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Home My WebLink About2630 PIRINEOS WAY; ; 73-1301; Permit: :'' BUILDING PERMIT APPLICATION Permit No -12'r t?0" City of CARLSBAD, CALIFORNIA 92008 .. ... 6AZP"" MIS Applicant to complete numbered spaces on/v. Phone 729-1181 Cr, n ,— .105 ADDRESS .• ?o /L4—t. ie4 . .Z S.- In to LEGAL 1DESCR. LOT NO. I . JiLK TRACT - ç.i (c:JSEE ATTACHED SHEET) fl- > 0 o II OWNER MAIL ADDRESS 2 EJJJT,V 7,,/ 5l ZIP PHONE ,jp j-j ' In CONTRACTOR MAIL ADDRESS 'PH • ARCHITECT OR DESIGNER MAIL ADDRESS ON' PHONE 44 LICENSE NO. b.If'. LICENSE NO. . tç;, b. A ( c:, ENGINEER MAIL ADDRESS PHONE LICENSE NO. LENDER MAIL ADDRESS 6( BRANCH USE OF BUILDING 8 Class of work: 5E.NEw El ADDITION 0 ALTERATION El REPAIR El MOVE El REMOVE 9 Describe work: /..../ 10 Change of use from . Change of use to Ac 11 Valuation of work: $ I.. / PLAN CHECKJEE - I -- PERMIT FEE SPECIAL CONDITIONS: Type of Const. ccupancy roup : 715i0n Size of Bldg (Total) Sq. F'V(7I .2 No. of Stories 2 Max. 0cc. Load Fire __ Zone ' Use . Zone /I/ Fire Sprinkler APPLICATION ACCEPTED BY. 7TECKED BY VED FOR I CE BY. Required Elves No. of Dwelling Units - OFFSTRE T PARKlN9ACES Covered /3 Uncovered Q NOTICE SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMB- ING, HEATING, VENTILATING OR AIR CONDITIONING. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- TION AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM- MENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OT.HER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. -, 1. • Special Approvals - Required Received Not Required ZONING HEALTH DEPT. FIRE DEPT. SOIL REPORT OTHER (Specify) _____ _____ _____ _____ NT SIGNATURE OFco -J OR AUTHORIZED AI IDA EY SIGNATURE _OF_ OWNER _(O F _OWNER _BUILDER) (DATE) WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT PLAN CHECK VALIDATION CK. M.O. CASH PERMIT VALIDATION . CK. M.O. CASH INSPECTOR INSPECTION RECORD 7 ./) DATE REMARKS INSPECTOR FOUNDATIONS: SET BACK - -• ________________ TRENCH REINFORCING FOUNDATION WALL& - WEATHER PROOFING CONCRETE SLAB FRAMING INT. LATHING OR DRYWALL EXT._LATHING MASONRY FINAL USE SPACE BELOW FOR NOTES, FOLLOW-UP, ETC. 7-18-73 Fdn Forms; O.K. B. Nelson 8-3-73 Steel O.K. Grout O.K. B. Nelson 9-7-73 Steel for block walls O.K. B. Nelson 10-12-73 Roof Nailing: O.K.. B. Nelson 12-27-73 Drywall Nailing: O.K. B. iNelson 12-27-73 Lath Drywall: O.K. B. Nelson //.. - -J - I ' I "7t.7 I I I ALL BUILDINGS ADDRESSED AS 2630 PIRINEOS WAY I fl -'' This Certificate issued pursuant to the rcquircrne1ts of. Section 306 of the Uniform Bui l ding. Code certifies that at the time of issuance < this structure complies with applicable ordinances of the City regulating building construction use. Use Classification (30) CONDOMINIUM UNITS Bldg. Permit No. 731300°1 9 02 . Group H/F1 Type Constiuctioa'J/i hr./! Fire Zone 3 Use Zone RD1 <. Occupant Load Owner of BuiIdin_SU.LLIV. LENLL RLSE.S_Ad'dcs74i7_Wft5iiS.t Lo.sAngeies_Cal. Buildi ng Addre Pirneos WavL000hf LA COSTA, CARLSBAD .?!?4,2630s2634 LOTS and Costa _197_ _198_La_ _South n it42 S F BMBE2i.19Th S NOTE: Alterations, changes, additions o changes of oc 'cy nullifies this cetificcto. S (Post in conpicuoua Place) S A' BUILDING PERMITAPPLICATION Permit ________ City of CARLSBAD, CALIFORNIA 92008. Applicant to complete numbered spaces only. Phone 729-1181 T-z i n t-- J05 ADDRESS 0 1LEGAL CDT' NO. OESCR. BLI( TRACT f (SEE ATTACHED SHEET) 0 0 OWNER MAIL ADDRESS ZIP r..., .•, ') 741T t_' PHONE I.., CONTRACTOR MAIL ADDRESS PHONE LICENSE NO. ARCHITECT OR DESIGNER MAIL ADDRESS 4 tm\ -,t••... PHONE LICENSE NO. '414m. ENGINEER MAIL ADDRESS PHONE LICENSE NO. I/- / - i •)414-. LENDER MAIL ADDRESS BRANCH USE OF BUILDING / 4,-it 8 Class of work: 'I1NEW DADOITION 0 ALTERATION 0 REPAIR 0 MOVE El REMOVE 9 Describe work: 1& ....../.. ,.., 10 Change of use from / Change of use to 11 Valuation of work: $ PLAN CHECK FEE PERMIT FEE SPECIAL CONDITIONS: . Typ Const. Occupancy / Group / 7 Division Size of Bldg. / (Total) Sq. F7 . No. of Stories Max. 0CC. Load —, Fire ZorI ,_' Use ' Zone / (J P Fire Sprinklers Required Elves Dt APPLICATION ACCEPTED BY: PLANS CHECKED BY APPROVED FOR ISS NI1E BY. OFFSTREE PARKING SPACES: OweUingUnits = Covered, NOTICE Special Approvals Required Received Not Required ZONING SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMB- ING, HEATING, VENTILATING OR AIR CONDITIONING. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- HEALTH DEPT. FIRE DEPT. TION AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK S COM- MENCED. SOIL REPORT OTHER (Specify) I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER.SJATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PE1FORMANCE OF CONSTRUCTION. L' SIGN"A'TU'RE`OF`"C0`k~TWAC TOR OR AUTHORIZED AGENT )DATrE\ SIGNATURE _OF_ OWNER _(IF _OWNER _BUILDER) (DATE) WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT PLAN CHECK VALIDATION CK. M.O. CASH PERMIT VALIDATION CK. M.O. CASH INSPECTOR INSPECTION RECORD 7- 7WO- DATE REMARKS INSPECTOR FOUNDATIONS: SET BACK TRENCH - REINFORCING FOUNDATION WALL & WEATHER PROOFING CONCRETE SLAB FRAMING INT. LATHING OR DRYWALL EXT._LATHING MASONRY FINAL USE SPACE BELOW FOR NOTES, FOLLOW-UP, ETC. 7-l73 Fdn. Forms O.K. B Nelson 7-27-73 Steel: O.K. B. Nelson 9-18-73 Steel for block wall: B. Nelson 10-12-73 Roof Nailing: O.K. B. Nelson XXXXUXXX 12-18-73 LATH DRY WALL: O.K. lB. Nelson 12-27-73 Exterior Lath: O.K. B. Nelson - I- BUILDING. PERMIT APPLICATION '. Permit No. _7? -3o 0 City of CARLSBAD, CALIFORNIA 92008.. . . Applicant to'cmplete numbered spaces only. Phone 729-1181 JOB ADDRESS 32 . 0 LEGAL 1 DESCR. LOT NO. . /r7-1i L Cr1 BLK '.,Ij I TRACT tf (EJSEE ATTACHED SHEET) /,fJ? - Iiip L. . K NJO OWNER MAIL ADDRESS ZIP PHONE 2 Mi 7 t4 yçIY •'.r Li'. . .t 0 lU CONTRACTOR . V MAIL ADDRESS 3 P .. . PHONE LICENSE NO. ARCHITECT OR De5I'NER MAIL ADDRESS PHONE LICENSE NO. ENGINEER MAIL ADDRESS 5 /.,.# ,. PHONE LICENSE NO. .. j LENDER - Ii MAIL ADDRESS BRANCH ."3 r L1I. s7 ç - ( USE OF BUILDING F 1 3iJp . . 8 Class of work: NEW 13 ADDITION 0 ALTERATION El REPAIR El MOVE El REMOVE 9 Describe work: 9!J.er-' A. 10 Change of use from Change of use to 11 Valuation of work: $ çf4../ t13 PLAN CHECK FEE j PERMIT FEE SPECIAL CONDITIONS: Type of" / A4 Const' - OccLpanCy Group / Division Size of Bldg. (Total) Sq. F' ? No. of k Stors Max. 0CC. Load. Fire Zone Use D /' Fire Sprinklers APPLICATION ACCEPTED BY: PLANS CHECKED BY: APPROVED FOR ISSUANCE BY: Dwefflng UnitsC) Required Elves 0i No. ' tOFFSTREETVARKINGS CES: ed /Cfilcovered Q NOTICE SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMB. ING, HEATING, VENTILATING OR AIR CONDITIONING. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- TION AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK S COM- MENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF. LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY.OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR HEPERFORMANCE OF CONSTRUCTION. Special Approvals — Required Received Not Required ZONING HEALTH DEPT FIRE DEPT SOIL REPORT OTHER (Specify) SIGNATURE OF CONRACX.OR.OR AUTHORIZED AGENT (DATE) . SIGNATURE OF OWNER (IF OWNER BUILDER) (DATE) - - WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT PLAN CHECK VALIDATION CK. M.O. CASH PERMIT VALIDATION CK. M.O. CASH INSPECTOR INSPECTION RECORD 73-/3 DATE REMARKS INSPECTOR FOUNDATIONS: SET BACK - TRENCH REINFORCING FOUNDATION WALL& WEATHER PROOFING CONCRETE SLAB FRAMING INT. LATHING OR DRYWALL EXT. LATHING MASONRY FINAL 9f USE SPACE BELOW FOR NOTES, FOLLOW-UP, ETC. 9-18-73 Steel for blockXAII wall: O.K. B. Nelson 11 -19-73 Frame: O.K. E. Plude 3 -4-74 Slab: O.K. Main Bldg Floor Garage, B. vNelson 4-19-74 Drywall nailing : 1st floor bldg. #1 two west units only. B. Nelson L -73/ Y l2 i 2t PLUMBING PERMIT APPLICATION Permit No.7 'J/'/ City of CARLSBAD, CALIFORNIA Applicant to complete numbered spaces only. JOB ADDRESS q ) z o L. 0 I. W LEGAL 1DESCR. i'LOT NO' I I BLK TRACT I I1JSEE'ATTACHED SHEET) NO In OWNER MAIL. ADDRESS 2 / /1/IA 74/7 ZIP PHONE In CONTRACTOR MAIL ADDRESS AAiIy-,,1 rcA 4.! PHONE LICENSE NO. 14T 4éI ARCHITECT b ESIGNER MAIL ADDRESS 4 PHONE L)CNSE NO. ENGINEER MAIL ADDRESS 5 PHONE LICENSE NO. LENDER - MAIL ADDRESS USE OF BUILDING BRANCH 8 Class of work: YNEWDADDITION DALTERATION 9 Describe work: 0 REPAIR PERMIT FEES - No. Type ol Fixture or Item Fee SPECIAL CONDITIONS: WATER CLOSET (TOILET) BATHTUB ,1 LAVATORY (WASH BASIN) SHOWER KITCHEN SINK & DISP. DISHWASHER APPLICATION ACCEPTED BY: PLANS CHECKED BY: I APPROVED FOR ISSUANCE BY: LAUNDRY TRAY CLOTHES WASHER /1_ ,/ WATER HEATER NOTICE THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- TION AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTION ORWORK IS SUSPENDED OR.ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM. MENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. URINAL - - DRINKING FOUNTAIN FLOOR—SINK OR DRAIN - - SLOP SINK GAS SYSTEMS: NO. OUTLETS ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS WATER PIPING & TREATING Eck)IP - WASTE INTERCEPTOR - - VACUUM BREAKERS - LAWN SPRINKLER SYSTEM - SEWER CESSPOOL SEPTIC TANK & PIT SIGNATURE OF CONTRACTOR OR AUTHORIZED AGENT / / (DATE) PERMIT $ TOTALFEE_BUILDER) SIGNATURE _OF_ OWNER _(IF _OWNER (DATE) WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT - PLAN CHECK VALIDATION CK. M.O. CASH PERMIT VALIDATION CK. M.O. CASH INSPECTOR INSPECTION REPORTS DATE . ITEM - REMARKS INSPECTOR 10-17-7 Tnp 10-17-73 Sewer and waiter O.K. . B.. Nelson 2-1-74 Gas Yard Bldg. ..2&3 B. Nelson USE SPACE BELOW FOR NOTES, FbLLOW-UP, ETC. PLUMBING PERMIT APPLICATION Permit No7.? 2 ' City of CARLSBAD, CALIFORNIA Applicant to complete numbered spaces only. JOB ADDRESS 2.e/4/&c a',4v 5 z P1 L 0 W > LEGAL 1DESCR. LOT NO. I I I I BLK I TRACT I I (c:JSEE ATTACHED SHEET) 5 0 0 P1 OWNER MAIL ADDRESS 2 Afl?/-5 ZIP PHONE 7i17 , 1 Lo 4MIFc in CONTRACTOR MAIL ATRESS /W)IU Th9fi*J'b,tl -4/ PHONE LICENSE NO. Si47 C5T). ARCHITECT DESIGNER MAIL ADDRESS 4 PHONE LICENSE NO. ENGINEER MAIL ADDRESS 5. PHONE LICENSE NO. LENDER MAIL ADDRESS 6 BRANCH USE OF BUILDING 1 I, 8 Class of work: NEW El ADDITION 0 ALTERATION 0 REPAIR 9 Describe work: PERMIT FEES No. Type o Fixture or Item Fee SPECIAL CONDITIONS: WATER CLOSET (TOILET) z.. 9,7 BATHTUB LAVATORY (WASH BASIN) t SHOWER r ..LL — _ZP KITCHEN SINK & DSP. -70DISHWASHER ' APPLICATION ACCEPTED BY PLANS CHECKED BY: APPROVED FOR ISSUANCE BY: LAUNDRY TRAY CLOTHES WASHER WATER HEATER NOTICE THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- TION AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM- MENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. (_1p URINAL DRINKING FOUNTAIN FLOOR—SINK OR DRAIN SLOP SINK GAS SYSTEMS: NO. OUTLETS ______________________________________ WATER PIPING & TREATING -c-- - - HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT WASTE INTERCEPTOR PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING VACUUM BREAKERS LAWN SPRINKLER SYSTEM SEWER CESSPOOL SEPTIC TANK & PIT S • 4I SIGNATURE' OF RACTOROR AUTHORIZED AGENT '(DATE) PERMIT $ TOTAL FEE $ 12 r 2,' SIGNATURE _OF_ OWNER _(IF _OWNER _BUILDER) (DATE) WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT PLAN CHECK VALIDATION CK. M.O. CASH PERMIT VALIDATION , cii. M.O. CASH INSPECTOR S INSPECTION REPORTS REPORTS DATE ITEM • REMARKS INSPECTORS 9-7-73 Sthil line O.K. •. B. Nelson 11-114-73 Underground Plbc . 0. K. E. Plude 1-22-74 ToIj out O.K. :. B. Nelson USE SPACE BELOW FOR NOTES, FOLLOW-UP, ETC.- 10-29-73 Partial : West portion under floor O.K. B. NIson 'S. - PLUMBING PERMIT APPLICATION Permit No/_— City of CARLSBAD, CALIFORNIA - - Applicant to complete numbered spaces only. .105 ADDR ESS 5 z,, 0 UJ LEGAL 1DEScR. I LOT NO. BLK - I i I I TRACT ' . (1JSEE ATTACHED SHEET) IJ In OWNER MAIL ADDRESS 2 c'tUt'/W FAfr k?A/SFS 7I/7 ZIP - - -i-- P 65Y i InSIONE In CONTR CTOR MAIL AODRESS IIUD& -41 PHONE LICENSE NO. Etr Cg 4f( ARCIfITECT OR DESIGNER MAIL ADDRESS PHONE LICENSE NO. 4 ENGINEER MAIL ADDRESS 5 PHONE LICENSE NO. LENDER MAIL ADDRESS 6 BRANCH USE OF BUILDING 7 8 Class ofwork: NEW [1 ADDITION 0 ALTERATION !' 0 REPAIR 9 Describe work: 1 PERMIT FEES No. Type of Fixture or Item Fee SPECIAL CONDITIONS: 11.7 WATER CLOSET (TOILET) BATHTUB .1.2 LAVATORY (WASH 6AS)N) SHOWER KITCHEN SINK & DISP. C' DISHWASHER —7 14, APPLICATION ACCEPTED BY PLANS CHECKED BY: APPROVED FOR ISSUANCE BY: /7 LAUNDRY TRAY " CLOTHES WASHER WATER HEATER 7 NOTICE THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- TION AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM. MENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. 