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Home My WebLink About1960 KELLOGG AVE; ; CB042518; Permitvf.bbD. . 1 fr City of Carlsbad . rTf)f ~Vl, ~1635 Farada~ Av Carlsbad: CA 92008. 08-11-2004 U Commerc1al/lndustnal Permit Permit No: CB042518 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: 1960 KELLOGG AV CBAD Tl Sub Type: INDUST 0 NEW Parcel No: Valuation: Occupancy Group: 2120930100 $800,000.00 Lof#: Status: Construction Type: Applied: Reference #: Entered By: Project Title: FLOREXPO-INSTALL REFRIDGERATED COOLERS+ NEW WAREHOUSE OFFICES Plan Approved: Issued: Applicant: BOSZ ARCHITECTURE ONE DE FOREST 92620 949-262-1102 Building Permit Add'I Building Permit Fee Plan Check Add'I Plan Check Fee . Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'I Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'I Pot. Water Con. Fee Reel. Water Con. Fee Total Fees: . $6,620.46 $2,561.56 . $0.00 $1,665.01 $0.00 $0.00 $168.00 $0.00 $0'.00 $0.00 $0.00 $0.00 $0:00 $0.00 $6.oo $0.00 $0.00 $0.00 Inspect Area: Plan Check#: Owner: JORKEN LLC 1964 KELLOGG AVE CARLSBAD CA 92008 Meter Size Add'I Reel: Water Con. Fee Meter Fee SDCWAFee CFO P~yoff Fee PFF PFF (CFO Fund) License· Tax License Tax (CFD Fund) Traffic Impact Fee Traffic Impact (CFO Fund) PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Ma$ter Drainage Fee Sewer Fee Red~v Parking Fee Additional Fees . TOTAL RERMIT FEES Total Payments To Date: $1,665.01· Balance Due: ISSUED 06/23/2004 KMT 08/10/2004 08/11/2004 $0.00 $0.00 $0.00 $0.00 $889.00 $0.00 $0.00 $0.00 $650.00 $0.00 $41.00 $60.00 $57.50 $0.00 $528.39 $0.00 $0.00 $6,620.46 $4,955.45 8671 08/11/04 QOQ2 0.1. 06 WAiER 4955~45 lnspec;lor: ~ Clearance: ------ NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protestprocedures set forth in Government Code Section 66020(a), and file the protest and·any other required information with the City Manager for processing in accordance with,Carlsbad Municipal Code Section 3.32.030. Failure·to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the·specified fees/exactions.DOES NOT APPLY to water and sewer connection fees and capacity changes, nor pl~nning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any f x i n f w i h v r i i ii r hi r hi h h f limi i n ha r vi I h rwi run. urr1uc u.;ic unn .. 1 .,I ·,J ) 0~ LL( _ _,, PERMIT APPLICATION PLAN CHE! NO. f!_8o<{ ,;;J.57 8' Esr. v AL., ft e,o~t ot:1 o . Plan Ck. Deposit /1 ~, /; IP S: 0 I CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad CA 92008 Validated By ~ Date fa/J.3/0 'f { ..:. 1665 .. 01 Lega,I Descriptio'n LotNo. Subdivision Name/Number Unit No. Phase No. Total# of untts Assessor's Parcel # Name Address , . eity State/Zip Telephone# Fax# ~JllffiN.m (Sec. 7031.5 Business and Professions Code: Any Ctty or County which requires a permit. to ponstruct, 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, commending wtth Section 700<;) 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· plican for a permtt ubjects the applicant a civil penally f not more tfAn _!i~hul\dred doll2,!_S [$500 /1,A r ~ ~A~ro\ ~ j ~ Name Address City State Zip Designer Name --.J1I tfl. 1.,,,rt:t ' IA ~XI ,O;_ State License#_-= \:.!l_.!/._c;....,!e:,__.~'---::..&-1---H' ',.... I ·oOS ~ City State/Zip Workers' Compensation Declaration: I hereby affirm under penalty of. perjury one of the following declarations: CJ I-ha~e and will ·maintain a certificate of .consent to self-insure for-workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. CJ I have and will maintain worker's compensation, as.required by Section 3700 of the labor Code, for the performance of the work for which this permit is issued. My . worker's compensation Ins~ance carri8'and policviu1Tiber are:_/ Jv?, _ '7 /. / ,d \~lnsuraQce Qompany ~ ~(/P~iicy No. /3 0 SC/ f -I ( {/\~-~piration Date :J.LS: O~ //'\. (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS1FOR ONE HUNDRED DOLLARS [$100] oRiESS) · // CJ CERTIFICATE OF EXEMPTION: ·I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so-as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' colJ'4)ensation coverage is unlawful, and s_hall subject an elJ'4)Ioyer to criminal penalties and civil fines up to one hundred thousand dollars($100,000), In additi o the cost of ompensation, da·mage are provided for in Section.3706 of the Labor Code, interest and attorney'~fees •. /. ="SI~~~ . -. . ..--D"A'-.T-_~?Z I// a,y I h~reby-affirrn that I-am exempt from th!j! Contractor's License Lawfor the following reason: CJ I, as ·own·er of the property or my employees wtth wages as their sole compensation, will d the work and the structure is not intended or offered for sale {Sec. 7044, B_usiness 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 nave the burden of proving that he did not build or improve fpr the purpose of-sale). CJ 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 apf)ly .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). CJ I .am exempt under Section---~-----Bu_siness and-Professions Code for this reason:· 1. I personally plan to provide the major·labor-and-materials for·construction of the proposed property improvement. CJ YES CJ NO 2. ·1 (have/have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction 0nclude name/ address/ phone number/ contractors license number): 4. I plan to provide portions of the work, but l·have hired the following-person to coordinate, supervise and provide the major work (include name/ address/ phone number/ /ontractors license number):----~----'--'-'--------~-'--------------------------------- 5. I will provide some of the work, but. I have contracted (hired) the.following persons to provide the work indicated Qnclude name/ address/ phone number/ type of work): PROPERTY OWNER SIGNATURE ____ ~~---------------------DATE __________ _ ,. ' / /PERMIT APPLICATION -r ,,-.~ CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad CA 92008 Page 2 of 2 ~~~l!mP~t¥J~£ttUSl¾iiffl~~lffiPIFm~mtTifi.7!mlIT1t~iliiilitmlJllfflill!£d~illfil]}fDlifllfffflJIWB Is the-applicant or future building:occupant required to ~ubmit a business plan, acutely hazardous materials registration for or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? D YES D NO Is th!! applicant or future building occupant required to:obtain a permit from-1he air pollution control district or air quality management district? D YES D NO Is the facility to be constructed wtthin 1,000 feet of the outer boundary of a school site? D YES ·o NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE i~SUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. I hereby affirm that there is a construction-fending agency fonhe performance of the work for which this permit is issued (Sec. 3097(1) Civil·Code). LENDER'S NAME __________________ ~ LENDER'S-ADDRESS ______________ __,, ____ _ IIJIF.Ali!U:iCIUtT,'Cl;JmfflBJQH1~~]j£t~j:l!fil}Jtj!W~ID~mJllilffljj!IBJm~1;,m1:!J:i,~mmm1!,lltlltl!M~~:~j- f certify that 'f -have read the application and state that the· above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances 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 ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARl'/ILESS THE CITY OF CARLSBAD-AGAINST ALL LIABILITIES, JUDGEMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required i EXPIRATION: Every permtt issu(!d by such permit is not commenced the work is commenced for a perio Inspection List Permit#: CB042518 Type: n INDUST FLOREXPO-INSTALL REFRIDGERATED ~OOLERS+ NEW WAREHOUSE OFFICES Date Inspection Item Inspector Act Comments 12/21/2004 89 Final Combo 12/21/2004 89 Final Combo 12/16/2004 89 Final Combo TP AP 'RI TP CO SI REP/LTR FOR TRUSS BRACING. EXTENT VENT @ ROOF SCREEN GFI RECP.@ ROOF RI COM IN FRNT DOR & RECT WILL CALL DAVID ' 12/15/2004 89 Final Combo 11/04/2004 89 Final Combo 10/26/2004 24 Rough/fopout 10/26/2004 34 Rough Electric 10/25/2004 34 R9ugh Electric TP CO CORRIN/COMP., TCO TP CA WATER LNS. TP AP RACK 1 & H3 PNLS TP 10/19/2004 44 Rough/Ducts/Dampers TP 10/14/2004 17 Interior Lath/Drywall TP 10/14/2004 44 · Rough/Ducts/Dampers TP 10/13/2004 17 Interior Lath/Qrywall TP 10/13/2004 44 Rough/Ducts/Dampers TP 10/08/2004 14 Frame/Steel/Bolting/Weldin TP 10/08/2004 24 Rough/fopout TP 10/08/2004 34 Rough Electric fp 10/07/2004 14 Frame/Steel/Bolting/Weldin TP 10/07/2004 24 Rough/fopout 10/07/2004 34 Rough Electric 10/07/2004 44 Rough/Ducts/Dampers 09/17/2004 21 Underground/Under Floor 09/15/2004 12 Steel/Bond Beam 09/13/2004 11 Ftg/Foundation/Piers TP TP TP PD TP TP 09/13/2004 12 Steel/Bond Beam TP 09/1'3/2004 ~4 Frame/Steel/Bolting/Weldin TP 09/13i2004 21 Underground/Under Floor TP 09/13/2004 34 Rough Electric TP 09/09/2004 11 Ftg/Foundation/Piers 09/09/2004 12 Steel/Bond Beam 09/02/2004 24 Rough/fopout Wednesday, December 22, 2004 TP TP TP NS Pl AP co NR NR AP AP AP AP AP AP AP . AP AP AP AP _ WC PA WC NR NR NR OBSERVED REF. PIPING ON ROOF TRK LOUNGE, MANF. OFFICES CHILLER LNS ON ROOF TEST OK TRK LOUNGE, MANF. OFFICES CU. LOUNGE, MANF. OFFICES TRK LOUNGE, MANF. OFFICES T-CEIL CEIL LITES DUCTS, PLMNS COOl,.ER TOWER/CHILLER PIP WALLS COOLER/CHILLER EQUPT PAD SEE CARD, 4-8 LN NO APPROVED PLAN (GEN. PAD) Page 1 of 1 ,-Cb II Carlsbad · Final Building Inspection Dept: Building Engineering Planning CMWD St Lite cfir~ 'Plan Check #: Permit#; Project Name: Address: CB042518 FLOREXPO-INSTALL REFRIDGERATED COOLERS+ NEW WAREHOUSE OFFICES 1960 KELLOGG AV Contact Person: DAVID Phone: 7604450878 Water Dist: CA Sewer Dist: CA Date: 11/04/2004 Permit Type: Tl Sub Type: INDUST Lot: 0 ........................................................................................................................................................... -~:pecte~. ~ ~::ected: i..-----. Approved: ___ Disapproved: __ Inspected · Date By_: __________ Inspected: ----'-_ Approved: ___ Disapproved: __ Inspected Date By: Inspected: ______ Approved: __ _ Disapproved: __ ............................................................................................................................................................ · Comments: ___ __,.. ________________________________ _ -' City of C_arlsbad Bldg Inspection Request For: 12/21/2004 Permit# CB042518 Inspector Assignment: TP Title: FLOREXPO-INSTALL REFRIDGERATED Description: COOLERS+ NEW WAREHOUSE OFFICES Sub Type: INDUST --- Typ~: Tl Job Adc;f ress: Suite: Location: 1960 KELLOGG AV Lot 0 Phone: 7604450878 Inspector. .;:;!._ APPLICANT BOSZ ARCHITECTURE Owner: JORKEN LLC Remarks: Total Time: , CD DesGription 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Requested By: DAVE Entered By: CHRISTINE I Act Comment AL ± · Associated ·PCRs/CVs CV040164 UN FOUND Z-UNLA WFUL BlZ IN P-M ZONE; PCR0404.4 ISSUED FLOOR EXPO; REDUCE SJZE OF MEZZANINE PCR04175 ISSUED FLOREXPO-REVISE CONFIGURATION; OF HANDRAILS Inspection History Date Description 12/16/2004 89 Final Combo 11/04/2004 89 Final Combo 10/26/2004 24 Rol!gh/Topout ~0/26/2004 34 Rough_ Electric 10/25/2004 34 Rough Electric 10/19/2004 44 Rough/Ducts/Qampers 10/14/2004 17 Interior Lath/Drywall 10/14/2004 44 Rough/Ducts/Dampers 10/1;3/2004 17 Interior Lath/Drywall f0/13/2004 44 Rough/Ducts/Damp~rs 10/08/2004 14 Frame/Steel/Bolting/Welding 10/08/2004 . 24 Rough/Topout 10/08/2004 34 Rough Electric Act lnsp Qomments CO TP SI REP/L TR FOR TRUSS BRACING. EXTENT VENT @ ROOF SCREEN GFI RECP. @ ROOF co TP CORRIN/COMP., TCO CA TP WATERLNS. AP TP RACK 1 & H3 PNLS NS TP Pl· TP OBSERVED REF. PIPING ON ROOF AP TP TRK LOUNGE, MANF. OFFICES co TP CHILLER LNS ON ROOF TEST OK NR TP NR TP AP tP TAK LOUNGE, MANF. OFFICES AP TP CU. LOUNGE, MANF. OFFICES AP TP TRK LOUNGE, MANF. OFFICES -. / ALPHA 7· .... ,,. Alpha Electrical Service 14320 Iseli Rd. Santa Fe Springs, CA 90670 Phone 562-741-0704 ex.216 Fax No. 562-741-0713 City of Carl$bad Attn. Tim Phillips Mr. Phillips, This letter is addressing the field changes made to the feeder for the Refrigeration Rack RK1. The sizing of the feeders was specified for a 730 Amp load, When the equipment arrived on the job site the name plate rating was 601 Amps maximum fuse size. Our owner and engineer made the decision to change the 3 paraUel 300MCM CU. to 2-parallel 350MCM CU.from the 1000A. Disconnect switch to the Refrigeration Rack RK1, which allows 310 AMPS per phase for a total Arnpacity of 620 AMPS. This complies with the N.E.C. art. 430 for motor conductor protection and the revisions will be resubmitted through the City Department of BuUding and Safety for as built approval before final inspection. Signed; Mike Lewis Alpha electrical service Engineer Bl 1:0 39\;/d X\;/ .:I GNG \i'Hdl'v' ET.L0-T.vL-G99 0s:vr. v00G/9G/01 ._. / ALPHA E L E C T II I C I I fl, V I C E 14320 Iseli Rd. Santa Fe Springs, CA 90670 PO Box 766 La Mirada, CA 90637 phone (562) 741-0704 fax (562) 741~0712 To: Tim Philips, City of Carlsbad From: Tom Clarke Date: 10/22/04 , Pages: 1 Re: Flor Expo; Carlsbad CC: ' ··~ .~. DUrgent D For Review D Please Comment D Please Reply D Please Recycle Comments: Tim Philips, This is to inform you that Alpha Electric Services has installed switchgear and distribution panel board to Flor Expo facility and has torqued the equipment to manufactures specified requirements. 'If you have any questions, please give us a call. Thank you, Tom Clarke x210 'l ' INVOICE • -_, > C-1ksl-~~/:,..eA,L I w C., 3 '7 ~ ~( ~-t!E..cy C) \Je,t,;tt:,6)/A CtCr s)~ (!_jL. Cr 2_-:::,.~ I ' ~ '~·' , • •, I ' ' ·,;• ~ ,.··: -::: ,/· ,- • •••• 1 -~ .t_ ~;'I'\.../,,_ -,;:-. :, .'' .1. _ _._.:: •• .'· .. • I' ' . .'·!· ,' -. ::.,-:. ,. . -.. -~ . ~ -, ; ; ,-·, ........ ' . . ~·: '·:· . -· .. k:-.' . '.-. Bhada_ms NC2812 INVOICE SHIP TO: ,.--- .~~,f:~_; .lf .. C:.JC,t._, I , , ' : ~ ..'<'• ···::.: .. ~ ~IIVOl.11,UVI I II \, ~\ J . 