-____________________________________------------------------------- SOLUTION USING TRIANGULAR STRESS BLOCK WALL THICKNESS REINFORCEMENT 6.5 INCHES #4 @ 17. INCHES O.C. CODE MINIMUM AREA OF REINFORCEMENT .09 SQ IN/FT VERT. .16 SQ IN/FT HORIZ. LOWER, LB/FT 219. UPPER, LB/FT 284. UNFACTORED *** CODE MINIMUM FOR CONNECTIONS IS 200 LB/FT *** ....................................................................... SERVICE LOAD DEFLECTIONS ===- ____ -___ 21 TRIAL SECTION RATIOS STEEL AREA p=As/bH .14 .0018 ___-----__----___-__ SQ IN/FT LOADING (PER FOOT OF WALL) WORKING ROOF DEAD ROOF LIVE .052 .160 __________________________ - - - - - - - K/FT K/FT FACTORED - - - - - - - - Pul ROOF Pu2 WALL TO K/FT MID-HT, K/FT .259 .E53 HEIGHT/THICKNESS 33.23 WALL DEAD TO LATERAL MID-HT, K/FT KSF .813 .024 Pu=PUl+Pu2, SEISMIC OR K/FT WIND, K/FT 1.112 .034 PHI = .E905 DESIGN MOMENT STRENGTH (WALL CAPACITY) ___________-_-_-____------------------ k'd, INCHES Mn, 1N.KIPS PHI Mn, 1N.KIPS A's, SQ IN nP ' .16 .044 .73 25.61 22.81 CHECK STRAIN LIMIT Ec, KSI STRAIN kd, INCHES 3122. .00096 .913 kd GREATER THAN k'd, THEREFORE O.K. DEFLECTION AT DESIGN MOMENT STRENGTH INTERNAL ANGLE THETA DEFLECTION ___----___---__--- .................................... .0009639 RADIANS 4.68 INCHES APPLIED FACTORED MOMENT AT MID-HEIGHT OF WALL (IN. KIPS) LATERAL Mu ROOF Mu P DELTA MU TOTAL Mu MU IS LESS T" PHI Mn. THEREFORE O.K. ....................................................................... SECOND PASS OMITTING ROOF LIVE LOAD ....................................................... 16.61 .87 5.07 22.56 ----____________________________________------------------------------- --- --- OUTPUT FOR WALL === CODE MINIMUM AREA OF REINFORCEMENT .09 SQ IN/FT VERT. .16 SQ IN/FT HORIZ. TRIAL SECTION RATIOS _____-----____---___ STEEL AREA D=AS/bH HEIGHT/THICKNESS SQ IN/FT .14 .0018 33.23 LOADING (PER FOOT OF WALL) WORKING ROOF DEAD ROOF LIVE WALL DEAD TO K/FT K/FT MID-HT, K/FT ___________--_____-_______ - - - - - - - .052 .ooo . ai3 FACTORED - - - - - - - - Pul ROOF PU2 WALL TO Pu=Pul+Pu2, K/FT MID-HT, K/FT K/FT .055 .853 .908 PHI = .E922 DESIGN MOMENT STRENGTH (WALL CAPACITY) ...................................... LATERAL KSF .024 SEISMIC OR WIND, K/FT ' .034 A's, SQ IN nP' k'd, INCHES Mn, 1N.KIPS PHI Mn, 1N.KIPS .16 .043 .?3 25.03 22.33 CHECK STRAIN LIMIT Ec, KSI STRAIN kd, INCHES 3122. .00096 .913 kd GREATER THAN k'd. THEREFORE O.K. DEFLECTION AT DESIGN MOMENT STRENGTH INTERNAL ANGLE THETA DEFLECTION -------------_---- -____--_____________________________ .0009606 RADIANS 4.67 INCHES APPLIED FACTORED MOMENT AT MID-HEIGHT OF WALL (IN. KIPS) -_______________________________________--------------- LATERAL Mu ROOF Mu P DELTA MU TOTAL Mu 16.61 .18 4.10 20.90 Mu IS LESS THAN PHI Mn. THEREFORE O.K. ....................................................................... ---- ---- PARAPET E=== ---_____________________________________------------------------------- ULTIMATE MOMENT REQ'D As .046 K-FT .oo SQ IN/FT PARAPET REINFORCING IS LESS THAN WALL REINFORCING, O.K. ----_---________________________________-----_----_-------------------- . -__- --_- HORIZONTAL REACTIONS ==== LOWER, LB/FT UPPER, LB/FT 219. 284. UNFACTORED *** CODE MINIMUM FOR CONNECTIONS IS 200 LB/FT *** ....................................................................... ____ --__ SERVICE LOAD DEFLECTIONS ==== DEFLECTION DEFLECTION DEFLECTION CRACKING LO# SERVICE LO# ALLOWABLE ,131 .078 1.440 PROGRAM 120.2, TILT UP CONCRETE WALL, REV-506E.FO ....................................................................... REFLEXT BUILDING R-P3 ....................................................................... ANALYSIS OF TILT UP CONCRETE WALLS BY THE ULTIMATE STRENGTH METHOD. ALL INFORMATION PRESENTED IS FOR REVIEW, APPROVAL,INTERPRETATION AND APPLICATION BY A REGISTERED PROFESSIONAL ENGINEER ONLY. ....................................................................... __-____---_______-_-____________________------------------------------- WALL PANEL WITH OPENING AND UNIFORM LOAD HEIGHT FLOOR TO ROOF, FEET 18.00 PANEL WIDTH FEET 15.50 SERVICE LOAD DEFLECTION 1 WIND LOAD PSF 18. AXIAL DEAD LOAD FROM 0. ABOVE, LB/FT CONCRETE STRENGTH, KSI 3.00 HEIGHT PANEL MINIMUM MAXIMUM EFFECTIVE PARAPET THICKNESS REBAR REBAR DEPTH FEET INCHES SIZE SIZE INCHES 1.00 6.50 #4 #5 4.50 OPENING OPENING WIDTH FEET 7.50 HEIGHT FEET 10.00 DEFLECTION LIMIT (0=1/100) 150. SEISMIC FACTOR WALL .30 AXIAL LIVE LOAD FROM 0. ABOVE, LB/FT STEEL YIELD STRESS, KSI 60. ,ULTIMATE LOAD FACTORS .75 (1.4D+l.7L+1.7xl.lE) SERVICE LOAD DEFLECTION LIMIT = L / 150. ROOF DEAD ROOF LIVE ROOF LOAD LOAD, #/FT LOAD, #/FT ECCEN.,IN 156. 