The URL can be used to link to this page

Home My WebLink About2762 LOKER AVE W; ; CB950113; Permit04/11/95 13:53 Page 1 of 1 B U I L D I N G Job Address: 2762 LOKER AV WEST Permit Type: COMMERCIAL BUILDING Parcel No: 209-081-09-00 Valuation: 1,286,512 Construction Type: VN P E R M I T Suite: Lot#: Occupancy Group: B-2 Reference#: Description: 41625 SF SHELL BUILDING Permit No: CB950113 Project No: A950013S Development No: 1443 04/11/95 0001 01 C-PRMT 02 178953~71 Status: ISSUED Applied: 01/17/95 Apr/Issue: 04/11/95 Entered By: MDP 619 440-7424 Enter "Y" for Electric Issue Fee > Three Phase Per AMP > * ELECTRICAL TOTAL Enter 'Y' for Mechanical Each Exhaust Fan * MECHANICAL TOTAL 'PLDA B Issue Fee> > > 2000 8 3.13 CITY OF CARLSBAD .50 6.50 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 • 00 2,299.00 93360.71 5.00 16650 162912.71 20.00 Y 15.00 7.00 42.00 10.00 y 1000.00 1010.00 15.00 y 52.00 67.00 17221.00 H PERMIT APPIJCATION City of Carlsbad Building Department PLAN CHECK NO. Cf S"' \ \~ 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 i. PERMIT '1YPR From list 1 (see back) give code of Permit-Type: ____ Q)_·-=-_w1 _______ _ For Residential Projects Only: From list 2 (see back) give Code of Structure-Type: ____________________ _ Net Loss/Gain of Dwelling Units _________________ _ 0323 01/17/95 0001 01 C-PRMT 02 2299tt00 2. PRQJECr INFORMATION FOR OFFICE USE ONLY RI t Su 1vis1on ame/ um er mt o. ase o. . 1.~ CJ,¥.L5f!:AtJ ~ 74--'2..1 CHECK BEWW IF s0,UMI'l'rnb: I 41 ~ Bc.1S1eUSi::. .c~ 0 2 Energy Cales ·2 Structural Cales · f Soils Report O 1 Addressed Envelope E DESCRIPTION OF WORK # OF STORIES # OF BEDROOMS 4. ~HACIDR OAGEN'l' F'0R CON'IRACIDR0WNER OAGENI P0R oWNER NAME (last name first) H-IJ7VJAtJ'N 1Je,,M ADDRESS 47S W: /2:,(2..AJ)L. '/ AV'e.., CI1Y CA/J..J._$"$,A .0 STATE CA. ZIP CODE °J'•'Z..l.'J(J;$ DAY TELEPHONE NAME (last name first) /l?rti4 lpVJU' Cu,,.J-~ 'f'/2-..,. ADDRESS 5'M /z-. A-5 •14-n CI1Y STATE ZIP CODE 6. CONTRACIUR NAME (last name first) Jffrrv1A,.J,..l Co-av S'J'IZ-.. CI1Y STATE ZIP CODE DAY TELEPHONE :1.AJ• ADDRESS 9'1p,v1'iz.A-$" ,-- DAY TELEPHONE STATE LIC. # LICENSE CIASS CI1Y BUSINESS LIC. # # OF BATHROOMS A 'A Workers' Compensation Declaration: I hereby affirm that I have a cert1hcate of consent to self-msure issued by the D1rector of lndustnal Relations, or a certificate of Workers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800, Lab. C). INSURANCE COMPANY POLICY NO. EXPIRATION DATE Certificate of Exemption: I certify that m the performance of the work for which this permit 1s issued, I shall not employ any person m any manner so as to become subject to the Workers' Compensation Laws of California. SIGNATURE DATE 8. oWNER-BUilDER DEC1..ARA11oN Owner-Builder Declaration: I hereby afhrm that I am exempt from the Contractors Llcense Law for the followmg reason: D I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's license Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale.). 0 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's license Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's license Law). D I am exempt under Section _______ Business and Professions Code for this reason: (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's license Law (Chapter 9, commencing with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500)). SIGNATURE DATE COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY: Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 2559?, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 YES 19 NO Is the applicant or future building occu.l)l!nt required to obtain a permit from the air pollution control district or air quality management district? 0 YES Cl' NO Is the facility to be constructed within 1.IOOO feet of the outer boundary of a school site? 0 YES aif NO IF ANY OF TilE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE~ AFI'ER JULY 1, 1989 UNLESS TilE APPLICANT HAS MET OR IS MEETING TilE REQUIREMENTS OF TilE OFFICE OF EMERGENCY SERVICES AND TilE AIR POILUTION OONTROL DISfRICT. 9. wNS'l'ROCTION LENDING AGENCY I hereby afhrm that there 1s a construction lendmg agency for the performance of the work for which this permit 1s issued (Sec 3097(1) CIVIi Code). LENDER'S NAME LENDER'S ADDRESS to. APPllCAN I CfillTIFICAIION 1 certify that 1 have read the application and state that the above mformat1on 1s correct. 1 agree to comply with all City ordmances and State laws relating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I AISO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS TilE Cl1Y OF CAlUSBAD AGAINST AIL LIABIIITIF..5, JUDGMENTS, OOSI'S AND EXPENSES WlllCH MAY 1N ANY WAY ACCRUE AGAINST SAID Cl1Y 1N OONSEQUENCE OF TilE GRANTING OF TIIIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. S E W E R P E R M I T 04/11/95 13:56 Page 1 of 1 Job Address: 2762 LOKER AV WEST Suite: Permit Type: SEWER -OFFICE/WAREHOUSE Parcel No: 209-081-09-00 Description: 41625 SF SHELL BUILDING Permitee: STEINGRABER, BRUCE 24212 SARGENT ROAD RAMONA, CA. 92021 619 440-7424 CITY OF CARLSBAD Permit No: SE950017 Bldg PlanCk#: CB950113 1443 04/11/95 0001 01 02 C-PRMT 24034-00 Status: ISSUED Applied: 02/27/95 Apr/Issue: 04/11/95 Expired: Prepared By: MDP 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 ~ CITY OF CARLSBAD INSPECTION REQUEST PERMIT# CB950113 FOR 10/25/95 DESCRIPTION: 41625 SF SHELL BUILDING TYPE: COM JOB ADDRESS: 2762 LO~ER AV WEST APPLICANT: STEINGRABER, BRUCE CONTRACTOR: OWNER: REMARKS: MW/JOHN/970-3982 PAGER SPECIAL INSTRUCT: TOTAL TIME: --RELATED PERMITS--PERMIT# SE950017 CB950550 AS950046 FA950017 FAD95022 CB951481 TYPE swow ITI ASC FALARM FADD SIGN PHONE: PHONE: PHONE: STATUS ISSUED ISSUED ISSUED ISSUED ISSUED ISSUED INSPECTOR AREA TP PLANCK# CB950113 OCC GRP B-2 CONSTR. TYPE VN LOT: CD LVL DESCRIPTION ACT COMMENTS 19 ST Final structural 29 PL Final Plumbing 39 EL Final Electrical 49 ME Final Mechanical --------------------------------------------------------- .di:!. 1= ***** INSPECTION HISTORY***** DATE 101995 082595 072895 072495 072495 072195 072195 072195 072095 072095 061495 060695 051295 051195 051095 050995 050895 050295 050195 042695 041495 DESCRIPTION Final Combo Sewer/Water Service Footing Ftg/Foundation/Piers Roof/Reroof Ftg/Foundation/Piers Roof/Reroof Sewer/Water Service Ftg/Foundation/Piers Roof/Reroof Shear Panels/HD's Shear Panels/HD's Underground/Conduit-Wiring Ftg/Foundation/Piers Ftg/Foundation/Piers Ftg/Foundation/Piers Ftg/Foundation/Piers Underground/Conduit-Wiring Underground/Conduit-Wiring Ftg/Foundation/Piers Underground/Under Floor ACT INSP PA TP AP PK AP MP AP TP AP TP AP TP AP TP NR TP PA TP PA TP AP TP PA TP AP TP AP TP AP TP AP TP AP TP AP TP PI TP AP PD CO TP COMMENTS WATER SVC OK TO POUR FTG POUR STRIP COMPLETE ROOF COMP. POUR STRIP COMPLETE COMPLETE POUR STRIP ROOF WEST HALF T/U PANELS SEE LIST PANELS UFFER GRN, 3/0 SLAB ON GRADE COMPLETE SLAB ON GRADE (2 SECTIONS) SLAB ON GRADE SLAB ON GRADE 7-9 LINE U/G CONDUIT ND UFER,CONDUIT N/COMP INCL ON TI PLANS/IN P.L CITY OF CARLSBAD INSPECTION REQUEST PERMIT# CB950113 FOR 10/25/95 DESCRIPTION: 41625 SF SHELL BUILDING TYPE: COM JOB ADDRESS: 2762 LOKER AV WEST STE: INSPECTOR AREA TP PLANCK# CB950113 OCC GRP B-2 CONSTR. TYPE VN LOT: ***** INSPECTION HISTORY***** DATE 041495 041395 041395 041395 DESCRIPTION Sewer/Water Service Ftg/Foundation/Piers Steel/Bond :aeam Underground/Under Floor ACT INSP AP TP AP TP AP TP NR TP COMMENTS SEE INSP NOTES FINAL BUILDING INSPECTION DEPl': BUILDING ENGINEERING FIRE PLANNING U/M WATER PLAN CHECK#: CB950113 PERMIT#: CB950113 PROJECT NAME: 41625 SF SHELL BUILDING ADDRESS: 2762 LOKER AV WEST CONTACT PERSON/PHONE#: BJN/JOHN/970-3982 PAGER SEWER DIST: WATER DIST: -==----=-----------= INSPECTED BY: INSPECTED BY: INSPECTED BY: DATE INSPECTED: DATE INSPECTED: DATE INSPECTED: APPROVED APPROVED APPROVED DATE: 10/19/95 PERMIT TYPE: COM -= -== ======== DISAPPROVED DISAPPROVED DISAPPROVED ============================================================================ COMMENTS: V -1:1-1~ DEPT: BUILDING ENGINEERING PLAN CHECK#: CB950113 PERMIT#: CB950113 PROJECT NAME: 41625 SF SHELL BUILDING ADDRESS: 2762 LOKER AV WEST LANNING U/M WATER DATE: 10/19/95 PERMIT TYPE: COM CONTACT PERSON/PHONE#: BJN/JOHN/970-3982 PAGER SEWER DIST: WATER DIST: IN~PECTED !: ~ BY. C . ~rd,~,/ INSPECTED BY: INSPECTED BY: COMMENTS: -R_y_ ---DATE INSPECTED: /tJ/~3/t/6 APPROVED 1:;;;_ DISAPPROVED F I DATE INSPECTED: ___ APPROVED DISAPPROVED DATE INSPECTED: ___ APPROVED DISAPPROVED FINAL BUILDING INSPECTION DEPI': BUILDING ENGINEERING . FIRE PLAN CHECK#: CB950113 PERMIT#: CB950113 PROJECT NAME: 41625 SF SHELL BUILDING ADDRESS: 2762 LOKER AV WEST PLANN~U/M -- WATER DATE: 10/19/95 PERMIT TYPE: COM CONTACT PERSON/PHONE#: BJN/JOHN/970-3982 PAGER SEWER DIST: WATER DIST: · ~;;-;;;-=~~===:~~::t~~.;=:=:::==-==:::::: 7 INSPECTED DATE . BY: __________ INSPECTED: ___ APPROVED DISAPPROVED INSPECTED BY: DATE INSPECTED: APPROVED DISAPPROVED ==--======================================================================= __...----.. ··-. __ ./ k6'7 N> of- FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING FIRE (j_LAmII.N.:(,('J U/M WATER .lv CHECK#: CB950113 DATE: 10/19/95 gIT#: CB950113 PERMIT TYPE: COM PROJECT NAME: 41625 SF SHELL BUILDING ADDRESS: 2762 LOKER AV WEST CONTACT PERSON/PHONE#: BJN/JOHN/970-3982 PAGER SEWER DIST: WATER DIST: · ~~==:=:=~t~;==-~::::7,:::::=== BY: _________ INSPECTED: ___ APPROVED DISAPPROVED INSPECTED BY: DATE INSPECTED: APPROVED DISAPPROVED ~o~;;;~--------------------------~;- tf>!t1 Need ·--·-__ _...,{i,...,"2,,...) _____ Al..._0;;;;..\.,_f ___ ~:-;c.. .... r_ee._"'-______ r_u_D __ f-__ ..e __ 7;-1.r-i,~{J~:11/27 ............... t __ r-f<'._c_'l,/\ __ S ___ f-x>-& _______ tf-_._R ...... ~-1+-v ___ 1 __ 1' ./?.=J----- [ ol"\ t\t\..J ov) SctreD.A. , ws1'zr 5hlf7\ It /U..IU""J-~Off<Jv~ I • ---------------------------------- FILE No,~307 02/22 '95 13:42 JD:CTE 619 746 9495 PAGE 1 ..... --- CoNSTRu·cTION TEsTING & ENGINEERING, INC. ESCONDIDO • MODESTO • CORONA OXNARD • RENO • SEATTLE 2414 VIN6.YARU SI!! 0 3540 O/\KDALEJ9) Ste A2 4ll0 E. PRINCE.LAND CH7 IM.HA{:U'IC 1\Vl:.#IOS 32GLP.N CARRAN CR. 309 S. CLOVf.RDALE-030 ESCONDUXl, C/192029 MODESTO, CA ~535S CORONA. CA 91719 OXNARD, CA 93033 SPARKS, NV 8943 I Si¼TTl..li. WA 98108 (619) 746-4955 (2(19) 551-2271 (90')) 371-1890 (SOS) 4Mli,647S (7112) 331-0503 (206) 767-1820 l'AX (619) 746-9~05 ftJ( (209) 551-3593 FAX (9(/t)) ;i7J-216S FAX (805) 486-9016 ~AX ('/02) 331-2/il\7 FAX (206) 762-8751 February 22, 1995 To: AS¥M'l'EK C/0 Hamann Construction Phone Number: Fax: Number: {619) 560-1468 (619) 560-1576 From: Rod Ballard Company: construction Testing & Engineering, Inc. Phone Number: (619) 746-4955 Fax; (619) 746-9806 Number of pages; __ ~3,.__ Including Cover Letter GEOTECHNICAL AND CONSTRUCTION ENGINEERING TESTING AND INSPECTION FEB. 22 ' 95 (WED) 13: 37 COMMUNICATION No:59 PAGE. 1 FILE No . .,,,307 02/22 '95 13:43 JD:CTE 619 746 9495 PAGE 2 ..,,. - CoNSTRUCTION 'fEsTING & ENGINEERING, INC. ESCONOIDO • MODESTO • CORONA OXNARD RENO • SEAT'.tLE 2414 VINEY A.Rn S~ G 3540 OAKDALE Rn Ste A2 490 6. l'kINC£LANI) CC H7 I 645 PAC!~'IC A VJ~ //HIS 3Z ()I.ll.N CARRAN CR, 30;! S. CLOVEROALB-D30 ESCONDIDO, CA 92019 MODtl'lT<), CA ~53~5 <;01tON1\, CA 91719 OXNARD, CA 93033 SPARKS. NV 89431 SEA'ITLE. WA9RIO& (619) 746-4955 (20'.l) 551-2271 (90'.)) 371-1890 (80,S) 486,641S (102) ;l:IJ•ll,'i(J) (21)6) 767-1820 1>}.)I. (619) 7-%-9806 YAX {209) .SSl•.\59:l FAX ('ifl'l) 311-2l6K FAX (805) 486-9016 FAX (702) 331-2667 11.U (206) 762-S7Sl February 22, 1995 ASYMTEK. C/0 Hamann Construction 475 West Bradley Avenue El Cajon. CA 92020 Subject; Pl?,11 and Specification Review Proposed Asymtek Lot 9, Carlsbad Airport Business Center Carlsbad, California Prepared by Progressive Images in Architecture and Planning, dated November 14, 1994 Reference: Report of Preliminary Soil Investigation Proposed Commercial Development -Lot 9 Carlsbad, California Gentlemen: Prepared by Construction Testing & Engineering, Inc. Dated December 21, 1994 CTE Job No. 101019 Pursuant to specification requirements, we have reviewed the referenced foundation plan, grading plan, and specifications for conformance with the recommendations of the reference soils report. Based on our review we have provided the following comments. • All footing excavations should be inspected by the project soils engineer prior to reinforcing steel and structural concrete placement. GEOTECHNlCAL AND CONSTRUCTION ENGINEERING TESTING AND INSPECTION FEB. 22 ' 95 (WED) 13: 37 COMMUN! CAT I ON No: 59 PAGE. 2 FIL~ No.~307 02/22 '95 13:43 ID:CTE 619 746 9495 .r ASYMTEK c/o Hamann Construction February 22, 1995 Page Two If you should have any questions or if we can be of additional assistance, please contact the undersigned at your convenience. Sincerely, CONSTRUCTION TESTING AND ENGINEERING, INC. a~~P./ Rodney D. Ballard, GE #2173 Geotechnical Engineering Manager · :Im cc: File/Copy/101019.FEB FEB. 22 ' 95 (WED) 13: 37 COMMUN I CATI ON No: 59 PAGE. 3 PAGE 3 APRIL 3, 1995 CITY OF CARLSBAD ENGINEERING DEPARTMENT 2075 LAS PALMAS DRIVE CARLSBAD, CA 92009 SPEAR & ASSOCJLATES CIVIL ENGINEERING & LAND SURVEYING P.O. Box 2117 Valley Center, CA 92082 (619) 749-2280 1115 E. Pennsylvania Ave. Escondido, CA 92025 (619) 737-7272 Fax(619)737-7274 RE; ROUGH PAD CERTIFICATION FOR LOT 9, CARLSBAD TRACT NO. 74-21 I HEREBY CERTIFY THAT THE ROUGH BUILDING PAD FOR THE ABOVE REFERENCED LOT AS SHOWN ON THE GRADING PLAN FOR SAID LOT (DWG. NO. 340-SA} IS WITHIN 0.2 FEET OF THE DESIGN GRADE, I.E. 385.50. RESPECTFULLY SUBMITTED, NO. 6404 [ CoNSTRUCTION 1):sTING & ENGINEERING, INc.· ESCONDIDO • MODESTO . CORONA . OXNARD : • RENO . SEATTLE 2414 VINEYARD. SteG 3540 OAKDALE RD Ste A2 490 E. PRINCELAND CT #7 1645 PACIFIC A VE # 105 32 GLE~ CARRAN CR. 30') S. CLOVERDALE-D30 ESCONDIDO, CA 92029 MODESTO, CA ~5355 CORONA.CA917l9 OXNARD, CA 93033 SPARKS, NV 89431 SEAffiE, WA 98108 ENGINEERING, INC. · (619) 746-4955 (20')) 551-2271 (909) 371-1890 (805) 486-6475 (702) 331-0503 (206) 767-1820 FAX (619) 746-9806 FAX (209) 551-3593 FAX (909) 371-2168 FAX (805) 486-9016 FAX (702) 331-2667 FAX (206) 762-8751 April 3, 1995 . CTE Job No. 101019 ASYMTEK C/O HAMANN CONSTRUCTION 4 7 5 West Bradley A venue El Cajon, CA 92020 Subject: Gentlemen: Summary of Geotechnical Observation and Soil Density Testing Lot 9 Carlsbad Oaks Business Center Carlsbad, California As per your request, we l!ave performed compaction testing during earthwork activities for the proposed Asymtek facility at the subject site. Submitted herewith is the summary of the testing performed on the fill materials. Geotechnical engineering services consisted of the following items: G Testing of compacted fill in accordance with ASTM D-2922 and D-3017. o Laboratory testing to evaluate maximum density in accordance with ASTM D-1557. • Preparation of this test summary. The results of our testing are tabulated in Table I, "Compaction Test Summary". Results of the laboratory maximum density and optimum moisture content determinations for the various soils encountered are tabulated in Table II, "Laboratory Test Results'.'. The testing performed indicated that materials were compacted to at least 90 percent of laboratory maximum dry density as determined by test methods ASTM D-2922, D-3017 and D- 1557. GEOTECHNICAL AND CONSTRUCTION ENGINEERING TESTING AND INSPECTION · April 3, 1995 Page Two The opportunity to be of service is appreciated. If you have any q~estions regarding the testing conducted, please do not hesitate to contact this office. Respectfully submitted, CONSTRUCTION TESTING AND ENGINEERING, INC. rfl-J tDJU Rodney D. Ballard, GE #2173 Geotechnical Engineer RDB:lm cc: File/Copy/101019.REP I ' r ,' '· t l TABLE I COMPACTION TEST SUMMARY ·Job'· Name:· ,' LOT 9 CARLSBAD OAKS BUSINESS CENTER Job No. 101019 : ... Job-Address-:···. CARLSBAD, CALIFORNIA :,, ·-· ... : :, ·: ···-. -:·:·-. .•: \'' .: . BUILDING PAD 3-16-95 1 NORTHEAST 3-16-95 2 NORTHEAST 3-16-95 3 NORTHEAST 3-16-95 4 NORTHEAST 3-16-95 5 NORTHWEST 3-16-95 6 NORTHWEST 3-16-95 7 NORTHWEST 3-16-95 8 NORTH 3-16-95 9 NORTH 3-16-95 10 EAST 3-16-95 11 EAST 3-16-95 12 EAST 3-16-95 13 EAST 3-16-95 14 CENTER 3-16-95 15 CENTER 3-16-95 16 CENTER 3-16-95 17 CENTER 3-17-95 18 NORTH 3-17-95 19 NORTH 3-17-95 20 NORTH 3-17-95 21 CENTER 3-17-95 22 CENTER 3-17-95 23 NORTHEAST 3-17-95 24 EAST 3-17-95 25 EAST 3-17-95 26 EAST ** TEST FAILED, SEE RETEST ,' '• Elev. Peet. -1 -1 -2 -4 -4 -4 -4 -4 -4 -4 -4 -4 -4 -4 -4 -4 -4 -2 -2 -2 -2 -2 -2 -2 -2 -2 Date:· 4-95 ... •; .· ... Densit.y .. : · . . Moisture: .. p_c.F. · .-: · content:· t Dry . W&i<1ht. 107.1 18.3 106.0 18.9 104.6 17.8 108.9 20.1 106.7 19.1 107.8 18.8 107.3 18.9 106.4 19.6 105.4 17.3 104.7 19.4 102.l 20.l 104.8 19.4 103.7 19.0 106.0 18.8 105.8 19.7 104.7 18.7 J.09.1 18.9 105.l 19.1 105.7 18.6 106.3 17.9 107.8 18.4 106.1 19.1 104.8 19.3 105.3 20.0 102.7 19.7 102.4 19.8 95 94 93 97 95 96 95 95 94 93 91 93 92 94 94 93 97 93 94 94 96 94 93 94 91 91 ,'•, .. ·· .... ·:.: .-. ,,• ·.:'-·: -:: • .. 1 1 1 1 1 1 1 , l 1 l l l l 1 1 1 1 1 1 l 1 1 1 1 1 1 { ' ii :1 r, ,, fl !! ·. ··.··. •, TABLE I COMPACTION TEST SOMMA.RY ·Joh.Name-:·.: LO'.!:' ·_9 CARL$BAD OAKS BUSINESS CENTER Job No. 1 OJ..0:19. BUILDING PAD 3-17-95 27 SOUTH 3-17-95 28 SOUTH 3-17-95 29 EAST 3-17.:.95 30 EAST 3-17-95 31 EAST 3-17-95 32 EAST 3-17-95 33 EAST 3-17-95 34 SOUTHEAST 3-17-95 35 SOUTHEAST. 3-17-95 36 SOUTHEAST 3-20-95 37 SOUTHEAST 3-20-95 38 SOUTHWEST 3-20-95 39 WEST 3-20-95 40 SOUTHEAST 3-20-95 41 EAST 3-20-95 42 NORTHEAST 3-20-95 43 SOUTH 3-20-95 44 SO'l)THWEST 3-20-95 45 WEST 3-20-95 46 NORTHEAST 3-20-95 47 CENTER 3-20-95 48 EAST 3-20-95 49 CENTER 3-28-95 50 CENTER 3-28-95 51 CENTER 3-28-95 52 NORTHWEST ** TEST FAILED, SEE RETEST Blev. Feet -4 -4 -1 -1 -1 -1 -4 .:.2 -1 -1 -4 -4 -4 -2.5 -2.5 -2.5 -2.5 -2.5 -2.5 -.5 -1 -1 -1 -4 -4 -4 D~n~i-t'.f .. :·. :·:;i1~-t:~re P.C.F. Content.,,: . . ', .% nry·:.-:· . W'eiqht 103.1 18.8 106.7 18.4 107.1 17.7 108.1 18.9 108.5 19.4 107.6 18.8 107.3 19.6 104.5 19.7 101.7 20.3 102.0 20.0 105.7 18.2 107.1 21. 5 107.5 20.5 103.3 21. 6 107.1 17.7 1,03. 7 21. 0 108.8 15.2 109.9 16.6 108.1 15.2 108.6 14.3 105.7 16.0 107.8 13.5 106.0 14.4 104.7 18.0 112.2 13.7 110.9 14.0 .92 1 95 1 95 1 96 1 96 1 96 1 95 1 93 1 90 1 91 1 94 1 95 1 95 1 91 1 95 1 92 1 96 1 97 1 96 1 96 1 94 1 95 1 94 1 I 93 1 99 1 98 1 TABLE I COMPACTION TEST SUMMARY Job Name;· LOT 9 CARLSBAD·OAKS BUSINESS CENTER Job No. 101019 . , .. , :··· Location .'·' ··:': .. : __ : ·: · ; .::·. BUILDING PAD 3-28-95 53 NORTH 3-28-95 54 CENTER 3-28-95 55 CENTER 3-29-95 56 NORTH 3-29-95 57 WEST 3-29-95 58 WEST 3-29-95 59 NORTHWEST 3-30-95 60 WEST 3-30-95 61 CENTER 3-30-95 62 WEST 4-03-95 63 SOUTHEAST 4-03-95 64 SOUTHWEST 4-03-95 65 EAST 4-03-95 66 WEST 4-03-95 67 CENTER 4-03-95 68 NORTHEAST 4-03-95 69 NORTHWEST ' ** TEST FAILED, SEE RETEST Elev;.'-·Feec -4 -2 -2 -2 -4 -4 -4 FSG FSG FSG FSG FSG FSG FSG FSG FSG FSG 113.0 16.1 105.1 21.5 102.0 21. 7 101.9 21. 8 115.4 12.1 113.4 14.4 105.7 13.3 111.4 10.7 109.8 11. 5 104.7 14.4 115.1 13.7 J,.15 .1 10.3 111.5 12.5 112.1 10.1 109.8 15.0 104.8 13.7 107.8 12.5 ... • .... : ··. I, 'I 100 1 93 1 90 1 90 1 100 1 100 1 94 1 99 2 97 2 93 2 100 2 100 2 99 2 99 2 97 2 93 2 95 2 / .. , " SAMPLE NO. 1 2 M.D.D. 112.5 113.0 TABLE II LABORATORY TEST RESULTS O.M.C. '16. 3 15.0 DESCRIPTION FINE BROWN SAND WITH SILTSTONE CHUNKS ORANGE BROWN FINE SAND 10/19/95 15:33 ~ 619 560 4383 HOROWITZ P.02 ,::-i · I· -1 ·---i I ,. I . ·····1---:---_ .... --· ' . . ..... J ... ------· .... ~ i ... ·-·· -. ---. -·-·-· ,. ___ ,..., ...... . ; ·---.r:---. ! -d-·--· ------·"···· ... -' . . · i----.. ----· - ·-:-:-... 'l-•· t· ! , .. ..,_._ ··~-· - SINCE 1921 • DELIVERY RECEIPT WEIGHMASTER'S CERTIFICATE-· NELSON AND SLOAN' P.O. BOX488 CHULA VISTA, CA 91912 TRANSIT MIXED CONCRETE SAND & ROCK OFFICE 476-8340 CONCRETE DISPATCH 476-8336 PLANTS 2 & 3 PLANT 4 . PLANT 5 7TH & MAIN CHANNEL ROAD· & LAKESIDE AVE. HIGHWAY 163 AT HARRIS PLANT ROAD OTAY LAKESIDE SAN DIEGO NELSON & SLOAN IS RELEASED FROM LIABILITY FOR ANY DAMAGE RESULTING FROM DELIVERY INSIDE CURB LINE, RECEIPT OF MATERIAL IS ACKNOWLEDGED. THIS CONCRETE IF PLACED IN EXCESS OF THE MAXIMUM SLUMP INDICATED ON MIX DESIGN WILL NOT PERFORM AS ANTICIPATED, DUE TO 'THE INCREASED WATER/CEMENT RATIO ARRIV,E <IOB. '7t.)/ CHUTES ON READY TO UNLOAD STA~J Uf5llOAD /L.--· 7 LEAVE JOB THIS IS TO CERTIFY that the following described commodity was weighed, measured or counted by a weighmaster, whose ·signature is on this ce~tificate, who is a recognized authority of accuracy, as prescribed by Chapter 7 (commencing with Section 12700) of Division 5 of the California Business and Professions Code, administered by the Division of Measurement Standards of the California Department of Food and 1-=~~~-- Agriculture. ' ,, . TRIP TIME RECEIVED BY .,-· ./ } 1 /' C .;:;_ ',... "7'7/ ,V L--l fl. ,,. ~~-·--· NELSON AND SLOAt(J-WEIGH!vlASTER .-. . .--,' :· ''-;--· ~-;-__,,., By G-,. ,,f.li// {( I. Deputy . ! A~~H. CAUSE OF DELAY GUST. NO. :~041 P.O.NO. I \ . DATE TIME D!J& ~a-.1u1-5 c.st.ii::• LOT OR JOB NO. LOAD SIZE j,0+00 · SOLD TO HAMANN CONS;'rrtuc:-rrorit ,;.· .. DRIVER ORDERED TO ~376.2 tJ + LOl<ER AVE CAf.;:LSBAD SPECIAL INSTRUCTIONS TB 1:l!?.1 F2 j LOAD CUMULATIVE QUANTITY PRODUCTs CODE QUANTITY QUANTITY ORDERED th l'lUJ.l:H V CEMENT9 TYPE SAND i.11 ROCI< ;va 11 • RO.CK t.-JATER l-JRIIA 64 6:1.10100 · :1.1~ s2:~ • oo t3510+00 2970+00 0{>00 339+22 305.SO 0+00 0+00 o.oo TRUCK NO. MIXNO. 649 l. PRODUCT DESCRIPTION .Total . U!11oadin$J Time . · / GALLONS WATER ADDED ON JOB LOAD NO. SLUMP LOT CHG. 4{>00 UNIT OF MEASURE OFF!CE USE ONLY UNIT PRICE SALES TAX -,;,· SUB TOTAL. STANDBY Tl!'AE -.TOTAL L_ OUT _j YDS. DELIVERED AMOUNT -MONTANA Testing & Geotechnical, Inc. October 9, 1995 Hamann Construction 475 West Bradley Avenue El Cajon, CA. 92020 ATTN: Mr. James Graves 2992 La Palma, Suite A Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 RE: ASYMTEK OFFICE BUILDING \~~762-West -Lok~r Avetjuel, Carlsbad, CA. 888 Rancheros Dr., Suite E San Marcos, CA 92069 Tel: (619) 735-5060 Fax: (619) 735-8979 Project No: 2943-011 Log No: 5-2143 RE: SATISFACTORY COMPLETION OF THE WORK REQUIRING SPECIAL INSPECTION PERFORMED UNDER PERMIT NO. 95-113 Dear Mr. Graves: To the best of my knowledge, all of the work for the structure, for which special inspection, testing, and construction observation were provided under the subject permit is in conformance with the approved plans, specifications and the applicable provisions of the Uniform Building Code. Special inspections were provided for the following disciplines on.the given· dates: REINFORCED CONCRETE April 14; 1995 June 6-7, 14-15, 1995 SITE STRUCTURAL STEEL June July 23, 26-28, 1995 11, 17-18, 1995 If you should have any questions concerning this report, please contact me. Respectfully submitted, otechnical, chingham rials Engineer DISTRIBUTION: Progressive Images City of Carlsbad - MONTANA Testing & Geotechnical, Inc. 2992 La Palma, Suite A Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 REPORT OF CYLINDER TESTS CITY OF CARLSBAD-BLDG. INSPECTION DEPT. ;:::075 u::is P1:::iu·t1f.:1s CARLSBAD, CA 92009 CLIENT: HAMANN CONSTRUCTION ------ SET 2051+ AGE DATE NOMINAL LAB NUMBER (DAYS) A 7 Apr 21 B i::'.8 May 1i:":: C 28 May 12 SPECIFIED STRENGTH 3tZIIZIIZl PSI CAST BY ~ti:11-l LOCATION i.~ GF!ADEBEr=lMS lt/55 DETAIL CONCRETE SUPPLIER NELSON / SLOAN MIX NO. 6~'51 7 TYPE OF CEMENT 2 TICKET No.512£125 WATER ADDED AT SITE AUTHORIZED BY SLUMP ·'1· • 0 IN MIXING TIME REMARKS "2?'6~ C,/6~~ DISTRIBUTION ( 3) HAMANN CONSTRUCTION PROGRESSIVE IMAGES 3 MIN SIZE E.,X 12 6X1i::: 6X12 CITY OF CARLSBAD-BLDG. INSPECTION DEPT. PROJECT NO. i.=::9 1+3--11 PROJECT NAME:f=lSYMTEl-< OFF I CE BUILDINE< PROJECT ADDR. BP/OSA NO. PLAN FILE NO. -- ACTUAL AREA LOAD STRENGTH TYPE OF (SO. IN.) (LBS) (PSI) FRACTURE 28n ,!J,f\ ~.5'-:>50!t) i.:::li.'.i':10 2:3# l.:.t., 105500 371217 28. L~G 1it)851ZnZI 3812 AIR UNIT WEIGHT CONCRETE TEMP AMBIENT TEMP ADMIXTURES DATE RECEIVED 9 5. f-=! pr. 1 8 % PCF £-..;::: o F 6121 o F PLASTOCRETE 161 Respectfully Submitted, COMPRESSIVE STRENGTH: IB!coNFORMS DOES NOT CONFORM D - MONTANA 2992 E. La Palma, Suite A Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Testing & Geotechnical, Inc. 888 Rancheros Dr., Suite E San Marcos, CA 92069 Tel: (619) 735-5060 Fax: (619) 735-8979 - SPECIAL INSPECTOR'S REPORT COVERING WORK PERFORMED WHICH fREINFORCED CONCRETE D STRUCT. STEEL -SITE REQUIRED APPROVAL BY THE SPECIAL POST-TENSIONED CONCRETE D STRUCT.STEEL-SHOP INSPECTOR OF D REINFORCED MASONRY D ARCHITECT FOR WEEK ENo/rl· PRJ. NO. lf ~ ~ t \e.1;: __ l.;,J. ~ e J ,dQJl-P..lr£ ll. , .... ,,_ . ?,,,,.9'1. -011 EiGINEER J /'. REPORT NO. INSPECTOR tCMA/l J<. ~rtJ·I /_.e.,L Dr> ni: CONTRACTOR PLAN FILE NO. I BLDG. PERMIT • ~AtY\IC\h,.IA} f1"Ait,.~~ ~ 9r-JI.~ SUB-CONTRACTOR ~ • -''"'r PROJECT NAME iJ,.£Y rJ1"1if:: ~ LAB RECEIVING SAMPLES Plt'OJECT ADDRESS CA/1..l_..~BAd ~. ".lrliP.._ t,,. ck:E? J? REPORTING REQUIREMENTS: Only one permit no. reported per sheet. Identify type of work, item & specific{ area insp'ected (floor, gridlines etc.), identify all joints when inspecting welds and bolts; identify acceptedfrejected work by item and specific location; record all job problems and DISCUSSIONS with Contractor, Architect, Engineer etc.; record amount of material placed and samples taken; write certification of work, referencing applied code, specifications, and approved plans andfor shop drawings. "" INSP. DATE ""'t::"A' / ~ /')/;: f" 77:;:· r/ IP ;r::;.: .,,_1,P<:!.,t& r ,'$ M€..,..,/'f""' +h 12 77 t..,7 .. t,q ~ tJJ!u F 1fr~11 -rt/# u -3--~ fl ~..i,,./ 'if ~---2. UJ ... ltl/ ?-, u .,.~,...;,;) • --~ ... 'W b 'tb-1. J. (,,:, -2.. 7 cg,_J I& '11' / t . /I Z,.-/n/ttu -e. f ,i..-.!l I I~ 1a/:....1 J'' 14-2...1 IS-I ,r 7/ldu I.-..... • ..11 -J.,, / ...,... f , A IXPE ,4 ~ ~,.J t),c::-·~t4~(' 'E JIM{: .J.fi-1t-J flf'E .,:;;>t5't_.