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Home My WebLink About2310 HOSP WAY; ; 82-261; Permit, J I her!offirmthat I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division '3 of the Business I and Professions Code, and my license is in I full force and effect. / . / .& L '• No.g (/74L. Class 'J4Vi/ A'3 C) - •.. I hereby affirm that I am exempt from the tractors License Law for the following reason (Sec. 7031 '5 Business and Professions Code: Any city or, county which requires a permit to construct - alter, improve, demolish, or repair any structure, prior to its issuance also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Con. tractor's License Law (Chapter 9 commencing with Section 7000 of Division 3 of the Business and Pro. - tessions Code) or that is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by an applicant for a permit subjects the applicant to a civil penalty of, not more than five LU hundred dollars ($500). 0 I, as owner 01 the properly, or my employees5 5 *ith wages as their sole Compensation, will do the work, and the structure is not intended or offered for 12 Sale (Sec. 704.4, Business and Professiohs Code: W . The Contractors License Law does not apply to an Z owner of properly who builds or improves thereon 3 and who does such work himself or through his own 0 employees, provided that Such improvements are not intended or offered for sale, it. however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). FA 0:1, as owner of the properly, am exclusively contracting with licensed contractors to construct - . the project (Sec. 7044. Business and Professions Code: The Contractor's License Law does not apply to an owner of properly who builds or improves thereon, and who contracts for each projects with a contractor(s) license pursuant to the Contractor's O . License Law(. - .0 I am exempt under Sec. — ________-, B. & P.C. for this reason 0 thereby affirm that-I have a certificate 01 consent to self.insure, or. a -certificate of Workers' Compensation Insurance, or a certified copy thereof (Sec. 3800. Labor Code(. Z POLICY NO, COMPANY' 0 Copy is filed with the city. ' Z 0 Certified copy is hereby tarnished. CL . CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE - (This section need not be completed it the permit cc is.tor one hundred dollars ($100( or less) Cr S S !'_ certify that in the performance of the work for,. /'whtdh' this permit is issued. I shall not employ any 3 person in any manner so as to become subject to 11 the Workers' Compensation Laws of California. NOTICE TO APPLICANT: If, after making this Cells. Iicate of Exemption, you should become subject to - the Workers' Compensation provisions of the Labor Code, you muss forthwith comply with such provisions or this permit shall be deemed revoked -4 r DI hereby allirm that there is a Construction I iendng agency for the performance 01 the work for which this permit is issued (Sec 3097, Civil Code) zi Lender's Name Lender's Address USE BALL POINT PEN'ONLY & PRESS HARD — ' APPLICANT TQfJLL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. I CARLSBALWUILDING DEPARTMENT 1200 m, Carlsbad, California 92008 (714) 438-5525 .. . . AUCATION & PERMIT JOB ADDRESS ' . 'f . . . . S AV. ST. D~1 fF APPJl ATION BUSINESS LtCENSE # FO OWNER'S NAME . . OW ER'S PH NE PRIME CONTRACTOR CONTRACTORS PHONE C ?o /4L /1 T ZONE . .VN V LUATION ' OF __ PERMIT NUMBER OWNER'S MAILING ADDRESS ' . . S4ZOZ -56 ?z//O CON RACTOR' DDRESS 1/9 J4J17 ''2c77 LICENSE NO. Z9yc1-70 PLAN ID. # BLDG USE CODE LOT BLOCK SUBDIVISION ASSESSOR PARCEL NO. OESI NER . .,4I//CA /A-c STATE LICENSE # .- STANDARD PLAN # .' BUILDING SO. FOOTAG _______ OESC TION F WORK /r72fz4? cJV4 te z..e. 71- DESIGNER'SDORESS ' ss DESIGNER'S PHONE OOOlO 6 /2 /2 Not Valid Unless Machine Certified F/PFLR ELEV. YO NO NO STORIES GP EDU CENSUS TRACT GP LAND USE' - PARKING SPACE RES UNITS GRADiNG,PERMIT ISSUED V D N 0 REDEVELOPMENT AREA YO NO TV . 11 T 0CC LOAD ' ' FIRE SPA - 0 ND • QTY. PLUMBING PERMIT- ISSUE , 750 QTY. . . MECHANICAL PERMIT - ISSUE 3.00 ?-eee SUMMARY/ACCOUNT NUMBER . - EACH FIXTURE TRAP . - INSTALL FURN. DUCTS UP TO 100,000 BTU ' BUILDING PERMIT 01-000-4220 EACH BUILDING SEWER ' ' . , OVER 100,000 BTU SIGN PERMIT ' 01-000-4221 EACH WATER HEATER AND/OR VENT ' . BOILER/COMPRESSOR UP TO 3 HP PLAN CHECK 01-000-4806 ' .EACH GAS SYSTEM 1 TO 4 OUTLETS . BOILER/COMPRESSOR 3-15 HP t TOTAL PLUMBING 01-000-4222 — EACH GAS SYSTEM 5 OR MORE . . - METAL FIREPLACE -, - ELECTRICAL , - - 01-000-4223 EACH INSTAL., ALTER, REPAIR WATER PIPE — . VENT FAN SINGLE DUCT - MECHANICAL 01-000-4224 EACH VACUUM BREAKER - - , , . MECH EXHAUST - HOOD/DUCTS - S MOB(LEHOME - 01-000-4225 WATER SOFTNER --, . —. RELOCATION OF EA FURNACE/HEATER . MOBILEHOME PARK (NSP EACH ROOF DRAIN (INSIDE) ' - . - SOLAR 01-000-4226 TOTAL MECHANICAL- • = - STRONG MOTION - 65-640-0519 TOTAL PLUMBING " I ' . FIRE SPRINKLERS • 01-000-4227 OTY. ELECTRICAL PERMIT - ISSUE 2 _Op QTY. SOLAR - ISSUE - - . . i .,, PUBLIC FACILITIES FEE 25-000-4933 BRIDGEFEE -. 'sr r• , t-4 5.•' - NEW.CONST EA AMP/SWT/BK R ' - COLLECTORS . . SCHOOL FEE - DISTRICT I PH ' ' 3 PH - ' ' STORAGE TANKS - Carlsbad. , 65-623-0519 EXIST BLDG EA AMP/SWT/BKR ' AOK STORAGE - - . , Encinitas' , - - 65-624-0519 - 1 PH 3 PH • , , PUMP ' - - San Dieguito - 65-625-0519 REMODEL/ALTER PER CIRCUIT PLAN CHECK FEE 1 'i "San Marcos,' , 165.626-0519;'r ,"k 1 TEMP POLE 200 AMPS - — OVER 200 AMPS TEMP OCCUPANCY (300AYS) — TOTAL ELECTRICAL TOTAL SOLAR TOTAL FEESPAYABLE I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT" AND DO HEREBY . Expiration. Every permit issued bytheBuilding Official inderthe provisionso/this * AN OSHA PERMIT IS REQUIRED FOR EXCAVATIONS OVER CERTIFY UNDER PENALTYpOF' PERJURY THAT ALL INFORMATION HEREON INCLUDING THE Code shall expire by, limitation and become null and void. If the building or work '-50" DEEP AND DEMOLITION OR CONSTRUCTION OF authorized 18b days from the date of such DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS by such permit is not commence within t, or ifthe b0ildi ork authorized by STRUCTURES OVER 3 STORIES IN HEIGHT perm ISSUED: TO COMPLY WITH ALL,CITY5-'COUNTY AND STATE LAWS GOVERNING BUILDING CON- abandoned at any timZ;9a:,Thwwork is commenced for a period of 180 days. STRUCTION, WHETHER S ECIFIEDJHEREINOR NOT. I ALSO AGREE TO SAVE INDEMNIFY AND APP NT' %jill K q -- 19 . AJ P HARMLESS THE ~ tl`,C~~k*p-BAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND OWNER CONTRACTOR EXF EKF-~te~~ViifllLqH,IV14Y IN ANY WAY-)-ACCRUE AG4'1t4ST SAID CITY IN CONSEQUENCE OFTHE B Y PHCNE 0 GRANTI is - • -. .-,- -p / I I' It-- uusPFrTIrmJ TVPF I ' ¶ DATE INSEECTOft BUILDING FOUNDATION REINFORCED -STEEL MASONRY GUNITE OR GROUT .. - FLOOR & CEILING SUB FRAME SHEATHING 1 FRAME . . EXTERIOR LATH INSULATION INTERIOR LATH & DRYWALL PLUMBING SEWER AND BL/CO PLUMBING UNDERGROUND PLUMBING TOP OUT TUB AND SHOWER PAN - GAS TEST 1 ELECTRICAL TEMPORARY POWER ELECTRIC UNDERGROUND ROUGH ELECTRIC ELECTRIC SERVICE BONDING G. F. I. -..SMOKE DETECTOR MECHANICAL DUCT & PLEM., REF. PIPING C HEAT — AIR COND. SOLAR SYSTEMS VENTILATING SYSTEMS j CALL FOR FINAL INSPECTION WHEN ALL APPROPRIATE ITEMS ABOVE HA vl BEEN APPROVED. - JOB SITE FINAL PLUMBING -air ELECTRICAL $JJ MECHANICAL GAS ' \ BUILDING - ---.-' SPECIAL CONDITIONS I - - CERTOFOQ°ANCYISSUED - "___7__ (_ ,_f•_— •.' -- --- •H1 FIELD INSPECTION RECORD REQUIRED SPECIAL INSPECTIONS - INSPECTION co INSPECTORS DATE INSPECTORS NOTES APPROVAL ç IiAAW &4.- SOILS COMPLIANCE PRIOR TO . 'S • -- .•• - - - FOUNDATION INSP A -t4 sPAt Ia PtO- 16 o THE do o rt4 STRUCTURAL CONCRETE OVER 2000 PSI - .Di • ojN:f to cAti A iajsf. - PRESTRESSED CONCRETE - foo ' POST TENSIONED CONCRETE .I5' FIELD WELDING . - sai41& S![FAIC rom ?2L. HIGH STRENGTH STRENGTH BOLTS - SPECIAL MASONRY - - - PILES/CAISSONS 5, 5 'I •'I -_I__' - - \ - - -- - - — ---.? -- ___ W:. • 0 I hereby affirm that j am lIcsaed under cc provisions of, Chapter 9 ,(commencing'wIth 'Section 7000) of Division '3 of the Business -and Professions Code, and my license Is in I full force and effect. [jic. No. - Class o .- .-.-. 0 .- • 1" ..a .' 'hereby affirm that I. am exempt from the 'Centrac ton's License Law for the following reason (Sec. 7031.5 "'.Business and Professions Code:. Any city or county which re-quires a permit to construct, alter, improve, demolish, or repair any structure, prior toils Issuance also requires the up- - plicant for such permit to tile a signed statement that he is licensed pursuant, to the provisions of, the, Contractor's License Law (Chapter 9 commencing with Section 7000 of Division 301 the Business and Professions Code) or that is ex- empt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by an applicant for a permit sub-' jocts applicant to a civil penalty of not more than tine hun- Kas dollars ($500). as owner of the property, or my employees with wages in sole componsatios, will do the work, and the struc- O no intended or uttered for sale (Sec.' 7044, Business - and Professions Code: .The Contractor's License Law does D not apply to an owner Of property who builds or Improves 'thereon and who does such work himself or through his own employees, provided that such improvements are net Intend- - yr offered for sale, it, however, the building or imprsve- Z mont is sold within one year of completisn,the owner-ba will have the burden of proving that he did not boil OF irs O prove for the purpose of sale). - - f, as owner of the property, am eclusivety with li 1:09.1 censed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply loan owner of property who builds or im-proves 'thereon, and who contracts for each projects with a - contractor(s) license pursuant to the Contractor's License Law). - . f" • ' 4 '0 ow As a homeowner lam improving my horse, and the follow' log conditions exist: - • 1. The work is being performed prior to sale. 2.' I have'lived in my home for twelve months 'nnior to completion of this work." - 3...L,Imave out claimed: this exemption during the - last three years.. : 0 lam exempt under Sei. - ' - B & P.C. - for this reason - 'r- - . 0 I herebyafIirm that I have certificate of consent -. 10 self.insure, or a certificate of Workers' Compensation Insurance. or a certified copy thereof (Sec. 3809, Labor Code).' - -. I.. z POLICY NO. - 1 . COMPANY - - - 0 C yls e,withfhe ci ty. - - D'Cerfified copy is hereby furnished. - - - -- - - .,-'- CERTIFICATE' OF EXEMPTION FROM - WORKERS' COMPENSATION INSURANCE - - is section need'not be completed if the permit is to one hundred dollars 151001 or less) , - - 0 I certify that in the performance of the wore for - o which, this permit is issued. I shalt not employ any - person in any manner so as to become sublecf to - - the Workers Compensation Laws of California. NOTICE TO APPLICANT: If, after making this Cciii • vii, ficaIe of Exemption, you should become subject to the Workers Compensation provisions of the Labor - Code, !you must—forthwith comply with such -' provisions or this permit shall be deemed revoked. .0 1' h'eby afl,rm that thove is a construction - I lending agency for the performance 01 the work for - - f zlu i -3097. which this permit is issued (Sec Civil Code). ' , I - ,Lender s Name L 'Lender's Address ' - -.-..- :, - •- . USE BALL POINT PEN ONPRESS HARD APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA ANCLARATIONS. W CARLSBAD BUILDING DEPARTMENT APPLICATION & PERMIT - 1200 Elm, Carlsbad, California 92008-1989 (714) 438-5525 JOB ACIDKESS AV. ST. DATE F APPLI 1BUSIéPJSE # VALUATION , PERMIT NUMBER OWNER'S NAME OWNER'S PHONE CONTRACTOR CONT1 ACTORS PHONE N ZONE 1 7S1 OWNER'S MAILING ADDRESS - CONTRACTOR'S ADDRESS LICENSE NO. PLAN I.D. # ' BLDG USE CODE lry 1c 1arze4< SL v1VC 2-?97° LOT BLOCK SUBDIVISION ASSESSOR PARCEL NO. DESIGNER LICENSE # STANDARD PLAN # ' . . BUILDING SO. FOOTAGE .. DES C IPTION OF WORK DESIGNER'S ADDRESS DESIGNER'S PHONE ' - . 5f - t1l- If p F LR ELEV. NO ' CCO p EDU (/rT1%—' ri LJE— OP LC - ' D D. FIRE SPR CENSUS TRACT , OP LAND USE PARKING SPACE RES UNITS GRADING PERMIT ISSUED - . REDEVELOPMENT TYPE' 0CC LOAD AREA --i - - CONST y o N 0 YO NO - YO ND Not Valid Unless Machine Certified - QTY. lLUMBING'PERMIT- ISSUE QTY. 'MECHANICAL PERMIT -ISSUE - SUMMARY/ACCOUNT NUMBER - EACH FIXTURE TRAP - ' ' ' INSTALL FURN. DUCTS UP TO 100,000 BTU - ' BUILDING PERMIT 01-00-00-8220 ' /'7 " EACH BUILDING SEWER - - ' .. . 100,000 BTU. ' . -. - - SIGN PERMIT '.- 01-00-00-8221 EACH WATER HEATER AND/OR VENT ' . BOILER/COMPRESSOR UP TO 3 HP - ' ' ' - PLAN CHECK . " 01-00-00-8806 EACH GAS SYSTEM ) TO 4 OUTLETS . ' ' , BOILER/COMPRESSOR 3.15 HP , - - - - - TOTAL PLUMBING . ' 01-00-00-8222 - EACH GAS SYSTEM 5 OR MORE - , - - FIREPLACE , - . - - - _METAL ., -. . ,....ELECTRICAL .. 01-00-00-8223 EACH INSTAL., ALTER: REPAIR WATER PIPE ' ' , VENTFANSINGLEDUCT _- - ' MECHANICAL ._',"__01-00-00-8224 - - - EACH VACUUM BREAKER •---- ' -'' MECH EXHAUST"-HOOD/DUCTS ' -_-. 'MOBILEHOME "-01-00-00-8225 WATERSOFTNER RELOCATION OFEAFURNACE/HEATER MOB(LEHOME PARK INSP I EACH ROOF ' , - ' ' ' . ' SOLAR_014)0-00-8226 . - , TOTAL MECHANICAL ' ' . -. __. '; - , _. .'' STRONG MOTION 80-92-33-0519 . TOTAL PLUMBING • d"_ . , ' ' FIRE SPRINKLERS 01-00-00-8227 PUBLIC FACILITIES FEE 32-00-00-8923 QTY - ELECTRICAL'PERMIT -ISSUE n, - QTY._SOLAR - ISSUE .".._'.. . - ._-I ..' ' BR(DGEFEE NEW .CONSTEAAMPISWT/BKR COLLECTORS ._-' SCHOOLFEE-DISTR(CT _- -3PH '-°'• .. STORAGE TANKS Carlsbad _'80-92-21-0519 .- - EXIST BLDG EAAMPISWT/BKR ROCK STORAGE . Encinitas-. 80-92-22-0519 - - - 1 PH - 3 PH, - •, . - PUMP San Dieguilo 80-92-23-0519 I REMODEL/ALTER PER CIRCUIT: - ... . ' . PLAN CHECK FEE ' . ..- San Marcos' ' 80-92-24-0519 'TEMP POLE 200 AMPS - ' , • ,' ' '. . - j - . - - ., . - - -OVER 200AMPS TEMP OCCUPANCY (30 DAYS) I TOTAL ELECTRICAL - - TOTAL SOLAR TOTAL FEES PAYABLE I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT" AND DO HEREBY Expiration. Every permit issued bytheBuildlng Official underthe rovisionsofthis * AN OSHA PERMIT IS REQUIRED FOR EXCAVATIONS OVER CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE Code shall expire by limitation and become null and void. If the building or work ' o DEEP AND DEMOLITION OR CONSTRUCTION OF fbI commenced within 180 days from the date of such 8Uth0flZ8d by su permit, DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS or if 8i STRUCTURES OVER 3 STORIES IN HEIGHT work authorized by such pernaft"is suspended or SEQIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDE Nil Y ANU PPL. ISSUED: TO COMPLY WITH ALL CITY, COUNTY AND STATE LAWS GOVERNING BUILDING CON- a r aodaped t-ói'a?ter the,,seo is commenced for peU6d 01180 days. KEEP HARMLESS THE jC~RdBAD AGAINST ALL LIABILITIES, JUDGMENTS, S A URE~Vlzll OWNE CONTRACI EXPENSES WHICH MAY IN A1VAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF . BY P 0 " - - ." HONE ' - GRANTING OF THIS PERMIT.' 1' INSPECTION TYPE DATE - INSJFTOR, - - BUILDING FOUNDATION REINFORCED STEEL MASONRY GUNITEOR GROUT FLOOR & CEILING SUB FRAME I SHEATHING FRAME • - .• ______ _________ EXTERIOR L:ATH INSULATION INTERIOR LATH & DRYWALL - - '- PLUMBING SEWER -AND BL/CO PLUMBING UNDERGROUND - - - PLUMBINGTOPOUT _. .,,• _____ _______ TUBAND SAOWERPAN - GAS TEST -. ELECTRICAL S - TEMPORARY POWER ELECTRIC UNDERGROUND ROUGH ELECTRIC ELECTRIC SERVICE BONDING - * G. F. I. - SMOKE DETECTOR MECHANICAL DUCT & PLEM.,'REF. PIPING . --- - HEAT -AIR COND. - SOLAR SYSTMS VENyLATING SYSTEMS CALL- FOR FINAL INSPECTION -WHEN ALL APPROPRIATE - - ITEMS ABOVE HAVE BEEN APPROVED. JOB SITE FINAL - PLUMBING ELECTRICAL MECHANICAL - S GAS - - *-. BUILDING SPECIAL CONDITIONS S CERTOF OCCUPANCY ISSUED FIELD INSPECTION RECORD REQUIRED SPECIAL INSPECTIONS - ". INSPECTOR'S NOTES.. - . •. ...: - INSPECTION REQ. IF DATE INSPECTORS CHECKED APPROVAL SOILS COMPLIANCE - -S - - - PRIOR TO FOUNDATION INSP S - STRUCTURAL CONCRETE OVER 2000 PSI PRESTRESSED . - '. • CONCRETE. POST TENSIONED CONCRETE• N' FIELD WELDING HIGH STRENGTH BOLTS SPECIAL MASONRY __________ ____ ______ - - I. -- - '•S S 'S PILES'CAISSOFSJS • - .. . 4 - S 4. - - - -- -- 4. - - . -I SI I' •* -: - - • - - . S -. - - - -. '- - .. . -. - I5__ -' - - 5 - . 4 St P . - ' -. _______________ - '' .: - - .. . -- - •: -; ; :. L ; Carlsbad IOUs- - 41 ,. 7/Ib,b2922: 1200 ELM, CARLSBAD, CA 92008 • TEL. (714) 4385525A RECEIPT 0uO192 7/1/ LL2J P. • 'Address 23/i) /5/a j.y' / MISCELLANEOUS FEE RECEIPT Li * PLAN CHECK FEE 010000846 4tL4-3ç Owner—...j Esjr._L.aèOtJ C_Z) Li VALUATIONO.k) ire r- Mailing Address .. City y• Zip . TeI. - Li DEMOLITION Li HOUSE MOVING_____________________ on;ct9r 4 - Li -PARKS AND RECREATION FEE_' -- Address / 4 Coal- Li PUBLIC FACILITIES FEE______________________ :.City Zip 4—, Li SCHOOL' FEE- DISTRICT______________________ State Lic t city S. Classit. DA7 L4.7f) - Lic.NO. Li Carlsbad 1- COMPLETE FOR PLAN CHECK ONLY - Li Encinitas - - • 4 1 c / LEGAL DESCRIPTION Li - San Diego 1 Li San Marcos "I - 4 ASSESSORSPARCEL NO.. -. - Li 01'000404 - .* LI) P?XhVç WC7'Z(ñ 7(i.. DESCRIpTIONOEWORK'-7/SgQe.jlWelXf - 14 , rr, Li . ____ r- /R:,JLi 71 5rr4 no Li _O - ;,• . Li - ________ . PLANIDNO.'4&/ 4— I1,•_* ____________ ' I 1 I DESIGNER ADDRESS PHONE-- TOTAL FEE' $\ .1 CONTACT PERSON ___.y4/'../A__)O)cT6L_.. *WARNING: PLAN CHECK FEES. WHERE NO ACTION IS TAKEN BY THE APPLICANT IN 180 DAYS AND NO BUILDING PERMIT IS ISSUED, FEE ARE FORFEITED TO THE CITY. * - COMMENTS: • _ 4 - - -• • • - - r • . • • - * __- Signature of App int Date lWhite - Annlicant Yellow - File Pink - (1 Finance (2 Data Process (I_ Assessor I •T.i.. .......•- : -i --- -i: TIME: DATE: PERSON TAKINGREPORT le ELECTRICAL : TEMPORARY SERVICE :] UFFER GROUND ELECTRIC UNDERGROUND 1 ROUGH ELECTRIC POOL BONDING ELECTRIC SERVICE FINAL V : City of CarLbab REQUEST FOR INSPECTION RECORD V • INSPECTOR • ____________ REQUESTED BY .\/_J4AJ QkI.. ONEN( - • BUILDING (FOUNDATION D REINFORCING STEEL 0 MASONRY c • C 0 GROUT - GUNITE Of '2i3 4 0 FLOOR-AND CEILING SUB FRAME El SHEATHING 0 ROOF 0 SHEAR ,, C V • V 0 FRAME • O-'•, 0 EXTERIOR LATH • V DINSULATION '0 INTERIOR LATH OR DRYWALL V DFINAL V V PLUMBING D UNDERGROUND PLUMBING. 