240. 6.75 SEISMIC FACTOR CONCRETE PARAPET WEIGHT, PCF .EO 150. STANDARD WEIGHT STEEL MODULUS OF ELAS., KSI 29000. 6.5 INCHES #4 @ 17. INCHES O.C. CODE MINIMUM AREA OF REINFORCEMENT .09 SQ IN/FT VERT. .16 SQ IN/FT HORIZ. TRIAL SECTION RATIOS .................... STEEL AREA D=As/bH HEIGHT/THICKNESS - SQ IN/FT .14 .0018 33.23 LOADING (PER FOOT OF WALL) WORKING ROOF DEAD ROOF LIVE WALL DEAD TO K/FT K/FT MID-HT, K/FT ___---___-_-______________ - - - - - - - .302 .465 1.422 FACTORED Pul ROOF Pu2 WALL TO Pu=Pul+Pu2, K/FT MID-HT, K/FT K/FT - - - - - - - - .910 1.493 2.403 PHI = .E795 DESIGN MOMENT STRENGTH (WALL CAPACITY) ...................................... LATERAL KSF .045 SEISMIC OR WIND, K/FT .063 k'd, INCHES Mn, 1N.KIPS PHI Mn, 1N.KIPS A'S, SQ IN nP' .19 .032 1.01 46.66 41.04 CHECK STRAIN LIMIT Ec, KSI STRAIN kd, INCHES 3122. .00096 1.427 kd GREATER THAN k'd, THEREFORE O.K. DEFLECTION AT DESIGN MOMENT STRENGTH INTERNAL ANGLE THETA DEFLECTION -__---___________- -___________________________________ .0005920 RADIANS 2.88 INCHES APPLIED FACTORED MOMENT AT MID-HEIGHT OF WALL (IN. KIPS) ....................................................... LATERAL Mu ROOF Mu P DELTA MU TOTAL Mu 30.46 3.07 6.22 39.75 MU IS LESS THAN PHI Mn. THEREFORE O.K. ....................................................................... SECOND PASS OMITTING ROOF LIVE LOAD OUTPUT FOR WALL === --- -__ 2s 6.5 INCHES #4 .09 SQ IN/FT VERT. CODE MINIMUM AREA OF TRIAL SECTION RATIOS _----_-----_________ STEEL AREA ~=As/~H SQ IN/FT .14 .0018 LOADING (PER FOOT OF @ 17. INCHES O.C. REINFORCEMENT .16 SQ IN/FT HORIZ. HEIGHT/THICKNESS 33.23 WALL ) -----------_-__-__________ WORKING ROOF DEAD ROOF LIVE .302 .ooo - - - - - - _ K/FT K/FT FACTORED Pu1 ROOF Pu2 WALL TO - - - - - - - - K/FT MID-HT, K/FT .317 1.493 PHI = .a845 WALL DEAD TO LATERAL MID-HT, K/FT KSF 1.422 .045 PU=Pul+PU2, SEISMIC OR K/FT WIND, K/FT 1.810 .063 DESIGN MOMENT STRENGTH (WALL CAPACITY) A's, SQ IN nP' k'd, INCHES Mn, 1N.KIPS PHI Mn, 1N.KIPS ...................................... .18 .030 .98 43.90 38.83 CHECK STRAIN LIMIT Ec, KSI STRAIN kd, INCHES 3122. .00096 1.427 kd GREATER THAN k'd, THEREFORE O.K. DEFLECTION AT DESIGN MOMENT STRENGTH INTERNAL ANGLE THETA DEFLECTION --------------_-__ ____--______________________________ .0005874 RADIANS 2.85 INCHES APPLIED'FACTORBD MOMENT AT MID-HEIGHT OF WALL (IN. KIPS) -_______________________________________--------------- LATERAL Mu ROOF Mu P DELTA Mu TOTAL Mu 30.46 1.07 4.48 36.01 MU IS LESS THAN PHI Mn. THEREFORE O.K. ....................................................................... ULTIMATE MOMENT REQ'D As .046 K-FT .OO SQ IN/FT PARAPET REINFORCING IS LESS THAN WALL REINFORCING, O.K. 27 HORIZONTAL REACTIONS ==== --__ -___ LOWER, LB/FT 402. UPPER, LB/FT 467. UNFACTORED *** CODE MINIMUM FOR CONNECTIONS IS 200 LB/FT *** ....................................................................... SERVICE LOAD DEFLECTIONS ==== -___ ____ 2b PROGRAM 120.2, TILT UP CONCRETE WALL, REV-506E.FO ....................................................................... REFLEXT BUILDING R-P4 ....................................................................... ANALYSIS OF TILT UP CONCRETE WALLS BY THE ULTIMATE STRENGTH METHOD. ALL INFORMATION PRESENTED IS FOR REVIEW, APPROVAL,INTERPRETATION AND APPLICATION BY A REGISTERED PROFESSIONAL ENGINEER ONLY. ....................................................................... ....................................................................... WALL PANEL WITH OPENING AND UNIFORM LOAD HEIGHT HEIGHT PANEL MINIMUM MAXIMUM EFFECTIVE FLOOR TO PARAPET THICKNESS REBAR REBAR DEPTH ROOF, FEET FEET INCHES SIZE SIZE INCHES 18.00 1.00 5.50 #4 #5 4.50 PANEL OPENING OPENING WIDTH WIDTH HEIGHT FEET FEET FEET 20.00 12.00 12.00 SERVICE LOAD DEFLECTION ROOF DEAD ROOF LIVE ROOF LOAD 1 150. 