# t,)/,11,;..Lf .J ~, , I , I s· I ) . ft1 f"' • (""',.,r/~. (', ~ ___ ,, ~ f -' -= P# 'A,.e.,-/?:if!'£/IJG.t1..l'i u . ..>A <:. IJ& a£Lt-,(r fleiv.d. R,c:,,'P,·e / AA S'T' !t!.TF~L . , ·, ; r - ' , .. - ,I 'I ~ INITIAL A ~ Except as noted above, all work conforms to the approved plans and spec1ficat1ons and applicable codes d regtiaiions. ~- ~ d6 1 __ L!tJ199~F Date of Report Certification Number - MONTANA Testing & Geotechnical, Inc. 888 Rancheros Dr., Suite E San Marcos, CA 92069 Tel: (619) 735-5060 Fax: (619) 735-8979 SPECIAL INSPECTOR'S REPORT 2992 E. La Palma, Suite A Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF D REINFORCED CONCRETE D POST-TENSIONED CONCRETE D REINFORCED MASONRY REPORT NO. I PLAN FILE NO. PROJECT NAME lj! STRUCT. STEEL -SITE f:J STRUCT.STEEL-SHOP e, I INSPECTOR '"J""e9;· e.. l--v-:1,4 REPORTING REQUIREMENTS: Only one permit no. reported per sheet. Identify type of work, item & specific area inspected (floor, gridlines etc.), identify all joints when inspecting welds and bolts; identify accepted/rejected wo~k by item and specific location; record all job problems and DISCUSSIONS with Contractor, Architect, Engineer etc.; record amount of material placed and samples taken; write certification of work, referencing applied code, specifications, and approved plans and/or shop drawings. INSP.DATE . _____ Except as noted above, all work conforms to the approved plans and specifications and applicable d regulations. k,2Jt199~ Date of Report Certification Number ( . MONTANA Testing & Geotechnical, Inc. 888 Rancheros Dr., Suite E San Marcos, CA 92069 Tel: (619) 735-5060 Fax: {619) 735-8979 SPECIAL INSPECTOR'S REPORT 2992 E. La Palma, Suite A Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF ENGINEER • / R~c.14A-ca CONJ~CTOR HAW\~i..J SUB-CONTRACTOR w .. J-< LAB RECEIVING SAMPLES ljl'REINFORCED CONCRETE ft POST-TENSIONED CONCRETE D REINFORCED MASONRY PLAN FILE NO. D STRUCT. STEEL· SITE D STRUCT.STEEL-SHOP REPORTING REQUIREMENTS: Only one permit no. reported per sheet. Identify type of work, item & specifi area inspected (floor, gridlines etc.), identify all joints when inspecting welds and bolts; identify acceptedlrejected work by item and specific location; record all job problems and DISCUSSIONS with Contractor, Architect, Engineer etc.; record amount of material placed and samples taken; write certification of work, referencing applied code, specifications, and approved plans andlor shop drawings. ·...a.c:....,.-,.~:..._Except as noted above, all work conforms to the approved plans and specifications and applicable d regulations. {!k_J /1/119SS- Date of Report Certification Number i J MONTANA Testing & Geotechnical, Inc. 888 Rancheros Dr., Suite E San Marcos, CA 92069 Tel: (619) 735-5060 Fax: (619) 735-8!;!79 SPECIAL INSPECTOR'S REPORT 2992 E. La Palma, Suite A Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF ,, LAB RECEIVING SAMPLES REINFORCED CONCRETE D POST-TENSIONED CONCRETE D REINFORCED MASONRY D STRUCT. STEEL -SITE 0 STRUCT.STEEL-SHOP D FOR WEEK ENDING PRJ. NO. u -11--rr-2..&/'-13-0/ REPORT NO. PLAN FILE NO. BLDG. PERMIT -. .S--t L~ REPORTING REQUIREMENTS: Only one permit no. reported per sheet. Identify type of work, item & s ific area inspected (floor, gridlines etc.), identify all joints when inspecting welds and bolts; identify accepted/rejected work by item and specific location; record all job problems and DISCUSSIONS with Contractor, Architect, Engineer etc.; record amount of material placed and samples taken; write certification of work, referencing applied code, specifications, and approved plans and/or shop drawings. INSP.DATE to-, ':n"'"'--..:.....,-:._·Except as noted above, all work conforms to the approved plans and specifications and applicable d regulations. !'6 , lbt-issS- Date of Report Certification Number t.•-r; MONTANA Testing & Geotechnical, Inc. 888 Rancheros Dr., Suite E San Marcos, CA 92069 Tel: (619) 735-5060 Fax: (619) 735-8979 SPECIAL INSPECTOR'S REPORT 2992 E. La Palma, Suite A Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF ARCHITECT · Pt.oG.--~£ ._s vi. ~ SUB-CONTRACTOR LAB RECEIVING SAMPLES 0 REINFORCED CONCRETE D POST-TENSIONED CONCRETE D REINFORCED MASONRY D STRUCT. STEEL -SITE D STRUCT.STEEL-SHOP .a---11.6-tJ.I ic l(ci4.Je-~ fi~' FOB, WEEK ENDING PRJ. NO. &,-/0 > :X.f'I.J-t:1// REPORT NO. I PLAN FILE NO. ,.--- REPORTING REQUIREMENTS: Only one permit no. reported per sheet. Identify type of work, item & specific area inspected (floor, gridlines etc.), identify all joints when inspecting welds and bolts; identify accepted/rejected work by item and specific location; record all job problems and DISCUSSIONS with Contractor, Architect, Engineer etc.; record amount of material placed and samples taken; write certification of work, referencing applied code, specifications, and approved plans and/or shop drawings. '-,i';::--Cr----'Except as noted above, all work conforms to the approved plans and specifications and applicable ulations. _k_,_J...11ssS- Date of Report Certification Number • 1,. ., ,,. MONTANA Testing & Geotechnical, Inc. 888 Rancheros Dr., Suite E San Marcos, CA 92069 Tel: (619) 735-5060 Fax: (619) 735-8979 SPECIAL INSPECTOR'S REPORT 2992 E. La Palma, Suite A Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF ENGINEER jf o~o 4.J -r :z CONTRACTOR . J/-m11 /j-µ;) Cw 57", SUB-CONTRACTOR LAB RECEIVING SAMPLES EINFORCED CONCRETE 0 POST-TENSIONED CONCRETE D REINFORCED MASONRY 0 STRUCT. STEEL -SITE 0 STRUCT.STEEL-SHOP 0 F9R WEEK ENDING &, -,o REPORT NO. :J--( REPORTING REQUIREMENTS: Only one permit no_ reported per sheet. Identify type of work, item & specific area inspected (floor, gridlines etc.), identify all joints when inspecting welds and bolts;-identify accepted/rejected wo~k by item and specific location; record all job problems and DISCUSSIONS with Contractor, Architect, Engineer etc.; record amount of material placed and samples taken; write certification of work, referencing applied code, specifications, and approved plans and/or shop drawings. INSP. DATE noted above, all work conforms to the approved plans and specifications and applicable ; ~7 /199lf Date of Report Certification Number -MONTANA 2992 E. La Palma, Suite A Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 REPORT OF CYLINDER TESTS Testing & Geotechnical, Inc. 888 Rancheros Dr., Suite E . San Marcos, CA 92069 Tel: (619) 735-5060 Fax: (619) 735-8979 CITY OF CARLSBAD-BLDG. INSPECTION DEPT. i::'.075 LAS P1=lLMAS PROJECT NO. 29Li,3-11 PROJECT NAME:f=!SYMTEK OFF I CE CARLSBAD, CA 92009 CLIENT: HAMANN CONSTRUCTION SET 3298 AGE DATE NOMINAL LAB NUMBER (DAYS) SIZE A i.::'.B J1.1l 05 6X :l.i?. B 28 Jul 05 6Xli::'. HC 28 J"ul 05 SPECIFIED STRENGTH ..-3€(1t,1@, PSI CAST BY !3M LOCATION Pf-=!NEL TI LT-UP 9 ·-1 CONCRETE SUPPLIER NELSON / SLOAN MIX NO. 3tt°'.155 TYPE OF CE.MENT 2 TICKET N0.5191+37 MIXING TIME WATER ADDED AT SITE 5 l'3ALLONS AUTHORIZED BY PUMPER SLUMP ~3st 8 IN REMARKS DISTRIBUTION ( 3) HAMANN CONSTRUCTION PROGRESSIVE IMAGES 52 MIN CITY OF CARLSBAD-BLDG .. INSPECTION DEPT. BUILDING PROJECT ADDR.[ z_f r. t,..,..le>gll:.~ BP/OSA NO. PLAN FILE NO. ACTUAL AREA LOAD STRENGTH (SQ. IN.) (LBS) (PSI) 28 .. L~6 99;;::51Z1 3-4-87 i.::'.8. '1-6 11Z15t~t(%~ <3&.._~ 121 .. 121121 TYPE OF FRACTURE ON 95. Jun. 07 DATE RECEIVED 95. Jun. 16 AIR % UNIT WEIGHT PCF CONCRETE TEMP 76 Of AMBIENT TEMP 6:~ Of ADMIXTURES !,,.!RDA 64 Respectfully Submitted, ~~~~~ L COMPRESSIVE STRENGTH: DOES NOT CONFORM D 95. Jul. 11.)6 2992 E. La Palma, Suite A Anaheim, California 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 COVERING WORK FOR INSPECTION ADDRESS - MONTANA Testing & Geotechnical, Inc. ~. FIELD REPORT AVAILABLE: SOIL REPORT (Y) (N) REPORT NO. PLAN FILE NO. REPORTING REQUIREMENTS: ICBO FIELD INSPECTION MANUAL/ MTG SOIL MANUAL MATERIALS USED (TEST REPORTS): . :>h? N P~-~// ~/~E d._.'$;d!,/eC::,.O "?7' EQUIPMENT/MANPOWER USED: . L wee::...cle:~ -C/!-/~ r.!? S Ve~A 1<: O _, C. e ..e ""l2'.4 ~ ,-1 ITEMS OBSERVED (DETAIL ~pS.): ';..,.~ 888 Rancheros Drive, Suite E San Marcos, California 92069 Tel: (619) 735-5060 Fax: (619) 735-8979 SPECS (Y) (N) APPROVED SHOP DRAWINGS (Y) (N) PRJ. NO . .:?. 93--~// PG OF / PERMIT NO. ·s -113 ,,IQ ---<Z.-7 < ,Nl6' i..'f.C -~ W, r;_~d G..,,,v C ,-1F -t;t:e.~c. J-e-l. S: '£ £:. .. , -/-e. C~<.. (.,l~,tt./ C.';,A-/' .r'L-,,::t_ rcr.. -f-e-H ,d~ .J 2. "-'-6 td J..d" ~r ., .A' A-L' r. A.-< L..><>.N s~-~ ~4-)-_s--(, -!°~Lt.$;-,e. A~ ~,- LOCATION OF WORK: • ' J , 4--'T ~ a-F L/.v/E C,.V LV,,'c.5" Ai-L? ,/?e/ t;A/~e,µ L./.#~f L~ 'i_ A-e/2. L.z.';.; (c ~ ..dE:. 7' .. ,,:ee;,-1 C.+9 REMARKS. INCLUDING-MEETINGS: A~t. ',t.e. {. d~.:V~ A--:z A,6:. .A'-~ C 4':" ~ d :it? LA#~ ~ ·-r- SAMPLES lAKEN WEATHER: ~/T' LJ~y A/ tJ µ C TESTS REQUIRED DEFICIENCIES CLEARED: ~ /,-., .,, ~ ,---, ~ UNCORRECTED DEFICIENCIES, MISSING RFI /CO.ADDITIONAL TESTS REQUIRED: , --/V f/.,.V (:;:;' . _ .. TIME START: 7/ec ,AL-,? TIME FINISH: 3: 30 AUTHORIZED BY· l~( 0-v~.>~fW~- I hereby certify that I have observed the-work listed ~bove and that it complies with the soil investigationYecommendations, and I or the approved plans, specifications and applicable sections of the building code, unless otherwise noted. -~ 7 I// /199 S' Date of Report Cert1fication Number ._ der~ Print Name Rev: 5/95 2992 E. La Palma, Suite A Anaheim, California 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 COVERING WORK FOR /4 h @_/ / w' 1£, 1c /#"ct . A~CT ~ ~ ~ r£-$$,, ve :Z:/11 d-?IE-'J> MONTANA Testing & Geotechnical, Inc. FIELD REPORT AVAILABLE: (¥(:t REPORT (Y) (N) APPROVED PLANS ( (N) FOR WEEK ENDING ~lc...-,~5 I<; 7S--ENi~, -l ~~--/.z.. f-7,#'L,-/lo.R !z,l(/p,-A/ii:;E/2r#Q REPORT NO. CONTRACTOR (1/4 Ir ~ .J -PLAN FILE NO. /-1-/1-mll-#;t/ "'-tr1(,I SUB-~kCTOR ~ '4p<;. W£"1. 1PGe. PROJECT~ '-.5<:/ M f-ee- INSPECTION ADDRESS / 888 Rancheros Drive, Suite E San Marcos, California 92069 Tel: (619) 735-5060 Fax: (619) 735-8979 SPECS (Y) (N) APPROVED SHOP DRAWINGS (¥f{N) I PRJ. NO. ~ ? 513. ,....art PG OF IPER,NO. S7'/;l. e:>? 1t ,,2... Id Lo k1c:. C!~is4?t--cl ADDRESS OF PROJECT ~ '76;J. W, t.. o lc£R.... (!1-f.-R_/s h/ld REPORTiNG REQUIREMENTS: ICBO FIELD INSPECTION MANUAL/ MTG SOIL MANUAL MATERIALS USED (TEST REPORTS): I(/~:)./ I -S /4,<f C,JVL<...) ,A-/( UG(eft~ /=(; 1/-u EQUIPMENT/MANPOWER USED: 1._ /4 /~ 7i?t«!-k m dtu/rEcl J.., I I-1 v~ o.<.J ?'1/-111 ~oo Wr-c .e:e. , ? ---ZV~/4"'~12.: ~ C UtE:. I ~ca (4(.(../S) ! 1-(. E.( ~~e... ITEMS OBSERVED (DETAIL NOS.): _p '72$/.p J ~2 /G./S(,, ; 3) 'Ls'=, 7 7 ~ LOCATIONOFWORK: !> ~A/£ i3 /-t::, 1 ~2 7C ~ ~F 1 s) ,4. I-7.. i 7 / REMARKS. INCLUDING MEETINGS:/!{. J, ti. ~ cl' ' f , s '< 1J-./ I y I A.I Sf E , EI' ,e , IE /4 t-Jrc !ti,~ ~ ~ 't-v "--~ {.yr 14., I C.&-A. "-!Edt~'v\,.J; l.~ A-½:>~Q{E tJo\-re:c{) lcc.tA--{t(h(~. Cce:R. t,· "\'i ~c.cf W~ c{) E Q.. t.A...) lk-S. D~ ~IE.IZ. UlE..dl C .. ii ~-rOA?i1=:l2--l.J.}fe.l , C ~'nt,,... ~ ( \c. ~11=.d L<...) ~ d ~ .{.,0 ~ (2_ iE_ ' t1-<:;~JE.c-t1c...J'.l ~ ~l~ iE l·~lLJ~~ ~<{) J....cr:.AI.-.(..'-'~ · SAMPLES IAKEN WEATHER: .bNA-At\\ ?t-~so L t'YIA (\, ~&"""ei~\!;_--z__ TESTS REQUIRED DEFICIENCIES C EARED: 1 " b \-J ~ UNCORRECTED DEFICIENCIES, MISSING RFI /CO.ADDITIONAL TESTS REQUIRED: ~ D~~ / ' TIME START: 1:o0 TIME FINISH: 3;, f oLJ ~ AUTHORIZED BY: -~9_:~. -n - I hereby certify that I have observed the work listed above and that it co;plies with the soil investigation ?etommendations. and / or the approved plans, specifications and applicable sections of the building code, unless otherwise noted. -,,. i)o_A~Q~~ --:SZ,.l':t / n /199.S-~-tD· (,o .. Date of Report Cert1!1cat1on ~ Print Name Rev: 5/95 2992 E. La Palma, Suite A Anaheim, California 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 MONTANA Testing & Geotechnical, Inc. FIELD REPORT AVAILABLE: SOIL REPORT (Y) (N) APPROVED PLANS (¥1lN) REPORT NO. PLAN FILE NO. PROJE9J NAME / /:f-S #I 7--£C,, INSPECTION DDRESS c{J7 6 :2. u If.. o ~ /e.£ CA-£ Is /2 REPORTING REQUIREMENTS: ICBO FIELD INSPECTION MANUAL/ MTG SOIL MANUAL MATERIALS USED (TEST REPORTS): Al' ,e, t.. f{, I ,,,,I I ct . ~ I "~ CJ&e· CJ£, 0J' 7<!N EQUIPMENT/MANPOWER USED: ,0,, z'.'/2 5?tm ~ /,J, ~ -ck; , ~ .,cl/ ~ i!U/ '<1tJ ~ ~.e ' ~ t;' Ho«~ Z, Welt/!F.e; ~t/e;/4->co (,1f0s-l 1. I;;~££. ITEMS OBSERVED (DETAIL NOS.): ? /2 ~ -J $ ~ , ; 1 /2 s I /5 I 16 SL , / f ,, LOCATION OF WORK: ~'7-9 .b~-l/, IZ 41~ IZS-• !=4-l=S5;' f . / / / 888 Rancheros Drive, Suite E San Marcos, California 92069 Tel: (619) 735-5060 Fax: (619) 735-8979 SPECS (Y) (N) APPROVED SHOP DRAWINGS (Y) (N) PRJ. . ~S-0/ / / PG OF PERMIT NO. '7S/1'3 REMARKS, INCLUDING MEETINGS: ;{_ ~ ( ~ &1.# c, /A StJec/4 / 41ZI/ 0~/ cft -v<t J-( 9/4.~d (> £) /lf,(~~/',<._5. //4) Jte,1)?£ #tr /_eq L._tJC//lr/)t.~ _, I te~fo/1,ec/ wc//4,,e__ tu.K &6S-£Lt/Rc:f 4-v ,Rrt1fk£. w?E/cl;et ,Lec.l11 6 t:ee> ,¢,1<..,o( p /" J CIZ" olu,ee2 c' hr! pk/£/ w,;g:Af /i./ ;?VZe / /t's r $C., /;;{ 4Y-S°'..--t' ~~ ~ ; ,-7 IE"Uct.-fi o/ /4c.-4hl),v, J WEATHER:l-ll/ C)/l,6s··ojpJY/. ~e <3's-u 15-l'z'-/ SAMPLES !AKEN ~ TESTS REQUIRED Al A- DEFICIENCIES CLEARE°[) J/ I{. I UNCORRECTED DEFICIENCIES, MISSING RFI / CO, ADDITIONAL TESTS REQUIRED: .2J// 4- , \\ TIME START: // a?) TIME FINISH: 3' JD Ss AUTHORIZED BY:\ \,..I/ V----. ( {;) -~ I hereby certify that I have observed the work listed above and that it complies with the soil investigation ~-ommendations, and / or the approved plans, specifications and applicable sections of the building code, unless otherwise noted. ,(L.,.AA, ·rt\/!ad ~~ I /?' /199~-fu,.li£S1 C of ,- Date of Report Certification Wmber or1 Print Name Rev 5/95 - MONTANA 2992 E. La Palma, Suite A Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 REPORT OF CYLINDER TESTS Testing & Geotechnical, Inc. 888 Rancheros Dr., Suite E San Marcos, CA 92069 Tel: (619) 735-5060 Fax: (619) 735-8979 CITY OF CARLSBAD-BLDG. INSPECTION DEPT. 21Z175 LAS PALMAS CARLSBAD, CA 92009 CLIENT: HAMANN CONSTRUCT I ON PROJECT NO. 29Li,3-11 PROJECT NAME:f4SYMTEK OFF I CE BUILDING PROJECT ADDR. 2 "'J .( Z /,,-6 Jevt.---' BP/OSA NO. 95-113 PLAN FILE NO. SET 3299 AGE DATE NOMINAL ACTUAL AREA LOAD STRENGTH LAB NUMBER (DAYS) SIZE (SQ. IN.) (LBS) (PSI) ~l 7 Jun 22 E-X12 2B. t1,f-7351ZIIZI i:::58;=! B 28 Jul 1":? . ..., 6X12 28. 4f:., 12~:i51t'.11Zl L~iHZl9 C 28 Jul 13 E-X if: 2B. Li.E, 1 i::'. 1 IZIIZ10 .i,.251 TYPE OF FRACTURE SPECIFIED STRENGTH ;_;~12100 PSI CAST BY DN' ON 95. J'un. 15 DATE RECEIVED 9 5. J' U Tl • 1 E, LOCATION Pf-=!NEL :J:~I+ CONCRETE SUPPLIER NELSON / SLOAN MIX NO. ~552 TICKET NO. 521Zt7 38 WATER ADDED AT SITE AUTHORIZED BY SLUMP 3. tZI IN REMARKS DISTRIBUTION ( 3) TYPE OF CEMENT 2 MIXING TIME fa 2 MIN HAMANN CONSTRUCTION PROGRESSIVE IMAGES AIR UNIT WEIGHT CONCRETE TEMP AMBIENT TEMP ADMIXTURES l,.Jl:;JDA 64 CITY OF GH1LSBf:)D-BLDG. INSPECTJ.OM DEPT. Respectfully Submitted, COMPRESSIVE STRENGTH: % PCF 6i::'. Of 63 OF .. MONTANA 2992 E. La Palma, Suite A Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 REPORT OF CYL I I\IDER TEBTS Testing & Geotechnical, Inc. 888 Rancheros Dr., Suite E San Marcos, CA 92069 Tel: (619) 735-5060 Fax: {619) 735-8979 CITY OF CARLSBAD-BLDG. INSPECTION DEPT. 2075 Lf-tS Pf.\LMAS CARLSBAD, CA 92009 cu~T: HAMANN CONSTRUCTION PROJECT NO. 29L~3-11 PROJECT NAME:ASVMTEK OFF I CE BUILDING PROJECT ADDR. £-1 ~ Z, ~ BP/OSA NO. 95--113 PLAN FILE NO. SET 3301Zt AGE DATE NOMINAL ACTUAL AREA LOAD STRENGTH LAB NUMBER (DAYS), SIZE (SQ. IN.) (LBS) (PSI) r:::i -; I Jun •::1-:::, ,_1_ 6X:l2 i::'.8. 46 &675tZt .-,M ... 1 J:::• ,:::.,:5 t~ B 28 Jul 1 :3 6X12 ;=:B. 11-6 119750 .4f~1Zt7 C 28 Jul 1 ,' -· 6X1i.~ c'.B. Li-6 11 9 tt.,IZIIZI 4181 TYPE OF FRACTURE SPECIFIED STRENGTH 3000 PSI LOCATION PANEL 4i 7 CAST BY DN ON 95. Jun. 15 DATE RECEIVED 95. J"un. 16 CONCRETE SUPPLIER NELSON / SLOAN MIX NO. ~'5~52 TICKET NO. 520771 WATER ADDED AT SITE AUTHORIZED BY SLUMP •+. tZt IN REMARKS. DISTRIBUTION ( 3} TYPE OF CEMENT 2 MIXING TIME 53 MIN HAMANN CONSTRUCTION PROGRESSIVE IMAGES AIR UNIT WEIGHT CONCRETE TEMP AMBIENT TEMP ADMIXTURES l,-tf~D(.~ 6.li- CITY OF CARLSBAD·-BLDG.. INSPECTION t>EPT. Respectfully Submitted, COMPRESSIVE STRENGTH: % PCF 63 o F 63 Of JC~NFORMS DOES NOT CONFORM D MONTANA 2992 E. La Palma, Suite A Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 REPORT OF CYLINDER TESTS Testing & Geotechnical, Inc. 888 Rancheros Dr., Suite E San Marcos, CA 92069 Tel: (619) 735-5060 Fax: (619) 735-8979 CITY OF CARLSBAD-BLDG. INSPECTION DEPT. 212175 Lf.~8 PALMf.48 CARLSBAD, CA 92009 CLIENT: HAMANN CONSTRUCT I ON PROJECT NO. c:9-4-3-11 PROJECT NAME:f°4SVMTEI-< OFF I CE B~DING PROJECT ADDR. . C,. V~ BP/OSA NO. '~5-113 PLAN FILE NO. SET 3301 AGE DATE NOMINAL ACTUAL AREA LOAD STRENGTH TYPE OF LAB NUMBER (DAYS) {.::i 7 Jun 22 B 2B Jul 13 C 28 Jul 1 ·~ ,!, SPECIFIED STRENGTH 312100 PSI CAST BY DN LOCATION PANEL 4*13-· 1 CONCRETE SUPPLIER NELSON / SL0f.:}N MIX NO. 552 TYPE OF CEMENT i::: TICKET NO.~:.i21Zl7f:s& MIXING TIME 89 MIN WATER ADDED AT SITE 1 IZt GALLONS AUTHORIZED BY DR I VER SLUMP 2. 5 IN REMARKS DISTRIBUTION ( 3 ) HAMANN CONSTRUCTION PROGRESSIVE IMAGES SIZE (SQ. IN.) (LBS) (PSI) FRACTURE &X12 28,. 11-b 7i.~51i..10 i.~!7'_;4.7 !SX1i::! 28. 4-6 12101ZtQ.'I L~;:::51 6X12 28. -4-6 ii.~ :I. i::'.51li .C~i::'.60 ON 95. Jun. 15 DATE RECEIVED 9 5. ,.Tun. 16 AIR % UNIT WEIGHT PCF CONCRETE TEMP 6 5 ° F AMBIENT TEMP 6 6 ° F ADMIXTURES Wf:tD(.:j t,i~ CITY OF Cf.:)RLSBAD-BL..DG. INSPECTION DEPT. Respectfully Submitted, COMPRESSIVE STRENGTH: CONFORMS DOES NOT CONFORM D 95.JuL 1-4 MONTANA 2992 E. La Palma, Suite A Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 REPORT OF CYLINDER TESTS Testing & Geotechnical, Inc. 888 Rancheros Dr., Suite E San Marcos, CA 92069 Tel: (619) 735-5060 Fax: (619) 735-8979 CITY OF CARLSBAD-BLDG. INSPECTION DEPT. 21Z175 l..1'.:!S PALMAS CARLSBAD, CA 92009 CLIENT: ST. ELIZf.=lBETH SETON CATHOLIC CHURCH PROJECT NO. 1 lt.,75-1 PROJECT NAME:ST. EL I ZABETH SANCTU8R'C ___ _ PROJECT ADDR.Cf~RLSB-(;:lD 'l,.7~i:,...~~l(;,iaaj' BP/OSA NO. - PLAN FILE NO. SET 2998 AGE DATE NOMINAL ACTUAL AREA LOAD STRENGTH TYPE OF LAB NUMBER (DAYS) A 7 Jun 1 .f.i. B 28 Jul 0(5 C i=:'.8 J"ul 05 SPECIFIED STRENGTH -pj~5fl PSI CAST BY ,JKG LOCATION COLUMNS 1~LONG 77 8, 88 CONCRETE SUPPLIER PALOMAR TRANSIT MIX MIX NO. j_ 1213i::!03 TYPE OF CEMENT TICKET N0.6891ZllZ15 MIXING :flME 98 MIN WATER ADDED AT SITE 1121 GALLONS AUTHORIZED BY CONTRACTOR SLUMP 3. 0 IN REMARKS DISTRIBUTION ( ,3) SIZE 6X12 Ξ::: 6X1i::'. ST. ELIZABETH SETON CATHOLIC CHURCH DOMINY & ASSOCIATES CITY OF CARLSBAD-BLDG. INSPECTION DEPT. (SQ. IN.) (LBS) (PSI) FRACTURE 28. -4-6 a;.=::75iz1 i.=290.:17 28. '1-€, 118751,] '-i-1.72 i=!8" i:-6 1. i::'. :!. i::'.5fll --ir,~ ON 95 .. Jun. fZ.17 DATE RECEIVED 95. Jun. 08 AIR UNIT WEIGHT CONCRETE TEMP AMBIENT TEMP ADMIXTURES Respectfully Submitted, % PCF ·7~t ° F lSIZI OF ~~~~~ '°ONFORMS DOES NOT CONFORM D COMPRESSIVE STRENGTH: 95. ~Tu 1. tZIE, ~ . t -MONTANA Testing & Geotechnical, Inc. 888 Rancheros Dr., Suite E San Marcos, CA 92069 Tel: (619) 735-5060 Fax: {619) 735-8979 SPECIAL INSPECTOR'S REPORT 2992 E. La Palma, Suite A Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL . INSPECTOR OF D REINFORCED CONCRETE D POST-TENSIONED CONCRETE D REINFORCED MASONRY PLAN FILE NO. PROJECT NAME TRUCT. STEEL· SITE D STRUCT.STEEL-SHOP PRJ. NO. ;;?9 3 -tJ(/ INSPECTOR BLOG. PERMIT SI/~ /1-.s tlZK REPORTING REQUIREMENTS: Only one permit no. reported per sheet. Identify type of work, item & specific rea inspected (floor, gridlines etc.), identify all joints when inspecting welds and bolts; identify accepted/rejected work by item and specific location; record all job problems and DISCUSSIONS with Contractor, Architect, Engineer etc.; record amount of material placed and samples taken; write certification of work, referencing applied code, specifications, and approved plans and/or shop drawings. INSP. DATE ,. MONTANA Testing & Geotechnical, Inc. 888 Rancheros Dr., Suite E San Marcos, CA 92069 Tel: (619) 735-5060 Fax: (619) 735-8979 2992 E. La Palma, Suite A Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF 0 REINFORCED CONCRETE 0 POST-TENSIONED CONCRETE D REINFORCED MASONRY SPECIAL INSPECTOR'S REPORT B-S'tRUCT. STEEL -SITE 0 STRUCT.STEEL-SHOP INSPECTOR C~NJRACTOR /+/'HJ? ,9-p/V PLAN FILE NO. BLOG. PERMIT . SUB-CONTRACTOR rt: ~,,r' 6/1=~ ttJ C&nf;--/2,,u.e;/rlx. tJ,ef~U. #. </S-/1 REPORTING REQUIREMENTS: O'nly one permit no. reported per sheet. Identify type of work, item & specific area inspected (floor, gridlines etc.), identify all joints when inspecting welds and bolts; identify accepted/rejected work by item and specific location; record all job problems and DISCUSSIONS with Contractor, Architect, Engineer etc.; record amount of material placed and samples taken; write certification of work, referencing applied code, specifications, and approved plans and/or shop drawings. INSP. DATE __f_,d)~199r Date of Report ~ . .. MONTANA 2992 E. La Palma, Suite A Anaheim, CA 92806 Testing & Geotechnical, Inc. 888 Rancheros Dr., Suite E San Marcos, CA 92069 Tel: (619) 735-5060 Fax: (619) 735-8979 SPECIAL INSPECTOR'S REPORT Tel: (714) 632-2999 Fax: (714) 632-2974 COVERING WORK PERFQRMED WHICH D REINFORCED CONCRETE ~TRUCT. STEEL -SITE REQUIRED APPROVAL BY THE SPECIAL D POST-TENSIONED CONCRETE D STRUCT.STEEL-SHOP INSPECTOR OF D REINFORCED MASONRY D ~TECT FOR WEEK ENDING I PRJ.NO. oc;.ee!':>~11/£ :i:-;??/r-'i-<if;.S 7/2 /9s-~<]~~-JI/ E//2EER -REPORtNO. INSPECTOR tPR. o t.v,. --1-z V /19-V/o/2-"-r,c c,:TRACTOR I PLAN FILE NO. l BLOG. PERMIT V./fm /ra,,-,v S's-11 > SU~ONTRACTOR P,_ECTNAME ~v 1,~t:,i) Cti,(fr,;/,,.et(!:,,.ft/}L 0eh/,A/c, Sc.'/ m 1£-,,t::_ LAB RECEIVING §AMPLES ,-, PdJEC'r ADDRESS k '7tJ,2 l,(_/'. ,l &1 &:2 REPORTING REQUIREMENTS: Only one permit no. reported per sheet. Identify type of work, item & specific area inspected (floor, gridlines etc.), identify all joints when inspecting welds and bolts; identify accepted/rejected wo~k by item and specific location; record all job problems and DISCUSSIONS with Contractor, Architect, Engineer etc.; record amount of material placed and samples taken; write certification of work, referencing applied code, specifications, and approved plans and/or shop drawings. INSP.DATE t-Z'if {'[),1l,,--/-r .Ut-r s;..c/ Vtc:; ~ H-/IA/SJ?/ec,'14 hi-J) h £: /of Ve /c,l, ~ q tJ ../ JJ 4-;t/ G I C /J-v µ e e:,,f-,-~ s. o./ 4u I I 11 ::U" /4 q i._ & c--#-'.J./ tw <: --: --o/t'/o/1.e ~ ,;1t ,,e cf' (' /ht tveJc ·/k-.c /1-//h<..-r. t,,;,?,, 4 /-7 L~ /,/1--)3., ~ ~.C..-E '€,z.-'f -,, ,·1-.,MF '-1-(.. , 41 &Jt/ ""-'--~ ...'7.o.- / beh,I 1ef /5 ft (I IZ'" .e Jt/-t'/lr::4' fv,.~ //;~ /2. ~ WE~,€ :::,h Sl?R.VtaR ~ Dr''~~,,, . t-v IE' 1tlr .< c. l-1=c L "' o'-'< 12. A-A, al"",, J ~ ,c:c/1u-,etrt:s · I • (! ~ ,n 1, e: ·/-/£cf ~~I'd I.,,,,,,,../J.'R' I V ~u • 1 /f--C: L/ = c -4e::c/ .t!..J--./ <;;,, zr~· l,E .do ~ /.Jr c. 11--)i CfZ,v ~,'S,. ~IE= 0 Tl f t1n~tt'e=-s W GE: I clc /4 ,;; VII ~ £1,i;:,,c!,l'; A<-flh' 1£ ~ p o'R. lt,J¼.. / /) hL. -tR rll ,:zJ. I I , V V u tJ~;cle~s, l< ?t:7 JUie () ,9 R.. ti A- s T;,j.v /()e #-I/ w~/e/r..(9 -~ .. ---;=c JI-&() ,_P'R·-z.. t I.~ ~ct .. ~11!..ffe .. . ; 7 7. /l • INITIAL. J J 1-//1\.. ,.. Except as noted ·above, all work confonns to the approved plans and specifications and applicable co~nd regu~a~ _ d' ~ I ~ . ~ 2 S'f199_r->tf1l: C 0 1 Signature of Special Inspector Date of Report ·.,_,.\ ---· CONSTRUCTION TESTING & ENGINEERING' INC. ESCONDIDO • MODESTO ENGINEERING tNC. -~ DAILY FIELD REPORT CLIENT: Job Number: Job Name: Date(s): L.\ )~ q..q- Gen.Contractor: Sub Contractor(s): General Description: FtC e.~V,A,...""'\~ A\...O~C::,.--~~~ 'e,1_.Q& f..f-11-...._..__.,_ ___ =-..aaaa.-=-.:...-..a...:.-=-.;=..-----==.a~=--.._..-:::,___,__;;....;;; __ ...:..:.-=--__,;:=:=;..;;;::.:.-_.;:;.;:;..:.-=:::,,..,;:....._,,,,.._..:....:a........,_11~f2 ~¥'.-\..-\. o...S e...,,...,.=-: •. " ~ A..-0. "t~ 11-...;;.;;;;;..;;;...=..==--=~;;...;;..;::,.___::;;=~;...._--==~..:..:..~~;..:...u...,i _ _..::;;;;..::::;~==-,---:...=..::.....,........;:;;...___,:,...;.__.:...:...;:.;;;:..._-11 .\ ?<E..-'2-... COMMENTS/AREAS OF ADD:t!rIONAL CONCBllN EQUIPMBN'r GEOTECHNICAL & CONSTRUCTION ENGINEERING TESTING & INSPECTION 2414 VINEYARD A VENUE SUITE G ESCONDIDO, CA 92029 (619) 746-4955 FAX (619) 746-9806 3540 OAKDALE ROAD MODESTO, CA 95355 (209) 551-2271 FAX (209) 551-3593 ./ ' ) \ ·, . . .· ... C o~;:;,1rncT10N TESTING ~ENGINEERING,;~~-· ESCONIJIIJO • MODESTO . .. . ·-- ' cNGJNcERfNO, INC. REPOR-r OF GRADING OBSERVATION .. . . ... ..... . .... .. .. ... ___ ···-·-....... . __ ,.. ..- CtlltMAt otscnrrrn,,, or llMJIIJlllfJ AGJIVIIY . A fROSt. ef '"U-H:., ~O'l\Of(\~ Qf Tu-~ Pr,s·o~ f\}e1~D ~R~t\S •. ---------------------------------1, :0~'1.ltlllSJAntM or AOOIIIOIIAl tmlctnn btu ~ITf:. \ ':s~. ==========================================================--i ! (D B'A-CJ't...t.\-C<'c.... tou,rumr I ....... 11-r· --_,. I r1 -MONTANA Testing & Geotechnical, Inc. 2992 La Palma, Suite A Tel: (714) 632-2999 • Anaheim, CA 92806 • Fax: (714) 632-2974 SPECIAL INSPECTOR'S REPORT COVERING WORK PERFORMED WHICH fl! REINFORCED CONCRETE D STRUCT. STEEL -SITE REQUIRED APPROVAL BY THE SPECIAL D POST-TENSIONED CONCRETE D STRUCT.STEEL-SHOP INSPECTOR OF D REINFORCED MASONRY D ARCHITECT P. l. A. FOR WEEK ENDING I PRJ. t1'9 t./ 3 ~r, I 'i-tl::, 1 'fS" ENGINEER ~ ~ L, r-REPORT NO. INSPECTOR ft7tJ l<f' I Pn I ni:: / CONTRACTOR 4 C-O''k,-6 ti-. . PLAN FILE NO. I BLDG. PERMIT 2:'.ilme-in-")-'\ 1 ~--11.3 SUB-CONTRACTOR PROJECT NAME A~y rn--i +-e./c __ - LAB RECEIVING SAMPLES IYY\ crn+~e:t. PROJECT A_DDRESL t:,·-,4,t-; a;(:" :--ii-7 I:, '2. . -.. 0.,s:,.~t:. REPORTING REQUIREMENTS: Only one permit no. reported per sheet. Identify type of work, item & specific area inspected (floor, gridfines etc.), identify all joints when inspecting welds and bolts; identify acceptedfrejected work by item and specific location; record all job problems and DISCUSSIONS with Contractor, Architect, Engineer etc.; record amount of material placed and samples taken; .write certification of work, referencing applied code, specifications, and approved plans andfor shop drawings. INSP. DATE 1 4-1-4 &IS' <l~~ ~1,,,JI_ ·_; ~ b, ,,. _4.,·in,,,, A'VJ IYI-,. ·f---. 