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HomeMy WebLinkAbout1949 PALOMAR OAKS WAY; ; 87-520-5; Permita, U- ('3 0 CL a, I— V 0 0 USE BALL POINT PEN ONLY & PRESS HARD APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND flE(IARATIflnIS 2 r 0 I hereby affirm that I am licensed under prOvlelona of Chapter 9 (commencing with 41:I Section 7000) of Division 3 of the Business -j and Professions Code, and my license is in L full force and effect U- I hereby affirm that I am exempt from the Contrac- tors 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 to illmlivance also requires the ap-plicant for such permit to tile a signed statement that he is licensed pursuant to the provisions of the (,00rracror License Law (Chapter 9 commencing with Section 7000 of Division 3 of 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- 0cm the applicant to a civil penalty of not more than live hun- dred dollars ($500) I, as owner 01 the property or my employees with wages as their sole compensation will do the work, and the stroc- lure is not Intended or offered for sale (Sec 7044 Bosiness .J and Professions Cede The Contractor's License law does not apply to an owner of property who builds or improves m thereon and who does such work himself or through his own employees, provided that such improvements are not intend- f Iii ed or offered for sale If. however, the building or improve- Z ment is sold within one year of completion, the owner-builder - will have the burden of proving that he did not build or rn- prove for the purpose of sale( as owner of the property, am exclusively contracting a,'Wt1tfnsed contractors to construct the project (Sec 7044. Business and Professions Cede The Contractor's License Law does not apply to an 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 Z law) II As a homeowner lam improving my home, and the follow- ing conditions exist 19 1 The work is being performed prior to sale 2 I have lived in my home for twelve months prior to completion of this work 3 I have not claimed this exemption during the 0 last three years lam exempt under Sec ________________ . BE PC for this reason 0 i hereby affirm that I have a Certificate of consent to self insure era certificate of Workers Compensation in. suiance ore certified copy thereof (Sec 3800 Labor Code) POLICY NO COMPANY Copy is hind with the city 0 Certified copy is hereby furnished full t CERTIFICATE OF EXEMPTION FROM WORKERS COMPENSATION INSURANCE U) (This section need not be completed if the permit- is for one hundred dollars 101001 or less) Ma ,-,, 39 I brtify that in the performance of the work for whichcc - this permit is issued I shall not employ any person in any I 0 manner so an to become subject to the Workers Compen- satron Laws of California NOTICE TO APPLICANT If, after making this Certificate of Exemption you should become subject to the Workers Compensation provisions of the Labor Code you must I forthwith comply with Such provisions or this permit Shall be deemed revoked 41 [" 1"reoy affirm that there is a construction lending I agency for the performance 01 the work for which this per- mit is issued (Sec 3097 Ciet / sal Lender s Name L Lender s Address /e1, CARLSBAD BUILDI NG DEPARTMENT APPLICATION z PERMIT 075 Las Palmas Dr., Carlsbad, CA 92009-1915 (619) 438-1161 JOB ADOR SS THOMAS BROS NO I DATE OFAPPLI TION BUSINESS LICENSE # VALUATION PERMIT NUMBER SUBDIVISION ASSESSOR CONTRACTOR CONTRACTORS PHONE C ZONE - OWNER'S NAME OWNER'S PHONE CONTRACTOR'SOORESS STATE LICENSE NO. BUILDING 50 FOOTAGE OWN E R'S MAlLiNG _RESS -ES 44L ,2;?