156. 240. 6.75 DEFLECTION LIMIT (0=1/100) LOAD, #/FT LOAD, #/FT ECCEN.,IN. WIND LOAD SEISMIC FACTOR SEISMIC FACTOR CONCRETE PSF WALL PARAPET WEIGHT, PCF 18. .30 . ao 150. STANDARD WEIGHT AXIAL DEAD AXIAL LIVE LOAD FROM LOAD FROM ABOVE, LB/FT ABOVE, LB/FT 0. 0. CONCRETE STEEL YIELD STEEL MODULUS STRENGTH, KSI STRESS. KSI OF ELAS., KSI 3 .OO 60. 29000. ULTIMATE LOAD FACTORS .75(1.4D+1.7L+1.7xl.lE) SERVICE LOAD DEFLECTION LIMIT = L / 150. SOLUTION USING TRIANGULAR STRESS BLOCK WALL THICKNESS REINFORCEMENT 5.5 INCHES #4 @ 16. INCHES O.C. CODE MINIMUM AREA OF REINFORCEMENT .08 SQ IN/FT VERT. .i3 SQ IN/FT HORIZ. TRIAL SECTION RATIOS .................... STEEL AREA p=As/bH HEIGHT/THICKNESS SQ IN/FT .15 .0023 39.27 LOADING (PER FOOT OF WALL) WORKING ROOF DEAD ROOF LIVE WALL DEAD TO LATERAL .390 .600 1.306 .041 _____________---__________ - _ _ _ _ - - K/FT MID-HT, K/FT KSF FACTORED Pul ROOF Pu2 WALL TO Pu=Pul+Pu2, SEISMIC OR K/FT MID-HT, K/FT K/FT WIND, K/FT - - - - - - _ _ 1.174 1.372 2.546 .058 PHI = .E743 DESIGN MOMENT STRENGTH (WALL CAPACITY) A'S, SQ IN nP' k'd, INCHES Mn, 1N.KIPS PHI Mn, 1N.KIPS ______________________________________ .20 .034 1.03 49.51 43.28 CHECK STRAIN LIMIT EC, KSI STRAIN kd, INCHES 3122. -00096 1.427 kd GREATER T" k'd, THEREFORE O.K. DEFLECTION AT DESIGN MOMENT STRENGTH INTERNAL ANGLE THETA DEFLECTION -----__-_________- -___________________---------------- .0005967 RADIANS 2.90 INCHES APPLIED FACTORED MOMENT AT MID-HEIGHT OF WALL (IN. KIPS) __-_____________________________________-__---__-_---_- LATERAL Mu ROOF Mu P DELTA Mu TOTAL Mu 28.12 3.96 6.69 38.77 MU IS LESS THAN PHI Mn. THEREFORE O.K. ....................................................................... SECOND PASS OMITTING ROOF LIVE LOAD OUTPUT FOR WALL === --_ -__ 5.5 INCHES ' #4 @ 16. INCHES O.C. CODE MINIMUM AREA OF REINFORCEMENT .08 SQ IN/FT VERT. .13 SQ IN/FT HORIZ. TRIAL SECTION RATIOS _____---____________ STEEL AREA p=AS/bH HEIGHT/THICKNESS SQ IN/FT .15 .0023 39.27 LOADING (PER FOOT OF WALL) WORKING _--__------___----________ ROOF DEAD ROOF LIVE WALL DEAD TO K/FT K/FT MID-HT, K/FT .390 .ooo 1.306 FACTORED - - - - - - - _ Pul ROOF Pu2 WALL TO Pu=Pul+Pu2, K/FT MID-HT, K/FT K/FT .410 1.372 1.781 PHI = .8820 DESIGN MOMENT STRENGTH (WALL CAPACITY) A'S, SQ IN nP' k'd, INCHES ...................................... .18 .032 1.00 CHECK STRAIN LIMIT EC, KSI STRAIN kd, INCHES 3122. .00096 1.427 kd GREATER T" k'd, THEREFORE O.K. DEFLECTION AT DESIGN MOMENT STRENGTH INTERNAL ANGLE THETA DEFLECTION _____--___________ ____________________________________ .0005908 RADIANS 2.87 INCHES LATERAL KSF .041 SEISMIC OR WIND, K/FT .058 Mn, 1N.KIPS PHI Mn, 1N.KIPS 45.92 40.50 APPLIED FACTORED MOMENT AT MID-HEIGHT OF WALL (IN. 'KIPS) --______________________________________--------------- LATERAL Mu ROOF Mu P DELTA Mu TOTAL Mu 28.12 1.38 4.42 33.92 MU IS LESS THAN PHI Mn. THEREFORE O.K. ....................................................................... ULTIMATE MOMENT REQ'D As .039 K-FT .OO SQ IN/FT PARAPET REINFORCING IS LESS THAN WALL REINFORCING, O.K. 31 LOWER, LB/FT UPPER, LB/FT 371. 426. UNFACTORED *** CODE MINIMUM FOR CONNECTIONS IS 200 LB/FT *** ....................................................................... SERVICE LOAD DEFLECTIONS ==== ____ --__ w = (24'/2 + 2'6' = 375192 WIDTH OF F i 3.4 TITLE: REFLEX CORPORATION DESCR: JOB #: BY: @ 9/14/93 RetainPRO(trn) Cpyrt 1989.90 ENERCALC ................................................................................ CANTILEVERED RETAINING WALL DESIGN Pg 1 Of 2 ................................................................................ ADDED VERTICAI LOADS ------ ___....... SOIL DATA ________..... .._.