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HomeMy WebLinkAbout2300 FARADAY AVE; ; CB941194; Permit11/18/94 09:52 Page 1 of 1 B U I L D I N G P E R M I T Permit No: CB941194 Project No: A9401690 Development No: Job Address: 2300 FARADAY AV Permit Type: INDUSTRIAL TENANT IMPROVEMENT Parcel No: Valuation: 582,894 Suite: Lot#: Construction Type: VN Occupancy Group: B2 Description: 2300 FARADAY-9796 Reference#: 964111/18/94 0001 Ql 02 Statt.t;§PRM'f ::iSUED 60a00 Applied: 09/20/94 Apr/Issue: 10/27/94 Entered By: DC SFWHSE/OFFIC : 2308 FARADAY-7398 SF TO OFF&5225 SF MAN. Appl/Ownr : SIMPSON FAMILY TRUST PO BOX 919 CARLSBAD, CA 92008 619 438-4123 *** Fees Required **'k *** / ~, Fe.es c~;·tlected & Credi ts ,, , , , ,,, .. / , r ~ ____________________________ / ~-~ ·4 ~·-' Fees: 53,837.))0 / .. :·.:><v? \,,'-__;,_,:"_/~, /_-~)/) ',"'- AdJ·ustments: < 00 : : ) )\> Totaf ,Cr,a'dits: \"- , '--· / ' { ,..-\ ' \ Total Fees: 53,83?.00 '-.. _ _,/ Total.-P~yn'l,e.,t;1.ts: \ ! \ \ ,:, .., °\ > / ' ' / / ' ', / . ~fban -o~~:!J '. \ Fee description / ,: ··, . .'~ ·· /' / ... UrtI ts · ee-/Ubi t \ .00 53,777.00 60.00 Ext fee / (..., ~ I t V ' ' '-,., \ • • • -;-·:,, ··<:·-/""",; '.>, < ::·~'.:.:_·-:-:: "-· ·:::·:· :::.,.. .. ,-;}""\ -: ',. . I ,, Building Permit f <::::. / "'' ""'·-.... ,:,~;~:t.~"~-;f \, : 2289.00 Plan Check , o ., , "'-, ·:,;, ,/ n: -.-·-;1 1488. oo Strong Motion Fee · \\.~;,: .· /"'"'-, i:,) /Y /:(j ,1· 122.00 *** Data Enter Number of EDU'~ -'"W~t~r.Fe<:rYl; \-.,;f:;;' j.op·-""\·; I 14424.00 Enter "Y" to Autocal~ Licens.~"'-1,a.,ti1t \\:,:1·,:; i .<:';). "}/ 10609. 00 Y . T . C 'C' D \ ', \J ,_,....,_ I> t 1",,,. J,-, / (Lie x)1 .i: •• ,\ ~ :::::,-..;:, i,:;: r· '7j<, : f 9793. oo \ ~,. '~\\ t,1/'f \,' ~ J \ ('l'IF Fund);,..}.."'.~;,··,,---· ;:.r· / 4473.00 (~F CFD .. ,F'u,ns!/ \\':(~~. -_/ 4129. 00 Enter Bridge Fee \ <·1 ·,,.,,, INCOP;'~1'6'6L; 00,./ / 5566. 00 Other \., _,, ">-·-... , 6 _ _9...-ffO 60. 00 SUNDY INSP * BUILDING TOTAL ',"-· ,·; .t . : _ .. , c .> / 52953. 00 Enter "Y" for Plumbing Issu-~ Fe<4,(/>// · ..,,,\.,, 20.00 Y Each Plumbing Fixture or Trap··.,.._ ··· -.:; :/· ,'\_~-:S 7. 00 175. 00 Each Building Sewer ······-->. _., #2.,..// 15. 0 0 3 0. 0 0 Each Install/Repair Water Line > 2 7.00 14.00 Each Water Heater and/or Vent > 2 7.00 14.00 Gas Piping System > 2 7.00 14.00 * PLUMBING TOTAL 267.00 Enter "Y" for Electric Issue Fee > 10.00 Y Remodel/Alter Per AMP > 2000 .25 500.00 * ELECTRICAL TOTAL 510.00 Enter 'Y' for Mechanical Issue Fee> 15.00 Y Install Furn/Ducts/Heat Pumps > 8 9.00 72.00 Each Exhaust Fan > 3 6.50 19.50 * MECHANICAL TOTAL 107.00 l ~flNAL APPROV¾1J..l ~ ''t\f(.'P. : . · v · _:_·v----DATE . 4l o, ··~LEA A ·CE - CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009;-;(~61519~)44~38~-TI11rnT-...;..----....:==i 0 t _f_J_ l 50 'J- p~~CATION City of Carlsbad Building Department 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 1. P.filtMl:I 1W£ A -LI Commercial D New Bmldmg LI Tenant Improvement B -D Industrial D New Building }iq. Tenant Improvement -• . C -LI Residential D Apartment D Condo D Single Family Dwelling D Addition/ Alteration D Duplex O Demolition D Relocation D Mobile Home D Electrical D Plumbing D Mechanical D Pool D Spa D Retaining Wall D Solar D Other ___ _ CHECK B£wW IF SUBMI'l"I'Eb: ~ Energy Cales D 2 Structural Cales D 2 Soils Report ~1 Addressed Envelope PLAN CHECK NO. mt o. 8711 09/20/94 0001 01 C-PRMT FOR OFFICE USE ONLY ASSESSOR'S PARCEL DESCRIPTION OF WORK TF-4'V-P<ltl/T I WI IP~~~ · PROPOSED USE /501 NAME ADDRESS CI1Y STATE ZIP CODE DAY TELEPHONE 4. APPUCAN1' UCONIRAC'luR DAGENI FORCON'lRACIOR DOWNER l).AGENI FOR OWNER NAME 12-t~ M~' ADDRESS o/41/ AV/:;,N/v:JA f":.1Uuf~ CI1Y C.-~~A'.f:O STATE 04: ZIP CODE g2tt22:2 DAY TELEPHONE -f 3 § ..t( / G _3 5• :~7n5;o/J.f'7}V ~ I i-y ,r2V$i'DDRESS t"O ~ CJY-. 9 l 9 CITY~~ STATE t14 ZIP CODE c:rzm9-:2 DAYTELEPHONE 1 1'3& 11-z 3 6. mN1MclOR NAME ADDRESS CITY ,. i::>. D. STATE STATEIJC. # ZIP CODE IJCENSE CIASS DESIGNER NAME ADDRESS $~£: /:>,c-c;. -t::J 4 DAY TELEPHONE CI1Y BUSINESS IJC. # CI1Y STATE ZIP CODE DAY TELEPHONE STATE IJC. # 1. WOR.RERS' llMPRNSA1'ION Workers' Compensation Declaration: I hereby afhrm that I have a certthcate of consent to self-msure issued by the Director of Industnal Relations, or a certificate of Workers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800, Lab. C). INSURANCE COMPANY POIJCY NO. EXPIRATION DATE 02 1099u00 Certthcate of Exemption: I certify that m the performance of the work for which this permit ts issued, I shall not employ any person m any manner so as to become subject to the Workers' Compensation Laws of California. SIGNATURE DATE s. oWNER-BUIIDEit DECLARATION Owner-Bmider beclaratlon: I hereby affirm that I am exempt from the Contracto?s Llcense 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.). 0 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). D I am exempt under Section _______ Business and Professions Code for this reason: (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commencing with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]). SIGNATURE DATE COMPLETE 1'Hls s£ct1oN FOR NaN-RESIDENTIAL BUILDING PERMITS oNL?: 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? C YES ONO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality manag~ment district? U YES C] NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? LI YES ONO IF ANY OF THE ANSWERS ARE YF5, A FINAL CERTIFICATE OF OCCUPANCY MAY Nor BE ISSUED AFI'ER JULY I, 1989 UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SER.VICFS AND 1llE AIR POUUTION OON1ROL DISTRICT. 9-mNsl'ROCIION Ll!NDINC XGRNCV I hereby afhrm that there 1s a construction lendmg agency for the performance of the work for which this permit 1s issued (Sec 3097(1) C1vtl Code). LENDER'S NAME LENDER'S ADDRESS 10. APP1.lc!AN1' CER'llFICA11oN I certify that I have read the apphcat1on and state that the above mformat1on 1s correct. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I Ais:J AGREE TO SAVE INDEMNIFY AND KEEP HARMLF.SS THE C1.1Y OF CAIWiBAD AGAINSI' AU UABIIITIFS, JUDGMENTS, c:osrs AND EXPEN~ WIIlCH MAY IN ANY WAY AC:x:IUJE AGAINSI' SAID Cl1Y IN CDNSEQUENCE OF THE GRANTING OF TIDS PERMIT. OSHA: An OSHA permit is required for excavations over S'O" deep and demolition or construction of structures over 3 stories in height. Expiration. Every permit issued by the Building Official under the provisions 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 365 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 303(d) Uniform Building Code). APP~ ~ DATE, ':'l·/1·44 WI-IlTE: File YELLOW: Applicant PINK: Finance ,. S E W E R P E R M I T 10/27/94 13:20 Page 1 of 1 Job Address: 2300 FARADAY AV Permit Type: SEWER -OFFICE/WAREHOUSE Parcel No: Description: OFF/WREHSE #1/MFG #2 RDI CMPTR BLDG #2 IS 2308 FARADAY Suite: Permitee: SIMPSON FAMILY TRUST PO BOX 919 CARLSBAD, CA 92008 619 438-4123 Q;lCo6 l {342 Permit No: SE940079 Bldg Planck#: CB941194 931110/27/94 0001 01 02 C-PRMT 7062n00 Status: ISSUED Applied: 10/27/94 Apr/Issue: 10/27/94 Expired: Prepared By: HE * * * Fees Required * * * ···*"ii:*--__ _., .. Fee·s·--Collected & Credi ts * * * ----------------------------/.,..,.,,,.,..-----~ ..::""'-------' .. ~------------------------- F · 7 062 oo// ·:_,e· I.· ,",., ",, ees. , . , . / 1-', 1 /) ·. "....,,. Adjustments: /00 >.Toi;;~'+, 'f29E?<ii ts,: . 0 0 Total Fees: 7, o~i. 00 "·· Total· P,~?/ne.~~f :"\ . 00 1 I\ /' ,/. B9--'Ja.~c:~"-~u-~~ \ 7, 0 6 2 . 0 0 Fee description / .:.:-~;,, / · b,,,. ~~_tts ",. F,~lfJ!,nit'-Ext fee Data ---------------------~---------------. ,--~-------,---,----,----------------! I ~ / ~ .. "\ \ '-,,._..,. Enter Off ice Square ,Foo.t-ag:~ / .......... ~ .7-3.is --/ · ·· ·· · Enter Warehouse Square:so-otage .. ..::~-:-. ·.g~Gs·~;,;; ,, ,..- <Enter CREDIT EDUs>; ·,,, 11 ,_'-;;..,--" 3. p,:{ ,7, -:_:.:,:::·: Total EDUs \ _/:--_/.:.1· , \ ,_, Sewer Fee : ,'"' i 1/ : · ~'.):_; / /-:-; \·: , .1 Enter Sewer EDUs an~ Benefi tc,Are:a! ,>. (.c}:0 .1 2JB~;:,,') ," J / * SEWER TOTAL \ .... , ,. '-·--I';' I,,;,•;,; ' • : \, ::::---.. "'. I. ,.J ' : ,',',,;/ , \, "',.,,' -.~,:"\,\.. 57;{1 ,f : .. ~-~-·:: / ' CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 I ! 4.11 1.54 -3. 02 2,63 4750.00 2312.00 F 7062.00 ( ( ) CITY OF CARLSBAD INSPECTION REQUEST PERMIT# CB941194 DESCRIPTION: 2300 2308 TYPE: ITI FOR 11/21/94 FARADAY-9796 SFWHSE/OFFIC FARADAY-7398 SF TO OFF&5225 SF MAN. INSPECTOR AREA PY PLANCK# CB941194 OCC GRP B2 CONSTR. TYPE VN JOB ADDRESS: 2300 FARADAY.AV .APPLICANT: SIMPSON FAMILY TRUST CONTRACTOR: OWNER: REMARKS: RS/PAUL/899-8363 SPECIAL INSTRUCT: TOTAL TIME: --RELATED PERMITS--PERMIT# SE930090 AS940024 FAD94004 AS940065 .SE940079 SE940080 CB941262 CB941282 CB941465 TYPE swow ASC FADD ASC swow swow PLUM MISC SIGN STE: PHONE: 619 438-4123 PHONE: PHONE: LOT: INSPECTOR --f~--V'\+--------l STATUS ISSUED ISSUED ISSUED ISSUED ISSUED ISSUED ISSUED ISSUED ISSUED CD LVL DESCRIPTION ACT COMMENTS 19 ST Final structural 29 PL Final Plumbing 39 EL Final Electrical 49 ME Final Mechanical ~--- ------------------------------------ --'1----------------- ***** INSPECTION HISTORY ***** DATE DESCRIPTION ACT INSP COMMENTS 111495 Rough Combo AP PY T-BAR@ 2308 111094 Rough Combo AP PY T-BAR@ 2300 110794 Interior Lath/Drywall AP PY 2308 FARADAY 110294 Interior Lath/Drywall AP PY BLDG 2300 110194 Rough/Topout AP PY 103194 Frame/Steel/Bolting/Welding AP PY WALLS E>EPT: BUILDING FINAL BUILDING INSPECTION ENGINEERING CF.IRE-:=.] PLANNING U/M WATER PLAN CHECK#: CB941194 DATE: 11/16/94 PERMIT#: CB941194 PERMIT TYPE: ITI PROJECT NAME: 2300 FARADAY-9796 SFWHSE/OFFIC 2308 FARADAY-7398 SF TO OFF&5225 SF MAN. ADDRESS: ,·-2·3·0:o-FAMDAY AV. ·-1 ~--- CONTACT PERSON/PHONE#: MW/PAUL/899-8363 SEWER DIST: CA WATER DIST: CA ~~7PECTEY{~ DATE I / INSPECTED: /I oil I~~ APPROVED V DISAPPROVED INSPECTED BY: INSPECTED BY: DATE INSPECTED: DATE INSPECTED: APPROVED DISAPPROVED APPROVED DISAPPROVED ============================================================================= COMMENTS: DATE:1O/26/94 JURISDICTION: Carlsbad PLAN CHECK NO.: 94-1194 ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 SET: III PROJECT ADDRESS: 2300 & 2308 Faraday Ave PROJECT NAME: TI D II JURISDICTION D P AN CHECKER D FILE COPY D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. II The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: D Esgil Corporation staff did not advise the applicant that the plan check has been completed. Ill Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Richard Marsch by appointment Date contacted: 10/26 (by: pf) Telephone#: II REMARKS: The following was inked onto the plans: sheet A2, no curb at the exit, sheet A3, reversed door 5, sheet A4, push-side strike edge clearance & eliminated the knock-out panel, sheet A5 lighting controls. The designer will hand-carry the plans. By: Pete Fischer Esgil Corporation D GA Cl CM Cl PC Enclosures: trnsmtl.dot ,-__ ,_c DATE: ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-14-68 10/ Z-0 /9y , Q__M.F . NT JURISDICTION: JURISDICT N PLAN CHECKER OFILE COPY OUPS ODESIGNER PLAN CHECK NO: 9:(-//C/'-/ SET: :Jr PROJECT ADDRESS: Z.soo fl Z.3O8 Et<tM 0AY &£. PROJECT NAME: TX 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 jurisdic~ipn's building codes when minor deficien- cies identified-=---=-----~--~---are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your_ information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. ~ The applicant's copy of the check list has been sent to: iv ML -/Yl/K.GOLJY\ I It TTN : /( / C 1/M.D IA AR.SC I+ 5VITE ZOO r -O Esgil staff did not advise the applicant contact person that plan check has been completed. ~ Esgil staff did advise applicant that the plan check has been completed. Person contacted: ME$5AGt e=o& & ,c.HAg&) 1"'1MSCH- Date contacted: ___ to~/_z.o...;;...:.A~2~Y __ Telephone# YJB ~1~3 D REMARKS: -------------------------- By: fE.Tg. PIJCHU;., ESGIL CORPORATION . Enclosures: -----------!<:>/,, 0GA DCM ~PC JURISDICTION: C4~lS61l-D Date plans received by plan checker: fD /tt M'-1 PLAN CHECK NO.: 9Y-//9Y r Date plan recheck completed: 10/2ohy By: fE7E FISC/f(,e PROJECT ADDRESS:_--:::C.__,?=00..,...__..:::,/L=---~=-O~8 _ __,_6....,Mt1f?.~=.:....Vrf..,___._.,,tv-=-=E"--__________ _ TO: __ __,_f.:___.;./...;;C..;..H"'-'M..Q"-='----',M'-'--"&€,~S'.,,.,C...,_H-_____________________ _ RECHECK PLAN CORRECTION SHEET FOREWORD: PLEASE READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. The plan check is based on regulations enforced by .the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The items shown below need clarification, modification or change. All items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303(c), of the Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. · A. 0 0 Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: GSGIL BLDG-DE.PT 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 check sheet with the revised plans. 0 G) The following items have not been resolved from previous plan reviews. The original correction number has been given for your reference. Ia ease yea die aet .keE!fl a SSflY gf tao priel" aon.:ootioa list, ue .ea,;:e oaelesea tll:ese ;pages seataiaiag tll:e still g~tstai1aing eel"reotieae. Please contact me if you have any questions regarding these items. 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 to the plans not resulting from this correction list? Please check. _____ Yes ____ .No W PgoVID£ CA<..r E UC-£.NSfP E.;IJC OZ., M..CH ~ I 6NAJ\JR.~ AND S EAf-...- 01\J kt.L .s H-u.rs 0 1T1+ S]Y?vc..ru.e;rc 1NFD~A:D oN (M -i) @ P1<...ov1D£.. Jl)ILE T tzoo1v1 A/¥Ll<:A,vl c,yy 1b Vbe-tEY J PM.Af>£15 (t'/LL S(µW EWVIP{(I fNT @ P/?0Vtl)£ C'At...C..S -rt> S lli?bl ADE0v,1:TI:... S Uf'Po~y FOIL ,tc.L /<-OOF r<JVNTE.D t[Q,J1P("IEN:0 PKCJV1D£-TH£-£-XISTiN b "'T'i€-vS.S Qt:Lc.S Th MVE'r' TH£-A:Qp,noN!rL coM. tNorCA-TE-T1f!_ EX1Sutv&-1£,WGM-: s,u_ ONT: Form No. RPCS.41290 ,. ,~ (ic}r, 1,4\P/Z..OVtDE.. ~ £ YISTi,J (.., PAN EL !=_L;;_vtf--TIDNS. Tb 1rJ01vf-n:_ TrW_ E:.:')(/$(11\J f- l<..£1NFOl<C1N ~ /?-Of\ ,:;.. ~ I t;. I+,-MIO TJI.F WIDJ).I OF 77t£ vA~f, Li=r,~ , I ON EACH-SID£.. or=--71-IL C)oe: llf(A/ L. ro JUSTIFY TH,.s: l-1PN!) lOAJ:)J f'\A I 77-f.,;: PIJN Ti.L, ( FVLL '·'!/.JO (.OA-C) ON 7rl-£ Ol'E.NING,} lC) vUSDF-'t TI/.c F-FF£..C. n vL iTAMt w1on+-70 RJ:.~1!.T ~ wl/\lD ,4,vO S£1SM1L loA.D~ ( _J._ Th PANu) A. n :J'A c..£.NT 70 TJ+f... ~E.Nwt,. - A-S½. 1 PANE~ (J"1.1~nr-'>" ,11Ary t...rltO 7H-ITV~ '-I' F=n..2- !(i;) P~OV,0£ 77-1-£ .fl-/-f,lR w11-c.L rA-c.....cS Th s lfc>1.v 77f-£. r.N-?lAN E. s (-f-8W._ 15, A. n ,E.Gv A-n:-,. r I Tl-I-~ NE.I-I ()Pt=N1N~$ , .. . , ., ' . DATE: ESGIL CORPORATION- 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 1 ls.oltt.'t. LICANT JURISDICTION: CARLSBAD PLAN CHECK NO: CJL/-//9'1 23W c..308 SET: I cJ.U.RISDI N PLAN CHECKER OFILE COPY QUPS QDESIGNER PROJECT ADDRESS: fl. FA/4'.A-OA-Y AVE. PROJECT NAME: 7I 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 deficien- cies identified · are resolved and checked by building department staff. D T~e plans transmitted herewith have significant deficiencies identified on the .enci'osed 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 Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the. applicant·contact person. ~ The applicant's.copy of the check list has been sent to: __....h,,_,_JA,e.E.,.-'-----" __ -_.;.M_:...;.lll...==CO=-l.../V\=-·"'----,------'-'A .... ITi....__N ____ /e..._lC_~--"-=-----'-C"--:..:.!'.4<..::.S=C~H--________ .. _ 7. · -617-5 Su ITE... '2.CX). q 2.12. I. -- J ~ Esgil staff did not advise the applicant contact person that plan check has been completed. 0 Esgil staff did advise applicant that the plan check has been completed. Person contacted: ------------ ' Date contacted: ---------Telephone# _______ _ 0 REMARKS: ______________________ _ By: HT'£-Ft.S~ ESGIL CORPORATION Enclosures: -----------9/-ic.. 0GA DCM D PC . .... PLAN aIEClC IfO. : _____ CJ'-..... /_-_l l ..... f __ LJ ______ _ JlJRISDICTION:---'CARLSBAD===----------- m: _ ____.,g~,c~HM..o__._=--~""-AA..s-"-'_c~H'------- OCCOPANCY: C I ,4,3 CON F :#-to2. BUILDING USK: ____ o ..... F ____ F-__.../2 __ w _____ M-€...___/_C'.'_AN ___ v_F TYPE oF coNSTRUCIION: ___ -:::=1r ___ .... tJ ____ s_P __ K ___ _ f,LtJG Z.Joo Z...J of> ACl'UAL AREA: /2..5' "JO f $0 79 ALLOWABLE AREA: _____ N_O ___ C..a...;..:/.