1-,c_:..,,. . ·-J __ ., ,-,~Jk ,., [ ;..J'<"o~ ~,-, f,, I L 1,-f.v -(f _J,_,_,.,.. 4,N -..J {J >t)"' ,I ~ 6-...I I ~ ' <J.~_p r,---.. '1 . k.}~-n '-A ~-t-~ --W>-.. ~ _,( A . ._.•).'A ,..J. d_ £.lf<..r I A~-_...,. -_.J.J._, ,-n ..; C, -- -~p_ t .. +-~+4' I -.., <'f::>.-... ,,. -'-~ J 1, ... --..... ,.1_: .,J,. ,,..;:_ - I I .. INITIAL Oi2tt{: Except as noted above, all work conforms to the approved plans and specifications and applicable codes and regulations. _!:/_I _!:/_/199 £ Date of Report ¼H~ ~ s.p _ Certifi~ Nu er DATE: February 22, 1995 JURISDICTION: Carlsbad PLAN CHECK NO.: 95-113 ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 SET: II PROJECT ADDRESS: 2762 Loker Avenue' West PROJECT NAME: ASYMTEK D APPLICANT C§!:: JURISDICTION) D PLAN REVIEWER D FILE D 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 deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: D Esgil Corporation staff did not advise the applicant that the plan check has been completed. • Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Bruce Steingraber Date contacted: 2/22/95 (by: Abe) Telephone#: 789-3269 • REMARKS: Structural calculations and shop drawings for the girders should be submitted and approved by the building department prior to erection. Architect to carry approved sets of plans to the city. / By: Abe Doliente Esgil Corporation 0 GA DCM O PC 2/22/95 Enclosures: r f trnsmtl.dot DATE: January 27, 1995 JURISDICTION: Carlsbad PLAN CHECK NO.: 95-113 ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 SET: I PROJECT ADDRESS: 2762 Loker Avenue West PROJECT NAME: ASYMTEK CJ APPLICANT ~ISDICT~ OLAN REVIEWER CJ FILE D The plans transmitted herewith-have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the en9Iosed check list and should be corrected and resubmitted for a complete recheck. • The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. • The applicant's copy of the check list has been sent to: Bruce Steingraber 24212 Sargeant Rd., Ramona, CA92065 • Esgil Corporation staff did not advise the applicant that the plan check has been completed. D Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Date contacted: (by: ) • REMARKS: Please see revised valuation. By: Abe Doliente Esgil Corporation • GA DCM D PC 1/19/95 Telephone#: Enclosures: trnsmtl.dot Carlsbad 95-113 January 27, 1995 PLAN REVIEW CORRECTION LIST COMMERCIAL PLAN CHECK NO.: 95-113 OCCUPANCY: B-2 TYPE OF CONSTRUCTION: V-N ALLOWABLE FLOOR AREA: 48,000 SF SPRINKLERS?: Yes REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: January 27, 1995 FOREWORD (PLEASE READ): JURISDICTION: Carlsbad USE: Office, Manufacturing, Warehouse ACTUAL AREA: Office -12,500 SF Manufacturing -12,500 SF Warehouse -16,625 SF STORIES: 1 HEIGHT: OCCUPANT LOAD: 221 DATE PLANS RECEIVED BY ESGIL CORPORATION: 1/19/95 PLAN REVIEWER: Abe Doliente This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 1991 UBC. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303 (c), 1991 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. LIST NO. 22, GENERAL COMMERCIAL WITHOUT ENERGY OR POLICY SUPPLEMENTS (1991 UBC) comforw.dot Carlsbad 95-113 January 27, 1995 1. Please make all corrections on the original tracings and submit two new sets of prints, to: Esgil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, California 92123, (619) 560-1468 or; 2. Please make -all corrections on the original tracings and submit two new sets of prints, to: The jurisdiction's building department. 3. 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 plan preparation. Please include the California license number, seal, date of license expiration and the date the plans are signed. Business and Professions Code. 4. Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and 1991 USC, UMC and UPC and 1990 NEC. 5. Provide a note on the plans indicating if any hazardous materials will be stored and/or used within the building which exceed the quantities listed in USC Tables 9-A and 9-8. 6. Specify the uses of all rooms or areas. 7. Provide a statement on the site plan stating: "All property lines, easements and buildings, both existing and proposed, are shown on this site plan". 8. Show the location of any designated flood plains, open space easements, or other development restricted areas on the site plan. 9. Provide a note on the plans or on the finish schedule, "Wall and ceiling materials shall not exceed the flame spread classifications in USC Table 42-B." 10. Exit signs are required whenever two exits are required. Show all required exit sign locations. Section 3314 (a). 11. Show two sources of power for the lamps at exit signs. Section 3314(d). 12. Show that exits are lighted with at least one foot candle at floor level. Section 3313 (a). 13. Show separate sources of power for exit illumination. (Occupant load exceeds 99) Section 3313 (b). Carlsbad 95-113 January 27, 1995 14. Note on the plans: "When serving more than 100 sprinkler heads, automatic sprinkler systems shall be supervised by an approved central, proprietary or remote, station service, or shall be provided with a local alarm which will give an audible signal at a constantly attended location." Section 3803. 15. Provide a letter from the soils engineer confirming that th~ foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soil report are properly incorporated into the plans. 16. The soils engineer recommended that he/she review the foundation excavations. 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 comply with the intent of the soils report." 17. On the cover sheet of the plans, specify any items requiring special inspection, in a format similar to that shown below. • REQUIRED SPECIAL INSPECTIONS In addition to the regular inspections, the following checked items will also require Special Inspection in accordance with Sec. 306 of the Uniform Building Code. ITEM SOILS COMPLIANCE PRIOR TO FOUNDATION INSPECTION STRUCTURAL CONCRETE OVER 2500 PSI FIELD WELDING PRECAST CONCRETE REQUIRED? X X X X • ADDITIONAL REMARKS 18. Note on the plans that "This is a shell building. No occupancy will be allowed until provisions for sanitary facilities, HVAC, Title 24 Disabled Access Regulations and energy conservation requirements are met. 19. Complete and recheck all the callouts and cross references of the details. 20. Recheck door schedule, particularly door types 3 and 4. Refer to the floor plan on sheet A-5 and to the door schedule on sheet A-10. Carlsbad 95-113 January 27, 1995 21. Provide structural calculations for the mechanical equipment supports at the roof. 22. Provide structural calculations for the girders along· grid lines B, D and E. 23. Provide structural calculations for the drag beam along grid line 4. 24. Where flexible diaphragms provide lateral support for the walls, the value Cp for anchorage shall be increased 50 percent for the center one half of the diaphragm span. 25. Provide girder to the wall connection. Provide structural calculations to justify this. 26. Revise base plate schedule to show thickness of 7/8" as called out on sheet 72 of the structural calculations. 27. Show on the plans, the outline of the future second story to be able to complete the structural check. 28. Provide structural calculations for the free standing panels along grid'lines 1, F, and G. PLUMBING, MECHANICAL AND ENERGY CORRECTIONS JURISDICTION: Carlsbad PLAN REVIEW NUMBER: 95-113 PLAN REVIEWER: Glen Adamek DATE: 1/27 /95 SET: I 29. Show main roof drainage sizing and overflow roof drainage sizing as per UBC, Section 3207, and UPC, Appendix 'D'. 30. Detail required ladder access to roof mounted HVAC equipment. Note: If you have any questions regarding this plan review list please contact Glen Adamek at (619) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. Carlsbad 95-113 January 27, 1995 31. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. 32. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: D Yes D No 33. . The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Abe Doliente at Esgil Corporation. Thank you. Carlsbad 95-113 January 27, 1995 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 95-113 PREPARED BY: Abe Doliente DATE: January 27, 1995 BUILDING ADDRESS: 2762 Loker Avenue West BUILDING OCCUPANCY: B-2 TYPE OF CONSTRUCTION: V-N BUILDING PORTION BUILDING AREA (sq. ft.) SHELL BUILDING Office 12,500 SF Manufacturing 12,500 SF Warehouse 16,625 SF 'Air Conditioning Fire Sprinklers 41,625 SF TOTAL VALUE Building Permit Fee: Plan Check Fee: Comments: VALUATION MULTIPLIER 44.00 24.00 22.00 1.70 VALUE ($) 550,000 300,000 365,750 ' 70,762 1,286,512 $ 4,111.50 $ 2,672.48 Sheet 1 of 1 valuefee.dot ,., City of Carlsbad M =ffitt ... J:f ~j 4 • ;g. I •14·6111; ,t§ iii BUILDING PLANCHECK CHECKLIST ~ DATE: tf'_.,S-PLANCHECK NO. CB / ~//c3' BUILDtNGADORESS: cR /b c:z ~K& f!f~t IA/Rd PROJECT DESCRIPTION: ~c.U 45/0~ -d ~>-e../m~G"/lt/#5"€"°· fo~r:~ .!J~ ASSESSOR's PARCEL NUMBER: ~9--oh-/:J? 7 7EST. VALUE fl:?,; «?172 ENGINEERING DEPARTMENT APPROVAL The item you have submitted for review has been approved. The approval is based on plans, information and/or specifications provided In your submittal; therefore any changes to these items after this date, Including field modifications, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with Instructions In this report can result In nsion of permit to build. Right-of-Way permit is required prior to construction following improv~s: C.cLBB c1-r13 LfJ. e I u ez:v--tt<--1 kf&PteAf. · ATTACHMENTS D Dedication Application D Dedication Checklist D Improvement Application · D Improvement Checklist D Future Improvement Agreement D Grading Permit Application D Grading Submittal Checklist @Right of Way Permit Application ~ Right of Way Permit Submittal Checklist and Information Sheet D Sewer Fee Information Sheet DENIAL the attached report of deficiencies marked with Make necessary corrections to plans · or s ifications for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. ,,n~Sr .(3£"' C~-:f} 'P-tcJ) r;:~~1r~~ : jl}P/21€'.0 :55 /)~ve.s;>f ~ ~.fX By:=;~ e;~ Date: ¾/2 ~ By:Al-¥ Date:~S By: _________ Date: ___ _ ENGINEERING DEPT. CONTACT PERSON NAME: &~ E}ey~ic__ City of Csrlsbad- ADDRESS: 2075 Las Palmas Dr., Carlsbad, CA 92009 PHONE: (619) 438-1161, Ext. A-4 P:\DOCS\CHKLST\BP0001.FRM REV 05/11 /94 2075 Las Palmas Dr.• Carlsbad, CA 92009-1576 • (619) 438-1161 • FAX (619) 438-0894 .. BUILDING PLANCHECK CHECKLIST SITE PLAN i --+-'~./ 3rd./ @7 ci" 0 1. Provide a fully dimensioned site plan drawn to scale. Show: D A. North Arrow D. Property Lines Easements B. Existing &· Proposed Structures E. Easements C. Existing Street Improvements F. Right-of-Way Width & Adjacent Streets 2. Show on site plan: s;--ee 6£.HD/r.Jc;---/) v<.)6-3 '(oJ>/9 A. Drainage Patterns C. Existing Topography B. Existing & Proposed Slopes 3. Include note: "Surface water to be directed away from the building fqundation at a 2% gradient for no less than 5' or 2/3 the distance to the property line (whichever is less)." [Per 1985 USC 2907(d)5) .. On graded sites, the top of any exterior foundation shall extend above the elevation . of the street gutter at point of discharge or the inlet of an approved drainage device a minimum of 12 inches plus two percent" (per 1990 USC 2907(d)5.). 4. Include on title sheet A. Site address B. Assessor's Parcel Number C. Legal Description For commercial/industrial buildings and tenant improveme11t projects, include: Total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approve~. EXISTING PERMIT NUMBER DESCRIPTION P:\DOCS\CHKLS1\BP0001.FRM Page 1 of 4 REVOS/11/94 BUILDING PLANCHECK CHECKLIST DISCRETIONARY APPROVAL COMPLIANCE ~ 2nd./ 3rd./ J4 D D s. Project does not comply with the following En.9ine/4ing Conditions of approval for Project No. /2/1 /Ut1.5CAl::f" ,4-//~vt:'D ~L44,,A.16' ~(A,,v ;vi,v.sr-"6if:?"' ~/.?of/ e' ¢. -/ . Conditions were complied with by~~ Date: dTV'/49 /9,S-l '/ DEDICATION REQUIREMENTS 6. Dedication for all street Rights-of-Way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for rem(?dels with a value at or exceeding $ · -pursuant to Code Section 1.8.40.030. Dedication required as follows: ________________ _ Attached please find an application form and submittal checklist for the dedication process.· Provide the completed application form and the requirements on the checklist at the time of resubmittal. Dedication completed by ___________ _ Date: ___ _ IMPROVEMENT REQUIREMENTS D D O 7a. All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $ -pursuant to Code Section 18.40.040. Public improvements required as follows: _____________ _ Please have a registered Civil Engineer prepare appropriate improvement plans and submit them together with the requirements on the attached checklist for a separate - plancheck process through the Engineering Department. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of permit. Attached-please find an application form and submittal checklist for the public improvements requirements. Provide the completed application form and the requirements on the checklist at the time of resubmittal. Improvement Plans signed by: __________ _ Date: __ _ P:\DOCS\CHKLST,BP0001.FRM Page 2 of 4 REV 05/11 /94 BUILDING PLANCHECK CHECKLIST 1st./ 2nd./ 3rd./ D D D · 7b. Construction of the public improvements may be deferred pursuant to code Section 18.40. Please submit a recent property title report or current grant deed on the property· and processing fee of $ ________ so we may prepare the necessary Future Improvement Agreement. This agreement must be signed, notarized and approved by the City prior to issuance of a Building Permit. Future public improvements required as follows: ___________ _ Improvement Plans signed by:. __________ _ Date: ---- D D D 7c. _Enclosed please find your Future Improvement Agreement.. Please return signed and notarized Agreement to the Engineering Department. · Future Improvement Agreement completed by: ____________ _ Date: _______ _ 7d. No Public Improvements required. SPECIAL NOTE: Damaged or defective improvements found adlacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy. GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11.06.030 of the Municipal Code. D D D 8a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut, fill import, export). ~D~ D ab. ~;~ iP ljb /)) r:; f\. if I 1 e &fl' D D D Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be Submitted together with the completed application form attached. NOTE: The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit. ptver 3 t,/(J? I} ?~ _ Grading Inspector sign off by: f) ((/,CV j;,& Date: ~ Be. No Grading -Permit required. P:\DOCS\CHKLS1\BP0001.FRM Page 3 of 4 REV 05/11/94 BUILDING PLANCHECK CHECKLIST MISCELLANEOUS PERMIJl j(~d,V e. A RIGHT-OF-WAY PERMIT Is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way. Types of work include, but are not limited to: street improvements, trees, driveways, tieing into public storm drain, sewer ,Aoo ~DD and water utilities. ~ Right-of-Way permit required for .;:;Y-4~r u;;..._e._0;;;..· _QL.__,.'-/;...._ _________ _ I . ~ / A separate Right-of-Way permit issued by the Engineering Department is required for the following: ______________________ _ 10. A SEWER PERMIT is required concurrent with the building permit issuance. The fee is noted in the fees section on the following page. 11. INDUSTRIAL WASTE PERMIT is required. Applicant must complete Industrial Waste Permit Application Form and submit for City approval prior to issuance of a Permit. Industrial waste permit accepted by: ______ _ Date: ___ _ P:\DOCS\CHKLST\BP0001.FRM Page 4 of 4 REV05/11/M 1/ r. ENGINEERING DEPARTMENT ·ENGINEERING REVIEW SECTION . -- FEE CALCULATION WORKSHEET . a Estimate baaed on WICOn&med lnfom1atlon from appUcn. jf Celculalion based on building ~ plan s_ubmitt& Address: o<-? h ;2.. Lo/!!i~ ,,,:9 tJE' · Bldg. Permit No •. _1"--S:-:;;;.._-//~Z ..... '3 ___ ___,_ Prepared by: 7~ Date: * s Checked ~ C, c._ Date: 3 ~ ro ,. 9 5 "EDU CALCULATIONS: Uattypeaandsquarefootagesforal,~,,, ,1,fQO b-94/--dJ,C:P:-/CE /,.,.._, "dv /I Types of Use: l<.I/ISIE' . Sq. Ft./Units: d, (.)..-,S-71/,;oo{) EOU's:, ____ 5:-__ ,_?,_3 __ _ .nJrG-/ '2--:::,"?/d / 1 Total EOU's:._---:/4-~.:..-' ..;.7..&.7 __ _ ADT CALCULATIONS: List types and square footages for all US8L .... .,.,/ p,::;ce /"v.roc "'fl"",, :,...S?; TypeaofUse: W~Se Sq.FtJUnits: 16t ;-S-5/tJqo ADT's:. __ ?_3 ____ _ fi1 r 6-, ;.. s-rn; '-1/, {rH s-o TotalADT's._,z_,f',-"3.._ __ _ FEES REQUIRED: PUBLIC FACIUTIE~ REQUIRED X YES Cl NO (See Building Department ~or amount) WITHIN CFO: ~ YES (no bridge & thoroughfare fee, D NO reduced Traffic Impact Fee) ~ I.PARK-IN-LIEU FEE PARK AREA:. __ _ · FEE/UNIT: X NO. UNITS:. __ _ •$ ~- ~ 2.TRAFFIC IMPACT FEE ADT's,'UNITS: 3% 3 X FEE'AOT: {0::2 13. BRIDGE ANO THOROUGHFARE FEE ADT's,'UNITS: · X FEE'ADT:. ___ _ ~ 4. FACILITIES MANAGEMENT .FEE ZONE: 5 ·. SQ.FT.: 'ti, (p )6 X ' FEE/SO.FT.: ~I j(' s. SEWEl=l FEE PERMIT No.? £"If 51} tl 11 EOU's: L,o2, zz X . FEEJEOU: //'fib •$ ;2..3t:Jb..3 I BENEFIT AREA: G-DRAINAGE BASIN: · S-LT EOU'a: /d,77 X FEEJEOU: ?b a$ 9'7/ 0 8. DRAINAGE FEES PLDA t<'3 HIGH -~ /LOW ACRES: 3, !3 X FEE/AC: bSiJd, -·· / 7, i<rx I 41. SEWER LATERAL ($2,500 OEPOStl} I ' =-$ ;fr P'Xts17rJ&-YI 8. ~~TEA FEE /i2, 7? ::1/'t} (J dt11 tf!' · EOU's: X FEE/EDU: a$ I' · TOTAL OF ABOVE FEES*! $ t/t r 19 J:rreec:T-3& X. 1-2--f:.38-;-t/3~~0 = ·'" ,9c.!€-es . oi::iiii,i.iliiiii,iii:ill,i:::i:ii::ii:::iiii.:::i,oiiiiiiiii,,i ' . *NOTE: Thia caJculatJon ahaat la mll a complete lfat af all faaa which may be due.. Dedications and Improvements may also be required with Building Permits. --~ CITY OF CARLSBAD GRADING INSPECTION CHECKLIST FOR PARTIAL SITE RELEASE · . PROJECT INSPECTOR:.U. Mf()()RE DATE: 4/0/95 ~ ' PROJECT ID Pf ;O 94-t{)(> GRADING PERMIT NO. 95000$ . . LOTS REQUESTED FOR RELEASE: L{)T 9 CT 74 -2 ( N/A. = NOT APPUCABLE ../=COMPLETE 0 = Incomplete or unacceptable 1st D nd. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. Site access to requested lots adequate and logically grouped Site erosion control measures adequate. Overall site adequate for health, safety and welfare of public. Letter of request for partial release submitted 8½" x 11" site plan showing requested lots submitted. Compaction report from soils engineer submrtted. Engineer of work certification of work done and pad elevations. Geologic engineer's letter if unusual geologic or subsurface conditions exist. Project conditions of approval checked for conflicts Can water service be installed prior to bringing building combustibles on site. Partial release of grading for the above stated lots is approved for the purpose of building permit issuance. Issuance of building permits is still subject to all normal City requirements required pursuant to the building permit process. Partial release of the site is denied for the following reasons: Date o/2/4.-~ Project Engineer Date H:\LIBRAR Y\ENG\WPDA TA\ INSPECT\FORMS\PARTSIIB .FRM TO: FROM: DEVELOPMENT PROCESSING SERVICES ENGINEERING INSPECTION DIVISION DATE: l)/J;€/L ~ /99S- R~UGH GRADING APPROVAL FOR PROJECT N#0W03 f71/' y-4,-/{)5. (P.E. OR TRACT#) . . 4SYMT£!< 6b /14d14i/1/ f!OAJST. 475 W. 13@DLEY 4//t:-. EL 04Jul{J (PROJECT NAME & ADDRESS) 9ZC02{) ll411M/1J &>AJ~T-,4s 46ove::" (DEVELOPER'S NAME & ADDRESS) We have inspected the grading for Lo;'-1 or Phase __ _ of the above mentioned project. In addition, we have received rough grading certification from OT~ Ii.Jr;. · , , the Soils Engineer, dated 4/3/9:F and from S?E.4-k'.. l4SS0(!/.4--7ES , the Supervision Grading Engineer, .dated 413;9_r ,' and are satisfied that the rough gradJng has been completed in accordance with City Standards. · Based on these certifications and our observation, we take no exception to th~ issuance of a building permit for Lo~ 9 or Phase -of project 0£94-10~ {JT 74-2/ from a grading standpoint. This relea~e. however, is not intended to certify the project from other engineering concerns including site development, water or sewer availability, or final grading. We will need to be advised prior to the issuance of a Certificate of Occupancy so that we can verify that final grading and landscaping has been completed in accordance with the . approved plans for the project. APPROVED: PROJECT GRADING INSPECTOR ONSTRUCTION INSPECTOR H:\LIBRARY\DPS\WPDATA\INSPECT\ROUGGRAD.FOR 2075 Las Palmas Drive • Carlsbad, California 92009-1576 • (619) 438-1161 " " . .. .. .. • • • Q Q Q i i i ---~ ~ ~ PLANNING CJiECJ(l.[ST P°I~ Check No. q 5 -II 3, Address ;2 7 0 2 Lo}(e-(Z, A-v' 5 Planner BAVM) R4.CK -IE(?e I WcJ?tS . Phone 438-1161 ext. ~ 444-J ~ame) APN: --z~ -o \ -09 . . Type of ~roj~ct and Use lJJ'.).,reY\OU:~ { [YJC<M ¼,<7J.uv-, ·q;:-( DF-PI u2. Zo_ne_ 5 Facilities Management Zone __ . ___ _ CFO (in/out) # cu-de {,.,,tf_p_r_ope_rty_in,_c_o_m_p_lete SPECIAL TAX CALCULATION WORKSHEET provided by Building Department.) [:ZJ Item Complete (9 · [tem Incomplete . Needs your action 1, 2, 3 Number in circle indicates plancheck number where deficiency was / identified D rr-/ 0 Envimmnental Review Required: YES A NO_ TYPE A)ff; !Yt:5"'(__ DATE OF COMPLETION: _z._/ __ 1_/ ___ 75 _____________ _ Complh~nce with conditions of approval? If not, state conditions which require action. Conditions of Approval _____________________ _ • o.-..:-a \; Pl JD DiKretionary Action "'""tlM&'-'A: YES T NO _ TYPE ___ _ APPROV AL/RESO. NO. PROJECT NO. P1pq 4-_-0_5_ DATE: :;)..j 1 f ~ 5 OTHER RELATED CASES: ___________________ _ Compliance with conditions of approval? [f not, state conditions which require action. Conditions of Approval ~il:,;2.(12.ee·<od..wt-'1 W ~-S.l-kf'l"\i'))) 'J:1415/,Ap;a(Ncd Ls plqn:s) 11:u ge:ccxd.Pal a,o/e;-i: {lc>./-t<,,&,,.j tF' z 7 Le!k if fvt,n Cad:zb@d: ztl(fDCf 8u£b-£;¢ Gn~-tV' /?!5': tJ.ic.~1-kc4iti1_ California Coastal Commission Permit Required: YES _ NO _ . DATE OF APPROVAL: _____________________ _ San Diego Coast District, 3111 Camino Del Rio North, Suite 200," San Diego, CA. 92108-1725 (619) 521-8036 Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval _____________________ _ .(» 0 '0 111dus.iODaQ' Housing fee-r:eqimed, YES _ NO i...... · ( Effe¢tive date· of tnc.lusionaey Housirtg Ordinance -May 21, 1993.) Sit~ Plan: 1.. ' ' O~D 2. ·ze~ o:tio· 1. _o·rc/o Provide a fully dimension~d site .plan drawn to seal~. Show: Nort,h arrow, property lines, e~ements~ existing and proposed structures, · streets~ existing street improvements; right-of-way width, dimensioned· ·setb~~ks .and ~xi.sting topographical lines. · Provide legal description c;,f .property, and assessor's pcµ-cel nu,.tnber. ' Setbacks: I wj2/in I (I '{ Z ~hfvf II V bJ 35 . Show.3 .2i\uY\ ,JJ / · Front: Int. Side: -Str-eet-Sid~~ Rear: tot coverage: --1l~qu.ired . L--R:equired Required t...--Required· R uired eq 1_0 1 · Sha~,~ . Shown ... '2-O•. Sh~wn · 1001 Scf~/l'ln-40 ~ 32-,1)16 .~ .. ~ 2. 3. 4. Height: Parking:· Required· Spaces Required Guest Spa¢~: Required . . J ~5 I Shown .~7 q °\ Shown;, J f-lj __ Shown __ ,' . CJ D 'O Additional Conunents --------------------------..------------....--- -OK TO ISSUE AND ENTER2D ~PROV~ INTO COMPt.mR ..... -------------DATE ______ _ P-LNCl{;f'RM City of Carlsbad 95094 Fire Department • Bureau of Prevention ' Plan Review: Requirements Category: Building Plan Check ~ Date of Report: Wednesday, October 11, 1995 Reviewed by:_{!_, _6_d_~--- Contact Name Address Bruce Stelngraber 24212 Sargeant Rd City, State Ramona CA 92065 /13 Bldg. Dept. No. 95·.5-51r Planning No. Job Name A-symtek ---=----------------- Job Address 2762 Loker -----------------Ste. or Bldg. No. ____ _ ~ Approved -The item you have submitted for review has been approved. The approval is based on plans; information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifica- tions, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. D Disapproved -Please see the attached report of deficiencies. Please make corrections to plans or specifications necessary to indicate compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. For Fire Department Use Only Review 1st. __ _ 2nd. __ _ 3rd. __ _ Other Agency ID CFDJob# __ 95_0_9_4 __ File# ___ _ 2560 Orion Way • Carlsbad, California 92008 • (619) 931-2121 ·/-.... ,, t" \ f -' --- ~ ·-; ' -----...--' / ;_ . . -;, 2-1 . 22, 2.4. Q.5. 2(._c; « l ~re.uc.:ruJ2...b.L CoeeEc.-;10N? ' . . No M-!fc.~. LIN IT~ AT ?12.t~t~N T TIMG . l-\ow~vt;t2. I-AT. 0 I~-UNtL~ . ,.6, (l,e ~GuPLJ NTED /:::oR-Pu l2.L1 N s ¢ (i.[(2.Dt;(Z/2 Ol;fs1u-N. G I e.D e:'2-C -61-c.uL Ai, or--J ~ S-Ht--L L B t:=: bo "-I t2: e ~ MANUr=Ac.TUfl.EfZ. ,, '::) 12.E fi.A"-li;, l~tz_.· LoA61t-J(_' b!Aql2./4-.M , IL b!U..G ri> BM, f-..~Nl:J ~£.lb \_1Nl= 4 ::.104 (P· 52 OF Ol2lC1. ('.,6~->.) b~ ;-;? E>M, AJ-ON.q ~ ~ b L1 N. E: (b -= 12.1. Co le > lo ,f IL THE£..sFoe..E-J ~AMe bis::ilqN. /2:.s CE:ie..tD L\NI::: G:? I 6 lJi;~p . ::;,GE: F.AG:iE 4 9 0(-;; 0U6. Cr-,.Lc..4- _{-o,Z.. b(U..9 BM. bESll=!N. ~~5 c.l'-Lc-=:-IH.&T foLLOW.1 Ac.c:.out-J,1NL1 1\-tl.:: 50 /4 1 N C..e.Et->SE 1=oe T+-1-12 C-~N1t:<L Y2 oF THE bJA.P~<:..1 M 2:>F.A-N. Ss1: c'....aNNl=c..1toN. Ut-c.-s. 11-tAT FoLLokJ . ~l-4-c:J ~£E DGT· Y';:>-<o ~ l'r.5-0. 8,,.6.S ~ ~IE T t--11 U::. N ~½ ,K E. VI 6 E D . 27, OUTLIN.E cQf" FUTUILJ: s~ND l:;-1..~rz... 5Hol.JN. ~ EE f-rt:-N~ . ~ . ~ 2 '2,, Sc"~ OYl-t4 C/JLL, 34 · 34 (0/_; Tif (1,-J ...,,,--P4ALv ~ . F6'1/..,.,-/J'Oo'i ()&.Sµ;rJ_ AT LJNTt:1-6.J{-ts PT f!J,..l~L <JO[t\i[5 -f Alla-/; Pe3'SutJ 'See /JTlA-z-t,liSO 11V fLef,lI'll.., {<>J.Oc6v (:J -(,) ( p~ 'tr/--31 ,1"/f~O F:f ~ J II . ,, •. Su~ bleEHMC:JM Dl::sl6~ __ ._ .. No,-E ·. B I fs.? l,J ,c,.,,u_? /.::, s · c?FE.N lNf:\ ~ ( \ . ,· ~ USED ~fl. . 911-_ -t *-~ U E L.L-.DU. l:S' TV lA-fl£v= 1 N Tt\~ J...jP.:LL,,, L I -· C, A-o ("A) B OJ. c. · Lor--1) --0 L LN-t: ·c; -.: 5~2,.