__ Allowable Bearing = 2,500 psf Axial DL on Stem - - 0 plf Active Lateral = 35.0 psf Axial LL on Stem - - 0 plf ..... Slope Active = 0.0 psf . . .Em. (Toe side +) = 0.00 in ..... Max. Active - - 0 psf Surcharge over Toe = 0.0 psf Backfill Slope - - 0.O:l Surcharge over Heel = 0.0 psf Passive Lateral = 200 pcf overturning @ Heel : NO Soil Density = 110.0 pcf e Toe : No Soil Ht over Toe = 12.0 in Lateral Load Acting ... ECC. (Toe side +) = 0.00 in On Stem Above Soil = 0.00 psf Footing Width (perp) = 0.00 ft Ftg. CL to Wall = 0.00 ft Add'l Lateral Load = 0.0 plf Ftg. Base Above/Below Soil ... dist. to start = 0.00 ft At wall Face [+/-I = 0.00 ft ... dist. to end = 0.00 ft Footing Type : Spread Retained Height = 5.50 ft Toe Width = 2.00 ft (horiz:vert,O=Level) Using Surcharge to resist ADJACENT FOOTING -------- - -. . . - . - ADDED LATERAL LOADS ------- Vertical load - - 0 plf ______ ___--_-.__.-_.______________ WALL & FOOTING DATA _____...___..____________ Wall Ht. above soil = 4.00 ft Heel Width = 1.25 ft Key Depth = 0.00 in Total Width = 3.25 ft Key Width = 0.00 in Thickness = 15.00 in . - -. - Key Dist. to Toe = 0.000 ft ................................ smy .................................. I Pressure e Toe = 1,091 psf Factors of Safety: I 1 Pressure e Heel = 158 psf Overturning = 2.43 :1 I I Allowable Press. = 2,500 psf Sliding = 1.57 :1 I 1 Eccentricity = 4.86 in I I Resultant Outside Middle Third I 1 1-Way Shear @ Heel = 0.0 psi I I====E========I_I====3================5=======-- ........................... I 1 1-Way Shear e Toe = 6.3 psi Allowable Shear = 85.00 psi I -____________________________ SLIDING CHECK ______________________________ Ftg/Soil Friction = 0.300 Lateral Pressure = 708.8 # Soil e Toe Not Used = 0.00 in (-)Passive Pressure = 506.3 # Factor of Safety = 1.57 ' (-) Friction = 608.9 # ' Add'l Force Req'd = O# -__________________-________ FOOTING DESIGN _______-______________________ ---Toe--- --Heel-- f'C = 2,500 psi ACI 9.1 Pressure = 1,528 221 psf Fy = 60,000 psi Mu - Upward = 2,520 0 ft-# Using SP e Heel : NO Mu - Downward - 833 278 ft-# ________ Rebar Choices -------- Mu - Design = 1,687 278 ft-# -- Toe -- -- Heel -- One-way Shear: #4 e 48.00 in 48.00 in vu - - 6.32 0.00 psi #5 e 48.00 in 48.00 in vn=2(f'cll/2*.85= 85.00 85.00 psi #6 e 48.00 in 48.00 in Rebar CL To Edge = 3.00 3.00 in #7 e 48.00 in 48.00 in Depth to steel = 12.00 12.00 in #8 e 48.00 in 48.00 in RU = Mu/bd^2 - - 13.0 2.1 #9 a 48.00 in 48.00 in Min. Rebar Ratio = 0.0000 #10 e 48.00 in 48.00 in - . 35 TITLE: REFLEX CORPORATION DESCR: JOB #: BY: @ 9/14/93 RetainPRO(tm) Cpyrt 1989,90 ENERCALC ................................. STEM DESIGN .................................. (Factored values shown for concrete stems) Pg 2 of 2 Stem Construction Data < At Various Heights Above Ftg. > <- ............. Stem Designs -..-..-......., ....................................................................... DESIGN HT. ABOVE FTG. = 0.00 ft WALL TYPE ABOVE HT. : Concrete Thickness (nominal) = 6.50 in Rebar Size = #5 Rebar Spacing = 12.00 in Rebar Placed at : Center DESIGN DATA .............................................................. Lateral Load e Ht. - 870 # MOMENT ..... Allowable = 6,550 ft-# Actual = 1,640 ft-# SHEAR. ..... Allowable = 93.11 psi Actual = 12.64 psi Embedment Length Req'd = 12.00 Rebar Depth = 5.00 in MASONRY DATA ............................................................. f'm = psi FS - - psi Grouting Special Inspection n : ES / Em - Short Term Increase - f'C = 3,000 psi FY = 60,000 psi fb/Fb + fa/Fa = 0.250 - Wall Weight - 81.3 Psf - - - CONCRETE DATA ............................................................ --_--_________.--________ SUMMARY OF FORCES & MOMENTS ______________________ 1- Overturning Moments -1- Resisting Moments -1 Origin of Force: # ft ft-# # ft ft-# -------_--______ -_._____ ______ _________ _-----. ----- --------- Heel Active Press. = 797 2.25 1,794 Soil over Heel = 429 2.90 1,241 Toe Active Press. = -89 0.75 -66 Soil over Toe r 220 1.00 220 Sloped Soil 0 HeeT = 0 0.00 0 Adjacent Ptg. Load = 0 0.00 0 0 0.00 0 Surcharge e Heel = 0 0.00 0 Surcharge e Toe = 0 0.00 0 0 0.00 0 Axial Load on Wall = 0 0 0.00 0 Load e Proj. wall = 0 0.00 0 Averaged Stem Wts. = 772 2.27 1,753 Added Lateral Load = 0 0.00 0 Footing Weight - - 609 1.63 990 Key Weight - - 0 0.00 0 Vert. Componant of = 0 0.00 0 Active Press. --------- _________ ________ - - - -. - - - - TOTALS = 709 1,728 2,030 4,204 -- ----___ -________ ______-_ - - - - - - - - !