01 URINAL DRINKING FOUNTAIN FLOOR—SINK OR DRAIN - - SLOP SINK GAS SYSTEMS: NO. OUTLETS WATER PIPING & TREATING EQt7T - WASTE INTERCEPTOR - - VACUUM BREAKERS - - - LAWN SPRINKLER SYSTEM SEWER -T CESSPOOL SEPTIC TANK & PIT SIGNATURE OF CONTRA('?OR OR AUTHORIZED AGENT (DATE) PERMIT $ j TOTAL FEE $ WWI SIGNATURE _OF_ OWNER _(IF _OWNER _BUILDER) (DATE) WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT PLAN CHECK VALIDATION cK. M.O. CASH PERMIT VALIDATION CK. M.O. CASH INSPECTOR INSPECTION REPORTS DATE ITEM - REMARKS INSPECTOR 10-8-73 Rough O.K. B. Nelson 10-17-73 Sewer and water O.K. B. Nelson 2-1-74 Gas Yard bldg. 2&3 B. Nelson USE SPACE -BELOW FOR NOTES, FOLLOW-UP, ETC. 'A MECHANICAL PERMIT APPLICATIONooz** •** Permit No.7/ City of CARLSBAD, CALIFORNIA 92008 i Aøp/icant to complete numbered spaces on/v. Phone 729-1181 - JOB ADDRESS 111F in 1 LEGAL OT NO. 1 ArTAo SHEET) OWNER MAIL ADDRESS 2 ZIP PHONE CONTRACTOR IADD RE 55 -. i-.-*— .•-z.4• - PH0NE 1 CE N S E'N0", $ I7- 44 ARCHITECY ORDE)tNEP ' ''' MAILkbDRS5 - 'HOE ' L'kNSENO 4 . '7 47 ENGINEER . ,.' ' MAIL ADDRESS -c 5v - — PHONEt LICENSE NO. -- --,--- - - LENDER MAIL ADDRESS 6 BRANCH USE OF BUILDING P - - 8 Class of work: NEW U ADDITION 0 ALTERATION 0 REPAIR - 9 Describe work: J Type of FuO Oil 0 Nat. Gas U LPG. 0 — I PERMIT FEES SPECIAL CONDITIONS: No. Type of Equipment Fee Air Cond. Units—H.P. Ea. $ Refrigeration Units—H.P. Ea. Boilers—H.P. Ea. Gas Fired A.C. Units—Tonnage Ea. Forced Air Systems—B.T.U. M Ea. APPLICATION ACCEPTED BY: PLANS CHECKED BY. APPROVED FOR ISSUANCE BY: Gravity Systems_B.T.:U. M Ea. — WaIlHóter—BT) NOTICE THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- TION AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. Unit Heaters—B.T.U. M — Evaporative Coolers Clothes Dryers — — — Ventilation Fan MENCED. — Range Hood — Air HandlingUnit— C.F.M. — HEREIN OR . NOT, THE GRANTING OF A PERMIT DOES NOT Incinerator PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING SIGNATURE Of EONTRACTOIOR AUTHORIZED AGENT - / -(DATE) / / PERMIT $ . TOTAL FEE - $ SIGNATURE Of OWNER (If OWNER BUILDER) (DATE) WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT - PLAN CHECK VALIDATION CK. M.O. CASH PERMIT VALIDATION CK. M.O. CASH INSPECTOR MECHANICAL PERMIT APPLICATION z ED ________ City of CARLSBAD, CALIFORNIA 92008 M~" Applicant mp spaces on/v. Phone 729-1181 - JOB ADDRESS .. LEGAL Lo -ttd. '\ f 'BLA TRA1 (SEE ATTACHED SHEET) OWNER MAIL ADI1Ia4g. V1 2 ZIP PHONE flebo Cali 2.2M Q ¶1A7' CONT 3 PHPta, rakENSE NO. Ce eraettZL49SSfleTth ARCH 4 archaU, C91ifø 4E1O2O - NPfljOflB ratehinghm Ca].ifenLa ENGIF fAhft 5 PHONE LICENSE NO. LENDER MAIL ADDRESS 6 BRANCH USE OF BUILDING 7 fl.estdenee 8 Class of work: NEW LI ADDITION 0 ALTERATION LI REPAIR - 9 Describe work: Mtrnlsh and Inatali rCMlete ileating and Air Conditioning tci. knwon S 02 04 1!aat. -can - - of Fuel: Oil 11 Nat. Gas El LPG. C3 * PERMIT FEES SPECIAL CONDITIONS: FNo. Type of Equipment Fee Air Cond. Units—H.P. Ea. 216 II p p .8CL OIL.. • Refrigeration Units—F.P. Ea. Boilers—H.P. Ea. Gas Fired A.C. Units—Tonnage Ea. 2O— ForcedAirSystems—B.T.U25500 MEa. APPLICATION ACCEPTED BY . PLANS CHECKED BY. APPROVED FOR ISSUANCE BY. 1 ('.V P Gravity Systems—B.T.U. M Ea. Floor Furnaces—B.T.U. M Wall Heater—B.T.U. M — — NOTICE /THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- TION AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM- MENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. Unit Heaters—B.T.U. M — Evaporative Coolers - Clothes Dryers — — — Ventilation Fan Range Hood - — - Air Handling Unit— C.F.M. — — Incinerator — — — SIGNATURE OF CONTRACTOR OR AUTHORIZED AGENT (DATE) PERMIT $ _ 2119 TOTAL FEE $ - SIGNATURE OF OWNER (IF OWNER BUILDER) (DATE) WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT - PLAN CHECK VALIDATION CK. M.O. CASH PERMIT VALIDATION CK. M.O. CASH INSPECTOR .5 . INSPECTION REPORTS - DATE ITEM . REMARKS INSPECTOR .5-10-74 Prnigh OK. . BY en USE SPACE BELOW FOR NOTES, FOLLOW-UP, ETC.. vs MECHANICAL PERMIT APPLICATION ______ -City of CARLSBAD, CALIFORNIA 92008 Permit No. 7 __k$j -, I 04 - t Applicant to complete numbered spaces on/v. Phone uOfle , -. . -. M~' .105 ADOR ESS .1 .,1. / IT) LEGAL I DESCR. LOT NO, BLK I I TRACT - Bldg. - (ElSE frI'ACHED SHEET) #2 OWNER MAIL ADDRESS 2 ZIP PHONE C1tforuia Enterprise* gay,&iwft.ha Cta, CONTU.iTfl D?Aeee 3 WI 1' CefltC North ARCH] A LU LICENSE NO. )ithall,, 1 - 9fl() 4 git;ebleom HONE LICENSE NO. ENGIN MAIL ADDRESS 5 - PHONE LICENSE NO. - -- - - LENDER MAIL ADDRESS 6 BRANCH USE OF BUILDING 7 Retdee5 8 Class of work: NEW U ADDITION U ALTERATION U REPAIR 9 Describe work: Furniat and .iusaU cc*plete Ucating snd Mr Conditioning System , Icuown AS ritt Pt.. of Fuel: Oil U Nat. Gas U LPG. U PERMIT FEES SPECIAL CONDITIONS: EN-7 Type of Equipment Fee Air Cond. Units—H.P. Ea. i.P.. ..2.4 flfl_ Refrigeration Units—F.P. Ea. - Boilers—H.P. Ea. Gas Fired A.C. Units—Tonnage Ea. - Forced Air Systems—B.T.U. ACCEPTED BY: PLANS CHECKED BY. APPROVED FOR ISSUANCE BY. Gravity Systems—B.TJJ. 25,500 :a. Ea. _24 _01.0 Floor Furnaces—B.T.U. M Wall Heater—B.T.U. M - NOTICE THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- TION AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM- MENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. Unit Heaters—B.T.U. M - Evaporative Coolers - Clothes Dryers _ Ventilation Fan Range Hood - Air Handling Unit— C.F.M. - - Incinerator - - SIGNATURE OF CONTRACTOR OR AUTHORIZED AGENT (DATE) PERMIT TOTAL FEE L j - SIGNATURE OF OWNER (IF OWNER BUILDER) (DATE) WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT -- PLAN CHECK VALIDATION CK. M.O. CASH PERMIT VALIDATION CK. M.O. CASH L - INSPECTOR INSPECTION REPORTS DATE ITEM REMARKS INSPECTOR li-c-fl Rrniph He ____ ___________________________________ R Ne1on 1 USE SPACE BELOW FOR NOTES, FOLLOW-UP, ETC. • MECHANICAL PERMIT APPLICATION Permit No 7 City of CARLSBAD, CALIFORNIA 92008 Applicant iompiete,6mieie?oacesoniv. Phone 729-1181 - - - - - JOB ADDRESS M In LEGAL 1DEscR. I LOT NO. I I 3 ' I I TRACT I I (JSEE ATTACHED SHEET) OWNER MAIL ADR$SBldg -.I 2 Lute ' ZIP PHONE prinea MAIL ADOR CONTRA PV 3 , G 1Oft Y pHWehe L Ge9te1 C 4ara ARCHIT Nth 1 nerast AQ)tQ 4 M °i n111 JX G 5 O ENGINEm MAIL ADDR 5 LICENSE NO. LENDER MAIL ADDRESS 6 BRANCH USE OF BUILDING 7 ILdees 8 Class of work: NEW G ADDITION 0 ALTERATION 0 REPAIR 9 Describe work:Fbmishand install c1ete fleeting and Mr CondiUon.ng Systems, knovu as Orleans Eat1 of Fuel: Oil 0 Nat. Gas 0 LPG. 0 PERMIT FEES SPECIAL CONDITIONS: [No. Type of Equipment Fee Air Cond. Units—H.P. Ea. 2U 11 $ _ Refrigeration Units—H.P. Ea. - Boilers—H.P. Ea. Gas Fired A.C. Units—Tonnage Ea. Forced Air Systems—B.T.U. Son M Ea. APPLICATION ACCEPTED BY: - PLANS CHECKED BY. . APPROVED FOR ISSUANCE BY. Gravity Systems—B.T.U. M Ea. - Floor Furnaces—B.T.U. M Wall Heater—B.T.U. M NOTICE THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- TION AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM- MENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. Unit Heaters—B.T.U. M - Evaporative Coolers - Clothes Dryers - Ventilation Fan - - ____________________________________ Range Hood Air Handling Unit- C.F.M. Incinerator - - - SIGNATURE OF CONTRACTOR OR AUTHORIZED AGENT (DATE) PERMIT $ TOTAL FEE $ SIGNATURE OF OWNER (IF OWNER BUILDER) (DATE) WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT PLAN CHECK VALIDATION CK. M.O. CASH PERMIT VALIDATION - CK. M.O. CASH - INSPECTOR 7-3Jc S INSPECTION REPORTS DATE ITEM REMARKS INSPECTOR 11-5-73 Rugh Her •O.K 0 B. Nclzon - USE SPACE BELOW FOR NOTES, FOLLOW-UP, ETC. •• (_ PROFESSIONtREGISTERED INSPECTIONJE c!i V E ID H . INSPECTIONS o TESTING • ENGINEERING 7895 CONVOY COURT SAN DIEGO CA 92111 AUG 29 1973 (714) 292-0660 TEST REPORT —COPIESTO: CITY OFO€ARLSAt DUj.IUIjIr, Llepal LII ICI ii. JOB Orleans East ADDRESS 2624 Piringds Way, Carlsbad PHONE LIOWNER SullivanEnterprises EjIcoNTRACToR Sullivan Enterprises LI CLIENT . . LI ENGINEER Burkett Engineers LI ARCHITECT Bill S1atton . LIBLDG. AUTH. Carlsbad _.. LI Merle V. Jones 73-100 INSPECTOR PERMIT NO. _____ PLAN FILE It FIELD SAMPLE OF: Concrete . LOCATION OF SPECIMEN . . . IN JOB ORSTRUCTURE Preliminary - East Footings . . . .. MIX NO. W-5 1/2-1-P SPECIMEN MADE BY: Madrigal . 7 _"ards _5 1/2 sk 1k" PROPORTIONS ,_. SLUMP _________________________________________ ADMIXTURE . DATE MADE 8/17/73 TYPE OF CEMENT DATE RECEIVED AT LAB. . . CONC.SUPPLIER Wiley Brothers . SOURCE OF ROCK TICKET NO. 49202 Truck #24 INSPECTOR SIGN Merle V. Jones .-. LABORATORY TEST DATA AGE TESTED DAYS 7 DAYS DAYS 28 DAYS DAYS SPECIMEN MARKINGS 7568 7569 7570 DATE TESTED . 8/213/73 . 9/113/73 HOLD AREA—SO. IN. ., . 28.28 ULTIMATE LOAD—LBS. . . 50500 UNIT STRESS—PSI. . 1780 .. . SPECIFIED STRENGTH. AT28DAYS ,. 000 SPECIAL INFORMATION:_ ADDITIONAL DISTRIBUTION: RESPECTFULLY SUBMITTED BY 6+R4LC.LU&4. ENGINEER PROFESSIONAL REGISTERED INSPECTIONS, INC INSPECTIONS o TESTING o ENGINEERING 7895 CONVOY COURT, SAN DIEGO, CA 92111 c V11 (714) 292-0660 TEST REPORT -COPIES TO: jos NO. 1395 - c'pfl JOB Orleans East ADDRESS 2624 Piringos Way, Carlsbad PHONE OWNER Sullivan Enterprises LI CONTRACTOR Sullivan Enterprises 0 CLIENT Li ENGINEER Burkett Engineers Li ARCHITECT Bill Slatton LI BLDG. AUTH. Carlsbad INSPECTOR Merle V. Jones PERMIT NO. 73-1300 PLAN FILE # FIELD SAMPLE OF: Concrete . . . . LOCATION OF SPECIMEN IN JOB OR STRUCTURE Preliminary - East Footings . . . mix NO. W-5 1/2-1-P . SPECIMEN MADE BY: Madrigal . yards ards ' 1 /2 ck . PROPORTIONS / ' SLUMP ADMIXTURE DATE MADE 8/17/73 TYPE OF CEMENT DATE RECEIVED AT LAB CONC SUPPLIER - Wiley Brothers SOURCE OF ROCK 49202 Truck #24 . Merle V.. Jones TICKET NO. INSPECTOR SIGN. LABORATORY TEST DATA AGE TESTED DAYS 7 DAYS DAYS 28 DAYS . DAYS SPECIMEN MARKINGS . 7568 . 7569 7570 DATE TESTED 8/24/73 9/14/73 HOLD AREA—SO. IN. . 28.28 28.28 ULTIMATE LOAD—LBS. . 50500 74000 UNIT STRESS—PSI. . 1780 - . 2620 t SPECIFIED STRENGTH: A128 DAYS . 3000 SPECIAL INFORMATION: ADDITIONAL DISTRIBUTION: . . RESPECTFULLY SUBMITTED BY____ -S44CTUQAL ENGINEER C C v p ~ PROFESSIONAL REGISTERED INSPECTIONS, INC. 7895 CONVOY COURT, SAN DIEGO, CA 92111 (714) 292-0660 INSPECTIONS • TESTING • ENGINEERING TEST REPORT —COPIESTO: . JO NO. 1395 JOB Orleans East Condominiums . . -- 2630 Pirineo.s W ADDRESS Carlsbad PHONE LII OWNER . El CONTRACTOR Sullivan Enterprises Li CLIENT Sullivan Enterprises LIIENGINEER Burkett Engineers Li ARCHITECT Bill S1•atton Li BLDG. AUTH. Carlsbad Li INSPECTOR Joe Brindle PERMIT NO. 73301 PLAN FILE FIELD SAMPLE OF: Concrete LOCATION OF SPECIMEN . IN JOB OR STRUCTURE Topping at first floor exterior slab MIX NO. W-7.5-1-P SPECIMEN MADE BY: Brindle PROPORTIONS 7.5 sk SLUMP 6" ( ADMIXTURE Pozz 300 DATE MADE 22 Feb 74 TYPE OF CEMENT DATE RECEIVED AT LAB CONC. SUPPLIER Wiley SOURCE OF ROCK 51+064 Joe Brindle TICKET NO. INSPECTOR SIGN. LABORATORY TEST DATA AGE TESTED DAYS 7 1 DAYS DAYS 28 j DAYS DAYS SPECIMEN MARKINGS 9550 9551 9552 DATETESTED 3/1/74 . 3/22/74 HOLD AREA-SO. IN. 28.28 ULTJMATE LOAD-LBS. 91000 . 126000 UNIT STRESS-PSI. 3220 . . 1. SPECIFIED STRENGTH: AT 28 DAYS REcEfvE ( S 3000 MAR 26 194 SPECIAL INFORMATION: CITY OF ADDITIONAL DISTRIBUTION: RESPECTFULLY Build Department S-PJCTU ENGINEER 99, C PROFESSIONAL REGISTERED INSPECTIONS, INC. INSPECTIONS • TESTING • ENGINEERING 7895 CONVOY COURT, SAN DIEGO, CA 92111 (714) 292-0660 TEST REPORT - COPIES TO: JOB NO. 1395 JOB 0mm n I urns . ADDRkSS 2630 Pirineos Way Carlsbad. PHONE [I ONER []CONTRACTOR Sullivan Enterprises CLIENT Sullivan Enterprises . ENGINEER Burkett Engineers ARCHITECT Bill Slatton BLDG.AUTH. Carlsbad E INSPECTOR Joe Brindle PERMIT NO. 73-1.301 PLAN FLLE# FIELD SAMPLE OF: Concrete LOCATION OF SPECIMEN . . IN JOB ORSTRUCTURE Topping at first floor exterior slab MIX NO _. W-7.5-1-P PROPORTIONS 7.5 sk ADMIXTURE Pozz 300 TYPE OF CEMENT CONC. SUPPLIER Wiley SLUMP SPECIMEN MADE BY 611 DATE MADE 22 Feb 74 DATE RECEIVED AT LAB. ôc SOURCE OF ROCK 54064 . Joe Brindle TICKET NO. INSPECTOR SIGN. LABORATORY TEST DATA AGE TESTED . DAYS 7 DAYS DAYS 28 DAYS . DAYS SPECIMEN MARKINGS 9550 9551 9552 DATE TESTED 3/1174 3122174 HOLD AREA—SQ.IN. 28.28 UL1JMATE LOAD—LBS. UNIT STRESS—PSI. . 