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HomeMy WebLinkAbout2200 FARADAY AVE; 150; CB081805; Permit.. ) ... ·'·. 'r City of Carlsbad 11-26-2008 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No: CB081805 . . Building Inspection Reques't Line (760) 602-2725 Job Address: 2200 FARADAY AV CBAD St: 150 Permit Type: Tl Sub Type: INDUST Parcel No: 2121204100 Lot#: 0 Status: Valuation: $2,102,380.00 Construction Type: 3B Applied: Occupancy Group: Reference #: Entered By: Project Title: SIERRA WIRELESS-60,068 SF Tl· Plan Approved: INCLUDING 1ST FLR-17,346 SF W/HS TO OFFICE, 10,834 SF Issued: Applicant: DONALD PITMAN DESIGN INC STE 290 3900 5TH A VE 92103 619 299 0011 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 RecL Water Con. Fee $5,906.84 $0.00 $3,839.45 $0.00 $0.00 $441.50 $0.00 $0.00 $9,614.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 · Inspect Area: Plan Check#: Owner: D L FARADAY LP C/O ORA ADVISORS LLC 220 E 42ND ST #27 NEW YORK NY 10017 Meter Size Add'I Reel. Water Con. Fee Meter Fee SDCWA Fee. CFO Payoff Fee PFF (3105540) PFF (4305540) License Tax (3104193) License Tax (4304193) Traffic Impact Fee (3105541) Traffic Impact Fee (4305541) PLUMBING TOTAL . ELECTRICAL TOTAL MECHANICAL TOTAL Master Drainage Fee Sewer Fee Redev Parking Fee Additional Fees HMP Fee TOTAL PERMIT FEES ISSUED 09/22/2008 LSM 11/25/2008 11/25/2008 $0.00 $0.00 $0.00 $0.00 $32,145.57 $29,672.83 $0.00 $0.00 $21,815.04 $20,136.96 $0.00 $20.00 $33.00 $0.00 $41,208.64 $0.00 $0.00 ?? $164,833.83 Total Fees: $164,833.83 Total Payments To Date: $164,833.83 Balance Due: $0.00 ~2 Inspector: I: FINAL APPROVAL Date: .q//~/4~ 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 protest procedures 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 planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which vou have oreviouslv been niven a NOTICE similar to this or as to which the statute of limitations has oreviouslv otherwise exnired. · City .. of Carlsbad Plan Check No. C!.J30~ l 8'0S 1635 FaradaY,.9ve., Carlsbad, CA 92008 760-602-2717 / 2718 / 2719 Est. Value Fax: 760-602-8558 www.carlsbadca.gov Plan Ck. Deposit ! B' 3~. 'f S" Building Permit Application JOB'LW-0 2. -lZo CT/PROJECT# PHASE# # BATHROOMS TENANT BUSINESS NAME S1er10-w,re /-e..ss -. . CITY STATE ZIP PHONE FAX EMAIL CllY. STATE ZIP -Ssc, -3ttf'u FAX EMAIL ARCH/DESIGNER NAME & ADDRESS CLAS5.8 (lee. 7031.5 Business and Pro/essions Code: Any City or Count): which requires a permit to construct, ficensed _llursuant to the provisions of the Contractor's License Law {Chapter 9, commending improve, demolish or reP,air any structure1 prior to its issuance, also requires the applicant for such permit to file a signed statement that he is 000 · · • f the Business and Pro,essions Code} or that he is exempt therefrom, and the baSIS for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of no {$500}). . ' This section need not be completed if the permit is for one hundred dollars ($100) or less. D 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' compensation coverage is unlawful, and shall subject an employer to criminal penalties hd civil fines up to one hundred thousand dollars (&100,000), in addition to the cost of compensati n, dam~ as provided for in Section 3706 of the Labor code, interest and attorney's fees. 25 CONTRACTOR SIGNATURE "p1 I hereby aflirm that I am exempt from Contractor's License law for the following reason: CJ I, as owner ol the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). CJ I, as owner of the property, am exclusively contracting with licensed contractors to construct me project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). CJ I am exempt under Section ____ ,Business 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. I (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 (include name address/ phone I contractors' license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supeivise and provide the major work (include name/ address/ phone/ contractors' license number): 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name/ address/ phone/ type of work): 25 PROPERTY OWNER SIGNATURE DATE Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? CJ Yes CJ No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? CJ Yes CJ No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? LI Yes CJ No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED 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 lending agency f6r the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name Lender's Address I certifythatl have read the application and state that the above information is correct and that the infon'nation on the plans is accufl!te. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSliS AND EXPENSES WHICH MAY IN ANYWAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavation over 5'0' deep and molltion or construction of structures over 3 stories in height. EXPIRATION: Every permit issued liy the Buildin Official under the pro is ions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the b i in or work""""' · by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 106.4.4 Uniform Building Code). Ji5 APPLICANT'S SIGNATURE DATE City of Carlsbad Bldg Inspection Request For: 04/14/2009 Permit# CB081805 Inspector Assignment: TP Title: SIERRA WIRELESS-60,068 SF Tl Description: INCLUDING 1ST FLR-17,346 SF W/HS TO OFFICE, 10,834 SF W/HS TO LAB, 4127SF W/HS TOW.HS, 2ND FLR-9,604 --- Type:TI Job Address: Suite: Location: Sub Type: INDUST 2200 FARADAY AV 150 Lot: 0 Phone: 6193411014 Inspector: _f!__ OWNER D L FARADAY LP Owner: D L FARADAY LP Remarks: Total Time: CD Description 19 29 39 49 Final Structural Final Plumbing Final Electrical Final Mechanical Act Comments Requested By: DAN Entered By: CHRISTINE _AL __________ _ t--- Comments/Notices/Holds Associated PCRs/CVs Original PC# PCR08155 ISSUED SIERRA WIRELESS: CHANGE TO ; STAIRWAY lns12ection Histo!Y Date Description Act lnsp Comments 04/03/2009 34 Rough Electric AP TP emg gen panels 03/30/2009 66 Grout AP TP GEN ENCL. 03/20/2009 89 Final Combo PA TP FOR MOVE IN ONLY. NO OCCUPANCY 03/19/2009 11 Ftg/Foundation/Piers AP TP GEN. SLAB 03/19/2009 12 Steel/Bond Beam AP TP 03/19/2009 31 Underground/Conduit-Wiring AP TP GROUND ROD 03/19/2009 61 Footing AP TP GEN. ENCL. WALLS 03/03/2009 34 Rough Electric AP TP MSB, SUB PNLS, XFMRS 03/03/2009 39 Final Electrical WC TP 03/02/2009 34 Rough Electric PA TP 1 ST FLR SUB PNLS 03/02/2009 39 Final Electrical WC TP 02/20/2009 14 Frame/Steel/Bolting/Welding AP TP T-CLNG 2ND FLR 02/20/2009 24 Rough/Topout AP TP I ,, ... ' -) r.-l City of Carlsbad Bldg Inspection Request For: 04/14/2009 Permit# CB081805 Inspector Assignment: TP 02/20/2009 34 Rough Electric AP TP CLNG LITES 2ND FLR 02/20/2009 44 Rough/Ducts/Dampers AP TP DUCTS 2ND FLR 02/19/2009 14 Frame/Steel/Bolting/Welding co TP T-CLNG 01/28/2009 14 Frame/Steel/Bolting/Welding AP TP t-clng 1st fir 01/28/2009 17 Interior Lath/Drywall AP TP int.stair encl. 01/28/2009 24 Rough/Topout AP TP 01/28/2009 34 Rough Electric AP TP clng lites 1st fir 01/28/2009 44 Rough/Ducts/Dampers AP TP ducts,nps 1st fir 01/27/2009 14 Frame/Steel/Bolting/Welding PA TP T-CLNG 1ST FLR 01/27/2009 24 Rough/Topout PA TP 01/27/2009 34 Rough Electric PA TP CLNG LITES 1 ST FLR 01/27/2009 44 Rough/Ducts/Dampers PA TP DUCTS, HPs 1 ST FLR 01/26/2009 14 Frame/Steel/Bolting/Welding AP TP INT. STAIR ENCU 01/26/2009 24 Rough/Topout WC TP 01/26/2009 34 Rough Electric AP TP INT STAIR ENCL. 01/26/2009 44 Rough/Ducts/Dampers WC TP 01/23/2009 84 Rough Combo PA TP T-CLNG WEST HALF 01/20/2009 84 Rough Combo NR RB TOO MUCH MISSING 01/06/2009 11 Fig/Foundation/Piers co TP 01/06/2009 17 Interior Lath/Drywall AP TP 2ND FLR OFFICES 12/29/2008 14 Frame/Steel/Bolting/Welding AP TP 12/29/2008 17 Interior Lath/Drywall AP TP 1ST FLR 12/29/2008 34 Rough Electric AP TP 2ND FLR OFFICES 12/15/2008 14 Frame/Steel/Bolting/Welding NR TP 12/15/2008 24 Rough/Topout AP TP INCL. RE-LOC. & CAPPED OFF PIPES 12/15/2008 34 Rough Electric WC TP 12/15/2008 44 Rough/Ducts/Dampers WC TP 12/12/2008 14 Frame/Steel/Bolting/Welding AP TP WALLS 12/12/2008 31 Underground/Conduit-Wiring AP TP UNDER SLAB AREAS 12/12/2008 34 Rough Electric AP TP WALLS 12/12/2008 34 Rough Electric AP TP 2ND FLR PMTR WALLS -~ .. -~ CIIV Of Carlsbad !(~ · Final Building Inspection Dept: Building Engineering Planning CMWD St Lite ~ Plan Check-#: Permit#: CB081805 Project Name: SIERRA WIRELESS-60,068 SF Tl INCLUDING 1ST FLR-17,346 SF W/HS TO OFFICE, 10,83 Address: 2200 FARADAY AV #150 Contact Person: DAN Sewer Dist: CA Phone: 6193411014 Water Dist: CA Lot: Date: 03/20/2009 Permit Type: Tl Sub Type: IN DUST 0 i;~:~:: .................... ~ ................. :~::::~~: .... «j;~{~ ... ~~~;~~~~:·2~~:~~~:·=· Inspected Date By: ___________ Inspected: ______ Approved: ___ Disapproved: __ Inspected Date By: ___________ Inspected: ______ Approved: ___ Disapproved: __ ................................................................... , ...................................................................................... . Comments: ______________________________ _ ,J ' ) ,._ CARL SCHMIDT Special Inspection Final Report REGISTERED SPECIAL INSPECTOR P.O. BOX 178403 SAN DIEGO. CA 92177-8403 Phone (619) 855-9252 DATE: 04 / 20 / 2009 TO: Mr. Tim PhilHps CITY OF CARLSBAD BUILDING INSPECTION DEPARTMENT 1635 FARADAY AVENUE CARLSBAD, CA 92008 Fax: (760) 602~8560 SUBJECT: SATISFACTORY COMPLETION OF WORK REQUIRING SPECJAL INSPECTION PERMIT NO.: _____ C-=8 ___ 08:::;.,..;1=8 ___ 05"'-------PLAN FILE NO.: PROJECT ADDRESS: Sierra Wireless -2200 Faraday Ave., Carlsbad, California The specral inspection services were provided by: SPECIAL INSPECTION AGENCY: Carl Schmidt ADDRESS: P.O. Box 178403 San Diego, CA 92177-8403 SPECIAL INSPECTOR'S NAME: (TYPE OR PRINT) Carl Schmidt SPECIAL INSPECTOR'S CERTIFICATION NUMBER: ______ 64 ..... 2 ______ EXPIRATION DATE: 12/31/10 COMMENTS: Epoxy, Shop Welding, Field Welding, Bolting, Reinforcing Steel and Reinforced Concrete. Inspections perfonned by this inspector were in substantial conformance with approved project specifications. f declare under penalty of perjury that, to the best of knowledge, alt the work requiring special inspection and/or material sampling and testing for structure/s constructed under the subject permit is in conformance with the approved plans and construction documents, the approved inspection and testing program and the applicable workmanship provisions of the California Building Code as amended by The City of Carlsbad. Executed on this 20th day of April /--=2=0 __ 09"'------ MONTH YEAR Signature: __ &_·--~-~-~-~------------- 6L£917LG 999 I ' Carl S£hmidt Inspection Services, Inc. P.O. Box 178403 San Diego, CA 92177-8403 (619) 855-9252 SPECIAL INSPECTION REPORT r"'• .,.. . .,.-I; J,y: ,.._,. /_, ·-~-Project: --, I e r r ,::0{_ (._..A/ ,. .t p ,..,,, _.,) ,,,_ I :.1 Address: '2 700 J-.a-V [t~f,:::;y /1 V C ; •. _ ....... • l .. _) .__,. Permit Number: C 8 0 9 -I 9. 0 "? Plan File Number: ____________ i· TYPE OF OBSERVATIONS: Reinforcing Steel __ Reinforced Concrete .,2s._ Structural Masonry __ Field Welding __ Epoxy __ Prestressed Concrete_ Shop Welding __ Bolting_ Fireproofing __ Number of Samples: ;: Type: __::_'-/_-"'..:..:>'-::.:.-:7_,___:':._:::...<...;, .. V;...._··/.:..·: _. ----------:-------. --·· 0 ,, "al ID "gnMix/P • /::-' I -~-· --; --;, -;, r-. . ...., ,; .,., 3 ,...-: .. ,.... 'a / 5 / Maten s es1 s1: -;r #t.A e:: ,f •1 / -· ? / ...-> c;,:; c / ,./ (,,/:;;-,.,.., . J ~ Date: /-· ?-CJ¢!( REPORT ,....... f -----l H ,;,;,:P.p c I .... ~.~/ ;-C' la:/" -. f:--l,.,,.t;:,.~-: t-; p:-:-1 t-·· .. 4J. ... / .. ~ ... ·:... / fi .'tf./4 ~:J ~ ; 9 ' / '2,_ !)' • ..f . .. -.,(_ /_ tr,,_,;;,..;_ / \ --,-·-I r !// ·? 1 0 c ..,~ / 1 j,;1 , p f / /~/ L.. .-' '"" I '--=; 2 · u . t - () ,_,; -~-l;""/-c.. Y~fi ..;__ ,;;'J l-., c. c t '-I,·,€-/ .a.:.(.·.,::>/' C£,t-··1 '.So/,,. ;/4 r, ·.;,, •1 , ,,.... / ~7 ;~~ ,-<.~ '('._ '(o o r-11,,.; 5 WORK INSPECTED CONFORMS WITH APPROVED PLANS AND SPECIFICATIONS UNLESS OTHERWISE NOTED ,,,,-.) t. ,1 £: I . c-r"'i?Y4 -r... _..; ··u ~; --C / /:.',<-, ;;2 ~ I/Cf 2 '1-·V7TIME IN: ? : 3 () TIME OUT:/ . 0 o Inspector (Print) Certification # -Inspec'tor's Signature it.I ·11 ·l /µ111 (//tr,~ Authorized Job Site Contact Signature Ge al C l~ .. ,,-~ net ontractor: 1 · Y L c / £"" / Address: ______________ _ City: _______________ _ Phone: ---------------- ,-.-...._ " ' Carl s~hmidt Inspection Services, Inc. P.O. Box 178403 .-. San Diego, CA 92177-8403 .,-..._ (619) 855-9252 SPECIAL INSPECTION REPORT (~~> ,I· r;, .I' ,t-r.. jJ I,/'..(_ /..f.. 5 S Project: _...:-::::::...J....::..-<;...,::....!...'-!...' ...:-~ ... _.::;,_ __ ..:__ _______ -:7 ________________ _ 1_/ ~; 7 0 O .,,-1 1 _, r. -?? / s-{) Address: ____ L_ ... ___ .:,_.r_c...:..' ..;:.f_..=:;:c;;.._~c:-l~c....~\/~-°'-·-v_·_<-_______________ _ / _ _, I I d City: Cc,.._)'-~so,;;: C f,11 o· c--1.1 9 ,..; r-Permit Number: -~ o o v ..,, Plan File Number: ___________ _ TYPE OF OBSERVATIONS: Reinforcing Steel _L Reinforced Concrete_ Structural Masonry __ Field Welding __ Epoxy __ Prestressed Concrete __ Shop Welding __ Bolting __ Fireproofing __ Number of Samples:___ Type: ______________________ _ ,,.1 / '"r-Materials/DesignMix/Psi:_:...,H:...· --.....:v_/_:;... ______________________ _ Date: /- / C [f~()l -----REPORT 1 9 / 1 c. r , · o ~ o+ / /-t· D c...._r , c-. t ic..) 1.,s. r Ja v 7· 1 ,-.. °' ...r ,/ /1,?, o I Q ·=~ ,-,.. ,;y /{) / 1 I(&' ,.;..1..e...;-c/.-€ 'T I 2 l -J ,{) TTo #"'-; c;,. ' ..,, . C po 'r' # s-/ cl '-t..J 0 .,t>z--7 o / -C. 6 c::,,__i""f ?t ....... . kc..,.. 7 L .,.;,1 ,-, ··u _,-·-/,.;; ,. .. J C) (...1_ ('-' r " -€ -1~) o / r 1 ...., s +~ .r- .J-ru-o,/JL 7 c,. , . 1 5 ./'~S Z. r ,rt C o tJ::z ,..,;; / -e 7:-C , --7-r' ------------------------""-:;--------------.. ·· ·.-_-:-' WORK INSfECTED CONFORMS WITH APPROVED PLANS AND SPECIFICATIONS UNLESS OTHERWISE NOTED c·~ I s;_ L 11-, t. cl r ~ S,/ ·z_ TIME IN: F', , ?' 0 TIME OUT: -----Inspector (Print) Certification # .. :;> General Contractor: t> t,, c' o r--___ /..,..,__ ________ _ Address: ---------------Inspector's Signature City: ---------------- Phone: ----------------Authorized Job Site Contact Signature .,. ' Carl Schmidt Inspection Services, Inc. P.O. Box 178403 ___ San Diego, CA 92177-8403 ,,,--....., (619) 855-9252 SPECIAL INSPECTION REPORT S ,I,,. /) I 1 1't t_ /-c. ,),--r Project: _ _::::::....:1=-tC-::...· .c.JG::...···~....lt~r-____,!Cr,,.:::;_:;__:...(,.,,..,I;:..._ ____ __;...);...._ ____________ _ Address: __ ·2--7 _-z_o_-...,.o_.:..lc_..:,c..;;,.~_r_c_:.\~'i;__.~_· TV:;__....;/~4_v_-e_;...• ------------~ I . l City: __ __:C.::;;,. .. _/c;::.;A;;;;;,r_1...;,.;_6_c.... __ c/ _____________________ _ Permit Number: __________ Plan File Number: __________ _ TYPE OF OBSERVATIONS: Reinforcing Steel __ Reinforced Concrete __ Stru~tural Masonry __ Field Welding __ Epoxy~ Prestressed Concrete __ Shop Welding __ Bolting __ Fireproofing __ NumberofSamples: __ Type: ____________________ _ Materials/DesignMix/Psi: A -r; I ... (--S, · ,_,~ ;{} ...r c; -i S 6. r _z c c. 3-Z 7 7 Date: ____ _ REPORT I}'1 .r T G'\. // 1'-. ? ,# 5 (:er; oJ-(-/o e,J...(? /J / ?-'? lo la ' / ' r //' "--' <" / -c.' q r; ;) I' /. 0 r 1= / ... -, J C; /' ~ /" / (./ <l r I WORK INSPECTED CONFORMS WITH APPROVED PLANS AND SPECIFICATIONS UNLESS OTHERWISE NOTED C~ /_<::_/,.,,..__ r. /;-? ~ Z TIMEIN: [f',,·oe1 TIMEOUT: ___ _ Inspector (Print) Certification # ·' General Contractor: A, c:· o I --,:...._:~::_....::..----- Address: -------------City: --------------- Phone: ----,.-------------Authorized Job Site Contact Signature •• '!, ~ ' ,. ·=· .. , SPECIAL INSPECTION REPORT \ I "._e '( /'I ~ /4/ ,' ·j'--.£ le J .J Project:_--=...>~.::._..:_.:....__:::::_~=..-=-:__-__::..= ____ ::-;:::::;-------------- 1 # IF o Address: __ t_Z~Z~0~0:_~1:-::..:,~_-_:;:c....:::..r!......:a.~...::::«::.....::a..~y:::_..::C.::L..!v::-=.-e:::_ __ ..:...:::. __________ _ /" City: __ ~L=-7c:;::0:::L_/~..f::L..:6:.::.....::~:::...._sd:,__ _________________ _ Permit Number:----------------------------- Plan File Number: ___________________________ _ TYPE OF OBSERVATIONS: Reinforcing Steel __ Reinforced Concrete __ Structural Masonry __ Field Welding _ Epoxy __ Prestressed Concrete __ Shop Welding __ Bolting_){_ Fireproofing __ Number of Samples:___ Type: ______________________ _ A 7Z c-Materials/DesignMix/Psi:_....£_!_·--=-_;::::_.:::::._..J ____________________ _ i / -. ,a;;:, Date: / -.J --· 0 9 REPORT /./.e t-, . /', ·-P d 1---e vr .r 1 · ..) ..--, 1 ""' 7 c:> -r -::0' I .• -~- WORK INSPECTED CONFORMS WITH APPROVED .PLANS AND SPECIFICATIONS UNLESS OTHERWISE NOTED (~-/J.,,.cL~ .. ·Jr t,y·z TIMEIN:.7:t.J<> TIMEOUT:/o:oo Inspector (Print) Certification # General Contractor: /? f/ C: c> r --/--"--"'------ , . Inspector's Signature Address: ·--------------- City: ______________ _ Phone: Authorized Job Site Contact Signature --------------- ., /") I (' I (_'. {A.. r I ~ {._, Y'J i4-'l ' ') SPECIAL INSPECTION REPORT 5-f •• c r /' /;, v/i t--e .I .R. f .f Project: _ _.:::!...!...~'-~_:__:--.:;__:::::.....:...:_~~-,:::_ ____ -:-7" _____________ _ Address: _...:L-::::: •. 7::__:::2::..· :::,0_:0::__..:...l-_--...:c.:..::J:__4..:....:::D:...1~~--:..,;Y~~c..!....!v~e.::....:.._tY_.__,,.;_l:::::.J_-..;;;;(~_) _________ _ City: __ __i.G_-~Ov=.Jt..· -!./:..:=J~6:::..::, Ci:!..' _:c1_· __ ,., ______________ _ Permit Number:------------------------------ Plan File Number: ____________________________ _ TYPE OF OBSERVATIONS: Reinforcing Steel __ Reinforced Concrete __ Structural Masonry __ Field Welding .)( Epoxy __ Prestressed Concrete_ Shop Welding __ Bolting _x Fireproofing __ Number of Samples:___ Type: ______________________ _ Materials/DesignMix/Psi: /-/ -3 (; , ,A -S-v O . L:--7 I T -E; I' / Date: /-lt./-o 7 REPORT F J ' l l ./ -........ ' ~ -l'-. -L 7 I /-o _,e_ )( , ..t / 1 {'; C D c::..__.r / d /' .r I o, ; I' .) O J /-t: v -f: ,;v,,,, -1· "' • // V . ..,__ • WORK INSPECTED CONFORMS WITH APPROVED PLANS AND SPECIFICATIONS UNLESS OTHERWISE NOTED ~-;.;-/ Jc. L;,h.-,,· c/.7' t' V2 TIMEIN:-7.·c:; o TIMEOUT: .J;·oo Inspector (Print) Certification # General Contractor: $ 1 L C,. o .r --7'-r--"---:;;__;;.----- Address: Inspector's Signature ' --------------- City: ---------------- Phone: Authorized Job Site Contact Signature --------------- Carl ~Schmidt Inspection Services, Inc. P.O. Bo~ 178403 San Diego, CA 92177-8403 (619) 855-9252 SPECIAL INSPECTION REPORT c ... /./. , I Project: ....:> / ,~~ /p-,,q t/l/ I I" e / c,,.··r: ,;- Address: 2 ']. or> j:."'/.;r e,, f·<~ <v' ,,./v c_ . / City: __ .".,,-:-.,-,/ / -; /: 4-c:/ Permit Number: C /3 ,1:. ;:;-· -/ 8c;J(. Plan File Number: ___________ _ TYPE OF OBSERVATIONS: Reinforcing Steel_ Reinforced Concrete __ Structural Masonry __ Field Welding __ Epoxy __ Prestressed Concrete __ Shop Welding __ Bolting __ Fireproofing __ Number of Samples: /, /. / , Type: ~?. · -· .k <'./ _. 7 ,-: b~ . Materials/DesignMix/Psi: /-/ & /J / ,;:' t, --jZ::: Date: / -// · (, 9 . . j;l// '<,, I;-~ I / I --;· ;, .r / ,: c.-:r ,:· (' ./ I "" /I,: /'i ., I' /-i/·; I /, . .,.-a .5 ( ... ,; t·,.-_f REPORT + , '·,/f l--·.0 . _f .-i i ,~ .. ·1 '~ .I ,.·l . .->' l/' ,/ <-.,,-; .,· ,,,;/ ;• .. •,,;I.Ir,-.,.,.( -- WORK INSPECTEitCONFORMS WITH APPROVED PLANS AND SPECIFICATIONS UNLESS OTHERWISE NOTED ,,. ,. / .-/ /' 0tr ~ ,r" • .-•• {~ .-c -/ ~~ . U (' ()t,-'I;('_, / r.'./ · ,.,-::/4 /"%1 Inspector (Print) ~. -- ,,... TIME IN v· ., '.1 2·-:::qq7. ({-lfl:? : c, . P J Certification # TIMEOUT: ,,.-.• ? /""J '/,/C~,, General Contt"''"'or: £? \/ /-._..,..1 .v· ~II _ __,.___,,,..._...c ..... ,, ,;. ______ _ Address: Inspector's Signature ---------------City: ---------------- Phone: ----------------Authorized Job Site Contact Signature /;/rt'6~A rector/ID ,aqoJ- (BEC) SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT 10124 OLD GROVE ROAD SAN DIEGO, CA 92131 STARTUP AUTHORIZATION qg-ff/q Application Number 8PIQ<WW -©1 1 male-I ~r: 2ll?~ -11,t~1 dti~ t11. /.!lJ ~ locatedat J:)-0() ~~ Al.e-.. ~buC CA 1:xxJS ~ r I I I (ADDRESS) until OJif;f'tt/ pursuant to Rule 21 of the Rules and Regulations of the Air Pollution Contr District, subject to the following conditions: A copy of this authorization shall be posted on or near the equipment for which operation is authorized. r The Undersigned APCD representative shall be notified as soon as the equipment is fully operational. Operation is authorized only for the purpose of: r Shaking Down, testing and evaluating the equip:rrent na:rred above. ~wing operation until an APCD Pennit to Operate has been issued. THIS IS NOT AN AUTHORIZATION TO EXCEED ANY APPLICALBE EMISSION STANDARD. TIDS AUTHORIZATION IS SUBJECT TO CANCELLATION IF ANY EMISSION STANDARD OR CONDITION IS VIOLATED. IF THERE ARE ANY QUESTIONS ABOUT TIDS AUTHORIZATION, PLEASE CONTACT THE UNDERSIGNED AT (85~ 586-y;).'6 . WHITE -Operator YELLOW -Engineering PINK -Compliance DATE: November 19, 2008 JURISDICTION: Carlsbad PLAN CHECK NO.: 08-1805 EsGil Corporation In (Partnersfzip witfz (Jovemment for IJ3uifaing Safety SET:V PROJECT ADDRESS: 2200 Faraday Suite 150 & 150-B PROJECT NAME: Sierra Wireless -Office TI ~T ~ D PLAN REVIEWER D FILE ~ 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 correct$d and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at Esgil · Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: D Esgil Corporation staff did not advise the applicant that the plan check has been completed. [x] Esgil Corporation staff did advise the applicant that the plan ch_eck has been completed. Person contacted: Donald Pitman Design, Inc. Telephone#: (619) 299-0011 Date contacted: /.{/,q/of(~./5) F·ax #: (619) 299-5544 Mail Telephone v"' Fax In Person D REMARKS: /6 foe /._a_ "'J C.r-1 rr,'e/ by [)() na.JJ :PifWI a.n ' \ \ \ j 8 y: Sergio Azuela Esgil Corporation D GA D MB D EJ D PC Enclosures: LOG DATE: November 18, 2008 JURISDICTION: Carlsbad PLAN CHECK NO.: 08-1805 EsGil Corporation In <Partnersli.ip witli. qovernmentfor(]Jui[rfing Safety SET:IV PROJECT ADDRESS: 2200 Faraday Suite 150 & 150-B PROJECT NAME: Sierra Wireless -Office TI D APPLICANT ~~EVIEWER D 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. IZ] 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. IZ] The applicant's copy of the check list has been sent to: Donald Pitman Design, Inc. 3900 Fifth Ave., Suite 290, San Diego, CA 92103 D Esgil Corporation staff did not advise the applicant that the plan check has been completed. IZ] Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Donald Pitman Design, Inc. Telephone#: (619) 299-0011 Date contacted: (( (i1(0~b~ Fax #: (619) 299-5544 MaiV Telephone FaV In Person D REMARKS: By: Sergio Azuela Esgil Corporation D GA D MB D EJ D PC Enclosures: 11/12/08 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 , Ca:dsbad 08-1805 . . 'November 18, 2008 RECHECK CORRECTION LIST JURISDICTION: Carlsbad PLAN CHECK NO.: 08-1805 PROJECT ADDRESS: 2200 Faraday Suite 150 & 150-B DATE PLAN RECEIVED BY ESGIL CORPORATION: 11/12/08 REVIEWED BY: Sergio Azuela FOREWORD (PLEASE READ): DATE RECHECK COMPLETED: November 18, 2008 SET: IV This plan review is limited to the technical requirements contained in the Building Code, Plumbing Code, Mechanical Code, 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. The approval of the plans does not permit the violation of any state, county or city law. A. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. B. 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 corrections. Please contact me if you have any questions regarding these items. C. 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? DYes ONo , <;arlsb.ad 08-1805 ''November 18, 2008 1. Please make all corrections, as requested in the correction list. Submit three new complete 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 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, 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. 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. 7. Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes. California Business and Professions Code. This correction will be rechecked at Final Submittal. 34. Provide notes and details on the plans to show compliance with the enclosed "Disabled Access" Review List. If you have any questions regarding these plan review items, please contact Sergio Azuela at Esgil Corporation. Thank you. DISABLED ACCESS REVIEW LIST DEPARTMENT OF STATE ARCHITECT TITLE 24 The following disabled access items are taken from the 2007 edition of California Building Code, Title 24. Per Section 109.1, all publicly and privately funded public accommodations and commercial facilities shall be accessible to persons with disabilities. NOTE: All Figures and Tables referenced in this checklist are printed in the California Building Code, Title 24. • REMODELS, ADDITIONS AND REPAIRS 1. When alterations, structural repairs or modifications or additions are made to an existing building, that building, or portion of the building affected, is required to comply with all of the requirements for new buildings, per Section 1134B.2. These requirements apply as follows: a) The area of specific alteration, repair or addition must comply as "new" construction. c) Existing sanitary facilities that serve the remodeled area must be shown to comply with all accessibility features. , Carlsb.ad 08-1805 " November 18, 2008 • RESTROOM FIXTURES AND ACCESSORIES • Provide complete construction details and specifications to show full compliance. Please note that the actual dimensions shall be shown in the construction details, instead of typical details. Full compliance will be rechecked. THE SHOWERS IN ROOM 207 ARE NOT COMPLYING WITH THE MINIMUM REQUIRED DIMENSIONS. ORIGINAL CORRECTIONS ARE STILL APPLICABLE. 11. If showers are proposed, show or note compliance with the following requirements, per Section 11158.4.4: a) Size and Clearance. Accessible showers shall comply with one of the following: i) Alternate roll-in shower 60 inches minimum in width between the wall surfaces and 36 inches in depth with an entrance opening width of 36 inches minimum. Shower compartment size and clear floor space shall comply with Figure 11 B-2B. ii) Alternate roll-in shower 60 inches minimum in width between the wall surfaces and 36 inches in depth as long as the entrance opening width is a minimum of 36 inches. Shower compartment size and clear floor space shall comply with Figure 11 B-2C. iii) Please revise the plans to show consistency. The details J/A0.2 and R/A4.1 are different. Please note that the actual dimensions shall be shown in the construction details, instead of typical details. Full compliance will be rechecked. c) Orientation. Where within the same functional area, two or more accessible showers are provided, there shall be at least one shower constructed opposite hand from the other or others (i.e., one left-hand control versus right-hand control). d) Water controls shall be of a single-lever design, operable with one hand, and shall not require grasping, pinching or twisting of the wrist. The center line of the controls shall be located at 40 inches above the shower floor. i) Controls in a 60-inch minimum by 36-inch minimum alternate roll-in shower shall be located on the side wall of the compartment adjacent to the seat and the centerline of the controls shall be within a range of no less than 19 inches and no more than 27 inches from the seat wall as shown in Figure 11 B-28. ii) Controls in a 60-inch minimum by 36-inch minimum alternate roll-in shower with optional enclosure shall be located on the back wall of the compartment adjacent to the seat and the centerline of the controls shall be within a range of no less than 19 inches and no more than 27 inches from the seat wall as shown in Figure 11 B-2C. , 9~d~l)ad 08-1805 'November 18, 2008 e) A flexible hand-held shower unit is required with at least a hose 60 inches long that can be both used as a fixed shower head and hand held. This unit shall be mounted such that the top of the mounting bracket is a maximum of 48 inches above the shower floor. i) ii) The hand held sprayer unit in a 60-inch minimum by 36-inch minimum alternate roll-in shower shall be located on the side wall of the compartment adjacent to the seat and the centerline of the controls shall be within a range of no less than 19 inches and no more than 27 inches from the seat wall as shown in Figure 11 B-28. The hand held sprayer unit in a 60-inch minimum by 36-inch minimum alternate roll-in shower with optional enclosure shall be located on the back wall of the compartment adjacent to the seat and the centerline of the controls shall be within a range of no less than 19 inches and no more than 27 inches from the seat wall as shown in Figure 11 B-2C. END OF DOCUMENT DATE: November 3, 2008 JURISDICTION: ·Carlsbad PLAN CHECK NO.: 08-1805 EsGil Corporation In <.Partnersnip wit/i, (}overnment for (]3ui{aing Safety SET~_;t; PROJECT ADDRESS: 2200 Faraday Suite 150 & 150-B PROJECT NAME: Sierra Wireless -Office TI D APPLICANT ~ D PLAN REVIEWER D 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. ~ The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. ~ The applicant's copy of the check list has been sent to: Donald Pitman Design, Inc. 3900 Fifth Ave., Suite 290, San Diego, CA 92103 D Esgil Corporation staff did not advise the applicant that the plan check has been completed. ~ Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted/: Don11d Pitman Design, Inc. Telephone#: (619) 299-0011 Date contacted!/ if ;of~/48) Fax #: (619) 299-5544 MaiV Telephone FaV In Person D REMARKS: By: Sergio Azuela Esgil Corporation D GA D MB D EJ D PC Enclosures: 10/28/08 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 , Carlsbad 08-1805 'November 3, 2008 RECHECK CORRECTION LIST JURISDICTION: Carlsbad PLAN CHECK NO.: 08-1805 PROJECT ADDRESS: 2200 Faraday Suite 150 & 150-B DATE PLAN RECEIVED BY ESGIL CORPORATION: 10/28/08 REVIEWED BY: Sergio Azuela FOREWORD (PLEASE READ): DATE RECHECK COMPLETED: November 3, 2008 SET: III This plan review is limited to the technical requirements contained in the Building Code, Plumbing Code, Mechanical Code, 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. The approval of the plans does not permit the violation of any state, county or city law. A. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. B. 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 corrections. Please contact me if you have any questions regarding these items. C. 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? DYes DNo _J , Carlsbad 08-1805 ·November 3, 2008 1. Please make all corrections, as requested in the correction list. Submit three new complete 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·ot 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, 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. 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. 7. Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes. California Business and Professions Code. This correction will be rechecked at Final Submittal. 24. It appears that the stairway located on room 210/209 is a new stairway. Please clarify. If the stairway is a new proposed stairway, clearly sh_ow full compliance. Additional corrections may follow. Section A 106.1.1. Full compliance shall be shown on plans for the "New Stairway". The applicant shall provide approval from the Building Official to defer this item or show full compliance on the plans prior to the approval of the plans. 32. Please provide notes on the plans to show the suspended ceilings in Seismic Design Categories D, E & F comply with ASCE 7-05 Section 13.5.6.2.1 as follows: a) All ceilings shall use a Heavy Duty T-bar grid system. b) The width of the perimeter supporting closure angle shall be not less than 2 inches. c) In each orthogonal horizontal direction, one end of the ceiling grid shall be attached to the closure angle. d) The other end in each horizontal direction shall have a ¾" clearance from the wall and shall rest upon and be free to slide on a closure angle or a listed assembly. e) Ceiling areas over 1,000 ft.2 must have horizontal restraint wires (typically restraint would consist of four 12 gauge wires splayed 90° to each other and sloped 45° to the horizontal, spaced 12" o.c.). f) Ceiling areas over 2500 ft.2 must have seismic separation joints or full height partitions. g) Ceilings without rigid bracing must have 2" oversize trim rings for sprinklers and other ceiling penetrations. • . The correction response provided for this correction reads: "See sheet A4.1 Detail C", however, the Detail C on sheet A4.1 provided do not include the required information. Original correction is still applicable. New suspended ceiling is shown on sheets A1 .3 and A2.3. Original correction is still applicable. , Ca:dsbad 08-1805 'November 3, 2008 33. Guards (Section 1013): a) Shall be detailed showing adequacy of connections to resist the horizontal force prescribed in Section 1607.7. The correction response provided for this correction reads: "Office space, Occupancy B only will be on the 2nd floor". The correction response is not related to the required information. Original correction is still applicable. The required detail demonstrating the adequate connection, including the size and spacing of the supporting posts, etc. has not been provided. Original correction is still applicable. 34. Provide notes and details on the plans to show compliance with the enclosed "Disabled Access" Review List. If you have any questions regarding these plan review items, please contact Sergio Azuela at Esgil Corporation. Thank you. DISABLED ACCESS REVIEW LIST DEPARTMENT OF STATE ARCHITECT TITLE 24 The following disabled access items are taken from the 2007 edition of California Building Code, Title 24. Per Section 109.1, all publicly and privately funded public accommodations and commercial facilities shall be accessible to persons with disabilities. NOTE: All Figures and Tables referenced in this checklist are printed in the California Building Code, Title 24. • REMODELS, ADDITIONS AND REPAIRS 1. When alterations, structural repairs or modifications or additions are made to an existing building, that building, or portion of the building affected, is required to comply with all of the requirements for new buildings, per Section 1134B.2. These requirements apply as follows: a) The area of specific alteration, repair or addition must comply as "new" construction. c) Existing sanitary facilities that serve the remodeled area must be shown to comply with all accessibility features. • STAIRWAYS AND HANDRAILS • Clearly show full compliance for the stairways which are part of the Path of Travel. Provide complete construction details and specifications to show full compliance. Please note that the actual dimensions shall be shown in the construction details, instead of typical details, Full compliance will be rechecked. , Carlsbad 08-1805 'November 3, 2008 • SANITARY FACILITIES • Provide complete construction details and specifications to show full compliance. Please note that the actual dimensions shall be shown in the construction details, instead of typical details. Full compliance will be rechecked. 11. Show or note, per Section 1115B.3.1.4 that the doors to the accessible water closet compartment will be equipped with a self closing device with: a) ~32" clear opening width when located at the end of the compartment. b) ~34" clear opening width when located at the side of the compartment. 12. The door into the accessible water closet ·compartment shall be provided with a clearance of at least 18" at the strike side of the door, per Section 1115B.3.1.4.5. Additionally, such doors shall have a clear space of not less than 48" as measured at right angles to the door in its closed position. • RESTROOM FIXTURES AND ACCESSORIES • Provide complete construction details and specifications to show full compliance. Please note that the actual dimensions shall be shown in the construction details, instead of typical details. Full compliance will be rechecked. 13. If showers are proposed, show or note compliance with the following requirements, per Section 1115B.4.4: a) Size and Clearance. Accessible showers shall comply with one of the following: i) Alternate roll-in shower 60 inches minimum in width between the wall surfaces and 36 inches in depth with an entrance opening width of 36 inches minimum. Shower compartment size and clear floor space shall comply with Figure 11 B-2B. ii) iii) Alternate roll-in shower 60 inches minimum in width between the wall surfaces and 36 inches in depth as long as the entrance opening width is a minimum of 36 inches. Shower compartment size and clear floor space shall comply with Figure 11 B-2C. Please revise the plans to show consistency. The details J/A0.2 and R/A4.1 are different. Please note that the actual dimensions shall be shown in the construction details, instead of typical details. Full compliance will be rechecked. c) Orientation. Where within the same functional area, two or more accessible showers are provided, there shall be at least one shower constructed opposite hand from the other or others (i.e., one left-hand control versus right-hand control). , Carlsbad 08-1805 ''November 3, 2008 d) Water controls shall be of a single-lever design, operable with one hand, and shall not require grasping, pinching or twisting of the wrist. The center line of the controls shall be located at 40 inches above the shower floor. i) Controls in a 60-inch minimum by 36-inch minimum alternate roll-in shower shall be located on the side wall of the compartment adjacent to the seat and the centerline of the controls shall be within a range of no less than 19 inches and no more than 27 inches from the seat wall as shown in Figure 118-28. ii) Controls in a 60-inch minimum by 36-inch minimum alternate roll-in shower with optional enclosure shall be located on the back wall of the compartment adjacent to the seat and the centerline of the controls shall be within a range of no less than 19 inches and no more than 27 inches from the seat wall as shown in Figure 11 B-2C. e) A flexible hand-held shower unit is required with at least a hose 60 inches long that can be both used as a fixed shower head and hand held. This unit shall be mounted such that the top of the mounting bracket is a maximum of 48 inches above the shower floor. i) The hand held sprayer unit in a 60-inch minimum by 36-inch minimum alternate roll-in shower shall be located on the side wall of the compartment adjacent to the seat and the centerline of the controls shall be within a range of no less than 19 inches and no more than 27 inches from the seat wall as shown in Figure 118-28. ii) The hand held sprayer unit in a 60-inch minimum by 36-inch minimum alternate roll-in shower with optional enclosure shall be located on the back wall of the compartment adjacent to the seat and the centerline of the controls shall be within a range of no less than 19 inches and no more than 27 inches from the seat wall as shown in Figure 118-2C. END OF DOCUMENT i I ! DATE: October 1, 2008 JURISDICTION: Carlsbad PLAN CHECK NO.: 08-1805 EsGil Corporation In (}?artn.ersfiip witfi government for (}Jui[tfing Safety SET:I PROJECT ADDRESS: 2200 Faraday Suite 150 & 150-B PROJECT NAME: Sierra Wireless -Office TI D 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. [x] 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. [x] The applicant's copy of the check list has been sent to: Donald Pitman Design, Inc. 3900 Fifth Ave., Suite 290, San Diego, CA 92103 D Esgil Corporation staff did not advise the applicant that the plan check has been completed. [:g] _ Esgil Corporati01+ staff did advise the applicant that the plan check has been completed. Person contacted:,, P,_o'fld Pitman Design, Inc. Date contacted: ( o/ ;Lj08(by~ Mai~ Telephone Faxv In Person D REMARKS: By: Sergio Azuela Esgil Corporation C8':] GA C8':] MB O EJ O PC Enclosures: 09/23/08 Telephone#: (619) 299-0011 Fax #: (619) 299-5544 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 , , Cadsbad 08-1805 October 1, 2008 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: 08-1805 OCCUPANCY: B TYPE OF CONSTRUCTION: ALLOWABLE FLOOR AREA: SPRINKLERS?: REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: October 1, 2008 FOREWORD (PLEASE READ): JURISDICTION: Carlsbad USE: Office ACTUAL AREA: 60,068 SF (TI only) STORIES: 2 HEIGHT: OCCUPANT LOAD: DATE PLANS RECEIVED BY ESGIL CORPORATION: 09/23/08 PLAN REVIEWER: Sergio Azuela This plan review is limited to the technical requirements contained in the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 2007 CBC, which adopts the 2006 IBC. 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. 105.4 of the 2006 International 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. , t ', Carlsbad 08-1805 October 1, 2008 • GENERAL 1. Please make all corrections, as requested in the correction list. Submit three new complete 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 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, 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. 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. • PLANS 2. Provide a note on the site plan indicating the previous use of the tenant space or building being remodeled. Section A 106.1.1. 3. When the character of the occupancy or use changes within a building, the building must be made to comply with current Building Code requirements for the new occupancy. Section 3406. Please provide complete details to show the building will comply. a) When performing an allowable floor area analysis for the entire building, do not use the "separated uses" option from Section 508, unless it can be shown that all existing tenants are separated from each other by the required fire barriers. 4. Indicate the use of all spaces adjacent to the area being remodeled or improved. 5. Show any existing fire rated area separation walls, occupancy sepamtion walls, demising walls. Identify and provide construction details for proposed new fire rated walls. 6. Provide a plot plan showing the distance from the building to the property lines and the location of tenant space (or remodel) within the building. 7. Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes. California Business and Professions Code. · , '•Carlsbad 08-1805 October 1, 2008 8. Provide a Building Code Data Legend on the Title Sheet. Include the following code information for each building proposed: + Occupancy Classification(s). Please include F-1 for all "Working Areas" and S-1 for the "Storage Room" • For Mixed Occupancy Buildings, state whether the "nonseparated" or "separated" option was chosen from Section 508.3. + Type of Construction. Please clearly show on plans if the building type of construction is Ill-A or 111-8 • Sprinklers: Yes or No + Occupant Load • Justification to exceed allowable area in Table 503 (if applicable) 9. Provide a note on the plans indicating if any hazardous materials will be stored and/or used within the building which exceed the quantities listed in IBC Tables 307.7(1) and 307.7(2). 10. Provide a statement on the site plan stating: "All property lines, easements and buildings, both existing and proposed, are shown on this site plan." 11. Clearly designate any side yards used to justify increases in ·allowable area based on Section 506.2. 12. The plans shall demonstrate compliance with the unique requirements for each Type of Construction. See Sections 601, 602 and 603. The following specific area(s) should be addressed: a) Exterior bearing walls shall be 2hr. for a type 111-B, and exterior walls shall be 2hr and interior walls shall be 1 hr for the type Ill-A. 13. Detail how fire-resistive wall construction will be maintained at built-in wall fixtures and behind mailboxes, fire extinguisher cabinets, electric panels exceeding 16 square inches in area, etc. Section 712.3.2. 14. Detail on the plans how fire-resistive wall and ceiling protection will be maintained at all duct penetrations, such as at bathroom and kitchen hood fans, laundry room fans and dryer vents. Section 716. 15. Fire dampers shall be installed per Section 716.5 at all duct and air transfer openings of: a) Ceilings of fire-resistive floor-ceiling assemblies or roof-ceiling assemblies. b) Fire partitions at fire-rated corridors. c) Shaft enclosures. - 16. Smoke dampers shall be installed per Section 716.5 at all duct and air transfer openings of: a) Fire-rated corridors. b) Shaft enclosures. c) Smoke barriers. '•Carlsbad 08-1805 October 1, 2008 17. If smoke dampers are required, the plans shall show the locations of the smoke detectors listed in the options of Section 716.3.2.1 of the IBC. 18. Provide a note on the plans stating: "Penetrations of fire-resistive walls, floor-- ceilings and roof-ceilings shall be protected as required in IBC Section 712." 19. Provide a note on the plans or on the finish schedule, stating, "Wall and ceiling materials shall not exceed the flame spread classifications in IBC Table 803.5." 20. Note on the plans: "All egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort." Section 1008.1.8. In lieu of the above, in a Group B, F, M or S occupancies (or Group A having an occupant load of 300 or less), you may note on the plans "Provide a sign on or near the exit door, reading THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED." This signage is only allowed at the main exit. 21. Exit doors shall swing in the direction of exit travel when serving an occupant load of 50 or more persons or a Group H occupancy. Section 1008.1.2. Clearly show it on plans for doors B giving exit for areas 104, 151, 152, etc. located at Reception area 101. 22. The total width of exits in inches shall not be less than that determined by Table 1005.1. Clearly show on plans the width and type of all doors interior, exterior, new and existing. 23. Regardless of occupant load, a floor or landing not more than ½ inch below the threshold is required on each side of an egress door. Section 1008.1.4. 24. It appears that the stairway located on room 210/209 is a new stairway. Please clarify. If the stairway is a new proposed stairway, clearly show full compliance. Additional corrections may follow. Se~tion A 106.1.1. 25. Corridors shall have interior door openings protected by tight-fitting smoke and draft-control assemblies rated 20 minutes. Doors shall be maintained self-closing or be automatic closing by action of a smoke detector per Section 715.4. 7. Doors shall be gasketed to provide a smoke and draft seal ·where the door meets the stop on sides and top. Section 715. Clearly show it on plans for doors E opening into the existing 1 hr corridors and lobbies. 26. Exit signs are required whenever two exits are required. Show all required exit sign locations. Section 1011.1. Please show the two exit signs required at the second floor (new tenant space). 27. A tactile sign stating "EXIT" and complying with ICC A 117.1 shall be provided adjacent to each door to an egress stairway, an exit passageway and the exit discharge. Section 1011.3. ', Carlsbad 08-1805 dctober 1, 2008 28. Show two sources of power for the lamps at exit signs. Section 1011.5.3. 29. Show that the means of egress path will be lighted with at least one foot candle at floor level. Section 1006. 30. Show separate sources of power may be required for exit illumination. Review Section 1006.3. 