0 SEWER AND PL/CO El TOP OUT PLUM BING 0, TUB OR SHOWER PAN V o GAS TEST, • • V WATER HEATER V SOLAR WATER V DFINAL V V MISCELLANEOUS O CONDITIONEDAIR SYSTEMS 0 SOLAR HEAT • V 0 PATIO O POOL 0 SPA DSIGN • V El GRADING 0 DRIVEWAY £JFINAL / V SECIAL INSTRUCTIONS 4 e Reajdm For Inspection: 0 Monday V 0 Tuesday -. Wednesday V 0 Thursday 0 Friday AV.,DPVM. , V .3 8280 RIVEROALE STREET, P o. Box 206,7, SAN DIEGO, CALIFORNIA 92120 (714) 280-4321 :'. SOUTHERN CALIFORNIA SOIL AND TESTING, INC. .' V 165 WEST ORANGETHORPE, PLACENTIA. CG.LIFORNIIA 92670 (714) 524-9130 V - V 74-831 VELIE WAY, PALr'..'I DESERT, CALIFORNIA 92260 (714) 346-1078 678 ENTERPRISE STREET ESCONDIDO CALIFORNIA 92025 (714) 746-4544 - . •V V V V • V REPORT OF COMPRESSION TESTS V V FILE NUMBER: 5300 - DATE: September 24, 1982 V CONCRETE JOB: The Grove Parking Structure V V 0 MORTAR V ADDRESS: ., 2310 Hosp Way, Carlsbad V V 0 GROUT OWNER:, • . V ' V V 0 GUNITE ' 2 ARCHITECT: Blaylock & Willis & Associates.,V V V V V ENGINEER: ' V V .cONTACTOR: Waynes Concrete ' '• V V ' , V LOCATION !N STRUCTURE :'Shear wall atline C-8,9 CEMENT: ' ' V Portland Type 1111 V Aorv1IxTuRE: V Pozz ,. . •. SAND Escondido Ready Mix ROCK: V Escondido Ready Mix , V ,. • NO. OR PRO PORTiONS: 2087 - 7 sack ,TIME-IN MIXER. MINUTES: 80 SLUMP, INCHES: 4' ,. ' V - V • V , FABRICATED BY John Dondro TRUCK NO: B81 TICKET NO 334302 LABORATORY ND:V V 1896 . 1897 1898 MARK:A B C V , DATE,,MAOE: , '9-17-82' VOATE RECEIVED: V 9-22-82 V V V V ' 4' • DATE TESTED: V . V , ' 9-24-82 V DIAMETER.' INCHES: . ' 6.00 . AREA 50 INCHES 28.27 MAxlrvlurvl:LOAD. LBS.: ,.. , 61,000 ' V V - • • V COMPRESSIVE. STRV, PSI: 2,160. .AGE TESTED. DAYS: ' 7 Days REDO PSI AT 28 DAYS 3,000 - UNIT WT/CU FT (PLASTIC): DISTRIBUTION (3) Value Plus Industries (1) SCS&T, Escondido (1) City of Carlsbad - IIVE D SOUTHERN CALIFORNIA - SOIL AND TESTING, INC. SFP28982 V V REVIEWED BY CI TY OF CAR:LSBAD cj Su i Ild i n~g Department V V • .' • , - V ' David J Akers, R C E 026815 - SOUTHERN CALIFORNIA SOIL AND TESTING, INC - 4-S - 6280 RIVERDALE STREET. P 0. Box 20627, SAN DIEGO, CALIFORNIA 92120 (714) 280-4321 165 WEST ORANGETHORPE, PLACENTIA, C.LIFORNIA 92670 C 714 524-9130 = - 74-831 VELIE WAY PALM DESERT CALIFORNIA 92260 (714) 346-1078 678. ENTERPRISE STREET, ESCONDIDO; CALIFORNIA 92025 (714) 746-4544 REPORT.ÔF COMPRESSION TESTS ,,,FILE NUMBER: 51300 •' . DATE: September 9, 1982 , CONCRETE J08: - The Grove Aprtment Condominium .. 0 MORTAR /DDRESS: ., 2310 Hosp Way, Carlsbad . . OGROUT . OWNER: 0 GUNITE ARCHITECT: Blaylock &' Willis Associates ° ENGINEER: CONTRACTOR Waynes Concrete Co :LOCATION IN STRUCTURE ' . aissons . ,CENI1ENT.. •I -Portland I/Il -.'AO(AIxTuRE : - Pozz- 122N. - SAND: . Escdndido Ready Mix OC<:. •• ... Escondido Ready Mix MIX NO. OR PROPORTION 085 - 5.7 sack MIXER, MINUTES60 . . . - SLUMP. INCHES: FABRICATED BY John Dondro TRUCK NO TICKET NO 55089 LABORATORY NO: 1609 1610 1611 MARK A B C -DATE MAOE: 901-82 '- Discarded DATE RECEIVEO: - '-- 9-08-82 OATETESTEO:. -9-09-82 9-29-82 DIAI'vIETER, INCHES: ., AREA.SQ. INCHES: 6.00 28.27 : MAXIMUM LOAO, BS.: - - .. 90,000 '113,500 * t COIPRESSIJE STRPSI: 3,180 4,010 'AGE TESTEO. DAYS: ' .8 pays 28 Days RE0:O PSI'AT28 OAYS -- ..,3,000 UNIT WT/CU FT (PLASTIC) DISTRIBUTION (3) Value Plus Industries ', ,. '. .(1) SCS&T, Escondido • - - (1) City of Carlsbad E SOUTHERN CALIFORNIA - * -• -•, - . :' • SOIL AND TESTING. INC. - - - - ORE VIE WED BY: LSBA - rtmentMir" DePa 5iqR_ ou .........', '• - --- - . - David J. A ers, R.C.E. #26815 SOUTHERN CALIFORNIA SOIL AND TESTING, INC - : 6280 RIVERDALE STREET. P 0. BOX 20627. SAN DIEGO, CALIFORNIA 92120 (714) 280-4321 165 WEST ORANGETHORPE, PLACENTIA, COLIFORNiA 92670 (714) 524-9130 74-831 VELIE WAY. pALtv1 DESERT, CALIFORNIA 92260 (714) 346-1078 ' 678 ENTERPRISE STREET, ESCONDIDO, CALIFORNIA 92025 (714) 746-4544 REPORT OF. COMPRESSION TESTS FILE NUMBER: 51300 ' DATE: September 28, 1982 91 CONCRETE JOB: The Grove Parking Structure, Carlsbad OMORTAR ,..'AOORESS: 2310 Hosp Way ' ' . OGROUT OWNER: ' -. 0 GUNITE 'ARCHITECT: Blaylock Willis & Associates 0' ENGINEER: .. , . CONTRACTOR:wayfles Concrete . ':rLOCATION IN STRUCTURE: All-col umns: CEMENT: , •.' ' Portland Type I/Il - ADMIXTURE: SAND Escondido Ready Mix ROCK:' ,. . '. . Escondido Ready Mix , MIX-NO. DR PR0FORTIONS:2087 7 'sack i'M .)4' TIME IN MIXER, MINUTES: 50 SLUMP INCHES: - "2 FABRICATED. BY:John Dondro ,TRUCK B6 TICKET "0- 55632 - - LABORATORYNO:, ' 1907 1908 1.909. MARK. , '. •. .. ,. A' B C DATE MADE: - 9-21-82 DATE RECEIVED: - • 9-24-82 DATE TESTED: - .. 9-28-82 DIAMETER, INCHES: • ' 6.00 AREA , SQ. INCHES: ''• . 28.27 . MAXIMUM LOAD LBS 939500 C0MRESSIVESTR.. PSI: -. - 3,310' AGE TESTED. DAYS:. ' • 7 Days . REO'D PSI AT28-OAYS:-''. ' . '-' - . UNIT WT./CUFT (PLASTIC): . ,. . . DiSTRIBUTION:' (3) Value Plus' Industries -' (1) City of Carlsbad . (1)' .SCS&T, Escondido • . , . -.' -. .,'- . S . ' - — SOUTHERN CALIDRNIA • SOIL AND TESTING, INC - -. •• ,-.. S-V s) 0 , REVIEWED BY:. David J. Akers, R..E.#26815 , I IT J7C7/ S-c7 j)&-s /L-'T c7A.'L) - JL=LJ I --I•t---- --J ----• . -. ''- -'' --•.---- --•••-•-. V 7 iav .. -. r' B IT -_- -- -p23l982 _--- •cjtyofCALA.If ) WLD A001-17 • . '/Y:.'.' I F145'I. r A21~1J,4AII-1 7' . / /24 __________- _.• '- '- 'H- 7c7' /-4/LL V 121 SOUTHERN CALIFORNIA SOIL AND TESTING, INC 6280 RIVEROALE STREET. P 0. BOX 20627 SAN DIEGO, CALIFORNIA 92120 (714) 280-4321 165 WESTORANGETHORPE, PLACENTIA, CALIFORNIA 92670 (714) 524-9130 74-831 VELIE WAY, PALM DESERT, CALIFORNIA 92260 (714) 346-1078 678 ENTERPRISE STREET, ESCDNDIDO, CALIFORNIA 92025 (714) 746-4544 JOB: - SCST NO. S I. DATE ,'The Grove. . . 51300 4 10-5-82 ADDRESS: - , . ' BLDG. PERMIT NO. PLAN FILE NO. 2310jp_J Way . . 82-261 ARCHITECT: TYPE INSPECTION: Blaylock - Willis :. Structural Steel ' ENGINEER: Blaylock - Willis I'AATERIAL INSPECTED: - :Electrodes E. 9018 . . . . CONTRACTOR-: . Waynes Concrete Certified Welder: Bernhard Fritz 4980 . . 9:14_82 , Inspected fit-up and welding of reinforcing steel per detail D/S4. i....-,Matthew C., Jay ..Welds found',to be visually acceptable. Welding completed this date. -W-168 V ..-. ED - -. - 1• - ' - : AZCEIV OCT 14 982 CITY OF CPRLSBD BuIlding. DePartmen t or DISTRIBUTION: (3) Value Plus Industries • . - (1).-City.of Carlsbad (1) SCS&T, Escondido -• SOUTHERN CALIFORNIA . . - SOIL AND TESTING, INC. REVIEWED BY: David J. Akers, R.C.E. #26815 I' -I . SOUTHERN CALIFORNIA SOIL AND TESTING, INC..; -S .. 6280 RIVERDALE STREET. P 0. BOX 20627 SAN DIEGO, CALIFORNIA 92120 (714)280-4321 165 WEST ORANGETHORPE, PLACENTIA, CALIFORNIA 92670 C 714 524-9130 - 74-B31 VELIE WAY. PALM DESERT, CALIFORNIA 92260 - (714) 346-1078 .678 ENTERPRISE STREET, ESCONDIDO, CALIFORNIA 92025 (714) 748-4544 JOB: . - - scsimjo. si. The Groves ,. , . 51300 6 ADDRESS: - -. : BLDG. PERMIT NO. 2310 Hosp Way, Carlsbad 1982 - . . .. .. . ARCHITECT: TYPE INSPECTION: Blaylock - Willis Reinforced Concrete . . . ENGINEER: MATERIAL INSPECTED: . Blaylock - Willis Reinforcing Steel: ASTM A615 Gr. 60 CONTRACTOR: 'Concrete: 2086 (6 sk., 3000 psi) - Waynes Concrete TE 105-82 PLAN FILE NO. 9-2882' . .Inspectéd reinforcing steel in-retaining wall between lines 1 and 2. .GregWolfram '. Also, reinforcing for 2 columns on 3 line. . . Placed approximately 8 yards of concrete in inspected area. Three test - . .. -. samples taken from west end of retaining wall. Slump 5.5 pumped.. Batch ticket showed mix to be 2087 (4000 psi) In inspector's opinion the mix did not appear rich enough Driver was requested to contact - plant. It was learned that mix was actually 2086 (3000 psi). Contractor -- - notified of1this. Elected to use concrete as it was designed for the required strength 5, 5__• - S _, ., . - - ' r - --- S ,- S I - DISTRIBUTION: .(3)Vlue Plus,Indus&ies (1).City of Carlsbad .. . . . . (1) -5SCS&T,. Escondido. -, - SOUTHERN CALIFORNIA SOIL AND TESTING, INC REVIEWED BY: Oavid J Akérs, R.C.E. #26815 I 1%. V SOUTHERN CALIFORNIA SOIL AND TESTING, INC. '. 6280 RIVEPOALE STREET, P 0. BOX 20827, SAN DIEGO, CALIFORNIA 92120 , (714)290-4321 185 WEST ORANGETHORPE, PLACENTA, CALIFORNIA 92670 (714) 524-9130 74831.,VELIE 'WAY, PALM DESERT, CALIFORNIA 92260 (714) 346-1078 678 ENTERPRISE STREET, ESCONDIDO, CALIFORNIA' 92025 (714) 746-4544 - JOB:. SCST NO. S.I. OATE " The Groves 51300 5 10-5-82 ADDRESS: ' .' ' . ' ' BLDG. PERMIT NO. PLAN FILE NO. 2310' Hasp Way, Carlsbad ' '. ' 1982 ARCHITECT: TYPE INSPECTION:. V , Blaylock &, Willis . Reinforced Concrete ENGINEER: Blaylock & Will i s - - MATERIAL INSPECTED: . V .. 'Reinforcing Steel: ASTM kA615 Gr. 60 CONTRACTOR: Concrete 20 5 7 3000 PS1 Waynes Concrete 92182: , ' Inspected the reinforcing steel and concrete in the poured in place' " 'John Dondro columns at the', gound level. Concrete provided by Escondido Ready Mix: .., PCM 215 'V '' Made 1 set (3 cylinders) of concrete samples.' . 'V ..V V , .. V 5_ V 944-82 Inspecte'd the reinforcing steel in the footing and stem wall at the John Dondro V' 'ramp on -Line 2 and the two column footings on Line 3. Requested the '-PCM 215 , prime contractor correct the missing #6 bar in the bottom of th&'footing, V ' , Line 2, with two #5 bars.' "(There were no.#6 surplus bars on the job site).'Witnessed the placing of 16 cubic yards of concrete in the - footing and stem wall on Line 2 and the two column footings on line 3.' V " Concrete provided by Escondido Ready Mix. Concrete was placed from', - the truck chute at a-3 to 4" slump. Made 1 set (3 cylinders) of concrete samples V.. V ,,V V' ' ' V ' V - .-. . V $V•\• . . , , V V V V •. V V 4 DISTRIBUTION: (3) Value Plus Industries (1) -City of Carlsbad, .(1SCS&T, Escondido.. V - - SOUTHERN CALIFORNIA , V :". V , - ' :' V - SOIL AND'TESTING, INC. P V ' '• V V REVIEWED BY: . V • , 'V* dV S ,, . • 'S ' ,. , V_ V V V V, ,,, -• , V •, ' r -------- - David J Akers', R C E #26815 SOUTHERN CALIFORNIA SOIL. AND TESTING, INC. ,. 6280 RIVERDALE STREET. P 0. BOX 20627 SAN DIEGO, CALIFORNIA 92120 (714) 280-4321 165 WEST ORANGETHORPE, PLACENTIA, CALIFORNIA 92670 (714) 524-9130 74-831 VELIE WAY. PALM DESERT, CALIFORNIA 92280 (714) 346-1078 678 ENTERPRISE STREET, ESCONDIDO, CALIFORNIA 92025 (714) 748-4544 JOB: " - SCST NO. SI. DATE The Gr:i 51300 3 9-21-82 BLDG. PERMIT p Way, Carlsbad Carlsbad k PLAN FILE NO :3s:10 ~ TYPE INSPECTION: Reinforced Concrete . E B'Ia GIN T ER MATERIAL INSPECTED yock & Willis & Associates '. Concrete: 2087'-(7 sk., 3000 psi with Pozz) CONTRA C TOR Waynes rete Co. 9-17-82 , Witnessed the placing of 54 cubic yardsóf 3000 psi concrete in the "-John Dondro-" •, four shear walls at lower level of the parking structure. Concrete - PCM 215 S.D. ' provided by Escondido Ready Mix, made 1 set (3 cylinders) of concrete samples. Specifically areas placed were, shear wall at lines B12 as shown on detail D1/S4, shear wall at lines A-8-9 as shown on detail C/S4 shear wall at lines C-8-9 as shown on detail C/S4 and shear wall BC-4 as shown on detail G/S4. I S E P 2,47982 CITY QF B DISTRIBUTION: Uliuing Departme,t (3)' Value Plus 'Industries. (1) City of Carlsbad . . . (1),SCS&T,Escondjdo - SOUTHERN CALIFORNIA - SOIL. AND TESTING, INC. REVIEWED BY: David J. Akers. R.C.E. #26815 . - :. SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 6280 RIVEROALE STREET, P 0. BOX 20627, SAN DIEGO, CALIFORNIA 92120 (714) 280-4321 166 WEST ORANGETHORPE, PLACENTIA, CLIF0RNIA 92670 (714) 524-9130 74-631 VELIE' WAY. PALM DESERT, CALIFORNIA 92260 (714) 346-1078 678 ENTERPRISE STREET, ESCONDIDO, CALIFORNIA 92025 (714) 746-4544 REPORT OF COMPRESSION TESTS FILE NUMBER: 51300 DATE October 26, 1982 )0 CONCRETE JOB: The Groves 0 MORTAR ADDRESS. 2310 Hosp Way, Carlsbad OGROUT OWNER:. ' 0 GUNITE ARCHITECT:' - 0 ENGINEER .- CONTRACTOR: wayne's Conrete Co. LOCATION IN STRUCTURE 2nd floor slab @ 10 lineand A CEI\AENTr ' Portland Type II ADMIXTURE ;: '. ,• Pozz AND: ......... Escondido Ready Mix 5: ,,ROCK:, .' Escondido Ready Mix MIX -NO. OR PROPORTIONS: p2087 7 sack TIME IN MIXER. MINUTES: 1 hr. 5 mm. SLUMP, INCHES: ' 4.75. - FABRICATED By: SCS&T, TRUCK NO: B59 TICKET NO: 56724 - LABORATORY NO ' 2374 2375 2376 MARK: DATE MADE: ,10-19,-82 ' Discarded DATE'RECEIVED:, 10-21-82 ' ..DATE TESTED: ' 10-26-82. 11-16-82 OIAMETER INCHES 6.00 AREA, SQ. INCHES: 28.27 MAXIMUM LOAD, LBS.. 88,000 124,500 . COMPRESSIVE STR., PSI: ' 3,110 4,400 . ' • 'AGE TESTEO. DAYS: , .7 Days 28 Days ,REQ'O PSI AT -2,8 DAYS: -- 4,000 '-- - - - - - - - UNIT WT./CU FT (PLASTIC): 9ISTRIBUTION:.(3) Value'Plüs Ind utries . (1) City of Carlsbad' (1SCS&T, Escondido VV SDUHERN CALIFORNIA SOIL AND TESTING.INC. REVIEWED BY • .' - - , -' - • . , David J. Akers, R.C.E. #26815 S ' • . -. - ,. I . ' REPORT OF COMPRESSION TESTS FILE NUMBER: 51300 .. DATE October 25, 1982 M CONCRETE JOB: The Groves S 0 MORTAR ADDRESS: 2310 Hasp Way, Carlsbad 0 GROUT OWNER: , . . . . . 0 GUNITE ARCHITECT: - 0 -ENGINEER: - . - 'CONTRACTOR:Waynes'Concrete LOCATION IN STRUCTURE: C line @ 11 line 2nd floor slab of parking structure CEMENT:' Type II -. . ADMJXTURE:,.', .. -Pozz SAND: ' Escondido Ready Mix , ROCK: .. . . Escondido Ready Mix MIX NO. OR. PROPORTIONS:2087 7 sack TIME IN MIXER. MINUTES: 1 hr.. 30 mm. SLUMP. INCHES: 4 5 . . FABRICATED eY:SCS&T • TRUCK NO:B-84 TICKET NO: 56673 .LABDRATORY NO: ' 2336 • 2337 2338 MARK- . 4 DATE MADE: . 10-18-82 Discarded DATE RECEIVED: 10-19-82 . . 'DATE TESTED: , .- 10-25-82 1I1582 DIAMETER, INCHES: ' -. 6.00 - AREA, SO. INCHES: . 28.27 - MAXIMUM LOAD. LBS.: 77,500 . 115,0_00 ; -4COMPRESSPVEST., PSI: ' 2,740 4,065 AGE TESTED, DAYS: ' 7 Days * 28 Days REQO PSI AT 28 DAYS: -4,000 UNIT WT/CU FT (PLASTIC): DISTRIBUTION: (3) Value Plus Industries '. ' (1) City of Carlsbad - . (1) SCS&T, Escondido S - .4 -. . SOUTHERN CALIFORNIA SOIL AND TESTING, INC. fly REV I E WED BY David J. Akers, R.C.E. #26815 6280 RIVERDALE STREET. P 0. BOX 20627. SAN DIEGO, CALIFORNIA 92120 (714) 280-4321 165 WEST. ORANGETHORPE. PLACENTIA, CLIFORNIA 92670 (714) 524-9130 74-831 VELIE WAY, PALM DESERT, CALIFORNIA 92260 (714) 346-1078 678 ENTERPRISE STREET. ESCONDIDO. CALIFORNIA 92025 (714) 746-4544 - 'L G SOUTHERN CALIFORNIA SOIL AND TESTING, INC 3 . 6280 RIVERDALE STREET, P 0. BOX 20627, SAN DIEGO, CALIFORNIA 92120 (714) 280-4321 165 WEST ORANGETHORPE, PLACENTIA, CSLIFORNIA 92670 (714) 524-9130 74-831 VELIE WAY, 'PALM DESERT, CALIFORNIA 92260 (714) 346-1078 . ., - 676 ENTERPRISE STREET. ESCONDIOD, CALIFORNIA 92025 (714) 746-4544 - REPORT OF COMPRESSION TESTS FILE NUMBER: 5130O' . DATE: October 27, 1982 CONCRETE JOB'The Groves - o MORTAR ADDRESS: 2310 Hosp Way,',Carlsbad 0 GROUT OWNER: • • ' . 0 GUNITE ARCHITECT: ..• 0 ENGINEER: . . _CONTRACT0R:wayfles Concrete Co. - - LOCATION IN STRUCTURE:-Ramp to second floor parking SE corner JCEMENT. . Portland Type II - AOMIXTURE: Pozz SAND: ' Escondido Ready Mix ,•• . . ROCK Escondido Ready Mix MIX No: OR PROPORTIONS: 2087 _7 sack TIME IN MIXER, MINUTES: i hr. 45 mm. SLUMP, INCHES: 3.75 . FABRICATED BY SCS&T TRUCK NO B-6 TICKET NO 56805 LABOATOR' NO: . 2400 2401 2402 ;"'MARK:' •--. :' . .. S - - .5 ' OATE MADE: . 10-20-82 . Discarded DATE RECEIVED: - 10-21-82 DATE TESTED: ' , .10-2782 . 111782 i-OIAMETER, INCHES: "' • -6.00 S , - ARE A, SQ. INCHES: 28.27 MAXIMUM LOAD. LEIS.: , 100,000 . 127,000 -COMPRESSIVE STR.. PSI: '- 3,540 4,490 AGE TESTED. DAYS: 7 Days ' 28 pays . REDO PSI AT 28 DAYS:. • 4,000 . UNITWTJCU.FT (PLASTIC): . - - . - -. S DISTRIBUTION: (3) Value Plus Industries - • (1) City of Carlsbad . '- •. -S - (1) SCS&T, Escondido i SOUTHERN CALIFORNIA SOIL AND TESTING, INC REVIEWED BY: - I - David J.- Akers, R.C.E. '#26815 - '.; SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 6280 RIVEROALE STREET, PD. BOX 20627, SAN DIEGO, CALIFORNIA 92120 - (714)280-4321 165 WEST DRANGETHORPE, PLACENTIA, CALIFORNIA 92670 (714) 524-9;3O 74-831 VELIE WAY, PALM DESERT, CALIFORNIA 92260 (714) 346-1078 - . - - 678 ENTERPRISE STREET, ESCONDIDO, CALIFORNIA 92025 (714) 746-4544 -, JOB:- - . V - SCST NO. . S.I. DATE The Grove ' V 51300 7 11-2-82 ADDRESS:. V - V V V BLDG. PERMIT NO. PLAN FILE NO. '. 2310 Hosp Wa9, Carlsbad, California Carlsbad 1982 ARCHITECT: . •. TYPE INSPECTION: - V Reinforced Concrete ' . ENGINEER: MATERIAL INSPECTED: V V Blaylock, Willis & Associates . Reinforcing Steel: -ASTM A615 Grade 60 CONTRACTOR: Concrete: 2087 (4000 psi 7 sack) . Waynes Concrete Company 10-18-82 '' - Inspected reinforcing on second floor of parking structure after minor Gregory A. Wolfram adjestments. Reinforcing appears acceptable. . Place concrete from 4 line to 12 line and B line to C line Cold joint ; V in slab from B to C line about 171V west f 12 line. Cause- Pump brakedown, Delay of 21, hours. V Contractor blocked out small area just west of 7.linè on C line 'for anchor plates to be imbeded in slab. Plates not o'n job at this time. V .. . 3-test cylinders taken from' concrete placed at 11 and C lines. . Slump 5.0", V 10-19-82' . Placed concrete from A to B lines and 4 to 12-lines. V. Gregory A Wolfram 3 test cylinders taken from 10 line to A line. -Slump 4.75. •V 10-20-82 Inspected, reinforcing for 2nd floor ramp, placed concrete in inspected Gregory A. Wolfram ' area, 3 test samples taken from SE corner of ramp. Slump 3-3/4. V V All.work appears acceptable per plans and spec's. ' V V V •' -- 1,-V . . - V 'a-- ,- •-.- ,.V. ' V V . V -. ,. V. V V• V DISTRIBUTION:' (3). Valu V e Plus Industries ' (1) -City of Carlsbad (1) SCS&T, Escondido V V ' SOUTHERN CALIFORNIA •, V SOIL AND. TESTING, INC. REVIEWED BY: David ....................................................... -' •-.- 'V. G SOUTHERN CALIFORNIA SOIL AND TESTING, INC. s-S 6280 RIVERDALE STREET. P 0. BOX 20627. SAN DIEGO, CALIFORNIA 92120 (714) 280-4321 165 WEST ORANGETHOPPE, PLACENTIA. CALIFORNIA 92670 (714) 524-9130 74-831 VELIE WAY, PALM DESERT, CALIFORNIA 92260 (714) 346-1078 - - 678 ENTERPRISE STREET. ESCONDIDO, CALIFORNIA 92025 (714) 746-4544 REPORT OF COMPRESSION TESTS FILE NUMBER: 51300 . DATE: October 5, 1982 R CONCRETE JOB: The Groves - 0 MORTAR ADDPESS: 2310 Hosp 'Way, Carlsbad 0 GROUT OWNER: . , . - ' 0 GUNITE ARCHITECT: -------- -- ----• ---------. ENGINEER:' CONTRACTOR: Waynes Concrete Co. - LOCATION IN STRUCTURE: -West end of retaining wall running from 1 line to 2 line CEMENT: * Portland Type II - ADMIXTURE: P'ozz 122N SAND: . Escondido Ready Mix ROCK: Escondido Ready Mix MIX NO, OR PROPORTIONS: 2086 6 sack TIME IN MIXER. MINUTES: 45 - -SLUMP -INCHES: - 5.5 FABRICATED BY: SCS&T - - TRUCK N01 TICKET NO: 335415 - LABORATORY NO: - 2016 2017 2018 MARK DATE MADE:. ' - 9-28-82 - DATE RECEIVED:' 9-29-82- DATE TESTED: ' 10-05-82 10-26-82 DIAMETER, INCHES: ., 6.00 AREA. SO. INCHE9 - 28.27 MAXIMUM LOAD. LBS.: - - 56,000 - 84,000 COMPRESSIVE STR.. PSI: 1,980 2,970 AGE TESTED. DAYS: •.