-IMJ'--'-,...6""L,___ ____ _ ti. 'f SIORIKS: __________________ _ HEIGHT: ___________ '_} ________ _ SPRiliKLERS: _____ .;,..."(_1£..;;..S ___ ~'r .... E---"-~- OCCOP.Aft'.r LOAD: ____ ( o _____ '-l ______ r o_s--__ REMARKS: ____________________ _ • ,1.• •• Date plans received by jurisdiction: Date plans received by·Esgil Corporation: Date initial plan check completed: __ 1 /2.._· J_o-"-/_9_Y..__ __ By: PE TE..-. F1.SCl-f€R.. Applicant contact person: _f<._1c_~ ___ ,-,,y<\.R._-'--s:._c_fi __ Tel. ________ _ FOREWORD: PLEASE READ Plan check is limited to technical requirements contai~ed in the Uniform Building Code, Uniform Plumbing · Code, Uniform Mechanical Code, National ~lectrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. based on the 1991 UBC. Code sections cited are The circled· 'items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303(c), 1991 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, note on this list (or a copy) where each correction item has been addressed, i.e. 1 plan sheet, specification, etc. Be sure to enclose the marked up list when you submit the revised plans • LIST NO. 41 CARLSBAD TENANT IMPROVEMENT WITHOUT SPECIFIC ENERGY ZONE DATA OR POLICY SUPPLEMENTS, 1991 UBC / G 0 f 7- 1 I I Please make all corrections on the original tracings and submit two new sets of prints, to: Esgil Corporation, 9320 Chesapeake Drive, Suite 1208, San Diego, CA 92123, (619) 560-1468. Please make all corrections on the original tracings and submit two new sets of prints, to: The jurisdiction's building department. Indicate on the Title Sheet of the plans, the name of the legal owner and name of person responsible for the preparation of the plans. Section 302(d). Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes. Business and Professions Code. Plans and calculations shall be signed by the California state licensed engineer or architect where there are structural changes to existing buildings or structural additions. Please include the California license number, seal, date of license expiration and date plans are signed. Business and Professions Code. Provide the correct address and suite number of tenant space on the plans. Section 302(d). Provide a note on the site plan indicating the previous use of the tenant space or building being remodeled. Section 302. 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. Please provide complete details to show the building with comply. Section 502. UBC Section 304 require~_the Building Official to determine the total value of all construction wo;i:k pr1:1posed under this permit. The value shall include all finish work, painting; roofing, electrical, plumbing, heating, air conditioning, elevator, fire extinguishing systems and any other permanent equipment. Please provide a signed copy of the designer's or contractor's construction cost estimate of all work proposed. 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. · ·' -···. 8 4 92 /l3 ~ On the first sheet of the plans indicate: (.!!} Type of ooa£tn.iotioa of th0 0~istiag ~Yilaiag, prQ£Qat aad·proposed occupancy classifications ef the remodel area and t,aQ elillilwpa..t l9a4 ef ~ i;emggQJ, a.Qa& aad t.Ae flogr: nher:e tJ:ie tenant impc.-G-~. I I 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 UBC Tables 9-A and 9-B. A complete description of the activities Rnd processes that will occur in this tenant space should be provided. A listing of all hazardous materials should be included. The materials listing · should be stated in a form that would make classification in Tables 9-A and 9-B rossible. The building official may require a technical report to identify and develop methods of protection from hazardous materials. Section 901(f). If control areas are used for exceeding the exempt amounts of hazardous materials from Tables 9-A and 9-B, they shall be constructed of not less that required for a one-hour . occupancy separation. Section 404. I The number of control areas within a building used for retail/wholesale stores shall not exceed two; the number of control areas in buildings with other uses shall not exceed I· four. Footnote 1, ·Tables 9-A and 9-B·. The aggregate quantity of any hazardous materials "in use" and 11 in storage" shall not exceed the quantity listed in Tables 9-A and 9-B for "storage". Footnotes 2 and 3, Tables 9-A and 9-B. Provide a statement on.the Title Sheet of the plans that this project shall comply with. Title 24 and 1991 tme=, UMC and UPC and 1990 NEC. Provide a fully dimensioned floor plan showing the size and use of all rooms or areas within the space being improved or altered. Draw the plans to scale and indicate the scale on the plan. Section 302(d). Indicate the use of all spaces adjacent to the area being remodeled or improved. · Show any existing fire rated area separation walls, occupancy separation walls, demising walls, shafts or rated corridors. Identify and provide construction details for proposed new fire rated walls. Specify on the plans the fire ratings of assemblies to protect penetrations or proposed openings in existing or new fire walls, floor- ceiling assemblies or roof-ceiling assemblies. 2 ' .. d. Identify existing walls to be removed, r. existing walls . to remain and proposed new walls. Identify bearing walls, non-bearing walls, and shear walls, ~ Show safety glazing in the following "---=7 ~ations, per Section 5406(d): V Where the nearest edge of glazing is NEw within a 24-inch arc of either side of a n:,e.ioA.... door in a closed postion (unless there is '"' 6-l..A>.5 an intervening wall between the door and the glazing or if the glazing is 5 1 -011 or I· i higher above the walking surface). Glazing greater than 9 square feet with the bottom edge less than 1811 above the floor and the top edge greater than 3611 above the floor ( unless the glazing is more than 3611 horizontally away from walking surfaces or if a complying protective bar is installed). ;I. Glazing in shower and tub enclosures (including windows within 5 feet of tub or shower floor). Provide a section view of all new interior partitions. Show: (a) (b) (c) (d) Type, size and spacing of stud~. Indicate gauge for metal studs. Specify manufacturer and approval number or indicate "to be ICBO approved". Method of attaching top and bottom plates to structure. (NOTE: Top of partition must be secured to roof or floor framing, unless suspended ceiling has been designed for partition lateral load), Wall sheathing material and details of attachment (size and spacing of fasteners). Show height of partition and suspended ceiling, and height from floor to roof framing or floor framing. Provide notes and/or details to show that the floor and wall finish in toilet rooms are surfaced with a smooth hard non-absorbent material extending five inches up the wall. Similar surfacing shall be provided on the walls from the floor to a height of 4 feet around urinals and within water closet coll_lPartments. Section SlO(b). 7 l-.J 1-/,4, / 5 1' C'J£M G-Lt\ 2..£, .'' . - ,,./ Note on the plans: "All •interior finishes must /0 " comply· with Chapter 42 of the UBC". Specify 11Class ____ flame spread rating·. (minimum) for ____________ II Note on plan that suspended ceilings shall comply with UBC Tables 47-A and 23-P. In buildings having floors and roofs of wood frame construction, other than dwelling or hotel occupancies, draft stop the area between the ceiling and floor above so that no concealed space exceeds 1,000 s.f. and no ··-horizontal dimension exceeds 60 L. F. ( if space has sprinklers, then 3,000 s.f. and 100 L.F.). Section 25l6(f), --·-··. 7/8/92 I 0 In buildings having floors and roofs of wood frame construction, other than dwelling or hotel occupancies, draft stop the area between the ceiling and roof above so that no concealed space exceeds 3,000 s.f. and no horizontal dimension exceeds 60 L.F. (if space has sprinklers, then 9,000 s.f. and 100 L.F.), Section 2516(f). Storage areas exceeding 1000 sq. ft. in connection with wholesale or retail sales shall be separated from the public area by a one-hour occupancy separation. If the entire building has an automatic sprinkler system, then the occupancy separation need not be provided. Section 702(c). An automatic sprinkler system shall be installed in rooms used by the occupants for the consumption of alcohol and in accessory uses where the total area of such unseparated rooms and assembly uses exceeds 5000 square· feet. Section 3802(c). The tenant space and new and/or existing facilities serving the remodeled area must be accessible to and functional for the physically disabled. See the attached correction sheet. Title 24, Part 2. -,,;( The width of the . required level area on the T · : side. into which doors swing shall extend 24 inches past the strike edge for exterior doors and 18 inches past the strike edge for 'interior doors. Section 2-3304, Title 24. I I I- Specify lever-type hardware for passage doors on floors accessible to the disabled. Section 2-3304, Title 24. If both sexes will be employed and the number of employees exceeds four, provide separate toilet facilities for men and women. If 11both sexes will be employed and the total number of employees will not exceed four", and only one restroom is provided, note the words in quotation. above on the floor plan. Section 705(c). A ______ -hour occupancy separation is required between ________ occupancy and the ______ occupancy. Table 5-B. Ducts penetrating occupancy or area separation walls must have fire dampers. Section 4306 (j). In areas where the occupant load exceeds __ , two exits are required. See _______ _ ____ • ·Table 33-A. Provide an exit analysis plan (may be 8 1/211 x 1111 or any convenient size). Exits should have a minimum separation of one- half the maximum overall diagonal dimension of the building or area served. Section 3303(c). 3 I· 4/ I· I I· The maximum number of required exits and th~ir required separation must be maintained until egress is provided from the structure. Section 3303(a). Rooms with more than 10 occupants may have .Q.ill! exit tllrough .Q.ill! adjoining room. Revise exits to ~omply. Section 3303(e). Exit signs are required whenever two exits are required. Show all required exit sign locations. Section 3314 (a). Show that exits are lighted with at least one foot candle at floor level. Section 3313(a). Show the locations of· existing exits from the building and show the path of travel from the remodel area to the exist~ng exits. Note on the plans: "All exits are to be openable from inside without the use of a key or special knowledge". In lieu of the above, in a Group B occupancy, you may note "Provide a sign on or near the exit doors reading IHIS DOOR IO REMAIN UNLOCKED DURING BUSINESS HOURS". This signage is only allowed at the main exit. Section 3304(c). · Exit doors should be a minimum size of 3 feet by 6 feet 8 inches with a minimum door swing of 90 degrees. Maximum leaf width is 4 feet. Section 3304(f). Exit doors should swing in the direction of egress when serving an occupant load of 50 or more or when serving any hazardous area. Section 3304(b). Applies to door{s) __ -z_. __ ....., AT Cc'>NF-£/!.£NC£-{OL IN e.Lp(r U 00 Regardless of occupant load, a floor or landing not more than 1/2 inch below the tllreshold is required on each side of an exit door used for disabled access (may be 111 maximum where not used for disabled access). Section 3304(i). Doors should not project more . than 7 inches into the required corridor width when fully opened, nor more than one-half of the required corridor width when in any position. Section 3305(d~. s ££.... _. '18 . . Revolving, sliding and· ·~verhead doors are not permitted as exit doors if the occupant load exceeds 9 or the exit door serves a hazardous area. Section 3304(h). @ Provide panic hardware in Group A,E,H=l,H 2,U S emt-f occupancies. Chapter 33. AC..C... EXIT OO0!<.S .5 E(l..VtN(, CONf=E..f{.{ENC.£ tC>'L $. Double acting doors are not allowed when / serving a tributary occupant load of more than 100, or when part of a fire assembly, or part of smoke and draft control assemblies or when equipped with panic hardware. Section 3304(b). 5/28/92 (§ {.ORf<..lfXJI<__ 1-v,kC.L A-T OFFICE... 7.11..../ Corridors must provide -eontinuous protection to the exterior of the building. Interruptions by an intervening room is not 1 permitted. Foyers, lobbies or reception rooms constructed as required for corridors are not considered intervening rooms. Section 3305. Corridors and. exterior exit balconies serving 10 or more occupants must be a minimum 44 inches wide and 7 feet high to the lowest projection. Corridors serving less than 50 occupants may be-a minimum of 36 inches in width. Section 3305(b). When two exits are required, dead end corridors and exit balconies are limited to 20 feet. Section 3305(e). Corridors serving 30 or more occupants shall have walls and ceilings of one-hour construction. Show compliance or clearly show on plans which of the following exceptions has been satisfied: a. Corridors greater than 30 feet wide when the occupants have an exit independent from the corridor. b. Exterior sides of exterior exit balconies. ~ Corridor walls and ceilings need not be ~ of fire-resistive construction within ca,e.e,~1<....office spaces having an occupant load of Z.15 100 or less when the entire story in which the space is located is equipped with an automatic sprinkler system throughout and smoke detectors are installed within the corridor in accordance with their listing. I- I· d. Within office spaces occupied by a single tenant, partial height partitions which form corridors and which do not exceed 6 feet in height need not be fire resistive, provided they are constructed in accordance with Section 1705 and are not more than tllree fourths of the floor- to-ceiling height. Section 3305 (g). Section 3305 (g), Exception 5, cannot be used for non-rated corridors in a fully sprinklered office space if the occupant load in the space exceeds 100. · Section.3305(g), Exception 5 does not apply to co11DDon corridors where the corridor serves as an exit for non-office areas (manufacturing, warehouse, etc.). Section 3305(g), Exception 5 is applicable only for corridors on one floor; the corridors on the lower level(s) must be rated if these lower corridors have openings into them from other levels. 4 ~ · If non-rated corridors are µsed per Section \...7 3305(g), Exe. 5, provide a reference to the co{tJ2... corridors on the floor plan, noting: z..t5 1. Corridors are non-rated per Section 3305(g), Exception 5. 0 I 2. Smoke detectors shall be maximum 30' on center. 3. Power supply shall be dedicated branch circuit. Circuit disconnecting means shall be accessible only to authorized personnel and shall be clearly marked FIRE ALARM CIRCUIT CONTROL, with a lock-on device. If a tenant space utilizes Section 3305(g), Exception 5, then that tenant space shall be separated from adjacent·~·spaces by a demising wall constructed as for a one-hour corridor wall. Or Ft CL 7b t,._nV-Ltf-6\JS E- ANJJ OFF (D MAN\.JF Clearly show where the non-rated corridor system terminates and a rated corridor system colIUilences. G One-hour fire-rated corridors shall have interior door openings protected by tight- r:x,,c)IZ-fitting smoke and draft control assemblies 7 z:a:1!:ed 20 mil'ttltes , except openings in interior · walls of exterior exit balconies. Doors shall be maintained self-closing or be automatic- closing by action of a smoke detector per Section 4306(b). Doors shall be gasketed to pr9vide a smoke and draft seal where the door meets the stop on sides and top. Section 3305(h). ~- Total area of all openings, except doors, in any portion of an interior corridor, shall not exceed 25 percent of the area of the corridor wall of the room which it is separating from the corridor. Such openings shall be protected by fixed glazing listed and labeled for a fire- protection rating of at least 3/4-hour. Section 3305(h). Show rated co·rridors, lobbies, reception or foyers cross-hatched on the floor plans. Provide a complete architectural section of the corridor, or exterior exit balcony, showing all fire-resistive materials and details of construction for all floors, walls, cei 1 ing and all penetrations. Section 3305(g). Show the location of fire dampers. Provide fire dampers at duct penetrations of fire- rated occupancy and area separations, shafts and corridor ceilings. Combination fire/smoke dampers are required at duct penetrations of rated corridor walls. Section 4306(j). COl(JL\P~IL '2.