3220 SPECIFIED STRENGTH: f -- 3000 SPECIAL INFORMATION: ADDITIONAL DISTRIBUTION: RESPECTFULLY BY- RUCTUIJ ENGINEE.R Pr _______ PROFESSIONAL REGISTERED INSPECTIONS, INC. - INSPECTIONS o TESTING • ENGINEERING 7895 CONVOY COURT, SAN DIEGO, CA 92111 S (7141 292-0660 TEST REPORT -COPIES TO: JOB NO. 1395 J08 Orleans East Sullivan Enterprises ADDRESS 2630 Pireneos 'Way Carlsbad PHONE U OWNER Sullivan Enterprises U CONTRACTOR U CLIENT U ENGINEER Burkett Engineers U ARCHITECT Bill Slatton UBLOG.AUTI-L City of'Crlsbad U INSPECTOR J. Brindle PERMIT NO. 73-1301 PLAN FILE# FIELD SAMPLE OF: concrete LOCATION OFSPECIMEN footings at center P age, 4 columns IN JOB OR STRUCTURE • located juVdtV[ parking garage, south entrance MIX NO. W-7-1 nC 2 r% 0913 Brindle ______________ SPECIMEN MADE BY: PROPORTIONS 7 sk 311 _________________ ADMIXTURE GtTg DePart _________________________________ 12/11/73 ________________________________ DATE MADE TYPE OF CEMENT DATE RECEIVED AT LAB CONC.SUPPLIER Wiley Bros. SOURCE OF ROCK TICKET NO. 51995 INSPEC TOR SIGN. Joseph Brindle LABORATORY TEST DATA AGE TESTED ' DAYS 7 DAYS DAYS 28 DAYS DAYS SPECIMEN MARKINGS 8839 881+0 ' 8841 DATE TESTED ' ' ' 12-18 ' 1-8 , ' HOLD AREA-SQ. IN. .' ' ' 28.28 ULTIMATE LOAD-LBS. 80000 UNIT STRESS-PSI. ' 2830 SPECIFIED STRENGTH: AT28 DAYS ' ' 3000 SPECIAL INFORMATION: ADDITIONAL DISTRIBUTION: RESPECTFULLY SUBMITTED BY - ea £TRUCTttf9M- E GINEER C C. PROFESSIONAL REGISTERED INSPECTIONS, INC. - INSPECTIONS • TESTING • ENGINEERING 7895 CONVOY COURT, SAN DIEGO, CA 92111 (714) 292-0660 TEST REPORT -COPIES TO: J03 NO. 1395 JOB Orleans East Sullivan Enterprises ADDRESS 2630 Pireneos 'Way Carlsbad PHONE LI OWNER Sullivan Enterprises LICONTRACTOR LI CLIENT LIENGINEER Burkett Engineers LI ARCHITECT Bill Slatton LI BLDG. AUTH. City of Carlsbad LI INSPECTOR J. Brindle PERMIT NO, 73-1301 PLAN FILE# FIELD SAMPLE OF: concrete LOCATION OF SPECIMEN footings at center span at garage, 1+ columns IN JOB OR STRUCTURE. located outside of -.building at parking garage, south entrance MIX NO. w71 SPECIMEN MADE BY: Brindle PROPORTIONS , 7 sk. SLUMP ADMIXTURE DATE MADE 12/11/73 TYPE OF CEMENT DATE RECEIVED AT LAB CONC. SUPPLIER Wiley Bros. SOURCE OF ROCK TICKET NO. , 51995 INSPECTOR SIGN. Joseph Brindle LABORATORY TEST DATA AGE TESTED '• ' DAYS 7 DAYS DAYS 28 1 DAYS DAYS SPECIMEN MARKINGS ' 8839 881+0 881+1 DATE TESTED iz-18 1-8 HOLD AREA-SO. IN. ' 28.28 28.28 ULTIMATE LOAD-LBS. . . 80000 . ' 111000 UNIT STRESS-PSI. ' Ill c i i 3930 (( L)..4.je SPECIFIED STRENGTH: AT28 DAYS .' I ' . I _ 1 n 1fl7A 3000 SPECIAL INFORMATION: CITY OF CARLSBAD ADDITIONAL DISTRIBUTION: Building Department RESPECTFULLY SUBMITTED BY /iJd ENGINEER PROFESSIONAL REGISTERED INSPECTIONS. INC. / H ) INSPECTIONS • TESTING • ENGINEERING V J 7895 CONVOY COURT, SAN DIEGO, CA 92111 TEST REPORT - COPIES TO: JOB NO. 1395 JOB Orleans East . . (7141292-0660 I ADDRESS 2632 Pirineos Way PHONE Li OWNER LI CONTRACTOR Sull ivan Enterprises Li CLIENT Sullivan Enterprises LI ENGINEER_ Burkett Engineers Li ARCHITECT Li BLDG. AUTH. Carlsbad Li INSPECTOR Joe Brindle . PERMIT NO. 73-1300 PLAN FILE# FIELD SAMPLE OF: Concrete LOCATION OF SPECIMEN Topping on slab at east portion of 1st floor of Bldg. #1 IN JOB OR STRUCTURE . W-7.5-15 MIX NO. SPECIMEN MADE BY: Joe 10 PROPORTIONS 7 1/2 sk -E CEI'\7,1MP 3U lit ADMIXTURE Pozz 300 DATE MADE 26 October 1973 . TYPE OF CEMENT . DATE RECEIVED AT LAB. CONC.SUPPLIER Wiley Brother1'j OF CPRLSBD ulcflg DePartmetURCE OF ROCK TICKET NO. INSPECTOR SIGN. 50854 . Joe Brindle LABORATORY TEST DATA AGE TESTED . DAYS 7 DAYS DAYS 28 DAYS DAYS SPECIMEN MARKINGS 8446 8447 8448 DATE TESTED . 11/2/73 . 1 1 /2 3173 HOLD AREA—SQ. IN. . 28.28 28.28 ULTIMATE LOAD—LBS. 90500 . 131000 UNIT STRESS—PSI. . 3220 4630 () SPECIFIED STRENGTH: . AT 28 DA VS . . . 3000 SPECIAL INFORMATION:_ ADDITIONAL DISTRIBUTION: RESPECTFULLY SUBMIT ED BY— -&TQA4GX+0"et ENGINEER P R ___NAL REGISTERED INSPECTIONS, INC. ___ PROFESSIO INSPECTIONS • TESTING • ENGINEERING 7895 CONVOY COURT, SAN DIEGO. CA 92111 (714) 292-0660 TEST REPORT -COPIES TO: . JOB 1395 JOB Orleans East . . ADDRESS 2632 Pirineos Way PHONE OWNER CONTRACTOR Sullivan Enterprises E CLIENT Sullivan Enterprises LI ENGINEER Burkett Engineers LI ARCHITECT LI BLDG. AUTH. Carlsbad LI INSPECTOR Joe Brindle PERMIT NO. 73-1300 PLAN FILE# FIELD SAMPLE OF: Concrete LOCATION OF SPECIMEN Topping on slab at east portion of 1st floor of Bldg. #1 IN JOB OR STRUCTURE 1• MIX NO. W-7.5-15 ____________ SPECIMEN MADE BY: - _______ 7 1/2 sk SLUMP ____________ Pozz 300 _______________ PROPORTIONS C\MADE 26 October 1973 ADMIXTURE _____ _________________ _VAN TYPE OF CEMENT DATE RECEIVED AT LAB. OC.SUPPLIER Wiley Brothers SOU RCEOFROCK* 50854 Joe Brindle TICKET NO. INSPECTOR SIGN. . LABORATORY TEST DATA AGE TESTED DAYS 7 DAYS DAYS 28 DAYS DAYS SPECIMEN MARKINGS 8446 8447 . 8448 DATE TESTED . . 11/2/73 1 1/23/73 HOLD AREA—SO. IN. 28.28 ULTIMATE LOAD—LBS. 90500 UNIT STRESS—PSI. . 3220 SPECIFIED STRENGTH: AT28DAYS • 3000 SPECIAL INFORMATION: ADDITIONAL DISTRIBUTION:. • • RESPECTFULLY SUBMIT ED BY -64I161C4Ufl*t ENGINEER Joe C. .. C F ___ PROFESSIONAL REGISTERED INSPECTIONS, INC. F9R INSPECTIONS • TESTING • ENGINEERING 7895 CONVOY COURT, SAN DIEGO, CA 92111 (714) 292-0660 TEST REPORT -COPIES TO: JOB NO. 1395 JOB Orleans East ADDRESS Pirineos Way, Carlsbad PHONE El OWNER SullivanEnterprises []CONTRACTOR SullivanEnterprises El CLIENT " El ENGINEER BurkettEngineering El ARCHITECT Bill Slatton . ElBLDG.AUTH. Carlsbad El INSPECTOR MerleJones PERMIT NO. PLAN FILE# FIELD SAMPLE OF: . Concrete LOCATION OF.SPECIMEN IN JOB OASTRUCTURE Topping on Spancrete wesalf MIX NO. w7.51P c1%SPECIMEN MADE BY: Jones PROPORTIONS 7.5sk. __ SLUMP 41/2 ADMIXTURE Pozz300 MADE 10/5/73 ('h' e' o'..,_3 " TYPE OF CEMENT Riverside 11 DATE RECEIVED AT LAB. SO CONC.SUPPLIER WileyBrothers SOURCE OFROCK TICKET NO. INSPECTOR SIGN. MerleJones LABORATORY TEST DATA AGE TESTED DAYS 7 DAYS DAYS 28 DAYS DAYS SPECIMEN MARKINGS 8081 8082 8083 DATE TESTED . . 10/12/73 11/2/73 HOLD AREA—SQ. IN. 28.28 . 28.28 ULTIMATE LOAD —LB S. 59000 . .113000 UNIT STRESS—PSI. S 2090 4000 (V aA) SPECIFIED STRENGTH: AT28DAYS SPECIAL INFORMATION: ADDITIONAL DISTRIBUTION: RESPECTFULLY SUBMITTED BY sT-Ruc-Tu-M ENGINEER C PROFESSIONAL REGISTERED INSPECTIONS, INC. INSPECTIONS • TESTING • ENGINEERING 7895 CONVOY COURT, SAN DIEGO, CA 92111 (714) 292-0660 TEST REPORT - COPIES TO: JOB No. 1395 JOB Orleans East S . ADDRESS Pirineos Way, Carlsbad PHONE E OWNER Sullivan Enterprises flCONTRACTOR Sullivan Enterprises E CLIENT LI ENGINEER Burkett Engineering LI ARCHITECT Bill Slatton . EI BLDG. AUTH. Carlsbad LI INSPECTOR Merle Jones PERMIT NO. ____________ PLAN FILE # FIELD SAMPLE OF: Concrete LOCATION OF SPECIMEN . INJOBORSTRUCTURE Topping on Spancrete west half . MIX NO. w-7.5-1P . . SPECIMEN MADE BY: . Jones PROPORTIONS 7.5 sk. SLUMP 1+ 1/2 ' ADMIXTURE Pozz 300 DATE MADE l)7b TYPE OFCEMENT Riverside II DATE RECEIVED AT LAB. CONC.SUPPLIER Wiley Brothers .SOURCEOFROCK TICKET NO. . INSPECTOR SIGN. Merle Jones LABORATORY TEST DATA AGE TESTED DAYS 7 DAYS DAYS 28 DAYS DAYS SPECIMEN MARKINGS 8081 8082 8083 DATE TESTED 10/12/73 11/2/73 . HOLD AREA—SO. IN. . 28.28 ULTIMATE LOAD—LBS. 59000 UNIT STRESS—PSI. 2090 SPECIFIED STRENGTH: AT28 DAYS - . 4000 ____ SPECIAL INFORMATION: ADDITIONAL DISTRIBUTION: RESPECTFULLY SUBMITTED BY — ST A ENGINEER 191 PROFESSIONAL REGISTERED INSPECTIONS, INC. INSPECTIONS • TESTING • ENGINEERING S 7895 CONVOY COURT, SAN DIEGO, CA 92111 (714) 292-0660 TEST REPORT - COPIES TO: JOB NO. 1395 JOB Orleans East S ADDRESS 2632 Pirincos PHONE OWNER Sullivan Enterprises LICONTRACTOR Sullivan Enterprises LI CLIENT . LI ENGINEER Burkett Engineers LI ARCHITECT Bill Slatton LI BLDG. AUTH. Carlsbad LI INSPECTOR Merle Jones PERMIT NO. 731300 PLAN FILE# FIELD SAMPLE OF: Concrete LOCATION OF SPECIMEN . IN JOB OR STRUCTURE Columns East of line 11 . Jones MIX NO. W-6.5-1 SPECIMEN MADE BY: 6.5 sk. . . 3" PROPORTIONS SLUMP ADMIXTURE DATE MADE __ 9/20/73 S . Riversid II TYPE OF CEMENT DATE RECEIVED AT LAB Wiley Brothers CO NC. SUPPLIER: SOURCE OF ROCK 49933 MERLE Jones TICKET NO. INSPECTOR SIGN. LABORATORY TEST DATA AGE TESTED . DAYS 7 DAYS DAYS 28 DAYS DAYS SPECIMEN MARKINGS 7910 5 7911 7912 DATE TESTED 9/27/73 10/18/73 HOLD AREA—SO. IN. 5 28.28 ULTIMATE LOAD—LBS. . 66500 UNIT STRESS—PSI.IV SPECIFIED STRENGTH: AT28DAYS . ....,.'.r_I 3000 . it.;, a ''..e SPECIAL INFORMATION: JIJT yr .. . ADDITIONAL DISTRIBUTION: Building Deprtnnt RESPECTFULLY SUBMITTED BY _QWJ1 ENGINEER I C PROFESSIONIPREGISTEREO INSPECTIONS. INC. INSPECTIONS • TESTING • ENGINEERING 99, 7895 CONVOYPLIJE J EG1.S(E1D (714) 292-0660 TEST REPORT —COPIESTO: rct 241973 JOB NQ 1395 JOB Orleans East c OF CARLSBAD uud%ng Depa m ent ADDRESS 2632 Pirincos PHONE DOWNER SullivanEnterprises DCONTRACTOR Sullivan Enterprises El CLIENT . DENGINEER BurkettEngineers EI ARCHITECT BillSlatton DBLDG. AUTH. Carlsbad D INSPECTOR Merle Jones PERMIT NO. 73-1300 PLAN FILE FIELD SAMPLE OF: Concrete LOCATION OF SPECIMEN IN JOB OR STRUCTURE Columns East of line 11 . W-6.5-1 . Jones MIX NO. SPECIMEN MADE BY: 6.5 sk. . . 311 PROPORTIONS SLUMP ADMIXTURE DATE MADE __ 9/20/73 TYPE OF CEMENT Riversid.II DATE RECEIVED AT LAB. SOURCE OF ROCK 49933: MERLE Jones TICKET NO. . INSPECTOR SIGN. LABORATORY TEST DATA AGE TESTED DAYS 7 DAYS DAYS 281 DAYS DAYS SPECIMEN MARKINGS 7910 7911 7912 DATE TESTED . 9/27/73 10/18/73 . HOLD AREA—SO. IN. . . . . 28.28 28.28 ULTIMATE LOAD—LBS. 66500 100000 UNIT STRESS—PSI. 2350 3540 SPECIFIED STRENGTH: AT28 DAYS . 3000 _F SPECIAL INFORMATION: ADDITIONAL DISTRIBUTION: RESPECTFULLY SUBMITTED BY_______ ENGINEER CO NC. SUPPLIER Wiley Brothers PROSSIONAL REGISTERED INSPECTI O N S , 10 INSPECTIONS TESTING e ENGINEERING 7895 CONVOY COURT, SAN DIEGO, CA 9211 E C E I V E D (7141 292-Of TEST REPORT—COPIES TO: - 13 Orleans East JOB F%IFI AC rADI RAF) ADDRESS 2632 Pirineos, Carlsbad ent El OWNER Sull Ivan Enterprises LI CONTRACTOR Sullivan Enterprises 0 CLIENT LI.ENGINEER Burkett Engineers LI ARCHITECT Bill Slatton LI BLDG.AUTH. Carlsbad 0 INSPECTOR Merle Jones PERMIT NO. 731300 PLAN FILE # FIELD SAMPLE OF: Concrete LOCATION OF SPECIMEN IN JOB OR STRUCTURE Grade Beam at southeast entranc e MIX NO. W-6-1 SPECIMEN MADE BY: Jones PROPORTIONS 6 sk. SLUMP 3 1/2 1 ADMIXTURE ____ DATE MADE 9/7/73 Riverside II TYPE OF CEMENT DATE RECEIVED AT LAB CONC. SUPPLIER Wiley Brothers SOURCE OF ROCK 9668 Merle Jones TICKET NO. INSPECTOR SIGN. LABORATORY TEST DATA AGE TESTED DAYS 7 J DAYS DAYS 28 DAYS DAYS SPECIMEN MARKINGS 7786 7787 7788 DATE TESTED 9/114/73 10/5/73 HOLD AREA—SQ. IN- 28.28 ULTIMATE LOAD—LBS. 51000 UNIT STRESS—PSI. 1800 SPECIFIED STRENGTH: AT28DAYS . 3000 -. SPECIAL INFORMATION: ADDITIONAL DISTRIBUTION: RESPECTFULLY SUBMITTED BY________ _ _ _ _ _ _ sro7?t ENGINEER Ff99 ___ PROFESSIONAL REGISTERED INSPECTIONS, INC. INSPECTIONS • TESTING • ENGINEERING 7895 CONVOY COURT. SAN DIEGO, CA 92111 (714) 292-0660 I TEST REPORT -COPIES TO: JOB NO. 1395 JOB Orleans East ADDRESS_ 2632 Pirineos, Carlsbad PHONE E OWNER Sullivan Enterprises [I CONTRACTOR Sullivan Enterprises E CLIENT LI ENGINEER 'Burkett Engineers LI ARCHITECT Bill Slatton Li BLDG.AUTH. Carlsbad LI INSPECTOR Merle Jones PERMIT NO. 73-1300 PLAN FILE# FIELD SAMPLE OF: Concrete 0 LOCATION OF SPECIMEN . IN JOB OR STRUCTURE Grade Bea entrance . MIX NO. W61 . SPECIMEN MADE BY: Jones PROPORTIONS 6 sk. OSLUMP 3 1/2" ADMIXTURE . C(O t\DATE MADE ___9/7/73 ____________________________ TYPE OF CEMENT Riverside II ' DATE RECEIVED AT LAB. CONG. SUPPLIER Wiley Brothers SOURCE OF ROCK 49668 . . Merle Jones TICKET NO. _______________________________________ INSPECTOR SIGN. _________________________________ LABORATORY TEST DATA AGE TESTED . 1 DAYS 7 DAYS DAYS 28 J DAYS DAYS SPECIMEN MARKINGS 7786 7787 7788 DATETESTED 9/14/73 10/5/73 HOLD AREA—SQ. IN. 28.28 28.28. ULTIMATELOAD—LBS. 51000 .85000 UNIT STRESS—PSI. . 180O 3010 (1 SPECIFIED STRENGTH: AT28DAYS 3000 SPECIAL INFORMATION: ADDITIONAL DISTRIBUTION: RESPECTFULLY SUBMITTED BY . ENGINEER ( ( PROFESSIONAL REGISTERED INSPECTIONS, INC. \ ) INSPECTIONS o TESTING • ENGINEERING i PR j,i 7895 CONVOY CO NJE€ frF W11E D (714) 282-0660 TEST REPORT -COPIES TO: ~zv 12 913 JOB NO 1395 Orleans East Condominiums JOB crr( OF CARLSBPD rtme1t 2632 Piringos Way, Carlsbad Building Depa ADDRESS PHONE 5 OWNER Sullivan Enterprises CONTRACTOR Sullivan Enterprises S CLIENT - LI ENGINEER Burkett Engineers LI ARCHITECT Bill Slatton LII BLDG. AUTH Carlsbad - 5 INSPECTOR Joe Brindle PERMIT NO. 73-1300 PLAN FILE #_ FIELD SAMPLE OF: Concrete LOCATION OF SPECIMEN IN JOB OR STRUCTURE Columns Spandrel 2-H thru 9-H and 2-G thru 9-G Joe MIX NO. W-6 1/2-I-P SPECIMEN MADE BY: 6.5 sk. . . 14 1 /2" PROPORTIONS SLUMP ADMIXTURE DATE MADE _ 8/31/73 TYPE OF CEMENT DATE RECEIVED AT LAB SOURCE OF ROCK 149536 Joe Brindle TICKET NO. INSPECTOR SIGN. LABORATORY TEST DATA AGE TESTED DAYS 7 DAYS DAYS 28 DAYS DAYS SPECIMEN MARKINGS 7713 . 