39621 Diego Dr Temecula Ca 92591 Pag 619 979 7152 Fax 909 694 6094 .1 619 379 0735 Bobbv Mo~lnaer Inspection services • • ... .. ···-· -· k - NPEO~;~ ~NSPECTOR 0 TECHNICAN -~ ARCH'TEC.T AVAILABLE: SOIL REP0R"~(N) APPROVED PLAN~(N) SPECS(!!J(N) APPROVED SHOP DRAWING (Y) ('ll FOR.WEEK ENDING ENGINEER -----------'-------~~-~------1-RE'--P-OR_T_No _________ PG---,-~'--o-F_/ _______ 1 ---------------------1-PLA_N_F_1L_rn_o ________ ___,_l...,P~_,RM.,_.A ... N...,Oo'-<-/ _____ -z=S--..L7-'g'"'--__ ·/:1 ~()>H'!ACT0A su's-C0NTRACT0R 1NSPECTI0N. ADDRESS .s-~ p~~CT NAME t:) I I/ A -A _'4--../} ~ l<J 116,rJ.. r'O • /w;f.1..1'.bYI tdtl h.:t e.lL LL-Y REPORTING REQUTREMENTS: fCBO FIELD INSPE(:TfON MANUAL/JV!T-GL SOIL. MANUAL -,.. REVIEW PREVIOt:S REPORTS A:--.'D LISTS IF THERE IS NON-CONFORMING WORK'e,.T THE END OF THE WORK DAY, OR MISSING MTRS. AND RFIS. ETC.. FILL OUT AND ATTACH A DEFICIENCY REPORT WHEN A DEFICIENCY, YOURS OR A PREVIOUS INSPECTOR'S, JS CORRECTED. SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT A COPY WITH YOUR WEEK'S REPO~TS. MATERIALS USED BY'CONTAACTOR (INCLUDE RESEARCH REP!il~LNO. OR MATERIAL TEST R~RT~ . _ • . , ~ l"tl ra,,o1 _L.. (" tU\ A ....,, ,d A ~ ) CONTRACTORS EQUIPMENT! MANPOWER USED: STRUCTURAL NOTES. DETAIL: OR RFIS USED: REW.ORK AS PERCENT OF ALL WORK TODAY: PERCENIPROJ.ECT COMPLETION: WEATHER· SAMPLE$ TAKEN: TE'MPERATURE: TESTS REQUIRED· ,A ... SITE TIME START:~------'~'-~/--'--- LUNCH PERIOD: ----~/,._ __ _ // SITE TIME'FINISH: __ ~~r:=--'--1.~-1 - TRAVEL TIME:----~-----VERIFIED BY: This is to certify ~bove reported inspections, were made in accordance with the approved plans and specifications and the rules and regulations of the D~''""m o~n~ Services ( ,~._~,. w,~ penalty of perjury that I know the contents of these reports and that all of the above statements are true. , /_ / _/ ( ---J/L I q I (2 y J;"Vc:J $ 'c f-:J -Signa~ Date of feport ICBO Certification Number a , 'rt1 o ht JJ~ -eyL Print Name City I County Certification Number Rev· 7/97 • Cons-tructi.o.n Testi.ng & En·gi1neerh11g., h1e. 2414 Vineyarq Ave Escondido, CA 92029 (760} 746-4955 Fax:(760) 746-9806 REP.CRT OF COMPRE-S$1.0N TEST FOR CONORETlE CYLlM9ERS Sample Gr.oup # 6751.4 Project Name·· .Ghost Rider Misc. Lab Testing Praject No 1 Q,.6751 L C!ty-Projeet Address Geri. Contractor .NIA -------------------Engineer Bldg Permit No Gov't Con.tract # N/A -------- Sub-Contracter NIA ___; ____________ _ Arehitect ~N.;;;.·/;..;A ___________ _ Plan File No -------------- D SA/OS HP D --.------------- Sample Grou.p Data Report of CoQcrete Cylinders Measured Specified -.···-·----li!la~nt..~ ' ~ '' ~~--·-.8!ump -. ..(in.J.-.,,¾1;c-;,',":-"'"' .. -~ -····-·--- • • . Supplie.r/Plant Superior R~dy M~x . AirTemp (OF) NIA NIA Mix Number 867P Mix Temp (DF) NIA NIA Mi'X Description 3000 PSI Air·Content (%} .NIA NIA Mi;l(Design 3000 psi 20.7 MPa Fie1d. Unit Wt pcf N/A Req'ufrac;I Str.ength 3000 psi 20.7 MPa DryUnitWt pcf Truck Ho. 378 Ticket#: 186463 Age: 40 Min. Samples Matfe_ By: !3.obby Motsi~g~r Cement ·T;ype _11 ____ _ Sampte:Mark ______ Delivered-by ________ Dafe'ReQ'.d'in Lab 9/23/2004 Adn;iixture NIA NIA Gallcms of'Wc;1ter Adde.d _N_tA _____ l;>y N/A Specifi.clocation TANK STAND~1-960 I.El::LOOOE KeU.._CJbl,-Ag Special lnstr.uctions/Remarks 1@7, 2@28, 1,H. _ __.;;----=------------------------------------- Compressipn Laboratory Data Sample Lab No. Date ·Dimensions Test Area Max Load Compress.i:ve_ Strength Fraeture Age Tested Type. 7· 4A 9/30/2004 4x8 in 12.30.in2 53~834 lbs ·49$\J.psi 3Jil.2'MPa 0 28 48 1,0/1q}72004 4x8 in 12.30 in2 59,421 10s · 48@ilpsi 33.S.MPa C ,_' 28 4C 10/14/2004 4x8 in 12,30in2 60,846 lbs 4950psi 34.1 MPa C Gone.A Cone/Split B Cone/Shear C ShearD Columnar·E • Comments: 28 day test meets specifications: Sampling and testing conducted in accordance with ASTM Standard designations:C31, C39, C1064, C143, & 9172, DSA Approved Documents · ~------· Checked by: __________ Date:______ Reviewed by: {2,-,,,z,,t?;t';,.-~ v Date: 10/25/2004 Douglass Johnston. Lab Manager cc: Ghost Rider NIA NIA NIA NIA NIA NIA ' Inc. ... ,, .... • • "'t-: ..... """"•llililMZ111~:..-_. ~ • -·/ ' ..... ,. . 3W21 Diego Dr Temncula Ca 92591 Pag 619 979 7152. Fax 909 694:6094 • Gel 619 379 b1:\~ "'· '· ~--. • • Bobbv Motslnaw -lnspf'ctioll services AI/AILABLE: ! '~--~---JJ,Lj~~.:.lll--..!.!.!..)..:l:'.lo.:,,.:__~...c~'------------+-AP_•q_o_VE_o_P_LA_N-b~-------,---,--...-;,,--S-HO_P_D_RA_w_1N_G_(Y_) _(N_) ---11 r.-· ',\:-p-·1 q[PORT ND PG• Pt.AN FILE II , 1 NS?l'CT.ON-AOORESS RF:PO~TING 'R:EQU!REMENTS: ICBO FIEI:;D INSPECTION MANUAIJMTGL SOIL, MANUAL '.' REVTBW PREVIOUS REPORTS A!'l'ti L,ISTS' IF "."HERE IS NON-CONFORMING WORK:f.T THE END OF THE WORK_ DAY. OR MISSING MTRS. AND RBS.~--FILL OIJT AND-PcTTACH A,DEFIC!ENCY-REPORT 'l'HE,-: A J1EFlCIENCY. YOIJRS OR A PREVIOUS INSPECTOR'S. IS CORRECTED. SO NOTE ON THE ORIGTNACpEFJCIENCY REf!0RT AND Sl 'HMIT ,\ 'copy WITH YOUR WEEK'S REPORTS. ''.,'.,. YlTf~JALS !)5~0 1!Y CONTRACTO~ (INCLUDE RESEARCH RE' , T NO. OR MATERIAL TEST REPORTS)· P s7 Gd ,o -tf.L.'6.,p.,,(_.1 <j CCD-:vCvtdi 3 oagfif/ CONTRACTQRS EQUIPMENT I MAN"OWER USED' {, --. . lJ I (> R.tt= 0 A- ARF.A GlllO LINES. PIECES OSSER\IED: Caolrt-,;'1 STRUCTUIW. NOT!:$, DETAIL, OR REIS USED: WEATHER TEMPERATURE. SITE TIME ST~RT: __ -l'-A,11..-"-·-"-_._ ___ _ LUNCH PERIOD: ________ _ .~.: ~MPLESTAXEN: ...fi2' { . ·._;. ·. I\ "'. r C, \ ~ '-c '"'' t /Jt..1 ,~ • TcSTS REQUIRED ~ / SITE TIME FINISH:---'--.,,p.-dd:=--"-"---'-------,, >, TRAVSI. TIME:-------'---VERIFIED!!Y: ...,,..--------- tie abo ~ reported Inspections wer-e made in accordance with the approved plans anp -Sf3ecificatlons and the ruleS arul-regulations of the I ot perjury that I know the contents of these i;eports an'd that a'II \)f the above statements are tme. ·Sit /61Qt/ Date of Report ICBO Certification'Number . I ENTERPR/7.ES, LTD. JOB NUMB.ER JOB IDENTIFICATION GENERAL CONTRACTOR H.K. SOVINE PO BOX 550 WILDOMAR,CA 92595 951-672-5736 DEPT. OF BLDG./ SAFETY SPECIAJ. INSPECTOR'S REPORT BUILDING PERMIT LLC U!H,o ~ ADDRESS ~,. ~ ADDRESS ADDRESS -REQUIRED INSPECTION . . Q RE(NFORCED CONCRETE Q REINFORCED MASONRY Q PRESTRESSED CONCRETE Q SHOTCRETE 0'WELOING 0 HI-TENSiLE BOLTING 0 EPOXY INJECTION INSPECTION SUMMARY vS€-Ll>v'-9-k &. --~ ::e~ :;;'5?2<..>s.... ::;tS? e,E-. ~s.:\1"::$:: ~ . ~..3-$.~ 3S? IS FILED & STATES ABOVE WORK INSPECTED COMPLIES WITH SPECIFICATIONS, APPROVED PLANS & BUILDING CODES TO THE BEST OF HIS KNOWLEDGE. ATTORNEY'S FEES -IF ANY ACTION AT LAW OR IN EQUITY IS BROUGHT TO ENFORCE OR INTERPRET THE TERMS OF THIS CONTRACT, THE PREVAILING PARTY SHALL BE ENTITLED TO REASONABLE ATTORNEY'S FEES, COST AND NECESSARY DISBURSEMENTS IN ADDITION TO ANY OTHER RELIEF TO WHICH SUCH PARTY MAY BE ENTITLED. ALL INSPECTIONS BASED ON A4 HR MIN OVER 4 HRS AS WELLAS ANY-INSPECTION EXTENDING PAST THE NOON HR IS 8 HRS. IN ADDITION, OVER 8 HRS. AND SATURDAY WILL BE TIME AND A HALF. SUNDAYS DOUBLE TIME. HOLIDAYS TRIPLE TIME. PROJECT SUPERINTENDENT SAMPLES CONCRETE GROUT MORTAR BLOCK PRISMS .. '< ENTERPRIZES. LTD. H.K. SOVINE PO BOX 550 WILDOMAR,CA 92595 951-672-5736 DEPT. OF ·sLDG. / SAFETY SPECIAL INSPECTOR'S REPORT JOB NUMBER JOB IDENTIFICATION GEN~RALCONTRACTOR SUB-CONTRACTOR REQUIRED INSPECTION Q REINFORCED CONCRETE Q REINFORCED MASONRY ADDRESS ADDRESS Q 'PRESTRESSED CONCRETE Q SHOTCRETE lawELDING 0 HI-TENSILi: BOLTING Q EPOXY INJECTION INSPECTiON SUMMARY REGISTERED INSPECTO~ .$o.ti~ C8ii. I.D. # IS FILED & STATES ABOVE WORK INSPECTED COMPLIES WITH SPECIFICATIONS, APPROVED PLANS & BUILDING CODES TO THE BEST OF HIS KNOWLEDGE. ATTORNEY'S FEES -IF ANY ACTION AT LAW OR IN EQUITY IS BROUGHT TO ENFORCE OR INTERPRET THE TERMS OF THIS CONTRACT, THE PREVAILING PARTY SHALL BE ENTITLED TO REASONABLE ATTORNEY'S FEES, COST AND NECESSARY DISBURSEMENTS IN ADDITION TO ANY OTHER RELIEF TO WH!CH SUCH PARTY MAY BE ENTITLED. ALL INSPECTIONS BASED ON A4 HR MIN OVER 4 HRS ASWELLASANY INSPECTION EXTENDING PAST THE NOON HR IS 8 HRS. IN ADDITION, OVER 8 HRS.·AND SATURDAY WILL BE TIME AND A HALF. SUNDAYS DOUBLE TIME. HOLIDAYS TRIPLE TIME. ; I \ _ _,.APPROVED BY PROJECT SUPERINTENDENT SAMPLES CONCRETE GROUT MORTAR BLOCK PRISMS ., EN,TERPRIZES, LTD, H.K. SOV.INE PO BOX 550 WILDOMAR,CA 92595 951-672-5736 DEPT. OF BLDG. / SAFETY SPECl"L INSPECTOR'S 'REPORT JOB NUM13ER BUILDING PERMIT ·cystt: .. 2-J1\ &?'31e7 DATE ~-~'-ro<f:: JOB IDENTIFICATION GENERAL CONTRACTOR SUB,CONTRACJOR REQUIRED INSPECTION [l REINFORCED CONCRETE Q REINFORCED MASONRY [l PRESTRESSED CONCRETE [l HI-TENSILE BOLTING I INSPECTION SUMMARY C):L.cN::,~# ~µ. u_~~ ~ ~~~ ~~ : REGIST~Rl;:D INSPECTOR~ ~~e ~1 l;I), # [l SHOTCRETE efwELDING [l EPOXY INJECTION IS FILED & STATES ABOVE WORK INSPECTED COMPLIES wrtH SPECIFICATIONS, APPROVED PLANS & BUILDING CODES TO THE BEST OF HIS KNOWLEDGE. ATTORNEY'S FEES -IF ANY ACTION AT LAW OR IN EQUITY IS BROUGHT TO ENFORCE OR INTERPRET THE TERMS OF THIS CONTRACT, THE PREVAILING PARTY SHALL BE ENTITLED TO REASONABLE ATTORNEY'S FEES, COST AND NECESSARY DISBURSEMENTS IN ADDITION TO ANY OTHER RELIEF TO WHICH SUCH PARTY MAY BE ENTITLED. ALL INSPECTIONS BASED ON A4 HR MIN OVER 4 HRS AS WELL AS ANY INSPECTION EXTENDING PAST THE NOON HR IS 8 HRS. IN ADDITION, OVER 8 HRS. AND SATURDAY WILL BE TIME ANDA HALF. 'SUNDAYS DOUBLE TIME. HOLIDAYS TRIPLE TIME. ()PPROVED BY PROJECT SUPERINTENDENT SAMPLES CONCRETE GROUT MORTAR BLOCK PRISMS H.K. SOVINE PO BOX 550 WILDOMAR,CA 92595' 951-672-5736 DEPT. OF BLDG./ SAFETY C) ENTERPRIZ/iS, LTD. SPECIAL INSPECTOR'S REPORT JOB NUMBER BUILDING_PERMIT cZ.i; O"\:' .. V "1 L ~ Z,t'(.,, Z---DATE~~ l~~o JOB.IDENTIFICATION ~~ .· \, .. LC.. \i,,re....'l"> ADDRESS ~> GENERAL CONTRACTOR ·~ ~ ADDRESS . SUB-CONTRACTOR fu~ G__ ADDRESS REQUIRED INSPECTION . . . Q REINFORCED CONCRETE Q REINFORCED MASONRY Q PRESTRESSED CONCRETE Q. SHOTCRETE .12:(wELOING Q HI-TENSILE BOLTING Q EPOXY INJECTION INSPECTION SUMMARY ()--...------------------- ·-~ 6 V:::-2 ~)~ ·. ~ ~~~ ~~a--.t.,s «£ L'f:Y.~ ~ ~ ... E{, . t½-½I> ~ Gp,y)'«A.-s. w-. . -. rt (> "'=-"--:Z -\ REGISTEREDINSPECTOR ~~-~CJ!.t 1.D.# (Jp .. o/zeei:--s1GNA~~ IS FILED & STATES ABOVE WORK INSPECTED COMPLIES WITH SPECIFICATIONS, APPROVED PLANS & BUILDING CODES TO THE BEST OF .HIS KNOWLEDGE. ATTORNEY'S FEES -IF ANY ACTION AT LAW OR IN EQUITY IS·BROUGHTTO ENFORCE OR INTERPRET THE TERMS OF THIS CbNTRACT, THE .PREVAll:.ING PARTY SHALL BE ENTITLED TO REASONABLE ATTORNEY'S FEES, COST AND NECESSARY DISBURSEMENTS IN ADDITION TO ANY OTHER RELIEF TO WHICH SUCH PARTY MAY BE ENTITLED. ALL INSPECTIONS BASED ONA4 HR MIN OVER 4 HRS AS VVELLASANY INSPECTION ~NDING PASTTHE NOON HR IS 8 HRS. IN ADDillON, OVER 8 HRS.AND SA.TURDAY 'MLL BE TIME AND A HALF. SUNDAY'S DOUBLE TIME. HOLIDAYS TRIPLE TIME. ( . jPROVED BY PROJECT SUPERINTENDENT . SAMPLES CONCRl:Te GROUT MORTAR BLOCK PRISMS n ENTERPRIZES, I.TD. H.K. SOVI.NE PO BOX 550 WILDOMAR,CA 92595 951-672-5736 DEPT. OF BLDG./. SAFETY SPECIAL INSPECTOR'S REPORT JOB NUMBER JOB IDENTIFICATION BUILPING PERMIT . ~~ , "Z-L 1' t¢ t-"f"='t.DATE ~ ot-- GENERAL CONTRACTOR SUB-CONTRACTOR _. -~ ~ G,. ADDRESS REQUIRED INSPECTION Q REINFORCED CONCRETE Q REINFORCED MASONRY -5 , Q SHOTCRETE .0'WELDING Q PRESTRESSED CONCRETE Q HI-TENSILE BOLTING , Q EPOXY INJECTION INSPECTION SUMMARY REGISlcREDINSPEClO~ >ol--.e, CS( ID.# <2>~"13)" SIG~~ IS FILED & STATES ABOVE WORK INSPECTED COMPLIES WITH SPECIFICATIQNS, APPROVED PLANS & BUILDING CODES TO THE BEST OF HIS KNOWLEDGE. ATTORNEY'S FEES· IF ANY ACTION AT LAW OR IN EQUITY IS BROUGHT TO ENFORCE OR INTERPRET THE TERMS OF THIS CONTRACT, THE PREVAILING PARTY SHALL BE ENTITLED TO REASONABLE ATTORNEY'S FEES, COST AND NECESSARY DISBURSEMENTS IN ADDITION TO ANY OTHER RELIEF TO WHICH SUCH PARTY MAY BE ENTITLED. ALL INSPEC110NS BA.SEO ON A 4 HR MIN'OVER 4 HRS AS Vl/i:LLAS ANY INSPECTION EXTENDING PAST THE NOON HR IS 8 HRS. IN ADDITION, OVER 8 HRS. AND SATURDAY WLL BE TIME AND A HALF. SUNDAY'S DOUBLE TIME. HOU DAYS TRIPLE TIME. '\P.'-P;....R .... O_V_ED __ B ___ Y _________________ PR_OJ..,..E_C_T_S_UP_E_RI_NTE_N_DE_N_T _______ _ ( ' ,.___, - SAMPLES CONCRf:~_ GROUT .MORTAR BLOCK PRISMS H.K. SOVINE PO BOX550 DEPT. OF BLDG./ SAFETY '0 ENTERPRIZES, lTD. . WILDOMAR,CA 92595. 951-672-5736 SPECIAL INSPECTOR'S REPORT JOB NUMBER JOB IDENTIFICATION BUILDING PERMIT a~~ "'c.l7L ( ~'i~ -z_. DATE~ o\-- GENERAL CONTRACTOR ADDRESS SUB~ONTRACTOR ADDRESS REQUIRJ:D INSPECTION ·Q REINFORCED CONCRElE 0 REINFORCED MASONRY• 0 PRESTRESSED CONCRETE 0 SHOTCRETE riLDING 0 HI-TENSILE BOLTING 0 EPOXY INJECTION INSP'=CTION SUMMARY (~~ C-et+-'!!~vii::½:r:: fiE-4? '--~ ~ ~~~ . ')9 "8E,,, t . IS FILED & STATES ABOVE WORK INSPECTED COMPLIES WITH SPECIFICATIONS, APPROVED PLANS & BUILDING CODES TO THE BEST OF HIS KNOWLEDGE. . ATTORNEY'S FEES -IF ANY ACTION AT LAW OR IN EQUITY IS BROUGHT TO ENFORCE OR INTERPRET THE TERMS OF THIS CONT.RACT, THE PREVAILING PARTY SHALL BE ENTITLED TO REASONABLE ATTORNEY'S FEES, COST AND NECESSARY DISBURSEMENTS IN ADDITION TO ANY OTHER RELIEF TO WHICH S!.JCH PARTY MAY BE ENTITLED. ALL INSPECTIONS BA.SEO ON A 4 HR MIN OVER 4 HRS AS VVELLAS ANY INSPECTION EXTENDING PAST THE NOON HR IS 8 HRS. IN ADDITION, OVER 8 riRS. AND SATURDAY \MLL B~ TIME ANDA HALF. SUNDAY'S DOUBLE TIME. HOU DAYS TRIPLE TIME. 1 .. "'PROVED BY \. J PROJECT SUPERINTENDENT SAMPLES CONqRETE GROUT MORTAR BLOCK PRISMS ' H.K. SOVINE PO BOX 550 DEPT. OF BLDG./ SAFE1Y Cl /!NTl!RPRIZl!S, iro. JOB NUMBER . WILDOMAR,CA 92595 951-672-5736 SPECIAL INSPECTOR'S REPORT GENERAi-COf4TRACTOR . ~ ~g-'t......L c:,_ ADDRESS SUB.CONlRACTOR ADDRESS REQUIRED INSPECTION Q P.RESTRESSED CONCRETE Q SHOTCRETE ~LDING Q REINFORCED CONCRETE Q REINFORCED MASONRY Q HI-TENSILE BOLTING Q EPOXY INJECTION INSPECTION SUMMARY \, ' REGISTERED INSPECTOR ~c_ IS FILED & STATES ABOVE WORK INSPECTED COMPLIES WITH SPECIFICATIONS, APPROVED PLANS & BUILDING CODES TO THE BEST OF HIS KNOWLEDGE. ATTORNEY'S FEES -IF ANY ACTION AT LAW OR IN EQUITY IS BROUGHT TO ENFORCE OR INTERPRET THE TERMS OF THIS CONTRACT, THE PREVAILING PARTY SHALL BE ENTITLED TO REASONABLE ATTORNEY'S FEES, COST AND NECESSARY DISBURSEME:NTS IN ADDITION Tb ANY OTHER RELIEF TO VVHIGH SUCH PARTY MAY BE ENTITLED. ALLINSPECTlONS BASED ONA4 HRMIN OVER4 HRS AS WELLASANY INSPECTION EXTENDING PAST THE NOON HR IS 8 HRS. IN ADDITION, OVER 8· HRS. AND SATURDAY 'NILL BE TlMEANDA HALF. SUNDAY'S DOUBLE TIME. HOLIDAYS TRIPLE TIME. PROJECT SUPERINTENDENT / . SAMPLES CONCRETE GROUT MORTAR BLOCK PRISMS •. ENTERPR/ZES, LTD. JOB NUMBER JOB IDENTIFICATION GENERAL CONTRACTOR SUB-CONTRACTOR H.K. SOVINE PO BOX 550 WILDOMAR,CA 92595 951-672-5736 DEPT. OF BLDG:/ SAFETY SPECl4L INSPECTOR'S REPORT .. BUILDING PERMIT~ u ·u ~ Z--9h'Z-DAT~o't ~ ~~ ADDRESS REQUIRED INSPECTION Q REINFORCED CONCRETE Q Rf:INFORCED MASONRY -~- REGISTERED INSPECT Q PRESTRESSED CONCRETE Q SHOTCRETE . eJ'wELDING Q HI-TENSILf: BOLTING Q EPOXY INJECTION INSPECTION SUMMARY I.D.