-"Z..."t.. 8/4/92 f 0 0 If a room with an exhaust fan has a door opening into a rated corridor, show how make- up air will be provided to the room. The door cannot be undercut, nor can a louver in the door be provided. Section 3305(h)l. If building exce~ds two stories and has an elevator opening into · a rated corridor, show how the smoke and draft control provision of Section 3305(h) will be met. Either provide a separated elevator· lobby or a second door at the elevator entry meeting the provision. Section 3305 (j). If a second door is provided at the elevator entry, note that it will be readily openable from the car side without a key, tool or special knowledge or effort. Section 5106. New provisions in Chapter 43 of the 1991 UBC require special treatment of penetrations at fire-resistive assemblies. Provide typical details on the plans showing how the fire- resistive integrity will be maintained at the following conditions (Include the manufacturers I names and ICBO numbers ( or equal) for any sealant): A. THROUGH-PENETRATIONS (through the entire assembly): 1. Fire-resistive bearing walls and/ or walls requiring protected openings shall have penetrations protected with through- penetration fire stops having an F- rating, I-rating or complying with UBC -Standard 43-1, depending on their locations, sizes and combustibility. 2. Fire resistive floor/ceiling assemblies shall have penetrations protected with through-penetration fire stops having and F-rating, I-rating or complying with UBC Standard 43-1, depending on their sizes, combustibility and whether the penetrations are in walls above. B. MEMBRANE-PENETRATIONS ( through only one side of an assembly): 1. Fire-resistive walls (whether bearing or not and whether requiring fire protected openings or not) shall have penetrations protected with membrane-penetration fire_ stops having an F-rating or complying with UBC Standard 43-1, depending on their size and combustibility. Limited steel electrical outlet boxes (not exceeding 16 sq. in., nor more than 100 sq. in. for any 100 sq. ft. of wall) require no protection. 2. Fire-resistive ceilings shall have no penetrations, except for noncombustible sprinkler pipes and steel electrical outlet boxes as described above. NOTE: The plans should indicate the various fire-stop ratings required for all penetrations. Provide a note on the plans stating "Penetrations of fire-resistive walls, floor- ceilings and roof-ceilings shall be protected as required in UBC Sections 4304 and 430511 , 5 , ~ All roof-mounted equipment shall be concealed l.:_7 from view. Provide structural detailing for the screening. G· Please see additional corrections or remarks that follow. C';'\ Io s·peed up the recheck p~~cess, note on this 'J list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. f'::::\ 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 check. ____ Yes _____ No The jurisdiction has contracted w_ith Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1468, to perform the.plan check for your project. If you have any questions regarding these plan check items, please contact ________ _ ----.--------------.....;at Esgil Corporation Thank you. Enclosures: !. _________________ _ 2. _________________ _ 3. _________________ _ 6/25/93 @) Pf2...ov101=--CJft..c..S &vo Ff<./1.Mw(r. TD -S flot,,.J AOf..:QVA--T£-S.Uff'of<-, £Qv1P~E.JVT <ii}) f,e.o./,0£-CA::L,cS Fc;A-T}j,L NE.C-J KAJC>C./L Ol.)T fMf.(, O~ENtf'l65, aur-oF-Pt AN£. c oM s @ CUJ/<..tF-Y Z/8 AND @) P/Z-C5VlDL 04-i...!:,S. ~ A-Lt. t:.l..f.G:::l. O(J&\/1C!l._(j_£_ IC!,/. I'=.. 2:st ,S_ 11N G, (" C),\JC.JU..tl:. Pl/NEC..~ Avi,2 s {h)<-, 771-£ ,,,._,, I IV I ;¥'I.I,?'\ /ZctNFO~r IN{.,--A/4.rl~LAI ,Q Tl+£. oe_£JVtN(r-· 7 Non-Residential Access Requirements Plan Review Correction List Page 2 April 15, 1994 3. Dispersed and located closest to accessible entrances where buildings have multiple accessible entrances with adjacent parking. · Note: This section does not apply to existing facilities where local ordinances-preclude requirements unless a change of occupancy occurs. Single spaces shall be 14'0" wide and outlined to provide a 9'0" parking area and a 5'0" loading and unloading area on the passenger side of the vehicle. When more than one space is provided, in lieu of providing a 14'0" space for each space, two spaces can be provided within a 23'0" area with a 5'0" loading zone between each· 9'0" wide space. Each space is to be a minimum of 18'0" in depth. See section 3107 A(b) 1. NOTE: See Figures 31-18A, 31-18B and 31-18C. A bumper or curb shall be provided and located at each space to prevent encroachment of cars into the required width of walkways per section 3107 A(b)3. The maximum slope of parking surfaces in any direction shall not exceed 1/" per foot (2.083%) per section 3107 .1 (b)4. The maximum slope at the passenger loading zone shall n6t exceed 2 %. Parking spaces shall be identified by a reflectorized sign permanently posted immediately adjacent to and visible from each space, consisting of a profile view of a wheelchair with occupant in white on dark blue background. The sign shall not be smaller than 70 square inches in area and, when in a path of travel, shall be posted at a minimum height of 80" from the bottom of the sign to parking space finished grade. Signs may also be centered· on the wall of the interior end of the parking space at a minimum height of 36" from the parking space finished grade, ground or sidewalk. Spaces complying with section 3107 A(bl2 shall have an additional sign "Van-Accessible" mounted below !he symbol of accessibility per section 3107 A{c). In addition, each accessible space is required to be marked with the international symbol of accessibility. , An additional_ sign shall also be posted in a conspicuous place at each entrance to· off street parking facilities, or immediately adjacent to and visible from each stall or space. The sign shall be not less than 17" by 22" with lettering not less than 1" in height. Per section 3107 A(c) required wording is as follows: "Unauthorized vehicles parked in designated accessible spaces not displaying distinguishing placards or license plates issued for persons with disabilities may be towed away at owner's· expense. Towed vehicles may be reclaimed at ____ or by telephoning ____ " Where provided, all passenger loading zones and at least one vehicle access route from site entrances and exits shall have a minimum vertical clearance of 114" per section 3108A(b)2. Space{s) shall be located so that disabled persons are not compelled to wheel or walk behind parked cars other than their own per section 3107 A(b)3. · All vertical entrances to and vertical clearances within parking structures shall have a minimum vertical clearance of 8'2" where required for accessibility to accessible parking spaces. * A minimum of one in every 8 accessible spaces shall be served by an access aisle 96" minimum width and shall be designated van accessible per section 3107 A{b)2. All such spaces may be grouped on one level of a parking structure. * Provide a passenger access aisle, 60" by 20'0", adjacent and parallel to the passenger loading space per section 3108A{b). CURB RAMPS: -/\1-El,J EAST Cu/<,O l<-4Jl'1P A-T !>LPG Vo8 NOTE: See Figures 31-19A through 31-22. A. Curb ramps shall be constructed at each corner of street intersections and where a pedestrian way crosses a curb per section 3106A(e). · B. Curb ramps shall be a minimum of 48" wide with a maximum slope of 1 :12 (8.33%), per sections 3106A(e)2 and 3106A(e)5. The lower end of each curb ramp shall have a 1 / " lip be beveled at 45 . 2 degrees. C. * The landing at the top of the curb shall be level and 48" minimum depth for the entire width of the curb ramp or the slope of the fanned or flared sides shall not exceed 1 :8 (12.5%), per section 3106A(e)4. D. The surface of all curb ramps and its flared sides shall be slip resistant and contrasting from the adjacent sidewalk finish per section 3106A(e)6. E. All curb ramps shall have a grooved border 12" wide at the level surface of the sidewalk along the top and each side approximately 3/ • on center per section 3106{e)7. F. * Detectable warnings extending t~e full width and depth of the curb ramp inside the grooved border if the slope is between 1: 15 {6.66%) and· 1 :20 (5%), per section 3106A{e)8. This shall consist of raised truncated domes with a diameter of 0.9" at the base tapering to 0.45" at the top. Spacing shall be 2.35" DA/NR/G Non-Residential Access Requirements Plan Review Correction List center-to-center. NOTE: See Figure 31-23. Locate curb ramps to prevent obstruction by blocked cars per section 3106A(e)9 .. Paga 3 April 15, 1994 The slope of adjacent surfaces, including street and gutter, within 4 feet of ramps shall be limited to a maximum of 1:20 (5%), per section 3106A(e). WALKS AND SIDEWALKS: l}T AJ E-""' CV~ R.A.,,,,.p A-t t.UJ~ '2..]08 WT S /0£ .>'ftO""' '-/2.. ~ +. Do~ t,.J10TH F01Z. <:..L£..,'\RA-tvc..£. A-r Tite-ooc,fi:.__ A. Walks sloping greater than 1 :20 (5%) must comply with the ramp requirements of section 3307 per section 3324(cJ .. 8. Walks shall be 48" minimum in width and have slip resistant surfaces. C. The maximum cross slope shall not exceed 1/ " per foot per section 3324(a).3 If the enforcing agency finds that an unreasonable hardship exists; then the maximum cross slope may be increased to a maximum of 1/ " per foot for distances not to exceed 20 feet. . . D. Abrupt level ch~nges shall not exceed 1/" along any accessible route. When changes do occur, they shall be beveled with a slope of no greaterth~n 1:2. Level changes of 1/" or less may be vertical. Note: If level changes exceed 1/ ", they must c;:omply with requirements of curb ramps. E. At each gate or d6or, a 60" x 60" level area is required when the gate or door swings toward the walk per section 3324(e). Walks shall extend 24" minimum to the side of the strike edge of a door or gate that swings toward the walk. NOTE: See Figure 33-2. F. Provide 80" minimum headroom from all walkway surfaces to any obstruction per section 3325(b}. G. At walks with continuous gradients, level areas at least 5'0" long at intervals of 400 feet are required per section 3324(f). H. Grating openings are to be limited to a maximum of 1/" in the direction of travel per section 3324(b). I. Provide 36" wide detectable warning material at the IToundary between walkways and vehicular ways. Material shall comply with criteria of section 3325A(c)1, per section 3325(e). J. • Where more than one route is provided, all routes shall be made accessible per section 3103A(i)2. PEDESTRIAN RAMPS: A. A path of travel with a slope exceeding 1 :20 (5%) shall be considered a ramp per section 3307(a.1 ). Handrails are required to be provided at each side of ramps. B. The maximum allowable slope for accessible ramps is 1 :12 (8.33%), per section 330i(e.1 )1. Provide the • least possible slope for all ramps. · C. The maximum cross slope at walks and sidewalks shall not exceed 1/" per foot (2%) per section 3324(a)3. If the enforcing agency finds that an unreasonable hardship exists, then the maximum cross slope may be increased to a maximum of 1/ " per foot (4%) for distances not to exceed 20 feet. D. Ramp surfaces shall be slip resistant, per sehion 3307(9). · E. Landings are required at the top and bottom of all ramps, per section 3307(d.1 ). The bottom landing shall be a minimum of 72" in the direction of travel and the top landing shall be a minimum of 60" x 60". F. A 60" intermediate landing is required at maximum elevation changes of 30". A 72" landing is r.equired at direction changes exceeding 30 degrees per section 3307(d.1 )6. G. When a door swings over the top landing, the minimum depth of the landing shall equal to the door width, plus 42", per section 3307(d.1 ). H. Strike edge distances to door shall be 24" at exterior ramps (and 18" at interior ramps), per section 3307(d.1 ). : I. • When the slope of ramps exceeds 1 :20 (5%), handrails are required at each side, per section 3307(e.1 ). J. Handrails shall be 1 ¼" to 1 ½" in cross section and placed a minimum of 1 ½" from walls, per section 3307(e.1J. K. Per section 3307(e.1 ), handrails shall meet the following requirements: 1. Be continuous. • 2. Located 34" to 38" in height above the ramp surface. 3. Have 12" extensions beyond the top and bottom. 4. ·ends shall be returned. L. If ramp exceeds 1 0'0" in length (and ramp is not bounded by walls, curbs or wheel guides shall be provided, per section 3307(h.1 ). M. * Wall surfaces, adjacent to handrails, shall be free of sharp or abrasive elements, (i.e., no stucco), per section 3307(e.1 ). DA/NR/G Non-Residential Access Requirements Plan Review Correction List Page4 April 15, 1994 ENTRANCES AND CIRCULATION: DOORS: j 0 All entrances and exterior ground level exits shall be made accessible, per section 3301 (h}. /JE,.t,0 E-XI T5 When a building, or portion of a building, is required to be accessible (or adaptable), an accessible route of travel shall be provided to all portions of the building, to accessible building entrances and between the building and the public way. See section 3103A(i)2. Per section 3304(f), every required passage door shall have a minimum 32" clear width. Door hardware shall be of the lever or push type and mounted 30" to 44" above the floor, per section 3304(c.1). . Per section 3304(i.1 ),regardless of the occupant load, there shall be a level floor or landing on each side of the door. The floor or landing shall not be more than 1/" lower than the threshold of the doorway. Note: An exception is permitted for exterior landings, whi6h may slope up to 1/" per foot (2%) in any direction, for surface drainage, per section 413. 4 Per section 3304(c.1 ), all hand-activated door opening hardware shall .meet the following requirements: 1. Shall be centered between 30" and 44" above the floor. 2. Latching and locking doors that are in a path of travel shall be operated with a single effort by lever type hardware, panic bars, push-pull activating bars or other hardware designed to provide passage without the ability to grasp the opening hardware. 3. Locked doors shall exit in the direction of travei. The lower 10" of all doors shall be smooth and uninterrupted to allow the door to be opened by a wheelchair footrest without creating a trap or hazardous condition. Narrow frame doors may use a 1 0" high smooth panel on the push side of the door. Where turnstiles are used to provide fully controlled access, such as where an admission price is charged, a door or gate that is accessible to persons with disabilities, shall be provided adjacent to or within 30'0" from each turnstile entrance or exit. This passageway shall provide 32" clear opening and remain unlocked during business hours. · The width of the level area, on the side to which a door (or gate) swings, shall be as follows per section 3304!i.1 l: o I M e,.,NS t ON A-, /tt-L f)DCJ/<..-S Pf,4-r ~ c<..os £.. 1. Extend 24" past the strike edge qf the door for exterior applications. 