-- Days 7 28 'Days REO'D PSI-AT 2BDAYS: '3,000 UNIT WT/CU.FT'(PLASTIC): -. - DISTRIBUTION (3) Value Plus Industries ' :-'-. -.- (1)' City of Carlsbad (1) SCS&T, • Escondido . • s_ LI - SOUTHERN CALIFORNIA SOIL AND TESTING, INC. - REVIEWED BY ............................................................... David J.-Ake,'s, R.C.E. #26815. G SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 4-S .6280 RIVEROALE STREET. P 0. BOX 20627. SAN DIEGO, CALIFORNIA 92120 (714) 280-4321 165 WEST ORANJGETHORPE. PLACENTIA, COLIFORNIA 92670 (714) 524-9130 74-831 VELIE WAY. PALM DESERT, CALIFORNIA 92260 (714) 346-1078 678 ENTERPRISE STREET, ESCONOIDO, CALIFORNIA 92025 (714) 746-4544 REPORT OF COMPRESSION TESTS FILE NUMBER: 51300 - OATE October 26, 1982 JCCONCRETE JOB: The Groves o MORTAR ADDRESS: 2310 Hosp Way, Carlsbad . 0GR0UT. OWNER: . 0 GUNITE. ARCHITECT: . . -------------------- -. ''--•--- CONTRACTOR: Waynes. Concrete Co. LOCATION IN STRUCTURE: 2nd floor slab@ 10 line and A CEMENT: Portland Type II ADMIXTURE: . Pozz SAND: Escondido Ready Mix ROCK: ' Escondido Ready Mix 'MIX NO. OR PROPORTIONS: 2087 . 7 sack . TIME IN MIXER. MINUTES: 1 hr. 5 mm. SLUMP, INCHES: 4.75 FABRICATED BY: SCS&T - TRUCK NO: B59 TICKET NO: 56724 LABORATORY NO: 2374 2375 2376 . MARK: DATE MADE:, 10-19-82 DATE RECEIVED: . 10-21-82 . . DATE TESTED: , 10-26-82 . DIAMETER, INCHES:' 6.00 AREA. SO. INCHES:28.27 MAXIMUM LOAD. LBS.: -- 88,000 COMPRESSIVE STR., PSI: 3,110 ' AGE TESTED. DAYS: . ' .7 Day's ' -REQ'D PSI AT 28 DAYS: ' 4,000 ' UNIT WT/CUFT (PLASTIC): - . . . DISTRIBUTION (3) Value Plus Industries- (1) City'of Carlsbad- (1) SCS&T',.Escondido - - -- SOUTHERN CALIFORNIA SOUL AND TESTING, INC. REVIEWED BY: David J. Akers, R.C.E..#268t5:: SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 6280 RIVERDALE STREET, P 0. BOX 20627, SAN DIEGO, CALIFORNIA 92120 (714) 280-4321 165 WEST ORANGETHORPE. PLACENTIA, CALIFORNIA 92670 (714) 524-9130 74-831 VELIE WAY, PALM DESERT, CALIFORNIA 92260 (714) 346-1078 - 678 ENTERPRISE STREET, ESCONOIDO, CALIFORNIA 92025 (714) 746-4544 REPORT OF COMPRESSION TESTS FILE NUMBER: 51300 . DATE: October 27, 1982 CONCRETE JOB: The Groves . 0 MORTAR ADDRESS: , 2310 Hosp Way, Carlsbad DGROUT OWNER: OGUNITE ARCHITECT: 0 ENGINEER --,.-.--.----..-, ------------------------- ------------- CONTRACTOR:Wayne5 Concrete Co. - LOCATION IN STRUCTURE: Ramp to second floor parking SE corner CEMENT: . Portland Type II - ADMIXTURE: - Pozz . SAND: Escondido Ready Mix ROCK: Escondido Ready Mix MIX NO. OR PROPORTIONS : 2087 7 sack TIME IN MIXER. MINUTES: 1 hr. 45 mm. SLUMP. INCHES: 3.75 FABRICATED BY: TRUCK NO: 8-6 TICKET NO: 56805 LABORATORY No: 2400 - 2401 - 2402 MARK: DATE MADE: 10-20-82 - - DATE RECEIVED: - 10-21-82 - DATE TESTED: 10-27-82 DIAMETER, INCHES: 6.00 AREA. SQ. INCHES: -, 28.27 MAXIMUM LOAD. LBS.: - 100,000 . . . COMPRESSIVE STR.. PSI: - 3,540 AGE TESTED. DAYS: - , 7 Days REQ'D PSI AT 28 DAYS: - 4',000' .. - UNIT WT/CU FT (PLASTIC): DISTRIBUTION (3) Value Plus Industries (1) City of Carlsbad (1) SCS&T, Escondido .............. . . - '-'--------:------ -------.--..-------------- .......=---- ------------- . -- - ---.- ,' - --,- - - - SOUTHERN CALFORNIA SOIL AND TESTING INC. - - , REVIEWED BY: David-- J. Akers; RC E. #26815--.--:--: - SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 6280 RIVERDALE STREET, P 0. BOX 20627. SAN DIEGO, CALIFORNIA 92120 (714)26 0-4321 165 WEST ORANGETHORPE, PLACENTIA, CLIFORNIA 92670 (714) 524-9130 74-831 VELIE WAY, PALM DESERT, CALIFORNIA 92260 (714) 346-1078 678 ENTERPRISE STREET, ESCONDIDO, CALIFORNIA 92025 (714) 746-4544 REPORT OF COMPRESSION TESTS V FILE NUMBER: 51300 .. DATE: October 25, 1982 - CM CONCRETE JOB: The Groves 0 MORTAR ADDRESS: 2310 Hosp Way, Carlsbad V V OGROUT OWNER: V 0 GUNITE ARCHITECT: - 0 ENGINEER: CONTRACTOR:Waynes Cqpefte-... V / V . LOCATION IN STRUCT RE: C line @'li 1 ne 2nd. floor slab of parking structure V CEMENT: Type II V Pozz SANO: do Ready Mix ROCK: EscOndido Ready Mix MIX NO. OR PROPORTIONS:2087 7 sack TIME IN MIXER, MINUTES: 1 hr. 30 mm. V SLUMP, INCHES: V 5 FABRICATED BY:SCS&T V TRUCK NO: B-84 TICKET NO: 56673 LABORATORY NO: . 2336 2337 2338 MARK: V V V V ' . DATE MAOE: 10-18-82 VV V DATE RECEIVED: DATE TESTED:. 10-25-82 V DIAMETER, INCHES: ,V V ,76Z - V AREA. SQ. INCHES V -28.27 \ V MAXIMUM LOAD. LEIS.: . COMPRESSIVE STR. PSI: ( 2,740 y ] AGE TESTED, DAYS: . 7 Days J V V ..RED'D PS!.AT-.28 DAYS: -. 4,001)- UNIT WT/CL FT (PLASTIC): ,OIsTIBUTIoN: (3) Value Plus Industries V q'z 7f (1) City of Carlsbad V ' (1)SCS&T, Escondido V ' V SOUTHERN CALIFORNIA SOIL AND TESTING, INC. V • REVIEWED BY: :.. VVV1 - V' - - V• - V V - V David J. Akers, R.C.E. #26815 -•- ,. ..., V SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 6280 RIVERDALE STREET, P 0. BOX 20627, SAN DIEGO. CALIFORNIA 92120 (714) 280-4321 165 WEST ORANGETHORPE, PLACENTIA. CALIFORNIA 92670 (714) 524-9130 - 74-831 VELIE WAY. PALM DESERT. CALIFORNIA 92260 (714) 346-1078 678 ENTERPRISE -STREET. ESCONOIDO. CALIFORNIA 92025 (714) 746-4544 REPORT OF COMPRESSION TESTS FILE NUMBER: 51300 DATE October 1, 1982 CONCRETE JOB: The Grove Parking Structure 0 MORTAR ADDRESS: 2310 Hosp Way, Carlsbad , GROUT OWNER: OGUNITE ARCHITECT: Blaylock & Willis & Associates . ENGINEER: - CONTRACTOR:Waynes Concrete Co-.'. . 'LOCATION IN STRUCTURE: Foàting and stem wall at ramp line 2 . CEMENT: Portland Type I/Il ADMIXTURE: - ' Pozz SAND: Escondido Ready Mix ROCK: 'Escondido Ready Mix MIX NO. OR PROPORTIONS: 2085 5.7 sack TIME IN MIXER, MIN UTES: 120 SLUMP.INCHES: ' 4 - FABRICATED BY: John Dondro TRUCK NO:20 TICKET NO: 55867 LABORATORY NO: 1983 1984 1985 - MARK: A B C DATE MADE: 9-24-82 Discarded DATE RECEIVED: 9-28-82 DATE TESTED: 10-01-82 10-22-82 DIAMETER. INCHES: , ' 6.00 - - AREA. SQ. INCHES: . 2827 MAXIMUM LOAD. LBS.: .66,000 94,800 -COMPRESSIVE STR.. PSI: - 2,330 3,350 AGE rESTEO. DAYS: ' 7-Days 28 Days REGO PSI AT 28 GAYS: 3,000 UNIT WT./CU FT (PLASTIC): - DISTRIBUTION: (3) Value Plus Industries -. .. (1) City of Carlsbad . . -:(i). SCS&T, Escondido , . - SOUTHERN CALIFORNIA ,. . • . . . SOIL AND TESTING, INC. REVIEWED BY: David JAkes,RCE#26815 st . ,.1..• SOUTHERN CALIFORNIA SOIL. AND TESTING, INC. 62B0 RIVEROALE STREET, P o. BOX 20627, SAN DIEGO, CALIFORNIA 92120 714) 280-4321 165 WEST ORANGETHORPE, PLACENTIA, CALIFORNIA 92670 (714) 524-9130 74-631 vELIE WAY, PALM DESERT. CALIFORNIA 92260 (714) 346-1078 678 ENTERPRISE STREET, ESCONOIDO, CALIFORNIA 92025 (714) 746-4544 REPORT OF COMPRESSION TESTS FILE 'NUMBER: 51300 DATE: September 28, 1982 M CONCRETE JOB: The Grove .Parking Structure, Carlsbad MORTAR ADDRESS: 2310 .Hosp Way GROUT OWNER: , - 0 GUNITE ARCHITECT: Blaylock Willis &, Associates o ENGINEER.i --.CONTRACTOR:WayfleS Concrete --,LOCATION IN STRUCTUE:.All columns ",,CEMENT: .- - Portland Type I/Il ADMIXTURE: SANO Escondido Ready Mix , R0CK: ., . Escondido Ready Mix - MIX NO. OR PROPORTIONS: 2087 7 sack . -TIME IN MIXER, MIN UTES: 50 - SLUMP,1NCHES: -• 3.1. 2 - . FABRICATED BY:Johfl Dondro . TRUCK NO: B6 TICKET NO 55632 . . LABORATORY NO: 1907 . 1908 1909 , -,MARK: ' :-- A B C OATE'MAOE: ., . 9-21-82 Discarded- DATE RECEIVED: .. 9-24-82 DATE TESTED: . 9-28-82 10-19-82 DIAMETER, INCHES: .6.00 AREA. 90. INCHES: . 28.27 MAXIMUM LOAD, LBS.: 93,500 114,000 .:COMPRESSIVE STR.. PSI: , 3,310 49 030 . AGE TESTED, DAYS: 7 Days 28 Days - . .• RE0DPSIAT28 DAYS': .,UNIT WT./CU FT (PLASTIC): - ._. _____________________ __________ • DISTRIBUTION (3) Value Plus Industries __________ __________ (1)City of Carlsbad (1) SCS&T, Escondido \U SOUTHERN CALIFORNIA SOIL. AND TESTING. INC. - . - - REVIEWED BY: -. David J. Akers, R.C.E. #26815 SOUTHERN CALIFORNIA SOIL AND TESTING, INC. Rfl RI\/FRDALE STREET. P 0. BOX 20627. SAN DIEGO, CALIFORNIA 92120 (714) 280-4321 165 WEST ORANGETHORPE, PLACENTIA. CLIFORNLA 92670 (714) 524-9130 74-831 VELIE WAY, PALM DESERT, CALIFORNIA 92260 (714) 346-1078 678 ENTERPRISE STREET, ESCONJOIDO, CALIFORNIA 92025 (714) 746-4544 REPORT OF COMPRESSION TESTS . FILE NUMBER: 51300 ,. DATE: September 24, 1982 CONCRETE The Grove Parking Structure . 0 MORTAR ,.AOORESS: 23I0 Hasp Way, Carlsbad 0 GROUT OWNER:' 0 GUNITE - RCHITECT Blaylock & Willis & Associates 0 ,• ENGINEER: CONTRACTOR: Waynes Concrete . . LOCATION IN STRUCTURE: Shear wall at -line C- 8,9 CEMENT: , .., Portland Type 1111 ADMIXTURE: .Pozz , SAND . Escondido Ready Mix ROCK: • Escondido Ready. Mix - MIX NO. OR PROPORTIONS: 2087 7 sack . . TIME IN MIXER, MINUTES: 80 SLUMP. INCHES: 4 . . . FABRICATED BY: John Dondro TRUCK No: B81 ' TICKET NO: 334302 LABORATORY NO: . 1896 1897 1898 MARK: ..., . - A ' B C DATE MADE 9-17-82 Discarded DATE RECEiVED: 9-22-82 DATE TESTED: . 9-24-82 10-15-82 DIAMETER? INCHES: " 6.00 AREA, S0:INCHESH. 28.27 , MAXIMUM LOAD. LBS... 61,000 97,000 COMPRESSIVE STR., PSI: -' 2,160 3,430 ,AGE TESTED, DAYS: 7 Days 28 Days REO'D PSI AT 28 DAYS: 3,000 UNIT WT./CU FT (PLASTIC): DISTRIBUTION: (3) Value Plus Industries . - (I) SCS&T, Escondido .. . .(1) City of Carlsbad . C p /1 •. A ' SOUTHERN CALIFORNIA SOIL AND TESTING, INC. REVIEWED BY (Jv :1 JAkers,R#26815 1 - - SOUTHERN CALIFORNIA SOIL AND TESTING, INC. , 6280 RIVEROALE STREET, P 0. BOX 20827 SAN DIEGO. CALIFORNIA 92120 (714) 280-4321 iBS. WEST ORANGETHORPE, PLACENTIA, CALIFORNIA 92670 (714) 524-9130 ,,74-831 VELIE WAY, PALM DESERT, CALIFORNIA 92260 (714)346-1078 678 ENTERPRISE STREET, ESCONOIDO, CALIFORNIA 92025 (714) 74674544 JOB: • , . SCST NO. SI. DATE The Groves 51300 2 9-14-82 ADDRESS: . BLDG. PERMIT NO. PLAN FILE NO. 2310 Hosp Way I Carlsbad 1982 .1 -. . ARCHITECT: TYPE INSPECTION . Reinforced Concrete ENGINEER: MATERIAL INSPECTED Blaylock Willis & Associates ;Reinforcing Steel: ASTM A615 Gr. 60 CONTRACTOR: Concrete 2085'.(5.7 sk , 3000 psi) Waynes Concrete -- Inspected the following footings "A" line from 4 to 7, 12 line from "B" Greg A Wolfram to "C", all of "C" line, and all of 4 line footings Reinforcing appears to be acceptable per plans Witnessed the placing of concrete in inspected areas Three test samples fabricated from "A" line @ 4, slump 3.75.. SOUTHERN CALIFORNIA. SOIL AND TESTING, INC. REVIEWED BY: David J. Akers, R.C.E. #26815 SOUTHERN CALIFORNIA SOIL AND TESTING, INC. •' 6280 RIVEROALE STREET, P 0. BOX 20627. SAN DIEGO, CALIFORNIA 92120 (714) 280-4321 165 WEST ORANGETHORPE, PLACENTIA, COLIFORNIA 92670 (714) 524-9130 74-831 VELIE WAY, PALM DESERT. CALIFORNIA 92260 (714) 346-1078 678 ENTERPRISE STREET, ESCONDIDO, CALIFORNIA 92025 (714) 746-4544 REPORT OF COMPRESSION TESTS FILE NUMBER: 51300'. DATE: September 9, 1982 CONCRETE 'JOB: : The Grove Appartment Condominium 0 MORTAR ADDRESS: '2310 HOSp Way, Carlsbad OGROUT OWNER: 0 GUNITE ARCHITECT: Blaylock '& Willis Associates ENGINEER: ' coNTRACToRwaynes Concrete Co. : LOCATION IN STRUCTURE :CajssQns CEMENT: 'Portland I/Il. ADMIXTURE: ' Pozz.122N ' SAND:Escondido Ready Mix ROCK Escondido Ready Mix MIX NO. OR. PROPORTION 5.7 'sack TIME IN MIXER, MIN UTES60 SLUMP, INCHES:, 2 FABRICATED BY: John Dondro , TRUCK NO: TICKET NO: 55089 LABORATORY NO: 1609 1610 1611 MARK:': A ' B :: c DATE MADE: , , 941-82. DATE RECEIVED: ' ' 9-08-82 DATE TESTED: 9-09-82 —DIAMETER, INCHES: ' ' 6.00 AREA. SO. INCHES: .. ' 28.27' MAXIMUM LOAD. LBS.: , ' 90,000 , .COMPRESS:IVE S,TR., PSI': 3,180, AGE TESTED. DAYS: 8 Days REDO PSI AT 28 DAYS:, 3,000 UNIT WT/CU FT (PLASTIC): DISTRIBUTION':, (3) Value Plus Indutries (1) S'CS&T, ,Escondi'do', ' SOUTHERN CALIFORNIA SOIL 'AND TESTING, INC REVIEWED BY: David J A ers, R.C.E. #26815 AND-TESTING, INC.:. SOUTHERN CALIFORNIA SOIL ' •. - 6280 RIVERDALE STREET. P 0. BOX 20627, SAN DIEGO, CALIFORNIA 92120 (714) 280-4321 C - 165 WEST ORANGETHORPE, PLACENTIA, COLIFORNIA 92670 (714) 524-9130 74-831 VELIE WAY, PALM DESERT, CALIFORNIA 92260 (714) 346-1078 ,- 678 ENTERPRISE STREET, ESCONDIDO, CALIFORNIA 92025 (714) 746-4544 'REPORT OF COMPRESSION TESTS FILE. NUMBER: .51300 . DATE: September 10, 1982 (X CONCRETE JOB: -Th Grove Parking Structure 0 MORTAR ADDRESS: 2310 Hosp Way, Carlsbad . OGROUT OWNER; ' 0 GUNITE ARCHITECT: Blaylock Willis & Associates . 0 ENGINEER: CONTRACTOR Waynes Concrete Co LOCATION IN STRUCTURE: Column footings and grade beam at line A-b CEMENT: Port1andType 1 ' ' ADMIXTURE Pozz SAND Escondido Ready Mix ROCK: , ' Escondido. Ready Mix MIX NO. OR PROPORTIONS:; 2085 5.7 sack TIME IN MIXER, MINUTES:' 60. SLUMP, INCHES: ,, . to lit FABRICATED BY: John 'Dóndro TRUCK NO 84' TICKET NO: 55165 ' LABORATORY NO: , .., 1615 1616 ' 1617 MARK Control Set D E F DATE MADE 9-03-82 DATE RECEIVED: 9-08-82 'DATE TESTED: - ' ' 9-10-82 DIAMETER, INCHES: 6.00 , APEA,SQ.'INCHES. '' 28.2:7: ; MAXIMUM LOAD, LBS.: 85,500 'COMPRESSIVESTR., PSI: , '3,020 AGE TESTED, DAYS: ' 7 Days' S REDO PSI AT 28 DAYS:. 3,000 UNIT'-WT/CU FT (PLASTIC): ' DISTRIBUTION:. (3) Value Plus Indu's tr'ies SOUTHERN CALIFORNIA SOIL AND TESTING, INC.' 'I' •". '• J •, . REVIEWED BY: David J. Aker, R.C.E. '#26815' SOUTHERN CALIFORNIA SOIL AND TESTING, INC. * - 6280 RIVERDALE STREET, P 0. BOX 20627 SAN DIEGO, CALIFORNIA 92120 (714) 280-4321 165 WEST, ORANGETHORPE, PLACENTIA, CLIFORNIA 92670 (714)524-9130 - 74-031 VELIE WAY. PALM DESERT, CALIFORNIA 92260 (714) 346-1078 S 678-ENTERPRISE STREET. ESCONOIDO, CALIFORNIA 92025 (714) 746-4544 REPORT OF COMPRESSION TESTS FILE NUMBER 51300 1 DATE September 10, 1982 E CONCRETE JOB: - . .-- The Grove Parking Structure 0 MORTAR -ADDRESS: .2310Hosp Way, Carlsbad . OGROUT .'OWNER: :. DGUNITE 'ARCHITECT:. Blaylock & Willis & Associates 0 - ENGINEER: .. . 'CONTRACTOR:Wayfles Concrete Co. LOCATION IN STRUCTURE: Column footir'igs B5 & B6 and shear wall footing starting south of shear 'CEMENT: - -... . Portland Type I/Il - (wall & thru to column footing FA near line 1: ADMIXTURE Pozz SAND:- Escondido:;Ready- Mix ROCK: '-' Escondido Ready Mix , ,MIX No. OR PROPORTIONS: 2085 TIME IN MIXER, MINUTES: SLUMP, INCHES: - - to in - FABRICATED BY:Johfl. Dondro TUCK NO: 48 TICKET NO: 55164 LABORATORY NO: 1612 .1613 - 1614 MARK:. A. B C DATE MADE: • 9-03-82 . . . DATE RECEIVED: 9-08-82 ' : •. • . : DATE TESTED: ... •, 910-82 DIAMETER, INCHES: 6.00. AREA,:SQ.INCHES-:; : •• 28.2.7..: MAXIMUM LOAD. LBS.: • 76,500 . .• . . * COMPRESSIVE STR., PSI: 2,710. • - : . AGE TESTED, DAYS: 7 .Days REDO PSI AT 28 DAYS: 3,000 • •• • . . UNIT WT/CU FT (PLASTIC): DISTRIBUTION: (3) Value Plus Industries . - (1:) SCS&T-, Escondido . . . SOUTHERN CALIFORNIA SOIL AND TESTING, INC. - . . REVIEWED BY: - ' . . .. .• . .. . . . David J. Akers, R.C.E. #26815 BOUTHEPr —CAUFDNIA'BOIL' ANc—ESTING, INC. 6280 PIVERDALE STREET.. P 0. BOX 20627, SAN DIEGO, CALIFORNIA 92120 (714) 280-4321 165 WEST ORANGETHORPE, PLACENTIA, CALIFORNIA 92670 (714) 524-9130 74-831 VELIE WAY, PALM DESERT, CALIFORNIA 92260 (714) 346-1078 678 ENTERPRISE STREET, ESCONDIDO, CALIFORNIA - 92025 (714) 746-4544 JOB: . . . SCST NO. S.I. DATE The''Grové :• 51300 1 9-10-82 ADDRESS: ': •: . , S BLDG. PERMIT NO. PLAN FILE NO. 2310. Hosp Way, Carlsbad , Carlsbad 1982 ARCHITECT: '1 TYPE INSPECTION:'. Reinforced Concrete ENGINEER: MATERIALINSPECTED: .; Blaylock Willis & Associates Reinforcing Steel: .ASTM A615 Gr. 60 CONTRACTOR: t Co.Concrete': 2085 (5.7 sk., 3000 psi) aynes Concrete 9-01-82 . : PrOvided' continual inspection for the placing of' 27 cu. yd. of concrete JohnDondro. ', ;in' the caissons. Concrete provided' by Escondido Ready Mix. Made 1 PCM 2I5 S.D.' • . sét.'of concrete samples.. Concrete was-placed directly from the truck chute and vibrated continually from bottom to the top of the caisson 9-03-82 Inspected the placing of 40 cubic yards of concrete in the columñ;footing John Dondro grade beams and ,tiebeams of the foundation system. • Concrete provided PCM 215S.D. Escondido Ready 'Mix,: 2085:with pozz.122N.,Made.2 sets of concrete samples First load of concrete delivered appeared to be improperly S •• • . . S S • S • S S • batched.: Load seemed to contain only sand, cement, water and additive. (No P or other aggregate) Load was rejected SOUTHERN CALIFORNIA SOIL AND TESTING, INC 6280 RIVERDALE STREET. P 0. BOX 0627 SAN DIEGO, CALIFORNIA 92120 (714) 280-4321 , ' 165 WESTORANGETHORPE, PLACENTIA, CO.LIFORNIA 92670 (714) 524-9130 74-831 VELIE WAY. PALM DESERT, CALIFORNIA 92260 (714) 346-1078 -- - 678 ETERPRISE STREET. ESCONOIDO, CALIFORNIA 92025 (714) 746-4544 REPORT OF COMPRESSION TESTS FILE NUMBER 51300 DATE September 14, 1982 W CONCRETE JOB: The Groves.Parking Structure . OrViORTAR ADDRESS: 2310'Hosp , Way OGROUT ,-OWNER: - 0 GUNITE ARCHITECT: Blaylock Willis & Associates 0 ENGINEER: : CONTRACTOR: Waynes Concrete LOCATION IN STRUCTURE: A-line @ 4 CEMENT: . .., Portland Type II 'ADMIXTURE: POZZ. 122N ,-.SAND: •. ,: .. •Escondi.do ReadyMix ROCK: - Escondido Ready Mix MIX NO. OR PROPORTIONS: 2085 5.7 sack - TIME IN MIXER, MINUTES: 50 SLUMP INCHES: ' 375 FABRICATED BY: SCS&T TRUCK NO: B48 TICKET NO: 333456 LABORATORY NO: 1712 1713 1714 MARK: DATE MADE:- ' - 9-07-82 DATE RECEIVED: :: 9-10-82 --- DATE TESTED: 9-14-82 0 ,DIAMETER, INCHES: :6.00.:.- AREA,SO..INCHES: 28.27 MAXIMUM LOAD. LBS.: ' 45,000 COMPRESSIVE STR., PSI: 1,590 • AGE TESTED, DAYS: 7 Days - REDO PSI AT 28 DAYS: 3,000 UNIT WT/CU FT (PLASTIC): DISTRIBUTION: (3) Value Plus Industries (1) SCS&T, Escondido • . 0 SOUTHERN CALIFORNIA - . - SOIL AND TESTING, INC.. * - . 0 • REVIEWED BY: 0, • - •-- , - - David J. Akers, R.C.E. #26815 SOUTHERN CALIFORNIA SOIL AND TESTING, INC. - - 6280 RIVERDALE STREET. P 0. BOX 20627 SAN DIEGO, CALIFORNIA 92120 (714) 280-4321 165 WEST DRANGETHORPE, PLACENTIA, CALIFORNIA 92670 (714) 524-9130- 74-831 VEL,16 WAY, PALM DESERT, CALIFORNIA 92260 (714) 346-1078 678 ENTERPRISE STREET, ESCONDIDO. CALIFORNIA 92025 (714) 746-4544 .LREPORT OF COMPRESSION TESTS j FILE NUMBER: 51300 DATE: September 10, 1982 JC0NCETE , JOB: The Grove Parking Structure - o MORTAR 1.AODRESS: 2310 Hosp Way, Carlsbad 0 GROUT : OWNER: - 0 GUNITE tARCHITECT: Blaylock & Willis & Associates o .ENGINEER: ICONTRACTOR:Waynes Concrete Co. . LOCATION IN STRUCTURE: Column footings B5 & B6 and shear wall footing starting south of shear CEMENT: , Portland Type I/IF (wall & thru to column footing FA near line L ADMIXTURE: - Pozz , SANO:, . Escondido Ready Mix . . ROCK: ' , Escondido Ready Mix . MIX NO. OR PROPORTIONS: 2085 TIME IN MIXER, MINUTES: SLUMP, INCHES: , to i - : FABRICATED BY:john Dondro TRUCK NO: 48 TICKET NO: 55164 LABORATORY NO:' 1612 1613 1614 MARK: A B C : DATE MADE: 9-03-82 Discarded 'DATE RECEIVED: " . 