--->> Distances from front edge of footing bottom (not key) A TITLE: FREE STANDING WALL DESCR: JOB #: reflex BY:ss @ 11/29/93 RetainPRO(tm) Cpyrt 1989,90 ENERCALC ________________________________________---------------------------------------- CANTILEVERED RETAINING WALL DESIGN Pg 1 of 2 Allowable Bearing = 2,500 psf Axial DL on Stem - - 0 plf Active Lateral = 35.0 psf Axial LL on Stem - - 0 plf ..... Max. Active - - 0 psf Surcharge over Toe - - 0.0 psf Backfill Slope - - 0.O:l Surcharge over Heel = 0.0 psf ________________________________________---_------------------------------------ -__---_-_- SOIL DATA _____________ ______ ADDED VERTICAL LOADS ------ ..... Slope Active = 0.0 psf ... ECC. (Toe side +) = 0.00 in (horiz:vert,O=Level) Using Surcharge to resist Passive Lateral - - 200 pcf overturning @ Heel : No Soil Density = 110.0 pcf @ Toe : No Lateral Load Acting ... Ecc. (Toe side +) = 0.00 in On Stem Above Soil = 0.00 psf Footing Width (perp) = 0.00 ft Add’l Lateral Load = 27.0 plf Ftg. Base Above/Below Soil ... dist. to start = 0.00 ft At Wall Face [+/-I = 0.00 ft ... dist. to end = 6.00 ft Footing Type : Line Soil Ht over Toe = 12.0 in - - - - - - - - ADJACENT FOOTING -------- ___-__ ADDED LATERAL LOADS ------- Vertical load - - 0 plf Ftg. CL to Wall = 0.00 ft ____________________________ WALL & FOOTING DATA ____________________----- Retained Height = 0.25 ft Toe Width = 1.00 ft Wall Ht. above soil = 6.00 ft Heel Width = 1.50 ft Key Depth = 0.00 in Total Width = 2.50 ft - - - - - - - Key Width = 0.00 in Thickness = 12.00 in ------_-___--____-------------- s-y ................................ Key Dist. to Toe = 0.000 ft ............................... Pressure @ Toe = 1,163 psf Factors of Safety: Allowable Press. = 2,500 psf Sliding Eccentricity = 8.25 in Resultant Outside Middle Third 1-Way Shear @ Toe = 2.6 psi Allowable Shear = 85.00 psi 1-Way Shear @ Heel = 0.6 psi Pressure @ Heel - - 0 psf Overturning = 1.90 :1 = 5.82 :1 I _____________________________ SLIDING CHECK _______________-------------- Ftg/Soil Friction = 0.300 Lateral Pressure - - 119.3 # Soil @ Toe Not Used = 0.00 in (-) Passive Pressure = 400.0 # Add’l Force Rea’d - - O# Factor of Safety = 5.82 (- ) Friction - - 194.4 # ______________-_--_--------- ---Toe- - - ACI 9.1 Pressure = 1,628 653 Mu - Downward - - 182 471 One-way Shear: 2.65 vu - m=2(f’c)1/2*.85= 85.00 Rebar CL To Edge = 3.00 6.5 Min. Rebar Ratio = 0.0000 - Mu - Upward - Mu - Design - - - Depth to steel = 9.00 RU = Mu/bdA2 - - ~ --* ~ ~.__ ~ ~~~ ~~ FOOTING DESIGN _____________-_--------------- --Heel-- f’c - - 2,500 psi 0 PSf w = 60,000 psi 1 ft-# Using SP @ Heel : Yes 124 ft-# ________ Rebar Choices -------- 123 ft-# -- Toe -- -- Heel -- #4 @ 48.00 in 48.00 in 0.58 psi #5 @ 48.00 in 48.00 in 85.00 psi #6 @ 48.00 in 48.00 in 3.00 in #7 @ 48.00 in 48.00 in 9.00 in #8 @ 48.00 in 48.00 in 1.7 #9 @ 48.00 in 48.00 in #10 @ 48.00 in 48.00 in 35 .Z TITLE: FREE STANDING WALL DESCR : JOB #: reflex BY:ss @ 11/29/93 RetainPRO(tm) Cpyrt 1989,90 ENERCALC _________--_____--_______________ STEM DESIGN ___________--_____________________ (Factored values shown for concrete stems) Pg 2 of 2 Stem Designs _________-_-__ > Stem Construction Data c At Various Heights Above Ftg. > ____---_-_______________________________------------------------------- DESIGN HT. ABOVE FTG. = 0.00 ft WALL TYPE ABOVE HT. :Concrete Thickness (nominal) = 6.00 in #4 Rebar Size - Rebar Spacing = 14.00 in Rebar Placed at : Center DESIGN DATA .............................................................. fb/Fb + fa/Fa = 0.345 Lateral Load @ Ht. - - 223 # MOME NT..... Allowable = 2,158 ft-# Actual - - 744 ft-# SH EAR...... Allowable = 85.00 psi Actual - - 6.98 psi Embedment Length Req'd = 12.00 Wall Weight - 75.0 PSf Rebar Depth - - 3.00 in MASONRY DATA ............................................................. f'm - - psi Fs - - psi Grouting Special Inspection n:Es/Em - Short Term Increase - f'C = 2,500 psi = 60,000 psi FY - - - - CONCRETE DATA ............................................................ SUMMARY OF FORCES & MOMENTS ____-______------_____ ----_---_________________ I- Overturning Moments -1- Resisting Moments -1 # ft ft-# # ft ft-# Origin of Force: Heel Active Press. Soil over Heel Toe Active Press. Soil over Toe Sloped Soil @ Heel Adjacent Ftg. Load Surcharge @ Heel Surcharge @ Toe Axial Load on Wall Load @ Proj. Wall Averaged Stem Wts. Added Lateral Load Footing Weight Key Weight Vert. Componant of Active Press. -_------_-___--_ TOTALS 2.00 55 0.50 55 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 1.25 586 1.25 469 0.00 0 0.00 0 1,165 - - - - - - - - - !--->> Distances from front edge of footing bottom (not key) TO NON-RESIDENTIAL LAND OWNER PLEASE READ THIS OPTION AGREEMENT CAREFULLY AND BE SUREYOU THOROUGHLY UNDERSTAND THE OPTIONS BEFORE SIGNING. THE OPTION YOU CHOOSE WILL AFFECT YOUR PAYMENT OF THE DEVELOPED SPECIALTAX ASSESSED ON YOUR PROPERTY. THIS OPTION IS AVAllABLE ONLY ATTHE TIME OF BUILDING PERMIT ISSUANCE. PROPERTY OWNER SIGNATURE IS REQUIRED BEFORE A BUILDING PERMIT WILL BE ISSUED. LEVY, JOHN, JR. (619) 720-9960 Name of Owner Telephone P n ~px xn7 Address Car Is bqd CA 92008 city Stete Zip Code 1R7< ACTON AVFNllE Project Address Carlsbad , CA 92008 city State Zip Code - - Int 64 Assessor's Parcel Number, or APN and Lot Number. Case Y 73- t I? 7 Building Permit # As cited by Ordinance No. NS-155 and adopted by the City Council of the City of Carlsbad, California, the City is authorized to levy a Special Tax in Community Fadlltles District No. 1. All Non-Residentlal Property, upon the issuance of the first building permit shall have the option to (1) pay the SPECIAL DEVELOPMENT TAX - ONE-TIME or (2) assume the ANNUAL SPECIAL TAX - DEVELOPED PROPERTY for a period not to exceed twenty-five (25) years. Please indicate your choice by signing below: UNDERSTAND AND Will COMPLY WITH THE PROVISION AS STATED ABOVE. SPECIAL DEVELOPM nt of One-Time Speci &I' '- on (2): I elect to pay the SPECIAL DEVELOPMENT TAX ANNUALLY for a period not to exceed twenty-five (25) years. Maximum Annual Special Tax: s Slanature of Owner of Land Date The City of Carlsbad has not Independently verified the information provided by you or the developer upon your behalf. Therefore, we accept no responsibility as to the accuracy or completeness of this information. NON-RESIDENTIAL CERTIFICATE APPENDIX B - PAGE 2 CERTIPICATION OF CQlypLtAN DEVELOPMENT PROCESSIN0 SPRVICES CITY OF CARUBAO n M8fcos. CA 92024 (7ia-4770) Ito Unlon High School 92014 (753-6491) Boulwrrd I. ~CARLSBAD UNIFIED SCHOOL DISTRICT 0 CARLSBAD HIGH SCHOOL RECEIPT NO 10953 RECEIVED FROM FOR USE OF SCHOOL FACILITIES/RENTALS $ REIMBURSEMENTS $ USE OF SCHOOL BUS $ $ DAMAGE TO SCHOOL PROPERTY $ $ DAMAGED OR LOST BOOKS $ INSURANCE 5 h f9%? ?* v SALE OF SURPLUS $ 9.r ABATEMENT -- - - - -- - - - -- INCOME ACCOUNT NO. - ACCOUNT NO - BUILDING: A) PLAN CHECK NUMBER AND/OR BUILDING PERMIT NUMBER E) PROPERTY OWNER(S) AS LISTED ON TITLE - 43- \I77 C) ASSESSORS PARCELNUMBER (S) ORAPNAND LOTNOS FROM RECORDED FINALMAP z(2 z0 \ Lao D)DESCRIPTIM\IOFWORK: /8;'405 16 bvJd,-~. - 2300fl o$f~re i.G10C@ /yI cq . PLANNING: E) DATE OF INITIAL PARTICIPATION IN CFD: F) GENERAL PLAN DESIGNATION(S): (BOXES PROVIDE FOR THREE DIFFERENT USES, EXPAND AS REQUIRED.) _. - 'F1) PI , RS ,L, rs, u F2) F3) G3) G1) G2) G) NET DEVELOPABLE ACREAGE THAT WILL REMAIN BY GENERAL PLAN USE AFTER THESE STRUCTURE(S) ARE BUILT H) PASS THRU OPTION 2 SUM OF (M) ABOVE TIMES 13.81%. THE AMOUNT SHOWN IS THE MAXIMUM ANNUAL 7PECrKT-EKIULm -FIVE (25) YEARS. IF THERE IS AN OBLIGATION FOR THE UNPCOMING YEAR (N), THE UPCOMINGYEAR'S TAXES WILLREFLECTTHEOBLIGATION OF UNDEVELOPED LAND TAX. THETWENTY-FIVE YEAR ANNUALSPECIALTAX WOULD BEGIN IN THE FOLLOWING FISCALYEAR. IPIUR 2 $S.&&Ts .a3 I Aq . aci 5-4, ( I 39) Aq WPE OF LAND USE CREATED BY THE ISSUANCE OFTHE BUILDING PERMIT ----A "4 HI) ,Yl~l"lD"tI"I.. BUILDING PERMIT FILE 1 1- ACOPYOFTHECALCULATION SHEETANDSIGNEDCERTIFICATE PROPERTYOWNER --.-d I ORIGINAL FINALCALCULATION SHEET, LEGAL, SIGNED CERTIFEATE AND CHECK A COPY OF THE CALCULATION SHEET AND SIGNED CERTIFICATE THROUGH CASHIERTO FINANCE H3) -~ NOVEMBER 17,1992 12) s M2) s I M) SPECIALTAX - ONE-TIME (I x L): L3) s + M3) I s I I 0)TRANSFERTHEABOVEAMOUNTS ONTOTHENON-RESIDENTIALCERTIFICATE AND OBTAIN THE SIGNATURE OF THE PROPERTY 1 - ~ IL . . -e - __-_ - I~TUDTNG: I I OWNER BEFORE ISSUING A BUILDING PERMIT. OWNER-BUILDER VERIFICATION Attention Property Owner: An 'owner-builder' building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. 