2. -Extend 18" past the strike edge of the door for interior conditions. * 3. Extend 12" past the strike edge on the push side if door has latch and closer. )1· The space between two consecutive door openings in a vestibule, serving other than a required exit stairway shall provide a minimum of 48" of clear space from any door opening into the vestibule when door is open 90 de9rees, per section 3304(i. 1 ). Doors in series shall swing either in the same direction /. or away from the space between the doors. Maximum effort to operate doors shall not exceed 81/ pounds for exterior doors and 5 pounds for interior doors. Such push or pull effort shall be applied at rigfit angles to hinged doors and at the center plane for sliding doors. Where fire doors are required, the maximum effort to operate the door may be increased ~ to 15 pounds. See section 3304(i.2)1. ~ * Per section 3304{i. 1 )2.B, the level area at floors or landings shall have a length at least 60" in the · direction of door swing and at least 48" (or 44" if doors don't have latches or closers) in the direction opposite the door swing. NOTE: See Figure 33-2. poOR...... S 4T 1--/A-(.L / OS Where a door .opens into a stair of a smoke proof enclosure, the required landing need not have a length of 60", per section 3304(i.1 )2D(1 ). SPECIAL HAZARDS: Objects projecting from walls with their leading edges between 2r and 80" above the finished floor shall protrude no more than 4" into walks, halls, corridors,passageways or aisles. Objects mounted at or below 27" above the finished floor may protrude any amount. Freestanding objects mounted on posts or pylons may overhang 12" maximum from 27" to 80" above the ground surface or finished floor. Abrupt changes in level exceeding 4" adjacent to walks, such as at planters or fountains, except between walks and adjacent streets or drives, shall be identified by 6" high warning curbs projecting at least 6" above the walk surface per section 3325(a) except when a guardrail or handrail is provided. If a guardrail or handrail is provided, no curb is required when a guide rail is provided centered 3" t I_ 1 ") above the DA/NR/C" ELECTRICAL PLAN CHECK JURISDICTION: Carlsbad PLAN CHECK NUMBER :94-1194 I PLAN CHECKER :Chuck Mendenhall DATE: 9/30/94 1. Show the grounding electrode conductor size and wire type (AL/CU). NEC 250- 94. This applies to both the service ground and the transformer secondary ground. 2. Show the " nearest electrode" used for each transformer secondary ground system (i.e., building steel, cold water pipe). NEC 250-26( c) 3. Show the location of all panels, load centers, swirchboards, and transformers. NEC 110-16,240-24,300-21. Are all the panels located in the existing elec rm.? 4. Provide overcurrent protection on the secondary side of transformers. NEC 240- 21 Ex., 384-16(d). Do the subpanels have main overcurrent protection? The subpanels must be located within 10' of the.transformer feeding the panel. 5. Provide required transformer ventilation. NEC 450-9 Note: If you have any questions regarding this electrical plan check list please contact the plan checker listed above at (619) 560-1468. To speed the recheck process, note on this list ( or a copy) where the corrected items have been addressed on the plans. JURISDicrIOK: __ .....;C=A...:..:...rl;...'-'_S;;........,(3-.;..A..:--,:J----DA.TK: _ ____._,9=-__:2...;::;._C/_-__,;;7__.3...__ __ ~GLEN ADAMEK PLAH CHECK Rtl'mm: _ _.9'--'f~_-_/_/_9_t./ ___ 2=--PI.Al( CHECXER: D D----- L1 OAJ -,-H if /0"'~ ,u ~ A I\J eJ ON ~ r~ -/ /Co rt. 1--t-'1 $How A a-q) u ,,, ,? i.:r:-4::) L.. I t';' H 7 nv c. 11 ~AJ -r~cu ... 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L..,11...>ir" ~ ,-4 1 t.;;· ;:I /J.,..,__ <IS S <.-<n. u, ;?"< e;-5 S t.,-l J"(_~ £6S<;t:;"'~ , ,() <f" I/ '-2 t-11!1 ;O (.:; I,::;) A,a; /4 GAJ t:: 71-/ . A ,u tj tv" A"1C$vt_ t:Je.rN-<1 r+·11J ~j / hocJI./OtI /..)a~ IIV -e..uA S?"C: . AI\Ji<l Va-A.)..,. AA-~., I ' f 1,oc;l',)r) ~~ l SHoi.u UL7/l..A Lct.J hv.Srl /J,r,AJ4C.. S, A-AJ ,a l-t.J A '1 C ,t. t!..t.. o 5 C /'<; (/, (:, ~ ~/::°) l,J) ,067 41c_ /2et-r ll At.. va O~J tu '47e1--t. #t%r1-7'6"'-/i(J~ /((§Qu ,~ui.a ;<) ~I -r' I./ 14 '--I.I l.l /..?.-,tA/~ L 'N ~ <) ,S Ho i.,J · .Srl6r.,,..J~,t.. {!_t:> .-..> "'/~O I... VA t. 1.1u-~ 7; /2.g /4c.r-s -r "-~ r..-r _,41A (.AN t'.'.'_ t.t' --t"'J ,,e. I ,J,-1 & I< ~ d S '1' A "U!_, I C. ,.lAl~/MJt:. VA-'-Vt£"• ,> /),-,: "f'l4 I(. _C:SJ.-101., l ~~ /')1'2 ,4 /1\J "/6 ~d 4/~ It/(~,.. i.., -~· . rn..t:J.-. ~~o,u r /') ,~ 5 ,._Io t4J (J" /.It.. ~ n,_1-r r u. ~~ ~~ /~ JHUfE (... (!. 1-..f ,4 I ,1t Ac. c....~s 5, 131(a)-(b) Section 131. Lighting Controls That Must Be Installed. (a) Area Controls. 1. Each area enclosed by ceiling-height partitions shall have an independent switching or control device. This switching or control device shall be: A. Readily accessible; and B. Located so that a person using the device can see the lights or area controlled by that switch, or so that the area being lit is annunciated; and C. Manually operated, or automatically controlled by an occupant- sensing device that meets the requirements of Section 119(d). 2. Other devices may be installed in conjunction with the switching or control device provided that they: A. Permit the switching or control device to override the action of all other devices; and B. Reset the mode of any automatic system to normal operation without further action. EXCEPTION No. 1 to Section 131(a): Up to one-half watt per square foot of lighting in any area within a building that must be continuously illuminated for reasons of building security or emergency egress, if: I. The area is designated a security or emergency egress area on the plans and specifications submitted to the enforcement agency under Section 1403(a)(2) of Title 20; and Il. The area is controlled by switches accessible only to authorized personnel. EXCEPTION No. 2 to Section 131(a): Public areas with switches that are accessible only to authorized personnel. (b) _ Controls to Reduce Li2htin2. The general lighting of any enclosed space 100 square feet or larger in which the connected lighting load exceeds 1.2 watts per square foot for the space as a whole, and that has more than one light source ······. July 1, 1992 70 J .1 I ; ; J } \ __ 1 ... -_ ......... :::.,<----; --'~,_. __ ? __ ::.-.... (c) 13 l(b)-(c)2 . . (luminaire), shall be controlled so that the load for the lights may be reduced by at least. one-half while maintaining a reasonably uniform level of illuminance throughout the area. A reasonably uniform reduction of illuminance shall be achieved by: 1. Controlling all lamps or luminaires with dimmers; or 2. Dual .switching of alternate rows of luminaires, alternate luminaires, or alternate lamps; or 3. Switching the middle lamps of three lamp luminaires independently of the outer lamps; or 4. Switching each luminaire or each lamp. EXCEPTION No. 1 to Section 131(b): Lights in areas that are controlled by an occupant-sensing device that meets the requirements of Section 'i19(d). EXCEPTION No. 2 to Section 13l(b): Lights in corridors. EXCEPTION No. 3 to Section 131(b): Lights in areas that are controlled by an automatic time switch control device that has a timed manual override available at each s~itch location required by Section 13l(a) and that controls only the lights in the area enclosed by ceiling height partitions. Da,ylit Areas. Day lit areas in any enclosed space greater than 250 square feet shall meet the requirements of 1. and 2. 1. Such areas shall have at least one control that: A. Controls only luminaires in the daylit area; and B. Controls at least 50% of the lamps or luminaires in the daylit area, in a manner described in Section 131(b)l. through 4., independently of all other lamps or luminaires in the enclosed space. The other luminaires in the enclosed space may be controlled in any manner allowed by Section 131(b)l. through 4. 2. Such areas shall have controls that control the luminaires in each vertically daylit area separately from the luminaires in each horizontally daylit area. July 1, 1992 71 131(c)2.'-(d)l. EXCEPTION No. 1 to Section 131{c): Daylit areas where the effective aperature of glazing is equal to or less than 0.1 for vertical glazing and 0.01 for horizontal --... ) glazing. EXCEPTION No. 2 to Section 13l(c): Daylit areas where existing adjacent structures or natural objects obstruct daylight to the extent that effective use of daylighting is not feasible. (d) Shut-Off Controls. 1. For every floor, all interior lighting systems shall be equipped with a separate automatic control to shut off the lighting. This automatic control shall meet the requirements of Section 119 and may be an occupancy sensor, automatic time switch, or other device capable of automatically shutting off the lighting. July 1, 1992 EXCEPTION No. 1 to Section 13l(d)l.: Buildings or separately metered spaces of_ less than 5,000 square feet of conditioned space. EXCEPTION No. 2 to Section 13l(d)l.: Where the system is serving an area that must be continuously lit, or lit in a manner requiring manual operation of the lighting. EXCEPTION No. 3 to Section 131(d)l.: Lighting in corridors, guest rooms, and lodging quarters of high-rise residential buildings and hotel/motels. EXCEPTION No. 4 to Section 131(d)l.: Up to one-half watt per square foot of lighting in any area within a building that must be continuously illuminated for reasons of building security or emergency egress, if: I. The area is designated a security or emergency egress area on the plans and specifications submitted to the enforcement agency under Section 1403(a)2.A. of Title 20; and II. The area is controlled by switches accessible only to authorized personnel. 72 _/ '-) iin~1tif tJ~F.~_Jl~t~trl:·~~-_.·._; --·-.:~.:~:._;~:,:.~::::-~·--:,'-; ~':~;..~f.~~.c~~~=, .. -~:'~,~~~-:,~·.,-..,,. _, ,.,__ ·--,---'>--~.-~ ... ·-,.-: ~---· .. ~ .• -•. ~ ... ;.--.,._.,.,~.: .... _: ___ ~.::. •••. ;;....,+.·:...:.-... .;.. ---~ ~-' . . 13l(d)2.':(f) · 2. _ _. ---, ~ . --~-.. -·. fr an'. automatic time switch control· d~vice is i~sbtlled to compiy with Section 131(d)l. it shall incorporate an override switching device that: A. Is readily accessible; and B. Is located so that a person using the device can see the lights or the area controlled by that switch, or so that the area being lit is annunciated; and C. Is manually operated; and D. . Allows the lighting ·to remain on for no more than two hours when an override is initiated; and E. Controls an area. not exceeding 5,000 square feet. (e) Display Li2hting. Display lighting shall be separately switched on circuits that are 20 amps or less. (f) Exterior Lighting. Exterior lighting controlled from a lighting panel within the building shall be controlled by a directional photocell or astronomical time switch that automatically turns off the exterior lighting when daylight is available. H•"• :- EXCEPTION to Section 131(f): Lighting in parking garages, tunnels, and large covered areas that require illumination during daylight hours. _J July 1, 1992 73 ·---.. · ...... -::- 5.2 LIGHTING DESIGN PROCEDURES This section discusses how the requirements of the Standards affect lighting system design. For the procedures for documenting the lighting design, including compliance forms, see Section 5.3. 5.2.1 Mandatory Measures Toe mandatory features and devices must be included in the building design whether compliance is shown. by the prescriptive or the performance approach. These features have been proven cost- effective over a wide range of building occupancy types. Many of the mandatory features and devices are requirements for manufacturers of building products, who must certify the performance of their products to the Commission. It is the responsibility of the designer, however, to specify products that meet these requirements. Code enforcement officials, in tum, check that the mandatory features and devices are installed. A. Control Requirements (§119) Toe mandatory control requirements specify control arrangements for lighting systems that permit efficient oper:ation of the systems. These requirements are now part of standard practice in California and should be well understood by all who are responsible for designing or installing lighting systems. " Area Controls (§131(a)) The simplest way to improve, lighting efficiency is to tum off the lights when they are not in use. All lighting systems must have switching or control capabilities to allow lights to be turned off when they are not needed. Roopi Switching (§131(a)l) Independent lighting controls are required for each area enclosed by ceiling height partitions. In the simplest case, this means that each room must have its own switching; gang switching of several rooms is not allowed. 5. Lighting Systems Toe switch may be either a manual switch or an occupancy sensor. Accessibility (§131(a)l.A & B) All manually operated switching devices must be located so that personnel can see the controlled area when operating the switch(es). When it is not possible to locate the switches within view of the lights or areas, the switch location shall be provided with a means of annunciating the operation of the lights (on or off). Public Areas (§131(a) Exception No. 2) In public areas, such as building lobbies, concourses, etc., the switches may be located in areas accessible to authorized personnel only. Security or Emergency (§131(a) Exception No. 1) Lighting in areas within a building that must be continuously illuminated for reasons of building security or emergency egress are exempt from the switching requirements for a maximum of one-half watt per square foot. These lights must be designated as security or emergency egress areas on the plans, and the lights must be controlled by switches accessible only to authorized personnel. The remaining lighting in the area, however, is still subject to the area switching requirements. Other Devices (§131(a) 2) If the room switching operates in conjunction with any other kind of lighting control device, there are two other requirements. First, the device. must allow the room switching to override its action. Second, if the other control device is automatic, it must automatically reset to its normal operation mode without any further action. For example, if there is an automatic switching control system that sweeps all the lights off in a group of offices at a certain hour, the room switch in any individual office must be able to override the sweep and turn that office's lights back on. The next time the automatic control sweeps the lights off, however, the override for that individual office must not remain in effect. 5-7 Question The card access system· of our proposed building will automatically tum on the lobby and corridor lights when activated by someone entering the building after hours. In addftion, the lobby and corridor lights are on an automatic time swflch control. Are manual swflches required forthe lobby and corridor? Answer Yes. The manual swflch is still required under the area control mandatory measure requirement. Furthermore, it must be able to tum off the lights when either the automatic time switch control or card access system has turned them on. Example 5-3: Manual Switches and Automatic Controls Bi-Level Switching (§13l(b)) Most areas in buildings must be controlled so that the connected lighting load may be reduced by at least 50 percent in a reasonably uniform illumination pattern. The intent of this requirement is to achieve the reduction without losing use of any part of the space. This bi-level switching may be achieved in a variety of ways, such as: • By switching the output of every other luminaire in a row (checkerboard). • By using dimming controls. • By providing separate switching for each luminaire. • By separately switching half of the lamps in each luminaire. Bi-level switching is not required when: • The area has only one light source (luminaire ), • The area is less than 100 square feet, • The lighting power density is less than 1.2 watts per square foot, • The area is controlled by an occupant- sensing device, • Toe area is a corridor, or • The area is an individual area controlled by an automatic time switch control device with a timed manual override switch in each area that requires an individual switch. (§131(b) Exceptions 1, 2 and 3) Daylit Areas (§13l(c)) The control of electric lighting in the area where daylighting enters the building through windows or skylights is a consideration under the Standards. It Figure 5-3: Bi-Level Switching Dimmer (All Lamps) n"• • : 5-8 D D I' , ... , I ._ ___ _. I ---o• ·o< AB AB Outside Lamps on "A" Inside Lamps on "B" 0 0 ....... ,, \ ;,:: 'JIJ , .. o o~ B A Nonresidential Manual . ..