77114 7715 DATE TESTED 9/7/73 9/28/73 HOLD AREA—SO. IN. 28.28 ULTIMATE LOAD—LBS. 53000 UNIT STRESS—PSI. 1870 SPECIFIED STRENGTH: AT 28 DAYS j000 SPECIAL INFORMATION: ADDITIONAL DISTRIBUTION: . . RESPECTFULLY SUBMITTED BY (2h/td £r.8.UCL.iB.A. ENGINEER CO NC. SUPPLIER Wiley Brothers AC .... PROFESSIONAL REGISTEREO INSPECTIONS, INC. H INSPECTIONS • TESTING • ENGINEERING 7895 CONVOY COURT, SAN DIEGO, CA 92111 (714) 292-0660 TEST REPORT -COPIES TO: jos NO. 1395 JOB Orleans East Condominiums . ADDRESS_________________________________________________ 2632 Piringos Way, Carlsbad PHONE S OWNER Sullivan Enterprises El CON Sullivan Enterprises It CLIENT S ENGINEER Burkett Engineers ARCHITECT Bill S.latton OBLOG. AUTH Carlsbad []INSPECTOR Joe Brindle . PERMIT NO. 73-1300 PLAN FILE#_ FIELD SAMPLE OF: Concrete LOCATION OF SPECIMEN IN JOB OR STRUCTURE Columns Spandrel H thru 9-H and 2-G thru 9-13 '-p W-6 1/2-1-P MIX NO. SPECIMEN MADE BY: PROPORTIONS 6.5 sk.0 S 4 1/2" SLUMP _____________ M ADMIXTURE DATE MADE 8/3 1/7 3 _________ __________ çec TYPE OF CEMENT DATE RECEIVED AT LAB. It NAWTO Wiley Broth; CONC.SUPPLIER SOURCE OF ROCK -- 49536 Joe Brindle TICKET NO. INSPECTOR SIGN. LABORATORY TEST DATA AGE TESTED DAYS 7 DAYS DAYS 28 DAYS DAYS SPECIMEN MARKINGS 7713 7714 7715 DATE TESTED 9/7/73 9/28/73 HOLD AREA-SO. IN. 28.28 28.28 ULTIMATE LOAD-LBS. 53000 .8500 UNIT STRESS-PSI. 1870 SPECIFIED STRENGTH: AT28DAYS S 3000 SPECIAL INFORMATION:_ ADDITIONAL DISTRIBUTION: RESPECTFULLY SUBMITTED BY T.p1IrT1IpL ENGINEER Joe W-6-1 Thomas SPECIMEN MADE BY: - SLUMP 4 1/2" DATE MADE 8/24/73 MIX NO. PROPORTIONS ADMIXTURE - 6 sk. PROFESSIONAL REGISTERED INSPECTIONS, INC. INSPECTIONS • TESTING • ENGINEERING 7895 CONVOY *RE fl (7141292-0660 TEST REPORT —COPIESTO: nrr 25 1q73 JOB NO. 1395 dominiums Orleans East Con JOB . CITY OF CARLSBAD ADDRESS 2630 Pirineos Building Department PHONE El OWNER Sullivan Enterprises El CONTRACTOR rICLIENT El ENGINEER Burkett Engineers LIARCHITECT Slatton . - EI BLDG. AUTH. Carlsbad INSPECTOR Duel. Thomas PERMIT NO. 731300 PLAN FILE it FIELD SAMPLE OF: Concrete LOCATION OF SPECIMEN Footings and tie beams, Building .1, Line D. IN JOB OR STRUCTURE TYPE OF CEMENT DATE RECEIVED AT LAB._ CONC. SUPPLIER ___ Wiley Brothers SOURCE OF ROCK Vista 49357 Duel Thomas TICKET NO. . INSPECTOR SIGN. _________________________________ LABORATORY TEST DATA AGE TESTED DAYS 7 DAYS J DAYS 28 J DAYS DAYS SPECIMEN MARKINGS 7638 7639 7640 DATE TESTED 8/31/73 9/21/73 HOLD 10/2: AREA-SQ. IN. 28.28 28.28 28.28 ULTIMATE LOAD-LBS. 53000 78000 85500 UNIT STRESS-PS?. . 1870 . 27600 U ' 3020 (14 SPECIFIED STRENGTH: AT28DAYS . 3000 SPECIAL INFORMATION: ADDITIONAL DISTRIBUTION: I RESPECTFULLY SUBM TIED BY _ JR4G410P1 ENGINEER 1'! p PROFESSIONAL REGISTERED INSPECTIONS, INC. H INSPECTIONS 9 TESTING • ENGINEERING 7895 CONVOY COURT. SAN DIEGO, CA 92111 (714) 292-0660 TEST REPORT -COPIES TO: JONO. 1395 JOB Orleans East Condominiums ADDRESS 2630 Pirineos PHONE El OWNER Sullivan Eterprises ElCONTRACTOR D.. El CLIENT El ARCHITECT Slatton F-1 INSPECTOR -- Duel Thomas __ FIELD SAMPLE OF: Concrete LOCATION OF SPECIMEN Foot gc,p? tie'&s , Building], Line IN JOB OR STRUCTURE SPECIMEN MADE BY: Thomas OV PROPORTIONS 6 sk. SLUMP 1/21 0 11 Of Ltf j) DATE MADE DATE RECEIVED AT LAB. Wiley Brothers Vista CONC. SUPPLIER _________________________________ SOURCE OF ROCK 49357 Duel Thomas TICKET NO. _______________________________________ INSPECTOR SIGN. _________________________________ LABORATORY TEST DATA AGE TESTED DAYS 7 DAYS DAYS 28 DAYS DAYS SPECIMEN MARKINGS . 7638 . 7639 7640 DATETESTED . . 8/31/73 9/21/73 HOLD AREA-SQ. IN. 28.28 ULTIMATE LOAD-LBS. . 53000 UNIT STRESS-PSI. 1870 SPECIFIED STRENGTH: AT 28 DA VS . 3000 SPECIAL INFORMATION:_ ADDITIONAL DISTRIBUTION: RESPECTFULLY SUBM TTED BY ~Nj~~ flUCT-I& ENGINEER Li ENGINEER UUIr'.LL LJIjIIII LI BLDG. AUTH. Carlsbad PERMIT NO. 73-1300 PLAN FILE # MIX NO W-6-1 ADMIXTURE TYPE OF CEMENT R91 PROFESSIcIL REGISTERED INSPECTIONS, INC. S INSPECTIONS • TESTING • ENGINEERING fV 7895 CONVOY COURT. SAN DIEGO, CA 92111 (714) 292-0660 TEST REPORT -COPIES TO: JOB NO. 1395 JOB Orleans East Condominiums ADDRESS 2630 Pirineos PHONE 12 OWNER Sul I ivan Enterprises LJCONTRACTOR LI CLIENT . LI ENGINEER Burkett Engineers I1 ARCHITECT Slatton LJ BLDG. AUTH. Carlsbad LI INSPECTOR Duel Thomas PERMIT NO. 73-1300 PLAN FILE# FIELD SAMPLE OF: Concrete LOCATION OF SPECIMEN . Footings and tie beams, Building 1, Line D IN JOB OR STRUCTURE MIX NO. w-6-1 SPECIMEN MADE BY: Thomas PROPORTIONS 6 sk. . SLUMP 4 1/2" -- ADMIXTURE DATE MADE 8/24/73 TYPE OF CEMENT DATE RECEIVED AT LAB.......... CONC. SUPPLIER Wiley Brothers ml en tsr tsr nests ,. Vista 49357 . Duel Thomas TICKET NO.— _______________________________ INSPECTOR SIGN. LABORATORY TEST DATA AGE TESTED DAYS 7 DAYS DAYS 28 J DAYS DAYS SPECIMEN MARKINGS 7638 7639 7640 DATE TESTED 8/31/73 . 9/21/73 HOLD 10/2 AREA—SO. IN. 28.28 28.28 ULTIMATE LOAD—LBS. . 53000 78000 UNIT STRESS—PSI. 1870 . 2760e SPECIFIED STRENGTH: AT28DAYS . 3000 [ SPECIAL INFORMATION: ADDITIONAL DISTRIBUTION: RESPECTFULLY SUBMITTED BYflI4JOO/ IRUCTUPnM ENGINEER C, .... F PROFESSIONAL REGISTERED INSPECTIONS, INC. INSPECTIONS • TESTING• ENGINEERING 7895 CONVOY COURT, SAN DIEGO, CA 92111 (714) 292-0660 TEST REPORT -COPIESTO: JOB NO. 1395 JOB Orleans East . ADDRESS 2624 Piringos Way, Carlsbad PHONE Li OWNER Sullivan Enterprises CONTRACTOR Sullivan Enterprises Li CLIENT Li ENGINEER Burkett Engineers t:ii ARCHITECT Bill Slatton Li BLDG. AUTH. Carlsbad El INSPECTOR Merle V. Jones PERMIT NO. 73-1300 . PLAN FILE # FIELD SAMPLE OF: Concrete . LOCATION OF SPECIMEN IN JOB OR STRUCTURE Preliminary - East Footings MIXNO W-5 1/2-1-P PROPORTIONS 7 yards 5 1/2 sk. ADMIXTURE TYPE OF CEMENT Wiley Brothers CONC. SUPPLIER SPECIMEN MADE BY: 1 €14 ILIL J.- SLUMP 411 DATE MADE 8/17/73 CPLSB PD DATE RECEIVED AT LAB. CD O peartTe\t SOURCE OF ROCK 49202 Truck #24 Merle V. Jones TICKET NO. INSPECTOR SIGN. _________________________________ LABORATORY TEST DATA AG.E.TESTED DAYS 7 DAYS DAYS 28 DAYS . DAYS SPECIMEN MARKINGS . 7568 7569 7570 DATE TESTED 8/24/73 9/14/73 HOLD AREA—SO. IN. 28.28 28.28 28.28 ULTIMATE LOAD—LBS. . 50500 .74000 \79000 UNIT STRESS—PSI. . 1780 . 2620 2790 C SPECIFIED STRENGTH: AT28DAYS . 3000 SPECIAL INFORMATION: ADDITIONAL çISTII8UTION: . RESPECTFULLY SUBMITTED I . BY ENGINEER PROFESSIOtAL REGISTERED INSPECTIONS, INC. C H INSPECTIONS • TESTING* ENGINEERING I 7895 C0NV0(0ET€tEIc?\E11D (714) 292-0660 TEST REPORT —COPIESTO: AUG 10 1973 JOB Na 1395 Orleans East JOB CITY OF CARLSBAD 2632 Piringos Way,' Department ADDRESS PHONE LI OWNER Sullivan Enterprises LICONT RAC TOR Sullivan Enterprises LI CLIENT [1 ENGINEER Burkett Engineers LI ARCHITECT Bill Slatton LII BLDG AUTH. Carlsbad LI INSPECTOR Norm Hartell ' PERMIT NO. 73-1300 PLAN FILE# FIELD SAMPLE OF: Concrete #1-2-3 LOCATION OF SPECIMEN IN JOB OR STRUCTURE Column Footings - Building 1 MIX NO. W- 6-1 SPECIMEN MADE BY: Hartell PROPORTIONS 6,0 sk. Pump Mix SLUMP Li 1/2" ADMIXTURE None DATE MADE 2 August 1973 TYPE OF CEMENT Riverside If DATE RECEIVED AT LAB:___________________________ CONC.SUPPLIER Wiley Brothers Vista SOURCE OFROCK Wiley Brothers TICKET NO. 48819 INSPECTOR SIGN. Norm Hartell LABORATORY TEST DATA AGE TESTED DAYS 7 DAYS DAYS 28 DAYS ' DAYS SPECIMEN MARKINGS 7140 7441 744 DATE TESTED 8/9/73 /30/73 ' HOLD AREA—SQ. IN. 28.28 ULTIMATE LOAD—LBS. 55000 UNIT STRESS—PSI. 140 SPECIFIED STRENGTH: A128 DAYS ' 3000 SPECIAL INFORMATION: ADDITIONAL DISTRIBUTION: UBMITTED RESPECTFULL ) EER BY _____ 7895 Convoy Court PROFESSIONAL REGISTERED INSPECTIONS, INC. Calif. 92111 Phone 292-0660 INSPECTORS WEEKLY REPORT 2-IN 0. *EEA FOR ZZ ENONG ON . 74 F COVERING WORK PERFORMED wI-4ICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF J REINFORCED CONCRETE I PRE .STRESSED CONCRETE fl REINFORCED MASONRY fl STRiCT. 15TF1 ASSEVBLY GLUE-L AM. fl REINFORCED (YPSHM OTHER PILE flRIVIN( FABRICATION joL5 \AkL\ ) BOLOI'40 PEPMT NUMBER 73 .i3c PLAN LE NUMOER '... _-r3R jEC .AME Ei ARC. TEC r TO TYPE. GRADE ETC.1I0E5GN c. c— STRENGT.41 3oo SOURCE OR MGR. E GINEER PjJQYTT CESCD8E MATL.Mfl DESI GN RE-RAP GRADE A MFG R EL.O-OO ETC.' 75 ( ) GENERAL CONTRACTOR 50LjL Etz C ONTR. 0ONG PEPORTEOWORA (N LJP) LAP 1, LAB. RECEIVING A TESTING CONSTR. MATL. SAMPLES INSPN. DATE LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN. WORK REJECTED. JOB PROBLEMS. PROGRESS. INCLUDES INFORMATION, ABOUT - AMOUNTS OFMATERIAL PLACED OR WORK PERFORMED NUMBER TYPE OF TEST SAMPLES TAKEN:. STRUCT. CONNECTIONS IWELOSMADE .. T. BOLTS TCRQUEO1 CHECKED; ETC. REMARKS. ETC. A IDENT. M05 22Ji4 . J574FZa.O R&NFCJII.JS 5TE_ /iIJt2 YARVIS OF Cow CIZTE AT Ft S T P-o E €a - C. -r 'vi, Vt.A1ap 7 Ric 17,15111-7z 3 3r oc 3 CO SI-PLE.. 2B174 CMLSBP¼D crrt o Pam%t tiUdg De CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED All OF THE ABOVE REPORTED WORK. UNLESS OTHERWISE NOTED, I HAVE FOUND THIS WORX TO COMPLY WITH THE APPROVED PLANS, SPECIFICATIONS, AND APPLICABLE SECTIONS OF THE GOVERNING BUILDING LAWS. A, X AA, 9 / 2-a /74- C.. t CCT EO°' REGIS 7895 Convoy Court San Diego. Calif. 92111 PROFESSWNAL REGISTERED INSPECTIONS, INC. Phone 292.0660 IN5PFCTO5 WEEKLY REPORT I .ç NO. /-, 9,.J co wEts ENDING ON 19 r COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF REINFORCED CONCRETE El PRE.STRESSFO CONCRETE REINFORCED MASONRY fl STRIICT. STEIL ASSEMBLY GLUE-LAM. FABRICATION u REINFORCED .,YPSIM OTHER fl PILE 1PIvINf JOB ADDRESS .... 12612 Vt 1 AYAO BUILDING PERMIT NUMBER 7300 PLAN FILE NUMBER OWNER OR PRO.IECT NAME ARCI.IITECT CON TR.M&'L. TVDE.GRAOE ETC. C .c SIGN SPENGTR 1 DE 1' 30cC SOURCE OPMFGP. 1 JI N IN T E EEP CESCRBE MAYL MIA DESIGN RE.B&P GRADE & MFCP. WELD.ROO. ETC.) GENERAL CONTRACTOR LAB. RECEIVINC. A T ESTING CONSTR. MATL. SAMPLES R.L lu 4L INSP'Pl. DATE LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN. WORK REJECTED. JOB PROBLEMS, PROGRESS. REMARKS, ETC. INCLUDES INFORMATION ABOUT - AMOUNTS OFMATERIAL PLACED OR ROB.' PERFORMED1 NUMBER TYPE. A IDENT. N05. OF TEST SAMPLES TAKEN: STRUCT. CONNECTIONS WELDS MADE N T. BOLTS TORQUEDI C'-.ECNEO; ETC. ;cJ/z6/7 101PEC70 PL.*-t€s.r c 90 OF Cow co,,z o Fir, sr kco9 l7c- . 5r 0 ) CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED All OF THE ABOVE REPORTED WORK. UNLESS OTHERWISE NOTED, I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS, SPECIFICATIONS, AND APPLICABLE SECTIONS OF THE GOVERNING BUILDING LAWS. E ATE =F RFQR REGISTF'R NUMBER 7895 Convoy Court PROFESSIONAL REGPfERED OSPECTOOS San Diego. Calif. 92111 Phone 292-0660 INSPECTORS WEEKLY REPORT FNO- 1395 FOR WEEK ENO INGON 5 October 1973 COVERING WORK PERFORMED 5 WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF RE INFClRCED CONCRETE fl PRE.STRESSFD CONCRETE REINFORCED MASONRY STRI!CT. STIFI ASSEVAIY 0 GLUE .LN4. FABRICATION fl REINFORCED C.YPSIIM OTHER PILE DR IVlN( JCS A'CRESS 2632 Pirineos Way BUILDING PERMIT NU4BER 73-1300 PLAN FILE NUMBER O'.NEROR PRO.IECT NAM E Orleans East Condominiums ARCHITECT Bill Slatton C3.SRAL. 1'TPE. GRADE E TC.I P.C. Concrete DESIGN STRENGTH J 4000 SOURCE OR FGR Wiley ENGINEER Burkett Engineers E5CRBE .AT'L DESIGN RE-BAP GRACE & ,4FGR WELD.POO ErC.I GENERAL CONTRACTOR Sullivan Enterprises S CON TN. DONG REPORVEOWORK Mix Design: W-7.5-1P LAB. RECEIVING & TESTING CONSTR. MATL. SAMPLES Professional Registered Inspections,Inc. INSPN. DATE LOCATIONS OF WORK INSPECTEO, TEST SAMPLES TAKEN. WORK REJECTED, JOB PROBLEMS. PROGRESS. REMARKS, ETC. INCLUDESINFORATION ABOUT - AMOUNTSOF..4ATERIAL PLACEDOR WORV PERFORMEr.1 NIIMAER TYPE & IDENT. N05. OF TEST SAMPLES TA...EN STRUCT. CONNECTIONS IWELDSMAOE T. BOLTS TOROIJEOI C.-IECKEO; ETC. 10/1 Inspected reinforcing mesh and bar for west half of 1st floor slab. 10/5 Inspected placing concrete topping on spancrete planks on west half of slab. Made 3 test samples #10-5-A-B-C. RECEIVED TO1973 our CITY OF CARLSBAD Bufldng uepartment CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED All OF THE ABOVE REPORTED WORK. UNLESS OTHERWISE NOTED. I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS, SPECIFICATIONS, AND APPLICABLE SECTIONS OF THE GOVERNING BUILDING LAWS. 10/5/73 72 ATE - I.rc'' REGISR NUMBER 1iiJ7 I REGNSTCRED I pECr s WrtELY. REPORT 322007 0J THERN CALIFORNIA TESTING LABORATORY RIVERDALE ST., I'. o. Box 20627 DIEGO, CALIF 92120 - PHONE 260-4321 TENDiNG o" 1 )-TJ....... COVERING WORK PERFOPME.D 0 REiNFORCED CCRETE STRUCT. STEEL ASSEMBLY • GLUE.. LAM. FABRICATION WHICH REQUIRED APPROVAL BY 0 PRE. STRESSED CONCRETE REINFORCED GYPSUM 0 OTHER THE SPECIAL INSPECTOR OF 0 REINFORCED MASONRY 0 PILE DRIVING - ............................ Job ADDRESS . CUILOING PERMIT KUMER PLAN FILE NUMOE _Cost p 2-1519 _._7 OWNERORPRO.)EC1 NAME ARCHITECT . . McCorni.jck/Yay CONSTR. MATL. (TYPr., GJZADE. ETC.) DIGH STRENGTH SOURCE OR MFGR. ENGINEER IniL&Ja..giiex._Tn DE$CNIuE '.IATL. MIX DZSIGN. RC.Pe,S GRADE 6 MFGR.. WELD,ROO ETC.) GENERAL CONTRACTOR Steel AS.T.M. A-36 WnOfl5±- CONTR. DOING REPORTEDWORK Electrodes E 7018 LHi. Larsen's Steel LAB. RECEIVING 6 TESTING coNsrR. l..4AT'L. 5AMPL ES .'p4 LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOBPROBLEMS, PROGRESS, REMARKS, ETC. DATE INCLUDES INFORMATION ABOUT - AMOUN TS OF MATERIAL PLACED OR WORK PERFORMED; NUMBER. TYPE. 6 IDEN T. NOS. OF TEST SAMPLES TAKEN; STFIUCT. CONNECTIONS (WELDS MADE. N. T. BOLTS TORQUED) CHECKED; ETC. 10--i Continuation of welding inspection on north stpir Unit "L iorkft. -. on alignment of steel frame and supporting brackets of landings on L. level 1-2--3. . 10-2 .,Qtjfluat ± opfwejçiJng ins e.thj& d upp.ox±... - brackets a _top iandinq on North Stairs Unit l. The remainder of -- day was spent in misc, pick-up p all stairs. 