31. Glazing in the following locations should be of safety glazing material in accordance with Section 2406.2 (see exceptions): a) Fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. Please show it on plans for the existing exterior window in room 103 adjacent to the new interior door B. 32. Please provide notes on the plans to show the suspended ceilings in Seismic Design Categories D, E & F comply with ASCE 7-05 Section 13.5.6.2.1 as follows: a) b) c) d) e) f) g) All ceilings shall use a Heavy Duty T-bar grid system. The width of the perimeter supporting closure angle shall be not less than 2 inches. In each orthogonal horizontal direction, one end of the ceiling grid shall be attached to the closure angle. The other end in each horizontal direction shall have a ¾" clearance from the wall and shall rest upon and be free to slide on a closure angle or a listed assembly. Ceiling areas over 1,000 ft.2 must have horizontal restraint wires (typically restraint would consist o_f four 12 gauge wires splayed 90° to each other . and sloped 45° to the horizontal, spaced 12" o.c.). Ceiling areas over 2500 ft.2 must have seismic separation joints or full height partitions. : Ceilings without rigid bracing must have 2" oversize trim rings for sprinklers and other ceiling penetrations. 33. Guards (Section 1013): a) Shall be detailed showing adequacy of connections to resist the horizontal force prescribed in Section 1607. 7. 34. Provide notes and details on the plans to show compliance with the enclosed "Disabled Access" Review List. · , Carlsbad 08-1805 dctober 1, 2008 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: 0 Yes O No 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 Sergio Azue/a at Esgil Corporation. Thank you. + ELECTRICAL & ENERGY PLAN REVIEW + 2005 NEC + PLAN REVIEWER: Morteza Beheshti 35. Please change all references the NEC code cycle date to 2005. 36. Please include the worst case available fault current from the serving utility company. Specify and justify the ampere interrupting capacity ratings of the service and sub-service equipment. NEC 110.9 37. Show or note on the plans the method used to limit fault currents on branch circuits. ' 38. All service disconnect devices shall be marked as "Service Disconnecting Means". Please detail or clearly specify on the single line diagram labeling of all service disconnecting means. NEC 230. ?0(b) 39. Include the following specifications on the single line diagram when utilizing an ATS that switches the neutral conductor: The grounding electrode, conductor size, and the neutral bond at the-generator (NEC 250-26), and both required signs installed at the service. NEC 700.8 (a & b) 40. Please indicate the existing loads or identify new loads proposed for the existing · equipment. 41. Specify the dimensions of equipment rated 1200 amps or more. NEC 110.26(c). · Carlsbad 08-1805 October 1, 2008 42. Provide the required access and entrance to working space for equipment rated 1200 amps or more and over 6 feet wide. The 1600 amp "DP1A". NEC 110.26(c). 43. Show the location of all panels, load centers, switchboards, and transformers. NEC 110.26, 240.24, 300.21. 44. Provide overcurrent protection on the secondary side of transformers. NEC 240.21, 408.36 45. Provide required transformer ventilation. NEC 450.9 "46. Please specify a light fixture disconnect switch (internal or external) for each fluorescent light fixture specified and supplied from multiwire branch circuits and contain ballast(s) that can be serviced in place. NEC 410.73(G) 47. Show exit signs on the lighting plan(s) at all required exits and specify them as being self-luminous or having a second source of power (battery or generator). This is required when two exits are required per the IBC. IBC 1006, NEC 700.16. 48. In all occupancies where the exit system serves 100 or more occupants, provide a minimum of 1 foot-candle of emergency illumination at the floor level and specify a second source of power for the emergency illumination (battery or generator). IBC 1006, NEC 700.16. • ENERGY CONSERVATION 49. Provide plans, calculations and worksheets to show compliance with current mechanical and envelope energy standards. 50. The applicable PERF-1, ENV-1-C and MECH-1-C forms must be imprinted and signed on the plans. ,, 51. TheTmprinted L TG-1-C forms must be signed. Note: If you _have any ·questions regarding this Electrical or Energy plan review list please contact Morteza Beheshti at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. , Carlsbad 08-1805 dctober 1, 2008 PLUMBING AND MECHANICAL CORRECTIONS PLAN REVIEWER: Glen Adamek GENERAL AND ARCHITECTURAL PME ITEMS 52. Each sheet of the plans must be signed by the person responsible for their preparation, even though there ~re no structural changes, before the permits are issued. Business and Professions Code. The final set of corrected drawings to be reviewed for signing and sealing just before the permits are to be issued. 53. Correct the statement on the Title Sheet of the plans (sheet A0.0) to show compliance with the current Codes, as of the first day of 2008. The following are the correct current Codes: b) The 2007 edition of the California Fire Code (CFC) adopts the 2006 International Fire Code (IFC) and the 2007 California Amendments. c) The 2007 edition of the California Energy Efficiency Standards. 54. Provide data on the proposed hazardous materials to be stored and used. IBC 414. Present the description of the hazardous materials in a format that coincides with the material classifications found in IBC Tables 307.1 (1) and 307.1 (2). b) Clearly show the types of hazardous materials being stored or used. Provide a list of the proposed hazardous materials; include the material safety data sheets (MSDS), if applicable. c) Clearly show the amounts for each type of hazardous material to be stored and in use. d) Clearly show the locations in the building where each type of hazardous material is being stored or use9. e) Note: If hazardous materials are present in any amount, forward this information to the mechanical designer for design compliance with UMC _ Chapter 5. 55. As per IBC, table 508.2 the incidental use areas for storage rooms over 100 sq. ft. of floor area, shall be separated from the remainder of the building by a fire barrier or if provided with an automatic fire extinguishing system the separation must comply with I BC, Section 508.2.2: "the incidental use area shall be separated form the remainder of the building by construction capable of resisting the passage of smoke. The partitions shall extend from the floor to the underside of the fire-resistance-rated floor/ceiling assembly or fire-resistance- rated roof/ceiling assembly c1bove or to the underside of the floor or roof sheathing, or sub deck above. Doors shall be self-or automatic closing upon detection of smoke in accordance with Section 715.4.7.3. Doors shall not have air transfer openings and shall not be undercut in excess of the clearance permitted in accordance with NFPA 80." , Carlsbad 08-1805 October 1, 2008 56. For mechanical plan check, include the architectural design detailing the following: IBC 716.5. b) Fire Walls c) Fire Barriers d) Shaft Enclosures e) Fire Partitions f) Corridors g) Smoke Barriers h) Horizontal Assemblies i) Exit Passageways j) Vertical Exit Enclosures (Stair & Ramp Enclosures) If this tenant improvement contains any of the above assemblies, be sure to provide construction details. For example: Rated corridor construction style - Tunnel VS Full height corridor walls. 57. Include, on the mechanical plans, the locations of all required smoke, fire, combination smoke and fire, or ceiling radiation dampers. Be sure to include a symbol on the symbol schedule for each damper type. IBC 716 58. Please correct the drawings to show the required "Guards" (guard rails) as per IBC, Section 1013.5: "Where appliances, equipment, fans, roof hatch openings or other components that require service are located within 10 feet of a roof edge or open side of a walking surface ... " PLUMBING (2006 UNIFORM PLUMBING CODE) 59. UPC, Section 412.1 Fixture Count. Plumbing fixtures shall be provided for the type of building occupancy and in the:minimum number shown in Table 4-1. 60. Provide the following information concerning the water heater: b) Show water heater size, type and location on plans. UPC 501.0 c) Show that water heater is adequately braced to resist seismic forces. Provide two straps. One strap at top 1/3 of the tank and one strap at bottom 1/3 of the tank. UPC 508.2 d) Show P & T valve on_ water heater and detail the drain routing to the exterior. It may not be installed upwards from the valve. UPC 506.2/608.3 e) An expansion tank or other approved device is required if system pressure relief is not available du? to the installation of backflow devices or certain pressure regulators. Please address. UPC 608.3 , Carlsbad 08-1805 October 1, 2008 61. New or relocated water closets and associated flushometer valves, if any, shall use no more than 1.6 gallons per flush, UPC, Sections 402.1 & 402.2; and shall meet performance standards, established by the American National Standards Institute Standard A112.19.2, H & S Code, Section 17921.3(b). 62. New or relocated urinals and associated flushometer valves, if any, shall use no more than one gallon per flush, UPC, Section 402.1 & 402.3; and shall meet performance standards establish.ed by the American National Standards Institute Standard A 112.19.2. H & S Code, Section 17921.3(b ). 63. Show 1/4 inch per 12 inch slope on d~ain and waste lines. UPC Section 708.0 MECHANICAL (2006 UNIFORM MECHANICAL CODE) 64. Review with the architect the locations that require (fire/ceiling radiation/or fire/smoke) damper and/or shaft protection and identify installations on the mechanical plans themselves. See "Architectural PME" items above directly below the PME list heading. 65. A change in occupancy type requires the mechanical system to be reviewed to the new occupancy requirements. Provide adequate design information (outside air, exhaust air, special systems) for confirmation that the existing system is adequate for the new occupancy type. UMC 104.3, 66. Buildings of more than 15' in height shall have an inside means of access that meets the design requirements of UMC 904.10.3.3. Please provide. City approval for use of an outside ladder is required. 67. Provide smoke detection in the supply air duct of an "air-moving system" for required shut-off of equipment for smoke control. UMC Section 609.0 An "air- moving system" is a system designed to provide heating, cooling, or ventilation in which one or more air-handling units,are used to supply air to a common space or to draw air from a common plenum or space. UMC Section 203.0 68. The_f!re rated corridors are not to be used to convey air to or from rooms. UMC 602.1 69. Provide smoke detection in the supply air duct of an "air-moving system" for required shut-off of equipment for smoke control. UMC Section 609.0 An "air- moving system" is a system designed _to provide heating, cooling, or ventilation in which one or more air-handling units are used to supply air to a common space or to draw air from a common plenum or space. UMC Section 203.0 70. Detail the primary and secondary mechanical condensate waste design: Pipe sizing, routing, and termination areas. UMC 310.0 & UPC 807.2 71. Coordinate the mechanical and the Title 24 outside air design. The MECH-3-C forms are missing from the energy calculations. UMC 403.0 & Title 24121(b)2 & (d). , Carlsbad 08-1805 O'ctober 1, 2008 72. Provide the exhaust and make-up air design for the occupancy type listed in Table 4.4. UMC 403.7 Note: If you have any questions regarding this Plumbing and Mechanical plan review list please contact Glen Adamek at (858) 560-1468. To speed the review process, note on this list ( or a copy) where the corrected items have been addressed on the plans. DISABLED ACCESS REVIEW LIST DEPARTMENT OF STATE ARCHITECT TITLE 24 The following disabled access items are taken from the 2007 edition of California Building Code, Title 24. Per Section 109.1, all publicly and privately funded public accommodations and commercial facilities shall be accessible to persons with disabilities. NOTE: All Figures and Tables referenced in this checklist are printed in the California Building Code, Title 24. • REMODELS, ADDITIONS AND REPAIRS 1. When alterations, structural repairs or modifications or additions are made to an existing building, that building, or portion 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 accessibility features. c) Existing sanitary facilities that serve the remodeled area must be shown to comply with all accessibility features. d) Existing drinking fountains (if any) must be shown to comply with all accessibility features. e) Existing public telephones (if any) must be shown to comply with all accessibility features. , Carlsbad 08-1805 dctober 1, 2008 • SITE PLAN REQUIREMENTS • Clearly show on plans the slope for all accessible routes of travel, also clearly identify any Parking Space, Curb Ramp, Pedestrian Ramp, etc which are part of the accessible routes and provide complete construction details and specifications to show full compliance. Please note that the actual dimensions shall be shown in the const~uction details, instead of typical details, 2. Clearly show that the site development and grading are designed to provide access to all entrances and exterior ground floor exits, as well as access to normal paths of travel, per Section 1127B.1. Where necessary to provide access, shall incorporate pedestrian ramps, curb ramps, stairways and handrails, etc. • ACCESSIBLE PARKING 3. Show that the accessible parking spaces are located, per Section 1129B.1 as follows: a) On the shortest possible route to an accessible entrance, when serving a particular building. • CURB RAMPS • Clearly show full compliance for all curb ramps included within the accessible routes of travel. Full compliance will be rechecked. • WALKS AND SIDEWALKS • Clearly show full compliance for all walks and sidewalks included within the accessible routes of travel. Fu'II compliance will be rechecked. •-PEDESTRIAN RAMPS • Clearly show full compliance for all pedestrian ramps included within the accessible routes of travel. Full compliance will be rechecked. • DOORS 4. Revise plans, or door schedules, to show that every required passage door has 232" clear width, per Section 1133B.2. Clearly show the type and size for all doors new and existing which are part of the accessible routes of travel. Carlsbad 08-1805 October 1, 2008 5. Where a pair of doors is utilized, at least one of the doors shall provide a clear, unobstructed opening width of 32 inches, per Section 1133B.2.3.1. Clearly show the type and size for all doors new and existing which are part of the accessible routes of travel. 6. Show that the minimum strike edge distances are provided at the level area on the side to which a door (or a gate) swings, per Section 1133B.2.4.3: a) 218" at interior conditions. Please show it on plans at Door B on room 103 and similar cases. • STAIRWAYS AND HANDRAILS • Clearly show full compliance for the stairways which are part of the Path of Travel. Provide complete construction details and specifications to show full compliance. Please note that the actual dimensions shall be shown in the construction details, instead of typical details, Full compliance will be rechecked. • SANITARY FACILITIES • Provide complete construction details and specifications to show full compliance. Please note that the actual dimensions shall be shown in the . construction details, instead of typical details. Full compliance will be rechecked. • MULTIPLE ACCOMMODATION SANITARY FACILITIES 7. Show that at least one water closet fixture, located in a compartment, shall provide the following, per Section 1115B.3.1.4: a) 228" clear space from a fixture' (or 232" clear space from a wall) at one side. b) _ The other side of the water closet shall provide 18" from the centerline of the water closet to the wall. c) The compartment shall be a minimum of 60" wide. d) Clear space in front of the water closet shall be: i) 248" if the compartment has an end opening door. ii) 260" is required for side opening doors. e) Grab bars shall not project more than 3" into the clear spaces indicated. 8. Show that the accessible rest room is to be provided with a 60" minimum diameter clear space measured from the floor to a height of 27 inches. NOTE: Doors (other than the door to the accessible toilet compartment) in any position may encroach into this space by not more than 12 inches, per Section 1115B.3.1. , Carlsbad 08-1805 dctober 1, 2008 FLUSH PCTNATOO ON Vv'IDE SIDE-- 59" MIN. AT FLOOR-MOUNTED W.C. WHEN DOOR SWINGS IN 56" MIN.AT WALL-MOUNTED W.C. WHEN DOOR SWINGS IN 54" MIN. 36" MIN. z GRAB BAR SE r--- 1 I I 60" x 60" I LEVEL AND CLEAR I I S0"MIN. 42" MIN. GRABBAR --/ I // I / 34" I MIN. CLEAR / / /1811 MIN. 60" MIN. DIAMETER \ CLEAR / \ ' / . ___ ,,,,, r-'"'----- 30" X 48" I CLEAR SPACE I I L __ _ 44" MIN. CLEAR C) <O 9. Doors shall not swing into the clear floor space required for any fixture within the toilet facility. Section 1115B.3.1.2. , Carlsbad 08:-1805 ' October 1, 2008 10. If the water closet compartment has an end-opening door (facing the water closet), the door shall be located on a diagonal to the water closet, with a maximum stile width of 4 inches (see the figure below). . .... Lt> CENTERLINE OF FIXTURE ~ . z ct: ~ SE ; lo (.) .... . z 60" MIN. :iE 18 MIN. FLUSH ACTIVATOR. ON WIDE SIDE 4'MAX. ACCESSIBLE WATER CLOSET COMPARTMENT WITHIN A MULTIPLE-ACCOMMODATION TOILET FACILITY 11. Show or note, per Section 1115B.3.1.4 that the doors to the accessible water closet compartment will be equipped ~ith a self closing device with: a) 232" clear opening width when located at the end of the compartment. b) 234" clear opening width when located at the side of the compartment. 12. The door into the accessible water closet compartment shall be provided with a clearance of at least 18" at the strike side of the door, per Section 11158.3.1.4.5. Additionally, such doors shall have a cl~ar space of not less than 48" as measured at right angles to the door in its closed position. • RESTROOM FIXTURES AND ACCESSORIES 13. If showers are proposed, show or note compliance with the following requirements, per Section 1115B.4.4: a) Size and Clearance. Accessible showers shall comply with one of the following: i) Roll-in shower 60 inches minimum in width between wall surfaces and 30 inches in depth with a full opening width on the long side. Shower compartment size and clear floor space shall comply with Figure 11 B-2A. ,Carlsbad 08-1805 October 1, 2008 . ii) iii) Alternate roll-in shower 60 inches minimum in width between the wall surfaces and 36 inches in depth with an entrance opening width of 36 inches minimum. Shower compartment size and clear floor space shall comply with Figure 11 B-2B. Alternate roll-in shower 60 inches minimum in width between the wall surfaces and 36 inches in depth as long as the entrance opening width is a minimum of 36 inches. Shower compartment size and clear floor space shall comply with Figure 11 B-2C. b) Threshold in roll-in type showers shall be ½ inch in high maximum and shall comply with Section 11248.2. c) Orientation. Where within the same functional area, two or more accessible showers are provided, there shall be at least one shower constructed opposite hand from the other or others (i.e., one left-hand control versus right-hand control). d) Water controls shall be of a single-lever design, operable with one hand, and shall not require grasping, pinching or twisting of the wrist. The center line of the controls shall be located at 40 inches above the shower floor. i) ii) iii) Controls in a 60-inch minimum by 30-inch minimum shall be located on the back wall of the compartment adjacent to the seat and the centerline of the controls shall be within a range of no less than 19 inches and no more than 27 inches from the seat wall as shown in Figure 11 B-2A. Controls in a 60-inch minimum by 36-inch minimum alternate roll-in shower shall be located on the side wall of the compartment adjacent to the seat and the centerline of the controls shall be within a range of no less than 19 inches and no more than 27 inches from the seat wall as shown in Figure 11 B-2B. Controls in a 60-inch minimum by 36-inch minimum alternate roll-in shower with optional en~losure shall be located on the back wall of the compartment adjacent to the seat and the centerline of the controls shall be within a range of no less than 19 inches and no more than 27 inches from the seat wall as shown in Figure 11 B-2C. e) A flexible hand.:.held shower.unit is required with at least a hose 60 inches long that can be both used as a fixed shower head and hand held. This unit shall be mounted such that the top of the mounting bracket is a maximum of 48 inches above the shower floor. i) The hand held sprayeF unit a 60-inch minimum by 30-inch minimum shall be located on the back wall of the compartment adjacent to the seat and the centerline of the controls shall be within a range of no less than 19 inches and no more than 27 inches from the seat wall as shown in Figure 11 B-2A ,Carlsbad 08-1805 October 1, 2008 ii) The hand held sprayer unit in a 60-inch minimum by 36-inch minimum alternate roll-in shower shall be located on the side wall of the compartment adjacent to the seat and the centerline of the controls shall be within a range of no less than 19 inches and no more than 27 inches from the seat wall as shown in Figure 118-28. iii) The hand held sprayer unit in a 60-inch minimum by 36-inch minimum alternate roll-in shower with optional enclosure shall be located on the back wall of the compartment adjacent to the seat and the cente_rline of the controls shall be within a range of no less than 19 inches and no more than 27 inches from the seat wall as shown in Figure 118-2C. f) Two wall-mounted heads may be installed in lieu of the hand-held unit in areas subject to excessive vandalism. (Except within guest room and suites of hotels, motels and similar transient lodging establishments) Each shower head shall be installed so that it can be operated independently of the other and shall have swivel angle adjustments both vertically and horizontally. One head shall be located at a height of 48 inches above the floor. g) The floor slope shall be a maximum of 2% in any direction. Where drains are provided, the grate shall have openings ¼ inch maximum and located flush with the floor surface. h) Indicate on the plans a folding seat, located on the wall adjacent to the controls, 18" above the floor and shall not extend more than 6 inches from the wall. The seat dimensions and mounting position shall comply with Figures 118-2A, 118-28, 118-2C. i) Grab bars complying with Section 11158.4.4.8 shall be located: i) On walls adjacent to and opposite the seat. ii) Mounted ~33" but :536" above the shower floor. iii) Grab bars shall not extend into that portion of the wall over the seat. See Figures 118-2A, 118-28, 118-2C j) The soap dish when provide.d shall be located on the control wall :540" above the shower floor and within reach limits from the seat. Section 1115B.4.4.9. k) Enclosures when provided for shower compartments shall not obstruct controls or obstruct transfer from wheelchairs onto the shower seat. ~ • GENERAL ACCESSIBILITY REQUIREMENTS • CONTROLS AND OPERATING MECHANISMS 14. Note on the plans that controls and operating mechanisms shall comply with the requirements of Section 11178.6. , Carlsbad 08-1805 October 1, 2008 15. The highest and lowest operable parts of all controls, dispensers, receptacles and other operable equipment shall be placed within 48" of the floor but not lower than 15" for forward approach (or within 54" but not lower than 9" if side approached). Electrical and communication system receptacles on walls shall be mounted no less than 15" above the floor. Section 11178.6.3. • SIGNAGE 16. Per Section 1011.3, tactile exit signs shall be required at the following locations: a) Wherever basic USC provisions require exit signs from a room or area to a corridor or hallway. The tactile exit sign shall have the words, "EXIT ROUTE." b) Each grade-level exit door. The tactile exit sign shall have the word, "EXIT." c) Each exit door that leads directly to a grade-level exterior exit by means of a stairway or ramp. The tactile exit sign shall have the following words as appropriate: i) "EXIT STAIR DOWN." 17. Tactile stair level identification signs (complying with Section 11178.5.1) shall be located at each floor level landing in all enclosed stairways in buildings two or more stories in height to identify the floor level. At the exit discharge level, the sign shall include a raised five-pointed star located to the left of the identifying floor level. Section 1020.1.6. 18. Where permanent identification is provided for rooms and spaces, raised letters shall also be provided and shall be accompanied by Braille. Section 1117B.5. 19. Provide a note on the plans stating that the signage requirements of Section 1117B.5 will be satisfied. • COUNTERS AND TABLES 20. Where fixed or built-in tables, counters or seats are provided for the public, and in general employee areas, 5% (but never less than one) must be accessible. Section 1122B.1. 21. The tops of tables and counters shall be 28" to 34" from the floor. Where a single counter contains more than one transaction station, such as a bank counter with multiple teller window or a retail sales counter with multiple cash register stations, at least 5% (but never less than one of each type of station) shall be located at a section of counter that is at least 36" long and no more than ·28" to 34" high. Section 11228.4. , Carlsbad 08-1805 October r, 2008 • ALARMS 22. Per Sections 907.9.1, 1114B.2.2 and 1007.9, when emergency warning systems or fire alarms are provided, they shall comply with the following: a) Approved notification appliances for the hearing impaired shall be installed in accordance with national standards in the following areas: i) Restrooms ii) Corridors iii) Multipurpose rooms iv) Lobbies v) Meeting rooms 23. Provide a note on the plans stating that the audible and visual alarms will comply with the provisions of Title 24 Section 907. END OF DOCUMENT . ' • Carlsbad 08-1805 October 1, 2008 [DO NOT PAY -THIS JS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PREPARED BY: Sergio Azuela PLAN CHECK NO.: 08-1805 DATE: October 1, 2008 BUILDING ADDRESS: 2200 Faraday Suite 150 & 150-B Sierra Wireless/ Oficce TI BUILDING OCCUPANCY: B TYPE OF CONSTRUCTION: BUILDING AREA Valuation Reg. VALUE ($) PORTION ( Sq. Ft.) Multiplier Mod. Office Tl 60068 2,102,380 Air Conditioning Fire Sprinklers TOTAL VALUE 2,102,380 Jurisdiction Code cb By Ordinance _Bldg.:_!'ermit Fee by Ordinance -·-:...,. I $5,449.921 Plan Check Fee by Ordinance ; ..-1 ---~~ $3,542.451 -Type of Review: -El Complete Review D Structural Only D Other D Repetitive Fee =8 Repeats D Hourly .__ ___ ....... I Hour* $3,051.961 Esgil Plan Review Fee Comments: Sheet 1 of 1 macvalue.doc ~ ( ~ ,, l ._. PLANNING/ENGINEERING APPROVALS PERMIT NUMBER ca 08 I f3 os ~DDAESS (JJ .. qo Fhai::4¥ Jv-e ,.· c>!k /SD (jh?-• /?o-41) ___ _ RESIDENTIAL RESIDENTIAL ADDfflON MINOR (<$10,000.00) PLANNER ______ _ PLAlA CAMINO REAL I CARLSBAD COMPANY STORES VILUGI FAIR! COMPLETE OFFICI BUILDING DATE ________ _ DATS.__../_,t~/d04 /4i:-...::;~~---7 t -· 1::~~ t7 JL{btip~Jo ~ ENGINEERING DEPARTMENT to 61'1 rp ~ ~J:R-. 3o lct.b FEE CALCULATION WORKSHEET l""::d--~ ~lmate based on unconfirmed information from applicant. 1, t;,011 ~~ Jo ~ / Calculation based on building plancheck plan submittal. . Address: 2Jm ~ Jv-e.,, '.~ . r ~-0 Bldg. Permit No. Cf> Ot3[60S: Prepared by: (IT: Date: [O~~tflf Ch~cked by: ____ Date: ____ _ E~LCULATIONS~e~~ s~l}eptages ~or all uses. T~s of~ o-6 Sq. Ft./U6its:._____ EDU's: / 0 I I?-, Types of Use:_________ Sq. Ft/Units:.______ EDU's: ____ _ ADT's: --"-'i_J_7_ Types of Use: ______ _ ADT's: _____ _ FEES REQUIRED: WITHIN CFO: D YES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee) ~ARK-IN-LIEU FEE PARK AREA & #: __ _ FEE/UNIT:.____ X NO. UNITS: .=$ ~, TRAFFIC IMPACT FEE fa ADT's/UNITS: 4 37 X FEE/ADT:. q~ RIDGE AND THOROUGHFARE FEE (DIST. #1 -~-DIST. #2 __ ADT's/UNITS: 4) 7 X F~E/ADT: d:d': ~ FACILITIES MANAGEMENT FEE ZONE: , z 1/ UNIT/SQ.FT.: X FEE/SQ.FT./UNIT: EWER FEE EDU's: { 0 rj ~ X FEE/EDU: / dt0 BENEFIT AREA: t =$ l/4 9_5,2, / DIST. #3 __ ) / =$ z61r Eou·s: / 'D , ,~ {~--SEWER LATERAL ($2,500) ~-DRAINAGE FEES PLDA. __ _ ACRES:____ X FEE/AC:. __ _ ~ 8. POTABLE WATER FEES UNITS CODE CONNECTION FEE X FEE/EDu:M fo HIGH __ /LOW __ METER FEE SDCWA FEE =$._{ll~- SDCWAFEE l ..,,, 1 of 2 F:\FEE CALCULATION WORKSHEET.doc Rev. 7/14/00 ; ,._ -: -, .. ' < . l ~ i ,.J r, .. , \ < •• ·-- j .. , ' • "l -• t. '. ,-~ i ft:~ [!0 6:Jll) •? 51/ ~·· ' ·· o/26\Ti) (~'1>0)? / 3 5 ... fiJV). .J.71 · · . -J.. l i:J ~iv,£/ --(!JJ) . ·. {tt:)Tj· .. "' . ~ ~ -- ' .t\\)TS . Lt;../,? · ---., 6/orP ( to; f3Jr): ~ 8 7 l I _-.. '• ~co._· ~/1_ qso/ . 1 · fTWi / tea:> ~-t.97 ·-.·~ ~u ,5 ~ tO· l i -~T3; l.{_37 ' Joanne Juchniewicz -Sierra Wireless Sq. Footage break down From: To: Date: Sub,iect: CC: Hi Joanne, "Aaron Kroll" <aaron@dpdesigninc.com> <;jjuch@ci.carlsbad.ca.us> 10/16/2008 1 :29 PM Sierra Wireless Sq. Footage break down . "'Donald"' <donald@dpdesigninc.com> Page 1 of2 Per your request, below are the square footage breakdowns for each involved with Sierra Wireless on the first and second floors at 2200 Faraday Avenue. 1§1 Floor. OffiCE> Space -29,346 Sq. Fi-, -(,?-I ""° !{) O\N>J.. ·,"'r-~ ,.. e. """-rs T .:!:-';) Lab area-10,834 Sq. Ft. -~ ~~) Wart~i)4,127 Sq. Ft. **Re~rooms are not included in this square footage breakdown** g!JS!. Floor: Office Space -9,604 Sq. Ft. (fvv~ ~~) **Restrooms are not included in this square footage breakdown** If you have any questions please let me know. Thank you. Aaron Kroll pi1man design , inc. 3900 Fifth Avenue Suite: 290 San Diego, CA 92103 T. (619) 299-0011 F. (619) 299-5544 ~designinc.com dpdesigninc.com ----Information from ESET NOD32 Antivirus, version of virus signature database 3528 (20081016) __ _ The message was checked by ESET NOD32 Antivirus. file://C:\Documents and Settings\Jjuch\Local Settings\Temp\XPgrpwise\48F741A7GW-... 10/17/2008 ' ' Storm Water Compliance Exemption Form I am applying to the City of Carlsbad for the following type(s) of construction permit: fiuilding Permit CJ Right-of-Way Permit CJ My project is categorically EXEMPT from the requirement to prepare a storm water pollution prevention plan (SWPPP) because it only requires issuance of one or more of the following permit types: Electrical Fire Additional Fire Alarm Fixed Systems Mechanical Mobile Home Plumbing Patio/Deck Re-Roofing Sign Spa-Factory Sprinkler Water Discharge Project Storm Water Threat Assessment Criteria* N~'h at Assessment Criteria My project qualifies as NO THREAT and is exempt from the requirement to prepare a storm water pollution prevention plan (SWPPP) because it meets the "no threat'' assessment criteria on the City's Project Threat Assessment Worksheet for Determination of Construction SWPPP Tier Level. My project does not meet any of the High, Moderate or Low Threat criteria described below. Tier 1 -Low. Threat Assessment Criteria Q My project does not meet any of the Significant or Moderate Threat criteria, is not an exempt permit type (See list above) and the project meets one or more of the following criteria: • Results in some soil disturbance; and/or • Includes outdoor construction activities (such as roofing, saw cutting, equipment washing, material stockpiling, vehicle fueling, waste stockpiling). Tier 2 -Moderate Threat Assessment Criteria CJ My project does not meet any of the Significant Threat assessment Criteria described below and meets one or more of the following criteria: • Project requires a grading plan pursuant to the Carlsbad Grading Ordinance (Chapter 15.16 of the Carlsbad Municipal Code); or, • Project will result in 2,500 square feet or more of soils disturbance including any associated construction staging, stockpiling, pavement removal, equipment storage, refueling and maintenance areas and project meets one or more of the additional following criteria: • Located within 200 feet of an environmentally sensitive area or the Pacific Ocean, and/or • Disturbed area is located on a slope with a grade at or exceeding 5 horizontal to 1 vertical, an_d/or • Disturbed area is located along or within 30 feet of a storm drain inlet, an open drainage channel or watercourse, and/or • Construction will be initiated during the rainy season or will extend into the rainy season (Oct. 1 through April 30). Tier 3 -Significant Threat Assessment Criteria Q My project includes clearing, grading or other disturbances to the ground resulting in soil disturbance totaling one or more acres including any associated construction staging, equipment storage, stockpiling, pavement removal, refueling and maintenance areas: and/or Q My project is part of a phased development plan that will cumulatively result in soil disturbance totaling one or more acres including any associated construction staging, equipment storage, refueling and maintenance areas: or, Q My project is located inside or within 200 feet of an environmentally sensitive area (see City ESA Proximity map) and has a significant potential for contributing pollutants to nearby receiving waters by way of storm water runoff or non-storm water discharge(s). I certify to the best of my knowledge that the above checked statements are true and correct. I understand and acknowledge that even though this project does not requite preparation of a construction SWPP, I must still adhere to, and at all times during construction activities for the permit type(s) check above comply with the storm water best management practices pursuant to Title 15 of the Carlsbad Municipal Code and to City Standards. *The City Engineer may authorize minor variances from the Storm Water Threat Assessment Criteria in special circumstances where It can be shown that a lesser or higher Construction SWPPP Tier Level is warranted. Project Address: '2 Zan ffJ-(t4¥) Owner/Owner's Authorized Agent Name: Ptf'<VA0 Assessor Parcel No. '2-11---l-io-4( Tille: PMSI~ Date: q -z L-o fJ Project ID: Cf3oB '5 -"' -"' -"' u 0 u Q) Q) Q) .s= ~ ~ (.) u u C C C "' "' "' a: a: a: ~DD ~DD ~DD ~DD ~DD PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB081805 Address 2200 FARADAY AV STE 150 Planne.r GINARDlz Phone _{7_6~0_) 6-0~2 .... --~ ___ 67 .... 5 .... · ______ _ APN: 212-120-41 Type of Project & Use: Tl Net Project Density: DU/AC Zoning: C-M General Plan: Pl Facilities Management Zone: §. CFD (in/out) #_Date of participation: __ Remaining net dev acres: __ Circle One (For non-residential development: Type of land used created by this permit: ) Legend: [81 Item Complete ~tern Incomplete -Needs your action Environmental Review Required: YES D NO~ TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which-require action. Conditions of Approval: Discretionary Action Required: YES D NO ~TYPE __ APPROVAL/RESO. NO. DATE PROJECT NO. OTHER RELATED CASES: . Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: __ Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES D NO lZl CA Coastal Commission Authority? YES D NO lZl If California Coastal Commission Authority: Contact them at -7575 Metropolitan Drive, Suite 103, San Diego, CA 92108-4402; (619) 767-2370 Determine status (Coastal Permit Required or Exempt): Habitat Management Plan Data Entry Completed? YES D NO ~ If property has Habitat Type identified in Table 11 of HMP, complete HMP Permit application and assess fees in Permits Plus (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, HMP Fees, Enter Acres of Habitat Type impacted/taken, UPDATE!) lnclusionary Housing Fee required: YES D NO ~ (Effective date of lnclusionary Housing Ordinance -May 21, 1993.) Data Entry Completed? YES D NO D (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) H:\ADMIN\Template\Building Plancheck Review Checklist.doc Rev 4/08 Site Plan: , IZJDD IZJDD IZJDD IZJDD IZJDD ~DD IZl D D ~DD ' Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensional setbacks and existing topographical lines (including all side and rear yard slopes). Provide legal description of property and assessor's parcel number. Policy 44 -Neighborhood Architectural Design Guidelines 1. Applicability: YES D NO IZI 2. Project complies: YES D NOD Zoning: 1. Setbacks: Front: Interior Side: Street Side: Rear: Top of slope: Required __ Shown __ Required __ Shown __ Required __ Shown __ Required __ Shown __ Required __ Shown __ 2. Accessory structure setbacks: Front: Required __ Shown __ Interior Side: Required __ Shown __ Street Side: Required __ Shown __ Rear: Required __ Shown __ Structure separation: Required __ Shown __ 3. Lot Coverage: Required __ Shown __ 4. Height: Required __ Shown __ 5. Parking: Spaces Required __ Shown __ (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required __ Shown __ Additional Comments #1. PLEASE SHOW ON SHEET M2.2 HOW THE NEW ROOF MOUNTED EQUIPMENT WILL BE SCREENED FROM VIEW FROM STREETS WITHIN 500' (SEE HANDOUT FOR EXAMPLE). IF THERE IS AN EXISTING PARAPET THAT WILL SCREEN THE EQUIPMENT, PLEASE SHOW ON SHEET M2.2. . <;t,t--5~,t. A1 . \ 1Ll½1~1: JAM~~~ mm Plfh[l\:ftl!L \ j<Po\Jt- oK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER ~DATE~"( H:\ADMIN\Template\Building Plancheck Review Checklist.doc Rev4/08 BLDG. DEPT COPY C~rlsbad Fire Department Plan Review Requirements Category: TI , INDUST Date of Report: 10-29-2008 Name: Address: Permit#: CB081805 Job Name: SIERRA WIRELESS-60,068 SF TI Job Address: 2200 FARADAY AV CBAD St: 150 INCOMPLETE 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, with changes "clouded", to this office for review and approval. Conditions: Cond: CON0003 l 11 [NOT MET] 1. Sheet AO .3 -Address swing of door between Rm 151 and 101. Specify # of occupants extinting each exit. If occupants converge from second to first floor, include those numbers as well. 2. Sheet A0.3 -Give usr of Rooms 129 & 134. Is it considered an acceptable intervening room for exiting? 3. Sheet A0.3 -Open exterior paios -one appears to be enclosed. Exiting indicated through wall - clarify. 4. Sheet A0.3 -Exit sign from Rm 134 shall be added. 5. Sheet A0.3 -Area 124 has dashed walls indicating proposed area. If installed, TI plans shall be submitted for work. 6. Sheet A2.3 -Add exit light for 215. 7. Submit seperate, deferred plans prior to installation of new generator. Entry: 10/21/2008 By: MS Cond: CON0003128 Action: CO [MET] Requested corrections submitted and approved. APPROVED: 'THISi,,PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUEANCE OF A BUILDING PERMIT. THIS'APPROVAL IS SUBJECT TO FIELD INSPECTIONS, ANY REQUIRED TESTS, FIRE DEPARTMENT NOTATIONS, CONDITIONS IN CORRESPONDENCE AND COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE ANY VIOLATION OF THE LAW. Entry: 10/29/2008 By: MS Action: AP 'C?rlsbad Fire Department Plan Review Requirements Category: TI , INDUST Date of Report: 10-21-2008 Name: Address: Permit #: CB08 l 805 Job Name: Job Address: SIERRA WIRELESS-60,068 SF TI 2200 FARADAY AV CBAD St: 150 BLD.G. DEPT copy· INCOMPLETE 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, with changes "clouded", to this office for review and approval. Conditions: Cond: CON0003111 [NOT MET] 1. Sheet A0.3 -Addres~ swing of door between Rm 151 and 101. Specify# of occupants extinting each . exit. If occupants converge from second to first floor, include those numbers as well. 2. Sheet A0.3 -Give usr of Rooms 129 & 134. Is it considered an acceptable intervening room for exiting? · 3. Sheet A0.3 -Open exterior paios -one appears to be enclosed. Exiting indicated through wall - clarify. 4. Sheet A0.3 -Exit sign from Rm 134 shall be added. 5. Sheet A0.3 -Area 124 has dashed walls indicating proposed area. If installed, TI pians shall be submitted for work. 6. Sheet A2.3 -Add exit light for 215. 7. Submit seperate, deferred plans prior to installation of new generator. Entry: 10/21/2008 By: MS Action: CO .t,,.. STRUCTURAL CALCULATIONS SIERRA WIRELESS TENANT IMPROVEMENTS CARLSBAD, CA Prepared For: SIERRA VVIRELESS MEC Project No.: 0844 Date Issued: I I /5/08 Revision Dates: --- Prepared By: McNEFF ENGINEERING m & CONSULTING 1W A PROFESSIONAL CORPORATION 1991 VILLAGE PARK WAY SUITE 115 ENCINITAS, CA 92024 T (760) 479-9838 F (760) 479-9837 mcneffengineering@sbcglobal.net MCNEFF ENGINEERING & CONSULTING Jos___.C$:¥\:"-=-'"-.____,S=<.i..;ffi==Ps~~~\L!..::::!.RELB!::::::!:::k::,,d,d.5~-'----- •• l sHEETNO •. __ \,__ _______ OF_--=i"'------- A PROFESSIONAL CORPORATION _ 1991 Village Park Way, Suite 115 Encinitas, CA 92024 · -· ---· · -- CALCULATED BY_jf,=·-=------DATE 10-23-08. _::_ CHECKED BY--.. -MM OATE.__._ll ..... -_L\...!--0=~----- Tel: (760) 479-9838 • J:=ax: (760) 479-9837 · l I l I i-. j I l i l I i i i iSCAU: i , ! I l i , ! l -. i I i i l i. i i i ···1 i i j ~t+--r-drl·i rl.r-:t\iD i, ~l\l"'\t: , i · I l ' ,».tr'::-1 [..,~ , JJt-" .H jl_[ ll-\\JD • 1 1 i I r ·j i j· l l j l ! ' ir::1tn. ; I I I 'srtf\\ik · · , · · 1 NlfPI 1 1 I· J 1ln -i .. :j J. i d-At~J I-I 1-· l .?!q · I -l _ . = ~!, . I l 1 : l l I. -I I ! -~ ~ I f: =· T· ! J I -~'-l ---1~ .I l . : .. _,'~I.II '.... u , ,, McNEFF ENGINEERING · & CONSULTING A PROFE·S.SIONAL CORPORATION 1991 Village Parle Way, .Suite 115 _______ . __ Encinitas,:C~92024 ____ _ Tel: (760) 479-9838 • f:=ax: (760) 479-~837 I· j j. i j r-l J08 __ 0~8'---'-L\---'-L\ __________ _ SHEETNO., __ -'l=-----------OF---=--------- CALCULATED BY __________ _ 0/1:,,<a. _________ _ --.. ---~ CHECl<EQBY ___________ _ DATE _________ _ SCALE ,. j WJ j ! ' i , , l I. / -. McNEFF ENGINEERING Joa, _ _,.,OfSc.:,e.,4_,_4..L..-_________ _ -&-C----eN5YL~IN~~----------. -__,,,~'---------sHEETNo._ J , A PROFESSIONAL CORPORATION 1991 Village Park Way, Suite 115 Encinitas, CA 92024 · ·-Tel: (760) 479.-9838 • J:=ax: (760)' 479-9837 CALCULATED BY _________ _ CHECKED BY __________ _ SCALE " OF __ ...., _______ _ DAl;,. ________ _ DATE. ________ _ ! l I. 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J ;~\l.lAJ.. t'J>\-: Y.Ul V YJ)t"" . . ~ . ,.... : . -~ti: 1 _ t i i ~-' f ! j ,.. ,.' ,€ li· -_~, ·. i_ \f : ·l:' ; 1 ~ '! = -: .-r ~·-·. i 1 J I t • i ,:_,I. ··~ ·,!.!,•' • i·· -r · I · = I : ! i '-:~ ·,! : . ·I· i· 1· ,l,= I ' ;, ·, ·l 1. r I f l ·---\ !'tl?~-g-~hl_~_o.1oot,11l.t-! -+---+-+--l--+-+--l---1--1-+--f----+--+--J-:--+--+--+-! ·--+---l--+--l--~ IA, -= b~ dx:kj4,i~] "" \s~~i] ~---MCNEFF ENGINEERING f'Y.I & CONSULTING 1 ~' A PROFE-SSIONAL CORPORATION 1991 Village Park Way, Suite 115 Encinitas, CA 92024 Tel: (76-0) 479-9838 • Fax: (760) 479-9837 i ! -i I·. I ·l I 1 -l · 1 I I · l I· i i JOB,_-""'0'-'""8-'Ll-'4 ______ ___,_ ____ _ SHEETNO. ___ lf__._ ________ _ '-l OF---=-------- CALCULATED BY _________ _ DATE. ________ _ CHECKEQBY __________ _ DATE, ________ _ SCALE I I· ! l ! , __ [") I I ! i l''"'I j l i I j -ll1J.y·lt-\1Sl¼4Y1/xl I l i J. _ j _ ;. i ! ! ·ir---;i--+:---ti--;1-. -+--if--+--l---1-'-i--+-+---:!-..:..+~'r!,---+.:.;~~---1---4-.....::l,....-l-4---I IIb :in~!;:~ -i .j ~ "::: ~11 I•_ -·i1 ! r \J l_l ! ' i j V! ,, I I j J i I ; ___ t l JU.~:\{\, I ! .F" ttl.,.J.IL'! 1-, . ·: 1 , I 2 , • • I S j:: ~-\'41 ii'.\P i l. +'--:::'.,-"'jJ.vi .. ·....., -,~, -J-L\,1-.....,..--'=<'1-~d;,l-+-t---+--+-+--+--+--+--+--l--!---1--i--i---W.:~--1--l .. ,i,: 7·!,,.--·_· -1.1' '11? ._.'_.,.._ o,·.· 1 1 i .\ · "\_j .151. t1 / I i .I i i ! ' i 1\5 I ,~ ,,-i ·" \ ft ,n,-~ ~ ~-110. tt( -! !· I I l I l ., l 'f"-'-"''4-+--if--l---1---!--i--+-+--'!--+-~-+--ll-4--i---l--!--L--1 i . I I : . i i I . 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Tel: (760) 479-9838 • i::ax: (760) 479-9837 SHEETNQ. __ ~5 ...... ________ _ CALCUIJl.TED BY __________ _ CHECKEQBY ___________ _ SCALI: . i ,-· l I 1 . i ' J' ·i i I i i l, ._:-:.:·_: ! 1 1 1 ! 1 i 1~ _l.''"' ' l1. • . ,-,:. .,· A 1 ! ! 1 I i i i · ·:! , j ,. OF-_ _..bo:.-______ _ DATE ________ _ DATE ________ _ -~l~_:.,,. ·,...\11..l.c1!j,r1"'.--_-+-_-f1,--+-+-+-l.l--iil;f--· . .-!-J-+-'--f1-· --!-r-+-'--+-~i+-v·-l;_!'-4;-+i-. -1---4--4--+---... i_· -~-1 1 i I I i l, 1 , 1 1 l ~t-··t,J.?j ! f i ·1 lLJ:: ,,7 ,l1< 1 >1 -=1 .-)HV\' j , -r "-f· i 1· Iii t I l i ·1 1 · j l ·1 ! i : '11 l i j· J i, ,f . i l l i I ·..; -1--.-,.:!, ..j.. _,,ii...,.~ 11 H if-:\-,~, L\, l l(J}l'flll\ ¥<. ·-,r, '\In . he -'ii)::. T-: __ d ~. i ·> !~.Q-J I ! ~ I l .I I l. .i liZ. I l I I · I 2J .I I ! i I ' , i ', ! l; l . 1 ·· i. .. l ! -.. ( I , I ; I· I I -I I I I I i I Ii : t l !...Cl.j, I i I f i i i j I jni .j 1 7 J ¾> .. : i,i · ¾ • • i .., .. 1 ·1 -. · l \ I/ Y I i i.. ~ . · i --r,,. i · · i--r. ·... ,., l L ,,. ,--+'-A=~~ =1L5Jx.J+~=±Jl5llllhll5l,t_l1.~L l51J1). -L:WJ&lt!L ... -+--t---+---+--e;c+--f---+-¼----4---1---+--I I I I t f I I l .l-:: ! 1--' ! 17 ! l I -,I _J~l~L10Jrf:. cbiQ12)t= 1111·r_ 4t\2. 1-·I ~=in ~1 = 1ln' I~~'= ,kc: l ! ·I ! ~ 1 l ~ =_ 1-;s.!J,--t--+-+-__;!i--4--1--+-+--l--+--+-+-+---!--l--!---+---+---l--ji--l 'A' I ; : ~.., ' .;:i11l ')! l/ i lit }. -~.¼,-(--i. --:-~ Li+-, -+---i-+--!---if--t--t--+--+--1--+--+--i---1--t---l lJI \.Ir._,. ::j: (_j_ I 'JLci:::ui_:: It ~ ! ) U.: 11 ~ J I I l I .I i !- :m McN EFF ENGINEERING & CONSULTING QCl>:llt J08, ____ __,'(IT1.._L-',__ ___________________ _ SHEETNO. __ ...,k,'='<----------- A PROFESSIONAL CORPORATION 1991 Village Park Way, Suite 115 Encinitas, CA 92024 CAI.CULATEDBY,~·------------ CHECKEOBY ____________ _ Tel: (760) 479-9838 • ~ax: (760) 479-9837 . f i ,. . i I j l SCALE I I j I l I I . J l I I l l A I -l ,, h.-, f, . i !I !I. ii 11 l l j 1, i (V\ia -i L-t.O) I i J ; j 1 I i 11\J,' -1,'l~t;'4 '1 ' ! I :,-I II l._; i l ! ,l l_ '1·_ I l1 IA -j i i , :; •l ! I l I I I i l i I i.ll"i['l q H'i ""ll'Jl l ! l l !'i l , i 11 ,· -1 1 L· l i .1 '!A .j.. . i I . i ' ! . ' Vt-, i . ,I j[,11!-1 l.i l I j ! · I l I- i ! .i'v-rl-_' 1--\lr' l I !· ! j OF·_-'b=------ DATE _________ _ DATE _________ _ I l 1 . l l ,, I I I I i ·l l 1W r-r, ... ·LlJ:LJqf, ~ ,Lf-71 ,_ 21 i i )I L.tl{' ,1 ~ l ll' l ii l i l i I" --;~-+l,l.,...__lr--+!-..ap,,::I-J;i--+-'S.--~!_:!"--+!-. -;---f--+-+--1--;..,1, --+--+l,1'_--4--4---1----i~--l--l ·. l -. i I i ! L. l ! ·1 l i , ·1 J. I I I I I I I I ! ! j . i. ! 1- . I l I ! I I I l l ! I i I ! I l i ... ,. I .l l I ! ·I .I . l l l i ' I .j ! I l Mc:Neff Engineering ' & Consulting '1991 Village Park Way Suite 115 Encinitas, CA 92024 Title : Sierra Wireless Job # 0844 Dsgnr: JE Date: 4:11 PM, 5 NOV 08 Description : Tenant Improvements Scope: Rev: 580000 User. KW-0606712, Ver 5.8.0, 1-Dec-2003 (c)1983-2003 ENERCALC Engineering Software · Composite Steel Beam Page 1 CALCS.ECW:Floor Framln Description Design Input Section Name Beam Span Beam Spacing Slab Thickness Deck Rib Height Rib Spacing Rib Width Rib Orientation Beam Location 8-1 W12X19 10.833 fl: 6.333 ft 4.000 in 1.500 in 6.000 in 2.500 in Perpendicular Slab Both Sides Dead Loads ( applied before 75% curing) -'>· , ~ . Full Span Uniform Loads ... # 1 0.336 k/ft I Live Loads ( applied after 75% curing) @:tart~; MUS%!±-£% 4/2\ftfh<-WWZ,i"' &::a:uT«Qi,4@t4*4i W&MiRZ RM#MY&Mti?i# ,£ Full Span Uniform Loads ... # 1 0.633 k/ft Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Fy fc Concrete Density Stud Diameter Stud Height 50.00 ksi 3,000.00 psi 145.00 pcf 0.750 in 3.500 in Beam Weight not added . Using Partial Composite Action Elastic Modulus 29,000.00 ksi Point Loads ... #1 k ft 4i :mm &ii 'kiil§J 'iii&i\liff i~i Iii.