2. 3. 4. 5. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) I (have/have not) kwc proposed work. I have contracted with the following person (firm) to provide the proposed construction: signed an application for a building permit for the Name 3 b\ (C-J Address City Phone Contractors License No. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise, and provide the major work: Name { ,EJk&Oyr*J Address City Phone Contractors License No. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address Phone Type of Work 2075-y as Pailmas Dfive Carlsbad, California 92009-1 576 (61 9) 438-1 161 @ CERTIFICATE OF OCCUPANCY BUILDING DEPARTMENT , Page 1 of 1 Cert of Occl: C0940078 Typei CERTIFICATE OF OCCUPANCY Bldg Address: 1825 ASTON AV ' Parcel NO: 212-12b-12-00 Bldg Owner: JOHN C. LEVY, JR. P. 0. BOX 803 Suite# 619 720-2005 CARLSBAD, CA 92018 Related Bldg Permit# : CB931197 Occuvant Name/Phone# : REFLEX CORPORATION ContHct Name/Phonet 619-720-9960 Business Classification: Signature of Building Description 0 Uniform Build occupancy and classified. I make this s proved __ Disapproved Insp Inspected By COMMENTS CITY OF CARLSBAD 2075 Las wlmas Dr., Carlsbad, CA 92" (619) 438-1161 C E R T I F I C A T E 0 F 0 I:: (1' IJ F' A P1 1.: i EIJXLDING bEPARTMENT Paue 1 cf 1 CG!rt Of CCC#: til94Uu73 Type : CERTIFICATE OF OCCIJPANCY 81.39 Address: 1825 ASTON AV Suite# Parce 1 NO : 2 1 2- 1 l*(~- 1 2 -0 u I Bl'lg CBwner: JOHN C. LEVY, JR. P. 0. ROX 803 dl9 720-2005 CARLSBAU, CA 92018 CITY OF CARLSBAD 2075 Las wlmas Dr., Carlsbad, CA 91009 (619) 438-1161 4388894 P.02 I' m OB-31-1994 03:oBpM FFOl Reflex Carlsbad PCR No: PCR94037 09/29/94 14:lO Project No: A9301699 Job Address: 1825 ASTON AV Suite: Permit Type: PLAN CHECK REVISION Parcel No: 212-120-12-00 Lot#: Valuation: 0 Construction Type: VN Occupancy Group: Reference#: CB931197 Status: ISSUED Description: MODIFY HVAC SYSTEM Applied: 08/31/94 ADr/Issue: 09/29/94 BUILDING PERMIT , Page 1 of 1 Development No: 228.00 %#ol Eapp 07.. C-PAWT Appl/Ownr : DOERR, JOHN 619 720-99 1 1 1825 ASTON AVE CARLSBAD, CA. 9 *** Fees Required *** ------------_---_ -------------_______ Fees : Adjustments: Total Fees: Fee description Ext fee Data ------_________ ----------__________ Plan Check Revision I FINAL APPROVAL i"P. --- DATE .- ~CLEA~ANCE CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 ESGIL CORPORATION 9320 CHESAPtZ&@WMt., SUITE 208 SAN DIEGO. CA 02123 (619) 56bl468 DATE : 7-28- 9~ PLAN CHECK NO: ?3-/f 97 &U SET: [7UPS JURISDICTION: CA.CC.5 4AC) ODESIGNER PROJECT ADDRESS: /@2 < S 70Q Ad LC PROJECT NLVE: The plans transmitted herewith have been corrected where building codes. The plans transmitted herewith will substantially comply 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. plans are submitted for recheck. The applicant's copy of the check list is enclosed for the a necessary and substantially comply with the jurisdiction's 0 with the jurisdiction's building codes when minor deficien- ' cies identified are resolved and 0 identified on the enclosed check list and should be corrected a The plans are being held at Esgil Corp. until corrected / 0 jurisdiction to return to the applicant contact person. 0 The applicant's copy of thefcheck list has been sent to: a 0 Esgil staff did not advise the contact person that plan check has been completed. @ Esgil staff did advise applicant t been completed. Person contacted: /%-=--- Date contacted: 4; -23 -9 Telephone # #ALA= -/u t the plan check has 0 REMARKS: RCP' r*c er SHU&I4 &-/.A-z. I ,f'f c- y 6 F Ad PebUUd I P4rS-s &,TH AN. Sr/CrE/J ~ ~ By : CLBY AoAwc'C Enclosures: ESGIL CORPORATION , . ESGIL CORPORATION 0320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 02123 (610) 5601468 DATE : 9- /4- 9v JURISDICTION: CAlc,'S 9H+o PLAN CHECK NO: 9 .% -/I9 7 kku SET: z PROJECT ADDRESS : / R - 2 5 As 7f>,a> RYS PROJECT NAME: R &*PL frp CO#Pt 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 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 jurisdiction to return to the applicant contact person. @ The applicant's copy of the check list has been sent to: 0 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 JOHd Bfi&dn /8 25 As 70 r3 Avcr 0 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 # a REMARKS: By : Enclosures: ESGIL CORPORATION . ., -. JURISDICTION: do Date plans received by plan checker: '3- 2 - f S/ PLAN QECK NO. : 9 3 -11 7 7 &&.e plan recheck completed: ?