90882 DATE TESTED: . 9-10-82 10-01-82 - DIAMETER. INCHES: ' 6.00 %AR. EA.SQ.INCHES: . 28.27 MAXIMUM LOAD, LBS.:' 76,500 102,000 COMPRESSIVE STR., PSI: ' 2,710 3,610- AGE TESTED. DAYS: -. 7. Days 28 Days REO'D PSI AT 28 DAYS: - UNIT WT/CU FT (PLASTIC): ' 39 000 R E C .E I V E D DISTRIBUTION: (3) Value Plus Industries -.. OCT5 4982 - -, - •.:' .(l),SCS&T, Escondido CITY OF CARLSBAD : (i) City of Carlsbad Building Department SOUTHERN CALIFORNIA SOIL AND TESTING, INC. - - - - - REVIEWED BY: . SOUTHERN CALIFORNIA SOIL AND TESTING, INC. -. 6280 RIVEROALE STREET. P 0. BOX 20627. SAN DIEGO. CALIFORNIA 92120 (714) 2B0-432l " 165 WEST ORANGETHORPE.PLACENTIA. CALIFORNIA, 92670 (714 524-9130 - I- 74-831VELIE WAY. PALM DESERT. CALIFORNIA 92260 (714)346-1078 V 678 ENTERPRISE STREET ESCONDIDO CALIFORNIA 92025 (714) 746-4544 REPORT OF COMPRESSION TESTS V V FILE NUMBER: 51300 V V DATE: September 14, 1982 E CONCRETE JOB: The Groves Parkiiig Structure V V 0 MORTAR ADDRESS: VV 2310 Hosp Way . o GROUT V OWNER: V V V V V 0 GUNiTE V ARCHITCT: Blaylock Willis& Associates ENGINEER:' V CONTRACTOR: Waynes Concrete V V LOCATION IN STRUCTURE: A line @ 4 V . CEMENT Portland Type II - 4ADMIXTURE: Pozz 122N V Escondido Ready Mix SAND: ROCK: . V .-'Escondido Ready Mix V r'1IX NOOR PROPORTIONS: 2085; 5.7 sack V ' TIME IN MIXER. MiNUTES: 50 . V SLUMP. INCHES V V 3-.75 V - FABRICATEO BY:, SCS&T. TRUCK ND:B48 V TICKET NO: 333456 V -'LABORATORY NO: 1712 V - 1713 1714 V MARK:*V V V V DATE MADE: V OATE'RECEIVED: : V 9-07-82 9-10-82, V V cjJ DATE TESTED: V 9-14-82 10-0542 V V V V V V.0IAMET ,IN . 6.00 AREA. SO: INCHES:. •-. -28.27 V MAXIMUM LOA0.LBSV: V• -. 45,000 75,000 V COtv1PRESSIVESTRV1PSIV: 1,590 2,650 • AGE TESTED, DAYS:V. V V -7 Days. 28 Days - V V REQOPSIAT 28.OAYS:' 3,000 WT/CU- FT (PLASTIC): - DISTRIBUTION:.(3) Value Plus Industries (1) V SCS&T, Escondido V - (1) City of Carlsbad V VV • V V • V ' - V • • V V : ' - V V V • V V ' V a 4 SOUTHERN CALIFORNIA SOI L AND TEST', INC - REVIEWED BY David J Akers, R C E #26815 - • -• - . - b SOUTHERN CALIFORNIA SOIL AND TESTING,' INC. 6280 RIVERDALE STREET, P 0. BOX 20627, SAN DIEGO, CALIFORNIA 92120 (714) 280-4321 185 WEST ORANGETHORPE. 'PLACENTIA. CALIFORNIA 92670 (714) 524-9130 - -. 747831 VELIE WAY. PALM DESERT, CALIFORNIA 92260 (714) 346-1078 678 ENTERPRISE STPEET, ESCONDIDO, CALIFORNIA 92025 (714) 746-4544 REPORT OF 'COMPRESSION TESTS FILE NUMBER: 51300 DATE: October 5, 1982 CONCRETE ,JOB: . The roves . . ' ' 0 MORTAR 'ADDRESS: 2310 Hosp 'Way,. Carlsbad 0 GROUT OGUNITE ARCHITECT: ., ENGINEER .' . . . CONTRACTOR: Waynes Concrete Co. LOCATION IN STRUCTURE: West end of retaining wall ruining from 1 line to'2- line -'- Portland Type Ii ADMIXTURE: .. . Pozz 122N' , /' . ', ,.SNO: ' Escondido Ready Mix ROCK: , . Escondido Ready Mix MIX NO. OR PROPORTIONS: 2086 ' ' 6' sack ' TIME IN MIXER; MINUTES: 45 .. - SLUMP, INCHES: , 5 5 FABRICATED BY SCS&T TRUCK N081 TICKET NO 335415 LABORATORY NO: ,, 2O6 2017 2018 ,MARK:, ' -., V 'DATE MADE: ' , 9-28-82 ' 0 DATE RECEIVED: 9-29-82 DATE TESTED:,, . 10-05-82 ,OIAMETER, INCHES: ' '. 6.00 ..',AREA.SQ.INCHES: -- 28.27 Y 1 'I 'MAXIMUM LOAD, LBS.: :56,000 ,c,OMPRESSIvE.STR., PSI :n AV 1,980 AGE TESTED. DAYS:' 7 Dys AEQ'O PSI AT 28 DAYS: '3,000 •. - . . ' UNIT WT/CU FT(PLASTIC): . DISTRIBUTION:' (3) Value Plus Industies (1) City pf Carlsbad (I) SCS&T, Escondido '• .. ,•• . - I- - •. '. '- . -_. -, , - -, 1,s s SOUTHERN CALIFORNIA SCIL AND TESTING, INC. - REVIEWED BY: ............................ . • - David J Ake s,,R C E #26815 ' :---. . - ' '4 r SOUTHERN CALIFORNIA SOIL AND TESTING, INC. - 62B0 RIVERDALE 'STREET. P 0. BOX 20627 SAN DIEGO, CALIFORNIA 92120 (714) 280-4321 - 165 WEST ORANGETHORPE, PLACENTIA, CLIFORNIA 92670 (714) 524-9130 - 74-831 VELIE WAY, PALM DESERT, CALIFORNIA 92260 - (714) 346-1078 678 ENTERPRISE STREET, ESCONDIOO.'CALIFORNI,A 92025 (714) 746-4544 REPORT OF COMPRESSION TESTS FILE NUMBER: 51300 DATE: October I, 1982 jX CONCRETE The Grove Parking Structure OMOR TAR , ,.ADDRESS: Hasp Way, .2310 Carlsbad GROUT OWNER: . . . . . - 0 GUNITE ARCHITECT: , Blaylock & Wi1lis& Associates ENGINEER: . . . CONTRACTOR 'Waynes Concrete Co LOCATIONJIN STRUCTURE Footing and stem wall at ramp line 2 CEMENT -' Portland Type I/Il ..AOMIXTURE: :- Pozz ,SAND: Escondido Ready Mix ROCK Escondido Ready Mix MIX NO, OR PROPORTIONS: 2085. 5.7-' sack , .,TIME IN MIXER, MINUTES: 120' ' SLUMP, INCHES: . 4 . . . FABRICATED BY John Dondro TRUCK NO 20 TICKET NO 55867 'LABORATDRY'NO: . 1983 1984 1985 . MARK A B C 1DATE MADE :9-24-82 DATE RECEIVED: .: DATE TESTED 9-28-82 10-01-82 . ' V \'\\ DIAMETER, INCHES: . '6.00 SO. INCHES: 28.27 ' \ MAXIMUM LOAD, CBS.. '-' ' '66 000 COMPRESSIVE STR., PSI.:, 2 ,330 . AGE TESTED, DAYS: 7 Days REDO PSI AT 28 DAYS: 'UNJIT WT./CUFT (PLASTIC): - ' 3000 REC!VE'. .'6ITiBUTION:.(3) Value Plus IndustHes OCT 5 1982 (1) City of Carlsbad (I) SCS&T, Escondido CITY OF CARLSBAD Building Department - SOUTHERN CALIFORNIA SOIL AND TESTING, INC REVIEWED BY I' ') David J Akers, R C E #26815 I •:,,,, '. • - . - •l,. .. .' - SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 6290 RIVERDALE STREET, P 0. BOX 20627, SAN DIEGO, CALIFORNIA 92120 (714) 280-4321 165 WEST ORANGETHORPE, PLACENTIA, CLIFORNIA 92670 (714) 524-9130 - 74-831 VELIE WAY, PALM DESERT, CALIFORNIA 92260 (714) 346-1078 678 ENTERPRISE STREET; ESCONDIDO, CALIFORNIA 92025 (714) 746-4544 - -- REPORT OF COMPRESSION TESTS FILE NUMBER: 51300 DATE September 10, 1982 (X CONCRETE JOB:,, :- The Grove Parking StructUre " . S . 0 MORTAR ADDRESS. 2310 Hosp Way, Carlsbad OGROUT, • OWNER: , . .' - 0 GUNITE ARCHITECT: Blay.lock Wi1l.is &Associates ENGINEER: :-CONTRACTOR:Wayfles Concrete Co.: LoCATION -IN sTRucTupE Column footings and grade beam at line A-10 CEMENT Portland Type I/Il ADMIXTURE: :- Pozz . SAND Escondido Ready Mix ROCK: ' . . •' Escondido Ready Mix MIX NO OR PROPORTIONS 2085 , 5.7 sack TIME IN MIXER. MINUTES: 60 . ., SLUMP, INCHES: ., to P FABRICATED BY: John Dondro TRUCK NO: 84 ' TICKET NO: 55165 fr -LABORATORY NO: - 1615 1616 1617 . MARK:-Control Set D E F DATE MADE:. 9-03-82 Discarded OATE RECEIVED: . : . 9-08-82 DATE TESTED: -'-5 9-10-82 10-01-82 . DIAMETER, INCHES: , 6.00 AREA. SO. INCHES: ' 28.27 - 4/ MAXIMUM LOAD, LEIS.:' 85,500 112,500 \ COMPRESSIVE STR., PSI: ' 3,020 3,980 AA AGE' TESTED, DAYS: 75 Days .28 Days \ 'REQ'DPSI AT 28 OAYS: 3',000 , UNIT W T/C U FT (PLASTIC): 41 E C E I V E D DISTRIBUTION (3) Value Plus Industries OCT 5 (1) '982 City of Carlsbad SCST,Escondido CITY OF CARLSBAD Building Department SOUTHERN CALIFORNIA -4 SOIL AND TESTING INC '4, S 3 4 REVIEWED BY: - 'David J Ake', R CE #26815 '4 :- :... . •'.- -. •. 4 . - ' :. '-". •' . 'SOUTHERN CALIFORNIA SOIL AND TESI\NG, INC. 6280 RIVEROALE STREET, P 0. BOX 20627, SAN DIEGO, CALIFORNIA 92120 (714)280- 4321 165 WEST ORANGETHORPE. PLACENTIA, CLIFORNIA 92670 (714) 524-9130 74-831 VELIE WAY, PALM DESERT. CALIFORNIA1 92260 (714) 346-1078 678 ENTERPRISE STREET. ESCONDIDO, CALIFORNIA 92025 (714) 746-4544 REPORT OF COMPRESSION TESTS FILE NUMBER: 51300 . DATE: October 5, 1982 CONCRETE JOB: The Groves -, o MORTAR ADDRESS: 2310 Hosp Way, Carlsbad OGROUT OWNER: . 0 GUNITE ARCHITECT:. ''. . . 0 ENGINEER: CONTRACTOR. Waynes COncrete Co. . LOCATION IN STRUCTURE: West end of ,retaining wall, running from 1 line to-2 line. - , CEMENT: . Portland Type II - ADMIXTURE:-.!.Pozz 122N .. . . SAND: ., Escondido Ready Mix ROCK: , Escondido Ready Mix MIX NO. OR PROPORTIONS: 2086- 6 sack , TIME IN MIXER, MINUTES: 45 SLUMP, INCHES. .. . 5.5 - FABRICATED BY: SCS&T . TRUCK N081 , TICKET NO 335415 LABORATORY NO: 2016 2017 2018- MARK:, .. .... DATE MADE: ' ' 9-28-82 . . . DATE RECEIVED: . . 9-29-82 DATE TESTED: . 10-05-82 10-26-82 111282 DIAMETER, INCHES: -. ' 6.00 . . . AREA. SO. INCHES:. .. 28.27 MAXIMUM LOAD, LBS.: 56,000 84,000 91,000 COMRESSIVE STR.. PSI: 1,980 2,970 3,220 . AGE TESTED, DAYS: 7 Days 28 Days 45 Days RE0'D PSI AT 28 DAYS- 3,000 - - .. . . .• . UNIT WT/CU FT (PLASTIC): Mow- -DISTRIBUTION: (3) Value Plus Industries (1) City of Carlsbad . ). (1) SCS&T, Escondido 1 J \\ SOUTHERN CALIFORNIA SOIL AND TESTING. INC. - REVIEWED BY: . . - .' .' •- : David J. Akes, R.C.E. #26815 Blaylock-WilliS: and Associates., Engineers 1909 McKee Street San Diego, California 9211 0-1998 . Phone (714) 291-5460 J ,' • .t, " $ S 5 - r , ..5• I 1' , 1 1. 1, t,•i .( 1 -• H ,November.10, 1982, '- 'S.-, City of Carlsbad .'. Building Department 1200 Elm Avenue Carlsbad, California 92008 t (S S Attention: Mr. Martin Orenyak, Director I Subject: The Groves arking Structure, 2310 Hosp Way - -- ' GentIerne' Your letter of October 25, 1982 requested that we review compression tests indicating low strength concrete in the subject structure. The indicated concrete was, located in '. 'Column ,A between grid lines A and B, and 5 and 6, and at grid, line 4 between A and B, and grid line A between 5 and 6, andgrid line A at 7•r , We have reviewed the calculations and find that the concrete 'atJ'c 2600 psi-is adequate for the foundations of the subject building. 'Very tri.ly'yours; - BLAYLOCK-WILLIS AND ASSOCIATES - Ja m e s A.-Willis JAW:bd cc: T. L. Sheldon Corporation • W. J. Van .Boxtel 71 't ' - S ECEIVED tE -- NOV 121982 - CITY OF CARLSBAD Building Department SOUTHERN CALIFORNIA SOIL AND TESTING, INC.. 6280 RIVERDALE STREET. P 0. BOX 20627 SAN DIEGO. CALIFORNIA 92120 (714) 280-4321 185 WEST ORANGETHORPE, PLACENTIA, CALIFORNIA 92670 (714) 524-9130 74-831 VELIE WAY. PALM DESERT, CALIFORNIA 92260 (714) 346-1078 678 ENTERPRISE STREET, ESCONDIDO, CALIFORNIA 92025 (714) 746-4544 REPORT OF COMPRESSION TESTS FILE NUMBER: 51300 DATE: September 14, 1982 E CONCRETE JOB: The Groves Parking Structure , 0 MORTAR .ADDRESS: 2310 Hosp Way 0 GROUT -- OWNER.: f- / 0 GUN I TE ARCHITECT: . Blaylock Willis & Associates - o ENGINEER: -. . CONTRACTOR: Waynes Concrete LOCATION IN STRUCTURE: A line @4 CEMENT: ' Portland Type II ADMIXTURE: - Pozz 122N - SAND: - , Escondido Ready Mix ROCK: - - Escondido Ready Mix MIX NO. OR PROPORTIONS: 2085 - 5.7 sack TI ME I N MIX ER, M IN U TES: 50 SLUMP, INCHES:• 3.75 - FABRICATED BY: SCS&T TRUCK No: B48 TICKET ND: 333456 LABORATORY NO: 1712 1713 1714 MARK: DATE MADE: . 9-07-82 DATE RECEIVED: 9-10-82 DATE TESTED: , 9-14-82 10-05-82 10-07-82 DIAMETER INCHES:' 6.00 AREA, SQ. INCHES: MAXIMUM LOAO. LEIS.: 1! ,.COMPRESSIVE STR..',PSI: AGE TESTED. DAYS: - - . 7' Days/ 28 0 s j0 D6s-" REQ'D PSI AT. 28 DAYS: - - .' 3,00 - - /- - - - UNIT WT/CUFT(PLASTIC):' .' . DISTRIBUTION:: (3) Value P1 us ' Indui -. - (1) SCS&T, Escondido - -. (1) City of. Carlsbad -- lon - _______ - - SOUTHERN CALI RNIA SOIL AND TESTING, INC. REVIEWED BY: - - David J Akers, R C E #26815 APPLICANT COPY 0 PLAN CHECKER COPY H Qitp of Carl :: 444)ot8q/ -. JURISDICTION: DATE__________ POJECT ADDRESS: 3/O 5f TO: Z/cd r PLAN CORRECTION SHEET Pljin .Chck No. 2 rccivedbyj 6 isdictionc sate r.Iana received by plan checker/' . ')ate initial plan check completed 4/by7 FeEwc'RO: PLEASE READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The items circled below need clarification modification or change. All circled items have tc be satisfied before the plans will be in conformance with the cited codes and regulation.. Per Sec. 303 (c).-1979 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A- PLANS I. Please make a11 corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction. - tC,:/2Ip7)f )7p' i To facilitate rechecking, please identify. next to each circled item, the sheet of the plans upon which each correction on this -sheet has been made and return this check sheet with the revised plans. -. 2! 4oz civ' . i //t/specI ,-70POV — C.Sj,s €'wqi QeQfa se 1Q' 6ijLo — /N4t OP LL- L&). /?'1 7) - /_a-- ___ //2 /e'i -- A lo r o R vh f /7 () ''ô,i 'c' /'0547ed7'v1 ki -fle C7w awc( c,e 1/2 c?Cco ,Z O,3itY1L /14 1979 )1O1n 4p70 ) all .5 aJ e2/c,zctIZciiçi S/ee/ ''-- ___ 512 th' ccc, '-t2JiiJC&. cu / F79,91 g.e, 'g 'i-4 fccth () -ip. i2,%'/S p / h41) /fl9' ic4)2Q) 1iJOJ1 p ,Y - 'za /2ef ccz{ C-uoc, :7 t 7 f3( iW2. t(-i'ZJCco S d Ii' ZZA I 57 d' r 'q c 9-1,61 C27 5'&j a/ 1-5 ;57 2+ 2 'h" ('5• 'Li/ (77L. ___ S / It1t J7 l-'- 92 4L5 7 C'(2i 352 3I4 1 '/ZAVZ7 'b'/ T/&7 ZfOP// C-V'C4 9:7' LJ/-7/7 ..ag J1/j7 44V/2 J4 ("1 ,7} 75 ''2JJ ? 2 6 777 h.•.__ L -It 7 Tc -'iez,'iiIry CLF _ fr)5ti /5'7L/) _7 7 /5t/74ø' '0.1 , / 2I9)/10 1i'io ___ , (zi-vo fl 7 7,1-( ' 0 '77-&f 9 Z--z/ C 5c/ -(c/C7 9)9/?It1/2P11Eqa,' _r(Q77? __/17T __ ovb_1'fl?7_s92i /''6c3'E17_'1f'C7f'7 1271'17 ' (Qc2c, 7/i2/UN61 210__7/i'ZI -ItJ57 __2J -t Z/ _If/7W64'/7-zI-6/ ___ 1 t(P7 ' ___k2 L1(-))2 C '74 i (fc - 1 //)/f'Z—t-W 1? J f • ,' //?2 u I J t'i 7 AU a3)13HD -. 03I133I13 aLva a.. tva C1t'iMO - -•-- ''i, --• t!. ( 'J 7/' C1 _ Date* Jurisdiction________________ Prepared byl - - Bldg. Dept, VALUATION AND PLAN CHECK FEE D S.IL PLAN CHECK !._82 BUILDING ADDRESS //sP APPLICANT/CONTACT ().ZT V,1A1 L9oX JeL PHONE NO? BUILDING OCCUPANCY ,81 DESIGNER PHONE_____________ TYPE OF CONSTRUCTION CONTRACTOR PHONE___________ BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE loi~-aT,~ az -L zi~ - c. f __ _________ __________ _______ • Air Conditioning Commercial Residential Fire _Sprinklers Total Value • • L42ç Building Permit Fee Plan Check Fee 83, ---- • cidj4J ,$ : 17 b /19'D//2A - -- - '-.--- V : - - - - eEIVED 13U1LD1G_DEPARTMENT I iii : BUILDING ADDRESS: g3,ZZ) A.P.N: - - C.T: JLANNING DEPARTMENT 'ZONE: SCHOOL FEES: SAN DIEGUITO. ENCINITAS' - CARLSBAD - SAN MARCOS_______ -UNITSREQ'D: PROVIDED: COVERAGE ALLOWED: ' •PROVIDED: PARKING SPACES REQ'D: PROVIDED: J IJILDING HEIGHT REQ'D: - PROVIDED: FRONT SETBACK , SIDE SETBACK REAR SETBACK ALLOWED: r ' PROVIDED: S - INTRUSIONS: ( - RE -DEVELOPMENT APPROVAL REQ'D: )' LANDSCAPE & IRRIGATION PLAN COMMENTS: ENVIRONMENTAL PROTECTION REQ: ADDITIONAL COMMENTS: OK TO ISSUE: K TO FINAL: -- ENGINEERING DEPARTNEN '_ R 0 v PPOV iENTS______________________ PUBLIC FACILITIES FEE:' SEWER CONNECTION: 'DRIVEWAY LOCATION(S) :$1o'-)_SLo _o Qt-{P G RD I N G PERMIT: __I S -ro EASEMENTS: - DRAINAGE: - LEGAL DESCRIPTION: ADDITIONAL COMMENTS: DATE: * IF THIS ITEM IS NOT CHECKED, BUILDING DEPARTMENT WILL MAKE FINAL INSPECTION. - IF- - S *CHECK' IF OK TO ISSU NGIN. RING INSPTIOj\I RE 'iL ON FINAL: DATE: PWI: OK TO FINAL: CARLSBAD 'FIRE DEPARTMENT ' APPROVED .-kDISAPPROVED PAGE 1'ÔF(_ 1275 ELM AVENUE; CARLSBAD, CA' 92008 ' (7114) 1438-5521 PLAN CHECK #ã?''267 PLAN CHECK REPORT' OTHER REF # CT f,'-'// PROJECT J/4i ADDRESS 23/0 ARCHITECT , , ' ADDRESS " PHONE OWNER ' ' ' ADDRESS. ' PHONE ' OCCUPANCY __________ CONST 227'V TOTAL SQ. FT. Z3 7- STORIES - \ PRINKLERED 0 TENANT IMP APPROVAL OF PLANS IS PREDICATED ON CONFORMING TO THE FOLLOWING.CONDIT.IONS AND/OR MAKING THE'.FOLLOWING CORRECTIONS: - ' - 1 Provide one copy of the f4 rtP.taI.4s3 Ean)ard hogts_. Storage, dispensing or' use of any flammable or combustible liquids, flammable liquids, flammable gases and --hazardous chemicals shall comply with Uniform Fire Code and '. . Building(s) not approved for high piled combustible stock. Storage in closely packed piles shall not exceed 15 feet in he 12 feet on pallets or in racks . and 6 feet for tires, plastics -and some flammable liquids. If high stock piling is to be done; comply with Uniform Fire Code, Article 81. 14. Medicalgas system(s) shall comply with N.F.P.A. Standard 56F. 5. . Fire extinguishers shall' be provided based upon the following criteria: 1-2A rated ABC extinguisher for each. sq. ft. or portion thereof maximum travel distance to an extinguisher of"__'feet- other - 6: Fire sprinklersystem(s) per N.F.P.A. Standard ' shall, be provided to protect /s/ /et/ Dry chemical extinguishing system(s) shall be installed per N.F.P.A. Standard' 96 to protect cooking equipment and exhaust system. - Plans of Sp ri iv 1e'/e system(s) shall bea'pprovedby the Fire Department prior to installation of '- system(s). )29. Show'on site plan locations of all nearby proposed or existing hydrants within 200 feet.. ' Hydrant(s) shall be-provided and located ' Show location(s) on'site plan. Fire Flow: gpm for- hours from hydrants. ' . . . • ' Access for fire apparatus is not, adequate. Provide 12'.,.--'h'l I" be of. ' hour construction with-openings protected with hour assemblies 13. Comply with 'regulations on attached sheet(s). .. '• ' , - .-''S " 7/Z/ Plan , E i'hr ' ' Date • 1 ::t niail:d to architect' Met with_______________________ ttach to Plan Oe - ;-= / -i-- ';P -'------,._. •• // Blaylock- .T;:::::TT TT: DATE 82. .SHEET-NO. 'ENGINEERS _kOCj(J - - Engineers rfToB NO I _1E1 -- L. . JI*1 "IL t Hr IJ... ............... NT ..... ..............,..1_. ...1 .....'.._,._..... .................: .. , ..............- ....... :- -i GRADE_ _:..::L.::iLL:: : - t _N ST . ..... .--y,-.... 1 • - ----t. .....--.- j. ..........-. . ..., ............................. ........ . .. - - -- - E'J SER S E1L 1-: cma- "iLk&) -- - - -- - L ::T:iT:a,tJth_IJljjfljs TT T:T:TTT:JT:' DATE 1U LITIiTaflIrASSOciateS. 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GP R yIock-WiOis ATE— AssociateL Engineers JENGINEERS M" - . i9McKee.StJan..DiegoA9211Q . --SUBJECT----- ___- ----- - ----- - - lOPPiNG Ric --FACT OQD LODJL I4(t5 sjio+i5xOi) - ILw ____:LL4 ILO M -E-4 RDE.g- I .----- ,- -- - .- —I -•-• - 7 1 IiTL :.. ± toll j LAIL JTI J i::: IL1 (M.L QF SPAr1 H qB - - MA ____ __ ±1 : • ±Li[±TEi I -. .J._ ± TJIJ Ill I_j. •7 . • ..J. . . ------------- -01 48 lit 60 - —: TOTAL iio.eq 6'441h - '-L4S - .•.- . . --I . - - . . - • -- :..ioi..(a:1.::.:. J:U.SE .. ::i-o . :soe - .: .:: •. . 1. :: ::.•: II LENGTH - ji 5 ": T1ucbPb $(o8sAi:::i - ..I._. ECT - O 1(o Ayr19Ar — - 446 -16K CR . 411S DC. LJcrw OF COL. ; 2.4 L - BAQsNG LEN&: L'SL TT :TBlaylock-VViIIis :-:1--:—T-:--:--T:----: I-and Associates. Engineers JOB.NO - -- ----- —---•------ - -----'- _I_ — SU9JECT ES1GN1 OF tRAMP - AC.flB,, I1TSLAe, SPANNING iTT 11 Ti : Eii14 'O -F ;-4- O ION) IO r.ii — L 04- -. --us - A. g -{o i)') ----- jDsTPeroN LSTEL . 3 liT OL M SLA6 PPCQVL A '-.'-. : - 1DtAi.. 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TT7.JI::TI .iT:1i 1 41::Toe CARIeb 8rcoJC .t14c. - US€_uJ RENV FOR SR2 w. ALL11 - - - - __:i__-------------- - :. ' - :i'-.?' 