· ( 19%) ~ 53. 4 /t-( L-~S.S fH: L~Ar?) IG?oo . 5:013, t>1A.PHG?r->~M ~H0--<l-0 Lu,Jf: k;;;>-=-&-f::.2.-(rs*J "7 4-g -= 48.o ~ I C }s(b~) ~ ,09, t ~o 4<>.s(::,}.4& -= t? ? 11/, c-Cw,., =LN <:,. '%2-"$TUl(_J:"' Pc.x'wo > l<JL . .1/ ~ I t, -4'' ~ ~~ o,c:... B.N.) c:..c.4 \.:::,1'../, fo~ ~ 12-.. ~-t. , r: , "''. P OE"uLUf-i.Tc ____________ _._'Y~l~-;. 419+ (!:,/ \ . ' . 2 +. · 1 ·t l t-i ' : ' ' I ' le::)~ ~ ~ i~ -tbi = B ( 3 ?-r );_ . ?;;tJlP o 1. (.. : ; r , ~ t -· :-- ' ' . V '. : ;_ : ~~C.,O /;/!) . ~/ . . J)lAPH\'2-F-C:\M: . :f'vfL~N.-'. 4 -_.'.·G?V·/· · :,_ --'" 1 -: . : i' i w~+ -C-12in: C.4'L .... ' I I ' ,I ' ~ LU~ ~' A ~tt~1 JJ · S\-tE=P-~ -~ L.1 t--_~c ~ z t 4-: :: -2-.JB (b/ I i . ! ) , , I , t 5/.3i. sTu c::.. r · Pc~ y 'V D,., io J_ ~ e,''o,c. ~.r--..1,,) ~1 • o.,c. 'C.-r-.../, .At)~a.._,u ME . . . ' L.._vt:>-D . PcJL A>-NC-¼. --=-t3 (5t:-'t;)--.. 4 4-)~ lb V r uru I r-.1 -= 44-3 x~ ---;. 2-~ ~ C:Ar,>.OC..-l T ( ::. 9 +(1. 3,) (J . ? ~) c 2-NCU. r +) '.::-3-2..s-~ > ~z.s: ]Y ,,.,.,-/ = S b 2 ( ~¼_) ~ ~ --\ / 5'---( ',:. · f'-L U) . .Cb<._,EN_\'.) 6-J~ btA.P~~-(4 ON€, ~ bAY ' ' ' . .. -. -· . .. . . . . . . . ; . . . . . iue. D\,c,...j~¼-4 :-s;ttC:-P.1-.:------:;:) l.lt--..1..-€5 ,-'b: ~. ce;. I ! " : L~;_, ~<--i ,/ \ o J_ ~.3yi--', ~.(' I?.~. ·_.4 I I _ I I '1' ;p ,t... .\2_.N. ' P-(?cQ__,u ;.-, c.; · VJ;\lu-,.., L.o-6-,:i Pc,2.... .A-N.c«. = 6 ( SG:.12.-) -:: 4-4-.9G ll;. Vr,., il,I.'"' E711c1---11'.)Ci) 2. 1g,,,.ys -= <\:-4-9"' __ '2.!?.'L lb!, ~c z P,,P1 I c,,..,,,.'-1,-.<" . 74-(,, -,,)ll, .1,i) "2--.y, -c ,u ,~) zei p' C), IL. VB 4 C -Sb'L \ ~Ii-) 7 3-i.-;. 42...ri.. \?/ -----------------, U ~ti f5/ ·, ~Tlvc.. ,i:--o/ lo o-{ I'!;'/.; , ,,-;:;· l . I' '3_~'': 13 , N ·. ; At E ; N . . -! ---· . -~ t AT L\N,G" ,· f ' 1 : ;;, t · ; t- :y~\j ~ l~ · i . I i -' ! ; 4-1-4--% -'I~ , .,;_._--. . ;~oo -y 1 -:i.:;- 1 ' I ' D 1 ~ r +\:IU>-,.._~r, ' j ' ( I ' ; iV t> :: : -.) '.b -t(__ .::fS /l--) : ; 2-~ ---4 8 2 ~1/ I / . I, ?~. ,., '<-. I~ ,4'1, ' ....I ' ' ' "r O ,, . E:..:. 1,1. ... PG~fl1N o( ffJe.L1N.~NNEc..TION -To L,IALL _ . _ II e. ~ s ij, f; . L • ~ B (_12.-) ( + 1/2-) :;;_ 2 2 ~ C:. l!> 'FL,L, ~ 8(20(4-r/z) ~ d7&?CJ lb. ~olCo lb. C Hect.. ANC:iLE. li=c_, As. 0~. eM, .. M -=-001to ( 2-) =-12-0-P 2-,·"-~~ 5r~ '::: 12...0~2--o.4.s--J_ b~ - , 1 _<;:, {:tt::,ooo) -C:, j b .._ 15 ,·...._ ~vJ. +i \~ L _s-)(_ ?Jlx Y2-lr -0, '"iJ?..'-{ '"2--- ~ Mot"'\l:="'-11 ee':it~11"-.\l:J &uP1..t= l.=s rD!2.M8D : C ";-T ~ · ~'::S +~ be,,... f t1-_ ~ I, 4 ( '2--2---S-6) -t 11 1-( ~¼~ -... J ~3:0 (b , t---'t"' ~ 9.rro~) ---Ii loo 1 1---lb p"\.p, L.., .. ~ \, 4--\1-~6)--?1 58 IJ Nv-.. --r. +( 44-'76) ~, v:, z J4-. + .; _ , . ·-_ . • " . ; 1: .. : --1-+---i +---• · , · -· ~ : T~r : ~ ;-dJ: iSh~oE;o. ~D5 1 ;I ! ' ; : : I ; I I • ~ • ' ! -i-' -l -~. I . : ~ • : (-; : t , <~ .. (St N.~ ; 4-.S-" / ~NE i .cj ~ ,.8 S-; Qe_;~ t~'i I , I , . , 45 P ~ . = :t o : ~ ~t1/ (i~: + ct~ ) )(I..(· j • • • -• • ' ' -' r- .-z.-I - ;35,p~ C1s') -. . . . . . . I I ' A c>---1 ' l ... , ( . _ , s-__s-_ 1 , ._j) "'--==-· ~ ->£ -I 7t 1.---2 . + '?- __....,._ N "" Pv-. = -I i-."'_·"----=-~"ljv/:':At-+'-' .... ·-b~I~ / I'\ /f :,,__d.. 1"-L ---= · ~ b '2 J4A-;.._ ·8 boo (.b .'2...~ i-] I 0 ..-\c.. ' C +-r-E=c !It. ~t-.-£2.-: oLe.. > 1 s O\~ --= 7 --s ~. (/\Jc.-__ ~ Boo A 1, A fr: ) " ~ ( ¢ <o'lB d.1,\\/fi) ..__ ~ ~(..7 /2,5,g_s) =-22. 4-~ ~LJ \ f?.:;),Z. Z' bTUD~ ¢V c_. ~ 2-. (2--2._, 4) ~ 44r ~ ~-) \Jc,-:..~2 1 ~ j(.. Otf S. \ C..\N . 51 (2.f: 1--J(~T t+ e,t>;Sl:::.b c:'N , <;;n·e::E L . /JV:? =-t , rs t) /.),._b ~, ~ ~+ ., .( i-) '.-54. ~L , . . , ... ,. . -~c..: -. --. '. I ' +---;--. : I ; j ' i ·_; -~ -j---- : ' : :1 ; Gs lo i • -, __ . . .. '.' ,-·+ ~~~ '2-4---+ _;_ • , I i . ' ; + -1 •• 0, ·1c:-~ CH-at'-P..c--lCtLi l N Be-N-D. IN 1 . r-1_ --~~ 'f-.. J.S' --2.-7. S-bo 1'..._!1 u :>c A ;_,1 ,,_, /'. -:::, ' I I ( '~--. L s ,, . ")__ /1 l,' \ .. 1/2,, \ I ~ ( \ -Q { I ' '2.-·L--. . . <;_.r"'j -;; ·\, o 4-1'r,.__ ~ h:y 2 -'tbt.~ '3TVP.> EM(:,c:DED 4-'"' h,l f'-1, I ~\ To L-ON C., ~ GA, fu~1N. I ' • --1---4-- i I ·: -T-, ·, r·-t- ..;_ i .... a rO . I\) v\ I~ ll) Ao r -:r :::)::: -i---::i ~ J i -s ..Q 0 'Z ~ .. s :; u. .c! ~ z. + :, = w .,j "\l' ' -· ~ --~ -~ ' *\=!; i t-\ ~ ..I. r . \ ~ \--\ .. i -------__ .L ------. H f-t I &~ I I I \::l; ~ ; H r\ I ----1 er-\-1 I ~ I r414. h e~--o I ~ . -~ " {!!!: 71.P1ct0t--'P1r~6& &1€ 6Ylt/4 C,(JU,,S ---',. Ci>' €Qi._., i4 tJL LL ?,,051- t 4 rr::: ~x r; :: Z_g_8ZJ ~ /5"01/l7 f;-"1:; 313 #/; !?Jk- ~ lJ ~ ?PB-v ~ Z~D-¾ ()IL, ~-- 7;: l 5Lzft ~ 2-~ s Z5t,~,.o V " z._ofj 1-'-: ,Z, ::: / OfL 3/s;,vv<o __ __,} -~---- ,Z~" lJ ~1/;ff;i'x5~ (! W£..1,~!) ~LOC-,\c-o:.;"\; $TJ.,o::5 3 1 J.. c1-Ar-J{,.,L-c L47'4)L+:_>: 'fz.., 2,lf e v-J£l.D6£> STw'I.>< P1 V ·1i1)( 5'-= ~ 18-t_ . l I .'I-\,~7.s -~~~ C!L //ot-r/_.--=-I J2 ~ , ? 5 ( Z! 4->< ~ I .;-I~, ~ 74-t.:t;f ~ 5 1 -: 'J 331 11!; o.r ~-; b = 11: d:: fi -Lt,~ Ct" ??3y1-i--~ 71 I 2.X ~-~-z--- ,:, ftc=' 1 {X)L'3 7-/,.33 5 ,OD{'c) A(),' {)Olf>X IZ'j t;,> ::-I !4-~ y CJ:--. /h.N t-v/ /iu,t, 5/1),..; tN.t::.Lt.l-P:,14 ~Ztlt> LLl'/4,1'H I-' I !rvrv.: 8 5 4~ ttr; ~ ~ LO-u f /4 :; , {)03_5 ~: As = • i-1 ;,.. -t;; -~ -:ti 5' e /. t/1 o ~. 6;1.f~ AflO 716.--s t!)Z:.~...c. -ro rJ 6.4..t/T€ 76rlS1 oN 6°#64S / ,JJt,,..u: 4-Z.78(JY& . . . ~--_ fn Vv =-ljl_ {ZS) >< (~d!JJ:./~ -t 4Z, 2~ X l.fc) s L'f. z!~ 0.1 -. b.::ti-r)=_&L _ /ltA-= '51J . f t.:o ~ • oil 5 fJs "'. • 0,/ l'!h-/Z-,, ')t 0-S · =.,-81:-;f>{ x 4-1 -:-'?.G~'Xr, j.- z.--/fl'l./4f an... /2.-:. 72,,zk.-f; 7;13$' = /41~~ t I I I C-<:::' -fA(Xf. c:o1-= t/C x5'Y 3 + //t.x/Sx t.i. ::: ~..,.s--o ,'. /2. · :: t:j., 7 {4---f /"7 ~ CJ?--n,p. Pt4': r;f/;5f, x l.YT fJ.--t tz.~"JS' -I: 11, 714--;: 3Z.31 ~'· A-::. -Zv7~ · '3 :l 'L(fZ-'3V-:> 3.~/ M ~-Z~~ ~~5 /Art-fi1 r~ 7 b-~ rf4,J . " --- f"y0 p .-:: .. U7-4--+ 42,78 ><Cf'x 1{; ::. 3f5-i~ V f\., ~ 8. z..tv (Ve,; ::: B 3 t,::-ai1-- 1i'' - z.-}~y, 51(~.s . ;?t-1 ,,~ t )( ~ '2---# C (uj ~ fh, = 3~&Ji§x l3 1 + 1z1x-11%,. ":.. 5'5. t. 'j::.._ fLM,::. ( if>S6 ~ J~ VJ 30 t 3) ,8~ = I 2. 7-7 wl '!, /4,f-~ ~ 2-Srt>c6 ~ 1. t½_;,0.g+'z.tb = 3 ~,?L,?) Pt, ptJ~L.-6 To fUJT~ ~ z-t~ /JfJ?vtoh5 C 1t.zf--76JJ$1~) .. ~ ~ . (J'(M: 3680 N5'-b/t1x [O><. 7':::. ~4.,-z,3t!- . £s: f. ~3½ n4 ('tz. ~) ~ ~1. -3 l cJJZ14:. l};-J~ o7L- _ e..~ 2-B~ 'fv_ ... J."J,~ .', O-= ~I /J.Ci. f/Vl .,l(x 7L f!_:i t.4.?fo ~~ z.6-S- A, s J.J 1:; t. i~ ----- -~ ~ ~ !!::!._ f/l'fltnu±.w ~ S/Rlm--fldveu 61:'Wv O 2& 7 4--'lt LC, f /7 L Xi tft_ z 5?. /3 ttw..,= I 6£!b5£y; K -f 1']$0-x,i) :r V.5k- . Mt Z-8,t½f, s J.ot Lt--d_{c_ . 3/ /Jrvt:.t--~ -1-cr-m,.,8 fMrJ.-5 tJ/C--n-4: ~:: ni<ix/7 -blll~/Of/8 = 12.<?;1.Jl~ <-f'd.ev~ 6~4_!) ~ /5f?J~ ~{itv f&Lf7.) OtfY\. -:. It;, I~ 3 t1t--~ J ,,.... l ... C I ~ I • o I I .. i 'o I 1·&, - ? .-. ·: .· . v 6fP,, (2_.s I 4 . It:; , 5/Z..--=-11 ... I • • t- ~1 ~ 7dfscr ~ !!Jf;;- I 0 4 ,--; 1---=-7 ~ • I i I • .. , . -- · I I ' -I , ,---._ .... -. J.--1 • i--~7. .LL ___ J " . ~ . . .. ! I I~ ~ r -Io • -----1• (5 Title: Scope: Job#: Designer: Misc: Date: 02/15/95 Page: STEEL COLUMN BASEPLATE DESIGN Description ---Load Data ----1 -- Axial Load 14.20 k X-X Axis Moment 16.20 k-ft AISC Section Name none ---Solt Data --- Bolt Tension Capacity : Bolt Count Per Side Anchor Bolt Area Bolt Dist. from PL Edge: Bolt Dist. from PL Edge: -Plate & Support Data - Baseplat Depth II Width Support Area Depth Support Area Width Support Area Width --Material Data -- f'c Fy Load Duration Factor AISC Section Depth Flange Width Flange Thickness Web Thickness --Plate Design -- Min. Required Thickness Plate Analysis Method : Tension Force per Bolt: Bearing Stress Allow Bearing ... Per ACI 10.15 Per AISC 1.5.5 Max. Plate Capacity for Allowable Bearing .. :. --Plate Analysis -- Actual Plate Thickness : Max Allow Plate Fb Actual fb 6.10 k 2 0.310 in 2.00 in 2.00 in 18.00 in 12.00 in 24.00 in 15 .00 in 15.00 in 2000 psi 36 ksi 1.33 9.00 in 12.00 in 0.500 in 0.500 in 0.890 in 1 4.47 k 651.14 psi 1536.28 k 1201. 92 psi 259.61 k 1.000 in 35.91 ksi 28.47 ksi --2-- 7.10 k 16.20 k-ft None 6.10 k 2 0.310 in 2.00 in 2.00 in 18.00 in 12.00 in 24.00 in 15.00 in 15.00 in 2000 psi 36 ksi 1.33 9.00 in 12.00 in 0.500 in 0.500 in 0.860 in 1 6.63 k 684.34 psi 1536.28 k 1201. 92 psi 259. 61 k 1.000 in 35.91 ksi 26.55 ksi -3- 14.20 k 16.20 k-ft None 8.80 k 2 0.440 in 2.00 in 2.00 in 18.00 in 12.00 in 24.00 in 15.00 in 15.00 in 2000 psi 36 ksi 1.33 9.00 in 12.00 in 0.500 in 0.500 in 0.865 in 1 4.69 k 589.92 psi 1536.28 k 1201. 92 psi 259.61 k 1.000 in 35. 91 ksi 26.88 ksi , 4 ,''JI{. 5 &Ja:.s/, ~ & -?~ /M3 mi'~ <ft, (11 X /f/f /#1 c ~ ), UµR-1J4; Software (c) 1983-94 ENERCALC Engineering Software --4- 7.10 k 16.20 k-ft None 8.80 k 2 0.440 in 2.00 in 2.00 in 18.00 in 12.00 in 24.00 in 15.00 in 15.00 in 2000 psi 36 ksi 1.33 9.00 in 12.00 in 0.500 in 0.500 in 0.836 in 1 6.80 k 600.89 psi 1536.28 k 1201. 92 psi 259.61 k 1.000 in 35. 91 ksi 25.10 ksi Licensed to: SRN: / ' . --J ---.. - /' _;,' --.. ··- 71 -·····~<- to' , L I l I J, ,, 3 -ff_= ,Z. /Oz.,, rn.~~. ,~(~a) 3>:.11~ 102-= c:14---11,t 0.1 s !2u:: & ; At = 3~z<Ji b d 1.,-4YJ JS''v . /1'1,~ df;2 = tS.-7 ,tlf;~ 3 · '.f,to ~ -~ X 1.33 ~ . D0/1;;., :. ,45...:::: o..o~ 3~ 7j ~ ~ STc'~L---FrYrL--orvr'cs'1-s C,e.. o:Jt..ufYJ rJS .' 5' C#--f/S" j/J/1, ?etv~Lu,.,,..__ flw== 3 ,• I Ip _:: I 37 w //8,17x }J-~f#/f'D 3/tt-v J5:'~3-x "3y'3.: 43.~/ft~ d-:.4,375 f ri., ~ /OU M= 02--:: 13s) 3x\Bs d .::ti ~ = 1 JO fto ~ , 001.'j X/,53 V rv :. I "3> 7 z, :trt; - Ve..-= ~ is-8 -i:?~ ~ {It (i (f'CIN6idJ ~ _ IZ,S34~3\.~it''faeti1'1$tc;.1s1 =-~--::--~-, :· ''"~lf. i~~'YBll(l.. --~ ~d au -' ,( tWl1,,,0 .:: !Lt/z,'t..J~, flf> ~ t 11 6{). ~)lo~ r. -a·--~ ,-,~ e -.-, \6 0 0 o O °I l_o __ 10_ •" _•_'_a_ ~I 6-#~ :.,Oil, b -~6' cil _ fAt;f. • I M1rJ w~ {Zc,,-;c- /1/Jr?1't-,~ , 'DC1.-:l Cf.$'Y,/ 1.--"", 1,:z;:}(, . .;t_q;, = , OO/z_;t tj,:5''/ 11--"; 137_:,,1(; {l!j ~ *5'&/t (JV/-z.~"f~;j ~ 2 -'it 3 e.., I ol/tJ~c . (l!) -tt4 cl~ Ol\.,, z_--;r3 e. ;Bts It >B,f'/ = ;oqq tit0 /1,Z.,, JfJ41.)lif._ ~ Z 't< 1 £x qxC x f.~ z. 1Ji1/ pz.. 1Zi.'5M:4~ 24()-z, t; 5Z4-~ if .::11 +1 L =-8,st,z,i sr 'i33r g;: t'ooq(x) ~ 2P 3 l(-!:. o~Z7. L<:::. ,35 <$- i p.;cu-1v :-Z,,;'oo Xi::-o.~/ -- ~ CIK4£-<J!ITJoN ~ H-/JaftJlL. zrot !}31. ?i~7) (307) /tn_) M /ZS~)x 5 'x c/ --t /07 y.. f{pi5 Z07L4''fx :f>--lf/lJ~ ofP, = IP3~3 't-5>< 8 '-1-4-A-'F 1'%.-x3 J 21; I 1 ~ f-'o :: 1&.1/1 ~ ~I~' 7ii.1 1J~6'(?Zttff;s-/4lv rv 6 a;~ cf= 9 11 /Yt=11zs C::,£. (ffi,ey,g fur& /)1 :;-17 2-,5 Jtf/; t::{, = f i + 3 + 3 ~ Vfr~ /8 " J ~ (Lr:. 3Us3/; Cit..--StJ~{f~4-3ti>t{) ~ ·~ ' Line 1 Line 2 Line 3 Line 4 . Line 5 Title: Scope .: .Number: Misc Dsngr: Date:10-Jan-95 -----·----------· -----· ---------------·------------------.------· ----------------.---------·-------~:::_!~~~-:~~=~-~~::~~---_____________ Page ~fj. DESCRIPTION/S >> >> -~---DESIGN DATA-------- AXIAL LOAD . k X-X AXIS MOMENT · ft-k AISC SECTION NAME ---->> TENSION CAPACITY/BOLT k # BOLTS _PER SIDE BOLT AREA in .•. DIST. FROM PL EDGE in BASEPLATE HEIGHT in II WIDTH· in SUPPORT PIER HEIGHT in. II II WIDTH in f'c psi Fy ksi LOAD DURATION FACTOR AISC SECTION DEPTH in ..... FLANGE WIDTH in ..•.. FLANGE THICKNESS in ..... WEB THICKNESS in ------PLATE DESIGN-~---- MIN. REQ'D THICKNESS in Plate Analysis Type # Anchor Bolt Tension k (per bolt) Actual Bearing psi Allowable: Per ACI 10.15 Per AISC 1.5.5 Max. Plate Capacity for Allowable Bearing k -------~--------------------------------. -~ 3.285 1.642 3.285 1.642 9.725 9.725 9.725 9.725 TS8x8x5/1TS8x8x5/l~S8x8x5/1TS8x8x5/l None 8.8 8.8 6.1 6.1 2 2 2 2 0.44 0.44 0.31 0.31 2 2 2 2 18 18 18 18 12 12 12 12 24 24 24 24 16 16 16 16 2,000 2,000 2,000 2,000 3,000 36 36 36 36 36 1.33 1.33 1.33 1~33 1.00 8.00 8.00 8.00 8.00 8.000 8.000 8.000 8.000 0.313 0.313 0.313 0.313 0. 313 0.313 0.313 0.313 ---------------------------------------------0.69 0.67 0.70 0.69 1 1 1 1 3.47 3.88 3.39 3.81 341 340 386 386 1586.666 1586.666 1586.666 1586.666 1241.333 1241.333 1241.333 1241.333 268.1 268.1 268.l 268.1 -----PLATE ANALYSIS---->>> Use If Actual Thickness Varies From Min. -- ACTUAL PLATE THICKNESS in 0.75 0.75 0.75 0.75 Max Allow Plate Fb Actual fb ksi ksi 35.91 30.31 35.91 28.95 35.91 31. 72 35.91 30.01 ••• '1:ffj ' • • I _ , -,--·+J7:06 i· · · I . 07 /\I\, ~ 3cJ~ $°01 K.---. ~~. 6_~{}1.18.) s/1.,~1 ,tt-- /4f:: . 5". 17 r 51/5~ Oo.Jct,,s"" -?~f :-~.ef/5 ;Z-tl_y· C /.Id a:-. 1):?.,vt!'(13ot-T Sd<?(J)l., = f{,1Ji_ ::: J/j 11~; /3o1,,µ qrv1,.::. 8 9;2/tf X ;z.4,zs ., Ul, 5" 17( :.;-IZ ¥ I~ .:::: /Jj5'R~ ~~r:f:lft<f&£[' CIL-/31f/Z, ~.:5 ::-8 r-7'i,,x 'n'· ~ '4--x,,fv!) S 3,4 I/ C/J, ~1(/Z o-6 /JIJ1I_,, ~ . -. !J'r __ fT6r: . C!!_/11_ ~ . 3f? (?><_/~_I f /t>7 ;t_ //_X8,, ~ 37, f7&/1,t:- . ft. =-f. &$GI::.. + ri-~ ~ &tff< 5 1x b / flr.: !B. 85? e ~ 2. ot,t-Vv " t.1 ~ :... i .: 2'JC 18, 85'C _~ 2, ,s jot 5Y :2.1, C: I '1 r: • .J. tW J (? rtfl1._ e.. 1,J M1P .3 f..c=1o3,6 e.= 1..Bt; h~¢.1 i= (.~~f"'J ~ fJ,1~ ~ 1<31~ (1J =,IJoS-4,-b =fZ ,?{_e: 1 r-01> <-" 'S 7 x '5',, -== z. 14-- CL 07-'/. -J1x5 1 orm::: 37, 17? tZ ~ zo.3 ~ _(,,-=-t-..8~ hs I.Ci --z__ t;=--Zx ZJJ,3~ ,:; 5,03 ?xkf-z_,,.. pt ¾"x 4-i;,,.18 11 11-1 ~ ~ f'-;x ~ ~ ~ jZ-= tZ,>3 ~.: /.Cfj A.: 4.z;1 . .p s/,f-7~ tM fJt~ ~~2.0_.~,s:~ ~ /_BJ_? /i,:J,4f ~ r; 1176 P"/; _ ~ /}t/v s_j> (4:i .r I OG<f-..6 _ . . h-<-. • 4r ):.,hL s /., l ~ ' .. I .. -- c-f ~ /tl/3 it~ t "s-q /)/.4"5XZu ._ a:s/.t)~ j f /1 M~v cfVl,dcP, / / ,. / ,. C -¼ fc.J::. o u, of fL.r-:"'1 e :b E..N b 1 "'lei en= 1\-\CJt..n-... PI EJ-? BEr·we£N w 1·"1 b o 1AJ 7 .:_ e,f>i--'>(_ I '.L L I ,. ) \_b X 11,) l~. 3~) "l.- \ 4-. J u )(:: (? (\N._ ,'r-::: • 0 0 3 J A'::,--.-UL:'33 (b?UZ..)l_?,,?:,.:).-~):: 0.1;; 11M'l- -. LA,E~L LcAb =· I~\. t.::.14- -A r.e-t-:: 0 '--4 ~o L..-, ~ t 11e,-t y~ J .~ -;; .d. ,·~,_ .Pk:~ I iJ. 6 __ 9o , 4 -~1· ., 4-- G) Ft~ o.5 Fl.,_ --o.~ ts-~) (_t ,'b2')--3 s. 6 ~:) ~o,4-~,, or k {:_ ~E:C,1', f31-s&~tNC7 gr(ES::, l-aA..D Fee BoLT --l~ -=-~~. 4 k-/13-dL-T 4- +\,. ~ ~O, 4--3 4,1--~: 2 pl Q,~-e. x =re:, ( Yi.'') - t=;, -;_ '' S: F._ -:::. , l< S-\ 5 <8) (_ \r? ~) -=... l \,::, -0 '.+-~.. Fo~ S1L. ft,,.,-o I-;:-c) a-~f'1. u; c\2.? -S,, ~ ?,p, 4---\ i '3. J ~,· ) --+. '>1 rt =-12.,. (,= r;:: J (1 I .t:) r2-f I::. f\J.. ¼oN ,; N,er w l PTl-:1 , . --' -_ C::::, l.---:6. ; tj; f c.._. --1 $; \ ~ts )(__Ir p ~) -:_ 2, ts' I (o h, 1 ~dA,~ "";. ~ '3 • (::;, ,C.. ~ )( • ~ ~~ = ::/-0 I G:::, ~ fo/2.. 'jrf-£r-.,.t. NeT w ( o,rt -;. (2--Is ) X 1.. ~ ~ ,1 - ~ V -, ' ? \-.,,__ --• :> (~8) \_ \ ' 3 ~ ) -=._ 2-,;, { 4-k.-,.,_,' e ,&,\~ --2.. ~ ,. t 4-( 3 ) 'I---Yz_ I • __ ~ 4. -=r k.. k CAPr>-C. 11'( ";:. 16' <o +~ 4-, + -: \ 0 5 < \'2...\.2' I' 1(2,-C( ? ~ l)C11£. PI >l • '$~12--NE., 1--tlcrrH --c~ -,s) (, .. -)-_ s ~ ~ c:0Lnu ~ 2-~.14 (:, )lV2.1 ')-:. s::J-., ~ ~* '-.,._ s './--. '.l-+ ~ . i:,, --I z.g. s "-> I '2.1, c.k_ e; , \C. , As \2€~ ~~. ~. \. 4:, _ , . t{_ \ 2.1. (.) -... . -,_ ? , ~ 1 'r... "I.. U>I; f' -S, lf3)(bo) N,Gi 3-#lo ei~~ (As-:. '? .-<e,I T\.-~ r-r.;o f:>.{"J ')t.... f;_·L. ~ 4604)(S~)--IS, I fL,.L, ~ 4-BU'Z.-) (..sJ{)~1~.b 1r- ~Mt c) NL'{ _fseu: LIT , 61( . P, Lfa5Tt-e, . !~ie-~131~. · w?el_?, ;=. ~\L.p W.: o, 4--(_Lo)~1"~)(l4,l~(.J-hJlL~:o).:-\'t-3 ~ w~~ 1,4-( .. 1~)-_o,i,s; Y, R-:. L 4-( LB ,I) + Cl--(1~-~) ~ S-1, J "- f~ -: s-1. J --.. -=t-4-.. I "-. r M11./ 0 ~ CLtT\C..~\. t:::t --[O. 2-/ l'--1-i. I--=--1/ . ~ ).o ( <Z-..-4--><lt-) --==== . r~ 1L-&N1)6Q,r-J~..C EFFa:::i- Hu S.T B1;; CoN5tvf:4Z.-!::> ~\. 9 ( \ + · 4-.5) ~ O . S-4-~ 1. l____l '2-) ( \2.-) V __ V\ -~ --±_ --0, S<t, ~ -~ \'L-- • ... O.o/~x\44---I. <g:+ < ' ' ' . . --. . -~ .6SS.Ut4E c:-N'T f Q.e. ~N\::::.LS \_ t-:srE~1-L.JP.t) IS ~'S>L'?TE°D /?'( ?1 LP... ~r-c1L--? s}.{-' ~,,__ c,..s, . v- ~. L.-:: ¥ (__ 14) \ 4½_) --I ~I 9 ?L.L. __ ~ ( l'2.-J( 4--i/J __ \l, 7 \t- y_.. f 1.,,_ -;. I, 4 ( \ 3> ,) ) -t L 1-U I · } ) ~ 3 J, } GoNSt(lVATl-Vf:L y' ( C:iN.ott6 c,-peNlN.li~ ~ e-4,,a !~. /2~ Ws.e,,. .. (J,:; ( ¾:, "-1'-o/ t S-~x1s2»<.11/.; ~2-1s-'? . f..-,0 ..,__ -=-{ r 4-( ti_-C) --~ ~v, LI; 1 uO<> L M ~ 7 ? ~ 1-\ ? I J 1""5") ~ t r ,? 0 \ ( f2.-~-) X \ 1..-- (S . --=-32, +-1'---. -~ P A'> 2,.2..--1 _ 1 f\ ~~ -=-~ --144 --o. o I~ ~) ~ 1/vi :: \. u k :: :. e... 4- P'-'-( t -t !?A) _ , ~, r (, I -{ t7· +-3 ) -_ o . 41 ¾ --\ 4--4-- ~ ._ 1 CJI~ C::-. 01S o • LL , U-:>~ ~€ Ce,t.., 4-!7 B 0-'P-o f.-(>' " . .. -- Ct!E:Lk-. Pr~ .uNot: ~ ri~-~r2-_ ' l-( /\,.._ , t, ,, U ~G 4 -b ? (). "'--\ ~ 1-tr f:::.. , ~-ts rJ ,~· CJ r c... HOROWITZ TAYLOR ENGINEERING STRUCTURAL CONSULTING -STRUCTURAL CALCULATIONS PROJECT: _....£..;6--_!;::.:>_s1...L.-n_r_;_e_ic._-______________ _ DESIGN ASSUMPTIONS: CONCRETE STRENGTH AT TWENTY EIGIIT DAYS: MASONRY: GRADE "N" CONCREfE BLOCK F' M = MORTAR: TYPE S 1800 PSI GROlff: 2QOO PSI , REINFORCING SIBEL: A-615 STRUCTURAL SIBEL: A-36 LUMBER: DOUGLAS FIR-LARCH JOISTS GRADE 40: GRADE 60: #2 #1 Z5oO ~ ?;@0 PSI NIA PSI 4, . ~AND LESS (U.O.N.) /f.;ANDrARGER 6 BEAMS AND POSTS STUDS CONSTRUCTION OR BETTER --SEISMIC FORCE: REPORTBY: ________________ _ WIND FORCE: DESIGN LOADS: ROOF DEAD LOAD SLOPINQ ROOFING PLYWOOD JOISTS INSUL. & CLG. MISC. TOTAL= REPORT NO.:--=--'--- FIDOR DEAD IDAD I ,, FLOORING , ~ LT. w7 · PLYWOOD Car-..1.c • JOISTS INSUL. & CLG. MISC. SOIL PRESSURE: WALL DEAD LOAD INIBRIOR 10 PSF EXTERIOR 16 PSF ( ~.JL?.$+ tf'utt.tr:;toTAL = '30 p~+ I 4-fS.r. 6,W,Dt:;:(l--) P1><~11or,J Ulf-> c. ROOF LIVE i.OAD 19 r~A ( cl>) FL~OR LTVE LOAD s-o ps.{ (? ~\~, ~ Jo r~' ~ 10 pi-..r ..,. SLOPING ,0 INIBRIOR SO# PSF ( llPFI c...E) FLAT 20F.:;..f (_ \:-.E:PUt.\~Ll-;_) BALCONY 60 PSF (U.O.N.) \_ -EXIT WALKWAY 100 PSF These calculations are limited only to the items included herein, selected by the client and do not imply approval of any other portion of the structure by this office. J4 3 / (p I-13-J S -~I I I I ii II /! . , r BL E c::::2: U) 1-JTE+--IJ '? fou t--..\ D.b-T( o N 5;, 1-A-T~L AN.~w% MiSl. - I~ 4 s-y lo -II ·' ©-. ©- ®~---====~~ 1· 1/v =-I .. ?~ ( 2-o t t 2-) ~ 4 J;> t\ -: l ~.}-~ (l,~ R-:: ;;++ lb _1~ -:. 4 i;, ' C,. I 1"-,.... b ,1 c:Sue,F'<Jl<.Ll "-\, , i_ "-\ +I v -;...2-( 2-0 + IL-) ~ b +· lb/j n ~ \~Ga~ o -,1::. f-:: 4-4-B ~ .r'L-4-..-i ; -I +., >-~ --.,..,.~ '"" II ~cZ>/2 J•L, 111 I h&tow::. l+U Q _lb ½\l"'-<) -=-&::J t _ 11 .r-_ 41--rb? ,~+- U/2(2; 2.-1-b r;;) 2-4 (~Cl ~ ~ ·, t-, .1.Alu-.o --:9 (3J +-,. I~ 'Y .l.\Lo--, --&S 3 lb .[ --z_ o, B ,·/2--.4- 3 '\. = { ., / f\1!2.-L.-1 N c,, . 1 .,_ 46' T, 11:. ~ e, ( 4l?J ~ 3 eH< >-.: ;) ~.L, --B ( Ii-) ~ .J& lbj L .-f__ • __ 6 ( I 0) -:-( 2--8 f1/ T-L r ~ 2-2·4 1/, _ l 4--t g \I~) -_ / ? t-I~ -z-- --l14~<2> )(le...) -=-11-C= '~ T, L; :::._ 2, CJ ~ I;{ USE 3° ~ ( I \, ') 3/ lu~L!N :t::> I L I = ; q (? L,.t L, ,... ___ ,e--~ T· L' '"::. 2 if ~~ \1 / / !~/ / lb/ I"' 4-+ USE:-:80 ~] _ Lv~T-L.-:=. ~? Jb! UJ ~~ l ~.?bo) ::. \ :,-b !J, ( \ }v -= 20 T-f'-• ""IP (2o)"" 'h>o -~ L-_ L, "-z__"" ps-e Qj.aJ~.i. L, :.. 4-2.8 t.h; lU _u t CM.) ®6J -=---i-6 + 'ty T. ~. ~ (o (_ 44 j -:: W .·. L · L. --{~rs.+ _b, L . -:.. lo(_ ( '½ ~ \ '2.o ~ ~ t.-L. ~ lb(_\Co) -_ {Coo 'Y 1. L.. '1--i l? tJ,,/ / WJ,tLI"'-., T-L . __ 9,¾ 11/ / l,\_) J.((,-.... ( l,'36 o/ • '2 4'; ~ i:;; 1 'f'u ~ \ "1 ,, fi_. --:-4 o ' I -A. . = I o :,! ( 4,->) -=-J,c,,o -+t '-.-.t •. L . " I b ps ~ vJ ~ la t ~ \ I z. ) -~ l o ~. /b/ ).L. --z.._ / / L,L-. ___ (44-13/, use Po ~::i__ 1.-Lr ---2--5°2--l/,,/ ,I ,\_ \ 'FD.L, oc ~® ('~)-cc ?,£,J (,- lOO ~L --2/4.., ' ~ L~ ~ ,oo_s (u~t2..-) ~ 1*~6 7s ~04--3,s;'' ( ~ = i;.) M ~ is,5 ~ ( 9 ·~1) ~ {11-C::, 1'1r--~ ~ ~ f--: ~-9 --.3,4-h: !o ,4- C-c.. --/ t , \!..1f 'L-I::: ~ t ' s /,,.., : '2-;, (k-Yv) -i -ko == ~ -:. l'2.-0 --1 .s: /,....,; lCo·<E> ti,:=:. 0 ,'=:, F) ~-, b (__ ~ j -_ '2.1-,6 k,: I {?; ,S ~~~~ F~ =-o .. oo£(12rs)(tzJ-_ 0,95 1 • p~ ~ ~~) ::::: \. ~ l I 9' t'-'1p :0 • { ~-L.~ ~ (~c>O) 4% • 12.4-~ rl ·'-· ~ o/¼ (~bv) ( 'o/1,) ,2.+ "- . I /2...£ k. 4€> ~'ff'<L LcA.P Kl :::, 1'2..S: , ~~ --'==''r1'- b ('M-;!J..;,<--r 0-0 s;-() 2.-x /t,.. . .::5) --O . 'ry-::S q ~~ l 6 ~1-z-t.royt' ~> MJ>--+ol(f'-nL~4<==>l\k_ I;,_-;;. L -;_ 2.,4 + 2-4----I ~r ~ ~ .\ A _p,S~ L---~ 1/v-~Yr -"+,b ') ; c.. .__ --t l ( , b C::::-~ , b) =-,) & -~ o , 4- f=GJ--;:-6 r cf-(~) ---l 8 ' 4 k--e-t.,' ~ r ~ r;_;;. 7--- . ~ --~/4, ~ ~-o -l4,Q ~; ; ~-_ e:+-~r h1 5 r-3,~ -/ Jo ~ Cr... 4 I ~ r !.:. I cas ( \ 4 '') . ' 1-"> E 'i -=----+ ---,, ' I ( . ~~ N , C--r ' ,.__ (\ -~ ,) 1--/o L~, 4-(l _ I~ )2:). .-(. F.e-7..--.S· 2- ,; ~-bes(C)t--1 ~;'D { _ o/"? -~ -e-/0 k.,,,: / Fi= '6,-_e,, k1 + '/;? (J k.. . I \~ ./ AL4...ol.J ~1L 0~£lNC..\ ~?~ ~ 2-Goo p~_c ~ilT(N uou.S:, rzoot0 r=J l~oLA1"1S=O . . ~ l-11'ltz A./ W:: 4X-(t2--t2o)t2-~ffx1~o)t~{100)=41 ¼-~ k-tto7rt k-6{ .----4-l~ x\2 .. --;. 2d ,·~ ZGZ>1;) . . r:;). L l1'U= E , w -=-4+z. (112-~2.£>) ;-2. + ( ~ ~ x LS~ -t ~et)) .-4-81 b 11' ( lJ \ 1:>1""rf--o __ .,., :_··A,. ~¼ (") /1.. 4 <r:....e-1.i,( -::., --'-----x. I '2-..... _ ?.--7 · , ~ 2.5ov .. /.:....l l t>TH f.Ea -= 42 e:,.2.. >< i2 ...... 2a. ~ ,'...,, '2e:oo USE 2-4,. kJ lDc x L ~ '-< D 1-=~P W/ '2--,=:~ Co~, Q.et->s~ 1 o F' 4, f3.-~IT, l ~~Tr:: D Fr'G1 ~ L1~ .? \:xerw~El'--t A t.. .S P--~ fr (~a) ( ~) ~ 2~s-ov lb/ J>. l. -z,... ~ J -::. rpl--~L, --~ (S?>)L~) ~ 2~9D A'r~ -~ ~:;-e;~ A 14-+-~ -~?~·4-,M ~ """'\ ~6 l ,, I, u,€ 5 -<'-i~, '>( \£ Pa?P f-T (1 W/#S~ 112 .. "o.c, IE."", ? p,L. -~(S;.a) A---¾_. -f. 4-;-(So)_ ~) ~ zq;,sz;;o (4> J 'P,_ L, ";;.. z:,s;--o-o IJ.... r:iJ L,~ 4-4 ~ f. p ,L.. ' -=-: 4-~ ( . l 2. ) f L.~ .. t0D Lt"1.<c: t-~ ~ f't,. L. := ~ l Jz) ( t~ ) '= ~ I ! 0 4-f h PL.L --4-5(t'lJ (~) --?1lcf4-\b ~;:t -;. c,~ ~ \4-4---44-+.9 ,,;- I ,, /, US(: ::/--k. S&.x 16 PEEf) fT~ w/#s~,i'o.(, E,h!. f I ~ Ll.>l.: b -C:> '~Q. x I~ DEE"? PT~ W4tst?(Z" o,c_ • E .\IJ r I '2-,S \ 12-4,..; Line 1 Line 2 Line 3 Line 4 Title :ASYMTEK Scope :TILT-UP WALL Number: · Line 5 Misc :LINE A WALL Dsngr :HMK Date:27-Dec-94 TILT-UP CONCRETE WALL PANEL STRIP DESIGN Page jJ DESCRIPTION>> >> ------------WALL DATA----------- CLEAR WALL HT. = 24.5 ft PARAPET HEIGHT WALL THICKNESS REBAR SIZE REBAR SPACING DEPTH TO STEEL CONCRETE WEIGHT MAX DEFL. RATIO = 2. 5 ft = 6. 5 in # 5 = 11 in = 2.875 in = 150 pcf = 150 MIN VERT STEEL = MIN HORIZ STEEL = Max. Vert. Spacing = Max. Horiz.Spacing = ---------LATERAL LOADS WIND LOAD = POINT LATERAL LOAD = ... HEIGHT FROM BASE = ... 1:Seismic,2:Wind ? UNIFORM LATERAL LOAD 0.0020 % 0.0012 % 18.00 in 18.00 in psf lbs ft 1 w/s ----------DESIGN DATA f'c CONCRETE = Fy : REINF. = PHI SEISMIC ZONE = WALL: ZICp = PARAPET: ZICp = EFFECTIVE LENGTH = COMBINE LL & ST INCLUDE PARAPET ? ? ---> 3 1 000 psi 60000 psi 0.90 N y 4 0.3 0.8 12 in y/n y/n % % FIXITY@ BASE (Set to 0% for --------VERTICAL UBC methods) LOADS---------- ROOF/FLOOR LOADS: ..... DEAD LOAD = 380 lbs ..... LIVE LOAD = 380 lbs ..... LOAD ECC. = 6.375 in ADDL. DEAD LOAD = lbs PER FOOT WALL HT. = ... HT TO TOP OF LOAD= ... HT TO BOTTOM II II = ... 1:Seismic,2:Wind ? plf II LIVE LOAD = lbs ft Note! These Vertical and Lateral ft. loads are applied over the 1 w/s "effective length". CHOICE OF DESIGN METHOD --------------------- 0 1991 UBC 2614(i) : Exact, Non-Iterated Enter --> 1991 UBC 2614(i) : Iterated --> ACI Method #1: Eq. 9-7 and iterate deflections--> 1 ---------2 > 1 << 11 11 #2: Eq. 9-7 w/ deflection@ Mn --> 3 --------- Empirical Method #1: Use Icr and iterate defl. --> 4 11 11 #2: Use Icr and defl. @ Mn --> 5 ----~----DESIGN SUMMARY-----------------Seismic ---------Wind---- Moment Capacity: Mn * Phi Applied Moments: Mu @ Mid-Height Mu @ Top of Wall Actual Axial Stress Allow. Axial Stress= 0.04 f'c Max. As S!c• 0. 0.6 * RhoBal = 0.012 Maximum Service Deflection Height/Service Deflection Ratio Maximum Bar Spacing For Parapet Mu ------FACTORED LOAD ANALYSIS------ Basic Deflection w/o P-Delta Basic Moment w/o P-Delta Excess over Cracking Moment Maximum Deflection w/Factored Loads Mu: Maximum Moment@ Convergence = = = = = . . = = •- 50,775 in-# 49,707 in# 45,025 in-# in# 6,804 in-# in# 20 psi 20 120 psi 120 vs . 0.0098 % 0.0098 % 0.234 in in 1,256 18.00 in 18.00 in Seismic -----Wind = 1.63 in in = 30,715 in-# in-# = 21,884 in-# in-# = 6.51 in in = 45,025 in-# in-# , Line 1 Line 2 Line 3 Line 4 Title :ASYMTEK Scope :TILT-UP WALL Number: . Line 5 Misc :LINE A WALL Dsngr :HMK Date:27-Dec-94 TILT-UP CONCRETE WALL PANEL STRIP DESIGN \4 .... Governing ACI Equation 9-2 9-2 ------SERVICE LOAD ANALYSIS------ Basic Deflection w/o P-Delta Basic Moment w/o P-Delta Excess over Cracking Moment Maximum Deflection w/Service Loads Maximum Moment@ Convergence = = = = = Seismic 0.23 21,939 0.23 22,309 ---Wind in in in-# in-# in-# in-# in in in-# in-# ---------------------------LOAD SUMMARY------------------------------- All factored load analysis is carried out twice for each ACI Equation: Eq. 9-2: 1.4D.+ 1.4L + 1.4E Eq. 9-3: 0.9D +/-1.4E Wall Weight = 81.2 psf Vertical Loads: P-Axial = 380 plf P-Wall = 1,198 plf -------- Total Service = 1,578 plf ---------------------------ANALYSIS E :57,000*(f'cA.5) = 3.1E+06 psi n: 29,000/Ec = 9.29 Fr: 5 * (f'cA.5) = 273.9 psi Ht/ Thk Ratio = 45.2 As(eff) = [ Pu:tot + (As*Fy) J / Fy 'a'= (As*Fy + Pu) /(.85*f'c*l2) 'c'= 'a' / .85 Wl:Wall Wt * ZICp = 24.4 psf W2:Parapet Wt* ZICp = 65.0 Seismic Wind Pu-Axial = 532 399 plf Pu-Wall = 1,678 1,258 plf ------------- Total Fact. = 2,210 1,657 plf VALUES------------------·--------- S-gross = 84.5 inA3 Mer= S * Fr = 23,141 in-# Rho balanced =0.021380 Seismic ---Wind = 0.375 inA2/ft 0.366 = 0.735 in 0.717 = 0.865 in 0.844 inA2 in in MOMENT OF INERTIA MODIFICATION FACTOR = 1.00 1.00 I-gross I-cracked I-effective (ACI) Phi: Capacity Reduction Factor Mn= As(eff) * Fy * ( d -a/2) = = = = = 274.6 inA4 274.6 inA4 inA4 inA4 16.7 inA4 16.4 inA4 0.9 56,417 in-# 0.9 55,230 in-# lJ/ f1LT-u r kJ A.LL 0 LI NE A ( eETWE~ 1 4 ~ 12- . ]-' £ r w l---~ ::) ..p ~ ), 11 e_ ~- /2-. 5' (2..-I -" ) f LLJ5c(S ::: ?>.? ( ~·: I~.;:, ~ 2..4 .4 f s, ----:-irt---~~ Ji ~ ,,__ ___ --:Y-----;---;,~' . ~ I e, 13> y ME..~J:> oF ~LtPE.l2--f'os,nol'--l -l ~ r ~ ~-V b + 1;, 'P1 -=-z_tU2-)-_ U to t~ \ · 4f05 l1 ~ A)n=-i-cot(~~)-I'\ j -? ... n. 'l. +2-~2.i t 'I,.., -~ ~ L D 7.