-, falls under the mandatory requirements for separate switching in daylit areas, and is also given credit under the optional automatic controls credits. Under the mandatory measures, the electric lighting in enclosed areas greater than 250 square feet which are "daylit _areas" (close to window, skylights, atria, etc.) must be switched so that these areas can be controlled separately from the non-daylit areas. (See below for the precise definition of "day lit area". It is acceptable to achieve control of the daylit area by shutting off at least 50% of the lamps within the daylit area. This must be done by a control dedicated to serving only luminaires in the day lit area If there are separate day lit areas for windows and skylights, they must be controlled separately. The daylit area switching requirements are in addition to the bi-level switcl:µng requirements. Taken together, there are at least three ways to · comply, as illustrated in Figure 5-4. With the "4 Switch Option," the bi-level switching is provided separately to the daylit area (within fifteen feet of the windows) and to the non-daylit area. The "3 Switch Option" also meets the requirements because switch <D controls at least 50% of the lighting in the daylit area. Switch® controls the remainder of the lights in the day lit area and half of the lights in the non-daylit area. Switch @ controls the remainder of lights in the non-daylit area. The "Dimmer Switch Option'; controls the daylit and non-day lit areas separately' and the dimmer takes care of the bi-level illumination requirement. The separate control of daylit areas is not required when there is not enough daylight to be used effectively. This is decided in one of two ways: 1. When the daylight to a window or skylight is so obstructed by adjacent structures, trees, or other natural objects that the effective use of daylighting is not feasible. 2. When the effective aperture of the window is less than 0.1 (or of the skylight is less than 0.01). A low effective aperture prevents usable daylight from entering the area; it is caused by small glazing area, low transmission glazing materials, or a .. combination of both. (See definition of effective aperture below.) 5. Lighting Systems ------... ----8 a---~ .... _, .. 611 -------, _____ , ........ .__.1 ___ :__,_, .. --.......... j--........ -i ___ -.... _._, ' .......... j--....._--......u .. .-i ] 1 5 ft - __ , .. _ ,<fl ... _____ _ ___ , 4 Switch Option 3 · Switch Option. a----i--, ,..T---~ ~----9 ___ _;§· I 15 ft Dimmer Switch Option Figure 5-4: Combined Bi-level and Daylit Area Switching Daylit Area.is the space on the floor that is the larger of (a) plus (b), or (c); · (a) For areas daylit by vertical glazing, the daylit area has a length of 15 feet, or the distance on thefloor,perpendicular to the glazing,· to the nearest 60-inch or higher opaque partition, whichever is less; and a width of the window plus either 2feet on each side, the distance to an opaque partition, or one half the distance to the closest skylight or vertical glazing, whichever is least . 5-9 ... _ _-·--~::.."'..-:.-: ~--.:..=- (b) For areas daylit by horizontal glazing, the day/it area is the footprint of the skylight plus, in each of the lateral and longitudinal dimensions of the skylight, the lesser of the floor-to-ceiling height, the distance to the nearest 60-inch or higher opaque partition, · or one-half the horizontal distance to the edge of the closest skylight or vertical glazing. (c) The daylit area calculated using a method approved by the Commission. Such methods include DOE 2.JD and E, Superlite, Quicklite and other computer-based models that determine the daylit area based on modeling the features of the space. Effective Aperture (EA) is ( 1) for windows, the visible light transmittance (VLT) times the window wall ratio; and (2) for skylights, the well factor times the VLT times the skylight-to-roof area ratio of skylights times 0.85. (0.85 is a dirt depreciation factor for the skylight.) EA is calculated for each room with daylighting. Thus, the window wall ratio used in calculating EA is determined fro~ the gross exterior wall area of that wall of the room having the window(s) and from the window area of that window. Likewise, the skylight-to-roof area ratio is determined from the skylight area and the gross exterior roof area of each daylit space. (See Section 3.1.2.A for definitions of these surfaces.) See below for definitions of VL T and well factor. The table below can be used as a simplified-method for calculating the EA. It indicates when the EA is low enough to invoke the exception to the requirements for daylight switching control. Each venical column of the table corresponds to a Vtindow wall ratio or skylight-to-roof ratio range. Each horizontal row of the matrix corresponds to a range of VL Ts. In questionable cases, indicated by a MAYBE in Table 5-1, the Effective Aperture should be calculated to obtain a precise answer. Table 5-1: Effective Aperature Matrix Is Adequate Daylighting Available? WINDOWS (Vertical Glazing) Window Wall Ratio Glazing Type <0.10 0.10 to 0.20 0.20 to0.40 >0.40 VLT>0.60 NO MAYBE YES YES VL T 35% to 0.59 NO MAYBE MAYBE YES VLT<0.35 NO NO MAYBE MAYBE SKYLIGHTS (Horizontal Glazing) Skylight-to-Roof Ratio Glazing Type <0.01 0.01 to0.03 >0.03 VLT> 0.60 NO MAYBE YES VL T 0.35 to 0.59 NO MAYBE YES VLT <0.35 NO MAYBE MAYBE NOTE: Th~s skylight Matrix does not account for well factor; if the skylight has a light well, the EA cauld be substantially lowered. It is recommended that the EA be calculated in such cases. Figure 5-5: Window DayUt Area 5-10 or 1/2 of distance to next glazing (windows or skylight) 1~ .. I ~ : 2'-0' or ~ nearest ~ .. iopague .________.I ~rc=IJ · These luminaires are : In the dayllt area. i : ............................................. : ____;!'.,_ Q These luminaires are not in the dayllt area. D Nonresidential Manual Question A room has a window area of 90 st The exterior wall has a gross area of 180 st The window glazing has a visible light transmittance (VL T) of 0.31. Do the day/it area switching requirements apply in this room? Answer Yes. The window wall ratio (WWR)for the room is 90 sf I 180 sf= 0.50. The effective aperture, EA = 0.50 x 0.31 = 0.155, which is greater than 0.1 (exception for inadequate daylight does not apply). (With a WWR of 50% and a VL T of less than 35%, the matrix in Table 5-1 also indicates that the effective aperture is high enough that adequate daylighting is available) Daylighting control credits are available for the room (Table 5-9). Example 5-4: Effective Aperture Matrix Example If, instead of using Table 5-1, the effective aperture is to be calculated, the following tenns must also be understood. Visible Light Transmittance (VL T) is the ratio (expressed as a decimal) of visible light that.is . transmitted through a glazing material to the light that strikes the material. Toe VL Tis a property of the glass or plastic glazing material. The value of VL T for a given material is found in the manufacturer's literature. Question What is the day/it area associated with the skylight shown in Rgure 5-6? Answer The day/it area of the skylight is calculated from the length and width of the skylight footprint, and from the ceiling height (there are no opaque partitions or nearby windows/skylights). The length of the day/it area is the length of the skylight (1 O? plus the floor-to-cel7ing height on each end (11' + 11'), for a total day/it area length of 32'. The width of the day/it area is the width of the skylight (5') plus the floor-to-ceiling height on each end (11' + 11') for a total day/it area length of 27'. The day/it area is its length times its width, or 32' x 27' -864'. Example 5-5: Skylight Day/it Area Well Factor is the ratio of the amount of visible light leaving a skylight well to the amount of visible light entering the skylight well and is calculated as follows: (a) For rectangular wells: Well index= Well hgt X (well length+ well width) 2 x well length x well width Figure 5-6: Skylight Day/it Area 11' 5. Lighting Systems ,, I ,~,~5-: , I , ,, I , I , I ,, I , I L-10' W-5' ' ' ' .. .. ... ' ' .. .. .. ' ' ' .. ,, I ,, Also 11' ' ,..,, .: , ' i-4 Also 11' ',,~ .. I,.,· .... \.-... ••=··.:•~• .. ; ....... :·:· · •• -..... ,: .. :: ... -: · ··"• • · .... , ...... ~········· ............ ,-. .... · ··· ··• .-:. · ···· ,,· .... • .,,:,·:, -~ :, .. -. .: .....••.. .,:,·:: · .... .:, :=.. ··I DAYLIT AREA 11' 5-11 o.~1--..+-:~.,-~~-+---f-----:-""t"""----r--n O.oO l--~--f"'c-""'t.""---:---..;: o.,o 1-------,.---,---,----:--,.. ~ o." f--~~--:---:--.. i Q.JOI--~--,.----:--~ 0 0.251---,------,--.,---~~--:-,.: ,. u ; 0.20 ~ ~ 0.151---+--+--+----:--~~--t-~:-.~ii ... Q.05 0 0.2 0.-' 0.0 0.8 1.0 1.2 • L" t.6 L8 :z.o well INDEX Source: Fig 7-38, IES Lighting Handbook, 1984 Reference Figure 5-7: Well Factor (Efficiency of Well) Graph (b) for irregular shaped wells: Well index= Well height x well perimeter" 4 x well area Where the length, width, pen·meter, and area are measured at the borrom of the well. The well index and R, the area weighted average reflectance of the walls of the well, are used in Figure 5-7 to determine the well factor. Example 5-6: Effective _Apenure Calculation Question A skylight well has bottom dimensions of 6 ft by 8 ft. The well height is 4 ft. The inside surface of the well is painted wfth a blue paint having a reflectance of 50%. The skylight area is 16 sf. It has a visible light transmittance of 35%. The gross exterior roof area of the room is 200 sf. What is the effective aperture? 5-12 nswer Arst, calculate the well index: Well index= Well hgt x (well length + well width) 2 x well length x well width 0.58= 4 ft X (8 ft + 6 ft) 2x8ttx6ft Next, find the well factor (efficiency of well) from Agure 5-7. Enter at the bottom at 0.58. Draw a vertical line up to the 50% reflectance line (interpolate midway between the 40% and 60% lines). From the intersection, draw a horizontal line left to find the well factor of 0.56. Then calculate the skylight-to-roof ratio of the room: 116 sf I 200 sf= 0.08. Anally, calculate the EA by multiplying together the well factor, VL T, skylight-to-roof ratio, and 0.85: EA= 0.56 X 0.35 X 0.08 X 0.85 = 0.01. Display Lighting (§131(e)) Display lighting shall be separately switched on circuits that are 20 amps or less. The general lighting would be on separate switching so that it could be operated without having to turn on the display lighting (as, for example, when the cleaning crew is working at night and there is no need for the displays to be lit). Shut-Off Controls (§13l(d)) An effective way to control lighting energy is to automatically turn off all the lights in a building during non-business hours. The Standards require all buildings or separately metered space greater than 5,000 square feet of conditioned space to have a certified automatic shut-off control (see Section 5.1.2.D for more information on certified devices). Additionally, if the building has more than one floor, each floor shall have all of the lights on the floor controlled by a separate automatic control device (or control point if a multiple point control system). Nonresidential Manual . -----. ! · -~!:.~~~~~"?;;I2:~~· 1 .. ~:.-"!"-~!..;.~+:.:~t .... ) The areas exempted from automatic shut-off are: • Buildings or separately metered spaces less than 5,000 square feet. • Areas that must be continuously lit or require manual operation of the lighting system • Security or emergency egress lighting that must be continuously lit, provided it does not exceed 1/2 watt per square foot and the area is controlled by switches accessible only to authorized personnel (the security or egress area must be documented on the plans) • Corridors, guest rooms, and lodging quaners of high-rise residential buildings or hoteV motels The shut-off control is required to be designed with override switching devices. The override switching devices shall: • Control an area not exceeding 5,000 square feet on a single floor, • Be readily accessible, • Be manually operated, • Allow the operator to see the lights or area controlled or be annunciated (see definition in Section 5.1.2.C), and • Provide an override for not more than 2 hours. The shut-off control need not be a single control, but may include automatic time switches, occupancy sensors, or other automatic controls. (See Figures 5-8 and 5-9.) If an automatic time switch is used, it is recommended that a warning be designed into the system to alen building occupants of an impending "lights out" situation. Occupants could be alerted ten to fifteen minutes in advance of the "lights out". This could be accomplished by momentarily turning off the lights, turning off half of the lamps in each fixture, or turning off alternate fixtures. The bi-level reduction illumination can be used to achieve this warning if the reduction is achieved through circuiting instead of switching. The shut-off requirements are easily met by a 365 day programmable solid state control device. These devices are typically available with multiple channels of control, and can also be used to meet the mechanical system automatic time switch con~l requirements. If an occupant-sensing device is used to meet the automatic shut-off requirement, it is required to be installed in accordance with the manufacturer's instructions. Care should ·be taken to properly locate these devices to prevent false sensing of occupants. False sensing not only wastes energy, but can annoy occupants and create a sense of frustration with the control device. Figure 5-8: Timed Manual Override ·, I J ·~··· : Main Panel Box To Other Rooms p A N A Automatic lime ~ Switch for Building • L Timed Manual Override. Manual Switch and Override are only one device. 5. Lighting Systems 5-13 ' . Dates °l!Jo/9y Jurisdiction CARLSBAD Prepared bys PE~ RSC~ VALUATION AND PLAN CHECK FEE o Bldg. Dept. 0 Esgil PLAN CHECK NO • __ 9..:.....:.Y_-_/.....:1?'---yi:.....- BUILDING ADDRESS --''Z.--=5=Da..;:o=--fL=-..;;;;e.>~0--=8:....-J-E-.:A&1f?..:;._;;;_~AJ..l.-r---=A-v~-==e:.:....-_____ _ APPLICANT/CONTACT ________ PHONE NO. _______ _ BUILDING OCCUPANCY & 2... DESIGNER PHONE ------ TYPE OF. CONSTRUCTION ::V: NSff;, CONTRACTOR PHONE ____ _ BUILDING PORTION BUILDING AREA VALUATION VALUE MULTIPLIER OFFc'-L..· ~00 971(, 26 2SY 69~ OPACL c.Jo8 7< 'I/Ii 2--6 /qLJ'-18 f"L'\ANVF c_7>oA 52.zs "2-~ r .:s.s-&s-o - .. Air Condi tionin1:1: Commercial ' . @ - Residential · . ca .. Res. or Comm. Fire· Snrinklers @ Total Value S-8-Z 89Y __ 8._uilding Permit Fee $ Plan Check Fee $ $ /L/ 6 7 s-3 ---'~-----------------~_;._~...,:__ __ _ COM HEN TS,_:--------------------------- SHEET ( OF f --'----12/87 ., ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 DATE:11/2/94 JURISDICTION: Carlsbad PLAN CHECK NO.: 94-1194 REV PROJECT ADDRESS: 2308 Faraday Ave PROJECT NAME: TI Revision (619) 560-1468 SET: 1· D PLAN REVIEWER D FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. ~ The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified in the attached list 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: m Esgil Corporation staff did not advise the applicant that the plan check has been completed. D Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Date contacted: l'J REMARKS: No fees By: Pete Fischer 'f.r Esgil Corporation D GA DCM OPC (by: ) Telephone#: Enclosures: log trnsmtl.dot City of Carlsbad Plan Check: 94-1194 Revision Set: I The original approved plans crossed out the knock-out panel at building 2308 on sheet A4 at room 219 on th south wall (original reference note 2). Calculations and plans have been resubmitted to Esgil Corporation to justify the new construction, so the knock-out panel may be added back onto the plans. Either provide California licensed engineer's or architect's signature and seal on the new sheet S3.0 provided, or verify that sheet S3.0 is identical to sheet S3.0 from the original approved building plans. City of Carlsbad M #i If·•• ,144 iilf· I •l4 ·1%iiil ,14 hi BUILDING PLANCHECK CHECKLIST DATE: ~ t/f t/ PLANCHECK NO. CB qv/-1/J f BUILDING ADD~S: dl,Bd/f) _:pt~ . PROJECT DESCRIPTION: , ~-----' .... -4,,.........,,---· _______ _ ASSESSOR's PARCEL NUMBER~579t. ~ 6'< e27;r&.LuEST. VALUE'------- ENGI NEERING DEPARTMENT DENIAL APPROVAL The item you have submitted for review has been approved. The approval Is based on plans, information and/or specifications provided in your submittal; therefore any changes to these Items after this date, Including field rnodifications, 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. Please see the attached report of deficiencies marked with D Make necessary corrections to plans or specifications for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. By: __________ Date: ___ _ D · By: Date: A Right-of-Way permit is required prior to construction ·-------------- of the following improvements: ATTACHMENTS D Dedication Application ·D Dedication Checklist D Improvement Application D Improvement Checklist D Future imp~ovement 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 Sewer Fee information Sheet I By: _________ Date: ___ _ ENGINEERING DEPT. CONTACT PERSON NAME:. _____________ _ City of Carlsbad ADDRESS: 2075 Las Palmas Dr., Carlsbad, CA 92009 PHONE: (619) 438-1161, Ext. ,- A-4 P:\DOCS\CHKLST\BP0001.FRM REV 05/11 /94 2075 Las Palmas Dr.