~ , 4Nt, :w ,fl!ii,tiitliil4il!//Mll JMVi&i' hti/lihiil<IZIB: ,;;;J Point Loads ... #1 k ft OK Shored & Unshared Using: W12X19, Span= 10.83ft, Slab Thickness= 4.000in, Deck Rib Ht= 1.50in, Rib Spac= 6.00in, Rib Width= 2.50in w/ Slab E Stress Checks for Shored & Unshared Cases ... @ Bottom of Beam Actual = Unshared DL Stress Actual = Actual Shear Stress Actual= Unshared Stress Check .... 5,s5o.9 psi 2,766.2 psi 1,836.7 psi Allowable= Allowable= Allowable= 33,333.0 psi 33,333.0 psi 20,000.0 psi OK OK OK (Mdl/Ss + Mll/Strans) Actual = 6,588.3 psi Allowable = 45,000.0 psi OK _Mil/ Stran~(top) Actual = 140.6 psi Allowable = 1,350.0 psi OK Alternate Unshared Stress Check: (Mdl +Mil)/ Ss 7,977.6· 38,000.0 psi Shored Concrete Stress Check .... (Mdl +Mil)/ (Strans:top * n) 215.2 1,350:D psi I ~~2i:~~!!~~~--~-~'!:1~!+!:"~-~~!~!,,.:pii;s t'tik ¥: 111, w; ,-z t&J e : ,-ow, rn , M 1&4'iil#i/&¥h--: @ afa t1,; M, !iiill1'·WiiF-Wi/M%ldil¥@ii\&JHtn:ililffiiMZ£JJ@lii®&/Mlll8 Actual# Studs O per 1/2 beam span . Stud Capacity 11.50 k Vh : min 25.90 k Total req'd 1/2 Span 3studs Vh@100% 103.59k Vh: Used 34.50 k Zone 1 from 0.000 ft to 1.805ft , Use 1 studs Zone2from 1.805 fl: to 3.611 fl: , Use 2 studs Zone3from 3.611 ft to 5.416ft , Use O studs Zone4from 5.416 ft to 7.222ft , Use O studs Zone 5from 7.222 ft to 9.027ft , Use 2 studs Zone 6 from 9.027 fl: to 10.833ft , Use 1 studs McNeff Engineering Title : Sierra Wireless Job # 0844 ' & Consulting Dsgnr: JE Date: 4:11PM, 5 NOV08 !1991 Vilfage Park Way Suite 115 Encinitas, CA 92024 Rev: 580000 User. KW-0606712, Ver 5.8.0, 1-Dec-2003 (c)1983-2003 ENERCALC Engineering Software Description 8-1 Description : Tenant Improvements Scope: Composite Steel Beam Page 2 CALCS.ECW:Floor Frami I Deflections b µaz, ji} :£ ¼ii£ ht' ?la £! ~ 5:l:?t :w q/f #ct! znrna M 'l\ SM% ti. d'#i&:;t,.,-47' ,fi k :1 &\ k $¾UMZ-\%1fUtiW.tUtJW~ PM ti&Z%V2®-¾b t&¾if@O t.VM :@Fi'f Mi4r4&wi :,a;a.,;:;;;:;wp; hi/ill/it) \:ffl&¼#ik4U:Wi3h 2 ~o-u-$£ %-2#1 I : Transformed 401.04 in4 I : Effective · 286.42in4 Before 75 % Curing Construction Loads Only After 75% Curing Total Uncured Deflection Composite Deflection Load Combinations ... Dead + Constuction Shored 0.013in 0.000in 0.024in 0.013in 0.036in @Left 1.82k {after shores removed) : L/#1#1#.# : L/3596.3 Unshored 0.028in 0.000in 0.024in 0.028in 0.051 in @Right 1.82 k Composite 3.43 k 3.43 k Max DL + LL 5.25 k 5.25 k L/ 4709.5 L/ 2538.7 I Analysis Values n t-•¥ QX•t-%»© 6'11t brat, ·d' tf?* &#.\k•i AAi-19 Wi¥ k-Wktr rM S:}'%,t W iiVUPWd\ Ir: tttmtl k! dfW UU.A 7?$t!iii-P½@YWn :fi'+t!ft:%A% bii@tAVRt-ri np :&:if% i J:V}M; ZW@ m;r4:4iJ~$ "d g,~ifkt¥! Maximum Moments Effective Flange Width ... Dead Load Alone 4.93 k-ft Fb : Allow 33.00 psi Based on Beam Span Dead + Const 4.93 k-ft n : Strength 9.29 Based on Beam Spacing Live Load Only 9.29 k-ft n : Deflection 9.19 Dead+ Live 14.21 k-ft Support Shears Shear@Left Shear @ Right 5.25 k 5.25 k I Section Properties t:M·bMt :g:;, ,$..24X'.tl ,;zyz +@if S -P Gii$Ri?3W& N-'.!SiU,N iti ¥i&ii't2€£06£.'.Nl~'. ·> t tMSfi"c/3/ ,_,--fZ '.it \ -tJ4ii:£-G Section Name W12X19 Depth 12.160 in lxx : Steel Section 130.00in4 Width 4.005 in I transformed 399.88in4 Flange Thick 0.350 in Strans: top 85.35in3 Web Thick 0.235 in Strans: bot 34.85in3 Area 5.570 in2 Strans : eff@ bot 29.15in3 Weight 18.920 #/ft n*Strans : Ef@ top 541.5 in3 I-steel 130.00 in4 X-X Axis from Bot 11.47in S steel: top 21.38 in3 Vh@100% 103.59k s steel : bottom 21.38 in3 Effective Width 2.708ft 6.333ft 2.708ft lvlc:Neff Engineering ' & Consulting '1991 Viliage i:>ark Way Suite 115 Encinitas, CA 92024 Title : Sierra Wireless Job # 0844 Dsgnr: JE Date: 4:11 PM, 5 NOV 08 Description : Tenant Improvements Scope: Rev: 580000 User: KW-0606712, Ver 5.8.0, 1-Dec-2003 (c)1983-2003 ENERCALC Engineering Software Composite Steel Beam Page 3 CALCS.ECW:Floor Frami Description 8-1 / Sketch & Diagram _Cfo:a;._w &P¥ti¥¥fuW@iA J IS #W& o.3iq~~ l l l l ll llll ll l Ill l lll ll l lll llllllll I II !Ill+ o.336k/fi -Uve Loads- o.~lM H H H l mm m Im n n +++mm n 1111 m o.a33k/fi -construction Loads- Rl=5.249k M : Dead Load= 4.93k-ft M: DL + LL c 14.21k·ft Max. Shored Deflection= 0.0361In Max. Unshared Deflection c 0.05121n Rr= 5.249k D.Dl -0.DD ..... ~ Concrete Slab Area Between Ribs ...... -0.0 I I .0.0 ;s-o.ll2 .O.ll2 j ·0.02 ., -!I.Ill Q• ·D.D3 -0.1)4 Deflection ! ., ..... "' !lit,,. -- .02 .11 .,. ,. ,,. ,r ....... _JI' --~ - : .20 .:zg '.38 0-'7 ... I .OS Q,74 • .8 Location fftl 'M~Neff Engineering ' & Consulting 11991 Village Park Way Suite 115 Encinitas, CA 92024 Title : Sierra Wireless Job # 0844 Dsgnr: JE Date: 4:12PM, 5 NOV 08 Description : Tenant Improvements Scope: Rev: 580000 User. KW-0606712, Ver 5.8.0, 1-Dec-2003 (c)1983-2003 ENERCALC Engineering Software Composite Steel Beam Page 1 CALCS.ECW:Floor Fram! Description B-2 Design Input Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Section Name Beam Span Beam Spacing Slab Thickness Deck Rib Height Rib Spacing Rib Width Rib Orientation Beam Location W12X19. 13.250 ft 6.333 ft 4.000 in 1.500 in 6.000 in 2.500 in Perpendicular Slab Both Sides Dead Loads ( applied before 75% curing) Full Span Uniform Loads ... # 1 0.336 k/ft I Live Loads ( applied after 75% curing) kt+'.:& r ii1 ,l • MMb !i\E ,J:· J:#Mtti:&1U!1!B@§tfil:(&:--#1d#i-ffl!,dW444}i:k@&>l? S'Ati@, $1 Full Span Uniform Loads ... # 1 0.633 k/ft I Summary I Fy fc Concrete Density Stud Diameter Stud Height Beam Weight not added 50.00 ksi 3,000.00 psi 145.00 pcf 0.750 in 3.500 in Using Partial Composite Action Elastic Modulus 29,000.00 ksi Point Loads ... #1 Point Loads ... #1 k k ft ft OK Shored & Unshored Using: W12X19, Span= 13.25ft, Slab Thickne~s = 4.000in, Deck Rib Ht= 1.50in, Rib Spac= 6.00in, Rib Width= 2.50in w/ Slab E Stress Checks for Shored & Unshored Cases ... @ Bottom of Beam Actual= 8,887.2 psi Allowable= 33,333.0 psi OK Unshored DL Stress Actual= 4,138.3 psi Allowable= 33,333.0 psi OK Actual Shear Stress Actual= 2,246.5 psi Allowable= 20,000.0 psi OK Unshored Stress Check .... (Mdl/Ss + MII/Strans) Actual= 9,943.9 psi Allowable= 45,000.0 psi OK MIi / Strans(top) Actual= 182.1 psi Allowable= 1,350.0 psi OK Alternate Unshored Stress Check : {Mdl + MIi) / Ss 11,934.6 38,000.0 psi Shored Concrete Stress Check .... (Mdl + Mil) / (Strans:top * n) 278.7 1,350.0 psi I Shear Studs & Shear Transfer a 11::::.::::;5-;;.4%z«2¥'.':Z>H"A11 t 31: ::.>~V'!if4b-,m:.,.;,;,• :i: !ft#iJ:? ::ti**liitU:M! 1 ""flqg;:;pP,f,,P,f#iJ',@C:,-.,4;9;pSf'Ni31f'df:4#--%MU'.;:M£:-...¥./fi£fiUJi:.fi.ffii'MWfi#§t%M#W;MPWrtMUM~J Actual# studs ~ o'perti.2 be~m span, Stud Capacity 11.50 k V'h: min 31.68 k Total req'd 1/2 Span 3studs Vh@100% 126.70k Vh: Used 34.50 k Zone 1 from 0.000 ft to 2.208ft , Use 1 studs Zone 2 from 2.208 ft to 4.417ft , Use 2 studs Zone 3from 4.417 ft to 6.625ft , Use O studs Zone4from 6.625 ft to 8.833ft , Use O studs Zone5from 8.833 ft to 11.042ft , Use 2 studs Zone6from 11.042 ft to 13.250ft , Use 1 studs 'M~Neff Engineering Title : Sierra Wireless Job # 0844 l & Consulting Dsgnr: JE Date: 4:12PM, 5 NOV 08 11991 Village Park Way Suite 115 Encinitas, CA 92024 Rev: 580000 User. KW-0606712, Ver 5.8.0, 1-Dec-2003 (c)1983-2003 ENERCALC Engineering Software Description B-2 Description : Tenant Improvements Scope: Composite Steel Beam Page 2 CALCS.ECW:Floor Frami I Deflections I PP/Ai&RW; \\Erl&•W¢ciili@i%11\Ji im·/1\$ ,:, Ulll$ltl ffilfj,s a;:·:2¢41,%/11 PJ\> ihi\ rn•,;;,,g;zy,g /Rt ©¥::Wt@ #ii& lkilf-14¥#\iii¼ ;a;;;us ,& l h½:tS414 M\®tlll\fo-,Z:,WIR4®11@PIH @PW: ;rn,wlii I : Transformed 422.28 in4 I : Effective 282.52in4 Shored Unshored Before 75 % Curing 0.028in (after shores removed) 0.062in Construction Loads Only 0.000in 0.000in After 75% Curing 0.054in 0.054in . Total Uncured Deflection 0.028in : L/5593.3 0.062in : L/ 2573.8 Composite Deflection 0.082in : L/1938.7 0.115 in : L/ 1378.6 I Reactions kl Ffu.{\\fW?ifoP ,Si Wtb i\t¥\•ttit5 Mt lii$?#SPtrifil&t:hi::?di44hW&sf&¥i,ti1'.}uf<iii±£ k·k@-! k? # Rn lie#it;##Kt '4'/ Rt¾? tik,.,;;,x-;;i x -£ i#i--1 ii tit f4i¼tf%i-"~ t"1u &S-i&B ·#iif\J-.J, iii¥ f".uftii ,§ Load Combinations... @ Left @ Right Dead + Constuction 2.23 k 2.23 k Composite 4.19 k 4.19 k Max DL + LL 6.42 k 6.42 k I Analysis Values · · 1 @b,, &>&<51,½Nd,U'.ttw -¥t¥.:£,&'....'#St®¥ 4#!! t#iit"'il4-hf&hktMJ'<N,V-i-VZ tt-,¥/ Wi@ttW4tJ.tl®#tWW34t1%1U fiQ&iJ/W A Wkt&1it&¥; i&wl 1@ t:...dbk¼§4:£2'.Wr4§1$3·#&&-. :;gg it% t'H :<\:tW!Z@i~a Maximum Moments Effective Flange Width ... Dead Load Alone 7.37 k-ft Fb : Allow 33.00 psi Based on Beam Span Dead+ Const 7.37 k-ft n : Strength 9.29 Based on Beam Spacing Live Load Only 13.89 k-ft n : Deflection 9.19 Dead + Live 21.26 k-ft Support Shears Shear@Left Shear @ Right 6.42 k 6.42 k I Section Properties l+M?Htd · ,;;;;eu;::i* I:& A 4,1 ·UP iWil:ifUft-&r-i!r Section Name W12X19 Depth 12.160 in Width 4.005 in Flange Thick 0.350 in Web Thick 0.235 in Area 5.570 in2 Weight 18.920 #/ft I-steel 130.00 in4 S steel: top 21.38 in3 S steel : bottom 21.38 in3 lxx : Steel Section 130.00in4 I transformed 421.17in4 Strans: top 98.56in3 Strans: bot 35.43in3 Strans : eff @ bot 28.71 in3 n*Strans : Ef @ top 572.7in3 X-X Axis from Bot 11.89in Vh@100% 126.70k Effective Width 3.312ft 6.333ft 3.312ft Mc.Neff Engineering 1 & Consulting 'i991 Village Park Way Suite 115 Encinitas, CA 92024 Title : Sierra Wireless Job# 0844 Dsgnr: JE Date: 4:12PM, 5 NOV 08 Description : Tenant Improvements Scope: Rev: 580000 User: KW-0606712, Ver 5.8.0, 1-Dec-2003 (c)1983-2003 ENERCALC Engineering Software Composite Steel Beam Page 3 CALCS.ECW:Floor Frami Description B-2 I Sketch & Diagram MiiiMiiSW&NWIU D !A #Mlihf®WM# -Dead Loads- o.sj;+;}!l j j j j j j j j j j j j j j j j j j j j j j j j j j j j j j j j j j j j j j j j j + -UveLoeds-o.eM~I l 11 II Imm II ml I l ! l IHI nm Im mm -Construction Loads- M : Dead Load= 7.371<-fl M: DL +LL= 21.2Bk•fl Max. Shored Deflecllon • D.D8201n ?&5i&A++& 4# D.33Bk/ft 0.633k/ft 21.26 111.1•1---+---1--- 17.01 f--+----l-- Rl=6.420k Max. Unshored DeHecllon = 0.11531n Rr=6.420k .2& 2.SB .25 .SB Lcca!lon /ft\ .Q1 IIJIO -11.D 11""'-. ,, Concrete Slab Area Between Ribs -IIJJ2 ' 'I -0.D 3 ~.OM 1:: & 7 • ,!l-11.D .0.0 -11.D Defle ~tlon ' '- /Ill,._ ------ .2, : .ss 91 .I --.,. .... ~ ..,. _..,r - .25 ... 791 li.25 .... t _g:a t .2 Lcca!lan /Ill MdNeff Engineering ' & Consulting i991 Village Park Way Suite 115 Encinitas, CA 92024 Title : Sierra Wireless Job # 0844 Dsgnr: JE Date: 4:12PM, 5 NOV 08 Description : Tenant Improvements Scope: Rev: 580000 User. KW--0606712, Ver 5.8.0, 1-Dec-2003 (c)1983-2003 ENERCALC Engineering Software Composite Steel Beam Page 1 CALCS.ECW:Floor Framing Description B-3 Design Input Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Section Name Beam Span Beam Spacing Slab Thickness Deck Rib Height Rib Spacing Rib Width Rib Orientation Beam Location W12X19 14.583 ft 2:000 ft 4.000 in 1.500 in 6.000 in 2.500 in Perpendicular Slab One Side Dead Loads ( applied before 75% curing) Full Span Uniform Loads ... # 1 0.062 k/ft Fy f'c Concrete Density Stud Diameter Stud Height Beam Weight not added 50.00 ksi 3,000.00 psi 145.00 pcf 0.750 in 3.500 in Using Partial Composite Action Elastic Modulus 29,000.00 ksi Point Loads ... #1 k ft I Live Loads ( applied after 75% curing) i!A 4 iit&iiWWM fttiM§ t&H ¥MW MWHM/4¥} Full Span Uniform Loads ... Point Loads ... # 1 0.117 k/ft #1 k ft Summary . -OK Shored & Unshored Using: W12X19, Span= 14.58ft, Slab Thickness= 4.000in, Deck Rib Ht= 1.50in, Rib Spac= 6.00in, Rib Width= 2.50in w/ Slab C Stress Checks for Shored & Unshored Cases ... @ Bottom of Beam Actual = Unshored DL Stress Actual = Actual Shear Stress Actual = Unshared Stress Check .... (Mdl/Ss + MII/Strans) Actual = MIi / Strans(top) Actual= 1,967.8 psi 925.0 psi 456.7 psi 2,211.2 psi 94.4 psi Alternate Unshored Stress Check : (Mdl + MIi) / Ss Shored Concrete Stress Check .... (Mdl + MIi) / (Strans:top * n) I Shear Studs & Shear Transfer iFHMS& Actual # Studs Total req'd 1/2 Span Zone 1 from Zone2from Zone3from Zone4from Zone5from Zone6from 0 per 1/2 beam span Stud Capacity 2studs Vh@100% 0.000 ft to 2.430 ft to 4.861 ft to 7.291 ft to 9.722 ft to 12.152 ft to 11.50 k 38.25k 2.430ft , Use 4.861 ft , Use 7.291 ft , Use 9.722ft , Use 12.152ft , Use 14.583ft , Use Allowable= 33,333.0 psi Allowable= 33,333.0 psi Allowable= 20,000.0 psi Allowable= 45,000.0 psi Allowable= 1,350.0 psi 2,670.5 38,000.0 psi 144.4 1,350.0 psi * O! V'h: min Vh: Used 1 studs 1 studs O studs 0 studs 1 studs 1. studs OK OK OK OK OK 9.56 k 23.00 k McNeff Engineering Title : Sierra Wireless Job # 0844 , & Consulting Dsgnr: JE Date: 4:12PM, 5 NOV 08 1991 Village Park Way Suite 115 Encinitas, CA 92024 Description : Tenant Improvements Scope: Rev: 580000 User. KW-0606712, Ver 5.8.0, 1-Dec-2003 (c)1983-2003 ENERCALC Engineering Software Composite Steel Beam Description B-3 Deflections I : Transformed 292.18 in4 I : Effective 255.76in4 Shored Unshored Before 75 % Curing 0.009in (after shores removed) 0.017in Construction Loads Only 0.000in 0.000in After 75% Curing 0.016in 0.016in Total Uncured Deflection 0.009in : L/####.# 0.017in : L/ ####.# Composite Deflection 0.025in : L/7126.5 0.033in : L/ 5340.1 I Reactions tiil,,_+;; hb·i MSW i1if#Nh#k-lt a,#fW.fiA&E-Wii*1-44/k#At4'f N&tZ41,....,A, l :-? $t \ :£5% %,re-£ *keoP ··J # -W·QF #· -& ¢ --Jtf# r Load Combinations ... Dead + Constuction Composite MaxDL+LL @Left 0.45k 0.85k 1.31 k @Right 0.45k 0.85 k 1.31 k I Analysis Values G::@:~--:'AZrls•@P·Si44iflCQ:-&:±tAki ®9fi fl##" Miii-ffi#;;&tft#tt#?Mo/ 1¢#"'1Gf,ttt t 4 ti-M if tz· 2% -J@-b:54%1¢' I ·tif)ri"d Maximum Moments Effective Flange Width ... Dead Load Alone Dead+ Const Live Load Only Dead+ Live Support Shears Shear@Left Shear @ Right 1.65 k-ft 1.65 k-ft 3.11 k-ft 4.76 k-ft 1.31 k 1.31 k Fb :Allow 33.00 psi n: Strength 9.29 n : Deflection 9.19 I Section Properties . Lrf©3"143<W%4-;;.&k4¥§§}t,.; ... p;a~4Ni#iWa4&:1UJ8t¥Mi-4ifWl4%¥MWtTWWM} 01&51t¥,*tit•YHdh ... ,t,Q ;:;,g.--g tVi5t¼P 1 f't 1 Section Name W12X19 Depth 12.160 in Width 4.005 in Flange Thick 0.350 in Web Thick 0.235 in Area 5.570 in2 Weight 18.920 #/ft I-steel 130.00 in4 S steel: top S steel : bottom 21.38 in3 21.38 in3 lxx : Steel Section I transformed Strans: top Strans: bot Strans : eff @ bot n*Strans : Ef@ top X-X Axis from Bot Vh@100% 130.00in4 291.07in4 42.56in3 31.23in3 29.02in3 351.2in3 9.32in 38.25k Based on Beam Span Based on Beam Spacing Effective Width Page 2 CALCS.ECW:Floor Framing 1.823ft 1.000ft 1.000ft 'McNeff Engineering , & Consulting •1991 Village Park Way Suite 115 Encinitas, CA 92024 Title : Sierra Wireless Job # 0844 Dsgnr: JE Date: 4:12PM, 5 NOV 08 Description : Tenant Improvements Scope: Rev: 580000 User: KW-0606712, Ver 5.8.0, 1-Dec-2003 · (c)1983-2003 ENERCALC Engineering Software Composite Steel Beam Page 3 CALCS.ECW:Floor Framing ~ ' , ' Description 8-3 I Sketch & Diagram -lfe~d[JfciJ:-S,¼ii % i ,. # '3 £-;;, 5:iWl4%!H Uk -I.Ive Loads- o. ~H~ I I I Ill l l l l l l l l I 11 Ill l l l l l l I 11111 I 11111111 i o.111k/f! -Construcllon Loads- RI= 1.305k concrete Slab Area Between Ribs M : Dead Load = 1.65k.ft M: DL +LL= 4.76k-fl Max. Shored Deflecllon • 0.02461n Max. Unshared Deflecllon = 0.032Bln Rr= 1.305k T .O.U71----+---+----f-----si--+---+----4--- ·1.2DIJ----t::::,---l---+=--l---+---l---+--1---+--Beam hear 27 .s, ·77 .2, ,71 Locllllon 1111 ~-'-. I ~ .0 .00 .0.01 ' I .r .01 .01 0.01 j; .D2 .D2 .0 .D2 .ll~ .0 Deflection .., ' ..... I'll,,,. ~ -- :37 .a, .31 l 'I .r ..r ... .JI" -- ! ,77 .2, I ,71 10.1S ... 1 .11 , ... LDcstfan fftl ' McNeff Engineering , & Consulting 'i991" Village Park Way Suite 115 Encinitas, CA 92024 Title : Sierra Wireless Job # 0844 Dsgnr: JE Date: 4:35PM, 5 NOV 08 Description : Tenant Improvements Scope: Rev: 580000 User. KW--0606712, Ver 5.8.0, 1-Dec-2003 (c)1983-2003 ENERCALC Engineering Software Composite Steel Beam Page 1 CALCS.ECW:Floor Framing Description .B-4 Design Input Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Section Name Beam Span Beam Spacing Slab Thickness Deck Rib Height Rib Spacing Rib Width Rib Orientation W12X19 12.333 ft 10.833 ft 4.000 in 1.500 in 6.000 in 2.500 in Parallel Beam Location Slab One Side Dead Loads ( applied before 75% curing) Full Span Uniform Loads ... # 1 k/ft # 2 k/ft # 3 k/ft #4 k/ft Trapezoidal Loads ... Fy fc Concrete Density Stud Diameter Stud Height Beam Weight not added 50.00 ksi 3,000.00 psi 145.00 pcf 0.750 in 3.500 in Using Partial Composite Action Elastic Modulus 29,000.00 ksi Point Loads ... # 1 0.450 k #2 0.764 k # 3 1.820 k #4 0.764 k 2.000ft 2.833ft 6.000ft 7.000ft # 1 @ Left 0.100 k/ft @ Right 0. 100 k/ft 7.170-> 12.330 ft I Live Loads ( applied after 75% curing) fGP1-x; U· Wi1>H> J9&d:&! iJ#Hn& ;x;,;an110GikiiiMfti\iiAAf_*P+ ¥&t#/i44'i#4 ziMkff t Wh t ¥J#jfu;fliw:!W iZi-': ·:4Pi¼4&@:; et: Full Span Uniform Loads... Point Loads ... #1 k/ft #1 #2 k/ft #2 #3 #4 k/ft k/ft #3 #4 0.850 k 2.546 k 3.430 k 2.546 k 2.000 ft 2.833 ft 6.000 ft 7.000 ft I Summary I OK Shored & Unshored Using: W12X19, Span= 12.33ft, Slab Thickness= 4.000in, Deck Rib Ht= 1.50in, Rib Spac= 6.00in, Rib Width= 2.50in w/ Slab C Stress Checks for Shored & Unshored Cases ... @ Bottom of Beam Actual= 13,632.4 psi Allowable= 33,333.0 psi OK Unshared DL Stress Actual= 5,505.8 psi Allowable= 33,333.0 psi OK Actual Shear Stress Actual= 2,755.5 psi Allowable= 20,000.0 psi OK Unshored Stress Check .... (Mdl/Ss + MII/Strans) Actual= 14,900.3 psi Allowable= 45,000.0 psi OK Mil/ Strans(top) Actual= 457.7 psi Allowable= 1,350.0 psi OK Alternate Unshared Stress Check : (Mdl + Mil) / Ss 17,711.2 38,000.0 psi Shored Concrete Stress Check .... (Mdl + Mil) / (Strans:top * n) 664.1 1,350.0 psi I Shear Studs & Shear Transfer fJMHki\-UkiP#&3Mtl ¥¥ M Mtfi4Zkft&i&Wiii=&Wrr4tliittflliMW¾kiiiK@i$Rl:.@J&'-:ftM#.ttft<q.;a.tm ·£4.§fhNc, =48! #4" fjh,WPJ?ii¢34 w;..;,h4j ;;;4 1 • .,, ;; rnt,m aw o M * :,11::m@n .. ; J Actual# Studs O per 1/2 beam span Stud Capacity Total req'd 1/2 Span 2studs Vh@ 100% Zone 1 from 0.000 ft to Zone2from 2.001 ft to Zone 3 from 4.001 ft to Zone4from 6.002 ft to Zone5from 8.112 ft to Zone6from 10.223 ft to 11.50 k 73.71 k 2.001 ft , Use 4.001 ft , Use 6.002ft , Use 8.112ft , Use 10.223ft , Use 12.333ft , Use 1 studs 1 studs 0 studs O studs 1 studs 1 studs V'h: min Vh: Used 18.43 k 23.00 k • McNeff Engineering & Consulting Title : Sierra Wireless Job # 0844 Dsgnr: JE Date: 4:35PM, 5 NOV 08 ,1991 Village Park Way Suite 115 Encinitas, CA 92024 Rev: 5B0000 User: KW-0606712, Ver 5.8.0, 1-Dec-2003 (c)1983-2003 ENERCALC Engineering Software Description 8-4 Description: Tenant Improvements Scope: Composite Steel Beam Page 2 CALCS.ECW:Floor Framing I Deflections · I fi4#$&:¾\t'i£d•ii-,rlt t·M:l&Htle/&Mltli\JB:ti-W!l#3JW 11 ,&:!:+MBi/:m;;,a;;,g,@ \Jliiii:i! ·2 •;;&/,PIW&::44;,;;p-::;;3,go;-,i:li-t:JQ@, ';\'/-;; c:Ji\S•s;:;,q:,we :'¾.J,ill-1,,%,;&ZlitiililMXW' I: Transformed 346.83 in4 I: Effective 251.12in4 Shored Unshared Before 75 % Curing -0.033in (after shores removed) 0.064in Construction Loads Only 0.000in 0.000in After 75% Curing 0.074in 0.074in Total Uncured Deflection 0.033in : L/4498.1 0.064in : L/ 2328.5 Composite Deflection 0.107in : L/1389.3 0.137in· : L/ 1079.1 I ~~.!E~'l:'.1;;,;:'.. ,-., @"';';;;' -•~m,mw-rn "'@';~~;"' m mN """ · ,m w u,nu mu·£• -~ , ~,I Dead + Constuction 2.34 k 1.98 k · Composite 5.54 k 3.84 k Max DL + LL 7.87 k 5.81 k I Analysis Values ~ EP 4:,.1 :tw@§II! t 1illSNiitillili\4llll i!ilil4SMRIIWOIMtlt!Miiliiilfii,U¥®1tlitl&ttillll®SlriiitllRl/t.;;;;; ,,;.;;e;.;m bM, /' ):SJ;j@\lliilllllill'jc \%,dt/l--\l4'1'4i"Tisli#NIB· Q%l &£r-i 4-Al\hlt .,.,,8 ·Maximum Moments Dead Load Alone Dead+ Const Live Load Only Dead+ Live Support Shears Shear@Left Shear @ Right I Section Properties Ff?l i MS ii 41'ffltmiW5 6##¥Mi 41Widt Section Name Depth Width Flange Thick Web Thick Area Weight I-steel S steel: top S steel : bottom 9.81 k-ft 9.81 k-ft 21.75 k-ft 31.56 k-ft 7.87 k 5.81 k Fb:Allow n: Strength n : Deflection IM/@S9tW&&-ii#M¥4¥M# l-lt¥Pii¥M&iW'&&A W12X19 12.160 in lxx : Steel Section 4.005 in I transformed 0.350 in Strans: top 0.235 in Strans: bot 5.570 in2 Strans : eff@ bot 18.920 #/ft n*Strans : Ef @ top 130.00 in4 X-X Axis from Bot 21.38 in3 Vh@100% 21.38 in3 Effective Flange Width ••• 33.00 psi Based on Beam Span 1.542ft 9.29 Based on Beam Spacing 5.416ft 9.19 Effective Width 1.542ft 130.00in4 345.70in4 61.39in3 32.83in3 27.78in3 406.2in3 10.53in 73.71 k 'McNeff Engineering , & Cor.isulting ,1991 Vill'age Park Way Suite 115 Encinitas, CA 92024 · Title : Sierra Wireless Job # 0844 Dsgnr: JE Date: 4:35PM, 5 NOV 08 Description : Tenant Improvements Scope: Rev: 580000 User. KW-0606712, Ver 5.8.0, 1-Dec-2003 (c)1983-2003 ENERCALC Engineertng Software Composite Steel Beam Page 3 CALCS.ECW:Floor Framing Description 8-4 -Uva Loads- -Construction Loads- Rl=7.874k M : Deed Load = 9.81k-ft M: DL+LL=31.56k·ft Mex. Shored Deflection= 0.10551n Mex. Unshared Deflection= 0.13711n Rr= 5.812k I -- -o.n, .ll2 .ll4 .ll5 JJD .D7 .llS JJQ ·::~ Def :, ' ...... ' ...... ... !Ion .10 ... ---- .e, - .ea .13 Locm!on tftl 4.SS .... LD<:,djon rftl ~ -fzr ~ ,I ,. ., ~ ,,, -- ·"' .as 1.QQ 1 .3 ·M~Neff Engineering , & Cornsulting 1991 Vill'age Park Way Suite 115 Encinitas, CA 92024 Title : Sierra Wireless Job # 0844 Dsgnr: JE Date: 4:36PM, 5 NOV 08 Description : Tenant Improvements Scope: Rev: 580000 User. KW-0606712, Ver 5.8.0, 1-Dec-2003 (c)1983·2003 ENERCALC Engineering Softviare Composite Steel Beam Page 1 CALCS.ECW:Floor Framing Description B-5 Design Input Code Ref: AISC 9th ASD, 1997 use, 2003 IBC, 2003 NFPA 5000 Section Name Beam Span Beam Spacing Slab Thickness Deck Rib Height Rib Spacing Rib Width Rib Orientation Beam Location W12X19 12.333 ft 10.833 ft 4.000 in 1.500 in 6.000 in 2.500 in Parallel· Slab One Side Dead Loads ( applied before 75% curing) Full Span Uniform Loads ... # 1 k/ft #2 k/ft I Live Loads ( applied after 75% curing) Full Span Uniform Loads ... # 1 k/ft # 2 k/ft I Summary I Fy fc Concrete Density Stud Diameter Stud Height Beam Weight not added 50.00 ksi 3,000.00 psi 145.00 pcf 0.750 in 3.500 in Using Partial Composite Action Elastic Modulus 29,000.00 ksi Point Loads ... #1 0.450 k #2 2.230 k Point Loads ... #1 0.850 k #2 4.190 k 2.000ft 6.000ft 2.000 ft 6.000 ft OK Shored & Unshored Using: W12X19, Span= 12.33ft, Slab Thickness= 4.000in, Deck Rib Ht= 1.50in, Rib Spac= 6.00in, Rib Width= 2.50in w/ Slab C Stress Checks for Shored & Unshared Cases ... @ Bottom of Beam Actual = 9,118.4 psi Unshared DL Stress Actual Shear Stress Unshared Stress Check .... (Mdl/Ss + MII/Strans) MIi / Strans(top) Actual= Actual= Actual= Actual= 4,114.0 psi 1,534.8 psi 10,065.9 psi 289.9 psi Alternate Unshared Stress Check : (Mdl + MIi) / Ss Shored Concrete Stress Check .... (Mdl + MIi) / (Strans:top * n) I Shear Studs & Shear Transfer MW Actual # Studs 0 per 1/2 beam span Stud Capacity Total req'd 1/2 Span 2studs Vh@100% Zone 1 from 0.000 ft to Zone2from 2.055 ft to Zone3from 4.111 ft to Zone4from 6.166 ft to Zone5from 8.222 ft to Zone6from 10.277 ft to 11.50 k 73.71k 2.055ft , Use 4.111 ft , Use 6.166ft , Use 8.222ft , Use 10.277ft , Use 12.333ft , Use Allowable= 33,333.0 psi Allowable= 33,333.0 psi Allowable= ~0,000.0 psi Allowable= 45,000.0 psi Allowable= 1,350.0 psi 11,846.6 38,000.0 psi 444.2 1,350.0 psi V'h: min Vh: Used 1 studs 1 studs O studs O studs 1 studs 1 studs OK OK OK OK OK 18.43 k 23.00 k I a • M·cNeff Engineering & Consulting Title : Sierra Wireless Job # 0844 Dsgnr: JE Date: 4:36PM, 5 NOV 08 ,1991 vmage Park Way Suite 115 Encinitas, CA 92024 Rev: 580000 User. KW-0606712, Ver 5.8.0, 1-Dec-2003 (c)1983-2003 ENERCALC Engineering Software Description 8-5 Description : Tenant Improvements Scope: Composite Steel Beam Page 2 CALCS.ECW:Floor Framing I Deflections n fi?Jllf Vit:4 'f4 $ifWBif#¥it¾ttl!lti\1Mltt:WfJl.fNd¼S¥¥ f2,¥MHhLWWRtiut,PE·i Mi'JK-rn-:· -ee;,:;;::emw-w: ;s.~~r11tZlUM:\Zt1tm tit 4:; 1{¢4Ji 2:P¼& :t::t&:fh<&4tt£H1N!tt --; \o-4:i@:J@iiW?I· ;u! I : Transformed 346.83 in;4 I : Effective 251.12in4 Shored Unshored Before 75 % Curing 0.023in {after shores removed) 0.044in Construction Load_s Only 0.000in O.000in After 75% Curing 0.043in 0.043in Total Uncured Deflection 0.023in : L/6544.1 0.044in L/ 3387.7 Composite Deflection 0.065in : L/2271.6 0.086in L/ 1716.9 I Reactions · I lli/6\i/:illii/ ·41\llb\WMii/\i/:ttl\}WIIQHRWiiiil!¢!!fJMl©-Jitit11 CiMk-i1111'ttliVi 1l'Mlll,rli'@iii/l:t41Uii MtM SAAtWii¾il¾,, tiiW ·12 · Ht hi¼,111:t ck·/ ti£', :t-W:;,; :if ViWW lii/it%%Wfi.\ ffi ,;:§ Load Combinations ... Dead + Constuction Composite MaxDL+ LL @Left 1.52k 2.86k 4.39k I Analysis Values t#4 ;;,:; d§JS~Mb iff4ibiW4tffiM®a¥fliitt§3ffifiHH 5 Maximum Moments Dead Load Alone Dead+ Const Live Load Only Dead+ Live Support Shears Shear@Left Shear @ Right 7.33 k-ft 7.33 k-ft 13.78 k-ft 21.11 k-ft 4.39 k 3.33 k Fb:Allow n: Strength n : Deflection @Right 1.16 k 2.18 k 3.33k Effective Flange Width ... 33.00 psi 9.29 9.19 Based on Beam Span Based on Beam Spacing Effective Width 1.542ft 5.416ft 1.542ft I Section Properties t§!ti§ fi F @&f%fit 41@\jff iriA fti &;mt;¥& &#£W4W &i!MtW#MiQ\ffoii#ilM&fSt&?itwJ&!iW&N1H ,455 •:mmiMM£#f,'ffle-" k&;&,JhWX::»: iif'!s;S+Z!·:ta Section Name Depth Width Flange Thick Web Thick Area Weight I-steel S steel: top S steel : bottom W12X19 12.160in 4.005 in 0.350 in 0.235 in 5.570 in2 18.920 #/ft 130.00 in4 21.38 in3 21.38 in3 boc : Steel Section 130.00in4 I transformed 345.70in4 Strans: top 61.39in3 Strans: bot 32.83in3 Strans : eff @ bot 27.78in3 n*Strans : Ef @ top 406.2in3 X-X Axis from Bot 10.53in Vh@100% 73.71 k 'McNeff Engineering & Cor.isulting :t 991 vmage Park Way Suite 115 Encinitas, CA 92024 Title : Sierra Wireless Dsgnr: JE Date: Description : Tenant Improvements Scope: Rev: 580000 User: KW-0606712, Ver 5.8.0, 1-Dec-2003 (c)1983-2003 ENERCALC Engineering Software Composite Steel Beam . . Description 8-5 -Construction Loads- RI m 4.386k M: Dead Load= 7.33k-ft M :OL+LL=21.11k•ft Max. Shored Oeflactlon = 0.06521n Max. Unshorad Oaflectlon = 0.08821n Rr" 3.334k I 1'' uo .Q.D .Q.D .Q.D t ' • :e;-om 1;: ll .Q.D 4 5 .Q,D D .Q.D7 Deflection ! ~ Lcco!lon 1ft) '-'-..... ,_ -- .10 ... : ..,, .as 8.13 Lcco!lan 1ft) Job#0844 4:36PM, 5 NOV 08 Page 3 CALCS.ECW:Floor Framing ~ ,I ,, , I~ ,,,, ,.,.. --- t:n .,,, I .BS ,ng • .3 'M~Neff Engineering Title : Sierra Wireless Job # 0844 , & Consulting Dsgnr: JE Date: 4:39PM, 5 NOV 08 Description : Tenant Improvements 1991 Village Park Way Suite 115 Encinitas, CA 92024 Rev: 580000 User: KW-0606712, Ver 5.8.0, 1-Dec-2003 (c)1983-2003 ENERCALC Engineering Software Description Design Input Section Name Beam Span Beam Spacing Slab Thickness Deck Rib Height Rib Spacing Rib Width Rib Orientation Beam Location G-1 Scope: Composite Steel Beam Page 1 CALCS.ECW:Floor Framing W21X50 38.667 ft 6.000 ft 4.000 in 1.500 in 6.000 in 2.500 in Perpendicular Slab One Side Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Fy fc Concrete Density Stud Diameter Stud Height ' Beam Weight not added 50.00 ksi 3,000.00 psi 145.00 pcf 0.750 in 3.500 in Using Partial Composite Action Elastic Modulus 29,000.00 ksi Dead Loads ( applied before 75% curing) Full Span Uniform Loads ... # 1 k/ft #2 k/ft Trapezoidal Loads ... Point Loads ... #1 #2 1.520 k 2.340 k 13.250ft 27.833ft # 1 @ Left 0.318 k/ft @ Right 0.318 k/ft -> 13.250 ft # 2 @ Left 0.212 k/ft @ Right 0.212 k/ft 13.250 -> 27.830 ft # 3 @ Left 0.318 k/ft @ Right 0.318 k/ft 27.830 -> 38.667 ft I Live Loads ( applied after 75% curing) ); 1$1ik Ff:Wfi.w-i¾&M¾i?WJf :t4t£Rhtfff'.MtM iiUiiantRWi MZ¼fi$-i#:¼J.fofSEiiMSG4t&#\M¼iAiRttm atk®&\n-Gffe ;af i;fl--;v , ,w:;@df.i&t §f ·i#i ,±-ma t#fa-~i4Wf4#; .. g fa:# ,,p :;;;.1;:;z &:®t* -11 I Full Span Uniform Loads ..• #1 k/ft #2 k/ft Trapezoidal Loads ... #1 @Left 0.600 k/ft #2 @Left 0.400 k/ft #2 @Left 0.600 k/ft @Right @Right @Right Point Loads ... #1 #2 0.600 k/ft 0.400 k/ft 0.600 k/ft 2.860 k 13.250 ft 5.540 k • 27.833 ft -> 13.250ft 13.250 -> 27.830 ft 27.830 -> 38.667 ft Summary I OK Shored & Unshored Using: W21_X50, Span = 38.67ft, Slab Thickness = 4.000in, Deck Rib Ht= 1.50in, Rib Spac= 6.00in, Rib Width= 2.50in w/ Slab C Stress Checks for Shored & Unshored Cases ... @ Bottom of Beam Actual= 21,196.0 psi Allowable= 33,333.0 psi OK Unshored DL Stress Actual= 8,908.6 psi Allowable= 33,333.0 psi OK Actual Shear Stress Actual= 2,849.0 psi Allowable= 20,000.0 psi OK Unshored Stress Check .... (Mdl/Ss + Mll/Strans) Actual= 22,984.9 psi Allowable= 45,000.0 psi OK MIi / Strans(top) Actual= 821.7 psi Allowable= 1,350.0 psi OK Alternate Unshored Stress Check : (Mdl + Mil) / Ss 26,505.5 38,000.0 psi Shored Concrete Stress Check .... (Mdl + MIi) / (Strans:top * n) 1,237.4 -1,350.0 psi 'M~Neff Engineering Title : Sierra Wireless Job # 0844 , & Cor.isulting Dsgnr: JE Date: 4:39PM, 5 NOV 08 3 991 vmage Park Way Suite 115 Encinitas, CA 92024 Rev: 580000 User: KW-0606712, Ver 5.8.0, 1-Dec-2003 (c)1983-20D3 ENERCALC Engineering Software Description G-1 Description : Tenant Improvements Scope: Composite Steel Beam Page 2 CALCS.ECW:Floor Framing I Shear Studs & Shear Transfer MW+P-tiMW Mi ' @irj a+ &AW & RE B&@PP&tiMWWJ Actual # Studs 0 per 1/2 beam span Stud Capacity 11.50 k Vh:min Total req'd 1/2 Span Zone 1 from Zone 2 from Zone 3 from Zone4from Zone5from Zone 6from 5studs Vh@100% 114.75k Vh: Used 0.000 ft to 6.702ft , Use 2 studs 6.702 ft to 13.405ft , Use 2 studs 13.405 ft to 20.107ft , Use 1 studs 20.107 ft to 26.294ft , Use 1 studs 26.294 ft to 32.480ft , Use 2 studs 32.480 ft to 38.667ft , Use 2 studs I Deflections I : Transformed 2,007.85 in4 I : Effective 1,708. 76in4 Shored Unshored Before 75 % Curing Construction Loads Only After 75% Curing 0.392in (after shores removed) 0.680in 0.000in 0.774in Total Uncured Deflection Composite Deflection 0.392in 1.166 in : L/1185.0 : L/ 398.0 I Reactions Load Combinations ... Dead + Constuction Composite MaxDL+LL I Analysis Values Maximum Moments Dead Load Alone Dead+ Const Live Load Only Dead+ Live Support Shears Shear@Left Shear @ Right I Section Properties Section Name Depth Width Flange Thick Web Thick Area Weight I-steel S steel: top S steel : bottom @Left 7.08k 13.67k 20.74k 70.14 k-ft 70.14 k-ft 138.59 k-ft 208.68 k-ft 20.74 k 22.55 k W21X50 20.830 in 6.530 in 0.535 in 0.380 in 14.700 in2 49.931 #/ft. 984.00 in4 94.48 in3 94.48 in3 Fb :Allow n: Strength n : Deflection lxx : Steel Section I transformed Strans: top Strans: bot Strans : eff @ bot n*Strans : Ef @ top X-X Axis from Bot Vh@100% 0.000in 0.774in 0.680in 1.454 in @Right 7.53k 15.02 k 22.55 k 1#44 : L/ 682.4 : L/ 319.1 Effective Flange Width ... 33.00 psi 9.29 9.19 AAA 'AAA 984.00in4 2,001.20 in4 217.88in3 127.91 in3 118.15 in3 1,689.0in3 15.65in 114.75k Based on Beam Span Based on Beam Spacing Effective Width 28.69 k 57.50 k Ml 4.833ft 3.000ft 3.000ft J J ' 'M~Neff Engineering , & Con.suiting 1991 Village _Park Way Suite 115 Encinitas, CA 92024 Title : Sierra Wireless Job # 0844 Dsgnr: JE Date: 4:39PM, 5 NOV 08 Description : Tenant Improvements Scope: Rev: 580000 User: KW-0606712, Ver 5.8.0, 1-Dec-2003 (c)1983-2003 ENERCALC Engineering Software Composite Steel Beam Page 3 CALCS.ECW:Floor Framing Description G-1 -Dead Loads-~~~-~~ ·* o.~•M I I I I I I I I I 11 l o.318k/lt 0.2jt~lM~l~ll~l l~ll~ll~ll~I l o.21wn o.:!j,~.~~~ j~jj~jj~jj~j l o.31Bk/lt -Llve Loads-J.BBk t.54k o.#mmmmno.ek/11 -COnstructioo Loads- Concrete Slab RI= 20.744k Area Between Ribs o.44i~l~n~n-n-n-n~n~n 0.4k/H o.#~~m~ll~ll~ll~l l 0.6k/lt M: Coad Load= 70.14k·ft M : DL + LL= 208.6Bk-ft Max. Shored Dofioctlon • 1.165910 ofioction=1.4541In Rr=22.551k -11.s•t--+---+---!i----+---+--t--+--+-"' ·22.31J---:!-::::---+-----!l---+--+=---::l::-::--+--+--t-....C:::!!l Beam .ea .53 11A2 .31 1 .2D D .p .p .p .13 ..... , :zo .3!I ~.p n j: -"'I .71 .01 •I .04 •I Deflect Ion .17 I ~ ~ ~ : .ea -.:------ .53 1 .42 L.acalfon Ill) .I .r , .I _I ! ... ,, I --- 1.31 --i .20 23,1D 211.<XI 3 .SB 3.77 3 .e Location lftl . McNeff Engineering Title : Sierra Wireless Job # 0844 , & Consulting Dsgnr: JE Date: 4:41PM, 5 NOV 08 Description : Tenant Improvements 1991 Village Park Way Suite 115 Encinitas, CA 92024 Scope: Rev: 580000 User: KW-0606712, Ver 5.8.0, 1-Dec-2003 (0)1983-2003 ENERCALC Engineering Software Composite Steel Beam Page 1 CALCS.ECW:Floor Framing Description G-2 Design Input Section Name Beam Span Beam Spacing W21X50 Slab Thickness Deck Rib Height Rib Spacing Rib Width Rib Orientation Beam Loqation 38.667 ft 5.667 ft 4.000 in 1.500 in 6.000 in 2.500 in Perpendicular Slab One Side Dead Loads ( applied before 75% curing) Full Span Uniform Loads ... # 1 k/ft # 2 k/ft Trapezoidal Loads ... # 1 @ Left 0.318 k/ft #2 @Left 0.150 k/ft # 3 @ Left 0.318 k/ft @Right @Right @Right Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Fy re Concrete Density Stud Diameter Stud Height Beam Weight not added 50.00 ksi 3,000.00 psi 145.00 pcf 0.750 in 3.500 in Using Partial Composite Action Elastic Modulus 29,000.00 ksi Point Loads .•• #1 1.160 k 13.250ft #2 1.980 k 27.833ft 0.318 k/ft -> 13.250 ft 0.150 k/ft 13.250 -> 27.830 ft 0.318 k/ft 27.830 -> 38.667ft I Live Loads ( applied after 75% curing) iliiM IM@itlffl!S I Full Span Uniform Loads ... Point Loads ... #1 k/ft #1 2.180 k 13.250 ft #2 k/ft #2 3.840 k 27.833ft Trapezoidal Loads ... #1 @Left 0.600 k/ft @Right 0.600 k/ft -> 13.250 ft #2 @Left 0.283 k/ft @Right 0.283 k/ft 13.250 -> 27.830ft #2 @Left 0.600 k/ft @Right 0.600 k/ft 27.830 -> 38.667ft Summary I OK Shored & Unshored Using: W21X50, Span= 38.67ft, Slab Thickness= 4.000in, Deck Rib Ht= 1.50in, Rib Spac= 6.00in, Rib Width= 2.50in wt Slab C Stress Checks for Shored & Unshored Cases ... @ Bottom of Beam Actual= 17,262.2 psi Allowable= 33,333.0 psi OK Unshored DL Stress Actual= 7,462.6 psi Allowable= 33,333.0 psi OK Actual Shear Stress Actual= 2,441.5 psi Allowable= 20,000.0 psi OK Unshored Stress Check .... (Mdl/Ss + MII/Strans) Actual= 18,763.1 psi Allowable= 45,000.0 psi OK MIi / Strans(top) Actual= 685.2 psi Allowable= 1,350.0 psi OK Alternate Unshored Stress Check : (Mdl + MIi) / Ss 21,608.1 38,000.0 psi Shored Concrete Stress Check .... (Mdl + MIi) / (Strans:top * n) 1,046.6 1,350.0 psi I . ·McNeff Engineering Title : Sierra Wireless Job # 0844 , & Consulting Dsgnr: JE Date: 4:41 PM, 5 NOV 08 1991 Village Park Way Suite 115 Encinitas, CA 92024 Rev: 580000 User. KW-0606712, Ver 5.8.0, 1-Dec-2003 (c)1983-2003 ENERCALC Engineering Sol!ware ---• ¥ Description G-2 Description : Tenant Improvements Scope: Composite Steel Beam Page 2 CALCS.ECW:Floor Framing . . . I Shear Studs & Shear Transfer • W#iB5:X·t Mf#WA#W S Wtk-Xffi4-iifuS:Vi:.W&kJtt4N: rl±M3rtf{U:1!hi\ Hf¼£ ::re k \ GJ.\?t%%i};:f,4{52f2@.§Z%!4%i §flthfil#J*i @$4Mil M &WAWMWUJ¥P§?MitU§ :fWl! hW®\M&hf!ft')f¼l\i ?tG+;;.m:J.1 Actual# Studs 0 per 1/2 beam span Stud Capacity 11.50 k Total req'd 1/2 Span Sstuds Vh@ 100% 108.38k Zone 1 from 0.000 ft to 6.530ft , Use 2 studs Zone2from 6.530 ft to 13.061 ft , Use 2 studs " Zone3from 13.061 ft to 19.591 ft , Use 1 studs Zone4from 19.591 ft to 25.950ft , Use 1 studs Zone5from 25.950 ft to 32.308ft , Use 2 studs Zone 6 from 32.308 ft to 38.667 ft , Use 2 studs V'h: min Vh: Used 27.10 k 57.50 k I Deflections - Li4Nt1£{Wt/@t4ffibifN®!it§!M4MU&NM warntcMt@tw;QtUbiJ.tt!Ni-@4&'3Rii1ilAf ½Wt#KtJ&lRtW@#MMfi\: ii¾ $h#7AUJ fl& ES 55::#/IA :@tii*:1:z:@ 4 ¼ M!MJlW bffiWW--4· 3tM2ttt¾A¾ii4M 4441 iM! I : Transformed 1,972.86 in4 I : Effective 1, 704.26in4 Shored Unshored Before 75 % Curing 0.333in (after shares removed) 0.576in Construction Loads Only 0.000in 0.000in After 75% Curing 0.631 in 0.631 in Total Uncwed Deflection 0.333in : L/1395.0 0.576in : L/ 805.4 Composite Deflection 0.963in : L/ 481.6 1.207in : L/ 384.5 J Reactions f-'ffiiir.lio/L;~;rn~;;,11n:r:;:·IIISM1lffle;;.siAA~f~;-4' it%' 145\//Wi/k t&Wl.\i4U¼ii1il/&:.:e;m ~%,~~~~U q;; Dead + Constuction 6.32 k 6.67 k Composite 11.94k 12.66 k Max DL + LL 1a:26 k 19.33 k J Analysis Values Gi&¼& \::&6¥ Ait ¥Hi"-¼ liifnfMS?!tUik1 Irr #iiN\lif1ffN:MiPh#ri##t.:ZAAH8Mii#P1W \foliii!Qlk&Jet&lfil¼ i,'tii§½•t £.it. 7i; ¥+ ••;w --ff ,¢,%A ( t;M+ s Maximum Moments Dead Load Alone Dead +Const Live Load Only Dead+ Live Support Shears Shear@Left Shear@ Right 58.75 k-ft 58.75 k-ft 111.37 k-ft 170.13 k-ft 18.26 k 19.33 k Fb :Allow 33.00 psi n: Strength 9.29 n : Deflection 9.19 J Section Properties iltR#W {!Sit ?·df§i-\ot?f:t±-tti/¥¥it¥,WBMW;;wm&8½-/*SH/ iti&i1dti,8% 6 tt fik? @• ;df#-04% -~Q;;., 1F4,:z; ,ttt Section Name W21X50 Depth 20.830 in Width 6.530 in Flange Thick 0.535 in Web Thick 0.380 in Area 14.700 in2 Weight 49.931 #/ft I-steel 984.00 in4 S steel: top S steel : bottom 94.48 in3 94.48 in3 lxx : Steel Section I transformed Strans: top Strans: bot Strans : eff @ bot n*Strans : Ef @ top X-X Axis from Bot Vh@100% 984.00in4 1,966.29 in4 209.99in3 127.14in3 118.27in3 1,659.1 in3 15.47in 108.38k Effective Flange Width .•• Based on Beam Span Based on Beam Spacing Effective Width 4.833ft 2.833ft 2.833ft · 'M~Neff Engineering t & Consulting 1991 Village Park Way Suite 115 Encinitas, CA 92024 Title : Sierra Wireless Job # 0844 Dsgnr: JE Date: 4:41PM, 5 NOV 08 Description : Tenant Improvements Scope: Rev: 580000 User: KW-0606712, Ver 5.8.0, 1-Dec-2003 (c)1983-2003 ENERCALC Engineering Software Composite Steel Beam Page 3 CALCS.ECW:Floor Framing Description G-2 o.~.~~ l l l mm l n 0.318k/lt 103.771---1---1--o.4Wm mm nm o.1sk/n :::1----1-- 0.~+~ l l l l l l l l i 0.318k/lt t84k -Uveloads- o.#fl mm mm o.ek/11 -COns!IUctlon Loads- Concrete Slab RI= 16.259k Area Between Ribs 04~,~-~ i-m-u-u-u-m 0.283k/ft o.#...,..l...,..H...,..U...,..U~H~H a.skin . M : Dead Load = 5S.75k·ft M: DL+LL= 17D.13k·ft Max. Shored Deflection = D.9fl341n eflecllon = 1.20671n Rr= 19.32Bk 7.M 3.llll g D,0 !! -3.Q!I fj, -7.Q!Jt----1---+--!-----+----l----l----l- ·11.SOt---+---+--I----1----+--+---+-•1'1.llt---l---+--1----1---+---!---!---+_..:.::; -1G.78•J----:t-::::---±=-----:+=--±-:,,---:f-::::----:±-::--+--!----::l----=="'l Beam hear ·113 -" 11-'2 ·- .a.11 .2:1 .. .. .!14 g-a ·"° j~ .fi1 ,eg ... .. JII 1.ll3 ' ' Deflection ..... "-..... ------- .aa "3 1 .42 ,I I i, I I ...... --~ -~ . 11.31 1 :za 23.10 2 .IIQ 3 .88 3 .77 3 .ll Lccalfan lltl :·McNeff Engineering , & Con.suiting 1991 Village Park Way Suite 115 Encinitas, CA 92024 Title : Sierra Wireless Job # 0844 Dsgnr: JE Date: 4:43PM, 5 NOV 08 Description : Tenant Improvements Scope: Rev: 580000 User: KW-0606712, Ver 5.8.0, 1-Dec-2003 ( c)1983-2003 ENERCALC Engineering Software Composite Steel Beam Page 1 CALCS.ECW:Floor Framing Description G-3 Design Input Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Section Name Beam Span Beam Spacing Slab Thickness Deck Rib Height Rib Spacing Rib Width Rib Orientation Beam Location W21X50 24.167 ft 13.250 ft 4.000 in 1.500 in 6.000 in 2.500 in Parallel Slab One Side Dead Loads ( applied before 75% curing) Full Span Uniform Loads ... ·. # 1 k/ft # 2 k/ft # 3 k/ft I Live Loads ( applied after 75% curing) '®': i!J%--'+ 2¥1274\ 6Wi%Mi+M?kGWihri¥§3tt#l¥£&AAHlai$kliiW::WAi#$U;awu Eh Full Span Uniform Loads ... # 1 k/ft # 2 k/ft #3 k/ft I Summary I Fy fc Concrete Density Stud Diameter Stud Height Beam Weight not added 50.00 ksi 3,000.00 psi 145.00 pcf 0.750 in 3.500 in Using Partial Composite Action Elastic Modulus 29,000.00 ksi Point Loads ... # 1 7.080 k #2 2.230 k #3 6.320 k Point Loads ... # 1 13.670 k #2 4.190 k #3 11.940 k 6.000ft 12.000ft 18.333ft :sz:•: --; 49a' S : : e:;; tffiM 6.000 ft 12.000 ft 18.333 ft OK Shored & Unshored Using: W21X50, Span= 24.17ft, Slab Thickness= 4.000in, Deck Rib Ht= 1.50in, Rib Spac= 6.00in, Rib Width= 2.50in w/ Slab C Stress Checks for Shored & Unshored Cases ... @ Bottom of Beam Actual= 16,267.5 psi Unshored DL Stress Actual= 6,744.1 psi Actual Shear Stress Actual= 2,935.9 psi Unshored Stress Check .... (Mdl/Ss + MII/Strans) Actual= 17,408.8 psi Mil / Strans(top) Actual= 540.6 psi Allowable= Allowable= Allowable= 33,333.0 psi 33,333.0 psi 20,000.0 psi Allowable = 45,000.0 psi Allowable = 1,350.0 psi Alternate Unshored Stress Check : (Mdl + Mil)/ Ss 19,581.4 38,000.0 psi Shored Concrete Stress Check .... (Mdl +Mil)/ (Strans:top * n) 824.7 1,350.0 psi OK OK OK OK OK I Shear Studs & Shear Transfer · II FW&i4?1!%/i6¥s6W!.ffetAM1Pi,& WifNSRJWBiiiMMl MY#/flfif:AS:f\W4d£Sii& tit tMSWGNH ,@ Wt¼ \OM tiift:V:b¾'i!J:1-,tftt a!iZ? Ffit!V:11i&t? t ·4¥@1A6j &U 61 ttii%$ti?r¥4 ;4¢ §if& ii -16!%:/id Actual # Studs O per 1/2 beam span Stud Capacity Total req'd 1/2 Span 4stilds Vh@100% Zone 1 from 0.000 ft to Zone2from 4.028 ft to Zone 3 from 8.056 ft to Zone4from 12.083 ft to Zone 5from 16.111 ft to Zone 6 from 20.139 ft to 11.50 k 144.44k 4.028ft , Use 8.056ft , Use 12.083ft , Use 16.111 ft , Use 20.139ft , Use 24.167ft , Use studs 2 studs 1 studs 1 studs 1 studs 2 studs V'h: min Vh: Used 36.11 k 46.00 k t ~ M·cNeff Engineering r & Co~sulting Title : Sierra Wireless Job # 0844 Dsgnr: JE Date: 4:43PM, 5 NOV 08 :1991 vmage Park Way Suite 115 Encinitas, CA 92024 Rev: 580000 User: KW-0606712, Ver 5.8.0, 1-Dec-2003 (c)1983-2003 ENERCALC Engineering Software Description -G-3 Description : Tenant Improvements Scope: Composite Steel Beam Page 2 CALCS.ECW:Floor Framing . ,, I Deflections · · I •Rilii/1.i&,; '!%£\I iiiMilill/MilHMtdfflit&Wl\lWiltM:;tJ!lltW&ll©i!li lN\t:4\lil ;;tlk,i;t;;¥ 1: t/i/Wtl /\%ilW • Rll#lli'MtAH®ll #l*®IMl$h1J/Z{Plll¾iZ1il\4/:ti®\Ji -SIM/El ®tiktiiit 1/l4/Mll\3E@N /$Ii I ii.-/ & >f2i ~ I: Transformed 2,090.03 in4 I: Effective 1,608.18in4 Shored Unshored Before 75 % Curing 0.123in (after shores removed) 0.201 in Construction Loads Only 0.000in 0.000in After 75% Curing 0.234in 0.234in Total Uncured Deflection 0.123in : L/2358.1 0.201 in L/ 1442.8 Composite Deflection 0.357in : L/ 811.5 0.435in L/ 666.2 I Reactions J illit•W:&li, , JPili'•tiiffl'tZi&/ttWltf#\111$114•Mf'll@lltW!\lt!it/$8MiM IIAPrtHA@llliiliill 4\\/%@111/fa-iil@i/ :m;am ¼171Ji II' ;;,,#@i 4At·@VW71Mi: HW@J ,mil,>®',¾ @ i 'l&½t:. \ilf\& ,,~ Load Combinations ... Dead + Constuction Composite MaxDL+LL @Left 7.97k 15.27k 23.24k @Right 7.66 k 14.53 k 22.19 k I Analysis Values tm?f+t?•GWWt¼!fM• & &li-UtlkmtWW ¥#f&iiit#Mf#iiii&&WAAMMS4ii4P¥W9Wfid4¥12 ffekt#it\iii\#JWi#1W: 6 Sf.if kW%-$ A!* Maximum Moments Dead Load Alone Dead+ Const Live Load Only Dead+ Live Support Shears Shear@Left Shear @ Right I Section Properties ftt&#t#itk 1EM5#i-MtiNWitW4kM* M Section Name Depth Width Flange Thie~ Web Thick Area Weight I-steel S steel: top S steel : bottom 53.10 k-ft 53.10 k-ft 101.07 k-ft 154.17 k-ft 23.24 k 22.19 k ¥MPSN# W21X50 20.830 in 6.530 in 0.535 in 0.380 in 14.700 in2 49.931 #/ft 984.00 in4 94.48 in3 94.48 in3 Fb:Allow n: Strength n : Deflection 33.00 psi 9.29 9.19 Effective Flange Width ... Based on Beam Span Based on Beam Spacing Effective Width AWi¥iSte+Ui¥ilW-1%?¥n ¥t:5Yf5ftW +=10iPW #1;.@;t Wita'rtti; It@.¥ boc : Steel Section I transformed Strans: top Strans: bot Strans : eff @ bot n*Strans : Ef @ top X-X Axis from Bot Vh@100% 984.00in4 2,083.47 in4 241.51 in3 128.58in3 113.73in3 1,648.4in3 16.20in 144.44k 3.021 ft 6.625ft 3.021 ft e@»s . ~' McNeff Engineering 1 & COl'}SUlting ;1991 Vi!iage Park Way Suite 115 Encinitas, CA 92024 Title : Sierra Wireless Dsgnr: JE Date: Description : Tenant Improvements Scope: Job#0B44 4:43PM, 5 NOV 08 Rev: 580000 User. KW-0606712, Ver 5.B.0, 1-Dec-2003 (c)1983-2003 ENERCALC Engineering Software Composite Steel Beam Page 3 CALCS.ECW:Floor Framing Description G-3 -Dead Loads-.,L .L .L 102.11 -LJveLcacfs.. "3.67k 'f.19k Ti.94k :::~===·:;:-:::::~;- -Construction Loads- r-csh, RI =23.239k M: Daad Load= 53.10k-ft M: DL+LL• 154.17k-ft Max. Shored Daflectlon = 0.3574In' Max. Unshared Deflection= 0.4353In Rr= 22.181k I 1D.471----l--- g :~1 ~ •5.BB 6j -11.711---+--+---t--+--l---+--4-- ·11Erl---+--+---t--+--l---+--+-- -23.431f---+=:--+---l---+---l---+--+--Beam hear zr ·70 7•14 51 .oo ·" 1 m Location rm ~- .D4 .. .. .. .Da • 13 D.17 .21 .25 ... .34 .38 .... ' ... le~ Ion -"'- .27 ... ..... ~ .... -~- .70 .14 J/!i7 1 .00 1,.u ~ .87 Lcco!lan (Ill ~ .,. I.I' J ,I' .... 1 .30 •• 73 2,.1 . ·t• McNeff Engineering , & Co~sulting :I 991 ViHage Park Way Suite 115 Encinitas, CA 92024 Title : Sierra Wireless Job # 0844 Dsgnr: JE Date: 4:45PM, 5 NOV 08 Description : Tenant Improvements Scope: Rev: 580000 User: KW-0606712, Ver 5.8.0, 1-Dec-2003 (c)1983-20D3 ENERCALC Engineering Software Composite Steel Beam Page 1 CALCS.ECW:Floor Frarni Description G-4 Design Input Section Name Beam Span Beam Spacing Slab Thickness Deck Rib Height Rib Spacing Rib Width Rib Orientation Beam Location W21X50 39.333 ft 6.000 ft 4.000 in 1.500 in 6.000 in 2.500 in Perpendicular · Slab Both Sides Dead Loads ( applied before 75% curing) Full Span Uniform Loads ... # 1 0.318 k/ft .Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Fy 50.00 ksi f'c Concrete Density Stud Diameter Stud Height Beam Weight not added 3,000.00 psi 145.00 pcf 0.750 in 3.500 in Using Partial Composite Action Elastic Modulus 29,000.00 ksi Point Loads ... #1 7.970 k 1.000ft I Live Loads ( applied after 75% curing) mew ¥1& HtiMFMM& J Full Span Uniform Loads ... Point Loads ... # 1 0.600 k/ft #1 15.270 k 1.000 ft I Summary I OK Shored & Unshared Using: W21X50, Span = 39.33ft, Slab Thickness = 4.000in, Deck Rib Ht= 1.50in, Rib Spac= 6.00in, Rib Width= 2.50in w/ Slab E Stress Checks for Shored & Unshored Cases ... @ Bottom of Beam Actual = 19,671.8 psi Unshored DL Stress Actual Shear Stress Unshored Stress Check .... Actual= Actual= 8,324.9 psi 5,142.3 psi (Mdl/Ss + MII/Strans) Actual = 21, 186.6 psi MIi / Strans(top) Actual= 453.6 psi Alternate Unshored Stress Check : (Mdl + MIi) / Ss Shored Concrete Stress Check .... (Mdl + MIi) / (Strans:top * n) I Shear Studs & Shear Transfer Actual # Studs 0 per 1/2 beam span Stud Capacity 11.50 k Total req'd 1/2 Span 5studs Vh@100% 229.50k Zone 1 from 0.000 ft to 6.381 ft , Use Zone2from 6.381 ft to 12.761 ft , Use Zone3from 12.761 ft to 19.142ft , Use Zone4from 19.142 ft to 25.872ft , Use Zone5from 25.872 ft to 32.603ft , Use Zone6from 32.603 ft to 39.333ft , Use Allowable= 33,333.0 psi Allowable= 33,333.0 psi Allowable= 20,000.0 psi Allowable= 45,000.0 psi Allowable= 1,350.0 psi 24,047.4 38,000.0 psi 693.8 1,350.0 psi V'h: min Vh: Used 2 studs 2 studs 1 studs 1 studs 2 studs 2 studs OK OK OK OK OK 57.38 k 57.50 k • ~ ~ ' McNeff Engineering Title : Sierra Wireless Job# 0844 , & CO!,,lSUlting Dsgnr: JE Date: 4:45PM, 5 NOV 08 ,1991 vmage Park Way Suite 115 Encinitas, CA 92024 Rev: 580000 User: KW-0606712, Ver 5.6.0, 1-Dec-2003 (c)1983-2003 ENERCALC Engineering Software Description G-4 Description : Tenant Improvements Scope: Composite Steel Beam Page 2 CALCS.ECW:Floor Framing I Deflections • nwsa;;,@f.m.s:P:mB-63¥Jt:¥tt}W:¾#id!H!t'fiMWl,:t.;tnm-,ri5%.:ii1mtt1t%-M&;wmwmswttitt!t mmi& ,1mHs 1wtl¥-½W»e:m1wwR® « :w.ma®t:.Wifil%W1,t# t4@&tt&1Mxn-:vwz: tJ4¾¥kN t-• ar:a;r;:;1«1ul I: Transformed 2,449.70 in4 I: Effective 1,717.65in4 Shored Unshared Before 75 % Curing 0.370in (after shores removed) 0.647in Construction Loads Only O.O00in 0.000in After 75% Curing 0.700in 0.700in Total Uncured Deflection 0.370in : L/1274.1 0.647in L/ 729.9 Composite Deflection 1.070in : L/ 440.9 1.346in L/ 350.6 I Reactions I &:A ii it :z,;,&,ifuREEJt:Wlltill:%iil,jfu\4#1M#o/!V•Mtilti•'.fr&t&AA#lM&U 1i !