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HomeMy WebLinkAbout2131 PALOMAR AIRPORT RD; ; 86-117; PermitV 7 0 i hereby affirm that I am licensed under o proviaions of Chapter, 9,(commencing with I Section 7000) of Division 3 of the Business and Professions Code, and my license is in I full force and effect. Ltc No • Class , o hereby altirm that I am exempt trom . the Contrac- - or's License Law for the lollowing reason. (Sec. 7031.5 . • 1 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 Me ap- plicant for, such permit to tile a signed statement that he is • licensed pursuant to the provisions .01 the Contractor's License Law (Chapter 9 commencing with Section 7000 01 Division 301 the Business and Professions Code) or that is en' - empt theretrom and the basis for the alleged exemption. Any violation at Section 7031.5 by an applicant for a permit sob' ç edo the applicant to a Civil penalty 01 not more than line hon' dred dollars.(5500(. tJ I, as owner 01 the property, or my employees with wages as tIX heir sole compensation, will do the work, and the struc- ture is not intended or offered for sale (Sec. 7044, Business and Pratessions Code: The Contractor's License Law does 5 , . out apply to an owner 01 property who builds or improves ID thereon and who does such work himsell or through his own employees, pranided that such improvements are not intend' Sal . ed or offered for sale. It, however, the building or improve' Z - moot is sold within one year 01 completion, the owner-builder 3 will have the burden 01 proving that he did not build or im' 0 prove for. the purpose 01 sale(. - . 0 I, as owner 01 the property, am exclusively contracting . with licensed contractors to construct the project (Sec. 7044, • Business and Professions Cede: The Contractor's License Law does 001 apply loan owner 01 property who builds or im- proves thereun, and who contracts or each projects with a contractor(s) license pursuant to the Contractor's License 0.Z Law)..'. lJ As a homeowner I am improving my home, and the 10110w' 4 " ing conditions exist: cc , The work is being performed prior to sate. I . have .lived in my home for twelve months . prior to completion 01 this work. . w hav Ie not claimed this exemption 'during the last three years,'''. 0 lam exempt under Sec. ___________________ .B & for this reason - S - • ,, , ' ' L,5 . D I hereby affirm that I have a certificate 01 consent to sell-insure. or certificate 01 Workers' Compensation In.' * suravce, or Certified COPY thereof (Sec. 3000. Labor Code) POLICY NO. - COMPANY Copy is filed with the city, - Certitied copy is hereby lunihed c v' , - 0 - CERTIFICATE OF EXEMPTION FROM to WORKERS' COMPENSATION INSURANCE (This section need not be completed if the permit LLI is for One hundred dollars 101001 or 10051 0 I certify that in the performance of the work for which oCC this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compen." sation Laws 01 California. NOTICE TO APPLICANT: It. alter making this Certificate 01 Exemption. yeu should become subject to the Workers' Compensation provisions 01 the Labor Code.' you must forthwith cornpt'y with such provisions or this permit shall be deemed revoked. [" 0 I hereby affirm that there is a construction lending agency 10, the performance of the work for which this per. 0) pit is issued (Sec. 3097, Civil Code( ' rzl.- - -. - Lender's Name Lender's Address - USE BAIL POINT PEN ONLY & PRESS hARD APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. ' . CARLSBAD BUILDINÔ DEIARTMENT', • • - APPLICAT PERMIT - .ION Carlsbad CaliforniaCa(ifornia 92008-1989 (619) 438.5525 - , A . - J OVA DRJ J 4/ 4[4. ST. RD. NEAREST CRC ST. DATE OF APPLICATION jqe BUSIN CENSE # VALUATION PERMIT NUMBER ZO E _____ [LP SEFSSWR PA t CONTRACTORSPHONEs OWNERSN:MEC±/O OWNER.SPHONE 43 /545* CO 6 LICENSE NO. PLAN I.D. . . i73 SO. FOOTAGE OWç1MAI L DPPES) - DESIGNER 1 DESIGNERS PHONE • - k 12t 233 53/ ' 5 - F 6/O-3/6 L'7 . 33f.7L DESIGNER'S ADDRES . 41 Q) ,ç 3j-' 5"7) i)2— LICENSE NO. , - -. 0001" 4 7 67037 B 95897 - F/P FLRELEV I OP EDU - vO RIES =--Jiq ,g - FIRE SPR 'CENSUS TRACT OP LAND USE PARKING SPACE RES UNITS GRADING PERMIT ISSUED REDEVELOPMENT' - TYPE 0CC LOAD L F n C ST ' '.. . - ND - Not Valid Un/eysMachi,e'C'er(ifier__ - OTY. ' PLUMBING PERMIT'- ISSUE ' - OTY. b MECHANICAL PERMIT ISSUE SUMMARY/ACCOUNT NUMBER ' .402 EACH FIXTURE TRAP . , - INSTALLFURN. DUCTS UP TO 100,000 BTU - /' BUILDING PERMIT 001-810-00-00-8220 EACH BUILDING SEWER . ' ' I , OVER 100,000 BTU ' ' . ' SIGN PERMIT 001-810-00-00-8221 EACH WATER HEATER AND/OR VENT '• BOILER/COMPRESSOR UP TO 3 HP ' • PLAN CHECK - 001-810'00'00'8806 ' EACH GAS SYSTEM I TO 4 OUTLETS. 2...._j, 7 BOILER/COMPRESSOR 3-15 HP • /.j"-s_ TOTAL'PLUMBING 001-810'00'00'8222 C':EACH _GAS SYSTEM S OR MORE METAL FIREPLACE ELECTRICAL 001-810-00-00-8223 - - EACH INSTAL.. ALTER, REPAIR WATER PIPE ' ' . 'VENT FAN SINGLE DUCT . . ' MECHANICAL 001-810-00'00'8224 , 'EACH VACUU.4,BREAKER , 'MECH EXHAUST - HOOD/DUCTS - ':' -' MOBILEHOME. - 001'810-00-09'8225' - - wATE'RSOFTN'R-' " . . , ' ' RELOCATION OF EA FURNACE/HEATER r - ' MOBILEHOME'PARK INSP II!fE EACH ROOF DRAIN (INSIDE( /0 — SOLAR 001-810-00-00-8226 I TAL MECHANICAL . ' . - , ' STRONG MOTION - - 880-519-92'33 • - - TOTAL PLUMBING . I ' -• FIRE SPRINKLERS - ' 001-810-00-00-8227. CITY. ELECTRICAL PERMIT ISSUE 0Th' SOLAR ISSUE PUBLICFACILITIESFEE '328100000893O NEW CONST EA AMP/SWT/BKR COLLECTORS . - -. .. SCHOOL1FEE - DISTRICT'' - •' ' ____________________ I PH H 4 STORAGE TANKS 'cCarISbad "_LP '1 - EXIST BLDG EA AMP/SWT/BKR "' ROCK STORAGE .r,.Encinitas IPH - • 3 P - ' '',, .PUMP ' -' '-'E S SanOiegiIo'.--.-' - REMODEL ALTER PER CIRCUIT PLAN CHECK FEE _____,c . ______•s San Marcos. ( _.-- - TEMPPOLE.200AMPS ,., -''. , - -- _". ',,•,_,•• _- • OVER 200 AMPS -'- . '_ LICENSE TAX ' .'001-810-00-00-8162 ' TEMP OCCUPANCY (30DAYS(.- ' "". - - -• .88051992:7'v .og_• ".CREDI_D_OSIT " _s,.. _ 5 . _- TOTAL ELECTRICAL .J TOTAL SOLAR TOTAL FEES PAYABLE - I - I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT" AND DO HEREBY E au, opirafion.EverypermitiosuedbyfheauildingOfficialunderlheprovisionsolfhis - * AN OSHA PERMT IS REQUIRED FOR EXCAVATIONS OVER become null and void. lb the building or work Code Shall othorized by hbYehmtfatIon is tand 50" DEEP AND DEMOLITION OR CONSTRUCTION OF - CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE commenced within 180 days from the date of such DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS permit, or It the buildina 0 ok thd by such permits suspended or , STRUCTURES OVER 3 STORIES IN HEIGHT ISSUED: TO COMPLY WITH ALL CITY, COUNT V AND STATE LAWS GOVERNING BUILDING CON abandonedatanylimea(iertheworkis_ommencedbra _nod01180days. STRUCTION. WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY AND Pla T' CONTRACTOR D B •D E , KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS. COSTS A - EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEOUENCE OF E BY PHONE 0 '-' - ' GRANTING OF THIS PERMIT. ' V TYPE DATE INSPECTOR BUILDING - FOUNDATION FIELD INSPECTION RECORD REINFORCED STEEL REQUIRED SPECIAL INSPECTIONS INSPECTOR'S NOTES MASONRY 7/jg4.- INPE1iON REO.IF CHECKED INSPECTORS APPROVAL DATE - — GUNITE OR GROU I SUB FRAME Ot'PLOOR El CEILING OILS ANCE R OR ci !CI:FRAME SHEATHING W/hOOF 1:1 SHEAR EXTERIOR LATH STRUCTURAL CONCRETE * / OVER 2000 PSI INSULATION PRESTRESSED P CONCRETE RESTIRESSED All /( INTERIOR LATH & DRYWALL CONCREE" •- _____ POST TENSIONED P' I - PLUMBING - FIELD WELDING El SEWER AND BL/CO El PLJCO HIGH STRErGTH BOLfS - I UNDERGROUND El WASTE El WATER /'-' ,, • SPECIAL y1A' .'SNRY O -. "S TOP OUT DWASTE [il-WATER TUB AND SHOWER PAN , / '' \''-'. \ :' " '-•::' ____ 'c' GAS TEST I PILES CAISSONS EJ WATER HEATER EJ SOLAR W.TER ELECTRICAL (ELECTRIC UNDERGROUND 'UFER -.:- ROUGH ELECTRIC I El ELECTRIC SERVICE El TEMPORARY . El BONDING El POOL MECHANICAL El DUCT.-,& PLEM., 0 REF. PIPING HEAT - AIRCOND.SYSTEMS '-'.— " '' VENTILATING SYSTEMS I I .. CALL FOR FINAL INSPECTION "WHEN ALL APPROPRIATE- ITEMS ABOVE HA 1E BEEN.APPROVED 0• _______ __________ ______ FINAL .•?.; PLUMBING 0 , ELECTRICAL MECHANICAL GAS BUILDING - c SPECIAL CONDITIONS - -- ---' 0 J City of Carlsbad MISCELLANEOUS,. 1200 ELM, CARLSBAD, CA 92008 • TEL. (619)438-5525 RECEIPT _7_Jzz I J6 3tji. _____I'FbY RI) MISCELLANEOUS FEE RECEIPT LI PLAN CHECK FEE 001-810-00-00-8806 [1 VALUATION_____________________ LI DEMOLITION__________________ LII HOUSE MOVING LI PARKS AND RECREATION FEE LI PUBLIC FACILITIES FEE LI SCHOOL FEE - DISTRICT_____________________ El Carlsbad LI Encinitas_______________________ LI San Diego LI San Marcos CERTIFICATE OF OCCUPANCY____________ Owner it,_3a: Mailing Addres S 2141 (41.-b -ii'2. & t 1) 0 City KT' 3cg )L Contractor Address City Zip Tel. Stale Lic. S. Classif. City Lic. No. - COMPLETE FOR PLAN CHECK ONLY . LEGAL DESCRIPTION / 3 /b n ô ASSESSORS PARCEL NO El DESCRIPTION OF WORK A 3 Sm(ZL 345,c.s — r~ El ______________ EJ PLANIDNO. _(I'/ LI_3 , DESIGNER ADDRESS 5A J C)LG C) PHONE Z3 TOTAL FEE $ CONTACT PERSON J WARNlG: PLAN CHECK FEES. WHERE NO ACTION IS APPLICANT IN 180 DAYS AND NO BUILDING PERMIT IS FORFEITED TO THE CITY. COMMENTS:__________________________________________________ TAKEN BY THE ISSUED. ARE - -. Signature of Applicant ' Date /i/ - - White - Applicant Yellow - File Pink - (1) Finance (2) Data Process Gold - Assessor ---- -__- - --- - - &f os )O,IOO (C :l (( _- ------- -- - - - x 11± i - -- ---- ----- -iF p •- - CASHIER'S VALIDATION • - $9 itj.OQ F I ttg of Qtaritiab SEWER PERMIT APPLICATION APPLICANT TO FILL IN SHADED AREA SEWER PERMIT NUMBER: SE 28'q7. BUILDING PLAN CHECK NUMBER:PC 84-1/7 BUILDING TYPE: NUMBER OF EDU'S: /9.1 '? CALCULATIONS:__________________________________ FI * t9CX BUILDING ADDRESS: iLOl)ttRs /41 e.,Fb1T (20iR OWNER: ''&) 614O WA'WI . 'S1E MAILING ADDRESS: 4I PAo71M.d 41 RPôrzr Pom) 04msw D 1's/? ED/S CONTRACTOR-.111 0 P/ ,.MAILING ADDRESS: eo, &X +3S/ P'1 C qz)3-4s LEGAL DESCRIPTION: L'b 3 PthT,J £1klT 1 48- CONNECTION FEE COST PER UNIT /CO NO. UNITS LATERAL CHARGE: t'i , TOTAL CHARGES: P1,11 d PREPARED BY: (PRINTED NAME) - ASSESSORS PARCEL NUMBER: COMMENTS: GOLD: Applicant 0 U Testing Engineers-San Diego A Division of United States jesting Company, Inc. 3467 Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (619)225-9641 4 2948 Industry Street, Suite B, Oceanside, Ca. 92054 (619) 757-0248 June 2, 1986 CITY OF CARLSBAD Building Inspection Department 1200 Elm Avenue Carlsbad, CA 92008 Project: Graham International IV Palomar Airport Road ._çarlsbad, CA 92008 , Gentlemen: ,.Our firm has been retained by the owner as the testing and inspection agency. According to the specifications and our instructions, we are to perform the following special inspections during construction of the above mentioned project: Yes Reinforced Concrete (c$ Reinforced Masonry Yes Structural Steel Yes Ultrasonic Testing of Welds ______ Other Very truly yours, TESTING ENGINEERS-SAN DIEGO Leland A. Smit Contract Administrator LAS: slf RECEIVED/7 JUN 31986 CITY OF 'CARLSBAD Building Department rJ Testing Engineers -San Diego A Division of United States Testing Company, Inc. _____ 3467 Kurtz St., P.O. Box 80985, San Diego, Ca. 92138(619) 225-9641 4 _____ 2948 Industry Street, Suite B, Oceanside, Ca. 92054 (619) 757-0248 June 2, 1986 TULSA STEEL MANUFACTURERS, INC. 7600 New Sapulpa Road Tulsa, OK 74103 Project: Graham International IV Carlsbad, CA Gentlemen:-- Our firm has been selected to represent the owner as the testing and inspection agency for the above mentioned project. According to the specifications and our instructions, the following inspection of the structural steel is required: INSPECTION SHOP FABRICATION Inspection of shop welding operations. The inspector will check the material, equipment, procedures as well as the welds. He shall also check the ability of the welders. FIELD ERECTION 11 field welding operations will be continuously inspected. /High strength bolt installation will be checked and torque tests of bolts. - "Movement connection penetration welds will be tested by ultrasonic means. Please notify our dispatcher at least 24 hours in advance so we can arrange to have an inspector and/or technician available for this work. Very truly yours, TESTING ENGINEERS-SAN DIEGO ~~< ~0,e- RECEIVED e and A S. e Contract Administrator , JUN 51986 cc: TESTING ENGINEERS-OCEANSIDE CITY OF CARLSBAD Graham International Building Department Hope Consulting Group Atkinson, Johnson & Spurner r. TESTING ENGINEERS-SAN DIEGO A Leland A. Smith Contract Administrator LAS: slf cc: Graham International Hope Consulting Group Atkinson, Johnson & Spurner Dunphy Construction TESTING ENGINEERS-OCEANSIDE RECEIVED JUN 31986 CITY OF CARLSBAD Building Department Testing Engineers-San Diego 0 00' A Division of United States Testing Company, Inc. 3467 Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (619) 225-9641 2948 Industry Street, Suite B, Oceanside, Ca. 92054 (619) 757-0248 June 2, 1986 HAFER STEEL 5915 Mission Gorge Road San Diego, CA 92120 Project: Graham International 1V Gentlemen: Our firm has been selected to represent the owner as the testing and inspection agency for the above' mentioned project. According to the specifications and our instructions, the following testing of the reinforcing steel is required: TESTING One tensile test and one bending test shall be made from samples out of 10 tons or fraction thereof, of each size bar,. #5 and larger, when material can be positively iden- tified as to heat number. Mill analysis shall accompany ,the report. Please notify our dispatcher in sufficient time so that the designated steel can be sampled, tagged and tested prior to shipment to the project site. Very truly yours, Testing Engineers -San Diego A Division of United States Testing Company. Inc. 3467KurtzSt,PO Box 80985, San Diego, Ca. 92138(619)225-9641 2948 Industry Street, Suite B, Oceanside, Ca. 92054 (619) 757-0248 June 2, 1986 DUNPHY CONSTRUCTION COMPANY P.O. Box 84359 San Diego, CA 92138-4359 Project: Graham International IV 2 )_3/ Gentlemen: Our firm has been selected to represent the owner as the testing and inspection agency for the above mentioned project. According to the specifications and our instructions, we are to perform the following testing and inspection during the construction: TESTING EARTHWORK Soils compaction including trench and structural backfill, and parking area subgrade as required by the architect. ASPHALT PAVEMENT Aggregate base compaction tests, asphalt concrete mix design review, extraction and aggregate gra- dations, coring and core tests. CONCRETE Compression tests of concrete cylinders in excess of 2000 psi. REINFORCING STEEL Tensile and elongation tests and bending tests of each size bar 115 and larger, from each 10 tons or fraction thereof. MASONRY lroo 10 Compression tests of mortar and grout samp fo 0 C' LIGHTWEIGHT CONCRETE. FILL Compression tests of cubes. June 2, 1986 DIJNPHY CONSTRUCTION COMPANY Graham International IV Page Two INSPECTION CONCRETE Inspection•of'b-atch plant operations for quantity and quality control. Continuous inspection of reinforced structural concrete with design strength in excess of 2000 psi. STRUCTURAL STEEL Continuous inspection of all field welding including metal packing. Inspection of high strength bolting and torque testing of same. Ultrasonic examination of field welded moment connections. BUILT-UP ROOFING AND WATERPROOFING Preconstruction conference with the applicator and project superintendent and job site inspection. Please notify our dispatcher at least 24 hours in advance so we can arrange to have an inspector and/or technician available for this work. Very truly yours, TESTING ENGINEERS-SAN DIEGO Leland A. Smith Contract Administrator LAS;slf cc: Graham International, Inc. Hope Consulting Group Atkinson, Johnson & Spurner TESTING ENGINEERS-OCEANSIDE LAB - Atkinson, Johnson & Spurner, Inc. RV © Consulting Engineers F UIRMSMOOTTM 4121 Napier Street SAN DIEGO, CALIFORNIA 92110 (619) 275-1530 c2C '-'- TO 2// 0c4'7"0r7 9320 cI,'espeode c• le 2'o S'Q4 ,7DI4. ?2123 GENTLEMEN: DATE I ATTENTIO# I ,4ie 110 RE 49 G,-"Qhrn1 JJ~' 40 12 g14-117 WE ARE SENDING YOU 0 Attached 0 Under separate cover via the following items: D Shop drawings 0 Prints 0 Plans 0 Samples 0 Specifications 0 Copy of letter 0 Change order 0 COPIES DATE NO. DESCRIPTION ,za/ Mezy46 91s THESE ARE TRANSMITTED as checked below: 0 For approval 0 Approved as submitted o Resubmit copies for approval 0 For your use 0 Approved as noted o Submit ______copies for distribution I - 0 As requested D Returned for corrections 0 Return -corrected prints 0 For review and comment 0 0 FOR BIDS DUE 19 0 PRINTS RETURNED AFTER LOAN TO US COPY 2 SIGNED: If enclosures are not as noted, kindly notify us at on t*4 I H IL 1--i .., I H-H I '1 F31- 0 I 1 I 9—Il t 4T 'iH H I I I 'I I . -1 1 I * I ___•i I1 ll1 I JOB NAME I Tt.Ifr1ic'i' A L- 00A 4, BY AL— ATKINSON,JOHNSON&SPURRIER.INC CONSULTING ENGINEERS SHT.!OF -- DATE JOB NO.___________ ,T3cI,' êz'', , _-- -L&) 20 .. C'L I po (10 \ TI I JQ ATKINSON_JOHNSON & SPURRIER INC SHT COF - DATE - CONSULTING ENGINEERS I ,JOB NO... (\I-V C,7 _0 .1 \ (ao) IF LLa4od I --------___ .. L. . C4 r-DO . - 20 IN/ - frJ?O)c/O P3s1 4 tfrYj?NJC1 Fo1 ,Og,2 /04AJ Jo ATKINSON. JOHNSON & SPURRIER. INC. SHT. OF - -1 - DATE -- CONSULTING ENGINEERS • i ...,, JOB NO._-O I a MIII I T ' • Fl __ F, -,--1 i r 2- !•. -2 L. ________ j< 6-4 AL ___________ r3-H • IH FAA H lot F/2. ,fl7S H p,4Ai PE5/6A447/$ (~ 41,4 T/c7/VS 01 0 I1 01 AtKINSON. JOHNSON & SPURRIER. INC. CONSULTING ENGINEERS BY __ SHT._c±. OF _ DATE_ _ _____-- JOB NO._A,f.Q.. 0. lIP ii1 -I-I r 0 T I V - 1.... $-• r-12- --O JOB NAME ATKINSON. JOHNSON & SPURRIER. INC. ttA9 i- CONSULTING ENGINEERS BY___________________________ -1 tf 0)-I 1 4*E4 ot t.*ørF PLM4 Wi21 wi6s31 w%6,cèI It '4oH I •I._I I ii$39LHt v.J2.Ic97 11 fH-4 H+i 1T 1._'J.. IIIJI . * LJ_LLJ__L__LL SHT.& OF_______ DATE JOB NO._37_01s4 S. I F- H ± S.. S . H H I rt-I H -® JOI3 NAM 1&1JtL1H-TYI!L1L2IIAL ATKINSON. JbI4NSON & SPURRIER. INC. SilT. OF DATE_fb/2Ji4 - CONSULTING ENGINEERS I - _________ JOB No. _____________ -0 --- 7A --- fro-____ia& vWTi' 45- 4 T-- PL%41 - _•-________ ___________ -__________ W16Y 202 70 1 H VJIh40.H ± Po DO U' c P0 po po 20 I_- WI X40 H 120 IH _Wf0Y2- H vV2lX57 —01- ATKINSON. JOHNSON & SPuRRIER. INC. CONSULTING ENGINEERS SHT.Cl_OF_______ DATE / JOB NO.__________ Y~ , I A 17 17 - - - () —~D '. U2)(I1 \rJJi 43 -- - 9HINt&1 1b+- Rool ,Y 2E? ,1-21 4NS JO13 'JAM iHLL1s4rnYtl12IdAL ATKINSON JOHNSON & SPURRIER INC SHT DATE - CONSULTING ENGINEERS I _____ ____ JOB NO. - "2& .I__JLL-_ - - j. I I-I - -'••---9 .. : : 20 H -2 H, 90 00 AL po QT .1 r r2ii 170 WE j4 rH -1- _ 1_r2Ict4 4iitk1' ON', C70 ,4,7;4/ 7c41,i/?'(/ tA.) ATE-'- ettp H C.- LilTh sctrr Cu CP II inric Flap "j/ jLtirdsin v.3Ierprooy.u Fabric System / / ----Core /l I' Psrtorted V (Discharge Fhrc Fig. 7-Top of Footing Orion MJ cc-1 4-JL D4 T u pa~,, 47 d, Testing Engineers—San Diego D 3467 Kurtz Street, P.O. Box 80985, San Diego CA 92138 (619) 225-9641 2948 Industry St., Unit B, Oceanside, CA 92054 (619) 758-3730 —JOB 'NO: 5061 CITY OF CAR LSBAP BLDG' INSP DEP DISTRIBUTED TO: SJOBNA GRAHAM INTERNATIONAL IV 1200 ELM AVENUE - GRAHAM INTERNATIONALS INC JOBADDRESS: 2131PALOMAR AIRPORT RD CARLSBAD, CA 92008 TESTING ENGINEERS-SAN DIEGO CARLSBAD, CA - -HE CONSULTING GROUP - - - ATKINN,J0HNN & SPURRIER, - CITY OF CARLSBAD BLDG INSP DEP' ENGINEER: - Roy E. Moore, R.C.E. / T;H.ChapMan,R.C.E. / Stephen M.PoO1e,R.C.E. DUHY CONSTRUCTION COMPANY TESTING ENGINEERS-OCEANSIDE I REP0RT4: I7996 DATE: 07/ If/ 86 CONCRETE INSPECTION REPORT 6726/86 - • Iñpected reinfOrc::eent for placement and grade Of steel and placing 'of córici'ete at sibThcjrade fotUne ttaUh e., 5; betWPen lines A and D 190.0 Cubic Yardsof Mix NO. 50-0014 'Two sets of four (esl -specimens Made - The work inspected coMplié with the ár teci pl a n s-, 1 'DATES....,. EMP*, .INSPECTOR'S NAME-. 6/6/86 1hoi'as Z Pfi r o - TASI<41:, •. . RI [-IRS TASK ..... 0THRSTASK4 ....DT HRS - t- .- -- --.- - - -=---:-- -, ---.- _-__•.__ -- -- --- - - - - - - - - --- -- aE-i---V-=D - - -' juUi1986 - - OF -CARLSBAD - -- ------,------ •------- --- ;iu1 rtrnt -. -- - ---•-- --------------_:: - - • - --- -- TESTING ENGINEERS --SAN DIECOi - - - - -- - aw Testing Engineers—San Diego 3467 Kurtz Street, P.O. Box 80985, San Diego CA 92138 (619) 225-9641 2948 Industry St., Unit B, Oceanside, CA 92054 (619) 758-3730 404 JOB NO:- 5061 - CITY (:)FCARLSBAD BLDGINSP DEP DISTRIBUTED TO: JOB NAME: GRAHAM INTERNATIONAL IV 1200 ELM AVENUE -.- --GRAHAM .INTERMATIONAL, INC - JOB ADDRESS: 2131 PALOMAR AIRPORTRD CARLSEAD, CA -92008 TTING-ENGINaRS-SANDIEGO CARLSBAD,'CA HE CONSULTING' GROUP - ATKINSON,JQHNSON & SPURRIER, ENGINEER: - Roy EJ.00r.e-,.-R';C:E. / T.H.ChapMan, R.C.E. / Stephen N. Poole, R.C.E. -- - DUNPHY CONSTRUCTION COMPANY * TESTINGENGINEERS-OCEANSIDE - - - -- •PRE-NIXED CONCRETE COMPANY . - REPORT NO: 9201 CONCRETE C0MPRESSI1 TEST- - -: -DATE: 08/08/86 - CYL UN WI AGE€ STRENGTH PSI DATE OF NIX DESIGN SLUMP MADE TIME IN TIME OF=.CYL THIS TEMP LOAD PLANT DIAM NNBR PCF TEST TEST DESIGN POUR DESIGNATION INCH BY MIXER--- DAY SET/RK-F - -NMBR CODE -INCH; - U ------ 22306 7 LOCATION IN STRUCTURE: SLAB ON GRADE BETWEEN LINES-A & 0/1 &- 3 - - - -- -, 22307 28 3730 COMPLIANCE: COMPLIES-WITH 28 DAY SPECIFICATIONS. -- - ------ 22308 60 COMPLIANCE: - -• ---- - 22309 60 0 COMPLIANCE: - - 06/26186 50-0014 4.75-- - -0 i 10:00 ----4/00 0- 14-- - 61 6 22310 - 7 2830 - LOCATION IN STRUCTURE: SLAB ON GRADE BETWEEN LI11ESA &013 5-' - - - - - - 22311 28 750 COMPLIANCE: COMPLIES WITH 28 DAY SPECIFICATIONS. -- - -- -.- 22312 - 60 00MPLIANCE:-- - 22313. 60 0 COMPLIANCE: -- - - - - - - ---- --- :-_____ -_.- av - - c1\RLS'° - - - - - - - - -- ----- - -CITY--OF - -. - - iffTesting Engineers—San Diego 3467 Kurtz Street, P.O. Box 80985, San Diego CA 92138 (619) 225-9641 2948 Industry St., Unit B, Oceanside, CA 92054 (619) 758-3730 SOB NO: 5061 (:.] fy OF CARLSBAD BLDG INSP DEP JOB NAME: GRAHAM INTERNATIONAL IV 1200 ELM AVENUE JOB ADDRESS 31 PALOMAR AIRPOR1 CARL..SBAD, CA 92008 ARLSBAD, CA ENGINEER: Roy E. Moore, R.C.E. / T.H.Chapsan, R.C.E. / Stephen M. Poole, R.C.E. REPORT 110: 18202 DISTRIBUTED TO: -U GRAHAM INTERNATIONAL, INC TESTING ENGINEERS-SAN DIEGO HE CONSULTING GROUP' ATKINSON,JNS0N & SPURRIER, CITY OF CARLSBAD BLDG I11SP DEP DUNPHY CONSTRUCTION COMPANY TESTING ENGINEERS-OCEANSIDE flAT1 flRiaR/I-. ' i uc i UkAL rFEI. Ifl D WI J D [NPI ( flON R C(sNCkL1E INSPECT 10N kEF ()RT Show up on ly.. General coiltractor requested stancHb y pending arrival ofNelson stud shear c: onnect or :insiailation con trac: t or However, after' two hour's, stand-by was terminated /7 /29/$6 Inspected placemen -t and welding. of' 3/4 x5 Nelson stud shear, connectors at second floor, structural steel +'rar,e, c orrect spac ing and count vet' :i.fied per approved drawing details. Stud weld - - integrity was verified by test Me -I-hod per, AWS 1)1.1 85. ,1117 /30/86 . Inspected placement of ASTM A64-5 CR40 rebar and welded wire fabric 6x6x2. 0x2. 0 for second f:I. oor re:i.nforceMen t. In spec: ted Metal c;e::k welding complete at second floor, frame, Inspected placement and welding of 3 /4 x5 Nels o n stud shear e-o-nnectors to third floor frame.. Correct number, of connectors per beam was vet' :ified and bend -test was performed per, AWS code with no P a :1. 1 u r e s . - DA ¼ LMP 111 Ii41:1 EC I UR 'S NAME 7/28-8,'1/86 Frank Miller i rIc II kT IIRS TASK OT I-iRS TASK 41: DI III 3230. 9.0 - - ins:)ected r'einforceMent for placement and grade, of steel and placing of concrete at second floor, deck from line A to line D, between lines 1. and 5. 168.0 Club ic Yards of Mix No P-101A ilac e cl Two sets of four test SCCMCS Made.. - ---------------- -' The work inspected. complies wi-t-h the appr oved pl--ans and -the Uniform Building Code. - -- OTrS I MP4I 1NSI'ECf()R'S HAr1I - - TomZefPiro - - - R EC E I\l E TA (3 1< 0 In HNS 1 ASK I1 OT HRS i AC K* DI I IRS AUG 1 1986 J.0 - - - .......................- - CITY OF CARLSBAD I T fl'Jf FWI TJI I I?C qAj n ri Building Department Testing Engineers—San Diego - //IDJ/1J 3467 Kurtz Street, P.O. Box 80985, San Diego CA 92138 (619) 225-9641 2948 Industry St., Unit B, Oceanside, CA 92054 (619)758-3730 JOB NO 5061 CITY ijr CriRt 3BñD BLDt IN,P DIP DISTRIBUTED TO JOB NAME GRAHAM INTERNATIONAL iv -1200 F.:u1 ALJENuE GRAHAM INTERNATIONAL, INC JOB ADDSSt. 2131 PALOMAR AIRPORT RD CAR LSAD, CA 92008 TESTING ENGINEERS-SAN DIEGO CARLSBAD, CA HIVE CONSULTIIIG GROUP - ATKINSOU,JDHNSON & SPURRIER, CITY OF CARLSBAD BLDG INSPDEP ENGINEER Roy E. Moore, R C E / T H Chaptian, R.C.E. Stephen H Poole, R.C.E. DUNPHY CONSTRUCTION COMPANY TESTING ENGINEERS-OCEANSIDE REPORT NO, 18251 BATE 08/15/86 II lr1FORCI41, 13T0 L CONCR[TI: INSPECTION' RI P0k r -- . -.,- Mi.. *.r 8/4/86 . In spected rein I ort ren t for pl ace ment dud grdcte 01 stee l at 3rd -Floor deck from line A -t o l in e D, between :1.iri es I and 5 The work in sp ected c omp l ies with the approved. plans u(.-1 the Uniform Buld:Lng Code, . . Inspec ted reinforcement for placement and grade, of stee:1 and, plac:incj of conc::rete at easterly an westerly sta :i.rwa y s ancI :Land ings froM the 1st fl o or to the 3rd fl o or, In'pe c tr'cl the p1 i - i. i n g of concrete a t 3r d I I o dec k I ro line I to lii•ie 5, between lines A and D, 174 U t ubic ya?, ds of Mix No I P-7 01A plac ed - .1wo sets of four test specimens Made. . The work a npc tc-d c .iMp1 1P WIth the appr oved p l ans ncI the UniforM E4uilding Code. . D(TE I tIP II .i NSPE( TOk 'S NAi'IE 3/4-8/5 IOM Zeffiro 1 A',K1I R ORS TAI< 9 ()i HR TASK IF Dl I R 10 0 •- : :-•----._:-.•- ft AUG BAD 1 1986 CLT Building Men 1151 LNC I NCINI ER SAN DLI-LI(J 1 Testing Engineers—San Diego LAlf 3467 Kurtz Street, P.O. Box 80985, San. Diego CA 92138 (619) 225-9641 2948 Industry St., Unit B, Oceanside, CA 92054 (619) 758-3730 .808 JOB NO: 5061 CITY OF CAR L..SBAX) BLDG INSP DEP DISTRIBUTED TO: JOB NAME ; 1200 ELM AVENUE GRAHAM INTERNATIONAL, INC JOB 5: 2131 p R AIRPORT R CARLSBAD, CA. 92008 TESTING ENGINEERS-SAN DIEGO CARLSBAD, CA . HOPE CONSULTING GROUP -- ATKINSON ,JOHNSON & SPURRIER, CITY OF CARLSBAD BUG INSP DEP ENGINEER: Roy E. MoOre, R.C.E. / LH.ChapMan, R.C.E. / Stephen N. Poole, R.C.E. : DUNPHY CMSTRUCTION COMPANY TESTING ENGINEERS-OCEANSIDE NROCK :REPORTJIU; .9659--_... cONCRE1ECPR'EIONTESL CYL UN WI AGE€ STRENGTH PSI DATE OF MIX DESIGN SLUMP MADE -TIME. - IME IN TIME OF CYL THIS TEMP LOAD PLANT DIAM ES L MIXER DAY SET/MARK F HNBR CODE INCH 3000 07131/86 LP7701A 4.5 0 7 30 4/00 0 5 13 6 7804 7 2300 - LOCATION IN STRUCTURE: DECK @ 2ND FLOOR LINE ITO 3 BETUEE A &D 7805 28 3870 :COMPLIANCE:' COMPLIES WITH 28 DAY SPECIFICATIONS. 7806 60 0 COMPLIANCE; 7807 60 0 COMPLIANCE: COMMENTS: LIGHTWEIGHT CONCRETE 3000 07/31/86 LP-7014 - 425 0 10:45 4/00 0 15 13 6 7808 7 2070 LOCATION IN STRUCTURE: 2ND FLOOR DECK, LINE 3 10 5, BETWEEN A& D 7809 28 3470 COMPLIANCE; COMPLIES WITH 28 DAY SPECIFICATIONS. 7813 60 0 COMPLIANCE: 7811 60 0 COMPLIANCE: - COMM}NTS: LIGHTWEIGHT CONCRETE 3000 08/05/86 LP701A - 4.25 0 8 00 4/00 0 8 13 6 7935 , 7 :2210 LOCATION IN STRUCTURE: 3RD FLOOR DECK LINE.1 TO 3, BETWEEN LiNES A & D 7936 28 3610 COMPLIANCE: COMPLIES WITH 28 DAY SPECIFIcATIONS, 7937 60 0 COMPLIANCE: - 7938 60 0 CONPLIANI: COMMMENTS: ., LIGHTWEIGHT CONCRETE 3000 08/05/86 LP-7014 4 0 1045 4/00 0 15 13 6 7939 7 2000 LOCATION IN STRUCTURE: 3RD FLOOR LINE 3 TO51 BETWEEN A& D 7940 28 3380 COMPLIANCE: COMPLIES WITH Z8 DAY, SPECIFICATIONS, 7941 60 0 COMPLIANCE; . . 7942 60 0 COMPLIANCE: . COMMENTS: -,--LIGHTWEIGHT CONCRETE EQEIVED A110 - SEP111986 CITY OF CARLSBAD -Building Department - .. . PAGE NO: - Testing Engineers—San Diego 3467 Kurtz Street, P.O. Box 80985, San Diego CA 92138 (619) 225-9641 2948 Industry St., Unit B, Oceanside, CA 92054 (619) 758-3730 NO ci.... OF c LGBA):) BLDG INSP DEP NAME: ARAHAI INTERNATIONAL IV '\ 1200 ELM AVENUE ADDRES 2131 PALOMAR AIRPORT RD CARI...SBAD > CA 9200(3 CARLSBAD, CA :NEER Roy E. Moore, R.C,E, I T.H.ChapMan, RC.E. / Stephen N. Poole, R.C.E, DISTRIBUTED TO: GRAHAM INTERNATIONAL; INC TESTING ENGINEERS-SAN DIEGO HE CONSULTING GROUP ATKINSON )JUHNSOU & SPURRiER CITY OF CARLSBAD BLDG INSP DEP DUIIPHY CONSTRUCTiON COMPANY TESTING ENGINEERS-OCEANSIDE üRTIO: 18388 DATE: (i8/29/86 STRUCTURAL :TEEi.. F:I:E:i..o w1:in INsI:)I:CT:coN REPORT 8/i 2/86 n<pcc Wu we ld ing with AJL E7018 electr odis to '-c ur - 22 cJqeXi--1/16 ietil roof deck to structural steel roof members with 7Y4& puddle weld and washer lines 1 to S.'? A to I), deta:i 38/11, 12 and 13. - PATES I riP ii INSPECTOR'S NAME 5 rq 8/12/86 Frank Miller a o-n " lor IA3I<* ..... RT HiS TASK:d: .....OT i-IRS TASi(11 ..... DI I-IRS c,C) P1 3230 20 lIRE:t:>RooF:c INSPECTION REPOR... CD w iII:ect?c:i f ollowing- OWI and measured fire proofing application members , 1'-i. floor col MRS iS I o.I I OWS on the i/ A/2 , it 10 A/5 D/i D/2 D/3 D/4 , D/5, B/5 , C/b B/i and B/b; 2nd' floor beams at The perimeter of the building , The work inspected c:o'ipl:ie wit-h the approved p lans an the Un iform Building Code B/22/86 iI:)ectec:i and measured fire proofing application on :t-he fo llowing McIP , And ,floor beams as follow fol lowsi from lin e .t to line 2 between A and 0; from line 2 to, Line 3, between A and 0; from line 3 to line 4, be tween A and I), from 1 he 4 to line 5, oeiuccn A and I) The work inspected, complies with the approved plans and the Uniform Building C;ooe - E:MpII . ]:-u;Pi:cTc)R / s NAME 319 8/22 - Tom ZeFf:ir WI I-ib TASk1F ...OT FiRS IASi<41 ,.,, DT Vff.S 32:30 4.0 8/25/86 :tIi):ecteci and measured fire ):rooi':Lnq al:)p1:L(::a -t:ion on the foi.i.ow:Lr)q Merii:)er's: all .3rd floor bEi:111S from ,lin e Ito line c.;, l:)etween :1. .i.nes A and The work I fl5PC ted comblies wi th the approved Il DATES I MI' II INSPECTOR'S iAt1l 8/25/86 Tom Zeff:Lro TESTING ENGINEERS-SAN DIEGO --- Testing Engineers—San Diego 7 3467 Kurtz Street, P.O. Box 80985, San Diego CA 92138 (619) 225-9641 2948 Industry St., Unit B, Oceanside, CA 92054 (619) 758-3730 JOB NO 5061 CI TY (JF CARLSBAD BLDG IN3P DEP DISTRIBUTED % JOB NAME: GRAHAM INTERNATIONAL IV 1200 ELM, AVENUE GRAHAM INTERNATIONAL, INC JOB ADDRE MAR AIRPORT CARLSBAD, CA 92008 - TESTING ENGINEERS-SAN DIEGO LSBAD, CA . HE CONSULTING GROUP ATKINSON,JOHNSON & SPURRIER, CITY OF CARLSBAD BLDG ISP DEP ENGINEER: ,Roy E. Moore, R.C,E. / T.H.Chapan, R.C.E. / Stephen II, Poole, R.C.E. . .. bUNPHY CONSTRUCTION COMPANY - TESTING EINEERS-0CEAWSIDE REPORT NO 18456 - DATE 09/05/86 CONCRETE INSPECTION REPORT 8/i4/86.. Third floor roof of building. 2131 Palomar -Airport Road.,. project GrahaK IV, Arrived at jobsite at 8 00 a.m. Inulcrte crew set up portdhI€ batch plant and puMp. .Waited for .5ork1:L ft , Eorki:i.ft arr :i.ved at 11 :00 a • c. Fork:Lift finished unloading 3fl st.yrafoaM boards to - r o of at 11:45. 12.: 00 decided not 10, place -ins ulcrete -Till tomorrow morning, 8:00 a.. (8'-15--86) 8/13/8( Arrived at jobsite at 8.: 00 a... . Started -p-lacing insulcret at. 9:45 a. m. Insulated concrete not. the sate as specification tes . Jot:) superintendent, Jerry ,KazeMier SdMS it has been changed and, has received and. addenduM. Took one saMI::.le at 10 20 and another at 2:30, F':Lnished.p.lacement. of in.sulcrete at. 3.: 15. DATES EMI'4t It43PEf I OR'S NAME" 8/I4,15/O -Jeff -Davis -- . - RT HRS TA1<4t - OT HRS TASK* DT IkS 3230 •12.0 - 11.Rt PROOI INC IN13PECT ION REPORT €3/26/86 lnc,pecled and measured fLreproo ring application on thc following MeMbcT': Roof beaMs frofi line, I to. line 5 , I:)etweer) lines A and D. - The work inspecteci COMP 1Le with the approved plans and th Uniform Bu:Lld:i.ng Code, ... ......... ... . DATE(,:') E.MP.lI INSPECTORS NAME - 8/26/86 Tom Zeffiro TASK O. RT FINS I ASK1t OT hR3 TA'.,K4 DI HR 3230 4.0 :EC E1VE DL - ..... .. QD1:O - -- .