'Jf 0 -• . - . - • • - II__ - • :qi/. -- ___ oth-Wjfl - - - SHEET afld Associates. ;.9ifl!8? j...ENGINEERS - V • I ______ V t_V!V ;I •T.. 7 -- _•___•___-i --- SUBJECT •V V V V -- ........- _...4 VV------------------------ I V V V TM6N1 #JALL:jTo CQ.S ALL SP --------------JV:... -------- 77 AN Ii it1:Ii - -V.VL! I, ...................V -4 1a 'JiLi . T1 -tto IQ - -ol La -i 9 *V••V L V ,- VVV 0:1 IITFIIi :9T :A-ACE Top , 15 -BcrTrom I ±HMS1VSAR b - :i :T:( R G P :c.( 'IM 7L.):::::hT::±:::±H_T:± - - - - - - H LF-F TuBTLE : nT TI::nTTTTTt:TTn:V xTI-TT--- : s4EAg A'T _ ASE 5O: - -en 4V0 OC - - "CNECTIO oFPos EM&gRtO T:J:VT1L:TL iT 1JH ibH.EJt IiPcV -ro:viiN D, 5 Ajj - Y, ri PA?.icION ro 4t..icI-o.(1iN 14 -- /LL-eJ TEN51DN - •• 524o I1 - ALLO't..J - V -,• S. - e OUCéET D0O6ETEE 170 ' PS I e ô t)f( PSI 26 DA~f S i U -r tIC) — At I?ELE, JS E 1 re £) Th FoE DO) 6LETES 4 I3Ei fl) S — As EQD BY DES 16 JJ INJT NOT LESS THi&) 3000 p's 1 rJ4 b S • ULT-L 'yb JAtv-(kk +eEss 7 (rio) 189 "fl Los'Es -• 10 ITTAL 0= oll i. EEi - ASThI A (o ( 40 U NLE NoyFLb O€rLWrE -: WELiWIFA1eicL-ASTM A ODES . • t 7 9 U C • n. A. uP€sa i rn Pa sear Lc s ie +€ -roTeu -Sp, Es I &c 8* ru-€..A 0 '4 ITFC joB c4ItL fAU 3EiEiJ DRN : • STFUJCTURESJINCS CKD PO. BOX 2578 .1 JICA i A I71 aOf LAC CT I ULT. REACTIONS/STEM ULT - 26.83 26.83 ZE'. 24" TEE 63 SPAN 36PSFLL 21JUN82--------- --------- SHEAR ANALYSIS--------- fl1HOUR FIRE RATING . . x-- Vu Vc Av(s') 'DESIGH'# TI . L= 63.08 FT ,!(FT) (PSI) (PSI) .(&6''O/C) - 1..13:196.-- - .273. .850 24.801H.TT4IITH 3.80 IN.TPG. 2.88 190. 316.. . .050 TI WIDTH= 96 IN. WT = 34398 * . - 4.28 176. 279. .058 F'c .T.P=--5080 TPG= 4808 PSI 8.48 149.. 152. .049 TI COMPOSITE 12 60 122 -.126.,848 AREA -.524.88-1688 95 126 848 INERTIA 27896 47 41877.42 I i 68 126 847 Yb. . 16.57 . - 19.51 25.20 41. ' 126. 0.800 .t - . 29.40 .14. 126. 8.808. LOADS--------PSF-----K'L'I N Fl---- 33.68 14- . 126. 0.080 IT .'' . 68.4 5'' 37.80 41. 126. 0.080 TPG .38.8 304 -42:08 68. 126. .047 SDL . 2.0 .816 46.20 95. 126. .048. LL -: 36.0 .288 58.48 .122. 126. .048 ': HJC 106.4 .851 54.60 149. 152: .049 COMP 38.0 .384 58.88 , 176. 279. .850 ULTIMATE .212.9 1.703 . 60.92 190. 316. .850 • " 61.88- 196. 273. .850 16'-1'2 IN 278K STRAND . IT IS HARPED @ MIOSPAN :- CC OF STRAND IS 9.80 IN-@ END CC OF. STRAND 'IS 3..75 IN.e HARP, CR11. PT'. IS 26.70 FT. FROM END r__.77[j5 HOPIEHTS(IN-KIPS)----- & CEHTER e CRIT.PT. Mu REQ = .10808 9985 'Mu-CAP. = 12680' - 12483 1.2Mcr 8955 . M N/C -. = 5880 ' • 4948 M COMP = ,,1786 1768 Mti N/C REQ = 7088 Mu N/C CAP 11322 -----EFFECTIVE STRESSES -------- @. CENTER e CRIT.PT.. ('PSI) (PSI) TOPPING 328. - -316. TOP OF IT 1015.: 1019. -BOTTOM-IT -358. •. -355. RELEASE STRESSES & 25 IN., - & HARP - - - FROM END - POINT TOP OF IT 26. 239. BOTTOM-TT 2583. 2028.- RELEASE'STREHGTH REQ = 4171.PSI --------CAMBERS (INCHES) LOAO &RELEASE &ERECTION FINAL P'S - 3.21 • 5.77 . 7.05 -IT -1.89 . -3.49 4 .53 I ',. 1.32 TPG '- '- , -.96 -2.28 I . 1.32 '32 SDL.- . • -V.03 -.09 I - , - . 1.29 .22 -60 REACTIONS PER FOOT OF TEE WIDTH -. LEFT RIGHT. ' ' KIPS KIPS • N/C . 3.35 3.35 - SOL '.86 .06 - LL 1.13 113 JOB 27 3'AsiL1 DRN STRUCTURES, INC. -. .' . -' • P.O.BOX 2578 . CKD CHULA VISTA. CA. ' (714)423-9030 SHEET OF 0 .... .I •-.HI?. - -" ''24" TEE 46' SPAN 50PSFLL 19JUL82 1 HOUR FIRE RATING DESIGN * T2 • .. L 46.88 FT ;24.00 'lH.TT WITH 3.80 .IU.TPG. IT WIDTH= 96 IN. 'MT = .25118 * F'c' ;TT=.5808 TP&= 4008 PSI IT •. COMPOSITE -, AREA 524.88 '. INERTIA 27896.47 41877.42 Yb 16.57 19.51 LORDS ------- PSF-----K'LIH FT---- TI 68.4 .547 TPG 38.8 .384 SDL 2.8 .016 .LL . 42.8 .336 H'C 106.4 .851 . COMP - .. -448 .352 ULTIMATE 223.1, 1:785 8 -1112 IN 270K STRAND STRAND CC = 5.88 IN FROM 801.11 STRAIGHT STRAND-NO HARPING ,CRIT,•. PT. IS AT CENTER OF , SPAN ----DESIGN MOMENTS(If'4-KIPS)----- Mu REQ •= 5665 Mu CAP , = 6266 1.2Mcr = 4734 M H'C = 2701 M COMP ' = 1117 •. Mu H'C REQ = 3781 Mu H'C CAP = 5421 ----------------STRESSES------------ . EFFECTIVE STRESS' CENTER LINE - -TOPPING -. - 280.PSI TOP IT 618.PSI BOTTOM TI -471.PSI RELEASE STRESS @ 25" FROM END TOP .11 -165-PSI , BOTTOM TT . 1648.PSI RELEASE STRENGTH REQ = 3000.PSI CAMBERS( INCHES)--------- LOAD @RELERSE @ERECTION FINAL P'S 1.05 1:90 2.32 TT . -.63 -1.17 -1.52 - I - .42 .72 .80 TPG .-.27 -.63. .45 .17 SOL • -.01 -.03 1 .44 - .15 LL -.20 Y. -.86 --------SHEAR X Vu (FT) (PSI) 1.67 366. 2.00 355- 2.70 334. 5.40 250. 8.10 167. 10.80 83. 13.58 8. 16.28 83. 18.98 167. 21.68 . .250- 24.30 334. 25.00 355. 25.33 366. ------- CAMBERS (IHOHES)- :LOADe-REL. .e ERECT p's ':30 -°. --.51•. BM -.84-.07. 1 -' .26 N'C -.38 :1 .14 SDL -.00 -1 - .14 LL I FINAL -; -59 - .89 .50 --.47 .83 --.81 .83 -.09 ANALYSIS---------- Vc AV (PSI) (SQ.IH'FT) 297. .287 316. .164 316. .096 316. .096 189. .896 126. .096 126. 0.888 126. .896 189. . .096 316. .896 316. .096 316. .164 297. - .287 REACTIONS(KIPS) D L T ULT LEFT 100 26 125 183 RIGHT 100 26 125 183 --14-lz2m 270K STRAND 3.25" CGB MASK 2 STRAND FOR 5.4 FT CC OF UNMASKED STRAND= 3:25 IN MILD STEEL REINFORCEMENT TOP PiG 1.24 SQ IN € 32 IN BEAM MOMENTS (in-k)---- CENTER @ END OF MASKING Mu REQ= 14776. 9457 Mu CRP= 18061. 15569 44 €, , hL'L4 I .2Mcr= 10525. M BEAM= 679. 434 H N'C = 7228. 4626 M - COMP= '2284. 1411 J Mu N/C REQ=11870. Mu N/C CRP=12951 tr I EFFECTIVE STRESSES------- TOPPING 284 182 1 -' TOP OF BM - 1840 1037 BOTTOM OF -623 - -80 RELEASE STRESSES € 25 IN € MASKING FROM END + TRANSFER; TOP OF BM -562 -534 BOTTOM BM 1381 1513 p Fci- REQ= 3000.PSI TOP STEEL REQ= 1.29 SQ IN 10 B - JEP/1J . DRN LtYf - . . STRUCTURES, INC. P0. BOX 2578 CKD - CHULA VISTA. CA. (714)423-9030 SHEET OF ',.PKGBM M'12'! LEDGE & 24"TEE x63', . .•.-•1HOUR FIRE RATING OESIGHNO BI L= 27.00 FT fl . BM W/12" LEDGE & 24"T EE x63 1HOUR FIRE RATING DESIGN NO Bi L= 27.88 FT BEAM DiMENSIONS .'(INCHES) --------- Bl= .24 .01= 12 B2= 14 02= 22'. 83= 15 03= 3 B4= 64 .04= 3 F'c P/C= 5808 F'c TPG= 4008 BEAM COMPOSITE DEPTH 34.00 40.80 AREA 596.00 INERTIA 58891.18 143107.97 Yb 14.79 . 20.86 BEAM LORDS------K'LiH. FT.-- BEAM .621 TT 4.216 TOPPING 2.394 SDL .126 LL . 1.890 I H/C 6.610 I COMP 2.016 ULTIMATE 13.513 BEAM LORDS ------ K'LIN. FT. ------ BEAM .558 TT. 2.180 TOPPING 1.220 SDL .064 LL .960 1 H'C 3.400 I COMP 1.824 ULTIMATE 7--263 6-1'2'2701( STRAND Co 3.25" CGB MILD STEEL REINFORCEMENT TOP P'C .6 SQ IN & 32 IN "L' Em k'12' LEDGE & 24 TEE ••; . 1HOUR FIRE RATING :. DESIGN NO 82, L= 2408 FT * ,. • . BEAM 'DIMENSIONS (INCHES)-------- 'Th •B1= .19 D1= 12 B2=14 .. .02=22 15 .03= 2 84= 55 04= 3 FC P'C= 5088 -F -c' TPG= 4800 BEAM COMPOSITE DEPTH 34.80 39.08 AREA 536.08 - INERTiA 53021.98 113248.25 yb 15.77 21.81 SHEAR ANALSIS----- --- -- X . Vu • Vc AV (Fl) (PSI) (PSI)- (SO.-IN/FT) 1.63 177. 295. .;042 .2.00 • . 171. 316. .042 2.00 171. 316. - .042 4.80 137. .316. . 0.080 6.00 .102. 270. . 0.000 .8.00 ...68. •, 168. 0.080 10.00 • 34. 126. 8.880 12.00 0.:126. 0.880. 14.88 . 34. 126. 8.080 16.08. 68. 168.. 0.080 18.80 102. .270. 8000 20.08 137. 316. 0.080 22.00 171. 316. .042 22.38 177. 295. .042 REACTIONS(KIPS) LEFT RIGHT SERVICE 60 68 ULTIMATE 87 87 USE STANDARD 5x12 BEARING PAD -------BEAM MOMENTS (in-k)------- & CENTER SPAN Mu REQ 6275. ((. Mu CAP 7671. 1.2 Mcr 5809. M bean, = 482- M H'C = 2938- M COMP = 885. Mu t4'C REQ= 4788. Mu N'C.CAP= 6283. ----EFFECTIVE STRESSES & C'L---- 4" TOPPING 137. TOP OF BM 873. BOTTOMBM -346. RELEASE STRESS & END TOP OF BM -322. BOTTOM BM 829. .Fci REQ= 3080.PSI TOP STEEL REQ= 8.08 SQ IN. -CAMBERS (INCHES) --------- LORD@ REL & ERECT FINAL P'S .12 .21 .25 BM -.02 -_04 -.06 1 .10 .17 ;19 H/C • . : -.11 -.18 4. SDL -.08 -.08 I . . .05 .81 LL -.02 JOB - . . JP1A\bi D R N STRUCTURES, INC. PO. BOX 2578 CKD CHULA VISTA, CA. . (714)423-9030 SHEET OF 'PKG BM 14'12" LEDGE & 24"TEE x63' 43 FIRE RATING SHEAR ANALYSIS , 1 HOUR DESIGN HO 83 L= 2408 FT X Vu Vc Av (FT) (PSI) (PSI) (SO IN/FT) 1 6? .. 319.297 ' 093 2 00 309 316.068 01= 12 2.40 .297. 316. .... .068 BEAM DIMENSIONS (INCHES)------------. 12. B2= .14 02= 22 480 720 222 316 068 B3= 15 03= 3 . 148 208 868 64= 164 '. 04= 3 . 968 74. 126. .868 .12.00 . 0. 126.. 8.008 :F'c P'C=5800 -F'c TPG= -4800 14.48 74. 126. .068 BEAM COMPOSITE, .16.88 148. 208. .068 DEPTH •,34.08 .40.00 .. 19.28 222. 316. .068 AREA 596.08 . . . 21.68 297. 316. .068 INERTIA 58891.18 .143107.97 1 22.00 309. 316. .068 Yb 14.79 28.86 22.33 319. 297.. .093. BEAM LOADS------K/UN. FT. ---------REACTIOHS(KIPS) D L T ULT BEAM .621 IT 4.216 . LEFT .. 89 23 111 163 TOPPING * 2.394 RIGHT 89 23 111 163 SUL .126 LL . 1.890 IN/C 6.610 I COMP . . • 2.816 ULTIMATE 13.513 .. • . 10-1'2" 270K STRAND e 3.25" CGB MILD STEEL REINFORCEMENT TOP P'C .4 SQ IN & 32,JN .. 5tiKg ab, fL .SI --------BEAM MOMENTS (in-k)------- & CENTER SPAN F4 Mu REQ-= 11675. Mu CAP =. 13845. 1.2 Mcr= 7786. M beam = 536. II N/C = 5711- M COMP 1742. .- V Mu N/C REQ= 8746. . . Mu H'C CRP= 9792. S ----EFFECTIVE STRESSES & C/L---- - TOPPiNG 229. TOP OF BM 1624. BOTTOM BM -667. RELEASE STRESS& END , TOP OF BM • -4831. . .. . "BOTTOM BM 1153. . . Fci REQ= 3008.PSI . TOP STEEL REQ= 1.13 SO IN . . . .• ---------CAMBERS (INCHES)----------V V LOAD& REL & ERECT FINAL P'S .17 .29 .34 .BPI -.02 -.04 -.06 .1 .14 .25 .28 . N'C -.20 • -.34 • I .05 -.06 SDL -.00 -.80 V I . 05 -.86 • . LL V -.16 V V .-..22 • . JOB • . DJ STRUCTURES, INC. P.O. BOX 2578 CHULA VISTA. CA. . (7)4)4239032 JSHEE - OF - • 8-1'2 27LK STRAND @ 3.25" CGB .,.,MASK 2 STRAND FOR 5.4 I-I CG OF UNMASKED SIKHNIJ IN MILD STEEL REINFORCEMENT TUPP'C .4 Sw 1P4 32 IN ---------BERM MOMENTS (in-k)--- Co Co END UE : flHSKIt'I6 MU KLW= 1!:042. 5083 Mu CAP= 1164. (6(1 1..2Mcr= 6882. - -Il BEFsii= 611. 391 MN/U = -71. 2379 fl UUMI-'= 11. . (if nuN/C RE= 6060. flu N/U CHr= 8.106- -------- CAMBERS (INCHES) --------- vLORIP@ REL ERECT ',,.FINAL P'S .21 .36. -.42- BM --.84 -.87 -.89 ".33 N/C - . -.18 • .11 81 ISUL -.88. -.88 LL -..82H -.82 SHEAR ANALYSIS ---------- X Vu Vc liv (FT) (PSI) (PSI) (S.IN'FT), 1.63 283. 295. .855 2.00 196. 316- -055 3.88 .179. 316. 855 6.00 128. 286. 0.000 9.88 77. 154. 8.888 .12.88 26. 126. 8.888 15.88 26. 126. - 8.888 18.88 77. 154. 8.880 .21.00 128. 2 86. 0.000 24.88 179. 316. 855 25.88 196. 316. .855 j 25.38 203. 295. .055 -kLHUIiUt1S(t(IF'S) U L I • ULI LEFT 55 13 68 99. RIGHT 55 13 68 99 'A,tii R5bu-132 -iJ 7x/ 1 tU6JiID ..----- ..El-I-LU I lYE STRESSES ------- TOPPING . 174 112 --Top OF BM ii . 655 BOTTOM OF -381 -135- - •• - .- KLLLHSL STRESSES IN @0 MASKING FROM END + TRANSFER - - TOP OF BM -319 -314 BOTTOM bli •825 'Fci REQ= 3888.PSi . - IUt'-StLLLkLw IN - - 1• 0---•-' . V . JOB . . • ' • DRN IOU %10 - . - STRUCTURES, INC. CKD -. .' £0. BOX 2578 . - .' -- CHULA VISTA, CA. (714)4239O3O SHEET -OF '.PKG BM W'12" LEDGE & 24" TEE. 1 HOUR FiRE RATING DESIGN NO B5 .L=4480.FT ( BEAM DIMENSIONS (iNCHES)-------- BI= -19 .. 01 .12 B2= •k14 02= .22 -B3= 15 03=2 84= .55 D4= 3 F'c PzC= 5880 F'c TPG= 4000 BEAM COMPOSITE DEPTH 34.88 39.00 AREA 536.00 INERTIA 53821.98 113248.25 Yb .15.77 21.01 BEAM LORDS ------ K'LIN. FT. ------ BEAM .558 TT. .909 TOPPING .511 SOL .027 LL .403 I H/C 1.420 I COMP . .430 ULTIMATE 3.493 18-1/2" 278K STRAND € 3..25- CGB MILD STEEL REINFORCEMENT TOP P/C 4 SQ IN € 32 IN --BEAM MOMENTS (in-k)------ & CENTER SPAN ( Mu REQ = 10144. Mu CAP = 12622. 1.2 Mcr= 6360. M beam = 1621. M H/C = 4125. M COMP = 1249. Mu N/C REQ= 8044. Mu N/C CRP= 9792. ----EFFECTIVE STRESSES & C'L---- TOPPING 194. TOP OF BM 1470. BOTTOM BM -544. RELEASE STRESS & END TOP OF BM -532. BOTTOM BM 1377. Fci REG= 3008.PSI TOP STEEL REQ= 1.18 SQ IN (INCHES)--------- € ERECT . FINAL 1.19 1.48 -.58 -.67 .69 .73 -.53 -.96 .16 -.23 .80 -.01 .15 -.24 -.11 -.35 IPKG BM.W'12" LEDGE & 24 TEE !.1 HOUR FIRE RATING DESIGN NO B5 •L= 44.80 FT IT PT.LOAD= 5.984 K € 4.80 TPGPT..LOAD= 3.344 K-@ 4.00 SDLPT.LOAD= .176K-& 4.00 LL PT.LOAD= 2.640 K @ ,4.00 TT PT.LOAD= 5.440 K ,@ 9.08 TPGPT.LOAD= 3.840 K € 9.00 SDLPT.LOAD= -.16e K & 9.00 LL PT.LOAD= 2.408 K & 9.88 TI PT.LOAD= 5.832 K €13.00 TPGPT.LOAD= 2.812 K €13.80 ;SDLPT.'LOAD= .148 K €13.00 LL PT.LOAD= 2.220 K €13.00 TT PT.LOAD= 4.768 K €19.80 TPGPT.LOAD= 2.668 K €19.00 jSDLPT.LOAD= .140 K €19.00 ILL PT.LOAD= 2.188 K €19.08 TT PT -LORD= 4.352 K €23.00 ;TPGPT.LOAD= 2.432 K €23.88 SDLPT.LOAD= .128 K €23.80 ,LL PT.LOAO= 1.928 K €23.00 :TT PT -LORD= 3.944 K €28.00 ITPGPT.LOAO= 2.204 K 228.00 SDLPT.LOAD= .116 K €28.00 LL PT.LOAD= 1.740 K €28.00 TI PT..LOAD= 3.536 K 233.00 'TPGPT.LOAD= 1.976 K €33.00 SDLPT.LOAD= ..184 K €33.00 LL PT.LOAD= 1.560 K €33.00 IT PT.LOAO= 3.128K €38.00 TPGPT.LOAD= 1..748 K €38.00 SDLPT.LOAD= .092 K €38.80 LL PT.LOAD= 1.380 K €38.00 flflI rillIlL I 0 £ Vu Vc As, !(FT) (PSI) (PSI) (SQ.iN'FT) 1.63 183. 295. .069 2.00 182. 316. .869 4.00 179. 316. .069 8.00 130. 069 12.00 84. 144. .069 16.00 42. 126. 0 .000 20.00 1. 126. 0.000 24.08 37. 126. 0.000 28.00 44. 126. 8.000 32.00 79.. 149. .069 36.00 111. 0.000 48.00 140. 316. 8.880 42.00 316. 0.080 42.38 295. 8.000 REACTIONS(KIPS) 0 L T ULT . LEFT 46 10 55 80 RIGHT 37 7 44 63 USE STANDARD 5x12 BEARING PAD -------CAMBERS LOAD@. REL P'S .69 BM -.28 .40 H'C I SDL I LL UI FT FT FT FT FT FT FT FT FT FT FT FT FT FT FT FT FT FT FT FT FT FT FT FT FT FT FT FT FT FT FT FT FT -jos - . . . STRUCTURES, INC. O.BOX 2578 CKD CHULA VISTA. CA. . (714)4239O3O SHEET OF PKG BM w,12 LEDGE- ,&,24u TEE - 1 HOUR FIRE RAT IH NO 86 L= 33.80 FT . DESlGH BEAM DIMENSIONS (lII4CHES)---------PKG 8M. I4'12" LEDGE & 24 TEE C B1= 01= 12 . 1-HOUR FIRE RATING .19 82= . 02 22 . . DESIGN NO B6 L 33.00 FT ...14 83= 15 .03= 2 .. 55 04=: 3 IT PT.LOAD8.432 K € 3.Ø FT ... 64 • .• TPGPT.LOAD= 4.712 K € 3.80 FT F'c P'C= 5888 F TPG= 4808 SDLPT..LOAD= .248 K & 3.80 FT COMPOSITE LL PT.LOAD= .3.720 K & 3.80 FT BEAM DEPTH 34• 39.08 IT PT.LOAD= 8.160 K & 8.80 FT AREA 536.00 . TPGPT.LOF,0 4.560 K € 8.08 FT INERTIA 53821.98 113248.25 SDLPTLOAD= .248 K & 8.88 FT Yb 15.77 21.01 LL PT-LORD= 3.600 K & 8.80 FT IT PT.LOAD= 7.752 K €13.00 FT BEAM LORDS ------ K/tL1H. FT. TPGPTLOAD= 4.332 K €13.00 FT BEAM .558 SDLPT.LOAD= .228 K €13.08 FT TI 11.566 LL PT.LOAD= 3.420 K €13 08 FT TOPPING . .878 : IT PT.LOAD= 7.344 K €17.80 FT SOL .846 TPGPT.LOAD= 4.104 K €17.80 FT LL : .693 SDLPT.LOAD= .216 K €17 80 FT I N'C • 2.444 .LL PT.LOAD= 3.240 K €17.88 FT COMP .739 TT PT.LOAD= 7.072 K €22.88 FT ULTIMATE .445 TPGPT.LORO= 3.952 1< €22.80 FT .SDLPT.LOAD= .208 K €22 00 FT 8-1'2" 270K STRAND, & 3.25" CGB 'LL PT.LOAD= 3.120 K €22.80 FT MILD STEEL REINFOR1EMENT IT PT.LOAD= 6.528 K &27.0e FT TOP P/C 1 SQ IH & 32. IN TPGPT.LOAO= 3.648 K €27.80 FT SDLPT.LOAD= .192 K €27.00 FT ------BEAM MOMENTS (in-k) ------- LL PT.LOAD= 2.880 K €27.80 FT € CENTER 5PAN IT PT.LOA= 6.256 K €32.00 FT Mu REQ = 8895. TPGPT.LOAO= 3.496 K €32.00 FT Mu CAP = 10164. SOLPT.LUAO .184 K €32.00 FT 1.2 Mcr= 6178. LL PT.LOAD= 2.760 K €32.00 FT M beam = 912. N H/C = 3992. P1 COMP = 1207. ---------SHEAR ANALYSIS---------- Mu H'C REQ= 6865. X Vu Vc AV Mu N/C CRP= 8192. (Fl) (PSI) (PSI) (SQ.IN'FT) 1.63 .208. 295. 055 ----EFFECTIVE STRESSES & C'L--- 2.80 287. 316. .055 TOPPING 185. .00 285. 316. .055 TOP OF BM 1236. 6.80 141. 316. 0.080 BOTTOM GM -539. 9:00 78. 154. 055 RELEASE STRESS € END . 1200 73. 131. .055 TOP OF BM -419. 15.00 13. 126 0.000 BOTTOM GM 1108. 18.80 44 1261 0.000 Fci REQ= 3000-PSI . 21.00 49 126. 0.000 TOP STEEL REQ= .92 SQ IN 24.00 184. 201. 055 .27.00 110. 265. 8000 (INCHES)---------:30.08 161. 316 055 LOAD€ REL @ ERECT FINAL 31.08 163. 316. .055 - CAMBERS 'P'S .38 .53 .62 '.31.38 163. 295. 055 BM • -.09 -.16 -.21 7. .22 .37 .42 REFICTIONS(KIPS) 0 L I ULT N/C . - .28 -.42 7. .89 -.01 iLEFT 51 12 62 90 SDL • -.01 RIGHT 51 12 62 90 .09 :: L/e 7-0 Si I3'zc, P a o LL . 7.-.87 vw Ra.rt A 131 DR N - - JOB C I I V T I I D C j .J I • . raJ I lJISI CKD . _-_--------------- P.O.BOX 2578 CHULA VISTA. CA. (7)4)423-9030 SHEET OF • - -kJ -- - TABLE OF CONTENTS BASIS OF DESIGN I FLOOR PLAN ............................ II -- LOADS. .........- .......................1 COLUMNS .2 3 SPREAD FOOTINGS 4 SEISMIC ANALYSIS 5 - 12 WALL FOOTINGS 13 - 16 WALL 17-24 DIAPHRAGM ANALYSIS 25 - 28 STAIRS 29 RAMP - 30-32 MANSARD CONNECTION 32 'PRECAST-BEAMS AND DOUBLE TEES N 33-36 • • • •• ••, • • • • -. - -- -- - - • ) BASIS OF DESIGN BUILDING DESCRIPTION ' The Groves Parking Structure is a twostory structure consisting of reinforced concrete columns- and walls with precast beams and double tees forming the upper deck. - The lateral loads 'in this box system are resisted by the shear walls. The foundation consists of spread footings with design asoil pressure: 4000-6000;psf, and drilled piers with design soil pressur 10,000 psf. LIVE LOADS Floor Live Load - 50 psf reduced 8 LATERAL LOADS Seismic loads in accordance to the Uniform Building Code 1979 MATERIALS CONCRETE - Precast Double 'Tees and Beams ' 5000 psi @28 Days - Topping * - ' '4000 psi @ 28 Days •.- All Other Concrete 3000 psi @ 28 Days REINFORCING'. EINFORCING STEEL ASTM A615, Grade 60, No 3 Bars Grade 40 Welding Wire Fabric - ASTM A185 PRESTRESSING STRAND Ultimate Strength - 270 ksv STRUCTURAL STEEL - ASTM 36 -• S STRUCTURAL TUBING - ASTM A500 Grade B WELDING ELECTRODES __5. -'5 - - 5_•• E70XX Unless otherwise specified - --: -STRUCTURAL BOLTS • • S S ' - S -- ASTM A307 Unless otherwise noted / J i 4 4 •- Blaylock-Willis -DATE -JUNC and Associates. Engineers ENGINEERS - 19O9 McKee SL. San Diego, CA92110 SUBJECT THE G'oVES —°PARKNG C,AkAC,E DEAD ,c 0 WIDE DDLJLC 1EE 0 ° TOPPING (MIN.)) 0 ADIrIo'-JAL CoRk.CTI0N 4rOPPING 6.0 11 G.0 ?.sif PRECAST. GIRDER 01/F1 RJ II •• 14 COL (10 -CD hAd) BLOCK 61AP&PL(-4) o24 k/Fr t-IANSAW TRUSS 0.1 K/FT PLffiJ L,v LoAn I UBciL L L TABLE 2A t')" b L L 'O ALLOWABLC o'L BEPING A PAC IT SOIL tNYSflG SPREAD 'FOOTINGS- 400 sf To ( 000 (/.'lAs) 3 j-IPP'J W 'DTH — 1 rn 20 ArID.J LPOR DRILLED PiR - 1 1 e-&o + I /1 .. . Blaylock-WillisDATE Asso and ciates. SHEET NO.___________ • ENGINEERS . . - -- . Engineers -- 0 JOB NO._____________ 19O9 McKee St, San DiegocA92110 . SUBJECT INTESPOR CoLuM1 0 0 L.L41..4D.L. L -. .&IRDU COL COL 0 1L4 DUE'ro LL IPJBALANC.E MU 6 i x 05 44i 15 PFT 110 i Z17 0 :458 - I •' Its.) (c.OL. AcT Is1 kL (per Aet,gi - AbPø ID II 4- I 75 D I'JEhLECT SLCJbCRNEc5 (b) 05 k 05xt 0 8 C i 0 IN AOur Awf PRIPSC PAL Aj& Hu -e -_ ' I %I 15E0 ..- oHPuTiJG 456'0 - I4. - (19 HANDSDOC - / 0 = o2. Asr O2x,00t 4011r - . 0 USE (o W/ SPL 1•i5 '/' Prc DATE ItANG fqBL ENGINEERS _7H31 SUBJECT_____________ Blaylock-Willis S and Associates. . SHEET NO._________ Engineers • . - S JOB NO.