/7 ____________ DESIGNER'S PHONE J _ T DESIGNER'S ADOR SS STATE LICENSE NO rtai 77Ei--- u /% ? YO ffF P FLR'ELEV NO EDL STO7S vI37J 0022 03/03 0101 021dPIot 35836.5 CENSUSTRACT PARKING SPACE GRADING PERMIT ISSUED J REDEVELOPMENT TYPE 0CC LOAD FIRE SPP I AREA j 0 N 0 I_0 N I — NO Not Valid Unless Machine Certified — QTY PLUMBING PERMIT - ISSUE 7.50 OTY MECHANICAL PERMIT - ISSUE 15.00 SUMMARY/ACCOUNT NUMBER EACHFIXTURETRAP INSTALLFURNDUCTSUPTO100,000BTU BUILDING PERMIT 001-810-00-00-8220 EACH BUILDING SEWER , OVER 10O,000 BID SIGN PERMIT 001-810-00-00-8221 EACH WATER HEATER ANDrORVENT - BOILER/COMPRESSORUPTO 3a' PLANCHECK _001-810-091 — EACH GAS SYSTEM ItO 4 OUTLETS — BOILERICOMPRESSORJ' , TOTAL PLUMBING 001-81O-0)b-8222 EACH GAS SYSTEM 5 OR MORE METALFIREPLA' ELECTRICAL 001-8T-83 EACHINSTAL _ ALTER, REPAIR WATER PIPE VENT F INGLE DUCT MECHANICAL 001-810-00-00-8224 EACHVACUUMBREAKER MEC'(EXHAUSTHOOD/DUCTS MOBILEHOME 001-810-00-00-8225 WATER SOFTNER — RELOCATION OF EA FURNACE/HEATER SOLAR 001-810-00-00-8226 _________ ROOFDRAIN(INSIDE) DRYER VENT STRONG MOTION 880-519-92-33 TOTAL MECHANICAL FIRE SPRINKLERS 001-810-00-00-8227 101 AtPtUMBING I 5? PUBLIC FACILITIES FE,6810-00-O0-8740 — — QTY ELECTRICAL PERMIT - ISSUE 5.00 QTY )\ BRIDGE FEE 360-810-00-00-8740 PARK-IN-LIEU (AREA - MOBILEHOtv)EiS'ETUP NEW CONST LA AMP'SWI BKR CARPORT _ TIF 312-810-00-00-8835 — 1PH (')/"7 cr:7 — AWNING __1/1k__Jj3Jj i I LA COSTA TIF 311-81O0-8835 EXIST BLDG EAAMP/SWT'R GARAGE toi FMF 7 1 PH 3 PH — \'-_l_11zbl.S&13-ç5-_001-8_-_- l .- __________ REMODEL ALTER PER CIRCUIT - - , 880-519-92-57 TEMP POLE 700 AMPS - OVE'200AMPS _+ EEM7OCCUPANCY(30DAYS) — CREDIT DEPOSIT -> TOTALELELTRILAt I IOTA) TOTAL FEES PAYABLE J _35'_ __1 I HAVE CAREFULLY EXAMINED THE COMPLETED - APPLICATION AND PERMIT" AND DO HEREBY Expiration Every permit Issued by the Building Official under the provisions of this * AN OSHA PE:i IS REQUIRED FOR EXCAVATIONS OVER CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE fCodejDsalI-e*pae by limitation and become null and void tithe building or work .orized by su.13 permit is not commenced within 180 days from the date of such s O' DEEP AND DEMOLITION OR CONSTRUCTION OF DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT permit, or if the Guilding or work authorized by such permit is suspended or ISSUED TO COMPLY WITH ALL CITY, COUNTY AND STATE LAWS GOVERNING BUILDING STRUCTURES OVER 3 STORIES IN HEIGHT ' abandonedatanytimecite,the workiscommencedfora riodof 180 days STRtJCTION WHETHER SPECIFIED HEREIN OR NOT I ALSO AGREE TO SAVE INDEM AND APPREDBY KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES. JUDGMENTS.APPLI OWNE—CONTRACTOR EXPENSES WHICH MAY (N ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENC GRANTING OF THIS PERMIT. e_____ - BY PHONE 0 TYPE DATE INSPECTOR BUILDING A FOUNDATION f1 REINFORCED STEEL MASONRY GUNITE OR GROUT SUB FRAME LI FLOOR LI CEILING SHEATHING LI ROOF LI SHEAR FRAME EXTERIOR LATH INSULATION INTERIOR LATH & DRYWALL PLUMBING LI SEWER AND 131-IC9 F-J PJCO UNDERGROUND DIWATER 1g'WASTE TOP OUT LI WASTE D WATER TUB AND SHOWER PAN GAS TEST O WATER HEATER 0 SOLAR W\TER ELECTRICAL LI ELECTRIC UNDERGROUND %UFFER i-d ROUGH ELECTRIC o ELECTRIC