--- --------,------ EP 19 ..-. . - CITYÔFC-ARLSBAD- - - - --- - BUiithngDepartmeflt TESTING ENGINEERS - -SAN DIEGO i - j/ Testing Engineers—San Diego 3467 Kurtz Street, P.O. Box 80985, San Diego CA 92138 (619) 225-9641 2948 Industry St., Unit B, Oceanside, CA 92054 (619) 758-3730 H 2 1 JOB NO: 5061 CITY OF CA IR. LSBAD BLDG INSP DEP DISTRIBUTED TO: JOB rDDRiSS-:.j,131 GRAHAM INTERNATIONAL IV •1200 1:-::l M. AVENUE GRAHAM INTERNATIONAL, INC JOB PALOMAR AIRPORT RD ( AIR AD, A 900L I. TESTING ENGINEERS-SAN DIEGO CARLSBAD, CA .. . HE CONSULTING GROUP ATINN,JOHNSON & SPURRIER, - CITY OF CAOLSBAD BLDG 1NSP DEP ENGINEER: Roy E Moore, R C E / T H ChapMan, R C E / Stephen N Poole, R C E DtJN?KY CONSTRUCTION COMPANY TESTING ENGINEERS-OCEANSIDE REPORT O 8969 RE PORT OF MASONRY GROUT COMPRESSION TESTS - - DATE /11E3/8b SAMPLE AGE@ DItIENS HEIGHT AREA MAX LOAD TEST DESIGN MIX DESIGN NO / OR NO THIS NUMBER TEST (IN) (IN) S IN (LBS) PSI PSI DateMade PROPORTIONS SETIMARIL MADE BY SLUMP 2000 06/16186 650001 3/00 F MILLER 0 22219 7 3x3 6 9 20U00 ..2220 LOCATION: LOW WALL , -- 22220 28 30 6 9 24000 2670 COMPLIANCE: COMPLIES WITH 28 DAY SPECIFICATIONS, 22221 60 30 6 9 - 00 -- -- - ,-,.. AIMfl Testing Engineers—San Diego 3467 Kurtz Street, P.O. Box 80985, San Diego CA 92138 (619) 225-9641 2948 Industry St., Unit B, Oceanside, CA 92054 (619) 758-3730 JOB NO: 5061 CITY 0F CARLSBAIYBLDC; INSP DEP DISTRIBUTED TO: JOBANE GRAHAM INTERNATIONAL IV -1200 ELW AVENUE GRAHAM INTERNATIONAL, INC JOBDR& 2131 PALOMARAIRPORT RD CARLSEAD, CA 92008 TESTING ENGINEERS-SAW DIEGO CARLSBAD, CA HOPE CONSULTING GROUP -- ATKINN,JOHNSON&SPURRIER, CIWOF CARLOAD BLDC INSP DEP ENGINEER: Roy E.-Moore, R,C;E, /T.H.Chapan, R.C.E. / Stephen M.Poóle,R,C.E. - DUNP}1Y CONSTRUCTION COMPANY - TESTING ENGINEERS-OCEANSIDE -- -- 1/2'! -MEDIUM-MAXIMUM ASPHALTIC -CONCRETE- REPORT NO 8821 DAILY RESULTS - IN PLACE DENSITY TESTS - DATE 07/10/86 - IN 'IN PLACE PERCENT DATE/ PLAtE OPTU 'DRY -NAX- D0YRB.-COMPPERCENT TEST LOCATION MOIST MOIST DENSITY DENSITY REQUIRED REL COMP - REMARKS METHOD 0 FOLLOWING TESTS DONE ON PARKING LOT, 0.0 0.0 0.0 00 0 0 0 0 AT NORTHEAST CORNER OF COMPLEX -06120 81' SOUTH; BY 10' WEST OF NORTHEAST CORNER OF LOT 0.0 0.0 145.5 1511 95 96 COMPLIES (Y 06/20 20' NORTH, BY 8' WEST OF SOUTHEAST CORNER OF LOT 0.0 0,O' 149.5 151.1 95 99 COMPLIES (*) 2 06/20 20' NORTH, BY 20'-EAST OF SOUTHWEST CORNER OF LOT 0.0 0.0 144;0151,1 95 95 COMPLIES (*) 3 - .-- -------- I6/20 18' SOUTH,-BY 301 EASTOF NORTHWEST CORNER OF LOT- 0.0 0,0 150.0 151 - - - - -, •_- -- - - - - - - - --• - • ---- --- - 1- 95 99 -COMPLIES - - C-------------- 06/20'60'NORTH, BY 30' WEST OF SOUTHEAST CORNEROF LOT 0.0 0.0 148.0 151.0 95 98 COMPLIES (*) - 06/20 90' NORTH, 8Y40' WEST OF SOUTHEAST CORNER OF LOT 0:0 0.0 147.0 - 151.0 - 95 97 COMPLIES -:: -- - 06/20 40'- EAST; BY 35' SOUTH OF NORTHWEST CORNER OF LOT 0.0 0;0 149.0 151.1 95 99 COMPLIES (*) -7 ------ -------- --- - ------- --•-.•--•- - - - 06/20 20' EAST, BY80' SOUTH OF NORTHWEST CORNER OF LOT 0.0 0.0 148.0 151:0 95 98 -COMPLIES (*) - 'B - - ----- - - - - - - -- - ---_- -- - •----------------------- ---------- -- - - 1-0- AEciEb - - -------:- ----- CITYOFCARLSBAD- - -- - - - --lufming Note: (*) Indicates Nuclear Method- Blank- indiates Sand Cone-.- PAGE -NO I Testing Engineers—San Diego 3467 Kurtz Street, P.O. Box 80985, San Diego CA 92138 (619) 225-9641 2948 Industry St., Unit B, Oceanside, CA 92054 (619) 758-3730 JOB NO 5061 i I Y (Jr COk 8B(I) B Di, INP D( DISTRIBUTED TO JOB NAME GRAHAM INTERNATIONAL P1 i 2u C) I M AVI 41JI GRAHAM INTERNATIONAL, INC JOB ADDRESS 2131 PALOMAR AIRPORT RD (AIRt A 9t) GU TESTING ENGINEERS-SAN DIEGO CARLSBAD, CA HOPE CONSULTING GROUP . ATK INSON, JOHNSON & SPURRIER, - CITY OF CARLSBAD BLDG INSP DEP ENGINEER: Roy E. Moore, R,C.E. /T.H,Chapan, R.C.E. /.Stephen N. Poole, R.C.E. DWPHY CONSTRUCTION COMPANY TESTING ENGINEERS-OCEANSIDE REPORT NO: 18053 0 - 1ATE: 07/18186 - - ASPHALT INSPECTION RE:PORr 0/86 (:;ci-er'a:I. contractor: DunphyConsi- ruc-tion, 1,3an D:Le3O, ca:i:i -N)r'I:La 'avincj con- tractor: S:i.M J. Harris - Co., San Dieçjo, C al. :i.fornia EquipMent at job: BI AUJ---KNOX P1'*-18011 paver, (1), H5fl 3••5 ton .f:-j.j r o:I. :Ler (1) HYSTER C.350 T471) br eakclown ro Her ( ) Vibra tory plate c:oMpactcr, (1). LI L)ase p t.ar?(i -wd COMpc - td ' t -'ri1 a n t a pp tied lack Coat applied at curbs, ribbon gutters, adjoining pavement and light standard. pectesta].s - - 1/2 11 MaxiMuM• MedluM Mix with AR-4000 oil. produced by South Coast Asphal -t pla(::ed As r'eceived mix temperatures 260 deçjr'ees farenhe:L -t -- 275 decjres fa r eh e:1. t Average :thickness 3,0 m ea s u r emen't s 3 1/4H ), 383 tons total of asphalt p:La::ed . - DAIk::b .•,,., Eip . ., INSPECTOR 'S NAME I ON Zef I iro 1 3K4t, ,, . -RT I--IRS TASI<41;, . ... OT HRS TASK4:,.,.. Di I- -IRS TEST:I:Nc E4GI(-4EER13----SAN DIECO 1 Testing Engineers—San Diego 3467 Kurtz Street, P.O. Box 80985, San Diego CA 92138 (619) 225-9641 2948 Industry St., Unit B, Oceanside, CA 92054 (619) 758-3730 JOB NO 5061 '. I I Y 01 C'iII S BD D U1, 1 N,13 P Di- I' JOB NAME: GRAHAM INTERNATIONAL Iv 12 U U I 'i A v E., iJtil JOB ADDRESS: 2131 PALONAR AIRPORT RD CA 92008 —: CARLSBAD CA ENGINEER: Roy E, Moore, R.C.E. / T.H,Chaptan, R.C,E / Stephen M. Poole, R,C.E. REPORT NO: 18192 DISTRIBUTED TO: - - GRAHAM INTERNATIONAL, INC TESTING ENGINEER S-SAN DIEGO HOPE CONSULTING GROUP ATKINSON,JOHNSON & SPURRIER, CITY OF CARLSBAD BLDG ItISP DEP DUNPRY COOSTRUCTI ON COMP ANY TESTING ENGINEERS-OCEANSIDE BATE: 07/25/86 STRUCTUFAL STEEL F:JElI) L1E1..D INSPECT ION RE:PORT - - LJL i'i- UN J I iN PL( 1 iO PEP 0-R-1 'Y/23/E36 V:i.sia]. :i.fli;t3eCt:L On WS pr'forMc:I of jo:Lnt preparation dud w e Id Lflcj b ( PT I.] I IPC1 opera ore. I ng nUJ5 ?:i.dc troc:I(?s E7018 & E70T Weld er s an-d. ccr I + lCd (c-a luMI)-r I Idwki.n, ( Jhh i M. I (d I flS[tC Id fuii pc-ric r u I ion MOMer,t 1rMc c-I uanj C Oiii Ic ed Ilnc cJy i- grickii 1 , A a nd 1) , 2n d 1 1 o o n u' U r 0 C) I c P 1 1 on Mcta:L :Ic:i< :I.aout 2nd floor vhru roof j:rt.i.a:i.Iy coMpieteci. Wc.:.?:I.dincj c:oMI:)J.teC:I TO rPi.oc:ate i:is1oc::atcd b.:•M sric:r clips at roof ele?vat:Lon south side orii.y of cj:LrdE?r EG4 at c.2 to C.3. T I-i e WO r, k i n s IPr te -d c oMlii IP s wi h ftp a p p r 0Vc'CI p Ldfl / Excep -tions, Per, cii ',c u1 on w In sTruc Tural ecj IIeeT c.no N liotiiuiq I I C'MS M y be c I iri lfld tCCI Rci r PflC de -ta:L *i. ang ,l e Uj))OT I dIIdJ Ic i I c ol urir I dc 1< hs suI fuc n1 - uppo1 I I,T Ot durc, u ,cd to u I dc k unj I ul I pt-nc Ir lIon welding 01 (I oriy per c:ita:i.:i 8/S7 1 I (II' II I N1'r1 I 0 iR I IS Nrivul I ',' >/8 I s (poe t z ki lIRS TI5K II (H IIR'3 I AK II '"R EC El V ED 7/24/86 - 51986 :in:oi-ctc:i 1STM A325 h:L:jh s trenth I?oit:i.ncj_ iI)c:Iud:Lnc iio:L -t o)ç' i n d fay:inq tirfiiics for 3/4fl bolts, -OF VIMSBAD Building Department 1:10:1.1 tens:i.on ver:i.fiec:I j:), Nirn of -t h. nut t'iethod , Inspected vi I I y -tur n of" The 001 procedure, wh tc I, was p erformed 10 d( COT ddn( C' WI ft fl H,( 1 odc of 2nd -F loor and 3 r ci fl tfl Ir1on it c'xar'Hd1jc,n Qi r'tc icIl hy A IT 11 if 1€ ct. c)pc?ratc)rs w made for internal d:i.scontinuit:i.es (:I.aMinat:ion c::hec::k:inj) as shown or a tc:hed s e t, - ii I (I dOfl ic C.<dMiui.o con b A )Nt q al LI I c'cI o p-er d br w s M iiii dc' on it'll dlidl/Oi Pd( I I I pnnc'ti lion weicl how,, oi it achec:I Ii MI4 Ie.i'Pr(",'T'O IR 'S uc rrI::r'11 Testing Engineers—San Diego * 3467 Kurtz Street, P.O. Box 80985, San Diego CA 92138 (619) 225-9641 2948 Industry St., Unit B, Oceanside, CA 92054 (619) 758-3730 7/24/E.6 Robr t iR-:Ldr :Lc:h 1R d- t i-IRs 1("31< II 01' IIW) 1(i)K 1 01 III') 3230 ' 0 4120 0 I ARC)PATOPV NONDESTRUCTIVE TEST REPORT DATE FILE: JOB: l(Y) aTE, A_\ C) PL. ADDRESS: ç\ -- TYPE OF TESTING: V tR AE, OA.) I C FABRICATOR OR ERECTOR:tPL 6Th.6L CONTRACTOR: Du/'JPH-Y oDTetk SHOP FIELD of MATERIAL: MATERIAL: METHOD: ___________________ TRANSDUCERS: .2.2c mi -z CALIBRATION: DSJ SHEAR WAVE-ANGLE: 70 ___________________________________ INSTRUMENT: U\1 -Ce INSPECTION STANDARD: ALkY bL I RATE OF INSPECTION: I OO'b DESCRIPTION OF TESTING/ITEM(S) E1 E..0 FULL PTUT I oiJ JLLS AT k)XX&O1J O&J POOP LE-L. 12TTL Z, FL'P (SPmE. LocflO o 3g(F') DATE HOURS TECHNICIAN 7J1 PART NO. / LOCATION NO. I TYPE WELDS TESTED ACC. REJ. REMARKS aLf_ AjELb _E1E ci LA ) 2 2. D2. ) D3 cc REJECTION RATE 0 RETESTS OF REPAIRED WELDS C) HOURS - REPORTED TO: Testing Engineers—San Diego Reviewed by Testing Engineers San Diego for A Division of United States Testing Company, Inc. 3467 Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (619) 225-9641 i 2948 Industry Street, Suite B, Oceanside, Ca. 92054 (619) 757-0248 V July 16, 1986 DUNPHY CONSTRUCTION P.O. Box 84359 San Diego, California 92138-4359 Attention: Jon Tibbitts Subject: Mix Design Review Project: Graham IV Gentlemen: We have reviewed concrete Mix Design No. LP-701 submitted by Cal Mat for use at the referenced project. This mix design meet requirements of Sec- tion 03300 of the project specifications. We recommend its approval for use as designated. Very truly yours, TESTING ENERS-ftDIEG0 Tho,a's"H'. Cl14n, R.C.E. Vice Presideu'I THC : at Enclosure cc: Graham International, Inc. Hope Consulting Group Atkinson, Johnson, Spurner City of Carlsbad Building Insp. Dept. Cal Mat RECEIVED J11L221986 CITY OF CARLSBAD Building Department 05/30/36 18:13 Imait cc) AVa 3200 SAN FERNANDO ROAD/P.O. BOX 2950 LOS ANGELES, CALIFORNIA 90051 /(213) 2582777 Calmat CONCRETE DATA SHEET CONTRACTOR: DUNPHY CONSTRUCTION CO. 4625 BRINELL STREET P.O. BOX 84359 SAN DIEGO CA 92138 JOB ADDRESS: YARROW & PALOMAR AIRPORT RD.., CARLSBAD SHIPPING LOCATION: OCEANSIDE AGGREGATE SOURCE: CUST# 28348 COP# 31551 WCS PALA HYDROLITE QUANTITIES FOR 1 CUBIC YARD ARE BASED ON SATURATED, SURFACE DRY AGGREGATE.. MIX NUMBER . . . LP-701 BILLING COMM CODE 874 DESIGN DATE I BY 05130186 LP DATE ENTERED . . 05/30/86 REQUIRED STRENGTH 3000 PSI @28 SLUMP . . - . . 3 INCHES PUMP POUR? . . . YES. CEMENT: PORTLAND AGGREGATE: WCS HYDROLITE HYDR CLITE TOTAL: ADMIXTURES: URDA 79 DARAVAIR ABSORBED WATER WATER: DESIGN . . 550 LBS 1710 LBS 822 LBS 15.8 CF 2532 LBS 27.50 OZ 2.75 OZS 3.00 GAL 37.0 GAL 309.0 LBS Thomas H. Chapiui'an, R.C.E. MAXIMUM - - - 39.0 GAL 325.0 LBS FOR SLAB ON METAL DECK. Approed ff . ApprQv t: LI Not pjçv TESTINC N DI GO READY MIXED CONCRETE • ROCK AND SAND • CEMENT • LIGHT WEIGHT CONCRETE P. -- Testing Engineers—San Diego 3467 Kurtz Street, P.9. Box 80985, San Diego CA 92138 (619) 225-9641 2948 Industry ut., Uñt B, Oceanside, CA 92054 (619) 758-3730 I. 6 0.6 JB NO: 5061 ('ITY OF CARLSBAD BLDG INSP DEP DISTRIBUTED TO: JOB NAME ' 1200 ELM AVENUE tGRAHAM INTERNATIONAL, INC JOB ADDO SS: 2131' PALOMAR AIRPORT RD CARLSE4AD ) CA 92008 JESTING ENGI'NERSSAN DIEGO HHOPE CONSULTING GROUP-- - ATKINSON,JOHNSON & SPURRIER, CITY OF CARLSBAD BLDG INSP DEP - ENGINEER Roy 'E. Moore, R C E / T H Chapsan; R.C.E. /'Stephen- N Poole, R C E 4. DUMPHY CONSTRUCTION COMPANY ... TESTING ENGINEERS-OCEANSIDE : CONROCK REPORT NO 8798 CONCRETE COMPRESSION TEST DATE.-'07/00/86 CYL UN WI AGE@ STRENGTH PSI DATE OF NIX DESIGN SLUMP MADE TIME IN TINE OF CYL THIS TEMP LOAD PLANT DIAM NMBR ' PCF TEST' TEST DESIGN POUR DESIGNATION INCH BY MIXER DAY SET/RK •F NNBR COlE INCH ----------------------- --- 3000 616/86 C517CW03-771 --8875 --------i 6 22126 - 7 2830 . LOCATION IN TRUCTURE: FOOTINGS & GRADE BEAM .. . 22127. ' 28 3470 ' COMPLIANCE NPLIES WITH 28 DAY SPECIFICATIONS,_ 22128 60. 0... COMPLIANCE: 22133 60 0 - COMPLIANCE: . .. 3000 09/8 C517CW037771 3 8875 1 00 4/00 0 16 13 6 22191 ' 7 2830 OCATION STRUCTURE: FOOTINGS AND GRADE BEAMS . 22192 28 4140... . COMPLIANCE COMPLIES WITH 28 DAY SPECIFICATIONS. 22193 60 0 . . CUMPLI1C 22194 60 0 . COPIPLI .. . - . ' . . ... 3,000 06 6 C5 CW03-SD 3 8875 - 9 00 4/00 0 4 7 13 6 22196 - 7 ' 2120 - CATION..IN:ST CIURE: FOOTINGS AND GRADE RAMS 22197 28 4250 OtIPLIANCE: CON LIES WITH 28 DAY SPECIFICATIONS.. . .. - 22198 60 ' U . . COMPLIANCE: . . 22199 60.. .0 ..00MPLIAPjCE:... . .... . .. . .. .. - -- - ..-. .. .....T ...:.;i . -RECEIVED I. ............. ULi141986 = - liT CITY OF CARLSBAD . =.. . .: ... ..... Building- Department .. PAGE NO: 4 San Diego rJ Testing Engineers - A Division of United States Testing Company, Inc. 3467 Kurtz St., P.O. Box 80985, San Diego, 'Ca. 92138 (619) 225-9641 2948 Industry Street, Suite B, Oceanside, Ca. 92054 (619) 757-0248 June 23, 1986 Job No. 5061 DUNPHY CONSTRUCTION COMPANY P.O. Box 84359 San Diego, CA 92138-4359 RECEIVED Subject: Mix Design Review ' JUN 26 1986 Project: Graham IV CITY OF CARLSBAD /1 BWIdjg Department Gentlemen: We have reviewed concrete Mix Design No. 50-0014 submitted by Pre-Mixed Concrete Company for use at the referenced project. This mix design meets requirements of Section 03300 of the project specifications for cast-in- place concrete. We recommend its approval for use as designated. Very truly yours, 7 /1 TESTING ENGINEERS7SAN DIEGO / Tho,mas H.Chapman, R.C.E. Vice President Enclosures THC:at cc:. Graham International, Inc. Hope Consulting Group ''• 0 Atkinson,'.Johnson &:Spurrier Pre-Mixed Concrete Company ... 4 Attention: Jon Tibbitts PRE-MIXED CONCRETE COMPANY P 0. liOx I. • Uo2 W E ST w*SI.,NC.iON SI 14CC)) SN DIEGO. CALIFORNIA 92312. 1(LEPOVdL 1,v b.874 I ;uBJEcT: MIX DESIGN 0 DAlE: JUNE 17, 1986 LAB REFERENCE UUMBER:_0 _••__ MIX DES)GW NUMBER: 500014 CONTRACTOR: DUNPHY CONSTRUCTION JOB NAME: GRAHAM 4 OFFICE ______________ JOB LOCATION: PALOMAR AIRPORT RD PLANT: CARLS/ESC/CC CEMENT TYPE: II DESIGN STRENGTH:_ 3000 PUMP ..........,_1N_28........_._J1AX. StUMP:_*k._ CEMENT C0141 ENT: 5.7 _SI WATER/SK CEMENT .60 LB/LB ADMIXTURE: 1. POZZ 322 _3 OZ/100 %IT.CEMG -.--.-.-.-..-----.--..--.....-..----- AGGREGA1E ANALYSIS - % PASSING AGGREGATE 211 ]½" j 3L 1/2" 3/8" LL. "B flL 10... JP. 1P.cJ _100.98 -- 99 62 _29J9_2_ 62 31 39 20 19 10 7 4 3/8X#. WJC/S __ coMBIjp_ . 100 65 98 80 40 __ 1 0 ... 8469 51 1SPECIF]C - 2.62 2.61 2.63 MIX PROPORUOUS MATER: AL .. —.AGGR-EGAIE SIZE WEIGHT ABSOLUTE VOLUME COARSE ALGATE._..._...J!!.___ COAR ATE _.....:...J%.. FINE AGGREGATE . - ... .3/8. .. . 0% -' 38.9 GAL. ... . _.218......1.3k .__.1 4.6....._ 324 - 519 2.73 . WATER ___ CEMENT "'-r------------------------- AIR Apprve& 'E AD1r ved excep as noted .itii Iui•°° :1 iiii . WEIGHT PER CUBIC FOOT: 11+7.6 Thomas H. Chainan, R.C.E. EST. AIR DRY WEIGHT:_____________ THIS CONCRETE IF PLACED WITH A CONSISIANCY IN EXCESS OF THE MAXIM U M S L U M P I N D I C A T E D . WILL NOT PERFORM AS ANT]CIPA1ED DUE 10 THE INCREASED WATER/SACK OF C E M E N T R A T I O . *3" SLUMP AT END oFHOSE. - Slab on grade and. roof slab (mechanical area) BAPPROit BILLIG _CO;1PU1OR JOB FILE rnardWoodruff, P.E. .._JIIX DESIGN FILE __LAB COPY COMP STRENGTH C'rL NUMBER 7 DAY 28 DAY SLUMP 1 12453 -------------------------------- 2073 3905 4.5 2 12534 1853 3608 5 3 12579 2158 3824 4.5 4 12663 2200 4011 4 5 12668 1952 3566 4 6 12721 4170 3870 4 7 6371 2950 4230 4.5 8 6386 2940 4280 4 9 550.8 2330 3910 4.5 18 6332 2880 3360 3.75 11 6329 1910 3200 4.25 12 6626 1790 3730 4.25 13 13086 2664 4808 4.5 14 13042 2186 3919 4:5 15 6913 2448 4160 4.25 16 7882 2230 3800 5 17 6910 2330 3980 4 18 7106 2850 4238 4.5 19 7109 2440 4050 5 20 7558 2320 3278 3.5 21 7463 2530 3730 4.5 22 7652 260 3590 5 23 5127 2940 3960 4.5 24 12157 1758 3541 5. 25 12210 1836 3919 26 5202 2830 3610 4.25 27 5389 2210 3800 4.5 28 5392 2488 4010 4 29 5395 2560 4170 4 30 5143 1950 3018 ti 31 5146 2870 3250 0 32 5337 1950 3750 5 33 5340 2650 3960 4 34 5273 2560 2970 0 35 5418 2830 4260 5 36 5421 3540 4210 0 37 12306. 2069 4192 4.5 38 12303 2518 3856 0 39 12309 3078 4418 5 40 12375 2716 3109 4.5 41 5457 2160 3590 3 42 5638 3278 3980 4 43 5676 2120 3940 3.5 44 5897 1890 3430 6.5 45 5866 3060 4620 3.5 46 5869 2970 4370 4 47 5872 2050 3570 4.5 48 6088 2070 3840 3 49 6091 2050 3680 3.5 50 6132 2970 3800 4 STATISTICAL ANALYSIS 7OAY 28 DAY AVERAGE STRENGTH 2441 ------------- 3823 STAND DEVIATION 499.3 365.2 COEF OF VARIATION 20.5 9.6 WITHIN TEST STAND 0EV 0 WITHIN TEST CUEF OF VAR 0 NO. OF 7 DAY BREAKS = 50 NO. OF 28 DAY BREAKS= 50 4 S SOUTHERN CALIPOm4 - Concrete Mix Design Analysis Doll & TCY193 J I0. civ: L.P% : 1DATr: 8-285 Joci 8212454 G Mix Design 4'500014 _,A Of S-6Lj gz1n Awl CaLfouua Ø, 3:10 AI,pt w. / M$IIInQ Add.,s P.O. Box 47 / Long Bsmch, CA 9040* / (213) 4263355 / (213) 434.2346 / (7*4) $244431 TESTING BRANCH OFFICE: 1514.0 NotIt S.,an Street/ Sant, Ana, CA $2703 / (714) 354.2645 March 24, 1986 CH86-250 Pacific Coast Cement Corporation 1800 Century Park East Los Angeles, CA 90067 Attention: Mr. C. Taylor Test Subject: One sample n.f cement submitted ors }Iarci. 13, 1986. Identification: Shipment !'Pepe Le MoKo" Korea Resu1t: A. Comprensivn Srrr'iip,th SarnpiP Rcr1I,Ir4mPntR 3880 1500 7 days (psi) 5350 2500 28 days (psi) 400'0 B. Fineness, Blame (cm 2/gm) 3810 2800 C.. Setting Time, Vicat . Initial Set (hrs:min) 4:30 0:45 Final Set (hrs:min) 6;00 6:15 False Set, paste method (%) 70 50 Air Content of Mortar (%) 9.7 12 ] T IN I NG LABORATORIES OF SolIrIIERN CALl FORN IA, INC. .R.IfMdw4eXt Chief Chemist IIRL/wd ALL REPORTS AR( SUBMITTED AS THE CONFIOENT,&L PROPERTY OF CLIENTS AUTHORIZATION FOR PUBLICATION OF OUR REPORTS. CONCLUSIONS. OR IMPACTS FROM REGARDING TsM IS RESERVED PENDING OUR WRITTEN APPROVAL AS A MUTUAL PROTECTION TO CLIENTS THE PUBLIC AND OURSELVES k. Twninq aborori o(5oun Ca4Ioni a 3310 Ai,*ovt WSy / ItIn P.O. lo. 47 / Lone Osach, CA 90801 / (1131 4$335$ / 1113) S3.13M / (714) 124433 - TESTING $RANCs OFFICIEi 1114-0 NOrth Susan S*is.t/ Santa Aria, CA 12703 1(714) 554-2145 March 24, 1986 Exam No. C1186-213 Pacific Coast Cement Corporation 1800 Century Park East Los Angeles, Ca. 90067 Attention: Mr. C. Taylor Test Subject: One sample of cement sumbitted on February 24, 1986. Identification: Preshiprnent "Pepe Le Moko" Korea Specifications: ASPI C150, •Type II, Low Alkalies. Results: A. Chemical Analysis Samples Requirements Silicon Dioxide (SiO2) 21.63 20.0 % mm. Aluminum Oxide * (A1203) - 4.43 6.0 Z max. Iron Oxide (Fe203) 3.14 6.0 % max. Calcium Oxide (CaO) 63.57 Mngnesium Oxide (Mg0) 3.3 6.0 X max. Sulfur Trioxide (S03) 2.04. 3.0 Z max. Loss on Ignition 0.67 3.0 % max. Total ALkalies (as Na20) 0.48 0.60 % max. Insoluble Residue 0.22 0.75 % max. Calculated Values C3S 55 C2S 20 C3A . .8 Zrnax. C4AF . 9 * includes Ti + P20 B. Physical Tests Air content of Mortar (%) . 9.3 12 max. Fineness, Blame (cni2/gm) 3980 2800 mm. Autoclave expansion 0.03 0.80 max. Compressive Strength 3 days (psi) 4040 . 1500 mm. 7 days (psi) 5310 . 2500 mm. 28 days (psi) 6470 4000 mm. Setting Time, Vicat Initial Time (hrs:inin) 3:40 0:45 mm. Final Time (hrs:rnln) 5:10 6:15 max. TWINING LABORATORIES OF SOUTHERN CALIFORNIA, INC. H.R. Landwehr Chief Chemist NRL/cm AU. REPORTS ARE SURMITYFO AS THE CONIDtWtI&t PROPtRTY OF CLISNYS autp.onZAT,ON FOR PUUuCAflOW Of OUR REPORTS CO.ICLUSiON1. OR IURAC'$ pROd OR REGARDING Tutu is RISIRVID PINOING OUR WAiTItH APPROVAL AS a uuru*i. P*OTIC1,O. TO ci ,tuos YMI PueLuc AND OURSFLVVS SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 6200 RIVEROALE ST. SAN DIEGO. CALIF. 92120 • TELE 2004321 • P.O. BOX 20627 SAN DICQO, CALIF. 92130 74031 VELIE WAY PALM DESERT, CALIF. 92260 TELE 3461010 670 ENTERPRISE ST. E000NDIDO, CALIF. 92023 TCLC 746-4344 January 24, 1986 H.G. Fenton SCS&T 8412715 Post Office Box 64 Report No. 11 San Diego, California 92112 Attention: Mr. Leonard Woodruff SUBJECT: Suitability Testing of Concrete Aggregate Gentlemen: In accordance with your request, the subject testing has been performed on Carroll Canyon coarse aggregate sampled by your representative from your Carroll Canyon Plant. The .test results. for the 1X #4 & 3/8Il are attached. We appreciate the opportunity to provide our services in this matter. Respectfully submitted, . SOUTHERN CALIFORNIA SOIL AND TESTING, INC. David J. Akers, R.C.E. #26815 DJA:wjd cc: (4) Submitted SOUTHERN CALIFORNIA SOI.L AND TESTING. INC. (-. SCs&T 8412715 January 24, 1986 Page Two Table A CARROLL CANYON PRODUCTION MATERIAL SIEVE ANALYSIS (Percent Passing) Sieve Size 1° X #4 1 1/2" 100.0 1" 893 3/4" 472 1/2" 16.9 3/8" 4.9 #4 0.8 #8 #16 FM 7.47 SPECIFIC GRAVITY 2.62 ABSORPTION; % 1.0 CLEANNESS VALUE 86 3/8" 100.0 94.1 6.5 1.1 0.8 5.97 2.60 2.0 40 J SOUTHERN CALIFORNIA SOIL AND TESTING. INC. MASTER BUILDERS IMPROVING CONCRETE WORLDWIDE CLEVELAND, OHIO 44122 POZZOLITH 322-N is a ready-to-use, liquid admixture for making more uniform and predict. able quality concrete with normal setting charac- teristics. It exceeds ASTM C494 requirements, specifically: INCREASED STRENGTH - compressive and flexural RELATIVE DURABILITY TO DAMAGE FROM FREEZING AND THAWING - well above industry standards REDUCED WATER CONTENT REQUIRED FOR A GIVEN WORKABILITY NORMAL SETTING CHARACTERISTICS ADVANTAGES: Concrete with POZZOLITH 322-N admixture sets at a rate comparable to plain concrete while providing the following special qualities: IMPROVED WORKABILITY REDUCED SEGREGATION SUPERIOR FINISHING CHARACTERISTICS for flatwork and cast surfaces EFFECTIVE AS A SINGULAR ADMIXTURE OR AS A COMPONENT IN A POZZOLITH ADMIX- TURE SYSTEM WHERE TO USE: POZZOLITH 322-N admixture is recommended for use in concrete where improved normal setting characteristics are desired. As a result of the above advantages, this admix- ture improves pumped concrete, shotcrete (wet mix), and conventionally placed concretes. It improves plain, reinforced, precast, prestressed, lightweight or standard weight concrete. POZZOLITH 322-N admixture can be used with air-entraining cements and with air-entraining admixtures approved under AASHTO, ASTM and CRD specifications when air-entrained concrete is desired. When used in conjunction with another admix- ture, each admixture must be dispensed sepa- rately into the mix. Master Builders air-entraining admixtures are recommended for use with POZZOLITH .322-N admixture when air-entrained concrete is desired. QUANTITY TO USE: POZZOLITH 322-N admix- ture is recommended for use at a rate of 5±2 fl oz per 100 lb (325 .t 130 ml per 100 kg) of cement for most concrete mixes using average concrete ingredients. However, it is appreciated that varia- tions in job conditions and concrete materials employed may make usage rates outside the recommended dosage range desirable. Master Builders does not advise employing usage rates outside the recommended dosage 'range without consulting your local Master Builders representative who can assist you in determining the rate for best performance in your work. PACKAGING: POZZOLITH 322-N admixture is supplied in 55 U.S. gallon (208 litre) drums and bulk delivery. CAUTION: If POZZOLITH322-N admixture has frozen, thaw at 35°F (2°C) or above and com- pletely reconstitute by mild mechanical agita- tion. Do not use pressurized air for agitation. For additional information on POZZOLITH 322-N admixture or on its use in developing a concrete mix with special performance characteristics, contact your local Master Builders representative. Form P.150c © 1983. Master Builders. Reg. U.S. Pat. & Tm. Off. Printed in U.S.A. 12113 Division of Martin Marietta Corporation I ] Dunphy Constructjon Company 4625 Brinell Street Post Office Box 84359 LI C San Diego, California 92138-4359 (619) 565-7272 License Number 194990 TO Project No: 1:3 WE ARE SENDING YOU 'Attached 0 Under separate cover via Shop Drawings 0 Prints Copy of Letter 0 Change Order J]I IrI O Plans 0_ -the following items: 0 Samples 0 Specifications THESE ARE l4orAppraval 0 F rOi(fIES THAT THIS SUOMTnf 'EMS TO TRANSMITFED For Your Use 0 F )rtiliEVF!CAION SECT3.31 . .e..krn(P! P CQp1es.fj As Requested 0 1 pproveEqW1WtQIT SUBMITTED CAM BE i NSTJp Qr0 o For Review and Comment 0 ApproMa6lQPATED SPACE 0 Return 1 Corrected Pr For Bids Due CONTRACT1 4P_7/7 ________ BY 0 ____ REMARKS COPY TO iJ SIGNED If enclosures are not as noted, kindly notify us at once. Revised 2186 Testing Engineers—San Diego r. 0 3467 Kurtz Street, P.Q. Box 80985, San Diego CA 92138 (619) 225-9641 2948 Industry St., Urit B, Oceanside, CA 92054 (619) 758.3730 JOB NO 5061 CITY OF CARLSBAb BLD(, [NP DEP DISTRIBUTED TO JOB NAME: GRAHAM INTERNATIONAL IV 1200 ELM AVENUE GRAHAM INTERNATIONAL, INC JOB ADDRESS 2131 PALOMAR AIRPORT RD CARLSBAD, CA 92000 TESTING ENGINEERS-SAN DIEGO CARLSBAD) CA HE CONSULTING GROUP ATKINSON, JOHNSON & SPURRIER) CITY OF CARLSBAD BLDG ias DEP ENGINEER Roy E jioore, R.C.E. T H Chapan, R C E / Stephen N Pooie, R.C.E. DU?HY cONSTRUCTIoN cU1PANY - TESTING ENGINEERS-OCEANSIDE REPORT NO: 17842 - DATE: 06/13/86 CO NCRET E IN)pi:c1iLiN in POR r 6/3/86 in pec Ld Wein folhement for p lacem en tapo ,gradeO o f steel at c;r--i or line I, from line A+26' -t -o :ii.n€ C+4'. I XC C t t o;is Fao p (e and anchor b o lts at C C) I UMfl B-1 to be icIdeti Ver tica l dowels per Fj/'24 to be added. Additiona l steel v1_ at columns per 11/6-4 to be added . - I nspec ted rein f or ciment for Wcement and grade of hee l at GB-1 an l ine ft OM :line A+26 ' Q line C+4 ' Exceptions: - Vertical dowels per 8/6-4 to be cided, Additional. st eel at coluMns per 11/6-4 to be added , - Ci inspec ted re i rif or c PMOfl t POr p1 dO CMO-fl L An d cj iaclo of stef a ,i < GB -2 on l ine 1)) from Q' I I (- 1+26' to line 4 +4'-. • = S''1 Except i. ons.: Ver t ica l dowels. per 8/04 to be added , DATES...... EMP:H;,, :l:NSPEcToR.' S NAME: L CD 6/3/86 Tom Zeffiro - U 0 - W I TASK ,,... RT --IRS TASK:II: , , . , , 01 HRS TA6K;I .....D1 I--iR-3 ) 0 0 • i3 - - - 6/086 Iwo Inspec t ed rei n forcerient i-'or p:La(:eMent and grade of s to-:-?e.I. and placing of concrete at foot ing on line D, from 1100 O to l ine , t tiC I U iV0 o f C C) 1 umn f oo ling I. l)/ , + C) C) C ng (10 1 i 1)0' 'I c' bptwc.ri llfl0-'S dnci I), gracIc bat Git A UI, i trw 5, fr OM C OIUMfl B 15 to C olUMu t/'i, fOCI (lnoj 00 l ink ..', bctwn 1160"A A and B, too I ut v' 01 c ol umn f ooting A/ , I ooliticj on line A, Ii OM 1 I ne 44i' t o line 5. Inspected-0ein fohement f or plac ement dod gi ddiP of s teel at- eevat or p:i.t a -r grid's 2 and 2, 3/C ancIC5 per detail 6/S--"4 MIX No L81/CWO' 71 pI d One set -of .-four t est speciriens mile . - - Inspected r em I orc-oMen C + or Il I eMo-nt dt)d g ado--' of st eel at I oo -t mci on I irie I), 1 roi 1 toe 4 to I iie 4o , g idC' hc'dM GB -2 on J LOP D, from OM co jumqyj,to col umn D/4, foot 1003 on j i nR D, - W oo line 1 t o i i tic-i 7, LflC .L uct ye o I co I u1in f oo ling D/1 ; 1 00 1 t fl oj On LLr)e 1, between lines C and D grade beaM GB--I on Line I, from column ft/I 10 CO lUMns 1/1, footing Oh III 1 OA i, between n lines A and B, inc-I iV(- it c olumn POC) I. Ltldj d I. oi/l , ioo LI ntj on hoc--' A, ho' Lwo-''ti TESTING ENGINEERS-SAN DIEGO 1 j Testing Engineers—San Diego 3467 Kurtz Street, P.Q. Box 80985, San Diego CA 92138 (619) 225-9641 2948 Industry St.,Unit B, Oceanside, CA 92054 (619) 758-3730 S lines I and 2; grade beam GB-2 on line A, from column A/2 to column A/4; footing on i:i.ne A, between lines 4 and 4+9' ; column fo ot ings B/2 , C/? , B43 , C/3, B/4 and C/4 The work, inspected coMp:i.ies with the approved plans and the Uni+'arm Building Code, DATES •..,.. EMP . . Ii'46P ECTOR 'S NAME 6/6/86 Top Zeff:iro TASK:li ..... R1' HRS TASK*,,,:, OT HRS 'i'ASI(i .....DT HRS 3230 4.() 6/9/86 Inspected the plac ing of concrete at holing on line 0, column D/ to line 4+I0.3'; footing on :Lirie A, colui'in A/4 to line 4+9.0'; slab on c3radc at elevaT o, pit,bp1ween lines (' and C,112 and ColuMn 4•)otinscj5 B12 ,1/3, B/4 , C/2 , q/3 apd 0.14; grade beam on :L:i.no A, between c olumns A/2 and A/4 grade beaM on line 0, between columns 0/2 and 0/4; grade beam on line I, between columns B/I and C/I; footings on line A, column A/I to A/2; footing line i:ine D, column 0/I and 0/2; footing line I, c.o:I.uMn L/'.i. and D/i ; footing on li n e 1, c o 1 u M ii . A / 1 a n d B / I 175 ,0 Cub:i.c yards of Mi x No. C3I7CW03 7I placec - Two, sets of four test specimens Mad. The work inspected c: oMpliés Wi. th the approved plans and the Uniform Building Code. DATES ......EMP:ll: . . INSPECTOR'S NAME 6/9 /86 - Tom Zeff:iro - - TASKi: . . , , RT HRS TAS)<*........UT HRS TASI(* .......T HR S 3230 810 TESTING ENGINEERS--SAN DIEGO 2 - Testing Engineers—San Diego * A Division of United States Testing Company, Inc. . . 3467 Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (619) 225-9641 I J 2956 Industry Street, Oceanside, Ca/ifornia92054 (619) 757-0248 November 7, 1986 Graham International Inc. 2141 Palomar Airport Rd., Suite 300 Carlsbad, CA 92008 .Project: Graham IV Subject: Roofing Inspection Services Gentleman: At the request of the superintendant, on the above mentioned project, inspection of the ro6fing installation was performed' on 9/4786. This inspection was performed after approximately 80% of the work had been completed. Inspection dates shown below list observations noted as the work progressed from this point. 9/4/86 On arrival at the site it was noted that finshing ply felts had been applied working from the north parapet wall to within 15 feet of the south perimeter. The roofing crew was installing ply felts to the south section of the roof. Prepartons to install pitch pans at.penetrations was also underway. At this ,point it was suggested to the foreman of the crew that requirements to obtain the specified 4 roofing "GUARANTEE" from the roof-ing materials manufacturer may not have been met. We informed the project superintendent that Manville, the manufacturer, .of the materials on this project, requires lead flashingat the drains, soldered joints-in the fabrication of pitch W CO pans and a review of the roof deck prior to installation. >'RrJ cu A representative of Manville was consulted on this matter (Dave ONE ccDL Bentley) who indicated that a guarentee would be provided if the CI) Q reported corrections were made to installed roofing. 915/86 ca Crew Size: 1 foreman, 4 roofing mechanics & 1 kettle tender Weather: Foggy & cool a.m.; sunny & clear p.m. C..) Material: As specified Equipment: 1 Asphalt tanker, 1 highboy, 1 mop & bucket, 1 felt machine and 1 gravel spreader Observed: Counter flashing and base flashing were completed on all parapets. Flashings were done according to manufacturers specifica- tions. All areas receiving hot asphalt were cleared of light moisture Page 2 by propane torch. Roof vents were applies according to manufacturers specifications. Asphalt and gravel were applied according to manufacturers specifica- tions. All areas covered except area 2C-4C thru 2B-4B. (Pre grid coordinates) Pitch pans to be soldiered and primed at a later date for application in area 2C-4C thru 2B-4B. Inspected by Rick Munoz 9/30/86 Crew Size: 1 foreman, 2 roofing mechanics Weather: Clear & cool Materials-:- As specified Observed: Following priming of horizontal flanges, crew sed all pitch pans in a layer of plastic cement. Stripping flets were installed around each pan. Lead was cut for drains, and placed in plastic cement. Once stripping felts had been installed over the drains clampling rings were fastened down. 10/01/ 86 Crew Size: 1 foreman, 2 roofing mechanics Weather: Sunny & warm Materials: Gravel, Type III Asphalt Observed: Crew started hoisting gravel to roof top. Placed remaining drain rings. Asphalt supply pipe started leaking on walls of building. Superintendant advised' that. the walls should be cleaned and covered. Started gravel surface application to middle section of roof and around perimeter. Completed rocking in middle of roof. As of 10/01/86 the roofing installation was substantially completed. We will perform a final inspection of the roof on completion of other trades work adjacent to the roof surface. Thank you for the opportunity to provide this inspection. If you have any questions or require further information please contact our office. Very truly yours, TESTING ENGINEERS- DIEGO Roof ing/Waterproofing Consultant CL: sg cc: Hope Consulting Group Atkinson,Spurrier City of Carlsbad Building InspnDeptmet - Dunphy Construction Co. A Division of United States Testing Company, Inc. I 3467 Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (619) 225-9641 IJ Testing Engineers—San Diego 2956 Industry Street, Oceanside, California 92054 (619) 757-24R FILE No. 5061 SUMMARY OF COMPRESSION TEST RESULTS PAGE One Insulated ConcreteS 1F1E0 140 Joe: Graham International IV MATERIAL 28-DAY STR.: Psi ADDR: 2131-Palomar Airport Road PROPOTIONS/MIX No.: Car1sbad', CA - TYPE: CEMENT:__________________ SPEC. SLUMP: ______ IN. y 1986 . ADMIXTURE: ' AGO. SIZE: IN. STORED & CURED. NOT TESTED ULTIMATE COMPRESSIVE, STRENGTH. PSI DATE - OTHER LAB. NO DATE CAST LOCATION IN STRUCTURE SLUMP 7-DAY 28-DAY TEST RESULTS MAILED MO. DA. IN. - AGE 23033 8/15 20' south, 30' east of 420 10/01/86 23034 northwest corner of roof 370 - 23035 . 