¥3WtfW: z:gg ,{,'¥f,-\Hi!Pt k hit% Vi , rW ;, :X··M,:tMtl&3WIZtW::·\iiUl4;·, 'ViMG ii"'. /.it il:W\-'1\lJll Load Combinations ... Dead + Constuction Composite MaxDL+ LL @Left 14.02k 26.68k 40.70k @Right 6.46k 12.19k 18.64 k I Analysis Values UB&inta%t#¥NW #34#-# @:Wli¾WitM&BiM&W i & ¥d #M i"'f&iii# M&i SM¥@ M JkW *\#iii!t9!NiS\W d ti*@ %t00:4ittd0£ g.p &tti-dt4W\ra4:t ti-1&$: tM%i5 %'xi %t1/MiM@Wlit£ Maximum Moments Dead Load Alone Dead+Const Live Load Only Dead+ Live Support Shears Shear@Left Shear @ Right I Section Properties m•sa 4@J@i4ti$;t!LtW&Jt m@w a+ Section Name Depth Width Flange Thick Web Thick Area Weight I-steel S steel: top S steel : bottom 65.54 k-ft 65.54 k-ft 123.79 k-ft 189.33 k-ft 40.70 k 18.64 k Fb :Allow n: Strength n : Deflection Effective Flange Width ... 33.00 psi Based on Beam Span 9.29 Based on Beam Spacing 9.19 Effective Width M+iMW/1 ff Wit§ MfiiM4if F MM'.fr¥¥¼91:4f&·tiiW C#5M-W-id4i3i•·l½t :Z tt" iJ r:4 i1 WZ/U t+: rt t; &f§, 1%$/\;;;?¾1*1% ·* W21X50 20.830 in 6.530 in 0.535 in 0.380 in 14.700 in2 49.931 #/ft 984.00 in4 94.48 'in3 94.48 in3 lxx : Steel Section I transformed Strans: top Strans: bot Strans : eff @ bot n*Strans : Ef @ top X-X Axis from Bot Vh@100% 984.00in4 2,442.85 in4 352.56in3 136.46in3 115.49in3 2,077.5in3 17.90in 229.50k 9.833ft 6.000ft 6.000ft ~ ~.,. McNeff Engineering , & Cor,_isulting ,1991 vmage Park Way Suite 115 Encinitas, CA 92024 Title : Sierra Wireless Job # 0844 Dsgnr: JE Date: 4:45PM, 5 NOV 08 Description : Tenant Improvements Scope: Rev: 580000 User: KW-0606712, Ver 5.8.0, 1-Dec-2003 (c)1983-2003 ENERCALC Engineering Software Composite Steel Beam Page 3 CALCS.ECW:Floor Framing Description G-4 J Sketch & Diagram KNnm:is'-ii,p:;;;!l\;;J#l!i\1'*¥MlAiNili'd#ii&\iilli.Jll\!9t IM•tti\l;;,;;;n;m; ll bsi %ii,. iPP '%11 -Deed Loads-• 0-~M l l l l I l I Ill I I I I 111 I I l 1111 l I I I I 111111 I l I l Ill o.318k/fl . -Uve Loads-'t.271< o.el4rnjTTHTT"mr-nnCT"Tn"T"TnTT"mrr-urnu-rTnTT"n,..,..m,..,.,u.,..,.n.,.,..m,..,..u~n.,..,.n.,.,..n~m o.ek/fl -COnstructlon Loads- RI= 40.703k coname Sleb Area Betwean Ribs M : Dead Load = 85.54k-fl M: DL +LL= 189.33k-fl Mex. Shored Deflection= 1.07041n Mex. Unshared Deflection= 1.34641n Rr= 18.645k - -D.12 .24 .30 .48 .6ll .71 .B3 .o5 Def 1~~ le ' ..... ~ tlon I ~ ,, r ,, -"' ,, ... ... ------.. - .,o .llO 1.al! ... , -, .53 23.40 27-"' au1 3:., 3 .:, Locsllcm tit\ " 4'" McNeff Engineering , & Cor,isulting ,1991 Viliage Park Way Suite 115 Encinitas, CA 92024 Rev: 580005 User. KW-0606712, Ver 5.8.0, 1-Dec-2003 (c)1983-2003 ENERCALC Engineering Software Description. Stair Stringer General Information Steel Section : MC12X10.6 Center Span Left Cant. Right Cant Lu : Unbraced Length Distributed Loads DL LL ST Start Location End Location I Summary #1 0.135 0.450 .. 11.33 ft 0.00 ft 0.00 ft 0.00 ft #2 Factored Load Combinations •••• (1) 1.4D Mu 3.034 k-ft Phi*Mn 43.500 (2) 1.2D + 1.6L ••• Mu 14.160 Phi *Mn 43.500. (5) 1.2D + 0.5L ~ 1.0E ••• Mu 6.213 Phi*Mn 43.500 I Force & Stress Summary DL Maximum ...QD.!L Max. M+ 9.39 k-ft 2.17 Max. M- Max. M@Left Max. M @ Right Shear@Left 3.31 k 0.76 Shear @ Right 3.31 k 0.76 Center Def!. -0.135 in -0.031 Left Cant Defl O.000in 0.000 Right Cant Defl 0.000 in 0.000 ... Query Def!@ 0.000 ft 0.000 Reaction @ Left 3.31 0.76 Reaction @ Rt 3.31 0.76 Title : Sierra Wireless Job # 0844 Dsgnr: JE Date: 4:52PM, 5 NOV 08 Description : Tenant Improvements Scope: Steel Beam Design Page 1 CALCS.ECW:Floor Frami Pinned-Pinned LL & ST Act Together #3 #4 Vu Phi*Vn Vu Phi *Vn Vu Phi*Vn Code Ref: LRFD 3rd Edition, 2003 IBC, 2003 NFPA 5000 Fy Load Duration Factor Elastic Modulus 50.00ksi 1.00 29,000.0 ksi ,tel Short Term Loads Are SEISMIC Loads. #5 #6 #7 1.071 k 67.520 4.998 67.520 2.193 67.520 k/ft k/ft k/ft ft ft Beam OK «-These columns are Dead + Live Load placed as noted -» LL LL+ST LL LL+ST @Center @Center @Cants @Cants 9.39 k-ft k-ft k-ft k-ft 3.31 k 3.31 k -0.135 -0.135 0.000 0.000 in 0.000 0.000 0.000 0.000 in 0.000 0.000 0.000 0.000 in 0.000 0.000 0.000 0.000 in 3.31 3.31 k 3.31 3.31 k I -r' 1'' McNeff Engineering , & Consulting ~ 991 Vill'age Park Way Suite 115 Encinitas, CA 92024 Rev: 580005 User: KW.-0606712, Ver 5.8.0, 1-Dec-2003 (c)1983-2003 ENERCALC Engineering Software Description Stair Stringer I Section Properties MC12X10.6 E ft Depth 12.000 in Web Thick 0.190 in Width 1.500 in Flange Thick 0.309 in Area 3.10 in2 Xcg Dist. 0.269 in Values for LRFD Design .... J 0.060 in4 Cw 11.70 in6 / Sketch& Diagram WM A A Title : Sierra Wireless Job # 0844 Dsgnr: JE Date: 4:52PM, 5 NOV 08 Description : Tenant Improvements Scope: Steel Beam Design Page 2 CALCS.ECW:Floor Framing Weight lxx lyy Sxx Syy R-xx R-yy zx Zy K Ai tM5¥fW5¥Wiiid&& 10.53 #/ft 55.300 in4 0.378 in4 9.200 in3 0.307 in3 4.220 in 0.349 in 11.600 in3 0.635 in3 0.750 in 0-sliN~Hllllllmmmmnmnmm111mni D.SBSk/ft n.21 a~1---i---1---,1.- 4m1---+--+-- 4.361---+--+- ~ 3.131----1---;'l; 3.111---+- ~ 2,4Q 1: 1.SB fl 1.24 §J D.12 Uld 1 Bending Mome~~s Lccollon (ttl I_ l---=11.333=---ft ~l t:-=-,----=--_ -_ -r+--_ -_ -_ -r+ -_ -_ -_ -..r--_ -_ --'T"l--_-_ -_ "T+ -_ -_ -_ -,-l--_ -_ -~...rf----~-'T"l--_ -_ --,--l Rmax=3.315k Vmax@ left= 3.315k Mmax = 9.4k·ft Dmax=-0.135ln 1.48 1.Ul D.73 -D.37 Rmax C 3,315k '5 Q,0 Vmax@rt=3.3 ~ -D.&11---+---+----1---l---1-----'t,,,... tli ·1.Dll l---+---1----!---l-----l----+----'1'-'= ·1.all---+---l----!---l-----l----+----;1----1------" UJ -0.D 11'1111,,,. ' -0.02 ""II -D.D3 .23 37 .51 ·"' Lccotlon (111 ,I .I - g-0Jl4 1, .,, ~ ;; 7 :I .a.DD -0.llll Defle J Ion ._ _og .._ ------ .23 37 -.. -- .51 .e, I .78 _g:i '.De 1 .20 1 L0ca11on rm ... .,. ·"' ·~"' McNeff Engineering , & Consulting 1991 Village Park Way Suite 115 Encinitas, CA 92024 Rev: 580005 User: KW-0606712, Ver 5.8.0, 1-Dec-2003 (c)1983-2003 ENERCALC Engineering Software Description Stair Landing Beam General Information Steel Section: W8X13 Center Span Left Cant. Right Cant Lu : Unbraced Length Distributed Loads DL LL ST Start Location End Location Point Loads Dead Load Live Load Short Term Location I Summary #1 0.068 0.225 #1 0.765 2.550 0.250 II .. 9.00 ft 0.00 ft 0.00 ft 0.00 ft #2 #2 0.765 2.550 4.375 Factored Load Combinations •••• (1) 1.4D Mu 5.873 k-ft Phi*Mn 42.750 (2) 1.2D + 1.6L ••• Mu 27.382 Phi*Mn 42.750 (5) 1.20 + 0.5L + 1.0E ••• Mu' 12.018 Phi*Mn 42.750 I Force & Stress Summary DL Maximum ...Qn!L Max. M+ 18.16 k-ft 4.20 Max. M- Max. M@Left Max. M @ Right Shear@Left 7.92k 1.83 Shear @ Right 7.98k 1.84 Center Deft. -0.201 in -0.047 Left Cant Deft O.OOOin 0.000 Right Cant Deft 0.000 in 0.000 ... Query Deft@ 0.000 ft 0.000 Reaction @ Left 7.92 1.83 Reaction @ Rt 7.98 1.84 Title ; Sierra Wireless Job # 0844 Dsgnr: JE Date: 4:53PM, 5 NOV 08 Description : Tenant Improvements Scope: Steel Beam Design Page 1 CALCS.ECW:Floor Framing Code Ref: LRFD 3rd Edition, 2003 IBC, 2003 NFPA 5000 Pinned-Pinned LL & ST Act Together #3 #3 0.765 2.550 4.708 Vu Phi*Vn Vu Phi*Vn Vu Phi *Vn #4 #4 0.765 2.550 8.750 #5 #5 2.580 k 49.618 12.029 49.618 5.280 49.618 Fy Load Duration Factor Elastic Modulus 50.00ksi 1.00 29,000.0ksi ,tel Short Term Loads Are SEISMIC Loads. #6 #7 k/ft k/ft k/ft ft ft ,tel Short Term Loads Are SEISMIC Loads. #6 #7 k k k ft Beam OK «-These columns are Dead + Live Load placed as noted -» LL LL+ST LL LL+ST (@. Center @Center @Cants @Cants 18.16 k-ft k-ft k-ft k-ft 7.92 k 7.98 k -0.201 -0.201 0.000 0.000 in 0.000 0.000 0.000 0.000 in 0.000 0.000 0.000 0.000 in 0.000 0.000 0.000 0.000 in 7.92 7.92 k 7.98 7.98 k I "I" • ,iif' McNeff Engineering ., , & Co11sulting 1991 Village Park Way Suite 115 Encinitas, CA 92024 Title : Sierra Wireless Job# 0844 Dsgnr: JE Date: 4:53PM, 5 NOV 08 Description : Tenant Improvements Scope: Rev: 580005 User: KW-0606712, Ver 5.8.0, 1-Dec-2003 (c)1983-2003 ENERCALC Engineering Software Steel Beam Design Page 2 CALCS.ECW:Floor Framing Description Stair Landing Beam I Section Properties tiWI rn Depth Web Thick Width Flange Thick Area Rt Values for LRFD Design .... J Cw I Sketch & Diagram ¥¥f W8X13 7.990 in 0.230 in 4.000 in 0.255 in 3.84 in2 1.010 in 0.090 in4 40.80 in6 Weight lxx lyy Sxx Syy R-xx R-yy zx Zy K t.315k t.3t!ll;15k l.315k o.2~¥N H nm l ll l ll l ll ll mm 1mm ll Ull m H o.2aak/fl 1~---=.::.....9!1 _ __.l Mmax = 18.2k-11 Dmax=-IJ.2011n 1¥44 13.04 #/ft. 39.600 in4 2.730 in4 9.910 in3 1.370 in3 3.210 in 0.843 in 11.400 in3 2.150 in3 0.555 in @t 12.Dl mm1---+---+---.,__-~ D.lll i----!----4----+-- 8.411-----!----4----! -7.211---!---+--1 O.Dl <-----~---'- ~ 4.81 i---+-- '!i 3.G1 t 2.40 :!I 1.20 Q.11) Bendl~g Mom&Rls W ffliliWM¥'1¥W ) !~~ ;;:::::i::::::i:::::::i::::~r====:i::===::i:===:::i====i====:i::==::::i 3.14 2.111 1.D5 Rmax = 7.918k Vmax ® left= 7.91 &k Rmax = 7.979k 8 O.O Vmax@ rt=7.9' ! :~1----!----4----l---l-----l-- -3.fll t---;----+---+---t---+--+---l--r-"'~ 4~~-+---l---l---1---+---+--l'----l---1--1.1 •U7t---t----+---+---t---+--+---l'---+--+---'"'I Beam hear .87 •77 2-"7 .sa .(8 Lccs!on rftl 1'-I~ -0.D •O.D3 -O.D4 ..... :s -0.DD (~; I -0.12 -0.1,1 Daflec 'II ion .._ -. 11111,,.. ~ ~ I .B1 .77 2.1!7 _I .I .,,, --.- ~ .----~ • .sa AB . .311 1.211 :IQ .10 Lccottm fftl .D TITLE 24 REPORT Title 24 Report for: Sierra Wireless -Server Rms 2200 Faraday Ave. Carlsbad, CA 92008 Project Designer: Donald Pitman Design, inc. 3900 Fifth Ave. Suite 290 San Diego, CA 92103 (619) 299-0011 Report Prepared By: Tom Harinton HARINTON MECHANICAL DESIGN INC 225 Franklin ST. Suite A Grand Haven, Ml 49417 (858) 435-4803 Job Number: Date: 9/18/2008 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 2005 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC -www.energysoft.com. EnergyPro 4.4 by EnergySoft Job Number: User Number: 4945 ' ' TABLE OF CONTENTS Cover Page 1 Table of Contents 2 Form MECH-1-C Certificate of Compliance 3 Form MECH-MM Mechanical Mandatory Measures 5 HVAC System Heating and Cooling Loads Summary 7 EnergyPro 4.4 by EnergySoft Job Number: User Number: 4945 jCERTIFICATE OF COMPLIANCE (Part 1 of 2) MECH-1-C I PROJECT NAME DATE Sierra Wireless -Server Rms 9/18/2008 PROJECT ADDRESS 2200 Faraday Ave. Carlsbad PRINCIPAL DESIGNER -MECHANICAL TELEPHONE Building Permit# Victor Newman (619) 865-8235 DOCUMENTATION AUTHOR TELEPHONE Checked by/Date HARINTON MECHANICAL DESIGN INC (858) 435-4803 Enforcement Agency .. ~ GENERAL INFORMATION DATE OF PLANS I BUILDING CONDITIONED FLOOR AREA I CLIMATE ZONE 745sq.Ft. 7 BUILDING TYPE [X] NONRESIDENTIAL D HIGH RISE RESIDENTIAL D HOTEUMOTEL GUEST ROOM PHASE OF CONSTRUCTION [X] NEW CONSTRUCTION D ADDITION D ALTERATION D UNCONDITIONED (File Affidavit) METHOD OF MECHANICAL [X] PRESCRIPTIVE D PERFORMANCE COMPLIANCE PROOF OF ENVELOPE COMPLIANCE D PREVIOUS ENVELOPE PERMIT D ENVELOPE COMPLIANCE ATTACHED STATEMENT OF COMPLIANCE This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations. This certificate applies only to building mechanical requirements. The documentation preparer hereby certifies that the documentation is accurate and complete. DOCUMENTATION AUTHOR I SIGNATURE ~/JI~ IDATE Tom Harinton 9-18-08 The Principal Mechanical Designer hereby certifies that the proposed building design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application. The proposed building has been designed to meet the mechanical requirements contained in the applicable parts of Sections 100, 101, 102, 110 through 115, 120 through 125, 142, 144, and 145. Ix] The plans & specifications meet the requirements of Part 1 (Sections 10-103a). [x] The installation certificates meet the requirements of Part 1 (10-103a 3). [x] The operation & maintenance information meets the requirements of Part 1 (10-103c). Please check one: (These sectionsof the Business and Professions Code are printed in full in the Nonresidential Manual.) D I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am licensed in the State of California as a civil engineer, or mechanical engineer or I am a licensed architect. [xi I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section 5537.2 or 6737.3 to sign this document as the person responsible for its preparation; and that I am a licensed contractor performing this work. D I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code to sign this document because it pertains to a structure or type of work described pursuant to Business and Professions Code sections 5537, 5538, and 6737.1. PRINCIPAL MECHANICAL DESIGNER -NAME I SIGNATURE D.. W IDATE ILIC.# ~, merior Air 9-18-08 669421 INSTRUCTIONS TO APPLICANT IBI MECH-1-C: Certificate of Compliance. Part 1, 2, 3 of 3 are required on plans for all submittals. DMECH-2-C: Air/Water/Service/Water Pools Requirements. Part 1 of 3, 2 of 3, 3 of 3 are required for all submittals, but may be on plans. 0 MECH-3-C: Mechanical Ventilation and Reheat is required for all submittals with mechanical ventilation, but may be on plans. D MECH-4-C: HVAC Misc. Prescriptive Requirements is required for all prescriptive submittals, but may be on plans. D MECH-5-C: Mechanical Equipment Details are required for all performance submittals. EnergyPro 4.4 by EnergySoft User Number: 4945 Job Number: Page:3 of7 !CERTIFICATE OF COMPLIANCE (Part 2 of 2) MECH-1-C I PROJECT NAME DATE Sierra Wireless -Server Rms 9/18/2008 Designer: This form is to be used by the designer and attached to the plans. Listed below are all the acceptance tests for mechanical systems. The designer is required to check the boxes by all acceptance tests that apply and list all equipment that requires an acceptance test. If all equipment of a certain type requires a test, list the equipment description and the number of systems to be tested in parentheses. The NJ number designates the Section in the Appendix of the Nonresidential ACM Manual that describes the test. Also indicate the person responsible for performing the tests (i.e. the installing contractor, design professional or an agent selected by the owner). Since this form will·be part of the plans, completion of this section will allow the responsible party to budget for the scope of work appropriately. Building Departments: SYSTEM ACCEPTANCE. Before an occupancy permit is granted for a newly constructed building or space, or a new space-conditioning system serving a building or space is operated for normal use, all control devices serving the building or space shall be certified as meeting the Acceptance Requirements for Code Compliance. In addition a Certificate of Acceptance, MECH-1-A Form shall be submitted to the building department that certifies plans, specifications, installation certificates and operatino and maintenance information meet the reauirements of Section 10-103(b l and Title 24 Part 6. STATEMENT OF COMPLIANCE [ii MECH-2-A: Ventilation System Acceptance Document -Variable Air Volume Systems Outdoor Air Acceptance Installing -Constant Air Volume Systems Outdoor Air Acceptance Equipment requiring acceptance testing All ~/eatilatioa Systems Shall Be Certified Contractor . B¼Jn§talling Contractor Test required on all New systems both New Conslluction a ti etro t. Ix] MECH-3-A: Packaged HVAC Systems Accertance Document •. Equipmentrequiringacceptancetesting Al HVAC Systems Shall Be Cert1f1ed By Installing Installing Contractor Contractor Test required on all New systems both New ConstrucUon and Retrofit. D MECH-4-A: Air-Side Economizer Acceptance Document Equipment requiring acceptance testing Test required on all New systems both New Construclion and Retrofit. Units with economizers that are installed al the factory and certified with the commission do not require equipment testing but do require construction inspecUon. D MECH-5-A: Air Distribution Acceptance Document Equipment requiring acceptance testing This test required If the unit serves 5,000 ft2 of space or less and 25% or more of the ducts are in noncondifioned or semicondilioned space like an attic. New systems that meet the above requirements. Retrofit systems that meet the above requirements and either extend ducts, replace ducts or replace the packaged unit. D MECH-6-A: Demand Control Ventilation Acceptance Document Equipment requiring acceptance testing All new DCV controls installed on new or existing packaged systems must be tested. D MECH-7-A: Supply Fan Variable Flow Control Acceptance Document Equipment requiring acceptance testing All new VAV fan volume controls installed on new or exisUng systems must be tested D MECH-8-A: -Hydronic System Control Acceptance Document -Variable Flow Controls Applies to chilled and hot water systems. -Automatic Isolation Controls Applies to new boilers and chillers and the primary pumps are connected lo a common header. -Supply Water Temperature Reset Controls Applies to new constant flow chilled and hot water systems that have a design capacity greater than or equal lo 500,000 Btu/hr. -Water-loop Heat Pump Controls Applies to all new watetloop heal pump systems where the combined loop pumps are greater than 5 hp. -Variable Frequency Controls Applies to all new distribution pumps on new variable flow chilled, hydronic heat pump or condenser water systems where the pumps motors are greater than 5 hp. Eauipment requiring acceptance testing EnergyPro 4.4 by EnergySoft User-Number: 4945 Job Number: Page:4 of 7 ; IMECl-iANICAL MANDATORY MEASURES PROJECT NAME Sierra Wireless -Server Rms DESCRIPTION Equipment and Systems Efficiencies [R] §111 Any appliance for which there is a California standard established in the Appliance Efficiency Regulations will comply with the applicable standard. [K] §115(a) Fan type central furnaces shall not have a pilot light. [X] §123 Piping, except that conveying fluids at temperatures between 60 and 105 degrees Fahrenheit, or within HVAC equipment, shall be insulated in accordance with Standards Section 123. [X] §124 Air handling duct systems shall be installed and insulated in compliance with Sections 601, 602, 603, 604, and 605 of the 2001 CMC Standards. Controls §122(e) Each space conditioning system shall be installed with one of the following: [x] §122(e)1A Each space conditioning system serving building types such as offices and manufacturing facilities (and all others not explicitly exempt from the requirements of Section 112 (d)) shall be installed with an automatic time switch with an accessible manual override that allows operation of the system during off-hours for up to 4 hours. The time switch shall be capable of programming different schedules for weekdays and weekends and have program backup capabilities that prevent the loss of the device's program and time setting for at least 10 hours if power is interrupted; or D §122(e)1 B An occupancy sensor to control the operating period of the system; or D §t22(e)1 C A 4-hour timer that can be manually operated to control the operating period of the system. [x] §t22(e)2 Each space conditioning system shall be installed with controls that temporarily restart and temporarily operate the system as required to maintain a setback heating and/or a setup cooling thermostat setpoint. D §t22(g) Each space conditioning system serving multiple zones with a combined conditioned floor area more than 25,000 square feet shall be provided with isolation zones. Each zone: shall not exceed 25,000 square feet; shall be provided with isolation devices, such as valves or dampers, that allow the supply of heating or cooling to be setback or shut off independently of other isolation areas; and shall be controlled by a time control device as described above. [x] §122(a&b) Each space conditioning system shall be controlled by an individual thermostat that responds to temperature within the zone. Where used to control heating, the control shall be adjustable down to 55 degrees F or lower. For cooling, the control shall be adjustable up to 85 degrees For higher. Where used for both heating and cooling, the control shall be capable of providing a deadband of at least 5 degrees F within which the supply of heating and cooling is shut off or reduced to a minimum. [X] §t22(c) Thermostats shall have numeric setpoints in degrees Fahrenheit (F) and adjustable setpoint stops accessible only to authorized personnel. D §112(b) Heat pumps shall be installed with controls to prevent electric resistance supplementary heater operation when the heating load can be met by the heat pump alone. EnergyPro 4.4 by EnergySoft User Number. 4945 Job Number: Part 1 of 2 MECH-MMI DATE 9/18/2008 Desianer Enforcement Page:5 of 7 IHVAC' SYSTEM HEATING AND COOLING LOADS SUMMARY PROJECT NAME DATE Sierra Wireless -Server Rms 9/18/2008 SYSTEM NAME FLOOR AREA 1D 745 ENGINEERING CHECKS SYSTEM LOAD /Number of Systems I 2/ COIL COOLING PEAK COIL HTG. PEAK Heating System CFM Sensible Latent CFM Sensible Output per System 0 Total Room Loads 3,407 83,704 5591 0 0 Total Output (Btuh) 0 Return Vented Lighting 0 Output (Btuh/sqft) 0.0 Return Air Ducts 4,185 0 Cooling System Return Fan 0 0 Output per System 57,500 Ventilation 112 968 2,257 112 4,338 Total Output (Btuh) 115,000 Supply Fan 0 0 Total Output (Tons) 9.6 Supply Air Ducts 4,185 0 Total Output (Btuh/sqft) 154.4 TOTAL SYSTEM LOAD I 93,0421 2,8151 I 4,3381 Total Output (sqft/Ton) 77.7 Air System HVAC EQUIPMENT SELECTION CFM per System 2,000 § Airflow (cfm) 4,000 1 Carrier 38HDR-060/FC4D-060 107,602 0 Airflow (cfm/sqft) 5.37 Airflow (cfm/Ton) 417.4 Total Adjusted System Output / 107,6021 al I al Outside Air(%) 2.8 (Adjusted for Peak Design Conditions) Outside Air (cfm/sqft) 0.15 TIME OF SYSTEM PEAK I Jan 11 pml I Jan 12 aml Note: values above given at ARI conditions HEATING SYSTEM PSYCHROMETRICS (Airstream Temoeratures at Time of Heatina Peak} 34.0 °F 69.0°F 69.QOF I 110.0°F ~b Supply Air Ducts g -i, .. J .. .. , r , @ , Outside Air 112 cfm )~ 110.0 °F Supply Fan Heating Coil i:\ 4000 cfm I ROOMS I 70.0 °F 70.0°F ,# J ,# b Return Air Ducts 9 ~ I , r ... COOLING SYSTEM PSYCHROMETRICS (Airstream Temoeratures at Time of Coolina Peak} 83.0 / 67.8 OF 75.2 / 59.1 °F 75.2 / 58.9 OF 50.2 / 48.8 OF ~b Supply Air Ducts g -i, .. . i .. .. , r , @ ~ Outside Air 112 cfm )' Supply Fan Cooling Coil 51.2 / 49.2 °F '\ 4000 cfm 38.6% R.H. I ROOMS I 75.0 I 58.8 °F 7 4.0 / 58.4 OF ,, J ,, b Return Air Ducts s~ I , r , Energy Pro 4.4 by Energy Soft User Number: 4945 Job Number: Page:7 of 7 F-ML CableSize 600 AWG Length 260.0 ft QtyPerPhase 1 ,MOTOR LOADS InitSymRMS 3P 20473.53 A SystemNominalVoltage 480 V ML RatedkVA 720.0kVA F-LP! CableSize 3/0 AWG Length 20.0 ft Qty PerPhase 1 ~-----1-LPl InitSymRMS 3P 50895.09 A SystemNominalVoltage 480 V PNL-LPI F-LP2 CableSize 6 AWG Length 230.0 ft QtyPerPhase 1 LP2 0lnitSymRMS 3P 2286.28 A SystemNominalVoltage 480 V PNL-LP2 F-T-DP2A CableSize',500 AWG Length 10.0 ft QtyPerPhase 1 P-T-DP2A :I I 1111!(~'~"' InitSymRMS 3P 61373.82 A SystemNominalVoltage 480 V tsvJ..'J ISDGE SC Contribution 3P 65000.0 Amps MSA InitSymRMS 3P 69112.97 A SystemNomina!Voltage 480 V F-T-DP!A CableSize 350 AWG Length 14.0 ft QtyPerPhase 2 l P-T-DPlA InitSymRMS 3P 63129.48 A SystemNominalVoltage 480 V T-DP2A T-DPlA #"TI Z% 5,7500% #+ Z% 5.7500% X/R.8.0000 X/R.8.0000 Nominal kV A 225.0 kV A Nominal kV A 500.0 kV A S-T-DP2A S-T-DPlA InitSymRMS 3P 10088.90 A InitSymRMS 3P 20709 71 A SystemNominalVoltage 208 V SystemNominalVoltage 208 V F-DP2A CableSize 500 AWG Length 10.0 ft QtyPerPhase 2 F-DPlA CableSize 600 AWG Length 10.0 ft QtyPerPhase 4 -.,. ., ~-~}' '· '-· - ---r-----------------,----------,----------,---------.....------"'--DP2A --1-------,,----------------,-----------------------DP!A F-El CableSize 600 A WG Length 180.0 ft QtyPerPhase 1 _El InitSymRMS 3P 5631 93 A SystemNominalVoltage 208 V ~IPNL-El F-PP2A CableS1ze 3/0 AWG Length 230.0 ft Qty PerPhase 1 ~--------+-PP2A F-PP2B CableS1ze 1/0 AWG Length 10 0 ft QtyPerPhase 1 _PP2B InitSymRMS 3P 3831.74 A SystemNominalVoltage 208 V PNL-PP2A ImtSymRMS 3P 3685 50 A SystemNominalVoltage 208 V PNL-PP2B F-PP!C CableSize 1/0 AWG Length 200.0 ft QtyPerPhase 1 _PPlC lnitSymRMS 3P3376.14A SystemNominalVoltage 208 V PNL-PP!C F-PP!B CableSize 1/0 AWG Length 15.0 ft QtyPerPhase l _PP!B ImtSymRMS 3P 9001.97 A SystemNominalVoltage 208 V PNL-PP!B F-PPlA InitSymRMS 3P 9881.00 A SystemNominalVoltage 208 V CableSize 1/0 A WG Length 15.0 ft QtyPerPhase 1 F-PLl CableSize 600 AWG Length 239.0 ft Qty PerPhase 1 _PP!A lnitSymRMS 3P 9001.97 A SystemNominalVoltage 208 V --,-----------,-----t-PL! InitSymRMS 3P 6559.33 A PNL-PPlA F-PL2 CableSize 3/0 AWG Length 10.0 ft QtyPerPhase l PL2 0lnitSymRMS 3P 6286 62 A SystemNominalVoltage 208 V !IPNL-PL2 SystemNominalVoltage 208 V PNL-PLl F-MPl CableSize 1/0 A WG Length 10.0 ft QtyPerPhase 1 MP! 0lnitSymRMS 3P 6215.95 A SystemNommalVoltage 208 V PNL-MPl FPID CableSize 1 AWG Length IO.Oft QtyPerPhase 1 PID InitSymRMS 3P 17463.51 A SystemNommalVoltage 208 V PNL-PID InitSymRMS 3P 20278.19 A SystemNominalVoltage 208 V ~-,~OS: " ~ .... 0 .... Project: 08177-PTW ANSI Complete Fault Report A_FAULT Settings Fault Type Faulted Bus Include Tap Pre-fault Voltage 3 Phnsc+Unbalnnccd All Buses No 1.0000 LV Duty LVReport Mom Duty Mom Report Low Voltage 3 Phase and Unbalanced Fault Location Bus Fault Duty XIR Bus Name Voltage kA MVA Yes Complclc Yes Complete Int Duty Yes Int Report Co111plc1c Solution Method E/2 NACD Option lntemnlatcd -AsymkA---Sequence Impedance pu Max RMS Avg RMS Equivalent R +JX Momentary 3 Phase Fault Location Bus Name Bus Voltage -Sym Fault Duty--Mom kA- kA MVA XIR Sym•u Basod on XIR 2 --CrestkA- Sym"2.7 Basod on XIR Equivalent R +JX Momentary Unbalanced Fault LocaUon Bus Name Bua Voltage -Sym Fault Duty- kA MVA 3 X/R -Mom. Fault Duty- kA·1.6 Based on XIR Sequence lmpodanco pu Interrupting 3 Phase and Unbalanced Fault Location BuaNamo NACO: 1.1.G Gild Rcium kA: Bus Voltago 3 Phns,:: SLQ: I.I.: I.LG: -lnlt sym Fault-Equivalent kA X/R R +JX 4 Soq, lmp.pu 1.1: Z'>· 1.<I: 31'h. Sym: Tot SLG Sym: Tot -lntorruptlng Fault kA-- 2 eye. 3 c:yc. 5 c:yc. 8 c:yc. Proiect: 08177-PTW DAPPER Fault Analysis Input Report (English} Utilities Contribution From Name SDGE Motors Contribution From Name ML Cables Cable Name F·DPIA F-DP2A F-El F-LPI F-1.P2 F-MI. l'•MPI FPID Bus Name MSA #of Moton, From Bus To Bus S-T-DPIA DPIA S-T-DP2A DP2A DP2A m MSA LPI I.Pl LP2 MSA MOTORI.OADS PLI MP! DPIA PIO In/Out Nominal --Contribution Data -·--PU (100 MVA Base Service Voltage Duty Units X/R RPU XPU In 480 3P: 65.000 Amps 8.00 Pos: 0.230 J.113(1 SLG: 480 Amps 8.00 Zero:92.785 742.281 Bus In/Out Nominal --Contribution Data-·-PU (100 MVA Base) Name Service Voltage Base kVA Xd" X/R RPU XPU MOTOR LOADS In 480 720.00 0.1692 10.00 2.350 23.500 In/Out Qty Length -Cable Description -Per Unit (100 MVA Base) Service /Ph Feet Size Cond. Typo Duct Typo lnsul Rpu jX pu In 4 10 600 Copper Magnetic Pos· 01-185 0.2(175 Z,'fo: 0..1675 0."587 In 2 10 500 Copper Magnetic Pos: 0.3398 0.5386 Z.iro: 1.0702 1.3256 In 180 600 Copper Magn.:tic Pos: I 0.<1925 11).2(131 Zero: 33.(1585 -17.-1297 In 20 3/0 Copper Magn.:tic Pos: 0.6988 0.-IS0S Zero: 2.2023 1.109,1 In 230 6 Copper Magm:lic Pos: 50.9115 (1.8381 Zero: 60.,U IO 1<1.8-I07 In 260 600 Copper Magm:tic Pos. 2.9002 5.22·18 Zero 1).1293 128Mt, In 10 1/0 Copper Magnetic l'os· 2.1)58(1 I :?·182 Zero: 1J.J242 3.0718 In IO Copper Magnetic Pos; 3.6982 1.3175 Zero: 11.6540 3.2,129 Cable From Bus In/Out Qty Length -Cable Description -Por Unit (100 MVA Base) Name To Bus Service /Ph Feet Slzo Cond. Typo DuctType lnsul Rpu jXpu 1:.pu DPIA In 239 600 Copper Magnetic Pus· 14.1973 25.5172 PLI Z.:m· 4,1.61)1 0 62.9761 F-l'L2 PLI In 10 3/0 Copper Magnetic 1'11s: 1.8607 1.1996 PL2 Zero: S.86-10 2.95,10 F-PPIA DP2A In IS 1/0 Copp1.-r Magnetic l'os· •l,4379 1.8722 PPIA Zero. 13.9862 -1.6078 .. -. ----------- F-PPIB DP2A In IS 1/0 Coppi.-r Magnetic 1'11s. 4.4379 1.11722 PPlB Z.:m 13.9862 -1.6078 F•l'l'IC DP2A In 200 1/0 Copp1.-r Magnetic l'os: 59.1716 2-1.%30 PPIC Zero: 86.48311 61.-1368 F·11P2A DP2A In 230 3/0 Copper Magnetic l'ns: 42.795-1 27.5911 PP2A Z,:m. 34.8719 67.9-110 F-l1P2B PP2A In 10 1/0 Copper Magnetic Pos: 2.958(1 1.2482 PP2B l,:m 9.3.242 3.0718 r-T-DPIA MSA In 2 14 350 Cuppcr Magnetic l'ns· 0.1148 0 1492 P-T-DPIA Z,:ro 0.3618 0.3673 M"·DP:?A MSA In 10 500 Copper Magnetic Pus· 0.1276 0.2023 P-T-DP2A Zero: 0.-1019 0.4978 2-Wlndlng Transformers Xformer In/Out Primary & Secondary-----· Nominal Z PU (100 MVA Base) Name Service Bus Conn. Volts FLA kVA Rpu jX pu T·DPIA In P-T·DPIA D 480 601 500.0 Pus: l.·1264 11.-1112 S·T·DPIA \VG 208 1,388 Zcru: 1.426-1 11.-1112 T-DP2A In P-T-DP2A D 480 271 225.0 Pos: 3.1698 25.3582 S·T·DP2A \VG 208 625 Zero: 3.1698 25.3582 2 Project: 08177-PTW DAPPER Fault Contribution Brief Report Comprehensive Short Circuit Study Settings Three Phase Fault Single Line to Ground Line to Line Fault Line to Line to Ground Motor Contribution Transformer Tap Xformer Phase Shift Bus Name DPlA F-DPIA FPID F-PLI DP2A F-DP2A F-EI F-PPIA F-PPIB F-PPIC F-PP2A El In In In In In In In In In Yes Yes No No Yes Yes Yes Cable Cable Cable Cable Cable Cable Cable Cable Cable Upstream Downstream Downstream Upstream Downstream Downstream Downstream Downstream Downstream 3 Phase 20,278 20,278 0 0 9,881 9,881 0 0 0 0 0 5.632 Faulted Bus All Buses Bus Voltages First Bus From Fault Branch Currents First Branch From Fault Phase or Sequence Report phase quantities Fault Current Calculation Initial Symmetrical RMS (with l/2 Cycle Asym) Asym Fault Current at Time 0.50 Cycles Initial Symmetrical Amps ............................ Asymmetrical Amps SLG LLG LL 3 Phase SLG LLG 21,032 0 0 27,391 28,214 0 21,032 0 0 27,391 28,214 0 0 0 0 0 0 0 0 0 0 0 0 0 10,009 0 0 13.391 13,440 0 10,009 0 0 13,391 13,440 0 0 0 0 0 0 0 0 0 0 0 0 0 0 () 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4.597 0 0 6.389 4.960 0 LL 0 0 0 0 0 0 0 0 0 0 0 0 Initial Symmetrical Amps--Asymmetrical Amps Bus Name 3 Phase SLG LLG LL 3 Phase SLG LLG LL F-EI In Cable Upstream 5,632 4,597 0 0 6,389 4,960 0 0 LP! 50,895 479 0 0 54,349 657 0 0 F-LPI In Cable Upstream 50,895 479 0 0 54,349 657 0 0 F-LP2 In Cable Downstream 0 0 0 0 0 0 0 0 ·---·------· --------· ·-OHO --·· --· ·-·---···-· LP2 2,286 421 0 0 2,286 444 0 0 F-LP2 In Cable Upstream 2,286 421 0 0 2,286 444 0 0 -·-. ---· ... --------- MOTOR LOADS 20,474 467 0 0 22,590 6"" .),) 0 0 F-ML In Cable Upstream 15,573 392 0 0 17,184 53 l 0 0 ML In Ind Mtr Contribution 5,093 77 0 0 5,620 105 0 0 ·-----------....... ... ' ----... --·-. ,.__ --" MPl 6,216 4,510 0 0 6,528 4,618 0 0 F-MPI In Cable Upstream 6,216 4,510 0 0 6,528 4,618 0 0 ... . ·---·· ----,, __ "" ... "" -.. ---... ... --····· MSA 69,113 480 0 0 95,078 664 0 0 F-LPI In Cable Downstream 0 0 0 0 0 0 0 0 F-ML In Cable Downstream 4,119 19 0 0 5,667 26 0 0 F-T-DPIA In Cable Downstream 0 0 0 0 0 0 0 0 F-T-DP2A In Cable Downstream 0 0 0 0 0 0 0 0 SDGE In Util. Contribution 65,000 461 0 0 89,420 638 0 0 ... .. PlD 17.464 16,196 0 0 19,026 16.700 0 0 FPID In Cable Upstream 17,464 16.196 0 0 19,026 16,700 0 0 PU 6,559 4.831 0 0 7,036 5,018 0 0 F-MPI In Cable Downstream 0 0 0 0 0 0 0 0 F-PLl In Cable Upstream 6,559 4,831 0 0 7.036 5.018 0 0 F-PL2 In Cable Dov. nstream 0 0 0 0 0 0 0 0 PL2 6.287 --1.585 0 0 6.658 4.721 0 0 F-Pl.2 In Cable Upstream 6.287 4.585 0 0 6,658 4.721 0 0 2 Initial Symmetrical Amps----------------Asymmetrical Amps------------------------· - Bus Name 3 Phase SLG LLG LL 3 Phase SLG LLG LL PPJA 9,002 8,572 0 0 I 0.443 9,309 0 0 F-PPIA In Cable Upstream 9,002 8,572 0 0 10,443 9,309 0 0 --.. ----··-··-.. .. -· ···--- PPIB 9,002 8,572 0 0 10,443 9,309 0 0 F-PPIB In Cable Upstream 9,002 8,572 0 0 10,443 9,309 0 0 ••• H•< • •• ------·-. ---· .. --------. _ .. ---- PPJC 3,376 2,243 0 0 3,378 2,243 0 0 F-PPIC In Cable Upstream 3,376 2,243 0 0 3,378 2,243 0 0 --... ---·-_,. PP2A 3,832 2,684 0 0 3,851 2,687 0 0 F-PP2A In Cable Upstream 3,832 2,684 0 0 3,851 2,687 0 0 F-PP2B In Cable Downstream 0 0 0 0 0 0 0 0 ·-----· ·-----· -·--··--·-----·· ------·· ----. . ---. ----· ·---- PP2B 3,686 2,559 0 0 3,701 2,561 0 0 F-PP2B In Cable Upstream 3,686 2,559 0 0 3,701 2,561 0 0 .. , -------. . .... ····-· -----. ·-----------------·--. -------·------· -·---... ·--··-· _,. -------... ---... -----·--· ·- P-T-DPIA 63,129 480 0 0 81,035 663 0 0 F-T-DPIA In Cable Upstream 63,129 480 0 0 81,035 663 0 0 T-DPIA In Xformer2 Downstream 0 0 0 0 0 0 0 0 .. ------·----. ---· ... ·--· --· --------.. ·-'"'" .. -- P-T-DP2A 61,374 480 0 0 78,619 662 0 0 F-T-DP2A In Cable Upstream 61,374 480 0 0 78,619 662 0 0 T-DP2A In Xformer2 Downstream 0 0 0 0 0 0 0 0 ··-·-... S-T-DPIA 20,710 21,739 0 0 28,312 29.819 0 0 F-DPIA In Cable Downstream 0 0 0 0 0 0 0 0 T-DPlA In Xformer2 Upstream 20,710 21,739 0 0 28,312 29,819 0 0 ---- S-T-DP2A 10.089 10,334 0 0 13.868 14,231 0 0 F-DP2A In Cable Downstream 0 0 0 0 0 0 0 0 T-DP2A In Xformer2 Upstream 10.089 10,334 0 0 13.868 14,231 0 0 3 Project: 08177 -PTW DAPPER Fault Contribution Complete Report Comprehensive Short Circuit Study Settings Three Phase Fault Yes Single Line to Ground Yes Line to Line Fault No Line to Line to Ground No Motor Contribution Yes Transformer Tap Yes Xformer Phase Shift Yes Bus Name MSA F-LPI In Cable F-ML In Cable F-T-DPIA In Cable F-T-DP2A In Cable SDGE In Util. P-T-DPIA F-T-DPIA In Cable T-DPIA In Xformer2 S-T-DPIA F-DPIA In Cable T-DPIA In Xformcr2 Faulted Bus Bus Voltages Branch Currents Phase or Sequence Fault Current Calculation Asym Fault Current at Time nitial Symmetrical Amps----------- · 3 Phase SLG LLG LL 3 Phase 69,113 480 0 0 95.078 0 0 0 0 0 4,119 19 0 0 5,667 0 0 0 0 0 0 0 0 0 0 65.000 461 0 0 89,420 . ·~· - 63,129 480 0 0 81.035 63,129 480 0 0 81.035 0 0 () 0 0 20,710 21.739 0 0 28.312 0 0 0 0 0 20.710 21. 739 () 0 28.312 I All Buses First Bus From Fault First Branch From Fault Report phase quantities Initial Symmetrical RMS (with 1/2 Cycle Asym) 0.50 Cycles Asymmetrical Amps ---lnit Sym Neutral Amps-- SLG LLG LL SLG LLG 664 0 0 0 0 0 26 0 0 0 0 0 0 0 0 638 0 0 480 663 0 0 663 0 0 480 0 0 0 29.819 0 () 0 () () 29.819 0 () 21.739 . - Initial Symmetrical Amps----------· ····-···----··--Asymmetrical Amps ---lnit Sym Neutral Amps--- Bus Name-3 Phase SLG LLG LL 3 Phase SLG LLG LL SLG LLG DPIA 20.278 21,032 0 0 27.391 28,214 0 0 F-DPJA In Cable 20,278 21,032 0 0 27,391 28,214 0 0 21.032 F-PLI In Cable 0 0 0 0 0 0 0 0 FPJD In Cable 0 0 0 0 0 0 0 0 --. --· ~-- P-T-DP2A 61,374 480 0 0 78,619 662 0 0 F-T-DP2A In Cable 61,374 480 0 0 78,619 662 0 0 480 T-DP2A In Xformer2 0 0 0 0 0 0 0 0 ----. . . --.. '" -·-. -----------.. .. .... ----···----·. ·---. . ------· --·· --------·---· -·-- S-T-DP2A 10,089 10,334 0 0 13,868 14,231 0 0 F-DP2A In Cable 0 0 0 0 0 0 0 0 T-DP2A In Xformer2 10.089 10,334 0 0 13,868 14,231 0 0 10,334 ·--·· ------· ---·· ---·----··-·· -·------·--· , __ ,. . ·---··-· . -... ------. ·--· -----·· --.. ------· ----- DP2A 9,881 10,009 0 0 13,391 13,440 0 0 F-DP2A In Cable 9,881 10,009 0 0 13,39I 13,440 0 0 10,009 F-El In Cable 0 0 0 0 0 0 0 0 F-PPIA In Cable 0 0 0 0 0 0 0 0 F-PPIB In Cable 0 0 0 0 0 0 0 0 F-PPIC In Cable 0 0 0 0 0 0 0 0 F-PP2A In Cable 0 0 0 0 0 0 0 0 ----.. LPl 50,895 479 0 0 54.349 657 0 0 F-LPI In Cable 50,895 479 0 0 54,349 657 0 0 479 F-LP2 In Cable 0 0 0 0 0 0 0 0 ·--· .. LP2 2.286 421 0 0 2,286 444 0 0 F-LP2 In Cable 2,286 421 0 0 2,286 444 0 0 421 PPlA 9.002 8,572 0 0 10.443 9,309 0 0 F-PPIA In Cable 9,002 8.572 0 0 I 0.443 9.309 0 0 8.572 PPIB 9.002 8.572 0 0 10.443 9.309 0 0 F-PP 1I3 In Cable 9.002 8.572 0 0 I 0.443 9.309 0 0 8.572 2 • ···-···-·----Initial Symmetrical Amps------------·--------------Asymmetrical Amps------lnit Sym Neutral Amps-: Bus Name 3 Phase SLG LLG LL 3 Phase SLG LLG LL SLG LLG PPlC 3,376 2.243 0 0 3.378 2,243 0 0 F-PPIC In Cable 3,376 2,243 0 0 3,378 2,243 0 0 2,243 .. ---------. .. PP2A 3.832 2,684 0 0 3,851 2,687 0 0 F-PP2A In Cable 3,832 2,684 0 0 3,851 2,687 0 0 2,684 F-PP28 In Cable 0 0 0 0 0 0 0 0 ·-----· ----·---·-· -. -.. ------. --·---------·-----------·· -----.. -----·-H ••• -• -----· PLI 6,559 4,831 0 0 7,036 5,018 0 0 F-MPI In Cable 0 0 0 0 0 0 0 0 F-PLI In Cable 6,559 4,831 0 0 7,036 5.018 0 0 4,831 F-PL2 In Cable 0 0 0 0 0 0 0 0 ..... ------. ---, .... --·---.. -·· -·---... . -------.. ---·--MPl 6,216 4,510 0 0 6,528 4,618 0 0 F-MP! In Cable 6,216 4,510 0 0 6,528 4,618 0 0 4,510 ···-·. --·--. . ---· ----· -------··--···--. -·----· -· --. -.. ------------------·-· ---. -·--· ·-... ·--·-··-·----·----PL2 6,287 4,585 0 0 6.658 4,721 0 0 F-PL2 In Cable 6,287 4,585 0 0 6,658 4,721 0 0 4,585 > ••MO ---·-·· ------·-·--·-----..... . ..... ----. ------..... , .. ·--. ·--. --. -·-·------------PlD 17,464 16,196 0 0 19,026 16,700 0 0 FPID In Cable 17,464 16,196 0 0 19,026 16,700 0 0 16,196 . -----· -·--------·---------· ··-· ----·-----------------·--. PP2B 3.686 2.559 0 0 3,701 2,561 0 0 F-PP2B In Cable 3,686 2,559 0 0 3.701 2,561 0 0 2,559 -------.. ..... MOTOR LOADS 20,474 467 0 0 22,590 633 0 0 F-ML In Cable 15,573 392 0 0 17,184 531 0 0 467 ML In Ind Mtr 5.093 77 0 0 5,620 105 0 0 ··-· El 5.632 4.597 0 0 6.389 4.960 0 0 F-EI In Cable 5,632 4,597 0 0 6.389 4.960 0 0 4,597 3 Project: 08177-PTW DAPPER Unbalanced Fault Report Comprehensive Short Circuit Study Settings Three Phase Fault Yes Single Line to Ground Yes Line to Line Fault No Line to Line to Ground No Motor Contribution Yes Transformer Tap Yes Xformer Phase Shift Yes Fault Location Bus 3-Phase Bus Name Voltage Amps DPIA 208 20,278 DP2A 208 9,881 El 208 5,632 LP! 480 50,895 LP2 480 2,286 MOTOR LOADS 480 20.474 MP! 208 6.216 MSA 480 69,113 P-T-DPIA 480 63,129 P-T-DP2A 480 61,374 3-Phase 3P MVA X/R 7.31 7.09 3.56 7.21 2.03 3.24 42.31 2.36 1.90 0.17 17.02 2.83 2.24 2.12 57.46 7 79 52.48 5.57 51.03 5.52 Faulted Bus Bus Voltages Branch Currents Phase or Sequence Fault Current Calculation Asym Fault Current at Time SLG SLG Amps MVA 21.032 2.53 10,009 1.20 4,597 0.55 479 0.13 421 0.12 467 0.13 4,5 IO 0.54 480 0.13 480 0 13 480 013 All Buses First Bus From Fault First Branch From Fault Report phase quantities Initial Symmetrical RMS (with 1/2 Cycle Asym) 0.50 Cycles SLG Mom ---------3P Asym Amps-------- X/R Amps 3 Cycles 5 Cycles 8 Cycles 6.85 27,391 20,378 20,281 20,278 6.89 13,391 9,934 9,883 9,881 2.51 6,389 5,632 5,632 5,632 7.72 54,349 50,895 50,895 50,895 2.17 2,286 2,286 2,286 2,286 7.24 22.590 20,474 20,474 20.474 1.69 6.528 6.216 6,216 6,216 8.00 95.078 69.657 69. 135 69.113 7.96 81,035 63.202 63.130 63,129 7.95 78.619 61.440 61.375 61,374 'I • '\ ~ . ' - Fault Location Bus 3-Phase 3-Phase 3P SLG SLG SLG Mom ---------3P Asym Amps-------- Bus Name Voltage Amps MVA X/R Amps MVA X/R Amps 3 Cycles 5 Cycles 8 Cycles PID 208 I 7.464 6.29 2 65 16,196 1.94 1.82 19,026 17,464 17,464 17,464 PL! 208 6,559 2.36 2.43 4,831 0.58 I 95 7,036 6.559 6,559 6,559 PL2 208 6,287 2.26 2.24 4,585 0.55 1.80 6,658 6,287 6,287 6,287 !'PIA 208 9.002 3.24 3.58 8,572 1.03 2.60 10,443 9,002 9,002 9,002 PPIB 208 9,002 3.24 3.58 8,572 1.03 2.60 10,443 9,002 9,002 9,002 PPIC 208 3,376 1.22 0.84 2243 0 27 0.61 3,378 3.376 3,376 3,376 PP2A 208 3,832 1.38 1.19 2,684 0.32 0.88 3,851 3,832 3,832 3,832 PP2B 208 3,686 1.33 1.14 2,559 0.31 0.85 3,701 3,686 3,686 3,686 S-T-DPlA 208 20,710 7.46 7.54 21,739 2.61 7.67 28,312 20,848 20,715 20,710 S-T-DP2A 208 10.089 3.63 7.75 10,334 1.24 7.83 13,868 10,167 10,092 10,089 2 CB081805 2200 FARADAY AV 150 SIERRA WIRELESS-60,068 SF Tl INCLUDING 1ST FLR-17,346 SF W/HS TO OFFICE, 10,83 RI= IAI/L.IR Tn I AR il1 ?7<::i:: IA//L.I.C:: Tn IA/ UC: ')l\ln ., .. q 1~)08 ,0 ~,~ I FI e..e 'I-e:s~, L u.J/ 7~ .;)..'-f (o-/-o<t &fl CJ_j1J I Q / 2 q/ o <--/_!, 't:j .J.L (jcu h al) ro uJec{ fu f' ! AN w/ C,,·"J i__ (juJivW Ir= (pa.t-f-.'a.__0 fD ~Sen G ,, )o\.f(o~ ~ Jr @.. ~ uJ /~I- Me® ~ i..:J,?.O· -0 CMl--, Approved Date Bv Building tl J,q 08 ~/ Planning 11it80~ , 61-n Engineering /0/;;2.0/0'8' l~ Fire toi?..<>il o <f ll'Vf'r Health / F.O.G. I HazMat/ Air Quality Comments Date / Building o-1/-? 1/-/,Y Planning rf'l:Jn I ll C.Un"6 . Engineering Fire O~;Jf //-:3-0Y cs~ <!L#f II /12-( o £? -Cr'!) 11 (par-ha I j rc!t-dd Iv Fil<J' /4 ~ h/<12 c,w/(. &· rt1 LfL_ //Ju,+,;,_/) Y ouf .eof i-D /'0-IJ IV i AJc; {;, Y? f,uJ Forms/Fees Sent Rec'd Due? By School Y(N dwA CFO y (1.,J__; 0/f\ff\ .P_FF (1_j:YN<. ·) ~ PE&M _/ (J _/ c:10/ZI'(. !lh-1/t>lr Vv) N unrr Special lnsp y~ Uhflll Fue y (t-i'J I I . I\) l~)08 ~-nt:' p~ (l ~ LDj ~ :0: ~7:J JL ~) lt 11-1r~r 6vp{ ~ 111a1 \m o.roe.tJe.-O d-p/2<4g;,,.-reD sers Qom 6sc,,-1 L, ._,,/Th-I..., ~, ~ ~ CA.L.lJ:> -r-~ t rPi-:<..e+> PCII'{', i-o fl-PPuU<.aY . "5e,Q.p ~t>U~ t)ef-l-<;'.1-:) -&'M "fW.-S.€ ~ COf1\fl.0te '.S:,e.,T-S p{l rl Prt-JO 1v~-e.. Cu..L. f'.-1. (2.re., -p ~(Y, •"j c..Drte.c.tter-lJ ll Dt ,o..;. 1 f\ ---~'--'\ l I WI Ca-rJtMe--\i)rs _. ~C!v~ U (h-9 I tJ.f I r/vr;,tJ ' ~ ' '\:f Sewer y ('N) \JI Fees Complete sJl!Yf\ Application & Related Docs. Complete _____ _ \..__f fl-pp! iu?NI f,4o hen) subm fliT '::) ~~yfia.( s/2,,d::, m ea.d "4;,-!c jj /;vda. [s6/L. 0'...scussJw~ \J .,,._ .S+i cl 71?,t /M-;/ IY!ve. le, /2"" tic:__ ;4jyr2Jt1ef 11&0/l,I# '/5,e,.f {lr/ec/ -ft!'(_ U/3/. C~ity of Carlsbad 1635 Faraday AV Carlsbad, CA 92008 01-05-2009 Plan Check Revision Permit No:PCR08155 Job Address: Permit Type: Parcel No: Valuation: Reference #: PC#: Project Title: Applicant: DONALD PITMAN 619-299-0011 Building Inspection Request Line (760) 602-2725 2200 FARADAY AV CBAD St: 150 PCR Lot#: 0 Status: Applied: 2121204100 $0.00 cb081805 Construction Type: NEW Entered By: SIERRA WIRELESS: CHANGE TO STAIRWAY Plan Approved: Issued: Inspect Area: Owner: . D L FARADAY LP C/O DRA ADVISORS LLC 220 E 42ND ST #27 NEW YORK NY 10017 Plan Check Revision Fee Additional Fees Total Fees: $240.00 Inspector: Total Payments To Date: ., . $240.00 Balance Due: FINAL APPROVAL. Date: Clearance: ISSUED 12/10/2008 jma 01/05/2009 01/05/2009 $240.00 $0.00 $0.00 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 protest procedures 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 planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which vou have oreviouslv been aiven a NOTICE similar to this or as to which the statute of limitations has nreviouslv otherwise exnired ' Plan Check Revision No. l7CQ o&--I S-s Original Plan Check No. CIB<J 2-l !?OS-- Project Address ----=1;"--7,,_()c) _ __,M'------'--"-'--.:..=....!.--'---'L--f-----4--'a<...::....----r----- Name of Business at P1,oject Address S W ~ U!-Cif 5 4 tJ-- Contact 0DtJ 1}1-r~rJ Ph (J_q~,zqq-oo (/Fax 0(1-: zqq E;~il _____ _ ContactAddress _______ ~ ________ City ______ ZiP----- General Scope of Worl< __________________________ _ Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 Elements revised: D Plans D Calculations D Soils D Energy D Other __________ _ 2 Describe revisions in detail "" ~ 1 -wew t(;-t:A1~ f)ej 6/J /e4V ;ve-vl vi t fO ia lf J (4-ef} \-e1re,v0 I , I ' - 5 Does this revision, in any way, alter the exterior of the project? 6 Does this revision add ANY new floor area(s)? D Yes 7 Does this revisi, n affect any fire related issues? D Yes 8 D No 3 4 List page(s) where List revised sheets each revision is that replace shown existing sheets . D Yes a:No ~No K[No £S'Signature--\-b'--ll---'---'4-"----l-i------------------------- Phone: 760-602-2717 / 2718 / 2719 Fax: 760-602-8558 EsGil Corporation In <Partnersli.ip witli. (}overnment for (}3uiMing Safety DATE: December 31, 2008 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 08-1805 (PCR08155) PROJECT ADDRESS: 2200 Faraday Avenue SET: II (REV) PROJECT NAME: Sierra Wireless -Office TI -Plan Changes D APPLICANT ~I§:=> D PLAN REVIEWER D FILE ~ 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. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: ~ Esgil Corporation staff did not advise the applicant that the plan check has been completed. D Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone#: Date contacted: (by: ) Mail Telephone Fax In Person D REMARKS: By: Bryan Zuppiger EsGil Corporation D GA D MB D EJ D PC Fax#: Enclosures: Original approved set. 12/24/08 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 .. . Es·Gil .Corporation In <.Partnersfiip witfi government for (JJui[tfing Safety DATE: December 18, 2008 JURISDICTION: City of Carlsbad D PLAN REVIEWER D FILE PLAN CHECK NO.: 08-1805PCR08155 PROJECT ADDRESS: 2200 Faraday Ave. SET:I (REV) PROJECT NAME: Sierra Wireless -Office TI -Plan Changes D D D D D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Donald Pitman Design, Inc. 3900 Fifth Ave., Suite 290, San Diego, CA 92103 Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. · Person contacte~1 ~7ma)d Pitman Design, Inc. Date contacted/1/~of (b.~) Mail ~elephone ¢ax ~rp·;so~ REMARKS: By: Sergio Azuela EsGil Corporation D GA D MB D EJ D PC Enclosures: 12/15/08 Telephone#: (619) 299-0011 Fax #: (619) 299-5544 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 Ci,_ty; of Carlsbad 08-1805PCR0~155 · 'D~ceinper 18, 2008 · GENERAL PLAN CORRECTION LIST JURISDICTION: City of Carlsbad PROJECT ADDRESS: 2200 Faraday Ave. DATE PLAN RECEIVED BY ESGIL CORPORATION: 12/15/08 REVIEWED BY: Sergio Azuela FOREWORD (PLEASE READ): PLAN CHECK NO.: 08-1805PCR08155 DATE REVIEW COMPLETED: December 18, 2008 This plan review is limited to the technical requirements contained in the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. The approval of the plans does not permit the violation of any state, county or city law. • To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. • Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? D Yes D No Ctty of Carlsbad 08-1805PCRq~155 · 'Decelll;ber 18, 2008 · 1 ·. Please make all corrections, as requested in the correction list. Submit three new complete 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 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, 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. 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. 2. Please provide complete sets of plans, including all sheets that are impacted showing the new proposed layout, the sheets changed shall include all architectural, structural, electrical, mechanical and plumbing. Piease note that there were several sheets missing for example: A0.3, A0.4, A 1.2, A 1.3, A 1 .4, A 1.5, A 1.6, A2.2, A2.3, A2.4, A2.5, A2.6, A4.2, etc. 3. Please provide the structural design calculations for the new stairway as proposed. 4. Please include a brief explanation about why? The structural details were removed from the sheets S1 .1, S1 .2 and S2.0. 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 Sergio Azuela at Esgi/ Corporation. Thank you. ~jty of Carlsbad 08-1805PCRQ~155 · 'Dece'~ber 18, 2008 ' · ' [DO NOT PAY -THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PREPARED BY: Sergio Azuela PLAN CHECK NO.: 08-1805PCR08155 DATE: December 18, 2008 BUILDING ADDRESS: 2200 Farada,y Ave. Sierra Wireless/Office TI/Plan Changes BUILDING OCCUPANCY: B TYPE OF CONSTRUCTION: BUILDING AREA Valuation Reg. VALUE PORTION (Sq.Ft.) Multiplier Mod. Time Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance \ -13~~~:-_ _i:'_~rmit Fee by Ordinance _ -~! ...,. , --------------------G Plan Check Fee by Ordinance I ...,. --------------------------·' Type of Review: D Complete Review 0 Structural Only [] Repetitive Fee · :~3 Repeats D -Other 0 Hourly 2j Hours* Esgil Plan Review Fee * Based on hourly rate Comments: ($) $240.ooj $192.ooj Sheet 1 of 1 macvalue.doc Carlsbad Fire Department · . I Plan Review Requirements Category: PCR , Date of Report: 12-18-2008 Name: Address: Permit#: PCR08155 Job Name: Job Address: SIERRA WIRELESS: CHANGE TO 2200 FARADAY AV CBAD St: 150 BLDG. DEPT COPY Re0ewe~7 · em ou have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determme · · ~taitdards. Please review carefully all comments attache essary plans and/or specifications, wit c anges t an approval. Conditions: Cond: CON0003198 [MET] Staircase mod Entry: 12/18/2008 By: MS Action: AP SIERRA WIRELESS TE~A~T~Mf~©V~M~~TS CARLSBAD, CA Prepared For: SIERRA WIRELESS MEC Project No.: 0844 Date Issued: I 1 /5/08 Revision Dates: \'2.-l1.'2.