____________ l99 McKee SLSan Diego, CA 92110 - ..EKTF-QIDP COLUMNS S S S •c) It C.oL: S LW; + 1.4 •bL W6 S L a.qi BlayloCkWillis :and Associates1 Engineers 1909 McKee St, San Diego, CA 92110 SHEET NO._____________ JOB NO._____________ TPN3E Or '70Qs'DNAL I4OI4EN7 Al COLLi1t4 • I..- - • T. •r sv PPCQT • 15 F .Kip 14 SOLID GkOuT ______ o.t61 - i:iii I if K •' - 46'7 0 I'll' 'P0085 LASC ! B "bESJGN OF Cows.4NJ 8ARI,.JG PLKrEc Al tNrL.IpQ. C.o k'.- ''s.. MAX PL4 1. (AT It'JTC(,oZ C..bL-uF-N) '346 t\J !JAC 70 SWsQINKAC,C , Cif EP arC,: 24(s.0.1 4 (1K * A 1 (ARING ARA . . q-156-0 t"i 6P.1NO TR.JGTH ON COL4t4N Prb (o e5..}.EA,) OK - 06c0)L0b - USE, 4-5 bAR5 - '.' • - - 'I It' ' If I ' Lo it 4 - /4. $ 1O AIICHCAQ BOLTS INC L. - OF FOCCE AT BASE OF B.AQitc, :STRtENGTp4 ON COLUP-D4 c,Pr, b 8+A,') D.(OS5YOlB4)11.4 9 -: 348 >t,4' - 8c rPp. By pi,'F 483 -1 -74 -7 a -..4 lNC IrREivorH oAj For/N, >2 • •IK -14 54Al --8 126.jfg6 DowE.L 6A4ZS.• •-, -.-. •,_ •. A (N) o Y, 154 0 5 G,•TraLLS • - - - •- .---••--- I - / • • -1 OR C. S (' 64 10 ) ' OL4i COL.. da--J 119.l4 g'lq +1,1 l1_v, + 2D - 2.5 w/i5 EW 2oTroH g:'-3 - o4°l iz. + i.i 1002. \tqf5t6 1b1 eorrop-i , '7.0 4-l1 's'-' ,e.'3... 4. s.'-1_ a85 ...• . 'WI64 E Bo7roM. q•04-I•-7 I I ,O. 4- 14 I?.' 1 V/sworroa- AI C.5 Cf;C1,C1o, dl A7, AII',C4I 318'O (A-e)IZ. 4.R.Apip a 7 - - ji I • . - m o DES,C,rJ oF C.OLLIt'-D.J oO'TlNC,S C.Rt A,JDI?00P 19 GRiD LoCATtotJ RfBuTAy LLI.t 1orAL 4ET FotIC, SrZ.E OF AREA 1A 0 C,iPDR1 Co1 OLUP*J BEARING a CoLut-4NS (Fi-' LOAD PPESsuP F.EINFORCCMEt4T Cot.oAD)'r K1105 '(iP) KtP$ 81, 68 5 '7 -0 ,'7 -O 'g 11 69, BiD, 61) Ii q4-, 1 251 q w'q Ew aowDPj RAMP IL + 0, 0 +,6,0 A 6. C. 14.,0 tT1 1O +4. .OQ.O " 13 2DfI'i lot - A4' -'D g 4.'75 • - 'tsj / (,tz 4 E w 61r.oM - '-o.i - q3.5 4.2.5 LoN'r. I1Tok ____ • 4 AMS.__omoM 4• 4J-O',c.l'-D . 4-1 LONG. .or-i • 10 it 4- ¶P -NS 6 OTrOH. U) I L p o Fri w -i z z o p Blaylock-Willis DATE l 8' and Associates. SHEET NO.___________ Engineers ENGINEERS___nHm JOB NO.___________ 1909 McKee St., San Diego, CA 92110 : SUBJECT______________________ _ _ _ _ _ _ _ £ilC ANAL?SI TD1AL LATERAL V m 7-1 '.CS'.,j CS: 0 V 'I3 ç 0'I4-''.J . 0I8oW 'TOTAL MEAD LoAD(II.JC.L_ RAMP STAS') Q)I-z..a x I& )( 0 IL( 29'9 (2) GTRnsks 451' 0 ( ID\/s1ALL - 110 cod). COLLJHNS 200 / K V 0 1.8 6 ( - Ac.i___i -11 P-41N___LENGTHOFSNE.AR. WALL RD f'4AL \iB[ P.S. pop,S 213 PS I IA.T LOAb ?4N. LREQ '2X5)(IOOO =47'o' 0 S(IOxv2-7q LE.iGT 0 WA LL iN NS DIRECTION a 'LENGTH 0F .JALL IN E-W DIRECTION . BlaylockLltllillis JUNE q DATE_ . . and Associates. SHEET N O. . __________ . Engineers . ENGINEERS_DH M JOB NO.____________ 1909 McKee St; San Diego, CA 92110 ) SUBJECT____________________ _ _ _ _ _ _ _ _ _ _ _ _ .ENrEp, oF t4 SS MASS TRISLATAWY ¶0 uPPER. LEVE L- P6F. PIG. W(OTAL .k 'LiPPa 1-V :NCLPAHP) ,. —3417'0 G 1 q4 SrA,&sg. 6LUtL.4,JS 187-0-b o 0 'ALL2. 8x 13° (.o4-0 1 01 71 t sqi ( (Q86 ALL B '5*:254 127k 17.41,0 t0 1-7 1-1-8 %"ALL I: 10-710 2117 B 2J541' 40 ENrc oF HAS - 2.I41'(ø I - LTIVE 'GIDI7lE5 OF WALL FOR Pb o14-1 IENDS ROTATION - Ph i4-Pk 17. GA rorAL ( >¼lo 'SPLAC.4ElJT 'DUe TO SENDING Blaylock-Willis-Willis DATE ______________ and Associates. SHEET NO '1 Engineers ENGINEERS_____________ - - 1909 McKee SL San Diego, CA 92110 JOB NO.____________ SUBJECT________________________________ • . .-- 10 twAtL'O j:. c TOTAL TIFFNES ARE4A(A • .ALL LENGTH MEC41. L - - 4IL (INS) h> 4.L /V&A I,, I _h • AS 6 I4I 4O 1Oi560 '0005 O- o-5B 4. lID5 43ZO (1'S4b4O '0o15 o''B 10 4 84. 5 3840 4JB57-D z. 04 41 -. . CErcR OF -f.-- - - '(.IALL - 4••" S •- - I '38750 o - - •• • - -, • Z 3° JJ4 3 291 !21 '(o4Zl 4 281 o 52t 0 S '4 :12 -pit: l4 i4fr 68 -15 dA 514 Blaylock-Willis and Associates. Engineers 1909 McKee St., San Diego, CA 92110 ECC.Nr1CInES e,-. L. (p -t '2.. . %4 > I-4u.Jo FT Z'N r FoQ NE) - SHQ. -ro WALLS t 'VDiR.V -r Z.'In5y -. + H,- . - V56O -S c 0.1 86A17. 3t(4_ 15o.1k-F7 Aoir CT ¶DQ - N-S WAL R R/ R R a- R ,t. 1T /R&' lEo 5 14 --S a 15 eb - é' 4 2 Boo 044 S 341,O '72-,.qe 281 io .D5O - WA LL 0. 27 0 (o34 is,q (e !It2 ( C0 i6454 II5 2. —ic 1 1 -- J - I 6 01 1564 , I Blaylock-Willis and Associates. SHEET NO. IR ENGINEERS H - .. . Engineers .... JOB NO.____________ . . , . 1909 McKee S San Diego, CA 92110 . .. . .... SU8JECT FOR _ . . q B WALL V 5 ;-7. -0 34 1 60-6 Il56z '5 (0 4- 05 s,.•o -Lo4--I844 I18(o -•. .---.- H NS WALL . - , _____________ ( TD&SION CX 5L & -33a4B 2.sc-243 —2.9 5 '2 3o 0 10-4 )342. 3 77.2q9 - - - .- - •' - - . - / DATE U"JL I6(- SUBJECT_____________ SHEAP, WALL. FOU AflOPJ LOAD -: .. \ALL I - LOADING NAT:o g o 0.q i"b# II(p #21xb 1+ 2J14): o< V4WALL :. 0 q '. II 5 5 o o 7'14(Il15 C: 2.14 O - . •. ... . t C II1D + 9 + 54 4 40 '1 • LOADING C0MINATION L b 4- L t S 1•' I( • •,I& 0:830 Pp41.Bk • 1. 44 ttz I tg LrADINC Cck6tNArIo4 in -L - r'ozJ- I .• .., - i5 ______ 50 __ 1 - '17 B+15Bt5 Ll.Sf50 q t41 ENGINEERS____________ Blaylock-Willis and Associates. Engineers - 19O9 McKee SL, San Diego, CA92110 SHEET NO._• I 0 JOB NO. Blaylock-Willis and Associates. SHEET NO Engineers - JOB NO 1909 McKee St., San Diego, CA 92110 WALL ! .LoAOIN Ob +5 WG,RoEoi(I'b1( +i.5s.O1) :q8i * - 54 c - '2- fc C L +4 4 I IR 8 LoAiO Com biNA-rtOf'.J 'U bL4- - D 10q,K - " L. •z.5 T-. ttI 2 LOADING _Dt.4 INATgON D4 L • -- -- -, 4-t-5• DAr:E ui.4E ENGINEERS . SUBJECT -. Blaylock-Willis and Associates. Engineers 1909 McKee St, San Diego, CA 92110 SHEET NO. I 2... I JOB NO.____________ \NftLL5 0.q I_+W W ALL 'rr :O t'Dx .Ip T - T -2B I --.!9_P —458: I t - ioo ' I- (04- 5 z O1 to c:1 - -"[D +-L - 'DATE 7T ut.3t: 1&2 4ENGINEERS____________ SUBJECT_____________ Blaylock-Willis and Associates. Engineers 1909 McKee St, San Diego, CA 92110 SHEET NO.____________ JOB NO. DEIC WALL OOTlt.JC,. . - 40,1 K So,- c.ves7. . . . K . .. PG 1 MPSHEAR Ar 6AS E b1 TIP '-O 4 'i4 /4'-o Br- LL . I2-—D PILL'b PiP WT. OV PlR 40K (NC'LEC.T IN DES jGs,1 OF bOWNJ LOADS) SHAFT ICTIOt.J ID eTT XS-0 x .500 t 2.. iT s 4- OXIODQ - 1000 ALLOW- ENO BEARING. 1T,. 4 0 o Kr 4O UPLIT APACfl( t-I4 .88 l< LATE RAL CAPAC.T'OF DiLLE. PR. tI'Je PASSNE FLUID PP.5SupF- 4.0o lb !cuff On Err 1YJIDfl4 0r2s4 LAiEQAL CA PAC TY/p/E . 2% 0 A. 4V . I.. - 1 .- 44 LA1RAL R&ssrNc ri- FP.icTiot.J 4r,4c.ro. - 0 • L,4TAL 0 x 2.14 0 to4 - (MM WALL) brAt LAThRAL I5709NC - V. I1ì. 4-(4. OI( J0TE , At,L(T ,ONAL L7.J(L Sr,-'C4 t...rj 6e By D. 'W L06L FWOH ThiiO,f CoL.cA/-4N. Co'crD 10 (N/4U. For/MC.s '7' -... •••••4 -.. . - ...: DATE- _NNE lq -L ENGINEERS DHM SUBJECT________________ Blaylock-Willis and Associates. Engineers 1909 McKee St., San Diego CA 92110 SHEET NO. ____14 _________ JOB NO RF__.J__CcorJ tli4 (P 00o5) FoR ''-o 4) cpcsoJ - -s VRTCL CONSIDER CiON AS CDLL.IMN 1T4 P . K 'DUC TO PActvc Qsti. ACTOIZED K .- . r,j A . . OF r\ j 14'? j, TIE &AM :' • 4 . I ii e 4 — 41 K PLA 1 usec cpprry' fo Oz -o w/5 # fo ce': I " Z. 64-o - >,(0P< _____cscIo,.J'N/4.D BELL vJ/&t#i\iLT 4 _4. Lip /57le$ .5F 4 5. • * p. I DATE_L4PJL 1q8t, .ENGINEERS_____________ SUBJECT_____________ BIayIockWiIIis and Associates.' Engineers 1909 McKeeSt., San Diego, CA 92110 - SHEET NO. • JOB NO. - ' DESIGI4 DF w&LL % 4 • '• tA.A,&IAL ot.k - . •• ., '. .HA- UPLIFT K ' k SHEAk frT BR$ 4-'; Lo ' W/ 4- -q LL v' '-O DQILLE.D P'( 1- OF PtEP ' (NEGLECT N O bovNLoc) ' 'T F RC1I ON lb ii F T 4. 5 - 00 H,K OK>OHo UPLIFT CAPAC,T'( OK LAT(&AL CAPACITY OF DQILLeD plep, 'lt E'(WALL SAHE AS F 00, I LKTEQAL 42EVSTANCE7 -FRoH DEAD LoAD O %'. •2.Lo q i8 jALL AC. LAT1RAL.. —2- +S- 4.L• OI( NOTE- ADOtTIONAL LA-TERL ViOULD IBE BM DEAD LOAD ok C-TeQ.io . C.OLUHN C.o reD -ro viAL IFF °°T'tJt S 9,%q -rt IN tN CPlSSoNS - U5( P-4E A 'jALL 'I/L. .. '- U %lo J/4'- LL 'vf61*IO __ 4 '- t .. •. -. 418 ri - ,• • - UNG 'ENGINEERS DHM SUBECT_- Blaylock-Willis and Associates. Engineers 1909 McKee St., San Diego, CA 92110 SHEET NO. _I ( JOB NO.____________ .- 1cp4 OF END '#.IALt. COLLAIANS (CokP)•O' . Pu(T•( 441 LIStr 14I4 wj4 U 9 A 1,CPAc 4q4_ 0 Y_, tNi TPJSION OI&-t - 0 ((OK F01Q VCT' FORCE TIPANnp 'L)SE 49 'DOWELS SHEAR CPP)C'rr cF T)ow(L.$ A4:40c' VLA ct' /.41 f-I - 0 O; Br. -4D(ooxiO 204K FDZ1MDCOL t'tO4: 4D k VACTOQ.D LA7AL 0 )c 'Io1 4 734 8 tDCR. TO BE RET) IvA J41 R'F IN DESIGN O TC CAI-1$ PIERS Col.F00714C,ç 'S U PC L1E BEA'1 SHALL CAP R.y A IiUJIkUP—i cF , IN ¶EI.JION) & 120-4Pgsctos,1 SEC-7 22 RILL iCQ LA 'K • ''':. 'Px :&t(o IiIN CT.uT 1= ORC.C. Lp 4-8 •••. 71 SiLL F -Tic I 'o '-''o ••':• . • - 0 •• . 04$ ' ' .' S •. DATE- LJPJE 1q8i. ENGINEERS_____________ SUBJECT_____________ Blaylock-Willis and Associates. Engineers 1909 McKee St San Dego CA 92110 SHEET NO. 1 JOB NO.____________ 12EtNFORC.E4ENT ft') ULTS4AT LOAD. C4DtTioJ U L'D - St' SrsS VL Vu . - 8)( IO%Os838x%L Sl SHEAR s7gES5 cR'b 'CNC ID 50gA By H0i7-. REIiJF V-Y .. 1.IOq I175St >5o/s, (') S HEAP. PEINF ,Av _v LET SPACIP. I(O ' f'1 1215 ( • . ,AcHIN? = 0025 x ox t HOP.. . . 2 ___s1RSOF _4@. __ (0 '41 tcrio..,f i. A $Zr . o ______ vr SHE.P.-__A __SCbF_ NNALL t PL- t' 4EA CAP.RICD B'? END ',ALL COLLAkNS — 4DS (81*Q bovjELS), SI-4E.PQ. -ro BC c..p4Rte f dEQ.r .JL( 6 -408 *44 VLE-r Qr.jF s. o 2. U Z VL4 0 B II 2 aO$I 0 1I 2O_215 DE'OoFWALL_ AS AM - __5PANNIN r. —O TO SPAN RATIO T H Eee FDP Lf SMALL NOT ZE CLSi A OGtP FL1CL1Rt -1kR i• ,•-. •' • • S •' - • . S . L DATE q8 ENGINEERS ifr1 SUBJECT_________________ Blaylock-Millis and Associates. Engineers 1909 McKee St.. San Diego, CA 92110 SHEET NO. ______16 _______ JOB NO. : Act 118.111 4IQD FAcToQtt LOPD W LA :I.4((,.Wt) FRo-4 ••t. + ii( I544. .00) B K . . )' .2J-Ln 'L.5o.0I5 ,, / ID ID AT CVJTlEr k '184 "WALL OF SPAr.J - 4': 4 4 e- 10 A.1 1 24-4 .: '2 t,o-o IZo (L 24.8i /24 4 IOl'o f- 'c c2.. 05L f' x ~ 1A5 = 0 02.6 ,10yI11 I ?.l1A OF IV-JSso".J IN T: A1 7) 70 LA1Ut Fo6 (AF-F. Po 'e cm-c-s) AS e600 OB 9 lv' 0.Q Y.6tillym IL TOTAL AS 4. 644vi, WSL - - JO 1 L4 SF_ '- co DEG-4 __OFCORBEL SECNb I bVI1 BARtNG LPJC,7H \/Li OR, b cb(0854-c.ACL Li. :o2.Vu A s C120fS PIECE WELDED it A,: lO/ ,q •:.Iic' 'I 41I ts 4 0 C LLr'JC,n4 oF Co2&CL 24' tLQING LfrNTh: 110A4 4,6 in LASL 1' -t 'or o1: Co6L 73 . SUBJECT______________________ II SEC °'ld ..0.12_ d 2M•2.- o'i2 NLA V, LP 1\[Nw/vJ[IoJId] S (' r 'bt /v.SJ &.1d - t -o - o15] g( t[+ D] r 1 ,q0 '004'L - .O4(c7 ) = .4 XO/ '°° 0 - 0 05 oo(oS (o.) As ? •004-2) 24 2 (a us a it CLOSED TARPS o r. A q( t4rn - I)SE 4*4 -Tin (A s -- HP0ir) LJNtFOPk ISRtATb Ovr- OF ¶4E £FFC.TI%JL Dpn ThRsSONAL /-40kEN7 IN V,4L.L.. ,4Cflt.IC. AS A BEAM (a ) - gq x . - . ,.- . .• ACt i—fl 4'P,JT14 8.LDv,J 'NIp.4 1OQS'O4 4 Sur it - D4eCL.Ec7EO ia-o i I \NALL TOPPISJC Lh = o L 4 9/2 1 J : O4 -b - 4t TORSION Rr-'tF DATE_AIJ ENGINEERS___________ Blaylock -Willis and Associates. Engineers 19O9 McKee St, San Diego, CA92110 SHEET NO.____________ JOB NO._________ DATE V Blaylock-Willis __________ ENGINEERS . and Associates. SHEET NO. 0 V Engineers V V JOB NO. V •V 19O9 McKee SSanDegcA9211O SUBJECT L V -TORSI oNAL S1PEAiOTH AlTAISUTASLE 10 co#VC - 0 T V 0 re 08 ,'54 1 V V. ______________ ____________________ = B, SIR z V V - [7+. /04 V 14-1 98 V V CtT / V V 2J(, 1 IY\ V V V ¶DSioAL V V •1 i:oR V ti 4 \RT- gss r'j WALL >.,. I41?.XIZ 7I T cm 161x1 -e-O -'ii V F L E)c L, P. Al SH (3- A 'RE tNFOLZkrJ1 Boro k1)4&) bJ -" :2 _-t_ ,OY. I'll I AI 11 - V 1 V..t4 •_V: Y-000 SV V :VO 4 v .IN s VL4 oV - o 4C9Ot - -L AT . 0 oo7 1 1...s, 00L Dt S cob co° oo 16 5- I frvi rl 2A1') :0 '-i.o - (DI I MPr)L 5 Y- ir1 44 - IKJ I'lLL. (Z— 16 O'_. Blaylock-Willis and Associates. Engineers 1909 McKee.St, San D3ego, CA 92110 SHEET NO. JOB NO. 2.1 LoI4C;r• S TCUL R çc 4L — 2.At ()L 4. Ll . LOWCeiT TCJL p.J WAtLL. '5 AbtLt.A1t RINFORC6HENT IN WALLS .. . ULrIAr E LOD2 t.o x G t•0 .,,-L_• S&iEr R SSS v Vu 4bd . 08 SHEAR Ca'ED 8y ONC 19 - J77 ioq £HAE C,g,eo la y HoRZ PE'N P. Z Y r2 -'09 5 :I5c5bss v-v bs ASsuHC %l' gA v •:. 5o S.i,.ii,i1... -0 H 11,4 LAS( 2.. LAYCRS 4 J" i (o 4O) o:l1 :0 .4c 1 LfP.$ OF W 4I(o"VcLT F WALL A C, CAt'j SPANI.JIP'4C) 't DEPr- TO SPAN PflO o C43 Tl -f,ORL 54ALL toi qC cLrss,r,cD As A DP FLtvPE Pt7kISER D-TIC(EGuiv VOL) L L FAC-TO LOAD — 4Y. L -A 0 .J J'.LL t I 4. rLq5 a -'- .• .. -. .. DATE iujc :1q 'ENGINEERS___________ - - SUBJECT_____________ Blaylock-Willis and Associates. Engineers 1909 McKee St., San Diego, CA 92110 SHEET NO. _______ JOB NO t4k - B J tO __IN • L__ - Lit - io.tsq - II • \ •; '-O0 FD 2.4 Z TE.E K 11808 04. r- 0012. - - V 41 - - ._._.sII I I -ç 1 00i2. ooi( A- 006I0 I S 9 2 a- I' Lfl - L2. ,O 1OTAL A, 2.-4 •4-' Ih1 it (4ou.i') 10 1p 1 4.I2Ji _I'4eQ'Z.I.J SIDE _ACE - 'DES lC,4 _000EL oi wALL I PANJ 1ETvJEN STEMS ' 4'-0 Vu EFECT'\/ _.jIorh1 oP'LDc, b 1 40. - i- 4 f:L1' CI Dir. RoHCJ. or. WALL 10 . OF PR1IjC (c o1fll=wtorH OF BL-iP,t..,Cj 16 LO 'ST ET OF SeAQf 8 t.t or -. -SHE AR. 'FR ir_Ti0NJ __ 4 f O81r p - E'N ___OQ _bIRCT ¶eN5OF-.J (\ Fo NIN) O LA - - 2 0 Q'r • .--.,. -: :t'f•-1 o- SbD • ,. .. .. Blaylock-VVillis and Associates. SHEET NO._________ Engineers 19O9 McKee St. San Diego, cA9211O JOB NO._____________ TO RIES1.5r HoH F. JT NJ #t \J Ni u (k -d) - 1 5 4 195- 0 i(Od) O'SS N60 g.0-601'-L5 O4-2 - 0022. I*i •Z. f.4lN 'oO22$I OOZ. (GOVERNS) 'O OZ ILII L 5 z 0 OIN5 Dr5rp,6L4rtoNJ OF TOTAL tNF Asi,As) - 3 ( LrH Qf Ppjç, ( o S a K 4B01 C.0.8 K STEM \/L4 21 PiR'y PINF /4s Ø oeA4#Ac i. o so 010 o Avç. -A, -o& o 4 USE 4 0 C USC2.5 7NS':N1C Ci4EC.t vCRT. P't.iF its. WALL A HANOAPLir 2,0.51 Aois"raisurm DvtR L 4B' A v 0 ( 48 DATE 3ut.I°'S1. ENGINEERS____________ SUBJECT_________________ Blaylock-WiOis and Associates. Engineers 1909 McKee St., San Diego, CA 92110 SHEET NO. ____-44 ________ JOB N TOP.5IOt'JAL tMOI4Ct'.1T IN '.iqPLL At'flP'JC AS E.AH. A SC u HV, DoBLC TE E LoAD'JC, ON WALL LLC C AS LAWFORM d e 8co IS uiGS D4wU. .. ..- 'i(drcDcupPoT foo•tor -ip 4 iZ At SPPOQ1. S AT ': . . pPor Vv AT ),Ie . .. S.kI.pPRT Id I 00 0 2 4(. I. FOR'M ALL (F122.) $4. )e X12. * I0II4 1q 1 UI T BLW _W 4'C .t1 __ __ __iON 44y _13C We6WOTUD = 086704.1sIq141, _I Y. = 1'1- iP > z. 4 rr -. -- -- .. .. S• S . - 5,_S . - - . _ •-I• _ Blaylock-UViHis Va ciates. ndAsso Engineers ENGINEERS • . 19O9 McKee St.,San Diego, CA92110 ( SUBJECT .• - SHEET NO. 2 JOB NO.__ . V ., 0PiH ANAL.Y51 5 (S's N-S V S-4GeFLw IN _TOP SLa5 V V - V lro,N'r V. V V V + V V V PF 7F-fCKWE.S5 or roPP".iG V V AVE 02 AC."Lf __WALL V V FAcT. LOAD V V LA '2 -)Z. -G PSI bd 0 85x215 K 8 4 -L 2 MIN H V -' PDQ WELDED WIRE 'A'C. 0 18 o u- IE Cc( _2v2..ct 'SHC-AR, CaE'LD By, REINF A (Y y7r. _6.j5(vl%__ s _—Ioq _c)2.__25Y vo OK <'06 PDVID kIMijkrLo(L4PLSTQtSS PrH 'ro SP4'I pqrto OF TOPP/N ' : 0 (.o5 < IW )CC Ft. cO 6 1..P6 e1 4-ç Bc AS AN OiDINA1 FL-E)"'p4L 4eI4& UMlFo2H ttD All oNTAL LoAD /Pr: "SK 5/,q8 414 PS/PT t-4 X. rcNg:LE SrESS IN Cot.JCrC J. 414kIE't7. I( B 2_5_.(t8 CL 1410 L . V VV .V V, ••V . , V C;ATF JL( L ENGINEERS_____________ SUBJECT - -. .Blaylock-WiOis and Associates. Engineers 1909 McKee St., San Diego, CA 92110 SHEET NO 2_b JOB NO.____________ C4O-D FORCES SrHIC P.4-5 (L4P.3tFO LOAD /FT)WI (1.j,& .4 13IIr : 8 . - CI.o FoL z 'L%84 - ti.. (o CDP -rOTA- L DAC OPC.C. : 4-7 GIZIDS (g) is C.I.1oRb &.'DRAG FOR.C.ES S)IC Wu 6 56 14K /Fr = I5155 Ci4oP-D r0c6 Up CSRI.DS ® fEN. o\ . L oi-iP1 TDTAL DAC, FDQ-.E = I It 4.< 11 GAIDS bStC4 OF DRAG HEMBER C,iD DRAG R.4 466 L bA =,46.1 -0 - ACT SLPID.RNESS EFFECT 0-11 0 iit - 41 > S4 HI/ 021 ( Li SLe.iDNS E.FLCT kUS1. 6 OF_F L EC_Ttc>W OF D12RG HC stP, ACTtN& Ac 8tFJt1 LA ~JOE SLLF wi -D z: 4V 11 2..65' j" 01< Fog - ELF 1 btii- DATE_iL4L '2 - ENGINEERS SUBJECT - Blaylock-Wilhis. and Associatese Engineers 1909 McKee St., San Diego, CA 92110 SHEET NO.____________ JOB NO._____________ ISTBTIO l`-J .0ir C)-Cr OCES ALONG LINE it TOTAL FOR LJALL o - V?ALL 'yrLoog 4(08'3,'64 5(41t £tczS = 8.82.klF7' t,(c.ccc (A' K.Içc - LINE ai LINE (') t 4co%1. 0 L t : - L WALL fl 157 4f4• K '8 t24l8. I MM DQC, P IC - 4 SCtF'JT I 4x 0 III roe. P lL16: 0.-fl s 423 ti .H4(1h1IXh1.. 0- t. 6. 2.10 o Al k 110 7( I - rrs'o 5Co 1 S 0 Y. (O 7. I I I -rorAL. As.FO 48 f 2 2/NI .4LONC, Lir'.JES 04 '4- ® Blaylack-Willis and Associates Engineers 1909 McKee St., San Diego, CA92110 SHEET NO.____________ JOB NO.____________ LItPDcoP OzoJTAL DPC ¶PJfr . ,P.f /L1 AT WALL A &8t/.s541.0 0. Ito Ir USE W4 1,5 " O LINE Av~1D 1/8 DIOO USC 4I8' 0 C. LINE® AT LOD SL LASE t'C Lis® 4 - ir US G W /" O'C Li bISTRIBUT ION tF cQ,oc, FoQc.,E ALLJC, L_uJ65 (E) I4JFLL 41 505'-o - •... _'.. V FL ooP. 41 •2. ', K / /.- / q (tAIALL - EXESS - :2 41 k/K 1A.8 K fit S I-) AT WALL o i . o c. = . DATE - - ENGINEERS______________ SUBJECT_____________ Blaylock-Willis W Associates. Engineers 1909 McKee St, San Diego, CA 92110 SHEET NO. ___________ JOB NO. -STAIRS LoAi)S -: D.L(tI'.JCL. STRIPER4PCASTT'HRE4DS) 85 -sf L.IVE LoAD ioofrcf A- —C : DESIG N OF STIPsJCjE. - - PRECAST SP4N I5-0 (ubL ( i!'4 454)x 15 K - - lcIoOo - 2. -K ,Fr "TtA I[fl TS (tue TOLL) i x -55 S'GER I Fr ALANC -. .. - BENDING 1. TORSioNAL SrRsss. tQf T f AI20 + 0 o4L Vt —, (okA1 ENF ,N PRECAST rRtAb t? 4 K- FT /Fr 0.144 F: - t I A s 00 (4 0 iS Liss TS COL '7 12 4)(4 (o Sy 41 IkI ~MAK P,4 - 4iK I i- 4.00e5) =115 £5 . :4 St ?/_ '2 : 14kI KL. .i OK IASL 4x 4 Blaylock-Willis q IUL'( I and Associates. SHEET NO.SO -. . Engineers ENGINEERS 9 JOB NO._____________ 1909 McKee St. San Diego, CA 92110 ( . SUBJECT DIGt1OFRAMP - SLAB_SPANtsJlNC,ACI q f-iN TWIC..e<NCSS : 'i..o I - 10 L)SC X-05 4- Y.__0 _'&Y 4Olrr F - b 405 04 ii. 00 . 1Ltyfro U.L j OVL.(a 5 D -L (a i' - *.. USE '.4.c (o .i WL DisiR.iTio,'4 STEe = 'OOtB*'L s (44_(oto) (. bOvJLS __ppce _LEVLL TA o PIAHP 2-ol24.-O: boo m4t 4, DL O ,(p $ç4. T0rAL LOA LOA D wO iio KIt'S SiSHsc Ni-S - 0 I8 Y, 69 6 8 01 K 4B/ o48 KFr - o Iv . 4 OBS4-0 - -. uc€__ AeUTMNJT_WALLS C05S'4ALL 'SPAWN ING SEYJEQ EASEHENJT CON ,C,- 2 I_--- ;C'>_ -4- 0-6 K/Fr SOIL OIL. . &P42IN6 Il -. 14'- _ tit 4 .4R% 40kT ovLR GASc %5#I2. 8 b10 4C) ... -. - DATE 3 . . V BIaIock-WiIIis Sq- and Associates. E V . Engineers NGINEERS V V 19O9 McKee SL, San Diego,CA92110 SUBJECT -. SHEET No. JOB NO.___________ t1L4 - '45 Y tob V iO0 12b :2 - I35 V V .2• V . V M ,j I s. 0010 o o I As oor3xio USE (0 OP ,f TTDI1 MA SOIL 6EAki C PkSsu c ex t,o RAIiP ASS L.H1 1 '-IO .J'Dt FTC1 OF Bt9INC. 2I 0 V .. V V V 4XI'83 VV:V SHEAR 0LJE7OSESI1lC . L6 - V V o 4okS V V VL, 0 5 4. x ( IS'o: 144(IZ1 - V 4 - 0SI V 055*10Oo%i V V CPUiC-D 40 ReM c&irE - -s•I5 -JI F ,f,0U UT1LT WALL jr70 ckoe,5 , WALL (3o' TOTAL tir) j SHC-AR D(.4t TO SISM,C . - VA- 2O$5Ox2.4xp' I -.--- ff V V . . V (i••O V Vt 'CL4 V la Volo 08 V -Th - W4 1'i." V . USE .i IN. FoRSR.jALL V V - - ' - Lit 6,TC, GOAZ AD -_lffz it 14499 —I, 1, DATE— ENGINEERS____________ SUBJECT_____________ . . .., AMEN : ALL r WALL (sPNI ASNT - '- o 4.