410 23036 380 - 23037 8/15 10' north, 5' west of - 300 23038 ' - southeast corner of roof . 300 23039 . . 300 23040 , 320 EEI 9è6 ED 8 I ObT.141 (1) Graham International ., - IT R (1) Hope Consulting Group . Rill (1) Atkinson, Johison & Spurner ' . TESTING (1) Dunphy Construction . REVIEWED BY (1) City. of Carlsbad Bldg. Insp. Dept. . MKM:jcc ' Masami K. Murao . Laboratory Manager ESGIL CORPORATION 9320 CHESAPEAKE DEL SUITE 208 SAN DIEGO. CA 92123 (619) 560-1468 DATE: c- /2- JURISDICTION: PLAN CHECK NO: - /17 PROJECT ADDRESS: 2/ge -on--i4,e /I,ePoer PROJECT NAME: E] APPLICANT cOU1Th U PLAN CHECKER flFILE COPY EJUPS U DESIGNER The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is the jurisdiction's copy for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan check has been completed. Person contacted: kE/J MeY/ Date contacted: Telephone #3352r/ REMARKS:77,ESE ie& 77-/& pq•Ajs.., BY: ,5& Doe- /&,JT5 ENCL: ESGIL CORPORATION ESGIL CORPORATION 9320 CI(ESAI'EAKE DR.. SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DA e []APPLICANT crj&I JURISDICTION: O-i',eLSI3,4D flPLAN CHECKER FILE COPY PLAN CHECK NO: - 1/7 '7 DUPS U DESIGNER PROJECT ADDRESS: - /c'/ P,cLO,&.q4f ,ePeT -O, PROJECT NAME: QFfG - GA-HAM 2Y U The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewitJi will substantially comply with the jurisdiction's building codes when minor deficien- cies identified _ are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies U identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is the jurisdiction's U copy for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. fl The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: U Esgil staff did not advise the applicant contact person that plan check has been completed. I taf did advise applicant that the plan check has eted. Person contacted: kA) C T ntacted: Telephone S:O&ii& RPPZi, tIAL F)-f rw& $w, crPi c F- ie.. r, lei C_ UI4-noJs //rrc Th& e eq-. EMcLOt-tR 0 r/9iJ /U ,OLLOccJ. BY: C- ENCL: ESGIL CORPORATION .4'. Winding andspiral stairways are Handrails are required on each side permitted only in residential of stairways. Stairways required to occupancies. Section 3306(d) be more than 88 inches wide shall have intermediate handrails. Stairways Stairways should be enclosed as specified not over 44 inches wide may have one in Section 3309: handrail if not open on both sides. Two-hour fire-resistive walls Private stairways (1 tenant). 30 inches or less in height, may have one hand- rail. and II-F.R. Construction, and in Handrails shall be 30 inches all buildings over four stories, to 34 inches above nosing of treads for and one-hour elsewhere. and be Continuous and, except private stairways, at least one rail Only exit doors are allowed shall extend 6 inches beyond top and to open into exit enclosures. bottom risers. Handrail ends shall Doors should be labeled one an be returned or shall terminate in a newel post or safety terminal. lf-hours or one-hour Section 3306(j) ssemblies. nclosures should include The handgrip portion of all handrails ridor on the ground floor shall be not less than 1-1/4 inches ing to the exterior.nor more than 2 inches in cross-sectional construction i be as required for theresistive dimension. Handrails projecting from walls shall have at least 1-1/2 inches nclosure, including between the wall and the handrail. 00rs openings. Only are permitted to ted Section 3306(j) nto the corridor. Every stairway landing shall have a rove barrieris required dimension, measured in the direction at the ground floor to prevent of travel, at least equal to the people from accidentally con- required stairway width. Section 3306(g) tinuing to the lower level. 1/ openings in the exterior wall below or f. Usable space is not allowed within 10 feet horizontally of an exterior under the stairs. exit stairway in buildings over two stories shall be protected by a self-closing assembly Occupied floors more than 75 feet having a three-fourths-hour rating, unless above the highest grade should have two separate exterior stairways serve an all exits from the building in exterior exit balcony. Section 3306(1) smoke-proof enclosures. Section - 3310(b) 1L . CORRIDORS In buildings four or more stoies, one stairway must extend to the Corridors, and exterior exit balconies, roof. Section 3306(o). It must be in serving 10 or more occupants must be a a smoke-proof enclosure in minimum 44 inches wide and 7 feet high buildings over 75 feet in height, to the lowest projection. Section 3305(b) A first story as allowed by Section 702 shall be included in determining when a corridor or exterior exit balcony the number of stories when deter- is accessible to the handicapped, changes mining if a stairway to the roof in elevation shall be made by means of is required. Section 3306(o) a ramp. Section 3305(f) Marty: You have apptmt with Gerald. Brewer Monday. He is talking about plan checking according-to 79.c6de instead of .82, but Gene says the above correction is far-more important, and Gene wants to make sure you do not inadvertently approve the present exiting system even tho it was apparently approved on the first three buildings. . This is different - plan checker (Abe -Doliente) and he picked up the problem and it has been confirmed by Gene who says it is SERIOUS. You may, want to talk with G Carter 4/3 . ne. ESGIL CORPORATION 9320 CHESAPEAKE DR.. SUITE 208 SAN DIEGO, CA 92123 (619) 560-14(i8 DATE: 4—a —e!6 JURISDICTION: PLAN CHECK NO:- PROJECT ADDRESS: Z/!/ b - PROJECT NAME: Opi- GnAI /L/ 41CMLI JURISDICTION P LANTHE C KER FILE COPY UPS DESIGNER O The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's - building codes. - - The plans transmitted herewith will substantially comply D with the jurisdiction's building codes when minor deficien- cies identified - - are resolved and checked by building department staff. - . The plans transmitted herewith have significant deficiencies identified on -the enclosed checklist and should --be. corrected - - and -resubmitted. for a complete recheck. The check list-transmitted herewith is the jurisdiction's copy for .your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. fl The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: kiJ 41 k25-c7 /7- j- 5i) P1E60 C 9'wJ • O Esgil staff did notadvise the applicant contact person that • plan check has been completed. Esgil staff did advise applicant that the plan check has- been completed. Person contacted:. i€A) C_(Tç Date contacted: 4L-2-8 Telephone 2 3.3- 6Z41 • REMARKS: 77-1/3 i ,- 5uP'f'L&,4-,FA)T 7?) 7-H& O./6/AJ.9L ft#-&) c/1E CL COar,OAjS S &/JT OA-) -14--CH 2-c, /9d. BY: 14 LOL/&AJTe ENCL: ESGIL CORPORATION CITY OF CARLSBAD PLAN CHECK NO. 86-117 I MECHANICAL, PLUMBING AND ENERGY PLAN CHECK APRIL 2, 1986 M'('U1MT('1r -218. Only .exit door openings are permitted toopen into stair way exit enclosure. The mechanical plans show many duct penetrations into enclosure. Section 3309 of UBC. . Duct penetrations of floors in a 3 story building must be in a fire rated shaft. Section 1706 of UBC. Exhaust fan duct from restrooms must comply. Show fire dampers per Section 4306(j) of UBC.. Exhaust fan 3 must be interlocked (switched) with HVAC system or fire rated corridors are to-be used as return air plenum (Sections 706(b) & 1206(b) .of - - UMC). -. • • • .. .. •.• •. - .:.... •- . Clearly note all materials exposed within the drop ceiling space used as & return air plenuni, must comply with Section 1005 of UMC for flame-spread, smoke- development, mold,-humidity,-and erosion-resistant facing per. UMC Standard 10-1. PLUMBING Provide trap primers on all floor drains per Section 707 of UPC and City Policy. Show back flow protection at all hose bibbs. Section 1003(i) of UPC. Detail combustion air for water heater. Section 1307 of UPC. If you have any questions, please contact Abe Doliente of Esgil Corporation at (619)560-1468. Thank, you. 1 - S r .-. ESGIL CORPORATION 9320 C1iESA1'LAKE DR.. SUITE 208 SAN DIE(;o, CA 92123 (6 I!)) 560- 14(;8 DATE: 3- 5 - etla PPLICML_ JURISDICTI JURISDICTION: []PLAN CHECK 0 FILE COPY PLAN CHECK NO: & - 1/7 OUPS O DESIGNER PROJECT ADDRESS: -./I/ P1,O,4A,e ,,epo.er ,e PROJECT NAME: QFf/C CL !T7 l/4 - The olans transmitted herewith have been corrected where D necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply D with the jurisdiction's building codes when minor deficien- cies identified - are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies 0 identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. - S The check list transmitted herewith is the jurisdiction's copy for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. fl The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: kEAi CT/S - 4-01 4JEST 4 ~J t"&o 921oi D Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan check has been completed. Person contacted: k6AJ C UP- 77 Date contacted:. Telephone # _Z33 --S2~/ REMARKS: BY: 6: DOLie/JTS ENCL:__________ ESGIL CORPORATION S . /, fl TO: Ken Curtis 401 West A Street City of CarIbab 1200 ELM AVENUE CARLSBAD, CALIFORNIA 92008 - GPPPLICANT COPY 0 ciTy COPY San Diego, CA 92112 0 PLAN CHECKER COPY ENCLOSURES: COMMERCIAL PLAN CORRECTION SHEET A. Plan Check Number _86-117 3 B. Site address2181 Palomar Airport Rd. 4 C. Owner Susan Graham D. BuildingCode Applicable1976 LAC, 1979 U, 1982 LC, 1984 NEC E. Occupant Load 346 Stories 3 F. Occupancy B-72 Use Off ices G. Type of Construction 111-one hour Sprinklers: xxx*'es - No H. Allowable Floor Area 72,000 S F. Actual .34,550 S .F. Basis for Area Increase Multiple stories and automatic sprinkler system Remarks - Date Plans Submitted _Date Plans to Plan Checker 3 /10/86 Date Initial Plan Check Completed 3/25/86 BY AbeDoliente Applicant Contact Person Ken Curtis Tel.(619)233-5251 FOREWORD:PLEASEREAD I. This 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, Engineering and Fire Departments. For information regarding those departments, please contact Mr. Carter Darnell at (619) 438-5525. The items below need clarification, modification or change. All items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303 (c), 1982 Uniform BuildingCode, the approval of the plans doesnot permit the violation of any state, county or city law. Please submit two sets of corrected plans and show on this list where corrections were made i.e. sheet, detail, etc. Return any original plans and documents that were returned to you by the city. The above items may be returned to the City - Building Department or to Esgil Corporation at 9320 Chesapeake Dr., Suite 208, San Diego, CA 92123, telephone (619) 560-1468. GENERAL - Provide the site address and a vicinity sketch on the Title Sheet. Provide the names, addresses and telephone numbers of the owner and the responsible design professionals on the Title Sheet. All sheets of the plans and the first sheet of the calculations are required to be signed by the California Licensed Architect or Engineer responsible for the design. Please include the California license number and the date the plans are signed. fr'?' Indicate on the Title Sheet whether or not a grading permit is required for this project. Show on the Title Sheet all buildings, structures, walls, etc. included under this application. Any portion of the project shown on the site plan that is not included with the building permit application filed should be clearly identified as not included' on the Site plan or Title Sheet. Provide a Building Code Data Legend on the Title Sheet. Include the fol- lowing code information for each building proposed: Occupancy Group Description of Use Type of Construction Sprinklers: Yes.or No YES -- Stories 13 Height - 37i_u Floor Area 4J C SF Justification to exceed allowable area in Table 5-C Justification to exceed allowable height or stories in Table 5-D SITE PLAN jj Provide a fully dimensioned site plan drawn to scale. Show: North arrow, property lines, easements, streets, existing and proposed buildings and structures, Location of yards used for allowable increase of building area and dimensioned setbacks. Provide a Statement on the site plan stating:"All property lines, easements and buildings, both existing and proposed, are shown on this site plan'. Clearly designate on the site plan existing buildings to remain, existing buildings to be demolished, buildings to be constructed under this permit and any proposed future buildings. Show on the site plan all proposed walls, retaining walls and fences. Specify their heights on the plans. Clearly dimen3ion building setbacks from property lines, street center- lines, and from all adjacent buildings and structures on the site plan. Show and dimension on the site plan all building projections including eaves, balconies, cornices and similar appendages extending beyond the exterior , walls. Show on the site plan, or provide the grading plans., showing finish floor. elevations, elevations of finish grade adjacent to buildings, drainage patterns and locations and gradients of cut or fill slopes. . • - Show dimensioned parking layout including any required handicap access spaces. Show the location of any designated flood plains, open space easements, or other development restricted areas on the site plan. BUILDING AREA, HEIGHT AND STORIES - V .nvoi' r a TVCTC Building Designation Type Construction Shown Number of Stories and Height Basic Allowable Area le 0 - Increases For Multi-Stories 0 For Yards Feet On Sides For Sprinklers )( 2. - Total Allowable Area 7Z, 0 40 Actual Area Total 34 - Area Separation Walls Yes No Yes No Yes No Yes No Yes No Over Area Yes No Yes No Yes No Yes No Yes No Over Height Yes No Yes No Yes No Yes No Yes No Over Stories Yes No Yes No Yes No Yes- No Yes No LOCATION ON PROPERTY When-two or more buildings are on the same property, the buildings shall have an assumed property line between them for the purpose of determining the required wall and opening protection and roof cover requirements, per Section 504(c). An exception is provided if the combined area of the buildings is within the limits specified in Sect--'on 505 for a single building. If this exception is used, show how the building(s) will comply with Section 505. Buildings over one story and containing courts shall have an assumed property - line for the purpose of determining required wall and opening protection of court walls, per Section 504(c). See possible exception. Please show how the court walls will be made to comply with Section 504(c). The exterior walls less than _feet to a property line or an assumed property line, shall be fire- rated construction. Section _03(a) Exterior walls shall hav a 30 inch parapet when less than ,.W feet to a property line or an assumed property line. (see exception, Section 1709) The exterior wall shall have protected openings (3/4 hour) when closer than EQ_feet to a property line or an assumed property line. Section 2.003(b) The exterior walls shall have no - - - - openings when closer than feet - to a property line or an assumed - property line. Openingscinclude -. windows, doors, scuppers, vents, etc. Section 003(b) Eaves over required windows shall be not less than 30 inches from side and rear property lines. Section 504(a) Combustible projections located where openings are required to be protected shall be heavy timber or one-hour construction. Section 1710 Projections may not extend more than 12 inches into areas where openings are not allowed. Section 1710 )d Projections may not extend more than one-third the distance from the exterior wall to the property line or one-third the distance from an assumed vertical plane located where fire-resistive protection of openings is first required, whichever is least restrictive. Section 504(b) Fire-resistive exterior wall construction shall be maintained through attic areas. Section 4304(c) When openings are required to be protected due to location on property, the sum of openings shall not exceed 50 percent of the total area of the wall in each story. Section 504(b) -A covered passageway connecting separate buildings must comply with the requirements for an arcade. Section 509 Exterior exit balconies cannot be located in an area where openings are required to be protected. Section 3305(i) Exterior stairways shall not project into yards where protection of openings is required. Section 3306(n) Yards or courts serving as required exits for 10 or more occupants must be at least 10 feet wide or have walls of one-hour construction for a height of 10 feet above the court or yard grade. Openings shall be protected by fire- assemblies having a rating of not -' less than three-fourths-hour. Section 3302 definition and Section 3311(d) • Structural elements exposed in walls required to be fire-resistive construction due to location on property must have the same fire- resistive rated protection as the wall, or as required for the structural frame for the type of construction, whichever is greater. Table 17-A footnote 1, and Section 1702 Openings for scuppers, mechanical equipment vents, foundation vents and similar openings are not permitted in walls located where openings are prohibited and would have to be protected where openings are required to be protected. Table 5-A Projections over public property must comply with Chapter 45. / BUILDING AREA Provide on the Title Sheet of the plans the code justification for exceeding the basic allowable area in Table 5-C. Section 506 When a building has more than one occupancy, the area shall be such that the sum of the ratios of the actual area divided by the allowable area for each occupancy shall not exceed one. Section 503 fr1 As shown, the building(s) is/are over area for the Type of Construction shown. Table 5-C The total floor area of a multi-story building cannot exceed twice the basic area allowed by Table 5-C after increasing the basic area, per Section 506 No single story can exceed the basic area allowed by Table 5-C plus the increases allowed by Section 506. Unless considered a separate story, the floor area of a mezzanine shall be included in calculating the area of the story in which it is located. Ae A basement need not be included in the total allowable area, provided such a basement does not qualify as a story nor exceed the area permitted for a one story building. AREA SEPARATION WALLS Area separation walls may separate portions of a building and allow each portion to be considered a separate building, however, the area separation wall must be four-hour in Type I, II-P.R., III and IV buildings; and two-hour in Type II-one- hour, Type II-N and Type V buildings. Section 505(e)l Openings in four-hour area separation walls are required to be protected with three-hour fire-resistive assemblies, and 1-1/2 hour fire- resistive assemblies in two-hour area separation walls. Section 505(e) Openings in area separation walls are limited to 25 percent of the length of the wall in each story. Section 505(e) If area separation walls do not extend to the outer edge of horizontal pro- jections. (balconies, roof overhangs, canopies, marquees and architectural projections) and the projecting elements contain concealed spaces, the wall shall extend through the concealed space to the outer edges of the projecting elements. The exterior walls, and projecting elements above, must be of one-hour con- struction on each side of the area separation wall for a distance equal to the depth of the projecting elements. Openings in the one-hour walls must be protected with three-fourth-hour assem- blies. Section 505(e)2 All area separation walls must extend in a continuous straight vertical plane from the foundation to a point 30 inches above the roof, but may terminate at the underside of the roof sheathing if the roof/ceiling is two-hour construction. 5)' Two-hour area separation walls may ter- minate at the roof sheathing provided that: Where the roof/ceiling framing elements are parallel to the walls, such framing and elements supporting such framing shall be of not less than one- hour fire-resistive construction for a width of not less than 5 feet on each side of the wall. Where roof/ceiling framing elements are perpendicular to the wall, the entire span of such framing and elements supporting such framing shall be of not less than one-hour fire-resistive construction. Openings in the roof shall not be located within 5 feet of the area separation wall. Section 505(3) No openings in the roof are permitted within 5 feet of a two-hour area separation wall if parapets are not provided. Section 505(e)3 Area separation walls, which separate portions of buildings having different heights, may terminate 30 inches above the lower roof level, provided the exterior watlfor a height of 10 feet above the lower roof is of one-hour fire-resistive construc- tion with openings protected by three- fourths-hour assemblies. As an alternate, the wall may terminate at the sheathing of the lower roof, provided roof/ceiling Clements, if parallel to the wall, are one-hour construction for a 10 foot width along the wall at the lower - roof; where the lower roof/ceiling elements are perpendicular to the wall, the roof/ceiling elements shall be one- hour for the entire span. Section 505 (e)5. No openings in the lower roof are permitted within 10 feet of the area separation wall if parapets are not provided. Section 505(e)5 Show the basis for the approved fire- resistive construction elements for the area separation wall, parapet, and ceiling assembly if used in lieu of parapet. i.e. Item number in Table 43-A, - B. C or U.L. Directory, etc. (Note that trusses require two layers of 5/8 inch Type X'. per Gypsum Fire Resistance Design Manual, Item FC 5406) See the attached article. "Area Separation Walls Revisited", and incorporate appropriate data and - details on your plans. Provide complete details of the area separation wall(s) to show compliance with Section 505(e)1-5. - Provide a note on the plans stating: "Plumbing and conduit penetrations of the area separation wall shall be of copper or ferrous. No plastic pipe may penetrate the area separation wall". BUILDING HEIGHT/STORIES Clearly show the maximum building height based on the definition in Section 409. Clearly show if the lower level is a basement or story, based on the definitions in Section 403 and 420. Plot the finish grade (adjacent ground- level) on the elevations and dimension the distance to the floor above for story determination. See definition of grade, Section 408. fri The height and number of stories cannot exceed that, shown in Table 5-D. Show the code basis for the height/ number of stories as shown. One additional story would be permitted beyond that shown in Table 5-0 if the building is sprinklered throughout and the sprinkler system is not other- wise required by Section 506 (area) or Section 508 (substitute for one-hour). Section 507 Towers, spires and steeples shall comply with Section 507, exception I. FIRE-RESISTIVE CONSTRUCTION Where one-hour fire resistive con- struction is required, an approved automatic sprinkler system, when not otherwise required, may be substituted for the one-hour construction. However, the fire sprinkler system shall not waive or reduce fire-resistive require- ments for: occupancy separations, exterior walls due to location on property, area separation walls, shaft enclosures, corridor protection, stair enclosures, exit passageways, type of Construction separation per Section 1701 and atriums constructed in accord- ance with Section 1715. Section 508 Provide details of the one-hour fire- resistive construction. Include roof/ceiling assemblies, floor/ceiling assemblies, wall assemblies, post and beam assemblies, etc. Maintain one-hour fire-resistive ' wall Construction at built in wall fixtures and behind mailboxes, fire- exitinguisher cabinets, electric panels exceeding 16 square inches in area, etc. Section 4304(e) 4i Detail and reference ICBO number or ' other approval for horizontal fire assembly using trusses. Section 4303(b) 8 Detail how fire-resistive wall and ceiling protection will be maintained at all duct penetrations such as at bathroom and kitchen hood fans, laundry room fans and dryer vents. Also detail recessed light fixtures. Section 4303(b)6 Roof/ceiling and floor/ceiling assemblies must be of one-hour construction, detail fire assemblies on plans along with their ICBO number or other I.D. number from the Fire-Resistive Design Manual published by the Gypsum Assoc. or U.L. number or item number from Table 43-C. UBC Detail water heater vents located inside fire-resistive wall con- struction or within fire-resistive shafts. Detail pre-fabricated fireplace flues within individual fire-resistive shafts and specify fire-stopping around fireplace, box opening. Section 4304(e) Clearly identify location and hourly fire-resistive rating of vertical shafts on the plans. Provide construction details showing location of fire dampers and how fire resistivity will be maintained at floors and roofs. Section 1706 Note on the plans that elevator doors must be constructed and installed in the same manner as a OAi - hour fire assembly, even though - elevator doors are not identified with fire labels. Detail column fire protection per Table 43-A in the UBC.,.and cpocify araa& p-se etjen 12Qb) -minimum, ahev a 23 a. etaal jaake 1"" to a hWg ec 3 feet abave the saund foe impact protootion. 341 Structural members such as beams supporting more than one floor or roof must be individually fire protected. (Section 4303(b)6) Detail required protection. 37 Clearly specify minimum thickness of walls and slabs to provide hour fire-resistive rating per Table 43-B and C. Clearly specify minimum cover for bonded reinforcing at _________ fire-rated floors, __ fire-rated columns, _________ f ire _____ - rated beams. Clearly specify minimum cover for prestressed concrete tendons per Section 4303(c)3. Detail all plumbing and electrical penetration at occupancy, area, corridor or other fire separation walls as specified in Section 4304(e). Detail all furred ceilings as required in Section 4203. Show fire-retardant treated wood where necessary. 80. Clearly label and identify on the plans the fire-resistive corridors, A—s eaparstian -illa, shafts, o-eoupancy- aoparati,on upilo and'-EIoe.e, exit enlioroo. along with their hourly ratings. Section 302(c) INTERIOR WALE. AND CEILING FINISH Foam plastics shall not be used as interior finish except as provided in section 1712. When walls and ceiling are required to be fire-resistive or non-combustible, the finish material shall be applied directly against the fire-resistive construction or to furring strips not exceeding 1-3/4 inches. The furred space shall be filled with inorganic or Class I material or fire stopped and not to exceed 8 feet in any direction. When finish materials are set out or dropped more than 1-3/4 inches from fire-rated walls or ceilings the finish material shall be Class I or sprinklered on both sides or attached to non-combustible backing or furring strips. Hangers and assembly members of dropped ceilings below a one-hour ceiling assembly shall be non-combustible materials except in Types III and V construction. Where fire-retardant treated wood may be used. All interior wall or ceiling finishes less than 1/4 inch thick shall be applied directly against a non-combustible backing unless it is in accordance with an approved tested assembly. Provide a note on the plans with the finish schedule that, "Wall and ceiling materials shall not exceed the flame spread class- ifications in UBC Table 42-B." OCCUPANCY SEPARATION . . -. A-hour occupancy separation is ' required between______________________ occupancy and the occupancy. Table 5-B, Section 503(d), Tables 43-A, B, C and Chapter 43 Administrative and clerical offices • - and similar rooms need not be separated for other occupancies provided they are less than 750 sq.ft., less than 25 percent of the floor area of the major use and not related to an H-1 or 11-2 Occupancy. Section 503(d) p4'. Provide fire-resistive door _-hour Structural members supporting an assemblies in the -hour occupancy occupancy separation must have the separation. Section 503(c) same fire-resistive rating as the separation. Table 5-8, Section 503(d). The required three-hour rated occupancy Tables 43 - A. B. C and Chapter 43 separation between 8-2 and B-I occupancies may be reduced to a two-hour rating ). No openings are allowed in a four- when the 8-1 is limited to the storage hour fire-resistive occupancy of passenger vehicles, and the provisions Separation wall. Section 503(c) of Section 102 are not applicable. Table 5-B The two-hour occupancy separation may be 9 / Openings in a three-hour fire- further reduced to one-hour, if the aggregate resistive separation shall be protected area of B-i occupancy within the building does by a three-hour assembly, and openings not exceed 3,000 sq.ft. Section 503(d) may not exceed 25 percent of the length of wall in the story and no 94. A B-i occupancy in the basement or single opening shall exceed 120 sq.ft. first story of a building housing a Section 503(d), Tables 43-A, B. C group 8, Division 2 occupancy may be and Chapter 43 classed as a separate building. The building above may also be considered 9/ A two-hour fire-resistive separation a separate and distinct building for shall be not less than two-hour fire- the purpose of area limitation, lim- resistive construction. Openings itation of number of stories and type shall be protected by a one and one- of construction ONLY if the following half-hour assembly. Section 503(c), conditions are met: - Tables 43-A, B, C and Chapter 43 8-1 is Type I construction A one-hour fire-resistive separation B-l/B-2 is separated by a shall be not less than one-hour three-hour occupancy separation fire-resistive construction. Openings C. B-i is restricted to passenger shall be protected bya one-hour vehicle storage, laundry rooms assembly. Section 503(c), Tables 43- and mechanical equipment rooms A. B. C and Chapter 43 (No storage, recreation room, etc.) 9 . Occupancy separation wall penetrations must be either ferrous or copper and d. The maximum building height fire-stopped. Steel electrical outlet does not exceed the limits boxes, not exceeding 16 square inches in Table 5-0 for the least per 100 square feet of wall, may -' - type of construction be installed and-shall be separated The Type I Construdtion is required by a horizontal distance of 24 inches to have protected exterior wall • when on opposite sides of wall. .a • openings when located within 20 feet - • Section 4304(e). • - from a property line. Section 1803(b) - All openings in floors forming a Fire-resistive floors used for Occupancy separation shall have three-hour separation shall be .. openings for mechanical and elec- protected by vertical enclosures - trical equipment enclosed in shafts above and below the opening. The - per Section 1706. walls of such enclosures shall be not less than two-hour fire-resistive 1/ clarify that wiring within concealed construction, and openings therein spaces complies with Section 4305(e). shall be protected by a one and one- half-hour assembly. Section 503(c), 1 2 Ducts penetrating one or two-hour Tables 43 -A, B, Cand Chapter 43 occupancy separation walls must have fire dampers. A fire door is required for three-hour separations. Section 4306(j) / 113. Usable space under the first story, when constructed of metal or wood, shall be separated from the non-usable space, and the story above, as required for one-hour fire-resistive construction and the door to the usable space shall be self-closing, of non-combustible construction or solid wood core, not less than 1-3/4 inches in thickness. Section 1703 iy(. Show the basis for the rating of the occupancy separation you propose, i.e., Item number in Table 43-A, B, C; Gypsum Fire-Resistive Design Manual; U.L.. etc. EXITS l'. 