-f o~ Prepared By: 1991 VILLAGE PARK WAY SUITE 115 ENCINITAS, CA 92024 T (760) 479-9838 F (760) 479-9837 mcneffengineering@sbcglobal.net {) C1lOJ3/5S C72Mr d;oP/rfo5 McNEFF ENGINEERING & CONSULTING A PROFESSIONAL CORPORATION 1991 Village Park Way, Suite 115 Encinitas, CA 92024 Tel: (760) 479-9838 • Fax: (760) 479-9837 JOB__,,w"--""---_.._,\4~·~~·\l:o::..,_;1?2=i..f\.l.....!'N--"--1-'\R....::=:lli=""'--'="'::>sL--__ _ SHEETNO. __ .,_I -------- CALCULATEDBY_.....,JL"'--'='::_.. _____ _ CHECKED 5y _ ____,_M~M...._ _____ _ SCALE OF· _ __,k,s,c_ ____ _ DATE.---'-"'10,__-_...,23~-o=~<--- OATE.--L..J11'--_L\..,_-___,,O,c_,:~,::___- l'.2-l9-0Z i .l... --l ---+-- -! -~1 --+--···· MCNEFF ENGINEERING & CONSULTING A PROFESSIONAL CORPORATION 1991 Village Park Way, Suite 115 Encinitas, CA 92024 Tel: (760) 479-9838 • Fax: (760) 479~9837 I0·L\L\ JOB--'-"'"---'---'-------------- SHEET NQ __ _.l=-------Qf _ __._._ ___ _ CALCULATED BY-------DATE------ CHECKED BY-------DATE _____ _ _,_ 1 -·· ~ I -3 McNEFF ENGINEERING & CONSULTING A PROFESSIONAL CORPORATION 1991 Village Park Way, Suite 115 Encinitas, CA 92024 Tel: (760) 479-9838 • Fax: (760) 479-9837 JQ8 _ __,Cf6~L-..!.....t1:t_,__ ___________ _ SHEETNO.-~:>~------Qf _ _.s..,.c.._ ___ _ CALCIJLATEOBY-------DATE------ CHECKEOBY ________ DATE _____ _ MCNEFF ENGINEERING & CONSULTING A PROFESSIONAL CORPORATION 1991 Village Park Way, Suite 115 Encinitas, CA 92024 Tel: (760) 479-9838 • Fax: (760) 479-9837 JOB--"-'0'-'-'--2S::l....._.lf _______ _ SHEETNO.--~------OF--='----- CALCULATEOBY _______ DATE _____ _ CHECl<EOBY ________ DATE _____ _ SCALE McNEFF ENGINEERING & CONSULTING A P R O F E S S I O N A L C Q_R P O R AT I O N 1991 Village Park Way, Suite 115 Encinitas, CA 92024 Tel: (760) 479-9838 • Fax: (760) 479-9837 JQB_......,ffi""""-4"--L\'--_________ _ SHEEfNQ. _ __,_ _______ OF--"""------ CALCULATEOBY ________ OATE ______ _ CHECKED BY ________ DATE ______ _ SCALE MCNEFF ENGINEERING & CONSULTING JOB,_-"'""()...,3L\L\-......._, ____________ _ SHEET NO. _ ___, _______ _ Qf __ b""------A PROFESSIONAL CORPORATION 1991 Village Park Way, Suite 115 Encinitas, CA 92024 CALCULATED BY ________ _ DATE _______ _ CHECl<EDBY __________ DATE _______ _ Tel: (760) 479-9838 • Fax: (760) 479-9837 SCALE I I I I I -+---+---!--+-+--J--+----.J.--i--+-+--+--+--+--+--+--+--l--+--+--+--1--+---1--.l---cl=\i::r k ,,l1r::!· 1----•• i ! / 1--t--t---1--1--+--l---l--l--l--l--.. --~ ---,___ _ __,__....___,__ ,_ ~ -~ ------··-~---·· l fJ w;~+-,3µ,•'R,__"l -+--+---4--+ =~zM ( )1 I _{ _ ± 'L ?J.19-131·= r[L 11 i'(\?J ' ! 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' -: -------- -1--1--r--i-:---;--j· i--~ (_t_. ___ -. ; ___ , __ ~ __ I __ ,_ ---. __ --1-J -1 ----- l-[-!-r -;-----1--+-1 . . , I ~ , • , --, --11 --.,:----1-r1 -----,--;--_ _;I' 1' l T---__ ,____i: ----t---:---------1---i-· _1 ____ , __ -~,' --·· ---;--i-T-----;--1 f--·: I ··j : 1 · ------1-----, j f 1··-l---f------;---.. -; :··--t~r~-i~ _---,--t-·~J ·_-.J __ --1~-i -~~~-=-r-,~-:~rL,, ____ J_ _ _ i~--!_ J ___ J=t~~ ! , l : I · ! f I i i f i 1 l ; 1 1 I i -R0'1: 580005 User KW-0606712. Ver 5 8.0. 1-Oec-2003 (c)19B3-2003 ENERCALC Eng1neenng Software Title : Sierra Wireless Job # 0844 Dsgnr: JE Date: 11 :06AM, 22 DEC 08 Description : Tenant Improvements Scope: Steel Beam Design Page CALCSECW·Floor Framing Description Stair Stringer (Worst Case) General Information ( V Irr Steel Section: MC12X10.6 Center Span Left Cant. Right Cant Lu : Unbraced Length . Distributed Loads --I I ;; I I #1 DL 0.057 LL 0.170 ST Start Location End Location 11 Summary M .. 19.00 ft 0.00 ft 0.00 ft 0.00 ft #2 Factored Load Combinations .... (1) 1.4D Mu 3.601 k-ft Phi •Mn 43.500 (2) 1.2D + 1.6L ... Mu 15.361 Phi• Mn 43.500 (5) 1.20 + 0.5L + 1,0E, .• Mu 6.922 Phi "Mn 43.500 Force & Stress Summary DL Maximum ...Qn!y_ Max. M+ 10.24 k-ft 2.57 Max. M- Max. M@Left Max. M @ Right Shear@ Left 2.16 k 0.54 Shear@ Right 2.16 k 0.54 Center Def!. -0.415 in -0.104 Left Cant Def! O.OOOin 0.000 Right Cant Defl o 000 in 0.000 ... Query Defl@ 0.000ft 0.000 Reaction @ Left 2.16 0.54 Reaction @ Rt 2.16 0.54 Code Ref: LRFD 3rd Edition, 2003.IBC, 2003 NFPA 5000 n Fy 50.00ksi Pinned-Pinned Load Duration Factor 1.00 Elastic Modulus 29,000.0 ksi LL & ST Act Together ----- ,te! Short Term Loads Are SEISMIC Loads. 3 #3 #4 #5 #6 #7 k/ft k/ft k/ft ft ft Beam OK Vu 0.758 k Phi ·vn 67.520 Vu 3.234 Phi •vn 67.520 Vu 1.457 Phi• Vn 67.520 a «--These columns are Dead+ Live Load placed as noted -» LL LL+ST LL LL+ST @Center @Center @Cants @Cants 10.24 k-ft k-ft k-ft k-ft 2.16 k 2.16 k -0.415 -0.415 0.000 0.000 in 0.000 0.000 0.000 0.000 in 0.000 0.000 0.000 0.000 in 0.000 0.000 0.000 0.000 in 2.16 2.16 k 2.16 2.16 k J Rev 580005 ____ -- User KW--0606712. Ver 5 8 o. 1-Dec-2003 (c)1983-2003 ENERCALC Engineenng Software Description Stair Stringer (Lower) l General Information -I +·:ttsdi'i~?PI& 9ii&AltiSiii4¥,&e Steel Section: MC12X10.6 Center Span Left Cant. Right Cant Lu : Unbraced Length 13.67 ft 0.00 ft 0.00 ft 0.00 ft I (llstributed Loads DL LL ST Start Location End Location I{ Summary #1 0.057 0.170 #2 Factored Load Combinations .•.. (1) 1.40 Mu 1.863 k-fl Phi• Mn 43.500 (2) 1.2D + 1.6L •.. Mu 7.948 Phi• Mn 43.500 (5) 1.20 + O.SL + 1.0E ... Mu 3.582 Phi• Mn 43.500 . Force & Stress Summary ( It bdl;: tt 1ae¥ Max. M + Max. M- Max. M@ Left Max_ M@Right Shear@ Left Shear @ Right Center Dell. .Left Cant Defl Right Cant Def! ... Query Dell@ Reaction @ Left Reaction @ Rt Maximum 5.30 k-ft 1.55 k 1.55 k -o.111in O.OOOin 0.000 in 0.000 ft 1.55 1.55 DL __Q!]Jy_ 1.33 0.39 0.39 -0.028 0.000 0.000 0.000 0.39 0.39 Title : Sierra Wireless Job # 0844 Dsgnr: JE Date: 11 :11AM, 22 DEC 08 Description : Tenant Improvements Scopa: Steel Beam Design Page 1 CALCS ECW Floor Framing Pinned-Pinned LL & ST Act Together #3 #4 Vu Phi ·vn Vu Phi• Vn Vu Phi• Vn Code Ref: LRFD:3rd Edilion,.2003 IBC, 2003 NFPA 5000 n #5 0.545 k 67.520 2.326 67.520 1.048 67.520 Fy 50.00ksi Load Duration Factor 1.00 Elastic Modulus 29,000.0ksi ,te! Short Term Loads Are SEISMIC Loads. #6 #7 k/ft k/ft k/ft fl fl Beam OK «-These columns are Dead + Live Load placed as noted -» LL LL+ST LL LL+ST @ Center @ Center @ Cants @ Cants ~~ ~ 1.55 1.55 -0.111 -0.111 0.000 0.000 0.000 0.000 0.000 0.000 1.55 1.55 1.55 1.55 0.000 0.000 0.000 0.000 k-fl k-ft k-fl k k 0.000 in 0.000 in 0.000 in 0.000 in k k -, Rev 580005 --. --• User KW.Q606712, Ver 5 8 O 1-Dec-2003 (c)1983-2003 ENERCALC Eng,neonng Software Title : Sierra Wireless Job# 0844 Dsgnr: JE Date: 11 :09AM, 22 DEC 08 Description : Tenant Improvements Scope: Steel Beam Design Page CALCS.ECW Floor Framing Description Stair Landing Beam (Top) General Information Steel Section: W12X19 Center Span Left Cant. Right Cant Lu : Unbraced Length Distributed Loads ;4 r» w44 #1 DL 0.068 LL 0.225 ST Start Location End Location 6.000 is ' -.. --~------------------ : Point Loads t -l ;; \ ;: - #1 Dead Load 0.540 Live Load 1.610 Short Term Location 0.750 Summary 6.00 ft 0.00 ft 0.00 ft 0.00 ft #2 #2 0.540 1.610 5.167 Factored Load Combinations .... (1) 1.4D Mu 1.027 k-ft Phi* Mn 92.625 (2) 1.20 + 1.6L ... Mu 4.541 Phi* Mn 92.625 (5) 1.2D + O.SL + 1.0E, •• Mu 2.025 Phi 'Mn 92.625 • Force & Stress Summary I rs DL Maximum _Qnjy_ Max. M+ 3.02 k-ft 0.73 Max. M- Max. M@Left Max. M @ Right Shear@ Left 3.06 k 0.75 Shear@ Right 3.00.k 0.74 Center Defl. -o.oosin -0.001 Left Cant Defl O.OOOin 0.000 Right Cant Dofl 0.000 in 0.000 ... Query Def!@ 0.000 ft 0.000 Reaction @ Left 3.06 0.75 Reaction @ Rt 3.00 0.74 -------------------- Code Ref: LRFD 3rd Edition, 2003 IBC, 2003 NFPA 5000 g Fy 50.00ksi Pinned-Pinned Load Duration Factor 1.00 Elastic Modulus 29,000.0 ksi LL & ST Act Together #3 #3 Vu Phi *Vn Vu Phi* Vn Vu Phi* Vn #4 --------- 1te! Short Term Loads Are SEISMIC Loads. n #5 #6 #7 ----~-------------------- k/ft k/ft k/ft ft ft ,tel Short Term Loads Are SEISMIC Loads. a #4 #5 #6 #7 1.052 k 77.155 4.593 77.155 2.055 77.155 k k k ft Beam OK <<-These columns are Dead + Live Load placed as noted ->> LL LL+ST LL LL+ST @ Center @ Genier @ Cants @ Cants 3.02 k-ft 3.06 3.00 -0.006 -0.006 0.000 0.000 0.000 0.000 0.000 0.000 3.06 3.06 3.00 3.00 0.000 0.000 0.000 0.000 k-ft k-ft k-ft k k 0.000 in 0.000 in 0.000 in 0.000 in k k ' ) ,, --Rev 580005 User KW--0606712, Ver5 8 0, 1-Dec-2003 (c)1983-2003 ENERCALC Eng,neertng Software Title : Sierra Wireless Job# 0844 Dsgnr: JE Date: 11 :05AM, 22 DEC 08 Description : Tenant Improvements Scope: Steel Beam Design -------------------------- Page 1 CALCS ecw Floor Framing Description Stair Landing Beam (Bottom) -------------------------·--- General Information -i I t 61 i iU f I #Ii Steel Section: W8X13 Center Span Left Cant. Right Cant Lu : Unbraced Length Distributed Loads 9.33 ft 0.00 ft 0.00 ft 0.00 ft ---, M m i & I ;;e ? & e p k e S&e #1 #2 DL 0.068 LL 0.225 ST Start Location End Location 9,333 I Point Loads -r , z ., a s-a &-, -N;;; J #1 #2 Dead Load 0,390 0.390 Live Load 1.160 1.160 Short Term Location 0.208 4.417 11 Summary I! Factored Load Combinations .... (1) 1.4D Mu 4,068 k-ft Phi* Mn 42.750 (2) 1.20 + 1.6L .•. Mu 17.727 Phi* Mn 42.750 (5) 1.2D + 0.5L + 1.0E .•. Mu 7.937 Phi* Mn 42.750 Pinned-Pinned LL & ST Act Together #3 #3 0.540 1.610 4.916 Vu Phi ·vn Vu Phi *Vn Vu Phi* Vn #4 #4 0.540 1.610 9.125 Code Ref: LRFD 3rd Edition, 2003 IBC, 2003 NFPA 5000 n #5 #5 1.852 k 49.618 . 8.063 49.618 3.611 49.618 Fy 50.00ksi Load Duration Factor 1.00 Elastic Modulus 29,000.0 ksi ,te! Short Term Loads Are SEISMIC Loads. n #6 #7 --- k/fl k/ft k/ft ft ft ,te! Short Term Loads Are SEISMIC Loads. n #6 #7 k k k ft Beam OK ----------------------------------·-------- . Force & Stress Summary -, I '' .. $# WeA1 DL Maximum ..Qn!y_ Max. M + 11.81 k-ft 2.91 Max. M- Max. M@ Left Max. M @ Righi Shear@ Left 4.76 k 1.17 Shear@ Right 5.37 k 1.32 Center Dell. -0.144in -0.035 Left Cant Dell O.OOOin 0.000 Right Cant Defl 0.000 in 0.000 ... QueryOefl@ 0.000ft 0.000 Reaction @ Left 4.76 1.17 Reaction @ Rt 5.37 1.32 «-These columns are Dead + Live Load placed as noted -» LL LL +ST LL LL +ST @ Center @ Center @ Cants @ Cants 11.81 k-fl 4.76 5.37 -0.144 -0.144 0.000 0.000 0.000 0.000 0.000 0000 4.76 4.76 5.37 5.37 0.000 0.000 0.000 0.000 k-ft k-ft k-fl k k 0.000 in 0.000 in 0.000 in 0.000 in k k n PCR08155 2200 FARADAY AV 150 SIERRA WIRELESS: CHANGE TO STAIRWAY 12-lwlM-l'n R= ...-&,G;c u>/cBO!f-1Ros_- ~G'.~ c ( ;~ l x..nd Ct?! l cs -- ))--l ~-og--&,J C,L~ ~ l / :i.-I D "'I -r..n; /0 l'-JLeO!s s; l ; rs ttr*-D"'---1:,:.. f\~ ~pee_ //5/cr/ tf'Fv~ l2. (,;¾ t loJeu,LDING 0 E -PLANNING ' tJ ~ :ENGINEERING' '.Q.-Mcif:·flREAPPMORM HEALTHDEPT -----HAZMATIAIRQIW. --------OTHER SEWER Dll1'R TO FROM ----,..---ICHOOt.fORM CFOFORM ___ .,.. ___ PEIMY«>RICSHEET ---------S~CINSP ---,...---..--PLAN CORR ---,----..,,,..-=~NG CORR ---t---1,i--..__ESGILCCJRR -------FIRECORR ... ~ ,,._ City of Carlsbad 1635 Faraday Av Carlsb~d, CA 92008 03-17-2009 Plan Check Revision Permit No:PCR09021 Job Address: Permit Type: Parcel No: Valuation: Reference #: PC#: Project Title: Applicant: AARON KROLL 619-299-0011 Building Inspection Request Line (760) 602-2725 2200 FARADAY AV CBAD PCR Status: 2121204100 $0.00 CB081805 Lot#: 0 Applied: Construction Type: NEW Entered By: SIERRA WIRELESS: REVISED EXIT PLAN Plan Approved: Issued: Inspect Area: Owner: D L FARADAY LP C/O DRA ADVISORS LLC 220 E 42ND ST #27 NEW YORK NY 10017 Plan Check Revision Fee Additional Fees Total Fees: $60.00 Inspector: Total Payments To Date: FINAL APPROVAL Date: $60.00 Balance Due: Clearance: ISSUED 03/10/2009 JMA 03/17/2009 03/17/2009 $60.00 $0.00 $0.00 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 protest procedures 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 planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which vou have nreviouslv been aiven a NOTICE similar to this or as to which the statute of limitations has oreviouslv otherwise exoired. City Of Carlsbad ,.,- Plan Check Revision No. :s?:%-3iil@ Ga 1 • 4'\jPriginal Plan Check No. c~ o g .. I 8'6 Project Address 2--'2-00 F4 KAt, AT Date .3 / '0 (o "'J Name of Business at Project Address _______ . _________________ _ Contact Aft(,WN kroll . Ph (e(q .. z.q'1-QOl{Fax&l't .. 2.'t1 .. ~""S1/'I Email ________ _ Contact Address ~bt} ~/lv,e.. Sle 2-'7<) City ~-D);'o/b Zip 9216,.3 General Scope of W~rk /<£(/15E E)<i ZZ'f!j ·Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 Elements revised: D Plans D Calculations D Soils · D Energy D Other __________ _ 2 Describe revisions in detail 5 Does this revision, in any way, alter the exterior of the project? 6 Does this revision add ANY new floor area/s)? D Yes 7 Does this revision affect any fire related issues? D Yes 8 Is this a complete set? D Yes D No 3 List page(s) where each revision is shown D Yes D No D No 4 List revised sheets that replace existinq sheets D No - ..@S'Signature ___________________________ _ 1635 Faraday Avenue, Carlsbad, CA 92008 P.hone: 760-602-2717 / 2718 / 2719 Fax: 760-602-8558 (;arlsb~d Fire Department Plan Review Requirements Category: PCR , Date of Report: 03-17-2009 Reviewed by: Q,J JJ®o/) Name: Address: co PY BLDG.DEPT Permit#: PCR09021 Job Name: SIERRA WIRELESS: REVISED EXIT Job Address: 2200 FARADAY AV CBAD to Conditions: Cond: CON0003344 [NOT MET] 1. Doors in path egress that accomodate greater than 49 persons shall swing in the path of egress and be equipted with panic hardware. ( doos adjacent romms 117 and 123). 2. Panic hardware shall be installed on all required egress doors ( exit door to main foyer -south side). Entry: 03/16/2009 By: cwong Action: CO Cond: CON0003349 [MET] ** APPROVED: es "clouded", THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUEANCE OF A BUILDING PERMIT. THIS APPROVAL IS SUBJECT TO FIELD INSPECTIONS, ANY REQUIRED TESTS, FIRE DEPARTMENT NOTATIONS, CONDITIONS IN CORRESPONDENCE AND COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE ANY VIOLATION OF THE LAW. Entry: 03/17/2009 By: cwong Action: AP ·c:;arlsbad Fire Department Plan Review Requirements Category: PCR , Date of Report: 03-16-2009 Name: Address: BLDG. DEPT COPY Permit#: PCR09021 Job Name: Job Address: SIERRA WIRELESS: REVISED EXIT 2200 FARADAY AV CBAD ~ 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, with changes "clouded", to this office for review and approval. Conditions: Cond: CON0003344 [NOT MET] 1. Doors in path egress that accomodate greater than 49 persons shall swing in the path of egress and be equipted with panic hardware. (doos adjacent romms 117 and 123). 2. Panic hardware shall be installed on all required egress doors ( exit door to main foyer -south side). Entry: 03/16/2009 By: cwong ~ . ' LETTER OF TRANSMITTAL: To: City of Carlsbad 1635 Faraday Avenue Carlsbad, CA 92009 ' ' Attention: Tim Phillips D Project/Reference: Sierra Wireless (08-1805) D Att h d E 'f Pl ace : XI mg an Quanitv: Description: 2 D Remarks: March 10, 2009 Tim, Can you please review the revised exiting plan for Sierra Wireless at 2200 Faraday Avenue. Please let us know if this concept will be approved. Please feel free to give me a call to discuss at 619-299-0011. Thank you, Aaron Kroll Donald Pitman Design QJ cc: 3900 Fifth Avenue Suite 290 San Diego, CA 92103 t: 619.299.0011 f: 619.299.5544 dpdesigninc.com PCR09021 2200 FARADAY AV SIERRA WIRELESS: REVISED EXIT PLAN 0/10(0<,-to Gse-i·L /Ss&t'L.." ~ CB08180S- CiTZJ @. PCt<_ FtY<.J'2.. ft I -r~ h/t"S a serj pav VV\DP. 5(rllo1-f~ /lip -sG~ -k) ;re,-/4t/CA) ?~ /&MW w,1// k /4,.,~ /?/,Ke r---(]~ Pv-rn;-.s @_, P'CYc- 0/11/0 'I -(JI:... r-{!;,u~ + /J'lf" :5/ t7 / D 1 -.1-S S uE..L) ,.,., · i -, TITLE 24 REPORT Title 24 Report for: Sierra Wireless -Server Rms 2200 Faraday Ave. Carlsbad, CA 92008 Project Designer: Donald Pitman Design, inc. 3900 Fifth Ave. Suite 290 San Diego, CA 92103 (619) 299-0011 Report Prepared By: Tom Harinton HARINTON MECHANICAL DESIGN INC 225 Franl<lin ST. Suite A Grand Haven, Ml 49417 (858) 435-4803 Job Number: Date: 9/18/2008 The EnergyPro computer program has been used to perform the calculalions 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 2005 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC • www.energysoft.com. · EnergyPro 4.4 by EncrgySoft Job Number: User Number: 4945 Ptl\Dfl-5£ {7µ1 CJJ tJY/ ?OS TABLE OF CONTENTS Cover Page 1 Table of Contents 2 Form MECH-1-C Certificate of Compliance 3 Form MECH-MM Mechanical Mandatory Measures 5 HVAC System Heating and Cooling Loads Summary 7 EnergyPro 4.4 by EnergySOll Job Number: User Number. 4945 • I lcERTIFICATE OF COMPLIANCE (Part 1 of 2} MECH-1-C I PROJECT NAME DATE Sierra Wireless -Server Rms 9/18/2008 PROJECT ADDRESS 2200 Faraday Ave. Carlsbad Building Permit fl. PRINCIPAL DESIGNER• MECHANICAL TELEPHONE Victor Newman (619) 865--8235 DOCUMENTATION AUTHOR TELEPHONE Checked by/D.ite HARINTON MECHANICAL DESIGN INC (858) 435-4803 Enforcement Agency ., __ G .... , ..... ,.., .. 1•,IILJIN DATE OF PLANS I BUILDING coNomoNED FLOOR AREA 745sq,Ft. ICUMATEZONE 7 BUILDING TYPE IX} NONRESIDENTIAL D HIGH RISE RESIDENTIAL D HOTEL/MOTEL GUEST ROOM PHASE OF CONSTRUCTION 00 NEW CONSTRUCTION D ADDITION D ALTERATION D UNCONDmONED (File Affidavit) METHOD OF MECHANICAL [X} PRESCRIPTIVE D PERFORMANCE COMPLIANCE PROOF OF ENVELOPE COMPLIANCE 0 PREVIOUS ENVELOPE PERMIT 0 ENVELOPE COMPLIANCE ATTACHED IIS I A I•., ... -~, nS:: cnMDI IA•1Cf: This Certificate of Compliance lists the building features and performance specifications needed to eomply with Title 24, Parts 1 and 6 of the California Code of Regulations. This certificate applies only to bullding mechanical requirements. The documentation preparer hereby certifies that the documentation is accurate and complete. DOCUMENTATION AUTHOR 'SIGNATURE ..$-jl /./4.,4,~ !DATE Tom : :~,;, ... iii 9-18-08 The Principal Mechanical Designer hereby certifies that the proposed building design represented in this set of construction documents Is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application. The proposed building has been designed to meet the mechanical requirements contained in the applicable parts of Sections 100, 101, 102, 110 through115, 120 through 125, 142, 144, and 145. !iJ The plans & specifications meet the requirements of Part 1 (SecUons 10-103a}. [ii The lnstallallon cert1fiec1tes meet the requlremen!S of Part 1 {10-103a 3). [il The operation & maintenance lnfonnatlon meets the requirements of Part 1 (10·103c). Please check one: (These sectionsof the Buslness and Proresslons Code are printed In full In the Nonresidential Manual.) O I hereby affirm that I am eligible under the provisions or Division 3 or !he Business and Professions Code to sign lhls document as the person responsible for Its preparation; and that I am llcensed in the Stale of California as a civll engineer, or mechanlcal engineer or I am a llc:ensed archllecL Iii I affirm that I am eligible under the exemption to DiVlslon 3 of the Business and Professions Code by Section 5537.2 or 6737.3 1o slgn thls documentas Iha person responsible ror Its prep.iratlon; and that I am a licensed contractor performing this work. O I affirm that I am eligible under the exemption lo Dlvlslon 3 of the Business and Professions Code to sign this document because It pertains to a structure or type of work described pursu.int to Business and Professions Code sections 5537, 5538, and 6737 .1. PRINCIPAL MECHANICAL DESIGNER-NAME I SIGNATURE D.. W IDATE ILIC.# ~c--Air 9-18-0R 6694?1 11111~T1.11l lCT•n111111;:i:. TQ APPi l~J\NT Oil MECH-1-C: Certificate of Compliance. Part 1, 2, 3 of 3 are required on plans for all submittals. o MECH-2-e, Air/Water/Service/Water Pools Requirements. Part 1 of 3, 2 of 3, 3 of 3 are required for all submittals, but may be on • plans. DMECH-3-C: Mechanical Ventilation and Reheat is required for all submittals with mechanical ventilation, but may be on plans. OMECH-4-C: HVAC Misc. Prescriptive Requirements Is required for all prescriptive submlttals, but may be on plans. DMECH-5-C: Mechanical Equipment Details are required for all performance submittals. EnorgyPto 4.4 by l:nergySon User Number: 4945 Job Number: Pege:3of7 T ICERTIFICA TE OF COMPLIANCE (Part 2 of 2) MECH-1-C I PROJECT NAME Sierra Wireless -Server Rms DATE 9/18/2008 Designer: This form ls to be used by the designer encl attached to the plans. Listed below are all the acceptance tests for mechanical systems. The designer Is required to check the boxes by all acceptance tests that apply and list all equipment that requires an acceptance test. II all equipment of a certain type requfres a test, list the equipment descripllon and the number of eystems to be tested In parentheses. The NJ number designates the Section In the Appendix of the Nonresidential ACM Manual that describes the test. Also indicate the person responsible ror performing the tests (I.e. the installing contractor, design professional or an agent selected by the owner). Since this form will be part of the plans, completion of this section will allow the responsible party to budget fol' the scope of work appropriately. Building Departments: SYSTEM ACCEPTANCE. Before an occupancy permit is granted for a newly constructed building or space, or a new space-conditioning system seNing a building or space is operated for normal use, all control devices serving the bulldlng or space shall be certified as meeting the Acceptance Requirements for Coda Compliance. In addition a Certificate of Acceptance, MECH·1·A Form shall be submitted to the building department that certifies plans, specifications, installation certificates and ooeralina and maintenance information meet the ret1ulrements of Section 10-103Ibl and Tide 24 Part 6. STAT OFCcieb:IANCE Gel MECH-2-A: VenUlalion System Acceptance Document -Variable Air Volume Systems Outdoor Air Acceptance Installing -Constant />Jr Vorume Systems Outdoor Air Acceptance Equipment requiring acceptance testing All ~leotilatioo S¥stems Sball Be Certified 1"'1 mqul/11<10JI aa Now systems bo!IINaw Conatnialonl:!~ J~alling Contractor Contractor Ix) MECH-3-A: Packaged HVAC Systems Accerttf {i. Document • Equipment requiring acceptance testing AIJ\C Systems Shall Be Certified By Installing lostalliag Cootcactor Contractor T0$1roqulrodonaaNow,yste1mbolhNowConstllJClionandRelmlit. D MECH-4-A: Air-Side Economizer Acceptance Document Equipment requiring acceptance testing Tastroquimd ona/J N.w4Y3lo,m both New Consln.oi:tionllnd Rl>lnlfit. Uni# with KOl>Omi1013 lhat aroinslalledar lh8 f.Jt:to,yandcerof.Bd l\ith lh8 ~ do not ,equlre equipment l9Sli!lg but do lllqu/1& conslnJct/Oll /ns~n. 0 MECH-5-A: Air Dislribullon Acceptance Document Equipment requiring acceptance testing Thi$ 111.t requlmd Ill/JO unit SMH 6,000112 cl ipace arloas and 261' Of l110/II of I/Ill duel• at& In noncontf~omxl or '°"*"ndticned opacr, /1/<0 an a/tic, Now ,yste,m lhal meat Ula ab..., roqulremortls. Rerrc6t ~ I/JIit meet Iha abOW requ/1"t1111n/s aal flilheremmdductS, re~ducts or replaee the ,m/r1J9edlJllit 0 MECH-6-A: Demand Control Ventilation Acceptance Document Equipment requiring acceptance testing NJ mw DCV amlml# lnslailed en MW oroxistin9 pacl<agod sy,t,,ms n:ust1,e toSled. 0 MECH-7-A: Supply Fan Variable Flow Control Acceptance Document Equipment requiring acceptance testing N/ (>(JW VAVfall vd1i11111ccntrol1 Installed onneworoxiSMgJYSIVIN must Ila !uslad 0 MECH-8•A: -Hydronlc System Control Acceptance Document -Variable Flow Controls ~ (0 Clil/ed IJlld hotWlller sys/oms. -Automatic Isolation Controls AFf,liutoMWboillmandCll/Jlorsand/hoptfma,ypump:1amcontXJ<11a<1roacommanl!llader. -Supply WaterTemperature Reset Controls ApfJ{iOfloMH~6CW~andnotwaterl)'St1imlhafhaYIJadtwQncapacitygreaterlhllnoreqllll1to6()1J,OOOB/ulbr. -Water-loop Heat Pump Controls Applles lo 1111 nawwate,tcop /Hnlp,,tllpfy#Om$ whotrt Ille comlllnad loop pumps 1Wgroaror than S hp. -Variable Frequency Controls Appfies to a11 MWdisltlbJJtion pumps on now Wlfab/o ffc,wdll1Jod. hy<fmn/c lleal pump cra,ndenser_,a,stomswflOIDthOpumpsmotor.1-greahltu,an6t,p. Equipment reauirina accelltance testing EnergyPro 4.4 bi,t EnergySolt User Number. 4945 Job Number: Page:4 Of7 ' . IMECHANICAL MANDATORY MEASURES PROJECT NAME Sierra Wireless -Server Rms DESCRIPTION Equipment and Systems Efficiencies 00 §111 Any appliance for which there Is a California standard established In tho Appllanco Efficiency Regulations will comply with the applicable standard. [&] §116(8) Fan type central furnaces shall not have a pilot llghL 1K] §123 Piping, except that conveying fluids at temperatures between 60 and 106 dogrues Fahrenheit, or within HVAC equipment, shall be Insulated In accordance with Standards Section 123, !Kl §124 Air handling duct systems shall be Installed and Insulated In compliance with Sections 601, 602, 603, 604, and 605 of tho 2001 CMC Standards. Controls §122(8) Each apace conditioning system shall be Installed with one of tho followlng: 00 §122(o)1A Each space conditioning system serving building types such as offices and manufacturing facilities (and all others not explicitly exempt from the requirements of Section 112 (d)) shall be Installed with an automaUc time switch with an accessible manual override that allows operation of tho system during off-hours for up to 4 hours. Tho time switch shall be capable of programming different schedules for weekdays and weekends and have program backup capablllUes that prevent tho loss of the device's program and time setUng for at toast 10 hours If power Is lnterruptodi or D §122(e)1B An occupancy sensor to control the operating period of tho syatom; or D §122(e)1C A 4-hour timer that can be manually operated to control tho oporaUng period of the system. 00 §122(0)2 Each space condlUonlng system shall be Installed with controls that temporarily restart and temporarily operate tho system as required to maintain a setback hoaUng and/or a setup coollng thennostat setpolnL D §122(9) Each space conditioning system serving multiple zones with a combined conditioned floor area more than 25,000 square foal shall be provided with Isolation zones. Each zone: shall not exceed 26,000 square feat; shall be provided with lsolaUon devices, such as valves or dampers, that allow tho supply of heating or cooling to be setback or shut off Independently of other lsolaUon areas; and shall be controlled by a time control device as described above. Ix) §122(a&b) Each space condlUonlng system shall be controlled by an Individual thermostat that responds to temperature within tho zone. Where used to control heating, the control shall be adjustable down to 55 degrees F or lower. For cooling, the control shall be adjustable up to 85 degrees F or higher. Whore used for both heating and cooling, the control shall be capable of providing a doadband of at least 5 degrees F within which the supply of heaUng and coollng Is shut off or reduced to a minimum, r&I §122(c) Thermostats shall have numeric aetpolnta In degrees Fahrenheit (F) and adjustable setpolnt stops accoaslble only to authorized personnel. D §112(b) Heat pumps shall be Installed with controls to prevent olactrlc resistance supplementary heater oporallon when tho heating load can be met by the heat pump alone. Part 1 of 2 MECH .. MM DATE 9/18/2008 Designer Enforcement EnergyPro 4.4 by EnergySoft User Number: <1945 Job Number: Pa e:5of7 ----·----·-· -------------------=9-~- IMECHANICAL MANDATORY MEASURES Part 2 of 2 MECH .. MM) PROJECT NAME Sierra Wireless -Server Rms Description Ventilation [ID §l21(e) Controls shall be provided to allow outulde air dampers or devices to be operated at the ventilation rates as specified on these plans, lKl §122(1) Gravity or automatic dampens Interlocked and closed on fan shutdown shall be provided on the outside air Intakes and discharges of all space conditioning and exhaust systems, lKl §122(1) All gravity ventllaUng systems shall bo provided with automatic or readily accessible manually operated dampers In all openings to tho outside, except for combustion air openings, D §121(1)1 Air Balancing: The system shall be balanced In accordance with the National Environmental Balancing Bureau (HEBB) Procedural Standards (1983), or Associated Air Balance Council (AABC) National Standards (1989); or 00 §121(1)2 Outside Air Certification: Tho system shall provide tho minimum outside air as shown on tho mechanical drawings, and shall bo measured and certmod by the Installing llcensed C,20 mechanlcal contractor and certified by (1) tho design mechanical engineer, (2) the Installing llconced C-20 mechanical contractor, or (3) the pe1$on with overall responslblllty for the design of the vontllatlon system: or D §121(1)3 Outside Air Measurement: Tho system shall be equipped with a calibrated local or remote device capable of measuring tho quantity of outside air on a continuous basis and displaying that quantity on a readily accessible display dlvlco; or D §121(1)4 Another method approved by tho Commlsolon. Service Water Heating Systems !XI §113(b)2 If a circulating hot water system Is Installed, It shall have a control capable of automatically turning off the circulating pump(&) when hot water Is not required. 00 §113{c) Lavatories In restrooms of public facilities shall be equipped with controls to llmlt the outlet temperature to 110 degrees F. EnergyPro 4.4 by EnergySoft User Number. 4945 Job Number. DATE 9/18/2008 Designer Enforcement Parie:6of7 ·, iHVAC SYSTEM HEATING AND COOLING LOADS SUMMARY PROJECT NAME DATE Sierra Wireless -Server Rms 9/18/2008 SYSTEM NAME FLOOR AREA 10 745 1NGINEERING CHECKS SYSTEM LOAD Number of Svstems 2 COIL COOLING PEAK COIL HTG. PEAK Heating System CFM Sensible Latent CFM Sensible Output per System 0 Total Room Loads 3,407 83,704 55~ 0 0 Total Output (Btuh) 0 Return Vented Lighting 0 Output (Btuhlsqft) 0.0 Return Air Ducts 4,185 0 Cooling Svstem Return Fan 0 0 Output per System 57,500 Ventilation 11~ 968 2,25~ 112 4,33E Total Output (Btuh) 115,000 Supply Fan 0 0 Total Output (Tons) 9.6 Supply Air Ducts 4,185 0 Total Output (Bluh/sqft) 154.4 TOTAL SYSTEM LOAD I 93,04~ 2,81~ I 4,3381 Total Output (sqft/Ton) 77.7 AlrSvstem IMVAc=nlllDRAENTSELECTION - CFM per System 2,000 § Airflow (cfm) 4,000 1 carrier 38HDR·060/FC40-060 107,602 0 Airflow (cfm/sqft) 5.37 Airflow (cfm/Ton) 417.4 Outside Air(%) 2.8 Total Adjusted System Output I 107,6021 ol I oJ (Adjusted for Peak Design COl'lditions} Outside Air (cfm/sqft) 0.15 TIME OF SYSTEM PEAK I Jan 11 eml I Jan12aml Note: values above given at ARI condiUons HEATING SYSTEM PSYCHROMETRICS IAlrstream Temoeratures at Time of Heatlna Peak\ 34.0°F 69.0°F 69.0°F 11 110.0°F ~ .I ~ . :. b Supply Air Ducts 9 ~ , ,. ,. (i) . .,. Outside Air 112cfm JV 110.0°F Supply Fan Heating Coll j I\ 4000cfm I ROOMS I 70.0°t= 70.o°F ~ J . 6 Retum Air Ducts 9E I ... ,. .... ::oOLING SYSTEM PSYCHROMETRICS IAlrstream Temoeratures at Time of Coollna Peak1 83.0/67.8°F 75.2 / 59.1 OF 75.2 I 58.9°F 50.2148.8 OF -_I ~ -:6 Supply Air Ducts q '"""l r ,. , (i) r Outside Air 112 cfm ;~ Supply Fan Cooling Coil 51.2149.2 Of ,~ 4000cfm 38.6% R.H. I ROOMS! 75.0/58.8 °F 74.0158.4 of ~ ,. . E Return Air Ducts SE I ... ,. ""' EnergyPro u by EnergySon User Number: 4845 Job Number: Page:7Gf 7 \· City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 03-17-2009 Plan Check Revision Permit No:PCR09006 Job Address: Permit Type: Parcel No: Valuation: Reference #: PC#: Project Title: Applicant: ARAN KROLL STE 290 3900 FIFTH AV Building lnspeatien Request Line (760) 602-2725 2200 FARADAY AV CBAD PCR Lot#: 0 2121204100 $0.00 Construction Type: NEW CB081805 SIERRA WIRELESS-ADD GENERATOR @ EXTERIOR ON PAD. & MINOR ELECTRIC REVISIONS Owner: D L FARADAY LP Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: C/O ORA ADVISORS LLC 220 E 42ND ST #27 SAN DIEGO CA 92103 619 299-0011 NEW YORK NY 10017 Plan Check Revision Fee Additional Fees Total Fees: $180.00 Inspector: Total Payments To Date: $180.00 Balance Due: FINAL APPROVAt- Date: Cle.arance: ISSUED 01/21/2009 RMA 03/17/2009 03/17/2009 $180.00 $0.00 $0.00 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 protest procedures 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 planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which vou have nreviouslv been aiven a NOTICE similar to this or as to which the statute of limitations has oreviouslv otherwise exoired. -f.aty of Carlsbad 1635 Faraday Ave., Carlsbad, CA 92008 760-602-2717 / 2718 / 2719 Fax: 760-602-8558 It) I) [ I , www.carlsbadca.gov UV\ f:, ('I)_ -a.;;,,i- Building Permit Application UJ 0 JOB ADDRESS J.-oo J.. Plan Check No. Est. Value Plan Ck. Deposit Date SUITE#/SPACE#/UNIT# S-0 CT/PROJECT# LOT# # BATHROOMS TENANT BUSINESS NAME CONSTR, TYPE OCC. GROUP EXISTING USE GARAGE (SF). PATIOS (SF) DECKS (SF) CONTACT NAME (!f Different Fom Applicant) APPLICANT NAME ADDRESS CITY PHONE EMAIL PROPERTY OWNER NAME CONTRACTOR BUS. NAME ADDRESS ADDRESS CITY STATE ZIP CITY PHONE FAX PHONE EMAIL EMAIL ARCH/DESIGNER NAME & ADDRESS STATE LIC.# FIREPLACE YESD #_ NOD· STATE FAX STATE FAX CLASS AIR CONDITIONING YES D NOD ZIP ZIP CITY BUS. UC.# FIRE SPRINKLERS YES D NOD (Sec. 7031.5 Business and Professions Code: Any City or Countx which requires a permit ficensed J)Ursuant to the provisions of the Contractor's License law {Chapter 9, demolish or reP.air any structure, prior to its issuance, also requires the aP.plicant for such permit to file a signed statement that he is · · of the Business and Pro,essions Code} or that he is exempt there from, and the basis for the alleged exemption. Any violation of {$500}). Section 7031.5 by any applicant for a permit subjects the applicant to a civil "• •' .'."'"'" .. , Workers' Compensation Declaration: / hereby affirm under penalty of perjury one of the following declarations: < :, ~' l,, :, {,:', ,< ,,,, ,.,., ' '' .,,,:. ,_' _;' :,~ ': ' . _.', D I have 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. D I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Insurance Co. ____________________ Policy No. _____________ Expiration Date _________ _ This section need not be completed if the permit is for one hundred dollars ($100) or less. D 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' compensation coverage is ~nlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. Ji6 CONTRACTOR SIGNATURE DATE I hereby affirm that I am exempt from Contractor's License Law for the following reason: D I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). D I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). D I am exempt under Section ____ .Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. D Yes D No 2. I (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 (include name address/ phone/ contractors' license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name/ address/ phone/ contractors' license number): 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name/ address/ phone/ type of work): Ji:S PROPERTY OWNER SIGNATURE DATE Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? D Yes D No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? OYes ONo Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? D Yes D No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED 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 lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name Lender's Ad9ress '' _;,/_,;',': ,,. '•,, ',' I certify that I have read the application and state that the above infonnation is correct and that the infonnation on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, 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 for excav~tions ov. 5'0' deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the Building O I a e revisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the buildi ork authon u permit is suspended or abandoned at any time after the work is commen 1 ced'-_r a period of 180 days (Section 106.4.4 Unifonn Building Code). /i6 APPLICANT'S SIGNATURE ----DATE / /fl I /tJ? BUILDING PLANCHECK CHECKLIST DATE: t/J;. lo C/ PLANCHECK NO.: f/o'Tc,£.o '70()6 BUILDING ADDRE~S: JJp::::> fbv-vxfa / ~ /,s' 1:> 7 PROJECT DESCRIPTION: €(~ )J;dLd1t11?&-J u2JK~r Q'(h...s-,~ ASSESSOR'S PARCEL NUMBER: dfJ -/~ EST. VALUE: _0 __ _ ENGINEERING DEPARTMENT APPROVAL DENIAL The item you have submitted for review has been approved. The approval is based on plans, information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build. 0 A Right-of-Way permit is required prior to construction of the following improvements: Please see th ached report of deficiencies marked with Make necessary corrections to plans or specifi tio s for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. By: Date: FOR OFFICIAL USE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT: D Dedication Application D Dedication Checklist D Improvement Application D Improvement. Checklist D Neighborhood Improvement Agreement D Grading Permit Application D Grading Submittal Checklist D Right-of-Way Permit Application D Right-of-Way Permit Submittal Checklist and Information Sheet D Storm water Applicability Checklist Name: Date: 3-3 o ENGINEERING DEPT. CONTACT PERSON JOANNE JUCHNIEWICZ City of Carlsbad Address: 1635 Faraday Avenue, Carlsbad, CA 92008 Phone: (760) 602-2775 CFD INFORMATION Parcel Map No: Lots: Recordation: Carlsbad Tract: F:1Bu1LD1N~Fffl!ffll:<FEM1t1ay0Avenue • c1:1rlsbad, CA 9200i3-7314 • (760) 602-2720 • FAX (760) 60211.'8'5'6"2 @ ' 4 l 1ST 2ND 3RD D tJ D D D D D D D F:IBUILDING PLANCHECK CKLST FORM.doc BUILDING PLANCHECK CHECKLIST SITE PLAN 1. A. B. C. D. E. 2. A. B. C. D. 3. A. B. C. Provide a fully dimensioned site plan drawn to scale. Show: North Arrow F. Right-of-Way Width & Adja~ent Streets Existing & Proposed Structures G. Driveway widths Existing Street Improvements H. Existing or proposed sewer lateral Property Lines I. Existing or proposed water service Easements J. Existing or proposed irrigation service Show on site plan: Drainage Patterns 1. Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. 2. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building." Existing & Proposed Slopes and Topography Size, type, location, alignment of existing or proposed sewer and water service (s) that serves the project. Each unit requires a separate service, however, second dwelling units and apartment complexes are an exception. Sewer and water laterals should not be located within proposed driveways, per standards. Include on title sheet: Site address Assessor's Parcel Number Legal Description For commercial/industrial buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. EXISTING PERMIT NUMBER DESCRIPTION 2 Rev. 7/14/00 BUILDING PLANCHECK CHECKLIST 1 ST 2ND 3RD DISCRETIONARY APPROVAL COMPLIANCE D D D 4a. Project does not comply with the following Engineering Conditions of approval for Project No. _______________________ _ D D D 4b. All conditions are in compliance. Date: _________ _ D D D D D D F:IBUILDING PLANCHECK CKLST FORM.doc DEDICATION REQUIREMENTS 5. Dedication for all street Rights-of-Way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with ·a value at or exceeding $ 17,000 , pursuant to Carlsbad Municipal Code Section 18.40.030. Dedication required as follows: ________________ _ · Dedication required. please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 ½" x 11" plat map and submit with a title report. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. Attached please find an application form and submittal checklist for the dedication process. Submit the completed application form with the required checklist items and fees to the Engineering Department in person. Applications will not be accept by mail or fax. Dedication completed by:____________ Date: ___ _ IMPROVEMENT REQUIREMENTS 6a. All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $ 82,000 , pursuant to Carlsbad Municipal Code Section 18.40.040. Public improvements required as follows: ____________ _ Attached please find an application form and submittal checklist for the public improvement requirements. A registered Civil Engineer must prepare the appropriate improvement plans and submit them together with the requirements on the attacQed checklist to the Engineering Department through a separate plan check process. The completed application form and the requirements on the 3 Rev. 7/14/00 D D D D D D D o· D D D D D D D D D D F:\BUILDING PLANCHECK CKLST FORM.doc BUILDING PLANCHECK CHECKLIST checklist must be submitted in person. Applications by mail or fax are not accepted. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of building permit. Improvement Plans signed by: _________ _ Date: ---- 6b. Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $430 so we may prepare the necessary Neighborhood Improvement Agreement. This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit. Future public improvements required as follows: 6c. Enclosed please find your Neighborhood Improvement Agreement. Ple.ase return agreement-signed and notarized to the Engineering Department. Neighborhood Improvement Agreement completed by: Date: 6d. No Public Improvements required. SPECIAL NOTE: Damaged or defective improvements found ·adjacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy. GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 15.16.010 of the Municipal Code. 7a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities in cubic. yards (cut, fill, import, export and remedial). This information must be included on the plans. 7b. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted together with the completed application form attached. NOTE: The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit. Grading Inspector sign off by: Date: 7c. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) 4 Rev. 7/14/00 BUILDING PLANCHECK CHECKLIST 1 ST 2ND 3RD D D D 7d .No Grading Permit required. D D D 7e. If grading is not required, write "No Grading" on plot plan. D D D D D D D D D D F:IBUILDING PLANCHeCK CKLST FORM.doc MISCELLANEOUS PERMITS 8. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tying into public storm drain, sewer and water utilities. Right-of-Way permit required for: 9. INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad sewer service area, you need to contact the City of Carlsbad, Development Services Division, located at 1635 Faraday Ave, Carlsbad, CA 92008. City staff can provide forms and assistance. · You may telephone (760) 602-2750 for assistance. 10. NP DES PERMIT Complies with the City's requirements of the National Pollutant Discharge Elimination System (NPDES) permit. The applicant shall provide best management practices to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas. Plans for such improvements shall be approved by the City Engineer prior to issuance of grading or building permit, whichever occurs first. 1 a.a.STORM WATER COMPLIANCE FORM ~uires PSWP (project storm water permit): # '?Sf OC/ (j 6 5 ~ ~ier I/Tier II (Requires SWPPP) -Please comple\~ attached forms D Exempt -Please complete attached exemption form 11. FEES D Required fees are attached D No fees required (Refer to attached flow chart to determine if proposed project is subject to new drainage fees) 5 Rev. 7/14/00 ~ ,,,-... i ~ ~ ~-0 ~ ~ '£ .t. -l i~ '.;) ~-~ -~ ~ s ~ '---' ~ld-~. ~iYli't A-fpl,c:&-'A-uv1 tJO '(e':) \~ M~vl-- 'ie"=-\(\O/fta6Mf) 1V)\f'H"'(clv5 6~ ~ 50% tH '('IW'e,? "e:, "I~ '{e-5 "(e'.:> r-,)0 ~ g n.. 0 'i£5 2 t 0.. i ~ t~ I '?f cg DJ •.ii (0 -t ~ l l '- !.I D D D F:IBUILDING PLANCHECK CKLST FORM.doc BUILDING PLANCHECK CHECKLIST WATER METER REVIEW 12a. Domestic (potable) Use Ensure that the meter proposed by the owner/developer is not oversized. Oversized meters are inaccurate during low-flow conditions. If it is oversized, for the life of the meter, the City will not accurately bill the owner for the water used. • All single family dwelling units received "standard" 1" service with 5/8" service. • If owner/developer proposes a size other than the "standard", then owner/developer must provide potable water demand calculations, which include total fixture counts and maximum water demand in gallons per minute (gpm). A typical fixture count and water demand worksheet is attached. Once the gpm is provided, check against the "meter sizing schedule" to verify the anticipated meter size for the unit. • Maximum service and meter size is a 2" service with a 2'' meter. • If a developer is proposing a meter greater than 2", suggest the installation of multiple 2" services as needed to provide the anticipated demand. (manifolds are considered on case by case basis to limit multiple trenching into the street). • A 1" meter is required for all residential units that need to be fire sprinkled. ),a, Criteria: Measured from centerline of street, fire hose must reach to the center of the farthest wall. If more than 100', fire sprinklers may be required. ),a, Any building or dwelling over 5,000 sq ft. This is for the entire structure, not just footprint. ),a, Measured from eave to eave, ten (10) feet or less from adjoining structure. ),a, Double pan handle lots with shared driveways. 12b. Irrigation Use (where recycled water is not available) All irrigation meters must be sized via irrigation calculations (in gpm) prior to approval. The developer must provide these calculations. Please follow these guidelines: 1. If the project is a newer development (newer than 1998), check the recent improvement plans and observe if the new irrigation service is reflected on the improvement sheets. If so, at the water meter station, the demand in gpm may be listed there. Irrigation services are listed with a circled "I", and potable water is typically a circled "W". The irrigation service should look like: STA 1 +00 Install 2" service and . 1.5: meter (estimated 100 gpm) 6 Rev. 7/14/00 ' . -! >.l D D D F:IBUILDING PLANCHECK CKLST FORM.doc BUILDING PLANCHECK CHECKLIST 2. If the improvement plans do not list the irrigation meter and the service/meter will be installed via another instrument such as the building plans or grading plans (w/ a right of way permit of course), then the applicant must provide irrigation calculations for estimated worst-case irrigation· demand (largest zone with the farthest reach). Typically, Larry Black has already reviewed this if landscape plans have been prepared, but the applicant must provide the calculations to you for your use. Once you have received a good example of irrigation calculations, keep a set for your reference. In general the calculations will include: > Hydraulic grade line > Elevation at point of connection (POC) > Pressure at POC in pounds per square inch (PSI) > Worse case zone (largest, farthest away from valve > Total Sprinkler heads listed (with gpm use per head) > Include a 10% residual pressure at point of connection 3. In general, all major sloped areas of a subdivision/project are to be irrigated via separate irrigation meters (unless the project is only SFD with no HOA). As long as the project is located within the City recycled water service boundary, the City intends on ·switching these irrigation services/meters to a new recycled water line in the future. 12c. Irrigation Use (where recycled water is available) 1. Recycled water meters are sized the same as the irrigation meter above. 