•-• - e - 2±11 fl F b - 83 -- - LA St OO I OO' O1 X ILB ' IlO . • . . I iii --I• —I L.ic 1 'TOP )4- oiioi- 45 MASAP.b (R L 9 AACM,DETAIL) 4 — • -U e>C 18LE 24, Po1z AB .' c - SWEAR AT 'AS E 4X50 SOO lb H U€C T6L 2- (,.iovjA8Lc -VrjO 16) 'I '2. o'-C' A8 4 0 a I CNEC 71 : oF -rp Ji o oc. ,I4- 12 HDHEJ7 •PLE 10 V1ND TLNIof'J j pJC -P LSE ?ntc!oN S7-1D )10 (iiN ,L(& TL"Jio,',i 52O ('sc ALLOJ e,-icn i Blaylock-Willis and. Associates. Engineers 1909 McKee St., San Diego, CA 92110 SHEET NO. _____________ JOB NO 1-1 V 'F t C A1% o ) S eOLXETE D0 cr BE 4S - psi o o c'P t3G 4 'O PSI e. to I?ELE.A E re E-i) £ TN Foe DOL BLEThES 4 E€ n S - As CE BY DEStJJ NoTLESThk) 3Oop.st IiJ ULT -JTI. 7(#a70) 169 4. LOSSES - (cnA ¶O? Clo- u coEct - AS TM A (o 40 U NOT OT€)E WELD WIaE eic -14STM A-(o k5 C,oxgs 4 LoFx's 79 USC - Ac I L1- - pep- LL i rn i9osc Lo# S A€.E P jV Z-1 fcaT TOT j-Spj au c-ru , c rit€ i- NC 2 -•: t • V V L StAD ' V V JORN joe STRU CTUR ES, Inca PO. BOX 2578 CKD 4" 'TEE .63' SPAH 36PSFLL 21JUN82. --SHEAR RHALYSIS - IHOLIR FIRE RATING DESIGN x Vu Vc Av(st'') 0 TI L= 63.80 FT (FT) (PSI) (PSI) (&6' '0/C) 24. 00 IH.TT WITH 3.80 1H.TPG. 1.13 2.08 196. 190. 273. 316. .050 .050 TI WIDTH- 96 IN. MT = 34398 0 4.20 176. 279. .058 F'C TT=-5888 TP&= 4080 PSI 8.40 149. 152. .049 TT COMPOSITE AREA 524.88 ' 12.68 122. 126. .048 INERTIA 27896.47 . 41877.42 16.88 I i.ee 95. 68. 126. 126. .048 .047 Yb 16.57 19.51 2528 41. 126. 0.880 LOADS-------PSF-----K'L.IH F 29.48 .14. 0.808T---- 126. I -IT 68.4 33.60 14. 126. 8.000 TPG 38.0 :384 37.80 41. 126. 0.008 S.DL 2.0 . .816 42.80 68. 126. .047 IL- 36.8 .288 46.20 95. 126. .048 . .106.4 . .851 5840 122. 126. .048 COMP '38.8 . .384 54.60 149. 152. .049 .;ULTIPfATE 212.9 1.783 58.80 176. 279. .858 • 68.92 198. 316. . .058 - 16 -12 IN 278K STRAND 61.88 196. 273. .050 1115 HARPED -e PIIDSPAH CG 0F STRAND IS 9.08 IH.€ END 'CG REACTIONS PER FOOT OF TEE -WIDTH OF STRAND IS 3.75 IH.e HARP LEFT RIGHT. CRIT. PT. IS 26.70 FT. FROM END .<ip KIPS * ----DESIGN -HOPIEHTS( IH-K.IPS)----- H'C SOL 3.35 .86 3.35 .86 - - & CENTER & CRIT.PT. LL 1.13 1.13 FlU KtU =.9905 Mu CAP 12680 =. l.Mcr . ..8955 .12483 ULT. REACT IONS/STEM M'N'C : . . 5000 ULT 26.83 26.83 4948 Y:ti COMP . 11786' 1768 . Mu NxC REG 7600 t'IE6N ZS ,E,. .LI'7•• GL ---EFFECTIVE STRESSES-------- & CENTER € CRIT.PT . (PSI) . . (PSI) -. TOPPING . 320. 316. TOP OF TT 1015. 1019. ..'B0TTOMTT -358. -355. RELEASE STRESSES a..' e 25 IN. ' e HARP - FROM END POINT -TOP OF IT 26. . ' 239. BOTTOM IT 2503. 2828. RELEASE STRENGTH REQ 4171 . PSI -------- CAMBERS(INCHES) --------- -LORD. &RELEASE &ERECTION FINAL * P/S - 3. 21 '. 5.77 . .7-05 . TT -1.89. -3.49 - 1.. 1'3 . 2.28 2.52 . .T.PG • . -.96 -2.20 2.• : 1.32 .32 :SDL, *•• ' - .03 - .89 .22 LL .: ', .. : .•-. 60 2 -38 -" JOB4 P1A\EI . ORN •. ••. •. . . STRUCTURES, INC. - -. - .. PO.BOX 2578 CKD -• .. . •,. .• . • CHULA VISTA. C (714)423.9030 SHEET OF - - SH• '-SHEAR ANALYSIS ---------- X Vu Vc Av (F1') (PSI) (PSI) (SQ.IN'FT) 1.63 177. 295. .042 2.00 , 171. . 316. 2.88 171. 316. .042 4.00 137. 316. 0.080 6.88 102. 270. 0.008 8.08 68. 168. 0.000 10.00 34. 126. 0.080 12.08 8. 126. 0.080 1-4.00 34. 126. 0.080 16.00 68. 168. 0.080 18.00 102. 270. 0.000 20.00 137. 316. 0.088 22.00 171. 316. .042 22.38 ' .177. 295. ' .042 REACTIONS(KIPS) LEFT RIGHT SERVICE 60 68 ULTIMATE 87 87 -. USE STANDARD 5x12 BEARING PAD "L" BM '12" LEDGE & 24"TEE - . 1 HOUR FIRE RATING -:: DESIGN NO 82 . L= 24.00 FT BEAM DIMENSIONS (INCHES)-------- ' 81= 19 01= 12 B2= 14 . 02= 22. .83= 15 03= 2 v.A.... .0 . r.A- •:. D -? - ..J ,J iJ -I - F'c P'C= 500€1 F'c TPG= 4000 BEAM COMPOSIqE DEPTH 34.00 39.00 AREA. 536.00 INERTIA 53021.98 .113248.25 Yb 15.77 21.81 ;BEAII -LOADS------K'LiH. FT. ------ - -' TT. ' 2.180 'TOPPING , 1.220 '-SOL •: .064 LL ' .968 '. IN/C 3.480 1-COMP 1.024 .,ULTIHATE . 7.263 - 6-1/2" 270K STRAND & 3.25" C:GB MILD STEEL REINFORCEMENT : TOP.P,'C .6. SQ IN. & 32 IN -------BEAr9 MOMENTS <in-k)------- &.CEHTERSPAH Mu RE' 6275 CAP '= H 7671. 1". 2 .P1c.r= 5809. .Mbeartu= - 482. MN/C -:29 = ,. 38. -M COMP ' 885,. 4788. Mu H'C CAP= €283 •• '----EFFECTIVE 'STRESSES & C'L---- '- TOPPING •: • .137. TOP OF BM '. 873. ?.BOTTOM.BM ' -346. . RELEASE' STRESS •& END TOP OF BM . . • -322. BOTTOM BM 829.. .:Fci REQ=,3000.PSI TOP.STEEL,REQ= 8.00 SQ iN " ------ - CAMBERS (INCHES)--------- LOADREL' '-& ERECT FINAL P'S 12 21 25 BM 'H ' -.02 -.04 -.06 1 10 17 19 H/C -.11 - 1 -k...-. - • .u,.., • .01 SOL ---08. 1 05 81 LL ,. -02 JOB 1' '' .-.- •• -••.. : DRN STRUCTURES, INC. £O.BOX 2578 CKD CHUIA VISTA CA. 174423-903O SHEET • .• • -0 F * PKG BM W'120 LEDGE & 24"TEE *63' -C.AMBERS (INCHES)- 1 HOUR FIRE RATING LOADe REL e ERECT FINAL DESIGN NO 81 L= 27.00 FT P'S .33 .58 .67 BM .-.04 -07 -.09 BEAM DIMENSIONS (INCHES) -------- .29 -N'C .51 -.33 .58 -.58 BI= 21 DI= 1 I .18 -.80 82 ,14 D2 22 SDL -.00 -.01 .83= 15 03= 3 .17 84= 64 D4= 3 LL - .15 -.17 F'c P'C= 5880. F'c TPG= 4880 BEAM COMPOSITE l SHEAR ANALYSIS---------- DEPTH 34.00 40.08 x Vu - VC AV AREA 568.80 (ET) (PSI) (PSI) (SQ.IH'FT). 'INERTIA 55502.87 134358.51 1.67 364. 297. .281 Yb . 15.35 21.55 2.80 354. 316. .158 BEAM LOADS------K'LiH. FT. 2.25 346. .277. 316. 316. .126 458 .096 BEAM .583 IT 675 288. 250. .896 4.216 TOPPING 2.394 9.00 139. 157. .896 :1.26 .SDL . 11.25 69. 126. .096 LL 1.890 13.50 0. 126. 8.880 . . 2H'C 6:610 15.75 69. 126. .096 - . I COMP 2.816 18.00 139. 157. .896 ULTIMATE . 13.460 20.25 208. 250. .096 22.50 277. 316. .096 14-.I'2" 2781 STRAND e 3.25 CGB 24.75 346. 25.00 354. 316. 316. .126 .158 MASK 2 STRAND FOR 4.5 FT . 25.33 364. 297. .281 CG OF UNMASKED STRAND= 3.25 IN MILD STEEL REINFORCEMENT . REACTIONS(KIPS) LEFT RIGHT TOP P/C .4 SO IN & 34 IN . SERVICE 124 124 MOMENTS (in-k)---- ULTIMATE 182 182 & CENTER & END OF .................BEAM MASKING Mu REQ=.: .. 14719. 8177 Mu CAP= 18061. 15569 l.2f1cr= 10194. P1BEAM= 638. 354 • M H'C = 7228. 4016 BEAM LEDGE REINFORCEMENT P1 COMP= 2204. 1225 Mu H'C REQ=11012. F'c 5,000. Psi F40,000. psi Mu Ni'C CAP=12718. . Ledge depth = 12 inches Ledge width = 5 inches -------EFFECTIVE- STRESSES-,-----. - Bearing.width= 5 inches TOPPING 295 164 TOP OF BM 1955 865 ULT REACTION FROM TT = 27 kips BOTTOM OF -674 129 ULT SHEAR CAP = 58. kips RELEASE STRESSES As rei'd/TT stem = .61 s-%. in & 25 IN & MASKING *3 BAR REQ'O & 8.6in.o.c. or FROM END + TRANSFER TOP OF BM -643 -636 *4 BAR REQ'O & 15.7in.o.c.. BOTTOM BM 1562 1727 • 4* .3 TOP STEEL REQ= 1.49 SQ IN TTT P1MI ORN - JOB 4' 7T f/A".JMIN& STRU CTLJ R ES, INC. IO.BOx257$ CKD CHULA VISTA. CA. (7)4)423-9030 SHEET OF 34U Kurti Street Woodward-Clyde Consitants Sari Diego. California 92110 714-224-2911 . May 28, .1982 . .. Project No. 51192A-PS01 t ' T. L. .Sheldon Enterprises 2254 Moore Street, Suite 202 .• San Diego, California 92110 Attention Mr. Terry Sheldon • O - SOIL INVESTIGATION . - PARKING STRUCTURE FOR .. .. . --THE GROVE APARTMENTS . . CARLSBAD; CALIFORNIA . . -:..'• .. -. -. •. 4 . .,. -.. .. Gentlemen: . We are leTased., to provide the ,accompanying -report,, which pr&- 'sents,the.results of .our supplemental soil investigation for . the subject project. This study .was performed in accordance with our agreement dated May 7,- 1982 and your authorization of . May 10,' 1982. •- • . . The report presents'our conclusions and recommendations per - taming to the project, as well as the results of our fiëId explorations and laboratory tests •• . Our engineer assigned to this project is Mr' John Moossazadeh. If youhaVe- any questions or- if we can beof further service, please give us a call. . . S Very-,truly yours, ., . - WOODWARD-CLYDE CONSULTANTS . . • : Richard P While RE 21992 RPW/JM/eej (2) T. L.Sheldcn Enterprises ,• • . -• '(2) Charles W. ,Christensen & Associates (2) ..Blaylock-Will-is & Associates. . . . Consulting Engineers Geologists .. • • and Environmental Scientists •' -• . . • . 5 Offices in Other Principal Cites Project No 51192APs01 WoodwardCaydeConsuftants 0 Sf .5 •5 1 TABLE OF CONTENTS Page PURPOSE AND SCOPE OF INVESTIGATION 1 • DESCRIPTION OF THE PROJECT 1 FIELD AND LABORATORY INVESTIGATIONS 2 • SITE CONDITIONS 2 • Surface Conditions 2 • Subsurface Conditions 3 . '. Ground Water .. S 4 ' DISCUSSION, CONCLUSIONS, AND RECOMMENDATIONS 4 • Ground Water I 4 Soil and Excavation Characteristics 4 Foundations 5 • S - Spread Footings 1 5 • Bearing Capacity 5 . . Lateral Capacity S 5 Drilled Pier Foundations 6 - S. Downloads 6 • Uplift Resistance 6 Lateral Load Design 7 Pavements 7 UNCERTAINTY AND LIMITATIONS - 81 FIGURE :. • l Site Plan I S • i 5, * Project No'.' o 51192A-PSO1 Woodward-Clyde Consultants S • . TABLE OF CONTENTS * • . . Page • ..•..,• APPENDIXES - 'A. Field Investigation A-i Figures • . • . - • A-i Key to Logs .A-2 through A-4.. Logs of Test Borings B Laboratory Tests . B-i. . . -- Figures . - • B-i Grain Size Distribution Curves • B-2 R-Value Test Results C Logs of Test Borings 4 and 7 • - From Report Dated August 25, 1972 C-i • .,•,• • • . . • S • . -- •• , p S S p • - . *.- -; •., . • -. . .*. - . • . •. .. --.-• . . . * . . . - * •, S - -• - - - • -Project-No.51192APs01 Woodward-Clyde Consultants S S SOIL INVESTIGATION 'PARKING STRUCTURE FOR THE GROVE APARTMENTS - ' ' CARLSBAD, CALIFORNIA .•:- , S '' PURPOSE AND SCOPE OF INVESTIGATION This 'report presents the results of our soil investigation at the site of the proposed parking structure immediately north I , of the existing pool and tennis courts at The subject apart- ments. The apartment complex is located at the northwest' •, corner of -the intersection of El Camino Real and Avenida Espana ,(Hosp Way) in Carlsbad, California. ' This report has been prepared exclusively for T. L. Shel- don Enterprises and their consultants for use in evaluating the property and in project design This report presents our S conclusions and/or recommendations regarding the general site and subsurface soil conditions; type and depth of'foundations; , ' allowable soil bearing, lateral, and uplift pressures; and asphalt pavement design recommendations for the proposed two- level parking structure. . DESCRIPTION OF THE PROJECT , ' - For our study, we have discussed the project. with "Mr. Sheldon and Mr. Dennis Morgan of Blaylock-Willis & Asso- dates, .and we have, been provided with "Tentative Map of España 'Antigua," dated August 3, 1981,. revised November17, 1982, prepared by Charles W. Christensen & Associates, as well as undated topographic and grading plans for the site. In addi- tion, we have reviewed a soil investigation report for the Hosp Grove Apartments in Carlsbad, prepared by Woodward-Gizienski & Associates, dated August 25, 1972. • S S - •• • • •' ;5 . 'S .5 •.- -'-5'- Project No. 51192APS01 WoodwardCydeConsuftants ..- , -, We understand that the proposed project will include the. construction of a second story parking structure to the exist- ing on-grade asphalt concrete paved parking lot. We understand • that the new addition will consist of 12 inch round concrete • columns and concrete', floor panels and shear walls. Maximum , loads will be on the order of 200 kips for download, 60 kips for uplift, and 400 kips for lateral on the shear walls. '. We further understand that the existing on-grade asphalt • pavement will be left intact as much as possible to be re-used following the end of construction. In addition the laundry and storage buildings and dumpster areas will remain The location • and 1ayout of the project are shown on the Site Plan - (Figure 1). -- . ,, FIELD AND LABORATORY INVESTIGATIONS - -, - '' ' Our - field investigation' included making a -visual recon- naissance of the existing surface conditions, making three test - borings, on May 7, 1982, and obtaining representative soil samples. The.test boring's were advanced to;depths ranging from • . 4 to 22 42 feet. The locations of the borings are shown' oh - Figure 1. A Key to Logs is presented in Appendix A as .Figure A-i. Final logs of the borings are presented in Appendix A as Fig-' :'. ures A-2 -.through A-4. The logs of previous borings are pre- sented. in Appendix C. The descriptions, on the logs are based. - ,on"field logs, ,,sample inspection, and laboratory test results..,. Results .of 1aboratry- tests are shown at the corresponding' sample locations on the logs and in Appendix B. The field - investigation and laboratory testing programs are'-discussed in ' - 'Appendixes A and B. ' 1, , , , . . • . , . ' SITE CONDITIONS Surface Conditions ', - ., • The project site encompasses a triangular gently sloping, ••' . asphalt 'paved parking, area near, the center of the existing • 2 •• . •• .' ,• .. Project No. 51192A-PS01 Woodward-Clyde Consultants ' • Grove Apartraents complex. The area includes two double rows of northeast-southwest aligned covered carport spaces and a por- tion of a single row which trends basically east-west. The . northernmost double section is flanked to the southwest by a storage building and refuse dumpster bay, and to the northeast - - -by' a laundry and storage building with a' similar trash bin recess'. Uncovered parking areas are' located to the east and - - north of the subject parking area and border 11,,:1 (horizontal to vertical) slopes which descend 10 to 15 feet to a dwelling structure level. -An ascending 11-,:1 slope, less than 10 feet in, - height, is located to the south of the project area and leads - to the pool and .tennis courts area at the site. Surface eleva-. '; ' tions in the site area. range from approximately 107 feet (MSL - Datum) at the northwest corner to approximately 103 feet at the i". ', eastern edge. ,"• '• Landscaping planter's with 'trees and low bushes are present at the ends of the carport rows and in a triangle-shaped area along the , southeast edge of the proposed structure. All planter areas are serviced by a network of sprinklers. Accord- 'the ing to supplied plans and our visual observ"ations, a .variety of utility lines including electrical, gas, telephone.- water . sewer and cable television pass through the project - area.. - Subsurface Conditions. The subject' parking area -is a cut lot and is currentl covered by asphalt concrete pavement and base course underlain - • by the' -soils ''of the Santiago 'Formation. These formational '. - materials extend to 'considerable depths and consist of dense to - , very dense, brown silty to clayey sand and very stiff to hard, • , gray silty clay (poorly to moderately indurated sandstone and . . claystone). '•••' ' % :•'. .-"• 3 H. S .. Project No 51192APs01 Woodward .CaydeConsultants" ,. Ground Wat'er No ground water was encountered in any of our borings within the maximum depths explored (42 feet). No wet surface- areas or 'evidence 'of shallow ground water was observed at the - time of our field investigation.. 4 •'r •' I - :DISCUSSION, CONCLUSIONS, AND RECOMMENDATIONS . The discussion, conclusions, and recommendations presented - -. .:" -, •- ' .,. -- --• in. this reportb are, based on the' information provided to 'us, 4.. ,- -' .. I f - -•• results of our field and laboratory studies, analyses, and .' . professional judgment. ,. . .. ,':.'' Ground Water' . . . . No ground' water was encountered in any of our borings at the time of our investigation. The deepest boring (Boring 2) . . extended 'to- an elevation of 62 feet (MSL). However, Boring 7 - Of the previously mentioned soil investigation performed for the site in 1972 encountered ground water at an approximately --. . 'elevation of, 90 feet (MSL). The location of this boring is at the northwest corner of the proposed structure. Boring 4 of the same report, located at the northeast corner of the poposed :,:' 'structur, i'ndicates that no ground water was encountered down to an': elevation of 58 feet. . . Based on the results of our investigation and our exper-' ience in the general site area, it is our opinion that a shallow premanent ground water table condition is not present at the site.. • • • - • •: We recommend surface drainage be. established around the - ••" structure suOh that no ponding of water exists in paved areas : or adjacent to foundations. "'. ,_•.•:'' •. • -Soi-landExcavation Characteristics . . . In our opinion, the formational soils at the site are dense - and competent bearing materials and, can be excavated S Project No 51192APs01 Woodward CydeConsuftants - . using conventional, trenching and pier drilling equipment. Some resistance to excavation may be encountered in the very dense formational soils. In'our opinion, the'. clayey portions of the formational- • soils at the site are moderately to highly expansive. 0 Foundations Reáommendations are provided for shallow spread •founda- tions for support of proposed column loads and drilled, pier 'foundations for .. support -of proposed downloads, uplift loads, : and lateral loads on shear walls. $ Spread Footings . Bearing Capacity. We recommend that spread footings for • the proposed columns at the site, founded in undisturbed forma- tional soils underlying the site, be designed for an allowable . soil beai1ng pressure of 4,000 psf (dead plus live load). We recommend 'that all footings have a minimum width and depth : below lowest adjacent finish grade of 2 feet This bearing S pressure can be increased by 500 psf for each 12-inch increase in, footing width or depth up to a maximum allowable pressure of 6,000 sf. We recommend that all footings be reinforced top.' and bottom with steelrebars. In our opinion' the' above bearing pressures can be in- -. • creased' by, no more than one-third for loads that include wind or seismic forces Lateral' Capacity. To provide resistance for design lat- eral-loads, we recommend using an equivalent fluid pressure of 5 400 pcf for footings "or shear keys poured neat against the for'mational soils.' This value assumes a horizontal surface for the soil mass extending at least 10 feet from the face of the • footing, or three times the height of the surface generating 'passive pressure; whichever is greater. The upper 12 inches of ,material 'in 'areas not protected by pavement should not be included in -design for passive -resistance to lateral loads. 