1n all occupancies, floors above the first story having 10 or more occu- pants, shall have not less than two exits. Section 3303(a) Exits should have a minimum separation of one-half the maximum overall diagonal dimension of the building or area served. Section 3303(c) 1. The maximum number of required exits I and their required separation must be maintained until egress is provided from the structure. Section 3303(a) Where a required exit enters a yard, ( the yard must lead to a public way. - Section 3301 i$. Where required exits enter an exit court (see definition, Section 404 and • 3301), the exit court must discharge into a public way or exit passageway. The exits from the exit court shall comply with Section 3311 requirements for width, number, and protection of walls and openings. Basements require two exits. Section 3303(a) 1J4' 00'Total width of exits in feet shall be not less than total occupant load served divided by 50. Tributary occupant load from basements and stories above shall be per Section 3303(b) and the maximum width required for any story shall be maintained. No point in the building shall be more than 150 feet (200 if sprinklered) from an exterior exit, horizontal exit, enclosed stairway or exit passageway, measured along the path of travel. This may be increased 100 feet if last ISO feet is in a corridor. Section 3303(d) (See exceptions) Double acting doors are not allowed g4 when serving a tributary occupant load of more than 100, or when part of a fire assembly, or part of smoke and draft control or when equipped with panic hardware. Section 3304(b) Exit dàors should swing in the direction of egress when serving occupant load of 50 or more. Section 3303(d) See doors L.c& SP,9c&Jj. Exit doors should be openable from the inside without the use of a key, special knowledge, or effort. Section 3304(c) [Note that exit doors serving 10 or less occupants may have a night latch, dead bolt, or security chain per Title 24 2-3303(c). 34. Exit doors should be a minimum size of 3 feet by 6 feet 8 inches with a minimum door swing of 90 degrees. Maximum leaf - - width is 4 feet. Section 3304(e) The net dimension (clear width) at door- ways should be used in determining exit widths required by Section 3302(b). Section 3304(e). In consideration of door thicknesses, panic hardware, door swing etc., the required exit widths have not been furnished. See door_ ot)/c'& A_r 5ftST eq7:3 ro€ i=a LEq& sPi9c iLl Regardless of occupant load, a floor / or landing not more than 1/2 inch below the threshold is required on each side of an exit door. Section 3304(h) Doors should not project more than 7 inches into the required corridor width when fully opened, nor more than one-half of the required corridor width when in any position. Section 3305(d) Revolving, sliding and overhead doors are not permitted as exit doors. Section 3304(g) A door may open over a stairway landing provided the door, in any position, does not reduce the clear area of the landing, in the direction of travel, to less than one-half the required width of the stair- way. Section 3306(g) Minimum exit court width is 44 inches. ' Section 3311(b) Change in width in an exit court shall be effected gradually by a guardrail at least 36 inches high and making an angle of not more than 30 degrees with the axis of the court. Section 3311(b) Walls of exit passageways shall be without openings except exits and shall have walls, floors and ceilings of the same fire-resistance required for the building, with a minimum one-hour fire-resistive construction. Exit openings in the walls shall be protected by a three-fourths-hour assembly. Section 3312(a) Ramps required by Table 33-A shall not exceed 1:12; other exit ramps 1:8. Ramps steeper than 1:15 shall have handrails as required for stair- ways. Minimum size landings and landing clearances must be provided. Section 3307 Stairway width must be at least 44 inches when serving more than 50 occupants; 36 inches when less than 50; 30 inches when used as a private stairway serving less than 10 occupants. Section 3306(b) Section 3301(b) Seventy eight inch minimum headroom clearance for stairways should be indicated on the plans. Section 3306(p). Note that this is from a plane tangent to the stairway tread nosings. Stairway handrails should not pro- ject more than 3-1/2 inches into the required width. Trim may not project more than 1-1/2 inches. Section 3306(b) 1)4. Enclosed usable space under interior or exterior stairways should be protected on the enclosed side as required for one-hour fire-resistive construction. 2 x 8 16 O.C. nailers. Section 3306(m) (n) 3/0. Landings should not be reduced in width more than 7 inches by a door when fully open. Where doors open over landings, the landing shall have a length of not less than 5 feet. Section 3306(g) and Section 3304(h) Stairways from upper levels which extend below the level from which eqress from the building is provided, shall have an approved barrier to preclude exiting into such lower levels. Section 3306(h) & 3309(e) - Vertical distances between stairway • - landings are limited to 12 feet. Section 3306(i) • All interior stairways and ramps shall be enclosed. An enclosure is not required if serving only one adjacent floor and not con- nected to Stairs or corridors serving other floors. Section 3309(a) Stairway riser must be 4 inches minimum and 7-1/2 inches maximum and minimum run shall be 10 inches except in winding, circular or spiral stairways. Section 3306(c) 124 _c LEA) L /tc) Df/'-1AJc/O'1)S Oi\) 7L/& Pt./AJ.S. 4'. Winding and spiral stairways are Handrails are required on each side permitted only in residential of stairways. Stairways required to occupancies. Section 3306(d) be more than 88 inches wide shall have intermediate handrails. Stairways Stairways should be enclosed as specified - not over 44 inches wide may have one in Section 3309: handrail if not open on both sides. Two-hour fire-resistive walls Private stairways (1 tenant), 30 inches quired in buildings of Type I are re -F.R. or less in height, may have one hand- rail. Handrails shall be 30 inches and II Construction, and in to 34 inches above nosing of treads all buildings over four stories, -hour and oneelsewhere. and be continuous and, except for private stairways, at least one rail Only exit doors are allowed shall extend 6 inches beyond top and to open into exit enclosures, bottom risers. Handrail ends shall Doors should be labeled one an be returned or shall terminate in a one-half-hours or one-hour - - newel post or safety terminal. fire assemblies. Section 3306(j) Exit enclosures should include The handgrip portion of all handrails a corridor on the ground floor - 1/ shall be not less than 1-1/4 inches extending to the exterior, nor more than 2 inches in cross-sectional Fire-resistive construction dimension. Handrails projecting from should be as required for the walls shall have at least 1-1/2 inches exit enclosure, including between the wall and the handrail. protected openings. Only - - Section 3306(j) exit doors are permitted to open into the corridor. Every stairway landing shall have a An approved barrier is required dimension, measured in the direction at the ground floor to prevent of travel, at least equal to the people from accidentally con- required stairway width. Section 3306(g) tinuing to the lower level. l)d'. Openings in the exterior wall below or Usable space is not allowed - within 10 feet horizontally of an exterior under the stairs, exit stairway in buildings over two stories shall be protected by a self-closing assembly 114'. Occupied floors more than 75 feet - having a three-fourths-hour rating, unless above the highest grade should have two separate exterior stairways serve an all exits from the building in - exterior exit balcony. Section 3306(1) smoke-proof enclosures. Section - - - 3310(b) - - - - CORRIDORS In buildings four or-more stories, one stairway must extend to the - - - lØ' Corridors, and exterior exit balconies. • roof. Section 3306(o). It must be in serving 10 or more occupants must be a • a smoke-proof enclosure in • minimum 44 inches wide and 7 feet high buildings over 75 feet in height.. • to the lowest projection. Section 3305(b) A first story as allowed by Section • ' • • 702 shall be included in -determining When a corridor or exterior exit balcony • the number of stories when deter- is accessible to the handicapped, changes • mining if a stairway to the roof in elevation shall be made by means of is required. Section 3306(o) a ramp. Section 3305(f) See attached details for approved methods of providing one-hour corridor construction. 171'. When two exits are required, dead end corridors and exit balconies are limited to 20 feet. Section 3305(e) 114. Exterior exit balconies cannot be located in areas where protected openings are required. Section 3305(i) EXIT SIGNS 613 Exit signs are required for exits serving an occupant load exceeding 50. Show all required exit sign locations. Section 3314(a) Show that exits are lighted with at least one foot candle at floor level. Section 3313(a) 1)1 Show that the power supply for exit illumination and exit signs is provided by two separate circuits. (Occupant load exceeds SO in I occupancies, 100 in H occupancies and 300 in all others). Section 3313(b)l 1p(. Show separate sources of power for exit illumination and exit signs. (Occupant load exceeds 999 in A-1, 500 in A-2/2.1, 150 in churches, 100 in Is, 500 in 3-2 occupancies). Section 3313(b)2 The exit sign locations as shown - are not adequate, V ELEVATORS Provide notes and details to show the elevator will comply with Sections 5101 through 5105. GLASS AND GLAZING Specify on the window schedule the glass type and thickness to show compliance with Table 54-A and B. Glass in doors or within 12 inches of doors is required to be safety glazing. Section 5406(d) Glass in excess of 9 sq.ft. with the lowest edge less than 18 inches above a walking surface shall be safety glazing or shall have a horizontal member not less than 1-1/2 inches in width and located between 24 and 36 inches above the walking surface. I' Corridors serving 30 or more occupants shall have walls and ceilings of one- hour construction except: Corridors greater than 30 feet wide when the occupants or areas served by the corridor have an exit independent from the cor- ridor. Exterior sides of exterior exit balconies. section 3305(g) One-hour fire-rated corridors shall have door openings protected by tight-fitting smoke and draft control assemblies rated 20 minutes, except openings in interior walls of exterior exit balconies. Doors shall be maintained self-closing or be automatic-closing by action of a smoke, detector per Section 4306(b), doors shall be gasketed to provide a smoke and draft seal where the door meets the stop on sides and top. Section 3305(h) Total area of all openings, except doors, in any portion of an interior corridor, shall not exceed 25 percent of the area of the corridor wall of the room which it is separating from the corridor. Such openings shall be pro- tected by fixed, approved 1/4 inch thick - wired glass installed in steel frames. Section 3305(h) Duct penetrations of fire-rated corridor walls and ceilings shall have fire dampers per Section 4306(j). i(. Viewports in 20 minute rated corridor V doors cannot exceed 1 inch in diameter • V and must have 1/4 inch thick glass and V • metal holder that will not melt at 1700°F. Section 3305(h) Provide a complete architectural section of the corridor, and -- V V showing all fire-resistive materials and details of construction for all floors, walls, roof and all penetrations. Section 3305(g) Ceilings of combustible materials cannot be suspended below the one-hour corridor ceiling. Section 3305(g) Corridor walls may terminate at the ceiling only if the ceiling is an element of a one- hour fire-resistive floor or roof system. Section 3305(g) c4 APPLIES Yp LPrS Pi4aES ROOF FIRE EXTINGUISHING A fire-retardant roof covering is l)4 Fire sprinklers are required on any story required. See exceptions under or basement when the floor area exceeds Section 3202(b) 1.500 sq.ft. and there is not provided at least 20 sq.ft. of opening entirely above the adjoining ground in each 50 roof pitch. lid Specify lineal feet or fraction thereof of Ø. Roof pitch is not .adequate for roof exterior wall on at least one side, or covering specified. Specify minimum when openings are provided on only one pitch of . side and the opposite side is more than 1 Specify roof material and application. 75 feet away. Section 3802(b) )68. Specify ICBO, Ur recognized or other Fire sprinklers are required in a basement if any portion of a basement is more than )49. listing approval number for roof mater- 75 feet from openings in an exterior wall. ials not covered in (JBC. Section 3802(b) Specify roof slope for drainage or 1Ic. Fire sprinklers are required at the top design to support accumulated water, of rubbish and linen chutes and in their Section 3207(a) terminal rooms. Chutes extending through three or-more floors shall have additional Show roof drains and overflow. Size sprinkler heads installed within such drains per Appendix 0 of UPC. Section chutes at alternate floors. Sprinkler 3207(a) heads shall be accessible for servicing. Section 3802(b) 1 171. Show the legal basis to allow roof I Fire sprinklers are required in retail drainage to flow on to the adjacent 1)1. sales rooms where the floor area exceeds property, 12,000 sq.ft. on any floor or 24,000 sq.ft. Draft stop roof/ceiling area, attics, on all floors. Section 3802 mansards, overhangs, false fronts and 1 Provide fire sprinklers__________________ similar to limit area to 3,000 sq. ft. 1,P. or 60 12 (9,000 sq.ft. and 100 12, if Section 506, 507, 508 or 3802. See also / sprinklered). Section 2516(f) Jurisdiction Ordinance. 134. B-2 and 8-4 occupancies with over 50,000 sq. ft. of undivided area and f1.8 When serving more than 100 sprinkler heads, H occupancies over 15,000 sq.ft. of automatic sprinkler systems shall be super- single floor area shall have smoke and vised by an approved central, proprietary heat vents per Section 3206. or remote, station service, or shall be provided with a local alarm which will give : : 115. Provide skylight details to show com- - - an audible signal at a constantly attended - pliance with Section 3401 and 5207 or location. provide IC8O or other recognized J - - approval listing. • 335. Provide class standpipes per Section p Provide details to 3807. A first story as allowed by Section 702 shall be included in determining the 1)6. plastic roof panel show compliance iith Section 5206 or number of stories when determining if provide ICHO or other recognized standpipes are required. -Section 3806 approval listing. TITLE 24 HANDICAPPED ACCESS AND ENERGY 171. Show attic ventilation. Minimum vent CONSERVATION area is 1/150 of attic area or 1/300 of attic area if a least 50 percent of 86 Provide notes and details on the plans the required vent is at least 3 feet to show compliance with the enc1od above eave or cornice vents. Section Handicapped Access and £n059y 3205(c) -ution check lists. Provide a minimum 22" x 30" (or 30" x 30" if equipment is in attic) attic access opening. Section 3205(c) ve Dimension foundations per Table 29-A. F oa I I JPTSO I ST TM , TICKNtUOV I 5CAZ1ON U. tI WVTW O• OOYQ P. I flKN(31 Iov,00rioI I I I PTh etioe I I USflJAS(D nC O I I I I Low I Ismano.ø I I I $ I 6 I 6 Il I . I 12 I 2 I a I I $3 I 7 is I 3 $0 to is J I 24 ] 29(. Show foundation sills to be pressure ' treated, or equal. Section 2516(c)3 zdi Show foundation bolt size and spacing. ' Section 2907(e). Specify size. ICBO number and manufac- turer of power driven pins. Show edge and end distance and spacing. Section 306(f) 24pS'. Show size, embedment and location of hold down anchors on foundation plan. Section 2303(b)4 2/(. Note on the plan that hold down anchors must be tied in place prior to founda- tion inspection. Show adequate footings under all bearing walls and shear walls. Section 2907(d) 2,( Show stepped footings for slopes steeper • than 1:10. Section 2907(c) 21. Show minimum 18 inch clearance from grade - to bottom of floor joists and minimum 12 - inch clearance to bottom of girders. •• Section 2516(c)2 •. 2$'. Show pier size, spacing and depth into. undisturbed soil.4 Table 29-A Show minimum under floor access of 18 inches by 24 inches. Section 2516(c)2 3J Show minimum under floor ventilation equal to 1 sq.ft. for each 150 sq.ft. of under floor area. Openings shall be as close to corners as practicable and shall provide cross ventilation on at least two approximately opposite sides. Section 2516(c)6 3Z{. Specify that posts embedded in concrete shall be pressure treated per UBC Standard No. 25-12. Section 2516(ó)1 5E /1p17/TIOAJ,q-L- - 7-f V/US FOUNDATION 13/ Provide a copy of the project soil f report prepared by a California licensed Civil Engineer. The report shall include foundation design recommendations based on the engineer's findings and shall Comply with UBC Section 2905. 4. Specify on the foundation plan or structural specifications sheet the soil classification, the soil expansion index and the design bearing capacity of the foundation. Provide a letter from the soils engineer confirminq that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommen- dations in the soil report are properly incorpor- ated into the plans. (When .required by the soil report) The foundation plan does not comply with the following soil report recommendation(s) for this project:_________________________ Provide notes on the foundation plan listing the soils report recommendations for foundation slab and building pad preparation. Note on the foundation plan that:"Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the Building Official in writing that: a. the building pad was prepared - in accordance with the soils report; b. the utility trenches have been = properly backfilled and compacted, - - and; C. the foundation excavations, forming and reinforcement comply with the soils report and approved plan". Provide spread footings for concentrated loads designed for 1,000 psf soil bear- ing or per bearing value as determined by an engineer or architect. Chapter 29 Show height of all foundation walls. Chapter 23 Show height of retained earth on all foundation walls. Chapter 23 i)4'. Show distance from foundation to edge , of cut or fill slopes and show Slope and heights of cuts and fills. Chapter 29 l/ Note on the plans that wood shall be 6 inches above finish grade. Section 2516(c)7 Note on plans that surface water will drain away from building and show drain- age pattern and key elevations. Section 2905(f) CITY OF CARLSBAD PLAN CHECK NO. 86-117 MARCH 25, 1986 ADDITIONAL CORRECTIONS 212. Special inspection is required for structural concrete, field welding, high strength bolting and spray-applied fire proofing. Refer to the attached supplemental V plan correction sheet for special inspection. . '213. Provide structural calculations that apply to this structure. The calculations must be based on the V , 1982 edition of the Uniform Building Code. Plans - must agree with the calculations. V A complete structural check will be performed when V correction item 213 is done. Indicate ampere inturrupting capacities (AIC) of service and subservice equipment.. NEC 230-98/110-9. 216. Feeder to PML's Hi and H2 is undersized. Provide V V •• V -service and unit electrical' load calculations. V'V V,VVVV. 217. Mechanical, plumbing and energy check will follow. V V If 'you have any questions, please contact Abe Doliente of Esgil Corporation at (619) 560-1468. Thank you. SUPPL(AL PLAN CORRI0N FOR SPIAL INSPECrIOR The following must be identified on the plan title sheet or the structural specification sheet per UBC Sections 302, 305 (f), and 306 (a) through (f): Note that continuous inspection shall be performed by qualified special inspectors retained by the owner and approved by the Building Official to act as a special inspector for the following types of construction: () CONCRETE ,qtL. £.77U ceTUZ4L Jc- Tt B. REINFORCING STEEL AND PRESTRESSED STEEL FOR PRESTRESSED CONCRETE_______________________ WELDING R-LL- F/_/ () HIGH-STRENGTh BOLTING____________________________________________________________ STRUCTURAL MASONRY_______________________________________________________________ PILING, DRILLED PIERS, AND CAISSONS__________________________________________________ () SPRAYED-ON FIREPROOFING_____________________________________________________________ H. OTHER SPECIAL CASES: FIELD FABRICATED TRUSSES Provide the following statements on the plans: () The permit applicant shall retain the design engineer or architect of record or other responsible engineer approved by the Building Official to ensure that: 1. all elements of construction which require special inspection are inspected by - qualified deputy inspectors approved by the Building Official; and 2. all code deficiencies detected and deviations from the approved plans are brought to the attention of the contractor for correction, and if not corrected, revised designs to overcome the deficiency shall be-prepared by the design engineer or architect of -..- record for approval by the Building Official; and - 3. all corrective work required is completed in accordance with the approved plans, specifications, and City adopted codes. - A final inspection report, signed by the special inspector and the responsible engineer, is submitted to the Building Official upon the completion of each element requiring special inspection. The report must certify that the work was in compliance with the approved plans, specifications and applicable City codes including any authorized changes to the plans. 3. Note that evidence will be provided to the Building Official that the following items were fabricated in an approved manner (Certificate of Compliance, approved fabricator certification, mill reports, etc.): GLU-LAM. BEAMS_______________________________________________________ PRECAST CONCRETE_______________________________________________________________ REINFORCING STEEL______________________________________________________________ STRUCTURAL STEEL____________________________________________________________ TRUSSES INSULATION OTHER 4. Note on the plan that it is the responsibility of the design engineer to review and approve structural shop drawings, truss details and specifications' and provide documented approval for same to the Building Official for his approval. 5. 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Sinqle accommodation toilet facilities shall have the following: Th.re shall be sufficient apsee in the toilet room for a wheelchair meas- uring 50 inches wide by 48 inches tong to enter the room and permit the door to close. The water closet shall be located in a space which provides a 28 inch wide clear apace from a fix- ture or a 32 inch wide clear space from a wall at one side or the water closet and 48 inches 1of clear space in front of the water closet. In an existing building a single accommodation toilet facility may have the water closet fixture located in a compartment which provides a clear space of not less than 36 inches wide by 48 inches long in front of the water closet. Crab bars located on each side, or one side of the back of the physically handicapped toilet stall or compartment shall be securely attached 33 inches above and parallel to the floor. Grab bars at the side shall be at least 42 inches long with the front end positioned 24 inches in front of the water closet stool and grab bars at the back shall be not less than 36 inches long. The diameter or width of the gripping surfaces of a grab bar shall be l4 inch to lYe inch or the shape shall provide an equivalent gripping surface. If grab bars are mounted adjacent to a wall, the space be. tween the wall and the grab bars shall be 1½ inches. 8 A dear floor space 30 inches by 48 inches shall be provided in front of a lavatory to allow a forward approach. Such clear floor space shall adjoin or overlap an accesible route and shall extend into knee and toe space underneath the lavatory. LV Where urinals are provided, at least one shall have a clear floor space 30 inches by 48 inches in front of the urinal to allow forward approach. Were facilities for bathing are provided for the public, clients or ssiployees, inciting showers, bathtubs or lockers, at leaat one such facility shall comply with the handi- cap access standards in Section 2-511 ( a ) 9. 1/4 inch thick identification symbols shall be provided on doors to sanitary facilities. A 12 inch triangle for men and 12 inch dia- meter circle for women is required. QV WATER CLOSETS (SEC. 5-1502) () The height of accessible water closets shall be a min-imum of 17 inches and a maximum of 19 inches measured to the top of the toilet seat. Flush controls shall be operable by an oscillating handle with a maximum operating force of 3 lb or by a remote low voltage button. The handle or button shall be located so they are operable without requiring excessive body movement. 1,.L(R1NALS(SEC. 5-103) O Where urinal, are provided at least one elongated rim at a maximum of 17 inches above the floor is required. Flush controls shall be hand operated, and shall be mounted no more than 44 inches above the floor. & VATORIES(SEC. 5-1504) I Lavatories shall be mounted with a clearance of at least 29 inches from the floor to the bottom of the apron with knee clearance under the front lip ex- tending a minimum of 30 inches in width with 8 inches minimum depth at the top. Toe clearance shall be the same width and shall be a minimum of 17 inches deep from the front of the lavatory. (3) Hot water and drain pipes under Lavatories shall be insulated or otherwise covered. There shall be no sharp or abrasive surfaces under lavatories. Faucet controls and operating mechanisms shall be operable with one hand and shall not require tight grasping, pinching or twisting of the wrist. The force r.quired to activate controls shall be no greater than 5 lb. Lever.operated, push-type and electronically controlled mechanisms are examples of acceptable designs. Self-dosing valves are allowed if the faucet rcmai,s open for at least 10 seconds. PACE 2 )DRINKING FOUNTAINS (SEC. 5-1507, 2-511) The drinking fountain shall be a minimum of IS inches in depth and there shall be clear and unob-structed spaces under the drinking fountain not less than 27 inches in height and 18 inches in depth, the depth measurements being taken from the front edge of the fountain. A side approach drinking fountain is not acceptable. The bubbler shall be activated by a control which is easily operated by a handicapped person such as a hand-operated lever type control located within 6 inches of the front of the fountain, a push bar control along the front of the drinking fountain. etc. The bubbler outlet orifice shall be located within 6 inches of the front of the drinking fountain and shall be within 36 inches of the floor. The water stream from the bubbler shall be substantially parallel to the front edge of the drinking fountain. Where water fountains are provided, they shall be located completely within alcoves, or otherwise positioned so as not to encroach into pedestrian ways. 01 QpORS & HARDWARE (SEC. 2-3301, 3304) 1 A II primary entrances to buildings shall be made accessible to the handicapped, (27 Hand activated door opening hardware shall be centered between 30 inches and 44 inches above the floor. Latching and locking doors that are hand acti- vated and which are in a path of travel, shall be oper- able with a single effort by lever type hardware, by panic bars, push-pull activating bars, or other hard- ware designed to provide passage without requiring the ability to grasp the opening hardware. Locked exit doors shall operate as above in egress direction. Doors to individual hotel or motel units shall oper- ate similarly, except that when bolt and unlatching operation is key operated from corridor or exterior side of unit door, large bow keys (2 inch) full bow or 1% inch (half bow) shall be provided in lieu of lever type hardware on the corridor side. Separate dead lock activation on room side of corridor doors in hotels or motels shall have lever handle or large thumb turn in an easily reached location. ,1?'Width and Heights. 