-/u-?V By: GL rTA) #m*nm PROJE~ADDRESS: /8 25 # SI04 Alld To: RGt=LL;'L Pea Jo Ha dO&M n PLAN wRREm1 ON SHEQ FORBWORD: PIEASEREAD Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code. National Electrical Code and state laws regulating anergy conservation, noise attenuation and disabled access. The 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. The items shown below need clarification, modification or change. All items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303(c), of the Uniform Building Code. the approval of the plans does not permit the violation of any state, county or city law. A. pLANs ,it he following items have not been resolvd from previous plan reviews. Ihe original Please make all corrections on the original correction number has bean given for your tracings and submit two new sets of prints, reference. In case you did not keep a copy and any original plan sets that may have been of the prior correction list, we have returned to you by the jurisdiction, to: enclosed those pages containing the still outstanding corrections. Please contact me if you have any questions regarding these 'j320&ci.~ 4&sA&f&*Z08 items. a To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this check sheet with the revised plans. 4. Please indicate here if any changes have 0 been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made to the plans not resulting from this correction list? Please check. Yes No OG E5GlL Co* P A7 56 O -/Y 6R Form No. RPCS.41290 Date 1 9-/q- ?tf Jurisdiction Prepared by: CL~U VALUATION AND PLAN CHECK FEE 0 Bldg. Dept. 0 Esgil PLAN CHECK NO. 93- 7 fl60 BUILDING ADDRBS /& 25 ASTO4 A, cc APPLICANT/CONTACT ,raH r) 06 QRIC PHONE NO. 720 - esse -101 BUILDING OCCUPANCY 4-2 DESIGNER PHONE TYPE OF CONSTRUCTION v& SP Lt&k&PNTRACTOR PHONE 1 1 I I I .. I I I I I 1 Total Value .. Building Permit Fee S- s Plan Check Fee $ $ 2/7,sg COMMENTS( SEEET OF 12/87 DATE OF PLANS 'arts 1 and 6 of the California Code of Regulations. This certificate applies only to building envelop requirements. he Pdnclpal Envelope Designer hereby certnies that the proped building design represented in this set of construction huments is consistent wKh the other compliance forms and worksheets, with the specifications, and with any other akuhtions submmed with this permit application. The proposed building has been designed to meet the envelope 'equirements contalned in sections 110,116 through 118, and 143 or 149 of Title 24, Part 6, Chapter 1. 7 CUMATE ZONE 6wq BUILLNNQ CONDITIONED FLOOR AREA 'lease check one: I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the'person responsible for its preparation; and that I am e civil engineer or architect. 0 I affirm that I am eligible under thb tmmption to Division 3 of the Business and Professions Code by Section 5537.2 of the Business and Professions We to sign this document as the person responsible for its preparation: and that I am a licensed contractor preparing documents for work that I have contracted to perform. 0 I affirm that I am eligible under the exemplion to Division 3 of the Business and Professions Code by Section Code to sign this document as the person responsible for its of the preparation; and for the following reason: - 'RINCIPAL ENVELOPE DESIQNER - NAME SIGNATURE UC. NO. DATE &DU&.$o MALDOiv&W db/kb%.%wad 1 640613 1 0/1?#?3 1 Indicate location on plans of Note Block for Mandatory Measures I M-2 For detailed inslructions on the use of this and all Energy Efficiency Standards compliance forms, please refer to the Nonresidential tNV-I: Required on plans for an rubrnhtals. Patt 2 may be Incorporated in schedules on plans. ENV-2: Used for all 6ubtnklak; choose appropriate version depending on melhod of envelope compliance. ENV-3 Optional. Use ll default U-values are not used. Choose appropriate version for assembly U-value to be calculated. mual published by the California Energy Commlosion. NOnnrk*nlW~~Fom, Decwnbw' 670 -851-0