# IS FILED & STATES ABOVE WORK INSPECTED COMPLIES WITH SPECIFICATIONS, APPROVED PLANS & BUILDING CODo.t..___,~- TO THE BEST OF HIS KNOWLEDGE. ATTORNEY'S FEES--IF ANY ACTION AT LAW OR IN EQUITY IS BROUGHT TO ENFORCE OR INTERPRET THE TERMS OF THIS CONTRACT, THE PREVAILING PARTY SHALL BE ENTITLED TO REASONAeLEATTORNEY'S FEES, COST AND NECESSARY DISBURSEMENTS IN'ADDITION TO ANY OTHER RELIEF TO WHICH SUCH PARTY MAY BE ENTITLED. . . ' ALL INSPECTIONS BASED ONA4 HR MIN OVER4 HRS AS WELLASANY INSPECTION EXTENDING PAST THE NOON HR IS 8 HRS. IN ADDITION, OVER 8 HRS. AND SATURDAY WILL-BE TIME AND A HALF. SUNDAYS DOUBLE TIME. HOLIDAYS TRIPLE TIME. ( :APPROVED BY PROJECT SUPERINTENDEN_T ,,__/·------------------------------------ SAMPLES CONCRETE GROUT MORTAR BLOCK PRISMS .ENTERPR(ZES, L_TD. H.K. SOVINE PO BOX 550 WILDOMAR,CA 92595 . 951-672:-5736 DEPT. OF BLDG. / SAFETY SPECIA_L l'NSPECTOR'S REPORT JOB NUMBER SUB-CONTRACTOR REQUIRED INSPECTION Ci REINFORCED CONCRETE Ci REINFORCED MASONRY · BUILDING PERMIT Q PRESTRESSED CONCRETE Q HI-TENSILE BOLTING -. l9G:,c::, \.--CeLLo ADDRESS ~4t;> ADDRESS ADDRESS Q SHOTCRETE la""WELDING . -· [j EPOXY INJECTION INSPECTION SUMMARY (~~~ ~~ ' ~~t/r,.~ U,):eLD.-c&--g-- \;;IA<,_.,_ ~ ~ <h~ s / r.:": ""---< "'-'3> vt..ee,;:,-\>'-'-" '~ "'-s. =- .REGISTERED INSPECTO~ ~IN c IS FILED & STATES ABOVE WORK INSPECTED COMPLIES WITH SPECIFICATIONS.APPROVED PLANS & BUILDING C ...::.::.__..:,:....,\;;) TO THE BEST OFRIS KNOWLEDGE. ATTORNEY'S FEES -IF ANY ACTION AT LAW OR IN EQUITY IS BROUGHT TO ENFORCE OR INTERPRET THE TERMS OF THIS CONTRACT, THE'PREVAILING PARTY SHALL BE ENTITLED TQ REASONABLEATTORNEY'S FEES, COST AND NECESSARY DISBURSEMENT$ IN ADDITION TO ANY OTHER RELIEF TO WHICH SUCH PARTY MAY BE ENTITLED. ALL INSPECTIONS BASED ONA4 HR MIN OVER4 HRS AS WELLASANY INSPECTION EXTENDING PAST THE NOON HR IS 8 HRS. IN ADDITION, OVER 8 HRS. AND SATURDAY WILL BE Tl ME AND A !-!ALF. SUNDAY'S DOUBLE TIME. HOLIDAYS TRIPLE TIME. \_ JPPROVED BY PROJECT SUPERINTENDENT SAMPLES CONCRETE GRour MORTAR BLOCK PRISMS H.K. SOVINE PO BOX 550 WILDOMAR,CA 92595 951-672-5736 DEPT. OF BLDG./ SAFETY F.NTt'RPRIZES, LTD. SPECIAJ_ INSPECTOR'S REPORT J'OB NUMBER BUILDING PERMIT ~ U 1.l "it: Z-C?\.. z_, DATE e, ·~ >T GENERAL CONTRACTOR ~ b~~Cc,_ . ADDRESS SUB-CONTRACTOR ~ G, 1 f4c..-ADDRESS J REQUIRED INSPECTION . 0 . REINFORCED CONCRETE . .· Q· PRESTRESSEb ·CONCRETE Q SHOTCRETE ~WELDING 0 REINFORCED MASONRY Q HI-TENSILE BOLTING Q EPOXY INJECTION INSPECTION SUMMARY ~'> :?t'@c.,..h,, ~ ~ ~ ~ 3:S:> ~J;:; ~ <.r::: Wl":-d>~:Z . ~1~. 1':>A-N~,~:::'k? ~ ~$';;;> ~E...,-(..fS~~ 1s FILED & STATES ABOVE WORK INSPECTED COMPLIES WITH SPECIFICATIONS, APPROVED PLANS & BUILDING co~ TO THE BEST OF HIS. KNOWLEDGE. . . ATTORNEY'S FEES -IF ANY ACTION AT LAW OR IN EQUITY IS BROUGHT TO ENFORCE OR INTERPRET THE TERMS OF THIS CONTRACT, THE PREVAILING PARTY SHALL BE ENTITLED TO REASONABLE ATTORNEY'S FEES, COST AND NECESSARY DISBURSEMENTS IN ADDITiON TO ANY OTHER RELIEF TO WHICH Sl.)CH PARTY MAY BE ENTITLED. Al,l lNSPECTI.ONS BASED ON A4 HR MIN OVER 4 HRS AS WELL AS ANY INSPECTION EXTENDING PAST THE NOON HR IS 8 HRS. IN ADDlilON, OVER 8 HRS. AND SATURDAY WILL BE TIME AND A HALF. SUNDAY'S DOUBLE TIME. HOLIDAYS TRIPLE TIME . . J!PROVED B.Y . PROJECT SUPERINTENDENT . ·• SAMPLES CONCRETE GROUT . MORTAR BLOCK PRISMS "'-f, l :,_ ' 1) ---. --•• J --·-,,. . : _.,. . -. •. . --. : _;.. -= ~ ·--::_~- EsGil Corporation In !l!artnersliip witli qovernment for '.BuiCaing Safety DATE: 8/9/04 ANT . JURISDICTION: City of Carlsbad D EVIEWER D FILE PLAN CHECK NO.: 04-2518 SET: III PROJECT ADDRESS: 1960 Kellogg Ave PROJECT NAME: Florexpo -Cooler and Office Tl 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 jurisdicti.gn'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 beer-1 sent to: Bosz Architecture 1 De Forest, Irvine, CA 92620 ~ 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: Bosz Architecture Telephone#: 949-262-1102 Date contacted: (by: ) \/ ryx #: Mail Telephone Fax In Person coV ~ REMARKS: The mechanical plans must be si~by the person responsible for preparing them. By: Doug Moody (by KC) Esgil Corporation D GA D MB D EJ D PC 7/29 Enclosures: trnsmtl.dot 9320 Chesapeake Drive, Suite ·208 + San Diego, California 92123 + (.858) 560-1468 + Fax (858) 560-1576 . .......... -l : . -·-~ .. -: .. ~ EsGil Corporation In <Partnersliip with fjoTJernmentfor<Bui(iing Safety DATE: 7/13/04 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 04-2518 SET:11 PROJECT ADDRESS: 1960 Kellogg Ave PROJECT NAME: Florexpo -Cooler and Office TX CJ APPLICANT c:::§1~ ... CJ PLAN 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 enclosed check list and should be corrected and resubmitted for a Complete recheck. [ZI 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. rgj . The applicant'.s copy of the check list has been sent to: Bosz Architecture 1 De Forest, Irvine, CA 92620 D Esgil Corporatiqn staff did not advise the applicant that the plan check has been completed. [ZI Esgil Corporation staff did advise the applicant that the plan check has been completed. . . Person contacted: Bosz Architecture UV\. Telephone#: 949-262-1102 Date contacted:~\\~ lQ, (by:~ ) Fax #: Mail /Telephone/ Fax In Person D REMARKS: By: Doug Moody Esgil Corporation D GA D MB D EJ D PC Enclost,1res: 7/6/04 trnsmtl.dot 9320Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) _560-1468 ~ Fax (858) 560-1576 .. . .. --... -~ :.--· ...... - " City of Carlsbad 04-2518 7/13/04 RECHECK PLAN CORRECTION LIST .JURISDICTION: City of Carlsbad PROJECT ADDRESS: 1960 Kellogg Ave . DATE PLAN RECEIVED BY .ESGIL CORPORATION: 7/6/0.4 REVIEWED BY: Doug Moody FOREWORD (PLEASE READ): PLAN CHECK NO.: 04-2518 SET: II DATE RECHECK COMPLETED: 7/13/04 This. plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uoifqrm 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 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. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. Please make all corrections on the original tracings and $Ubmit two new sets of prints to: ESGIL CORPORATION. B. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has be~n made and return this sheet with the revised plan~. C. The following items have not been resolved from the previous plan reviews. The original correction number has been given for your reference. In case you did not keep a copy of the prior correction list, we have enclosed · those pages containing the outstanding cor.rections. Please contact me if you have .any questions regarding these items. D. 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? OYes DNo " ' City of Carlsbad 04-2518 . 7/13/04 Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious proc~ssing, corrected sets can be submitted in one of two ways: 1. Deliver -all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineeringand Fire Departments. 2. Bring one corrected set of plans anq calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208j San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans arid Calculations/reports directly to the City of Carlsbad Building Department for touting to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. The .resubmitted plans included only the electrical sheets. This review applies only to the resubmitted electrical plans all comments from the first review still apply. 12. Please provide complete electrical plans. Please clarify the plans it appears the new distribution section labeled DP is in a separate suite? Is this spaced occupied be Flourexpo? Show the access to the over-current devices in distribtdion DP per section 240-24 of the NEC. 14. Please provide panel schedules, indicate new and existing loads. Please indicate on the plans the location of the el~ctrical panel and detail the required working clearance. Please indicate on the plans the required working clearance for the disconnecting ·means for the· new equipment. 15. Please provide an equipment schedule of all new equipment. Please clarify the plans to show all of the new equipment similar to the load calculations. Indicate the location of all new equipment. . ·16. Please note or show that all electrical penetrations into the cooler shall be sealed per section 300-7 ofthe NEC. Not clearly indicated on the plans. 17. Indicate wiring method, i.e. EMT, metal flex. Not clearly indicated on the plans. 19. Please note on the plans "AC Cable is not allowed in A, B, E, H, and I occupancies. NM cable is restricted (without City approval) to one and two family dwellings. Note on plans that an equipment ground conductor is to be installed in all flexible conduits". Not clearly indicated on the plans. ·--.. -' . -- ' City or Carlsbad 04-2518 7/13/04 -: __ -..-_:._.:_:_ .--:._·:_:. -. -. 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. 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: Yes Cl No Cl The jurisdiction has contracted with Esgil. Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Doug Moody at Esgil Corporation. Thank you. · EsGil Corporation In <Partnersliip witli government for (}Jui{aing Safety DATE: 7/6/04. JURISDICTION: City of Carlsbad CJ APPLICANT ~ CJ PLAN REVIEWER CJ FILE PLAN CHECK NO.: 04-2518 SET:I PROJECT ADDRESS: 1960 Kellogg Ave PROJECT NAME: Florexpo -Cooler and Office TI 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 substc:intially 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. [8'.I The check list transmitted herewith is for your ir1formation. 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. · [8'.I The applicant's copy_ of the check list bas 'been sent to: Bosz Architecture 1 De Forest, Irvine, CA 92620 D Esgil Corporation staff did not advise the applicant that the plan check has be~n completed. [8'.I Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Bosz Architecture / Telephone#: 949-262-1102 Date contacted: 1-/110'1 (by:~ ) Mail / Tel~phone .,,;--Fax / In Person D REMARKS: By: Doug Moody Esgil Corporation D GA O MB D EJ O PC Fax #: "14 ~. ~S"ct -So <o'-1 Enclosures: 6/24/04 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 7 ,. City of Carlsbad 04-2518 7/6/04 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: 04-2518 OCCUPANCY: B / M TYPE OF CONSTRUCTION: IIIN ALLOWABLE FLOOR AREA: SPRINKLERS?: YES REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 6/23/04 DATE INITIAL PLAN REVIEW COMPLETED: 7 /6/04 FOREWORD (PLEASE READ): JURISDICTION: City of Carlsbad USE: Office/ Warehouse ACTUAL AREA: 2120sf + 24465sf STORIES: 2 HEIGHT: OCCUPANT LOAD: 21+ 48 DATE PLANS RECEIVED BY ESGIL CORPORATION: 6/24/04 PLAN REVIEWER: Doug Moody 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 Departme'nt. You may have other corrections based on laws arid ordinances enforced by the Plann'ing 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 1997 USC. 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: 106.4.3, 1997 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. TENANT IMPROVEMENTS WITHOUT SPECIFIC ENERGY DATA OR POLICY SUPPLEMENTS (1997UBC) tiforw.dot J ' City of Carlsbad 04-2518 7/6/04 Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsb~d Building Oep?rtment, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and·Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOiE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. Generally the plans are incomplete and a thorough plan check can not be done, the following list is a general list only and corrections may follow. 1. Plans and calculations shall be signed by the California state licensed engineer or architect where there are structural changes to existing buildings or structural additions. Please include the California license number, seal, date of license expiration and date plans are signed. Business and Professions Code. 2. Provide a statement on the Title Sheet of the plans stating that this project shall comply with the 2001 edition of the California Building Code (Title 24 ), which adopts the 1997 USC, 2000 UMC, 2000 UPC and the 1999 NEC. 3. Provide a description of the use of the dock office, it appear to be an employee lounge? Sectim1 106.3.3. 4. Provide an exit analysis plan (may be 8 1 /2" x 11" or any convenient size). Show in this analysis the occupant load of each area, the general exit flow patterns (by using arrows), accumulated occupant loads and required exit widths. Please provide a justification of the occupant loads within the coolers. 5. Revolving, slidir:ig and overhead doors are not permitted as exit doors if the occupant load exceeds 9, the occupant load of cooler #2 should be 21. Section 1003.3.1.2. 6. Please revise the plans to show the second exits from the coolers to comply with section 1004.2.2 of the building code. 7. Please provide the ICBO listing information and installation information for the cooler. '' City of Carlsbad 04-2518 7/6/04 8. Please provide plans and calculations signed by the California State licensed engineer or architect for the structural attachment and lateral bracing of the coolers, the mezzanine dock office, and all equipment supported from and mounted on the roof structure of the building and the cooler ceilings etc. Include all calculations and finding on the plans. Please include the California license number, seal, date of.license expir~tion and c;Jate plans are signed. Business and Professions Code. · 9. Provide complete structural details on the plans with cross referencing as needed to show the structural framing will comply with the design calculations and building code requirements. Section 106.3.3. 10. Provide a section view of all new interior partitions. Show: a) Type, size and spacing of studs. Indicate gauge for metal studs. Specify manufacturer and approval number or indicate "to be ICBO approved". b) Method of attaching top and bottom plates to structure. (NOTE: Top of partition must be secured to roof or floor framing, unless suspended ceiling has been designed for partition lateral load). c) Wall sheathing material and details of attachment (size and spacing of fasteners). d) Show height of partition and suspended ceiling, and height from floor to roof framing or floor framing. 