• Carlsbad, CA 92009-1576 • (619) 438-1161 • FAX (619) 438-0894 ~-'f BUILDING PLANCHECK CHECKLIST SITE PLAN dv' 3rdv' D 1. Provide a fully di!Tiensioned site plan drawn to scale. Show: .D D A. North Arrow D. Property Lines Easements B. Existing & Proposed Structures E. Easements C. Existing Street Improvements F. Right-of-Way Width & Adjacent Streets 2. Show on site plan: .A. Drainage Patterns C. Existing Topography B. Existing & Proposed Slopes 3. Include note: "Surface water to be directed away from the building foundation at a 2°/4 gradient for no less than 5' or 2/3 the distance to the property line (whichever is less)." [Per 1985 UBC 2907(d)5]. On graded sites, the top of any exterior foundation shall extend above the elevation of the street gutter at point of discharge or the inlet of an approved drainage device a minimum of 12 inches plus two percent'' (per 1990 UBC 2907(d)5.). 4. Include on title sheet A. Site address B. Assessor's Parcel Number C. Legal Description For commercial/industrial buildings and tenant 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 P:\DOCS\CHKLS1\BP0001.FRM Page 1 of 4 REV 05/11 /94 BUILDING PLANCHECK CHECKLIST DISCRETIONARY APPROVAL COMPLIANCE ~t 2nd./ 3rd./ ~ D D 5. Project does not comply with the· following Engineering Conditions of approval for Project _No. . D Conditions were complied with by:_______ Date: ______ _ DEDICATION REQUIREMENTS 6. Dedication for all street Rights-of-Way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ ______ -pursuant to Code Section 18.40.030. Dedication required as follows: ________________ _ Attached please find an application form and submittal checklist for the dedication process. Provide · the completed application form and the requirements on the checklist at the time of .resubmittal. Dedica~ion completed by ___________ _ Date: ---- IMPROVEMENT REQUIREMENTS D D D 1a: All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds ___________ .-pursuant to Code Section 18.40.040. Public improvements required as follows: _____________ _ Please have a registered Civil Engineer prepare appropriate improvement plans and submit them together with the requirements on the attached checklist for a separate plancheck process through the Engineering Department. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of permit. · Attached please find an application form and submittal checklist for the public improvements requirements. Provide the completed application form and the requirements on the checklist at the time of resubmittal. Improvement Plans signed by: __________ _ Date: __ _ P:\DOCS\CHKLST\BP0001.FRM Page 2 of 4 REV 05/11 /94 fstv' 2ndv' 3rdv' DD D BUILDING PLANCHECK CHECKLIST 7b. Construction of the public improvements may be deferred pursuant to code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $ _________ so we may prepare the necessary Future Improvement Agreement. This agreement must be signed, notarized and approved by the City prior to issuance of a Building Permit. . Future public improvements required as follows: ___________ _ Improvement Plans signed by: ___________ _ Date: ----- D D D 7c. Enclosed please find your Future Improvement Agreement. Please return signed and notarized Agreement to the Engineering Department. Future Improvement Agreement completed by: ____________ _ Date: -------- D D· 7d. 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 11.06.030 of the Municipal Code. D D D Sa. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut, fill import, export). D D D D Sb. 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: ____ _ Be. No Grading Permit required. P:\DOCS\CHKLSnB.P0001.FRM Page 3 of 4 REV 05/11 /94 '• BUILDING PLANCHECK CHECKLIST MISCELLANEOUS PERMITS 1 t./ 2nd./ 3rd./ · 0 0 9. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or fr· . private work adjacent to the public Right-of-Way. Types of work include, but are not limited to: street improvements, trees, driveways, tieing into public storm drain, sewer and water utilities. Right-of-Way permit required for ________________ _ ,A separate Right-of-Way permit issued by the Engineering Department is required for the following: ______________________ _ D · 1 O. A SEWER PERMIT is required concurrent with the building permit issuance. The fee is noted in the fees section on the following page. 0 11. INDUSTRIAL WASTE PERMIT is required. Applicant must complete Industrial Waste Permit Application Form and submit for City approval prior to issuance of a Permit. Industrial waste permit accepted by: ______ _ Date: ___ _ P:\DOCS\CHKLST\BP0001,FRM Page 4 of 4 REV 05/11 /94 ,., P·\ ENGINEERING DEPARTMENT. ENGINEERING REVIEW SECTION FEE CALCULATION WORKSHEET D Estimate based on unconfirmed information from applicant. _X'caiculation based on building plancheck _plan submittal. Address: ;2.. 3 0 6 r/q' ,C:,if:) /} V' Bldg. Permit No. C ;,g r 1-( / r. f- Prepared by: /Jkl.../ . Date: %:~r Checked by: C · £. Date: q (l.6(q f EDU CALCULATIONS: List types and square footages for all uses. Types of Use: ~c-e__ Sq. Ft.: '?1'74£ .ir~tJ EDU's:. _____ 5"'_., __ ~------ MGJ,Y.a/lfSE ,-f J'?J't1 --/. qr ADT CALCULATIONS: List types and square footages for all uses. Total EDU's: ___ 3_. -'-~""""? ___ _ Types of Use: e t=n··c ~ Sq. ~Ft.: 9 '7? t "1~ ADrs: ___ _.Aa......:...~....;;.~---- &e,e?>ir w'lf..re r> 7-?b ~rl() . -/~7 1,/" Total ADrs: _______ _ FEES REQUIRED: PUBLIC FACILITIES FEE REQUIRED O YES ¼ NO (See Building Department for amount) WITHIN CFO: DYES (no bridge_& thoroughfare fee, )Q NO . reduced Traffic Impact Fee) 1!fJ 1.PARK~N-LIEU FEE PARK AREA; __ _ 'fr FEE/UNIT: . X NO. UNITS: __ _ ~ 2.TRAFFIC IMPACT FEE · ADrs: /.1/7 X %' 3. BRIDGE AND THOROUGHFARE FEE- ADrs: · /1/2 x FEE/ADT: FEE/ADT:. d ;z ZONE: ___ _ / ~ 4. FACILITIES MANAGEMENT FEE SQ.FT.:.___ X FEE/SO.FT.: __ _ ~ 5; SEWER FEE PERMIT No.Sez:tf&of"() . EDU's: s ?, if 9' X ~EE/EDU: / j?'tJ ,6 / BENEFIT AREA: ,,;C DRAINAGE BASIN: ..,5"'L3 II~-. EDU's: -5-i± 9 _x FEE/EDU: f?:t / /7-f:T 6. SEWER LATERAL ($2,500 DEP(?SIT) =$_:7'J_f ........ ff ____ =$ 3~3i:: ~ =$ ______ _ =$ tb:3~,3 =$3 C)b,f" =$ ~ ~ 7. WATER FEE_ EDU's: 3. i9 X FEE/EDU: 2-1/'0() , =$ ·c 76' TOTAL OF ABOVE FEES*: $ J-. s;-q 77 ._,.- * City of Carlsbad M#ih·•ih4§Rih·l•l§·klii,,t§hl · ; J~ BUILDING PLANCHECK CHECKLIST ~z DATE: ~~ PLANCHECKNO.CB ~~~~~ .. -,.., BUILDINcf ADDRESS: · c2 308_ ~tve!"'fo,1.L . , PROJECT DESCRIPTION: £ _:z::-7--t#~a:e I fcil 2 ~ (Jtrtf z~~Qi al#->~ ASSESSOR's PARCEL NUMBER: , . 1 EST. VALUE / , _ _.__ ___ _ ENGINEERING DEPARTMENT DENIAL APPROVAL The item you have submitted for review has been approved. The approval is based on plans, information and/or specifications provided in your submittal; therefore any changes to these items after this date, Including field modifications, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result In suspension of permit to build. Please see the attached report of deficiencies marked with D Make necessary corrections to plans or specifications for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. By: _________ Date: ___ _ D . ~ ~ A Right-of-W~y permit is required prior to construction ------------- of the following improvements: ATTACHMENTS D Dedication Application D Dedication Checklist D Improvement Application D Improvement Checkllst D Future lmprov~ment Agreement D Grading Permit Appllcatlon . D Grading Submittal Checklist D Right of Way Permit Application D Right of Way Permit Submittal Checklist and Information Sheet D Se~er Fee Information Sheet P:\DOCS\CHKLST\BP0001.FRM By: _________ Date:. ___ _ ENGINEERING DEPT. CONTACT PERSON NAME: ____________ _ City of Carlsbad ADDRESS: 2075 Las Palmas Dr., Carlsbad, CA 92009 PHONE : (619) 438-1161. Ext. A-4 REV 05/11 /94 2075 Las Palmas Dr.• Carlsbad, CA 92009-1576 • (619) 438-1161 • FAX (619) 438-0894 BUILDING PLANCHECK CHECKLIST SITE PLAN 1st/4dv' 3rdv' [B D D 1. Provide a fully dimensioned site plan drawn to scale. Show: D D A. North Arrow D. Property Lines Easements B. Existing & Proposed Structures E. Easements C. Existing Street Improvements F. Right-of-Way Width & Adjacent_ Streets 2. Show on site plan: ' A. Drainage Patterns C. Existing Topography B. Existing & Proposed Slopes 3. Include note: "Surface water to be directed away from the building foundation at a 2% gradient for no less than 5' or 2/3 the distance to the property line (whichever is less)." [Per 1985 UBC 2907(d}5]. On graded sites, the top of any exterior foundation shall extend above the elevation of the street gutter at point of discharge or the inlet of an approved drainage device a minimum of ·12 inches plus two percent'' (per 1990 UBC 2907(d)5.). 4. Include on title sheet A. Site address _ B. Assessor's Parcel Number C. Legal Description For commercial/industrial buildings and tenant 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 P:\DOCS\CHKLST\BP0001.FRM Page 1 of 4 REV 05/11 /94 BUILDING PLANCHECK CHECKLIST DISCRETIONARY APPROVAL COMPLIANCE 2ndv' 3rdv' D D 5. Project does not comply with the following Engineering Conditions of approval for If Project N~. _______________________ _ ioo Conditions were complied with by: _____ ....-_ Date: ------- DEDICATION REQUIREMENTS 6. Dedication · for all street Rights-of-Way adjacent to the building site and any storm . drain or utility easements on the building site is required for all new buildings and for . remodels with a value at or exceeding $ ______ -pursuant to Code Section 18.40.030 .. · Dedication required as follows: ________________ _ Attached please find an application form and submittal checklist for the dedication process. Provide the completed application form and the requirements on the checklist at the time of resubmittal. Dedication completed by ___________ _ Date: ___ _ IMPROVEMENT REQUIREMENTS 7a. All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $ · -pursuant to Code Section 18.40.040. Public improvements required ·as follows: _____________ _ Please have a registered Civil Engineer-prepare appropriate improvement plans and submit them together with the requirements on the attached checklist for a separate plancheck process through the Engineering Department. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of permit. Attached please find art application form and submittal checklist for the public improvements requirements. Provide the completed application form and the requirements on the checklist at the time of resubmittal. lmproveme~t Plans signed by: __________ _ Date: ---- P:\D0CS\CHKLS1\BP0001.FRM Page 2 of 4 REV 05/11 /94 D D BUILDING·PLANCHECK CHECKLIST 2ndv' 3rdv' D D 7b. Construction of the public improvements may be deferred pursuant to code Section 18.40. Please submit a recent property title report or current grant deed on the D D D D D D property and processing fee of $ ________ so we may prepare the necessary Future Improvement Agreement. This agreement must be signed, notarized and approved by the City prior to issuance of a ·Building Permit. Future public improvements required as follows: ___________ _ Improvement Plans signed by: __________ _ Date: ___ _ 7c. Enclosed please find your Future Improvement Agreement. Please return signed and notarized Agreement to the Engineering Department. Future Improvement Agreement completed by: ____________ _ Date: -------- 7d. No Public Improvements required. SPECIAL NOTE: Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy. GRADING PERMIT REQUIREMENTS The conditiqns that invoke the need for a grading permit are found in Section 11.06.030 of the Municipal Code. ea. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut, fill import, export). Sb. 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. /o Grading Inspector sign off by: Date: D Sc. No Grading Permit required. P:\DOCS\CHKLS1\BP0001,FRM Page 3 of 4 REV 05/11 /94 r .4 BUILDING PLANCHECK CHECKLIST MISCELLANEOUS PERMITS -D D s. ~ .; 2nd./ 3rd./ A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the publlc Right-of-Way. Types of work include, but are not limited to: street improvements, trees, driveways, tieing into public storm drain, sewer and water utilities. fr ~DD ioo Right-of-Way permit required for ________________ _ A separate Right-of-Way permit issued by the Engineering Department is required for the following: ______________________ _ 1 o. A SEWER PERMIT is required concurrent with the building permit issuance. The fee is noted in the fees_ section on the following page. · 11. INDUSTRIAL WASTE PERMIT is required. Applicant must complete Industrial Waste Permit Application Form and submit for City approval prior to issuance of a Permit. Industrial waste permit accepted by: _______ Date: ___ _ P:\D0CS\CHKLST\BP0001.FRM Page 4 of 4 REV 05/11 /94 ENGINEERING DEPARTMENT. ENGINEERING REVIEW SECTION FEE CALCULATION WORKSHEET D Estimate based on unconfirmed information from applicant. D ·ca1culation based on building plancheck plan submittal. Address: c23cr/Y -J-~ Bldg. POfmlt No., __ ., ______ _ Prepared by: ,% Date: 1?£f kf Checked by: C. £. Date: __ ei _,_/_~G:»-/_t:t_.Y: __ EDU CALCULATIONS: List types and square footages for all uses. 7 9.t"/ Types of Use: &:f:t:z. c.e.. Sq. Ft.: '3'9? ~~ EDU's: __ __,_f:'.a... /,_/ __ _ fa,JrG--6-/,;,dr~() -I-/, ff"/./ . w11s-e ~~-:ri,P £-b.5" -C,..,,e,ep1 T wlf f"i: /..s7J ?'; -fl -;-f fl'tJO Total EDU's: __ ...,._3'.=·"-!,o..,,Y===---- ADT CALCULATIONS: List types and square footages for all uses. ~ •b :5 Types of use: 01#-ite /njF6,- iv i-Hl:::: .fj;;vd. Sq. 'Ft.: 73 w 4/711 ADrs: ______ /_½_~----- ~;J.. ;).-Sf)/. I M'tl ;i.._/ .2, </ ni/1 s/ ,rv-& /47119 ? 'i?'ooo /&7/ -;?.s Total ADrs: / () b ----------FEES REQUIRED: PUBLIC FACILITIES FEE REQUIRED O YES ).1 NO (See Building Department for amount) WITHIN CFO: D YES (no bridge & thoroughfare fee, 'lv1 NO reduced Traffic Impact Fee) 0 A/4 1.PARK~N-UEU FEE PARK AREA: __ _ FEE/UNIT:____ X NO. UNITS: __ _ =$ ~ _,, .x 2.TRAFFIC IMPACT FEE ADT's: _i 0.4 X FEE/ADT: 3 f ,,,/ )( 3. BRIDGE AND THOROUGHFARE FEE- ADrs: . /tJ 6 x FEE/ADT: c:7{ ,es l =$ ~33R_ 4. FACILITIES MANAGEMENT FEE ZONE: "" . SO.FT.:___ X FEE/SO.FT.:, ___ _ Jlf 5. SEWER FEE . PE~MIT No>£ CZY/JtJ ?'1. EDU's: ,f2,. C, ,3 X FEE/EDU: / ~ h BENEFIT AREA: C: DRAINAGE BASIN: ~.(3 . EDU's: ;2.. "-.3 X FEE/EDU: &"'?9 ;t/J 6. SEWER LATERAL ($2,500 DEPOSIT) =$-~--- =$ rm~ =$ ~1 J...--=· ------ ~$ r ;;.> ~ 7. WATER FEE EDU's: X FEE/EDU: .,Z f" d iJ =$ . ~~3/f).. TOTAL OF ABOVE FEES*: $~ Z~@ - * P:\DOCS\MISFORMS\BP0002.FRM REV 12/17 /93 -~ I ~ d--. 41 41 • ... ... ... • • • Q Q Q ~~~ I I l ~ ~ ~ ~i ~ ; ~ ~ " t u .&: .&: u u i i i ---~ ~ ~ Plan Check No. 9lf-Wl'i Planner DAVID RI CK PIMmING Cli.ECJCIJST Address I Phone 438-1161 ext. 4328 tbte.. ------ ~ 3'tP--1J (Nar.ne) APN: -2...t 2-,,. tJC/-a? ~~~~~~--r_Y~--·--------- zone C JJ\ Facilities .Management Zone ____ 5" ____ _ cro (in/out) # circle l,...,tfl"""p .... r~op .... e~rty~in,-c~o--m~p~lete SPECIAL TAX CALCULATION WORKSHEET provided by Building Department.) Legend [2] Item Complete -(9 Item Incomplete -Needs your action 1, 2, 3 Number in circle indicates plancheck number where deficiency was identified Environmental Review Required: YES DATE OF COMPLETION: NO /n,,E __ _ Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval _____________________ _ . ~ 0 Discretionary Action Required: YES _ NO ----rYPE __ _ APPROVAI./RESO. NO. __ _ DATE: _____ _ PROJECT NO. ___ ___ O'n{ER RELATED CASES: ___________________ _ Complianc=e with conditions ·of approval? If not, state conditions which require action. Conditions of Approval _____________________ _ [J/C] .(j California Coastal Commission Permit Required: YES _ NO ~ DATE. OF APPROVAL: San Diego Coast District, 3111 Camino Del Rio North, Suite 200, San Diego, CA. 92108-1725 (619) 521-8036 . Compliance with cc;,nditions of approval? If not, state conditions which require action. Conditions of Approval _____________________ _ .