1. Every required exit doorway shall be of a size as to permit the installation of a door not less than 3 feet in width and not less than 6 feet, 8 inches in height. When installed in exit doorways, exit doors shall be capable of opening at least 90 degrees and shall be so mounted that the clear width of the exitway is not less than 32 inches. For hinged doors, the opening width shall be mea- sured with the door positioned at an angle of 90 degrees from its closed position. At least one of a pair of doors shall meet this opening width require- merit. Revolving doors shall not be used as a required entrance for the physically handicapped. Maximum effort to operate doors shall not exceed 8.5 pounds for exterior doors and 5 pounds for interior doors, such pull or push effort being applied at right angles to hinged doors and at the center plane of sliding or folding doors. Compensating devices or automatic door operators may be utilized to meet the above standards. When fire doors are required, the maximum effort to operate the door may be increased not to exceed 15 pounds. Q Construction. The bottom 10 inches of all doors except automatic and sliding shall have a smooth uninterrupted surface to allow the door to be opened by a wheelchair footrest without creating a trap or hazardous condition. Where oarrow frame doors are used, a 10 inch high smooth panel shall be installed on the push side of the door, which will allow the door to be opened by a wheelchair footrest without creating a trap or hazardous condition. (Djhresholds shall not exceed 16 inch in height. Where turnstiles are used a door or gate that is accessible to the handicapped shall be provided within 30 fret. (there shall be a level clear are, on each side of an exit or passage door. Provide 60 inches clear in the direction of the door swing and U inches on the side opposite the door swing direction. Measurements are to be at right angles to the closed door. 102385 'PACE 3 The width of the required level area on the side into which the door swings shall extend 24 inches past the strike edge for exterior doors and 18 inches past the strike edge for interior doors. The space between two consecutive door openings in a vestibule serving other than a required exit stairway shall provide a minimum of 48 inches of clear space from any door opening into the vestibule when the door is open 900 Doors into a vestibule shall swing in the same direc- tion or they both shall swing away from the vestibule. - CORRIDORS AM EXIT eALcosfics (,SEC. 2-3305) 1. Corridors that exceed 200 feet in length shall: Have a minimum clear width of 60 inches; Have at a central location, a 60 inch a 60 inch isiniiraam wheelchair turning/passing space; or Have at a central location, an Intervening cross corridor (minimum 44) or Have at a central location, an openable door which provides complying access to an area adjacent to the corridor. (9 STAIRWAYS (SEC. ' 2-3306) )C. Handrails shall extend a minimum of 12 inches beyond the top nosing and 12 inches plus the tread width beyond the bottom nosing. dl. The handgrip portion of handrails shall be not less than 1-1/4 inches nor more than 2 inches in cross-sectional dimension or the shape shall provide an equivalent gripping surface and shall have a smooth surface with no sharo corners. (2) The upper approach and the lower treed of each interior stair and every tread of exterior stairs shall be marked by a strip of clearly con- treating color, at least 2 inches wide, placed parallel to, and not more than 1 inch from the nose of the step or landing to alert the visually Impaired. (Applies to stairs with 2 or more risers) Open stairways are not permitted. Risers shall be sufficiently solid to prevent the passage of objects larger than 1/4 inch. Treed surfaces shall be slip-resistant and shall have smooth, rounded or chamfered exposed edges. The lower front edge shall be beveled or rounded. Nosing shell not project more than 1-1/2 inch pest the face of the riser below. (} RAMPS (SEC.,2-3307) The slope of a ramp shall not exceed lan 12. () The top landings on a ramp must be at least 60 inches in depth. ,Z If a door swings onto a top landing the landing depth shall be not less than 42 inches plus the width of the door. The top landing shall have a width not less than its depth. The top landing shall extend not less than 24 inches beyond the strike side of the door at exterior ramps and 18 inches at interior ramps. (3) The bottom landing shall be not less than 72 inches deep. Intermediate landings Shall be provided at turns and whenever the change in level exceeds 30 inches. Intermediate landings on straight ramps shall have a depth of not less than 5'O". Intermediate landings on ramps that turn greater than 30 degrees shall be not less than 6 feet in depth. Ramps shall be not less than 4 feet wide. Ramps serving a primary entrance for an occupant load of 300 or more shall be not less than 5 feet (137 Handrail, shall be placed on each side of each ramp and shall extend 12 inches beyond the top and bottom of the ramp. Surfaces of ramps shall be slip resistant. N ELEVATORS (SEC. 2-5103) At least one elevator shall ham, a .ina in- side car platform of 6 feet 8 Inches w i de by 4 feet 3 inches deep with a ainixia, clear opening width of 42 inches in buildings more than three stories in height and in all building, where elevators are required. 2. Passenger elevators in buildings other than those required in No. 1 above and serving an occupant load of more than 50 shall have a minimum inside car platform of 5 feet 8 inches wide by 4 feet 3 inches deep. Doors shall be 3 feet clear aide elide-type. Passenger elevators in buildings other than those required in No. 1 above and serving an occupant load of less than SO shall have a minimum inside car platform of 4 feet 6 inches wide by 4 feet 6 Inches deep. The door opening shall be at least 2 feet 8 inches clear width. All passenger elevators shall have handrail lo- cated 2 feet 6 inches to 2 feet 10 inches above the car platform. Elevator car operation buttons need to be with-in reach of wheelchair users and of a type that blind or partially sighted persona can identify as required by Section 2-5103(m) - Wheelchair lifts shall comply with Sec.2-5106 )l(REFUCE AREAS (SEC. 2-3303 )(FIRE MARSHAL RECLLATED OCCUPANCIES) - 1. Every multi-story building where access is pro- vided for the physically handicapped shall have designated (signed) rooms or areas on each floor to provide safe refuge for the handicapped. -. -. Refuge areas are not required on stories opening to grade or with ramps to grade or in stories used only as service basements or only for park- ing. ,/TELZPTOES (SEC. 2-511) 1. General. If public telepithnes are provided, they shall comply with Section 2-511(d) ELECTRICAL. (3) Electrical receptacles (15, 20 and 30 ms) shell be at least 12 inches above the floor.' Section 3-210-50(e) cP Switches and controls for lights, appliances, cooling, heating and ventilating equipment shell be not less than 3 feet nor more than 4 feet above the floor. Section 3-380-8 (c) fire alarm initiating devices shall be 48 inches above the floor, ground or sidewalk. Section 3-760-8.1 SPECIFIC OCCUPANCY REQUIREMENTS Chapters 2-6 through 2-14 have specific occupancy requirements for access in addition to the general requirements listed above. Provide notes and do- tails to comply with_____________________________ 102385 Dates 3-.25-9. Jurisdiction a1R.5&4 Prepared bys •E3 Bldg. Dept. Re' VALUATION AND PLAN CHECK FEE Esgi]. PLAN CHECK NO. t' - /17 BUILDING ADDRESS -ZI'/ P,?LoH PIPOE7 eD. APPLICANT/CONTACT k,4) Cue 7iS PHONE NO. _ 3 —S2.S7 BUILDING OCCUPANCY - I3 -Z. DESIGNER PHONE____________ TYPE OF CONSTRUCTION.11i— IHZ CONTRACTOR PHONE__________ BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE - OfPid 3/- SO -6-1-00 Air ConditioninE Commercial 550 @ 740 Residential Res. or Comm. Fire Sprinklers -, @ /, 50. Lc/, g'2s Total Value • 0 1, /0 6 115 Fee Adjusted To Reflect DEnergy Regulations (Fee x 1.1) 0 Handicapped Regulations (Fee x 1.065) Building Permit Fee. $_0 • 0 4 0,5 - Plan Check Fee • $ 224A33' C0HN(NTS 8/4/82 / PLAN CHECK NUMBER /7ADDREESS 4( DATE PLANNING SCHOOL FEES: SAN DIEGUITO ENCINITAS N CARLSBAD SAN MARCOS SETBACKS: FRONT SIDE REAR - DISCRETIONARY ACTIONS: REDEVELOPMENT PERMIT REQUIRED:______________________________________________________ LANDSCAPE PLAN COMMENTS:__________________________________________________ u ENVIRONMENTAL REQUIRED:_____________________________________________________________ w ADDITIONAL OK TO ISSUE:(C - DATE:___________ ENGINEERING 0 LEGAL DESCRIPTION VERIFIED?, APN CHECKED? 4LQ- - P.F.F.:JQJ.p,LJJJJLII 0 PARK-IN-LIEU QUADRANT: , FEE PER UNIT: - TRAFFIC IMPACT FEE PER EASEMENTS: DRIVEWAY: S IMPROVEMENTS cQtjo, y. 232-Co FIELD CHECK DATE--.- INITIALS: -- E.D.U. :_J9 _- EWER:-- LATERAL: INDUSTRIAL WASTE PERMIT: /AtQ, GRADING PERMIT:2wQZ2,P-2.37G_ 2-4 -7 -- ________________________ _GRADING COMPLETION CERTIFIED:.4 DRAINAGE: 2i1..- 2'4A ADDITIONAL COMMENTS: OK TO ISSUE: - DPD2:DPD6:01/86 DATE: S S 1200 ELM AVENUE CARLSBAD, CA 92008-1989 TELEPHONE (619) 438-5523 (Ltitp of (Etartbab FIRE DEPARTMENT PLAN CHECK REPORT PAGE 1 OF _L APPROVED DISAPPROVED PLAN CHECK# PROJECT AJiv Tra 117 ADDRESS .Q/I PAt'to APsv-r I(\. ARCHITECT 441201C 0,141c"14-11 (;rfv-k^ ADDRESS '10/ zJ4tcr .4 cr PHONE OWNER c.fAAA TrA!AmAlM ADDRESS ThL/I PAD PHONE OCCUPANCY ___________ CONST. i'.—! 1-1A TOTAL SQ. FT. 71 fl'/' STORIES çSPRINKLERED OTENANT IMP. APPROVAL OF PLANS IS PREDICATED ON CONFORMING TO THE FOLLOWING CONDITIONS AND/OR MAKING THE FOLLOWING CORRECTIONS: PLANS, SPECIFICATIONS, AND PERMITS Provide one copy of: floor plan(s); site plan; sheets Provide two site plans showing the location of all existing fire hydrants within 200 feet of the project. Provide specifications for the following: X4. Permits are required for the installation of all fire protection systems (sprinklers, stand pipes, dry chemical, halon, CO2, alarms, hydrants). Plan must be approved by the fire department prior to installation. 5. The business owner shall complete a building information letter and return it to the fire department. FIRE PROTECTION SYSTEMS AND EQUIPMENT —:-7 The following fire protection systems are required: [Automatic fire sprinklers (Design Criteria: A/fA4 (1J £4. i...4APA4"V\\ Dry Chemical, Halon, CO2 (Location: Stand Pipes (Type: Fire Alarm (Type/Location: Fire Extinguisher Requirements: E@' One 2A rated ABC extinguisher for each I.()( sq. ft. or portion thereof with a travel distance to the nearest extinguisher not to exceed 75 feet of travel. An extinguisher with a minimum rating of ________ to be located: Other: 8. Additional fire hydrant(s) shall be provided EXITS .....L.. 9. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. ...10. A sign stating, "This door to remain unlocked during business hours" shall be placed above the main exit and doors i jJL..i ,AUuAr.#-s fnfI4-c EXIT signs (6" x 3/4" letters) shall be placed over all required exilts and directional signs located as necessary to clearly indicate the location of exit doors. GENERAL Storage, dispensing or use of any flammable or combustible liquids, flammable liquids, flammable gases and hazardous chemicals shall comply with Uniform Fire Code. Building(s) not approved for high piled combustible stock. Storage in closely packed piles shall not exceed 15 feet in height, 12 feet on pallets or in racks and 6 feet for tires, plastics and some flammable liquids. If high stock pil- ing is to be done, comply with Uniform Fire Code, Article 81. Additional Requirements. icfl (itf oa q CrAf' 4O1 ii-,r A cTFT Comply, with regulations on attached sheet(s). - Plan Examiner Date Report mailed to architect _______ Met with Attach to Plans JOB No. ZOI•Z ATKINSON1 JOHNSON 't SPURRI ER, INC. CONSULTING ENGINEERS DATE 3/, (S) STRUCTURAL CALCULATIONS FOR . •. GiV AHAN1 IFT4'iATIONAL ornc.. uii .- P-IAE it Lit . . . 6AL CLA7, tOP-NIiA . CONTENTS ITEM . . SHEET N9 C4ANC.,EOH PHASE! *P-Sfl .. COP1' LTTE t...ior S •. :1 - I tu AVtr( •LOW' .. .I ,.•.__••_•.____ 5: 00F VrAMN Ri —ZO pu'o F-AMIf4( "5 ......... .... ... ............ - C0LL1MN6 54EA TAP COI N3CTiOv-S 0LUWUA1 ........... L3 Ic t kD ui AALANALXt' Li _LGr iri.JQPWA (..L]-..L-i)...................... ............. I'uO P--L iM. sI POR. PiM . LIi-icD (LI-&-L32-) . ., [u.. IL FIN4ALrRME- At-.AL111; 4 _5-w coMri.i -R. flN1OU11 ?OL1Nt2ATIDN'' - - - _------_---I -iI—_ •- MI9LOL . 5. •P . . .. . DESIGN DATA . .. .M.H-Mit LOCATION OF JOB :,L6A',s-A.It 'BOILDIN:GCODE I1 ue'c.4-AISC _I1ION4 CLI ENT . F. L.HOPE.4 ,ssoc.q ,z_vc_ ,STRUCTURAL ELEMENTS DESIGNED BY OTHERS ANCHOA-O uIrMN-r ........................ MATERIALS •. • TL STEEL ASTII 14.3, , TU A5TMA50I 5 HtHsT.OLTS _A2y.rAc.HiHE_OLTMo1,Ht1-tT.AHcHO-OL-1A44-1. C.OHC, 3c2Oop.I •, Z -INF. 6r 0. & O . SOIL RlL r~ooer_r S Au 1 . S • • • . :. .. ' ,' S . • I. .5 'S ~9- JOB NAME ATKINSON. JOHNSON & SPURRIER. INC ra BY Afa - CONSULTING ENGINEERS SHT._ O___________ DATE/ JOB NO._320/4 V1 ,-7'/'. /,/e /dce o '7q zlec k.ell IS 79 ilC /4/,'7d LOGId ii// 7PC : The ,Eeise ZL7 I /od cp'd e/$g,)oc /4?4, ._J• • • • • JOB NAME S ATKINSON. JOHNSON & SPURRIER. INC. SHT _____OF__________ __ DATE_ 21,6 6 ________ I BY CONSULTING ENGINEERS JOB NO. 322/'4 - .:,QeV1 4?b C~Illoevawla Aar c&A. 5'/S,'79/C c ,de,'v,'s ('e: 2P cvsed I Cc,,') sei-'A) h/e/g cd at/,%ais a4c Al' d'ce 7/7, of pr e 4) (94j 2/20 y/=.2Max /3 H, S. • 4' / or ce'/ir)y Ilzie ao4'sis 7e /4io,ce '// /S . Chev e Se/$.iz?,C. d,Zfr5/5. 72n'i/ ,ea4c,Dh ,, i755 ye/s172'c /982f 7172, - ierei,c f4ec e a e - . /'2 3e/qic4k, 'es - '. . ii:'. .L :.: . ' . . .4-, . ................. ., ........ . LI. 11 S .. •• - -- ----_ --- ------ ------ S , ,.. . .5 • .: '... ... ... - --_ _ 4 I ui. S 5 j S • • , i ft I I' JOB NAME 55n2AHPH 3z ATKINSON. JOHNSON & SPURRIER. INC. SHY. OF__________ CONSULTING ENGINEERS DATE_______________ BY JOB No. 2-b JIOLOA2 . (Li ic.-&2 ,II_I) .;iL . go 41 C. WAI4.- -- - l Lr ... .ft... F2 f7 - ...P't ) IZ4 Y - Li . . ... F. iL4 10 ,.. ..- .. . ...................-.- ... ...- -.*-..-- H LWu-4P.4-. ...............-- -,. ... wu.4c' - fl4 I - &iJ- 175 . .. ....... .:......................,.,-., ,.,. .L WIND. .: ............ -- 4-1'i'1Ic (.FrZ')1 E.l6nt4L C4L1: tT L_Lj) I - - __4_i 4.l4-1Ic- oVt45 rei5 142E 4' DtIFT I-ii 4 to r JOB NAME_e5hEAHAIA ATKINSON. JOHNSON & SPURRIER. INC. SHT. OF__________ __ CONSULTING ENGINEERS DATE_ ___________ BY . JOB NO._____________ L.i4-i L- ,,IpI s_ 1p (i .; . ". ....... x W- Io c r . . . .. . . — r--° &W . .................................. Uc11 6rop.i 2-I2. () - —I) - - - - o .._j. .......I...! . . S S S -P- -_--- - L - -H................ .,. . .. S S-I ...S .... . . . . . S . IJ, 7T17 F S S S I3 . S L•- '55 . IL WS .......................: ..................S ru ATKINSON, JOHNSON & SPURRIER, INC T. G. ATINS0N CONSULTING ENGINEERS H. JOHNSON C. SPURRIER . . " ' 4121 NAPIER STREET BIGGERS SAN DIEGO, CALIFORNIA 92110 PVWH.MAGEE (619)275.1530 13 April 1983 Hope Consulting Group 401 West "A'! Street, Suite 500 San Diego, CA ;' 92112 Attention: Mr. Gerald Brewer Subject: Graham Internationa]' Phasf II I Dear Jerry, The Phase I and Phase II buildings are esentially identical. A few minor changes have occurred that have had a very small im- pact on the structural design. The changes that affect, the.. I" structural design are: , The governing code for Phase II is the 1979 UBC versus the 1976 UBC Used for Phase I. Permissible floor live load reductions are less under the 1979 tJBC. (section 2306). For the typical floor beam spaced at 10' O.C., the increased floor live load amounted to approximately 6 psf. This had an effect on some typical beam sizes, interior column sizes, base plates and spread footings. The 8th Edition of the AISC Manual of Steel Construction is the reference source for, the 1979 UBC as compared to the 7th Edition for the 1976 UBC. The requirements for steel base plate design has changed significantly. The change usually results in a thicker base plate for con- formance with the new requirements. It was necessary to increase .' the thickness of the interior column base plate. Beam connection shear tabs have also been recheck- ed for block shear requirements. 1of3 UBC formula (12-8) for determining required lateral loads for parts or portions of the building no longer contains the "S" factor, therefore, prescribed loading is less re- strictive. There will, however, beno down-grading of the original seismic design as a result of this change. The composite beams were initially redesigned, at the con- tractor's request, for an unshored condition with a pre- scribed rolled-in camber. (Some redesign was already re- quired as a result of item 2 above). Since then, the thinking changed 'back to shored construction for better control on attaining a level floor. The same 'unshored beam design has been retained, but the required .-cambers have been removed. The changed beam design will be bene- ficial from the standpoint .of improved vibration charac- teristics for transient vibrations. Difference in total dead load was insignificant and was mostly off-set by re- moval of, perimeter channels. At the steel fabricator's request, all bolted connections will use 3/4" A325X bolts throughout. Connection capacity will significantly increase in all cases above that pro- vided for Phase I which employed high strength bolts (A325F) at the rigid frames and machine bolts (A307) for simple beam connections. The plan dimension for the screen enclosed roof area has reduced in size. The total perimeter length of roof screen for Phase II is only 180 lineal feet as compared to 300 lineal feet 'for Phase I. The height of roof screen for Phase II is slightly higher which required a change in size for some roof screen members for the prescribed wind loading. 'There was a net reduced weight on the roof from the roof. screen. 8'. The roof mechanical equipment has changed. The number of individual units on the roof has substantially decreased , and the type of structural support has changed., The Phase II mechanical units are on concrete pads, therefore, in localized areas the roof deck has been replaced with the 3" floor decking with a standard, reinforced, hard rock, concrete fill. There has been a net increase in mass tr i- butary to the roof but the overall effect on seismic load- ing was insignificant (less than 3% increase in base shear).,: The localized incré,asê in weight required an in- crease-'in a few roof beams. Also, along with other effects, it was necessary to increase the interior column sizes. 2of3 The large mechanical openings in floors and roof that occurred for Phase I have been deleted for Phase TI con- struction. At the steel fabricator's option, the permissible splice in the rigid frame columns was deleted and the larger column sizes were used full height. This resulted in a slightly stiffer frame which would slightly increase the required base shear but improves the interstory drift characteristics. Drift criteria had governed size of rigid frame members and stress ratio was very low, therefore, the optional change was structurally. beneficial. A recheck of the slightly stiffer frames was made on a mini-computer. Actual deflection would be about 5% greater than indicated by the results since the mini- computer program does not include shear deformation. • The above includes, to the best of my knowledge, all changes that would have an effect on the structural design. If there are any questions in this regard, please do not hesitate to call. f Hf :11 7 e /0 27 w/77q.c e7,I -e Q/ - II IF, J. I - I_I_I l l I I I e Qor///79 'ck 4'o 1 e'/ ci2qed '&s/r%/ c-vto ' 741(v4 I I it-a1 's 10 d's des77, ce ' q/J /,1e i I I /ood — I IA. I /,7CPa Ô( I :1 1.1.1 .3-';e '/w,ir - -- 71 - tt9C71?O' .... .! - L_1__!. I 5 /7 "' 'I f.- idsria ~ — T ,o ôeom D,i,' 74e 3I,7Le/ )0r i J. g2S h04ol 10 ie.c1e4i ,e iSo-i if 7c77,J y? A7$ — -- -- I /264'c 6e,i s/7L/akI /1' L, c' I / 7I•_ c? /-3'//eQ'J I C T,'7 - I' Cte er Id, fel7j , o'qS 4e ec/o (47 4/7' JOB NAME_C7/-7%gn7 ,1/er,l/,avlATKINSQN JOHNSON & SPURRIER. INC. SHT._OF________ - DATE_________ BY El . CONSULTING ENGINEERS 2 JOB NO 0/i 100f/e e,2/i%45 cie<- 4 j"r :/ ,val co(2~e/4 all 1 /he reAce Owl /oc4 edo,toe's vS', cernPc, - /,w& - - I /,c/eose -I LIA base /4 ,'4e /pccrn I 7 /'c/;& OilQs c/,',x/es //2C,Z9Q$' /'7 re1 00 - I s4erJ / 74/i ?;5c7t, 2e - - - - I '/ cxce enca ,,oJqye - /7//7ys /2 /)LC - ee47/e'd I I /fl/ae237fr-4/c/D4f F, .13 .5,6 %te de ziqi' ôd SMac 7b 'C 7'/2c 1L, -: i . : I.; ........_.;........._:, .!.......-. '1 JOB NAME_C,-7I /e/iiW ,'Y7e7e BYJ ATKINSON, JOHNSON & SPURRIER, INC. CONSULTING ENGINEERS SHT. OF - DATE JOB NO._ 1O/' .. JOB NAME _G/?//7,J? /4/er ,,w' ;2 44e BY L c• I .../ ATKINSON, JOHNSON & SPURRIER. INC. CONSULTING ENGINEERS SHT.61_OF__________ DATE JOB.NO.10/'2.. 1 4 H H 4 4- I A old psI /i± L H L.;H.; cchie.'e :.g/Oe• .L. 1 III . ,•Ii 7k 7k q+ Meck' I kn+LL- - _____ .. . 2 - I 4 - .....-.........J_L_.L.'. ...L. L)...L. .. - _.. k1e/ 'ec/i IA'l,$C 4 C NecA'/— - 2 UL 1 la .a. H To'f'e/S Ii I I I 11 (o 11V 11)-VP- - $i,ø/i d 4 , - I I - /J/,? 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P 1.6?- a 2 8. 114666667 205. 719:3333. .3641507.641 . /•... ..'A t .•;•, - lei Mial liii 4..., c.k- ,14 ill I III ii ii 111ft -'---r--'- T- 114 -' . 7. L. 0. 46 - 29000000. -99. 75 P -99.75 i 9975 H --49.88 . -99.75 -. 99. 75 •-.(: ,-99;75:'I... •: 0.583. '*:.: .j 1. 16T. .. •': 1. 75... 2 333.:.. i .... .!.•••i 4.667 5.25?.- 5.833 6.417 :•- 35.: - .000000000iH:: vx. 232. 75496 ; MX .1214015317 :. 49.8?.................. RL 49R7 JOB NAME_ ATKINSON. JOHNSON & SPURRIER. INC; SHT. A OF________ DATE____________ — CONSULTING ENGINEERS BY (L JOB NO._3Zal' z I I . 1 4 I . .. . I _..i... ]j l 1 f ... r- Z.#!r . .l LL_ ..I ;....L .. Fé ... I.... - '.1 WZI.2L H ii *L: .I. P4J3 Mo&iFAr1 , 4 Wix • 3 .) • . .; ..LL I. ....I.. ._. ... .....I III j.7 .1 - II j4LIF ' iiL T(I oI4- ______ I .,i • - ______ • Vo I -: - . ,IN aL H; 2Li i .}.W I, . -: J 90 • • L./ .. .j.i.cFB-4 \....,.cc. I-L. 0 • 117 i 90 •_:_ II ;A,...._.i!1 I\. ,;. I _V_V for....:QOI.: V. !O .7Fi .i!t "It 4' . a -. -H • 0. I. J._.I_ _'__ II - II I I .. • _k!F L. iILI. j• .• L I I I i• I : I- I .-;. — i .1 -I•• 17 • IL 1 II H 1 '.i_ I . .I j._I_! .........•...•- i_V__I. __'_ . I ..... I I. P I . __I__!_._I V!..!. V.- __!VV •..._! I. ..I •. 1 . 1._I 4 .1. ._... I I I I I 1 I I I I I ; I • I * I 1 ''Ii Ii III flt t illi It III •, . 1iIIiI TII:J ItI Z LLfr-ii _LIiLE- JL i LL.L Ji_L!J.. LtJ_LL I I • LL. 1 1.1 I I 'iii - I. I _J. • j. I ..L_L J-I . [_LVy_,I.1 ZO) .1 ' 3 !_lYL lo ! )a<.c4. •r)Lijj .1_i...) h_i. ,. ........H ifL IHIII 1,1111 HIll1 H'I lit . Hill; 4 I I I Li . • I I I H I Li I . I I I I I ...E _Li_ W I3J_ SZ 1 LLL .LL' . LLL L.LLLL Ii 11$ I IiIII hill Il1I I;IIIII P I V'1../$x3 'I III IIIIIIIII:I I • II '7t 11 ./f'iI)(44 '1_' 1 I11 _L_.1.I iI.L_.L - .. . II.I__.II ..............J.L..i. J..t_.I._.L:_iI _I V • • ::, • V JOB NAME AHH NtEH1L ATKINSON. JOHNSON & SPURRIER. INC. SHY. A_-t o_________ PHAE . . DATE - CONSULTING ENGINEERS . BY 61 _. . . JOB NO. Tir SPAN WIVIH i&-o IN LDA2 (upE.RIMpo-P) ¶olLeT 1N 2OpF PtJ 20 rr- . soP LL60rP Ljpri 5; HOJF* NOV E&IJIrE' Concrete Weight = 110 pcf N=14 Concrete Strength (f'c) = 3000 psi Slab Width = 12 in. Concrete Slab Thickness, t (in.) 2.0 2.5 3 3.25 4.1875 Dead Load (psf) 34.6 39.1 43.7 46 54.6 VR Lbs. 1953 2113 2290 2384 2756 4.763 6.093 7.648 8.512 12.270 Scc 2.824 3.322 3.875 4.171 5.384 S 1.630 1.866 1.988 2.464 u 2 zIMpo1' tOAt7I!..16 19 101AL L-OAt7H- MII'iU4 WI. OF 6A 3"-QL-99-20 1.407 bc TOTAL SUPERIMPOSED LOAD, POUNDS. PER SQUARE FOOT 36 Span Feet Concrete Slab Thickness, t (in.) 2.0 2.5 3 3.25 1 4.1875 9.25 95 975 10.25 197 * 184 .* 173 * 162 * 153 *143 229 . * 214 *201 263 * 247 * 228 *209 280 * 256 * 234 *214 *309 * 280 * 253 * 228 * 205 **258 * 189 * 178 *166 * 191 *175 *196 *179 fl.AC.EMENt-111H. O1L AN 60M9I1ON. Denotes shoring required on simple spans, no shoring on multiple spans. ** Denotes shoring required on simple and 2-span conditions only. ** Denotes shoring required on all span conditions. S. S For use of design loads in excess of 200 psf (above horizontal line) see note6o page 8. SECTION PROPERTIES Steel Unit Only Is .913 ()St .561 (+) Sb =.566 (—)St =.594 C-) Sb =.486 IS JOB NAME CgRAHAH NRN'L ATKINSON, JOHNSON & SPURRIER, INC. PHAE By 1t CONSULTING ENGINEERS SHT._A-'OF________ DATE JOB NO. c1-2oR P.l- vIc i I ' o I - I mui 1' I ACHif''ç I N- g.INF'rTT) I - IIN JM r.t C : I a'ooc7 3. s-5 ri z7 I I - - -t z I j I =/671 45 -. ...............! t5c'tL1 U4I I .._! -/ZO.?W2o WWP I I I ij - N) - P 10-0 AN C Y INT-II :.:' ONPI1I( .!-: - i J-i. I M = LL )' I /0 w6, o_j_ I z - - '4," to 1 - c'L P- /j c7 -4- ut - x 6,orc - !1 / Mt.. 0i ' = / Il I. ' r Ir I! :11 Cc OF '1: IN PM I I .•''• i ao4xJ i••. F,t(.E - 110I I HW ;:.:!II 4,6io' ! ..... i ............... ./z.000 :11:1 I - R0VI 4 H DAL45= A I I I I Ole" Iry y /i 0. 4"d E JOB NAME_RPiHM ATKINSON, JOHNSON & SPURRIER. INC. SHY. _A-4 OF F314se 31 ________ DATE 3& CONSULTING ENGINEERS BY__ JOB NO._320hz p:[g- - I M p. I I I : . . jill. I I _ . ... : I _i I I :.: 4 I I : . 4 e 54 &'T&,jcso,..J' ii.. •1 :.: I c I i-I Theo#4 qQt. I I CLJroi9 I FOR - I cycpi - .. ....... ....... O.SC.475x4.'b ........... ..: :...: I F0 I?- [ori Th I M 'FL I C LJ' - .........!. I 1VIAL P : ............1.. zoZ LL' - ::i5Z41 i! '.F'T 6431 /Z 7740 -- _L_1iO0 _:-M_• 4'i zo'/.1- y, 1:- . ,. C pii'. • . . . .,. .:!: : 1: ., . ... Ylor4l IN I1 I A(. 'cI0 I I_I I I I UIVALS .&z.-,qb M - :/3a-.;:. jLAj I 45t I I 4 - ....... :1 447XiO - 'O'ITIY . 1dOt4 .: :,. : ( j 2O,4. ,, •• ...... : fr ! . I ---I- I I OZ.4' - - I I I C r OF PJ - I 56 - I I b13 Ae'v I IT1 I I r V- 7 I iA/ '300- .1 4f a (1 L ................. 7o144 —(37 I - - _I 4IO&cibo - F '7?'3" 7oZ4 (4 7 - ( c2'V7 D ,vtEr PA* F- JOB NAME_&AHAM H1N1L- rHA4 it BY ATKINSON, JOHNSON & SPURRIER, INC. CONSULTING ENGINEERS SHT._AOF________ DATE 3/83 JOB No. ______________ o P- C&oi') I I I I - . A -7!*!:- I !._.,.! ol : : ' I - 14v9 I 47 '7&i'fr 2'l ,l,7,o iOb' .ki , /3 4 61-10, I 11 _____ I, : .. _:. I. ° 3. m -' HCA IV rIo4E( - - PPWIH — -- I oz—_ - • I (••%)• . .........: I •(= !I,8.: . • . I L4cL.....2.. I ______ Ll I ; .. : '•:.. : :; : ...... J. 6) : 2. &v."......: - I I 0:' L7 Jr ..!_ 1 .. .!. fC_1IV — fail I I S'2' I I - I_7•1c.o I (/f(/bO'3) -77. I .:i7.o:?-7.7.,i I itI I [] JOB NAME • ATKINSON, -JOHNSON & SPURRIER. INC. SHT._A -oF -- CONSULTING ENGINEERS DATE BY_________________________ JOB NO.__________ [-7- P-' L(ZoNT P) LI, .J. Ji I .LLLLL L.___J ' •. HI LWLL i_I I i*.±tL . L-.-- jjj H I .._r . . 1.,.. HH • : . . . . . I ,....14.tl I I• I ..I.._.H. I LI Li ....i. I I I.!. ,wL i : • . I . . . : . . .-. 1 . ... - : I LJIL I I 'INTO LQUIVAL ri k-1L O MO!-.E CDNR.VMiV i•.jI ; I' :;I il I -- I, 10 1I1I.4i. 7 oil: - ........... - LF • .:. - , .'!' .1 ,0b.- '.ç2. L LOP.J4 'I,.I . z' . .: ... . .. LI.:j HIH H .. • Hfl ..:H. LL L. H H H .I;:.. I__I. ...1 _.f . - . 1.-- • . I f__i. 4 I . t r I . ...__I....I i I ...............4 '.4 I I 11 I...._T•J I i ...I . I . .L I I- . I . f•_ 1 II H -- I H - LJ 1L - -•...i'm H --------- H _____ I I I . I, _...i.. I , II . .J. if I I JI'I I1 I 1 1 I I 1 4 I II I I j • .4..: I -II.. II Il JOB NAME_TAKAM '_ ATKINSON. JOHNSON & SPURRIER. INC. SHT.A-7 OF_________ iHPr' DATE_______________ CONSULTING ENGINEERS BY___________________________ JOB NO._Zo1Z. 14 vRATiO)'-i CHAQA1i'i1'l.'2 0 ON.ZvAi lVfL.-1' Aui Mtt-4ft'lU V1M/. VALP I51 "— 'Mf'L 'fAt4 .0Wit-t- oNRV. PO - - 'AN p3eo'4a7o Yt 36.i1. 0.0/553 . to-o - - lE"7 = /3.7.3 cp' 0• IL Is rF .LDsoo 3oc7 ISO " 2.e704r4" IZ. x 71 c:o6, 1 1 x - Graph of Reduced Human Response For evaluation of walking vibration, on floors, based on heel-toe test or equivalent static load. bc IC Sc W11H1N 5LI(h1L-"( rcpn ja- 2C (Chart reproduced from "Final Report. Vibration of Steel Joist- Concrete Slab Floor Systems" by Kenneth H. Lenzen, Professor. Civil Engineering. The University of Kansas Center for Research In Engineering Science, Lawrence. Kansas.) Note that - calculations and graph. consider' a 170 to 300 lb. man on an 1/4 . effective slab width, However, no allowance is made for the damping effect of furniture, and little allowance for the partitions. Additionally, a wider effective width might also have been rationally chosen. Effective width only affects calculated defieclions, since the natural frequency Is a function of I/rn. The above is only a simple conservative approximation. More de- tailed analysis may show a lesser vibration. *"Partitions provide excellent damping for every type of partition used.' No annoying vibrations have been found due to human occupancy in a partitioned room. The damping from the partition- ing usua11'decreases the vibration so quickly that the human usually will not react to it. This includes all types of partitions in all locations. Partitions within 2' in From bearing to form a closet, have beesr'?und to totally absorb the energy of the vibration. Partial partitions 3' or 4' high have decreased vibration to a min- imal state. Partitions on the floor' below attached to the hung ceilings have damped the vibration of the floor above so that it is not a problem. Partitions parallel to the beam or joist floor system will decrease the vibration significantly as long as they are not spaced beyond the critical three floor beam spaces or the critical number of joists, which is usually about 25'." - From State of An Report No. 4, "Vibration of Floor Systems of Tall Buildings," by Kenneth H. Lenzen, Professor, Civil Engineering, University of Kansas, ASCE -IABSE International Conference, Technical Corn-, muticv No 17, p 39. August, 1912. I 2 4. I SIb 40 so too FREQUENCY — C.P.S. 0 JOB NAME_ ATKINSON, JOHNSON & SPURRIER. INC. SHT._A-oF________ CONSULTING ENGINEERS DATE____________ BY . - JOB NO._________ tONi 14WO .j.__;..J..... . I .41 I ST j...f__...1 '1.1. 1 ...... . .4 II .iT ---H J. I 1 [1111 LIrL I1 .1! U: U:ij} 1 .i I.. LLL LJ1I_ L L.L'.LLLLLJJJ :tLb:ft : t: .1L1_UIJ. J:4::1. J± H ±H-' H :L LI .Li - !_LL 1I i.LZ-12. Iii Lf. HI 44 JL.L _LL.L I 4444; L ..H_LL_LL 14 j.L L4.. LL 141 .JJJ LL ±JLL,LLH. I ii IItI L1 L ;L; LL.4.iL I II J H W6rF_ I J:L.L .L I4Jr 1:J:JH± L. 1 .2LL LIJLLL J±u:Li; 1 4, ._. V t.._....... __:_I.._....._1_.i._:I..__I; ...4....I.. ... • __ ' ) :H':L:k t± :1:4 Lp .LLLI '.LL I Li. i± I!-LJ .,J....I.LLLL_LI. ri: L1EtLL ft I ........1.i ft i :.: .ji. q;c4_(i IoZ)_l._~ //LJ 4.. .4 ii 41 iJ LJ.L. . D..ThL! I.J_.. L'..L, .LLL.1.J.. 4J_L.L_..........J.!. U .1 - 4 Li 1 .-.I•.-..- I 1 1 H t'..1 L...J.J L. '-I-•' .IHi HZI . -- 1 1 ui' — q j :44.,:H 1 Ii •I 4 I LL 16 j L I j:, l,j lI 4.'T Ii4 LLL 1 . 1 4L JJJ _I •I 1 1 I 1.JJ. :.LLL L J_11_iI_I_J. 1 i _L. 4.1 II IL 4_1 1: .... I LL I 41 17. ..H_I_(_LJ . IIH IT J..LHL I J+.LI.LI I I .. ................ II 411 L . IS 4..• LLLL. LI. H 1 H :q I 4 :ftLi : Ti H I . 1- J j1 I HI I I LL II Ji I' 4 i l H .4 I- . I • I 1 I .1 . I l I I I .44 -i • .......I i IlL 14Jj. .41LJ HII.H._H..44J.. 1 4-j_j444 44_I III 1141414 _LH..4Ii___1 , 41II44 i4.lI 114._I i:I I .LJJ_L _I.!4!tIi...4;!4.444 ._L.L..L...!...L!. I ;I:I I I 4 11 4._il .J._i_L_.L_LL.. itIi•iji LL..LI ' I._4.J'!. ..L!._!_LJ_L_L. • .L t - j ."TTi4;,,I4I }EE'i iIJI'i_'" +HE 4 I E 41: ..............., I4441 1:i J.. I U...,.. LL.JJ.LL...J.I I LJ.i.LI Ll _1 -1 1LLUJ 1.J.LJJJ. 4 . !..J.. LL JOB NAME. ATKINSON. JOHNSON SPURRIER. INC. T ____or_. f1ijv1t'- :11: DATE______________ CONSULTING ENGINEERS BY_________________________ JOB No. s - 6 A(iJ) U 0 N. A.0.51 — IJp2 (i 1) 0. . '. LIU - 14.00 _ • UNIFOMLY LOA?? 11.ss 60 S.I.MPL-E SVAN i-j• 15 RTL '' WMt'OSITE AM '0 57. HP (T-T. k) 'Vo 7' — -4' 1.:.b. 1.:' IO ' 9o' g ( co- 0, 44- E, c'. — 'rr (DJ') . f, :::. ZO" 10.31 IJ.JL 1-4 xio - 4q-c7 o.44/ 510.11 i, () H 5 • t, U 17.70 — () •U- F71/A L ( I7OIl Vh 19.C'S 1-IS-I — - Siy ___________ S 402. 41 '51 04 J7: (iT4-5'°) o. 4 -1 Jrr 7°%' jit- iir 5. 'i• - • 0 - _...... .:._•_ — -- 0•o Iv4(•' St-i; l0 ENT lF1CAT(Or '-I 0 ••• • - 0 - ç(sJ) UE W IS X .• 17. :37 - WITH 16 Y4 x 5Y" SHA CONNLTORS 0 1 bL is: — 0 • 1461. :3:3 N • • • i:. :36 .' S Ci. 5:3 A1,y. (IN) (''7e°7_"""O) 3' 3Ifl9/d' TT6:E:. t900 C' ii8 T !1 to ii oi:,ITT T fj::j. O 06t'L Ct99 'LT 6T tE:I:Ii:I '51 ?:E1,J Iq CICIIJIi o t ON c;A LI J. yqD/c1?Jfr' .10 Oo 7 p'ct'q. p'0 c77 ,O/ 170ç1g c -;'p' (Q'• so;aa t''4øi / 3?I I7 Y ç2i /5J?,f —5 'i' 2!' s +/U? —5 2 q/,'d7I/__ A//'//ciq 0/ 0 C 3/9 ici7i-,r 4;ioq 5 '1 ?/9 /C/?.2J2d /'V S '1 YY 0 rt/o/cdy i141 .Xoicf4.' yjc' aeiy (g)Ao ,c7 3Oa'?ö ,WYc/c/V ON tior 31 Va - JOQ1_7'INS 1111111101—p9m _______________iii•ura "w... IIHU1. __ r..u.miiidI I iiiII 50 fO • - 57 - Sè33NI9N3 ONI11flSN03 - • - -1 DNI .3Ieil8fldS 19 NOSNHOI '1OSNI)UV • fl'dVN nor 4 . S JOB NAME_ ATKINSON, JOHNSON & SPURRIER, INC. SHT._Ai' OF • DATE_______________ BY CONSULTING ENGINEERS I JOB No.'O/, 'Z LA5. '1 Wf-4QD7 'r "°' At ,'o,j r 4ies © • ... S S I - ilz25 fl. = gdr. may J . cIye fkn1e/ .... V- 1/2 0 ,'.s+7 ?rd ,6 • • • "2nd j 9?8 - - - ' - • ir et!c - g ?Fo 6 L L. J /7/•• - --S ---------- • - .. - • 2 • I n" r 56 • S I TVP _OV ///9476 Z/9 _ •H415a 1 -. • I • • . : • • L1I _ • : . • 2,22 61 S. S - •' • 4&/7c .• E _ • •f 04, AF j 1 • e • .---------- • • • /7/OLL 2?5# ']i 6/e I JOB NAME ATKINSON. JOHNSON & SPURRIER. INC CONSULTING ENGINEERS - BY SHT.AIiOF________ DATE JOB NO.9.'t '1. Hf 2,2"fl 7;-7 jrll~Y41 - O73rd T17 61 Id14:/2.25(.2) Z /87 415 Z S/a'h ,, " t' cik,) 6 28 5O ,'2.75 75,75 . .., I 17 .77t7 ,35 7,4h/) .... 6~ 75&" c:2i?if /7 ff 71 flh//) 7& / ' ,5k ......-. e, S. V = .. / 12 elif (IM -1~5) re, fic :37t7/ faLe ° : rnce rb/c 4 ero / L4 j y,) ,cô LJrde rs °160 (76 I /,ffr c/er,ZF1d I b e 5 0 8'cko1' 1 /a 4o ,4o'i C/i ecA is nec •t I .nd i (. : 117: L -. 