SERVICE LI TEMPORARY 0 BONDING LI POOL MECHANICAL El DUCT & PLEM., LI RE!. PIPING HEAT - AIR COND. SYSTEMS VENTILATING SYSTEMS - CALL FOR FINAL INSPECTON WHEN ALL APPROPRIATE ITEMS ABOVE HAVE BEENAPPROVED FINAL PLUMBING ELECTRICAL MECHANICAL GAS BUILDING SPECIAL CONDITIONS FIELD INSPECTION RECORD REQUIRED SPECIAL INSPECTIONS INSPECTORS NOTES - INSPECTION -. REQ IF CHECKED INSPECTORS APPROVAL DATE SOILS C R OR FOUNDATION INSP Ae /2 ' s S STRUCTURAL CONCRETE OVER 2000 PSI - PRESTRESSED CONCRETE POST TENSIONED CONCRETE ':' FIELD WELDING HIGH STRENGTH BOLtS SPECIAL MASONRY' PILES CAISSONS .1 - --.--- - SEE 1945 PALOMAR OAKS WAY FOR MORE INFO ON 87-820 CASHIERS VALIDATION SEWER PERMIT APPLICATION APPLICANT TO FILL IN SHADED AREA SEWER PERMIT NUMBER: -SE iLf BUILDING PLAN CHECK NUMBER:PC '7- fSZO BUILDING ADDRESS: -' BUILDING TYPE: NUMBER OF EDU'S: OWNER: - - - CALCULATIONS: MAILING ADDRESS: CONTRACTOR: MAILING ADDRESS: LEGAL DESCRIPTION: CONNECTION FEE COST PER UNIT _____________ x NO. UNITS LATERAL CHARGE: TOTAL CHARGES:. I ASSESSORS PARCEL NUMBER: PREPARED BY: - (PRINTED NAME) I COMMENTS: WHITE: DIPS GREEN: Finance CANARY: Water PINK: Building GOLD: Applicant FINAL BUILDING INSPECTION PLAN CHECK NUMBER: PROJECT NAME: ADDRESS: PROJECT NO.: TYPE OF UNIT: CONTACT PERSON:_ CONTACT TELEPHONE:. DATE: UNIT NUMBER: 'Ci1c 2; NUMBER OF UNITS: PHASE NO.: UIILIIIES MAINTENANCE lt i DEPARTMENT INSPECTED DATE BY: INSPECTED: APPROVED ______ DISAPPROVED 'I INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED 'I INSPECTED DATE BY: INSPECTED: APPROVED ______ DISAPPROVED COMMENTS: - 7k 12 ee tq-e(5 3 r-er- - OK Rev 1186 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire FINAL BUILDING INSPECTION PLAN CHECK NUMBER: PROJECT NAME: -. • . S DATE: %'.3 - S ADDRESS: PROJECT NO.: __________________ UNIT NUMBER: __________________ PHASE NO.: TYPE OF UNIT: - 5"' ' NUMBER OF UNITS: CONTACT PERSON: - CONTACT TELEPHONE: INSPECTED DATEFECTED: ___________ APPROVED ______ DISAPPROVED INSPECTED//-, DATE INSPECTED: ___________ APPROVED k2 DISAPPROVED INSPECTED DATE BY: ______ INSPECTED: APPROVED ______ DISAPPROVED COMMENTS: /4/if I ©; 13 44ij M,1P4P1 Rev. 1186 WHITE: Suspense BLUE: Water District GREEN. Engineering CANARY: Utilities PINK: Planning GOLD: Fire FINAL BUILDING INSPECTION PLAN CHECK NUMBER: DATE: PROJECT NAME: ADDRESS: PROJECT NO.: UNIT NUMBER: PHASE NO.: TYPE OF UNIT: NUMBER OF UNITS: CONTACT PERSON: CONTACT TELEPHONE: INSPECTE DATE APPROVED j.—" DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED ______ DISAPPROVED INSPECTED DATE BY: INSPECTED: ____________ APPROVED DISAPPROVED COMMENTS: Rev 1186 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire .: • •' WNc —Jm -, 4r,. - • .-:- - . V • . .• : INALBUILDING INSPECTION PLAN CHECK NUMBER DATE. __________________ PROJECT NAME ADDRESS - 1949 Pomr MAO. PROJECT NO UNIT NUMBER:,, PHASE NO _ TYPE OF UNIT comm TUt UP NUMBER OF UNITS - CONTACT PERSON Dennis CONTACT TELEPHONE 560-7667 - - dept : . :. INSPEOTE DATE - ..••,. - • BY INSPECT-ED 2 APPROVED DISAPPROVED INSPECTED DATE 7. BY INSPECTED APPROVED DISAPPROVED ! L ...•. • V . • .:. . :-• •-..: •, 4 .. • J INSPECTED DATE INSPECTED APPROVED DISAPPROVED I COMMENTS V4 i.gf MtLn' ta '•tJ: 1 r..i r VS 4 , - - ,. .•. ;:-- •-- •-. S • •.. . • V • •. V.... •• 4 .. • - • .VVVJ. V,S •-.••. . . S. . • •• •. • ... -S. •- S.. 'S VS •VV.•4 S. 'S. .5. ,#•_ _l •' V. S. V. V • . • - S.