5 '. .'Proi ect No. 51192A-Ps01 Woodward-Clyde Consuftants', If friction is to be used to resist lateral loads,' we • - . - recommend using a coefficient of friction 0.4 between soil and concrete for footings in formational soils. If it is desired to combine frictional and passive resistance in design, we • recommend using a friction coefficient of 0.3. - . Drilled Pier Foundations We recommend. that all piers be at least 8 feet in depth. -. •,'. The length of all piers should be at least four times their diameter. f 'Downloads. DrilIed piers can be designed to support the proposed. downward loads by side friction, end bearing resist- 0 ' ance, or a combination of both We recommend that friction piers of minimum 18 inches in diameter be designed for a concrete to soil skin friction value of 500 psf for the top 10 feet of the pier depth Below a depth of 10 feet, we recommend that the piers be designed for a - concrete to soil skin friction value of 1,000 psf. Piers with minimum diameters of 30 inches can be designed S for the above skin friction values plus an additional end bearing value of 10,000 psf. All end bearing pierbottoms should be carefully ,cleaned of all loose material We recom- mend that all pier excavations be. inspected by Woodward-Clyde consultants before placement of steel or concrete to further evaluate soil conditions and cleanliness. The weight of the piers themselves cn be neglected in computing design downward loads. 1 We recommend that the clear distance between all adjacent 'foundations (shallow,' or deep) be equal to or greater than the difference in elevations of bottoms of the foundations. • Uplift Resistance Vertical upward loads can be resisted br skin friction along the perimeters of drilled piers For thispurpose, we recommend that drilled, cast-in-place piers be designed for the concrete to soil skin friction values pre- 6 Project No 51192APs01 Woodward-Clyde Consultants sented above under '.'Download." The weight of th6 piers can be added to the total computed uplift resistance. Lateral Load Design. Drilled piers can be designed to • resist horizontal loads applied to the pier at or above the ground surface. For this purpose, we recommend that the piers be "designed for an equivalent fluid pressure of 400 pcf acting on- a surface with a width equal to twice the pier diameter. • The upper 12 inches, of material in areas not protected by ' •• pavement should not be included in design for passive resist- ance to lateral loads. . Friction along . the base. of pier caps founded on undis- turbed formational soils can be used to assist in resisting lateral loads. We recommend that the values provided for shallow foundations be used for this purpose.. :_ :'' . O . .. Pavements . •.. ' Recommendations are provided for asphalt pavements at the - site inthe event that portions of the existing. pavement are removed during construction and need to be replaced I •.Werecomménd that,all subgrade areas consist of granular', • dense, undisturbed native material or properly compacted fill material consisting of granular, nonepansive soils similar .to - - , those available at the . site. We recommend that. the, top 6 inches't of the subgrade in both the dit and fill areas be . compacted to at least 95. percent of the maximum. laboratory dry' density. • '. . 'Reultsof. laboratory strength tests performed on a sample - of the'Santiago Formation sands indicate an R-,value of 70. For . . - design purposes, we have used an R-value of 35. Our past - , experience indicates similar sands can have.R-values as low as • - - 30.. The test results, as submitted to us by Testing Engi- - peers - San Diego, are included in 'Appendix B. ' We have assumed a - design traffic index :(TI) value of 4.,5 using the,California Department of Transportation guidelines. . ';''-i. . . H • 7 Project No. 51192A-PS01 Woodward.CydeConsuftants S .. S.. . Based on the above assumptions, we recommend that pavement • Sections consist of 3 inches of asphaltic concrete on 4 inches of Class II aggregate base. This design assumes a pavement S life of 20 years with normal maintenance. We recommend that asphaltic concrete be provided and • placed in accordance with Section 39 of the "Standard Specifi- cations"of the State of California, Department of Transporta- S tion. We cfurther recommend that asphaltic concrete utilize 5 . . AR8000 asphaltic cement. • We recommend that Class II aggregate base be in general . conformance with Section 26-1.02B of the Standard Specifica- Si. " tions of the Stae'ofCaiifôrñia Deartmentof Transportation. . We recommend that. a mix design be made for asphaltic concrete by an engineering company specializing in this tye of 5. . work, and that the paving operations be'inspcted' by a quali- fied testing laboratory. - . - - . We recommend that adequate surface drainage be provided to reduce ponding and infiltration of water into the subgrâde materials. We suggest that paved areas have a minimum gradient S.. , of 1 percent. It is important to provide adequate drainag to • 'reduce possible future depressions that could eventually leadS to ponding and possible distress of the pavement section. - UNCERTAINTY AND LIMITATIONS . We have observed only a small portion of the pertinent . . soil conditions at the site. The recommendations made herein -. are based. on the assumption that soil conditions do not deviate • appreciably from those found during our field investigation.' 5 We recommend that Woodward-Clyde Consultants review the founda- tion plans to verify that the intent of the recommend atidns • presented herein has been properly interpreted and incorporated • into • the contract documents. We further recommend that Wood- - . ward-Clyde Consultants observe the subgrade preparation under . paved areas and foundation excavations. If the plans for site. S ..• 8 Project No. 51192A-PS01 Woodward-Clyde Cónsuftants ...: .' development are changed, or if variations or undesirable geo- technical conditions are encountered during construction, we should be consulted for further recommendations. • This .report is intended for design purposes only and may not.be.sufficient to prepare an accurate bid. California, including San Diego, is an area of high seis- mic risk. It is generally considered economically unfeasible to build a totally earthquake-resistant project, it is there- ,fore possible' that a large or nearby earthquake could cause danage at' the site. Geotechnical engineering and the geologic sciences are characterized by uncertainty Professional judgments presented herein are• based partly on our evaluations of the technical information gathered, partly on our understanding of the pro- 0 '•: - posed construction,' and partly on our general experience. Our. engineering work and judgments rendered meet current profes- sional standards, we do not guarantee the performance of the project in any respect - This firm does not practice dr consult in the field of' S safety engineering. We do not direct the contractor's opera- tions, and we cannot be responsible for the safety of personnel other than our own on the site, the safety of others is the responsibility of the contractor. The contractor should notify the owner if he considers any of the recommended actions •pre- sented herein to be unsafe.. • fi •fl- .. .:- ••'• •.'. ' fi ' I . • fi •, 9 - fi, -. - fi fi, -• fi • • fi - Project No 51192APS01 Woodward C'yde Consultants I APPENDIX A - Field Investigation - I I - Three explor'ator borings were advanced at 'the cipproximate locations shown on the Site Plan (Figure 1). The drilling was performed on May 7, 1982, using a 6-inch diameter, continuous- flight power auger. • Samples' of the subsurface materials were obtained from. the borings using a modified California drive sampler (2-inch - inside diameter and 21-,-inch outside diameter) with thin brass - liners. The sampler was generally driven 18 inches into the - material at the bottom of the hole by a 140-pound hammer fal- ling 30 inches; thin metal liner' tubes containing the sample were. rthnoved from the sampler, sealed to preserve the natural .; • .-moisture content of 'the sample, and returned to the laboratory. for examination and testing. - -- The. location -of each boring and the elevation of the ground surface at each location were estimated from the plans provided to us. • '.. -.. = :'..- •.. ' •• . -* ' ; - A-i Elevation DEIN PTH DATA OTHERI SAMPLE J SO IL DESC RIPTION FEET L~~_Cc J . TESTS NUMBER 12 110 65 1 Very dense, damp, brown silty sand (SM) 2 f .:J'IiI.iii S - , WATER LEVEL At time of drilling or as indicated. • ' SOIL CLASSIFICATION Soil Classifications are based on the Unified Soil Classification System and include color, moisture and consistency. Field descriptions have . - - been modified to reflect results of laboratory analyses where 5', • . appropriate. - 5•.' '. - DISTURBED SAMPLE LOCATION S Obtained by collecting the auger cuttings in a plastic or cloth bag. . •, DRIVE SAMPLE LOCATION - S . MODIFIED CALIFORNIA SAMPLER S .• - ' Sample with recorded blows per foot was obtained with a Modified . -- ..• •. '• 5' California drive sampler (2" inside diameter, 2.5" outside diameter) . - ' . lined with sample tubes. TIe sampler was driven into the soil at the bottom of the hole with a 140 pound hammer failing 30 inches. --- - .5 INDICATES SAMPLE TESTED FOR OTHER PROPERTIES - - . GS - Grain Size Distribution CT - Consolidation Test - . . LC— Laboratory Compaction UCS— Unconfined Compression Test Test SDS - Slow Direct Shear Test . . . . - P1 - Atterberg Limits Test - DS - Direct Shear Test ST - Loaded-Swell Test TX - Triaxial Compression Test . .5 CC— Confined Compression 'R'— R—Valué - . - Tess NOTE: In this column the results of these tests may be recorded .: - - - • where applicable. BLOW COUNT Number of blows needed to advance sampler one foot or as indicated. - - . DRY DENSITY Pounds per Cubic Foot . . . MOISTURE CONTENT - % S ' - Percent of Dry Weight S. NOTES ONFIELD INVESTIGATION 1. REFUSAL indicates the inability to extend excavation, practically, -, with equipment being used in the investigation. 54 KEY TOLOGS I _ $ THE GROVE APARTMENTS PARKING STRUCTURE [DRAWN BY: mrk CHECKED B I .,I PROJECTNO:51192A-PsO1 IDATE:5-17-82 __FIGURENO:A-i - - . • - - - S isin a n~ a fl n ^2 Sun r an &lflhi . * •1a - - . . . . . .•- . VVUULIV1MflIJbL TUC I.U!UL I Mu I V17 .i Boring 1 • - Approximate El. 106' ____ ______ DATA'OTHER SOIL D E S C R I PT 10 N PTH TEST { IN -BC EET *MC TESTS NUMBER DD . 1-1 2" Asphalt Concrete 37 1-2 I - Damp, gray brown silty sand - •; 31 GS,PI 1-3 BASE. • - 1-4 Dense, damp, mottled gray brown clayey • , - 1-5 [ L sand(SC) SANTIAGO FORMATION S 65 C 16 f Stiff to hard, moist to wet, dark gray - 1-7 silty clay (CH), jointed I SANTIAGO FORMATION Dense, damp, light brown silty sand (SM) - • SANTIAGO FORMATION 10 - 50/4' 1-8 _________________________________________________ Stiff, moist, dark gray sandy clay (CL-CH) S 1-9 -[ SANTIAGO FORMATION Very dense, moist, gray silty fine to l_lo[ medium sand (SM-SP) with gravels to 4 diameter at 8-9' SANTIAGO FORMATION I 15 Very dense, moist, gray clayey fine sand - 50/ 1-11 3 to fine sandy clay (SC-CL) 3 SANTIAGO FORMATION Very dense, moist, light gray silty fine • to medium sand (SM-SP) 20 - - SANTIAGO FORMATION Bottom of Hole - .- - .25 - - $ • 30 I 35- 40- - 'For description of symbo's, see Figure A-1 - - • LOG OF TEST BORING 1 - • THE GROVE APARTMENTS - PARKING STRUCTURE :DRAWNBV: mrk CHECKEDBAJI PROJECTNO: 51192AP501 DATE:: 5-17-82 FIGURENO:'A-2 ---- •, - j--- WaUDWARD-CLYDE CONSULTANTS Boring 2 Approximate El. 104' SOIL DESCRIPTION . 1-3/4" Asphalt Concrete Damp, brown silty sand BASE Very dense, damp, olive brown to reddish brown silty fine' sand (SM-SP) SANTIAGO FORMATION Becoming sandy Very dense, moist, dark gray clayey to silty sand (SC-SM) - SANTIAGO FORMATION Very 'stiff, moist, gray brown silty clay (CH) , - •SANTIAGO FORMATION -.. . . Very dense, moist, dark gray clayey to silty sand, (SC-SM) SANTIAGO FORMATION Bottom of Hole - ror uescriptrori or ymoous, SUV rryur A-i' - " LOG OF TEST BORING 2 - - , THE GROVE APARTMENTS - PARKING STRUCTURE DRAWN BY: mrk,1 CHECKED B PROJECT NO: 51192A-PS01 I DATE: 5-17-82 FIGURE NO: A-3 WOODWARD-CLYDE CONSULTANTS" Boring - S Approximate El. 105' • 3-1 2'' Asphalt Concrete - 24 Damp, brown silty sand S BASE ' Medium dense, moist, gray clayay sand to -.5 5 -5 3-4 [ sandy clay (SC-CL) -' - - 27 95 41 UCS= 35 SANTIAGO FORMATION 5 - 3117 Medium dense, moist, light brown silty •. psf sand (SM) SANTIAGO FORMATION 5, 3-6 E Very stiff, moist, gray silty clay (CL-CH) 10- SANTIAGO FORMATION 45 3-7 1 3- 8 15 - 3-9 Very stiff, moist, dark gray sandy clay . 39 - S ; 5 5 (CL) and dense, gray clayey. sand (SC) .5 interlayèred SANTIAGO FORMATION S 20 - - 41 3-10 • 3-11[ Very dense, moist, gray, silty to clayey 25 - • 64 3-12] sand (SM-SC) SANTIAGO FORMATION 3_13[ I 30 T 79/6" .3-14jW - . - •. Bottom of Hole - 35 - 5 5- 5 - • .40- ' • For description -S ;f symbols, see Figure A—i - - 5 . :-•. . .•• WOODWARD•CLYOE CONSULTANTS , IN FEET I.DEPTH TEST DATA OTHER TESTS SAMPLE NUMBER SOIL DESCRIPTION I .._ Woodward-Clyde Consugtants APPENDIX B Laboratory-Tests . The materials observed in the borings were visually classified. and.èval,uated with respect to strength, swelling, and compres- sibility characteristics, dry density, and moisture content. The classifications were substantiated by performing grain size analyses and evaluating plasticity characteristics of repre- sentative samples of the soils S The strength of the soils was evaluated by'performing an uncon- • fined compression test and a direct shear test on selected samples, and by considering the density andmoisture content of -the aples and the penetration resistance of the sampler. A subgrade strength (R-value) test was performed on a sample of the-pavement subgrade soils. . The. grain size distribution curves are shown in • Figure B-l. . Th&results of the R-.value tests, as submitted to us by Testing • - Engineers.- San Diego, are presented in Figure B-2. I COBBLES GRAVEL SAND I SILT and CLAY Coarse Fine jCoarsej Medium Fine Mesh Opening - Ins Sieve Sizes Hydrometer Analysis 3 I I - . 100 90 80 70 .60 r. .c • 30 • 20 • IC 0 - 100 50 10.0 50 lO 0.1 005 00I 0.005 000I GRAIN SIZE IN MILLIMETERS SAMPLE CLASSIFICATION AND SYMBOL *LL *PI Silty clay (CH) 74 52 2-2 Silty fine sand (SM) - - *LL - Liquid Limit *PI - Plasticity Index S '/CC- GS-76 GRAIN SIZE DISTRIBUTION CURVES - THE GROVE APARTMENTS,- PARKING STRUCTURE DRAWN BY: mrk CHECKEDB),IAJ PROJECT NO: 51192A—PS01 I DATE:. 5-18-82 FIGURE NO: B-i I IAIflflflWADflPIVflC rflhaeIIITAIaTt - . FORM 6 JP FIGURE B-2 9 Testing Engineers—San Diego ot , 3467KurtzSt,PO Box 80985 San Diego,. Ca 92138 (714)225-9641 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 LABORATORY NUMBER 5D37-1449 REPORT OF SOIL TESTS DATE may 18, 1982 JOB DATA: File #507,, Job #5il92A PS01. : , SAMPLE DATA: Soil sample submitted - . - to the laboratory on May. 10, 198 PROJECT: 'The Grove'Apartments Parking Structure . and identified as Sack 2-4... jIENT: Woodward-Clyde Consultants 3467 Kurtz:Stréet ' San Diego,' California R-VALUE DATA - A B- C MPAcTOR PRESS - P.S:I. ' 350 ' 350' .350 MOIST @COMPACTION -% 12.0 12.8, 13.7 ENSITY-#/CU.FT. . -119.8 119.0 . 117.7 VALUE 81 70 52' Exuo. PRESSURE'- P.S.I. . 660 --' 300 200 STAB. THICK -FEET ' '0.27 0.43 0.69 EXPAN.'PRESS.THICK-FEET e. 0.60 0.10 .0.03 TI. (ASSUMED) = • 45 ' W BY STAB. @ 300 P.5.1. Exuo. = 70 . ' > By EXPANSION PRESSURE, = 78 - AT EQUILIBRIUM = ' 70 . ,AND EQUIVALENT BEARING VALUE (CALIFORNIA HIGHWAY METHOD) COMPACTED AND SOAKED FOUR DAYS'' D PENETRATION ' STANDARD INCHES P.S.I. P.S.I. 'STA 0.1 ' 1000 0.2 1500 0.3 ,' 1900 0.4 - - 2300 0.5 2600 MOISTURE AF-1-ER SOAKING ................... EXPANSION ............................... — COMPACTION TEST: • ' METHOD - CALIFORNIA BEARING — OPTIMUM MOISTURE ............................ OPTIMUM DRY DENSITY. LBS.ICU. FT................ — PLASTIC CHARACTERISTICS: LIQUID LIMIT PLASTIC LIMIT PLASTICITY INDEX TESTING ENGINEERS DIEGO REVIEWED BY 1 , / //-'( T. 111. Cptha R.C.E. #12882 - Boring :o • Hard, dry,d3rk gray sandy clay (CH) • .. Porous Hard, damp, light gray sandy day (CH) 5_ Very dense, moist, light gray-brown • sandy clay to clayey sand (CL-Sc) Eocene Sediments 10- 20. Very dense, damp, light gray clayey • sand (SC) • 15ca Cn 70 Very dense, moist, light gray-brown • 20— silty sand (4-SP) with thin clay stringers CL Very dense, moist, light gray silty • 35 sand (v1) I, 0—' Continued on next page * For'Legend, see Fig 6 LOG CFTEST BORING t HOSP GROVE W000t4ARD - GIZIENSKI & ASSOCIATES CONSULTING SOIL AND FOUNDATION ENGINEERS AND GEOLOGISTS.: SAN DIEGO, CALIFORNIA I - DR. BY: G AP1'ROXI SCALE: I" = ry 1PR0J. HO: 72-105-20 ilia-- 5 CK'D BY:/V' DATE; 7/18/72 lfiiREJO: • -_) Boring L, Continued 40 --- ------ , Same as Before .4-I Very dense, moist, light brown '.- - gravelly coarse sand (SP-SW) 45 Clay Seam Hard, moist, dark gray silty clay WCH) •• W 9- I6N Very dense, moist, light brown silty Eocene oarse sand (5) Sediments Firm, moist, dark gray silty clay (CH) L. 50 Dense, moist, brown clayey sand (Sc) 0 Very stiff to hard, black silty CL 55 — clay (CH) 70 -. LEGEND: (SM) = Group classification symbol in accordance with the Unified SoilCiassification System. = Water Level at time of drilling, •. . = Water Level as noted at bottom of log. • LOG OF TEST BORING L, CONTINUED HOSP GROVE WOODARD - GIZIENSKI & ASSOCIATES CONSULTING SOIL AND FOUNDATION ENGINEERS AND GEOLOGISTS SAN DIEGO, CALIFORNIA . DR. BY: OS APPROX. SCALE: I" = 5' j PROJ. NO: 72-105-20 CK'D BY: /!44J DATE; 7/18/72 FIGURE N0 .6 - Very stiff, mist, light gray silty 1 clay (CH) Very dense, moist, light, gray clayey silt (ML) Very dense, mist, light gray silty sand (4) Hard, moist, brown silty clay (CH) Very dense, moist, light,gray silty sand() - —Water Seep Very stiff, saturated, brown silty cl y(cH) Hafd, mist, brown silty clay (01) if *14 hours after drilling Eocene Sediments Boring 7 0 riara, ary, gray siiiy ciay k uij rorous Dense, nioist,gray-brown clayey sand (Sc) Terrace 5 Deposits • :. a)- -. U.. 15- -, I .5, C) (0• C,) • .20- . - C 0 5) ca 30_ - 0. 5) • - 35 - . . Clay Seam - 145 E-W uN •• -50— 'For Legend, see Fig. 6 HOSP GROVE ., .. LOG OF TEST BORING 7. JOODt1ARD - GIZIENSKI & ASSOCIATES.. CONSULTING SOIL AND FOUNDATION ENGINEERS AND GEOLOGISTS SAN DIEGO, CALIFORNIA DR. BY: GS APPROX. SCALE: I" = 5' 1 PROJ. 1O 72-105-20 * CK'D BY: t'hl DATE: 7/1 9/72 FIGURE NO: 9