1-3- Cont'esc. Welding inspection completed. tod . Welders: Norman Watson .IOU bly--j Nobel Kahumoko . . OF ding pep6rtflht - CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE A&OVE REPORTED WORK, UNLESS OTHERWISE NOTED, I HAVE EOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS, SPECiTICA1IOtJS, AND APPLICABLE SECTIONS OF THE GOVERNING 8UILOING LAVS. s.. A UBEOF BECIST EflD INSPEC RFVIE1'TD BY- C 'TttURLEY cM=.i2L 7895 Convoy Court lif. 92111 PROFESSI ONAL REGRED INSPECTION S, Phone 292-0560 INSPECTORS WEEKLY REPORT 1395 21 September 1973 NOING ON F COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF RE INFORCED CONCRETE PRE .STRESSED CONCRETE fl REINFORCED MASONRY J STRICT. STFFL ASSEMALY 0 GLUE .LAM. FABRICATION fl REINFORCED C,yP9I.4 fl OTI-ifA PILE ORIVINI' ICR AC'ClRESS 2632 Pirincos, Carlsbad BUILDING PERMIT NUMBER 73-1300 P1..AN FILE NUMBER O*IEROR PROJECT NAME Orleans East (Sullivan Enterprises) ARCRITECT Bill Slatton CCNSTR MA'L. TYPE. GRACE ETC.' P. C. Concrete DESIGN S ENGT"I 3000 I SOURCE OR MrGR. Wiley ENGINEER Burkett Engineers DESCRIBE MATLMI 5:GN RE.BAP GRADE & ¼4FGR. IELO.ROO ETC.I Mix Design: w-6.5-1 . GENERAL CONTRACTOR Sullivan Enterprises CON TB. DONC REPOR'EDWIDR'( FPro LAB.RECEIVING S TESTING CONSTR. MATL, SAMPLES fessional Registered Inspections,nc. ,NsPN. DATE LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN. WORK REJECTED. JOB PROBLEMS. PROGRESS. REMARKS. ETC. INCLUDES INFORMATION ABOUT - AMOUNTS OF MATERIAL PLACED OR wOR, PERFORMED1 NUMBER TyPE b DENT. NO3. OF TEST SAMPLES TAKEN: STRUCT. CONNECTIONS (WELDS MADE -. T. BOLTS TORQUED) C.ECKED ETC. 9/20 Inspected placing concrete in spandrel beams on line 14, columns in section east of line 11, and footing at inside corner sta.iway. Made 3 test cylinders #9-20-A-B-C. S ) CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED All OF THE ABOVE REPORTED .VORK. UNLESS OTHERWISE NOTED. I HAVE FOUND THIS WORK TO A RI 'f COMPLY WITH THE APPROVED PNS, SPECIFICATIONS, AND APPLICABLE RrD,.c1F SECTIONS OF THE GOVERNING BUILDING LAWS. — C., — 2 ''F REC.ISTFR NUMBER - 5 Convoy Court PROFESSIONAL RESTE Am IN,SPECTUS, San NS, WEEKLY REPORT #1395 jo. E FOR WEEK NDING ON 7 September ig 73 COVE RING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR. OF RE INFORCED CONCRETE fl PRE. STRESSED CONCRETE 0 REINFORCED MASONRY STP&CT. STi II ASFVRL y 0 GLUE - LAM. FAOR ICAT i ON fl REINFORCED ryPç'.. OTHER PILE DRIVIN( JOE' ArnREss - 2632 Pirineos, Carlsbad, California BUIL DING PERMIT NUMBER 73-1300 PLAN FILE NLBEP .'NEROR RBO.IECT E Orleans East (Sullivan Enterprises) ARCHITECT Bill Slatton TE. O&OE ETC.' P.C. Concrete DESIGN STRENCr,-I 3000 SOURCE OR MGR. Wiley ENGINEER Burkett Engineers OESCR'BE ATi'.I SIGN RE-BAR GRACE & LI.FGR. .ELC.ROO ETC.' GENERAL CONTRACTOR Sullivan Enterprises CONTR. DOING REOORILOWORK H Mix Design: \I-6-1 and W-6.5--1 LAB. RECEIVINC. A TESTING CONSTR. MATL. SAMPLES Professional Registered Inspections,Inc. INSP'N. DATE LOCATIONS QE WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED. JOB PROBLEMS. PROGRESS. REMARKS, ETC. INCLUDES I OBMATION ABOUT - AMOUNTS OF MATERIAL PLACED OR WORKPCBFORME[) NUMBER TyPE A DENT. NO. O TEST S MLES TAKEN: STRUCT. CONNECTIONS IWELDSMADE LI T. BOLTS TOROULDI C-.ECKEO ETC. 9/7 Inspected placing concrete in grade beams at southeast entrance and at southwest entrance. (Mix design W-6-1). Placed concrete in spandrel] beams line "J", detail "f"/S6 from line 6 to 13. Made 3 test cylinders #9-7-A-B-C. RECEIVED 1 2 CiTY OF CARLSBAD Department Bunding CERTIFICATION OF COMPLIANCE HEREBY CERTIFY THAT I HAVE INSPECTED ALL.OF THE ABOVE REPORTED WORK. UNtESS OTHERWISE NOTED, I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS, SPECIFICATIONS, AND APPLICABLE SECTIONS OF THE GOVERNING BUILDING LAWS. 9/7/73 72 CI' I TORI PF.G,SIFR NUMBER 7895 Convoy cdurt PROFESSI ONA L REGIMERED INSPECTIONSje. Phone 292-0660 San Diego. Calif. 92111 INSPECTORS WEEKLY REPORT ., /4'w5. f'.'I J . FOR WEEK ENOINGON COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF REINFORCED CONCRETE fl PRE. STRESSED CONCRETE fl REINFORCED MASONRY J STRUCT. STEEL ASSEMBLY fl GLUE-LAM. FABRICATION Li REINFORCED GYPSUM Li OTHER PILE DRIVING JOB ADDRESS Z632 Pjc \JkX'\ L C0-1 BUILDING PERMIT NUMBER J~E 7•-3cc NUMBER OWNER OR PROJECT NAME Os Eis CooMu ARCHITECT Ott-"L2ro CONSTR. MATL. TYPE. GRACE. ETC.) P: C ..C.. DESIGN STRENGIN I QOO SOURCE OR MFGR. I VJ1L.Lj ENGINEER Bull I(E-1-T DESCRIBE MAT'IJ. MIX DESIGN, R E-BAR GRADE A MFGR.. WELO.RI3O. ETC.) p GENERAL CONTRACTOR CONTR. DOING REPORTEDWORK LAB. RECEIVING & TESTING CONSTR, MATL. SAMPLES INSPN DATE LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. INCLUDES INFORMATION ABOUT - AMOUNTS OF MATERIAL PLACED OR WORK PERFORMED, NUMBER. TYPE. & IDENr. NO'S. OF TEST SAMPLES TAKEN; STRUCT. CONNECTIONS (WELDS MADE. H.T. BOLTS TORQUED) CHECKED; ETC. Pu.c.c CcIEJcQ i,.,j CoJLtjc 2/N TQu 9/k p 2/Ct lwzu J— 2/3. 3/4 4/ S/ sO 23 '/ ;—/-t: 74 5.-c i4 i4M L's • wl 4 ' kJ2c1c1 1s 2'4" i-ro To o Ec CoL0E_,. RECEIVED 51973 EP . CiTY OF CARLSBAD Building Department PS' It CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED, I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS, SPECIFICATIONS, AND APPLICABLE SECTIONS OF THE GOVERNING BUILDING LAWS. * (t SIOATUREO REGISTERED iUYi 1973 DATE OF REPORT REGISTER NUMBER 7895 Convoy Court PROFESSIONAL RES ED INSPECTIONS .; San Diego. Ca Phone 292-0660 itf.92111 INSPECTORS WEEKLY REPORT 1395 F T ENOING ON 7 August 1973 I COVERING WORK PERFORMED wHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF REINFORCED CONCTE PP. STRESSED co.:ETE REINFORCED MASDRY fl STVCT. 5TEFt ASSEVAL ' GLUE. LAM. FABRICATI ON REINFORCED (.YPSHM OTHER PILE PRIIN( iCR A DRESS 2632 Piringos Way, Carlsbad BUILDING PER. . IT NUMBER 73-1300 PLAN FILL NUMBER O*NEPOR RRO.IECT NAME Orleans East ARCI-IlTECT Bill Slatton CZSTR.MATL. TIRE. GR&OE ETC.. DESIGN STPENGT-I SOURCE ORMGP. ENGINEER Burkett Engineers cEsCReE MATL Mifl SIGN RE-BAR GRADE &MFGR. WELO.ROD ETC.' GENERAL CONTRACTOR Sullivan Enterprises CONTR. DOING RE2ORLDWORA - LAB. RECEIVING S TESTING CONSTR. MATL. SAMPLES Professional Registered Inspections,Inc. INsPN. DATE LOCATIONS OF WORK INSPECTED, TEST SAMPLES TA.EN. WORK REJECTED. JOB PROBLEMS. PROGRESS. REMARKS. ETC.. INCLUDES INFQRMA lION ABOUT - AMOUNTS OF MATERiAL PLACED OR WORK DERFORMETI1 NUMBER TPE & DENT. N05. OF TEST SAMPLES iAIENI STRUCT. CONNECTIONS WE-OS MADE I.T. BOLTS TOROULDI C..IECkED, ETC. 8/17 Inspected placing concrete in the foil-owing footings: perimeter wall HJfl 8 to 16, wall 16 h1JH to '1 B" a wall RB" 15 - 16. VE D R E C EI 7 AUG 2 crry OF CRLSBA uUgdhiDepartment INSPECTION SUPERVISOR CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED All OF THE ABOVE REPORTED VIORK. UNLESS OTHERWISE NOTED, I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS, SPECIFICATIONS, AND APPLICABLE SECTIONS OF THE GOVERNING- BUILDING LAWS. 8/1 7/73 F Nt .ZT' RE(,ISTFR NUMBER S 7895 Convoy Court PROFESSIONAL REGISTERED INSPECTIONS,, - San Diego. Calif. 92111 INSPECTORS WEEKLY REPORT rç.[ NO. FOR WEEK ENDING ON 19 I COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF REINFORCED CONCRETE PRE-STRESSED CONCRETE 9 REINFORCED MASONRY 0 STRUCT. STEEL ASSEMBLY fl GLUE-LAM. FABRICATION REINFORCED GYPSUM 9 OTHER 9 PILE DRIVING JOB ADDRESS . 23 PI/ sW/,cl BUILDING PERMIT NUMBER PLAN FILE NUMBER OWNEROR PROJECT NAME . ARCHITECT C01STR.MAT'L.IT10E GRE. EIC.I DESIGN STRENGTH SOURCE OR '.IFGR. ENGINEER DESCRIBE MATL. (MI S SIGN. RE.BAR GRADE & MFGR.. WELD.ROO. ETC.) /t— GENERAL CONTRACTOR CONTR. DOING REPORTEDWORK —/IPSY LAB. RECEIVING & TESTING CONSTR. MAT L. SAMPLES INsP'N. DATE LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. INCLUDES INFORMATION ABOUT - AMOUNTS OF MATERIAL PLACED OR WORK PERFORMED, NUMBER. TYPE. S IOENT. NO'S. OF TEST SAMPL ES TAK EN; STRUCT. CONNECTIONS (WELDS MADE. H.T. BOLTS TORQUED) CHECKED; ETC. /5Pci) Pc/ ) W i / '7 ... J 5 3: L / . / o ; sn J J 7 4 4l .1 i-' RECEIVED AU.R 1973 CITY OF CARLSBAD Building Depdrtrrlw'it CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK. UNLESS OTHERWISE NOTED, I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS, SPECIFICATIONS, AND APPLICABLE SECTIONS OF THE GOVERNING BUILDING LAWS. J SIGN AT(IREOF REGISTERED INSPECTOR DATE OF REPORT REGISTER NUMBER 9 NS PROFESS NALREGISTEREDI JE4V It NSPECTIONS EENC R E I NJM. R I 7895 CONVOY COURT. SAN DIEGO, CA 92111 Sp 51973 TEST REPORT -COPIES TO: JOB NO., 1395 (714) 292-0660 L..IJIL JOB Orleans East rtrnent 2632 Piringos Way, Carlsbad ADDRESS PHONE DOWNER Sullivan Enterprises El CONTRACTOR Sullivan Enterprises El CLIENT . El ENGINEER Burkett Engineers El ARCHITECT Bill Slatton LIBLDG.AUTH. Carlsbad El INSPECTOR Norm Hartel 1 PERMIT NO. 731300 PLAN FILE # FIELD SAMPLE OF: Concrete #123 LOCATION OF SPECIMEN IN JOB OR STRUCTURE Column Footings - Building 1 MIX NO. W61 SPECIMEN MADE BY: Hartel 1 PROPORTIONS 6.0 sk. Pump Mix SLUMP 4 1/211 ADMIXTURE None DATE MADE 2 August 1973 TYPE OF CEMENT Riverside 11 DATE RECEIVED AT LAB CONC. SUPPLIER Wiley Brothers Vista SOURCE OFROCK Wiley Brothers TICKET NO. 48819 INSPECTORSIGN. Norm Hartell LABORATORY'TEST DATA AGE TESTED DAYS 7 DAYS DAYS 28 DAYS DAYS SPECIMEN MARKINGS 7440 7441 7442 DATE TESTED . . 8/9/73 . 8/30/73 HOLD AREA—SQ. IN. . 28.28 28.28 ULTIMATE LOAD—LBS. 55000 91500 UNIT STRESS—PSI. 1940 3240 SPECIFIED STRENGTH: AT28DAYS . 3000 SPECIAL INFORMATION:_ ADDITIONAL DISTRIBUTION: RESPECTFULLY UBMITTED ) B.Y 4164 rU2EN!R ERETURN WITH MAKE ALL CORRECTIONS CIRCLED BELOW ON PLANS IN INK &. FLAG FOR )- IDENTIFICATION. Check 'No 13 Pr j c s t O.RDINI\NCE NO. 80!58 -1-- AbOPTING 1970, U.B'.C. PLAN CHECK LI Owner, 1Jh City State — Address .rchit) dc s Er1er Type of Construction ngineer Occupancy classification /- Total Allcwable Fle.r Area S. Ft. Fire Zone No. Stories___________ Basis for Lcrease Floor Area: Occupant Load S S Valuation 1970 Uniform ding Code Plan Checker • Seismic Zone No. ' _ OENEAL C0=!TS: Handicapped Facilities 'required (see attached sheet) Health Department approva'l required. " In the ab.sene of uses specified on f1or plans fer all 2reas, the occupant lead has been Lbaed on cne per ____ square feet. fer the unidentified areas. The validityof this should be e'1red to your satisfaction. S ALLnquira oerrni'f-. _j.,• - 4f-i24 ?f NONSTRUCThP.AL Cc!E;N'TS: Ground elevations should be shown at corners of the building and at changes in '. '.. grouthsjcpe. The ground elevatIons should be taken at the lewest point between the cxtrior'wall and a point 5 feet out or at the property line, if closer. .%'here.thc etcior wall is parallel to and -within 5 feet of a public sidewalk, •ly, or other rubile way, the greund elevations sheuld be the elevation of the : public way. The nunber of stories' In this building cannot be determined until this data is farnl5hsd. The basement (cellar) is considered the first story. See "story" In Section 420. The building area Includes mezzanines and balconies, except for private balconies or prticns thereof projecting beyond the adjaoent exterior wall line. - The total floor area Is lbited to _____ !eutre fet including Increases of peroent for ItTn in Zrs No. 3, percent f ..fgot yards, 'Gc, percent fer ri1t1story : condItIoa and triplir. €TL:g) for sprin:lers. .Szctioas 505 and 506. Unobstructed ya:,ds of -feet sh*uld be aIntained on sides of the building br area purposes. Seotlon 506. -hca' area separation walls should comply with Section 505 Cc). (a) Extend vertically from the f4udatIon. to a point 30 inches above the root except under the fallowing conditions: If the roof Is of at least tw4-hur fire-resistive construction. If for a two-hour area separation wall, the root for 5 feet on each side of the wail is of one-hour fire-resistive construction. (b) Total width at all openings limited to 25 percent of the wall length In the story under consideration. (c) All openings protected with fire assc.blies having a tire-resistive rating of one-and-one-half (three) hours. (d) Ducts through area separation walls should be avoided. If allowed, or (J / tire dampers cia cz.ch side cf the wall are required. Section 3.701, .- U.B.C. Standards. - No through penetrations with elec.,plmbq., etc. allowed Area separations need not extend to the outer edges of horiontal projecting elements such as haJ.conie, (r t r ov(:-h;r') (canopies) (n1ru.ecs) (archi- teetv.r.l poject1cns) it tht wall at the termination of the hepa- ration wall and the prcjeeting e).e,-'rt above are of not lc;s than one-hour tirc-rerist.i'ie t1'cct'ion ior a widLh cqL,i to the depth of the projeetirig elcients with openings In this width protected with trot-fourths-hour fire- resistive a.sernblIos. Sac t.lon %) Show on Floor Plans. -2- Area separation walls at points of a building having different heights.