11. Please indicate if stockroom shelving exceeding 8' will be installed and part of this review? If so please provide complete plans and calculations for the installation of the shelving. 12. Please provide complete electrical plans. 13. Please provide electrical load calculations. 14. Please provide panel schedules, indicate new and existing loads. Please indicate on the plans the location of the electrical panel and detail the required working clearance. 15. Please provide an equipment schedule of all new equipment. 16. Plea$e note or show that all electrical penetrations into the cooler shall be sealed per section 300-7 of the NEC 17. Indicate wiring method, i.e. EMT, nietal flex. 18. Show that exits are lighted with at least one foot candle at floor level. Section 1003.2.9.2. 19. Please note on the plans "AC Cable is not allowed in A, B, E, H, and I occupancies. NM cable is restricted (without City approval) to one and two '· ' City of Carlsbad 04-2518 7/6/04 family dwellings. Note on plans that an equipment ground conductor is to be installed in all flexible conduits". 20. Please provide an electrical single line diagram. Show new or existing distribution equipment, ampere size and AIC rating of distribution equipment, feeder over-current devices size and indicate AIC rating, conduit and conductor size and length, sub-service ampere rating and AIC rating, transformer KVA size and grounding conductor and grounding location. · 21. Please indicate the location of the ladder access to roof mounted HVAC equipment. 22. Please review for compliance and imprint on the plans the City of Carlsbad Policies and Procedures for Roof Mounted Equipment to the plans. 23. Provide complete plumbing plans, including: a) Complete drain, waste and vent plans. b) Provide gas line plans and calculations, showing pipe lengths and gas demands. UPC Section 1217.0 c) Provide complete water line sizing calculations, including the water pressure, pressure losses, water demands, and developed pipe lengths. UPC Section 610.0 d) Show water heater size, type and location on plans. UPC, Section 501.0 24. Detail how floor drain trap seal is to be maintained. UPC Section 1007.0 (floor drain trap priming). 25. Show that water heater is adequately braced to resist seismic forces. Provide two straps (one strap at top 113 of the tank and one strap at bottom 1/3 of the tank). UPC, Section 510.5. 26. Show P & T valve onwater heater and detail drain line route from P & T valve to the exterior. UPC Section 608.4. 27. Show 1/4" per 12" slope on drain and waste lines. UPC Section 708.0. 28. Note on the plans that new water closets and associated flushometer valves, if any, shall use no more than 1.6 gallons per flush and shall meet performance standards established by the American National Standards Institute Standard A 112.19 .2. H & S Code, Section 17921.3(b ). 29. Provide mechanical ventilation in all rooms, capable of supplying outside air at a minimum rate of 15 cubic feet ·per minute per occupant. UBC, Section 1202.2.1. 30. Provide mechanical plans, showing existing and proposed HVAC equipment, ducts and access to equipment. ~ City of Carlsbad 04-2518 7/6/04 31. Provide complete energy designs for the proposed changes in envelope, lighting, and mechanical systems for the new office spaces. Provide the completed ENV- , L TG-, and MECH-forms showing energy compliance. 32. On the plans clearly show the wall and roof insulation locations, thickness, and R-values, as per the energy design .. 33. The completed and signed ENV-1 ,'LTG-1, and MECH-1 forms must be imprinted on the plans. 34. When alterations, structural repairs or modifications or additions are made to an existing building, that building, or portioh of the building affected, is required to comply with all of the requirements for new buildings, per Section 11348.2. These requirements apply as follows: a) The area of specific alteration, repair or addition must comply as "new" construction. b) A primary entrance to the building and the primary path of travel to the altered area, must be shown to comply with all a_ccessibility features. 35. Show on the site plan the complying disabled accessible path of travel from the disabled accessible parking spaces to the primary entrance of the tenant space. Please provide detailed plans of the path of travel, indicate slope and width, any pedestrian ramps, curb ramps, walks, handrails, provide dimensioned parking stall details etc. 36. It is unclear from the plahs if the restrooms servicing the tenant improvement are disabled accessible, please provide a dimensioned restroom plans showing the restroom to be accessible compliant. 37. Elevator access must be provided to upper and lower levels, unless it can be shown that an exception in Section 11038.1 is applicable. 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. Please indicate here if any chan·ges· have been made to the plans that are nof a result of corrections from this list. If there are other changes, please briefly c;f escribe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes CJ No CJ • ~ City of Carlsbad 04-2518 .7/6/04 The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Doug Moody at Esgil Corporation. Thank you. • City of Carlsbad 04-2518 7/6/04 ~ALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PREPARED BY: Doug Moody PLAN CHECK NO.: 04-2518 DATE: 7/6/04 BUILDING ADDRESS: 1960 Kellogg Ave BUILDING OCCUPANCY: B/M TYPE OF CONSTRUCTION: IIIN 13UILDING AREA. Valuatlon Reg. VALUE PORTION (.Sq. Ft.) Multiplier Mod. Tl 26578 Citv Valuation Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance 1994 UBC Buildin!;! Permit Fee . "!' .j 1994 UBC Plan Check Fee :..-j Type of Review: 0 Complete Review D Structural Only O.Repetitive Fee ·:·:~ :J Repeats Comments: D Other D Hourly ~-----'I Hour* ·1:sgll Plan Review Fee ($) 800,000 . 800,000 $2,561.561 $1,sss.011 $1,434.471 Sheet 1 of 1 macvalue.doc PLANNING/ENCINEER.ING APPROVALS PERMITNUMBERCB {)IJ-.2-S!/3 DATE tJGr?----7::rOl/ ADDRESS / t:/·(e O t El_LC) (::b ,4-v ~ @_fJ. -· tft:J--01) RESIDEf11TIAL · RESIDENTIAL ADDITION MINOR C < $10,000.00) PLAZA CAMINO REAL CARLSBAD COMPANY STORES . VILLACE' FAIRE COMPLETE OFFICE. BUILDING 'OTHER . ---------------------,----~----- PLANNER _______ ~ ___ :_··-=---------- ,1 DATE {)fo ~£-3 -() Lf DDcs/MlsfDrms/Planning Engineering Approvals (~ . .. j. ' -\. ENGINEERIN.G 'DEPARTMENT FEE CALCULATION WORKSHEET D fiStimate based on unconfirmed information from applicant. . · er' Calculation based <>n building plancheck plan submittal. Address: {j{;/9 KerLe-;,,<k Bld~.Permi!No. a '(ffo25/6 Prepared l;)y: ::rts:=: . Date: ~w. Checked by: _____ Date:_~--- ED~ULATIONS: List types ~rid ~~t~!s-~:all uses. {~~~~-· · -~) 37 "fyf:>es of Use: · _ Sq._ Ft./Umts: -....... · ............ -.________ EDU's: ---"'-'<-~-- Types of Use:_________ Sq. Ft./Units:.-------EDU's: _______ _ TIONS:~ typ:~u~o~a~}se_s. :1 O Sq. Ft./Umts: -.------ADT's: _....,(£:_"'----- . Types of Use:__________ Sq. Ft./Units: ADT's: ------ . . . . WITHIN CFD; YES (no bridge & thorougl:lfare fee hiDistrict #1, reduced Traffic Impact Fee) ONO l~. PARK-IN-LIEU FEE · PARK AREA&.#: __ _ V /4EtUNIT:.____ X NO. UNITS: ~TRAFFIC IMPACT FEE ADrs/UNITS: J.-.:i X FEE/ADT: 'Jh =$ # ---,,"----- =$._...l(,..a=·s~o:;;___ 1Jt5. BRIDGE AND THOROUGHFARE' FEE (01ST. #1 _ DIST. #2 _. _ DIST.#3__) . ADrs/UNITS:__,,___ X FEE/ADT: _____ _ ~ FACILlllES MANAGE~ENT FEE ZONE:--'--- ' . ~ UNIT/SQ.FT .. ____ X FEE/SQ.FT./UNIT:_· __ _ ~.SEWER FEE , EDU's: £ 5 7 X FEE/EDU: tj/;l., 7 ._.~l:AREA: . EDU's: ---·--·f's. SEWER LATERAL ($2,500) _, ~ 7. DRAINAGE FEES PLDA. __ _ ACRES: X FEE/AC:. __ _ X FEE/EDU:. __ _ HIGH ____ ./LOW __ J#ra. POTABLE WATER FEES . . . UNITS CODE . CONNECTION FEE METER FEE SDCWAFEE 1-of 2 · F:\FEE CALCULATION WORKSHEET.doc =$ 4: =$ g( I =$ S;2t1; 3<z =$._~ff: __ =$._.,..:l.i~--7 =$ /2{ ·--,,7=--- IRRIGATION Rev. 7/14/00 ~ I b~o,:ro ::. • 3 3 ~S-,2. _,,,,,.-- ¾Af> ( I 6d-C,) > 8 · ·33 ~--BC~~ 0-t>. I) ~ ol~ (r1,,,2r,) :=3 3 ~, ... ENGiNEE~ING DEPARTMENT FEE CALCULATION WORKSHEET ti 9. RECLAIMED WATER FEES UNITS CODE CONNECTION FEE METER FEE TOTAL OF ABOVE FEES*:$ ________ _ *NOTE: This calculation sheet is NOT a complete list of ati fees which may be due. Dedications and Improvements may also be required with BuUd_ing Permits. F:\FEE CALCULATION WORKSHEET.doc ' "\ . .. 2 of2 Rev. 7/14/00 Carlsbad Fire Department 042518 •1635 Faradq.y Ave. . ' ;carlsbad, CA 92008 Fire Prevention (760) 602-4660 Plan Review Requirements Category: Building Plan Reviewed by: Date of Report:· _0_11_01_12_0_0_4 ___________ _ Name: Bosz Architecture Address: 1 De Forest City, State: Irvine CA 92620 Plan Checker: Job#: 042518 ------- Job Name: Florexpo . Bldg #: CB042518 ------------------- Job Address: 1960 Kellogg Ave. Ste. or Bldg. No. --------------------- 1:8] Approved D Approved Subject to D Incomplete Review FD Job# 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 and standards. 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. The item you have submitted for review has been approved subject to the attached conditions. The approval is based on plans, information and/or specifications provided in your submittal. 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. Please resubmit to this office the necessary plans and / or specifications required to indicate compliance with applicable codes and standards. The item you have submitted for .review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and / or standards. Please review carefully all comments attached. Please resubmit the necessary plans and / or specifications to this office for review and approval. 1st 042518 2nd FD File# 3rd Other Agency ID ) 1. TITLE 24 REPORT Title 24 Report for: Tenant Improvement Office Addition Florexpo LLC 1960 Kellogg Ave. Carlsbad, CA 92008 Project Designer: Arrow Refrigeration Inc. 1429 West 14th Street Long Beach, CA 90813 562-432-7976 Report Prepared By: 0 Chuck Visnic Energy 'Impacts 1015 E. Chapman Ave., #205 Fullerton, CA 92831 (714) 871-8197 Job Number: 02212 : Date: 7/25/2004 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2001 Building Energy Efficiency Standards. This.program developed by EnergySoft, LLC (415) 883-5900. EnergyPro 3._1 ,sy EnergySoft Job Number: 02212 User Number: 4749 From: To: Date: Subject: Mr. Chao. Pat Kelley James Chao 10/18/2004 6:52:28 AM RE: Meeting -Re: Roof Mounted Line Sets EsGil's July 2004 corrections advised the architect to imprint the policy onto the plans for reference. Had this been done by the architect, this situation would have been averted prior to installing line sets in violation of the policy. The architect indicated there would be no equipment on the roof, and of course the plan checker cannot then anticipate otherwise. That policy would have been provided to the architect had the architect requested it and placed it on the approved plan as the plan checker advised in July. If the architect noted there is no equipment on the roof, then there should be rio equipment, including line sets on the roof. N9where ori the approved plans are there line sets shown traversing the roof. Freon is not considered a hazardous substance, and it is commonly installed throughout residential and nonresidential occupancies wio physical separation from the environmental system as a hazardous substance. Of course technicians must have appropriate safety equipment {detectors) to maintain the systems in a safe manner as we discussed. I am very sorry to hear of the industrial accident which caused the death of someone so close to you. I have forwarded this email and the other communications to the field inspector who will be your contact for this situation. lh my opinion, this situation is exactly the type of situation the policy was put into place to avoid- Tim Phillips direct line is 760 -602-2709 Thank you. Patrick Kelley Building and Code Enforcement Manager. 1635 Faraday Dr Carlsbad CA 92008 Phone (760) 602-2716 FAX (760) 602-8560 Email -pkell@ci.carlsbad:ca.us .,/ l. FAX MO, : '94$5595084 BOSZ ARCHITECTURE 1 DE FOREST lRVINE,. CAUFORNlA 92620 949/262-1102 GARY BOSZ, ARCHITECT FAX TRANSMITTAL FAX NO. 949./559'""5084 ATTl:NTION-! MR. PAT KELLEY · COMPANY: CJTY OF CA'RLSBAD BUILDING DEP~ ,F,RO,M_; GARY 80$..Z OAT£: ,10-15-04 JOB NO~~ 04-013 PROJECT TITLE: FLORt;)(PO -CARLSBAD, CA REMARKS: ATTACHED IS A COPY OF MY RESPONSE TO ESGIL CORPORATION1S PLAN CHECK CORRECTIONS. SINCE THE REFRIGERATION EVAPORATOR CO/LS· WERE S·USPENDED BELOW THE ROOF AND THE COMPRESSORS ·WERE 'GROUND .MOJINT_ED, THERE WERE NO ROOF-MOUNTED UNITS. DOUG MOODY, THE ESGIL PLA.N CHl;CKERs. A.CCEPre.o MY RESPONSE -AND APP.ROVED -THE -PLANS. -A COPY OF THE POLICIES AND PROCEDURES WAS NO·T A-TTACHtD· TO THE PLAN CHECK -COMMENTS SENT-FROM ESGJL. -. MR .. JAMES CHAO, SUB ZERO CONSTRUC .. TORS, HAS BEEN IN .CONTACT.WITH _y_oy B.i§ARPING THlS .I$$!/~. -CO. JAMES-CHA-0-SUBZERO CC. KELLY OWEN, OLA-RION CONST. PLEASE CALL UPON Rl:Cclr'"f! YES, IF QUESTl,ONS Thltt is ,Page 1 of . 2 ehe1;1is belng transmitted. If you do not receive all pageg1 please oall 9491262-1102 as soon as possible . . THANKYOU . ,, ·ii- FR8M: EOSZ ARO-IITECTUR;; FAX NO,,. ,: ~$595004 ---~-''--"··· ~ ; f .. _ ...... , .... _., ~1l1Pilli>1¥111WW1 City of Carlsbad 04~2518 7/~/D4 famlly. dwellings. Note on plans that an equipment ground conductor is to be jnstaUed ln .all .flexible .conduits". 20. Please .pro)lkle .an .electrical single.line . .diagram •.. Show .new .or :existing distribution equipm~nt, ampere size and AlC rating (?f distnbutlon equipment, .:feeder .ov.er.£Urrent.devices size .and .indicate.Ate .rating •. conduit and-eonducter slze and length, sub..service ampere rating.and AlC rating. transformer KVA size .and :grounding,.conductar.and.grounding location. .21.. 22. 25. . 26. ,Ptease.indfcate .the location .of .the .r~der,access .:to .r99f mounted HVAC _ equiEent. ~.a,'"f-~ts t.-k~ e.r... ~ H~~~ ~'b1..flc~-c;-{j ..., S"~ P~v.ii-i.6~nce and imprint on the plans the City of Carlsbad . .Roticies.and .Procedures for .Roof Mounted .Equipmenuo the.plans. 