2. If a project fronts a street with recycled water, then they should be connecting to this line to irrigate slopes within the development. For subdivisions, this should have been identified, and implemented on the improvement plans. Installing recycled water meters is a benefit for the applicant since they are exempt from paying the San Diego County Water Capacity fees. However, if they front a street which the recycled water is there, but is not live (sometimes they are charged with potable water until recycled water is available), then the applicant must pay the San Diego Water Capacity Charge. If within three years, the recycled water line is charged with recycled water by CMWD, then the applicant can apply for a refund to the San Diego County Water Authority (SDCWA) for a refund. However, let the applicant know that we cannot guarantee the refund, and they must deal with the SDCWA for this. 7 Rev. 7/14/00 ' ' J BUILDING PLANCHECK CHECKLIST . D DD 13. Additional Comments: F:IBUILOING PLANCHECK CKLST FORM.doc 8 Rev, 7/14/00 'lF~ 'PER,,, jli© Novel,.,fo~GIS ,:.· ,@ Draina,ge Structur .. ~ -: 0 b~ainqge c~nduit :0 0 Sewer Structure . ' ' ' ~ ' . ' . ,QI. O :Sewer Main :rJ · J)i·~:;~~e;1a.nc~ · .· g Water Se~c~ {) ,Wai~r Ma);1~ . . \I . ci W?i~r i-lyd~ant .· .. If · ·~ O: P~n;ei :s·~undati~.s 1 . y ... 0 Slope 2005. . . . . 0 ci ~iqter ·spdt~s . 01· . .(J?:C,;infqur Lin~i~;. -'2005 . : · . br. .o B~!11dlng P~niiit~ · Jl . o Plan)ii~g Projects CITY OF CARLSBAD STANDARD FORM-TIER 1 STORM WATER POLLUTION PREVENTION PLAN -JI l',; - . _,, STORM WATER COMPLIANCE CERTIFICATE ./ My project Is not In • category of permit types exempt from the Construction SWPPP requirements ./ My project Is not located lnslds or within 200 feet of an environmentally sensitive area with a slgniftcant potential for contributing pollutants to nearby receMng waters by WO'/ of storm water runoff or non-storm water dlscharge{s). • ./ My project does not requires a grading plan pursuant to the Carlsbad Grading Ordinance (Chap~ 15.16 of the Cerfsbad Municipal Code) ./ My project will not result in 2,500 square feet or more of soils disturbance including any associated construction staging, stockpHing, pavement removal, equipment storage, refueling and maintenance areas that meets one or more of the additional following criteria: • located within 200 fflet of an envlronthentally sensitive area or the . p~ Ocean; and/9J, ' • disturbed area is located on a slope with a grade at or exceeding 5 horizontal to 1 vertic.al; and/or ;,.' •. disturb:eci area is lcJc;a1ed along or within 30 feet of a stonn drain inlet, an open drainage channel er watercourse; and/or • construction wHI be Initiated during the rainy season or will extend Into the rainy season (Oct. 1 through April 30). I CERTIFY TO THE BEST OF MY KNOWLEDGE THAT ALL OF THE ABOVE CHECKED STATEMENTS ARE TRUE AND CORRECT. I AM SUBMlmNG FOR CITY APPROVAL A TIER 1 CONSTRUCTION SWPPP PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF CITY STANDARDS. , I UNDERSTAND AND ACKNOWLEDGE THAT I MUST: (1) IMPLEMENT BEST MANAGEMENT PRACTICES (BMPS) DURING CONSTRUCTION ACTIVITIES TO THE MAXIMUM EXTENT PRACTICABLE TO MINIMIZE THE MOBILIZATION OF POLLUTANTS SUCH AS SEDIMENT AND TO MINIMIZE THE EXPOSURE OF STORM WATER TO CONSTRUCTION RELATED POLLUTANTS; AND, (2) ADHERE TO, AND AT ALL TIMES, COMPLY WITH THIS CITY APPROVED TJER 1 CONSTRUCTION SWPPP THROUGHTOUT THE DURATION OF THE CONSTRUCTION ACTIVITIES UNTIL THE CONSTRUCTION WORK IS COMPLETE AND APPROVED BY THE CITY OF CARLSBAD. ~ wr/"7 STORM WATER POLLUTION PREVENTION NOTES 1. ALL NECESSARY EQUIPMENT AND MATERIALS SHALL BE AVAILABLE ON SITE TO FACD.JTATE RAPID INSTALLATION OF EROSION AND SEDIMENT CONTROL BMPS WHEN RAIN IS EMINENT. -: ,,, -.lit 'lo 2. THE OWNER/CONTRACTOR SHALI>tESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN- OFF PRODUCING RAINFALL. 3. THE OWNER/CONTRACTOR SHALL.INSTALL ADDmONAL EROSION CONTROL MEASURES AS MAY BE REQlJIREP BY THE CITY ENGINEERING OR BUllDING INSPECTOR DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES wmca MA y ARISE. 4. ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN . PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 5. ALL GRAVEL BAGS SHALL BE BURLAP TYPE.WITH 3/4 INCH MINIMUM AGGREGATE. . 6. ADEQUATE EROSION AND SEDIMENT CONTROL AND PERIMETER PROTECTION BEST MANAGEMENT PRACTICE MEASURES MUST BE INSTALLED AND MAINTAINED. SPECIAL NOTE:i ,s. ~ )!BQJEC[ INFQRMATIQN SiteAddras:d-Jo'o ~ Mf~l~ 0 Assessor'sPm:elNumber: tfa..L~ -IJl):•ftf Project m: 1?c..R. 0::tPO b Construction Permit No.: '.fSix'() 9' 5Df> Eitimated Constructioo Start Date'-. __ _ Project Duratim • ., Months •' ~ ~ Contact: Name: i' .,~' 24 hour Phone: .1:.. Perceived Threat to Storm Water Quality 0 Medium O Low If mediun\ box is checked, must attach a site plan sheet mowing propoaed work area md location of proposed atructunl BMPs For City Use Only CITY OF CARLSBAD Pagel of2 ft I r -) E~l~Co~~-----··---· . --;---' --. -·--·.· .. --._ --:'! .-. .,. ~~ '&MPs -Sedl~rit C~I BMP• I Trac:ldng Non-Stonn iter w..-~n~-'ancl .. rial•--~ - · · · . C~ ~MPa Man~•m e·MPa Pollutltm _Control EJMf'a • ,i ____ . ,,. .. -I I' ' 1 ' :I Ji . . . . ~· i I . . 1! T ., .. I . . I I -~;ttee ? 1111 ! s · .. rr 11 .:1 ··.• 11 ·. i 1 : " • 1 I .1 ef} JI 1 l 1 1f f :-,j::;: 11-·If·• J.a ,j, · ·J· :: :I en i .J u 1£. 15 0> .Mc. __ J · JJ 1 -' '. ', --_tn ... c. C. --,, -l""-i-,--,-,-,~.,:-. 'I!,.._.., ' ,,. • ' ~:*~--. ·-,. Conatructlon·Actlvtb, ,r L O ~ -, -' L ' ; \ > -• --,, CASQA-~..:....,..._~ ' -.,..... .. MW'l!W I . . . . . . .. : I ;... I ,N I , .. ,... I , ... , . . ., :, .... I N I , ,. ~i:Y·, ,in ,. ~, t!ft,. ~ . . t! t! . . ~ t i i . . i tJ f!l i i "/· u;, I " /· ... I c:ip I O ·1, w , w w -w .w < _"; i r 0 .. 0 en -en ,en . w . : . .rn , , \ ,'!It~ .i' •. ~!,...,~,.~ -.~,-~~:...::::....:. ,[ .. IAJ liiiJll .... ¥~,,..,,.1111uaM11; ., IXIT~ I -I :S1ockpllng I .. -1-~·-· J Conmlil~;~ : .• J)(I ~ flatworlc · I ~';' ' ,· ,,r, • .-.... _ ', P~J~I ...... :fXl·~Work-. !XI,-11'(._ ~DAI . - ~oaw,j:ArN Eqt.t}prnent ,.._.._. _and Flilllng ·-~~u~· -~~Dirt· pthei' (Ii!): .,, .' .x-1: x,1:· )( IX ,:f ... c.,:,. ··1·v· (·,-,.) 1_ ~"' J) ' .,.KL ._LJ · · .1;-.'-I' '_,;:.,._i_, ·-. t r::• .- :' ' J ·r . r----,., .. ,, .L, , X ·x t <t· x-··· )(, l .-... . .,-. ,. ~,-,-, 1· i' .. , " . .. ~.,·, -:'-_'_'. ::,~ 1~ x:1·· I :1 __ , _x ·-· · I,-.-. 1· 1:·-x ,-_-., ,, ... ' ' .. , .X: _.,1·' ' ·-t, ·,-1:1-::-, t -.. "-" ~· l''.f, ... , .. , ·t· ' ,r. _,, V ~, ~ l L -L:.L. ,,, .. '\ ·: : . r "L: ::i.:,·: .. f ,. ,,:.: .I / _f'.': , ,._I•'/,·:.- t I '. ,,·,,.-. .. i. ; ''i 11 ! .t' ,1-· ' - I .,,,,,'•,.;: ... _ ·,,-.t: lristroctions: Begin.by reviewing the ~ of construction activities and checking the box to the left of any activity that will QC~ during the proposed construction. Add any other activity deacripti:om ~ ~ liJ•:~J( activit}' descriptjoo boxes provided for that pmpose and place a check in the bm irnroi:mately to the left Qfthe added activity description. For each activity ~'bed, pick one 91' more~~~:-. .; · · ~ces (B~s) from the list located alon the.rop-of the form. ~ place an~ in ~e box at, the place where~ activity row intersects with the B~ column. Do.this fil; each-~ that~ ~-off~,· . for each of.the selected B~ selected from the list. For ~le -If the project mcludes site access across dirt, then checlc the .box to the left of''S1tc Acc;eu Across Dirt". Theil ICW:W.t;Jle list {Qi:\~ ._· . that ~li~~ u "Stabilized C~on ~~greg" _under T~ C'?ltroL ·Follow al°':1Bthe "Site (',,ccess Acros~~ row ~til you~ to the "~~ili7.c:,d~onstructi~ ~~gress"f co~·~;. · ·_. ·'.\ 'I 'i l ,. l· .. :, ., . . r ·1: 'j, rt-.•· p~ ~ X in~-~-where the ~o ~ ~ ~tbcr ~le ~-t,he p,n>Jcct J,nCluded a m,x:~e ~y~ ~tend t() cov~ ~-~ plastic: ~ Smee .,~c: sheeting~ n_ot ~,the list ofBMPs, tli~-~-D,1-_ · ,,; . . . . _ '"• · · --'--r---'-'--•I~---"Cover-with-P~tbeb]ank cobu:fin_ ,.~~~eadmr Erosion Control·BMPs. Then:place an X m.the:box w~~:"S~~·rqw ~~-the~ ~cq".~ ~ :P~c:~. coh,mm, · . · .. :\::~~ ~,\ \~ 'S:f:rl.:~·,"' ;-, _ ' : ' ' \ ~\ ·.. \':· ' ,, ,~·---·'1:l'..."i "--'"""" ' ,•, • " ' To Ie8!11 more~ what each BM;J' ~cription ~. yo~ may~~ review the 13:M:f JW:mcc Handout prepare4. to ~ist appltc~ts in the scl~op of~1les~u~g,:JJ1CI1f Practic!!~~)-• ·.-/. -~ \ • _ .} , ·. : , · "~ 'f!ie·~f~i;:c'·~-exp~;theCajifoim~StonnwatcrQualitr:Assoc.iation(~ASQA)~1gi,tationandho~toapplythcvan9ussclcctedBMPs~aproJect. _ _~ .... _'" t, ·:'\ :-, T :·:· ~-}·_ ~;-\. ~~:·/;· .. \ _ , l ~. _: -,~-P~cr2:of_k:'.:,: ~::. :f' ) f -/. -. ·•i' ., ' ' <, _cl __ ,,,k.,_ ~:.1 "' - •'' ~~ / / ~,:s---. ~ .l!l ~ ~ "' 0 Cl Cl 1 ti. \_§)" ~ ~ ~ * ~ "' 'II, -"' -"' u 0 0 Q) Q) Q) ..c ..c ..c (.) u u C: C: C: "' "' ..!!! 1[ 1[ a. -~DD ~DD ~DD ~ D D ~DD PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. PCR09006 Address 2200 FARADAY Planner GINA RUIZl Phone .,_,{7..:6-=-0)l,....;6=0=2'--:..:..~6=7-5 ..... '. ______ _ APN: 212-120-41-00 Type of Project & Use: Tl Net Project Density: DU/AC Zoning: C-M General Plan: Pl Facilities Management Zone:§. CFO (in/out) #_Date of participation: __ Remaining net dev acres: __ Circle One (For non-residential development: Type of land used created by this permit: ) Legend: 18] Item Complete@tem Incomplete -Needs your action Environmental Review Required: YES D NO ~ TYPE DATE OF COMPLETION: __ . Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Discretionary Action Required: YES O NO [2J TYPE __ APPROVAL/RESO. NO. DATE PROJECT NO. OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: __ Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES D NO .IZl CA Coastal Commission Authority? YES D NO .IZl If California Coastal Commission Authority: Contact them at -7575 Metropolitan Drive, Suite 103, San Diego, CA 92108-4402; (619) 767-2370 · Determine status (Coastal Permit Required or Exempt): Habitat Management Plan Data Entry Completed? YES O NO [2J If property has Habitat Type identified in Table 11 of HMP, complete HMP Permit application and assess fees in Permits Plus (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, HMP Fees, Enter Acres of Habitat Type impacted/taken, UPDATE!) lnclusionary Housing Fee required: YES D NO [2J (Effective date of lnclusionary Housing Ordinance -May 21, 1993.) Data Entry Completed? YES D NO D (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) H:\ADMIN\Template\Building Plancheck Review Checklist.doc Rev4/08 Site Plan: lZI D D lZI DD lZI D D lZI D D lZI D D lZI D D lZI D D lZI D D @(o SEE ADDITIONAL COMMENTS BELOW Policy 44 -Neighborhood Architectural Design Guidelines 1. Applicability: YES O NO IZ] 2. Project complies: YES D NOD Zoning: N/A 1. Setbacks: Front: Interior Side: Street Side: Rear: Top of slope: Required __ Shown __ Required __ Shown __ Required __ Shown __ Required __ Shown __ Required __ Shown __ 2. Accessory structure setbacks: NIA Front: Interior Side: Street Side: Rear: Structure separation: Required __ Shown __ Required __ Shown __ Required __ Shown __ Requir~d __ Shown __ Required __ Shown __ 3. Lot Coverage: Required __ Shown __ 4. Height: Required __ Shown __ 5. Parking: Spaces Required __ Shown __ (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required __ Shown __ Additional Comments #1. SHEET A3.2 CALLS OUT FOR THE DETAIL OF THE GENERATOR AND WALL TO BE FOUND ON SHEET A4.1 WHICH DOES NOT EXIST. PLEASE INSERT SHEET OR REVISE INFORMATION FOR CORRECT SHEET NUMBER. #2. FROM AN AERIAL VIEW IT LOOKS AS IF THERE IS A WALKWAY IN THE AREA THAT THE GENERATOR WILL BE LOCATED. IS THAT WALKWAY CURRENTLY EXISTING OR HAS IS CHANGED LOCATIONS? PLEASE STATE ON SHEET A3.2. #3. CHAIN LINK FENCING IS NOT SUITABLE SCREENING FOR OUTDOOR EQUIPMENT. PLEASE SEE ATTACHED SECTION FROM CARLSBAD .MUNICIPAL CODE AS TO THE TYPE OF SCREENING THAT IS ACCEPTABLE AND REVISE PLANS. OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER G,.-DATE #3 "I H:\ADMIN\Template\Building Plancheck Review Checklist.doc Rev 4/08 Carlsbad Fire Department Plan Review Requirements Category: PCR , Date of Report: 03-17-2009 Name: Address: Permit #: PCR09006 ARAN KROLL STE 290 3900 FIFTH AV SANDIEGO CA 92103 Job Name: SIERRA WIRELESS-ADD GENERATOR Job Address: 2200 FARADAY AV CBAD Reviewed by:ifu ~ BLDG. DEPT COPY INCOMPLET .,.uvvui • office cannot adequately conduct a re e e ce with the applicable codes and/or standards. Please review carefully a ~~......cents attached. Please resubmit the necessa d/or specifications, with changes "clouded", to · o nee for review and approval. Conditions: Cond: CON0003329 [NOT MET] I .Knox key box shall be provided for this installation. Application is attached to correction notice. 2.Provide a type 20 BC fire extinguisher for enclosure. 3.Obtain "Special Use" permit through City of Carlsbad Fire Department. 4.Provide an exterior "Emergency Stop" button or switch. This shall be labeled as such and will be located exterior to the generator. 5 .Documentation for listing of transfer switch 6.Provide details of type and quantity of fuel used and stored, details of tank construction (provide specifications and listing sheets) and placement, aggregate fuel amount, storage configuration, proposed secondary containment. 7. NFP A placard may be required based on hazard class and amount stored. 8.Contact San Diego Environmental Health for hazardous materials permit and all related requirements. (HMBP) Cond: CON0003345 [NOT MET] ; J, 1. Pr~vide exterior 11Emergency Stop11 button. T_his shall be labeled as such and will be located exterior to the generator. 2. Provide NFP A placard on exterior of enclosure -based on CAS # information. Indicate on plan. 3. Add tank capacity and·fuel type to plans. Entry: 03/16/2009 By: cwong Action: CO Cond: CON0003350 [MET] ** APPROVED: THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUEANCE OF A BUILDING PERMIT. THIS APPROVAL IS SUBJECT TO FIELD INSPECTIONS, ANY REQUIRED TESTS, FIRE DEPARTMENT NOTATIONS, CONDITIONS IN CORRESPONDENCE AND COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE ANY VIOLATION OF THE LAW. Entry: 03/17/2009 By: cwong Action: AP EsGil Corporation In <Partnersnip witn <]ovemment for <BuiMing Safety DATE: February 24, 2009 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 08-1805 REV (PCR09-006) SET: II ~~NT ~ D PLAN REVIEWER D FILE PROJECT ADDRESS: 2200 Faraday Avenue, Suite(s) # 150 & 150-B PROJECT NAME: Sierra Wireless -Office TI -Emergency Standby System D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. ~ The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The applicant's copy of the check list has been sent to: ~ Esgil Corporation staff did not advise the applicant that the plan check has been completed. D Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone#: Date contacted: (by: ) Fax#: Mail Telephone Fax In Person ~ REMARKS: OK to issue with applicant replacing sheets A3.2, A4.5& E7.1 in set I with the new sheets A3.2, A4.5& E7.1 marked set II. Received one set only. ~ Sheet A4.5 shall be signed and sealed by an engineer or architect licensed by the State of California. Specify expiration date of license. (California Business and Professions Code). By: Bryan Zuppiger EsGil Corporation D GA D MB D EJ D PC Enclosures: Original Approved Set. 02/19/2009 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 ti ..... EsGil Corporation In <Partnersliip witli (]overnment for (}Jui{aing Safety DATE: January 27, 2009 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 08-1805 REV (PCR09-006) SET:I 21~NT 0 PLAN REVIEWER 0 FILE PROJECT ADDRESS: 2200 Faraday Avenue, Suite(s) # 150 & 150-B PROJECT NAME: Sierra Wireless -Office TI -Emergency Standby System 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. ~ The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. ~ The applicant's copy of the check list has been sent to: Donald Pitman Design, Inc. 3900 Fifth Avenue, Suite 290 San Diego, CA 92103 D Esgil Corporation staff did not advise the applicant that the plan check has been completed. ~ Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: D9nald Pitpan Design, Inc. Telephone#: (619) 299-0011 Date contacted: f/-Z.'1/o 1(by:4r.t6 ) Fax#: (619) 299-5544 Mail vtelephone D REMARKS: Fax / In Person By: Bryan Zuppiger EsGil Corporation D GA D MB D EJ D PC Enclosures: 12/23/2009 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 City of ~arlsbad 08-1805 REV (PCR09-006) Janbatjr~7, 2009 GENERAL PLAN CORRECTION. LIST JURISDICTION: City of Carlsbad PLAN CHECK NO.: 08-1805 REV (PCR09-006) PROJECT ADDRESS: 2200 Faraday Avenue, Suite(s) # 150 & 150-B DATE PLAN RECEIVED BY DATE REVIEW COMPLETED: ESGIL CORPORATION: 12/23/2009 January 27, 2009 REVIEWED BY: Bryan Zuppiger FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarffication, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. The approval of the plans does not permit the violation of any state, county or city-law. • To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. • Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? D Yes D No City,_ of ~~rlsbad 08-1805 REV (PCR09-006) January 27, 2009 • PLANS 1. 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: a) Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Avenue, Carlsbad, CA 92008, and (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. b) Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, and (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. 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. 2. Please imprint the structural details for the fence that exceeds six feet on the plans and the calculations justifying the design. 3. Please show the required sign at the service entrance equipment on the plans. CEC Section 700.8. 4. Pleas~ detail the grounding method for the generator on the plans. The person responsible for their preparation must sign all final sheets of plans. (California Business and Professions Code). Final structural plans, specifications and calculations must be signed and sealed by the engineer or architect licensed by the State of California who is responsible for their preparation. Please specify the expiration date of license. (California Business and ,_ Professions Code). 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. 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 Bryan Zuppiger at Esgil Corporation. Thank you. '· City of Carlsbad 08-1805 REV (PCR09-006) ,, •, " January 27, 2009 [DO NOT PAY -THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PREPARED BY: Bryan Zuppiger PLAN CHECK NO.: 08-1805 REV (PCR09-006) DATE: January 27, 2009 BUILDING ADDRESS: 2200 Faraday Avenue, Suite(s) # 150~ & 150-B BUILDING AREA Valuation PORTION ( Sq. Ft.) Multiplier ti rev Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance Bldg. Permit Fee by Ordinance ...,. J Plan Check Fee by Ordinance Type of Review: CJ Repetitive Fee --;-i Repeats ____J • Based on hourly rate Comments: D Complete Review D Other Q Hourly EsGil Fee Reg. VALUE Mod. D Structural Only ,__ ___ 1_.s ..... 1 Hrs.@• $86.00. ($) $161.251 $129.001 macvalue.doc STRUCTURAL CALCULATIONS SIERRA WIRELESS TENANT IMPROVEMENTS CARLSBAD, CA Prepared For: SIERRA WIRELESS MEC Project No.: 0844 Date Issued: I I /5/08 Revision Dates: l'Z../'lzjoi 2. j10/ oCj Prepared By: McNEFF ENGINEERING m & CONSULTING m.l I\ PROFESSIONAL CORPQR,\TION 1991 VILLAGE PARK WAY SUITE 115 ENCINITAS, CA 92024 T (760) 479-9838 F (760) 479-9837 mcneffengineering@sbcglobal.net §} C/lD? {)(J· ~ fJLu{ CJJo? /f ()S_ '!!!!!!!~ McNEFF ENGINEERING f:Y.I & CONSULTING JOB 0'31d1::\·1S\E.RAA \N\R£LESS ~ A PROFESSION/\L CORPORATION SHEETNO·--''-----OF ____ _ CALCULATED BY :;:jf__ DATE 2/ 10/CJ-1 r ,, 1991 Village Park Way, Suite 115 Encinitas, CA 92024 CHECKEOBY·------OATE, ____ _ Tel: (760) 479-9838 • Fax: (760) 479-9837 SCALE I j ! Ii I i I i l j I ! : I I ' ; I l I I ! i j ; ;· I I l ' I i l ! • I I ! I I i l I l i I ! . I ' V ;1/ /1/ Al I Ii I I I o ~VN;V; ~ \ A4F°. lCT' 31~ ~ 1111 /1/ / ..... 11/[-f-1/ 11--+--+--+--+-~+-l-+-I "11::r-J1 fr-=rt , ~ult I ln1>11'.: ?Yr, 11 ;v IV/171 _ tmciJ:jTTlsEir .ti t,\P) n :\tA""'-j--+--I--H-+-1--+--+--..... V-I-' / 1V IV Ill 1 Ii I I I l l I ~VNd1 11 i= O)~ v~O ! -Q\r'~ i; I t--+---,--1 -=r-( tiS5 t-.':o r-ll ,..,.~~-+-+--l--+-+-+-~l--l---i--+-l-----i--+--1--l--_j__.;_! -L-1--I I i ~=' McNEFF ENGINEERING l'.WI & CONSULTING ~ A PROFESSIONAL CORPORATION 1991 Village Park Way, Suite 115 Encinitas, CA 92024 Tel: (760) 479-9838 • Fax: (760) 479-9837 I I I I l I I I I JOB O'V-\4-1 "sHEETNo. _ _......,.__ ____ or-, _____ _ CALCULATEOBY ______ DATE. ____ _ CHECKEDBY _______ DATE ____ _ SCALE -l l l ! -I I 1-I -i-, I I I I . ; . l I 1-:;;.-- i I I l I l ' ! I I ~ ~.J = i .. 1 h v.i 111t 1!.$,' -h,l_trxfil~') F j],5 .. I • I i I l -I-, t-, -+', ..,..,+, -t---t----il--+-+--+-+--,i-+-+--4--1--1--l---l--+---I I I l I ' I/ 3:15 I I ! 1 i ' i .· MCNEFF ENGINEERING · 111. & CONSULTING 1W: A PRO.FEss·1oi-J·At CORPOR"ATI0N 1991 Village Park Way, Suite 115 Encinitas, CA92024 Tel: (760) 479-9838 • Fax: (760) 479-9837 '. i_ f . r , . ; I . Ht i '· ' ! l· r ! t. f J JOB 03'::{l.n~ stU:F.fNO. __ S~------OF--~---- ~lATEDBY __ ~~---DATE_~---- ~BY ___ ......,..~---DATE-.__.,.....,_ __ _ ,. ], I· .. j' t. 1· ,. l, I., l j ;· r 1 [· l l !. ,, . ! 1·· r l . r I: ,,- ' ! l· l l- ,. ~1· IY.I McNEFF ENGINEERING D.1J & CONSULTING A PROFESSIONAL CORPORATION 1991 Village Park Way, Suite 115 Encinitas, CA 92024 Tel: (760) 479-9838 • Fax: (760) 479-9837 I I I i i r I I SHEET NO. CALCULATED BY CHECKED DY SCALE ! l I ! I ! . , l {)j• ,R\\v <-1i.:1i"': I I I )-. l I I i I 1-\1 r= r--~; ,.11 -nix.,h.r \,._Ji n1.. \,_ I "IT I i q.i: ,.1,15 Jl2. ! i l i . , 41:: l'~M c. G, °:\/Ey2 ~iS l ! : I I i 1 i I OF L[ DATE DATE i I I I l ' C,k, ij lo 1-ii SAN DIEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE OFFI~ USE.QNLY UPFP# ~ ·10 3i 8: HY# 2.D -(o I] 5 BP DATE_ ...... _l-1 __ _ APN# Plan File# PART I: FIRE DEPARTMENT-HAZARDOUS MATERIALS DIVISION: OCCUPANCY CLASSIFICATION: Indicate by circling the Item, whether your business will use, process, or store a~y of the following hazardous materials. If any of the Items are clrcled, applicant must contact the Fire Protection Agency with jurisdiction prior to plan submittal. 1. Explosive or Blasting Agents 2. Com pressed Gases 3. Flammable/Combustible Liquids 4. Flammable Solids 5. Organic Peroxides 6. Oxidizers 7. Pyrophorics 8. Unstable Reaclives 9. Water ReacUves 10. Cryogenics 11. Highly Toxic or Toxic Materials 12. Radloaclives 13. Corrosives cit Otbec He~s 15. None of These. PART 11: SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH -HAZARDOUS MATERIALS DIVISIONS (HMO): If the answer to any of the questions, is yes, applicant must contact the County of San Diego Hazardous Mate~als Division, 1255 Imperial Avenue, 31• floor, San Diego, CA 92101. Call (619) 338-2222 prior lo the issuance of a building permit. 3 7 8 OJ,aJ'._. . FEES ARE REQUIRED. ·111 n,., L r.r ~ ~d .. a O NI O fl nfffi Expec1"d Date ofOccupancy: 0 3 / ;2. (p / 2,. 001 D CalARP Exempt YES NO y UM.) LJ!A~p (J 1 -~ ~ ~ 1. 0 ~10": Is your business listed on the reverse side of this fonn? {check all that apply). eAI D -D le lnilials 2. D WIii your business dispose of Hazardous Substances or Medical Waste in any mount? i CalARP Required 3. ij-1' Will your business store or handle Hazardous Substances in quantities equal Jo or greater th n :'!-:---..!./ ___ _ 4. 5. 6. _ /55 gallons, 500 pounds, 200 cubic feet, or carcinogens/reproductive toxins in lny quantity? _ Initials D lid' _ Will your business use an existing or install an undergro1J11d storage tank? FEB 5 2009 O w/~li your business store or handle Regulated Substances (CalARP)? D [0" Will your business use or install a Hazardous Waste Tank System (Title 22, A jcle 10)? C 1 Initials PART"III: SAN DIEGO 'COUNTY AIR 'POLLUTION ·cONTROt DISTRICT: If the answer to yf<Jfillle questlond'mlni?M'"~~~~t-~ust contact ihe-Air Pollution Control District (APCD), 10124 Old Grove Road, San Diego, CA 92131-1649, telephone-(858)-586>260!FprioMG1~~-tlUilding or demolition permit Note: if the answer to questions 3 or 4 is yes, applicant must also submit an asbestos notification fonn to the APCD at least 10 working days prior to commencing demolition or renovation, except demolition or renovation of residential structures offour units or less. Contact the APCD for more information. YES NO 1. D ia"' Will the subject facillly or construction activities include operaUons or equipment that emit or are capable of emitting an air contaminant? (See the APCD factsheet al http://www.sdapcd.m}l/info/facts/permits.pdf. and the list of typical equipment requiring an APCD permit on the reverse side 2. 3. 4. D D D ...../ of this from. Contact APCD if you have any questions). M (ANSWER ONLY IF QUESTION 1 IS YES) Will the subject facility be located within 1,000feet of the outer boundary of a school (K through 12)? (Public and private schools may be found after search of the California School Directory at http://www.cde.ca.gov/re/sd/; or contact tha appropriate school district). (iY' Will there be renovation that Involves handling of any friable asbestos materials, or disturbing any material that contains non-friable asbestos? ~Will there be demollllon lnvolvlng the removal of a load supporting structural member? Briefly describe business activities: Briefly describe proposed project: ReS,{l(lrelt. aJ /)(l,,le{a w.te11t-wrtel~ss leoffN!)/. O,e,.nerA i-or-/Cor tJ PS I 1l-t t~z Date FOR OFFICIAL USE ONLY: FIRE DEPARTMENT OCCUPANCY CLASSIFICATION:. _______________________________ _ BY:______________________ DATE:_~/,___....:.../ __ EXEMPT OR NO FURTIIER INFORMATION REQUIRED COUNlY-HMD APCO HM-9171 (04/07) County of San Diego -DEH-H1128rdous Materials Division pitman design , inc. Ill FAXMEMO: Ii To: Janet Fax# 780-602-8668 II From: Aaron Iii Project/ Reference: Sierra WI reless-08-1805, PCR09-008 ii Remarks: March 9, 2009 Page 1of 4 Janet, Attached Is the Authority to Construct authorization letter from the Air Pollution Control District for your records, Please let me know if there is anything further I will need to do regarding this matter. If you have any questions please let me know, Thank You Aaron II CC: 3900 Fifth Avenue Suite 290 San Diego, CA 92103 t: 619,299,0011 r: 818,289.5544 vv££6626Is ada W~lo:s 6002 60 ~ew Aaf'llllllll--111111 OOUNTY OP e,u Pll!GO Maroh 6, 2009 SIERRA WIRBLBSS MANUBLPENA 22!il0 COSMOS COURT CARLSBAD CA 92008 Air PoJludon Control Board GregCox Dlann¢Jac:ob Pam Slater--Pric:~ Ron Roberts Bill Horn Distr.ic:t 1 Diotrici .2 Diatrict 3 District.if. Oi6trict S After exammation of your Application No. 987719 for an Air Pollution Cot1trol Dim-ict (District) Authority to Cons1l'Uct and Permit to Operate for an emerpney standby diesel on1inc looated at 2200 Faraday Ave, carlsbad, CA 92008, 1he District has deeided on the following action: Authority to Conatruct is grantod pursuant to Rulo 2 l of the Air Pollution Control District Rules and Regulations for: · Emergency Standby Diesel Engine: Caterpillar/Perkins, Model: C6.6, S~: N6D011 I0, 230 hp, Tier 3 certifaed of Family#: BPKXL06.6PJ1, Model Year: 2008, turbocharged, drivlns a 1 SO kW generator. The engine listed above shall be referred to herein as the ''engine." This Authorey to Constru~t is gmri~d with the; following cqndilions: l, Pormittoe shall provide a~cess, facilitfos, utilities and any necessary safety equipment, with the exception of personal protective equipment requiring individual rrtting and specialiied training, for source testing and inspection upon request of the District. 2. Engine operation for maintenance and tming purposes shall not exceed SO hours per oalondar )'Car. (NSR.) (17 CCR..§93l 1S) (ATCM reportable) 3. The engine sha11011ly use CARB Diesel Fuel. (Rule 69.4.1, 17 CCR §9311 S) 4. Visible emissions including crankcase smoke shall comply with Air Polhdion Control District Rule 50. (Rule 50) s. The ~uipment dcllctlbi;d above sh11l1 not l;:ll\151; or ~nmbu.te to public nl!isan~. (Rule SJ) 6. This ongino shall not operate for non:emorgency use durins the following periods, as applicable: A. Wbenever there is any school sponsored activity, if engine is located on .school grounds or B. Between 7:30 and 3:30 PM on days when ~hool is in session, if the engine is loe,ted within SOO feet of. but not on school grounds. This condition shall not apply to an engine located at or near any school grounds that also serve 1111 the student's pl~e of residence (17 CCR §93115) (ATCM reportable) 10124 Old Grove Road., San Diego, California 92131-1649 • (858) 586-2600 PAX (858)'.586-2601 • Smoking Vehicle Hotline 1..S00•28-SMOKE • www.sdapcd.org 0 Printed on Recycled Paper t,t,996626t9 ada W~lo:a 6002 60 ~ew Sierra Wifel.;ss AppliQation No, 9877l9 March 6, 2009 7. 8. Bnsino operation in response to notification of an impending rotatina outqe, shall be nstrio1ed to 'tho followlng condition: A. Tho utility distrlbution company has ordered rotating outages in the ~ontrol area where he engine is located, · B. The engine is operated no more than 30 minutes prior ti, the timo when the utjlity distributlon company oftioiltll>' foreoasts a rotldin,g outage in the (:fted control area. and C. The enaine operation is terminated immediatoly afte~ the utility distribution company advises that a rotati1'S outage is no longer in effect. This condition shall llOt apply to engines operating pursuant to the rolling blackout roduetion progtam as identified in J 7 CCR 931 lS and QpQr'ating in accordance with 17 CCR 9311 S. (eXf )CO, (t 7 CCR 9.3115) (ATCM reportable) A non-rosettab1i; ensine hour meter shall be installed on this engine. maintail1ed in good working order, and used for recording engine operating hours. If a meter is replaoed, tho Air Pollution CQntrol Dlmict's Compliance Division shall be notlfled in writing within 1 O calendar days. The written notltioation aba11 incl\lde the-following information: A. Old meter' 11 hour reading. B, Repla(;emont meter's manufaoturer name. modol, and serial numbor if avail$blo and current hour readins on rcplacoment pieter. C, Copy of receipt of new nieter or of installation work order. A copy of the meter replacement notification shall bo misintalned on site and made avallablo to lhe Air Pollution Control District upon qquest. (Rule 69,4, l) ( 17 CCR §9311 S) 9, The OWR'1' or opemtor shall Conduct periQdic maintenance., of this engine and add-on control equipment, if any, as recommended by tho en$fn~ and control equipment manutact~rer& or a& speoified by the engine servicing eompanyts maintonam:e proceduro. The ~riodi0 malrtenance shall be , con~i~ at least once each calendar year, (Rule 69.4.1) . . . 10. The owner or operator of the engine shall maintain tho following l'OQOrd3 on site for at least the same period of time I\S the engine ta which the reQords apply is located at the site; A. DoQumentation shall be maintained identifying the fuel as CARB diesel; B, Manual of recommended mamt~nance provided b)' the manufaeturer, or maintenanco procedures specified by tho engine servicing ~rnpany; and C. Records of annual engine maintenance, Including lhe date the mainte11an1,":e was performed. These records sball be made available to the Air Pollution Control Distriot upon request, (Rulci 69.4.1) . 11. Tho ownf;lr or operator of this equipment shall maintain a monthly operating log contatnlng, at a minimum, th~ following: · · A,· Date11 and dines of engine operaclon, Indicating whether the operation was for maintenance and testing purposos or omersency use; and, tho nature of the emergency, if known; . B, ff(,1.JlS of operation for all uses other 1ban those specified above and identification of the naturo i;,fthat'use. (Rule 69,4,1) (17 CCR. §93115) 12. All operational and maintenanc:e logs requiJed by 1his pcinnit sholl be kept a minimum of 36 months ftom their date of cre1t-tioo unless otherwise indicated by the oonditions of this permit. Tho '"ord, shall be malntainod onsiw for II minimum of 24 mc;>nths from thoir dato of creation, Regords for the list 24 momhs of operation shall be mado available to th~ Air Pollution Control Di11tri')t upon request, CTdCT W~lo:a 6002 60 ~ew I j •I I : ! l I ! ! 1 1 . . Slerr11 Wireless Application No. 987719 -3- Maroh ~' 2009 Record!I for operation for the last :25 to 36 months i,halJ be made available to the Air Pollution Control DistrlQt within S working days of request. (Rule 69.4.1) (17 CCR §931 tS) 13, This Authority to Construct authorias tmnpo,ary operation of the abovwpooifled engine, This temporary Permit to Operate shall take eff ee1t upon written notiticatlon to tho District that oonS'lruction has been comi,leted in accordanoe with this Authoriu, to Construr,,t. This temporary Permit to Operate will romain in effei;~ unlcas withdrawn or modifie,d by the Distriet, until a rovis~ temporal}' pennit . (Startup Authorii.ation) is issued or a. Permit to Operate Is granwd or deniod, · 14. Upon completion of eonstruotion in 141cordanQCI wi'th thi!i Authority to Ccnstruet and prior to commencing operation, the permluee must ;omplete and maiJJ deliver or fax the enolosed . Construotion Compl~ion Notice to the Dia1rlot. After mailing, deHvoring or faxing the notice, tho permitt" may Gommence opemtion of the engine. Operation must be in c;ompliance with all of the condition11 of the Authority to C~stru~t and Applicable Distriet rules. · · . l S. . This Authority to Construct shall be posted on or widlin 25 feet of the engine, or malntal_ned readily available at all_ times on the operating premises. , . . This Air Pollution Control District :Authority. to Construct does not relieve the holder from obtaining pennits or authorization~ which may be required by other govemmontal agencies. Within 30 days after receipt of this Authority to Construe?, the permitteo may petition the Hearing Board for a hearing on any oondidons i~posed herein in aoeordance with, Rule 25, This Authority to Conarruct Is not transferable and will expirv on March 6, 201 o unless an ex.tension Is srar:,ted In writina, lfyou have any questions regarding this action, plQCLSe contact the undersigned at (8$8) 586-2728. I.fl. #f 15 11846A Co: Ccmplian~e DMsiQn vvssssasts Oda w~~o:s sooa so ~ew l l I ! .l ~ j 1 l i ' i l i I i ! j 1 I ' l j ~ j 1 l l i I .\ j :1 :i .,. .. .. SIERRA WIRELESS . SECTION FIVE (5) STATEMENTS AND CERTIFICATIONS Sierra Wireless December 12, 2008 STATEMENT OF EXPERIENCE Hawthorne Power Systems is the authorized Caterpillar Dealer for the San Diego area and has over 30 years continuous experience in the design, application, and repair of reciprocating engine and power generation equipment. The combined experience of its Engineering and Service personnel encompasses over 200 years of combined experience in diesel-engine power generation applications. Hawthorne Power Systems is recognized as one of the most experienced and successful dealerships within the Caterpillar worldwide network and has provided hundreds of packaged systems to customers both in the San Diego area and worldwide. The dealership benefits from being part of the Caterpillar Parts Network and can provide product support and Caterpillar parts on a 24-hour basis, when needed. The Caterpillar Griffin facility has been ISO 9001certified since 2003. It conforms to EPA and CARB exhaust emission certification standards. Copies of the certifications are found in Sections 5.4 and 5.5. Caterpillar's Dl50-8 standby package genset is a newly released diesel package generator set. The introduction of the 1800 rpm package generator set is implemented to meet and exceed EPA Tier 3 non-road mobile compliant standards. The new packaging includes improvements to controls, controls packaging, power connections, radiators, base rails and couplings. Statement of Experience Submittal for Approval ' ATTACHMENTS LEHE4012-02 C.A.TERPILLAR® ULCERT UL2200 LISTING Includes the following: ALTERNATOR An alternator with UL Recognized insulation system (UL 1446). PMG and AREP Alternators are available. The automatic voltage regulators are UL Recognized. ELECTRONICS The AC and DC wiring harnesses are made with UL listed cable. The power wiring harnesses are made with UL listed cable and UL Recognized lugs, and·circuit breakers are UL listed. CONTROL PANEL The control panel wiring is made with UL listed cable. Control Panel components are UL listed and used in line with UL listed or Recognized approval (UL508A). NOTE: UL listing is applicable to the EMCP 3.1 and EMCP 3.2 control panels. TESTING All UL listed sets are rigorously tested in line with UL certification requirements. LABELING Labeling meets UL requirements. ATTACHMENTS ELECTRICAL OPTIONS The table below shows electrical options that meet UL requirements: EBH ·· . a~ttery Heater 298,240 .Volt AC EBHL Battery Heater 110-120 Volt AC ·tl.iBSi High L,.ube Oil Temperature Shutdqwn . '' EOS Lube Oil Sump Heater 208-240 Volt AC EOSL . · Lube Oil Sump Heater li9-120 Volt AC WCA1 Low Coolant Level Shutdown WSS1. Lovy Coolant Temperature Alarm AH1H Anti-Condensation Heater 208-240 Volt AC AHR . Anti-Condensati9n He~ter 110-129 Voit AC WHH Coolant Heater 208-240 Volt AC Wl:IL CooJafit Heater 110-120 Volt AC GOVE1 Electronic Governor (Fully Adjustable) FSS1 Critical L:ow Fu~I Leve.I Shutdown FSS2 Low Fuel Level Alarm ·F~S5 .,Cr.iticaJ'.Higl1 Fuei Alarm· PBC3UL UL Listed Battery Charger PBC10l,J~ UL P$ted Battery Charger PMBCUL3 UL Listed panel mounted battery charger ·PMBCULS. _UL_Uj_ted_panel mounted b_attery g!iarQ,er .. -.. ,. . . C.I.TERPILLAR® MECHANICAL OPTIONS Mechanical options do not require UL Listing and therefore are not affected. The exceptions to this are: FUEL TANKS If a fuel tank is ordered with the unit, it must be UL listed. Two versions are available to provide typically 12 hour (FCUL 1) and 24 hour (FCUL2) standby operation. ENCLOSURES Factory installed enclosures are thoroughly tested to meet UL requirements. Weatherproof, sound attenuated and super sound attenuated versions are available. DIESEL MODELS AVAILABLE FOR UL CERTIFICATION 60 Hz Single Phase Diesel Fuel Generator Set 60 Hz 3 Phase Diesel Fuel Generator Set .. D13-2$ Q40:4s· : 0-13-?, . .. D60-4 ~--' D17-2S D50-4S D18-2 D80-6 020,4$. oso:ss 020-4 0100-6 025-6S D80-2S 025-6 0125-6 030-6S 0100-6S 030-8 01!50-8 040-4 0175-2 '. b5ci-4_ Note: UL Certification is available on diesel fueled generator sets up to 200 kW. This range has a maximum of 600 V, 60 Hz. Single phase has a 1.0 pf rating and 3 phase has a 0.8 pf rating. For details of available voltage ratings refer to Price List. Market: N. America LEHE4012-02 (06-07) Information contained in this publication may be considered confidential. Discretion is recommended when distributing. Materials and specifications are subject to change without notice. CAT, CATERPILLAR, their respective logos, "Caterpillar Yellow" and the POWER EDGE trade dress, as well as corporate and product identity used herein, are trademarks of Caterpillar and may not be used wit~out permission. www.cat-electricpower.com © 2007 Caterpillar All Rights Reserved. Printed in U.S.A. ' ATTACHMENTS ® LEHE5324-05 C.I.TERPILLAR® CSA CERTIFICATION CSA certification includes the following: ALTERNATOR CSA certified alternator. ELECTRONICS The AC and DC harnesses are made with CSA approved wire. The power harness is made with CSA approved cable, CSA approved lugs, and CSA approved circuit breakers. CONTROL PANEL The control panel wiring is made with CSA approved wire. Control panel components are CSA approved and used in line with CSA approval. Note: CSA certification is applicable to the EMCP 3.1, EMCP3.2, EMCP3.3 control panels and analog control panels. TESTING All CSA certified sets are rigorously tested in line with CSA certification requirements. LABELING Labeling meets CSA requirements. French labels can also be ordered as an option. A.TT AC HM ENT S C.ATERPILLAR® DIESEL MODELS AVAILABLE FOR CSA CERTIFICATION 60 Hz Single Phase Diesel Fuel Generator C1.5 (D1'3°4S) ,... ~4.4 (D40-6S) C2.2 (D20-6S) C4.4(D50-6S) C2,2 (D25-85) C4.4(P60-8S} C2.2 (D30-8S) C4.4 (D80-2S) <. " .ts.6 (D100-65) 60 Hz 3-Phase Diesel Fuel Generator C1.5 (D13-4} C9ACERT™ C2.2 (020-6) 3406C .. C2.2 (D25-8) .C15 Aci:~T C2.2 (D30-10) C18ACERT _C4.4 (1;)49-6) ·ctf ACE;R'1" C4.4 (D50-6) C32ACERT C4.4 (D60-6) 35088 C4.4 (080-6) 3512 C6.6 (D1 Q0-6) 35128 C6.6 (D125-6) 3512C C6,6 (D150-8). . 3519 C6.6 (D175-2) 35168 3516C 3516C-HD C175-i6 60 Hz 3-Phase Diesel Rental Generator . C2.2 (XQ20) C4.4 (XQ60) C2.2 (XQ30) C4.4(XQ80) C4.4 (XQ45} C(4(XO199l Information contained in this publication may be considered confidential. Discretion is recommended when distributing. Market; N. America Materials and specifications are subject to change without notice. LEHE5324-05 (08-08) CAT, CATERPILLAR, their respective logos, "Caterpillar Yellow" and the POWER EDGE trade dress, as well as corporate and product identity used herein, are trademarks of Caterpillar and may not be used without permission. www.cat-electricpower.com © 2008 Caterpillar All Rights Reserved. Printed in U.S.A. Manufacturer: Engine Famiiy: Certificate Number: Intended Service Class: Fuel Type: FELs: g/k.W-hr Effective Date: Date Issued: UNITED STATES ENVIRONMENTAL PROTECTION AGENCY OFFICE OF TRANSPORTATION AND AIR QUALITY WASHINGTON, DC 20460 CERTIFICATE OF CONFORMITY 2008 MODEL YEAR PERKINS ENGINES CO. LTD. 8PKXL06.6PJ1 PKX-NRCI-08-08 NR 6 (130-225 KW) DIESEL NMHC+NOx: NIA 12/13/2007 12/13/2007 NOx:N/A t I Karl J. Simon, Director PM: N/A Compliance and Innovative Strategies Division Office of Transportation and Air Quality Pursuant to Section 213 of the Clean Air Act (42 U.S.C. section 7547) and 40 CFR Part 89, and subject to the terms and conditions prescribed in those provisions, this certificate of conformity is hereby issued with respect to the test engines which have been found to conform to applicable requirements and which represent the following nonroad engines, by engine family, more fully described _in the documentation required by 40 CFR 89 and produced in the stated model year. This certificate of conformity covers only those nonroad compr_ession-ignition engines which conform in all material respects to the design specifications that applied to those engines described in the documentation required by 40 CFR Part 89 and which are produced during the model year stated on this certificate of the said manufacturer, as defined in 40 CFR Part 89. It is a term of this certificate that the manufacturer shall consent to all inspections described in 40 CFR 89.129-96 and 89 .506-96 and authorized in a warrant or court order. Failure to comply with the requirements of such a warrant or court order may lead to a revocation or suspension of this certificate for reasons specified in 40 CFR Part 89. It is also a term of this certificate that this certificate may be revoked or suspended or rendered void ab initio for other reasons specified in 40 CFRPart 89. This certificate does not cover nonroad engines sold, offered for sale, or introduced, or delivered for introduction, into commerce in the U.S. prior to the effective date of the certificate. '-!S-~Ea,.,,,.-.l~A:tlfel EXECUTIVE ORDER U·R-022-0112 '-'..===-AIR RESOURCES BOARD PERKINS ENGINES COMPANY L TO. New Off-Road Compression-Ignition Engines Pursuant to the authority vested in the Air Resources Board by Sections 43013, 43018, 43101, 43102, 43104 and 43105 of the Health and Safety Code; and Pursuant to the authority vested in the undersigned by Sections 39515 and 39516 of the Health and Safety Code and Executive Order G-02-003; · · IT IS ORDERED AND RESOLVED: That the following compression-ignition engine and emission control system produced by the manufacturer are certified as described below for use in off-road equipment. Production engines shall be in all material respects the same as those for which certification is granted. MODEL ENGINE FAMILY DISPLACEMENT FUEL TYPE USEFUL LIFE YEAR (liters) (hours) 2008 8PKXL06.6PJ1 6.6 Diesel 8000 · ..... ~ .. ~ ... · .... ,-, .11nJ:11:.1;;a .•;:':'.!,il1•1tt:1.t::\::~-!;,:: n •··· _ .'·l:111 ~.: .. ;.:,·-•. ·,. ·, •,::::i::t'!,lt\11"1 •,i·-···.1 •.,1:,••.;.• .. :,1,.,·.;,~-!1.::•:1:11,•,;:.., •• ,. •!•··· .. :::t:, •• :..::..:r·. , ,.• ·:--:••.•,::'":..:::.--·1 • • -.~ •'l•t "~. '::'t:"° :..:. • 1 .. r, ·:.-:::~::"t" ,1 ,:1'". 1. ~ SPECIAL FEATURES & EMISSION CONTROL SYSTEMS TYPrCAL EQUIPMENT APPLICATION Direct Oiesel Injection, Turbocharger, Crane, Loaders, Tractor, Dozer, Pump, Emission Control Module, Charge Air Cooler Compressor, ,Generator Set, Other Industrial Equipment The engine models and codes are attached. The following are the exhaust certification standards (STD} and certification levels (CERT) for hydrocarbon (HC), oxides of nitrogen (NOx}, or non-methane hydrocarbon plus oxides of n_itrogen (NMHC+NOx), carbon monoxide (CO), and particulate matter {PM) in grams per kilowatt-hour (g/kw-hr), and the opacity-of-smoke certification standards and certification levels in percent(%) during acceleration (Accel), lugging (Lug), and the peak value from either mode (Peak) for this engine family (Title 13, California Code of Regulations, (13 CCR) Section 2423): RATED POWER EMISSION EXHAUST (glkw-hr) · OPACITY(¾) CLASS STANDARD HC NOx NMHC+NOx co PM ACCEL CATEGORY LUG PEAK 130< kW <225 Tier3 STD N/A NIA 4.0 3.5 0.20 20 15 50 CERT -· --3.6 1.8 · 0.17 16 11 26 BE IT FURTHER RESOLVED: That for the listed engine models, the manufacturer has submitted the information and materials to demonstrate certification compliance with 13 CCR Section-2424 (emission control labels), and 13 CCR Sections 2425 and 2426 (emission control system warranty). Engines certified under this Executive Order must conform to.all applic_able California emission regulations. This Executive Order Is only granted to the engine family and mo.del-year listed above. Engines In this family that are produced for any other model-year are not covered by this Executive Order. Executed at El Monte, California on this __ Z __ / __ day of December 2007. Annette Hebert, Chief Mobile Source Operations Division Engine Family 1.Engine Code 2.Engine Model U-f<., o-z?...,-ot/2 Engine Model Summary Template Mfttc~t'>"'~V! -r 1.. 0 -f 5 3.BHP@RPM (SAEGro$S) 4.Fuel Rate: 5.Fuel Rate: mm/stroke@ peak HP (lbs/hr)@ peak HP 6.Torque@ RPM (for diesel only) (for diesels only) {Sf;,\ Gross) 7.Fuel Rate: mm/~troke@peak a.Fuel Ra'.e: 9.Emission Crmtrol torque (lbs/hr)@peak torqueoevice Per SAE J1930 ..... --.. ·-··-······-····· ................ _·-··--............... ----··--249@2200 133.6 96.6 774@1400 158.1 72.8 ECM DDl!fA ·-r C.. CAC. 8PKXL06.6PJ1 1 2636/2200 8PKXL06.6PJ1 2 2640/2200 237@2200 127.5 92 . .2 701@1500 143.5 70.8 ECM DDIT. .. .. . ......... .. ........... .. ... ·-.. _____ .............. --------.··---· ·--·---····"··-·· .. ----.----"··"" ---·---·----=-----·-·--·· .. ··--"·-··· ................... _ ........... _ ........................... ---+--4--- 8PKXL06.6PJ 1 3 2642/2200 ..-. 275@2200 140.5 101.6 .702@1400 144 66.3 ECM DDIT. _ ........ . ............ . ... ".... .. ......................... ____ .............. __ ;:;......._ ... --··· ... -......................................... ____ .;::._ ______ .... ., ........... -.... -----·--· ··--· ................. -............. ..!-..... · ·-.. : .... _ 8PKXL06.6PJ1 4 2478/2200 -... 225@2200 .... _!J_?.:.~ ........................ -~~.9 725@1400 146.6 67.5 ECM DOil, 8PKXL06.6PJ1 5 3328/2000 211.9@2000 119.2 . 78.4 7'75@1400 158.8 73.1 ECM DOI T .~.~.~~~.?.:~?.~ ! ........ ~-:~~::·.:~~ .... -.......... 2548122~~ ... -..... .~.~~~2200 ·---.. ~9·:;·:::~ -··-.. -.. -... ~.~.:.~ .. :.:~~--.. ... 656@1400, .... _.-..... 134.5 ... . . ........... ~.~ :~ .... ·-· ··-·· .... -·ECMO-DI-T+µ--,- 8PKXL06.6PJ 1 7 2550/2200 182@2200 94.6 .. -........ _ .. ~.~:.~-··-·-··· 592@1400 .......... J~~:~ ........ __ 56:8 -·--·~~M !?~! ECMDDI ---------··-.. -· 8PKXL06.6PJ1 ......... ···--·--s.......... . ... 2554/2200 ........... 213@2200 ............... 114.4 ..................... .. 