--~~2. ' 'b *2-· s\ '2.S-2-0 -\ \ l '2-42...S l -'ZA--LS N .&'{E" : ~ ~LEG"T .c D ~E 1$. L, ~ o D f fl-E c..,T I () 1'f tZe:5, U 1.::1 ~ IN Co-r-.1>'8-rZ-VP---T\'VE:" f'--1oME.:"1.T.> I l2-, ~ ( l l-{ l DC: JAn.s. 5Tf2.--t f' DE~IL1N WtND 1.v -:: I O l \ '2.. :p> ~ ) -l?..o \.h; I \=°Lc.,0(2-L/ VE. L...:.iA.o -bOO (.b ~or:: LIVE Le,"o __ '.?~ IL lAIAL.'--w; · ~~'L.fl ,s-)(81. 1.s) ~ ,,~s lb ' /->-$'·(1"'•,-TE'l!L-~ =L=i::..:n:..=e:.......::5:.___ ______________ ___::D::..::S:'..!n~g;i_:r::__::..:H:::M:.::K~ ______ D_a_t_e_:_l l°-Ja.. J5 ' ----------------------------------------------------------------------· -- ~T=I=L~T_-~U~P~C~O~N~C~R=E~T=E~W~A=L=L~P~A~N=E=L~S~T~R=I~P~D=E~S_I~G=N----~~~·-1~ ------------------------------------------------------------------------ kOS DESCRIPTION>> >> ------------WALL DATA---------------------DESIGN DATA CLEAR WALL HT. = 12.5 ft f'c: CONCRETE = ':) .. ,, . ~-.---;-._, L .. v 1,-S.L PARAPET HEIGHT = ft Fy : REINF. = GDC,~O psi WALL THICKNESS = 6.5 in PHI : 0.90 REBAR SIZE # 5 SEISMIC ZONE = 4. REBAR SPACING = 12 in WALL: ZICp = 0.3 DEPTH TO STEEL = 2.875 in PARAPET: ZICp = CONCRETE WEIGHT = 150 pcf EFFECTIVE LENGTH = 12 in MAX DEFL. RATIO = 150 COMBINE LL & ST ? y "'-y/n MIN VERT STEEL = 0.0020 % INCLUDE PARAPET ? y y/n MIN HORIZ STEEL = 0.0012 % ??r.,r I ' Max. Vert. Spacing = 18.00 in % FIXITY@ BASE ---> I % Max. Horiz.Spacing = 18.00 in (Set to 0% for UBC methods) ---------LATERAL LOADS --------VERTICAL LOADS---------- WIND LOAD = 12 psf ROOF/FLOOR LOADS: POINT LATERAL LOAD = lbs •.••• DEAD LOAD = 888 lbs ••• HEIGHT FROM BASE = ft .••.• LIVE LOAD 600 lbs ••• l:Seismic,2:Wind ? 1 w/s ••.•• LOAD ECC. = 6.95 in UNIFORM LATERAL LOAD ADDL. DEAD LOAD = 1178 lbs PER FOOT WALL HT. = plf II LIVE LOAD = lbs ••• HT TO TOP OF LOAD= ft Note! These Vertical and Lateral ••• HT TO BOTTOM II II = 7 ft loads are applied over the ..• l:Seismic,2:Wind ? 1 w/s "effective length". CHOICE OF DESIGN METHOD --------------------- 1991 UBC 2614(i) . Exact, Non-Iterated Enter --> 0 . 1991 UBC 2614(i) . Iterated --> 1 ---------. ACI Method #1: Eq. 9-7 and iterate deflections --> 2 > 1 << II II #2: Eg;. 9-7 w/ deflection@ Mn --> 3 --------- Em2irical Method #1: Use Icr and iterate defl. --> 4 II II #2: Use Icr and defl. @ Mn --> 5 ---------DESIGN SUMMARY -----------------Seismic ---------Wind ---- Moment Capacity: Mn * Phi = 51,816 in-# 49,938 in# Anolied Moments: Mu @ Mid-Heiqht = 13,050 in-# 11,945 in# Mu @ Top of Wall = 8,640 in-# 11,797 in# Actual Axial Stress = 41 psi 41 Allow. Axial Stress = 0.04 f'c = 120 psi 120 Max. As %: 0.6 * RhoBal = 0.012 . vs . 0.0090 % 0.0090 % . Maximum Service Deflection = 0.033 in 0.025 in Heiqht/Service Deflection Ratio = 4,543 6,007 Maximum Bar Soacina For Parapet Mu = 18.00 in 18.00 in ----------------------------------------------------------------------------FACTORED LOAD ANALYSIS------Seismic -----Wind Basic Deflection w/o P-Delta = 0.04 in 0.03 in Basic Moment w/o P-Delta = 12,901 in-# 11,909 in-# Excess over Cracking Moment = in-# in-# Maximum Deflection w/Factored Loads = 0.04 in 0.03 in :-::-----:--::---:--------:-:-------'::----::------..:...C----___;:..:...:=-=.......-=.::..::...,_ ___ _ _ M_u_:_M_a_x_i_m_u_m_M_o~m_e~n~t..:......~@_;:_C~o=n~v~e=r~g~e=n~c~e:.___ __ =_-=1~3~,~0~5~0::__:1=·n~--#!!__ __ =l~f:945 in-# kOS kOG-,d@sOBkOS Line 1 Title : ASYMTEl. Line 2 Scope :TILT-UP WALL Line 3 Number: Line 4 Misc :LINE A 2-STRY JAMB Line 5 Dsngr :HMK Date: l 1-.:r .1-«.:'5 ----------------------------------------------------------------- TILT-UP CONCRETE WALL PANEL STRIP DESIGN ------------------------------------------------------------------------ ~k=O~S------------=-·~·~·~·~G~o~v~e=r~n=i~n3g1-..:.A=C~I=----=E=q~u=a~t~1~·o~n~~=--~9_-_2 _____ -_·_s:2- ------SERVICE LOAD ANALYSIS------Seismic --.:.. __ v.incl Basic Deflection w/o P-Delta = 0.03 in 0. O'..l _n Basic Moment w/o P-Delta 12, 053. in-# 10,360 in-# Excess over Cracking Moment = in-# in-# Maximum Deflection w/Service Loads = 0.03 in 0 .. 02 in Maximum Moment@ Convergence = 12,137 in-# 10;373 in-# ---------------------------LOAD SUMMARY-------------------------------· All factored load analysis is carried out twice for each ACI Equation: Eq. 9-2: 1.4D + 1.4L + 1.4E Eq. 9-3: 0.9D +/-1.4E Wall Weight = 81.2 esf Wl:Wall Wt * ZICp = 24.4 2sf W2:Parapet Wt* ZICp = Vertical Loads: Seismic Wind P-Axial = 2,666 ;elf Pu-Axial = 3,732 2,934 Elf P-Wall = 508 J2lf Pu-Wall = 711 533 J2lf --------------------- Total Service = 3,174 plf . Total Fact. = 4,443 3,468 J2lf ---------------------------ANALYSIS VALUES---------------------------- E :57,000*(f'c~.5) = 3.1E+06 psi S-gross = 84.5 in~3 n: 29,000/Ec = 9.29 Mer= S * Fr = 23,141 in-# Fr: 5 * (f'c~.5) = 273.9 psi Rho balanced =0.021380 Ht/ Thk Ratio = 23.1 Seismic ---Wind As(eff) = [ Pu:tot + (As*Fy) J / Fy = 0.384 in~2/ft 0.368 in~2 'a' = (As*Fy + Pu) /(.85*f'c*12) = 0.753 in 0.721 in 'c'= 'a' I .85 = 0.886 in. 0.848 in MOMENT OF INERTIA MODIFICATION FACTOR = 1.00 1.00 I-gross = I-cracked = I-effective (ACI) = Phi: Capacity Reduction Factor = 0.9 0.9 Mn= As(eff) * Fy * ( d -a/2 ) = 57,573 in-# 55,487 in-# kOS ' kOG~d@sOBkOS Line 1 Title :ASYMTEK0 Scope :TILT-UP WALL , Line 2 Line 3 · Number: Line 4 Misc :LINE A 2-STRY JAMB Line 5 Dsngr :HMK Date:ll-Jan-95 ------------------------------------------------------------------------TILT-UP CONCRETE WALL PANEL STRIP DESIGN Page ) 9 ------------------------------------------------------------------------_ L kOS DESCRIPTION>> >> ------------WALL DATA ---------------------DESIGN DATA CLEAR WALL HT. = 12.5 ft f'c CONCRETE = 3,000 psi PARAPET HEIGHT = ft Fy : REINF. = 60000 psi WALL THICKNESS = 6.5 in PHI 0.90 REBAR SIZE # 5 SEISMIC ZONE = 4 REBAR SPACING = 8 in WALL. : ZICp = 0.3 DEPTH TO STEEL = 4.3125 in PARAPET: ZICp = 0.8 CONCRETE WEIGHT = 150 pcf EFFECTIVE LENGTH = 36 in MAX DEFL. RATIO = 150 COMBINE LL & ST ? y y/n MIN VERT STEEL = 0.0020 % INCLUDE PARAPET ? y y/n MIN HORIZ STEEL = 0.0012 % Max. Vert. Spacing = 18.00 in % FIXITY@ BASE ---> % Max. Horiz.Spacing = 18.00 in (Set to 0% for UBC methods) ---------LATERAL LOADS ------------------VERTICAL LOADS---------- WIND LOAD = 12 psf ROOF/FLOOR LOADS: POINT LATERAL LOAD = lbs ..... DEAD LOAD = 8880 lbs •.. HEIGHT FROM BASE = ft ..... LIVE LOAD = 6000 lbs ... l:Seismic,2:Wind ? 1 w/s ..... LOAD ECC. = 6.95 in UNIFORM LATERAL LOAD ADDL. DEAD LOAD = 11780 lbs PER FOOT WALL HT. = 171 plf " LIVE LOAD = lbs ... HT TO TOP OF LOAD = 12.5 ft Note! These Vertical and Lateral ... HT TO BOTTOM II II = 7 ft loads are applied over the ... 1:Seismic,2:Wind ? 1 w/s "effective length". -----------------------CHOICE OF DESIGN METHOD --------------------- 1991 UBC 2614(i) : Exact, Non-Iterated Enter --> 1991 UBC 2614(i) : Iterated --> ACI Method #1: Eq. 9-7 and iterate deflections--> 11 11 #2: Eq. 9-7 w/ deflection@ Mn --> Empirical Method #1: Use Icr and iterate defl. --> 11 11 #2: Use Icr and defl. @ Mn --> ---------DESIGN SUMMARY-----------------Seismic Mn* Phi = 403,651 A Mu @ Mid-Hei ht = 115,5~6 Mu @ To of Wall = 86,402 Actual Axial Stress = 120 Allow. Axial Stress = 0.04 f'c = 120 Max. As %: 0.6 * RhoBal = 0.012 vs. 0.0090 Maximum Service Deflection = 0.289 Hei ht/Service Deflection Ratio = 520 Maximum Bar S acin For Para et Mu = 18.00 in 0 1 2 3 4 5 > 1 << Wind---- --------------------------------------~---------------------~~~+~i~~~~ ------FACTORED LOAD ANALYSIS------. --Seismic ----~ w· .. · ;~~~ Basic Deflection w/o P-Delta = 0.23 in ~ ·0~2~-·, ~ Basic Moment w/o P-Delta = 107,286 in-# 7-' 69. --~· Excess over Crackin Moment = 15,391 in-# 6''182 · · ·-;. Maximum Deflection w/Factored Loads = 0.27 in .29 Mu: Maximum Moment@ Convergence = 115,596 in-# 117,969 kOS kOG~d@sOBkOS Line 2 Line 1 --- Title :ASYMTEK Scope :TILT-UP WALL Line 3 Number: , Line 4 Misc :LINE A 2-STRY JAMB Line 5 Dsngr :HMK Date:11-C ~n-~ j ------------------------------------------------------------------------TILT-UP CONCRETE WALL PANEL STRIP DESIGN 2..0 ------------------------------------------------------------------------kOS ..•• Governing ACI Equation . 9-2 9-2 . ------SERVICE LOAD ANALYSIS --------Seismic --Wind Basic Deflection w/o P-Delta = 0.09 in 0.07 in Basic Moment w/o P-Delta = 109,585 in-# 103,416 in-# Excess over Cracking Moment = 15,020 in-# 11,331 in-# Maximum Deflection w/Service Loads = 0.29 in 0.24 in Maximum Moment @ Convergence = 114,483 in-# 103,416 in-# ---------------------------LOAD SUMMARY------------------------------- All factored load analysis is carried out twice for each ACI Equation: Eq. 9-2: 1.4D + l.4L + 1.4E Eq. 9-3: 0.9D +/-1.4E i' ,~ Wall Weight = 81.2 J2Sf Wl :Wall Wt * ZICJ2 = 24.4 psf W2:Parapet Wt* ZICp = 65.0 Vertical Loads: Seismic Wind P-Axial = 8,887 plf Pu-Axial =12,441 9,781 plf P-Wall = 508 2lf Pu-Wall = 711 533 plf --------------------- Total Service = 9,394 plf Total Fact. =13,152 10,314 plf ---------------------------ANALYSIS VALUES---------------------------- E :57,000*(f'c-.5) = 3.1E+06 psi S-gross = 253.5 in-3 n: 29,000/Ec = 9.29 Mer= S * Fr = 69,424 in-# Fr: 5 * (f'c-.5) = 273.9 psi Rho balanced =0.021380 Ht/ Thk Ratio = 23.1 Seismic ---Wind As(eff) = [ Pu:tot + (As*Fy) ] I Fy = 2.053 in-2/ft 1.911 in-2 'a' = (As*Fy + Pu) /(.85*f'c*12) = 1.342 in 1.249 in 'c'= 'a' I .85 = 1. 578 in 1.469 in MOMENT OF INERTIA MODIFICATION FACTOR = 1.00 1.00 I-gross = 823.9 in-4 823.9 in-4 I-cracked = 189.7 in-4· 181.5 in-4 I-effective (ACI) = in-4 in-4 Phi . Ca2acity Reduction Factor = 0.9 0.9 . Mn= As(eff) * Fy * ( d -a/2 ) = 448,502 in-# 422,812 in-# kOS ' 'Pp . L. -0-24-(1'2 r.f) cc u 8 t / )<.\O --UBo fl. e: 6~ + ~ ----4~ZG{ "2.--'2--- ,. ' kOG~d@sOBkOS Line 1 Title :ASYMTEK , Line 2 Line 3 Scope :TILT-UP WALL Number: Misc :LINE A i-sTRY JAMB Line 4 Line 5 Dsngr :HMK Date:ll-Jan-95 ------------------------------------------------------------------------ =T=I=L=T_-=U~P-=C=O~N=C~R=E=T=E~W~A=L=L-=-P~A~N~E_L_S_T_R_I_P_D_E_S_I_G_N _____ P_a~g~e ~~ ------------------------------------------------------------------------- kOS kOS DESCRIPTION>> >> ------------WALL DATA----------- CLEAR WALL HT. = 23 ft PARAPET HEIGHT = 4 ft WALL THICKNESS = 6.5 in REBAR SIZE # 5 ----------DESIGN f'c . CONCRETE . Fy . REINF. . PHI SEISMIC ZONE DATA = = = 3,000 psi 60000 psi 0.90 4 WALL . . REBAR SPACING = 6 in ZICp = 0.3 PARAPET . ZICp = . DEPTH TO STEEL = 4.3125 in 0.8 CONCRETE WEIGHT = 150 pcf EFFECTIVE LENGTH = 36 in MAX DEFL. RATIO = 150 COMBINE LL & ST ? y y/n MIN VERT STEEL = 0.0020 % INCLUDE PARAPET ? y y/n MIN HORIZ STEEL = 0.0012 % Max. Vert. Spacing = 18.00 in % FIXITY@ BASE ---> % Max. Horiz.Spacing = 18.00 in (Set to 0% for UBC methods) ---------LATERAL LOADS --------VERTICAL LOADS---------- WIND LOAD = 12 psf ROOF/FLOOR LOADS: POINT LATERAL LOAD = lbs ..... DEAD LOAD = 2880 lbs ... HEIGHT FROM BASE = ft ..... LIVE LOAD = lbs •.. 1:Seismic,2:Wind ? 1 w/s ..... LOAD ECC. = 4.625 in UNIFORM LATERAL LOAD ADDL. DEAD LOAD = lbs PER FOOT WALL HT. = 171 plf " LIVE LOAD = lbs ... HT TO TOP OF LOAD= 27 ft Note! These Vertical and Lateral •.. HT TO BOTTOM" "= 7 ft loads are applied over the •.. 1:Seismic,2:Wind ? 1 w/s "effective length". CHOICE OF DESIGN METHOD ·--------------------- 1991 UBC 2614(i) : Exact, Non-Iterated Enter --> 0 1991 UBC 2614(i) : Iterated --> 1 ACI Method #1: Eg. 9-7 and iterate deflections --> 2 > 1 << " " #2: Eq. 9-7 w/ deflection @ Mn --> 3 Empirical Method #1: Use Icr and iterate defl. --> 4 " " #2: Use Icr and defl.@ Mn --> 5 ---------DESIGN SUMMARY -----------------Seismic ---------Wind ---- Moment Capacity: Mn * Phi = 397,650 in-# 391,341 in# Applied Moments: Mu @ Mid-Heiqht = 248,827 in-# 42,284 in# Mu @ Top of Wall = 67,838 in-# 18,392 in# Actual Axial Stress = 28 psi 28 Allow. Axial Stress = 0.04 f'c = 120 psi 120 Max. As %: 0.6 * RhoBal = 0.012 . vs . 0.0120 % 0.0120 % . Maximum Service Deflection = 1.975 in 0.109 in Heiqht/Service Deflection Ratio = 140 NG1 2,541 Maximum Bar Spacing For Parapet Mu = 18.00 in 18.00 in ----------------------------------------------------------------------------FACTORED LOAD ANALYSIS--------Seismic -----Wind Basic Deflection w/o P-Delta = 2.64 in 0.13 in Basic Moment w/o P-Delta = 221,047 in-# 41,362 in- Excess over Cracking Moment = 59,801 in-# in- Maximum Deflection w/Factored Loads = 2.99 in 0.13 in Mu: Maximum Moment@ Convergence = 248,827 in-# 42,284 in-# kOG~d@sOBkOS Line 1 Title :ASYMTEK Line 2 Scope :TILT-UP WALL L ~ 3 1.ne Number: !1'·, Line 4 Line 5 Misc :LINE A 2-STRY JAMB Dsngr :HMK Date:ll-Jan-95 ------------------------------------------------------------------------TILT-UP CONCRETE WALL PANEL STRIP DESIGN 2-? ------------------------------------------------------------------------kOS .... Governing ACI Equation: 9-2 9-2 ------SERVICE LOAD ANALYSIS--------Seismic --Wind Basic Deflection w/o P-Delta = 0.47 in 0.11 in Basic Moment w/o P-Delta = 157,890 in-# 33,710 in-# Excess over Cracking Moment = 33,861 in-# in-# Maximum Deflection w/Service Loads = 1.97 in 0.11 in Maximum Moment@ Convergence = 171,008 in-# 34,428 in-# ---------------------------LOAD SUMMARY------------------------------- All factored load analysis is carried out twice for each ACI Equation: Eq. 9-2: 1.4D + 1.4L + 1.4E Eq. 9-3: 0.9D +/-1.4E Wall Weight = 81.2 psf Wl:Wall Wt * ZIC:e = 24.4 psf W2:Parapet Wt* ZICp = 65.0 Vertical Loads: Seismic Wind P-Axial = 960 plf Pu-Axial = 1,344 1,008 plf P-Wall = 1,259 plf Pu-Wall = 1,763 1,322 plf --------------------- Total Service = 2,219 .p.lf Total Fact. = 3,107 2,330 plf ---------------------------ANALYSIS VALUES---------------------------- E :57,000*(f'c-.5) = 3.1E+06 psi S-gross = 253.5 in-3 n: 29,000/Ec = 9.29 Mer= S * Fr = 69,424 in-# Fr: 5 * (f'c-.5) = 273.9 psi Rho balanced =0r021380 Ht/ Thk Ratio = 42.5 Seismic ---Wind As(eff) = [ Pu:tot + (As*Fy) ] / Fy = 'a' = (As*Fy + Pu) /(.85*f'c*12) = 1.317 in 1.292 in 'c'= 'a' / .85 = 1.550 in 1.520 in MOMENT OF INERTIA MODIFICATION FACTOR = 1.00 1.00 I-gross = I-cracked = I-effective (ACI) = Phi: Capacity Reduction Factor = 0.9 0.9 Mn= As(eff) * Fy * ( d -a/2) = 441,833 in-# 434,823 in-# kOS 2.~ , . (,, I 1'2 ,:5 r --- {?5-1S(?) , -;O Uy 12,S -1 _G,4:.. -Title :ASYMTEK Scope :TILT-UP WALL Number: Line 1 Line 2. Line 3 Line 4 Line 5 Misc :LINE A 2-STRY JAMB Dsngr :HMK Date:28-Dec-94 ------------------------------------------------------------------------TILT-UP CONCRETE WALL PANEL STRIP DESIGN Page?-5 ------------------------------------------------------------------------DESCRIPTION>> >> ------------WALL DATA---------------------DESIGN DATA ----------CLEAR WALL HT. = 12.5 ft f'c CONCRETE PARAPET HEIGHT = ft Fy . REINF. . WALL THICKNESS = 9. 25' in PHI REBAR SIZE # 5 SEISMIC ZONE REBAR SPACING = 12 in WALL . ZICp . DEPTH TO STEEL = 4.5 in PARAPET . ZICp . CONCRETE WEIGHT = 150 pcf EFFECTIVE LENGTH MAX DEFL. RATIO = 150 COMBINE LL & ST MIN VERT STEEL = 0.0020 % INCLUDE PARAPET MIN HORIZ STEEL = 0.0012 % Max. Vert. Spacing = 16.76 in % FIXITY~ BASE Max. Horiz.Spacing = 18.00 in (Set to 0% for ---------LATERAL LOADS------------------VERTICAL WIND LOAD = 12 psf ROOF/FLOOR LOADS: = 3,000 psi = 60000 psi 0.90 = 4 = 0 .. 3 = = 36 in ? y y/n ? y y/n ---> % UBC methods) LOADS---------- POINT LATERAL LOAD = lbs ..... DEAD LOAD = 8568 lbs ... HEIGHT FROM BASE = ft ..... LIVE LOAD = 8568 lbs ... 1:Seismic,2:Wind ? 1 w/s ..... LOAD ECC. = 6.16 in UNIFORM LATERAL LOAD ADDL. DEAD LOAD = 13283 lbs PER FOOT WALL HT. = 90 plf II LIVE LOAD = lbs ... HT TO TOP OF LOAD= 12.5 ft Note! These Vertical and Lateral ... HT TO BOTTOM 11 11 = ft loads are applied over the ... 1:Seismic,2:Wind ? 1 w/s "effective length". -----------------------CHOICE OF DESIGN METHOD ---------------------1991 UBC 2614(i) : Exact, Non~Iterated Enter --> o 1991 UBC 2614(i) : Iterated --> 1 ACI Method #1: Eq. 9-7 and iterate deflections--> 2 11 11 #2: Eq. 9-7 w/ deflection@ Mn --> 3 Empirical Method #1: Use Icr and iterate defl. --> 4 11 11 #2: Use Icr and defl. @ Mn --> 5 > 1 << ---------DESIGN SUMMARY-----------------Seismic---------Wind---- Moment Capacity: Mn * Phi Applied Moments: Mu @ Mid-Height Mu @ Top of Wall Actual AXial Stress Allow. AXial Stress= 0.04 f'c Max. As 9-,. 0. 0.6 * RhoBal = 0.012 Maximum Service Deflection Height/Service Deflection Ratio Maximum Bar Spacing For Parapet Mu ------FACTORED LOAD ANALYSIS------ Basic Deflection w/o P-Delta Basic Moment w/o P-Delta Excess over Cracking Moment Maximum Deflection w/Factored Loads Mu: Maximum Moment@ Convergence = = = = = vs. = = = -- = = = = = 360,335 in-# 330,934 in# 107,435 in-# 122,711 in# 73,890 in-# 122,711 in# 98 psi 98 120 psi 120 0.0057 % 0.0057 % 0.035 in 0.023 in 4,295 6,481 16.76 in 16.76 in Seismic -----Wind 0.03 in 0.03 in 105,974 in-# 122,711 in-# in-# in-# 0.03 in 0.03 in 107,435 in-# 122,711 in-# \, Title :ASYMTEK Scope :TILT-UP WALL Number: Misc :LINE A 2-STRY JAMB Line 1 Line 2 Line 3 Line 4 Line 5 Dsngr :HMK Date:28-Dec-94 TILT-UP CONCRETE WALL PANEL STRIP DESIGN .... Governing ACI Equation 9-2 9-2 ------SERVICE LOAD ANALYSIS ------Seismic ---Wind Basic Deflection w/o P-Delta = 0.03 in 0.02 in Basic Moment w/o P-Delta = 113,556 in-# 105,558 in-# Excess over Cracking Moment = in-# in-# Maximum Deflection w/Service Loads = 0.03 in 0.02 in Maximum Moment @ Convergence = 114,336 in-# 105,558 in-# ---------------------------LOAD SUMMARY------------------------------- All f.actored load analysis is carried out twice for each ACI Equation: Eq. 9-2: 1.4D + 1.4L + 1.4E Eq. 9-3: 0.9D +/-l.4E Wall Weight = 115.6 psf Wl:Wall Wt * ZICp = 34.7 psf W2:Parapet Wt* ZICp = Vertical Loads: Seismic Wind P-Axial = 10,140 plf Pu-Axial =14,196 11,289 plf P-Wall = 723 plf · Pu-Wall = 1,012 759 plf --------------------- Total Service = 10,862 plf Total Fact. =15,207 12,048 plf ---------------------------ANALYSIS VALUES---------------------------- E :57,000*(f'cA.5) = 3.1E+06 psi S-gross = 513.4 inA3 n: 29,000/Ec = 9.29 Mer= s * Fr = 140,594 in-# Fr: 5 * (f'cA.5) = 273.9 psi Rho balanced =0.021380 Ht/ Thk Ratio = 16.2 Seismic ---Wind As(eff) = [ Pu:tot + (As*Fy) ] / Fy = 1.690 inA2/ft 1.532 inA2 I a I = (As*Fy + Pu) /(.85*f'c*12) = 1.105 in 1.002 in 'c'= I a I I .85 = 1.300 in 1.178 in MOMENT OF INERTIA MODIFICATION FACTOR = 1.00 1.00 I-gross = 2374.4 inA4 2374.4 inA4 I-cracked = 187.2 in"4 176.7 in"4 I-effective (ACI) = in"4 in"4 Phi . Capacity Reduction Factor . = 0.9 0.9 Mn= As(eff) * Fy * ( d -a/2 ) = 400,372 in-# 367,704 in-# TV! 2--~ s--(A~-;. t6-i-,~~> /J A 5 r ~ '-( No,c: TH-r> I> t---tar Tttc:::e.c t'f'-C.. M~12e l.oN4.(T. ' e.c:_ f t--l F . M_,,_ ,, </J}. > J;)' J ( I -'~J ~~7 ) --/ 123<>~ f _t;> S-0,9::,:J' V tA, '2-'6? I (_(-) --l(:;J8b lb f_ cp Ve---:. ½_ ~ 'tS ~) (_ t-J I '?J(() ~c;; ( b ~ } s )( ½) -;: ~2--0 <,,? o !i::> VIA < k f \Jc.--.', N_" S.ttt/'L Ak1N.r-. ~ . ..__ (~_Jtc..Q_k..-ID Yl/2,l o ,-j PUE. JO E:::L!._e NT t2-l c.._ ~ ~ ~ . \ i6o ( c;, · B }~) (1~)--==-1-3? 52-'b ,~ -1~ L In rrH-tL~ To \2-(hJ E -::. t (, c;;-R ~ )Z L') -=-t 85 (f ~ 1 Jo 0 ~ ( f,, 15 ~z-'( +'2.) -;:_ 1b ~(A 1 ·~ _ )J. f-6 3 6 +-/ '.f 7 S2-f> , ', -11,. ,:a ioR~loNA.<-fe l l'lF. Nor-~ . e ~b,/c'ttp ?~. L. ~ ¥ \~(o) (_t) -_ i \ ~ 8 \~ t ~xlSo{$)(~ = b,~_,~Y ft ' L • --? l b 6 1"==1 '°rt>Dtn~L WlN_(:::>. LcJ~t> ~ ~ (12.-) -:::-::,-2-I~/ ) ~~V?. L~:: qo ~ ~ (SQ)~~ / 24,S ' ' \. Line Line Line Line ·Line 1 2 3 4 5 Title :ASYMTEK Scope :TILT-UP WALL Number: Misc :LINE E 1-STRY JAMB Dsngr :HMK Date:03-Jan-95 TILT-UP CONCRETE WALL PANEL STRIP DESIGN Page LJ DESCRIPTION>> >> ------------WALL CLEAR WALL HT. PARAPET HEIGHT WALL THICKNESS REBAR SIZE DATA----------- REBAR SPACING DEl?TH TO STEEL CONCRETE WEIGHT MAX DEFL. RATIO MIN VERT STEEL MIN HORIZ STEEL Max. Vert. Spacing Max. Horiz.Spacing = 24.5 ft = 2. 5 ft = 9.25 in # 5 = 8 in = 4.5 in = 150 pcf = 150 = 0.0020 % = 0.0012 % = 16.76 in = 18.00 in ---------LATERAL LOADS ----------WIND LOAD = 12 psf PO-TN-T LATERAL LOAD = lbs ... HEIGHT FROM BASE = ft ... 1:Seismic,2:Wind ? 1 w/s UNIFORM LATERAL LOAD PER FOOT WALL HT. = 90 plf ... HT TO TOP OF LOAD = 27 ft ... HT TO BOTTOM fl II = ft ... 1:Seismic,2:Wind ? 1 w/s ----------DESIGN DATA f'c: CONCRETE = Fy : REINF. = PHI : SEISMIC ZONE = WALL: ZICp = PARAPET: ZICp = EFFECTIVE LENGTH = COMBINE LL & ST INCLUDE PARAPET ? N ? y ---> 3,000 psi 60000 psi 0.90 4 0.3 0.8 36 in y/n y/n % % FIXITY@ BASE (Set to 0% for --------VERTICAL ROOF/FLOOR LOADS: UBC methods) LOADS---------- .... _ ._DEAD LOAD = 6637 lbs ..... LIVE LOAD = 3168 lbs ..... LOAD ECC. = 6.16 in ADDL. DEAD LOAD = lbs 11 LIVE LOAD = lbs Note! These Vertical and Lateral loads are applied over the 11 effective length11 • -----------------------CHOICE OF DESIGN METHOD --------------------- 0 1991 UBC 2614(i) : Exact, Non-Iterated Enter --> 1991 UBC 2614(i) : Iterated --> ACI Method #1: Eq. 9-7 and iterate deflections--> 1 ---------2 > 1 << fl 11 #2: Eq. 9-7 w/ deflection@ Mn --> 3 ---------Empirical Method #1: Use Icr and iterate defl. --> 4 . fl 11 #2: Use Icr and defl. @ Mn --> 5 ---------DESIGN SUMMARY-----------------Seismic ---------Wind---- Moment Capacity: Mn* Phi Applied Moments: Mu @ Mid-Height Mu @ Top of Wall Actual Axial Stress Allow. Axial Stress= 0.04 f'c Max. As %: 0.6 * RhoBal = 0.012 Maximum Service Deflection Height/Service Deflection Ratio Maximum Bar Spacing For Parapet Mu ------FACTORED LOAD ANALYSIS------ Basic Deflection w/o P-Delta Basic Moment w/o P-Delta Excess over Cracking Moment Maximum Deflection w/Factored Loads Mu: Maximum Moment@ Convergence = = = = = vs. = = = -- = = = = = 356,455 in-# 343,751 in# 345,183 in-# 65,444 in# 76,531 in-# 44,649 in# 35 psi 35 120 psi 120 0.0086 % 0.0086 % 1. 841 in 0.069 in 160 4,239 16.76 in 16.76 in Seismic -----Wind 2.26 in 0.08 in 263,960 in-# 64,495 in-# 68 ,·197 in-# in-# 4.96 in 0.08 in 345,183 in-# 65,444 in-# Title :ASYMTEK Scope :TILT-UP WALL Number: Misc :LINE E 1-STRY JAMB Line 1 Line 2 Line 3 Line 4 Line 5 Dsngr :HMK Date:03-Jan-95 TILT-UP CONCRETE WALL PANEL STRIP DESIGN .•.. Governing ACI Equation 9-2 9-2 ------SERVICE LOAD ANALYSIS ------Seismic ---Wind Basic Deflection w/o P-Delta = 0.23 in 0.07 in Basic Moment w/o P-Delta = 188,543 in-# 55,187 in-# Excess over Cracking Moment = 23,158 in-# in-# Maximum Deflection w/Service Loads = 1.84 in 0.07 in Maximum Moment @ Convergence = 210,068 in-# 55,925 in-# ---------------------------LOAD SUMMARY------------------------------- All factored load analysis is carried.out twice for each ACI Equation: Eq. 9-2: 1.4D + 1.4L + 1.4E Eq. 9-3: 0.9D +/-1.4E Wall Weight = 115.6 psf Wl:Wall Wt * ZICp = 34.7 psf W2:Parapet Wt* ZICp = 92.5 Vertical Loads: Seismic Wind P-Axial = 2,212 plf Pu-Axial = 3,097 2,323 plf P-Wall = 1,705 plf Pu-Wall = 2,388 1,791 plf --------------------- Total Service = 3,918 plf Total Fact. = 5,485 4,114 plf -----------~---------------ANALYSIS VALUES---------------------------- E :57,000*(f'cA.5) = .3.1E+06 psi S-gross = 513.4 inA3 n: 29,000/Ec = 9.29 Mer= s * Fr = 140,594 in-# · Fr: 5 * (f'cA.5) = 273.9 psi Rho balanced =0.021380 Ht/ Thk Ratio = 31.8 Seismic ---Wind As(eff) = [ Pu:tot + (As*Fy) ] I Fy = 1.669 inA2/ft 1. 601 inA2 , a, = (As*Fy + Pu) /(.85*f'c*12) = 1.091 in 1.046 in 'c'= , a, I .85 = 1.284 in 1. 231 in MOMENT OF INERTIA MODIFICATION FACTOR = 1.00 1.00 I-gross = 2374.4 inA4 2374.4 inA4 I-cracked = 185.8 inA4 181.3 inA4 I-effective (ACI) = inA4 inA4 Phi . Capacity Reduction Factor . = 0.9 0.9 Mn= As(eff) * Fy * ( d -a/2 ) = 396,062 in-# 381,946 in-# p .P,L,-;: e-.. ~-r~ --4,G.i-~·, ? -v 24- w ")4 4 .D~ .p. ~ Gxo Vee,.t-vl 7 St1$,.-;..t-' I . ~I . ~ ,t:, t,.l)ICD 4t.l~, ~ "-'2.4-,4{1'2--i),_ 22.t>? ltv "-IN.b C. (ro-t ",, +I' .s) c,i) __ , ri-e iy kOG~a@s0Bk0S Line 1 Line 2 Title : ASYMTEK 'b Scope :TILT-UP WALL Line 3 Number: C, Line 4 Misc :LINE~ 1-STRY JAMB Line 5 Dsngr :HMK Date:ll-Jan-95 ------------------------------------------------------------------------ _T_I_L_T_-~U~P-'C~O~N~C~R_E_T_E_W~A_L_L_P_A_N_E_L_S_T_R_I_P_D_E_S_I_G_N _____ P_a~g_e ~~ ------------------------------------------------------------------------kOS DESCRIPTION >> >> ------------WALL DATA ---------------------DESIGN DATA CLEAR WALL HT. = 23.5 ft 3,000 psi f'c . CONCRETE = . PARAPET HEIGHT = 3 ft 60000 psi Fy . REINF. = . WALL THICKNESS = 6.5 in 0.90 PHI . . REBAR SIZE # 5 SEISMIC ZONE = 4 REBAR SPACING = 6 in WALL . ZICp . = 0.3 DEPTH TO STEEL = 4.3125 in 0.8 PARAPET . ZICp = . CONCRETE WEIGHT = 150 pcf EFFECTIVE LENGTH = 54 in MAX DEFL. RATIO = 150 COMBINE LL & ST ? y y/n MIN VERT STEEL = 0.0020 % INCLUDE PARAPET ? y y/n MIN HORIZ STEEL = 0.0012 % 18.00 in Max. Vert. Spacing = % FIXITY@ BASE ---> % 18.00 in Max. Horiz.Spacing = (Set to 0% f UBC methods) ---------LATERAL LOADS --------VERTICAL ----------LOADS---------- 12 psf WIND LOAD = ROOF/FLOOR LOADS: lbs POINT LATERAL LOAD = ..... DEAD LOAD = 888 lbs ft ... HEIGHT FROM BASE = ••••• LIVE LOAD = 600 lbs 1 w/s ... 1:Seismic,2:Wind ? ••••• LOAD ECC. = 4.625 in UNIFORM LATERAL LOAD ADDL. DEAD LOAD = 1178 lbs PER FOOT WALL HT. = 220 plf " LIVE LOAD = lbs ... HT TO TOP OF LOAD= 27 ft Note! These Vertical and Lateral ... HT TO BOTTOM" "= 10.5 ft loads are applied over the ... 1:Seismic,2:Wind ? 1 w/s "effective length". -----------------------CHOICE OF DESIGN METHOD --------------------- 1991 UBC 2614(i) : Exact, Non-Iterated· Enter --> 0 1991 UBC 2614(i) : Iterated --> 1 --------- ACI Method #1: Eq. 9-7 and iterate deflections --> 2 > 1 << " " #2: Eg. 9-7 w/ deflection@ Mn --> 3 --------- Empirical Method #1: Use Icr and iterate defl. --> 4 11 11 #2: Use Icr and def 1. @ Mn --> 5 ---------DESIGN SUMMARY -----------------Seismic ---------Wind ---- Moment Capacity: Mn * Phi = 589,174 in-# 581,863 in# Applied Moments: Mu @ Mid-Heiqht = 290,220 in-# 60,218 in# Mu @ Top of Wall = 50,501 in-# 11,568 in# Actual Axial Stress = 23 psi 23 Allow. Axial Stress = 0.04 f'c = 120 psi 120 Max. As %: 0.6 * RhoBal = 0.012 . vs . 