19,17r - I 7,12 4— 0• N IL i JOB NAME_cQh %k''/ ATKINSON. JOHNSON & SPURRIER. INC. SHT.4/_OF_________ DATE_______________ ENGINEERS •1 BY CONSULTING JOB NO. Fool ____________ F-A 3 ,20 . 425 fr/7c4c1d ' 32 7 85f,3 ~Y,6Z - ) 1719 ____ . 8 Co/i. i.4' 75 Z - I • F - 1/5 f/4t5 2q/kJ 1112 72 ol • 01 r 0 ••- ... •:..., ...........•. :.,. . :::: ::..:.i. ,00 ;.: ::1:.. 0 0 •..,. . 0 0 • 0 0 •• . •0 0 . 0 • 0 1• • •. . .............. •.........................•0 0 )II O. jI: c':' - 6 (iN) 5 — k (10 (j 00 - A4 (ui) (ic/) 0. 20 — Jp2 (kftr) :3. 00 -'L (frr - e (ci) 9. 00 - 14. 00 - 28. 00 - JOB NAME_J\HAM I1N'L ATK(NSON. JOHNSON & SPURRIER. INC. SHI._A-.1OF. rHA 5 t 11 DATE______________ CONSULTING ENGINEERS •7r'i. BY JOB NO._- 55 7r 6 57 U'UFOMLYI LOA' 'SIMVL& SrAN COMPO.EITE I~FAM 7 11w. tp TtA. 7'5o= :o o.ff4( = 41 p'f P2 (W+)_is I,w, O.Z/I AJL - 47x7. I FL.lt-L- 0M'1 -j IPENTIFICATION J- Z LiE 'N L(xZ( WITH SHEAR CONNECTORS w/øx$ Fv. P2/i 8. 61 — RQ () 5.29 - 1-7,. 89 - RIL ) 42.61 —cm 61.59 — 104. 20 — H-1. M. .) 21. 30 , — '' -rr (,3) LI ( 7. 68 A 1. 1:10 t. () 3:3, 40 15. 69 15. 14 1009. 66 66 — y (IN,) 148. 4:3 0. 94 24 21.E.2• — N4c. frJ 13. 7 :375k 07 — ITr (IM') LI, 41 — (I) • 11.74 676. 52 — LT. .0. 5:3 1:1. 99 — 41 A.1 n JOB NAME_6KO,//7 /4i;4;;fr7(7 ATKINSON, JOHNSON & SPURRIER, INC. SHT. OF_________ DATE BVEJ CONSULTING ENGINEERS JOB NO._________ p • :"°'. -" • . • . - 27 3Z I H . ........ 7o ,2oc,,0" • (ell, aft 2 (23o/5) -q eff (z $0 e45 368/c,e7r 15y Pd', ,8!. __ 47 2C MOO ,k . : ........,.• . , ) . " 6 7, 43,5 • I 7 6,61 47, L s- Z1 V" (/0 8 //74 -1 7/ J77J-3?5J ) .. :i6, QS A7 9OJM /j/,_Q . 1_................-...•-.. s • 78 . . • • ec r~/-55L&I " ..................• .1 : ,cs .. q9' _J1(' 7 __i_____. ____ JOB NAME AM 1tsi14'I.- F'HA',r jt BY 6i- ATKINSON, JOHNSON & SPURRIER, INC. CONSULTING ENGINEERS SHT.A-/'OF - DATE JOB No. _ZO1'Z.. A ...f. I 9 ..i I I . 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COMP'O&ITE V,5AM . - 17. 40 RTL 4: = A,4 = 77I -3c 131 . — gO.&(:-1 ,)= b.3X .-L 100 013z . 2194 771 : j 1 9 7 = = 7 ,7 o.7 /M) = sic. 0 i L CMr1o 1T N ? ___ .Vi xi'(f FF '9: Co . _________ 11:12. 65 —6 Tr (,,;) PFF 10+4/4 8k io: : - 1Ff '74 of fiL 1-. 1:5 40 •- AAS() S :3 4 - IPEN-r1FI CATION EV,, - 48 U 'N iD x5 WITH lb 3/,) 11 Ut tr, (') SHEAR CONNECTORS • • . :J. •- 5. Fl. 4 - J&.r - .., ii ::ci • S S JOB NAME_£'rL?Ai1M-1 1Cl1-.g.$'1_ r-1A BY ATKINSON, JOHNSON.& SPURRIER, INC. CONSULTING ENGINEERS SHT.A_ICIOF -. DATE _ JOB __________ • . :. o: .'3O: iz.X . ' 4' L, xO.bt -7# ci) S7 1* 2-W 't I i&1 - t I U. (74', - 44) 72 5 1- 2..0' L.L. 440 C7,9 1 0. I--- I Iz I."3.1 ! '.._. I i 1. ._ tn) .F_; :• i5( 5L.5-t :....p.1 ')• . . ! !.. I ... : L...: 7-1,6 - I I I ••• I I 1 7 /5 & /4x 37 I - I l "j '8 I ! . . -"----- I 2.. 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DATE CONSULTING ENGINEERS BY • JOB No. _- S JOB NAME AHA-M ilflN'1_ ATKINSON, JOHNSON & SPURRIER, INC. SHT. &5 OF DATE______________ CONSULTING ENGINEERS BY _6jL_. . JOB No. 32o1.Z. 2*IIN 1,4XI AL. LOAP () . ..........:...,......_. i_I&34- 4111)1 (U, I . . 'l • I ,••i 1:I: __ 61TO3 I (II.•i(.i$L.;Li . .• - .. I - I 24 4! 1/ I , 1; - 1 III .LLJ.LL_) II _it2i 31 .. I I fl J1 i:4sT ior IH ..• I . 4b/ ,• it' 1, . I . 13 . • I, I . • .. - I I. ii i4ti 111L !L1LL I! I ii 75o I! Ii !.. 1. .1._ 5 10 1. & Ii C H) 1 ..! . I._I. A Ljwr . I ., u,Zl JOB.NAME_6,-QhQ/v 47M'2'/ ATKINSON. JOHNSON & SPURRIER. INC. CONSULTING ENGINEERS SHT. OF___________ DATE JOB NO._____________ co rR/7ZQY ( ) V 2fl V .1:D-3 lC1r 4.1 - V[V ll~Cl V144 V -• I j. I•tV • V V_I V DS/&V.4,(/,4€2 V L O4i) D Rr 3,08 L CO W67 0, 06 - .. I /8 /18q 6,0 / !III .,t/?_1; .... 0 4 - i. . 2'1 1182. 32,11 I Dsin 4 i 432I1Z - H I - 114 ki H22 Ak, r 1l.t V• P7 ChecL c0/~' VI 1 Ii .VI F 'V1V III 111111 j.I JOB NAME ATKINSON. 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JOHNSON & SPURRIER. INC. OF_________ DATE________________ CONSULTING ENGINEERS BY_____________________________ JOB NO._____________ -)rv1p44 •ri'9 t. w K7.R Cfr14T T IL jAE.r.T g.o1 -APi1 L.Wt PLU J4P.Lt-P L.L-. fr.. PL-f ;14 S ,7(Db.... 14 +sa -42 2 oNQt- wwwiewr Pus T° . AT e'4 rri - T}4J1.O Por. ía -1 .3'a' 1 L)S. LI.- -fA-76S4 -i LL - c = el c b 9g ok s c) . O - 4 , 40o • S - or. Wa Ap( ( - * JOB NAME_G/V/g//1 /// ATKINSON, JOHNSON & SPURRIER. INC. SHT. OF_________ DATE BY. CONSULTING ENGINEERS JOB NO. 32'0/ 2. 77-b.l,4ceqcoz (') . ,..:.......- 5,d1 2 .d 4. . . .... ç/,................. 7011 4/14 Z eo,#Ps (k) Desf7c? 4na'I$'~ 5½f6//T D 0 0 o1 0/2 110 4. . .......................... Ze . .............. e1 . . 'ete S/Z' 0' yV' :: . r 7 i9OC 14 14 :. /1, Z L 6,1// Co,2422/ . . /1 . 4eo. 3 57 4/,5, 543& S --.-..-- ........------..•.---.-, ......-------. .... H H __•.,/q,, . - 777 P •. EXk,'7 qtd - 3 D- L .,4r-ess /e 1e4.H - XozEE 7 5iZy 9,-? Q4J/s. 76. /i I K /4f/. 577 .1, 4 . I ' T, - -- :.......... : ' ' 4/ec, 4y/,c,ie 4. ± I I Ii I HI AY/ (dell ' i&) 9eod I i Ce I • - I I .1 • • , . . ! ! i .• - . ,. . , • , . . .: ' . -........ ......... ............, . . . . I - .• / II. , l 'i.• , '. . I - I I I ': ......••.....t... I iii L I I - I I ,;,.,, I. : ' • .•• . . ••.•I • , . .: .. . . .! I I I ._: • i .: I • . I . .........: : .._ . .- I . • ' • I I .. • ICU Uil JOB NAME(,(2A7//7 '/ BYJ ATKINSON, JOHNSON & SPURRIER. INC. CONSULTING ENGINEERS SHT.SIO—LOF:_________ I DATE 9/g3 JOB No. 32c9/4 JOB NAME ATKINSON, JOHNSON & SPURRIER, INC. SHT. OF_________ CONSULTING ENGINEERS DATE BY EU JOB NO.3-0 i.. 51 , / p/ /e I Ca ,,i (s e? O ) la4l 119 k, if Type -(s/4" ,425L<) - 1 5 Y Y . 11 4.r1n.13Z6-1"if -- - dO/4w/Q)/ 241 +JJ/z!M/AL€ or 49 'X "A3 6_)cr5 -- - H TTTT TTT SInciJe s h e QP' 1 (4,'5c Th6/ I D) Cleo -- '/8 'O56c ____ I I I I 12 Shec.r," S/oc- _54eor Vi/ie s, In, S c. . (C, tC)& _____• ______ 2 j ii3 277w :23,8 i 47 •317,7 4 /(47l I 203o '254 3i7 5 7 , 273 98, 436 52 3 97 7 7.2 It • .---- sne--: 11 JOB NA ATKINSON, JOHNSON & SPURRIER, INC. SHT. OF DATE_______ Bv) CONSULTING ENGINEERS JOB No. • • 2': 8oJi áWA I ,d I __ I I 4qnks/ c . !•LiA~ 4. 1::I;:t:':L it thA ___ J3j L± O!LH __ vol i t Ij'1 LI Iii 'i I ETj II iHi. I 'H *I r'TVf: rh 11L1 i: H:L L/4 H :1t+ - HH±t I I I 4ix 1o4iI L I i ,Ij 44z 4,744I g44 —± • .: IT*E J.iIL:t: .111 TiTilil I r ___ _rHLLLLA -75 t I -iI •Ii1 Iec IIiii 17 5 .- I .•I .1 _.. 4 'cJ .— cDe,ci I -I----'-t--.. LLI_.L._I. II Ii ... •_lj• II Ii' ii ''I II 1 ./,5t'. r le r L) i6j7 'tI I - IIII_II _f_h[I__il_i •• . _.._I !._ 1 4... I I C,?7X9T. >LL H •IV 4: ••. i4 iHL I I I . I .1... L I. !... I :I.,/445ThT 1 H - Ht HTiITTIT ±t Trfl', • .11 Ii HI. H +LJ±Hi:: HHILI-JIL L: '//eAle r.I' S,4 9+H' Id, T4 I ,:T: • LII CO'i2 H-±- 1 ;. 6.., I II - I , [Ill' I I/27,2C I I2 , ill I J J III. Ii' I I 4 • _L .JJJ..L , I,1 LLL.L . 5 7'1 I I BMT I JOB NA ATKINSON, JOHNSON & SPURRIER. INC. SHT._OF - DATE - BY! CONSULTING ENGINEERS JOB NO. - V/6x2 / I I /,5 ear i: T7O,i"7 j:•. - 1 -- I i -- - -- IS I II I '3Lk' , - I _• - c ) (V I Ali Ji ll — --I / frie/ci= S erill e, 124 ( 7) 4Jz) ,SQL/Co,v/V._C'4) J I Tj °' I :,... ._! . . • ..•.. . ILL "iL g4J4jo1,,,3 . I - I P, -- - - ,L qp 2- - 3r- ( &25) - - - - I -- e =j I / /'/2" :1 — - i i , 1' / 7I I I I I I I1L ' ... 57)(1)(/5:)17i4•7 /"xij /-" it - LI E 4 N 0 N JOB NA ATKINSON, JOHNSON & SPURRIER, INC. SHT._\4OF DATE. BYEJ CONSULTING ENGINEERS JOB No. ol L 1 .. F L /eac4-)'r75 ITITT ii' T '' 1;;! L1JHTSL. 2O.&'6-.-. 1 J.a4. +Wt:1 /t_2i14L4 t) 5 1 •f 1LIf. 'ftt.L.L: PjIL?j ld- .1471 t$itH - H if tF/6 : 441 .r.3 II m-1—H 1 4 .' -TI R'e/d'- H1 -00 I —•--•/A;7 r..i EL L:j H ::L±! 47( U Hi I .d:J. 7: 1,.! FS/ D.I i'v'i7j&q 0 V?1j I I h1I LeacI/9 ''f?i. lII I 1 Pq !1..Z2J5': 4/34 /I33 .44....I-,!. J,'( ii,HH 2 '- ..,. . .. L. VIII .JI.....L4_ 4.1 II 14- , __I. IIi4._j.....Lt!, . . IIj I IL L... I I iQjiZ5f .1 I ' .145.VZ.5) I I I Jitii I 1 I II I L. I I 4 I t_ L.' .'1,LçU I . I 1 I 1 -iJ:I I L . I L it 41 I;.I • I' I I I I 114 II Ii ill - 1ç'/e1iI :_ }_.I I S 2f 4 J. I /I' f51XJ (L)!3_ ec 31(i I :4 ...4 , . . . I LL • -.___----.-.-.-.-.---., .111 S JOB NAME BY!J ATKINSON, JOHNSON & SPURRIER, INC. DATE CONSULTING ENGINEERS - JOB No. • S, EL :i:'1 Go Icab : A14X -I . LIH pwal ____ .1 4.. ... fi. l.-.i 4._j _____ p1 /, -... I •Z .. d L ,, I25 . •••••••.2 •D i_4.' i L _ I IT rH L 'HrLj ' .172 111V. TJLT H _L.LLL.LL : I t_._I t',_.I._.I......_4:.. ......... .1!.............. • . - - -1 . 1... I- I !_.. .1 I . . h •'i'. 'I. ' . . . 4 . .i 4 . 4 .4 ! 4_t,• - li i I ' ...I.. I4 .. .!...... L,14. L' '_L ,i ..-. :H:.H. ...: .:H.L_I ., ................ .I Ii . ••ifli .; - 4 I- _I I It i,, I. I i . ,.I1,4 :HH : _I__I... .t•.__!__, ..:.,. .4 . - j .4 H . , ..•, i 1 I.._..L_ .4 . • 4 ' I ., I . ' :!i., : I - __._I :1 - ;_._ . 1 , . . - I j .1.. . . , 1 I' 444 I- _ I.. . '' . ' . • 1 !._ , . 1 61 C1. - .7 c3E1,"z). —inc S . JOB NAME_ T- ATKINSON, JOHNSON & SPURRIER. INC. CONSULTING ENGINEERS BY SHT. DATE JOB NO._3'ZoI.t I 1' • ___ . - - -- - - - - ILJ __ JOB NAME_ ATKINSON. JOHNSON & SPURRIER, INC. SHT._OF_________ DATE______________ BY F-J CONSULTING ENGINEERS _________________________ JOB NO._____________ ox, 2Cd),2As 1 - CO,-d/r2n 1 - ----i------ 7 , '# z, 49, 73 ' -,"7 e4V, !Z) 1••, • . ., '.:(2tt7_/5) z.r ..4. '.1 )3O'5 '. ................ •.. y - I 1 ... . . .. 2Z.77X'),L 3z19?d() - .974 . 73 :fi72". ••. r . . /,70 77) : ::. :. C: /.77)(8)-; 3•3,3 :; s 1< ul SHT. OF__________ DATE JOB NO._'!,WZ. 7644 :. y . 7 1 - C.- (i 22/J#!a t/'3X30'5)- i/87 H .. ... (/75/ /06 1p 1) = QC//C 9 /1 s-1we ,. 71 e. - ..........................i_.,.. ............... 9 2Z7V7() H 6) - 44l2 ----- - -- JOB NAME_ IMTL ATKINSON, JOHNSON & SPURRIER. INC. BvLJ CONSULTING ENGINEERS JOB NAME_.F4AA ATKINSON, JOHNSON & SPJRRIER, INC. SHT. OF_________ DATE_____________ CONSULTING ENGINEERS BY S,LI JOB NO.____________ Cq /: 5f6's'SC5 2I7A6ffr fi7// 4307 6r/ 41 £/4 od 7 29 'ôLTS2 4= p " '.' .... I •"• . I, I y Z /04 /22(3/ 5 . . T (351 )7) ............ .. .............. (et, 1 7.47 y Z5&7( /O8782r) =33~8 9 .92 — / 10, c 07 ___ M4e &4 I I i Z, - 2%- - I -- I 171 -- ,8(i5i)J"- 772 I T111,11 I 1 h 1 : 1 - 0 47'-j- -- Y 47(?5)' to(f5t ............ 2- I I 27x xa '/ 33j j a"5 ess'L-'e.a 111I(Ti I 4 j I I d Ad Jr. I I * 14 Iz I 7z :JlL I : . I ---.- //: • z ,71 s.>2o72 r--- - I 1 (70 'I 2,0 S JOB NAME P.ft/1W1 NTL ATKINSON,JOHNSON&SPURRIER,INC. SUT._OF_________ DATE BY CONSULTING ENGINEERS JOB NO. 412E 11 I JQ6., . . '.1*. 2E ,. H - - .. e ZL ... ...... L 3 TT.HI L2 &z z - _ cZ 3Z :5x - 1./1/ 31 =Q II I I (t iZ2.1i .. 111 .." .,.•.i. Lp 13 It - % I r I',Z2 pj b Titf. 2e7 ____ JOB NAM 2t-\.LL/ - ATKINSON, JOHNSON & SPURRIER, INC. SHT. OF_________ CONSULTING ENGINEERS DATE___________________ By ____________________________ JOB NO.____________ JOB NAME tE1 LTKINSON JOHNSON & SPURRIER. INC. SHT._OF_________ F-FiC DATE______________ J l CONSULTING ENGINEERS BY_LIc JOB NO.__________ i-ç - . :'.Lh" H . S 3/5'.2/& H, T r3 2J 2 7/257J i3JZ - H H - - ' - S. 5-.... -- - t. ---- H 4 -S L - _...... I 4 H 1j JOB Jf2. ATKINSON. JOHNSON & SPURRIER. INC. SHT. 'OF DATE BY Lic CONSULTING ENGINEERS JOB No._3lt.t a L z - i2i A AA rQ.D IU -- çs iA U:C l 2!' t'2 C- s 49~' (vq'tc.' n., I 1• yz = r S JOB NAME Ti-çrç.& ATKINSON. JOHNSON & SPURRIER. INC. CONSULTING ENGINEERS BY Uic1 lb A C -3 (j4f SHT. OF_________ DATE -yn— 3z.- 3ri 71 .1):565AS), 3 Aj 32j tU €-1c7 j,j pt,A : ' -k4,7(, j :Ij H U iZ I T t. uJ/ I E2 tx3_7&. ---..- JOB NAME69&444 ATKINSON. JOHNSON & SPURRIER. INC. SHT.lO_OF_________ DATE__-5 -153 ____________ CONSULTING ENGINEERS BY JOB JOB NO._____________ .. ___ ..dj. 0 - 12 '.17 • : '7z Zot.l Dfl4 -i u F LT) 'c) I .-Y4-" N m 0 N 0. JOB NAME_ -- ATKINSON, JOHNSON & SPURRIER. INC. SHT._1' OF DATE_e3 CONSULTING ENGINEERS BY____________________ JOB NO._3ZOt.7. . Jr 3 P- 144.fr 2i.C 1 e I /I557j+Z ('4%— 7= 2,3 . rer - ce C:7 1 0 _L - 17 kfl? (,.L' ---- ' I - 4Z. I.7 -'I I Z7. (1).J ., . IL to7 z,•.. Tc'r '. '- • = 7k;. .1 K--. p a " S JOB NAME T-1 ATKINSON. JOHNSON & SPURRIER. INC. SHT._IZOF________ DATE CONSULTING ENGINEERS BY___________________________ JOB NO.___________ 77p 0 Coe-(/62 C'O 7.'-,.Z A5 P4. 0 . 7/kJ c Q. 5 10 . --.00 d IA-1 . I i.Ffl bIA-' 1 CI.00 A) 0 U '1. 24 1.20 'Ad. 1.40 r lAd, I:I. 52 - /'1x /2"L61 Ø..5 1 I ii / lit /8 _x8xo-/oj Cc71*..4 PJ7~f 4 0 Côe&je. 4ocA..f-4, 7&"7 UL i7 E;7 S 5, 3f. - r€-i 1Au_ 23 FTZ7r1)3'Z. i: p- •_____ 3, f7Z 1 r- n: * cL/e &,l'i C.fr' -L..L. . FT 0. . (i*) + II h ' JOB NAME—rg6H&l By ATKINSON, JOHNSON & SPURRIER. INC. CONSULTING ENGINEERS SHT.E'bOF________ DATE JOB No. 320 1. ____________ __ MA(P I LA- O4 __- .... ... - 296. 48 P 15.5 . O..b - . . .........................--.. 04 1. 3177 FP fis - - - - - - - 1S - . . . ......... I-,, . ................4 . .................... I. ..............-H I I J11 0 0 JOB NAME ATKINSON. JOHNSON & SPURRiER, INC. SHT._ OF DATE_S/83 BY EJ CONSULTING ENGINEERS JOB No. 3Zc/,Z - Z16 H L. 411 Aqj 'ro el Q,o)c 91i92d3 ('z ~' ' .5/1 d"' /oe/1O•'(,0) IY/walls 4t4o,co 7(9 H : , i '1 .Fitr 74T'tir Ve caseriocor- j 1 t'/4I ri% 4 4#c ,?2ii'c. LX i tJN4 't 0110 :-i f9P3 .3c:9 , . . 4 .i;iJ... : t.I....4. . It 1 till -- I g) t Lj 4 ;44 L2$T>Q. LLMLc.LL ±h LII 1t IL.JJJL[i±LI±I 0 EI iT11 I1' i': 40 tt fd 1 J I.i '(>, HE 'Ti' H IThH - I I H- tlL1. ..;1.o:I I1_tLL 41L: ._.__i_ •0 _._1i_.'_.._.I....I. Iii. i-!- ........j- :H CiHO,ri'7 .) 4 1 H:H+1.. I I ILM * 07 1• IH Hi': I FIT' it it IT I T 17 ti - JOB NAME- /,c'/ ATKINSON. JOHNSON & SPURRIER, INC. SHT.L2_OF________ DATE_____________ CONSULTING ENGINEERS BY 4 JOB NO. 3Z9 I. AQK , 05 5ec 4 1 zzc LLL'H LJi ' 11 I I .., : W± ILHL .LL: i :±J it ±; _4/ •.••__..1 5!a1 T7-á19 H H 'l-f-II L1/a8.7H- _] TTr ?c9 t I7G7H4r ... V o 72 7(2 2 2 /83 SQ7 Y8 1:1 .i I mi- -! . L •i . . L - J I 1 L. I J- I /L4 I !j.. I . . . ;j..'. . I_.+••.• VI IT lilt :11_i Ii IlliltI I I 1) I jl;i IItI__1 t• I - tki 4111 Ao -i-- L or rl II 'I . L!L • I,, :.1 hLUi. 4J. It_'. -, , • Li.. I . .1 '. _ if I I I -/. :.: ±J4 0 I I'.5 • -1...•L -h L t H I I • H 24 __ JL1j L1 H ;L;19 JOB NAME_ /,,efx'/ ATKINSON. JOHNSON & SPURRIER. INC. SHT._OF________ DATE . J CONSULTING ENGINEERS BY L.-J Joe No., , . I -. ;-- ,.-..,.1J •y- - _____ _____ _____ ,Q7f 97,5 4T 2. b85'2 9 2486 76, 8 7 1 /.7? 2'"' Io40 /3o00 I 279H I 5 d Vy /A V, esw I () 7,72 5 L-2 •-•H.•.-........ . T POI14C 05 • . .14,es S H: Eocc ev° bo' Oc /e / Qte p d /eeA.o,-ceJ w7dbe - • /9 C}'/ 7 T I 1• I JOB NAME .ffI(If/7 I',' / f"/ / ATKINSON, JOHNSON & SPURRIER. INC. SHT.L4 OF_________ DATE / CONSULTING ENGINEERS ByL../ JOoNo7• I 'm /7'7 U&. '3/2y)9aaec45 oWr COC,i,y : I ' /, T,4 JL... .5b t/26 -ar .•: 708 VP 42,5/ i . 42 516 . 4O7/ç/ 73O il__ . ..:.L... / (/) ease al 017 .....................- .oCizoJ.. i/ /7 /7/// / / • . • . - .- - ........ ...............---.---...--- .-. . lie I . • • • .. Dec'/c /0 • easedOn 91°L7 61 Ll Fil . • .. . • '• . . I - av ' .,• / 1 TABLE I ALLOWABLE DIAPHRAGM AND FLEXIBILITY FACTORS -- j ' FOR ZONOLITE - INSULPERM ROOF DECKS 'ON CORRUGATED STEEL CENTERING VGrqav Iv#eW) - . V V - r.••V V •, - -.- AS APPROVED ON ICBO RESEARCH REPORT NUMBER 3260 I V ' (9) V V ' 'SLOTTED METAL DECK METAL DEPTOF DECK . (.1) . ' V .....V GAUGE THICKNESS CORRUGATION' WELD PATTERN ' MAX SPAN WORXING'SHEAR FLEXIBILITY FACTOR (Feet) ' (s./ft.) , V - 16 - .0598 4 t - . - 1-5/16" 3-3 - 8' •' ', 1,130 V* V 4.5 18 .0478t 6.0498 , 1-5/16" ' V '- - V 8' ' - 960 4.5 20 .0359.6t 4.0478 1-5/16" 3-3 8' . 790 45 , V ( 22 V .0299.6t 6.0359 1-5/16" ,3-3 ' 8' ' 73Q - V 4•5 I 24 .0239t ...0299 1-5/16" . 3-3 8' V 660 (570) ' 4•.5 (4 •.5) 2-2 , 8' ' 410 (410). 13.5 (4.5). 7/8" 3-3 V 4' 820 V 45 7/8" 2-2 4' V 410 - V 13.5 V 26 .0179.t 4.0239 1-5/16" . 3-3 V 8' ' ' 570 (570) 4.5 (9.0). V 1-5/16" 2-2 8' ' ' 250 (250). 13.5 (9.0) 7/8" 3-3 4' 820 - 4.5 7/8" , 2-2 , .. 4' ' 250 , .13.5 VShOÜld Maximum span conditions are for diaphragm values only. in no case the span exceed the downward V , load carrying capabilities of the 'sheet. (2) - Metal thicknesses are nominal -base metal thicknesses. V 'a The slotted metal deck shall be nominal 1/5% open area with non-continuous-slots In either the web V or bottom flange of the corrugation. V , - (4), A 3-3 welding pattern uses welding walers in every corrugation over each support. A 2-2 welding pattern uses welding washers at each side lap and at two intermediate corrugations at' each su V Perimeter welding of the diaphragm shall have a maximum spacing of 12" o.c. No side lap attachment between adjacent sheets of the metal is required. - Insulperm thickness is 3/4" minimum.- (8) No mesh is required in the insulating concrete. Values shown in parentheses are for unslotted metal deck. JOB NAME_ ATKINSON, JOHNSON & SPURRIER, INC. SHT._L OF: ________ DATE______________ p j CONSULTING ENGINEERS . 43/6P 3 JOB NO N V 7'J87 I ti cydd4 (Na fte M is s /ote' /o 'ô .'% t O5 -' / shear ' i'e7 cse/-/t7r4/e) - S0M (Nooc 7t) l TA SrAlbo . . . I dT 126 seu -................I--.- ..--.-.. .b 5heQk'Cor1fec-?' ,Oe A, ya/ I l_I . ::• 4t !i±_ - i ifl4X s,5c72) io ct,& I - 50'5 7t, /3 7 P5' '.: : (1I3 /5) ....../ . - - - •:. . . .. a e6 / 6'j .........I , • ,.t. ___ _______ * -•---•----- ___ ____ * Max,',c2ie Jq7b(/zo) .. • ' 0 • 8?o) • L, /e'i?sc : - • /418 d'9P4I %z) g1L7x $ Q)/á 5b'5$ / 725 zi oe Se ca/c sl,/ 4-2I ____________ ________ _______________ ________________ - -. I • JOB NAME (74t/, ATKINSON, JOHNSON & SPURRIER. INC. SH17 OF_________ DATE 49-3 ______________ CONSULTING ENGINEERS BY . J . . JOBN / Ila ) 7172 ____ - 6_es .ress(9c.lsJea H F • • 'LL F.. J:Tie . IT I it s4'2 1 25 f:74i k// JCC. O 1 I - (227 zC(5 ' 4: I . i...z.. ... L LLL - - --- ---- - -..,.'' I • II •lI I 'I] T i :A4D/_l 77, Li H R ::.: :f.+J4- . J <-• + Lj -1 '. ±±: L!T Hr LLL:ft: tL ITL. 3 IA ±I I r' ' i:LU _7 i12 . - 2 :H •L - iIJT .'H-:L I 1'. 1 .L • .. ,j_JJ. I .i. . . .J - L... :L!i IH :1 i•i.•i : :t:i.:i: !1: •1 ... . 1 .1 I... _4._ .1 - __.. L _ .I - .-. t_ •-- I.. L±LLUJ L V •' •.!I2OL4. - Tc1L I .L..L._ .i_i I J S4 1-54 It • it ZI - . H ' r.H i I I • I I L -I ___ I I I JjI[t fl 3flYif-:/7H5 J4!: H4i1H:TW: JOB NAME ATKINSON, JOHNSON & SPURRIER, INC. SHT. OF_________ DATE- 3 CONSULTING ENGINEERS JOBNO.__________ I CO3 5e IH H.1 /9C T. L1% t 1q3(9 )(/52) 8o2 it126cl 3 1• /o:. 'r I:de Ll 1_c /o I ..L .!74 Mj __.L i±L I 1 L Li I t AL 1L i Li i iL ftL 7 j till ' /r7 J-] H - At LLLLLJ±.LJ. 1.L L±L I_c_.I_:._i_._I /o 2 Ift:: :111H -TH 1 - ii Joe NAME_?hdII /nK ATKINSON, JOHNSON & SPURRIER, INC. 5HT?_OF________ CONSULTING ENGINEERS DATE_S/b BY L. J JOB No. _''II. 4. 0 N; 0.1 :. 4. 7./25,'2 7-7 f'2 S /2. ,ui. L ry2fr." H 4 24-J , /(.2 C1 L) k5t 77 7) 2 0 3 7p7-= 3 7 .r.i83øi- A-rizo' J /h135 GA .346" 2(c01 ) -•--•- ...................S.. l / J —: 5.5 le ) 2 4 oé C. ., H,:1;: •. ,. . / • :... H p (/OF, 2) - @1-2) 14..Z.,F/t/ 4 0 3/,2(24/)('/&l31b_73O4 F. L I .:,: ,LL •-io: H . , . .J . ft_L Ii JOB NAME_ ATKINSON. JOHNSON & SPURRIER. INC. SHT.Z/O OF __________ 7iY tT DATE_/ BY CONSULTING ENGINEERS JOB NO.____________ c3(3j(,3) 3• 3 AfIg Z4,f, 2lc255.3).'?i'6' ., 739'2 ' 41 . 712 , i/se 1V/8 -47 ,'tde,In 3 -9? , IL/L/L ; N O. N' -/10 ".. All , H H = /10 : ( / 18 H '4n.4 H E 0 - JOB NAME— 6/(7/!712/ JOHNSON & SPURRIER. INC. SHTZ/2__________ DATE_____________ BY FL/ • CONSULTING ENGINEERS JOB NO.2Z_Z.. 4 Lo./7.9 85) < 433! H-i- •,)z 42c2/? Ci1/' i25S ,'Cdx'sl,7 e ch LH. :. ,.. .. HH, H' ,0 /47 0,• - 733 ______ 0 /4 / OHH. • •• go 00 . 0 1 . 0 0 . : :4 2C/O2? 2O5RO '34 • 00 • 0 .4,. •. 25)c 252 ;4q2 4,. t Efu/ fr 250 (2 5)J 0 ' •': • : •5j . . , 0 • "1 t 235 76 JOB NAME / ATKINSON. JOHNSON & SPURRIER. INC. SHT.I/?_OF________ 2#_ / CONSULTING ENGINEERS DATE_____________ BY_ JOB NO. 41 I. P 9'/ 4r.5 A .41. .. I I t I /(:93e) •. / 3 3 Vi 0 - /Z 4 4 l0c,7bXi '5) 73921 =fr //7 - 1 _..i_1 /2''6 I ' &'/7fr8 :: L zg lz It i: f: LH LH. f.q/f,/)Ij./3Ig14.1 H 'H+ .L. 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S H I /h77 Z2 2,7 WO A//a (itic /' 6y 1n-ic2r1) T 2p ,. .. - 4/Z rS Al . .1 - Y(,o,.4L?5h95) • . ,42 (72-.5 S (432)........... /0 410 (4307) 0,7 ............Z/..L,....................../5-?i. ........... :_t.., .............. . S . • . : . I E/o/ I 1. e7,P7 ___ o. 4 I • __ -- JOB NAME _G,7,*Z? ATKINSON, JOHNSON & SPURRIER, INC. SHT.OF_________ DATE______________ BY 8J CONSULTING ENGINEERS JOB NO._'/i 2.. I - 7.27 .724 S I /, 7 6 2 > / H J S. •• S S .1 S S S • .• . . . S .. . . . 5. ii a/ecaL/ CAcd '' __ si,yi'/y z4cs c,,' 7/eiie/ - 7cq ,'oM8 cc,%'aS ,-e èx/e,dc' 7" ,// - Mec igo bED ,750 iD I I I I I I , z I iripe'- r- I I 44e.,4'/,4J/o'nhe 4 ,f I -ee,- i•/ef C ve'su4" LI . . . .------ I . . ' . -I - - 2 id i ca /c[ /O3 /V .7 145;. 177 I I' ( )W / 9/k (v ,?dn1 I I I . : Z,6 .1 4.1 e, I . ._.I I ..... I I- I ' : I - - . : . - - I ................ I I I I .... ........!:I . .................. •1 ............_I._ I .....L.._L..:_...•.---I........--............:.. I •_'_ I ......-.-•-................... I I A. I I S JOB NAME ATKINSON, JOHNSON & SPURRIER. INC. SHT.I/_OF_- ______________________ - DATE___________ . I CONSULTING ENGINEERS .1 Bv4_ JOBNO. - JOB NAMEG/744.'7 AThKINSON, JOHNSON & SPURRIER. INC. BY £I L/ CONSULTING ENGINEERS SHTi42_OF_________ DATE . .. I H ___ ___ __ __ IZ, I to uI . dZ 2o rLVC(1h7 lilt ?7i 74j77 34• 16j'i, '3r1 975 2875 - _____ 22c,7 I I 2577 I M2oo /7, 28rser'1 i'e 07 I TV Ii /2. I i - - / - '-7 - -- - co-op-_.cva)i" i' sec//s*y o I 5TSS De,cr L I zc '2i3 J. ''!it I - . I Coii'da/.eia4' b6' I 1073'9 3/:-/3 Itale3l P1 - OO2__V srncss J '-' I2 &_P 7 ' I Li : rdj 387 ' -' I r ! I ____,_•__•____ 2."°' 4 - 28,oC1 TTT I . J *co.dbe 1. LLJ ' —: IId:•_j T-11 I ' !: : ___ . .. . •_ Ill . . ____I . . I I . JOB AMt_Graham if ATKINSON. JOHNSON & SruRRIER. INC. SHT.L43OF ___________________ DATE 4116 CONSULIINC, ENGINEERS 6..) Joe No.________ 13Y geed• iy/ Atkinson, Johnson, & Spurrier Inc. Job No.1. Date: 8 Sfresc Leve. .• . . . * PLANE FRAME ANALYSIS * ,GRAHAM PHASE II . . . JOINT COORDINATES . . J3oc u' ' J-OINT X Y . . 1 C) C) . 30 C) 11.67 (2d 4 .........4 30 11.67 S C) 24.17 4 460 30 24.17 > . 7 C) 36.83 .lz 30 36.83 7777'. . 7,17 *###'############ JOINT RESTRAINTS rA!v1. LIME j 1 FIXED 2 FIXED Nofe # OF EQUATIONS = 18 . /I/ L,n7e~ ' c,se,_l/Q/,t/e .46 f' MEMBER . . cfri fl leve/ /e 'fa * JT. JT. TYPE Lx Ly . /1Z les 1 1. 3 A o. oo 11.67 '2 3 z B . 0.00 1250 3 5 7 C 0.00 12.66 ., 4.-.2 4 A 0.00 11.67 5.•4 6 B • 0.00 12.50 6 6 8 C 0.00 12.66 '7t• 3 4 D 30.00 0.00 • : 8 5 6 E :o os) 0 00 . 7 8 F 30.00 0.00 . •. JOB NAME Groharn if ---- ATKINSON. JOHNSON 8 SpIRRIER. INC. sH.or_ - - DA'rE.4/8 coNsuLliNc; ENGINEERS BY_J JOB NO. d6 ## PLOT ,# OF STIFFNESS TERMS = 117 MEMBER PROPERTIES AND LOADS ########################### MEMBER PROPERTIES IN INCH UNITS AND FIAME DIMENSIONS IN FEET E 9000 'MEMBER. TYPE 'A . LENGTH= 11.67 L>= 0 Ly= 11.67 - =2400 A = 56.8 MEMBER TYPE B'. LENSTH=.12.,5 Lx 0 Lyi2 5 I = 2400 A = 56.8 .MEMBER TYPE C C e ck _ e ,',d LeYel Wj ___• ______ Rcoç 64.- 74.,Y) I2934 J&'.722 c?c(o,93 q-q6 74 .gS? 4.042 lzi,2-74 I04 3q, 65 .340 13,5% El 0:, :7:10 tJ..35g t16o124l 047 // •1735C3&.) JOB NAME ATKINSON. JOHNSON & SPURRIERHNC. SHT.L4or______ DATE _4/8 coNsuLluNc; ENGINEERS BY_ J JOB No. . LENGTH= 12.66 . Lx 0 . . Ly= 12.66 . I = 2400 A = ze.s MEMBER TYPE D LENGTH= 30 Lx 30 Ly0. I = 4930 A = 34.2 MEMBER TYPE E LENGTH= 30 L>= 30 Ly0 I = 4470 A =31.7 MEMBER TYPE F LENGTH= 30 Lx= 30 LyCi I = 1170 A = 16.7 LOADINGS LOAD DEAD LD. LIVE LD. -COMB.FACTOR FACTOR .. •1 1 1 2 1 1 ••Jflj1 P(X) P(Y) MOMENT LOAD COMBINATION 1 -39.60 C). C)C) o co 6 -42.50 0.00 C). 00 4 . -25..40 0.00 C). 00 JOINT P(X) P(Y) MOMENT LOAD COMBINATION 2 8 -59.40 0.00 0.00 6 _63.75 0.00 0. 00 4 -38.10 c:). c:0 0.00 DISPLACEMENTS ############# LOAD COMBINATION 1 JT. X(-->) Y(DOWN) ROT. (CW) I C). ocko 0. C)C)00 0. 000000 2 0. 0000 0 0000 0. C)00000 -0. 0284 0. 0005-0. 002365 .4 -0.0288 -0.0005-0.002396 5 -0. 0710 0. 0007-0. 002238 C L. (-5) )(07 75)(2677): i71 ConSer e / j9/i.J,.: Joe NAC --- ATKINSON JOHNSON 8 SruRRIER. INC. SHT.L_F - DATE 4/8 CONSULIING ENGINEERS By 6 JOB NO. 0 s1ress lev el pec,od, Ma,? /eve/5 are 6 -(:). 0717 -0. 0007-0. 002264 7 -0. 1078 4 0. 0008-0 002484 8 -0. 1090 -'0. 0008-0. 002527 LOAD .COMBINATION 2 XC--::), Y(DOWN) ROT. (CW) () - ()OO() 0. cn:)c)c:) C). c)c)ç)c)o() 2 () 0000,C 0000 C) 000000 3 k() 0426 u 7-0 00:548 4 c-U 0432 00(17-0 00594 5 '-U 106 U (11)11-u (IC )::57 6 -n 1076 -u uull -u u096 1k -0.1617 0 (1(112-0 (1(13725 8 -u 166 -fl 012-u (10:791 MEMBER FORCES JOINT'. AXIAL SHEAR MOMENT TYPE A MEMBER NO. 1 LOAD COMB. 1 1`-65.1255 -53.400 409.543 3 -65.255 -53400 213.631 LOAD COMB. 2 I •-97.883 -80.099 614.315 3 -97.883 -80.099 320.446 MEMBER NO. 4 LOAD COMB. 1 2 65.255 -54.100 414.910 4 65.255 -54.100 216.441 LOAD COMB. 2 2 . 97.883 -81.151 622.365 4.'.' 97.883 -81.151 324.661 L2ve r4 IAJ iQSoi i7Q If: ¶ Roc 0(3)" .oO444 0b71-" : .0c4Z! 2-1)d •5I4' .0o37 1I4" oO31 TYPE B MEMBER NO. 2 LOAD COMB. 1 3. -34.1-49 -41.098 1 5 f-34.149 -41.098 LOAD COMB. ..2 3 ;-5.l.224 4-61.647 5 -51.224 -61.647 251.937 261.787 7-177.906 392.681 s/',lc_€• 7p/2 1,ea' Jf?/j0j côcce k1/s. Ma req'd'Q,c c MEMBER NO. 5 S .LOAD COMB. 1 4 34.149 -41.002 6 34. 149 -41 . 002 LOAD COMB. 2 4 51.224 -61.503 251.170 Uilih 261.356 C 376.755 yeh / '7!) JOB NAME _Graham ATKINSON. JOHNSON & SPURRIER. INC. SHT.L7_______ coNsut.1INC; ENGINEERS , , 7 JOB J oe No. B •-' £ 6 51.224 -61.503 392.033 TYPE C MEMBER NO. .3 LOAD COMB.' 1 5 -7.708 -19.693 134.037 7H -7.708 -19.693 115.274 LOAD COMB. 2 5 -11.562 -29.539 201.056 7 -11.562 -29.539 172.910 MEMBER NO. 6 LOAD COMB. 1 6 7.708 -19.907 136.061 8 7.708 -19.907 115.964 LOAD COMB. 2 11.562 -29.861 204.091 B 11.562 -29.861 173.947 TYPED MEMBER NO. 7 LOAD COMB. 1 3 -12..302 31.106 -465.568 4 -12.302 31.106 7467.611 .. LOAD COMB. 2 3 -18.453 46.659 -698.352 ';.-18.453 46.659 -701.416 TYPE MEMBER NO. B LOAD COMB. 1 5 :-21.405 26.441 -395.824 6 -21.405 26.441 -397.416 LOAD COMB. 2 5 52t 108 39.662 -593.737 6 -32.108 39.662 -596.125 TYPE F MEMBER NO. 9 LOAD COMB. 1 7 •-19.693 7.708 -115.274 8 '-19.693 7.708 -1.15.964 LOAD COMB. 2 7-29.539 11.562 -172.910 8 -29.539 11.562'-173.947 REACTIONS IRT. X (<--)-Y (UP) MOM. (+CCW) LOAD COMB. 1 1 -53.400 65.255 -409.543 El JOB NAME _Grahan ATKINSON. JOHNSON & SrLJRRIER. INC. - DATE 4/8 5 - CONSULTING ENGINEERS Joe No 3201.2 BY -54.100 -65.255 -414.910 JT. X (<---) Y (UP) MOM. (+CCW) LOAD COME. 2 1 -80.099 97.883 -614.315 2-81.151 -97.883 -622365 5.!4g__ - DATE 413 JOB No._______ iq a4,4o/ Joe NAME_Graham ff ATKINSON. JOHNSON 8 SruRRIER. INC. CON5UL1IN(, ENGINEERS /7111/ I * PLANE FRAME ###################*###* ANALYSIS # ,5re5 ç GRAHAFI 'FRAME LINE A'D &1i) H . H JOINT COORDINATES H 4J W2.4 X JOINT X w3g4 4 0 1l.77(+ 5 . 30 11.77 6 60 11.77 7 C) 244 8 30 24.4 9 60 24.4 10 0 36.96 .11 12 60 36.96 JOINT RESTRAINTS 1 FIXED 2 FIXED 3 FIXED * OF EQUATIONS = 27 MEMBER IDENTIFICATION * JT. JT. TYPE Lx Ly 1 1. 4 A 0. 00 11 .77 2 .. 4. 7 8 0.00 12.63 3 7 10 C c:,.00 12.56 4 2 5 G 0. 00 11.77 5 5 :8 H C). 00 122. 63 6 B 11 I C). 00 12.56 7 3 6 A 0. 00 11 77 8 6 9 B U. C)C) 12.63 9 9 12 C 0. bo 12.56 4 5 D 30.00 C). 00 ii 5 6 D 30.00 0.00 12 7 8 E 30.00 . 0.00 Er '1 F F - cr 12 13 E U-) C 10 5 11 0 0 1•• ( F -F OB NAME_GcaAarn JT -- ATKINSON. JOHNSON oSPURRIER.INC. DATE 416 9 SHT coNsu1,N(; ENGINrERS 2 fly a- JOB NO._____________ 13 8 9 E 30.00 0.00 W 14 1 0 11 F 30. 00 • 0. C) C) 15 11 12 F 30.00 0.00 0 PLOT 10 14 11 15 12 I. # OF STIFFNESS TERMS = 234 MEMBER PROPERTIES AND LOADS MEMBER PROPERTIES IN INCH UNITS AND FRAME DIMENSIONS IN FEET E =. 29000 MEMBER TYPE A EXISTIIJG DATA LENGTH= 11.77 - L>= 0 5 Ly= 11.77 1= 1240 A= 'AEMBER 32 TYPE B i l t,EXISTING DATA LENGTH= 12.63 JO I i NAME_Gcharn ff - ATKINSON. JOHNSON & SPURRIER. INC. DATE coNsulliNc; ENGINEERS Joe No...3201.2. BY , 'O • Lx 0 W - . Ly= 12.63 1= 1240 A= 32, MEMBER TYPE C LENGTH= 12.56 . Lx= 0 • 0. L = 12.56, J:1240 A=32 . MEMBER TYPE .,D . - EXISTING DATA . LENGTH= 30 Lx 30 . . Ly0 . 1= 2850 A= 24.8 . .' . 'MEMBER TYPE E EXISTING DATA LENGTH= 30 Lx= 30 Ly= 0 . , •' 1= 2100 A= 22.4 MEMBER TYPE F " EXISTING DATA LENGTH= 30 Lx 30 LyC) . H W • I= 712 A= 13.5 . MEMBER TYPE 6 EXISTING' DATA : • LENGTH= 11.77 . - Lx= 0 .. .- Ly= 11.77 1= 2140 A= 51.8 MEMBER TYPE. H EXISTING DATA LENGTH= 12.63 Lx= 0 Ly= 12.63 1= 2140. A=51.8 MEMBER TYPE I EXIST[NG1DATA LENGTH= 12.56 - .• , . 0 Lx C) - Ly=12.56 • I= 2140 . A= 51.8 0• 'O JOADINGS LOAD DEAD LD. LIVE LD. . IT JOB NAME ATKINSON. JOHNSON & SrtJRRIER. INC. SHI. ____________________________ • DATE-.4/65 CONSUL IINC; ENGINEERS Joe No.3201,?, -- COMB. FACTOR FACTOR S i 1 i 2 1 .1 JOINT P(X) P(Y) MOMENT LOAD 'COMBINATION 1 12 -39. 80 0.00 0.00 9 -43.10 O.C)0' C).00 check Period p .5,dr s ,eve/ *Ices f. 6 -28. 10 0.00 0.00 JOINT F(X) P(Y) MOMENT LOAD COMBINATION 2 12 -59.70 0.00 0.00 9 -64.65 0.00 0. 00 6 -42.15 0.00 0.00 DISPLACEMENTS LOAD COMBINATION 1 JT. X(--:).) Y(DOWN) ROT. (CW) 1 0. 0000 0. 0000 0. 000000 2 0. 0000 0. 0000 0. 000000 3 0. 0000 0. 0000 0. 000000 4 -0.0288 0.0004-0.002267 z -0.0291 0. 0000-0. 002110 6 -0.0299 -0.0004-0.002342 7, -0.o718 0. 0007-0. 002318 8 -0.0724 0.0000-0.002218 9 -0.0738 -0.0007-0.002373 10 -0.1069 0.0007-0.002239 11 -0.1077 0 0000-0. 002192 12 -0-1100 -0.0007-0.002315 LOAD COMBINATION • 2 Level - U) -: Fy Sr w 12oôf 1417 :22 3rd. 1(c34 Bs" 1#5,7ç 73b43 !24Q 3' .45e" I3.7' 'fL F- I /7,474(b14) 41 4 M 419 Q'e ,19r'/2//2 fo,ce Qi1iyS7$ /5 3 (cs): y )C6 2)(0f 75)(.-3 7'7)-: /7/'8' JT. x(--:) Y (DOWN) ROT. (.CW) • . 1 0. (11:1(10 0. 0000 0. clooc)(:)(:) 2 0. 0000 0.0000 o.000000 EVEL DAZc7/ONS 3 0.0(--)()0 0. (:)000 0. 000000 4 -0.0432 0.0006-0.003400 .....__________ 5 -0.0437 0. 0000-0. 003165 • ___ DR/fl_J /&TES7oY 49R 1A 6 0. (1449 -0. (P006-0.003514 Lf1_ i1Z L24±LP'492" '00 43o 7 -0.1078 0. 0010-0L 003476 3 I.2qC'j.00454 o.9cg" ; B -0.1085 0000-0 0027 2 32L 00391 J i ) 10 -0.1604 0. 0011-C). 00358 . -.-.--- 11 -C). 1615 0. 0000-0. 003288 •• ok 12 -0.1649 -0-0011-0.003473 ############# ••• 0 cøi.,/d ,5øt' beet?' ,Qsed-Aor 4,/'71 - Ce;' ,7I24 ,/$C' l••2 I-'/ f'f'i7 / 2,iQ /yiS, 1te /d'e/ cI/// '-r • 'çPt e'i// be ,.)/711fl • S INC. JOB NAME_6rahan - ATKINSON. JOHNSON & Sr)RRIER. DATE • coNsuLT,Nc; ENGINEERS 3201. Joe NO MEMBER FORCES JOINT AXIAL SHEAR MOMENT TYPE A MEMBER NO. 1 LOAD COMB. 1 1 -33.496 -28.412 25.290 4 -33.496 -28.412 119.114 LOAD COMB. 2 1 -50.244 -42.617 322.936 4 -50.244 -42.617 178.671 MEMBER NO. 7 • LOAD COMB. 1 3 34.007 -29.655 5 224.219 6 34.007 29.655 124.825 LOAD COMB. 2 • 3 51.011 -44.483 336.329 5. 6 51.011 -44.483 187.238 TYPE 0 0 MEMBER NO. 2 H LOAD COMB. 1 • 0 0 0 4 -16.856 -20.976 133.473 : 7 -16.856 -20.976 131.452 LOAD COMB. 2 4 -25.284 -31.464 200.210 7 -25.284 -31.464 197.179 0 MEMBER NO. 8 0 0 0 LOAD COMB. 1 • S • 6 17.081 -21.044 133.511 17.081 -21.044 132.280 S • • LOA'D-.COMB. 2 • 6 25.621 -31.567 200.267 . 0 95 25.621 -31.567 198.420 TYPE 0 MEMBER NO. 3 • LOAD COMB. 1 7 -4.190 -9.794 59.937 10 • -4.190 -9.794 63. 078 S LOAD COMB. 2 • 7 -6.285 -14.691 89.906 10 -6.285 -14.691 94.617 MEMBER NO. 9 LOAD COMB. 1 9 4.262 -10.089 62.200 • 12 4.262 -10.089 64.519 W LOAD COMB. 2 9 6.393 -15.134 93299 . S JOB NAME_Graham ff INC. ATKINSON JOHNSON 8 SruRRIER DATE CONSUL 7 ING ENGINEERS 2. Joe No .2O/ By - - 12 6.393 -is 14 96 178 TYPED MENDER NO. 10 2 LOAD COMB. 1 4 -7.436 16.640 -252.588 5 -7 436 16.640 -246 61u LOAD COMB. 2 . 4 -11.154 24.960-378.881 S 5 -11 154 24 960 -369,914 .. 5) MEMBER NO 11 LOAD COMB. 1 5 -19.489 16.926 -249.456 . 6 -1.9.489 16.926 -258.336 LOAD COMB. 2 . 5 -29.234 25.390 -374.184 6 -29.234 25.390 -387.504 TYPE E • MEMBER NO. 12 LOAD COMB. 1 . 7 -11.182 12.666 -191.390 • 6 -11.182 12.666 -188.577 . LOAD COMB. 2 . . 