1¥--~ f1~ NV t-~ :_-i l,./t, ~rvrc;;.,.;,1.1.ti:I ~i?'0f 1 V.1-1, ! l J JI~ -i 1tr(.,_ Y~\~f~fI " Provide compfete_pfumbf~g _plans, inciudi~g: _f)./1.W, W!J..,!_ .f~ fV.tPd!-~t a) Complete drain, waste and vent plans. Ll,1"f:~ 1*f; ~V !ub.fJ::s"Rt ~) Provide_gas Une_ptans and calculations .. showing pip~Je.ngths.and .gas demands. UPC Section 1217.0 . ~} f>rovlde complete water line sizirtg catcufatio®,. inefu.4.iog fue water prewure. pressure Josses .. water demands, and deve.lttP-00 pipe fengths. UPC Section 610.0 d) Show Wiil'teJ beater ~tze. typ& and !ocatfon on plans. UPC, Section 501.0 Detail how floor drain trap :seal is to be m~intf;linftd •. UPC Section 1007.0 (floor drain trap _primiflg). Show that water heater is adequately braced t9 .r~lm_$if$.mic forces. Provide two straps (one strap at top 1/3 of the tank and one mp at. bottom 113 of the tank). UPC, Section 510.5 • Show P & T valve on water heater and detail d~in tioe .t®te.froro .P .& T .valve .to the exterior. UPC Sectjon 608A. 1 -27~ i Show 1/4" per 12" sfope on drain and waste lines. UPC Section 708.0. i 1 28. Note on the plans that new water closets and associated flu$h9ID~'ter v~IY$$, if any, shaft use no more than 1.8 gallons _per Hush and shafl meet_perfu.r.man.0.e standards established by the American National Standan;I$ I~ Standard A112.19.2. H & S Code, Section 1'7921.3(b). Provide meohanicat ventHation in au rooms, capable of ~ppfyin_g outside ,gir.ata minimum rate of 15 oubio feet per minute per occupant. USC, Section 120.2.2.1. Provide ,mechanical plans. showing existins and proposed HVAC ~quJpment. ducts and access tQ equipment. From: To: Date: Subject: Pat Kelley jchao@stero.com 10/15/2004 6:50:06 AM Meeting -Re: Roof Mounted line Sets <//~-r-~ Good morning James. I am unavailable for any meetings today. ·If the project team has a proposal for the roof mounted equipment, coduit, and piping that is consistent with the city's policy, please work through the project inspector directly. His name is Tim Phillips. the. Roof Mounted Equipment Policy was referenced in the initial plan check corrections which were transmitted to the architect last July. As we discussed, there are many businesses in Carlsbad that developed comprehensive roof equipment plans to rack and screen piping and ducting off the roof surface directly. The City is amenable to these types of overall schemes that do not include laying long runs of ducting, tubing, conduit etc directly on the roof surface. Patrick Kelley Building and Code Enforcement Manager 1635 Faraday Dr Carlsbad CA 92008 Phone (760) 602-2716 FAX (760) 602-8560 Email -pkell@ci.carlsbad.ca.us CC: Tim Phillips ,r From: To: Date: Subject: Mr. Kelley, "James Chao" <JChao@szero.com> "Pat Kelley'' <Pkell@ci.carlsbad.ca.us> 10/15/2004 1:13:48 PM RE: Meeting -Re: Roof Mounted Line Sets We appreciate your time and Mr. Tim Phillips' time in this matter and ur;,derstand that you both have busy schedules. However, what you have stated is not consistent with my conversations with Bosz architecture. It is for this reason that I thought it would be constructive for all of us to meet face to face to discuss and clarify what has transpired. I will summarize our case as part of this email and would be 'happy to meet with you should you have further comments, questions, or concerns. It is my understanding that Gary Bosz never received the policies and procedure sheet that you are referring to. The correction sheet from Esgil issued back in July asked if there were any roof mounted equipment. Gary responded no, the evaporators would be located within the refrigerated space and compressors were ground mounted. The issue was closed and a policies and procedure sheet that you recently emailed me· was never provided to Bosz Architecture. (Also see fax from Bosz Architecture as reference). Therefore, we (Clarion constructio11, BoszArchitecture, and Subzero Constructors) had absolutely no knowledge that a city ordinance existed prohibiting roof top piping. Without knowledge of the ordinance, we located the piping in accordance to engineering, maintenance and safety considerations. · 1. Maintenance -the valve groups associated with each evaporator (13 evaporators each with 3 valves) would be easier to maintain and replace above the roof rather than in a confined attic space. 2. Safety -Freon, although not considered a hazardous material is colorless and odorless. If leaks develop in a system, which is not uncommon, they typically occur at the valve groups. Because human senses are not able to detect freon, leaks occurring in a confined space could be life threatening. If the valve groups and piping are within an attic area and a leak develops, oxygen will be displaced. An unsuspecting service technician or employee entering the area could very well pass out from the lack of oxygen and eventually die if unattended to. This has recently happened to the son of Errol Briggerman. Errol is the VP of operations of Vons and his son died from oxygen deprivation two weeks ago working in a area where a freon leak had developed. He was unaware of the leak and was working in an attic area where the leak had occurred. He passed out and then died. The system at Florexpo will have approximately 5,000 lbs of freon. This is a significant charge and will have an serious effects if a leak develops in a confined area. Hence, we kept as much piping outside as possible. 3. Engineering -Due to the roof slope, we are able to slope the piping back the main refrigeration equipment. This allows us to recover any oil migration within the system, thus allowing for a more efficient system. The piping is constmcted. in a professional manner and they do not sitting directly above the roof nor are they laying on wood sleepers. The piping is supported with quality pipe stands and is not visible from the streets because the building is located on top of a hill and is one of the highest buildings in the area. In summary, we hope that you· reconsider due to the following reasons: 1. We were not provided with the ordinance during plan check arid thus not properly informed. 2. For a system of this size, it would be safer to locate the piping outside of confined spaces. · 3. For industrial applications whether ammonia or freon, piping above the roof is typically preferred and industry standard. With proper installation of roof pipe stands and sealing of pipe penetrations the infegrity of the roof is not jeopardized. 4. With the local' of this building, the installation can be considered aesthetically sensitive to the building c;1nd adjoining properties. 5. the piping is piped in a neat and orderly fashion and kept as low as possible while still allowing a gradual slope. We do not think it will restrict access to other parts of the roof for the fire department. Furthermore, the fire department will have the advantage of seeing the valve groups, thus able to identify the approximate floral room locals from above the roof. 6. SubZero also made an effort to submit detailed mechanical drawings for plan check in August. I spake with Mr. Scott Burns and was informed that a drawing package had already been submitted by Bosz Architecture and a permit had.already been issued. Since, the permitted drawing package showed the local of the refrigeration equipment a separate ~ubmitt_al would not be necessary from Subzero. We were told to proceed and that should the building inspector want to see more detail during an inspection, to provide it for him at that time. We understand the purpose of the city ordinance and respect it. In the future, we will know these guidelines and address any concerns, if any, during the permitting pha$e. In this case, we were never provided with the actual ordinance and thus unaware of the ordinance until yesterday. Please take this and Florexpo's need to move into this building within the next two weeks into consideration. .. Sorry for the long email. Feel free to call me should you have further questions. Regards J~,mes Chao SubZero Constructors, Inc. (949) 458-9878 ext 307 (909) 896-1459 cell From: Pat Kelley [mailto:Pkell@ci.carlsbad.ca.us] Sent: Fri 10/15/2004 6:50 AM To: James Chao Cc: Tim Phillips Subject: Meeting -Re: Roof Mounted Line Sets Good morning James. I am unavailable for any meetings today. If the project team has a proposal for the roof ·mounted equipment, coduit, and piping that is consist~nt with the city's policy, please work through the project inspector directly. His name is Tim Phillips. The Roof Mounted Equipment Policy was referenced in the initial plan · check corrections which wer~ transmittec! to the archit~ct last July. As we discussed, there are many businesses in Carlsbad that developed comprehensive roof equipment plans to rack and screen piping and ducting off the roof surface directly. The City is amenable to these types of overall schemes that do not inciude laying long runs of ducting, tubing, conduit etc directly on the roof surface. Patrick Kelley Building and Code Enforcement Manager 1635 Faraday Dr Carlsbad CA 92008 Phone {760) 602-2716 FAX (760) 602-8560 Page 3 j 'Email -pkell@ci.carlsbad.ca.us CC: "Tim Phillips" <Tphil@ci.carlsbad.ca.us>, <kowen@clarionconst.com>, <boszarch@aol.com> - -~ . . .., ; , '¥ ~--. ' ) lCBO .Evaluation-Service, Inc. 5360 WORKMAN MILL ROAD • WHITTIER, CALIFORNIA 90601-2299 A subsidiary corporation of the International Conference of Building Officials EVALUATION REPORT Copyright e 1998 ICBC Evaluation Service, Inc. PFC-53 Reissued December 1, 19 Filing Category: ROOF, WALLAND FLOOR PANELS-Sandwich Panels (216) METL•SPAN Ill CF/CFA COMPOSITE FOAM PANELS (M-S CFP/CFAP) · METL-SPAN I, LTD. 1497 NORTH KEALY AVENUE LEWISVILLE, TEXAS 75057 1.0 SUBJl;CT Metl·Span Ill CF/CFA Cqmposite Foam Panels (M-S CFP/ CFAP). 2.0 DESCRIPTION 2.1 General: The Metl-Span M-S Ill CFP and CFAP composite foam pan- els are factory-assembled, metal-faced, sandwich. panels with a chemically bonded, continuously foamed-in-place plastic core. The panels are used as interior and exterior, non- load-bearing wall or fascia systems for combustible and non- combustible construction. Panels have model numbers CF-30, CF-36, CF-42, CFA-30, CFA-36, and CFA-42, which correspond to standard 30-, 36-and 42-inch (762, 914 and 1067 mm) widths. -Panel thicknesses are 2, 21/2 and 3 inches (51, 63.5 and 76 mm) for noncombustible construction, and 2, 21/2;3, 4, 5 and 6 inches (51, 63.5, 76, 102, 127 and 152 mm) for combustible construction. Maximum panel length is 52 feet (15 850 mm). The panels recognized in this report have identical side joints and liner profiles; the difference be- tween the panels is the t'!xterior fascia skin. Three exterlor fas-. cia profiles are available:. Fluted, Mesa, and ·Architectural Flat. See Figure 1 for panel profiles. · 2.2 Materials: 2.2.1 Panel Core: The core is a polyurethane foam plastic, designated FE-219 or FE-242 (both manufactured by Foam EnterpriSes, Inc.) and having a 2.0-pcf (32 kg/m3) nominal density. The foam plastic has a Class I flame-spread:classifi- cation and a smoke-developed rating of less than 450 when tested in accordance with UBC Standard 8-1. The foam plas- tic is continuously foamed-in-place into the core of the panel during panel fabrication. · 2.2.2 Panel Facings: Panel facing material is steel con- forming to ASTM A 653 (SQ), 33 grade, with ASTM A 924, Class G 90 galvanization. Facing materialthickness is No. 26, No. 24 or No. 22 gage, with an uncoated metal thickness of 0.019, 0.024 or 0.03P0 inch (0.483, 0.610 or0.762 mm). The panel sl<in material facing the exterior of the building is called "Fascia Skin," and the panel skin material facing the interior of the building is called "Liner Skin.• The fascia and liner skins can have equal or different thicknesses. The three types of fascia skin profiles are denoted by a single character, as follows: A = "Architectural Flar profile, having a maximum width of 36 inches (914 mm). F = "'Fluted"' profile, having a maximum width of 42 inch-es (1067 mm). . · M = "Mesa" profile, having a maximum width of 42 in, es (1067 mm). For example, product designation CF-42-FM-22/26 ir cates a composite foam panel that has a 42-inch (1067 m panel cover width, "Fluted"' fascia profile and "Mesa· liner p file, and No. 22 gage [0.030 inch (0.762 mm)] and No. 26 gc [0.019 inch (0.483 mm)] fascia and liner skin steel thi, nesses, respectively. 2.2.3 U-(:lips: The U-clips are galvanized or stainl~ss ste and measure 1 inch (25.4 mm) wide by 4 inches (102 m tong by No. 14 gage [0.068 inch (1.727 mm)]. See Figure, and 3 for details-of the U-clip and its application. 2.2.4 Clip Fasteners: Screws used to attach the panels steel supports are minimum No. 14, self-tapping or selt-ci ling screws, and must comply with SAE J78, 1979 Standi Specification for Self-Drilling Tapping Screws. The sere used with the panels must be sufficiently long to penetrate 1 structural supporting member. 2.2.5 Exp,nsion Fasteners: Fab-lok® expansion anch, . used to support the panels have three different grip rang, 0 to 1/4 inch (0 to 6.4 mm), % to 1/2 inch (6.4 to 12.7 m, and 1/2 to 3/4 inch (12.7 to 19 mm). 