0.0120 % 0.0120 % . Maximum Service Deflection = 1.433 in 0.103 in Height/Service Deflection Ratio = 197 2,741 Maximum Bar Spacing For Parapet Mu = 18.00 in 18.00 in ----------------------------------------------------------------------------FACTORED LOAD ANALYSIS--------Seismic -----Wind Basic Deflection w/o P-Delta = 2.01 in 0.13 in Basic Moment w/o P-Delta = 265,262 in-# 59,100 in-# Excess over Cracking Moment = 41,352 in-# in-# Maximum Deflection w/Factored Loads = 2.25 in 0.13 in Mu: Maximum Moment@ Convergence = 290,220 in-# 60,218 in-# kOS kOG~d@sOBkOS Line 1 Title :ASYMTEK Line 2 Scope :TILT-UP WALL ~ Line 3 Number: Line 4 Misc :LINE A 1-STRY JAMB Line 5 Dsngr :HMK Date:11-Jan-, TILT~UP CONCRETE WALL PANEL STRIP DESIGN kOS ••.. Governing ACI Equation . 9-2 9-2 . ------SERVICE LOAD ANALYSIS --------Seismic --Wind Basic Deflection w/o P-Delta = 0.39 in 0.10 in Basic Moment w/o P-Delta = 191,027 in-# 46,723 in-# Excess over Cracking Moment = 21,827 in-# in-# Maximum Deflection w/Service Loads = 1.43 in 0.10 in Maximum Moment @ Convergence = 202,359 in-# 47,551 in-# ---------------------------LOAD SUMMARY------------------------------- All factored load analysis is carried out twice for each ACI Equation: Eq. 9-2: 1.4D + l.4L + l.4E Eq. 9-3: 0.9D +/-1.4E -~ Wall Weight = 81.2 J2Sf Wl:Wall Wt * ZICJ2 = 24.4 psf W2:Parapet Wt* ZICp = 65.0 Vertical Loads: Seismic Wind P-Axial = 592 plf Pu-Axial = 829 652 J2lf P-Wall = 1,198 plf Pu-Wall = 1,678 1,258 J21f --------------------- Total Service = 1,791 plf Total Fact. = 2,507 1,910 plf ---------------------------ANALYSIS VALUES---------------------------- E :57,000*(f'c~.5) = 3.1E+06 psi S-gross = 380.3 in~3 n: 29,000/Ec = 9.29 Mer= S * Fr = 104,136 in-# Fr: 5 * (f'c~.5) = 273.9 psi Rho balanced =0.021380 Ht/ Thk Ratio = 43.4 Seismic ---Wind As(eff) = [ Pu:tot + (As*Fy) ] / Fy = 'a' = (As*Fy + Pu) /(.85*f'c*12) = 1.298 in 1.278 in 'c'= 'a' / .85 = 1.527 in 1.504 in MOMENT OF INERTIA MODIFICATION FACTOR = 1.00 1.00 I-gross = I-cracked = I-effective (ACI) = Phi : Capacity Reduction Factor = 0.9 0.9 Mn= As(eff) * Fy * ( d -a/2) = 654,637 in-# 646,514 in-# kOS < ;> -')>"'""-7' -¥---I'-31-lt: "L 1tot:' /Jll (I; ::: ~ t ~ (~ JJ-) .3 >..£7 f:.. Io 2--:: ? 1 ~JJ 0.1. 8 /214; ~ :: mt = 3~2~ bd-z.,, 1./.JJ~'v .. m-:.JQ = .t5":7 ~~-;;~ 3 • '.(?4o ~ . ~ X l,!3z_-'v , D0/1;:;, ~ · ·. As-== d.0~3µ 7J ~ /J'lviv CT'~L---- 5' C#--/QS" j/J/1, ,P6fvl}??Lu.,,..__. flw:: 3 :, .r; .!: ,37w l I/B.17x "ff $f#.4-B #t-v J~~J:i ~3Y.1.: 43.~/ft{,,- d-:.4,J15 /111.~ ~ou_ . f/1,~ ~-,; 13,$'j sxJs_ (! to _ ~ , 'c)(J "'k1 X /,l~ Vtv :. I.?:.. 7 i ~ (/ c.. -; -5; ,?, 5'~ ~1. -,oJOt; C!l {i (fC W~id) ~ _ l'Z,~_4'¥~<,. ~if 'fa f;(Jr1$ t. (,.?SI/ ~"'~t~~.-~lf..l&ef,?fBA~ ",~ ~d a& -v/E;,,O .::!Lt/z,'I-J~.-1Z-f?:; 2-11 6/J,if)l~-a I• 0-: 16 0 1_0_ ~ It,' (I 0 0 -· "' • . -- m-=/~Ya-4:~ f =tif"f~ JI, 8 -.-, Q °' 0 •1 - 1'6t 6-#~ :a.t-6 -~6' c'1. fl.re,~ • I M1;J tv,ft!A--_ fle,~ /llfrl:1't-~ , 'DOZ,'X, tf,<>'¥/ 1/-' • 1/t;:.,y; .;t.,q;. = , oo IZ-J 'j,s''/ 11,, =: 13--z_:. y; (I;) ~ *5'&!~ _dvt-Z-"f~1j , . ~ 2-#3 e.,, /vl/1).s. (lQ -it4cl~ ·blv z_-':ff3 e. Jf/a.s · /~_So/i:, = Jo:,q. I~ JU.41.Jl/~-= Z X 1£xpxC X ft Z.. IZi:sM!t 24-t)-z., ~ t; 5;z+~ i-t &1, +11.- ~ fj.~t,2-1; sr >'Jir '· It I ()7 J\11,::: gcJ G"&'µ ~=-, 6S{j4..18/) s!L97 r · v.,f =. '5. f7 r 546'm-t_ Oo-Jt5;,,~ " -?fl1J,f ~ ~.ef/5 ,2-~;i"· CM~-1Jo,-JE(13ot-7 Sfl/c~:: f{,7/{ :: J.1?#--/ /3,:JvT.s C/L /313'/Z ~.5 :;:' 8 )'f'[;;t 'n,'· ~ ';tft.t/1,,'!) s 3.4 11 c/J, ~,11z 0£ elJ1l- , 5" 'f; ~ IZ If ~ IJJS.trt; ~~~l(r;&Ll' -Q/K-<4L-oflj@J d /1,M,fvJ.L zroo/; ~ ('3~i) IO I {307) ('rn..-J m /ti~)><5 'x o_'--/; /07'1--(k¾,s zo714 111(x 1): lfi l'J~ of(), := I P.3 'J-3 't-5>< 8 i + ~A--, 1'%,, t 3 J 2? I 1 ~ ' . . . J f., :: (&~:3 ~ ~Id,' \ TM t/3tf1$'i?!fZl/ff;g ?<Jr.J tv c: a;ur-J ,t;1 = 'I II /YI.= 11Z-S t::::,? lffi~~ /Ii=-J72-,5lll/; d = fi -t 3+3 ~ ~ !8 v J ~ (L<:. 3us,: 01.,,,5<J?o{i~t1-3tt:/;) ~ ~ Line 1 Line 2 Line 3 Line 4 Line 5 Title Scope Number: Misc Dsngr: Date: 10-Jan-95 . . . . ------------------------------------------------------------------------AISC BASE PLATE DESIGN Page 3,·0 -------------------------------------------·---------------------------0 DESCRIPTION/S >> >> -----DESIGN DATA-------- AXIAL LOAD k X-X AXIS MOMENT ft--k AISC SECTION NAME ---->> TENSION_CAPACITY/BOLT k # BOLTS PER SIDE BOLT AREA in •.. DIST. FROM PL EDGE in BASEPLATE HEIGHT in II WIDTH in SUPPORT PIER HEIGHT in. II II WIDTH in f'c psi Fy ksi LOAD DURATION FACTOR AISC SECTION DEPTH in ..... FLANGE WIDTH in ..... FLANGE THICKNESS in ..... WEB THICKNESS in ------PLATE DESIGN------ MIN. REQ'D THICKNE~S in Plate Anaiysis Type # Anchor Bolt Tension k (per bolt) Actual Bearing psi Allowable: Per ACI 10.15 Per AISC 1.5.5 Max. Plate Capacity for Allowable Bearing k ----------------------------------.--.------1 3.285 1.642 3.285 1.642 9.725 9.725 9.725 9.725 TS8x8x5/iTS8x8x5/1TS8x8x5/1TS8x8x5/1 None 8.8 2 0.44 2 18 i2 24 16 2,000 36 1. 33 8.00 8~000 0.313 0.313 0.69 1· 3.47 341 8.8 2 0.44 2 18 12 24 16 2,000 36 1.33 8.00 8.000 0.313 0.313 0.67 1 3.88 340 6.1 2 0.31 2 18 12 24 16 2,000 36 1.33 8.00 8.000 0.313 0.313 0.70 1 3.39 386 6.1 2 0.31 2 18 12 24 16 2,000 36 1.33 8.00 8.000 0.313 0.313 0.69 1 3.81 386 1586.666 1586.666 1586.666 1586.666 1241.333 1241.333 1241.333 1241.333 268.1 268.1 268.1 268.1 3,000 36 1.00 -----PLATE ANALYSIS---->>> Use If Actual Thickness Varies From Min. -- ACTUAL.PLATE THICKNESS in 0.75 0.75 0.75 0.75 Max Allow Plate Fb Actual fb ksi ksi 35.91 30.31 35.91 28.95 35.91 31. 72 35.91 30.01 ••• (Z. =. 1. s 5'6 k:.. + ;::r.~ 7ivf. :Z4x 5 1 x b / rtr :s IS. 8~ t:. e. ~ ~~ ot,t-IA :: t.1 e,. i; 2~ 16, 8'5c; -~ Z, 5S ~ 5¥ 2.ttC . L It ' I fill-( 7 v f'd>l, e.. /µ JU,p { . . f.t =1o3,6 e.,= c.Bt;, h-:.¢.C/ CL 01'. '1 1x 5 1 orm; 37,17? p:: /.tf~f"/; (2. -= ZD,;3 c; t.--=-(,8 (. h.s //i -z__ ti-:, 7-x ZP:}~ ~ ?, o 3 1x f/i"Z,, ... 12 - i 1-r1;f-pt ¼x 4i;><1S n ~0$_1~ ~~ \ / f'tt,._, r.f,ifYV • • . . t • 1'µ[_ ~~,-~ t::'/d~ /,~ tZ~>3 !.~ L-~8 A.: 4.1~1 {} s /,171'1; TM ~x~ J!,~20.~$~ ~ /vB31 A= J.4j $ i: l176rz1; ~ /}/,Iv ;j;> (1i .r I OO<r.b h--e ,4q ,x,t::Ls t'.z~ .. • -- ltil Z4 4 .. / f:-rlf( (~// 41/.. & -'t; ~ /(1(3 ~ # X v sq !)/.d5JtZu .. , : a:s/~ j f /1 M~l,J <!=fYt.d~. (,),66c;i 11sq>·t/tt1 IV/ 7~#6~wb 5'-i/jcp t!-if1' ~1?- 2 -_Q, 4, r -_ l,o c. ~ 2,7s; 12w ::: (.,, W -:::: '3&14-, .D. L. l-! IND l=x \?-& . C,(l,, ::. , fo 7- C..,t --j. :3 / C:1s =-l·'L , 0:, r -1, o Q. -~ 7ofl.,I{ ~ 12£,A. 7o (71fH. • Coo 1-) , '1-2... =-IO, 2.. P>,t ~ \ \ p~ f- ::.. \ L t> P-1-.L f-> ~ i?ooF 5G1t,, D, ~, ~ 2?2-S) cp (19 psf) + t_ +'2-:s )(&;~, ~0)( '"'") o,,.. IS: 2.c) \ "Zs' -+ · 9+~ 0sQ) ( 1 t) ( '?.4-2-) 7 J·r 1ro ~s IL \. p A~ \)'£T l <l.) \"lo (2..c o To Ca-1.f'e_r,.t c,..PCT 1Z-f-0-cJ Y2-o'P EN l N. l-; t,. T=TAL V-=. 2::..\ (_ 215 g \l.. ~ 7_<2, ~ I 'P· --y-\;\J x_ - ~ '-V w (.,__ /u r-(~) A.:U·u) V ( 'P!:.F) ~j:: - '2-4·::::..-'¥1; 2..--194-°-4-s-S-z.oe 1--3 2&~ 8 . .9 F-/...uot, I '2 .;-1'2..":t, 7 1~'1/.2,:5 ~ ·\1-o. 2 3-2-B :J ;:;., ,? J~??! ~~S-p-;;..-S rZoot~ g~/h. D.i., -::: l'B,'~ ?<-o/ (-lfr>9 -t ~~ (t~0 ) 0¥-t:2-.s)(_'?;,c_,~) I~ -= b 9 e12.1- .kJ lbhb : -tt..-\e. . ~~ ( t.-w) Q 2-S>fo(V.{ br'L,e.P.. \ e..o~p. ) -::. (_12-+2-·s) (~:7-~) (__le;.z_) ~ \ 4-1 j kl'- l '2- p -::.. . I ~sf( \4--t.-,) --110 2-'B \.,s cio-B JL-5' f:( s.' C1 oV e:<2-N;, (N0) T· 1>-s • --0L+'-·~)l+~ )(l ~o)-;: Is~+ -L~,... '? -==-12-.p ~ ..t ( I ~ 1 ; + le L ) --I ~ 9 2 3 \ b < Z.O .§ ·"-. . I ~ !;; l c... 6 ove,Z,N_.s 1r A--, --t2,L---S ( -~ <-1-) --I ,9 ~s .C<l 1... 'f -:. \12 (__ I '5) 5 ~) --Z. ~ 51.-0 fl,E ~ '. 'rfli~ . p, .. .rze:t,... ~-s .=: keo (2~ t-'l ,5) ~ 2.(:;...55 -R'.l- ~-:. 12-C 2.G::::5)-----3,1 8&.<::. /1.. '-..._ \U}1rL-5.tts. (10v. mg , f",!lc.:.,.. l£ · W ) -:... }-:& ( Z--±S° +z. <5) .:;._ If 5 l _(-\ 'L ,._. c; f;l.>, C-, i) V-d-,N;;, GH~(:~ DIA-F\-\tp.~ M ;, ~ ~~ . 2 -?roex' ~ ~ F Lc;,c..,{2.. ~ t>b \_ 12..,..t..-S~) l9;: L,,$. )I._ ~o) -= I 2-- 1s-43s;3 \l, +~ 1_ es-) V ~ . , l ~ ?:, ( 4--3, I ~~ J ) ..__ ~ c, '!;, o_ ~ss-(. -=t J??.3. ~). --4.-7 4h~ . c:\--5"' l 9-~~~o) ";. °?SSb + V (,t,.s.r) l I~ \. 5 l ~ 2 ( ~ 15 )( ~ _:.:? '><-1 ~ o) r I C::>2{_ ~ )( :fr'.!§ ·,d,5:o) -_ 2... 24 £L- ' i,.. I '2-- ! '=, 2 ( 11,2-5 ) 050) ( ". £' + 'f, 2-~) -p ...91 Jc_ ' 2-( 2-- V -;. , (~J, ( 61~) --W~ Jc- ~ V lPs.. e:-) ~r-, £;-?(11~.) ~ bZ.2.--Z.."f F~i2-, 4-~ (\1)) -:. 9). i 2-, i t-':t-,4-c· ------------·, i._il>IM~i.,..c,,-. _ ~'1:J-:,2.. t-f:l-+.,--: (~+is) ~ X ~,) (oi(7,)(-l$l)J-:--z:ro~ <JI?} ~Ll"'-\-EA, lLSE-1~.z_'' STVJCT w/\o J_ /"'I ~ y ., ,,jl' ''It ,//~ ~ • N, / "1 Er!'--.\, J3 L-+:: 1 D P f A'f'H-/2.,A(, n _,, __ ;- ~ f.a;r-~ f':24r.$:4-2,5.)( ~--x~c;J) Y-\.~p\ -_ 2../9,· ~ le- \ 7.-I.,__ V --, \ ~? 'l__ 2..l '.7, !> ) --4 o, \ K ~) \J _ Z. L psl. ~ ecoi= :: t~ V --. I i ~ (,z.,u ,J) ~ 4-o .. . J U~e L¾z 1'T(wc 1. W/ 'SJ /;;) 4-" 8>,N, ,) ~" E,.N I "P.:,Lt:..', D /~~"1-~c._l M \, u<:,S 1~'2-$retie.. T LJ / \ o o\. C;) 2.·~·· Bt...1:t--'1:> ·-· ~~-~~~ ...... _ .... \..~ .. _ .. _.._ _____ .... ..,., _______________ ------------------·------·· . fflcaio I-4' -= 3C?I(. %-_; /4.46~ -t .~ (i~x Lf6x ~~ ~. . _9, 4~ . 23, 71£-. -+-48' ~ 4f31t~ tv/ /rttJY, J,~ !j~ c:;/~f z., {362~ + .:;(lea t½ = J~ 1tJ1x + .t-4-x~ -;: 3zott t1 = ~ / . ~!Jlx -i-/18.4-x := /47-zo u : ·X ~ f;O.$' /!~ (j/11,e-t:....,-= (j-?t--f .~17'/./~ ),x 401 c:1--K-7/6 ..; Z3, 511L--_ .: 8t 17 /J'l;fli f;: I( ttl?cT Wct..0 C IL s~ f3 (} 1,q fl -a: C.tr-J6 1/ z/ 4/~ (3¢'~ t-+, 3 (/tj 0½ = /Zo~ 1t/-x-1-:t.4'x. 'ti = 3'~ 6 ~ -10 1 t8/x 1-z4x s Jzco X= /5:cC'' 1::./6 1 18/">t-+43.z.,'K:§'J.c--o x.:rZ>".7' <1 = 2.t:., t, -1:-6~4x~ 8Jzo x;;; 341 ~::3Z"' L1 + 7d.8,>c :,oz4;o ·'y.=3?.7 1 ~ =4-o" t, 'I. f'~X .:IZ6vo )(....::: 461 ta =8' x ::-/~ 1 zp lZO>t !fa: 400'1¥; /"6it. 14/o .. <.X-ra e,,fcd.Jj111 .x = Z.3.4 1 ==1 Jzoy, ~A-~ 4J1:;y; /'dk.-3z/o .. c, XTi6'-s e... 3"/~ X s j'Z, 2./ -'?'~ 7~)i-(3M' bc(ltD rJ; 8 /f1 tR-, Sf,;;> f_.:: ?lJ~5'.Sy.(C. 1S-t_18.is) rz.."-:: $& ~~ [~:/;:)t./:XJt.'3x, ~s j Y + tZB30Lf-r-_'l.--~ ~x /f!,,,ZS ~ z_oo~ rvi,~ G't, S:5 + 2$.?_5' )ft4.s )<.·J~I ? ~ 35,z)f ~ ~ti( . t µJ~~'S_ ·)i,,, t .:: j~Z,, )( 8 I= 2b1~Jt ;,< tjl:;; 3Z5~ ~ OW-Pftf. 35 c'~~ PJvfh.,,::J ~ (3C~s-1D Z4-IBd-e, 8 16/H,$ c~ fJ1;tJ L~s/1l1APl4/i:JPA,M ~CfrL.,,, Pt,1w<ZO ~A~ 1~s U/<>+-ID') {'p;c, /YfTtt-t...i 36-~od on.-l6ds,,-;~ j {'31S6"A) ~ :: 3C2,Y,l9{-; /8/D~.;.. tit-= JA' /MJt./ /0' ~ Ci,£-JZ$J10 :: 3U~ xz.":: C5"z.3/m,vJ11, 3_x f at;:;uJ-L--, 7ll1 i~ '5z-.,,vitJs" & t4---= <::'PJd.JJ~6:t87~ -== Z.>< to/~d--s ~ t,4-~ 400 x /33 -s 5"2z,~~ LfJl7c i /Jtc"ta,SJIJe /JuJr~) £I£-/J11,J Cd(:j, .A/~ 'iiTvt1-s--3ZSf/!;38 7-2/ .r t I l,'14>-5 zsjl ?'; !,,, Y Z,, I ; /4I u:,;(; ;/?IL u~ frJ: ~ J x 14 / rn 1 "rv Lo-rJ z:, if¥ ~w~ 6Jt., /,-1:Ja,S" e,. ,Z,f //1) ,_( I 1/,14 XI ~tt--t( ~ ~s. :#/0 -:Jz>1/;4JXt.JJ 't-t.-1 ; 31 1 /JJSc. -/t,/f-= Jz.5f t32,.)I.L,33 JI V J _;!,/ 1/J/~ ~ t ~UJA,5 JI\;~ ,, CJ:;__ tlt-16 A t:'~ 57tJtJ'IJm,.,o 1/J,IJ, 1}1.0qc.;,J.:: IJ-o 4/6/tt.,, /V,d~~ 4i-st?: x :z.10/ ~ ;;41'51c--o/ &,/rz., /Vllh--uvv::;. Jio*;-; )( :z-701 -= M. 4-1c- /i-o:fYL: f.wf: f//JU/5: 3tfZ-x J~ )( 2-~ 44-Z-1f,C f_f·: 1,,1/2,'t!,,.: Jlv~vi.,$:::'!!f{218'15°S'><.5".7f t /z,&3x3 )'./,5 + /t$3X ~.5x/l.Z~x3C . + /5x zt,f{xt.4.S ., 3f8~ 1o' /crfft A-e, zo 1 c -t 201 [-f /b I r--a (/2/, 5'd'j . -t..j t'/5T/ll/3vUI~ 710 . ' 7G z_ -703 C/11: { 4,&-z..) -/:-vvJ1,<.S 5 / + ~~ -j 19' 5 tt L?-- f w.ll~ .J" i-vv,l)'J,t.... :::: · 82. l,L'/i 1;-- /B .1 f) /3.83 --; (3~i) 2ol, lv /5'Z.4-~ + /A,/JJUS + ., -I: l1 ,, (LO 124,z-, /44--z:#-Lj II °1z~1 804~0 (0 h-4:JJ{__ lfMIJ: IO.t70 +-10x, //4-1: 6Z.)C-/CO~ 21,gq;ftv J'/~k(3of1oj i,/o; o(i5"1.?oi) 7a'a.-f26Yb c.,/AI .. ' /VO /~ V /Zl,S"G -t. 4.fZ. -x/88 .;-Zol-/Z~ , /~3.r?:" ,,1 1 )/ 0 uze 3 x..., )( z -1-Z?a.x ~s~ r:. 1s + 1i.a3~ s _x '1/'iz-S --f (283><.3,x/0,'5 't ?Rh>Sx.t:..Z7 f-{Z253X3,.S)·I,~}{~ ::;-;?.l O 1:t X /6'0/ -1 37. 8 --+ /57,>3 'J)Jff!L-:. 184-,z_ cl Z4,S .::-1S"!2. 7 /'( 1, 3 e / z.s .:: Z4,,;:£,t-.5 38 /. S 6''71f. tS' 216,61 I 31/'o z:: /f7,3 l34,8z..._ ~©. 7o (if)= &:4'la!6~~ f?g~zox,~ "* tri-3'tlO,x, ~ -& ?Zoi 7::)x !{t-= /J2, 17f?, :-Z?o ,,,;-11'~ f 1/'iifl,:% ki /(P{ C-3 t, /1)~..; 4f 7-f( ~i Z./ /J€.X;t" (2.-~Jz,., :;;: /!4_,,'5k- l32,f7-/.~z4x; 114.1..5 B-6/~ /J-1-= dt A__,, ;Ks /ZJ 1?2 77 -/.f°J4~ ~ 8rt,4- G/tff_~ µ/Jll()1 /V #6fZ.. @ ;v = A°i->"x8i J' 341) s ... \ X ~ z.._ i 3f/4/i1..r = 31, 1(- d =-!Jor x .._ f;t/ ~1.BI~'-7o".r 4/f!o ::, J?. 4,-_./.= 88 I =-,t-8, J pr . x::. 28 1 6/',l;o d::8$ X -:43' 74!:t;,~ !Ode.tL/fv 17,;:tt( J Zf)J CJ/6/l/)..s -... ~;;;,;~ -1-4 e@ ,-&s.36 <70 -4Jly 7?-)/io :; f'Z, >7sv- 3i-/#Jox8 1 4/ o/Jo,.x /~/ 4-(p e. (c) .;: 3B.~ a Dft~ To tv'A1rJ wmv (5)L- 1}fk}z;5 -_AI... /di..(,,/¼ E~ -()L1Jfl¢TliJ~,,Wv tom) <if±} tu.,, 1-4:: /,,vAu-s =-/!>2-+zJo +((30+10) 'K /r/E>}1283:, /4-71/f{ t< 7'}{ 4-0 =-/82--1: t70 --t({,otii) x !do).d>3 ~/tfZJ.t-->CJy'-z_ = l!fJ. 2A-fa--~ (;,33;.Z-fj ~ 3. 70~ -z__ @ :: I~ Z3. Zx 8t f ~6.. f z)'-:-(/~YJ ~ zf)-s t. I.,.: -r...- 4 .. tt-7 Qh_&--J;f0 (1) /JCT== -1;-~10 fl0tu.,_ -0 "1i ;f {//)Lia 1v<-0 s1 Dzs ( fB ''Tor/fl.,) @) z-;e / 9 1/rJTiJt,,. -------- '· I l ~ +4- r l w ~ I½ : ( 14 p~{J ~ J 6 ~ ~ f ·H-;: 2~ .. +-~--L t.. 4-+' T (2.1 LJ l'l.. .l< 4-o \r, ~ 5./J. ;"'·A, 1I ,/lb ,.,c :,,, , 5 i.y , ·~ ") L. 1 --~,- ---~- 'f:k;,_. 4-4-J(tt.. --IOP ,,, ~c,.. IU, t., t::=.yr __ .~z.. . .Co._ ... . a.. . .L-4, . _,.,, .. ,~.,. o J<... -S". \:; 1..--c:.-- t_ ~ '~A2-$(?.6) --fQ.,S 3 ~ '. _p -F--e_ r --14-bi" _Q. -= \(L--1,-b -=.. ~' ~ hi 1-1, t, --8:, : M-0 -=-cz·"? , + ( 1~Y=51. 9 -:: 5. 4-e, ~: ~5/->' b.C 'T fFj --t 0, B ~ -;::--1. <o O -IC. .. o/r-7 -e. • '1/ 2-5 *Y --,l:-1-.<Z,) t· .f.o.~ .,_' \c.-. ~ --, G e, F/ ~ 2 i. 'b ~: ~GC--T!O M {s. ~M-PAc-, -~ Crv-~ -1- Tfl-f w l 4--x -4.P ( '(',( : 5'~ ~ 'i'~ A -_ vz.. .. ~ ,~1. / ~:: ~'2, 1-, 'r.;.~) FM--)C ..__ ;O I?-,I Cc~ fib, I I I~ h-CJ, :;-2...,, ~ --I ~,,92- FCA-. '.. 1 ~ JI l--( i-0) ._ -l ~ r l ~ , ' / k, /' ~ ,.. l '2 k..,_, ,1 _q, "' rl/:,;. -4 . s 1,.,.., : L-:z.. 12..1~6 c:i "r L. I 1 2 ~C.:o .... _ ,, • .,.... ..:::. ~ . -Sfl ·_ ;, ,..~r I ~o ( 4-,.5) ~ t ---~ l'k I 0 _ ·\~=9l'2-L~ a -It..... --. ' . ';-t',C::.b ""'?~ 0 (I::__~ ~ -. 4-'B I / AY 11>-L. L-..A-P ·-I~ ( 43/ (3/(,.. ()) -;-~(~ll)lb · ') --1o . :) I,.- ~ --Jd ~? M =: Z--B · t-f -k- Tef (;J I 4-J( 'l---z..._. ( A ';:. h • 4j-,f.. :-1; ~ Zp I ·~ ~,, V'/ -~ .5 ,s-4-t'.... ) /G¼ -_ lo 4-/ ~ ~ t2.G,1 /~ .. _ cJ~0,__ / c_,_ ._, S>~ t:-OL --• ~~ ( ~6) --l-ir.S: ~ ,1 -~-c/ -..-J ~. g f ~~ Q __ ~1 ¾.1~ ~:.(0,~ k-r_,: ~~ li,:7--~.' / f1:i~2L~ ~«' % ~ Ci...-... .Q --{O, ~ + I, c (ll, ~) ) ,. 7'3-1'.I, L\ ,..__ ~ --~ ) Fi i'2. !S I ( _ 1~ ) ( 2J .{;, " - -~ I ~ I ;,,61 TH' W 1+x 9o ( ~-s,@:,,f 0 z J.-2. ,,,._ 7 , . r,. ~ s. r3, ,,) \:::?'(~ --hh',~ 1 f ..... --12 ,y ~-1 / R 1 .-I 4-, ~ cf!-. k.1 ,. 00 ~ sy ( N--5) -~-oF. ... . , ' LA. 'i'E (2.AL. LoAo To LLN.e:. A z_o~ t-· l'2-~ % (6<?t, -/L-';:: --L '2,_ L ~ 1c:r2..AL Lcrr-..o 121 LtNt: c__ '~(lt>)l ·$ ,J) '3,o 1c:.... --{ooc. /'.I /'/ ,..,,,, ,/ e. 'Z. ,..1_o·c~) (~ ) 4j:, ,c,. k.. ~ '2... luo., - ('/ f"'"/ r./ /' ./ F-:: 160 (&1 )l ~-J) _ 5}-~ +-/c::... "2.... lt.1"'.:) - (/ ('/ .~/ ("'./ ~;:_ )1..~_t? ~ -b 4-~ -z._. - ,d d I'/ 4-: f .. 2o~ == Io 4 v- 81 ( \ bo)(8 ,J / + r2. 1-,) -1'21 ~ -~ 11/ f"/ u 6 -"2:. 'I <>vo 2--' !< r/ 9--~(ss)(§..:.1-) -Zh·3-("/ (/ -2,... ( O,oo - ~ K- ' ~ p (./ \~ -~,,f -==-3> 1,<-~ -2- '- {~] ~lti-<lc>oo -2 ~2-,~/ I ~'-,=-3bo·~ , VDtA"i>l-t~f-1 r"V LI~ h : ?j() ~ , ..... ) (F-VJ) fu,tJL i.-A1"EJ? .. ,t,,.L. LcJA-0 T-=-l-1NE A ~-et (~<a)( =J--:~) ~ 1.,,0. ~ ~ l- ("/ _ L1"-LC L -=-. ~ ( 1<? )(1,>) ~ I =1. J "- r./ // L, "-.\<.Z 4-=-1-=ro -=-'e;>S-~ "'2-- ("/ L I N,c. ~ -~ (t&) (1-.;) ~ SJ./t. ~ // L~ NE ~ -:;... \~(-9-o) (+.)) ~ 35 .. ~ JL- r/ Lt Ne \""= ~ l¥ {f>t) (~ ~)-;:-_ 4q..?\t- '- ~ LtNE I LA-"TE.12-Al-Wb-1:> = e.4, z. "'- 2 I 01.St---lTl~L fA.NtL~. ~~. :jf.?a.r-,e: dlt,C\l\)t,ll2~ > 1'2..I t 1i' 10~ @~ G) ----------... -~ ----·· 12.s·j ~ ~ .. 1/ .:t' + I z; ~/ 4' t· f '2,. I t, ~' t Pll~fL ~~ (2-/< F-t= F,/4) ~(..0"1.1(2... /"@~o,-.. h,125 • 0 \ \ 41 4,J(;;;, k.. 4,l"-- z. ~.1'2.-S ~o I I 4/ 4-•'?b L. 4-.\ ~ g" 1--... oo~ 10 2.2. ~ I. e:,~ Z: 1 D2l- \-41A.-=-~.,;>( l2--¾.) : .. ~9, 4 .C-"- \/v,... -:;.., b, 94-~- o,lc-r ~ ~ ~(~, £..cGt, (v--:., . oc:..:>~ ToTA'-"-Cv-. k..l tTY. ~ L-~~ krAO ~ ( I +-( 4-, 9& + 4 ,1) ._ (12., '-B ~ i I . ' ~-; ±: -~ J,~(I -3 It\. "7. '.2:> (_ b,b) --;. '2-o ,. ' 4-1 U':,tE-:pe2, S17t4-4 PS, r:;) {p o .-·t r M~~2--=-~?\ =:;)· p-=-to-os ,9 A-~ ~ fLl..-=-->-ODS}' ( b• -=t-s) ( ~ e) -=. \rs-( <' .... 'L U£ 2. # B (A~ -:. L g ,,.__'-}- _ ~ '2, l(z_.4 .s )-rt O • 1 ( l'l,:;.) -( ~ t \Sb(__ '1-4-s)(u/()~ }"? -::: N~. L,~.c 2. /I-L An:::~ l.GT t;,..9 -::: 'Z-1 . 3 2 I D'eNT\ c..~~ P~e::z_~ .', 1~ [1 ~~0117~ ,_ . . . ~ l-.::::-rP e;:, r='° i.::/2-rpp,.N,E \... = CZ.. I. to --;. ( 0. 9 v-~ ~ r- . 2-. ::. \ +;; J<:. ,__ 9 \L .(;N 1~-~c::::,-ie,-. l><J ~ I----------------. [Z~ G~-e.-~J fl..-• ~ct ~~~6,.J W/ Lt~ { ?,A:Ntz.L Ll5f!:: 2-:pt.~ ~UN~ !:7rL, ... . . LINE-t L .bTe~c k>t->D rZ> ~ ltE-'le:L --IV 4-{t.-- L f-..rtf2-AL f-a:.D /'a> f~ A-E::VeL --gs ~ I \ '2..-t... -------~:;:a. 8$ ? t' d-= ~. <o L» , 8 (1 4---x \ ~) --1.3 4- IA-' Vv-.-:. t/; \ 0 y'f:_ h~ -;_ , 85 (t?)i~ ( b ,b)U ?4) = 421 k.. (oc;;o 4-'U k. / ('4S-~-t119) =--'2/45 'f-t:P. ~ r 1'1LA.:::: \4-s.~ (11... + P-f) +-\I "l (1\f) ---3 4-~o ~-l,.... '/(A_-::. z ~s ~ Hv-... ' 4-1( \ L \J.,.,__ -z.. \j'-o ~ ,' ~-W0 + l4,x t'l-(J, '-~)]bi~ (1 '? 4-) =-\'.ffl ~ J... u s 12:::-V c.. -:-~ C:::. '3 I s;:-L --.. -sy -': ·j· pVe--2- _ .~s ~~7,s) ~ 09,s 1<-< 2..-65 L ···· - .. : s~e. &,N.I='. ~-=EDE"..D b_v Vv... _ </;Ve.. 1 '---¢ fy rl = ,ZG,~-1'3~ ..._ O.o\6 (_ ~s)C bo){__\~~ ~2. =-2 ( < \ I ) . ~ \ 12 . 2.' I ,olB 0 ~ ~ et~, ~42,e,uP.S :::Cb :: ~4-~~ "2. 3, I -5;. _s;--?,I..:> use r:P 1-btll~, Si-1u»P~o 12,'· (1.i .. p""---2(i \I) -:c I co 2-=t--> c, .. 00 ~ ~11"S)l!'L) UBl. ~26" ( ~/ l-r ~ 2-A c.v y~ ~ z_(b+~)Q 4-K \ 2-)~o -;-\ '2-4' \!- f oou ~ "-Vv... = Us > /,z...4-:., m #!;; ,r;) \6 ,. d .. t. , EA . \=,t,,.c~ . f=b--\~" Cl 6>£l LG· hj(IG,:,) -r I oo 'Z--o ) t OU~ s-c::::> r 1~ 1 / ::t " ,t 0-1'5)(14-xiz.J':: 2bb '+)1..-<3 ,'...4- A-a ~ ~. t-S (J~\ t..-) •,-\I ~ 4-I Ir"-"-- f: --~·~ )< l_Q)) (2-4 r-5) (\I 4) -; 4 lc-- /'2, boo - ;: ~Nb~~ r°½~7Z--.5 /->1le, t:.e&, 0.,#t=~ A-)(t,a:.~ U'f)p..o.,Tf Of 9,¼_ 11 ,c. <2.4-'r ev4ND~ MEMl?}#E-rl.. kJ/ b -# fJ ~ri/2, fa-lJ~e Zk(b (d) Sr I?, \ 2.-( M.. ~ ~ _§_ -. 0 . O 2.-+ (~· 2'S)(Z--4) r /\N\. .·,.._ _ ~ .. o 1 < /? < o _ o • o 6 a _ le... . . -I d l r--.c,...-.1. - ti f'.._ c-~) -=-0 • cg,, p [ , 8.s-f: ( f>a .A,.-l)-+ S, A.0 := ~,e (i~) [,Ss ( ~)(-z..-~2..-to) -t-Go (b) l ;:_ 5/o k.-~-~. c,Mf-<.,,$:... ~dUN,~ LGlJ\J.Ct lTLJ$1 ~ et:.\ N, ,-_ n(A. -=-'34'0b .r _ u. T-t ~ ~¥0 -01J Lzr~_r) :=: 7B I V ·D--~ I ... Z-8 I -~ . 2-I:,_.. L ·JC£~ UPLlr-r --04oo _,__ • 14-1:± L_ 1. N~ .. C::?_ 1.4 I 1- LHt tt1>Q ".S~e-~s, TttA,S\.A ... tJ..j ~~-M\z ~N~L ~ L lt,.tE: 4- Tt,r,e..L ~~L k:;Jb;, --\21, b +-S-3, 2.--.... ~ 9-f, f, ~ f -::t-4, S, L <.. Q_ 0 4-'+ $s) ~ l iz,.51£ fur2--LtN.C: 4- :, (:) . .f=:..., M O \'2.\,L, (2 4.~ 53.'l.(('2-1-~ :3& 4-4-I/<-- ¾#I<-~ to4(!4-.s) -t f,.> (11,s) = P~ II i "'-f2;(2.. L,Ni:. 4 W£ ~E; Plt>tl-vN /-S L tt--1E 4 FANE1- \-tb -2 <?., 14:<;a J~~ ~TL, ( Co #-J ) I T~)( = N¢A':> f'1_;{,4 -;... &.(r~)(Lo)(~0)J,4:: 23!,4-' ~r+±tc,,1? 3 ,, kNb We:L-D of ee~ To Et1B£=b, fL tu.::rw -:. ayo t--;..) 2 ~,·01ss -== It. s +. o/ ~ T~ :.r/=(l(,S7)·x:? <l-0J> -29¾~ C1-1r-:C-¥-:: Jt2-<, E M.t?;eD. q:e_ CM ~c.k-t> if€A.<l., T~ -= ~ t... ,z \_s ,, \' L '.?7 "N -. y,(0(,;.)c,s)(1~)(_1,_j9) ~7-):. 490,5 ~ ll ~?U~ I OP1~6f::T M,AK, l~M ~l\:)€; it ~f:;6,f(i:. To ~«· :E::ot,.;-:r eeLc~ ' r,~e 'Yc1-~ ~r-F I Le. c... .4~ k... 2..1 13,+ 2--I· t:S .~.% I <o 11,S~ I)_;.~ -~ ~ I. r'6 {0 I\·~ 2.-=1.s"""" •8J~ 4~ 4-I, i,J;, 2.,.o44,- ~LA--_ ILS"' f.4---\'=,,\ L cl -_ .. 2> lw --r ~ l.r~ , S >c , v) -_ ( '2 9. b 1 '~ -J :>-0 1 1 ""' ~ -:; f(D 'i {1~ ~c:A. =-, '&5~0 j 1 ~C)~o 5 .~((~j --_3,4-£> ~ ~, {c:.-. l .:>--u V c. ' ?, • 1,, 1 °f[ ~ J... -\-* = '3 ,?;c,rj?,..co $', }-.:,( 11w) -,. 19-S l<--/ c~i:> y;_ __ [· ro rfiC -t ~ (J ·~ ./K _,_ · 2.y1~k) J hl ~ _k ) \I"' ...... \<,::,, I \ '2.4--12,:.F) --2 ~8 C -~ -i.- tL.. 'Le--:. Cft;, 4 E§=--~ov~;;; ::t!.'-__ I t:&_sCqD, 4) _ '?d) 4-,/,t_ > (C:. •' ~ ,/,. 4,-11t1;µl_ ~. ~ l'k~. "2..--7.--:::>o, ~ -=-~'2:-, \ (~) ----P86,4-~J._ ~(:,J-l--... ".¾,~ ~t/ ~ e:J 'k_ · ~~~ ~- 14-,s' ¥ · /95 s:' tt?-c-J~( s-a L :&cf tl'l~t;ofL-e51\l. LINt A Pt~ ~ ) 1-~5 2. \. 'L ~ '9 'i-. 4--I 9b §" ,G.9 (o I '}-2-,.¼ ~ ... '7:h I?: ~ I ~'2.-4-, J, • CJ51 9 /.} {~ I . L-\S- 2.,s 2--+-- 1-4--7 ,~ I IS-I ~-h Is lo,}- ~ . . ~~- ~ ;::= ,~~ ~ ~ :::=. g .s; "'--('-;;) /:;: (_ corZ-- F A) r2-a-o r-- 5"- Is IL- u..,k.. '25', .2.--~ 4--s. + It... 'Z). ~ ·\, ~ '25')... ~ Po/ 1:-, •:rt)~ '2..., k:> JL-- f--, bS I(_ I ? , C:. - 1'2--,~lc.. ~ 2--,:; ( ( k.... I ;j I<.. t.... , 1-.. ev ~ ~\-'PUZ;:.e... ~ ~ \, 4 (45. 1) l ~) f {, 4-('z.3>)(12..s) -:;::: I 92..B P __ k- -2--~ LtNE £ LATE. ~L.. k;12rt.? 4?,(::, le:::-~ ~&:!>,= -- :::. 35.~ "--Q yJ-,::,c,i- 2 I O!=NTla-A\.. 11.1'1~ ., ~e £_0\ u:>1 TI 1:,5" ... l..~ P12-r2-q::>~L = 4~ .. ½ . -:::. 2A. ~ L ,-;::, ~F = '.36-e/4. "::: r=,,;7 ~ 0 i-~· ,.._ ,---------------~ ----;:;--2.f, 'b Ii 0 1><] Q)~@ --==---= ---.::::-~--=~-,,. 12,S l><J . [><] I 5, I I~· -I p IE:f2.-h/J. e, Yo,~ F/70 ~ 1'2,2.5 \C1]N£>~ 4,J ,o2,.) <30 I 1-, 4-le- ts, I '). ,oo.s:; ~ ~t+~ ' L) 2.-Co ~ ~ -= 1.4-(_1-1,+) --'24.4 ~ -=-t. 4 ( (4--, 3 ) -:.. 2o ~ r-v ~v... ... 1,4-L 4 ¾_ <__12...)02-+4)+ )_._.._,-;.. ·5' ~ &:>0 lr-.J. /_. =: ,t:f, 8 /_""' --0. €>(Go) -_· · 4-f, ,',-... ¼.. =· t es-( 1 o ) ~ ( b .. 1--s) "4:f>) -_ 1~0. e "-) +-4-, +-. ~ c1 .. ~ • loov . Ve.-~ S, ? 17:__ ~ l + ~I LA.~ =-3. 3> r( ~ (e,, · 'ts-) (_ +31 -\-+4---~( 4B J 4~ /d-i:,I.) -;; 4-(_be;)) • -:=-':/-?:> I 4-a-- ~ I At:. t>. L, e. N Pll.e:JZ .. -~ 4--~ (_ '2-tJ \(_4--tf ri} t ~ (_s-o) l 4 f l.l/ t-~½.~ ~c.;/4 )(2.} > -. . ·v _'l . 2--l-i. '-'/ t-· 5. 2.-S x.. l~cJ ( 5. S-)( ~l. 1 ><1. -::.. 4-.3o3o 1~ -:::: 4-'? ~ It-"/ ~I ~L. Fi->oe... L. L. --;_i (so) l 4-H t..-) = z3 ~-o It, -... & , 4-t(.__ N '-C_ -=-l, 4-( 4-'?) +I, :/--( B, +) -34. <;; ic- IN\-.. 4.. -~(,.. <a <l'L -~ -. I b,9 V..... ~ -4-4-. 4- y t.. •• [_ 6 ,f i°" v -1-<o o U · ?....> ,{i;;o t-G 2,) ~ ~ ~ (. t. · 'h·) 0 b · ls"(. 4s) c I fl. 5; 1- lb 9 1t- J " , r ~ o V et-N / ~ 4--4-. 4 -, ~s; (l66J _ ,o1 ~ .O,_<o5 ( 4o) ( +6). T (2.---Y # _p 6TI 42-i2-V? 5 '2.-(• 11 ) I \ 5 ----= .-:. · f'2. ~ i.. -I OJ~ M ,Lx-, ~ t.--T, ?r,7-Pi.-t N-(1 2--(, 11) ~, /c.. . Mc....~ ~~e of· W~t..L = 2.4,4( 2.\-.45) T 2o ( ;1) = 7o 4, ~ .C.-k Mv... _. t-o 4:, ft:? ili--) l(\ov() --4-( 4--"") ~ -= o, oo 7ro 4'k. cl 1..---l' /) lb r T5 ~f,) '- A> -=-r ~ at --. o~ '+<-(.hr ~) (SB) --2, 9 i ,'h. 'l- o.,. t""I. '";. -z..4.'i-{24,4-t~(l2.)+\,4-.. _ 5916,4 f.k_ llSE 4 -zfB (A~--2 I <t,.,,,..1..-) UPLtr-r -&~BA--~(~)G~s~+s;: \o~ ,'7K ( P\~'2-) I • 4- _ Ne~. --r, EfL 3, ~ 0 PL, F-,-. M'"'"-:: <'o,l-b( Z-1,s )-f ~(V-. l,-1-t ~ t,11,~l-= p't--,) -> P--. o0s1-,4--.s,.-_ r I 7 ,' ... ~ t.U.~ 2..-~ <!s-:..i ,9--,,,,.9 • ,., . ~N4ft>~ d1'1-Lf' I '3 I P~1.. .) ot ~ . <eJ(, ~ -;I It.)--\'l-2.. \.' Yv...-_c/ tov~ bJ --, ~.5(lt>)~ (S,?~)(11'3!--4t00~o,IL, 1r rJ ¼ ~ 3, J p_ ~ ~ ::: ~ ~ 'L ?:," ~0 (s < ~) ( l 9-t-)-;. ~ 7 6 Ir~ ~ { t:;)"'OQ I.___ )_q ~~ .. .. ,<,;-• - -~,- \ efl4~L-. ------~/%k:.__ __ '7 ___ 0J---;i1'> z.6l r vO 61M-:. t04Y-t1.~ + 84x I~ ;:' 4?04- 1~.Ja 8 _f54. z_., ± (B. I'll S -t 2.t>J/x fl, -ff.~zlx f +Cj'. 75')(;5 t t.cff4.>',4x 7 -+ /, f/ ,x LZ,.)I, 15 t Z.~ 1Jht 4:x, 2-3 -f 6./ X Z-5 .=: 4 i-o4-: ::f. {'8 .7,. 83) .:;; ;~~' 17~ 6L, f><J!JJ.83 /fj,- /Z: 1f, l'3 -i f"7G:. Trt1 c;1x3/.x :f<)1 f_.::; ~34i,1,3 r:::,,.;; 14.2-L k.t 3?,"3/!J i~ ~s f!.I. 7/ ?i,-:.1,8~ 'g ~ Qfl. Otl(I., A[ 6/M6 ~ f/J('J6l,, t,v/1,;q (4n .3t9 · (41755) c)twt, ~ /fr;4-± f 8./ )( 14 ,1-Z.t>i/,x /0)(1 f tf.Js-x4-I 2.~14-x4i;:) ;..U'fh I~ -t t.J14-~x. /4- ::. a)c/tt/B 0}(.....-4218 ~) f ~-I ,o~) 7/11 6/Y-J 1x Go' fl:: 1-34 ~::. /8 h:; ;Zo.'it-1 s 3.-Z-,_ "1/!,1 U tJf)t3 /.x 5'~( t2--~ 2~o b) -!. : /~.t"L J= 33'.o4-q :; £.3? i) (!__.; /ttd 5 1'_~ 34vL6 O ~ ?~ 3~ ·~ " " ~---- 8-) z',:$1 fo5 1Jf/ J . I 6~12-d-: 3-z- frl-.;' ~7.53 /2u -::i_tL,,,::; 4 ., . oo4- ( -e; Ao,., I O~Jtl Z, V, tZ-->t ~.5' ~ f1.o-G;.; ~ JIZ,{oJJ (!,18),/4 +. <;;. /.j!,)'}tj) 0.85 -.25 (J!=-){4~1:HJ :; 4<3,13 -7, ?t 0-~I' = 33.t~I?- Cl£-$~,M"4,, t,t;/ ;:;t/£/7'(" ;to:z-1"' ''--. ' ' J~~ /41 T J e. / ,Z:,7---zoi.,, .z.fz,,~lf; l i /41 {4-1/ f I \ l L ,l l I tf:>1 ~ -: _:.]!:..(!.s 11 Z1;2-1l+--l.4fz.7tsY. 1~ • '1' -1-/. 1/'>t/(_ t Z.6f,tf t/;<.J./;- /1/l>A c ii-(l.8l'JJ t.oZ-x.itrJ-i~ f.YU')( ~8-h 14-) Jj ; f f3 7 1,1e--b ,::ci/ td== Jz,,Jr t-<:S, /K /~) ,.., z5°$z_ LJ(.._ :==."7 tX"0V6{t,lvS ft~? 4-4/ ~ :; , ooB 1 ( _o/Js=, oaBt Jl£S:1-1i-~3-'[_,,,) =-Zf).Z,S.::.. 'L--" 18-:tt10 • -'\ ,_ -,' ~-0, .Gr ic-t II I \ U'Jt 12, 1-__ ~, A \ -0 1 • 0.D.