7 -16.773 18.998 -287.085 • 8 T16.773 18.998 -282 866 . MEMBER NO. 13 . . LOAD COMB. 1 . B. -32.145 12.819 -190.092 • 9 -32.145 12.819 -194.480 LOAD COMB. 2 8' -48.217 19.229 -285.138 5 9 -48.217 19.229 -291.720 5 TYPE F S 5 5 MEMBER NO. 14 5 LOAD COMB. 1 10 -9.794 4.190 -63.078 5 S • 11 . -9.794 4.190 -62.631 LOAD COMB. 2 • 10 -14.691 6.285 -94.617 • S 11 -14.691 6.285 -93.946 • S MEMBER NO 15 LOAD COMB. 1 • 11 -29.711 •. 4.22 12 -29.711 4.262 -64.519 LOAD COMB. 2 . S 11 -44.566 12 -44.566 6.393 6.393, -95.009 . S •• • -96.778 . • S TYPE B JOB NAME_GrQhmJT V ATKNON. JOHNSON & SNIRRIER. INC. DATE 4z,6;5 CONSULTING ENGINEERS Joe No .3201.2 BY____________________________ MEMBER NO. 4 LOAD COMB. 1 2 -.512 -52.93:3 388.780 5 -.512 -52.933 234.240 LOAD COMB. 2 . - 2 -.767 -79.399 583.171 5 -.767 -79.399 351.360 TYPE •• MEMBER NO.. 5 LOAD COMB. 1 S - 225 -4u 8eu 261 825 8 -.225 -40.88u 254.465 LOAD COMB 2 5 -.338 -61.319 392.738 8 -.338 -61.31? 381.727 TYPE I MEMBER NO. 6 V LOAD COMB. 1 -.072 -19.917 124.184 11 -.072 -19.917 125.970 •: LOAD COMB. 2 8 -.107 -29.875 186.277 11 -.107 -29.875 188.955 . V V REACTIONS V ••: V 1.1T.. X (i --) Y (UP) MOM (+CCW) .. LOAD COMB.. 1 1 -28.412 33.496 -215.2O 2 -52.933 .512 V -388.780 V :i • V V 3 -29.655 -34.007 -224.219 V V • X (<--) V V • 'V (UP) MOM. (+CCW) V • • VV LOAD COMB. 2 1 -42.617 50.244 -322.936 2 -79. 399 767 -583.'l 71 3 -44.483 -51.011 -336.329 . . I. FOom4C MAR j C- 0.55 - - :.. = 1 38 . .. - ------—= : 3000. 0':' _______ - Y. __)(.L_. - Al, no -_Uu_.. P51 219.00-=- _dp - - 16.50 _d bmI11 . 16. 50 - 16.50--=. -I — Joe ATKINSON JOHNSON & SPURRIER INC-SliT DATE_ CONSULTING ENGINEERS Joe NO. ." QUAE 5P2EAD,F001HG ) LEGEND; I?, - - - Vh k)=Column Ultimate Reaction ft)=Dimension of Footing Side ft)=Shor't Dimension of Column ft)=LongDimension of Column N d1 -(ft) .= Assumed 'd' initial 04 P w -(KSF) = Soil Pressure from Pu ' . . i' f -(psi) = Concrete 28 d. Compr. * I .. . - Strength I fH(KSI)=Reinforcement yield stress r . .. v -(Psi)=Permissible Punching Shear stress: 41t (Hardrock L. = 2 - . .:. -• 3•Y (Sand/Lt.wgt.').. /8 - 3.017 ('All Lt Wgt) d(inchs)='d' that will meet or. -.; - exceed mm. d'for .,(b +J) , \\ -.. .:J . . . punching 8.hear Reqmt, 51 I I . I....... - d.(inches='d' that will meet or T1 \\\ ••...• . .' exceed min 'd' for Beam Shear Ieqmt. I d-(inches)=Acutal d' used - - D _(lfjT)=uit. Mom. per ft. of width (J A5r()=Flexure Reinfmt. per-ft. T Ft of width LA'S'm T 10'. 5. 1 Pc;' She2r V\1 f4 Mhlcheve-- . forFtexui-e . ..• . u_:.I(FTffL -j 16. 02 - ;As; flt/f4 - t%AlC .uU Ifl r 0. 29 . _- - 0. -,p- U I _FOOTN SIZE S r eA WA-.' 1••I AL.Q TV1A1 12-3k' Jos NAME_i-fr'..HP'PA t11L BY ATKINSON. JOHNSON & SPURRIER. INC. CONSULTING ENGINEERS SPIT._F'l OF_________ DATE 10 JOB NO. SZOMP ____________ . . . .. O 2.4" Th%. ••."•,,-•-- 2 . 18. oo:.ru lorF'-L, ,'tf> (j,.)' 'Z47 i . 1.1? • . .1 . . 1. 17 4.78 1.21 @-_ 3000. 00 4 . 60.00 Ai 219.09 Vvp • .. . 14. 50 d( •• MTtP OIL F- PtL4IMI' 1 4.50 ..,..•. lL%JO. E'M 14.50 18 62 tVlu/ç. 9S1 5U.L 'w' wfrA. 4 ANt (t' 1o4,6 0.29 i4sv. 8 r -i L*f 2.4N IijC L - . - roo7 . .r f 114 -1- - ' • • P' u4+' +IO., 4-. (Q4 • " Sp 30 vc.15)'17Z.1 4215 f 4a5f I2." 1' . VOL q.j('.$) (2,.S) JOB NAME ATKINSON. JOHNSON & SPURRIER. INC. SHT. OF_________ _____________ CONSULTING ENGINEERS DATE BY_____________________________ JOB NO._____________ . .. .. .. t2-ki A1 i-'i.i&. 1 4 4A \/( 0 TI( W106 C40 E*i aL P1$ . 14o.+ f() 11CP . .1 frC,i) 'Z.(,) 4 .Z I&7 () . (#p, 4 VI, 6) 3 ) jj. • 3 1 0 LIO F. TIZY - - F, 0 , 140- (at" i>+ ' 40 (.01, to 1 4 IDJ 4f2. '('4) Il4(.L)+ Zt(4t • .4Ax X. ?g-e.ss a 447 l fZ44 ULt. 144 t't4QI 1i4Uiq) - 1cqto 1çi.4)i24 = fa - N40 15 C - LL '4)~ a(tfl ..3,cr(4)s. 14-1'. (p4i. M4M14T 1- 14. JOB NAME_(.P'.M% ATKINSON. JOHNSON & SPURRIER, INC. SHT._P4 OF_________ - DATE___________ * CONSULTING ENGINEERS JOB NO._32.01. cflt44 , R&7 ,'fr1 Ut4 JOB NAME_ W'41L ATKINSON, JOHNSON & SPURRIER. INC. 5T __OF_________ DATE_____________ CONSULTING ENGINEERS BY JOB NO. $ZI/j4Q A't'- LN i t'110 I1 4Hc. -'k4 • '•'° i;; Z2.2. • a0 c424 fr6 Tvfp I [I A 4 ' a, 6T. rzsJ ,A.,T J4t'6 CEr'o 4O - 'e tI3,(o"Vx 9,)q,3 :. 40 A, $Q (- ,I" Ti,i2P5 cNi- -) J 110 > .01-6 Av PI frt.stA. 60 .7.vtl I&. U It ALL. Yam .foo)t ',o,b - rMrzcTM4 '? j -12" alv cOV,.bLQ.(( I • S $.1 AR JOB NAME_ BY_OHM iN1L. ATKINSON. JOHNSON & SPURRIER. INC. SHT._____ DATE_____________ CONSULTING ENGINEERS JOB No. I M' L 1f.J* L 104, p t 3 4— 5WAS .J i (4's) M1: i.1t t Ze'L97 4- .1 I. t)-3ot io1-,c(',). '3i fH' '. L16& +; n4)' 140 jr 2 a I 1 H&PTA w 4(4e) 4 WLLLL1J t t.24 ,14c ULT, LofrO& ' rILe 7t14(1I,)+7( 1e'7(.'z.)4l i5t14'V2-,)+' I7o)l V1t 1- * (1014) -' Z4t "i- =1 7 Ct Si V 40 + 34,15 (PIXS I JOB NAME ATKINSON. JOHNSON & SPURRIER. INC. SHT._P7 OF_________ DATE BY _____________ CONSULTING ENGINEERS r,nM JOB No. vr H"T1T - 7y : res,on ,,, mu Wit. I' Sr Loco Top S*eel I S il,/ S . p i'-. q 44ir7 1ine JOB NAME_ I3TL ATKINSON. JOHNSON & SPURRIER. INC. CONSULTING ENGINEERS BY rS -AM I Imp , A 'O SHT._ OF_________ DATE 13 JOB NO._31-Ot.2. .-A 1 Ii .I'- J',t.. W106 AIO: Sm. r-.2 4.'1 r- 2D I 4(i) £Afv1. 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Vf-t, P 'it(4e)' °N'R7FN-rlP-t L440 ILE3 (.4012 0 OF itzis -re-E '7u F12,*v'v€ .*ioQ ( • dM. .0747, 2 (•I1- I.o .oi2.e • r>IS I 4' 7(.o UeO OtJ Q&. 6 " 6275) X';,'d, L*c7 • . -z L z7r,,) E' •4'. o.. P\ 05t to, sive ¶c' A54.tA/5oP?1 - . I .• .r:- • • • 1' I • •Ii .1 • I I I. • . I I JOB NAME_ ATKINSO, JOHNSON & SPURRIER, INC. SHT._M U OF__________ DATE____________ CONSULTING ENGINEERS BY JOB NO. _________________________________ ------ -------------------------------Th_ WIL PO - - 4 H - . . I - ...... •1' - - I I ---------------- : 1 - -.L H H • 1--- 1 T 4 ..LAr'J, • H: MrD clE1Z 64p3 J w4 I Li I •I II.H -- H ;. - )l. ) > L&sq - - - •• . ('4 . 0 a. ROBERT PRATER ASSOCIATES Robert R. Prater, C.E. 1942-1980 Consulting Soil, Foundation & Geological Engineers Wm, David Hespeler, C.E. March 4, 1986 169-21), 7036 S - Graham International, Incorporated 2121 Palomar Airport Road, Carlsbad, California 92008 Attention: Ms. Susan Graham Re: Update Report Building IV Graham International Facility Palomar Airport Business Park Carlsbad, California Gentlemen: In accordance with the request of your architect, Mr. William Branyan of Hope Consulting Group, in San Diego, we have prepared this update report for the subject building. A geotechnical investigation for the entire Unit 1 portion of the business p'ark was previously performed by Lowney/Kaldveer Associates, our predecessor firm, the results of which were presented in a report dated February 26, 1974. The results of earthwork observation and testing services in connection with the 1974 grading operations which included Lot 13 ('the Graham International Facility site) were summarized in a letter report dated, October 11, 1974 by our predecessor firm. In addition, soil and foundation, engineering recommendations for Lot 13 were presented in our letter report dated August 17, 1979. ' It is our understanding the proposed building will be a three-story structure; the finish floor elevation will be 301.7 feet. Only minor grading will be - necessary to attain the planned finish grades. A review of our records indicates that prior to any grading the original ground elevations at the building site ranged from about 300 to 308 feet. , The site was previously cut graded to elevations between 'about 300 to 303 feet. The proposed finish subg'rade elevation of the building will be approximately 301 feet. Our recent inspection indicates that a turf covered landscape mound now covers t,he building site up to a maximum elevation of about 307 feet. Based on the preceding information and review of the plans, it is our opinion that the site is suitable for construction of the proposed building provided the uncontrolled landscape fill is entirely removed to undisturbed formational material. The -depth and areal extent of removal should be determined by our 10505 Roselle Street, San Diego, California 92121 (619) 453-5605 , 0 W March 4, 1986 169-213, 7036 Page 2 representative at the time of construction based on an examination of the soils exposed. Detailed earthwork and foundation recommendations for the design and construction of the proposed building are presented in the following paragraphs. A. Earthwork The site should be stripped of any surface vegetation and cleared of any trash and debris that may be present at the time of construction. The cleared and stripped materials should be disposed of off-site. After the site is cleared and stripped, all existing fill soil should be removed down to undisturbed formational material. Subgrade Preparation After the site has been cleared, stripped, and the required excavation made, the exposed subgrade soils in those areas, to receive fill and/or building improvements should be scarified to a'depth of 6 inches, moisture conditioned, and compacted to the requirements of Item A.3., "Compaction;" Material for Fill All existing on-site soils with an organic content of less than 3 percent by volume are suitable for use as fill. Imported fill material should be a non- expansive (less than .2 percent'swell), granular soil with a plasticity index of 12 or less. In addition, both imported and existing on-site materials for use as' fill should not contain rocks or lumps over 6 inches in greatest dimension and not more than 15 percent larger than 2-1/2 inches. Compaction All fill should be compacted to a minimum degree of compaction of 90 percent based upon ASTM Test Designation D 1557-78. Fill material should be spread and compacted in uniform horizontal lifts not exceeding 8 inches in uncom- pacted thickness. Before compaction begins, the fill should be brought to a water content that will permit proper compaction by either: 1) aerating the fill if it is too wet', or 2) moistening the fill with water if it is too dry. Each lift should be thoroughly mixed before compaction to ensure a uniform distribution of moisture. Trench Backfill Pipeline trenches should be backfilled with compacted fill. Backfill material should he placed in lift thicknesses appropriate to the type of compaction equipment utilized and compacted to a minimum degree of compaction of 85 percent by mechanical means. 'In all slab-on-grade and pavement areas, the upper portion of the backfill to a depth equal to 1.5 times the trench width, but not less than 3 feet, should be compacted to a minimum degree of compac- • tion of 90 percent. In pavement areas,, that portion of the trench backfill within' the pavement section should conform to the material and compaction requirements of the adjacent pavement section. . March 4, 1986 169-21), 7036 Page 3 Drainage Positive surfacegradients should be provided adjacent to the building and roof gutters and downspouts should be Installed so as to direct water away from foundations and slabs toward 'suitable discharge facilities. Ponding of surface water should not be allowed adjacent to the building. Construction Observation Variations in soil and geologic conditions are possible and may be encountered during construction. In order to permit correlation between the preliminary soil and geologic data and the actual conditions encountered during construc- tion and so as to assure conformance with the plans and specifications as originally contemplated, it is essential that we be retained to perform on-site review during the course of construction. . All earthwork should be performed under the observation of our representative to assure proper site preparation, selection of satisfactory fill materials, as well as placement and compaction of the fills. Sufficient notification prior to earthwork operations is essential to make.certain that the work will be properly observed. ' B. Foundations 1. Footings We recommend that the proposed buildingbe supported on conventional, Indivi- dual-spread and/or continuous footing foundations bearing on dense natural' soil. All footings should be founded at least 18 inches below the lowest adjacent finished grade. Footings located adjacent to. the tops of slopes should be extended sufficiently deep so as to provide at.least'8 feet of hori- zontal cover or 1-1/2 times the width of the footing, whichever Is greater, between the slope face and outside edge of the footing at the footing bearing level. Footings located adjacent to utility trenches should have their bearing surfaces 'situated below an imaginary 1-1/2 to 1 plane' projected upward from the• bottom edge of the adjacent utility trench. ' At the recommended depths footings may be designed for allowable' bearing pressures of 5,000 pounds per square foot (psf) for combined dead and live loads and 6,700 psf for all loads, including wind or seismic. The footings should, however, have a minimum width of 12 inches. All continuous footings should contain top and bottom reinforcement to provide structural continuity and to permit spanning of local irregularities.' In order to assure that footings are founded on soils of sufficient load hearing capacity, it is essen-' tial that our representative inspect the footing excavations prior to the placement of reinforcing steel or concrete. . Settlements under building' loads are expected to be within tolerable limits for the proposed structures. For footings designed in accordance with the recommendations presented in the' preceding paragraphs we' anticipate that post- construction differential settlements between adjacent columns and/or walls will not exceed 1/4 inch. March 4, 1986 169-2D,. 7036 Page 4 2. , Slabs-On-Grade Concrete slabs-on-gade may be supported directly' on non-expansive compacted fill soil and/or firm undisturbed non-expansive n,atural soil. Slab reinforcing 'should be provided in accordance with the anticipated use of and loading on the slab. As a minimum, however, we recommend .that the slabs be reinforced with 6x6-W1 .4xW1 .4 welded wire fabric to minimize hairline cracking of the slabs due to concrete shrinkage. ' In 'areas where moisture-sensitive floor coverings are to be utilized and in other areas where floor dampness would be undesirable, we recommend that consideration be given to providing an impermeable membrane beneath the slabs. The membrane should be covered with 2 inches of sand to protect it during construction. The sand should be lightly moistened just prior to placing the concrete. 3. Lateral Loads Lateral load resistance for building supported on footing foundations may be. developed in friction between the foundation bottoms and the supporting subgrade. An allowable friction coefficient of 0.35 is considered applicable. An additional allowable passive resistance equal to an equivalent fluid weight of 250 pounds per cubic foot acting against the foundations may he used in design provided the footings are poured neat against the adjacent undisturbed native soils and/or compacted fill materials. T Our services consist of professional opinions and recommendations made in accordance with generally accepted geotechnical engineering principles and practices. This warranty is in lieu of all other warranties either express or implied. If you have 'any questions, please call. Very truly yours, ROBERT PRATER ASSOCIATES Zia Yazdani, RCE No. 38,979 • ' " ZY,:ls : ' ' • Copies: ,Addres'see (3) ' • ' • Hope Consulting Group, Attn: Mr. William Branyan (2) V oK ( HOPE CONSULTtNE GROUP May 21, 1986 ARCHITECTURE/PLANNING ENGINEEPING/T'iTERICR DESIGN 401 WEST (f STREET SUITE 50U poSr OFFICE BOX 2408 SAN IXEGO.CA92112-4171 USA rELECOpIEp, 6191233-43T7 TV'/X: Si0.3.3S-iS'T 'OPECOSDG rELEpHoTIE: 619/233-5251 HOPE SAN DIEGO HOPE SAN FPANCSCO H01'E O'JEP3E,41; HOPT ENGINEERS liIiE RHO PB Mr. M. Orenyak, Department Head City of Carlsbad Building Department 1200 Elm Avenue Carlsbad, CA 92008 RE: Graham IV AE No. 85311.22 El eva.toF Door, 'Smoke Gas'ketng Sy.teni J\ppro'ial. Dear Mr. Orenyak: . . . This letter is an attempt to clarify, to the best of my understanding, the position.of.all interested parties with regard to the above: ....1; Informal acceptance: Everyone that has read the product tests and applications history agrees that it is preferable from a life/safety standpoint to the addition of a smoke door, recognizing the, latter's acknowledged fail-potential . One official stated off the record that he would go so far as to "accept and encourage its use". ' 2; .-,Field Test :` No one understandably wants to go on :record as formally 'approving a fi'el.d test (as opposed to a controlled laboratory test) even though .a field 'test by U.L. as' already-'beer. successfully completed (Project 845C10323). .•3.• -' Conclusion: -I therefore respectfully request that aproval of the product :--'be' granted on. the basis of tests already.performed.and.reviewed, together.'. With a satisfactory status' report on pending I.C.B.O. approval , with the -added suggestion that if the elevator manufacturer" (Reliable) is prepared . to help conduct an informal-. test with the cooperation 'of the manufacturer, W. be obsr,eu—b 1 prtics -s d 'ter of.-rtcrect to i] cdhe recorded as same Trusting-the foregoing may e considered a fair. assessment -of 'the 'current situation. ' Sincerely, , HOPE CONSULTING GROUP RECEIVEn cc: Ms. Susan Graham Senior 'Project Architect' Kenneth C Curtis,A.I,A. KCC/jst ,, ' ' - • Building Department c.fl' CITY OF CARLSBAD PA/1Y231986 ' Messrs.u'a d T. Mato (Carlsbad Building Department) Ms. Helen Lewis, "Sealeze" ' Ms. A. Michalek, Reliable Elevator • Mr. Pat Ryan, Fire Code Consultant HOPE CONSULTING GROUP ARCHITECTURE/PLANNING ENGINEERING/INTERIOR DESIGN .:3i0/Tsr A' ' ET SUITE 500 POST OFFICE BOX 2488 54 DIEGO, C.? 82112.4171 US? iELECOPIER' 619/233-4397 1'WX: 9I0-335-1677HOPECO SOC TELEPHONE 919/233-5251 -C?E S0 DIEGO NOPE SAN FR.ANCISCC NOPE OVFP.SOS TcEE-GINEETS CiE9H?PE GRAHAM INTERNATIONAL - PHASE IV A&E No. 85311.02 MEETING NOTES MEETING DATE: April 29, 1986 LOCATION: City of Carlsbad Building Department ATTENDEES: Marty Orenyak City of Carlsbad Thiliüd le 3 City of Carlsbad Lyle Willis PWNA Ken Curtis HCG NOTE: Please report to the writer any objections to the above report. Revisions will be recorded in the next meeting or by an Addendum to this report. ------------------- Items discussed: Two major issues were discussed, both of which if implemented, will cause financial hardship to the Owner. Items were not required in previous buildings because they were approved under the '79 UBC. Smoke gasketting of elevator doors in lieu of smoke doors "Sealeze" will report the status of their ICBO listing directly to Mr. Orenyak. In the 'event the report is not conclusive, he will consider conducting a smoke test in one of the existing Graham buildings. Remaining literature including approvals and UL tests were retained for review. Inviolate tunnel exit . Acceptance of fire/smoke dampers will be reviewed by the Carlsbad Fire Dept. and we will be notified of their decision. /as xc: . Attendees Susan Graham Gene Meyer Esgil GJB, VMZ HOPE CONSULTING GROUP ARCHITECTURE/PLANNING / ENGINEERING/INFERIOR DESIGN / May 7, 1986 401 'NEST STREET SUITE 500 POSE OFFICE BOX 2488 SAN DIEGO, CA 92112.4171 USA TELECOPIER: 619/233-4397 TWX: 910-335-167.7 HOPECO 500 TELEPHONE: 619/233-5251 HOPE SAN DIEGO HOPE SAN FRANCISCO HOPE OVERSEAS HOPE ENGINEERS NT E RHO FE Mr. Gene Myer Esgil Corporation 9320. Chesapeake Drive, Suite 208 San Diego, CA 92123 RE: Graham IV S A&E No. 85311.22 Plan Check #86-117, Item Numbers 74 and 136d - Dear Gene: - I was notified by telephone today by Mr. Plude, Senior Building Inspector of Carlsbad, that the Carlsbad Fire Marshal has agreed to the following: Item No. 74: A cold smoke test of the "Sealeze" elevator door gasketing system retrofitted to the existing identical Graham III build- ing, process is contingent upon a funding agreement between . - the Owner and manufacturer. We propose to show the system on the corrected drawings noted, "Subject to Satisfactory Test Performance Approval by Carlsbad Fire Marshal". Should the system fail the test, we will install the 20 minute hold-open smoke doors by change order. Item No. 136d: The penetration of the one hour ground floor exit tunnel by - approved one hour smoke/fire dampers. Hope Consulting Group wishes to thank all parties involved for their coopera- tion in helping to reach the above decisions. I will call for an appointment to review the remaining corrections toward the end of next week. S Sincerely, HOPE CONSULTING GROUP L4 G Kenneth C. Curtis, A.I.A. Senior Project Architect KCC/jst cc: sbad Ms. Susan Graham,Graham International, Inc. Mr. Carl Bauman, CSB Agency Mr. Lyle Willis, PWNA . Ms. Wanda Watts,. Sealeze • • • - • ERK, VMZ, GUB • S S May 7, 1986 I Q-.. TO: MARTY ORENYAK FROM: Mike Smi ELEVATOR SEAL GRAHAM IV Based on data provided by your office I concur with you-that the Seal Eze brush seal will mitigate our concerns regarding a smoke and draft seal on elevator car doors. I don't think it is necessary to conducta smoke test. I. think it is very important however, that the elevator man- ufacturer -and installer approve and supervise the installation and that the seal installer be knowledgeable regarding the manufacturers instructions and the: UL listing requirements. Beyond that, a visual inspection and observance of the door cycling wiilbe done by this department. Mike Smith LISTING EXPIRES. JUne30 H OFF IqF. F,TflF st CA 1986 CALIFORNIA . STATE FIRE MARSHAL M12536 vtc -. Listing No. 4070-931:100 GASKETLNG MATERIALS FOR FIRE DOORS LISTEE --- Sealeze Corp., 8011 Whitebark Terrace, Richmond, VA 23237. . DES IGN---Therm-L-BrUSh Gasketing Material.... APPLICATION --- For. use on listed steel door frames and listed steel-covered composite, hollow metal, rolling steel and passenger elevator type -fire doors. INSTALLATION---In accordance with manufacturer's instructions and in compliance. with applicable codes and standards. MARKING---U L , Inc Label APPROVAL--.-Listed for use with listed steel door frames and listed steel-covered composite, hollow metal, rolling steel and passenger elevator type fire doors up to 3 HR rating This will certify that the above complies with the provisions of Title 19, California Administrative Code In effect on the date of Issuance, • • 0 • • • • . • • STATE FIRE MARSH 0 Cate issued November 16, 1982 By 6L7 Rev. • . . . • 0 • • 0 • • 0 •:.• 0 •: • • S S103.1 City and County of San Francisco Department of Public Works Bureau of Building Inspection Issued: July 16, 1985 Expiration:. July 16, 1987 General Approval No. 907S103.1 THEN-L-BRUSH Smoke Sealant On Passenger Elevator Doors And Other Fire Doors. Fire Protected Openings Sealeze Corporation . . . . . 801.1 Whitebark Terrace . . . Richmond, Virginia 23237 .. . . Attention: Helen Lewis . . Approval for use is hereby granted for the subject product, 'as follows, for a - period of two years. DESCRIPTION: . . . . . . . Sealeze Therm-L-Brush.is a UL classified gasketing material intended for application to listed steel fire door frame and/or classified steel composite,' hollow-metal rolling steel, and passenger elevator type fire doors rated up to ) and including 3 hour. Therm-L-Brush consists of a flexible nylon filaments bristles fixed into an aluminium extrusion frame available in different sizes and shapes.to provide for door jamb seals, astragal seals and bottom of door seals. CONDITIONS: . . . . . 1 • Therm-L-Brush shall be installed per manufacturers, instructions and per requirements of UL listing and door or door frame manufacturer. 2. Therm-L-Brush shall have the UL label affixed to the aluminium frame and visible for inspection after. installation. The UL label shall, indicate "Gasketing Materials for Fire Doors". LIST OF CORRESPONDENCE: S -. S S , S S • Request letter dated June 13, 1985 and July10, 1985; Sealeze Corporation' , installation details dated 10/1/84; UL test report File #R10995 Project #54SC1 0323 dated June 22, 1984. S • - - S. ,• • . S ' - S "• S (415) 558- 861- 450 McAllister Street San.Francisco 941O2- S 'V S A' S. Sealeze Corporation General Approval No .907S1 03.1 0 July 16, 1985 Page Two GENERAL REQUIREMENTS: General conditions applicable to all approvals are in Code Ruling No. BC-105-1'. Particular attention is directed to paragraphs B and C which define the responsibility of the approval grantee in regard to maintaining validity and obtain renewal of this approval. . S Very truly yours, Franklin Lew, Acting Superintendent Bureau of Build* spec tion I, . . . L. L. Litchfie , PE r Acting Deputy. Superintendent . .• • LLL:lm ' . . 0 • Attachments: CR#BC-105-1 ' . CPB Receipt #42384 . S. • S cc: SFFD,S Chief J.' Medina • AlA, Marie Farrell Files, BBI •• . S • . S • 0• Robert Wolff S . S • • S , S Willis & Assoc. S • 0 - 5 5 545 Mission Street San Frànciscó, CA 94105 - S 5 • S - • S CONMISSIONCRI RACHEL GULLIVER DUNNE PRESIDENT MARCIA MARCUS VC( PRESIDENT. ELVINW.MOON TOSHIKAZUTERASAWA PHIL LIP VACA CITY OF Los ANGELES CALl FOR NIA DEPARTMENT OF BUILDING AND SAFETY 402 CITY HALL • LOS ANGELES CALiF 90012 FRANK V. KROEGER - GENERAL MANAGER TOM BRADLEY MAYOR Sealeze Corporation RESEARCH REPORT: RR .24650 8011 Whitebark Terrace Rirhmond,' VA: .23237 Date: March 19, 1985 Attn: George A. Allen, Jr.. GENERAL APPROVAL - Sealeze Corporaton Therm-L-Rrush gasketing - material for fire door assemblies. . The above product is approved until April 1, 1986. . DETAILS . -, ... .. . . ..• Therm-L-Brushgasketing materialconsists 'of flexible brushes with nylon filaments. The material is attached to door edges to seal gaps and reduce air infiltration..* . Sealeze Corporation Therm-L-Brush, gasketing material is approved foruse with steel covered composite, hollow-metal rolling steel, and passenger elevator type fire door assemblies rated up to 3 hours. The material shall bear a UL label. DISCUSSION This approval is based on tests. . . For this General Approval to be valid on any 'individual construction project in the City of Los angeles, an engineer or inspector of the' Department of Building and Safety must make a,- determination that all conditions of the' General Approval . . :' •. ' • ' RR 24650 . . Pace I of'2 AN EQUAL EMPLOYMENT OPPORTUNITY-AFFIRMAT1VC ACTION EMPLOYER Sea leze Corporation RE: Therm-L--Brush Gasketing Material for Fire Door Assemblies required to provide equivalency have been met in the case of each construction project under consideration. ,2t2. W. HAGEMAN, Chief Research and Development Division APPROVED BY • • • • • EARL SCHWARTZ, Chi - • Resource Management Bureau • 'fd RR24650 73 08730/SEA BuyLine 2178 SEALEZE. CORPORATION TABLE OF CONTENTS The Sealeze Corporation .................................2 Standard Sections .......................................3 Bottom of Door Seals ...................................... 4 Compression Seals ................ ........................... 4 Automatic Door Bottoms .......... ......................... 4 Door Jamb Seals .........................................5 Astragal Seals ............................................5 Thresholds..............................................6 Installations .............................................7 Assembly....................................... ........... 8 SEliLEZE CORPORATION. MR/Manufacturer Sealeze CQrporation (pronounced "Seal-Easy') is the U.S. originator of industrial grade, brush weatherstripping. The concept and production methods we use are adapted from the largest brush manufacturer in Europe, Kleeneze Ltd., our parent company. Sealeze is currently a leading supplier for architectural weatherstripping, elevator door seals, and fire door gasketing in the U.S. and Canada. INDEX . Item Code Page Number Item Code Page Number BX15 .....................4 TP51O ....................6 BX16 ......................4 TS512 ......................6. BX17 .......................4 15514 ...........: ......6 BX18 .....................4 TP525 .....................6 M100.....................5 E545 .....................3 M102 .....................5 1P550 ....................6 M103 ......................5 1P562 ....................6 J135......................5 E580 ......................3. J140 .......................5 E590 ......................3 A145 .....................3 TS612 ....................6 A180 ......................3 G645 .....................3. A182 ..............,:.....s G680 .......................3 A183 .....................5 G685 .....................3 A190.....................3 G690 .....................3 B245 ......................3 H745:....................3 B280 .....................3 H780 .....................3 B290 .....................3 H785 .....................3 L320....................... 4 l-i79 .....................3 C345 ......................31845 .....................3 . C380 .....................31880 .......................3 C390.....................31885 .......................3 TS412 ....................6. 1890 ......................3 D4.45 ....................3 K900 .....................4 D480 ......................3 F1000 ....................4 D490 .......................3 F3000. .....................4 PP/Product Piesentation DESIGN Sealeze Therm-L-BrushT" seals use thousands of. special nylon filaments locked in a high grade metal backbone. They will provide an air tight seal (up to .98.5%*) on almost any door configuration. These low drag, long wearing brush seals reduce air infiltration and heat loss, cut fume and smoke transfer and provide a reliable control of air movement in any application. ENERGY EFFICIENT Unlike common vinyl or felt compression seals, Sealeze brush seals can conform to fit surface irregularities. They will effectively seal gaps from 1/32" to 4" with no special hardware. Sealeze brush seals have been used to, control air flow around entry doors, elevator doors, revolving glass doors, corrugated garage doors and aircraft hangar doors of every size. They provide an excellent seal for the simplest entry door to the most complex, difficult overhead doors. We have tested our seals for over 2,000,000 cycles to assure that your customers have a dependable, long- lasting and cost-effective weather seal. In fact, typical Therm-L-Brush installations have an average realized payback of under 23 months. Independent test results. BSRIA #2423. Copies available on request UL CLASSIFICATIONS "Therm-L- Brush is a UL classified gasket material for hollow metal, steel covered composite, rolling steel and passenger elevator, type doors. rated up to and including 3 hours" For installation on other rated doors, contact yoUr local Sealeze representative. SIZE RANGE The carefully selected sizes and shapes listed in this. catalog offer a comprehensive range to fit most applications..Custôm work is available as well as technical consultation. AC/Availability Cost All the Therm-L-Brush products listed in this catalog are available as "stock" items from our Richmond, Virginia plant Price lists, CSI Specification sheets, installation sheets and additional materials are available from the factory or from your local representative. MF/Matenals, Finishes Sealeze aluminum extrusions are 606315 or 16 alloys unless so specified. Mill finish (MIL)Js standard. Other finishes such as clear anodized (CLA), statuary bronze hardcoat (DUR), dark brown painted (DBP), or gold anodized (GLD) are available on most extrusions. The filament used is a special UV treated black, type 6 nylon. Other filament colors are available. Metal brush filaments are also available by special request 2 Standard Sections SERLEZE Buyline 2178 28H6 CORPQRRTIOt1 PRODUCT NUMBER DIMENSIONS [ FINISHES AVAILABLE V X Z IMIL CLA DBP DUR IGLD A180 .20 .65 .40 X X X X B280 .25 . .65 .55 X X - C380 .30 .75 .60 X X X C380 .30 1.10 .60 X D480 .40 1.10 1.00 x X E580 .40 1.20 1.60 X X X G680 .55 1.35 1.75 X X X G685 .55 5.50 1.75 X X H780 .55 1.35 2.50 X X X H785 .55 5.50 2.50 X X 1880 .55 1:35 4.00 X 1 X X 1885 .55 5.50 4.00 X 1 X NOTE: All items stocked in 100" blanks cut to size by request. All items have screw slots unless specifically requested otherwise. PRODUCT DIMENSIONS FINISHES AVAILABLE NUMBER X V Z MILLCLA DBP DUR A145 .50 .20 .40 X j 8245 .6.5 .30 .55 X C345 .70 .35 .60 X D445 .85 1 .40 1.00 X .x E545 1.00 .50 1.60 1_x X G645 1.15 .55 1.75 .X _____ X H745 1.15 .55 2.50 1. X X L 1845 1.15 .55 4.00 X . . X NOTE: All items stocked in 100" blanks cut to size by request. All items have screw slots unless specifically requested otherwise. PRODUCT DIMENSIONS FINISHES AVAILABLE NUMBER X V Z MIL CLA DBP DUR A190 ' .55 •. .20 . .40 X 8290 .70 .30 : .55 X C390 .90 .35 .60 X D490 1.10 .40 1.00 X I E590 ' 1.15 .50 1.60 X G690 1.40 ' .55 1.75 X H790 1.40. .55 2.50 X 1 890 1.40 . .55 4.00 X NOTE. All items stocked in 100" blanks cut to size by request. All items have screw slots unless specifically requested otherwise. 