- (a) may extend only 30 inches above the lower root level provided the exterior wall above Is.of one-ho.r fire-resistive construction to a height of 10 feet aboie the ewer roof with openings protected with c-fourths-hour fire-resistive assemblies. (b) may terminate at the lower roof provided the roof is of at least one- ur fire-resistive construction vItut openings for a width of 10 tet.t measured from the wall. Section 505 (c)-1. A -b.u.r fire-resistive-occupancy separation.in conformance with Table No. 5-B and Section 503 is reuired between the following: Horizontal occupancy separatins should be supprted with a structural system having equivalent fire-resistive protection. Section 503 (b). Vertical occupancy separations shc'fld extend through underfloor and attic areas, including areas where tire-resistive ceilings are specified. The building is limited to stories (_ - . feet in height) as a Type structure. Section 537 and Table No. 5-D. TYPE OF CONSTRUCTION •• . Mezzanines should comply with the definition set forth in Section 414. (a) The floor area cannot exceed one-third the floor area of the room in - which it is located. The policy of the term "total floor area in that room" is as follows: . 0 The mezzanine must be open to the area below except for handrails. No rooms directly below the mezzanine floor are allowed except for bathrooms, entry areas and closets. Kitchens havlr.g each common wall at least 50 percent open to the area are allowed. (b) The clear height above and below shall be at least 7 feet. Roof coverings should be fire retardant. Section 1602 (b), 1603 (a) or 1704. Details or specifications complying with Section 3203 (e) are required. Fixed partitions should conform with Section 1705 (a). Details are required. Folding partitions should comply with Section 1705 (b). Building paper should be applied to exterior walls as specified in Section 1707 (a). Enclosures for floor openings should comply with Table No. 17-A and Section 1706. Details should clearly indicate this. Minimum No. 9 gauge wire or the equivalent is required for horizontal reinforcement in anchored veneer in Seismic Zone No. 3. Section 30.10 (a) of U.B.C. Standards. Ties should be anchored to this reinforcement. Exterior veneer more than 20 feet In heIght attached to wood framing is not allowed unless provisions for differential movement are approved by you. Section 3001 (b). . . Anchored veneer over 20 feet in height should be supported with non combustible, corrosion-resistant ledgers at a maximun of 12 feet on center above the 20-foot height. Section 3006 (b). Show Planter Box Details as per Sec. 2517 (c) Rooms In which rubbish (linen) chutes terminate should be separated from the remainder of the bui1dIr. with a one-hour occupancy separation. Section 1706 (c). Note special treatment of chute for shaft protection as it enters the rubbish room. Openings into rubbish and linen chutes should not be located in required exit corridors or stairways. Section t:0C3. Nonabsorbent finish and backing for toilet room floors, walls oftollet compartments, and walls around urinals should conform with Setion 1711 (a). Exterior walls of Type III buildings should be •noncornbUstible construction. Section 2001. A property line should be assumed between court walls to determine wall and opening protection. Section 504 (c). Also see definition of court. Section 404. . . . Exterior (court) walls within feet of property lines should be of -hour construction. Secti_________on 03 (a). Fire-resistive rating of exterior walls should be maintained through attic areas. Section 4304..(c ). Openings in cxtcrior (court) walls within _ feet of property lines Should ho potcctcd with three-fourths-hour f1i0_assemblies. (Section 03 (b). Usable space under the first floor except in Qroup I (J) Occupancies should be enclosed as required in Section 1703. ________ • Fire-reniztlyn conoruction for structural elements In the exterior walls- • • hou).d comply iith Vootnel;e lie. I of Table No. 17-A and Section . • See Section 172 for cisrificatlon -- -3- _______ Combustible materials framed into a fire-resistive wall should have one-hair the required thickness as end protection. Section 4304 (b). Eight-inch concrete block walls should be grouted solid to qualify as a four- hour fire-resistive assembly. Iten'to.30, Table Na. 43-B, including PsotRotes 2 and 7- Heavy timber construction does not qualify as tire-resistive construction nor Is it recegnized in Type V buildings. Table No. 17-A. Parapet a1ls not less than inches in height are required. Section 1709. Bave overhangs and similar architectural pro3ctions should comply with / Section 1710. ha C 6 (1 ) t r 26 Shower stall wails should e fi11 ithd with a hard, nonabsorbent surface to a height W6 feet. Section 1711 (b). Fiberglass or other prefabricated finishes should becovered by a research recc.minendatien or complete justifying data under Section 106 should be submitted. Doers and panels of shower and bathtub enclosure should comply with Section 1711 (c to e). 0 Projections beyond the exterior wall should conform with the least restrictive of the following: A point one-third the distance to the property line from an exterior wall. Section 504 (b). A point one-third the distance from an assumed vertical plane located where fire-resistive prtection of openings is first required due to location of property. Section 504 (b). Envelope ceilings should satisfy the following conditions. Section 4303 (b)-6. !iould not be used to previde fire protection for beam and girders supporting more than one ticz'. Columns should be indlvidcally fire protected. ,- flact and outlet openings are limited to 100 square inches in each 100 square feet of ceiling area and should be protected with approved fire 'dampers. (d) Electrical outlet boxes Should be of steel and not greater than 16 square inches in area. Gypsum board or plaster ce11ngs in conjunction with fire-resistive assemblies should be supportcd at iatrunlc not exceeding 16 inches. Items 22 through 27, Table No. 43-C. Wood Trusses do not Comply. Fire-resistive lightweight concrete fill on wood decks at weather-exposed locations require grater density and strength than for interior conditions. Conformance with research recomcendation conditions is required or justifying data should be submitted under Section 106. Unless specifically allowed by a research recommendation or substantiated with test data under Section 106, special coverings for decks, balconies, patios, etc., cannot replace any part of a fire-resistive assembly In reference to Footnote No. 14, Table No. 43-c. Attention Is directed to Fire-resistive systems invo1vIn wood trusses should comply with applicable research recommendtIons. Conventional fire-resistive systems using wood Joists are not applicable. Reference is made to Item 10, Part II, Research Recommendation No. 1030; one-hour ceiling construction, Fart II, Research Recommendation No. 1352; or Zten C4, Part II, Research Recommendation No. 1602. Note that all Involve double 'gypsum board with resilient channels between. Wood stripping or suspended wood systems for gypsum board ceilings should be not less than 2-Inch nominal thickness. Section 4704 (b). (Section 4703 (b) for wail stripping.) Final partition layouts and details should be submitted prior to Installation to justify compliance with occupancy, fire-resistive, structural and exit requirements. Justifying test data In conformance with Section 106 or an ICB0 research recommendation Is required for Group B B-3 Occupancies should be of one-hour fire-resistive construotlon if located In a basement or above the first story. Section 702 (b). 11-2 Occupancies with an occupant lead of 100 or iiaoro shu1d be in Typos I. II or III eric-hour buildings. The ascmbly room should not be In a basement if it contains this high occupant load. Section 702 (h). The main 6ntrance should front directly upon or have a 20-foot wide access to a public way at icaat 20 feet In wid. Suction 703. Light and ventilation should comply with Section 705. -4- _______ A c-hour ire-sr1stve cy ep.:ti"n is :..u1cd between the boiler or central heating pi.i; ad the rest of the b.ai1ding. Section 708. Exterior ep ir.s 'cr ros c:a1n1 zi b.'le: or oentral heating plant sheuld be pretetsd with thr -f.cth3-eur fire-resistiv asnblies that are fixed, a'en.tie, 'r Sc -c1oing if lcate.d below openings in another stcy or it 1c. th.n 10 feet tro& other tors or windows in the same building. Scctin 708. An apnrved, conspicuously jarked, entide vas shutoff valve is required. - Section 708. S arounc Buildings housing C Occupancies should be of one-hour fire-resistive con- struction throughout. Section 802 (a) an ?able No. 5-01. Use of roons should be clarified. Note that rnens having an occupant load of more than 100 and rcorrz used for kindergarten, first or second grade cannot be located abc'e the first story above grade except in Type I construction. Section 802 (b). A one-hour fire-resistive separation is required between laboratories, shops, storage recrns. These areas should also be separated from other classrooms. Section 802 (b). •• One required exit should front directly upon or have a 20-foot wide access to a public way at least 20 feet In width. Seation 803 (a). Sanitary facilities should be provided in accordance with Section 805. Light and ventilation should comply with Section 805. A cr.e-hur fire-resistive eccupanoy separation Is required between the boiler or central 17eat1g plant and the rest of the building. Section 808. An approved, conspicuously marked, outside gas. shutoff valve is required. Section 808. Open plan educational buildings under Section 810 should comply with other applicable sections. This Includes special requircuents for fire sprinklers in Section 3317 W. D-1 Occupancies should be of Type I or II construction unless complying with the Exception in sectidzr9o2 (b). D-2 (3) Occupanciet shctfld be of onehor fire-resistive construction throughout. Table No. 5C. Light and ventilation should comply with Section 905. A one-hour fire-resistive eccupancy separation is required between the boiler or central heatirZ plant and the rest of the building. Section 908. Exterior openings for roo3 containing a toiler or central heating plant should be pretectad with three -hour fire-resistive assemblies that are fixed, autrnatic, or self-c1o31L'g if located below openings In another story or if less than 10 feet from other doers or windows in the same building. Section 908. An approved, conspicueusly m.ared, outside gas shutoff valve is required. Section 908. -: Group F • . . In order to allow the added story height and/or omission of area sepa- ration valis in the parking areas, the following conditions set forth In Section 1102 (b) should be obser1od. The parking level is of Type I construction. There Is a threehour noncombustible occupancy separation between the parking area and the occupancy above. Structural support for the three-hour floor should have equivalent fire-resistive protection. Eight-inch concrete block walls, where used umdcr this condition, must comply with Table No. 43-B or have all cells grouted. Section 503 (d). (d) Enclosures for floor openings should be of two-hour construction. Openings in the enclosure walls should be protected with labeled S • one-ard-oneh.alf-hour fire assemblies or approved fire dampers. The pi'o°isIbns oSectIon 13.02(b) are applicable to area and stry1imi- tations only. .. S Exiting requirements of Chapter 33 are based on the total number or stories in the building. Wet and dry standpipes are required in four-story buildings. Sections .3804 and 38C,3. Motor vehicle service stations should be of noncombustiblo or one-hour tire-resistive construction. Section 1102 (b). Heavy timber roofs for one-story service staticna arc also allowed. Floors of storage garages should be entirely protected against saturation. Section 1102 (b). 