•4 . • . S • • _ • V • • V • • ••VS • • -V.... 5-- - V . • • 4 S. 4 4 - . S •_•• :,. . . V. V ••-. t4 •'%.V •• - .4 .. . S Vf . V. VS.5_ .4.. 1._VS •..4V.:;V. .5 . S. V. V. I VS 5 .5 .3 V. V. V. Rev 1166 WHITE Suspense BLUE Water District GREEN EngIneerIng CANARY UtilItIes PINK. Planning GULfl F\ V -4;:- -.- . •• • - V•• •• V S 3 . S RECEIVED AUG 05 19 PLAN CHECK NUMBER: ' DATE: PROJECT NAME: ADDRESS: PROJECT NO.: UNIT NUMBER: PHASE NO.: TYPE OF UNIT: - NUMBER OF UNITS: CONTACT PERSON: CONTACT TELEPHONE: INSPECTED: /4///'I'PAPPROVED )3( DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED ______ DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED ______ DISAPPROVED COMMENTS: - cL J e1&L J Rev. 1186 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire 4811 Viewridge Avenue San Diego, CA 92123 (619) 268•9899 WYMAN TESTING LABORATORIES 11760 D Sorrento Valley Ad. San Diego, CA 92121 (619) 481-3359 REPORT OF COMPRESSION TESTS PROJECT -- _ PROJECT NO. 8=.Q43 PROJECT ADDRESS 1onLLQakS,_Saji90 CONTRACTOR Madison Sgparo - 4 ARCHITECT/ENGINEER Buss SilverHughs TO BE BILLED SCC BLDG. PERMIT NO. 87-520-5 - PLAN FILE NO. SAMPLE DATA REPORT OF UCONCRETE DMORTAR 11 GROUT DOTHER -- __•______________ SUPPLIER EscondiQ_Repdyjmix PLACEMENT DATE MIX DESCRIPTION __.5.5 sack TICKET NUMBER - _Q6209 MIX NUMBER 355 TIME IN MIXER 511 SLUMP ________-_______________________ ADMIXTURE Pozz TYPE CEMENT AIR CONTENT -______ N/A UNIT WEIGHT LA - DESIGN STRENGTH 3000 LOCA lION OF PLACEMENT ___DUg. 5 Panel _ #12 SPECIAL TEST INSTRUCTION OR REMARKS REQUIRED STRENGTH (f'c) _3900 - PSI AT 2 DAYS SAMPLES MADE BY M1ke Qp DATE RECEIVED IN LAB LABORATORY DATA AGE LAB FIELD CONTROL DATE DIMENSIONS TEST AREA MAX LOAD IDENTITY NUMBER TFSFfl itir.i-i COMPRESSIVE STRENGTH 7 P0 13 04-04-88 6 x 12 28.27 74,000 2615 28 P0 14 04-25-88 6 x 12 28.27 92,000 3255 28 P015 04-25-88 6 x 92,500 -- 3270 - ____ LABORATORY DATA REMARKS - DISTRIBUTION ALL SAMPLING AND TESTING CONDUCTED IN ACCORDANCE WITH ASTM STANDARD DESIGNATIONS C31-69, C39-80, C78-75, C617-76 DAEL1 S Ake LU I No. C.E. 16786 t ru C.,., \\ Exp. 6.30-89 rivi OF 1 CER11 FIC A ff oF CONFORMANCE /1-fE UNDERSIGNED MANUFACTURER HEREBY CERTIFIES that the products identified below and on attached sheets Nos.__________________________ are marked with the Collective Mark of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC) and were manufactured in conformance with applicable provisions of American National Standard ANSI/AITC A190.1_1983, ral Gd Laminated Timber, and that such manufacture has been at our plant in ' , which plant has a quality control system approved by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION and inspected periodically by such Bureau. The manufacture of these members complies with the manufacturing and fabricating provisions of Chapter 25 of the Uniform Building Code. JOB NAME M.R. Timber for Palanar Oaks JOB LOCATION Carlsbad, C CUSTOMERS ORDER NO IO8319 DATE 1-15-88 MFGRS ORDER NO 3445-A 24F-V49 Cowb. 24F-V8, WP Glue, Inch App., Load Wrap SIGNATURE E' COMPANY k ican T-n{natOrS, Inc. TITLE ji.ty Control ADDRESS _POB 992 Swisshcmie, ° DATE A/TC 1-/EREB Y CERTIFIES that the said company at its said plant is licensed by the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION to use the AITC Collective Mark in respect of products which comply with applicable provisions of said Standard, that