82.8 ............ 687@1400 .................. 138.B .............. __ 63.9 ECM DOI --·----1----........................ ,,, -··· .~P0.~0~~~~t1 ............ --...... ~ .................... ~5..5.~!,~~.~.~ ........... 196@2200 105.5 76.3 ..... 643@1400 ........ ~~.~.:.~ ..................... -~.~-~ ............... .. 8PKXL06.6PJ1 10 259612000 231@2000 128.4 84.4 693@1400 149.5 68.8 ECM DDI sr. r-xios.epj ~ ... :: .. ~ ... : ... : .. ·.·1~1:.:-. ....................... 261412000 ...... _. \1·1·@200?. ......... ~.·:~~.~:~~~~~............. ..... ...... 65~4· a30@14oo .•.• _ .... 1.~~.:~ .. :~.:::~.:.: ... ·:::· __ j~;i~~.::.-:·.:-. ·:·.·--~~p~:~~.~~~~~[=~~;.;.::.·.~_-_. . .. ~.PKXl06 .. 6PJ.1 .................. ~.~ .................... 2784/2000 ...... __ !?._7@.~~~~ .............. 1.~.! ........... , .......... ~:~... 646~!~~~ .................. 129 .......... _ ........ .,~?.~~-.................. ~.~r~--~.~~.! .~'..~~9-~:~~~~---··· .......... ! .. ~ ...................... ~78~/~~~?. ............. !.~~~2000 112 . 73.7 ...... __ . 723@1400 ·150 ... : ................ ~~:~ .................. _.ECM DOI T. 8PKXL06.6PJ 1 . --······--·· ________ , ......... 8PV..XL06.6P,11 15 3068/2200 182@2200 -----·-··---.............................. --··--·-···· .-....... -.. ·· _._ .. _____ , .. _ .. 14 2782/2000 172@2000 627@14.00 129 59.4 ECM DOI T. -·-·--··---.............. ......................... ............ _.......,._t.:: t=~·-·•---- .. ....... ~~ ............................... ~.~-! 592@140~ 115 .......... --~~.:~ ................... ~5:?M DDITf"" ..... , .. ---~ ..... .. 101 66.4 8PKXL06.6P J 1 16 3036/1800 209@1800 128.6 i6.1 591@1350 141.7 62.9 ECMDDIT. -----·-·---··-............ . 8PKXL06.6PJ1 17 3002/2200 .......... 173@2200 91 ·-· ... 65.8 .......... -.... 574@1400 120 55.2 ECM DDIT, 8PKXL06.6PJ1 18 2552/2200 193@2200 99 71.6 624@1400 -··-----·· .... -................. , .... -.......... _... -.......... --------·---·-----126 58 ,. ...... ·····----·· ............ ·-----+--·--t-----'f·--.. 8PJO(l06.6PJ1 19 3004/2200 185@2200 .97 70.2 611@1400 125 57.5 ----------·--· ·-····--· .......... ·-· --· ---··--·-··-··" ............ -.. -,~ .. ·-···-···-· ...................... ---------··-............... _,., .. _. __ .. ___ , __ ._ ,-.. ··---···---------------- 8PKXL06.6PJ1 20 3006/2200 203@2200 110.3 79.8 680@1400 145.9 67.2 ECM DDI ·s·P·v.xL06.6PJ1··.··· ... ··--···-·.2·1 ....................... 3052;2500-............. 1.89@250D ............ ~.--.92-~--·------· 75.6 ............. u ... 594@15.oo"--·121·----· .. -· .. ·.--·--· .. 59.7 .................. EC~A· o;H:x1 ·:·:t ~ ...... . 8Pl<Xl06.6P,J1 22 3076/2100 197@2100 110 76 662@1400 136 62.6 ECM DDIT l_ ··---· ·-·-··---··-·····--·-....... ·-··-·-............... ·•···· , .. .....,_~ _____ ,. ... ,. __ ,,_ ·······--······ ._ .............. -........ -------··-··--·--·-··------.,,,,,. ... ., ---·---·--·-·-··--· ·-·····---·· ......... _ ... ._._,_ .. ,. .... ~··" ___ , ............. _ • ···- 8PKXL06.6PJ 1 23 3074/2100 175@2100 99 68.4 662@1400 136 62.6 ECM DOI T. ...... ,..... ···.•--.t.:..~----~,,. _ __,, ........ uu,..,.,-____ ...... ,. ...... .,.._._.,,._,, ... -.......... -, ... ,.,..,. . ._. _ _._ .............. ,_. ____ ....... ,_ .... ____________ ,.._. ___ .. .., ........ -.. ·-·--+---•I•--··· 8PKXLO.~.:~.~J1 ................ ~~....... 3220/~-~~~·--··~·~!,4@2000 129.3 ...... ----~~~--··~.. ... 533@1300 151.1 64.6 ECM D01 T. 8PKXL06.6PJ1 ........ ,_._ ....... 25·····-·· .. ····· .. 2694/1800 ...•... 274@180o .................. 1ss.2 .... ___ 93.6 .... _ .... _ 800@1800 ............. 1ss.2. 93.6 ECM DDIT. 8PKXL06.6PJ1 26 3246/2100 197@2100 109.1 75.3 662@1400 136.3 62.7 ECM DDIT. ·-v·- ............ -... ·---··---· .. --.. ····------... -..... -................... --------------------------------.. -....... _ ................ _. ........ ...... . .......... ·--··· __________________ ..... ___ ..... --.. ·-----.... -....... -............................... -.... _ ..... -. ---------- Engine Model ·summary Template d-/Z-'-'22-O(l'2 A.ftitcht"'l~,.,+ Z. of 3 Eogine Family 1.Engine Code 2.Engine Model 3.BHP@RPM (SAE Gross} 4.Fuel Rate: S.F11el Rate: mm/stroke @ peak I-IP (lbs/hr)@ peak HP 6.Torque @ RPM (for diesel only) {for di9sels only) {SEA Gross) 7.Fuel Rate: mm/$lroke@peak 8.Fuel Raia: 9.Emission C0nlr0I torque (lbs.lhr)@peak(orque0evice Per SAE J193O 8PKXL06.6PJ1 ·-~!----.. ·---··-.. 3226/2000 197@2000 111.8 73.5 723@1400 _._ .. ~3.~................ 66,2 ECM DOI i--.::C~.-0', aPKXLoa.sPJ.1 ......................... 2s_· .. ··-·-· .. _ ........ 322a12000 ........... 111@2000 -...... __ .. :102.4._ ..... ., ....... -......... s1.3 ............. _ ........ s46@1400 131.7 ..... _ ............. so.s. ECM 001 ~ I 575@1400 118 54.3 ECM DDI T, ~~KX~~~~~~·1·-····· ................ ~~ ..... _......... 3288/2200 173@2200 90 ...... 65.1 ·-·---·-·-··· --·-·-"·--+-.. --...... •t-•h•• ···---"1-..- 592@1400 124 57.1 ECM DDI T, 624@~.~oo ................. 129 ............. 59.~.. ECM DDITk· t ) 6PKXL.06.6PJ1 30 3290/2200 182@2200 $9 71.6 ..... _._ ................ -····-·-·----- 8PKXL06.6PJ1 31 1~3@2200 102 ------'----.. -... -..... __ _ 3294/2200 73.8 3300/2200 185@2200 .. ~~ ....... -·-"'··----····"!~:.~ ............... ~~1@1400 127 58.5 __ .... -...... ECM DOI T. 8PKXL06.6PJ1 8Pl<XL06.6PJ1 32 33 ... 330212200 ............... 202@2200 ... -........ __ 107 ........................ 77.4 ...... ....... 680@1400 _ ................. 139 -............................ 64 .................... _E_C_M_D_D_I_T.+---+--.........i 8PKXL06.6PJ1 __ 34 3230/2000 172@2000 100.2 65.9 533@1400 127.9 58.9 ECM ODIT, h·----·----· ........................ ----· -----·--··-· ------·· .... ··-···-·---· -·---------__ , ____ ,,_,_,,_, __ , .. ____ ....... t·-,...... . .... -............. . 8PKXL06.6PJ1 35 2682/1800 230@1800 134.5 79.6 670@1B00 134.5 79.6 ECM DDIT, ..... ---·--···········................... ......... . ............ -................... __________________ ,,._ .... _=_, ........................... -·--------..... -.... ---1---f----f .~~KXL06.6~J1 .................. 36 -·-·--···· :m~o,1aoo ............. 2.17@1800 127.6 75.5 ·---.......... 632@18~0 ........... -......... 121.6...... .. . ....... 75.5 .. ECM DOI T, 8PKXL06.6PJ1 37 3210/2000 181@2000 100.7 66.2 662@1400 134.6 62 ECM OOITI ·---.......................................................................... _ ................. ·--· . ._ ... ,, ........... _ ........... ................... ......... .... .....•.. .. ..................... ___ _ aPKXLos.ePJ1 ......................... 38 ............ 321412000 ......... 1as@2coo ........... 104.6 .......................... aa.s .................... aa2@14oo ................... 136.8 _ ............. _ .. ·-·····-63 ____ _ 8~~~~.~.~~:~~.~.1-................ -.... ~~-............... 3216/2000 191@2000 .............. 108.3 ............... _ 71.2 699~14~?. ... -............. !..38.~_ ...................... ~~:~ ... OPl<XL06.6PJ1 40 3244/2100 175@2100 97 67 662@1400 135 · 62.1 ECM ODI ... . ................. ·-· .... -. .,_.,, ........... ,.,._, .... .. -· ...................... ,., ___ ,,. -......... _., ....... ___ ,.., ...... _,_,,. __ ,. _____ ··---.. ·-------·---------..... -·---,. ___________ ... ,, ..... ···-· ................... _,., ......... 1-·· ...... 1-· 8PKXL06.6PJ 1 41 3286/2200 171@2200 • 95 68.7 630@1400 133 61.2 ECM DOI --···-. ......... -.... -...... ··-....... .. . . . . ........... ·-........ ···-.... --· .. ,, _____ .... ---·--·-···-·· --· . ·····-....... -···---····-·· .. ····· . . ........ ···------·-··J-··· .... _.,. .... 8PY~L06.6PJ1 42 3292/2200 188@2200 99 i1.6 656@1400 135.2 62.2 ECMDDI ·---,---·--.... , _____ ,_, . .. . -------·---·---·--···-. -... -·-·------------------.. ---·---·--.. -.............................. _.......................... . .. -· ........ ...1,--·--·-········ ...... . . ··········-·-··· "-------+ 8PKXL06.6PJ1 43 3296/2200 196@2200 102 73.8 643@1400 134 61.7 ECM DOI AA , __ ,_, -•" .__. .... , •• • • "' • • • •' •• •••• "''''" • • ., .. , "'"•••••----"------------•-••••,...,••••-••-__ , ..... •---"'" , ... ,,,,,_., -..--••-• ••• •• "•" _,,, • .,.,,, ___ ,,_,,.._ -•,••,• '''''"" M .. ,_ __ ,•.,•••-•••-•-• -••••-••••••J•-.. •....-o•'f•••••• 8Plo<L06.6PJ1 44 3298/2200 196@2200 102.4 74.1 643@1400 133.6 61.5 . ECM DOI AA o _. .. ,-,., • •••••••"'' ,-,, • -• ... ,,•'•I ,,, _,,_,,,,.__,,,,.,,,,_,,., • ,., ........ _,, _ _.. __ ,., -••-•--·-------------·-----,,_,.._,, ___ ~•-•---~-----...---•• •••••• •• -••T •••-••-"--·•--f•--·-••I •-• 8PKXL06.6PJ1 45 3304/2200 213@2200 109.4 i9.1 687@1400 141.5 65.1 ECM DD! AA . -........ -···-·-······ ... ·-·---------·-.......... ·-... , .... _,,,_ __ .., ............ ---··---··· ... --................. ·-·--... ····-···--········~·--• ........ _, ___ ,_,., .... _ .. __ .. , ....... ___ ~----·-t- 8PKXL06.6PJ1 46 3306/2000 224@2000 125 82.2 730@1300 145 62 ~;;~:~~~~~~i:: ... · ,.. · ··· ·4?.~:·:··:.····· .. ···:: ·~ .. ~.i~?!.~9.~:.~ .. ·::~:~::~~~~~~~~:.:·:~~~·:~~:=::..~.~:~···-·····--:~~-~~:=·~~~s·. L.~~: .... ·:·:·:·:::.:?.~!.~!~~--··· ..... _ .. 148.4 ... ·· .. ·.-~: Ba.·3 ................ -. ·Ec~~~~ij~:-.,~~:-~~~ .. ~-~.:·:· .~~~l06.6~~ .. ~ ........... _ .......... ~.~.-........ -........... ~~~~/.!!!~~ ............... ~Q~~1800 -..... _224.6 73.7 680@~~.~ ........ .,_]~~:~ ................... _ ..... ~~~ ........ ·-··· ECM DOI 8Pl<XL06.6PJ1 49 3324/2200 249@2200 127.4 92.2 774@1400 153.4 70.6 ECM DOI · ·--·-•••-•n•• ••• ·••• .......... -,, ... ,,,.,,_, ,.. _..,_ _ _____ .,,.__..,...,,,.r~...,----_,. _.,.,1,.,..~--•••~•.._,.,.,,._ .... ,,,uuu ... , ........... ....,., • ..., __ 8~~XLOo.6PJ1 ............ 50 3330/2000 ··-~01@2000 116 .-........ --.......... !.?.:.~ .. ·-··-· 739@1400 ·-·········__]·~~-....... -.......... __ __!?~ ....... -.. ~---E_C_M_D_D_l-i---...--- 8PKXL06.6PJ1 ...... _ ......... ~.--.................. ~34/2200 193@~00..... 103.1 74.6 624@1'!_~~ .................. 127.6 .. -...... ~~--_EC_M_DD_l---1---1----¼--- 8PKXL06.6PJ1 52 3418/2200 182.4@2200 97.3. 70.4 802@1400 .... . .................. ,,..·------~·~·-.... .,,. .. , ... , ................... __ .. _ ..... _______ ~.-... ,-............. -... _ .... _ .... _.·-.-::-.-::-_-:.--.::-.::-~~_:::-_-...::----_-_-_-_-122.6 -·-·· .............. -··----··-·-·-·------·-···---.. ·--------·-.. ---··-------------···-··-·----.. ·····-·--·---- 56.4 ECMDDI ··-.. ··-······· .. -...... --.. ------- 1.,,{-f<..-~2"2-c,I{ 2..- Engine Model Summary Template Attocti~er" + > 0 f ) 4.Filel Rate: 5.Fuel Rate: 7.Fuel Rate: Engine Family 1.Engine Code 2.Engine Model 3,BHP@RPM (SAE Gross) mm/stroke@ peak HP (lbs/hr)@ peak HP 6.Torque@ RPM {for diesel only) (for diesels only) ($EA Gross) mm/stroke@peak a.Fuel Rale: 9.Emission Control torque (lbs/hr)@peak torqueoevlce Per SAE: J1930 8PKXL06.6PJ1 8PKXL06.6PJ1 _ .. , .......... , ,....,.,_, •...... ._ .. . 8PKXL06.6PJ1 53 3402/2200 --1---- 54 3488/2200 -----55 3478/2200 172.9@2200 182.4@1900 202.5@22.00 ···----·· ......... -······· ·······-----·-.. _____ ., _______________________________________ _ -------··· ---·--·------------------- 92.5 100.7 107.7 ,. 66.9 640@1400 131.5 60.5 ECMDDIT TC 0c. --~--- 62.9 592@1400 125.7 57.9 :~~ ~~: ~---····t·····-· 1 .. .... ----· ..... ____ ,_ ·-·--------··-· ... -.. -....... ..,., ... _ i7.9 688@1400 140.6 64.7 ___ ,... ...... , -· ,.,_ .... ··-----·--·--·--· .... -· ·--..... Effective with sales to the first user on or after February 1, 2008 CATERPILLAR LIMITED WARRANTY Industrial, Petroleum, Locomotive, Agriculture Engine Products and Electric Power Generation Products Worldwide Caterpillar Inc. or any of its subsidiaries ("Caterpillar") warrants new and Remanufactured engines and electric power generation products sold by it (including any products of other manufacturers packaged and sold by Caterpillar), to be free from defects in material and workmanship. This warranty does not apply to Caterpillar Motoren (CM) product, engines sold for use in on-highway vehicle or marine applications, engines in machines manufactured by or for Caterpillar, 3500 and 3600 Family engines used in locomotive applications, 3000 Family engines, C0.5 through C4.4 and ACERT (C6.6, C7, C9, C11, C13, C15, C18, C27, and C32) engines used in industrial applications, or Caterpillar brand batteries. These products are covered by other Caterpillar warranties. This warranty is subject to the following: Warranty Period • For new industrial engines, engines in a Petroleum application or Petroleum Power Systems, or engines in a Locomotive application, or Uninterruptible Power Supply (UPS) systems, the warranty period is 12 months after date of delivery to the first user. • For Mobile Agricultural applications and Automatic Transfer Switch (ATS) products the warranty period is 24 months after date of delivery to the first user. • For electric power generation products in prime or continuous applications the warranty period is 12 months. For standby applications the warranty period is 24 months/1000 hours. For emergency standby applications the warranty period is 24months/400 hours. All terms begin after date of delivery to the first user. • For all Remanufactured engines, the warranty period is 6 months (12 months for mobile agricultural and standby electric power generation applications) after date of delivery to the first user. SELF5419 Caterpillar Responsibilities If a defect in material or workmanship is found during the warranty period, Caterpillar will, during normal working hours and through a place of business of a Caterpillar dealer or other source approved by Caterpillar: • Provide (at Caterpillar's choice) new, Remanufactured or Caterpillar-approved repaired parts or assembled components needed to correct the defect. Note: Items replaced under this warranty become the property of Caterpillar. • Replace lubricating oil, filters, coolant and other service items made unusable by the defect. • Provide reasonable or customary labor needed to correct the defect, including labor to disconnect the product from and reconnect the product to its attached equipment, mounting, and support systems, if required. For new 3114, 3116 and 3126 engines and electric power generation products (including any new products of the other manufacturers packaged and sold by Caterpillar): • Provide travel labor, up to four hours round trip if, in the opinion of Caterpillar, the product cannot reasonably be transported to a place of business of a Caterpillar dealer or other source approved by Caterpillar (travel labor in excess of four hours round trip, and any meals, mileage, lodging, etc. is the user's responsibility). For all other products: • Provide reasonable travel expenses for authorized mechanics, including meals, mileage, and lodging, when Caterpillar chooses to make the repair on-site. User Responsibilities The user is responsible for: • Providing proof of the delivery date to the first user. • Labor costs, except as stated under "Caterpillar Responsibilities", including costs beyond those required to disconnect the product from and reconnect the product to its attached equipment, mounting and support systems. • Travel expenses not covered under "Caterpillar Responsibilities". • All costs associated with transporting the product to and from the place of business of a Caterpillar dealer or other source approved by Caterpillar. • Premium or overtime labor costs. • Parts shipping charges in excess of those which are usual and customary. • Local taxes, if applicable. • Costs to investigate complaints, unless the problem is caused by a defect in Caterpillar material or workmanship. • Giving timely notice of a warrantable failure and promptly making the product available for repair. • Performance of the required maintenance (including use of proper fuel, oil, lubricants and coolant) and items replaced due to normal wear and tear. • Allowing Caterpillar access to all electronically stored data. (continued on reverse side ... ) E,A,O, D Limitations Caterpillar is not responsible for: • Failures resulting from any use or installation which Caterpillar judges improper. • Failures resulting from user's delay in making the product available after being notified of a potential product problem. • Repair of components sold by Caterpillar that is warranted directly to the user by their respective manufacturer. Depending on type of application, certain exclusions may apply. Consult your Caterpillar dealer for more information. • Failures resulting from attachments, accessory items and parts not sold or approved by Caterpillar. • Failures resulting from unauthorized repair or adjustments, and u~authorized fuel-setting changes. • Failures resulting from abuse, neglect and/or improper repair. • Damage to parts, fixtures, housings, attachments, and accessory items that are not part of the engine or electric power generation product (including any products of other manufacturers packaged and sold by Caterpillar). For products operating outside of Australia, Fiji, Nauru, New Caledonia, New Zealand, Papua New Guinea, the Solomon Islands and Tahiti, the following is applicable: NEITHER THE FOREGOING EXPRESS WARRANTY NOR ANY OTHER WARRANTY BY CATERPILLAR, EXPRESS OR IMPLIED, IS APPLICABLE TO ANY ITEM CATERPILLAR SELLS WHICH IS WARRANTED DIRECTLY TO THE USER BY ITS MANUFACTURER. THIS WARRANTY IS EXPRESSLY IN LIEU OF ANY OTHER WARRANTIES, EXPRESS OR IMPLIED, INCLUDING ANY WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE, EXCEPT CATERPILLAR EMISSION-RELATED COMPONENTS WARRANTIES FOR NEW ENGINES, WHERE APPLICABLE. REMEDIES UNDER THIS WARRANTY ARE LIMITED TO THE PROVISION OF MATERIAL AND SERVICES, AS SPECIFIED HEREIN. CATERPILLAR IS NOT RESPONSIBLE FOR INCIDENTAL OR CONSEQUENTIAL DAMAGES. CATERPILLAR EXCLUDES ALL LIABILITY FOR OR ARISING FROM ANY NEGLIGENCE ON ITS PART OR ON THE PART OF ANY OF ITS EMPLOYEES, AGENTS OR REPRESENTATIVES IN RESPECT OF THE MANUFACTURE OR SUPPLY OF GOODS OR THE PROVISION OF SERVICES RELATING TO THE GOODS. IF OTHERWISE APPLICABLE, THE VIENNA CONVENTION (CONTRACTS FOR THE INTE.RNATIONAL SALE OF GOODS) IS EXCLUDED IN ITS ENTIRETY. For personal or family use engines or electric power generation products, operating in the USA, its territories and possessions, some states do not allow limitations on how long an implied warranty may last nor allow the exclusion or limitation of incidental or consequential damages. Therefore, the previously expressed exclusion may not apply to you. This warranty gives you specific legal rights and you may also have other rights, which vary by jurisdiction. To find the.location of the nearest Caterpillar dealer or other authorized repair facility, call (800) 447-4986. If you have questions concerning this warranty or its applications, call or write: In USA and Canada: Caterpillar Inc., Engine Division, P. 0. Box 610, Mossville, IL 61552-0610, Attention: Customer Service Manager, Telephone (800) 447-4986. Outside the USA and Canada: Contact your Caterpillar dealer. SELF5419 For products operating in Australia, Fiji, Nauru, New Caledonia, New Zealand, Papua New Guinea, the Solomon Islands and Tahiti, the following is applicable: THIS WARRANTY IS IN ADDITION TO WARRANTIES AND CONDITIONS IMPLIED BY STATUTE AND OTHER STATUTORY RIGHTS AND OBLIGATIONS THAT BY ANY APPLICABLE LAW CANNOT BE EXCLUDED, RESTRICTED OR MODIFIED ("MANDATORY RIGHTS"). ALL OTHER WARRANTIES OR CONDITIONS, EXPRESS OR IMPLIED (BY STATUTE OR OTHERWISE), ARE EXCLUDED. NEITHER THIS WARRANTY NOR ANY OTHER CONDITION OR WARRANTY BY CATERPILLAR, EXPRESS OR IMPLIED (SUBJECT ONLY TO THE MANDATORY RIGHTS), IS APPLICABLE TO ANY ITEM CATERPILLAR SELLS WHICH IS WARRANTED DIRECTLY TO THE USER BY ITS MANUFACTURER. TO THE EXTENT PERMITTED UNDER THE MANDATORY RIGHTS, IF CATERPILLAR IS THE SUPPLIER TO THE USER, CATERPILLAR'S UABILITY SHALL BE LIMITED AT ITS OPTION TO (a) IN THE CASE OF SERVICES, THE SUPPLY OF THE SERVICES AGAIN OR THE PAYMENT OF THE COST OF HAVING THE SERVICES SUPPLIED AGAIN, AND (b) IN THE CASE OF GOODS, THE REPAIR OR REPLACEMENT OF THE GOODS, THE SUPPLY OF EQUIVALENT GOODS, THE PAYMENT OF THE COST OF SUCH REPAIR OR REPLACEMENT OR THE ACQUISITION OF EQUIVALENT GOODS. CATERPILLAR EXCLUDES ALL LIABILITY FOR OR ARISING FROM ANY NEGLIGENCE ON ITS PART OR ON THE PART OF ANY OF ITS EMPLOYEES, AGENTS OR REPRESENTATIVES IN RESPECT OF THE MANUFACTURE OR SUPPLY OF GOODS OR THE PROVISION OF SERVICES RELATING TO THE GOODS. CATERPILLAR IS NOT LIABLE FOR INCIDENTAL OR CONSEQUENTIAL DAMAGES UNLESS IMPOSED UNDER MANDATORY RIGHTS. IF OTHERWISE APPLICABLE, THE VIENNA CONVENTION (CONTRACTS FOR THE INTERNATIONAL SALE OF GOODS) IS EXCLUDED IN ITS ENTIRETY. This warranty covers every major component of the products. Claims under this warranty should be submitted to a place of business of a Caterpillar dealer or other source approved by Caterpillar. For further information concerning either the location to submit claims or Caterpillar as the issuer of this warranty, write Caterpillar Inc., 100 N. E. Adams St., Peoria, IL USA 61629. IJb1/26/2009} Raenette Abbey --Project: Sierra Wireless, PCR09066, 22oo·Faraday Aveni::ie ,, " From: To: CC: Date: Subject: Attachments: Hi Raenette: "Aaron Kroll" <aaron@dpdesigninc.com> <rabbe@ci.carlsbad.ca.us> "'Donald Pitman"' <donald@dpdesigninc.com> 01/26/2009 9,22 AM Project: Sierra Wireless, PCR 09066, 2200 Faraday Avenue SECTION 2.pdf; Cover.pdf I have attached some specification information regarding Project: Sierra Wireless, PCR 09066 at 2200 Faraday Avenue. Attached are the specifications for the generator that is to be installed. If there is any further information that is required at this time please let me know. Thank you for your help. Aaron Kroll 3900 Fifth Avenue Suite: 290 San Diego, CA 92103 T. (619) 299-0011 F. (619) 299-5544 Aaron@dpdesigninc.com dpdesigninc.com <http://www.dpdesigninc.com/> l11b_1/g_6/20~09) Raenette fi;gbe}'-Cover.pdf - l HAWTHORI\IE rm Equipment Submittal (For Approval) Hawthorne Power Systems P.O. Box 120708 San Diego, CA 92112 858.974.6800 tel 858.974.6819 fax One (1) New Caterpillar Model D150-8 Tier Ill EPA/CARB Certified, Standby Diesel Generator Set, Rated at 150 kw, 120/208v, 60 Hz with 24 hour Sub Base Fuel Tank and Weatherproof Enclosure. One (1) Caterpillar CTG Model Automatic Transfer Switch 600 Amp, 120/208v, 4 Pole, 4 Wire, 3 Phase, 60 hz, in a Nema 1 Enclosure. Prepared for Jonathon Swanson Rick's Electric 7560 Trade Street San Diego, Calif. 92121 Project Name: Sierra Wireless Ref.: HPS ID#: 80446 P.O.#: TBD Project Location: Sierra Wireless San Diego, Calif. 92121 Prepared by: Hawthorne Power Systems Date: December 12, 2008 Page 1J fCAotoob vk/ C{J!)f //>t2S SIERRA WIRELESS SECTION TWO (2) ENGINEERING AND EQUIPMENT DATA SHEETS DIESEL GENERATOR SET. C.I.TERPILLAR® FEATURES GENERATOR SET Picture shown may not reflect actual package • Complete system designed and built at ISO 9001 certified facilities • Factory tested to design specifications at full load conditions ENGINE • Governor, electronic • Electrical system, 12 VDC • Cartridge type filters • Battery rack and cables • Coolant and lube drains piped to edge of base GENERATOR • Insulation system, class H • Drip proof generator air intake (NEMA 2, IP23) • Electrical design in accordance with BS5000 Part 99, EN61000-6, IEC60034-1, NEMA MG-1.33 CONTROL SYSTEM • EMCP 3.1 digital control panel • Vibration isolated NEMA 1 enclosure with lockable hinged door • DC and AC wiring harnesses MOUNTING ARRANGEMENT • Heavy-duty fabricated steel base with lifting points • Anti-vibration pads to ensure vibration isolation • Complete OSHA guarding • Stub-up pipe ready for connection to silencer pipework • Flexible fuel lines to base with NPT connections LEHE5521-01 STANDBY PRIME 125-150 kW 114-135 kW 60 Hz Model Standby Prime kW (kVA) kW(kVA) -·.0125-6 125,(156:3) l14 (142:51 ' D150·8 150 (187.5) 135 (168.8) Tier 3 EPA Approved, Emissions Certified COOLING SYSTEM • Radiator and cooling fan complete with protective guards • Standard ambient temperatures up to 50° C (122° F) CIRCUIT BREAKER • UL/CSA listed • 3-pole with solid neutral • NEMA 1 steel enclosure, vibration isolated • Electrical stub-up area directly below circuit breaker AUTOMATIC VOLTAGE REGULATOR • Voltage within ± 0.5% 3-phase at steady state . from no load to full load - • Provides fast recovery from transient load changes EQUIPMENT FINISH • All electroplated hardware • Anticorrosive paint protection • High gloss polyurethane paint for durability and scuff resistance QUALITY STANDARDS • BS4999, BS5000, BS5514, EN61000-6, IEC60034, NEMA MG-1.33, NFPA 110 (with optional equipment) DOCUMENTATION • Operation and maintenance manuals provided • Wiring diagrams included WARRANTY • All equipment carries full manufacturer's warranty. STANDBY PRIME 6 0 Hz 125-150 kW 114-135 kW OPTIONAL EQUIPMENT* ENCLOSURE • B Series weather protective enclosure (includes internal silencer system) • Sound attenuated enclosure (includes internal silencer system) -Single point lift -Panel viewing window -External emergency stop pushbutton SILENCER SYSTEM -OPEN UNIT • Level 1 silencer • Level 2 silencer • Level 3 silencer • Mounting kit • Through-wall installation kits ENGINE • Battery heater • Lube oil drain pump • High lube oil temperature shutdown • Lube oil sump heater CIRCUIT BREAKER • Auxiliary voltfree contacts • Shunt trip GENERATOR • Anti-condensation heater • Permanent magnet generator • AREP excitation system • Generator upgrade 1 size CONTROL SYSTEM • No control system • EMCP 3.2 digital control panel LEHE5521-01 2 C.l.TERPILLAR® MOUNTING ACCESSORIES • Seismic (Zone 4) vibration isolators FUEL SYSTEM • UL listed closed top-diked skid-mounted fuel tank base (12/24-hour capacity) with fuel alarm (low level/leak detected) • Critical high fuel alarm • Critical low fuel level shutdown COOLING SYSTEM • Coolant heater • Low coolant temperature alarm • Low coolant level shutdown • Radiator transition flange REMOTE ANNUNCIATORS • 16-channel remote annunciator panel (suppli_ed loose) MISCELLANEOUS ACCESSORIES • Toolkit • Additional operator's manual pack • Special enclosure color • UL listing • CSA certification • French or Spanish language labels EXTENDED SERVICE CONTRACTS • Extended Service Coverage available * Some options may not be available on all models. Not all options are listed. STAN D·BV PRIME 6 0 Hz SPECIFICATIONS • GENERATOR 125-150 114-135 kW kW Voltage regulation ................. ± 0.5% 3-phase at steady state from no load to full load Frequency ..... ± 0.25% for constant load, no load to full load Waveform distortion ....•............. THO < 4%, at no load Radio interference .............. Compliance with EN61900-6 Telephone interference ................... TIF < 50, THF < 2% Overspeed limit .................................. 2250 rpm Insulation .......................................... Class H Temperature rise ...................... Within Class H limits Available voltages ........................ 277/480, 266/460, 120/240, 127/220, 120/208, 347/600 Deration ............... Consult factory for available outputs Ratings .................... At 30° C (86° Fl, 152.4 m (500 ft), 60% humidity, 0.8 pf -ENGINE Manufacturer ................................... Caterpillar Type .............................................. 4-cycle Bore -mm (in) ................•.......•....... 105.0 (4.13) Stroke -mm (in) ............................... 127.0 (5.00) Governor Type .................................. Electronic Class .................................................. G2 Piston speed -m/sec (ft/sec) ..................... 7.62 (25.0) Engine speed -rpm .........•........................ 1800 Air cleaner type ..................... Dry, replaceable paper element type with restriction indicator RATING DEFINITIONS AND CONDITIONS Standby-Applicable for supplying continuous electrical power (at variable load) in the event of a utility power failure. No overload is permitted on these ratings. The generator is peak rated (as defined in ISO8528-3). LEHE5521-01 4 C.I.TERPILLAR® D125-6 -C6.6 ACERT Aspiration ......................................... ATAAC Cylinder configuration ............................. In-line 6 Displacement -L (cu in) ........................... 6.6 (404) Compression ratio .................................. 16.3:1 Max power at rated rpm -kW (hp) Standby ...................................... 161.6 (217) Prime ........................................ 144.6 (194) BMEP -kPa (psi) Standby ...................................... 1633 (237) Prime ......................................... 1461 (212) Regenerative power -kW (hp) ..................... 14.9 (20) D150-8 -C6.6 ACERT Aspiration ......................................... ATAAC Cylinder configuration ............................. In-line 6 Displacement-L (cu in) ........................... 6.6 (404) Compression ratio .................................. 16.3:1 Max power at rated rpm -kW (hp) Standby ....................................... 171.3 (230) Prime ........................................ 154.4 (207) BMEP -kPa (psi) Standby ...................................... 1731 (251) Prime ......................................... 1560 (226) Regenerative power -kW (hp) ..................... 14.9 (20) Lill CONTROL PANEL • Heavy duty sheet steel enclosure with lockable hinged door • Vibration isolated from generating set • LCD display • AC metering • DC metering • Fail to start shutdown • Low oil pressure shutdown • High engine temperature • Low/high battery voltage • Underspeed/overspeed • Loss of engine speed detection • 2 spare fault channels • 20 event fault log • 2 LED status indicators • Lockdown emergency stop push button Prime -Applicable for supplying continuous electrical power (at variable load) in lieu of commercially purchased power. There is no limitation to the annual hours of operation and the generator set can supply 10 percent overload power for 1 hour in 12 hours. STANDBY PRIME 125-150 114-135 6 0 Hz D150-8 (3-Phase) Generator Set Technical Data -1800 rpm/60 Hz Power Rating Lubricating System Type: full pressure Oil filter: spin-on, full flow Oil cooler: watercooled Oil type required: API CH4/Cl4 Total oil capacity Oil pan Fuel Systf)in , ,, ., , , Generator set fueii-consuinpt,ign,, : ' 100% load 75% load 50% loi;ic:j Engine Electrical System Voltage/ground: 12/negative Battery charging generator ampere rating Cooling System Water p1,1mp type: centrifugal Radiator system capacity incl; engine Maximum coolant static head Coolant flow r.ate Minimum tempe·rc!ture to engine Temperature ·rise across englrie Heat rejected to coolant at rated power. Totc1I heat radiated to room at-rated power Radiator fan load Air Requirements Combustion air flow Maximum air cleaner restriction Radiator cooling air (zero restriction) Generator cooling air Allowable air flow restriction (after radiator) Cooling airflow (@ rated speed) Rate with restriction Exhaust System Maximum allowat)le backpressure · Exhaust-flow at rated kW ' Exhaust temperature <Jt rated kW - Dry exhaust Generator Set Noise Rating* (without attenuation) at 1 m (3 ft) Generator Technical Data Motor Starting ·Capability: (kVA) (30% voltage dip) Self excited . PM excited** A_REP excited Full Load Efficiencies: Standby Prime Reactances (per unit): .xd X'd Reactances X"d shown are X<i applicable to the X''q standby rating. Xz . Xo ,, Time Constants: * dB(A) levels are for guidance only ** With PMG Excited Option AVR12 LEHE5521-01 kW kW C.I.TERPILLAR® Materials and specifications are subject to change without notice. Standby Prime kW , kVA , 13ey, , · '168.8 t J50. 1,87:5 L U.S. gal 16.5 4.4 16.5 4.4 L U.S. gal 15.5 4.1 15.5 4.1 , , , , , , ,, " , ,, ,, ,, , ' , ' ,, !:./hr gai/hr 44.7' 11:8 4,1,5 1:1·.0 L/hr , _gal/hr 36.8 9.7 .34',3 · 9.1 , , L/hr gal/hr 28.4 t.5 26.6 7.0 amps 100 100 ', L . U.S. gal·, 2M · 5,5' 21.0 5.5· m H,O ft H;O $.0 2M· 8.0 26.Q L/hr U.S, gal/hr , 1.0 2Q0', 2,693 10 20,0 2,693,. oc , OF,, · 85 185 85 185 oo OF :1· 7,.9 14.2 7.9 14;2 kW Btu/min, 78.4 4,461 · . 73.5 · 4,182 .kW Btu/min 13.6 774 12.7 · 723 kW , 'hp , s.o , 10:7 8.0 10.7 · m•/min cfm 12.9 456 12.6 445 kPa in H,O 5 20 5 20 m'/min cfm 327 11,548 327 11,548 m•/min cfm 26.4 923 26.4 923 kPa in H,O 0.12 0.50 0.12 0.50 m•/min cfm 317 11,195 317 11,195 .: " kPa in Hg, ,. ,15 4.4 15 4.4 m3/min cfrn . ' ,, 31.5 1,~12 30t5 I 1,077 ot. oF. , .. 62!? 1,157, -610 1,130 · ., dB(A) 97.3 97.3 277/480V 266/460V 127/220V 120/240V 347/600V 120/208V ,. 420 391 363, 330 f\l/A 548, · 51-1 476 433. 511 548 511 ,476 433 511 92.9 .92.9 92.9 92.5 92.9 93.1 93.1 93.1 92.8 93.1 2:90. , . 3,16' ,, 3.45 · 3.86 3.16 0;10 , .• o,h · 0.:12,. •',, ,0.13 0.11 0.058 ·. 0.063. Q,,Q69 Q,078', 0.063 1.74 1.89 2,07 2.32 1.89 0:069 0.07!;i ' ,0.082· 0,092 0,075. 0.063 0.0~9 0.075 0.084 · 0.069 0;005 ·Q.005 · ,Q,006 0.007 0.005, t'd t11d t1do t, 100 ms 10 ms 2966 ms 15 ms 6 ENCLOSURES ___ _.. ________ _,,,,,,...,...,--~-- fi-:-1·r1 ' I' -' ' ---~ lJ • FEATURES '}' Photograph may show optional equipment ROBUST/HIGHLY CORROSION RESISTANT CONSTRUCTION • Black zinc die cast hinges tested and proven to withstand extreme conditions of corrosion • Zinc plated or stainless steel fasteners • Body made from steel components treated with polyester powder coating EXCELLENT ACCESS • Large cable entry area for installation ease • Doors located convenient to controls and service areas • Double doors on both sides • Vertically hinged doors allow 180° opening rotation • "Lift-off" doors, removable with 45° opening in confined locations • Lube oil and coolant drains piped to exterior of enclosure and terminated with drain valves • Radiator fill cover LEHE7046-01 C.4.TERPILLAR@ CAWF- WEATHERPROOF ENCLOSURES These weatherproof, factory installed enclosures incorporate internally mounted critical level silencers, designed for safety and aesthetic value on fabricated steel skidbases on diesel models. Optional UL listed tanks are available. These enclosures are of extremely rugged construction to withstand exposure to the elements of weather and rough handling common on many construction sites. They are designed on modular principles with many interchangeable components permitting on-site repair. Note: Options FSS1, FSS2, FSS5 and FSS6 (fuel level alarms) are not available on non-UL "B Series" base tanks. SECURITY AND SAFETY • Lockable access doors with standard key utilization • Cooling fan and battery charging alternator fully guarded • Fuel fill can only be reached via lockable access doors (only provided when optional fuel tank is ordered) • Exhaust silencing system totally enclosed for operator safety • Roof outlet exhaust with sealed roof aperture and rain cap • Stub-up cover sheets for "rodent proofing" TRANSPORTABILITY • Lifting points on baseframe • Optional tested and certified single point lifting facility OPTIONS • PVW2 Panel Viewing Window for CAWF • CSB2 External Emergency stop push button (red) mounted flush on exterior enclosure wall • FTP Integral metal fuel tank FUEL SYSTEMS FEATURES CONSTRUCTION • Manufactured entirely from 8 gauge (4 mm) steel • Continuously welded seams • Formed steel channel type side beams • Unitized load bearing structure • Integral lifting points • Corrosion resistant precoat • Listed to UL 142 • Closed top diked base tank AESTHETICS • Continuous high gloss finish • Polyester powder composite • Extremely durable and corrosion resistant LEHE5371-05 C.I.TERPILLAR® FCUL 1, FCUL2 - UL LISTED FUEL TANKS CLOSED TOP DIKED SKID BASE FUEL TANK The generator set skid base contains an integral, UL listed, double walled, steel fuel storage tank with diked rupture basin for the containment of fuel resulting from a tank leak or rupture. The rupture basin is integrally vented and has a closed top to prevent the ingress of precipitation, debris or other elements. The tank is leak tested to 3 psi and pressure tested to 15 psi. The base tank is UL 142 listed for Steel Above Ground Tanks for Flammable and Combustible Liquids under the "Special Purpose Tanks" category. They are intended for installation in accordance with the Flammable and Combustible Liquids Code, NFPA 30 of the National Fire Protection Association. FCUL 1 -Fuel capacity to provide typically 8 hour standby operation. See tables for actual fuel tank capacity and running hours. FCUL2 -Fuel capacity to provide typically 24 hour standby operation. See tables for actual fuel tank 1capacity and running hours. DESIGN FEATURES • Unique integral base and tank design • Developed specifically for open or enclosed generator sets • Internal baffles arranged to prevent recirculation of heated return fuel • Brass composite 2" filler cap • Mechanical fuel gauge • Primary vent with breather • Vent located accessible fo~ adapting to remote venting • Venting areas to UL 142 specifications • Leak detection switch • Emergency vent for main tank • Weatherproof diked containment basin • Removable base-end cover plate encloses stub-up area when used with enclosures FUEL SYSTEMS C.I.TERPILLAR® B I flT =«~- C - • ', ' *' -1$ _, _\ . ~ I >--------A--------;- SOUND ATTENUATED ENCLOSED GENERATOR SETS WITH CAE ENCLOSURE DIMENSIONS AND WEIGHTS WITH UL LISTED FUEL TANK Working Running lime, Running lime, Generator Dimensions, mm (in) Weight Generator Tank Capacity, 75% Load 100%Load Length Width Height Height kg (lb) Set Model liters (US gallons) (standby rating) (standby rating) FCUL1 FCUL2 FCUL1 FCUL2 FCUL1 FCUL2 FCUL1 FCUL2 A B C C FCUL1 FCUL2 D13-2 NIA 1.7,3(46) · N/A ' 49.~ ,'• . NIA 3\i:Q . ,19_QQ (74.~) . -9~0 (35:6)' NIA. ]}50,(68,9) NIA ''949(207~) . . .. D13-2S NIA 173 (46) NIA 49.3 NIA 36.7 1900 (74.8) 900 (35.6) NIA 1750(68.9) NIA 940 (2072) P17-2S NfA 173 (46) ·. N/A 37:5 NIA 28.3 · ·i~oo (74.ill . 900(35,6)· N'/A . 175_0 (68.9) , -N/A. iilpH2207) D18-2 N/A 173 (46) NIA 36.7 NIA 26.6 1900 (74.8) 900 (35.6) NIA 1750(68.9) NIA 1001 (2207) ·020-~ .N/A. .. 173 (46) NIA 34.5 NIA '24,f. 1~QO (74.8) . . ~OD (35,6)' NIA 1750.(~~-9) N/A 1014 (223!l) P20-4S N/A 173 (46) N/A 30.9 N/A 24.2 1900 (74.8) 900 (35.6) N/A 1750(68.9) N/A 1014 (2236) .Dj5-6 · N(A 233 (62) NIA ~p.8. NIA . 27,4 . 2090 (82:3) 95Q (37:4) : :N/A • . 183!r(72.j) . · N/A 12.50. (27~6), D25-6S N/A 233 (62) NIA 35.8 NIA 27.4 2090 (82.3) 950 (37.4) · NIA 1835 (72.2) NIA 1250 (2756) oao:a NIA .. ??3 (62i ·· N/A 3Q.6 NIA 23.5 2090 (8t?) 950 i:ii4) :NIA 18~5 (7~.il N/A ·.126,0{27l~) · D30-6S NIA 233 (62) NIA 30.6 NIA 23.5 2090 (82.3) 950 (37.4) NIA 1835 (72.2) NIA 1260 (2778) D40-4 NIA 476 (126) N/A 53.5 · N/A ·,h.o 2~5'8 '(88.9): 1104(4$.5) N/A 1348 (76.7) ·NIA' 144~ (3188) D40-4S N/A 476 (126) N/A 51.2 N/A 39.7 2258 (88.9) 1104(43.5) N/A 1948 (76.7) NIA 1481 (3265) D50,4 NIA . 476 (126) N/A 40,? N/A 29.8 ' 2258 (88,9) . 1104(43.5) N/A _1~4~ (76.7) . N/A 1484(3~72) D50-4S N/A 476 (126) NIA 38.7 NIA 28.2 2258 (88.9) 1104 (43.5) NIA 1948 (76.7) N/A 1464 (3221) D60~4 . NIA 476 (1~6) NiA 34.7 .NIA: .. ?4,2 2258{ij8.9) · 1104 (43,5! , . NIA. 19~8,(76. i) · . NIA 1534(3382)_ D60-6S 245 (65) 788 (208) 15.1 48.6 12.1 39.0 2804 (110.4) 1100 (43.3) 1756 (69.1) 2195(86.4) 1511 (3331) 1798 (3964) . 080-6 . 245(65) '788 (208) , ' 12.4 40.0 . . 9.9 . 31.9, · 280·4,1i1Q.4l 119_0 (43.3) . 17p6 (69,1): 2195(86.4) j 579' (~481) 18~6 (4114) D80-2S 245 (65) 788 (208) 12.4 40.0 9.9 31.9 2804 ( 110.4) 1100 (43.3) 1756 (69.1) 2195 (86.4) 1555 (3428) 1842 (4061) . D11J0-6 ' 245 (65) 788(208) . ' ·10.:i · ~3.2 ~.2 ~6.4 . 2804(110.4) 1109 (43.3) 1756,(69,1) 2195'(86.4) 1676 (3585) 1S13 (4217) D100-6S 245 (65) 788 (208) 10.3 33.2 8.2 26.4 2804 (110.4) 1100 (43.3) 1756 (69.1) 2195 (86.4) 1687 (3719) 1974 (4352) 0125'6 . 704 (186) 1430 (378) 14.3 32.0 12,0 · 25.0 3900 (.15~.5) 1304'(51.3) -2092(~2.4) 2408(94:8) .2~98@389) '3174 (6997) D150-8 704 (186) 1430 (378) 14.3 32.0 12,0 25.0 3900 (153.5) 1304(51.3) 2092 (82.4) 2408 (94.8) 2898 (6389) 3174 (6997) D175-2 7Q4(iil6) , 1430 (378) · 14.3 _32.0_ · 1fo 25:0 . 390Q'(1!j3.5) 1304(51.3) • 2092 (82.4). ' 240~ (94;8) 2~9~ (638~) · 3i,14.(6997l Weight with lube oil and coolant LEHE5371-05 4 GEN SET PACKAGE PERFORMANCE DATA [PM2682] Performance Number: PM2682 Sales Model: C6.6 DITA Engine Power: 150W/FEKW 230HP Manifold Type: Turbo Quantity: Hertz: 60 Rating Type: STANDBY Combustion: DI Speed: 1,803 RPM Governor Type: Engine App: GP Application Type: PACKAGE-DIE Certification: EPA TIER 3 - DECEMBER 10, 2008 For Help Desk Phone Numbers Click here Change Level: I 00 lEI Aspr: TA After Cooler: AA After Cooler Temp(F): 126 Turbo Arrangement: Engine Rating: PGS Strategy: General Performance Data ENGINE ENGINE FUEL FUEL INTAKE INTAKE EXH EXH EXH GAS POWER PERCENT BMEP BSFC RATE MFLDP AIR MFLD STACK FLOW BHP LOAD PSI LB/BHP-GPH IN-HG FLOW TEMP TEMP CFM HR CFM DEGF DEGF 229.98 153 250.94 0.35 11.32 60.23 505.35 1,104.44 833.36 1,099.7 206.79 138 225.65 0.36 10.47 57.33 495.47 1,072.94 808.88 1,062.62 172.72 115 188.61 0.38 9.25 53.45 481.34 1,035.86 778.1 1,016.36 115.06 77 125.73 0.39 6.42 36.19 384.58 912.74 711.68 802.35 57.53 38 62.85 0.41 3.4 12.39 247.2 673.52 568.4 471.45 22.93 15 25.13 0.52 1.7 5.33 207.65 572 392 328.78 Engine Heat Rejection Data REJTO PERCENT REJTO FROM JW LOAD EXHAUST AFTCLR BTU/MN BTU/MN, BTU/MN 4,003.64 2,669 7,450.0 2,101.9 3,702.23 2,468 7,023.4 1,977.4 3,355.32 2,237 6,483.2 1,840.3 2,621.7 1,748 4,629.2 1,004.3 1,797.09 1,198 2,263.4 289.5 1,296.63 864 1,165.8 142.2 EMISSIONS DATA EPA TIER 3 *************************************************** Jl No notes were found for this certification ... REFERENCE EXHAUST STACK DIAMETER WET EXHAUST MASS WET EXHAUST FLOW (--STACK TEMP) WET EXHAUST FLOW RATE ( 32 DEG F AND 29.98 IN HG) DRY EXHAUST FLOW RATE ( 32 DEG F AND 29.98 IN HG) FUEL FLOW RATE 0IN 2,284.0 LB/HR The powers listed above and all the Powers displayed are Corrected Powers Engi~e Arrangement: Effective Serial No: Primary Engine Test Spec: Performance Parm Ref: Performance Data Ref: Aux Coolant Pump Perf Ref: Cooling System Perf Ref: Certification Ref: Certification Year: Compression Ratio: Combustion System: Aftercooler Temperature (F): Crankcase Blowby Rate(CFH): Fuel Rate (Rated RPM) No Load(Gal/HR): Lube Oil Press @ Low Idle Spd(PSI): Identification Reference and Notes Lube Oil Press @ Rated Spd(PSI): Piston Speed @ Rated Eng SPD(FT/Min): Max Operating Altitude(FT): PEEC Elect Control Module Ref PM2682 PEEC Personality Cont Mod Ref Turbocharger Model EPA TIER 3 Fuel.Injector 16.2 DI 126 0.0 Timing-Static (DEG): Timing-Static Advance (DEG): Timing-Static (MM): Unit Injector Timing (MM): Torque Rise (percent) Peak Torque Speed RPM Peak Torque (LB/FT): 62.8 0.0 0.0 1803 669.7 Reference Number: PM2682 Parameters Reference: Caterpillar Confidential: Green Content Owner: Alan Scott Web Master(s): PSG Web Based Systems Supgort Current Date: Wednesday, December 10, 2008 5:02:36 PM © Caterpillar Inc. 2008 All Rights Reserved. Data Privacy Statement. EPA TIER3 J1 GENERATOR DATA DECEMBER 10, 2008 For Help Desk Phone Numbers Click here Selected Model Engine: C6.6 Fuel: Diesel Generator Frame: LC3014H Genset Rating (kW): 150.0 Line Voltage: 208 Generator Arrangement: 2915394 Genset Rating (kV A): 187.5 Phase Voltage: 120 Frequency: 60 Excitation Type: Self Excited Duty: STANDBY Connection: PARALLEL STAR Pwr. Factor: 0.8 Application: EPG Rated Current: 520.4 Status: Current ----------~~---------~---~---Version: 39458 /38446/39521 /1176 Spec Information Generator Specification Generator Efficiency Frame: LC3014H Type: LC No. of Bearings: 1 Winding Type: RANDOM WOUND Flywheel: 11.5 Per Unit Load kW Efficiency % Connection: PARALLEL STAR Housing: 3 0.25 37.5 91.0 Phases: 3 No. of Leads: 12 0.5 75.0 93.2 Poles: 4 Sync Speed: 1800 Reactances Wires per Lead: 1 Generator Pitch: 0.6667 SUBTRANSIENT -DIRECT AXIS X"d SUBTRANSIENT-QUADRATURE AXIS X"q TRANSIENT-SATURATED X'd SYNCHRONOUS -DIRECT AXIS Xd SYNCHRONOUS -QUADRATURE AXIS Xq NEGATIVESEQUENCEX2 ZERO SEQUENCE X0 Time Constants OPEN CIRCUIT TRANSIENT -DIRECT AXIS T'do SHORT CIRCUIT TRANSIENT -DIRECT AXIS T'd OPEN CIRCUIT SUBSTRANSIENT -DIRECT AXIS T"do SHORT CIRCUIT SUBSTRANSIENT -DIRECT AXIS T"d 0.75 1.0 OPEN CIRCUIT SUBSTRANSIENT -QUADRATURE AXIS T"q0 SHORT CIRCUIT SUBSTRANSIENT -QUADRATURE AXIS T"q EXCITER TIME CONSTANT Te ARMATURE SHORT CIRCUIT Ta Per Unit 0.0776 0.0919 0.1287 3.8589 2.3156 0.0841 0.0065 112.5 93.2 150.0 92.5 Ohms 0.0179 0.0212 0.0297 0.8904 0.5343 0.0194 0.0015 Seconds 2.9660 0.1000 0.0160 0.0100 0.2510 0.0100 0.0540 0.0150 I Short Circuit Ratio: 0.28 II Stator Resistance= 0.0097 Ohms Field Resistance= 3.74 Ohms Voltage Regulation Generator Excitation Voltage level adustment: +/-5.0% No Load Full Load, (rated) pf Voltage regulation, steady state:+/-0.5% Series Parallel Voltage regulation with 3% speed change:+/-0.5% Excitation voltage: 7.36 Volts 40.27 Volts Volts Waveform deviation line -line, no load: less than 2.0% Excitation current 0.4Amps 1.8 Amps Amps Telephone influence factor: less than 50 Selected Model Engine: C6.6 Fu~l: Diesel Frequency: 60 Duty: STANDBY Generator Frame: LC3014H Generator Arrangement: 2915394 Excitation Type: SelfExcited Connection: PARALLEL STAR Genset Rating (kW): 150.0 Genset Rating (kV A): 187.5 Pwr. Factor: 0.8 Application: EPG Line Voltage: 208 Phase Voltage: 120 Rated Current: 520.4 Status: Current ~~--------~--~-~---~~--~------~ Version: 39458/38446/39521 /1176 Generator Mechanical Information Center of Gravity !Dimension xll-420.0 mmll-16.5 IN.I !Dimension Yllo.o mm 110.0IN. I !Dimension zllo,o mm 110.0IN. I • "X" is measured from driven end of generator and parallel to rotor. Towards engine fan is positive. See General Information for details • "Y" is measured vertically from rotor center line. Up is positive. • "Z" is measured to left and right ofrotor center line. To the right is positive. Generator WT= 550 kg * Rotor WT= 208 kg * Stator WT= 342 kg 1,213 LB 459 LB . 