2.2.6 Sealants: Butyl caulk is used for panel joints, and bt sealant tape is used for trim. 2.2.7 Flashing: Flashing material is steel having the sa1 finish, color, texture, and gage as the panel fascia skin. 2.3 Installation: The par.els are placed with the longitudinal joint orientec the vertical or horizontal position. Individual panels may si:: one, two, three or more spans. The panels are erected frt left to right or from bottom to top, leading with the male ed! See Figure 2 for typical panel layout. The panels are faster to structural girts by means of self-tapping screws and U-c fasteners placed in the tongue-and-groove joint of the panE These structural fasteners mechanically fasten both the f, cia (exterior) and the liner (interior) metallic sheets to 1 structural girts. The side joints of the panels have a 1/4-ir (6.4 mm) bead of butyl sealant that is either factory-or fie applied into one or both of the grooves of the panels. Duri erection, the side joints of adjacent panels are firmly int locked to make continuous contact with the sealant. Erecti proceeds along the wall elevation, with the installation successive panels in accordance with the published M1 Span installation guide. Expansion fasteners are-used to tach the liner facing to framing supports as required by the 1 proved structural design. See Figure 3 for panel joint det, and Figure 4 for attachment details. Flashing must be placed at the building base and at eav, openings, and horizontal and vertical comers. The flashin~ attached to the panels with self-tapping, self-drilling sere !)r pop rivets _in accordance with the published Metl-Sp mstallat1on guide. ·· Ei•aluation rep11rts of /CB() Evaluation Stnice. Inc •• are issued solefy·to provide information to Class A members ,if /CBO. utili:i11g th, code up,m which the re1 is based. Evaluali11n reports an not lo be construed as representing aesthetics or an.v other aJtriblllts not specifically addressed nor as an endorsement or recomm dati,m for use of the subjt!t:l rt port. i---"----------------------,..----& ---, METL 1/4"X14X7 /8" SELF DRILL SCREW, @ 8"0.C. COLD $1DE SPAN CORNER TRIM FIELD CUT THERMAL BREAK VAPOR BARRIER BY OTHERS F.I.P. INSULATION BY OTHERS SEALANT TAPE 1/4"X14X7 /8" SELF DRILL SCREW, @ 8"0.C. METL-SPAN INSULATED PANEL WARM SIDE REFER TO SHEET "CS-INFO" FOR ADDmONAL INFORMATION, REGARDING THE APPLICATION OF SEALANTS, FASTENERS, AND CLOSURE MATERIALS. APPLICATION: -· CORNER DETAIL FREEZER OR COOLER CS-CP-01 u ,-..... -. -.__. VAPOR BARRIER BY OTHERS F.I.P. INSULATION BY OTHERS CORNER TRIM 1/4"X14X7 /8" SELF PRILL ,. SCREW, @ 8 O.C. SEALANT TAPE WARM SIDE ~ METL SPAN ----FIELD CUT THERMAL BREAK CORNER TRIM 1/4"X14X7 /8" SELF DRILL SCREW, @ 8"0.C. COLD SIDE REFER TO SHEET "CS,.INFO" FOR ADDmONAL INFORMATION, REGARDING THE APPLICATION OF SEALANTS, FASTENl;RS, AND CLOSURE ·MATERIALS. WALL INTERSECT DETAIL APPLICATION: FREEZER/COOLER COOLER/COOLER CS-CP-02 ., '-....--· ,------A---,.--------'-----& METL SPAN F.l.P. INSULATION BY OTHERS 1/4"X14X7 /8" SELF DRILL SCREW, @ 8"0.C. SEALANT TAPE F.I.P. INSULATION BY OTHERS 1/4"X14X7 /8" SELF DRILL SCREW, @ 8"0.C. · METL-SPAN -- INSULATED PANEL COLDEST SEALANT TAPE 1/4"X14X7 /8" SELF DRILL SCREW, @ 8"0.C. FIELD CUT THERMAL BREAK BOTH SIDES VAPOR BARRIER BY OTHERS DOUBLE SEALANT TAPE USE DOUBLE VAPOR BARRIER & DOUBLE SEALANT TAPE ON CONDITIONS OF THREE DIFFERENT TEMPERTURES, THAT MUST BE VAPOR PROTECTED AMBIENT REFER TO SHEET "CS-INFO' FOR ADDmONAL INFORMATION, REGARDING THE APPLICATION OF SEALANTS, FASTENERS, AND CLOSURE MATERIALS. APPLICATION: WALL INTERSECT DETAIL FREEZER OR COOLER CS-CP-03 PJ.OREXf'O, J.LC 1,ae,~ KELLOGG ORJYE CARL.eeAO,CA 6ULLETIN II ~-8-04 COOLING TOWER FOUNDATION , WALLS 13•..,2 FAD WIDTH L-_.J 211 THICK CONCRETE FAD w/ 15 6ARS • 1211 o.c. eACI-I WAY TOP 4 BOTTOM 31-91 SQ. x 121 THICK CONC. 5ETTI~ FAD -TYF. 4 LOCATIONS SPECS WALL CONCRETE . 3~f;f; PSI FAD CONCRETE 2,t:100 PSI .. tS 6ARS ~ 60KSI -~ - SEP 09 20D1t City of CARLSBAD BUILDING DEPT 5'-.0 HIGH x 101 THICK CONC. WALL w/ tS 6ARS eACI-I ~y - TYF. 2 LOCATIONS. SEE DETAIL _co_o ___ 1.. __ r~......_To_w __ eR_Po_uN_o_A_T1 o_N_P ___ L._AN __ (D . l=J.01-cEXF'O, J.L.C 1~e>~ KEJ.L.OGG ORIYE CARJ.SBAO,CA BULLETIN fl S-8-t)4 · COOLING TOWER FOUNDATION ~ WALLS Cl~ x 15 .3 CONT . . C~·ANNEL w/ V2 11 4> 21-6 11 = 5TUD5 6 1211 o.c.~ ------- -S 6AR5 6 12 11 O.C. EAC~ WAY-----i -S BARS @ 12 11 ·O.C. EA. WAYT .t 6 CONC.PAD I • .3'-9 SQUARE SETTING PAD ALTERNATE BENDS _co_o...,..1. __ rNG ___ TO_W ..... El-c_WA ___ L. __ I. ____ ea __ c_TIO __ N ___ (V -.. "\:,!I ,, ·- FLO~ExPO, LLC 1~~ J<.ELLOOO O~IYE . CA~L.SBAO, CA 6ULLETIN ti COOLIN~ TOWE~ FOUNDATION .t WALLS Cle> x IS.3 CONT. Cl4ANNEL w/ v2 11 4> STUDS i)· 12 11 O.C.~ CONC. WALL____. 15 6AR5-@ 12 11 O.C. EA. V'4AY T 4 6 CONC.PAD 9-8-~4 l 3'-9 SQUARE l K SETTING PAD 1r = ~ I d) _co_O ___ l._fNG ____ TO_W __ E~_P_A_o_ee ___ c_T_JO_N ___ @ October 18, 2004 Mr. Pat Kelley· ' City Of Carlsbad Building and Safety 1635 Faraday Dr. Carlsbad, Ca 92008 Dear Pat, I am writing to you with a request to work with Florexpo and Clarion Construction in the remedy of a situation that was unavoidable. Clarion's subcontractor Sub-Zero Refrigeration has mounted approximately $80,000.00 worth of . piping on the roof of the new Florexpo facility in Carlsbad. The pipes are mounted on racks approximately 24" -36" above the roof and will be insulated with metal jacketing when completed. dur inspector Mr. Phillips, observed the piping a few days ago and rejecte<i their location :because of a Carlsbad ·city ,ordinance, of which Clarion and Sub-Zeto wen~ unaware. That ordinance is reported to state that no duct work or piping systems are to be molinted on the roof of buildings in Carlsbad to maintain the aesthetics of the various Industrial Parks. If this were a normal situation, I believe we would be out ofluck, but It is not normal and if you .read on I believe you will agree with my reasoning. 1. · In no way, would I be able to argue aesthetics on any other building· in this park, however, 1960 Kellogg Avenue, is the highest in elevation ofaj.l bttllding in t4at ~ea., Consequently, the piping cannot be seen from any arigel or any location'.around the building, nor any locatioµ, down either of the approaching streets. 2. · Clarion pulled a pirmit for the overall project. The ordinance was neve:t' considere'd, because a copy ofwltj.cJ:i was not attached to the platt check con:ections,,o\!Ieql,lip:pient was indicated to b.e-ground mounted. My architect Gary Bosz, simply did not know of the ordinance, so we,,proceeded with pulling the permit 1li1aware of the· ordfuance as it relates to piping on the roof. . 21067 Commerce Pointe Drive· Walnut, CA 91789-3052· · Tel: (909) 598-4060 · Fax: (909) 598-5517 · www.clarionconst.com ,.I 3. . Sub-Zero called the City of Carlsbad to submit their refrigeration plans. These plans clearly depict the piping on the roof. The plan checker, Scott Burns told Sub-Zero, that a permit was issued for that work. Sub-Zero told Scott that their plans were much more specific than the architectural drawings. Scott said their was no need to submit the refrigeration drawings as he was satisfied with the architectural plan. Sub-Zero did not push the issue and proceeded with the installation. It was upon a request for inspection, that the ordinance was brought to our attention. By then obviously the work had completed and now we face a deadline of the 25th of this month for Florexpo to occupy the Cooler as the exit their existing building which has been sold. 4. Lastly, all of the projects of this size, traditionally run the pipes on the roof or exterior side walls of the building for safety reasons. This is no exception, as there will be 5,000 pounds of Freon in the system. By locating the pipes and some valves on the roof, we are minimizing the risk of interior Freon loss. Freon loss can be catastrophic as it displaces oxygen. All of Clarion's projects are designed with exterior piping runs for this reason. Pat, I'm asking for some help here as I am certain leaving the pipes as installed will never pose an aesthetic~ problem to anyone in the park. I believe it is a much safer installation, and because of the deadline, Florexpo will be forced to lease back their former building at a mind boggling $100,000.00 per month as stipulated in their escrow agreement. Can we work this out, I will build a screen wall if necessary but no one can see the pipes from any angle, please call me as soon as possible. I can meet you on site immediately if need be. Thank you, ~ Kelly Owen President CC: David Pavnic -Florexpo F:\Documents\KO\City Of Carlsbad-101804.wpd FAY. N0, : '9la.'95595084 Jul. 13 2004 04:38PM Pi 1 De forest • -lrvtne, CA 92620 • 949/262~1102 • FAX 949/559-5084 • boszarch@aol.com BOSZ ARCHITECTURE GARY BOSZ~ ARCHITECT julr 131 2004 Mr. Patrick Kelly CtTY Or CARLSBA:0-SUllOING DEPT ... 1635 Faraday Avenue Carlsbad, CA 92008 RE: FLOREXPO~ LLC 1$60 KelloggAvenue CarJsbad,CA e2oos Architects ProJect No. 04-013 Plan Check No. 04-2518 Dear Mr. Keily; Thank you for d1scu$s1ng this situation regarding oooJer exiting wUh me this morning. Please allow me to summarize the conditions that ar~ specific to this ' project. 1. 2. 3. 4 .. ,,. 0. We would like to construct 2 refrigerated floral coolers in this existing building. . Cooler #1 is 18,044 sf with an occ:t..Jp~nt load of 36 occupants (1 occupant per 500 sf) Cooler #2 is 6,421 sf witi-i an occupant load of 13 occupants .( 1 occupant per 500 sf) UBC 1997 Code Section 1007.7.3.1 requires refrlgerated rooms grea~er then 1,000 sf to have 2 exits. USC, 1997 Code Section 1004,2.2, EXL"'eption 4 requires one of the 2 exits egress directly to an exit or dfrect ac-c-ess to .an exit. ?lease note on the attached pfan the problerns we have. Both coolers are separated from the east exterior wall by a 15 ft, wida loading dock. Coolsr #1 is adjacent to the south building wail but an exit door in that waH causss a problem with installing an insulated door in the wail. ConitrucHng corridors across the 15 ft. dock would block the traffic flow within the <lock. We under$tand the code situation, but do not agree with the intent. The 2 door cooler requirement appears to be a safety issue s1nc-e it idenUfies the refrigerant_ evaporator as also being a determinant. The o-c-cupant toad within these coolers would not on its o•.vn require 2 exits if not for the evaporators. .,.• BOSZ ARCHITECTURE FAX NO. Jul. 13 2004 04:39PM P2 '. Our request is to align one of the required cooter exit doors with the existing exit door across -the 15 ft wide dock. The fioot wouid have a 5 ft wide striped aisle from door to door. This aiste would be further idetrufied with painted ietf.enng /lFire Als"le -Oo Npt Btock" on each .side of the aisie. We feef this would solve ths exiting issue without the construction of a corridor. Thank you for your consideration on ihis issue. vVe a-waif your decision. Si"fl;(,ty, :'.';) tf)1w,p:t,2_. G,'t::/y" a&tz 0 ARCHiTECT attachments cc. fl.Ar~ o.ave PavnJc. .FLOREXPO Mr, Kelly Owen. CLA~ION CONSTRUCTION Mr. Doug Moody, E$GIL CORP FAX ND. : 9495595084 Jul. 13 2'334 04:39PM P3 0 " ~fi.t."r_. .!~ fff3M; BUSZ ARCHITECTURE ~·,··1rt"·• . FAX NO. : 9495595084 Jul. 13 2004 04:40PM P4 . t ·~ l ,,,,Ji c ... ·. ..... §7772 11 \._ I Ofr.'lj ' ! ~Orr:_·,~ ~· ==1:~~] 7-14-2004 12:59PM FRCM DAVID BACKFR LTD 6509677593 P. 1 ......... , J., .. t 1· clb DAVID BACKER LTD. LTC 650-967-7590 P.O. Box 50129 Palo Alto, CA 94303 Fax 650-967-7593 FAX· TRANSMITtAL INTERNATIONAL llSSOCIATlON Of. COUl S'IDRAGJ.: 2PAGES. 7-14•04. Mr. Gary &sz. 'Bosz Architecture. Subject: Med Span ill CF x 4" {Dtcrior Partition Panels. Flor~ Projeet. Carlsbad. California. Gaiy, CONTRACTORS As r~quested, I am attacmng a copy of-the Panel Span Analysis ped.or.med by Met.I Span's Engineering Dl.1)1,Utmcnt for the 26' span at the 4n thick interior partition panels supplied on the above project. . . Code requirement for tbe ~I-to resist a 5 PSF lateral load at the mid-point with deflection limited to L/120 is met. Actual deflection is U2SO under·the 5 PSF load and U404 under themml load. If you have any questions please do not hesitate to call me. Sincerely) DAVID BACK.ER LTD .~ David L. Backer. CC:Kelly Owen. Clarion Construction, Inc. S1YROFOAM(j Brand Insulation • METL-SPAN-!i· lnsulatad Panels • JAMISON .. Cold Storage Doors 0'-'-1St9 7-14-2004 1 ,00PM FRD-1 DAVID BACKFR LTD 6509677593 METLSPAN 1,n1.1Ca1v z-;s.,;111;, TX 7~51 ffl6'6110l 9726J636R Project: Project No: 29287 Oarion-Fl<>rE.xpo Description: -5.0 w (pst) r:-·------, .. .,-.. ~~-.. ··-·--·~t~---'-"·· S"{)P0rt1Span . 1 [il Spen (ft) 26.0 ~anel: 4.0CF42LL-26l26 I(in4/ft) 1.8012 Sl (in3/ft) 0.9049 OC(pi) 41825 Ful (ksi) 2\.77 S2 (in3tt't) 0.8964 Fu2 (ksi> 21.94 Ac (in2/ft) 46.18 V:u (p~i) 16.50 BENDING LOADS Span or Support Support Moment. lb.ft/ft l 0.0 l 0.0 Max Span Sheer Moment-{Left) lb.ft/ft lb/ft --422.S '-65 .. 0 Desisn Criteria Facia Liner Gore Sheu Stress (psi) S596 5649 1.408 Safety Factor 3.89 3.88 1-1.72 THSlWAL LOAOS Spill er SUpport Support M<>ment lb.Ml l 0.0 2 0.0 7-14-04 ln'-Temp (f) 36.0 Sh=ar Shear (l#l~ {Right) lb/ft lblft -0.0 o.o Sbeuc Midspan OeflectiQn S1.1ppOrt (Right) Deflection Llmit lb/ft . in (§) 65;0 -1.247 4'--/uo Ext; Temp (f) 75 ,0 Midapart Oeileetion S~pr.1rt DetlectiQn Llmit Reaction in . . lb/fl: -0.771 (3 ().0 0.0 < L/,2() Reaction lb/ft ·<>S.O -65.0 Fa$!~ Pattern FPl FPl P.2 i I L. 2 Fastener Patrem "FPl FPl (',,,: . '),' . ) WEST COAST DRYWALL PRODUCTS DIETRICH METAL FRAMING AWorthington Industries Company 1-C.BO ES No. 4782 • LARR No. 25128 Gif&IJdmetalframing I· com The place to stop ... before the building staiti;! 20/94 DIETRICH WC Drywall -1...-;a DIETRICH Allowable Wall Heights L/120 Deflection -·: -,_-_:::/:·)'\;''. .. ;,.:: .. >~_-·-·· ... ·:. _ ... ..·:·~ .. __ Stuf~pacl~f(l~cli~_a~on~~nter). .._ ..... Size . ··<·:jj' <1(\)f:':·12} .1&:<:24_~ 12:: __ 16_,_: 24··-.;1?_· 19·<24.'' _1t ·15 .. 24 ·12 16· 24 12 _16 24 {In;) Code. Gag~( . : '(it~iii.( .. ?: · · · (ft:;in'.) :--· .. · Jft>in;) ·· .. . (ftAn.)' .· . . . . (fl •• Jn.) · '(ft-iii.) (ft.-in.) STN 25 9-10 8-11 7-10 7-10 7-0 5-8 6-7 5-8 4-8 5-8 4-11 4-0 5-1 4-5 3-7 4-8 4-0 3-4 4-4 3-8 3-0 1-5/8 STH 22 11-5 i0-4 9-0 9-0 8-2 7-1 7-11 7-1 5-10 7-1 6-2 5-0 6-5 5-6 4-6 5-10 5-0 4-1 5-5 4-8 3-10 ST~. 20 12-1 11-0 9-7 9-7 8-8 J-7 8-5 7-7 6-8 7-7 6-11 5-10 7-1 6-5 5-2 6,8 5-10 4-10 6-2 5-5 4-5 STN 25 13-7 12-4 10-8 10-8 9-4 7-7 8-10. 7-7 6-2 7-7 6-7 5-5 6-10 5-11 4-10 6-2 5-5 4-5 5-8 5-0 4-1 2-1/2 STH 22 15-8 14-4 12-6 12-6 11-4 9-6 10-11 9-6 7-8 ·9-6 8-2 6-8 8-6 7-4 6-0 7-8 6-8 5-6 7-1 6-2 5-1 STE 20 16-10 15-4 13:4 13-4 12-1 10-7 11-7 10-7 8-1110-7 . 9-5 7-8 9-8 8-5 6-11 8-11 7-8 6-4 8-2 7-1 5-10 STN 25 17-7 16-0 13-1 13-1 11-4 9-4 10-8 9-4 7-7 9-4 8-0· 6-1 8-4 7-0 5-2 7-7 6-1 4~7 6-10 5-6 4-2 3-1/2 STH 22 20-5 18-6 16-2 ·16-2 14-7 11-11 13-8 11-11 9-8 11-11 10-4 8-5 10-7 9-2 7-6 9-8 8-5 6-11 9-0 7-10 6-5 .STE 20 21-10 19-10 17-4_ 17-4 15-8 13-7 15-1 13-7 11-1 13-7 11-10 9-7 12-2 10-6 8-7 11-1 9-7 7-11 10-4 8-11 7-4 STN 2~ .. 