the adequacy of the quality control system in effect at said plant is periodically inspected and verified by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, and that, in the judgment of AITC, said company is capable of complying with applicable manufacturing and testing provisions of said Standard in respect of products manufactured at said plant. Conformance with the Standard in respect of any specific or particular product is the sole responsibility of the manufacturer; AITC's guarantee hereunder being that the said company is qualified to produce a product meeting the said Standard and that its plant is periodically inspected and verified by the AITC Inspection Bureau. AITC Certificate No. 44249 A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION © 1983 AMERICAN INSTITUTE OF TIMBER CONSTRUCTION AITC FORM IBCA The glulam members of the job covered by this certificate are stamped with one of the following type quality marks. Each qualified plant has an individual qualification designation. The designation "P.143" shown on the typical quality marks below is not assigned to any plant and is used only for the purpose of illustration. A TVPDCAL C[IJSTOM PRODUCT QUJAL DIV MAD( P-T 43 ___________________ AITC designation of qualified licensed plant R AMR-UMM 11 1117 Indicates that the designated licensed plant has met all requirements for qualification and maintains an acceptable quality control system which is periodically inspected by AITC Indicates conformance to ANSI/AITC A190.1-1983, Structural Glued Lamin- ated Timber Identification of structural use, 10 nated by symbols: B—simple span bending member; C— compression member; T—tension mem- ber: CB--continuous or cantilever span bending member bU9U 1/ Designates appearance grade. IND— p 43 Industrial. ARCH—Architectural. PREM—Premium SPECUES : ___ AITC designation of qualified licensed _________________________________ plant and wet-use adhesives. When dry-use adhesives are used, the letter H nn 11-7 D is added 1ft1? H Name of wood species used / AII/ADTC Designates applicable AITC laminating specification and combination symbol; for example: "117-85, 24F-V3" Indicates that the designated licensed plant Indicates conformance to ANSI/AITC has met all requirements for qualification A190i-1983, Structural Glued Lamin- and maintains an acceptable quality control ated Timber system which is periodically inspected by AITC > For custom products, the details covering the product are included in applicable documents. 1' For non-custom products, essential details are included on the stamp. IlIlI( Wyman Testing Laboratories 4811 VIEWRIDGE AVENUE SAN DIEGO, CA 92123 (619) 268-9699 COVERING WORK PERFORMED DREINFORCED CONCRETE EJ'STRUCT. STEEL ASSEMBLY WHICH REQUIRED APPROVAL BY DPRE.STRESSED CONCRETE DREINFORCED GYPSUM DGLUE-LAM.FABRICATION THE SPECIAL INSPECTOR OF DREINFORCED MASONRY DPILE DRIVING DOTHER JOB ADDRESS 1949 Palomar Oaks Way Carlsbad NO. 88-043 FOR WEE( ENDING %' 19 88 OWNER OR PROJECT NAME Palomar Oaks BLDG. PERMIT NO. 87-520-7 PLAN FILE NO. CONSTR. MATL (TYPE,GRADE ETC.) A36 Steel & A61 Reinforcing Bar ARCHITECT Buss Silvers Hughes & Assoc. DESIGN STRENGTH SOURCE OR MFGR. ENGINEER Buss Silvers Hughes & Assoc. DESCRIBE MATL. (MIX DESIGN, REBAR GRADE & MFGR.I Flare Bevel & F'illet Welds GENERAL CONTRACTOR Madison Square Pa s-tip By Paul Swope Certification #DTU-S70AB CONTR. DOING