55 ..,Storage preas in excess of 3000 square feet in connootion with wholesale or retail :i3e.s hculd be prated from the public at'e8 by a one-hour tlre.re&It;tive o pacy scparatlon. i'i rs-pr1ik1e.r nay be used to Increase the or waive the separations as set forth in Section 1102 (b). ,.1 Light and ventilation should comply with Section 1105. Mechanical ventila- tion'is required in garages exceeding 5000 square feet. Exhaust ventilation at or near floor level is required by Section 1105. A one-hour fire-resistive occupancy separation is required between a boiler room or central heating plant and the rest of the building. Section 1108. Groups H and I An H Cupancy more than tw stories in height or having more than 3000 square feet above the first floor should be of one-hour fire-resistive construction throughout. Section 1302 (b). The following rooms should have window areas as specified in Section 1305 (a) (140512)), one-half of which is openable. Mechanical ventilating system in baths should provide five air changes per hour directly to the outside. Section 1305 (a). Section 1405 (a). Fan capac1.ty should be specified. Windows from should not be considered as ftrnlanlng required light or ventilation since they do not open to a yard, court, or street in accordance with Section 1305 (a). Section 1405 (a). Courts bounded on four sides with walls should be at least 10 feet in length. For courts more than two stories in height, the required width should be increased by 1 fbot and the required length by 2 feet for each additional story. Section 1306 (c). Habitable rooms in cellars are not allowed. See "habitable room" defini- tion In Section 409. The intent is to prohibit such rooms to be formed with retaining walls. __ room does not have the minimum coiling height required in Section 1307 (a). Section 143.6 (a). room should have a minimum superficial floor area of. square feet. Section 1307 (b). Section 1406 (b). A toilet room should not open directly Into a kitchen. Section 1305 (b). Section 1405 (b). Efficiency dwelling units should comply with Section 1308. A one-hour fire-resistive occupancy seraration is required between a boiler room or central heating plat and the rest of the building. Section 1312. Every dwelling unit and guest room should have comfort heating facilities as specified In Section 1311. (Section 1409) J Occupancies are limited to 1000 (3000) square feet in floor area and one story In height. Section 1502. Exhaust ventilation openings in a garage are required by Section 1504. Garages should not open directly into a room used for sleeping purposes. Section 1504. An approved noncombustible material is required for garage floor surfaces. Section 1504. EXITS: Conforming exits are required from the areas below as specified in Section 3302 (a). Exits should have a minimum separation of one-fifth the perimeter or the room or area served. Section 3302 (c). Note that 'perincter" Is along the outer boundary of the rcom or area ser-;ed. For Irregular shaped buildings or build-ings with inner courts, it has been ths policy to use the perimeter, of a square whose area is equal to that of the actual building,to determine the required minimum separation of exits on this basis the distance between exits should be at least feet. An occupant load sign Is required in the Section 3301 (j). No point in the building should be more than 150 (200) feet from an exterior exit, horizontal exit, enclosed stairway, or exit passageway, measured in the direction of travel. Set1on 3302 (d). Exit doors should swing in the direction of egress. Section 3303 (b). Double acting doors are not allowed where serving a tributary occupant load of more than 100. Section 3303 (U). -6- , Exit doors 'should be openable fro' the inside without the use of a keyp special know).edgc, or effort. Section 3303 (c). Note also that surface mounted flush or surface bolts are prohibited.. Automatic flush bolts are allowed on pair:-,of doors provided the door with the flush bolt has no knobs or surface mounted hardware and the unlatching of any leaf requires only a strigle operation. Exit doors should be a minimum size of 31_0 x 6,1-8" with amlnixnumdoor swing of 90 degrees. Section 3303 (d).. The net dimension (clear width) at doorways should be used In determining exit widths required by Section 3302 (b). Section 3303 (d). In consideration of door thicknesses, panic hardware, door swing, etc., the required exit widths have not been furnished. See door A floor or landing not more than 2 Inches below the threshold is required on each side of an exit door. Section 3303 (h). (I Occupancies excepted.) Doors should not'projeet more than 7 inches Into the required corridor width when fully opened or more than one-half into the required corridor width when In any position. Section 3304 (d). Revolving (sliding) (overhead) doors are riot permitted as exit doors. Section 3303 (f). Exit doors should provide immediate access to an approved means of egress. Section 3303 (g). Exiting through another room does not -comply unless the room compiles as an accessory area In compliance with Section 3302 (e).. A landing or floor that is level or not more than 2' inches lower than the threshold is required on each side of an exit door. Section' 3304 (h). Supplementary doors for egress purposes should also comply with all provisions of Chapter 33. Section 3303 (3). Corridors should have a minimum width of 44 inches. Section 3304 '(b). Corridors serving nonambulatory persons should have an 8-foot minimum width. Section 3318 W. Dead end corridors are limited to 20 feet. Section 3304 (L). Walls and ceilings of corridors should be of one-hour fire-resistive construction. Section 3304 (g). An architectural section through the corridor is necessary to determine how this is accomplished. See the enclosed sheet of recommended details'. Exterior exit balconies cannot project into an area where protected openings are required. O"tDsr'd/NCE ?off.S Sac- i Interior openings into oorrldcrs should be protected as set forth in Section 3304 (h). Twenty-minute rating for door assemblies requires Compliance with a specific research recommendation or a labeled fire assemb.iy. The latter would result In a 45-minute rating since it is the minimum presently labeled. Stairway ' should have a minimum width of ___inches. Trim and handrails should not project mere than 3-1/_~inches Into the required width. Section 3305 (b). Risers on stairways should not exceed 7-1/2 inches and runs should not be less than 10 inches. Section 3305 (c). Landings on stairways should have a dimension in the direction of travel equal to the width of the stairway but need not exceed 4 feet. Section 3305 (f). Basement portion of stairways should have an approved barrier where continuous to upper floors in an exit enclosure. Section 3305 (g). Vertical distances between stairway landings are limited to 12 feet. Section 3305 (h). Handrails should be placed not less than 30 inches nor more than 34 inches above the tread. Section 3305 (i). Two handrails are required where stairways exceed 44 inches in width. (No handrails if less than four risers.) Guardrails for stairs, balconies, and landings should conform with Sec- tion 1714. Note that maximum clearance between intermediate rails is 9 inches and rail height should be 42 inches. Openings in exterior walls within 10 feet of exterior stairways should be protected vith self-closing three-fourths-hour Lire-resistive assemblies. Section 3305 (k). Enclosed usable space under interior stairways should be protected on the enclosed side as required for'cne-hour fire-resistive construction. Section 3305 M. - Noncombustible exterior stairs are required. Section 5305 W. - Exterior stairs should not project Into an area (yards or courts) where wall openings must be protected. Section 3305 (m). All required interior stairways which extend to the top floor in any four or more stories In height shall have provided at the highest of the stair shaft an approved hatch openable to the exterior not .pointless than 16 square feet in area with a minimum dimension of 2 foot. Section 3305 W. - One stairway should extend to the roof. Section 3305 (n). It must be in a smokeproof enclosure In buildings over 75 toot above the highest grnde. Section 3309 (,). -I- _______ Six-feot 6-1nch ninir'i.x bedroem c)earnee for stairways should be indicated on plans. Section 3365 (v'. •Uote that this is from a plane' tangent to the stairway tread. nosings. Ramp slopes should not exceed one root in feet. Section 3306(c)(d). Surface of ramps should be roughened or of a'nonslip material. Section 3306 (r). - Stairways should be enclosed as specified in Section 3308. One (two)-hour fire-resistive walib are required. Only exit doors are allowed to open into exit enclosures. Doors 'shcul'd be labeled 'one (one-and-one-half)-hour fire assemblies With additional requirement of ruxirzum 4500F. temperature rise above ambient after 30 minutes of fire test. Exit enclosures should include a corridor on the ground floor extending to the exterior. Fire-resistive construction should be as required for the exit enclosure, including protected openings. Only exit doors are permitted to open into the corridor. (o) An approved barrier is required at the ground floor to prevent people, from accidently continuing to the lower level. (r) Usable space is not allowed under the stairs. One exit from the building should be a smokeproof enclosure complying with Section 3309. Openings into exit courts less than' 10 feet wide should be protected with labeled 45-ni.r.ute fire assemblies. Section 3310 (d). Also see "exit court" definition in Section 3311 (c). Openings more than 10 feet above the court floor are exempted. No openings other than required exits are permitted in exit passageways. The passageways should be of -hour fire-resistive construction. Section 3311 (a). Openings should be protected with labeled three-fourths- hour fire assemblies. Exit signs should be provided in conformance with Section / PiIIT V: c'. Aisle (cross aisle) in auditorium should have a minimum width of Section 3313 (b). Section 3313 (e). Panic hardware is required on exit doors serving Group B Occupancies having an occupant load of more than 101. Section 3316 (a). In lieu of this, doors should have no locks or latches. Main and side exits in conformance with Section 3315 are required for B-2 (1) Occupancies. Section 3316 (a). Every room in a C-i Occupancy shall be' provided with exiting complying with Section 3317 (a). This requires fire-sprinklers unless the specific require-ments are followed. Corridors of Group Cl Occupancies should have a width required by Section 3302 plus 2 feet, but not less than 6 feet. Section 3317 (b). Each floor above or below the ground floor level of Group C Occupancies should have no less than two exit stairs. Section 3317 (c). Exit stairs serving an occupant load of more than 100 in a C Occupancy should have a minimum clear width of 5 feet. Section 3317 (c). Exit doors cannot be more than 2 feet narrower than the required corridor width in Group C Occupancies. Section 3317 (d). - Exit doors from schoolrooms should swing in the' 'direction of egress. Section 3317 (ci). , Rooms of Group C Occupancies used by pupils and located below grade should have one exit leading directly to the exterior of the building. Section, - 3317 (e). Panic haraware is required on exit doors serving rooms containing more than 100 occupants and In corridors of Group C Occupancies. Section 3317 (f). Every room in a Group I) Occupancy should have access to at least two legal means of ogress. Section 3318 (a). ' ' -• Doors from bedrooms and wards of Group D Occupancies and all exit openings. where nonambulatory patients are housed should have a minimum clear width of 44 inches. No proJections in this width are allowed. Section 3318 (b). Panic hardware is required on exit doors serving more than fifty occupants In P Occupancies unless there is no latch or lock. Section 3318 (f). Every sleeping room below the fourth floor should have one epenable window or exterior door conforming to Section 104 (1404) for emergency exit or rescue. This ir.cludes mezzanines. FLOOR, ROOF CONSTRUCTION, COVERING, SKYLIGHTS, ROOF STRUCTURES Venting is required for elevator shafts extending more than two stories. ' Section 1706 (d). The larger of 3-1/2 percent of the shaft area or 3 square feet per elevator should be provided. The spaco between wood floor construction and a suspended ceiling below should he divided Into areas not exceeding 1000 square feet. Section 2517(0. Soke and heat vents should b4 previded in accordance with Section 3206 (a). Attics of cotbustIble terial 'should be dI?Ided Into areas not exceeding \_- 3000 (9030) square feet. section 3205 (b). Root drainage should be conducted under the public sidewalk. Section 3207(c). Overflow drains having th sane size as ro"t drains and on independent drain lines are rccuired. In lieu of this, overflow scuppers three tlme.s the size of roof drains should be Installed in parapet walls. Overflow system should have inets located 2 Inches above the ) points of the roof. Section 320(c). The aggregate area of penthci.'