· :cibO !ndusi · · H· · : -· ~ · . .am~~-YE·. ·s· ---· --No--· /. · . . _ . _ .OQalY Ot.tS1Dg c-~ .. '-'I~'-"'• _ _____ __L,_ _ ~~ective -date of Inc:lusio!'laty'Housing Orclliumce. M~y ~l,_ 1993.) Site Phgi: 'E10o -l. 2. Zo~ . 1. ' : . ·~ :: -1_· _ / -o._ · -o·-_ ~11c,·11;r O VI.. · -0 0-p.er V()i,1 i> &: LA· 4. - f,,\.e... '· ~- Prov.ici'e a. fully ,dimensioned ~ite plan drawn to ·scale. Show: Notth attow, property ll.ries, -e::tsements, ezjsting and proposed structures, · sr,:eets, existing street imptovements; right~of.way·width, dimensioned setbacks and existing topogr$phical lines. . . 'Provide ;Ie-~al description of property, and assessors parcel number. Setbacks: F):'qnt: Int. Side: Street' Side: . Rear: . Lot coverage: Height: .. Required Req~ed. Required Requ4'ed Required Required Spaces Required,· Guest Spaces· Reqw.ted --~hown ___ __ Shown ____ __ Shown·-...-- --.Shown __ _ __ Shown __ ____ ·. Shown ____ __ Shown-- Shown· -----,.. p O O Addiqonal Comments __ -----,---.----.....,....----...,.,....,..----------,-----------..,..... ~K Tb ISSUfi AND.~ APPI\OVAL INTI) COM~~~ DATE ' ¥ l City of Carlsbad · 94232 Fire Department 0 Bureau of Prevention Plan Review: Requirements Category: Building Plan Check Date of Report: Thursday, October 27, 1994 Contact Name Address Richard Marsch Reviewed by: ~ 5411 Avenida Encinas Ste 120 City, State Carlsbad CA 92008 Bldg. Dept. No. 94-1194 Planning No. Job Name Rot Computer Corp Job Address _2_3_00_Fa_r_ad_a=y _____________ _ Ste. or Bldg. No. ____ _ 181 Approved -The item you have submitted for review has been approved. The approval is based on plans; information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifica- tions, must be.reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. D Disapproved -Please see the attached report of deficiencies. Please make corrections to plans or specifications necessary to indicate compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. For Fire Department Use Only Review 1st. __ _ 2nd __ _ 3rd __ _ Other Agency ID CFD Job#_---'-94_2-"3_2 __ File# ___ _ 2560 Orion Way • Carlsbad, California 92008 • (619) 931-2121 City of Carlsbad 94248 Fire Department 0 Bureau of Prevention Plan Review: Requirements Category: Building Plan Check Date of ReP,ort: Thursday, October 27, 1994 Contact Name Address City, State Richard Marsch Reviewed by: ~~ 5411 Avenida Encinas Ste 120 Carlsbad CA 92008 Bldg. Dept. No. Gt.f~ I tt::i'Lf Job Name ROI Computor Corp Planning No. Job Address _2_3_08_F_a_ra_d_ay _____________ _ Ste. or Bldg·. No. ____ _ jg! Approved -The item you have submitted for review has been approved. The approval is based on plans; information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifica- tions, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. D Disapproved -Please see the attached report of deficiencies. Please make corrections to plans or specifications necessary to indicate compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. For Fire Department Use Only Review 1st. __ _ 2nd'-----3rd __ _ Other Agency ID CFO Job# __ 94_2_4_8 __ File# ___ _ 2560 Orion Way 9 Carlsbad, California 92008 • (619) 931-2121 ©DEARDORFF & DEARDORFF TILTUP PANEL WITH OPENINGS -1 CURTAIN : Faraday-Building 6015 <. -z.•'b.a) Job Panel ID Zone I Cp Topening Tpier: : 7 :4 Z= 0.40 : 1.00 Wind : 0.75 qs: 12.6 psf : 5.50in Ce: 1.19 . 5.50in Cq: 1.6 : 30.71 ft Pierwd Trib. qseis ave= 20.63 psf · 20.00ft qwind eff= 23.99 psf 12.0 psf Wind govern s DI: ecc: re: 3.50 Trib Area= 674 ftZ 3000psi Lleff= 12.0 psf Fy: 60000psi Wd= 240.0 plf Min Cover: 2in WI= 240.0 plf Rebar size: #5 qs= 20.63 psf Spacing: 15.0inoc qspier= 20.63 psf Layers: 1 CL= 10.46ft Effective Thickness= NIA Service Ultimate Mseis= 445 in-k 624 in-k Mwind= 531 in-k m in-k Mdesign= 17.3 in-k 22.0 ln-k LOADS P1d= P11= P2= P3= Ps= Ps-P3/3= ANALYSIS Service 0.263 0.263 0.082 0.789 1.398 1.135 U D+L 0.369 0.448 0.114 1.105 2.036 1.668 phi 0.879 Pu/Fy 0.034 Aseff 0.282 a 0.553 C 0.650 Mn 41.84 phi*Mn 36.80 lcr 11.32 12.65 d final 0.627 0.033 Mlat 17.28 0.00 Me 0.82 2.55 Md 0.71 0.05 Mdes 18.82 2.61 DEFLECTION CRITERIA -Service Load d final is less than H/150 = 1.673 -OK STRENGTH CRITERIA -Factored Load D + L Mdes<phi*Mn -OK D + E Mdes<phi*Mn -OK VERTICAL SERVICE LOAD CRITERIA Total per ft U D+E 0.277 Kips 0.000 Kips 0.086 Kips 0.829 Kips 1.191 Kips 0.915 Ki 0.888 0.020 in2 0.268 in2 0.525 in 0.618 in 39.98 in-k 35.50 in-k 12.25 1.536 in 22.03 in-k 0.86 in-k 1.41 in-k 24.30 in-k Ps = 1.398 k < 0.04(fc)Ag = 243.210 k -OK CRACKING MOMENT CRITERIA Mcr=16.57k< hi Mn =35.50k-OK ANALYSIS AT REVEALS Reveal: 0.75 in Mu at Midheight= 25.6 in-k 20.00ft 15.00 ft 7.00ft 4.67ft 2.33ft 9988 HIBERT ST., #304 Mu 3.5 in-k 20.2in-k 22.6in-k 17.6in-k 10.1 in-k 0.0in-k 0.0ln-k 0.0 ln-k d= 2.00in Mu<phi*Mn -OK Mu<phi*Mn -OK Mu<phi*Mn -OK Mu<phi*Mn -OK Mu<phi*Mn -OK Mu<phi*Mn -OK Mu<phi*Mn -OK Mu< hi*Mn -OK Width 33.71 ft : :1.~1r 11_>5=:,· 33.71 ft 33.71 ft 33.71 ft 33.71 ft 30.71 ft 22.00 ft A Parapet 1.08 ft V 20.92 ft A Roof 0.92ft V 20.00ft A 4.00ft V 16.00 ft A 4.00ft V 12.00 ft A 5.00 ft V 7.00ft A I 7.00ft (619)-689-1771 EXT=159 I \~~1-·1~\.~:!1.111---v __ 6891 lbs Base -Q) Q) LL PAGE_ Shear 25 20 15 10 5 0 -1000 0 0 10000 Pounds Moment 25 20 15 ..... Q) Q) LL 10 5 0 -500 0 500 In-Kips PROPERTIES As= 0.248 in2 .6*rhob= 0.0128 rho= 0.0075 OK phi*Mn= 24.8 in-k E= 3122 ksi fr= 274psi lg= 166 in4 Sg= 60.5in3 Mer= 16.57 in k dcr= 0.209 in dndl= 6.956 in dnde= 6.857 in N= 9.3 d= 2.750in SAN DIEGO, CA 92131 ©>DEARDORFF & DEARDORFF TILTUP PANEL WITH OPENINGS -1 CURTAIN Job: Faraday -Building 6015 ( 'Z $Ce") Panel ID: 9 -with knockout Zone: 4 Z= 0.40 Wind I: 1.00 Cp: 0.75 Topening: 5.50 in Tpier: 5.50 in Pier wd: 24.98 ft Trib: 4.00 ft DI: 120psf ecc: 3.50 qs: 12.6 psf Ce: 1.19 Cq: 1.6 qseis ave= 20.63 psf qwind eff= 23.99 psf Wind governs fc: 3000psi Fy: 60000 psi Min Cover: 2 in Rebar size: #5 Spacing: 12.5 in oc "* Trib Area= 140 ft2 Lleff= 20.0 psf Wd= 48.0 plf WI= 80.0plf qs= 20.63 psf Layers:._1 ___ __, qspier= 20.63 psf CL= 10.00 ft Effective Thickness= N/A Service Mseis= 341 in-k Mwind= 503 in-k Mdesign= 20.2 in-k Ultimate 478 in-k 642in-k 25.7in-k Total per ft ~ eG.u,Vl9L,~,-.lT ~~AC 1.,s.(p ttJ.G(...uOl,..(.(o JAVA 6 13A-~ , LOADS P1d= P1I= P2= P3= Ps= Ps-P3/3= ANALYSIS Service 0.067 0.112 0.193 0.908 1.279 · 0.977 U(D+L) 0.094 0.190 0.270 1.271 1.825 1.401 phi 0.882 Pu/Fy 0.030 Aseff 0.328 a 0.643 C 0.757 Mn 47.79 phi*Mn 42.13 lcr 13.05 13.84 d final 0.877 0.01 O Mlat 20.16 0.00 Me 0.21 0.89 Md 0.86 0.01 Mdes 21.22 0.90 DEFLECTION CRITERIA· Service Load d final is less than H/150 = 1.600 -OK STRENGTH CRITERIA· Factored Load D + L Mdes<phi*Mn • OK D + E Mdes<phi*Mn -OK VERTICAL SERVICE LOAD CRITERIA Ps = 1.279 k < 0.04(fc)Ag = 197.835 k • OK CRACKING MOMENT CRITERIA Mer= 16.57 k < Dhi(Mn) = 41.30 k -OK U(D+E) 0.071 Kips 0.000 Kips 0.202 Kips 0.953 Kips 1.226 Kips 0.908 Kies 0.888 0.020 in2 0.318 in2 0.624 in 0.734 in 46.53 in-k 41.30 in-k 13.59 1.737 in 25.70 in-k 0.22 in-k 1.58 in-k 27.50 in-k ANALYSIS AT REVEALS Reveal: I0.75 in I- Mu at Midhelght= 29.8 ln-k 20.00 ft 15.00 ft 7.00 ft 4.67 ft 2.33 ft 9988 HIBERT ST., #304 Mu -0.2 ln-k 22.2 in-k 27.0 ln-k 21.3 ln-k 12.2 ln-k 0.0in-k 0.0 in-k o.o in-k d= 2.00in Mu<phl*Mn • OK . Mu<phi*Mn • OK Mu<phl*Mn • OK Mu<phi*Mn -OK Mu<phi*Mn • OK Mu<phi*Mn -OK Mu<phi*Mn • OK Mu<ohi*Mn • OK (619)-689-1771 EXT=159 Width 122.00 ft 7 A Parapet I 34.98 ft 2.00 ft l\t$w,,:10~/~ · ,,....:1----~-~""" 120.00 ft I Roof I 34.98 ft I 34.98 ft I 34.98 ft I 24.98 ft I 24.98 ft 0.00 ft V A 4.00 ft V A 4.00 ft V A 5.00 ft V A I 7.00 ft 120.00 ft I 116.00 ft I I 12.00 ft I 17.00 ft l I 5410lbs PAGE_ -Q) Q) LL. v Base Shear 25 20 J 15 10 5 ' I 0 -1000 0 10000 0 Pounds phi*Mn= 28.6 in-k ...... Q) Q) LL. Moment 25 20 15 10 5 0 -~---·200 0 200 400 In-Kips PROPERTIES As= 0.298 in2 .6*rhob= 0.0128 rho= 0.0090 OK E= 3122 ksi fr= 274psi lg= 166 ln4 Sg= 60.5 ln3 Mer= 16.57 in k dcr= 0.191 in dndl= 6.637 in dnde= 6.579 in N= 9.3 d= 2.750 in SAN DIEGO, CA 92131 ,. -.J ©DEARDORFF & DEARDORFF TILTUP PANEL WITH OPENINGS -1 CURTAIN Job: Faraday -Building 6012 ( ·1:~ o 11) Panel ID: 15 -with Knockout Zone: 4 Z= 0.40 Wind I: 1.00 Cp: 0.75 Topening: 5.50 in Tpier: 5.50 in Pier wd: 6.83 ft Trib: 4.00ft DI: 10.3 psf ecc: 3.50 qs: 12.6 psf Ce: 0.72 Cq: 1.2 qseis ave= 20.63 psf qwind eff= 10.89 psf Seismic gov rns fc: 3000psi Fy: 60000 psi Min Cover: 2 in Rebar size: #5 Trib Area= 98 ft2 Lleff= 20.0 psf Wd= 41.2plf WI= 80.0plf qs= 20.63 psf Spacing: 10.3 in oc )I-· Layers: ,_1 ___ _. qspier= 20.63 psf CL= 9.75 ft Effective Thickness= 4.32 in Service Ultimate Mseis= 140 in-k 197 in-k Mwind= 152 in-k 194in-k Mdesign= 22.2 in-k 28.8 in-k LOADS P1d= P1I= P2= P3= Ps= Ps-P3/3= ANALYSIS Service 0.148 0.287 0.616 2.002 3.052 2.384 U(D+Ll 0.207 0.487 0.862 2.803 4.358 3.424 phi 0.856 Pu/Fy 0.073 Aseff 0.436 a 0.854 C 1.005 Mn 60.71 phi*Mn 51.97 lcr 15.17 16.38 d final 1.291 0.025 Mlat 22.24 0.00 Me 0.46 2.17 Md 3.08 0.08 Mdes 25.78 2.25 DEFLECTION CRITERIA • Service Load d final is less than H/150 = 1.560 -OK STRENGTH CRITERIA • Factored Load D + L Mdes<phi*Mn -OK D + E Mdes<phi*Mn -OK VERTICAL SERVICE LOAD CRITERIA Ps = 3.052 k < 0.04(fc)Ag = 54.120 k • OK CRACKING MOMENT CRITERIA Mer= 16.57 k < chi(Mn) = 50.43 k -OK Total per ft U(D+El 0.155 Kips 0.000 Kips 0.646 Kips 2.102 Kips 2.903 Kips 2.203 Kips 0.871 0.048 in2 0.411 in2 0.807 in 0.949 in 57.92 in-k 50.43 in-k 15.81 2.212 in 28.78 in-k 0.48 in-k 4.87 in-k 34.14 in-k ANALYSIS AT REVEALS Reveal: 10. 75 in I- Mu at Midheight= 33.7 in-k 22.00 ft 17.00 ft 7.00 ft 4.67 ft 2.33 ft Mu -20.0 in-k 14.6 in-k 30.8 in-k 24.4 in-k 14.1 in-k 0.0 in-k 0.0 ln-k 0.0 in-k d= 2.00 in Mu<phi*Mn -OK Mu<phi*Mn -OK Mu<phi*Mn -OK Mu<phi*Mn -OK Mu<phi*Mn -OK Mu<phi*Mn -OK Mu<phi*Mn -OK Mu<chi*Mn -OK 9988 HIBERT ST., #304 Width I 24.48 ft I -4922.Jbs J-· - I 24.48 ft I 24.48 ft I 6.83 ft : I 6.83 ft I 6.83 ft ,. 2.50 ft V ,. 3.50 ft V ,. 4.00 ft V ,. 5.00 ft V ,. 4.00 ft V ,. I 3.00 ft (619)-689-1771 EXT=159 122.00 ft I Parapet 119.50 ft I Roof 116.00ft I 112.00 ft I 17.00 ft I 13.00 ft I I fJ!3.18:=!bs :H!:::~-1---v __ 1818Ibs Base -(1) (1) u. PAGE_ Shear 25 20 J7 15 10 5 0 I -5000 a 5000 Pounds Moment 25 20 j 15 "' -(1) (1) I u. 10 5 0 -100 a 100 200 In-Kips PROPERTIES As= 0.363 In2 .6*rhob= 0.0128 rho= 0.0110 OK phi*Mn= 34.3 in-k E= 3122 ksi fr= 274psi lg:= 166 in4 Sg= 60.5 in• Mer= 16.57 in k dcr= 0.182 in dndl= 6.771 in dnde= 6.692 in N= 9.3 d= 2.750 in SAN DIEGO, CA 92131 .... J._J ©DEARDORFF & DEARDORFF TILTUP PANEL WITH OPENINGS -1 CURTAIN Job: Faraday-Building 6012 (. 1/J.I o e1 1 Panel ID: 17-with Knockout Zone: 4 Z= 0.40 Wind I: 1.00 Cp: 0.75 Topening: 5.50 in Tpier: 5.50 in Pierwd: 8.00 ft Trib: 4.00 ft DI: 10.3psf ecc: 3.50 qs: 12.6 psf Ce: 0.72 Cq: 1.2 qseis ave= 20.63 psf qwind eff= 10.89 psf Seismic gov rns re: 3000psi Fy: 60000 psi Min Cover: 2 in Rebar size: #5 Trib Area= 98 ft2 Lleff= 20.0 psf Wd= 41.2plf WI= 80.0plf qs= 20.63 psf Spacing: 9.6 in oc ~ Layers:._1 ___ _ qspier= 20.63 psf CL= 9.75 ft Effective Thickness= 4.40 in Service Ultimate Mseis= 148 in-k 208 in-k Mwind= 152 in-k 194 in-k Mdesign= 19.0 ln-k 26.0 in-k LOADS P1d= P1I= P2= P3= Ps= Ps-P3/3= ANALYSIS Service 0.126 0.245 0.526 1.732 2.629 2.052 U(D+L) 0.176 0.416 0.736 2.425 3.754 2.946 phi 0.862 Pu/Fy 0.063 Aseff 0.450 a 0.882 C 1.038 Mn 62.35 phi*Mn 53.75 lcr 15.93 16.73 d final 0.661 0.021 Mia! 19.00 0.00 Me 0.39 1.85 Md 1.36 0.06 Mdes 20.75 1.91 DEFLECTION CRITERIA -Service Load d final is less than H/150 = 1.560 -OK STRENGTH CRITERIA -Factored Load D + L Mdes<phi*Mn -OK D + E Mdes<phi*Mn -OK VERTICAL SERVICE LOAD CRITERIA Ps = 2.629 k < 0.04(fc)Ag = 63.360 k -OK CRACKJNG MOMENT CRITERIA Mer= 16.57 k < phl(Mn) = 52.47 k -OK Total per ft U(D+E) 0.132 Kips 0.000 Kips 0.552 Kips 1.819 Kips 2.504 Kips 1.897 Kips 0.875 0.042 in2 0.429 in2 0.842 in 0.990 in 59.99 in-k 52.47 in-k 16.2;3 1.634 in 25.96 in-k 0.41 in-k 3.10 in-k 29.47 in-k ANALYSIS AT REVEALS Reveal:(0.75 in I- Mu at Midheight= 29.1 ln-k 22.00 ft 17.00 ft 7.00 ft 4.67 ft 2.33 ft 9988 HIBERT ST., #304 Mu -17.3 ln-k 12.6 ln-k 26.6 ln-k 21.1 in-k 12.2 in-k 0.0 in-k 0.0 in-k 0.0 in-k d= 2.00 in Mu<phi*Mn -OK Mu<phi*Mn -OK Mu<phi*Mn -OK Mu<phi*Mn -OK Mu<phi*Mn -OK Mu<phi*Mn -OK Mu<phi*Mn -OK Mu<phi*Mn -OK Width I 24.48 ft , ,.,:90J:1\lbsi, J. ·, - I 24.48ft I 24.48 ft I 8.00 ft I 8.00 ft I 8.00 ft 2.50 ft V ,. 3.50 ft V ,. 4.00 ft V ,. 5.00 ft V ,. 4.00 ft V ,. I 3.00 ft I (619)-689-1771 EXT=159 122.00 ft I Parapet 119.50ft I Roof 116.00ft I 112.00 ft I 17.00 ft I 13.00 ft I 2018Ibs V ll7UW:1W=,:.:t-C:::!l.ll-t-----Base ..... Q) Q) LL. PAGE_ Shear 25 20 17 15 10 5 0 -5000 0 5000 Pounds Moment 25 20 I 15 '\ ..... Q) Q) I LL. 10 5 V 0 -100 0 100 200 In-Kips PROPERTIES As= 0.388 in2 .6*rhob= 0.0128 rho= 0.0117 OK phi*Mn= 35.6 in-k E= 3122 ksi fr= 274 psi lg= 166 in4 Sg= 60.5 in3 Mer= 16.57 in k dcr= 0.182 in dndl= 6.810 in dnde= 6.752 in N= 9.3 d= 2.750 in SAN DIEGO, CA 92131 . . -oo-·$tandard Struct·uresi Inc. · P.O. Box K, Santa Rosa, CA 95402 ." ?07/544-2982 : . L.f. ).l-Oo-1994 SS!-JOISTt CA~CW~ATION Project Name;. FARADAY Proj~c:t Numti~r: · LOC4"1tior ~ Carl $bad Marr'< Numb~r :ij"PE..., C\ j . : . . . . . . . . : . , I ==•~•====~=~;==~~===-•=~==~=~===•=;=~•==•===;==~==~~==~~~~~=•~•~~~==P~~-~=~~~-~· ~sl~Joi~t 0~$criptian Design Criteria I t* < 1 ·r 26.0~im:M ssI 435-R ** ** .Top F.l_ange SPF ·FBe ** ~*.Bottom Flange SPF FSE ** ** W~b Material OBS ** ~ '' . Span (ft) o. c. ~p~cing (in) Lc~d Duration F~ctor Repetitive Fa~tcr .33~,,qo; 96.00: 1.25: LOO =:=~~=~~=~=~~==~=~=;~=~~==~=~=~~~=;~~~~~=~~~~~g=:=•=~~====~=;~=&=~=~~~-;~~;=~:~ Point. Loachs: Lo.:ldin_; Number . ·· .i LL (~ lbs TL .'.250 lbs HvAv Dist~nc~ ffoml left en~ 2 .:001 ft · 1 Loads: Uniform N\.lmber· :i LL(PSF) l.Q.0 DL {PSF) . 10.0 F.L{?SF') o.o 11... (PSF} 2g.0 I &~9 En~ 0/.0 .. ~::s.·4 Triangul~r Lo~dss Nufll.be_r-BES-LL { PI..F) BEG-Di;;. ( PLF) END.-LL. (PLF) E<iW·-DL ( PLF >:; 6:eg. : . >>>>>>>>>>>>>>>NON~<<<<<<<<<<<<<<< ' Elia ! .. ·" , : . ; ~;=~;=~==~~~=~====~==w;=~~~~=~==~~~==~=~==~~~~=•~m•~-~~~~~~=•=~~~~#~=~~=====~~~ . · ... Design ss1~Jaist.' Com: L.o~d /~ver 1 :· (U,~.) AHow~ole two jo;$~s .Ma"i~4m.Beridin; Mom&nt~··········~· Ma><imum Hcir.-i:ontal Shear" ••••••• :·._. 29257 3709 ssI-Joist Deflt.tct.iti.n ~ :'. ssi joi~:ts are ICBO FFC7"'4325. noted above .is Liv~ Load •.•. Q.939; ue~o ~u~~•r•• O.h02 Total Load-~. l.541 = !• ~: ., L. I L I < < 314.16 5045 427 260 > > 0 0 l I i i ,. I I 10/~4/94 09:06 ~ 619 239 3317 SSI*S.anDie9o · .. e....tt:t,r,.1 .. ~-,~-~~ .. iei~1~0 :.~f. .. T~S:':f ~~~~~ '· . S S l ·, $ a1 r·, D i <i 'i o P,02 P.~/1,l,{:\l Standard Structur,J Inc. P.O. Box K, Santa Rosa, CA 95402 707/544-2~82 51-l!l, ' .:i) ,,. ' : / (; I I I ' I I, .. '· ~ i· 15i39, !' , : I . ()l-20-J.994 SSI-JOIST CAI...CULATiION Project Name1 FARADAY Loceticnt Carl5b~d i' !· Pn:d ec;t Nuint;,~r: 1 · i l'lar-ic Number-: 1vt7c:; A. A:". · (,. Bl .. ' ; I I ""' ) I~ l' / :· . . c. I•: ', :.:~::;i•a:==:=-=-========~===========t::1=:::.;::=:.,==========~~;;.:;;;;::.=:;:==:i::ar;~:.=;=:.::s-=•-:J;:.;===-.::;=7=~===-t ~sI-joist·De~cription : Design Criterii I ·; .· ,· , I ** ( J ) 28.0-inch e~l 445R ** Span (ft) 3'1.,40./ ;.: . ** Top Flange SPF FSE ** o. c. spacing hn) 96:0o i ·i.'·: · it:* Bottom Flange SPF FSE ** I.cad Duration Fcac:tor l.25! ** Web Material OSB ** . _Rep-,titiv&: Factor 1 ~·00; :· ;:::::.::.======--~==e::=::i:..::;:;:;;;;;;;:;;:;;:::::==~:::;;;;;;;;.::;;,:.;:::::::::::a:=:;i.=::.::'::a::-;::::=:.::::::=-==-==-=-"•===-.::.=~:====-·='"""~===-=-= ... :iJ,=~1=====:l:1 Loa~inQ , P.oin t t..oadi.: Numbel'." 1.- LL. DL 250 lb• TL D.istor,ce f ~om! l'e_{t. S':'l 250 · 1 !:l.$ HvA.C-i 2 ~ oo I ft :, 0 lb$ Uniform Loiids; Number LL(~SF) l 16.0 Triangular Loads; FL(FSF) o.o TL (PSF }. :26 ... 0 : Numbi=r -BEG-LL ( PLF) BES-DL ( PL.F' ~ END-LL ( PLF) END-J:IL { PLF') : >>>>>>>~>>~>>>>NONE<<<<<<<<<<<<<<< : f I' I Beg. ;. ·Er,1 I • j 010.: i 3.9 ;, ' ,. I . ,. i' '. ,: ; , • 1. B~g-. j ~!"IL ' · :. " • -• I • =-=:;========z::=..:.:===-=--~1i::::===::-;;:;;;.:::-.?.::::=~====s===~===~==r::===--;-;:.....-:=:.:;:=::;.::;:c;:;;;r.;-.,::.;:::.::=:=~:.:.:-r:.::..·.; . .::;~==l · Design. ssI-Joist; Cone Lqad ~v~~ · (LI.~.) · Allowable; two jo.i~ts. /:· · Ma~imum Sending Mcme~t ..••••• ,.~·· Maximum Hdrizontal Shea~ ••• ~ ••• ~ •• ~51-Joi~t D~fl$Ction : 406.3.~ 43.3·5 Live Load·,. ••• ,i ~209 = 'L / Dead Load •.