REPORTED WOR 4q 5CC & Tom Goyno Wel LAB RECEIVING & TESTINGCONSTR ATL SAM' S VQA 1 00 REWVLO Budd'fl WELDING INSPECTION 'o ç7c 4-5 Visually inspected the field welding of pre-cast concrete tilt-up panel to panel chord connections in the following locations: 4 to 5 to 6 to 7, 9 to 10 to 11 to 12 to 13. Corner connections: 7 to 8 to 9, 3 to 4, 15 to 16. Embedded connection plate is missing on West edge of panel 2, prevents connection per Det. 11-S4.1. Verified the carbon equivalent of reinforcing steel to be welded with mill certificate. Carbon equivalent is .60 requiring preheat to 100 degrees Fahrenheit per table 5.2 of AWS D1.4. Certified welders were observed for proper welding procedures and techniques. Completed welds were inspected for size, length, location, and unless otherwise noted are free of visible defects and in accordance with the verified welder's certificate and weldments per approved and stamped prints. W-1 Visually inspected the field welding of panel to panel chord connections in the following locations: 13 to 14 to 15, 16 to 17 to 18, 19 to 20. Corner connections; 18 to 19, 20 to 21, 1 to 2. CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS SPEC(FICATIONS•& APPLICABLE SECTIONS OF THE CITY OF SAN DIEGO BUILDING LAWS. Z~1 1 4 cTOR NA UREOFREGI ERED IN DATE OF REPORT REGISTER NUMBER Wyman Testing Laboratories 4811 VIEWRIDGE AVENUE SAN DIEGO, CA 92123 (619) 268-9699 COVERING WORK PERFORMED DREINFORCED CONCRETE 'STRUCT. STEEL ASSEMBLY WHICH REQUIRED APPROVAL BY DPRE-STRESSED CONCRETE DREINFORCED GYPSUM DGLUE-LAM.FABRICATION THE SPECIAL INSPECTOR OF DREINFORCED MASONRY DPILE DRIVING DOTHER JOB ADDRESS 1949 Palomar Oaks Way Carlsbad NO. 88-043 FOR WEEK J ENDING ' 88 OWNER OR PROJECT NAME Palomar Oaks BLDG. PERMIT NO. 87-520-7 PLAN FILE NO. 1 CONSTR. MATL )TYPE.GRADE ETC.) A36 Steel & A615 Reinforcing Bar ARCHITECT Buss Silvers Hughes & Assoc. DESIGN STRENGTH SOURCE OR MFGR. ENGINEER Buss Silvers Hughes & Assoc. DESCRIBE MATL. )MIX DESIGN, RE-BAR GRADE & MFGR.) Flare Bevel & Fillet Welds GENERAL CONTRACTOR Madison Square Partp.e.ihip. By Paul Swope Certification #DTU-S70AB CONTR. DOING REPORTED SCC & Tom Goynes'1ding 'ö LAB RECEIVING & TESTING CO'NSTR. MATL SAMPLES Ion API1988 onj RCuVU Building Depamnw WELDING INSPECTION 47 Visually inspected the field welding of pre-cast concrete Tilt-up panel to panel chord connections in the following locations: 2 to 3, 4 to 5 to 6, 7 to 8 to 9 to 10 to 11 to 12 to 13, 15 to 16 to 17 to 18. Corner connections; 3 to 4, 6 to 7, 14 to 15, 18 to 19, 20 to 21. Corner connection 1 to 2 cannot be made due to one missing embed plate. Connection 19 to 20 cannot be made due to one missing embed plate. CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS, & APPLICABLE SECTIONS OF THE CITY OF SAN DIEGO BUILDING LAWS. a 0-41?e' SIGNATURE 0 B '/- 9 8 _________ DATE OF REPORT REGISTER NUMBER 4811 Vlewrldge Avenue San Diego, CA 92123 (619) 268-9699 WYMAN TESTING LABORATORIES k 11760 D Sorrento Valley Rd. San Diego, CA 92121 (819) 481-3359 REPORT OF COMPRESSION TESTS PROJECT Palomar Oaks PROJECT NO. 88-043 PROJECT ADDRESS 1939 Palamar Oaks,San Diego CONTRACTOR Madison Square ARCHITECT/ENGINEER Buss Silver Hughs -Assoc. 