18-1 16-4 13-4, 13-4 11-6 9-5 10-11 9-5 7-7 9-5 8-1 6-1 8-5 7-0 5-2 7-7 6-1 4-7 6-8 5-6 4-2 · ·3;5/8. STH 22 21-0 19-0 16-7 16-7 14-11 12-2 14-1 12-2 10-0 12-2 10-7 8-7 10-11 9-6 7-8 10-0 8-7 7-0 9-2 8-0 6-6 ·, STE 20 22-5 20-4 17-10 17-10_ 16-1 13-11 15-6 13-11 11-5 13-11 12s1 9-11 12-6 10-10 8-10 11-5 9-11 8-0 10-6 9-1 7-6 STN 25. 19-6 17-1 14-0 14-0 12-1 9-11 11-5 9-11 7-5 9-11 8-1 6-0 8-7 6-10 5-1 7-5 6-0 4-6 6-7 5-5 4-1 4 STH 22 22-7 20-7 18;0 18-0 16-0 13-1 15-1 13-1 10-8 13-1 J1-4 9-2 11-8 10-1 8-4 1Q-8 9-2 7-7 9-11 8-7 7-0 STE 20 24-2. 22-0 19-2 19-2 17-5 14-1116-1014-11· 12-2 14-11 12-11 10-7 13-4 11-7 9-5 12-2 10-7 8-7 11-4 9-10 8-0 STH 22 29-2 26-6 22-4 22-4 19~4 15-10 18-2 15-10 12-1115-1013:7 11-1 14-1 12-2 10-0 12-11 11-1 9-1 11-11 10-4 8-5 5"112 STE 20 31-2 28-5 24-10 24-10 22-6 18-8 21-7 18-8 15-4 18-8 16-2 13-2 16-8 14-6 11-10 15-4 13-2 10-10 14-1 12-4 10-0 STH 22 31-4 28-5 23-2 23-2 20~1 16-5 18-11 16-5 13-5 16-5 14-2 11-7 14-8 12-8 10-5 13-5 11-7 9-6 12-5 10-8 8-6 6 STE 20 33-6 30-5 26-7 26-7 24°2 19-1123-0 19-11 16-4 19-11 17-4 14-t 17-10 15-6 12-7 16-4 14-1 11-6 15-1 13-1 10-8 -~ L/240 Deflection Member 5PSF 10 PSF . . · · 15PSF_-_ ·-20:PSF · 25PSF I 3OPSF .. · -· --·-----· ... _,_ ----. ' . $.i~{spai:i~g;(t~i:lie~o~ ~e~!~rt . · · _ : ., : ,. ' . -·-~ Size 1.2 · _16 · '24. · 12· ' 16 . 2!1,, 12· · 16: · ,24 ·12· '.'ii;,:: 24' · 12. · ·:1ij 24 · .12·.·, 16 · 24 12 -------.:. •.. .• ·-· " . (in.) Code .Gage (ft.-ln.) 1fUn;) ··· .. ' · (ft.~ln.j : (ft:~in.J : . (it.,1ri:) (ft.-ln.) STN ·• 25 7-10 7-1 6-2 6-2 5-7 4-11 5-5 4-11 4-4 4-11 4~5 3-11 4-6 4-1 3-7 4-4 3-11 3-4 4-1 1-5/8 STH 22 9-0 8-2 7-2 7-2 6-6 5-8 6~4 5-8 5-0 5-8 5-2 4-6 5-4 4-10 4-2 5-0 4-6 3-11 4-8 STE 20 9-7 8-8 7-7 7-7 6-11 6-1 6-8 6-1 5-4 6-1 5-6 4-10 5-7 5-1 4-6 5-4 4-10 4-2 5-0 STN 25 10-10 9-10 8-6 8-6 7-10 6-10 1-6 6-10 . 5-11 6-10 6-2 5-5 6-4. 5-8 4-10 5-11 5-5 4-5 5-7 2-1/2 STH 22 12-6 11-4 9-11 9-11 9-0 7-11 8-8 7-11 6-11 7-11 7-1 6-2 7-4 6-7 5-10 6-11 6-2 5-6 6-6 · STE 20 13-4 12-1 10:7 10-7 9-7 il-5 9-2 8-5 1-4 8-5 7-7 6-8 7-10 7-1 6-2 7-4 6-8 5-10 7-0 STN 25 14-0 12-8 11-1 11-1 10-1 8-10 9-8 8-10 7-7 8-.10 8-0 6-1 8-2 7-0 5-2 7-7 6-1 4-7 6-10 3-1/2 STH 22 16-2 14-8 12-10 12-10 11-8 10-2 11-2 10-2 8-11 10-2 9-4 ll-1 9-6 8-7 7-6 8-11 8-1 6-11 8-6 STE 20 17-4 ,1,5-8 13-~ 13-8 12-6 10-11 12-0 10-11 9-6 10-11 9-11 8-7 10-1 9-2 8-0 9-6 8-7 7-7 9-0 STN 25 14-,4 13-0 11-5 11-5 10-4 9-0 9-11 9-0 7-7 9-0 8-1 6-1 8-5 7-0 5-2 7-7 6-1 4-7 6-8 3-5/8 STH 22. 16-7 15-1 13-2 13-2 12-0 10-6 11-6 10-6 9-2 10-6 9-6 8-4 9-8 8-1Q 7-8 9-2 8-4 7-0 8-8 STE 20 17-10 16-1 14-1 14-1 12-10 11-2 . 12-4 11-2 9-10 11-2 10-2 ~ 8-11 10-5 9-5 8-4 9-10 8-11 7-10 9-4 STN 25 15-6 14-1 12-4 12-4 11-2 9-10 10,8 9-10 7-,5 9~10 8-1 6-0 8-7 6-10 5-1 7-5 6-0 4-6 6-7 4 STH 22 18-0 16-4 14-4 14-4 13-0 ,11-4 1.2.-6 11-4 9-11 11-4 · 10-4 9-0 10-6 9-6 8-4 9-11 9-0 7-7 9-5 STE 20 19-2 17-5 15-2 15-2 13-10 12-1 13-4 12-1 10-7 12-1 . 11-0 9-7 11-2 10-2 8-11 10-7 9-7 8-5 10-0 5-1/2 STH 22 23-2 21-1 18-5 18-5 16-8 14-7 16-1 14-7 12-10 14-7 13-4 11-1 13-6 12-2 10-0 12-10 11-1 9-1 11-11 STE 20 24-10 22-6 19.-8 19-8 17-11 15-7 17-2 15-7 13-7 15-7 14-2 12-5 14~6 13-2 11-6 13-7 12-5 10-10 12-11 ~TH 22 24-11 22-7 19:8 19-8 17-11 15-8 17-2 15-8 13-5 15-8 14-2 11-7 14-6 12-8 10-5 13-5 11-7 9-6 12-5 6 STE 20 26-7 24-2 21-1 21-1 19-2 16-8 18-5 16-8 14-7 16-8 15:2 13-4 15-6 14-1 12-4 14-7 13-4 11-6 13-11 Noles: 1. Listed limiting heights are based on moment with a ½ stress increase, shear, and deflection computed with lxett.'Web crippling must be checked. 3. Limiling·heights can be used vertically or horizontally as long as both stud flanges are fully braced by sheathing material. 2. Deflection calculations for limiting heights are based on Procedure I of UBC 27-9. 4. Studs not intended for exterior or load bearing applications. 35PSF 16 24 (ft.-in.) 3-8 3-0 4-4 3-8 4-7 4-0 5-0 4-1 5-11 5-1 6-4 5-6 5-6 4-2 7-8 6-5 8-2 7-2 5-6 4-2 7-11 6-6 8-5 7-5 5-5 4-1 8-6 7-0 9-1 8-0 10-4 8-5 11-10 10-0 10-8 8-6 12-7 10-8 5 :. :" tarry W. Lang, P. E. 41919 SkywoodDrive Temecula, CA 92591-1877 July 27, 2004 Bosz Architect 1 De Forest Irvine, CA 92620 Re: FLOREXPO Carlsbad, CA Modification to Existing Joists & Joist Girders -Cooler Load Addition Vulcraft #70-4-354 Attn: Mr. Gary Bosz PHIFX -(909) 506-3435 This is to certify that the Joists and Joist Girders in question will carry the loads specified according to the information given and have been designed in accordance with the latest SJI specifications. I take responsibility for the repair of the Joists and Joist Girders only according to the information furnished and do not take any responsibility for any damage, failure or injury due to this work being performed in the air with dead loao or construction loads being applied during the repair. Attached are the design calculations and back up load information. If you have any questions regarding the above please calL Respectfully, Larry W. Lang, P.E. Enclosure: Design Calculations ). I DESIGN CAL,CULATIONS - COOLER LOAD ADDITION Larry W. Lang, P.E. MODIFICATION ·oF JOISTS . & JOIST GIRDERS July 27, 2004 FLOREXPO CARLSBAD, CA FLOREXPO I. SHORTSPAN. ME!\IIBER OVE~STRESS CHART :,. CHORD LOAD WEB LOAD MARK MEMB SIZE LGTH ·cQMP ·. TEN MARK MEMB SIZE LGTH. COMP TEN J32-1 TC ~.00 X .13 24.00 25,399 -J4-3 W7R 1.25 x ... 111 31.9 3,270 - J32-2 TC .oox .13 24.00 27,277 -J6-1 W7L 1.25 X .111 ,31.9 3,434 - J6-1 TC .oox .13 24.00 28,149 -J4-2 W7L 1.25 X .111 31.9 3,588 - J33-1 TC .oox .13 24.00 29,382 -J4-2 TC .oox .1~ 24.00 29,821 -J23-2 W5L 1.50 X .11 31.89 .. 5,251 - J23-2. W5R 1 .. 50 X .11t 31.89 5,435 - J29~2 TC ~.oox .14. 24.00 2~,387 -J33-1 W5L 1.50 X .11 31.89 5,480 .· - J23-1 TC !2.00 X .14 24.Q0 32~547 -J29-2 W5L 1.50 X .11 31.89 5,481 - J23-3 TC 12,00 )( .14 24.00 32,629 -J21-5 W5L 1.50 X .11 31.89 5,561 - J23-2 TC 2,00 X .14E . 24.00 32,769 -J23-3 W5L 1.50 X .11 31.89 5,661 - J21-5 TC 2.00 X .14f 24.00 34,574 -J21-5 W5~ 1.50X .11 31.89 5,745 - J21-5 TC 2.00 x·.14s 24.00 34,714 -J23-1 W5L 1.50 X .11 31.89 ,5,779 - J21-3 TC 2.00X .14E 24.00 34,928 -J23-1 W5R 1.50 X .11 · 31.89 5,818 - J23-3 W5~. 1.50.X .11 31,~9 5,936 - J21-6 W5.L 1.50 X .11 31.89 5,970 - J4-1 BC 1.50 X .13( 48.00 -23,433 Ji1-s W3L 1.50 X .11 31.89 6,000 - J6-1 BC 1.50 X .13 48.00 -27,974 J2,1-3 . W5R 1.50 X .11 31.89 6,062 - J4-2 BC 1.50 X .13 48.00 -29,607 J21-5 W3R 1.50 X .11 31J~9 6,139 · - J21-3 W5L 1.50X .11 31.89 6,154 - J32-2 BC 1.50 X .14 48.00 -27,228 J21~ W5R 1.50X .11 . 31.89 6,246 - J31-4 BC 1.50 X .. 14 48·.oo -27,504 J33-1 BC 1.50 X .14 48.00 -29,024 J29-2 BC 1.50 X .14 48.00 -29,030 J4-2 W4R 1.00X.10 31.9 -6,548 J21-2 BC 1.50 X .15t 48.00 -27,459 J21-8 BC 1.50 X .15t 48.00 -27,803 J23-1 BC 1.50 X .15 48.00 -32,414 J23-3 BC 1.50 X .1~ 48.00 -32,614 J23-2 BC 1.50X.15 48.00 -32,924 J21-5 BC 1.50 X .15 48.00 -34,559 J21-3 BC 1.50X.15 48.00 -34,844 J21-5 BC 1.S0X.15 48.00 -34,869 LCD -.4,LLOW ABLE AXIAL & BENDING STRESS ANALYSIS JOB NUMBER:• Vulcraft #704-354 JST/JG TYPE: 22KSPCL JOB NAME: FLOREXPO MARK NO: J21-3 LOCATION : Carlsbad, CA .K/LH/JG: K (Interior Panel=0 ; End Panata1) Lx= 24.0000 Gap Betw Membrs= 1.0000 Gravity Axial Load = 3-4,928 Uniform Load =· 0 0 In in lbs #/ft TC/BCJWEB: TC Ly• Non Std Gap Input• Bending "P" Load = Dist. to •p• Load "' 24.0000 1;0000 0.00 0.00 COMPR In in lbs in 27-Jul-04 REINFORCEMENT CODE: MEMB ALONE = 0 MEMB W/RD CTR = 1 MEMB W/ RDS = 2 **MEMB W/ANGLES " 3 MEMB W/PL CTR = 4 MEMB W/PL @TOE = 5 .. Blank= Channel; H = H Section Max PP Moment= Dist = L/3 Max MP Moment = Dist = L/2 0 Dist past toe of chord (In) for "H" only• I BRG ANGLES: 50.00. ksi VertlcalLeg• Horizontal Leg " Thickness= *Axail Seismic Ld = 2.0000 in 2.0000 in 0.2500 in o lbs lTCANGLES: 50 ksl Vertical Leg·= 2.0000 Horizontal ).eg • 2.0000 Thickness • 0.1370 (1WO ANGLES) Area• ys lxs Iyo: (Single Angle) lz = rys (Single Angle) r.i: • wt/ft= 1.0585 0.5508 0.5508 0.4128 1,5814 0.0833 0.8245 1.2223 0.3967 3.5988 Qa: 0.8786 CC=-114.1535 K= 1.0000 (Kilrx) Fe' • 101,105 Interior Panel cm • 0.8894 in in In 1oA2 lo lo ln"4 ln"4 ioA4 in In in #/ft psi COMPOSITE PROPERTIES: Area" y= Ix= ly= wt/ft" 1.9420 0.5331 0.4446 2.5174 6.6029 'Interior Panel Cm = 0.8788 ALLOWABLE TENSION: (1% OVERSTRESS): KUr<•240 1 Angle P Load • 15,877 lbs (Incl SF) 2·Angle P Load= 31,754 lbs (Incl SF) Reinf. P Load= 19,439 lbs (Incl 1%) TotalPLoad= 51,192 lbs(lncl·1%} ALLOWABLE COMPRESSION ( 1% OVERSTRESS ALLOWED) AXIAL; (ONE ANGLE MEMBER-ALONE) ALL• pz• = 11;038 lbs (Incl SF) (TWO ANGLE MEMBER ALONE) z.z Axis (No. FIiiers) K= 1.00 KL/r" F.a= ALL •p• = fa/Fa<•1.01-= 60.4935 20,651 22,077 1.60 *OK* psi lbs (Incl SF) ·*NG*-Flller Req . BRGDEPTH: 2.5000 in Area• y• 8"' Seismic Moment= REINF ROUND: Df!lmeter• 1.8750 0.59.17 1.9492 0 0.7500 (ONE ROUND) Area• 0.4418 Y"" 0.3750 Ix• 0.0155 ly• 0.0155 rx= 0.1875 .wt/ft. 1.5021 Q• 1.0000 CC• 128.0992 Distancey• 0.5120 Dlstancex• 1.0120 Spp• 0.3031 Smp• 0.8339 rx• 0.4785 ry• 1.1385 K• 1.00 Fe'• 59,3-48 rz• 0.3202 fa/Fa,c,,1.01 60.49 2.1999 60.49 1.1000 50.16 1.7968 50.16 0.6823 ln"2° in in in-lbs 36 ksl in fnA2 In ln"4 in•4 In #/ft In in ***OK*** in•3 in•3 in In psi in *NG* *NG* *NG* *OK* (ONE ANGLE W/ REINF) 16,811 lbs (Incl 1%) X-X Axil (Fllltl'll) y.y Axis 1.00 1.00 38;4316 *OK* 19.63-46 23,406 psi 25,259 25,022 lbs (Incl SF) 27,003 ·1.40964 *NG* 1.31 (TWO ANGLE MEMBER W/ /REINFORCEMENT) KL/ra Member Fa= ReinfFa= Member.P= RelnfP= Total Allow P '!' fa/Fa<=1.01 = 74.9533 *OK* 18,354 psi 15,907 psi 19,427 lbs (Incl 1%} 14;196 lb&(lncl 1%) 33,623 lbs (Incl 1 %) 1.0388 *NG*-Flller Req 50.1615 21,796 18,336 23,071 16,364 39,434 0.8857 *OK* 21.0796 psi 24,886 psi 20,533 lbs (Incl 1 %) 26,3-40 lbs (Incl 1 % ) 18,324 lbs (Incl 1 %} 44,664 *OK* 0.7620 *Enter theSelsmic Axial Load as a(·) negative value when the force is In Tension. REMARKS: **The Reinforcement Is Located at the Apex of the Member Angle(s) at the Fillet. Distance y = Distance from the Back of the Heel of the Member, to the Centroid of the Reinforcement. Distance x = Distance from the Y-Y Axis of the Member, to the Centroid of the Reinforcement. ALLOWABLE STRESS FACTOR (SF): *ALLOWABLE STRESS* 30,000 ksl 30,000 ksi 22,000 ksl 26,360 ksi *OK* psi lbs (Incl SF) *NG* *OK* psi psi lbs (Incl 1%) lbs (Incl 1 %) lbs (Incl 1%) *OK* CODE: 2 1.01 LCD -ALLOWABLE AXIAL & BENDING STRESS ANALYSIS 27-Jul-04 JOB Nl1JMBJ:R: ' Vulcraft #70-4-354 JST/JG TYPE: 22~SPCL REINFORCEMENT CODE: CODE: JOB NAME: FLOREXPO MARK NO: J21-5 MEMBALONE =0 2 LOCATION: Carlsbad,CA .K/LH/JG: K MEMB W/RD CTR •1 TC/BC/WEB: BC TENSION MEMBW/RDS =2 (Interior Panel=0 ; End Panel=1) 0 .. MEMB W/ANGLES =3 Lx• 48.0000 in Ly• 240.0000 In MEMB W/PL CTR =4 Gap Betw Membrs= -1.0000 In Non Std Gap Input• 1.0000 In MEMB W/PL @TOE = 5 Gravity Axial Load = 34,869 lbs Bending •p• Load = 0.00 lbs •• Blank= Channel; H = H Section Uniform Load = 0 #/ft ·Dist. to •p• Load • 0.00 in Max PP Moment = Dist= U3 Max MP Moment= Dist= U2 0 Dist past toe of chord (In) for ''H" only = IBRG ANGLES:. 50,00 ksi BRG DEPTH: 2.5000 in Vertical Ljlg " 2.0000 in Area• 1.8750 inA2 •enter theSeismic Axial Load Horizontal Leg = 2.0000 . In y= 0.5917 In as a(·) negative value when Thickness.= 0.2500 in e• 2.0770 In the force Is In Tension. •Axail Seismic. Ld = 0 lbs Seismlc'Moment .. 0 In-lbs IBCANGLES: 50 ksl REINF ROUND: 36 ksi REMARKS: Vertical Leg = 1.5000 in Horizontal Leg • 1.5000 in •-rhe Reinforcement is Located Thickness= 0.1300 In Diameter• 0.7500 In at the Apex of the Member (TWO ANGLES) (ONE ROUND) Angle(s) at the Fillet. Area• 0.7462 inA2 Area• 0.4418 JnA2 x= 0.4230 In y• 0.4230 In y= 0.3750 In Ix• 0,1610 ln"4 IX• 0.0155 ln"4 ly= 0.7967 ln"4 . ly• 0.0155 ln"4 (Single Angle) lz = 0.0327 lnA-4 rx= 0.46-45 In rx• 0.1875 In ry= 1.0333 In (Single Angle) rz-= o.~9 In Distance y = Distance from the wt/ft= 2.5371 #/ft wtm·· 1.5021 #/ft Back of the Heel of the Member, to Q= 0.9753 Q• 1.0000 the Centroid of the Reinforcement. CC= 108.3453 CC= 126.0992 K= 1.0000 Distance x = Distance from the Y-Y (Kl/rx) Fe' = 13,983 psi Dlstancey= 0.5050 In Axis of the Member, to the Centroid Interior Panel Cm = -0.3368 Distance X-• 1.0050 in ***OK*** of the Reinforcement. COMPOSITE PROPERTIES: Area= 1.6298 inA2 Sppa 0.4166 inA3 y= 0.4675 in Smp= 0.1886 lnA3 Ix= 0.19-48 in"4 rx= 0.3457 In ly= 1.7202 ln"4 ry= 1.0274 in wt/ft• 5.5-412 #/ft K• 1.00 Interior Panel-Cm• -0.10-49 Fe"• 7,745 psi rz• 0.2500 in ALLOWABLE STRESS FACTOR (SF): 1.01 ALLOWABLE TENSION: !1% OVERSTRESS!: KUr<•2-40 fa/Fa<•1 .01 •ALLOWABLE STRESS• 1 Angle P Load • 11,193 Iba (Incl SF) 162.21 3.1153 •NG* 30,000 ksl 2 Angle P,Load • 22,386 Iba (Incl SF) 162.21 1.5576 ·NG* 30,000 ksi Reinf. P L.oad • 19,-439 lbs (Incl 1%) 136.85 1.7936 *NG* 22,000 ksl Total P Load • -41,825 lbs (Incl 1 %) 136.85 0.8337 *OK* 25,663 ksi LCD -SINGLE CRIMPED ANGLE WITH REINFORECMENT: JOB NUMBER: JOB NAME: LOCATION: Member Lgth • "L" • Gravity Axial Load • IWEBANGLE: · Vertical Leg • Horizontal Leg • ThlcknHI• Area= x= y• Ix• ly• rx• ry• Least "r" • wt/ft. ·Q• CC• Area• y• ·ix• ly11 Vulcraft #70-4-354 FLOREXPO cartsbad, CA 32.0000 In 6,246 lbs JST/JG TYPE: MARKNO: K/LH/JG: WEB NO: 22KSPCL J21-6 JG W5R COMPRESSION 50.00 ksl REINF PLATE: 38.00 ksl 1.2500 In 1.2500 In -Width• 3.0000 In 0.1110 in Thickneu• 0.1250 In (ONE ANGLE) (ONE PLATE) 0.2652 ill~2 Alea= 0.3750 lnA2 0.0000 In x• 0.0000 In 0.4999 In Y" 0.0625 In 0.0161 111"4 Ix• 0.0005 1nA4 0.0276 ln"4 ly• 0.2613 lnA4 0.2464 In ·IX• 0.0361, In 0.3227 In ry .. 0.8660 In 0.2464 In Least •r • 0.0361 In 0.9016 #/ft wt/ft .. 1.2750 #/ft 0.9841 Q• 1.()()00 107;8619 CC• 126.0992 Oillancey•· ·0.9824 In Dlstancex• 0.0000 In COMPOSITE PROPERTIES: 0.6402 1nA2 wt/ft. 2.1766 #/ft 0.7706 Iii rx• 0.2790 In 0.0498 ln"4 ry• 0.6946 In 0.3069 1nA4 wt/ft.• 0.2790 ·to 27-Jul-04 REINFORCEMENT CODE: CODE: MEMB ALONE " 0 2 MEMB W/RD CTR ,. 1 MEMB W/PL @TOES = 2 MEMB W/PL @LEGS = 3 REMARKS:· ***Plate Width -OK*** Distance y = Distance from the Back of the Heel of the Member, to the Centroid of the Reinforcement. Distance x = Distance from the Y-Y Axis of the Member, to the Centroid of the Reinforcement. ALLOWABLE STRESS FACTOR: 1.01 ALLOWABLE TENSION: (1% OVERSTRESS): Kl/r<•240 1 Angle P Load • 8,035 lbs (Incl 1 %) Relnf. P Load • 8,333 lbs (lncl1%) Total P Load .. 