.ses and other root structures cannot exceed 33-1/3 percent of the supporting roof area. Section 3601 (b). Concrete floor slabs on grade should not be less than 3-1/2 Inches thick. Section 2629. FIRE EXTINGUISHING SYSTEMS An approved automatic fire-extinguishing system Is required in the -. Setia 3802. This Includes blind spaces enclosed wholly or partly by cobustib1e ccr.struotlon. U.B.C. Standard No. 38.138(k). Dry standpipes are required In buildings four or more stories in height. Section 3803 (b). Wet standpipes are required as specified in Section 3804. Combination standpipes are required in buildings exceeding 150 feet In height. Section 3805. They may be substituted for wet and dry standpipes. Fire-extinguishIng system plans should be submitted to you to determine compliance with applicable building, plumbing, and fire codes. Chimneys should comply with Section 3702. Fireplaces and barbecues should comply with Section 3701.. Y P er 13,,ject ion B 1316. The Interior wall and ceiling finishes sh2u2d. be specified and comply with Table No. 42-B and Section 4203. Gypsum 'wallboard (interior lath and plaster) cannot be installed on weather- exposed surfaces. See Section 424 for definition. Glass and glazing should comply with Chapter 54. Type and thickness of glass should be specified. Glass and glazing in hazardous locations should comply with Section 5406. Skylights should comply with Chapter 34. Plastic skylights are allowed only under the condItlon3 specified in Section 5205. Ranges shu1d have a vertical clearance of 30 inches above the cooking top to unprotected combustible material. This can be reduced to 24 inches if the combustible material Is protected with min1uu.1/4-inch asbestos ati].lboard, No. 28 gauge sheet metal or a metal ventilating hcod. Section 1901 (a) - Uniform Mechanical Code. - STRUCTURAL COMMENTS : --Soils Report Required. Special inspection In conformance with Section 305 is required for the following work: Structural concrete where the design Is based on an ultimate compres- sive strength in excess of 2000 pounds per square Inch. All welding except where done in the shop of an approved fabricator. Installation of high strength bolts. Cd) Prestressing work. Soil classification In conforrance with Table No. 29-C and ____ pounds per square foot soil bearing value used in design should be specified .. on plans. Value is subjeot to your approval. Section 2904. The fouiulatlon investigation report mentioned in plans was not included in data forwarded to us. It should be submitted for review. Acceptance of the foundation investigation report is recommended contingent on compliance with local ordinances. All masonry or concrete elements resisting seismic forces should quality as reinforced o1em'nts. Section 2314 (k)-). - Concroe shear walls should comply with Scotlons 2632 and 2617 (.1). Precast. concrete wall panels are limited to an h/t ratio of 36 (25). Section The Cede has no pr'visions fr treco shear walls unless it cemplics with a specific IC?0 re;carch recommendation. let-in braces should be j\stified on the basis cend nailing ind an1 of 1.ntallation since the Code has no a provisions for allowable values. Railings should be designed to withstand a 20-pound per foot horizontal force. Section 2304. Ceili sts should be designed for total load or not less than 10 pounds per square foot. Section 2304. Interior partitions should be Justified structurally for strength and do- flection criteria act forth In Section 2312 (b). should comply with a specific ICB0 - h researc reeormendation or Justifying test data should be 'submitted In compliance with Section 106. Wood members entering .masonry or concrete should comply with Section 2517 (0.-5. Plans should indicate that foundations extend below the frost line. Lap splicing of No. 14 and No. 18 rebars Is not allowed.. Section 2608 (e). Wood design criteria should be based on indstry standards published In October, 1970. Wood Is no longer graded under criteria set forth in the Code. Reference is made to Research Recommendations' 2569 and 2180. AITC laminating specifications should be used for glue-lam construction since Industry no longer uses the criteria set forth In the Code. Reference is made to Research Recommendation 2519. Wailing for plywood diaphragms (shear walls) should 'be indicated on plans. Data should agree with calculations. See Structural specifications should be on plans. This includes concrete, masonry, mortar, grout, lumber, plywood, reinforcing bars, structural steel, steel decking, etc. Minimum reinforcement should be provided for masonry walls to comply with Section 2418 (j)-3. Minimum reinforcement should be prev1d'1for reinforced concrete walls to comply with Section 2622 (d). (' 1971 Hatonal Electric / Provide single line drai:g'nd calculations. for 200 AMP service or 'arger. Show panel locato Cj,n ä'nd size. in each. unit. .. - All horizontaljfb'eders to be in an approved raceway. 4 if Four' Auipl'eL4-eceptacleIs maximum on each appliance circuit. " Ground/Fault Interupter required on all exterior receptacle. 1970 Uniform ,Mechanical Code - Ord. #8055. 7Shoiize and laction of F.A.U., venting, combination air. ( return air..ducts and registers. Show dryer vent to outside air. . . within 25' feet'of equipment for servicing l970"LJ.njforni Plumbing Code - Ord. #8057. Show temperature and pressure relief valve and discharge line on water heater. Indicate height of water heater platform: landscape and irrigation plans required.- Ord. #9060, Sec. 2..1....44.200. Provide sizing calculations for water & gas piping. Micro Film Copy of as—built plans required. Fee Required. All Apartments & Condominium-Buildings Must Have Fire Retardant Roof. Appeals Board Decision No. III.' 44 . Wood members members may sunpo't loads fros masonry or concrete only under the condi- . tions specified in Section 2516 (a). Structural calculations should be submitted to justify the adequacy of the structural system In resisting seismic and wind loads, and supporting dead and live loads. This includes foundations. Justifying calculations and details should be provided for The roof should be designed for uplift wind pressures with due consideration for lateral support of compression flanges of flexural members. Floor load should consider a 20-pound per square foot partition load. Section 2302 (b). Marquees should be designed for a 60-pound per square foot live load. Table No. 23-A. Garages for the storage of private pleasure cars should be designed for a minimum 2000-pound wheel load. Section 2302 (b). : _______ 2x laminated beams should be spiked together as specified in Table No, 25-0. Section 2518 (c). Live load signs are required. Section 2309. See Glued-laminated lumber .-uld be fabricated in accordance with U.B.C. Standard No. 25-10. A certificate of inspection should be submitted to th -. Building Department. Allowable stress in glued-lau1nated members over 12 inches in depth should consider a depth redction factor. Section 2511 (d)-6,. •• ________ Radial stresses in curved glued-laminated members should be within allowable values. Section 2511 (d)-4. Radial tension stresses arc limited to 15 pounds per square inch. If the radial tension exceeds this allowable, mechanical fasteners should be used to resist the entire stress. Wood studs are limited to 14 feet in height for 2 x 4 and 3 x 4's and to 20 feet for 2 x 61s. Section 2518 (f)-2. Exterior walls and bearing partitions below the second story in three-story buildings should be 3 x 4 or 2 x 6 studs. Section 2518 (f)-l. Bolted connection xpo3ed to the weather are limited to 75 percent of the - allowable load under protected conditIons. Section 25.1711 (c), Uniform Building Code Standards. Spacing of bolts should comply with Section 25.1713, Uniform Building Code Standards. Imported bolts do not comply with code requirements. Anchorage of concrete and masonry walls should comply with Section 2313. Designs which rely on cross grain tension of wood members are not acceptable since the Code has no allowable value. A positive means of connection such as joist anchors or clip angles shzzuld be provided. Exterior nonbearing walls should comply with Section 2314 (k)-5. Note that connections for seismic purposes should be based on a "Cp" factor of two. Table No. 23-I. Plywood grades should conform with Table No. 25-B. Justification Is required that sufficient slope or camber is available to assure adequate roof drainage after long time deflections. In lieu of this, roofs must be designed for possible pending of water. Section 2305 M. Details on stressing method and hardware along with justifying data are re- quired on prestressed concrte work. This data should be submitted and approved prior to ordering of material. Note that all tendons should comply with Section 4303 (0-3, for fire-resistive purposes. Welding data or details for steel decking used as a diaphragm should be pro- vided. Information should comply with a specific XCBO research recommendation or test data submitted in compliance with Section 106. Details should be provi.ed on roof (floor) diaphragm connections that Indicate how the shears arc transferred to vertical shear-resisting elements. Connec- tions should be Justified with structural calculations for compliance with allowable values. Straight sheathed decking should be Justified for diaphragm action since it is not covered under Section 2514. Justification should be based on the discus- sion or transverse shsaththg, Fago 4-126 of the Timber Construction Manual Issued by the American Institute of Timber Construction. Nailing for gypsum board (lath, sheathing board) used structurally on shear walls should be specified and comply with Table 110. 47-X- S I hear walls utilizing gypsum board (lath, sheathing board) cannot be used to resist loads Imposed by masonry or concrete ia1lu. Footnote 1, Table No. 47-I. RECEIVEL DATE: AJh1l9l3 PLANNING DEPARTMENT \ LOT _ZONE 1 LOT SIZE WIDTH UNITS PROVIDED ALLOWED 1 0 _PR KG. 'SPACES :1R4OVIDED_REQ ( €? % OF COVERAGE —_ALLOWED BLDG. (' 1O/ft1ILIet4t+ HEIGHT '-'_-_ ALLOWED __________ YARD_- YARD . .' ''- FRONT SETBACK._-- SIDE _REAR INTRUSION • .. . . 4. PLAN(_Q• ENVIRONMENTAL PROTECTION REQ'TS._L LANDSCAPE /1 ADDITIONAL COMMENTS _r. _______________••. ISSUE PERMIT DATE OCCUPANCY > "N _INEERINGDEPARTMENT INDUSTRIAL WASTE_67if 14 <z4- 7? (? 'ROVEMENTS ,V74 SEWER CONNECTION ._._•_ iIVEWAY LOCATIONS O,"Coi$ Cur E_I7#Q.GRADING PERMIO Je ASEMENTS''sr /'3Ewe.4 DRAINAGE ______________ LEGAL DESCRIPTIO ADDITIONAL COMM /,'\ --5• .- 1; -' AlE ISSUE PERMIT— DATE ~cl OCuPANCY.. WDATEMSEP z_ I FIREDEPARTMENT SPRINKLING SYSTEM FIRE PROTECTION EQUIPMENT IRE ALARMS_____________________ EXITS FIRE HYDRANTS LOCATION ADDITIONAL COMMENTS ISSUE PERMI DATE_ S_2_73 OCCUPANCY/9T 4~31 DATIS I?- r ..MWD, CAR OLIVENHAIN SAN MARCOS________ I.SUE PERMIT DATE OCCUPANCY DATE___________ ENT TO PLANNING SENT TO ENG. DEPT FTIlRrn Tr) R 1 ru -rn 01 itf;i'a Eev,r/ses e t oo ______ _14_LJ _31 _4 (a_I - L _ 2L H _I i__/• 1/ .• I' •2i ••••• I - - rises - 3o ti' "O&&'IAJS &1 Sr ". i a S 4 - a dAc21• e- 0 Ad 5 • A/I,__,• _______________________ L2 ' I 'i 131 .FJ::L,ED WITH CITY CL'I'K 'S OFFICJ DII?EC'O)?YOP CONTRACTORS ON 7013 PRIOR TO FINAL. Ion ADDRESS 2624-30-32 Pirineps Way., Rancho La Costa, Carlsba d, Cali fornia GENERAL CONTRACTOR Sullivan Enterprises ADDRESS_2LL 8th St. L.A. Ca. 9004 r 7 r F Wr r h - C ri n 1- ra 1 r - N Amp C Ati rl rp.q .q Acoustic Tile Ceiling Craftsoman P.O. Box 625, San Marcos, Calif.. 92069 Boiler, Water Heating A & R Plumbing & Heating 2541 State Street, Carlsbad, Ca. 92008 CabineMill Work' Critique Corp. Prospect Ave., Snt.ee Ca. 92071 .L041 Carpentry - rough Pa1Box 7482 Nohawlc Apt. 44, La Mesa, Ca. 92041 Carpent ry finish Bilt-Rite Wood Products Co. 3140rMaxso1i'Roa&, El Monte, Ca. - Cement Z Concrete Wiley Trsnsit Mix P.O. Box 1237, Vista, Cs. 92083 Anderson Drywall Drywall Elastazel Sea'Foamed of San 'Diego. Inc. 11446 Woodside 'North, Lakeside, Ca. 92040 Electrical V ' Hamilton Electric 6061 Fiirmount Ave. • San Diego, Ca. 92120 Elevator Installation (Trenching,paving) Excavating, grading Camerson Bros. Const. Co.. Inc. 7766 Balboa Ave., Sandiego, Ca. 92111 Flooring, wood carpeting ' V Fire Protect.Engr. ' Hamilton 'Electric 6061 Fairmount Ave.', San Diego,' Ca.' 92120 Coriam ' e j '-z. 7-; Garage doors Glazing ' ' ' ' Torrance Aluminum Window Co. 1812 Abalone St. Torrance, Ca. 90501 Heating, Air Cond. Western Mechanical Contracting 1020 'North Marshall, Elcajon, Ca. 9020 Insulating '';''' Capitol Is'ulptio'n of San Diego, Inc. 272297 3918 Mason Street, Gan Diego, Ca. 92110 Landscaping Lathing Luminous ceilings Masonry ' ' '' ' 'Jack Woolen '/732.. 0 c mirrors, 'shower 'do o rs - £ Bcel JoL AM V 53 E C t . , V painting''' ''' Classic Painting V 1812 Cottage Grove Dr., Encinitas, Ca. 92024. Plastering ''''' HdRmon Plastering'. Inc. 3562 El'sinbr Place.'San Diego. Ca. 92111. Plumbing ''''' ' A& R' Plumbing &' Heating. 2541 State St. Carlsbad , C. 92038 Pullman 'tops ' '' 'j ' 2'VcVV.. 2'5'W .357' $' 'Noi RoOfing ' ' ' Scott Roofing 270193 1133' S'. Tremont, Oceanside, Ca. 92054 Sheet Metal ' ''''''2323' Rogers & Simmons Metal Fabricztors, Inc. Oceanside Blvd., Oceanside, Ca. 92054 Steel, reinforcing & structual Triane1 Steel & Supply Co. 1149 No. Marshall, El Cajon, Ca. 92020 Tile Welding Arti'niex1r.on Other ' 3633 Rosa Linda St. • San Diego, Ga. 92154 APPROVALS RQU1RED FOR RNA q..,' Ri'. R. Fro r, Vtt )Qp+ w ----i—T- 2630 Pirineos (. Ml / u3: PERMITS ETC., REQU'R Owner ,, 1 Contractor .. .21...3±./32.o 7'_/3cf 7f3O2 /JPIurnhir" 7Li43 4( FIectrico1 II .LLj)L '' 53 P'wr /O13 9 c FT ZL~I ), I Grocling , is f j —,S,6vimry)ing Pool BuiTdinq •••4,J 7•• Plvrnbing Electric Fence, Walls, etc. Temporary Electric L 1 75- Final -q .vI!