3 28H6 J140—Available in MIL finish only. J140 Typical application PRODUCT NUMBER DIMENSIONS AVAILABLE. FINISHES J1TV I W M100 40 50 .23 1.187-1 Mil Finish Only M102 25 .50 1 .23 187*1 Mil Finish Only M103 .35 .30 .23 .187*1 Mil Finish Only 3/16" Recommended TRIM TAPE STRIP. . -.45•• 35* .E~ \ J135—Available in CLA DURor GLD finish. 28H6 ' 08730/SEA Door Jamb and SEALEZE BuyLne 2178 Astragal Seals/Kits CORPORATION UA/Uses, Applications DOOR JAMB SEALS/KITS These two perimeter designs will provide a reliable seal without restricting automatic closers. Tested for 2,000,000 cycles, these higiT-quality brush seals also provide long lasting, cost-effective service. Sealeze UL'TM listed jamb kits cover head and jambs. Separate sweeps should be ordered from. Page 4 and thresholds from Page 6. J 140 kits come with screw slots so they may be adjusted after installation. J135 kits have countersunk screw holes for a neat, flush finish. Appropriate self- drilling fasteners are provided with both kit styles. .Thè following J140 and J135 kits are available as 'stock" items: 17 ft kit fits: 37" x 7'0" door 18 ft kit fits: 4'O"x 7'O"door 20 ft kit fits: 67" x 77" door ASTRAGAL SEALS/KITS With the exception of our special M-100 Series inset astragal seal, most Sealeze brush seals maybe used as astragals or sweeps. Some applications are shown here assamples. M-1 00 Series inset for wood doors provides an O.E.M style installation which requires no fasteners. Simply route a 3/16" slot hammer in the holding section and slide in the brush. J135 Typical application Jamb weatherstrip material is also available cut to length and as 10'0" blanks. z tl z + x JL 28H6 PRODUCT NUMBER DIMENSIONS AVAILABLE FINISHES X Z MIL i CLA DUR GLD A180 .65 .40 X X X X A182 .65 .20 X X X X A183 .65 .30 X X X X 6280 .70 .55 X X X C380 .75 .60 X .X X C380 1.00 .60 X Standard kits come slotted with screws. For glass door kits please specify "UNSLOTTED WITH TRIM AND DOUBLE FACED ADHESIVE' 14' kit contains 2 @ 7'0". 16' kit contains 2 @ 8'.0". . 5 Header . Sweep Installations SMLEZIE Buylune 2178 CORPORfiTION ..) HOLLOW METAL DOORS Typically, angled Therm-L-Brush (page 5) using an aluminum holding section is attached to the jamb side of a hollow metal door. Sweeps can go on either side. Suggested installations sequence is: full-width header, buff-fit jambs, then close-fit sweep. Typical header, jamb, sweep and astragal installations. NOT TO.SCALE Jamb Astragal Please call or write for more detailed instructions. Specify application. HOLLOW METAL SLIDING DOORS Typically, straight Therm-L-Brush (page 3) using an aluminum holding section is attached to the sliding door so that it seats on the jamb when the door is in the closed position. Headers are attached to the interior wall using either straight, 900 or special angled extrusions. (Elevator seals require special care.) Sweeps may be attached on either side. Astragals require two 450 extrusions as shown. Typical installations. - NOT TO SCALE alternate postioo Please call or write for more detailed instructions. Specify application. ROLLING STEEL DOOR' Typically, angled Therm-L- Brush (page 5) using an aluminum hOlding section is attached to angle iron tack- welded to the "C" guide or to a wood plate attached to the wall. Headers are attached to the interior wall or to the base of the reel cover. Sweeps (not shown) may be used if needed in some applications. They must still be "Touch Fit however, as they will not support the door's weight Please call or write for more detailed instructions. Specify application. SEGMENTED DOOR Typically, straight Therm- L-Brush (page 3) using an aluminum holding section is attached outside the door on the jamb. Angled sections are attached as headers and sweeps. Alternate Fl 000 and F2000 door bottoms (page 4) may be used. Typical installations. NOT TO SCALE Please call or write for more detailed instructions. Specify application. AIRCRAFT HANGAR DOOR• Typical hangar door installations use large section brush and heavier extrusions with attachments similar to those shown here. Please specify BanrayT ultra violet resistant nylon brush. Please call or write for more detailed instructions. Specify application. Typical installations NOT TO SCALE BUILDING DATA FORM BUILDING ENVELOPE COMPLIANCE PROJECT TITLE: GRAHAM BUILDING #4 LOCATION: CARLSBAD FORM 1 Pôc'. 13y 'Jf K PROJECT DESIGNER: SITE DESCRIPTION Location Code Number (from Table 2 of Appendix 1) 1. 70.00 Latitude 33.00 Degree Days-heating (from Table 2 of Appendix 1) 1,952.00 SF, Solar Factor (from Fig 4.1.17 or Table App.1) 122.60 • Delta 1, ASHRAE design temp - 78 degrees (from Table 2 of Appendix 1) 6.00 BLDG. DESCRIPTION Occupancy Type Code Number (from Appendix 1) 54.00 • Gross heated floor area, sq.ft. 34,550.00 Number of floors 3.00 Ground Floor Perimeter, ft. 9.. 420.00 Longest diagonal dimension at ground floor, ft. 150.00 Height, ft. 36.00 Wall Surface Area opaque wall 9,012.00 window-sunlit 4,005.00 window-north shade 13.1 1,561.00 door 0.00 • • Total Aow 14,578.00 Heat Transfer Coefficients (see Section 4.1.8)* winter Uwall 0.080 (heating) Uwindow • 1.100 Udoor 0.000 suriier Uw 0.080 (cooling) U 1.060 Udoor 0.000 Shading coefficient of glass . • SC 0.450 Weight of Wall Construction, lb/ft2 * • W 17.000 Mass Correction Factor (from Fig 4.1.16) * MCF • 1.000 Equivalent Temperature Difference • TDeq 44.000 ROOF Surface Areas • • • Aopaque roof 26. 11,875.00 Askylight 27. 0.00 • • Total Aor (26+27) • 28. 11,875.00 • • %skylights (26/27) 29. 0.00 Enter the difference between line 27 and 5% line 28, whichever is greater • of 0.00 • Enter the sum of line 26 and line 30 11,875.00 BUILDING DATA FORM - BUILDING ENVELOPE COMPLIANCE Page 2 of Form .1 PROJECT TITLE: GRAHAM BUILDING #4 Heat Transfer Coefficients (See Section 4.1.8)* winter Uroof 32. (heating) Uskylight 33. summer Ur 34. (cooling) Us 35. Shading Coefficient of skylight SCs 36. Mass Coefficient (from Fig 4.1.16) * Mc 37. Absorptance Ac 38. Floor Floor Area over unheated space Aof 39. U-value for floor * Uof 40. HEATING DESIGN CRITERION Standard Uow (from Fig 4.1.2) 43. Standard Uor (from Fig 4.1.3) 44. Standard Uof (from Fig 4.1.4) 45. Maximum allowable Uo(frorn Fig. 4.1.1) • 46. Proposed Uow (from Fig. 4.1.7) 47. Proposed Uor (from Fig. 4.1.10) • 48. Proposed Uof (from line 40) 49. Proposed Uo (from Fig. 4.1.1) 50. Line 50 must not - exceed line 46 COOLING DESIGN CRITERION Standard 0TTVw (from Fig. 4.1.15) • 51. Standard OTTVr (41 x line 44) • • : 52. • Standard OTTV (from Fig. 4.1.13) • :53. Proposed OTTVw (from Fig..4.1.14) • 54. • Proposed OTTVr (from Fig. 4.1.14) • 55. Proposed OTTV (from Fig. 4.1.13) 56. : •. • • Line 56 must not • exceed. line .53 • * Represents weighted averages orm2 MATERIALS DATA FORM BUILDING ENVELOPE COMPLIANCE Project Title TH41 4 Documented by c3M-P Date Location Checked by, t&) Project Designer. Date_____ Wall Wall Type 1 Weight of wall construction, lb/ft2 (see Sec. 4.1.8) .' W i. • Heat Transfer-Coefficient (see Sec. 4.1.8) U1 2 O' Surface Areas (attath sheets to document any additional Orientation 3 ' compass orientations) .5 Area 4 Orientation 5 7 YO Area 6 _________ - Orientatiàn 7 Area 8' ___________ " '• Orientation 9 Il - Area 10 710 - Wall Type 2 -- S Weight of wall construction, lb/ft2 w2 1 iS /s Heat Transfer Coefficient " U2 12 Surface Areas (Attach sheets to document any additional Orientation 13 compass orientations) - ' Area 14 _________ J cY Orientation 15 6 Area 16 jI8q- S - S S . Orientation 17 Area 18 Orientation 19 Area 20Ii4 • Wall Type 3 - • Weight of waitconstruction; lb/ft2 W3 21 Heat Transfer Coefficient S U3 22 Surface Areas (Attach sheets to document any additional Orientation 23 compass orientations) • • Area 24 • Orientation 25 • . S Area 215 - Orientation 27 ,I S Area 28 Orientation 29 • r -' - - Area 30 A1EflIALS DAFA Fu11;4— ILUi' EJvELu;E OOI'Li,U Pap 2 oi Form 2 PROJECT TITLE Wall Type 4 Weight of wall construction, lb/ft2 . W4 31 Surface Areas (Attach sheets to document any additional U4 32 ' compass orientations) Orientation 33 Area 34 . . . . . '. Orientation 35 Area 36 / . ' ' ' ' ' Orientation 37 Area 38 Orientation 39 Area 40 Glass Type' 1 , . Shading coefficient (from Table 3 of Appendix 1 or mfrs. data) 41 __1610 _________ Heat Transfer Coefficient (from mfrs. data) 42 / Surface Areas (Attach sheets todocument any additional Orientation 43 _____________ compass orientations) , ' Area 44 _56I Orientation 45 Area 46 495 . . - . . . . Orientation 47 Area 561 48 __________ - '. . . r . . . Orientation 49 , Area 50 45- . . Glass Type 2 Shading coefficient (from Table 3 of Appendix 1 or mfrs. data) 51 ' Heat Transfer Coefficient (from mfrs. data) , 52 Surface Areas (Attach sheets to document-any additional Orientation 53 ' tj compass orientations) , Area 54 I.00O Orientation ' 55 Area 56 _________ Orientation 57 Area 58 /000 , S • , - S - , • ' Orientation 59 - ' , • Area 60 7o Glass Type 3 • ' Shading coefficient (from Table 3 of Appendix 1 or mfrs. data) 61 Heat Transfer Coefficient (from mfrs.data). ' , • 62 Surface Areas (Attach sheets to document any additional Orientation 63, compass orientations) - Area 64 - • - - S Orientation 65 ' - ' S S - - Area 66 / - " S - : • • Orientation 67 / - - Area 68 - • • S ' S • Orientation 69 ' S • - - - S - Area 70 MATERIALS DATA FORM - BUILDING ENVELOPE COMPLIANCE Page 3 oi Form 2 PROJECT TITLE 4 Glass Type 4 S Shading coefficient (from Table 3 of Appendix 1 or mfrs. data) 71 Heat Transfer Coefficient (from mfrs. data) 72 Surface Areas (Attach sheets to document any additional Orientation 73 compass orientations). Area 74 / Orientation 75 Area 76 Orientation 77 Area 78 Orientation 79 Area 80 Roof Roof Type 1 Weight of roof construction, lb/ft2 (see Section 4.1.8) 81 1-1 0 15F S HeatTransfer Coefficient (see Section 4. 1.8) 82 •04'2 S • Surface Area (Attach sheets to document any additional roof types) 83 ___________ Skylight Area 84 - Skylight Shading Coefficient (from Table 3 of Appendix 1) • 85 Skylight Heat Transfer Coefficient (U-value) 5 86 Floor : Floor Type 1 (floors over non-air conditioned spaces only) •. • S - • • Weight of floor construction, lb/It2 (see Section 4.1.8) • 87 -• Heat Transfer Coefficient (see Section 4.1.8) • • 88 - S • Surface Area (attach sheets to document any additional floor types) • 89 - S Doors • S Surface Area S 90 - • Heat Transfer Coefficient (U-value, see Table'4 of Appendix 1) 91 - Form 3 HEAT TRANSFER co FT PROPOSED CONSTRUCTION ASSEMBLY Documented by Pj.ctTs LocütIon .. Data project hekd by - Date • List of Construction Components R \• - 2. - 3 4 -:4 tGIt) \JLJ) 0. Inside Surface Air Film cooling heating Sketch of Construction Assembly - Outside Surface Air Film , SI? WEIGHT: lb/f-i2 • cooling heating Check one - Total Rosiatanca • Wall - • S • cooling heating S S Roof Value (I/Re) . cooling heating Floor .- HEAT TRANSFER COEFFICIENT PROPOSED CONSTRUCTION ASSEMBLY Form 3. Project Tide Docum.ntdby - - Lc,don v'A4 P' . Data Project D.ser Chocked by Data List of Construction Coniponenti R 1. LUHIUH, PL 2.47T NUL 3. . . ., 4 • 6. 7 Inside Surface Air Film Sketch of Construction Assembly WEIGHT: 161, D O . lb/ft2 Check one: Wall, Roof - Floor cooling heating Outside Surface Air Film . . '5 .17 cooling heating Total Resistance At . cooling heating Li-Value (I/R,) •. ,C).z:l.. . • cooling heating HEAT TRANSFER COEFFICIENT Form 3 PROPOSED CONSTRUCTION ASSEMBLY ProJ.tTWs Documented by Location. Date Project D$sWbet ___________________________ : Chocked t S Date / List of Construction Components R I'L.. CO. 4La/Ft ft5iJLt4iGkI 4. oO1IE : 5 5 Inside SurtaceAir Film cooling heating Sketch of Construction Assembly • Outside Surface Air Film .I7 WEIGHT: / 77 lb/f,2 S. cooling heating Check one: Total Resistance R i3, Z cooling heating S Wall _ .• Roof •_ U-Value (I/Re) S cooling heating Floor ._ S S • DOCUMENTATION FORM Form 4 HVAC SYSTEMS COMPLIANCE (Complete for each system) (Rev. 1 5/78) Project Title /14-4i L.iP' 4 Location Project Designer fJAJ4_ Documented by________ Date_______ Checked by___________ Date________ DESIGN CONDITIONS Building occupancy.type (Table 1 of Appendix I) ........ Project Latitude (Table 2 of Appendix I) .............. Heating Degree Days (Table 2 of Appendi)e I) ........... 17 5-'Z HEATING LOAD DOCUMENTATION (Attach calculations) Outdoor Design Temperature, Winter .................'S OF Indoor Design Temperature ....................... .7"Z OF Outdoor Air ..................................5c0/ CFM. Heat Loss From Outdoor Air....................../7'19O Btu/Hr. Temperature of adjacent unheated spaces. : ...........- - OF Transmission Heating Losses ....................... / I 41 q`0 Btu/Hr. Infiltration Air ............................... CFM Heat Loss From Infiltration ....................... Btu/Hr. Ventilation Air . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . - CFM Heat Loss From Ventilation . . . . . . . . . . . . . . . . . . . . . . - Btu/Hr. Outdoor Air for Special Processes . . . . . . . . . . . . . . . . . . . - CFM Heat Loss From Process Air . . . . . . . . . . . . . . . . . . . . . . . - Btu/Hr. Other Heat Losses (describe) ...................... Bu/Hr. Total Heat Losses ............................._z_i___.___'r_ Btu/Hr. COOLING LOAD DOCUMENTATION (Attach calculations) °F OF OF OF Btu/Hr. CFM Btu/Hr. CFM Btu/Hr. Btu/Hr. Bu/Hr. Btu/Hr. Outdoor Design Temperature, summer, dy bulb ......... Outdoor Design Temperature, summer, wet bulb .........____ Indoor Design Temperature, summer, dry bulb .........75 Indoor Design Temperature, summer; wet bulb .......... Transmission Heat Gain ............. .... .......... Infiltration Air ............................... Heat Gain From Infiltration .......................0 - Outdoor Air for Special Processes ...................- Heat Gain for Process Air ......................... "' Solar Heat Gain Through Windows, etc................'.. Heat Gain From Lights, Equipment, People, etc ..........74g '32 Heat Gain From Other Sources ................. ... ..- Outdoor Air: - 0 Fixed Minimum Type System CFM Per Person (Not to Exceed Tabulated Minimum Ventilation Rates) / CFM/Person Heat Gain From Outdoor Air . ... ..............ILl 5"/7 Btu/Hr, Page 2 of Form 4 COOLING LOAD DOCUMENTATION (Continued) System Utilizing Outside Air For Cooling CFM Per Person (Not to Exceed 33% of Tabulated Recommended Ventilation Rates) . _____________ CFM/Person Heat Gain From Outdoor Air ................ Btu/Hr. Total Cooling Load . ............................. TEMPERATURE CONTROL Attach manufacturer's data or other, give specification or drawing reference which sh o w s i n d e t a i l t h e f o l l o w i n g i n f o r m a t i o n : REFERENCE - V (page or sheet No.) capability to sequence heating and cooling; .............................. . . . . . IA -4- temperature control device set point limits ................................. ...,v\ temperature set point range between full heating and full cooling .................. . . . . 44 4 V setback and shutoff controls ....................................... . . . . . . . . . . 4 4 capability to terminate heating at 70°F and cooling at 78°F ........................fZyQO V Indicate drawing or specification reference where the temperature control device requireme n t s g i v e n b e l o w a r e d o c u m e n t e d ; V An automatic temperature control device shall be provided for: each.separate HVAC system .................................... . . . . . . . . each zone ..................................................... . . . . . . . . M - 4. SIMULTANEOUS HEATING AND COOLING The following requirements apply to the use of new energy andneed not be complied with w h e n r e c o v e r e d e n e r g y i s u s e d t o control temperature. In each case, when resetting hot and cold deck temperatures, one representative zone - m a y b e c h o s e n t o r e p r e s e n t n o m o r e than ten zones with similar heating or cooling requirements. Concurrent operation of independent heating and cooling systems serving common spaces mu s t p r o v i d e e i t h e r o r b o t h o f t h e controls given below. List reference specification page or drawing number where control r e q u i r e m e n t s c a n b e v e r i f i e d . REFERENCE • Sequential temperature control of heating and cooling systems ............. . . . ......_______ Automatic reset of heating temperature, to limit energy input only to that V V level to offset heat loss due to transmission and infiltration .................... . . . . . . . A * Reheat systems - give reference specifications page or drawing number which.will show compliance with th e f o l l o w i n g when reheating 20% or more of the total air in the system. - V When serving multiple zones, controls must automatically reset the cold air supply to the highest temperature level of the zone requiring the most cooling ............. V V Single zone rehea t systems shall be controlled to sequence heating and cooling ........... Page 3 of Form 4 Dual-duct or multizone systems - give reference specifications page or drawing number which will show compliance with the following: REFERENCE Hot deck temperature - must be automatically reset to the lowest temperature necessary to satisfy the zone requiring the most heating. ..................- Ar • Cold deck temperature - must be automatically reset to the highest temperature necessary to satisfy the zone requiring the most cooling .................. Recooling systems - give reference specifications page or drawing number which shows compliance with the following if recoolirig 20% or more of the total air in the system. Controls must automatically reset the temperature of heated supply air to the lowest temperature necessary to satisfy the zone requiring the most heating.................. HVAC SYSTEM RESTRICTIONS & SPECIAL REQUIREMENTS Several HVAC System types have special requirements or restrictions. In this section, the type of system used in the design must be listed and any special restrictions given here referenced to show compliance. Supply references to proper specifi- cations page or drawing numbers. - Type HVAC Systems Used - List type of system to be used here (include all systems for heating or cooling in the building) include reference for specifications for each system. - }-k,'9 o(7 c]€. )4-4-Y O,-iZ tJc,E.17 7 XhI-J COOL Ii)L,"Fo c_,)r-,rZ LLJ Constant volume reheat system - when serving both interior and exterior zones - separate cooling coils are required if the exterior zone exceeds 20% of the total air quantity through the cooling coil. - - REFERENCE Page 4 of Form 4 DUAL DUCT AND MULTIZONE SYSTEMS Constant volume duct or multizone systems which utilize new energy to simultaneously heat and cool air streams which are subsequently mixed for temperature control are prohibited for buildings larger than 20,000 square feet of conditioned space. If used, the air leakage for dampers utilized for the mixing of heating and cooling air shall be limited to a maximum leakage of 3%.of the total air quantity handled by the dampers when operating at the maximum system pressure to which the dampers will be subjected. Manufacturer's label or nameplate shall state leakage rates. REFERENCE - Economizer Cycle - For each cooling fan system, for other than dual-duct or multizone systems, which serve zones having total cooling capacity greater than 134,000 Btu/hr or more than 5,000 CFM must have an economizer cycle unless one of the exceptions allowed is claimed. REFERENCE Electric Resistance Heating Systems .-- These systems shall not be used unless the total installed electric resistance heat does not exceed 10% (ten percent) of the annual heating energy requirement or a life cycle cost analysis, Form 8 (see Section 4.2 of this manual) shows an alternate system life cycle cost exceeds that of the electric resistance system. Give reference if less than 10% or include Form 8 if calculating life cycle cost. - REFERENCE N. MECHANICAL AND GRAVITY VENTILATION Mechanical ventilation - Dampers which are automatically interlocked and closed on fan shutdown are required. REFERENCE cH-1-'l-4- Gravity Ventilators -. Either automatic or readily accessible manually operated dampers must be provided for all openings to the outside with the exception of combustion air openings. REFERENCE SCM-fr-P. c-r M—(- POWER CONSUMPTION IN FANS REFERENCE Constant volume system Total Supply Air Quantity ................. .............. . .......... ....____________ CFM Total Pressure of Supply Fan .............................................1,0 Inches Water Total Supply Air Quantity Adjusted for Process Loads .............................10 CFM Total Gross Floor Area.. . ................ .•. ... ___ Sq. Ft. Net Fan Performance Index (FPI): .........................................../ Variable volume system Total Supply Air Quantity at Maximum Flow ..................................- .Total Pressure of Supply Fan at Maximum Flow . . . . . . . . .. . . . . . . . . . . . . . . .. . . . . . . - Inches Water Total Gross Floor Area ....................................................- Sq. Ft. FanPerformance Index at Maximum Flow (FPIm).................................___________ CFM Variable Volume Adjustment Constant ....................................... Adjusted FanPerformance Index, FPIa ......................................- Page 5ol Form 4 PIPING AND DUCT INSULATION AND DUCT CONSTRUCTION References to the piping insulation, duct insulation and duct construction requirements presented in Section 4.2 of the Energy Conservation Design Manual must be given below: S REFERENCE DOCUMENTATION FORM Form 5 BUILDING LIGHTING COMPLIANCE ProjwtTitle ACI -IT 7L 'I L cation ________ NO. 11808 )te Project Designer - i LI T R C by ¶4' Date Room' Room RCR Task Areas Note Sq. Ft. No. Sq. Ft. Total Warts Allotted Design Nn ç1, Fr Aoot'. /0cc. • 0cc. /Task Sq. Ft. /Sq. Ft. Watts Watts IO IO __ -LEV .0 lo I2o 02 2.2 'ThJ R + —'O •- - 12'Z I L '22 I '2 3oO2 104 S S G + aV '••1 6,5 'L4 77 4; 103,110 Il S • JL '• & I 1(20 ,1II 54 5+ TOiLE-1 ' Js- I.& i4 &4- Job 45 '; Le?)t1J o4Z • .4. .I4O Io '20& 10 e) f ' 100 1,4- • ___ ' -I ' ___ • Page Total DOCUMENTATION FORM & Form 6 HVAC EQUIPMENT COMPLIANCE j7 y LJ PôJ -CT.' 3L(p,4 S L_0C,6rJ7OtJ ((1 403 F'Rocq 7SJJ4Z fD4 -3/ s/ References giving the specification page or drawing sheet number or manufacturers data must be submitted to demonstrate com- pliance with Division 6 of the standards. ELECTRICALLY OPERATED COOLING Standard rating capacity, Btu/hr SYSTEM EQUIPMENT Minimum EERA - __-3 eer- _________ Reference t4-4- — ABSORPTION WATER CHILLING Heat source (check one) COOLING SYSTEM EQUIPMENT Direct fired (gas-oil) Indirect fired (steam-hot water) Minimum EER (COP) - - - Reference S • COMBUSTION HEATING EQUIPMENT Minimum combustion efficiency at 756 (Oil and gas-fired comfort . maximum rated output heating equipment— • Reference . 41 - ELECTRICALLY OPERATED HEATING Mirimum (COP) . 7 HEAT PUMPS S Reference S . A/i 4 - Supplementary Heater Control 1hT)-44_9JiF c7NL S • S • Reference . . 4-1-4- ELECTRICAL RESISTANCE SPACE REFERENCE FOR FULL-LOAD ENERGY '-'4 HEATING EQUIPMENT INPUT AND OUTPUT REQUIREMENT FOR MAINTENANCE FOR MANUFACTURER'S MAINTENANCE AND, • FULL AND PARTIAL CAPACITY AND STAND-BY INPUT(S) AND OUTPUT(S) S SPECIFICATION REFERENCE S • • /'l-o S Form. 7 (Rev. 1 5 /7 8) Documented By Date_____ Checked By rrojeci ue,yner ' : Date_________ SERVICE WATER HEATING SYSTEM DESCRIPTION Energy Source Type - Record 1 if gas. 2 if eleôtric, 3 if oil, 4 if other .........................1 1 Occupants (Use Table 1 of Appendix 1)..................2 Sq.Ft./Occupant Number of Occupants in Perimeter Zone .........Weekdays 3 Weekends and Holidays 4 Number of Occupants in Core Zone ..............Weekdays 5 . . . . . . Weekends and Holidays 6 ___________ hrs. Occupancy (hours of use per day) ...... ......... Weekdays 7 Cl hrs. . . . . . . Weekends and Holidays 8 - HW Demand Total Number of Occupants (Line3 + Line 5)...............9 'I 5 HW Demand Per Person, gal/day (From Table 1 of Appendix 5). 10 1,0 gal/day Total HW Demand for personal uses, gal/day (Line 9 x Line 10). 11 3 15' gal/day Equipment HW Demand (attach description list) Total HW Demand for equipment requiring 140'F HW (e.g., dishwashing and laundry equipment) ................... 12 gal/day Special equipment requirements (attach description list) ......13 ______________ gal/day 14 °F 15 . - gal/day 16 -OF Water Supply Temperature (from local utility) .............17 Q OF T for Personal HW Demand (Avg. 110'F - Line 17) .......18 ___________ OF T for Equipment HW Demand (140°F - Line 17).........19 __________ OF . • . Personal Hot Water Usage, days per year ................20 days/yr. Equipment Hot Water Usage, days per year ...............21 - days/yr. PERSONAL HOT WATER USAGE (at 110°F) . 8.34 x Total HW Demand (Line 11) x Days of Use Per Year (Line 20) xT (Line 18) = Annual Energy Consumption ..........22 72'L1C Btu BUILDING DATA FORM BUILDING SERVICE WATER HEATING COMPLIANCE (Refer to Chapter 4.4 of the Energy Conservation Design Manual) ' PROJECT TITLE I4M'i IJ2 4- . r(3 \ Location iiO3 ) - P Fage 2 of Form 7 '\ EQUIPMENT HOT WATER USAGE (at 140° F) 834 x Total HW Demand (Line 12) x Days of Use per year (Line 21) .xT (Line 19) = Annual Energy Consumption ..........23 - Btu SPECIAL USAGE 0 . . .. (other service temperatures) . Annual Energy Use for Special Applications .............'. 24 Btu For .HW uses requiring water temperatures other than 105° F. 115°F or '140'F, determine the appropriate 1T and HW . . . demand and calculate the. annual energy use in the same manner as shown above. Refer to Table 18 of Appendix , 2. Document the special uses and corresponding calcula- tions on an attached sheet. . . Total Building Annual Energy Use for Hot Water . (Line 22'+ Line 23+ Line 24) ........................25, Z' Btu _SOLAR WATER HEATING . . . . CREDIT (See Form 9, Line 86) . . . . . . 26 Btu AUTOMATIC STORAGE . . . . . WATER HEATERS Size height in feet 27 5 it . ' diameter in feet .............................28' ' 1 ft. volume in gallons . ...........................29 75 gai. Energy Storage Type - Record: 1 if gas, 2 if electric, 3 if oil, 4 if other. . .. . . . . ... . . . . . . . . . . . . . . . . . . . . . . .30. / Record Test Methods Used ..........................31 • 124'r* t.E-T' for ANSI Z 21.10.3-74, Section 2.7 (gas or oil fired) for ANSI C 72.1-72, Section 4.3.1 (dec.) • • . (c) for other (list below) 0 ' • For Electric • • " 0 Total surface area of the storage tank ....................32 Total watt-hours used over, the test period ................33 /" watt/hrs. 0 • Duration of test period (in hours) ......................34 • /' hours • O ' • Standby heat loss performance, S1) .....................35 ./' watts/ft2 Maximum allowable SP. ...........................36 ' watts/ft2 • ' • 0 0 . Line 35 must be less than Line 36 for 0 • • ' . 0 • • • compliance 0 • -• Page 3 of Form 7 AUTOMATIC STORAGE WATER HEATERS (Continued) For Gas or Oil Fired Total gas or oil consumed as metered, (Q) in cu. ft..-or gals., respectively ................................. 37 / cu.ft. or gals. Gas Meter Correction Factor (CF.) ( CF =. 1.0 for oil-fired heaters) .......................................38 ______________ Heating Value of Gas or Oil (H) at Standard Conditions in . . . . 39 ______________ Btu/cu. ft. Btu/cu. ft. or Btu/gallon respectively.. . . .............. 40 8tu/931. - Duration of Test Period, Hours (t) .....................41 _____________ hours Volume of Storage Water in Gallons (V) ..................42 gallons Weight of Storage Water in Pounds (W) ...................43 pounds Average Temperature of the Stored Water (T2) ............44 _____________ OF V Average Room Temperature ....OF ......................45 Actual Standby Heat Loss Percentage (S)..... ... ......... 46 ___________ % V Allowable Standby Loss Percentage (Smax) ...............47 ______ V V - Line 4 must be less • - than ine47 for - V corn iance Total Weight of Water Drained from the Tank (Wd)...... ... .48 ____________ lbs. Average Temperature of the Inlet Water (T1) ..............49 _____________ °F V V Recovery Efficiency of Heater (Er) .....................50 V Minimum recovery efficiency ............... ... .......51 ____________ Line 50 must be greater V V than Line 51 for compliance V V Combination Service Water/Space Heating Boilers V V Probable Maximum Demand for Service Hot Water (pmd)......52 - gal/hr. V • • Fraction of the Year when the Outdoor Daily Mean V Temperature is More than 64.9°F(days/365).............53 - (fraction) Total Energy Delivered to the Combination Boiler to V Maintain the Stored Water Temperature at 900 F above Ambient Room Temperature During the Test Period (5) . . . . 54 - Btu/hr. V • V Total Allowable Standby Heat Loss of a Combination V Service/Space Heating Boiler (Smax ) ..................55 _____________ Btu/hr. - V V • • • V Line 54 must beless V than Line 55 for V • V compliance V • V V The actual overall thermal resistance (R) of the tank and V • - its insulation (See Figure 4.4.9) ......................56 V • V The minimum overall thermal resistance (R m in ) of the - V V V • • -. •. tank and its insulation ...............................57 V V V Line 56 must be greater • V V V than Line 57 for • • V compliance Page 4 of Form 7 TEMPERATURE CONTROLS : The proposed design complies with Section T20-1522 of the Standards. Give location in the drawings, or specifications, • where the required temperature controls are shown or speci • fied. (See Section 4.4.5 of the Manual) ...................58 0)4 PUMP OPERATION • • The circulation hot water system is. arranged so that the • circulating pump(s) can be automatically turned off when - the hot water system is not in operation. Give location in drawings or specifications, where such arrangement. can ..... be verified ..................................• - I APPLICATION FORM FOR INDUSTRIAL WASTE DISCHARGE PERMIT - CITY OF CARLSBAD Application: New - Application No.291 (Check One) Revised__________ Industrial Class 3/ Date B ature of City Representative ------------------------------------------------------------------------ APPLICATION FOR INDUSTRIAL WASTE DISCHARGE PERMIT A. GENERAL: Site Applicant SZ14L. C2Ait*i ' Address (Owner. Lessee, Tenant,' etc.) Phone:4M /545 • (Applicant's Address) - Type of Business: ?3u I 1 &fr— INDUSTRIAL WASTES AND PROCESSING: General description of chemical and physical characteristics of existing proposed waste General description of process, (If applicable) WASTES TO BE DIS.CHABGED TO SEWER: Waste Treated_________ Quantity: Average GPD (Check One) (Daily) Untreated_______ MaximumGPD Applicant or Representative of Firm -SZtSA&)_6p_$g.jiqy1 (Print) Title 1_• Signatu A 1- u ,is •