4 ' - TO BE BILLED S C C llRi 4F 88 ' BLDG. PERMIT NO. 87-520-5 PLAN FILE NO. I1Wn SAMPLE DATA REPORT OF 0 CONCRETE 0 MORTAR 0 GROUT 0 OTHER SUPPLIER Escondido Ready Mix PLACEMENT DATE MIX DESCRIPTION 5.5 sack TICKET NUMBER MIX NUMBER 355 TIME IN MIXER - - 03-28-88 ZZEZ';" 306240 N/A SLUMP 5" ADMIXTURE Pozz TYPE CEMENT II AIR CONTENT N/A UNIT WEIGHT N/A DESIGN STRENGTH 3000 LOCATION OF PLACEMENT Bldg. 5 Panel # 4 SPECIAL TEST INSTRUCTION OR REMARKS REQUIRED STRENGTH (f'c) 3000 PSI AT 28 DAYS SAMPLES MADE BY Mike Lofton DATE RECEIVED IN LAB 03-29-88 LABORATORY DATA AGE LAB COMPRESSIVE FIELD CONTROL DATE DIMENSIONS TEST AREA MAX LOAD STRENGTH IDENTITY NUMBER TESTED INCHES SO INCHES POUNDS PSI - 7 P0 9 04-04-88 6 x12 28.27 51,500 1820 _28 P0 10 24-.25-88 6 x 12 28.27 28 P0 11 04-25-88 6 x 12 28.27 LABORATORY DATA REMARKS DISTRIBUTION ALL SAMPLING AND TESTING CONDUCTED IN ACCORDANCE WITH ASTM STANDARD DESIGNATIONS C31-69, C39-80, C78-75, C617-76 REVIEWED BY: DATE PRELIMINARY REPORT WYMAN TESTING LABORATORIES 4811 Viewrldge Avenue San Diego, CA 92123 (619) 2689699 11760 D Sorrento Valley Rd. San Diego, CA 92121 (619) 481-3359 REPORT OF COMPRESSION TESTS PROJECT Palomar OakS PROJECT PROJECT ADDRESS CONTRACTOR Madison ARCHITECT/ENGINEER TO BE BILLED b ç U BLDG. PERMIT NO. 87-520-5 PLAN FILE NO. SAMPLE DATA REPORT OF Ek CONCRETE 0 MORTAR 0 GROUT 0 OTHER SUPPLIER Escondido Ready Mix PLACEMENT DATE 01-2R-RR MIX DESCRIPTION 5.5 sack TICKET NUMBER 306209 MIX NUMBER _____ TIME IN MIXER 1 Hour 511 SLUMP _______________________________________ ADMIXTURE Pozz TYPE CEMENT U AIR CONTENT N/A UNIT WEIGHT N/A DESIGN STRENGTH 3000 LOCATION OF PLACEMENT Bldg. 5 Panel #12 SPECIAL TEST INSTRUCTION OR REMARKS REQUIRED STRENGTH (fc) 3000 PSI AT 28 DAYS SAMPLES MADE BY Mike Lofton DATE RECEIVED IN LAB 0'-29-RR LABORATORY DATA AGE LAB COMPRESSIVE FIELD CONTROL DATE DIMENSIONS TEST AREA MAX LOAD STRENGTH IDENTITY NUMBER TESTED INCHES SQ INCHES POUNDS PSI 7 P0 13 04-04-88 6 x 12 28.27 74,000 2615 28 - P0 14 025-88 6 x 12 28.27 28 P0 15 04-25-88 6 x 12 28.27 LABORATORY DATA REMARKS DISTRIBUTION REVIEWED BY ALL SAMPLING AND TESTING CONDUCTED IN ACCORDANCE WITH DATE ASTM STANDARD DESIGNATIONS C31-69, C39-80, C78-75, C617-76 PRELIMINARY REPORT A LIA N OF CALIFORNIA, INC ' aikad Ca1i 29O9 forpia 'ESTRUCT COVERING WORK PERFORMED 0 REINFORCED CONCRETE STEEIASSEMBLY WHICH REQUIRED APPROVAL BY 0 POST TENSIONED CON CRETEE" 0 FIREPROOFING THE SPECIAL INSPECTOR OF:0 REINFORCED MASONRY 0 OTHER I f1 74 - It JOB ADDRESS . ••••• • H..•I - •' •. FOR WEEKENDING ' . 1 • -.:- . V . I I;.4,: V aC. JOB NAME :. . ..'r • . . 1Rkl. ( •-• -.&;'.1 FILE NO . , BLDG PERMIT NO . . .. . . :'7- -5Q ARCHITECT '" CONTR - V •• • — I3i1f)- lick id,o11 /7 V V ENGINEER , . . . SUB CONT V . LG revr _Siec?I DESCRIBE MTL. (TYPE. GRADE. SOURCE).. LAB TESTING SAMPLES - V _.'''....;. ____.,. _L. V REPORTING RE€JIREMENT. Onlyone permit no. reported per sheet. Identify type of work, item & peciicarea inspected (floor, gridIinesetc.); identify all joints wheñihpeCting welds and bolts; identify accepted/rejected work by item and specific location; record all job problems and DISCUSSIONS with Contractor, Architect, Engineeretc., record amount of mater pj ial placed and samestakqn;writ certification of work rferencing applied code specificatiops, and1approved plans and/or shop drawings I iNSP DATE 4 •• ' V V V V o s , '7e Terrm, V / V • _u)i , •• . rc(_'v.1e1c11Y3 O)? 13 _brkoT_ If- OT aQ C I r Q 7A r I o n 1 4 S_)mt er orlef and'7_cIu M 13 K! celvi /0 _&c _Fi15ion _c%r°_onTLe_jcdI_CLYC(diI(_br ': ••• iV 1L. V(68 644& c' 'Q Iy(lI(4C,j 1. Ill - (-.