~t.; fl_t-,.,C I I I I I I I I I I I I I I I I I I I ENGINEERING, INC. /-ICf-' tS / CoNSTRUCTION TESTING & ENGINEERING, INC. ESCONDIDO • MODESTO • CORONA OXNARD • RENO SEATTLE 2414 VINEYARD. Ste G 3540 OAKDALE RD Ste A2 490 E. PRINCELAND CT. #7 1645 PACIFIC AVE. #l05 32 GLEN CARRAN CR. 390 S. CLOVERDALE-D30 ESCONDIDO, CA 92029 MODESTO, CA 95355 CORONA, CA 91719 OXNARD, CA 93033 SPARKS, NV 89431 SEA TILE, WA 98108 (619) 746-4955 (209) 551-2271 (909) 371-1890 (805) 486-6475 (702) 331-0503 (206) 767-1820 FAX (619) 746-9806 FAX (209) 551-3593 FAX (909) 371-2168 FAX (805) 486-9016 FAX (702) 331-2667 FAX (206) 762-8751 GEOTECHNICAL EVALUATION AND RECOMMENDATIONS PROPOSED COMMERCIAL DEVELO~MENT LOT 9, CARLSBAD OAKS BUSINESS CENTER ~ CARLSBAD, CALIFORNIA PREPARED FOR: ASYMTEK C/O HAMANN CONSTRUCTION 475 WEST BRADLEY AVENUE EL CAJON, CA 92020 PREPARED BY: CONSTRUCTION TESTING & ENGINEERING, INC. 2414 VINEYARD AVENUE, SUITE G ESCONDIDO, CA 92029 CTE JOB NO. 101019 December 21, 1994 GEOTECHNICAL AND CONSTRUCTION ENGINEERING I I I I I I I I I I I I I I I I I I I CoNSTRUCTION TESTING & ENGINEERING, INC. ESCONDIDO • MODESTO • CORONA • OXNARD RENO • SEATTLE 2414 VINEYARD. Ste G 3540 OAKDALE RD Ste A2 490 E. PRINCELANDCT. #7 1645 PACIFIC AVE #!05 32 GLEN CARRAN CR. 390 S. CLOVERDALE-D30 ESCONDIDO, CA 92029 MODESTO, CA 95355 CORONA, CA 91719 OXNARD, CA 93033 SPARKS, NV 89431 SEATTLE, WA 98!08 ENGINEERING, INC. (619) 746-4955 (209) 551-2271 (909) 371-1890 (805) 486-6475 (702) 331-0503 (206) 767-1820 FAX (619) 746-9806 FAX (209) 551-3593 FAX (909) 371-2168 FAX (805) 486-9016 FAX (702) 331-2667 FAX (206) 762-8751 December 21, 1994 Asymtek c/o Hamann Construction 475 West Bradley Avenue El Cajon, CA 92020 CTE Job No. 101019 Subject: Geotechnical Evaluation and Recommendations Proposed Commercial Development Lot 9~Carlsbad Oaks Business Center Carlsbad, California References: .. As-Graded Geotechnical Report Final Report of Mass Grading Carlsbad Oaks Business Center Carlsbad Tract 74-21 Carlsbad, California Prepared by San Diego Geotechnical Dated February 19, 1987 Consultants, Inc. Gentlemen: As per your request, we have performed a geotechnical evaluation of the subject site in order to provide geotechnical recommendations for the proposed site development. The purpose of our report was to evaluate previously documented earthwork activity which occurred within the influence area of the site as part of rough grading activities for the Carlsbad Oaks Business Center. Our recommendations are based on site reconnaissance, limited site exploration, reference review, and proposed site usage. The opportunity to be of service is appreciated. If you have any questions regarding our recommendations, please do not hesitate to contact this office. Respectfully submitted, <klo~l:f!.2173 Geotechnical Engineer RDB:lm cc: File/Copy/101019.REP Sean Colorado Project Engineer GEOTECHNICAL AND CONSTRUCTION ENGINEERING TESTING AND INSPECTION I I I I I I I I I I I I I I I I I I I (Job No. 101019) TABLE OF CONTENTS SECTION 1 . O Background ................................. . 2 . 0 Scope of Services ......................... . 3. O Site Description .......................... . 4.0 Proposed Development ...................... . 5.0 6.0 7.0 8 ."o 9.0 10.0 11.0 12.0 13.0 14.0 Site Investigation ........................ . Laboratory Testing Program ................ . As-Graded Conditions ....................... . Conclusions and Recommendations ............ . Existing Slopes ............................ . Foundation Recommendations ................. . Recommended Pavement Sections .............. . Subgrade Subbase and Aggregate Base ........ . Retaining Walls ............................ . Additional Construction Observation ........ . 15.0 Limitations ................................ . APPENDIX A: REFERENCES APPENDIX B: APPENDIX C: FIELD INVESTIGATION LABORATORY TESTING PAGE 1 1 2 2 2 3 3 4 7 8 11 12 13 15 15 I I I I I I I I I I I I I I I I I I I Geotechnical Evaluation and Recommendations Proposed Commercial Development Page 1 Lot 9, Carlsbad Oaks Business Center December 21, 1994 CTE Job No. 101019 1.0 BACKGROUND The site consists of a rough graded lot on Loker Avenue within the Carlsbad Oaks Business Center in Carlsbad, California. Based on reference review, rough grading of the business park was generally performed during the period of October, 1985 through November, .. 1986. As-graded data indicates that all fill areas were compacted to at least 90% of laboratory maximum density. ,. 2.0 SCOPE OF SERVICES The scope of services provided for in this investigation included: 2.1 2.2 2.3 2.4 Subsurface exploration including excavation and field logging of three shallow exploratory borings; Geologic and soils engineering analysis of field and laboratory data, which provide the basis for our conclusions and recommendations; Review of readily available geotechnical and geologic reports pertinent to the project site. Reports reviewed are as follows: • As-graded Geotechnical Report of Rough Grading, Final Report of Mass Grading, Carlsbad Oaks Business Center, Carlsbad, California, prepared by San Diego Geotechnical Consultants, Inc., dated February 19, 1987 (Appendix D). Review of readily available topographic plans regarding previous site grading operations. Plans reviewed are as follows: • Grading Plans for C. T. 74-21, Carlsbad Oaks Business Center, Carlsbad, California, Lot 9 only, prepared by Rick Engineering Company, dated April 4, 1982. I I I I I I I I I I I I I I I I I I I Geotechnical Evaluation and Recommendations Proposed Commercial Development Lot 9, Carlsbad Oaks Business Center December 21, 1994 Page 2 CTE Job No. 101019 2. 5 Preparation of this report presenting our findings, conclusions, and re-commendations pertaining to the soil engineering aspects of the proposed site developments. 3.0 SITE DESCRIPTION Topographically, the site is flatly graded with approximate 2:1 (horizontal:vertical) slopes along the northeast boundary of the site area. The tlescending slope which extends across the northeast portion of the site tapers from a height of 40 feet at the north boundary to approximately 100 feet at the south boundary. " 4.0 PROPOSED DEVELOPMENT Based on conceptual site layout information, proposed development is to consist of the construction a single-story or two-story commercial/industrial concrete tilt-up structure with associated parking/drive area and utilities. 5.0 SITE INVESTIGATION The site investigation was conducted by a Construction Testing & Engineering, Inc. staff engineer on December 16, 1994. The investigation consisted of a surficial reconnaissance and subsurface exploration. The subsurface exploration was performed using a four inch diameter continuous flight auger. A total of three exploratory borings were drilled. I I I I I I I I I I I I I I I I I I I Geotechnical Evaluation and Recommendations Proposed Commercial Development Page 3 Lot 9, Carlsbad Oaks Business Center December 21, 1994 CTE Job No. 101019 The borings were excavated to evaluate the shallow subsurface geology. Boring logs Figures Bl through B3 in Appendix B contain geologic descriptions of materials logged by our personnel. Figure 2 of Appendix A, depicts the approximate boring locations. Disturbed and relatively undisturbed chunk samples of the subsurface soils were obtained from representative borings for laboratory analysis. The samples were retained and carefully sealed in plastic bags for shipment to the laboratory. 6.0 LABORATORY TESTING PROGRAM Laboratory tests were conducted on representative soil samples for the purpose of classification, and determination of their physical properties and engineering characteristics. The testing program included direct shear, expansion potential, R-Value, and particle size analysis. Appendix C contains descriptions of the test methods and summarizes the results. 7.0 AS-GRADED CONDITIONS As indicated in the referenced report, mass grading was performed using conventional techniques to produce the level building pad. Mass grading was generally conducted from the period of October, 1985 through November, 1986. I I I I I I I I I I I I I I I I I I I Geotechnical Evaluation and Recommendations Proposed Commercial Development Page 4 Lot 9, Carlsbad Oaks Business Center December 21, 1994 CTE Job No. 101019 Review of the reference rough grading plan and subsurface exploration borings conducted during this investigation indicate that a cut/fill transition transects the site (Figure 2). Based on historical topographic data the east portion of the site is believed to be underlain by approximately 70 feet of fill while the northwest portion of the pad was cut from native formational materials. As"-graded reporting and our subsurface exploration and laboratory testing program indicate that fill materials were compacted to 90% relative compaction. 8.0 CONCLUSIONS AND RECOMMENDATIONS Based on our geotechnical investigation, it is our opinion that the proposed development is feasible from a geotechnical standpoint provided the following recommendations are incorporated into the design and construction of the subject project. The following sections discuss the principal geotechnical concerns affecting proposed development, recommendations construction. which and grading and foundation should be implemented during design site I I I I I I I I I I I I I I I I I I I Geotechnical Evaluation and Recommendations Proposed Commercial Development Lot 9, Carlsbad Oaks Business Center December 21, 1994 8.1 Site Preparation Page 5 CTE Job No. 101019 Prior to grading, the site should be cleared of debris and stripped of vegetation. Vegetation and debris should be disposed of off site. 8.2 Compacted Fills Areas to receive fill and/or other surface improvements should be scarified to a depth of approximately 6 inches, brought to near optimum moisture content, and recompacted to at least 90 percent re~ative compaction (based on ASTM D1557). Fiil placement should be performed in lifts of uniform depth. The optimum lift thickness to produce a uniformly compacted fill will depend on the type and size of compaction equipment used. In general, fill should be placed in uniform compacted lifts not exceeding 8 inches in thickness. Fill soils should be placed at a minimum of 90 percent relative compaction (based on ASTM D1557) near optimum moi~ture content. Placement and compaction of fill should be performed in accordance with local grading ordinances under the observation and testing of the geotechnical consultant. Fill soils (imported and on-site) should be granular with 100 percent of the material less than 6 inches in maximum dimension. Fill soils placed within 3 feet of finish grade should have an expansion index less than or equal to 50 (per UBC 29-2). I I I I I I I I I I I I I I I I I I I Geotechnical Evaluation and Recommendations Proposed Commercial Development Lot 9, Carlsbad Oaks Business Center December 21, 1994 8.3 Treatment of Transition Conditions Page 6 CTE Job No. 101019 The report of geotechnical services indicates that the proposed building orientation will be located across a cut-fill transition. In an effort to mitigate the potential for differential structural settlement, we recommend that the entire building pad area be overexcavated to a minimum depth of 4 feet below finished soil grade (or 2 feet below the deepest footing, whichever is deeper) and replaced with properly compacted fill soil. The overexcavation and recompaction should extend laterally a minimum of 5 feet beyond tne building perimeters and settlement-sensitive structures. 8.4 Trench Excavation and Backfill The on-site soils :may generally be suitable as trench backfill provided they are screened of material over 6 inches in diameter and organic matter. Trench backfill should be compacted in uniform lifts (not exceeding 8 inches in compacted thickness) by mechanical means to at least 90 percent relative compaction (ASTM Test Method D1557). 8.5 Temporary Construction Slopes Provided below are sloping recommendations for unshared temporary excavations. The recommended slopes should be relatively stable against deep seated failure, but may experience localized sloughing. The recommended slopes are based on the assumption that I I I I I I I I I I I I I I I I I I I Geotechnical Evaluation and Recommendations Proposed Commercial Development Lot 9, Carlsbad Oaks Business Center December 21, 1994 Page 7 CTE Job No. 101019 excavation side walls will be comprised of moderately cemented silty sandstone or previously compacted cohesive soils. Moderately cemented silty sandstone and previously compacted cohesive soil are considered to be type "B" as defined by Cal-OSHA. Sloping of type "B" soils are is follows: RECOMMENDED SLOPE RATIOS .. B 1: 1 (MAX.) 20 FT Actual field conditions and soil type designations must be verified by a "competent person" while excavations exist in accordance with Cal-OSHA regulations. Also, the above sloping recommendations do not allow for surcharge loading at the top of slopes by equipment or materials. Appropriate surcharge setback must be maintained from the top of all unshared slopes. 9.0 EXISTING SLOPES Existing site slopes were examined and evaluated based on observed soil conditions and grading methods described in the as-built report. Presently, existing site slopes consist of an approximately 2 to 1 (horizontal to vertical) fill slope along the northeast boundary (Figure 2). We recommend that all permanent slopes, cut and fill, be graded at a maximum slope of 2:1. I I I I I I I I I I I I I I I I I I I Geotechnical Evaluation and Recommendations Proposed Commercial Development Lot 9, Carlsbad Oaks Business Center December 21, 1994 Page 8 CTE Job No. 101019 Evaluation using the Janbu method and conservative estimated soil parameters of¢= 30° and C = 150 psf indicate a factor of safety in excess of 1.5 for the existing slopes. Although graded and existing slopes on this site should be grossly stable, the soils will be somewhat erodible. Therefore, runoff water should not be permitted to drain over the edges of slopes un~ess that water is confined to properly designed and constructed drainage facilities. Additionally, slopes should be planted and maintained with erosion resistant vegetation. 10.0 FOUNDATION RECOMMENDATIONS 10.1 General The following recommendations are for preliminary planning purposes only. Additional fine grading as recommended herein is anticipated prior to site development. Foundation recommendations should be reviewed after completion of earthwork and review of laboratory testing of near surface soils when grading is complete. Specific structural information was not available at the time of this report. However, based on our experience, it is anticipated that structural loads will be on the order of 125 kips maximum I I I I I I I I I I I I I I I I I I I Geotechnical Evaluation and Recommendations Proposed Commercial Development Lot 9, Carlsbad Oaks Business Center December 21, 1994 Page 9 CTE Job No. 101019 loads for columns and 3.5 kips per lineal foot for walls. In the event the above assumptions are not correct. This off ice should be contacted to determine if the recommendations remain appropriate. 10.2 Foundations -Spread Footings The recommended-design parameters are for spread footings bearing on properly compacted fill. Preliminary design parameters are outlined in the following chart: ........ Continuous 18 2500 O. 35 300 Isolated 18 2000 0.35 300 The minimum width for continuous and isolated spread footings is 12 and 18 inches respectively. All continuous footings should be reinforced with a minimum of four No. 5 reinforcing bars, two placed near the top and two placed near the bottom of the footing. All footing depths should be measured from the lowest adjacent ground surface or pad grade, whichever is lowest. I I I I I I I I I I I I I I I I I I I Geotechnical Evaluation and Recommendations Proposed Commercial Development Lot 9, Carlsbad Oaks Business Center December 21, 1994 Page 10 CTE Job No. 101019 The bearing values indicated above are for the total of dead plus live loads and may be increased by a maximum of one third for short duration loading which includes the effects of wind or seismic forces. When combining passive pressure and friction for lateral resistance, the~passive component should be reduced by one third. 10.3 Foundation Settlement The potential for foundation settlement should be analyzed once fo~ndation loads are known. In general, for the previously stated column and wall loads the maximum settlement is expected to be less than 1/4 inch in 25 feet. 10.4 Concrete Slab-On-Grade Interior concrete slabs-on-grade should be at least 4 inches thick for light industrial loads. As a minimum, concrete slabs should be reinforced with No. 3 reinforcing bars on 18 inch centers installed each way. All slab reinforcement should be properly supported to ensure placement near mid-height of the concrete. All slab areas should be underlain by a minimum of two inches of clean sand (Sand Equivalent> 30). Special design consideration should be given to the type of business, and the building intended use. Heavy machinery or vehicular loads may require thicker slab and increased reinforcement. I I I I I I I I I I I I I I I I I I I Geotechnical Evaluation and Recommendations Proposed Commercial Development Page 11 Lot 9, Carlsbad Oaks Business Center December 21, 1994 CTE Job No. 101019 In moisture sensitive floor areas, slabs should be underlain by a vapor barrier consisting of a minimum of six mil polyethylene sheeting or equivalent membrane with all laps sealed. This membrane should be placed over an inch of clean sand and covered with a minimum of one inch of sand to protect the sheeting during concrete placement operations. 10.5 Foundation Setback Based on the proposed building orientation, it is our understanding th"at the building's foundation will not be constructed within 10 feet of any downward trending slopes. . Footings for buildings should be designed such that the minimum horizontal distance from the top of adjacent slope to the outer edge of the footing is one- half of the slope_height to a maximum value of 15 feet. 11.0 RECOMMENDED PAVEMENT SECTIONS Preliminary pavement sections presented below are based on 11 R11 Value data obtained from laboratory test results. 11 R11 Values were determined by Cal Trans Test Method 3 01 and the pavement design based on California Department of Transportation Highway Manual. The pavement sections are based on traffic indexes as indicated below: I I I I I I I I I I I I _I I I I I I I Geotechnical Evaluation and Recommendations Proposed Commercial Development Lot 9, Carlsbad Oaks Business Center December 21, 1994 Truck Drive/ 6.0 8 Loading Areas Auto Parking Ari,ao 4.5 8 3.5 4.5 2.5 3.0 Page 12 CTE Job No. 101019 or 12 10 or 9 8 Upon completion· of finish grading "R" Value sampling. and testing should be conducted and pavement section modified as appropriate. Exterior concrete slabs subjected to vehicular loading should be a minimum of 6 inches in thickness reinforced with no. 4 rebars at 24 inches on center (each way) . Slabs should be underlain by 6 inches of compacted aggregate base. The subgrade should be thoroughly moisture conditioned and compacted as recommended below prior to aggregate base and concrete placement. The control of concrete shrinkage cracking is critical for slab construction, and remedial measures including installation of crack control joints and careful control of water:cement ratios. 12.0 SUBGRADE SUBBASE AND AGGREGATE BASE All aggregate base materials and subgrade materials where asphalt or concrete is to be placed on grade should be compacted to a minimum relative compaction of 95 percent of the laboratory standard. The upper 12 inches of subgrade beneath pavement areas I I I I I I I I I I I I I I I I I Geotechnical Evaluation and Recommendations Proposed Commercial Development Lot 9, Carlsbad Oaks Business Center December 21, 1994 Page 13 CTE Job No. 101019 should also be compacted to 95 percent relative compaction at 1 to 3 percent above optimum moisture content. 13.0 RETAINING WALLS Should retaining walls be constructed at the site, the following guidelines shall be employed. Retaining walls that are unrestrained (free to move at the top), should be designed using the active earth pressure. For restrained walls (the top braced to prevent movement) the at-rest earth pressure should be used. These pressures can be taken as the equivalent fluid pressures, in pounds per cubic foot, given below: Backfill Type and Condition Granular Soil, Level Backfill Granular Soil, 2:1 Backfill Active 40 pcf 60 pcf At-Rest 60 pcf 95 pcf These pressures depend on the assumption that the soil behind the wall is compacted to 90% of maximum dry density at the optimum moisture content. They also require that no free groundwater be present and that significant surcharge loads not exist within a zone defined by a one-to-one plane projected back from the base of the wall. In all cases, adequate drains should be placed behind the walls to relieve hydrostatic pressures. I I I I I I I I I I I I I I I I I I I Geotechnical Evaluation and Recommendations Proposed Commercial Development Lot 9, Carlsbad Oaks Business Center December 21, 1994 Page 14 CTE Job No. 101019 Walls subject to loads should be designed for the equivalent fluid pressures above, plus an additional uniformly distributed pressure caused by the load. Clays with an Expansion Index of 50 or more - should not be used as backfill. Project plans should clearly state that use of granular backfill is required where that option has been selected. We should be contacted for specific recommendations i:tretaining walls on this site do not conform to the assumptions stated above. In addition, we recommend that only light, hand-operated equipment be used to compact backfill behind walls. The backfill should not be over-compacted, as excessive compaction loads will increase earth pressures above the values given above. 13.1 Lateral Resistance To provide resistance for design lateral loads, we recommend using an equivalent passive fluid weight of 300 pcf for footings or grade beams poured neat against properly compacted, select fill soils. I I I I I I I I I I I I I I I I I I I Geotechnical Evaluation and Recommendations Proposed Commercial Development Lot 9, Carlsbad Oaks Business Center December 21, 1994 Page 15 CTE Job No. 101019 This value assumes a horizontal surface for the soil mass extending at least 10 feet or three times the height of the surface generating passive pressure, whichever is greater. 14.d ADDITIONAL CONSTRUCTION OBSERVATION All additional grading should be observed and tested to assure conformance with recommendations presented herein. All footing trenches and foundation reinforcement should be examined prior to concrete placement. It is recommended that the soil engineer review final design drawings to ensure compliance with recommendations provided herein. 15.0 LIMITATIONS Our recommendations are based on the limited site investigation, available report review, and preliminary conceptual design information. The recommendations made herein are based on the assumption that soil conditions do not deviate ·appreciably from those found during our field investigation. Professional judgements presented herein are based partly on our understanding of the proposed construction, and partly on our general experience. Our engineering work and judgements rendered meet current professional standards; we do not guarantee the performance of the project in any respect. I I I I I I I I I I I I I I I I I I I Geotechnical Evaluation and Recommendations Proposed Commercial Development Lot 9, Carlsbad Oaks Business Center December 21, 1994 Page 16 CTE Job No. 101019 The opportunity to be of service is appreciated. If you have any questions regarding testing conducted, observations made during construction or recommendations presented herein, please do not hesitate to contact this office. ·Respectfully submitted, CONSTRUCTION TESTING & ENGINEERING, INC. &!n~#2173 Geotechnical Engineering Manager RDB:lm cc: File/Copy/101019.REP Sean Colorado Project Engineer I I I I I I I I I I I I I I I I I I I (Job No. 101019) 1. 2. 3. 4. 5. 6 • 7. 8. 9. 10. 11. 12. .. APPENDIX A REFERENCES Bowles, J.E., 1982, "Foundation Analysis and Design," McGraw Hill. California Division of Mines and Geology, 1975. "Character and Recency of Faulting, San Diego Metropolitan Area, California", Special Report 123 · California Division of Mines and Geology, 1992-Revised. "Fault-Rupture Hazard Zones in California," Special Publication 42 . .;. Coduto, D.P., 1994, "Foundation Design", Prentice Hall. Das, B.M., 1983, "Advanced Soil Mechanics", Hemisphere Publishing Corporation. Department of the Navy, 1982, "Soil Mechanics Design Manual", Naval Facilities Engineering Command. Gastil, G. Higley, R., 1977. "Guide to San Diego Area Stratigraphy, "The Edwin C. Allison Center, San Diego State University. Greensfelder, R.W., 1974. "Maximum Credible Rock Acceleration from Earthquakes in California, "Map Sheet 23. Holtz, R.D., 1981, "An Introduction to Geotechnical Engineering", Prentice Hall. Kennedy, M.P., 1975. "Geology of the San Diego Metropolitan Area, California, "California Division of Mines and Geology, Bulletin 200. Peck, R.B., 1974, "Foundation Engineering", John Wiley & Sons, Inc. San-Diego Association of Geologists on the Manner of Deposition of Eocene Strata in Northern San Diego County, April 13, 1985. I I I APPENDIX B I FIELD INVESTIGATION I I I - I I .. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I CoNSTRUCTION TESTING & ENGINEERING, INC. DEFINITION OF TERMS PRIMARY DMSIONS SYMBOLS SECONDARY DIVISIONS GRAVELS CLEAN GW WELL GRADED GRAVELS, GRAVEL-SAND MIXTURES, z MORE THAN GRAVELS LITTLE OR NO FINES ~LL~W HALF OF <5% FINES GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, LITTLE OR NO FINES 00 N COARSE SILTY GRAVELS, GRAVEL-SAND-SILT MIWTURES, NON Cl) LL 0:: (Q FRACTION IS GM _.w GRAVELS PLASTIC FINES @:e<!