754 LB Rotor Balance= 0.0508 mm deflection PTP Overspeed Capacity= 125% of synchronous speed Generator Torsional Data Jl = Coupling J2 = Rotor J3 = Exciter and Fan TOTAL J = Jl + J2 + J3 End Kl = Shaft Stiffness between K2 = Shaft Stiffness between Jl + J2 (Diameter 1) J2 + J3 (Diameter 2) Jl Kl Min Shaft Dia 1 J2 K2 Min Shaft Dia 2 J3 0.5 LB IN. s2 11.0 MLB IN./rad 3.5 IN. 10.1 LB IN. s2 13.8 MLB IN./rad 2.8 IN. 0.6 LB IN. s2 0.056 Nm s2 1.24 MN m/tad 90.0mm 1.146 Nm s2 Total J 11.2 LB IN. s2 1.265 Nm s2 1.56 MN m/rad 70.0mm 0.063 Nms2 Engine: C6.6 Fu~l: Diesel Frequency: 60 Duty: STANDBY Sel.ected Model Generator Frame: LC3014H Generator Arrangement: 2915394 Excitation Type: SelfExcited Connection: PARALLEL STAR Genset Rating (kW): 150.0 GensetRating (kVA): 187.5 Pwr. Factor: 0.8 Application: EPG Line Voltage: 208 Phase Voltage: 120 Rated Current: 520.4 Status: Current ~------~~---·=··-=--=···=···=---·-·----~----------Version: 39458/38446/39521 /1176 Generator Cooling Requirements - Temperature -Insulation Data Cooling Requirements: Temperature Data: (Ambient 40 °q Heat Dissipated: 12.2 kW Stator Rise: 150.0 °c Air Flow: 26.4 m3/min Rotor Rise: 150.0 °c Insulation Class: H Insulation Reg. as shipped: 100.0 MQ minimum at 40 °c Thermal Limits of Generator Frequency: 60 Hz Line to Line Voltage: 208 Volts B BR 80/40 148.0 kV A F BR -105/40 168.0 kV A HBR-125/40 FPR-130/40 HPR-150/40 H PR27 -163/27 185.0 kV A 185.0kVA 196.0 kV A 204.0kVA Selected Model Engine: C6.6 Fuel: Diesel Generator Frame: LC3014H Generator Arrangement: 2915394 Frequency: 60 Excitation Type: SelfExcited Duty: STANDBY Connection: PARALLEL STAR Genset Rating (kW): 150.0 Genset Rating (kV A): 187.5 Pwr. Factor: 0.8 Application: EPG Line Voltage: 208 Phase Voltage: 120 Rated Current: 520.4 Status: Current ~~--~---~~~----~~-~~~---~~-----~. Version: 39458/38446/39521 /1176 Starting Capability & Current Decrement Motor Starting Capability (0.6 pf) ~I Perce~t Volt Dip 20 2.5 41 5.0 63 7.5 86 10.0 110 12.5 136 15.0 164 17.5 193 20.0 224 22.5 257 I 25.0 292 27.5 330 30.0 371 32.5 415 35.0 463 37.5 514 40.0 ETime IE] Cycle 0.0 II 6,655 1.0 II 3,938 2.0 II 3,005 3.0 II 2,474 4.0 II 2,070 5.0 II 1,733 7.5 I 1,097 10.0 677 12.5 403 15.0 248 20.0 119 25.0 76 30.0 60 35.0 53 40.0 50 45.0 49 Pere mt Volt Dip Motor Starting 50 40 30 20 10 0 0.0 200.0 400.0 600.0 800.0 · SKV'A Current Decrement Data AMP 10000 8000 6000 4000 2000 0 \ ~ 0.0 CtuTent Decrement '--._ ~ 10.0 20.0 30.0 40.0 E Time Cycle 1000.0 50.0 Instantaneous 3 Phase Fault Current: 6655 Amps Instantaneous Line -Line Fault Current: 5532 Amps Instantaneous Line -Neutral Fault Current: 9211 Amps Engine: C6.6 Fu,el: Diesel Frequency: 60 Duty: STANDBY Selected Model Generator Frame: LC3014H Generator Arrangement: 2915394 Excitation Type: SelfExcited Connection: PARALLEL STAR Genset Rating (kW): 150.0 Genset Rating (kV A): 187.5 Pwr. Factor: 0.8 Application: EPG Line Voltage: 208 Phase Voltage: 120 Rated Current: 520.4 Status: Current -------------------------------· Version: 39458 /38446/39521 /1176 Generator Output Characteristic Curves Open Circuit Curve I Field II Line -Current Line Volt 0.0 II 0 2.6 II 125 3.1 II 146 3.5 II 166 4.1 II 187 4.7 II 208 5.7 II 229 7.3 II 250 10.3 II 270 16.2 II 291 I Field IIArmature Current Current 0.0 0 9.9 312 11.6 364 13.3 416 14.9 468 16.6 520 18.2 572 19.9 625 21.5 677 23.2 729 I I I I I I I I I I Llne -Llne Volt 500 Open Circuit 400 300 200 100 0 I I I 0.0 ,__. 10.0 20.0 Field Cm:rent Short Circuit Curve 30.0 Armature Cm:rent Short Circuit 1000 800 600 400 200 0 V 0.0 / l I I 10.0 20.0 Field Cm:rent 30.0 40.0 50.0 40.0 50.0 Engine: C6.6 Fu~l: Diesel Frequency: 60 Duty: STANDBY Selected Model Generator Frame: LC3014H Generator Arrangement: 2915394 Excitation Type: Self Excited Connection: PARALLEL STAR Genset Rating (kW): 150.0 Genset Rating (kV A): 187.5 Pwr. Factor: 0.8 Application: EPG Line Voltage: 208 Phase Voltage: 120 Rated Current: 520.4 Status: Current --------~~-----~----------------Version: 39458/38446/39521 /1176 Generator Output Characteristic Curves Field Line - Current Line Volt 16.6 II 0 19.2 II 104 19.7 I 125 20.2 146 20.7 166 21.5 187 22.5 208 24.3 229 27.7 250 34.6 270 Field II Line -Current Line Volt I o.o II 0 2.6 II 125 3.0 II 146 3.4 II 166 3.9 I 187 4.3 208 4.7 229 5.2 250 5.6 270 6.0 291 I I I I I I I I I I Zero Power Factor Curve Line -Line Volt 500 Zero Power 400 300 200 100 0 .. J 10.0 F l,_.,-41 ' 20.0 30.0 Field Cunent Air Gap Curve 40.0 Line -Line Volt Air Gap 500 400 300 200 I/ 100 / 0 I/ 0.0 2.0 4.0 6.0 Field Cunent 50.0 60.0 8.0 10.0 Selected Model Engine: C6.6 F~el: Diesel Generator Frame: LC3014H Genset Rating (kW): 150.0 Line Voltage: 208 Generator Arrangement: 2915394 Genset Rating (kV A): 187.5 Phase Voltage: 120 Frequency: 60 Excitation Type: Self Excited Duty: STANDBY Connection: PARALLEL STAR' Pwr. Factor: 0.8 Application: EPG Rated Current: 520.4 Status: Current -----~--~----~~~~--------~----~ Version: 39458/38446/39521 /1176 Reactive Capability Curve Click to view Chart Engine: C6.6 Fuel: Diesel Frequency: 60 Duty: STANDBY Selected Model Generator Frame: LC3014H Generator Arrangement: 2915394 Excitation Type: SelfExcited Connection: PARALLEL STAR Genset Rating (kW): 150.0 GensetRating (kV A): 187.5 Pwr. Factor: 0.8 Application: EPG Line Voltage: 208 Phase Voltage: 120 Rated Current: 520 .4 Status: Current ---~-----~-~-----~-------------------Version: 39458/38446/39521 /1176 General Information GENERATOR INFORMATION (DM7900) I.Motor Starting Motor starting curves are obtained in accordance with IEC60034, and are displayed at 0.6 power factor. 2.Voltage Dip Prediction of the generator synchronous voltage dip can be made by consulting the plot for the voltage dip value that corresponds to the desired motor starting kVA value. 3.Definitions A)Generator Keys Frame: abbreviation of generator frame size Freq: frequency in hertz. PP/SB: prime/standby duty respectively Volts: line -line terminal voltage kW: rating in electrical kilo watts Model: engine sales model B)Generator Temperature Rise The indicated temperature rises are the IEC/NEMA limits for standby or prime power applications. The quoted rise figures are maximum limits only and are not necessarily indicative of the actual temperature rise of a given machine winding. C)Centre of Gravity The specified centre of gravity is for the generator only. For single bearing, and two bearing close coupled generators, the center of· gra vity is measured from the generator/engine flywheel-housing interface and from the centreline of the rotor Shaft. For two bearing, standalone generators, the center of gravity is measured from the end of the rotor shaft and from the centerline of t he rotor shaft. D)Generator Current Decrement Curves The generator current decrement curve indicates the generator armature current arising from a symmetrical three-phase fault at the generator terminals. Generators equipped with AREP or PMG excitation systems will sustain 300% of rated armature current for 10 seconds. E)Generator Efficiency Curves The efficiency curve is displayed for the generator only under the given conditions of rating, voltage, frequency and power factor. This is not the overall generating set efficiency curve. Caterpillar Confidential: Green Content Owner: Alan Scott Web Master(s): PSG Web Based Systems SuQQ.Q..[t Current Date: Wednesday, December 10, 2008 4:58:19 PM © Caterpillar Inc. 2008 All Rights Reserved. Data Privacy Statement. RADIATOR PERFORMANCE DATA [2785979] Component Performance Number: DM9790 Radiator Data Radiator Part Number: 2785979 Radiator Type: A5.97CTS Front Area: 5.92 ft2 Radiator Dry Weight: 119.0 lbs Radiator Wet Weight: 145.5 lbs Radiator Water Capacity High Temp Circuit: 5.0 gal Radiator Water Capacity Low Temp Circuit: NA gal Center of Gravity (X): 6.42 in (Distance from front face of core) DECEMBER 10, 2008 For Help Desk Phone Numbers Click here Engine Data Performance Number: PM2682 Sales Model: C6.6 EKW: 150 Rating: STANDBY Speed: 1803 Settings: NA IM ATAAC Temp Deg F: 125 Combination Data Pully Ratio: 1.2 Fan Power: 8 hp Center of Gravity (Y): 21.26 in (Distance from bottom ofradiator support) Center of Gravity (Z): 0.00 in (Distance from center line ofcore) Ambient Ambient Air Flow Air Flow Restrictions (1/2 inH2O) Restrictions (3/4 inH2O) 984 2460 4921 984 2460 4921 Restrictions (1/2 inH2O) Restrictions (3/4 inH2O) Feet Feet Feet Feet Feet Feet -------Max Ambient Pre-alarm Deg F ------ 123 118 109 118 113 104 CORE CORE RESIST AIRFLOW inH20 scfm 0 II 0 I 0.66 11 6,632.1 I 1.4 1110,234.2 I 2.44 1113,899.871 3.77 1117,374.831 --------scfm --------- 11194 10947 CORE AIRFLOW scfm 20000 16000 / 12000 vv 8000 V 4000 ( 0 I 0.0 1.0 2.0 3.0 40 5.0 CORE RESIST :inH2 0 Note: The ambient and altitude capability listed on this page reflects the capability of the cooling system at the maximum generator set rating. The ambient and altitude capability must be verified for the engine and generator in the Engine Performance section of TMI. Ambient capability calculations are based on a 50/50 glycol coolant mix and 4°C (7°F) air to core rise. Assume 3°C ·additional ambient capability with treated water instead of 50/50 glycol as coolant. The core airflow vs core resistance charts represent core only data. All other data is for the complete package. Reference Number: DM9790 Parameters Reference: No notes found ... No notes found ... EMC P 3 GENERAL DESCRIPTION The Cat® EMCP 3.2 places fully featured power metering, protective relaying, engine and generator control and monitoring, and expanded.AC metering at your fingertips. Engine and generator controls, diagnostics, and operating information are accessible via the control panel keypads; diagnostics from EMCP 3 optional modules can be viewed and reset through the EMCP 3.2. The EMCP 3.2 features a graphical display with an adjustable backlight as well as an advanced engine monitoring system. These features add to the sense of value and dependability that comes with your purchase of Caterpillar products. OPERATOR INTERFACE • Graphical display with positive image, transflective LCD, adjustable backlight/contrast • Two LED status indicators (1 red, 1 amber) • Three Engine Control Keys & Status Indicators (Run/Auto/Stop) • Lamp Test Key • Alarm Acknowledgement Key • Display Navigation Keys • Two Shortcut Keys: Engine Operating • Parameters & Generator Operating Parameters LEHE4942-02 C.ATERPILLAR® EMCP 3.2 GENERATOR SET CONTROLLER FEATURES/BENEFITS • A 33 x 132 pixel, 24 mm x 95 mm, backlit graphical display denotes text alarm/ event descriptions. • Textual display with multiple language capability, including character languages such as Arabic, Chinese and Japanese. • Ability to view and reset diagnostics on EMCP 3 optional Network modules via the control panel removes the need for a separate service tool for troubleshooting. • Fully featured power metering, protective relaying, engine and generator parameter viewing, and e~panded AC metering are all integrated into this controller. • Real-time clock allows for date and time stamping of diagnostics and events in the control's logs as well as service maintenance reminders based on engine operating hours or calendar days. • Customer programmable protective relaying, available as alarm and shutdown, protects against undervoltage, overvoltage, underfrequency, overfrequency and overcurrent.. • Digital, 32-bit microprocessor-based system eliminates the need for multiple switches, meters, transducers, relays, and sending units, which translates to less wiring and fewer opportunities for mechanical failures. • Expanded remote customer communications are supported by MODBUS RTU (½ duplex) protocol using RS-485, which easily interfaces with existing plant systems and equipment. • Simultaneous viewing of AC L-L voltages and AC line currents or AC L-N voltages ·and AC line currents. • User-friendly, convenient, customer programmability directs th_e customer to logical parameter groups (Ex. AC metering, protective relaying, engine monitoring) for quick keypad access. EMCP 3.2 GENERATOR SET CONTROLLER C~TERPILLAR® FEATURES/BENEFITS {CONT'D) • Set points & software are stored in nonvolatile memory, preventing loss during a power outage. • Compatibility with both mechanical and electronic engines makes it versatile. • True RMS sensing ensures AC metering accuracy to wi.thin ± 1% of rated AC voltage (L-L and L-N) and current. • kW and kVA metering to within ± 5% of rating. • Three levels of security allow for configurable operator privileges. • Single, standard 70-pin connector COMMUNICATION • J1939 (Primary Data Link) • J1939 #2 (Accessory Data Link) • MODBUS RTU (1/2 duplex}; RS-485 (Customer Communication) ENVIRONMENTAL SPECIFICATIONS • Environmentally sealed front face rated for IP56. Resistant to chemical splash, including: diesel fuel, engine oil and machine oil. • Protection level IP22 for rear of controller • Resistant to salt spray • Vibration: withstands 4.3G@ 24-1000 Hz • Shock: withstands 15G • Monitoring Functionality & Controls Operational from -40° C to 70° C (-40° F to 158° F} • Display Operational from -20° C to 70° C (-4° F to 158° F) • Storable from -40° C to 85° C (-40° F to 185° F) • Oto 95% Humidity, non-condensing from 30° C to 60° C (86° F to 140° F) STANDARDS • UL Recognized • CSA C22.2 No.100, 14, 94 • Complies with all necessary standards for CE Certification 98/37/EC Machinery Directive -BS EN 60204-1 Safety of Machinery 89/336/EEC EMC Directive -BS EN 50081-1 Emissions Standard -BS EN 50082-2 Immunity Standard 73/23/EEC Low Voltage Directive -EN 50178 LVD Standard • ISO3046, ISO8528 • IEC529, IEC60034-5, IEC61131-3 • MIL STND 461 LEHE4942-02 2 STANDARD FEATURES CONTROLS • Auto/Start/Stop • Engine Cool-Down timer • Emergency Stop • Engine Cycle Cranking • Lamp Test •· Generator Voltage • Engine Speed/Generator Frequency DIGITAL (LCD) INDICATION • Generator AC Voltage -3 phase (L-L & L-N) • Generator AC Current (per phase & average) • Generator Power kW (total & per phase) • Generator kVAR (total & per phase) • Generator kVAR-hr (total) • Generator % of rated power (total) (kW, kVA, kVAR) • Generator kVA (total & per phase) • Generator kW-hr (total) • Generator Power Factor (PF) (average & per phase) • Generator Frequency • Engine RPM • Battery Voltage • Engine Hours • Engine Successful Start Counter • Engine Oil Pressure • Engine Coolant Temperature • Engine Crank Attempt Counter • Service Maintenance Interval (Engine Operating Hours or Calendar Days) • Real Time Clock • Twenty (20) Event Fault Log Notes: 1. Temperature indications are viewable in either °C or °F (operator selectable) 2. Pressure indications are viewable in psi, kPa, or bar 3. Fuel Consumption viewable in US/Imperial gal/hr or Liters/hr EMCP 3.2 GENERATOR SET CONTROLLER C~TERPILLAR® STANDARD FEATURES (CONT'D) WARNING/SHUTDOWN INDICATION • Overcrank • Low Coolant Temperature Warning • High Coolant Temperature Warning/Shutdown • Low Oil Pressure Warning/Shutdown • Overspeed • Control Switch Not In Auto • High/Low Battery Voltage • Emergency Stop Activated Notes: • Warning condition activates common alarm output signal and common flashing yellow indicating lamp. • Shutdown condition activates common shutdown output signal and common flashing red indicating lamp. • Warning/Shutdown conditions result in text message in EMCP 3 display event log. DIGITAL INPUTS (8 TOTAL) • Emergency Stop • Remote Start • 6 Programmable Digital inputs can be programmed for various alarm, shutdown, and status conditions including: • Low Fuel Level • High Fuel Level • Fuel Leak Detected • High Exhaust Temperature • Air Damper Closed • Circuit Breaker Open/Closed • Low Engine Oil Level • Low Coolant Level • Low Starting Air Pressure • Low/High Ambient Air Temperature • Spare Fault #1-6. Inputs can be programmed for either high or low activation using programmable Normally Open or Normally Closed contacts. Note: The number of programmable Digital Inputs may vary based on specific package configuration. Refer to Engine Installation Guide for specific engine application. PROTECTIVE RELAYING • Generator Over/Under Voltage • Generator Over/Under Frequency • Generator Overcurrent LEHE4942-02 3 RELAY OUTPUTS (8 TOTAL) • Starter Motor • Fuel Control • 6 Programmable Relay outputs can be programmed for various operating conditions including: Air shut-off, or pre-lube, Common Alarm, Common Shutdown, Common Warning, Engine Running, Crank Alert, · & Idle/Rated. Relays are rated for 2A@ 30 VDC and consist of 6 Form A (Normally Open) contacts. Two of the programmable outputs are Form C (Normally Open & Normally Closed) contacts. Note: These are only rated for DC. Note: The number of programmable Relay Outputs may vary based on specific package configuration. Refer to Engine Installation Guide for specific engine application. DISCRETE OUTPUTS • 1 Programmable Discrete output can be programmed for various operating conditions including: Air shut-off, pre-lube, Common Alarm, Common Shutdown, Common Warning, Engine Running, Crank Alert, & Idle/Rated. Discrete output can sink up to 300mA and is suitable for driving relay coils or incandescent lamps. SENSOR INPUTS • Engine Speed (Magnetic Pick-up) • Engine Oil Pressure (0-2 k Q resistive sender, 1 or 2-wire) -MUI Engines only • Engine Coolant Temperature (0-2 k Q resistive sender, 1 or 2-wire) -MUI Engines only • Configurable Input (0-2 k Q resistive sender) (for engine oil temperature, etc) AVAILABLE LOCAL DISPLAY LANGUAGES • Arabic • Italian • Czech • Latvian • Danish • Lithuanian • Dutch • Norwegian • Estonian • Polish • Finnish • Portuguese • French • Russian • German • Spanish • Greek • Slovak • Hungarian • Slovene • Icelandic • Swedish • Turkish Note: Displays contain 2 languages (English and Local) EMCP 3.2 GENERATOR SET CONTRO.LLER C.I.TERPILLAR® EMCP 3.2 GENSET CONTROLLER 308 mm @ -1 I.® @) 0 ( 0 0 DI I I I I~ ~-~I · 247 m m 0 D oOoD 0 0 t& ·1 i-® ta) OPTIONS ANNUNCIATOR The EMCP 3 Annunciator serves to display Genset system alarm conditions and status indications. The Annunciator has been designed for use on the EMCP 3 Communication Network and may be used in either Local (package mounted) or Remote (up to 800 feet) application. A maximum of three (3) Annunciators may be used with a single EMCP 3.2. E~9f?3 ·:,:, MQ1>11rRf,.ING SOFTW11RE REMOTE MONITORING SOFTWARE The EMCP 3 Remote Monitoring Software Package is a PC based program which allows the user to monitor and control a generator set, and is capable of running on a Windows based operating system. The Remote Monitoring software allows the user to configure data monitoring and data a,cquisition processes for monitoring, graphing, and logging of genset data. DISCRETE INPUT/OUTPUT MODULE The Discrete Input/Output (D1/0) module serves to provide expandable Input and Output capability of the EMCP 3 and is capable of reading 12 discrete inputs and setting 8 relay outputs. The D1/0 Module has been designed for use on the EMCP 3 Communication Network and may be used in either Local (package mounted) or Remote (up to 800 feet) application. A maximum of four (4) D1/0 Modules may be used with a single EMCP 3.2. Information contained in this publication may be considered confidential. LEHE4942-02 (02-08) Discretion is recommended when distributing. Materials and specifications are subject to change without notice. CAT, CATERPILLAR, their respective logos, "Caterpillar Yellow" and the POWER EDGE trade dress, as well as corporate and product identity used herein, are trademarks of Caterpillar and may not be used without permission. www.cat-electricpower.com © 2008 Caterpillar All Rights Reserved. Printed in U.S.A. ANNUNCIATOR EMCP 3 ANNUNCIATOR The EMCP 3 Annunciator serves to display generator set system alarm conditions and status indications. The Annunciator has been designed for use on the EMCP 3 J1939 Communication Network and may be used in either local or remote applications, providing customers with enhanced site flexibility. In local applications, the Annunciator may be mounted on the package generator set with the EMCP 3 Controller to provide a complete package-mounted monitoring solution. The Annunciator may also be mounted separate from the generator set to provide remote indication of system operating and alarm conditions. The EMCP 3 Annunciator is configurable to the standards of NFPA 99/110 for emergency standby generator systems. FEATURES • The EMCP 3 Annunciator provides sixteen (16) individual points of annunciation, with two (2) LED's included for each point. • An additional pair of LED's provides status indication of the J'1939 data link connection. • Includes alarm horn with lamp test and alarm acknowledge pushbuttons. • Configurable using standard Caterpillar® Service Tool • Configurable to NFPA 99/110 requirements for local and remote annunciation on emergency standby generator systems. • Provides custom label 'kit including software for customer's specific alarms and arrangement • Designed and tested tp meet stringent impulse shock and operating vibration requirements • Uses high quality shielded twisted-pair cable for robust remote communications • Graphic symbols are provided next to each pair to indicate various alarms and events • The Annunciator can be mounted either locally, on the package generator set, or remotely (up to 800 feet) • Provides superior visibility of the LED's in direct sunlight LEHE4753-01 C.l.TERPILLAR® SPECIFICATIONS Technical Data Electrical Battery Voltage Functional Range: 9 to 32 VDC Power Consumption Maximum:"" 12 watt at 24 VDC Standby:"" 5 watt at 24 VDC Control Power: 12-24-VDC Communication: J1939 (Accessory Data Link) Single, 6-pin Connector Alarm Sound Level 80 db PHYSICAL Weight ENVIRONMENTAL Operating Temperature Storage Temperature Relative Humidity CERTIFICATIONS @UL Recognized L 4 lb or"" 1.8 kg -40° C to 70° C -40° F to 158° F -50° C to 70° C -58° F to 158° F 90% EMC P 3 ANNUNCIATOR LED COLOR SCHEME Each pair of LED's on the Annunciator consists of two of three colors: green, yellow and red, which allows for custom configurntion of status, warning and shutdown conditions. The available colors and combinations are: Row LED 1 LED2 1 Red Yellow 2 Red Yellow 3 Red Yellow 4 Red Yellow 5 Red Yellow 6 Red Yellow 7 Red Yellow 8 Red Yellow 9 Red Yellow 10 Red Yellow 11 Red Yellow 12 Red Yellow 13 Green Yellow 14 Green Yellow 15 Red Green 16 Red Green ---A--i>l ---1~ C.I.TERPILLAR® STANDARD LED CONFIGURATION • Emergency stop shutdown • Overcrank shutdown • Low coolant temperature warning • High coolant temperature warning/shutdown • Low oil pressure warning/shutdown • Overspeed warning/shutdown • Low coolant level warning/shutdown •. Low fuel level warning/shutdown • EPS supplying load status • Control switch not in auto warning • High battery voltage warning/shutdown • Low battery voltage warning/shutdown • BATT charger AC failure warning/shutdown • Low starting air pressure warning/shutdown • Air shutdown damper status • Spare Annunciator Dimensions A 15!3'rnm 6.22,"iri B 139 mm 5.12 in ~ ~88 m'm 1.1.34 in Information contained in this publication may be considered confidential. www.cat-ElectricPower.com · LEHE4753-01 (09-05) Discretion is recommended when distributing. Materials and specifications are subject to change without notice. CAT, CATERPILLAR, their respective logos and "Caterpillar Yellow," as well as corporate and product identity used herein, are trademarks of Caterpillar and may not be used without permission. © 2005 Caterpillar All rights reserved. Printed in U.S.A. CIRCUIT BREAKERS C.I.TERPILLAR® DIESEL 3 PHASE VOPT601 VOPT602 VOPT606 VOPT608 VOPT610 VOPT612 Model 480/277V 460/266V 240/120V 220/127V 208/120V 600/347V D13-4 Prime ?2 -'--· -63' - Standby 32 ---63 - ·020-6 'Pri,ne 32 •· · 89 -'.;.:,.;,. -.. -.. Standby 32 ---80 - D25-8 ·.Prime 32, -" --~Q -.. Standby 50 ---100 - Prime --·-0~0-19 $3 .. . 10Q Standby 63 --- ··040-6 Pr'ime 60 · 79 125 .. 190 Standby 60 70 125 150 D§0-6 ·Prime 80 80, 150 250 .. Standby 80 80 150 250 D60-6 .Prime 100 1q_o 25Q 250 Standby 100 100 250 250 D80-6 Prime 125 150 250: ; 4()() Standby 125 150 250 400 0100-6 ·.prime 1$0 ~50 406 400 Standby 150 250 400 400 D125-!> .. Prime 250 250 400 400 Standby 250 250 400 600 D15()-8 ,' Prime 250 250 600 ·500 .. .. ... Standby 250 250 600 600 D175-2 ... :prime 290 250 · 600· 690 Standby 250 250 600 600 Values of breakers shown in amps Market: N. America LEHE4034-05 ( 11-08) Information contained in this publication may be considered confidential. Discretion is recommended when distributing. Materials and specifications are subject to change without notice. CAT, CATERPILLAR, their respective logos, "Caterpillar Yellow" and the POWER EDGE trade dress, as well as corporate and product identity used herein, are trademarks of Caterpillar and may not be used without permission. 125 - 150 59 150 50 450 60 250 60 250 ~o 250 80 · 40() .·. 100 400 100 4()0 125 · 400 125 ,,600 150 600 150 1?09' 259 600 250 600 .. 2f?P 600 250 www.cat-electricpower.com © 2008 Caterpillar All Rights Reserved. Printed in U.S.A. GENERATORS C.l.TERPILLAR® · Exclusively from your Caterpillar® dealer Fl Slow fuse 250V8 A Pl {voltag1 P2 '5tability) ST4 Option External potentiometrer for voltage adjusting Market: N. America LEHE7341-00 (09-07) 75mm , • 'holo "" E 50x115mm ~ Frequency selector 50 Hz/ 60 Hz for U/F function and LAM adjustment AUTOMATIC VOLTAGE REGULATOR -R250 The circuitry of the R250 Automatic Voltage Regulator (AVR) provides closed loop control of the generator output voltage by regulating the exciter field current. The R250 is powered by the shunt field excitation system and is fitted as standard on: -1000 Series Generators -2000 Series Generators -3000 Series Generators SPECIFICATION: • Steady state voltage regulation± 0.5% • Voltage supply and sensing 85 to 139 volts (50/60 Hz) . • Rapid response time (500 ms) for a transient voltage variation amplitude of± 20% • Capable of remote voltage adjustment± 5% LOAD ADJUSTMENT MODULE (LAM): On load impact, the rotation speed of the generating set decreases. When it passes below the preset frequency threshold, the LAM causes the voltage to drop by approximately 13% and consequently the amount of active load applied is reduced by approximately 25% until the speed reaches its rated value again. ADJUSTMENT CAPABILITY: The R250 AVR features the following adjustment capabilities: (Please note that no adjustments should be made prior to careful consultation of the generator installation and maintenance manual). • Generator output voltage adjustment • Stability adjµstment • Underspeed threshold adjustment • 50 Hz or 60 Hz frequency option • Remote voltage adjustment option Information contained. in this publication may be considered confidential. Discretion is recommended when distributing. Materials and specifications are subject to change without notice. CAT, CATERPILLAR, their respective logos, "Caterpillar Yellow" and the POWER EDGE trade dress, as well as corporate and product identity used herein, are trademarks of Caterpillar and may not be used without permission. www.cat-electricpower.com © 2007 Caterpillar All Rights Reserved. Printed in U.S.A. Cat® Batteries Cat Batteries-Greater Starting Power-Lower Maintenance-Longer Life Cat Premium High Output (PHO) batteries are used in all Caterpillar Machines and Engine Gen-Sets. They are designed to meet stringent Caterpillar design specifications, which provide industry leading cold cranking amp (CCA) capability and maximum vibration resistance. Maintenance Free or low maintenance designs are available in wet and dry configurations. General Service Line batteries are available in Maintenance Free or low maintenance designs and in wet or dry configurations. Wide selections of BCI group sizes are available for automotive, light truck, bus, industrial, agricultural, marine, recreational and valve regulated (VRLA-AGM & Gel) applications. ' Caterpillar. The difference touots. TM Cat. Dealers define world-class product. support. We offer you the· right parts and service solutions, when and where you need them. The Cat Dealer.network of highly trained experts keeps your entire fleet up and running to maximize your : equipment investments .. C..I.TERPILLAR® · World's Toughest Batteries Premium High Output-Maximum Vibration Resistance • Vibration Resistance ... five times the Indu~try Standard • Exclusive "flat top" BCI group 4D & 8D batteries are Maintenance Free and have the industries highest cold cranking amps (CCA) • Popular BCI group 31 Maintenance Free batteries with industry leading cold cranking amps ... up to 1000 (CCA), for electric power, machine or on-highway truck and bus applications. Deep cycl~ models available for truck, marine or recreational usage Specifications for Cat Premium High Output Batteries-Available Worldwide Nominal Weight BCI Group Size Part No. Cold Cranking Amps" Reserve Capacity Minutes' Volts Amp Hr. Capacity @20Hrs. Add Water Maintenance Construction Check Hours BCI Overall Dimensions Nominal Acid to Fill Wet Lb (kg) Dry Lb (kg) Qt (liter) Length In (mm) Width In (mm) Height In (mm) 8D 153-5720 1500 465 12 210 8D 101-4000 1400 400 12 190 4D 153-5710 1400 425 12 200 4D 153-5700 1125 305 12 145 4D 9X-9730 1300 400 12 190 4D 9X-9720 1000 275 12 140 31 175-4390 1000 180 12 90 31 175-4370 825 190 12 100 31 175-4360 710 185 12 100 31 250-0480 710 185 12 100 31 115-2422 1000 170 12 90 31 115-2421 950 170 12 90 31 9X-3404 950 165 12 100 31 3T-5760 750 165 12 100 24 153-5656 650 110 12 52 65 230-6368 880 140 12 80 74 153-5660 650 110 12 52 58 175-4280 500 70 12 35 2 153-5690 765 210 90 Construction Notes: LAC = Low Maintenance, Hybrid Construction C=Calcium Lead Alloy Grid Design MF=Maintenance Free MFA=Maintenance Free with Accessible Vent Caps S = Stud Terminals + = Shipped Dry Only * = Side Terminals ** = Starting and Deep Cycle Battery *** = Deep Cycle and Starting Battery " = For 30 seconds at 0° F (-18° C) ' = Minimum of 25 amp output at 80° F (27° C) SAE= Uses SAE Posts C MF LAC+ 1000 C MF C MF LAC+ 1000 LAC+ 1000 C/S MFA C/S** MFA C/S*** · MFA C/SDT*** MF CSAE MFA C SAE+ MFA CSAE MF CSAE MF SC MF SC MF SC* MF SC MF LAC+ 1000 SDT = Dual, Top mounted Terminals, Stud and SAE Post, Marine Deep Cycle/Starting Battery SC=Silver (Ag) Calcium Alloy Grids for resistance to high underhood temperatures 2·· 20.47 (520) 10.8 (275) 9.76 (248) 132 (60) -- 20.7 (526.5) 10.96 (278) 9.76 (248) 132 (60) 86 (39) 18.0 (17.0) 20.47 (520) 8.58 (218) 9.76 (248) 119(54) - 20.47 (520) 8.58 (218) 9.76 (248) 101 (46) - 20.75 (527) 8.58 (218) 9.76 (248) 119 (54) 81 (37) 14.8 (14.0) 20.75 (527) 8.58 (218) 9.76 (248) 101 (46) 59 (27) 15.9 (15.0) 12.9 (328.4) 6.74 (171.2) 9.29 (236) 60 (27) 12.9 (328.4) 6.74 (171.2) 9.29 (236) 60 (27) 12.9 (328.4) 6.74 (171.2) 9.29 (236) 60 (27) 12.9 (328.4) 6.74 (171.2) 9.29 (236) 60 (27) 12.9 (328.4) 6.74 (171.2) 9.46 (240.3) 60 (27) 12.9 (328.4) 6.74 (171.2) 9.46 (240.3) 60 (27) 44(20) 6.6 (6.2) 13 (330.2) 6.77 (172) 9.46 (240.3) 58 (26) 13 (330.2) 6.77 (172) 9.46 (240.3) 55 (25) 10.98 (278.9) 6.85 (174) 9.0 (229.1) 39 (18) 11.9 (303.4) 7.5 (190.8) 7.5 (191.4) 45.5 (21) 10.98 (278.9) 7.0 (178.2) 8.15 (206.9) 39(18) 9.96 (253.1) 7.2 (182.5) 6.9 (176) 31 (14) 10.24 (260) 6.8 (173) 8.72 (221.6) 37 (17) 22 (10) 4.8 (4.5) ' . . . . . Rugged ·Design-Built Tou~-Reliable Startin~ . -+ ; ' '"· '' , ' J ' ' ; • Positiye and Negatj.ve plates.are anchored to container bottom ·and Jocked ai , the t.op of cell' element for-maximum. vibratiqn resistance, .. . ' . . •Heavy0duty forge~ terminal ~ost bushings prqviqe maiqmumstrength.and resistanc~ tQ acid seepage. · · . . · · : · · · · . · · · · ' · • Hefty full-fra~e· grids, no sharp edges, optimum ;i~id/p.ast~ c6mbinati9~ . , provide$_· better charge acceptance after deep discharge, .: . • • Manifold·vented cover with built•in.FJame Arrestor., ,a safety feature that ' ' directs corros~ve gases.awl\r from.the battery and holq0downs, . •.Thick; rol;>µst cp#iainer resists· rugged trtiatmeni: typical of heavy-duty , commercial u~e, Embqssed part riumb'er ~ descripJprs foreasy · · ~erviceability. , . . " , . -, . ., Cat Batteries Heavy-duty Forged Terminal Post Bushings Heavy-duty Grids Robust Components = Long Life + Reliable Starts Rugged Separators Built-in Flame Arrestor Robust Reinforced Case Vibration Resistant Plates & Elements • Heavy-duty forged tenninal post bushings provide maximum strength and resistance to acid seepage that causes corrosion and black posts. Thicker internal tenninal posts provide lower electrical resistance and higher cold cranking amp output. • Rugged microporous polyethylene envelope separators protect against "shorts" and vibration damage. Deep Cycle batteries utilize double insulated Glass mat separators for longer cycling life. • Maintenance Free batteries utilize calcium lead alloy on both positive and negative plates that reduces gassing and water consumption. Automotive batteries have Silver (Ag) Calcium Alloy Grids for resistance to high underhood temperatures. • Heavy-duty, full frame battery grids with no sharp edges. An optimum acid/paste combination provides better charge acceptance after a deep discharge. • Positive and Negative plates are anchored to the container bottom and the cell element is locked at the top for maximum vibration resistance. Straps are thicker, heavier and cast (not welded) into the plates. • Manifold vented cover with built-in Flame Arrestor ... a safety feature that directs corrosive gases away from the battery and hold-downs. • Robust reinforced case provides extra i;trength in all temperature extremes. Brickwork design on sides reduces chance of punctures and case flexing. Embossed part number and descriptors for easy serviceability. Caterpillar. The difference counts:M PEHJ0073 . Printed·in the U.S.A. © 2004 Caterpillar . . . : 11111Rights ·Res.eived · For more information, see us today or visit our web site at www.cat.com C~TERPILLAR® ATTACHMENTS 5A/12V, 3A/24V, 10A/12V Battery Charger FEATURES 10A/24V Battery Charger • Automatic 2-rate float/equalize charging without manual switching. Quickly restores charge after power failures and prevents overcharging. • Temperature compensated to eliminate a major cause of premature battery failure. • Current limited to protect from charger overload. • Rugged stainless steel enclosure gives modern appearance and corrosion protection. • Charger protected against battery reverse polarity connection. • DC output protected by polyfuse. • Output has short-circuit and current limiting protection. • Output voltage is temperature compensated. • Approvals -UL listed. LEHE5275-01 C.I.TERPILLAR® UL & CSA LISTED . BATTERY CHARGERS PBC3UL (3 and 5 amps) PBC10UL (10 amps) UL & CSA battery chargers (3, 5 and 10 amps) are factory mounted and offer accurate, fast automatic charging of batteries. The output voltage automatically adjusts to changing input, load and ambient conditions. This prevents battery over-charging and consequent loss of battery electrolyte. SPECIFICATIONS • 12 or 24 DC output. Float voltage adjustable from 75% to130%. Factory preset to 13.6 volt (12V) or 27.2 volt (24V) DC float output, and 14.1 volt (12V) or 28.2 volt (24V) DC equalize output. • Output voltage regulation ±2% from no load to full load. • After battery discharge or AC failure, the charger operates in the high-rate constant current mode until the battery voltage rises to the pre-set Boost level. Once this level is reached, the charger operates in constant voltage boost mode until the battery voltage reaches the boost trip levels. At this point, the charger reverts to the lower float voltage, where it remains until another battery discharge or AC failure. • Current limiting and overload protection - Electro11ically current limited at 110% of rated output (5A/12V, 3N24V, 10N12V) and 120% rated output (10N24V). • Indicators-DC ammeter (5N12V, 3N24V, 10N12V), DC ammeter and DC voltmeter (10N24V). • Ambient-Operating temperature: -10° C (14° F) to 55° C (122° F). Hum_idity: 5% to 95% non-condensing. Note: These are not suitable for VRLA batteries. ATTACHMENTS C~TERPILLAR® UL & CSA LISTED BATTERY CHARGERS 3, 5 AND 10 AMPS DIMENSIONS AND WEIGHTS Option Output Input Dimensions Code Amps PBC3l:JL ,5 PBC3UL 3 PBC10l:JL 10 PBC10UL 10 Market N. America LEHE5275-01 (10-08) Volts 12 24 12 24 Hz Volts Weight Width '5,6 kg ,, . ' 115mm 60 120 (11.9 Ip) ''(4.5") 60 120 5.6 kg 115 mm (11.9 lb) (4.5") 60 120 9.5"kg ·115mm · (20.9 !bl (4.5") 60 120 8.4 kg 280 mm (18.5 lb) (11.0") Information contained in this publication may be considered confidential. Discretion is recommended when distributing. !Vlaterials and specifications are subject to change without notice. ; CAT, CATERPILLAR, their respective logos, "Caterpillar Yellow" and the POWER EDGE trade dress, as well as corporate and product identity used herein, are trademarks of Caterpillar and may not be used without permission. Depth Height 140.mm_ '" 281 tnm (5.5") (11.i") 140 mm 281 mm (5.5") (11.1 ") 1'40,rhrh -.. · 281 m·m --(5,5") -(11.1") 120 mm 278 mm (4.7") (10.9") www.cat-electricpower.com © 2008 Caterpillar All Rights Reserved. Printed in U.S.A. ATTACHMENTS DC FEATURES I I I· I ---la:al--r'-t--AUXl~ARY L SUPPLY POWER RELAY CONTROL SYSTEM SHUTS COWN COOLANTHEATER WHEN GENERATOR SET STARTS • Molded from Polyphenylene Sulfide • Rust free, corrosion resistant with exceptional tensile strength • Vibration and shock tested to extreme limits to ensure durability • Compatible with all coolant additives • lncoloy element for longer service life LEHE4035-04 C.I.TERPILLAR® COOLANT HEATER WHH Appropriate when the generator set is to be sited in a low ambient environment, the heater maintains the engine coolant at a temperature [typically 38° C {100° F)] which facilitates rapid starting and load acceptance. The heater assembly · uses UL compliant components (to UL 1030) and has CSA certification which is to both CSA & UL standards. The heater itself is powered by a 110/120 volt (VAC 120) or 208/240 volt (VAC 240) AC auxiliary supply protected by a safeguard breaker inside the main control panel. A thermostatic controller is included to regulate the output temperature to within safe limits. When the generator set is not running, the heater is automatically connected to the AC supply through a power relay mounted in the control panel. Upon receiving a start signal, the AC supply is automatically disconnected by the power relay and automatically reconnected when the start signal is removed and the engine has stopped. ATTACHMENTS C.ATERPILLAR® VAC 120 3 Phase Nominal Coolant Generator Set Models Heater Power Diesel Consumption (Watts) Di~-4, 020-6, D25-8, _D30-19, X02Q, XQ.3Q, XQ4~ .. .. 1()_00_, D40-6, D50-6, D60-6, D80-6, D100-6, XQ60, XQ80, XQ100 1000 01i5-6 b,i50-8,_ 0175-2 1500· .. . . Single Phase Nominal Coolant Generator Set Models Heater Power Diesel Consumption (Watts) D13-45, D2Q-6$, D25~~S, 0~0~?.S _ ... -· ~00 -•· D40-6S, D50-6S, D60-8S, D80-2S 1000 D100-6S . .. -1009 .. . -, . VAC240 Nominal Coolant 3 Phase Heater Power Generator Set Models Consumption (Watts) Diesel 208 Volts 240 Volts D25-8, P,30-10, 040-6/D5Q:6 .. 75Q iddQ,. .. . , . D60-6, D80-8, D100-8 750 1000 D125-6, D150_-8 .. .. 1!:iOO 11~5 · -. Nominal Coolant Single Phase Heater Power Generator Set Models Consumption (Watts) Diesel 208 Volts 240 Volts [Y2s,as, D30-8S; D40-6S, 050-6S 750 · 1000 ·. .. D60-8S, D80-2S, D100-6S 750 1000 Information contained in this publication may be considered confidential. Market: N. America LEHE4035-04 (12-08) Discretion is recommended when distributing. Materials and specifications are subject to change without notice. CAT, CATERPILLAR, their respective logos, "Caterpillar Yellow" and the POWER EDGE trade dress, as well as corporate and product identity used herein, are trademarks of Caterpillar and may not be used without permission. www.cat-electricpower.com © 2008 Caterpillar All Rights Reserved. Printed in U.S.A. ATTACHMENTS Sample isolator LEHE4004-02 C.I.TERPILLAR® VIB4 Seismic Vibration Isolators (Zone 4) For regions where seismic tremors are experienced, this option can be used in place of the standard anti-vibration mounting arrangement. These seismic zone 4 vibration isolators are designed to withstand the high shear forces that can arise under such seismic activity as per the 1994 Uniform Building Code. Isolators are positioned between the engine/generator mounts and the generator set base frame. The vibration isolators are matched to ensure minimal oscillation levels during generator set operation. ATTACHMENTS C~TERPILLAR® -C, ~ --0 ca 0 ..J 100 0 100 V Load vs Deflection ,. _o V V VM 4 / / V I/ / / ./ / / ./ ./ / / / Engine Model D25-6 . D~5-6S , D30-8. 030-6S .. D40-4 040-4S D!50·.4 D50-4S 'D60-4 D60-6S -·oso-6 !080-2S D100·6 '0300-6$ D125·6 · 'D150-8 [)17!j-2 -- / / 10 1 Market: N. America -LEHE4004-02 (06-07) 10 Deflection (mm) Information contained in this publication may be considered confidential. Discretion is recommended when distributing. Materials and specifications are subject to change without notice. CAT, CATERPILLAR, their respective logos, "Caterpillar Yellow" and the POWER EDGE trade dress, as well as corporate and product identity used herein, are trademarks of Caterpillar and may not be used without permission. Diesel Vib-Mt ... VM-4 . .. . VM-$ . ., ' .. www.cat-electricpower.com © 2007 Caterpillar All Rights Reserved. Printed in U.S.A. RaCDR®home Parker Filtration CV 1000 Crankcase Ventilation Systems ·CV 820 ............................................... 248 CV 1000 .............................................. 249 CCV 4500 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 251-252 CCV 6000 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 253 CCV 8000 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 254 Accessories . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... 256-257 Discontinued Models ................................... 258 CCV 4500 Selection Index [J Introduction SECTION 8 Model CV820 CV 1000 CV 1000-2X CCV4500 CCV6000 ccvaooo Accessories Discontinued Models General Crankcase Filtration Systems Engine Horsepower Unit Capacity in Range Cubic Feet/Min. 0-350 10 350-600 15 600-1200 30 0-400 10 400-800 20 800-1600 40 Index Page 247-248 247,249 247,250 251-252 251,253 251,254 256-257 258 Selection Racor Crankcase Filtration Systems offer an effective means to eliminate contaminated crankcase emissions. These emissions not only pollute the air and the engine room, they contribute to increased maintenance costs. Crankcase emissions are a result of high pressure 'blow-by' around piston rings which either escapes into the engine compartment or is ingested back into the engine in closed systems. Escaped emissions, an oily mist, can accumulate on engine components, compartment surfaces and equipment creating not only increased cleanup but a potential for safety hazards (slippery walkways) and fuel for potential fires. Emissions can also contribute to increased engine maintenance costs as oily residues build up on critical components such as radiator cores, turbocharger blades, intercoolers and air filters. These residues act as a 'magnet' for dust, grit and other airborne contaminants resulting in an accumulation in unacceptable contamination. Crankcase Filtration Systems utilizes high-efficiency filter media to recycle and remove 70% to 80% of emissions at 0.3 microns and 90% of emissions at 1.0 microns in size. In closed systems, NOx and hydrocarbon emissions are reduced by lowering combustion temperatures. Remaining gases [I and vapors are safely returned to the engine's combustion inlet. Oil that is separated by the media • is collected in the removable sump or drained to the oil pan for easy servicing. • 1. DETERMINE THE MAXIMUM HORSEPOWER RATING OF THE ENGINE. 2. DETERMINE WHERE THE UNIT WILL BE MOUNTED. IF SIZE IS A LIMITING FACTOR, CHECK SPECIFICATIONS ON NEXT PAGE FOR UNIT DIMENSIONS. Using this information, select a unit for service from above which meets or exceeds the engine horsepower and fits within installation size limitations (if any). 245 CCV™ Crankcase Filtration Systems Model Illustrations CCV Style for Closed Systems CCV4500 Special Notes I ' I I I ' ________ _J CCV6000 Introduction ccv0000 1. For additional information and availability, contact customer service at: (800) 344-3286, 6 AM to 5 PM, Pacific Time. 2. All CCV units are for Closed System applications only. Specifications BASIC MODELS CCV4500 CCV6000 CCVB000 Engine Horsepower HP 0-400 400-800 800-1600 Rating, Max. KW 0-298 298-597 597-1,193 Inlet/Outlet Port Size 1 3/16"-12 SAE 1 5/8"-12 SAE 1 7/8"-12 SAE Max. Air Flow* CFM 10 20 40 L/S 4.72 9.44 18.8$ Filter Element CCV55248-06 CCV5527 4-06 CCV55222-06 CCV55248-08 CCV5527 4-08 CCV55222-08 Height in. 9.25 12.00 -13.88 mm 235.0 304.8 352.6 Diameter (depth) in. 5.60 7.30 9.30 _mm 142.2 185.4 2315.2 Width in. 7.16 8.59 10.61 mm 181.9 218.2 269.5 Weight (dry) Lbs. 3.26 5.01 8.72 kgs. 1.48 2.28 3.96 Operating Temperature -40° I +240° F / -40° / +116° C * Values given are cubic feet per minute (CFM) and liters per second (L/s). 1. For horsepower rating consult your engine manual, engine manufacturer's agent or a Racor distributor. 251 . :• .,._ CCV™ Crankcase Filtration Systems Model CCV4500 Specifications are found on the Introduction page. How to Order -The example below illustrates how the part numbers are constructed. _ ... ~f:: __ ~,: CCV4500 -OB L '"-."••.;M•: •• ~-=[; ,'-'-} ,. Maximum flow Specify Specify rate is 1 o CFM. -06 for medium density media L for inlet on· left side This unit is for Closed System -08 for high density media R for inlet on right side applications only. (-08 is standard unless specified) Replacement Service Elements CCV55248-06 CCV55248-08 Service element, medium density Service element, high _density CCV4500 Mounting Pattern/ Pans Lir;t No Scale ·service: . The only routine maintenance for the Racer CCV system is replacement of the filter media. Change the element every 750 hours or every oil change. Follow instructions supplied with unit. Some variations in this occur, depending on load profile, engine wear .condition, flow and aerosol mass, concentration of crankcase emissions, soot concentration, etc. Parts List: · Part No. Description Qty. Replacement Parts 1 CCV55081 Bypass indicator replacement kit 1 2 CCV55246L Head assembly, with left side inlet 1 3 CCV55246R Head assembly, with right side inlet 1 4 CCV55249 Can assembly 1 5 CCV55279 1/4" MNPT drain che,ck valve (shown) 1 CCV55245 #4 SAE drain check valve 1 CCV55022 Drain kit . . 1 6 QCV55248-06 · Replacement element, medium density 1 .!CCV55248-08 Replacement element, high density.. 1 Inlet and Outlet Fittings CCV55250 1" OD hose barb to 1 3/16" SAE fitting 1 · CCV55251 3/4" OD hose barb to 1 3/1-6" SAE fitting 1 CCV55280 1 1/4" OD hose barb to 1 3/16 SAE fitting 1 Hose and Fitting Kits CCV55024 Hose kit, see CCV accessories page 1 CCV55025 Hose kit, see CCV accessories page 1 CCV55037 Hose kit, see QCV accessories page 1 CCV55038 Hose kit, see CCV accessories page 1 Accessories CCV55012 CCV55039 55021 252 Remote crankcase pressure indicator 1 3/4!' by 3/4" by 3/4!' OD hose barb tee fitting 1 Installation and Service instructions _1 FUEL LEHE5325-00 SYSTEMS C.I.TERPILLAR® FUEL LEVEL ALARMS - FSS1,FSS2,FSS5 and FSS6 CRITICAL LOW FUEL LEVEL SHUTDOWN (FSS1) AND LOW FUEL LEVEL ALARM (FSS2) These options provide an alarm on low fuel level (FSS2) and a shutdown on critical low fuel level (FSS1). This warning is reported by an indicator light on the control panel with an audible alarm also available as an option. This warning can additionally be relayed to a remote annunciator. Note: Low Fuel Level Alarm (FSS2) is included as standard on generator sets fitted with UL Listed Fuel tanks combined with the leakage detection alarm as a single 'FUEL ALARM'. CRITICAL HIGH FUEL LEVEL ALARM (FSS5) This option provides an alarm on critical high fuel level. This warning is reported by an indicator light on the control panel with an audible alarm also available as an option. This warning can additionally be relayed to a remote annunciator. CONTROL PANEL BATTERY SECTION OF FUEL TANK D PCB ~CRITICAL LOW FUEL LEVEL (FSS1) '----...ri~--~AUDIBLE ALARM 4POSITION FUEL SWITCH ~FSS5 ~FSS2 ~FSS1 (ADDITIONAL OPTION) --. ·----------------- PCR09006 2200 FARADAY AV SIERRA WIRELESS-ADD GENERATOR -~-~~~,~~ ,-...i n11n " Ull\lf"'IO i::1 i::r.TRlr. RFVISIONS no pcu 7ffKV? i) wz ' ,J;l;z c:JJy-fl fJ/ (c»11jk£1/-sz 'r r/J~ . ~ JJJ-~ d 11~1/or ~ -/4 ~ . /IL ~ /,;, Vt/C u! / ~ ~ j) C(J tl,F' If 05 '1-wV--ifv 1-~ ---- ! (J, ( 01 ~~J/fr~~ fcfWewl/ 14)-/-a [J/, /(__ -c)j JJ ,/A / 1)ltJ-e, Aooroved Date By Building -z .. /'Z.J/o~ (U:) Planning I ~ (~ 0'7 ~ Engineering W /9,D'fl/lt,. 3 ,~/oq 1J1Af'fr: Fire { ~ ,-,/ 0·1 r)'; IV A Health / F.O.G. I i;razMatl;orir Quality i'd_/{ff/t/1/3 '"'J/()q ,. , Comments Date Building \..;]_7 Planning v--.2~ Engineering 1/--,2? Fire ~Nia# Forms/Fees Sent Rec"d Due? By School y N CFD y N PFF y N ~(l'E&M I ~ ~ J -Special lnsp. y N Fire y N Sewer y N --'! 1 riq, r!--J.u /;') 0/J r/ (J;@d(./ Fees Complete _,,. 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