• I ,,( I t:1 0,___",__ •ViI.V. : ;c I,- V11 mci • IO01#OY15, IfrE' w or oIls .feY'e' - V. J ç . • J V Iccc.I/Opi Ifru error W6 V -.• •• •- . • - . - . - -i: , _V r I LJ I ) I . ' i . ••-- C.-. -. - .1. 1. . •p • • • . .•'. .... :; t,I, • • 1 V I C ( .• -. . V . . . (_ ?A . . . . • • .r. . ... • >4'..j • •p -.:.: SPECIAL INSPECTOR'S REPORT - ... • Signature of.Speciai inspector 3 Dale of Report Certification Number RiR/ 104 4811 Viewridge Avenue San Diego, CA 92123 (619) 268-9699 WYMAN TESTING LABORATORIES 11760 D Sorrento Valley Rd San Diego, CA 92121 (619) 481-3359 REPORT OF COMPRESSION TESTS 'flOJECT E1flk I -OJECT ADDRESS CONTRACTOR :RCHITECi/ENGINEER ______ BUSS Sii ver__F1ughsAss. TOBEBILLED ______Sc C LDG. PERMIT NO. 87-520-5 SAMPLE DATA PROJECT NO. 88.043 -- IIEPORT OF L CONCRETE 0 MORTAR 0 GROUT ':.'PLIER Escondido_Rdy Mix MIX DESCRIPTION ____5.5 sack __ MIX NUMBER 35 .LUMP ____ .-511 ----______-___- - -.'PL CEMENT II VNITWEIGHI _NL&.____ CATION OF PLACEMENT JnJL PLACEMENT DATE - 03-28-V8 TICKET NUMBER 306240 TIME IN MIXER ...____ ADMIXTURE _____ POZZ AIR CONTENT __j1/A DESIGN STRENGTH 3000________ SPECIAL TEST INSTRUCTION OR REMARKS REQUIRED STRENGTH (f'c) - .__3000 ______-- PSI AT _28_ DAYS SAMPLES MADE BY _ Mike L ton DATE RECEIVED IN LAB -- 03-29-88 - LABORATORY DATA AGE LAB COMPRESSIVE FIELD CONTROL DATE DIMENSIONS TEST AREA MAX LOAD STRENG1 H IDENTITY NUMBER TESTED INCHES SO INCHES POUNDS PSI I _2— — -?2--_ 4 6 J2 6 x 12 7 28.27 5L00 74,000 1820 2615 28 PO 10 04-25-88 28 130 11 04-25-88 6 x 12 _fLx 17 - 28.27 _28-27- 76,00() 2690 1i2.._ 02388 LABORATORY DATA REMARKS ---!be ave.rage of_ree(3)consecutive sets of break test s is 30 0_psif'c3000 psi required. eieforegoncrete is acceptable and _conforms. _However, JiLd cylinder PO12shallbe reschecluiedforRthyBY. .break on Way 23,1988. break o1_P0 12 = 3075 psi c/ CONr • TED IN ACCORDANCE WrnE] ITF 5'-4-• 3000 i. Conc.c te conOrns. - - ANDARD DESIGNATIONS - 1-69, C39-80, C78-75, C617-76 iOi,-: <>i rrt Li_i III No. C.E. 16786 I r c Li II ;L (xp 6-30.89 /1 J/3 %.,_ Of c Wyman Testing Laboratories 13230 Evening Creek Drive South Suite 218 San Diego, California 92128 (619) 486-0354 COVERING WORK PERFORMED DREINFORCED CONCRETE DSTRUCT. STEEL ASSEMBLY WHICH REQUIRED APPROVAL BY DPRE.STRESSED CONCRETE DREINFORCED GYPSUM DGLUE.LAM.FABRICATION THE SPECIAL INSPECTOR OF 0 REINFORCED MASONRY DPILE DRIVING DOTHER JOB ADDRESS No. FOR WEEK 1949 Palomar Oaks Way 88-043 ENDING 1988 OWNER OR PROJECT NAME BLDG. PERMIT NO. PLAN FILE NO. Palomar Oaks 87-520-7 CONSTR. MATL (TVPE.G RADE.ETC.) ARCHITECT Buss Silvers Hughes DESIGN STRENGTH SOURCE OR MFGR. ENGINEER __________ Buss Silvers Hughes DESCRIBE MATL. (MIX DESIGN. RE-BAR GRADE 8, MFGR.I GENERAL CONTRACTOR Madison Square PartnershiD CONTR. DOING REPORTED WORK LAB RECEIVING & TESTING CONSTR. MATL SAMPLES CERTIFICATION OF COMPLIANCE Wyman Testing Labs here-by certify that we have performed all the "Special Inspections" required by the local building department (i.e. Welding, Concrete and Reinforcing Steel) and have found this work to be in accordance with the approved plans, specifications, Permit No. 87-520-7 and applicable building code. CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS ,& APPLICABLE SECTIONS OF THE CITY OF SAN DIEGO BUILDING LAWS. RISTEREDINSPF2R ._-e DATE OF REPORT REGISTER NUMBER