>w LARGER THAN WITH FINES CLAYEY GRAVELS, GRAVEL-SAND-CLAY MIXT\JRES, z a: iii GC cii:3-NO. 4 SIEVE PLASTIC FINES it: Cl) SANDS WELL GRADED SANDS, GRAVELLY SANDS, LITTLE OR NO C, ~ 0 CLEAN SN 0 MORE THAN FINES Lllw-'N SANDS POORLY GRADED SANDS OR GRAVELLY SANDS, LITTLE OR Cl) a: < . HALF OF <5%FINES SP ai=o~O NO FINES C ::5: w Z COARSE 0 ~ FRACTION IS SM SIL TY SANDS, SAND-SILT MIWTURES, NON PLASTIC FINES u :i: SANDS SMALLER THAN· WITH FINES SC NO. 4 SIEVE -CLAYEY SANDS, SAND-CLAY MIXTURES, PLASTIC FINES w ML INORGANIC SIL TS, VERY FINE SANDS, ROCK FLOUR, SIL TY 0 LL ffi !:::! SIL TS AND CLAYS OR CLAYEY FINE SANDS SLIGHTLY PLASTIC CLAYEY SILTS ..1Q...1U> INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, OLL-'w LIQUID LIMIT IS CL 0 ...I ~ iii GRAVELLY SANDY. SILTY OR LEAN CLAYS g:fV,-LESSTHAN50 w Cl) OL ORGANIC SILTS AND ORGANIC CLAYS OF LOW PLASTICITY iil~g INORGANIC SILTS, MICACEOUS OR DIATOMACEOUS FINE C _. N M-1 ai= < . SILTS AND CLAYS SANDY OR SIL TY SOILS ELASTIC SIL TS "w ~ o wa::wz LIQUID LIMIT IS CH INORGANIC CLAYS OF HIGH PLASTICITY, FAT CLAYS iiO~! GREATER THAN 50 ORGANIC CLAYS OF MEDIUM TO HIGH PLASTICITY, LL. :i: :e OH ORGANIC SILTY CLAYS HIGHLY ORGANIC SOILS PT PEAT AND OTHER HIGHLY ORGANIC SOILS GRAIN SIZES I I GRAVEL I SAND l SILTS AND CLAYS BOULDERS COBBLES I COARSE I FINE I COARSE I MEDIUM I FINE 12" 3" 3/4" ·4 10 40 200 CLEAR SQUARE SIEVE OPENING U.S. STANDARD SIEVE SIZE ADDITIONAL TESTS (OTHER THAN BORING LOG COLUMN HEADINGS) MAX-Maximum Dry Density PM-Permeability PP-Pocket Penetrometer GS-Grain Size Distribution SG-Specific Gravity WA-Wash Analysis SE-Sand Equivalent HA-Hydrometer Analysis OS-Direct Shear El-Expansion Index AL-Atterberg Limits UC-Unconfined Compression CHM-Sulfate and Chloride RV-R-Value MD-Moisture/Density Content, pH, Resistivity CN-Consolidation I FIGURE: BL 1 I I I I I I I I I I I I I I I I I I I CLIENT/PROJECT: CTE JOB NUMBER: LOGGED BY: DRILLER: .Ill Q. GI G:' cP' ffi ~ 8 (.) GI e:.. GI C/J I- I:!:, LI. ~ -~ 00 .c .... C C Q, = -~ GI GI iii Q Q ::, -~ C1'l Q Q -o -~~ - -- ----- --X ----5-,. -- ~ --...... -- --lo- --10-" ... -- --'-- I ---..... --- -15- --· -- ---.,... -- -- -20- CONSTRUCTION TESTING AND ENGINEERING, INC. TEST BORING RECORD SHEET: of DRILLING DATE: ELEVATION: DRILLING METHOD: .8 BORING LEGEND ~ ~ -E iv ! > C to co . 9 ::, 0 .... .c ·-. .... ('? :t:: ell • a. . "O I-·o (.) !! Ji :E (!) DESCRIPTION (D ::::, Block or Chunk Sample -.. Bulk Sample Thin Walled Army Corp. of Engineers Sampler Standard Penetration Test Modified Split-Barrel Drive Sampler (Cal Sampler) _!_ ~ Groundwater Table -...... ---~ I--------------- -Formation Change (Approximate boundary between soil types) jFIGURE: BL2 I I I I I I I I I I I I I I I I I I I I Date observed: Logged by: D s B u e 0 1 n ~ i 0 d 1 w i h s s C t ~ 1 ~ u a r e s 0 b e s 0 e t t d 0 - -SM - - 5 - - - - - 10 - - -,. - - 15- -- - - 20- -- - - 25- - - - - 30- - - -- 35- - - - - 40 --- JOB NO: 101019 CONSTRUCTION TESTING & ENGINEERING, INC. 12-16-94 Method of drilling: 411 Solid Flight Auger SC Elevation: Location: Lot 9 B M D u 0 r 1 i y BORING No. Bl k s t D s u e a r n m e s ~ i % t Description Soil Test e y SANTIAGO FORMATION Light gray brown SILTY SAND fine grained, minor shell fragments, slightly moist, -medium dense, minor organics .. upper 6 11 -12 11 @ 6.0' becomes medium dense to dense Total Depth 10.0' LOG OF BORING FIGURE: Bl BORE-LOG.PRM I I I I I I I I I I I I I I I I I I I Date observed: Logged by: D s B u e 0 1 n ~ i 0 d 1 w i h s s C t ~ 1 ~ u a r e s 0 b e s 0 e t t d 0 - - -SC - 5 - --- 10- - -.. - - 15---- - 20- -- - - 25- ---- 30- - - - - 35- - - - - 40- - - JOB NO: 101019 CONSTRUCTION TESTING & ENGINEERING, INC. 12-16-94 Method of drilling: 411 Solid Flight Auger SC Elevation: Location: Lot 9 B M D u 0 r 1 i y BORING No. B2 k s t D s u e a r n m e s ~ i 9.-t Description Soil Test 0 e y FILL Dark brown fine CLAYEY SAND moist, medium dense with abundant fragments of cemented -~ands tone - Total Depth 5.-0' Refusal on sandstone fragment LOG OF BORING FIGURE: B2 BORE-LOG. FRM I I I I I I I I I I I I I I I I I Date observed: Logged by: D s B u e 0 1 n ~ i 0 d 1 w i h s s C t ~ 1 ~ u a r e s 0 b e s 0 e t t d 0 - -SC -CL - 5 - - -- 10- - -,. - - 15- - -- - 20- - - - - 25- - - - - 30- - - - - 35- - - - - 40- - - CONSTRUCTION TESTING & ENGINEERING, INC. 12-16-94 Method of drilling: 4" Solid Flight Auger Lot 9 SC Elevation: Location: B u 1 k s a m ~ e [X [X M 0 i s t u r e % D r y D e n ~ 1 t y BORING No. B3 Description FILL Dark brown fine SANDY CLAY- CLAYEY SAND, slightly moist, medium dense to dense, abundant rootlets in upper 1 1 chunks of cemented sandstone \ encountered light gray-red brown mottled II Soil Test Sieve R-Value Expansion Index Refusal on sandstone fragment 5.0' 101019 I l=====!!:=~=:==:!::=~:::::!============I LOG OF BORING FIGURE, B3 JOB NO: BORE-LOG.PRM I I I I I I I I I I I I I I I I I I I I APPENDIX C LABORATORY TESTING Laboratory Testing Program Laboratory tests were performed on representative soi'l samples to determine their relative engineering properties. Tests were performed in accordance with test methods of the American Society for Testing Materials (ASTM) or other accepted standards. The following presents a brief description of the various test methods used. · Classification Soils were classified visually according to the Unified Soil Classification System. Visual classifications were supplemented by laboratory testing~ of selected samples in accordance with ASTM D2487. The soil classifibations are shown on the Boring Logs. Particle Size Analysis Particle Size Analyses were performed on selected representative samples in accordance with ASTM D422. .. Expansion Index Expansion index tests were performed on representative samples of the on-site soils, remolded and surcharged to 144 pounds per square foot in accordance with the Uniform Building Code Standard No. 29-2. R-Value The resistance "R" -value was determined by the California Materials Method No. 3 01 for representative subbase soils. Samples were prepared and exudation pressure and "R"-value determined. The graphically determined "R"-value at exudation pressure of 300 psi is the value used for pavement section calculation. Direct Shear Undisturbed saturated samples of in-place soil were subjected to controlled normal loading to determine shearing strength and cohesive properties. ------------------- CONSTRUCTION TESTING & ENGINEERING, INC . .. U;S. STANDARD SIEVE SIZE = = = = =..,, = ~~~ C> C> """ <O C, C> C> C> c--...i-_,...., -r-,r:, ro ~ ,..., LO ~ N 100 -...... ---~ j"'-., • I'-... 90 \ 80 \ 70 \ (..'.) 60 :z: \ (/") (/") ~ ' 0.... 1--50 ' :z: ts " 0::: ' w 40 0.... 30 20 10 0 100 10 1 0.1 0.01 0.001 PARTICLE SIZE (mm) BORING NO. DEPTH (FEET) SYMBOL LIQUID LIMIT (%) PLASTICITY INDEX CLASSIFICATION B3 -1 --SM-SC JOB NO. 101019 PARTICLE SIZE ANALYSIS FIGURE: C1 I I I I I I I I I I I I I I I I I I I .. LOCATION 83 LOCATION 83 JOB No.101019 EXPANSION POTENTIAL (UBC 29-2) DEPTH -1 FT RESISTANCE 'R' VALUE (CA 301) DEPTH -1 FT EXPANSION POTENTIAL MEDIUM (El=71) 'R' VALUE 15 FIGURE: C2 I I I I I I I I I I I I I I I I I I I II II 6000 5000 4000 ~ z. ~ 3000 (./) §@ 35. :::i:: (/) 2000 1000 0 Boring No. B-3 JOB NO. CONSTRUCTION TESTING & ENGINEERING, INC. II V V / / 1/ / V 0 1000 2000 3000 4000 5000 6000 NORMAL LOAD (PSF) Depth {ft) Cohesion Angle of Friction Sample Description 2 to 3 300 32° 101019 II SHEARING STRENGTH TEST II FIGURE: C3 II I I I I I I I I I I I I I I I I I I I CoNSTRUCTION TESTING & ENGINEERING, INC. t N l SOURCE: THOMAS BROTHERS MAPS 1994 SAN DIEGO EDITION 30 SITE LOCATION MAP PROPOSED COMMERCIAL DEVELOPMENT LOT 9, CARLSBAD OAKS BUSINESS CENTER CARLSBAD CALIFORNIA JOB NUMBER: 101019 DATE: 12/94 FIGURE: 1 I I I ! ~~_,/' I I I I I I I I I I I I I I I I I PROPOSED PARKING/DRIVE AREA -$- 82 .. PROPOSED BUILDING ----FIL1=.--______ CUT -- I I 83 / ,_ ......--, I / I .• 81 _JJ -- NO SCALE CONSTRUCTION TESTING & ENGINEERING, INC. ( ~ ~ ~ er ~ 0 ..J LEGEND OF SYMBOLS ., -$-APPROXIMATE BORING LOCATION / -..J' CUT/FILL TRANSITION BORING LOCATION AND SITE PLAN PROPOSED COMMERCIAL DEVELOPMENT LOT 9, CARLSBAD OAKS BUSINESS CENTER CARLSBAD, CALIFORNIA JOB NUMBER: 101019 I l)l\TE: 12/94 I FIGURE: 2 TO NON-RESIDENTIAL LAND OWNER: PLEASE READ THIS OPTION AGREEMENT CAREFULLY AND BE SURE YOU THOROUGHLY UNDERSTAND THE OPTIONS BEFORE SIGNING. THE OPTION YOU CHOOSE WILL AFFECT YOUR PAYMENT OF THE DEVELOPED SPECIAL TAX ASSESSED ON YOUR PROPERTY. THIS OPTION IS AVAILABLE ONLY AT THE TIME OF BUILDING PERMIT ISSUANCE. PROPERTY OWNER SIGNATURE IS REQUI_RED BEFORE A B,UILDING PERMIT WILL BE ISSUED. :f e. ff t-\AM-AN I\J L.l l.{0 ~ 7 <-rz .. ~ Name of Owner Telephone Lf 1 ( w. (b r-ADl f Aire_ Address "2..1 G "L Lo be.f.L A-uQ_ wo.t_-\-" Project Address Carlsbad , CA City State Zip Code City State Zip Code Assessor's Parcel Number, or APN and Lot Number. Building Permit # P-s cited by Ordinance No. NS-155 an·d adopted by the City Council of the City of Carlsbad, California, the City is authorized to levy a Special Tax in Community ·Facilities District No. 1. All Non-Residential Property, upon the issuance of the first building permit shall have the option to (1) pay the SPECIAL DEVELOPMENT TAX - ONE-TIME or (2) assume the ANNUAL SPECIAL TAX -DEVELOPED PROPERTY for a period not to exceed twenty-five (25) years. Please indicate your choice by signing below: ID HEREBY ERTIFY UNDER PENALTY OF PERJURY THAT THE UNDERSIGNED· IS THE PROPERTY OWNER OF THE SUBJECT PROPERTY AND THAT I UNDERSTAND AND WILL COMPLY WITH THE PROVISION AS STATED ABOVE. Option (1): I elect to pay the SPECIAL DEVELOPMENT TAX now, as a ONE-TIME payment. Amount of One-Time Special Tax:$ 93 .. 3c;0, 11 I Signature of Owner of Land Date Option (2): I elect to pay the SPECIAL DEVELOPMENT TAX ANNUALLY for a period not to exceed twenty-five (25) years. Maximum Annual Special Tax: $---:---=----;,"- The City of Carlsbad has not independently verified the information provided by you or the developer upon your behalf. Tf:ierefore, we accept no responsibility as to the accuracy or completeness of this information. NON --RESIDENTIAL CERTIFICATION OF COMPLIANCE CITY OF CARLSBAD Plan Check No. '1S-.... lb DEVELOPMEN.T PROCESSING SERVICES DIVISION 2075 LAS PALMAS DR., CARLSBAD, CA 92009 (619) 438-1161 This form shall be used to determine the amount of school fees for a project and to verify that the project applicant has complied with the school fee requirements. No building permits for the projects shall be issued until the certification is signed by the appropriate school district and returned to the City of Carlsbad Building Department. SCHOOL DISTRICT: Carlsbad Unified ---. 801 Pine Avenue Carlsbad, CA 9·2009 (434-0610) Encinitas Union . · -· -· ·101 South Rancho Santa Fe Rd •. Encinitas, CA.: 92024 .( 619) 9lf,4-g300. Project Applicant: er-~c~ S {-e1"' d ~A-6e-L Project Address: ·z_ ·1 ~ 2-Lo k::erz_ A,u-e_ San Marcos Unified --·1290 West San Marcos Blvd • San Marcos, CA 92024 (744-4776) __ San Dieguito Union High School 710 Encinitas Boulevard Encinitas, CA 92024 (753-6491) APN: ZEi.._ -O'S' I -O'i'OO RESIDENTIAL: SQ. FT. of living area number of dwelling units ----------- SQ. FT. of covered area ____ SQ. FT. of garage area _____ _ COMMERCIA.L/INDUSTRhAL: S,flf'iTT· AREA'-\ \1(;25 Prepared by M__~ ~ Date _l_/ ___ 1_1_(_0_~ ...... :-------- . FEE CERTIFICATION (To be completed by the School District) __ V_Applicant has complied with fee requirement under Government Code 53080 ---Project is subject to an existing fee agreement ---Project is exempt from Government Code 53089 Final Map approval and construction started before September 1, 1986. ---(other school fees paid) Other Residential Fee Levied: $ based on sq. ft. @ ----------------------- Comm/ I ndust Fee sq. ft. @ ____ ,__ _____ _ Levied:$ l \) (; S -s-based on 4\1 u1 ~ ~ -\\5 ~& ~-t0s--~ , Title ~Re1" ll}i't A~{g~6 and SB 201 fees are capped at .$"~. ?.?-·per square foot for residential. AB 2926 is capped at . 28 per square foot for commercial /industrial. CITY OF CARLSBAD -COMMUNITY FACILITIES DISTRICT NO. 1 SPECIAL TAX CALCULATION WORKSHEET FOR THE DEVELOPMENT OF NON-RESIDENTIAL PROPERTY •• PLEASE PRINT •• ONE PER EACH BUILDING PERMIT ••• BUILDING INITIALS: PL.ANNING INITIALS:-::~ ENGINEERING INITIALS: __________________ _ FINANCE INITIALS: __________________ _ FINAL: DRAFT: __________________ _ ------------------- REQUIRED INFORMATION• BUILDING: C{s· U.3:. A) PLAN CHECK NUMBER ANO/OR BUILDING PERMIT NUMBER: B) PROPERTY OWNER(S) AS LISTED ON TITLE: 1-\. i,q 1M. A-f'-\ r--1 JQ_f"t . C) ASSESSOR'S PARCEL NUMBER (S) OR APN ANO LOT NO'S FROM RECOROEO FINAL MAP: 7_c,9, c,~t. 09'60 0) DESCRIPTION OF WORK: '-( \ ~ '2-(° f6" sle..l\. ~\J, l~V'\(" ' PLANNING: 5/ 7 / 1 I E) CATE OF INITIAL PARTICIPATION IN CFO: F) GENERAL PLAN OESIGNATION(S): (BOXES PROVIDE FOR THREE DIFFERENT USES, EXPAND AS REQUIRED.) t:__a Pl IF2) IF3)_ G) NET OEVELOPABLE ACREAGE THAT WILL REMAIN BY GENERAL PLAN USE AFTER THE STRUCTURE(S) IS BUILT: I G1) z .. ·q1 Acvf.,S AdG2) AdG3) AC H) TYPE OF LANO USE CREATED BY THE ISSUANCE OF THE BUILDING PERMIT: (FROM SPECIAL TAX TABLE) j H1W Dvsitz.114L PA-lt..k.. I H2) ENGINEERING: I) SQUARE FEET OF BUILDING PER USE INDICATED IN (H) ABOVE: !'1 > q'/6 }-{;( SQFl 2 > J) IMPROVEMENT AREA (CHECK ONE): / I H3) 113) sad WITHIN THE BTO -IMPROVEMENT AREA I ( v') OUTSIDE THE BTO -IMPROVEMENT AREA II ( . 1.,,,.¥0 . K) LEGAL O~PTION: (REQUIRED ONLY WHEN G ABOVE IS Z~RO(O},l, ,..-"1 M,,'1-f I · . . PARCEL ~(CIRCLE ONE) _o_7-__ OF PARCEL MAP _<;_±_1:_!._:_~_k-IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, FILED IN THE OFFICE OF THE SAN OIEGO COUNTY RECORDER ON __ ;J:Jlj_'{-----__ j_fe.,.., ____ _j_:1/£. (IF THE ABOVE IS NOT ADEQUATE A FULL LEGAL DESCRIPTION MUST BE ATTACH EC.) j BUILDING: FINANCIAL PORTION TO BE FILLED OUT BY MIKE PETERSON OR FAX TO BARBARA HALE 298-3783 FINANCE: L) SPECIAL DEVELOPMENT TAX -ONE-TIME, RATE PER SQUARE FOOT:(FROM SPECIAL TAX TABLE.) I ~1) ,~2) ,~3) M) SPECIAL TAX -ONE-TIME (Ix L): It> 1:2) 1:3) OBLIGATION FOR UPCOMING YEAR: IF THE PARCEL IS ISSUED A BUILDING PERMIT BETWEE.N MARCH 2NO ANO JUNE 30TH, AN OBLIGATION FOR THE UPCOMING YEAR'IS CREATED ANO WILL BE LEVIEO IN THE FOLLOWING FISCAL YEAR. :::,,., .. :·.,: -':.·TOT Alf PAYOFF ·oPTION·t:·:. · .. ·':,:": ... llsuM OF (Ml ABOVE. THE SPECIAL TAX LIEN oN THIS PROPERTY, WHEN_ CHOSING OPTION 1, WILL BE RELEASED WHEN ALL OUTSTANOING OBLIGATIONS' HAVE BEEN PAID IN FULL. IF THERE IS A OBLIGATION FOR THE UPCOMING YEAR, UNOEVELo'PEO SPECIAL TAX WILL BE LEVIED IN THE UPCOMING FISCAL YEAR, AFTER PAYMENT OF WHICH THE LIEN WILL BE RELEASED. IF THERE IS ONLY THE CURRENT YEAR'S OBLIGATION OUTSTANDING, THE LIEN IS RELEASED WHEN BOTH INSTALLMENTS H_AVE BEEN PAID. "OPTION 1: $ DISTRIBUTION OF PAYOFF: ACCOUNT NO. 430-810-1340-8032 ,•' ::··,,_:·, .. ,,.,f,:.'PASS'.THRU..OPTION-2:·-,.,,.:'·;,,-'i,/,':,·::' llsuM OF (Ml ABOVE TIMES 13.81". THE AMOUNT SHOWN IS THE MAXIMUM ANNUAL SPECIAL TAX LEVIEO FOR A PERICO OF TWENTY-FIVE (215) YEARS, IF THERE IS AN OBLIGATION FOR THE UNPCOMING YEAR, THE SQF UPCOMING YEAR'S TAXES WILL REFLECT THE OBLIGATION OF UNOEVELOPEO LANO TAX. THE TWENTY-FIVE YEAR ANNUAL SPECIAL TAX WOULD BEGIN IN THE FOLLOWING FISCAL YEAR. DISTRIBUTION: A COPY OF: FINAL CALCULATION SHEET, BUILDING PERMIT, ANO SIGNED CERTIFICATE . A COPY OF: FINAL CALCULATION SHEET, BUILDING PERMIT, ANO SIGNED CERTIFICATE A COPY OF: FINAL CALCULATION SHEET, ANO SIGN!m CERTIFICATE ALL ORleGINALS FEBRUARY 10, 1994 "OPTION 2: $ CFO NO. 1 INCOMING BOX FINANCE (HELGA) PROPERTY OWNER BUILDING PERMIT FILE VALID UNTIL ___________ _ I I 01/23/95 14:15 '5'619 431 1601 Post-It"' brand fax transmittal memo 7671 ft of pa9es • Pho~e# CMWD .Mir .. r,1 i, . (! LJ '' I ·----'--!,..,. .... : .. ,_ ,_.,_ I 8 1995 +·H LAS PALM 141001/001 __ Jvl@)Cif L_WATER DISTRICT . , BUSINESS NAME. ____ /6.;_':fh11..;....,,..,a,.;,.!W..:.;;;;,... D _____ ?4ci-f...::;;,,,,r.~L...:7r.L,___ _________ ~---- SITE ADDRESS 1-. "7 b "l. kD lf..1:: t? ,4 V ft., C l/V'fi;-5r, CONTACT PERSON (at business) ___ J=a=:rr__,_____Jf?im~i.c.:;J..IM:C..ll..,,.,.rJ' _____________ _ PHONE NUMBER 4?<2-74:?f Type of Business {check all that apply) 0 Agricultural D Go-1ernment D Assembly D Laboratory D Automotive D Laundry D Chemical Handling D Manufacturing D Electronics D Medical D Food D Metal Work D Office D Photo Lab D Retail D· service Station Wwarehouse 00ther ______ _ DESCRIBE WASTE OTHER THAN DOMESTIC (Chemicals, Particulates, etc.)_ .... tV;...._M.._._ _________ _ DESCRIBE BUSINESS ACTIVITY: ___ $"'"flt£-kt.~_,,...,_ __ f2.,""'1"'"»c....,,:L::.4,a=;"'-i;,j,•6_.------------ GENERAL DESCRIPTION OF ONSITE WAST[!'ATER PROCESSING: (~hemieal & physical characteristics)_ Is busin.ess presently in operation at site? D YES tx'No Has Wastewater Discharge Permit been applied fofthr~ugh the Encina Water Authority? 0 YES ~ NO Applicant's Name MIMArYN ~$21-7, litle d°k)~ Phone w-74'?? Please Print ~ncy;~z;tr:::::::;:~k~NI~ S1gnatur _ ___ _ _ __ _ Date /. / 7· 9 :::;- . ( t:J • .,• / ' _;? _C} :.--" -~'-?-. ~ 0at• /'/2 '/S sign ureof cityAlepresativ ' r,i( EXEMPT-rf>v Ji(}4U( ~ -/1?-z.;;_;p ff ~~/&"'~ A2-3/ /. ..z-_ fl' NOT EXEMPT Date forwarded to Encina. _____ ......__ __ _ P:'\DOCSVIJSFCIRIIS\FIIIIIXIIK5 REY. 2/10/92 :: . r ·~t:lzard4ous Materials SAN DIEGO REGIONAL-. i .. ~0 HAZARDOUS MATERIALS QUESTIONNAIRE Management Division • Pll1Jtlll C111111. llffllt CIIITY 8' UI m1111 Business Name Contact Parson Telephone LAURA WEBB ( 619) 431-191 9 Mailing Address Cc -·• ou; City State Zip Plan Filal 1949 PALOMAR OAKS WAY, CARISBAD CA 92009-1307 Site Address City State Zip Plan Filel ~1(ei1}--Loker Avenue, Nearest cross street: Palomar Airport Rd & Fuerte ::>ART I: FIRE DEPARTMENT· HAZARDOUS MATERIALS MANA.GEMENT DIVISION: OCCUPANCY CLASSIFICATION indicate by circling the item, whether your businast will use, process, or store any of the following hazardous materials. If any of the items are circled, applicant must contact tho Fire Protection Agency with jurisdiction prior to plan submittal. 1. Explosive or Blasting Agents 4. Flammable Solids 7. Pyrophorics 10. Cryogenics 13. Corrosives . Compressed Gases Mlt Air 5. Organic Peroxides 8. Unstable Reactivits 11. Highly-Toxic or Toxic Materials 1 4. Other Health Hazards 3· Flammable or Combustible Uquids 9. Oxidizers . 9. Water RoactivH 12. Radioectivaa PART II: COUNTY OF SAN DIEGO HEAL TH· DEPARTMENT· HAZARDOUS MATERIALS MANAGEMENT DIVISION: CONTINGENCY PLAN RE.YJ.sW: . · . ;f th~ answ1:ir to any of tho quHtiOO• i, Y6i, ap;:,lic&nt must cont&;;t th;; Count'-; of $i;::, Ol;i~ l{=:;;r~w= M;;t!iriols Mcr.;;-;omont D1v1sion, 1255 Imperial Avenue, 3rd Floor, San Oiago, CA 92186-5261. Telephone (519) 338-2222 prior to the i11uanca of a oulid1ng permit. FEES MAY BE REQUIREO Yes No 1.-CJ 2 .• CJ 3.c::Jm 4.CJ. s.o. Is your busineH listed on the reverse licle of this form? Will your business dispoH of Hazerdoua SubstancH or Medical Waste in any amount? Will your business store or handle ·Hazardous Substances in quantities. equal to or greater than 55 gallom, 500 pounds, 200 cubic fHt or carcinogens/reproductive toxins in any quantity? · Will your business UH an existing or install an underground storage tank? Will your business store or handle Acutely Hazardous Materials? PART Ill: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT OFFICE USE ONLY D RMPP Exempt I Date Initials D RMPP Required Date Initials D RMPP Completec Date initials If the answer to any of the quHtions is yes, applicant must contact the Air Pollution Control District, 9150 Chesapeake Drive, San Diego. CA 92123. Telephone (619) 694-3307 prior to the issuance of a building permit. YES NO 1 . D -Will the intended occupant install or UH any of th• equipment listed on the Uating of Air Pollution Control District Permit Categories, on the reverse side of this forml i '''.\ no. 011 ~J J ~" 2. 0 c::J (ANSWER ONLY IF QUESTION 1 IS YES.) Will the subject facility be located within.1,000 feet of"tnw,outcrt boundary of a school (K throiiQh 1 2) as listed in the current Directory of School and Convnunity College Ciatricts, publiahad by the Sa"1_qi~ County Offiq'9M~Catj_9l[l~ the current California Private School Directory, compilad in accordance with proviliona of Educa · ~ ~~4 .• •. [) • • 1907 _1 · --d: 'I .;0 -,=,. u11ness act1111ty: CHECK WE ARE THE MANUFACTURER OF AU'IDMATED FLUID DISPENSING SYSTFMS. $:120 .. Qi[ Name of Owner or Authorized Agent: · · LAURA -WEBB ,-::aux;. (X)ORDINA'IDR Signaturl! of 0 and. correct. Do not write enalty of perjury that to the beat of my knowledge and belief the responses made herein aro true Cate: / /-3 0-1'-/ FIRE DEPARTMENT OCCUPANCY CLASSIFICATION:. _____________________________ _ BY: _____________________________________ Cate: ________________ _ EXEMPT ""°M PEIIMIT "EQUl,.atENTI COUNTY-HMMC EnvirCIIIIIICllW Hcaltll Scrvica DHS:HM-9171 (6/92) APCC . APCD ~vm FOIi OCCUPANCY COUNTY·HMMC APCO COUDty of Saa Diqc [)q,uuDmt of Hc:aldl SCl"ticc: I I j I I ,, B U I L D I N G P E R M I T PCR No: PCR95051 Project No: A9500805 Development No: 10/12/95 13:54 Page 1 of 1 Suite: Lot#: 09 Job Address: 2762 LOKER AV WEST Permit Type: PLAN CHECK REVISION Parcel No: 209-081-09-00 Valuation: O Occupancy Group: Construction Type: VN Reference#: Status: ISSUED Description: NOT SURE Appl/Ownr : BRUCE STEINGRABER 24212 SARGENT ROAD RAMONA, CA. 92065 \ \ ---~;~~:/,,,// lNCC~l-'0::t,~-tEO 1452 ./ ~< !/ ,:·_~:-: .-<·--, ', '1 CITY OF CARLSBAD 619 440-7424 / ·,...._ / / 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 Applied: 10/11/95 Apr/Issue: 10/12/95 Entered By: DC I EsGil Corporation Professiona{ Pfan !/(f-view 'Engineers DATE: October 11, 1995 JURISDICTION: Carlsbad PLAN CHECK NO.: 95-550 Rev No. 1 PROJECT ADDRESS: 2762 Loker Avenue PROJECT NAME: Asymtek SET: II D FILE T D FIRE R VIEWER a The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's ********~** codes. D The plans transmitted herewith will substantially comply with the jurisdiction's ********** codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: • Esgil Corporation staff did not advise the applicant that the plan check has been completed. D Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Date contacted: (by: ) Telephone#: D REMARKS: By: Abe Doliente Enclosures: Esgil Corporation 0 GA 0 CM D GP D PC 10/10/95 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 ,..,. EsGil Corporation Professional Plan Review Engineers DATE: September 19, 1995 JURISDICTION: Carlsbad PLAN CHECK NQ.: 95-550 Rev No. 1 PROJECT ADDRESS: 2762 Loker Avenue PROJECT NAME: Asymtek SET:I CJ FIRE AN REVIEWER CJ FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's *********** codes. D The plans transmitted herewith will substantially comply with the jurisdiction's ********** codes when minor deficiencies identified below are resolved and checked by building department staff. D 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 for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. • The applicant's copy of the check list has been sent to: Bruce Steingraber 24212 Sargeant Road, Ramona, CA 92065 • Esgil Corporation staff did not advise the applicant that the plan check has been completed. D Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Date contacted: (by: ) Telephone#: • REMARKS: Authoriztion to plan check this revision was obtained by telephone call with Raenette on September 13, 1995. By: Abe Doliente Enclosures: Esgil Corporation • GA O CM O GP O PC 9/13/95 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 Carlsbad 95-550 Rev No. 1 September 19, 1995 GENERAL PLAN CORRECTION LIST JURISDICTION: Carlsbad PROJECT ADDRESS: 2762 Loker Avenue DATE PLAN RECEIVED BY ESGIL CORPORATION: 9/13/95 REVIEWED BY: Abe Doliente FOREWORD (PLEASE READ): PLAN CHECK NO.: 95-550 Rev No. 1 DATE REVIEW COMPLETED: September 19, 1995 This plan review is limited to the 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 disabled access. This plan review is based on regulations enforced by the Building Department. You may. have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303 (c), 1991 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. 1. Please make all corrections on the original tracings and submit two new sets of prints to: ESGIL CORPORATION. 2. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. 3. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? D Yes D No 4. Check final sets of plans for signatures. 5. Detail 9 on sheet T-5 is no a one hour fire rated assembly. Revise detail to comply. 6. Please refer to the following corrections for plumbing, mechanical and energy corrections. Carlsbad 95-550 Rev No. 1 September 19, 1995 PLUMBING, MECHANICAL AND· ENERGY CORRECTIONS PLAN REVIEWER: Glen Adamek PLUMBING (UNIFORM PLUMBING CODE) 7. The floor plan on sheet P-1 does not match the revised sheet T-2 floor plan. Please correct. MECHANICAL (UNIFORM MECHANICAL CODE) 8. The floor plan on sheet M-2 does not match the revised sheet T-2 floor plan. Please correct. 9. Provide smoke detection in both supply and return air ducts for required automatic shut-off controls as per UMC, Section 1009. Correct note on sheet M-3. 10. Show the required fire dampers at duct openings into fire rated corridor. Lobby # 100. ENERGY CONSERVATION 11. The floor plan on sheet E-2 does not match the revised sheet T-2 floor plan. Please correct. 12. Provide revised lighting energy design LTG-forms, for the revised lighting design. 13. Provide automatic shut-off controls for lighting as per Title 24, Part 6, Section 131(d). 14. Show the daylit areas and required daylit area lighting controls for lighting in daylit areas. Title 24, Part 6, Section 131(c). 15. Show bi-level li~hting controls as per Title 24, Part 6, Section 131(b). 16. The corrected, completed and signed ENV-1, L TG-1, and MECH-1 forms must be imprinted on the plans. Note: If you have any questions regarding this plan review list please contact Glen Adamek at (619) 560-1468. To speed the review process, note on this list ( or a copy) where the corrected items have been addressed on the plans. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Abe Doliente at Esgil Corporation. ThanK you. Carlsbad 95-550 Rev No. 1 September 19, 1995 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PREPARED BY: Abe Doliente BUILDING ADDRESS: 2762 Loker Avenue BUILDING PORTION BUILDING AREA (sq. ft.) REVISION TO THE APPROVED SET OF Air Conditioning Fire Sprinklers TOTAL VALUE UBC Building Permit Fee: PLAN CHECK NO.: 95-550 Rev No. 1 DATE: September 19, 1995 BUILDING OCCUPANCY: B-2 TYPE OF CONSTRUCTION: V-N VALUATION VALUE MULTIPLIER ($) PLANS. . $ UBC Plan Check Fee: Hourly, 2 hours@87.15 X 1.25 Comments: ESGIL FEE= 0.80 X 217.85 = $ 174.30 $ 217.88 Sheet 1 of 1 valuefee.dot