16,367 lbs·(lncl 1%) ALLOWABLE COMPRESSION I 1% OVERSTRESS ALLOWED) (ONE ANGLE MEMBER ALONE) X-XAxls K• 1.00 L/r• 129.8473 •6K• Fa• 8,946 psi ALL "P",. 2,396 lbs (Incl 1%) fa/Fa<•1 .01 • 2.63 •NG• (ONE ANGLE J.l!EMBER W/ /REINFORCEMENT) KL/r• Member Fas Rainf·Fa., MemberP= Relnf P = Total Allow P • fa/Fa<•1.01 ., 114.7124 •oK• 11,462 psi 11,462 psi 3,070 lbs (Incl 1%) 4,341 lbs (Incl 1%) 7,411 lbs (Incl 1%) 0.85 •oK• fa/Fa<=-1.01· 129.85 886.81 114.71 Y-Y Axis •oK• psi 0.79 0.76 0;39 1.00· 99.1731 14,987 4,014 U\7 lbs (Incl 1%) •NG• 46.0702 ~OK• 17,895 psi 18,877 psi 22,592 lbs (Incl 1%) 7,150 lbs (Incl 1%) 29,742 lbs (Incl 1%) A,21 ·oK· •0K• *OK• •oK• •ALLOWABLE STRESS• 30,300 ksl 22,220 ksl COMBINED ksi (REINFORCEMENT ALONE) Weak Axis 1.00 886.61 190 72 psi lbs (Incl 1 %) i .. 1 F.i.O~E){PO JG LOADING ANALYSIS CARLSBAD,CA G1-1 PANPT 2 4 7 9 11 - JSTABOVE J1-1 J2-1 J3-1 J4 J4-1 - JSTBELOW J21-1 J22.:1 J22.;2 J21 J21-2 - RCTABOVE 3,927 3;927 4,943 4,279 4,481 - RCTB.ELOW 4,474, 4,579 5,339 4,597 4,844 - 2PSF (640) (640) (640) . , . (640) (640) - TL@PP. 7,761 7,866 9,642 8,236 8,685 0 G1-2 PAN PT 2 4 7· 9 11 - JSTABOVE J21-1 J22-1 J22-2 J21 . J21-2 - JST.BELOW J21-1 J22-1 J22-2 J21 J21-2 - RCTABOVE 4,474 4,579 5,339 4,597 4,844 - RCTBELOW 4,474. 4,579 5,339 4,597 4,844 - 2PSF (640) (640) (640) (640) (640) - TL@PP 8,308 8,518 10,03.B 8,554 9,048 0 G1-3 PAN PT 2 4 7 9 11 - JSTABOVE J21-1 J22-1 J22-2 J21 J21-2 - JSTBELOW J29-1 J30-1 J30-2 J31 J31-1 - RCT.ABOVI; 4,474 4,579. 5,339 4,597 4,844 - RCTBELOW 4,352 4,483 · 5,175 .. 4,613 4,688 - 2PSF (640) (640) (640) (640) (640) - -TL@PP 8,186 8,422 9,874 8,470 8,892 0 G2-1 PAN PT 3 5 1 9 11 12 JSTABOVE J4-1 J4 J4-1 J4 J4-2 J6-1 ·• . JST 13E~OW J21-2 · J21 J21-2 J21 J21-3 J23-1 RCTABOVE 4,481 4,279 4,481 4,279 5,186 4,880 RCTBELOW 4,Q4,4 4,597 4,844. 4,597 6,313 5,416 2PSF .. (640) (640) (640) (640) (640) (640) TL@PP 8,685 IJ,236 8,685 8,236 10,859 9,656 - G2-2 · .. PAN,PT 3 5 7 9 11 12 JSTABOVE J21-2 J21 J21-2 J21 J21-3 J23-1 JSTBELOW J21-2 J21 J21-2 J21 J21-5 J23-2 RCTABOVE 4,844 4,597 . 4,844 4,597 6,374 5,991 RCTBELOW 4;844 :4,597 4,844 . 4,597 5,983 5,643 2PSF (640) . (640) (640) · (640) (640) (640) TL@-Pf> 9,048 8,554 9,048 8,554 11,717 10,994 ., ,, ,l G2-3 PAN PT 3 5 7 9 11 12 JSTABQVE J21-2 J21 J21-2 J21 J21-5' J23-2 JSTBELOW J21-2 J21 J21-2 J21 J21-6 J23-3 RCTABOVE 4,844 4,597 . 4,844. 4,597 6,104 5,764 RCTBE.LOW 4,844 4,597 4,844 4,597 '5,834 5,495 2PSF (640) (640) (640) (640) (640) (640) TL«rlPP 9,048 8,554 9,048 8,554 11,298 10,619 G2-4·· PAN PT 3 5 7 9 11 12 JSTABOVE J21-2 J21 J21-2 J21 J21-6 J23-3 JSTBELOW J31-1 J31 J31-1 J29 J29-2 J33-1 RCTABOVE 4;844 4,597 4,844 4,597 5,653 5,313 RCTBELOW 4,688 4,597 4,688 4,515 5,725 5,725 2PSF (640) (640) (640) . {640) (640) (640) TL@PP 8,892 8,554 8,892 8,472 10,738 10,398 G11-1 PAN PT 2 3 5 7 ,9 11 JSTABOVE J23 J21 J21 J21 J21 J21 JSTBELOW J23-4 J21 J21.:S J21. J21-2 J21 RCTABOVE 4,587 4,597 4;597 4,597 4,597 4,597 RCTBELOW 4,364 4,597 4,904 4,597 4,844 4,597 2PSF (640) (640) (640) (640) (640) (640) TL@PP · 8,311 8,554 . 8,861, 8,554 8,801 8,554 G11.-2 · PANil>T 2 3 5 7 9 11 JSTABOVE J23-4 J21 J21-8 . J21 J21-2 J21 JSTBELOW J32-1 J31-3 ,,J31-4 J31-3 J31-1 J31-3 RCTABOVE 4,364 4,597 4,904 4,597 4,844 4,597 RCTBELOW 4,688 4,46'1 5,390 4,461 4,688 4,461 2PSF (640) . (640) (640) · (640) (640) (640) TL@PP 8,412 8,418 9,654 8,418. 8,892 8,418 G12-1, PANPl'. 3 5 7 9 11 12 JST ABOVE J21 J21 J2,1 J21 J21 J25 JSTBELOW J21 J21-2 J21 J21-8 J21 J25-1 RCTABOVE 4,597 4,597'. 4,597 4,597 4,597 5,220 RCTBELOW 4,597 4,844 . 4,597 4,904 4,597 4,918 2P~F · (640) (640) (640) (640) (640) (640) TL~PP 8,554 8,801 . 8,554 . 8,861 8,554 9,498 , , G12·2 PAN PT 3 5 7 9 11 12 JSTABOVE J21 J21-2 J21 J21-8 J21 J25-1 'JSTBELOW J31-3 J31-1 J31-3 J31-4 J31-3 J35-1 RCTABOVE 4,597 4,844 4,597 4,904 4,597 4,918 RCTBELOW 4,461 4;688 4,4(:,1 5,390 4,461 4,688 2PSF (640) ,(640) '(640) (640) (640) (640) TL@PP 8,418 8,892 8,418 ,. 9,654 8,418 8,966 FLOREXPO - JOIST GIRDER MEMBER OVERSTRESS CHART '>"' ,_ CHORD I. LOAD W.EB LOAD · MARK MEMB SIZE LGTH COMP TEN MARK MEMB QTY SIZE LGTH COMP TEN G2-3 BC 3.00X .227 96.00 -82,419 G12-1 V1R 2 2.00 X .137 70'.94 12,912 - G2-2 BC 3.00X .227 96.00 -,82,992 ~24 _ V1R 2 2.00 X .137 70.94 14,136 - G2-3 V1R 2 2.00 X .137 70.94 14,436 - ~2-2 V1R 2 2,00X.137 70.S4 14,946 --G1-1 W5L 2 2.00X.137' 63.92 18,728 - G1-3 W5L 2 2.00X.137 63.92 19,490 - G1-2 WSL 2 2.00X .137 63.92 19,750 - G11-2 . W5L 2 2.00X .187 70.94 16,632 - G2-3 W3L 2 2.00 X ;213 . 57.43 27;038 - G2-2 W3L 2 2.00X .213 57.43 27,155 - G2-2 W!5L 2 2.00X.250 70.94 21,240 - L.~D -A,LLOW ABLE AXIAL & BENDING STRESS AN.,U. YSIS 27-Jul-04 JOB NUMBER:-! Vulcraft #70-4-354 JST/JG TYPE: 54G7NSPCL REINFORCEMENT CODE: CODE: JOB NAME\ FLOREXPO MARK NO: G2-2 MEMBALONE =0 3 LOCATION: Carlsbad, CA K/LH/JG: JG MEMB W/RD CTR =1 TC/SC/WEB: BC TENSION MEMBW/RDS =2 (Interior Panel=Q ; End Panel,.1) 0 **MEMB W/ANGLES =3 Lx• 96.0000 In Ly• 240.0000 In MEMB W/PL CTR =4 Gap Betw Membrs• 1.0000 In Non Std Gap Input• 1.0000 In MEMB W/PL @TOE = 5 Gravity Al\lat Load = 82,992 lbs Bendtng"P" Load• 0.00 lbs •• Blank• Channel; H = H Section Uniform Load • 0 #/ft Dist. to "P" Load • 0.00 In Max PP Moment• Dist = L/3 POSITION OF REiNFORCEMENT ANGLES: Max MP Moment,. Dist= U2 (114 inch Inside Underside of Toe of Chord= 0; Outside Underside of Toe of Chord• 1) 0 Dist put toe of chord (In) for "H" only• IBRG ANGLES: 50.00 ksl BRGDEPTH: 2.50()0 in Vertical Leg = 2.0000 In Area·= 1.8750 In•2 *Enter theSelsmlc Axial Load Horizontal Leg = 2.0000 Iii Y"" 0.5917 In as a (·) negative value when Thickness= 0.2500 In e= 1.6660 In the force Is In Tension. *Axail Seismic Ld •· 0 lbs Seismic Moment;= 0 in-lbs IBCANGLES: 50 ksl REINF ANGLE: 36 ksl REMARKS: Vertical Leg = 3.0000 in Vertical Leg • 2.0000 in Horizontal Leg = 3.0000 In Horizontal Leg = 2.0000 In ***OK*** **The Reinforcement Is Located Thickness= 0.2270 In Thickness= 0.2500 In 1/4 inch from the Face of the Vertical (TWO ANGLES) (ONE ANGLE) Legs of the Member, & a Minimum Area= 2.6209 lnA2 Area• 0.9375 In•2 1/4 Inch In from the Underside Toe of x= 0.8340 In ·X"' 0.5917 In the Member Angles. y= 0.8340 In y• 0.5917 In Ix= 2.2846 lnA4 Ix• 0.3476 in•4 ly= 6.94B7 in•4 ly• 0;3476 in•4 (Single Angle) lz = 0.4620 in•4 lz• 0.4667 In ri<= 0.9336' In rx• 0.6089 In ry• 1.6283 In ry• 0.6089 In (Single Angle) rz,. 0.5937 In rz• 0.7055 In Distance y = Distance from the wt/ft• B.9112 #/ft wt/ft• 3.1B75 #/ft Back of the Heel of the Member, to Qa 0.9223 Q• 1.0000 the Centroid of the Reinforcement. CC• 111.4160 CC• 126.0992 K= 1.0000 Distance x • Distance from the Y-Y (Kl/rx) Fe'• 14,124 psi Dlatancey• 0.8187 In Axis of the Member, to the Centroid Interior Panel Cm • 0.1032 Dlstancex• 0.0000 In ***OK*** of the Reinforcement. COMPOSITE PROPERTIES: Area• !1.4959 lnA2 Spp= 3.6007 in•3 y• 0.8276 in Smp• 1.3718 in•3 Ix• 2.9800 ln•4 rx= 0.8141 In IY" 7.6439 ln-4 ry.• 1.3039 In wt/ft= 15.2882 #/ft K= 1.00 Interior Panel Cm = 0.3125 Fe'• 10,740 psi rz= 0.5643 ALLOWABLE STRESS FACTOR (SF): 1.01 ALLOWABLE TENSION: 11% OVERSTRESS): Kl/r<•240 ta1r=a<•1.01 *ALLOWABLE STRESS* 1 Angle P Load = 39,314 lbs (lnclSF) 161.69 2.1110 *NG* 30,000 ksl 2 Angle P Load • 78;62B lbs (Incl SF) 161.69 1.0555 *NG* 30,000 ksi Relnf. P Load • 41,250 lbs (Incl 1%) 117.92 2.0119 *NG* 22,000 ksl TQ!al P Load ,. 119,878 lbs (Incl 1%) 117.92 ,0.6923 *OK* 26,664 ksl :(,CD -A.LLOWABLE AXIAL & B~NDING STRESS AN~YSIS 27-Jul-04 JOB NU~ER! Vulcraft #70.4-354 JST/JG TYP-=: 54G7NSPCL JOB NAM~: FLOREXPO MARK NO: G2-2 REINFORCEMENT CODE: LOCATION: Carlsbad, CA K/LH/JG: JG MEMB ALONE = 0 MEMS Ylf/RD CTR = 1 MEMS W/ RDS = 2 (Interior Panel=O; End.Panel=1) Lx• Gap Betw Membrs= Gravity Axial i.oad ,. Uniform Load • iBRG.ANGLES: Vertical Leg • Holizontal Leg • Thk:kness • *Axall Seismic Ld·= iWEB,ANGLES: Vertical Leg • Holizontal Leg • Thickness• (TWO ANGLES) Area• x= y= Ix• ly:s (Single Angle) lz • IX'" ry• (Single Angle) rz • wt/ft. Q·• CC• K• (KL'rx) Fe'= Interior Panel Cm • COMPOSITE PROPERTIES: Area• y• Ix= ly• wt/ft. Interior Panel Cm • 71.0000 1.0000 27,155 0 0 'In In · lbs #/ft 50.00·ksl 2.0000 In 2.0000 In 0.2500 In o lbs 2.0000 2.0000 0.2130 1,6133 0.5784 0.5784 0.6078 2.4839 0.1243 50 ksl in In .In 1n•2 In In in"'l 1n•4 1n•4 0.6138 in 1.2408 In 0.3926 in 5.4851 #/ft .1.0000 106.9987 1.0000 11,161 0.3966 1.9883 0.8563 1.2785 2.7652 6.7601 0.7132 psi ln"2 In 1n•4 1n•4 #/ft TC/$C/WEB: WEB COM PR Ly• Non Std:Gap Input• Bending "P" LOlll,I • Dist. to "P" Load • 71.0000 1.0000 0.00 0.00 In In lbs In **MEMS W/ANGLES = 3 MEMS W/PL CTR = 4 MEMS W/PL@TOE = 5 .. Blank .. ChaMel; H = H Section Max PP Moment = Dist = U3 Max MP Moment • Dist = U2 O Dl1t paat toe of chord (In) for "H" only• BRGDEPTH: 2.5000 In Area • f:8750 ln"2 •enter theSelsmlc Axial Load y• e• 0.5917 In 1.9216 In as a(·) negative value when the force Is In Tension. . Seismic Moment• 0 In-lbs REINF PLATE: 36 ksl Thickness• 0.1250 v,lkltlJ • 3.0000 (ONE PLATE) Area• 0.3750 ·x• 0.0000 y• 0.0625 Ix• 0.0005 ly= 0.2813 10•2 In In 10•4 10•4 rx• ry• O.Q361 In wt/ft. Q-• CC• 0.8660 In · 1.2750 #/ft 1.0000 126.0992 REMARKS: **The Reinforcement Is Located at the Toe of the Member Angles. Distance y = Distance from the Back of the Heel of the Member, to the Centroid of the Reinforcement. Distance x = Distance from the Y-Y Dlstancey• Dlatance·.x • 2.0625 0.0000 In Axis of the Member, to the Centroid Spp• Smp• rx• ry• K• Fe'• rz• 1.1198 1.4896 0.8019 1.1793 1.00 19,049 0.6939 In -oK*** of the Reinforcement. 1n•3 ln'a In In psi CODE: 5 ALLOWABLE STRESS FACTOR (SF): 1.01 ALLOWABLE TENSION: (1% OVERSTRESS): KUr<•240 1 Angle P Load • . 24,199 . . l>s (Incl SF) 2 Angle P Load = 48,398 'lbs (Incl SF) Relnf. P Load= 8,250 lbs (Incl 1%) Total P Load= 56,848 lbs (Incl 1 %) (ONE ANGLE MEMBER ALONE) ALL" Pz" = 3,757 lbs (Incl SF) AXIAL: (TWO ANGLE t,tEMBER ALONE) Z.Z Axil (No Flllt!S) K• 1.00 KUr• 180.8598 *OK* Fa= 4,611 psi ·ALL·"P"• 7,513 lbs (Incl SF) fa/Fa<•1.01 • 3.65 *NG*-FlllerReq (TWO ANGLE MEMBER WI /REINFORCEMENT) Kllr= 102.3210 *OK* Member Fa• 14,164 psi Relnf Fa= 12,682 psi MemberP= 22,851 lbs (Incl 1 %) Relnf P = 4,803 lbs (lncl'1%) Total Allow P = 27,654 lbs (Incl 1%) fa/Fa<=1:01 = 0.9820 *OK*-No FIiier fa/Fa<•1.01 180;86 1.1222 *NG* 180.116 0.5611 *OK* 88.54 3;2915 *NG* 88.54 0.4794 *OK• X-X Axil (FIiiers) y.y Axil 1.00 1.00 115.6685 *OK* 57.2194 11•,273 psi 23,418 18,368 lbs (Incl SF) 38,158 1.49315 *NG* 0.72 .88.5401 *OK* 60.2054 17,250 psi 22,682 14,377 psi 17,410 27,829 lbs (Incl 1%) 36,593 5,445 lbs (Incl 1%) 6,594 33,275 lbs (Incl 1%) 43,187 0.8161 *OK* 0.6288 *ALLOWABLE STRESS• *OK* psi lbs (Incl SF) *OK* *OK* psi psi lbs (Incl 1%) lbs (Incl 1 % ) lbs (Incl 1%) *OK* 30,000 ksl 30,000 ksl 22,000 ksl 28,491 ksl ' ~- LCD_ .. ALLOWABLE .AXl{\L & :JJENi>ING STRESS ANALYSIS 27-Jul-04 • JOB N,U , BER4 Vulcraft #70-4-354 JST/JG lYPE: 54G7NSPCL REINFORCEMENT CODE: CODE: JOB NAM.: FLOREXPO MARK NO: G1-2 MEMBALONE =0 5 LOCATION: Carlsbad, CA K/LH/JG: JG MEMB W/RD CTR =1 TC/BC/WEB: WEB COMPR MEMBW/RDS =2 (Interior Panel=0; End Panal=1) 0 *"MEMB W/ANGLES =3 Lxa 71.0000 In Ly• 71.0000 in MEMB W/PL CTR =4 Gap·Batw'Membrs= 1.0000 in Non Std Gap Input• 1.0000 in MEMB W/PL @TOE "5 Gravity Axial Load " 19,759 lbs Bending "P" Load •· 0.00 lbs ** Blank " Channel; H = H Section Uniform Load • 0 #/ft Dist. to •f>" Load • 0.00 in Max PP Moment = Dist = U3 Max MP Moment = Dist= U2 0 Dist past toe of chord (in) for "H" only"' leRG ANGLES: 50.00 ksl BRGDEPTH: 2.5000 In Vertical Leg " 2.0000 In Area• 1.8750 inA2 •enter theSeismic Axial Load Horizontal Leg • 2,0000 in Y•. 0.5917 in as a(-) negative value when Thickness• 0,2500 In e• 1.9492 In the force is in Tension. • Axail Seismic Ld " 0 lbs Seismic Moment• 0 in-lbs IWEB ANGLES: 60 ksl REINF PLATE: 36 ksi REMARKS: Vet1ical Leg • 2.0000 In Horizontal Leg • 2:0000 in Thickness 11 0,1250 in -oK*** **The Reinforcement Is Located Thickness• 0,1370 In Width .. 3.0000 in at the Toe of the Member Angles. (TWO ANGLES) (ONE PLATE) Area= 1.058& lnA2 Area= 0.3750 lnA2 x= 0,5508 In X" .0.0000 In y= 0.5508 In y= 0.Q625 In Ix= 0.4128 JnA4 Ix= 6.0005 lnA4 ly• 1.5814' JnA4 ly• 0.2813 InA4 (Single Angle) lz • 0.0833 111"4 fX" 0.6245 In rx• 0.0361 In ry .. 1.222~ In ry• 0.8660 In (Single.Angle) rz = 0.3967 In Distance y = Distance from the wt/ft .. 3.5988 #/ft wt/ft= 1.2750 #/ft Back of the Heel of the Member, to Q• 0.8788 Q• 1.0000 the Centroid of the Reinforcement. CC= 114.1535 cc,-126.0992 K= 1:0000 Distance x = Distance from the Y-Y (Kl/rx) Fe' • 11,553 psi Dlstancey= l!.0625 In Axis of the Member, to the Centroid Interior Panel Cm = 0.3536. Distancex• 0.0000 In ***OK*** of the Reinforcement. COMPOSITE PROPERTIES: Area= 1.4335 inA2 Spp• ,0.9927 lnA3 y• 0.9462 in Smp'" 1.1055 inA3 Ix• 1.0461 inA4, rx• 0.8543 In ly= 1.8627 lnA4 fY" 1.1399 In wt/ft= 4.6738 #/ft K= 1.00 Interior Panel Cm • 0.7449 Fe'= 21,618 psi f'Z" 0.6741 ALLOWABLE STRESS FACTOR 1sF1: 1.01 ALLOWABLE TENSION: (1% OVERSTRESS!: Kl/r<•240 fa/Fa<•1 .01 *ALLOWABLE STRESS• 1 Angle P Load = 15,877 lbs (Incl SF) 178.96 1.2445 *NG* 30,000 ksl 2 Angle P Load • 31,754 lbs (Incl SF) 178.96 o.~223 *OK* 30,000 ksl Reinf. P Load = 8,250 lbs (Incl 1%) 83.11 2.3950 *NG* 22,000 ksi Total P Load • 40,004 lbs (Incl 1%) 83.11 0.4939 *OK• 27,907 ksl (ONE ANGLE MEMBER,ALONE) ALL" Pz"• 2,517· lbs (Incl SF) AXIAL: ('TWO-ANGLE MEMBER ALONE) Z.Z Axil (No Fillers) X-X Axil (Fillers) Y-Y Axis K• 1.00 1.00 1.00 KUr= 178.9601 •oK• 113.6936 *OK* 58.0857 *OK* Fa= 4,709 psi 11,667 psi 20,980 psi ALL "P"= 5,034 lbs (Incl ~F) 12,473 lbs (Incl SF) 22,428 lbs (Incl SF) fa/Fa<=1.01 "' 3.!15 *NG*-FlllerReq 1.59999 *NG* 0.89 *OK* (TWO ANGLE MEMBER W/ /REINFORCEMENT) .Kur= 105.3302 *OK* 83.1132 *OK* 62.2846 *OK* Member Fa.• 13,178 ·psi 17,069 psi 20,200 psi Relnf.Fa= 12,292 ·psi 15,005 psi 17,208 psi MemberP= 13,948' lbs (Incl 1%) 18,067 lbs (lnci1%) 21,381 lbs (Incl 1 % ) Relnf.P • 4,658 lbs (Incl 1 %) 5,683 lbs (Incl 1 %) 6,516 lbs (Incl 1 % ) Total Allow P • 18,604 lbs (Incl 1%) 23,750 lbs (Incl 1%) 27;899 lbs (Incl 1%) fa/Fa<=1.01 = 1.0621 *NG*-FlilerReq 0.8320 *OK* 0.7082 *OK*