•• 0~7~9 < < 45680 51.'25 391 .> :,} 0. _c;· • J I . . Total Load ... -1 ~977 ~ ·L· I 239 . i ·. ! ··. =;::;==~-==::;;===a~=~=~~=~~~~~=~=;=======-==~D===:~~=~~=~==~~w:~~=~==p=:~=~~~ , . :: I · , i' i SS~· joi5ts are fabricated i:Jy Stand.tr~ Structu.r.es. lnc .• ir', :<:'.!i:·cordance \~~·t'M!- !.CBO PFC-4325. This anal y·sis ii'. tQ c:oni' il'"rti that the SSI . j ,.:,i !:l-t · not$d above· _is. cesigneti ano c:onfor:-~.s with c::1.ir-r,em t St-andaqo Stn.Jcturt;?5/ . i : spE"c:i f ic:ations. and 1::0,:;:le acce;-pt~d .design prciperti~s. Thi!!'.! oads., spani.1 &nd . ·spacings h~ve b~fm provided by ct1"1~·rs, and have not been; r · ~ta·inderd Structures for adequcacy. This .in-f~H·mation should be · ·for COJ?Si 5 ter1c: y ,;,,i th thiw pr"c,j i:c:t •.. ! STD UNIT UNIT WEIGHT STD UNIT UNIT WEIGHT Lb Kg Lb Kg SOW0004 490 222 50WQ008 840. 381 sowooos 500 227 50WQ012 940 426 50W0006 520 236 NOTES: 1· Dimensions in [ J are in millimeters. 2. ~ Center of gravity. 3. ~ Direction of airflow. . · 4. On vertical discharge units, ductwork to be attached to accessory roof curb only. For horizontal discharge units, field-supplied flanges should be attached to hori- zontal discharge openings and all ductwork should be attached to the flanges. 5. Minimum clearance (local codes or jurisdiction may prevail): a. Bottom to combustible surfaces (when not using curb) O in. on vertical discharge units, and 1 in. on horizontal discharge units. b. Outdoor coil, for proper airflow, 36 in. one side, 12 In. the other. The side getting the greater clearance is optional. c. Overhead, 60 in. to assure proper outdoor fan operation. d. Horizontal supply and return end, 0 inches. e. On horizontal discharge units equipped with electric heat, a minimum clearance to combustibles of 1 in. is required for the first 12 in. of ductwork. f. Between units, control box side, 42 in. per NEC (National Electrical Code). g. Between unit and ungrounded surfaces, control box side, 36 in. per NEC. h. Between unit and block or concrete walls and other grounded surfaces, control box side, 42 in. per NEC. 6. With the exception of the clearance for the outdoor coil as stated in Notes Sb and c, a removable fence or barricade requires no clearance. 7. Units may be·installed on combustible floors made from wood or class A, B, or C roof covering material. 1·-r [4831 (008) 2'-0" [61.0) (012) i0/25/1994 08:59 519-530-8937 WEST 618 MEgHANICAL ESGll.. CORPORATION 9320 CHESAPEAKE DR. STE. 208 SAN DIEGO, CALIFORNIA 92123 ATTN: PETE FISCHER WEST AIR MECHANICAL RE: RDI COMPUTEll 2300 &. 2308 FARADAY CT .• CARLSBAD HER.1:i IS A COPY OF THE TRUSS HANGERS TIIAT YOU REQUESTED. THEY ARE llIB HW SERIES. DE.REKillWIN OCT. 25 ' 94 (TUE) 03: 53 COMMUNICATION Ne: 27 PAGE. 1 PAGE 01 10/25/1994 08:59 519-530-8937 WEST AIR MECHANICAL PAGE 02 -.W/WP/WM/HWHA,-.--llfJ_-____ ___ -~,A..l~ -<-.6' ' ' ,'', ~ . . . , I lo4 ~J ~''4V~ w wt.:~ l...3r WM .. Tl,1 W, w,, and HW Hitt* ll)urlll"I .,.,,,.,_ off•r the o,.a11at dtt1ign flexibility and ver .. titlly 111d r~lr• only top nailing into Ille haad•r. WMa ire Cletic,ntd for UN on 111nd11rd e" Ql'i)~ed matoniy bloc'il wall OO*l$trucllon. Oonautt thtJ 'table Book for ~r fflitXimum a,,d allowable lolrda. dtmensions for lri11111111110n. lf'ld fntener rfqUiremenl&. lll&Tltll.Al,.:W-7ga. or 1i9•. embossed top flanp, 6lptndlng on 1iz:e, 12 gl. itlrrvp: W~1 a g11. toi, H•ngw and ltlffup; WNP. WNPU, WP-1 ga. top 11,no•, 1~ ga. stirrup: HW, HWU-3 ga. top flan;•, 10 ga. ttlt'rup, FIN1814= SlfflP'On r•Y paint: hot-dlPf'>'ld a1tvani1td 1vail1bl9: aptM:lfy HOG. CODES: ~IO No. 1251: IIOCA. ICBO. seect No. NER-209 (WM onl~. City of L.A. Nvs. RR 24947. RR 2490: Qllld• County f~. 93-002$.6 (WM), T•bltt lo(ld111 _,. based on fhtf 1991 NOS ,net may dlff•r trum CO<ltt repat11 due to revifiO~ lag tlmo. ALLOWA8LI! I.OAtHt: • For h•"9•r l"leigti~ eXCffelln; th• JOllllf netght, ti-le allowable lc,.(I It o.so "' the table io.d. W ln1t1lled Top,tange Sloped Down !Aft . !' • wtth LOW tlkle ,lu•h w Mtlts WM w,,WPI "'"'' ...w 11rlt• 2 2',\ . ,,. ii!'.l!I IN8TAI.L.ATIOH: • U.. aM ..-,iw ~---for WM, ~ lid duplii1 n1H11 mutt O. tn,tallld Info ff\e top fling• Ind ambtddld into the grouted wall. Verify lh•t ltl• headll, can takt the ntquil'ld tutenet"II wpte#ild In the table. • N20A talllttr*a .,. tumllhad with HW htnga,s. S... !1faU1 and Fa11•r'l11"$, pagt 5. for fast.r,e,r dncrlplion1. N20M .al9 not recvmrnl!'ldad for l-Vl or f"'il. tdgt nailing, • H&f'lgtrt f'!I)' be weldsd to ttffl hoaders wlll'l 14" for W, ~ ... for WNP, and V,l" tot tiW, by , ½" fillet welds loalttd •t 9.«:h 1nd of th• tap flange. 11 Leclgart muat ~ • minimum of 311 lul"'lbet al'ld bll;lked by • tolld wall to guarantee the load v1tun QiVtl'I ii, the tabln. Oll'TIONS: • Wei> tltffenera .,. '9C?Uited for sllll'ldlrcl JOift nailing COflll9\lr•lion$ wltti ~ hanger sty ... Sl*)lfy &ltematt rialMr,g patten, wtitn IMlb ttl~n ........ not •ltla "'* (up tr.I 1$" In des)1h), AdfJ )( ANP alttr mod111I number tor n111llrtg 11110 tl'IIIII flange. • All notH appl)' IG ~binatlon1 of rnodific.,tlons. IIGPNWOIMln'-.W.dlnt , • Non·lklwtd ltangefl can~ It'll detlgn load wtt,n lh• Nit 9loH ~ within 2* c,f th• joiat tlope. Dtti;n11r M1,11t ch.-ck 1hat wood blaring it l'!Ot limiting. 2x 2-10Cbt11~ 1600 .,____,.__. w 3)( 2-18ddl.-, 2-:Z)( i-10d 170 -~ 411 a-10d ·-. ..E!IY_ 2x 2-10cM1"! WP 311 2·1ec:lx2½ fH]( lMOd .. 411 2·_10d HW 4Jol .t,N20A 2-10d1111'~. 2·~.0chc1~ 1100 1415 --~·10d 2·10mJ1A HOO 11GO ,,131 - 2·!~1121-'i 2,10dll.1'1t 1715 2H5 143!5 l-19d OflLX 2-10d,!1~" --..fil!.. .. 2-10dxH'ii 2-~yci1111'h 12 -tOO? ... 2•1Cld l-10dlr11,la 3'5$ ~!0 ,eoo -'"1$1 2-1011111 1,t .... ees ~-300$ -•·N20A 2•10dll1"' sae, -.JIIOO - 1, 1Q.1 *'"".(I ou .,,.., ftllf bl~- lat ~-InWh.,911111111'1 ftl load !Id~. N20A f,Hll'll!J in MIIIPritd. I, UlmtntlCll't 0.-IWl.ly i.n mmum btld ID 3• ma~lmlffll. OCT. 25 ' 94 (TUE) 0:9: S:9 COMMUNICATION Nc:27 PAGE. 2 " \©DEARDORFF & DEARDORFF RESPONSES TO STRUCTURAL BUILDING DEPARTMENT CORRECTIONS Job: 2300 & 2308 Faraday Ave. Plan File#: 94-1194 Sheet Comment E D Reply 109-B ~ Use panel 15 as an example. Exposure B. 1 " . _ Width· qwind • hroof 2 12 1v1wmd ----~----• 8000 u. _ 24.48-10.89-19.502 12 15205 . ki 1v1wmd -• = . 1n -ps 8000 The value for wind moment uses the full panel width inclusive of any openings. The formula ignores the effect of wind on the parapet. 109-C ~UBC 2614 (i)1.D allows the use of wider effective design strips when dealing with concentrated loads such as occurs when a lintel is supported at the edge of a window. 109-D ~ See attached. No uplift results from new openings. 9988 HIBERT ST., #304 PAGE __ (619)-689-1 n1 SAN DIEGO, CA 92131 ©DEARDORFF & DEARDORFF (619)-689-1771 DRAG STRUT FORCE ANALYSIS -TILTUP CONSTRUCTION Job: I Faraday -Building 6012 Location: Line 1 and C3.2 EXT=155 Stiffness in walls= 19.73 Ltotal= 161.17 ft Vtotal= 0.19 kif Stiffness in piers= 0.00 Lwall= 117.04ft Vwall= -0.27 kif Ratio of walls to piers is greater than 6 to 1 -No Special Ties Required. Loads distributed to walls ignores the affect of pier and column stiffness. Element V/ft Desianation C/F fc Thickness Heiaht Lenath Fdesign Fwall Flett Fright Type* w 194.8 plf 15-L F 3ksi 5.5in 12 ft 3.5 ft 0.5401 k -0.54 k 0.1416 k w D 194.8 plf 17.646 ft 0.1416 k 3.5787 k w 194.8 plf 15-R F 3 ksi 5.5in 12 ft 3.3333 ft 0.4755 k -0.476 k 3.5787 k 3.7524 k w w 194.8 plf 16 C 3 ksi 5.5in 20 ft 24.5 ft 5.9077 k -5.908 k 3.7524 k 2.6168 k w w 194.8 plf 17-L F 3ksi 5.5in 12 ft 4 ft 0.759 k -0.759 k 2.6168 k 2.637 k w D 194.8 plf 16.479 ft 2.637 k 5.8468 k w 194.8 plf 17-R F 3 ksi 5.5 in 12 ft 4 ft 0.759 k -0.759 k 5.8468 k 5.8669 k w w 194.8 plf 18 C 3 ksi. 5.5in 20 ft 29.25 ft 8.2051 k -8.205 k 5.8669 k 3.3592 k w w 194.8 plf 19-L C 3 ksi 5.5in 12 ft 4 ft 0.2335 k -0.234 k 3.3592 k 3.9047 k w D 194.8 plf 10 ft 3.9047 k 5.8525 k w 194.8 plf 19-R C 3 ksi 5.5in 12 ft 15.208 ft 6.3071 k -6.307 k 5.8525 k 2.5078 k w w 194.8 plf 20 C 3 ksi 5.5in 20 ft 29.25 ft 8.2051 k -8.205 k 2.5078 k w 31.392 k -31.39 k * W = Wall, P = Wall Pier, C = Column 9988 HIBERT ST., #304 PAGE_ SAN DIEGO, CA 92131 R 0.34 0.30 3.71 0.48 0.48 5.16 0.15 3.96 5.16 19.73 ©DEARDORFF & DEARDORFF (619)-689-1TT1 TILT-UP PANEL REACTIONS INCLUDING OVERTURNING Job:IFaraday-6012 Panel:L.:.. 1.;;.5 _____ __. LOADS Lateral Y Roof:I 1.0 k @2:3.5 ft I Third: Second:._ _____ __. Panel= 5.5 k @ 14.5 ft Conc:,.....;;.D.;;.;ea;;.;;d ___ Liv_e ___ x_.., P1: P2: P3: P4: PS: P6:.__~---,-,------' Unif: Dead Live Roof: 0.052 kif 0.052 kif Third: Second:.__ _____ _. Lateral= 6.5 k @ 15.9 ft OTM= 103 fl< REACTION Dead= Live= Lat= D+Lat= D+L= Total= As: Fy= 60 As: Fy=40 Left> 15.3 k 0.6k -4.6k 10.7k 15.9k 11.4 k No Uplift None None 9988 HIBERT ST., #304 Left< 15.3 k 0.6k 4.6k 19.9k 15.9k 20.Sk Right> 15.2k 0.6k 4.6k 19.8k 15.8 k 20.4k Zone:!4 PANEL ___ _. ZIKCS= 0.187W Length: 24.50 ft Height: 26.00 ft Thick:!S.50 in RI at: 1.00 ft Rr at: 23.50 ft Openings: ,__W_id_th ___ H_ei.._Qlh_t ___ x ____ Y_......, 1: 17.65 ft 12.00 ft @ 3.5 ft @ 4.0 ft 2: 3: 4: 5: 6: 7: 8:. 9: Area 211.8 Clx 12.32 EXT=107 AxCLx 2609.4 ______________ __. _________ _ Dead Live Panel wt= 29.24 k @ 12.21 ft Cone= Unif= 1.27 k @ 12.25 ft 1.27 k Total= 30.51 k @ 12.22 ft 1.27 k Right< 15.2k 0.6k -4.6k · 10.6 k 15.8 k 11.3 k No Uplift None None PAGE_ @ 12.25 ft @ 12.25 ft 211.8 2609.4 SAN DIEGO, CA 92131 ©DEARDORFF & DEARDORFF TILT-UP PANEL REACTIONS INCLUDING OVERTURNING Job: I Farada~ -6012 Panel: 16 LOADS Lateral TNrd: Roof:' Second:. Panel= Cone: P1: P2: P3: P4: P5: P6: Unif: Roof: Third: Second: Lateral= OTM= REACTION Dead= Live= Lat= D+Lat= D+L= Total= As: Fy=60 As: Fy=40 5.9k 8.2k Dead 5.178 k Dead 0.052 kif 14.1 k 248fk Left> 24.5k 2.8k -11.0 k 13.5k 27.3k 16.2k No Uplift None None 9988 HIBERT ST., #304 y @ 2tl @ 13.0 ft Live 5.661 k Live 0.052 kif @ 17.6 ft Left< 24.5k 2.8k 11.0 k 35.5k 27.3k 38.3 k X @ 15.0 ft Right> 25.8k 4.2k 11.0 k 36.8k 29.9k 40.9k Zone:j4 PANEL Length: 24.50 ft Rlat: 1.00ft Openings: 1: 2: 3: 4: 5: 6: 7: &: 9: Panel wt= Cone= Unif= Total= Right< 25.8k 4.2k -11.0 k · 14.7 k 29.9k 18.9k No Uplift None None Width - Dead 43.79k 5.18 k 1.27k 50.25k ZIKCS= 0.187 W Height: 26.00 ft Rr at: 23.50 ft Heiqht X Live @ 12.25 ft @ 15.00 ft 5.66 k ~ 12.25 ft 1.27 k @ 12.53 ft 6.94k PAGE_ (619)-689-1771 EXT=107 Thiek:!5.50 in y Area Clx AxCLx @ 15.00 ft ~ 12.25 ft @ 14.49 ft SAN DIEGO, CA 92131 ©DEARDORFF & DEARDORFF TILT-UP PANEL REACTIONS INCLUDING OVERTURNING Job: I Faradal -6012 Panel: 17 LOADS Lateral Th"" Roof:' Second: Panel= Cone: P1: P2: P3: P4: PS: P6: Unif: Roof: Third: Second: Lateral= OTM= REACTION Dead= Live= Lat= D+Lat= D+L= Total= As: Fy=60 As: Fy=40 1.5 k .... 5.6k Dead Dead 0.052 kif 7.2k 117 fk Left> 15.7k 0.6k -5.2k 10.Sk 16.4 k 11.2 k No Uplift None None 9988 HIBERT ST., #304 y @~-··1 @ 14.4 ft Live Live 0.052 kif @ 16.3 ft Left< 15.7 k 0.6k 5.2k 20.9k 16.4 k 21.5 k X Right> 15.7k 0.6k 5.2k 20.9k 16.4 k 21.6k Zone:!4 PANEL Length: 24.50 ft RI at: 1.00 ft Openings: 1: 2: 3: 4: 5: 6: 7: 8: 9: Panel wt= Cone= Unif= Total= Right< 15.7k 0.6k -5.2k 10.6 k 16.4 k 11.2 k No Uplift None None Width 16.48 ft Dead 30.20 k 1.27k 31.47 k ZIKCS= 0.187 W Height: 26.00 ft Rr at: 23.50 ft Heioht X 12.00 ft @4.0ft Live @ 12.25 ft ~ 12.25 ft 1.27 k @ 12.25 ft 1.27 k PAGE_ (619)-689-1 n1 EXT=107 Thiek:!5.50 in y Area Clx AxCLx @4.0 ft 197.8 12.24 2420.4 197.8 2420.4 ~ 12.25 ft @ 12.25 ft SAN DIEGO, CA 92131 ©DEARDORFF & DEARDORFF TILT-UP PANEL REACTIONS INCLUDING OVERTURNING Job: I Faradal-6012 Panel: 18 LOADS Lateral Th!,d: Roof:' Second: Panel= Cone: P1: P2: P3: P4: P5: P6: Unif: Roof: Third: Second: Lateral= OTM= REACTION Dead= Live= Lat= D+Lat= D+L= Total= As: Fy=60 As: Fy=40 8.2k 9.8k Dead Dead 0.052 kif 18.0k 316 fk Left> 26.9k 0.8k -11.6 k 15.3k 27.7k 16.1 k No Uplift None None 9988 HIBERT ST., #304 y @~.Oft I @ 13.0 ft Live Live 0.052 kif @ 17.6 ft Left< 26.9k 0.8k 11.6 k 38.5k 27.7k 39.2k X Right> 26.9k 0.8k 11.6 k 38.5k 27.7k 39.2k Zone:!4 PANEL Length:,29.25 ft I Rlat: 1.00ft Openings: 1: 2: 3: 4: 5: 6: 7: &: 9: Panel wt= Cone= Unif= Total= Right< 26.9 k 0.8k -11.6k · 15.3k 27.7k 16.1 k No Uplift None None Width Dead 52.28 k 1.52k 53.81 k ZIKCS= 0.187 W Height: 26.00 ft Rr at: 28.25 ft Heiaht X Live @ 14.63 ft ~14.63ft 1.52 k @ 14.63 ft 1.52k PAGE __ (619)-689-1TT1 EXT=107 Thick:!5.50 in y Area CLx AxCLx ~ 14.63 ft @ 14.63 ft SAN DIEGO, CA 92131 ©DEARDORFF & DEARDORFF TILT-UP PANEL REACTIONS INCLUDING OVERTURNING Job: I Farada;t -6012 Panel: 19 LOADS Lateral y Roof:! 6.Sk @~.Oftl n;m, Second: Panel= 6.8k @ 12.8 ft Cone: Dead Live P1: P2: P3: P4: PS: P6: Unif: Dead Live Roof: 0.052 kif 0.052 kif Third: Second: Lateral= 13.3 k @ 16.3 ft OTM= 218 fk REACTION Left> Left< Dead= 17.6 k 17.6 k Live= 0.8 k 0.8k Lat= -8.0k 8.0k D+Lat= 9.5k 25.6k D+L= 18.3k 18.3k Total= 10.3k 26.3k No Uphft As: Fy = 60 None As: Fy = 40 None 9988 HIBERT ST., #304 X Right> 20.4k 0.8k 8.0k 28.4k 21.2k 29.2k Zone:j4 PANEL Length: 29.19 ft RI at: 1.00 ft Openings: 1: 2: 3: 4: 5: 6: 7: 8: 9: Panel wt= Cone= Unif= Total= Right< 20.4k 0.8k -8.0k · 12.4k 21.2k 13.2k No Uplift None None Width 10.00ft 3.00 ft Dead 36.46k 1.52 k 37.98 k ZIKCS= 0.187W Height: 23.00 ft Rr at: 28.19 ft Height X 12.00 ft @4.0ft 7.00 ft @ 18.0 ft Live @ 15.67 ft @ 14.59 ft 1.52 k @ 15.62 ft 1.52 k PAGE __ (619)-689-1771 EXT=107 Thiek:!5.50 in y Area CLx AxCLx @ 1.0 ft 120.0 9.00 1080.0 @ 1.0 ft 21.0 19.50 409.5 141.0 1489.5 @ 14.59 ft @ 14.59 ft SAN DIEGO, CA 92131 ©DEARDORFF & DEARDORFF TILT-UP PANEL REACTIONS INCLUDING OVERTURNING Job:IFaradaz:-6012 Panel: 20 LOADS Lateral y Roof:' 8.2k @ ~Oft I Thlnl: Second: Panel= 8.6k @ 11.5 ft Cone: Dead Live P1: P2: P3: P4: P5: P6: Unif: Dead Live Roof: 0.052 kif 0.052 kif Third: Second: Lateral= 16.8 k @ 15.6 ft OTM= 263fk REACTION Left> Left< Dead= 23.9k 23.9k Live= 0.8k 0.8k Lat= -9.7k 9.7k D+Lat= 14.2k 33.6k D+L= 24.6k 24.6k Total= 15.0k 34.3k No Uplift As: Fy = 60 None As: Fy = 40 None 9988 HIBERT ST., #304 X Right> 23.9k 0.8k 9.7k 33.6k 24.6k 34.3k Zone:I4 PANEL Length: 29.25 ft RI at: 1.00 ft Openings: 1: 2: 3: 4: 5: 6: 7: 8: 9: Panel wt= Cone= Unif= Total= ·Right< 23.9k 0.8k -9.7k 14.2k 24.6k 15.0 k No Uplift None None Width Dead 46.25 k 1.52 k 47.77 k ZIKCS= 0.187 W Height: 23.00 ft Rr at: 28.25 ft Height X Live @ 14.63 ft ~ 14.63 ft 1.52 k @ 14.63 ft 1.52k PAGE_ (619)-689-1771 EXT=107 Thick:!5.50 in y Area Clx AxCLx ~ 14.63 ft @ 14.63 ft SAN DIEGO, CA 92131 ©DEARDORFF & DEARDORFF (619)-689-1771 DRAG STRUT FORCE ANALYSIS -TILTUP CONSTRUCTION Job:IFaraday-Building 6015 Location:i.a.Laaain;.;;e..aEa..... ___________ _. EXT=155 Stiffness in walls= 12.33 Ltotal= 70.00 ft Vtotal= 0.51 kif Stiffness in piers= 0.00 Lwall= 60.00 ft Vwall= -0.59 kif Ratio of walls to piers is greater than 6 to 1 -No Special Ties Required. Loads distributed to walls ignores the affect of pier and column stiffness. Element V/ft Designation C/F re Thickness Heiaht Lenath Fdesign Fwall Fleft Fright Type* R w 508.2 plf 9-L C 3ksi 5.5in 12 ft 12.5 ft 7.7185 k -7.719 k -1.366 k w 2.68 D 508.2 plf 10 ft -1.366 k 3.7153 k w 508.2 plf 9-R C 3ksi 5.5 in 12 ft 12.5 ft 7.7185 k -7.719 k 3.7153 k 2.3489 k w 2.68 w 508.2 plf 10 C 3ksi 5.5in 20 ft 35 ft 20.135 k -20.13 k 2.3489 k w 6.98 35.572 k -35.57 k 12.33 * W = Wall, P = Wall Pier, C = Column 9988 HIBERT ST., #304 PAGE_ SAN DIEGO, CA 92131 ©DEARDORFF & DEARDORFF TILT-UP PANEL REACTIONS INCLUDING OVERTURNING Job: I Faraday Panel: 9 LOADS Lateral y Roof:' 15.4k @'ti Thlnt, Second: Panel= 8.8k @ 12.3 ft Cone: Dead Live P1: P2: P3: P4: PS: P6: Unif: Dead Live Roof: 0.052 kif 0.052 kif Third: Second: Lateral= 24.2k @ 16.9 ft OTM= 409fk REACTION Left> Left< Dead= 24.5k 24.5k Live= 0.9k 0.9k Lat= -12.4 k 12.4 k D+Lat= 12.1 k 36.9 k D+L= 25.4k 25.4k Total= 13.0k 37.8k No Uphft As: Fy = 60 None As: Fy = 40 None 9988 HIBERT ST., #304 X Right> 24.5k 0.9k 12.4k 36.9k 25.4k 37.8k Zone:I4 PANEL Length:I35.00 ft I RI at: 1.00 ft . Openings: 1: 2: 3: 4: 5: 6: 7: ~:. 9: Panel wt= Cone= Unif= Total= Right< 24.5k 0.9 k -12.4 k · 12.1 k 25.4k 13.0k No Uphft None None Width 10.00 ft Dead 47.09k 1.82k 48.91 k ZIKCS= 0.187W Height: 23.00 ft Rr at: 34.00 ft Height X 12.00 ft @ 12.5 ft Live @17.50ft ~ 17.50 ft 1.82k @ 17.50 ft 1.82 k PAGE_. (619)-689-1771 EXT=107 Thick:!5.50 in y Area Clx AxCLx @ 1.0 ft 120.0 17.50 2100.0 120.0 2100.0 ~ 17.50 ft @ 17.50 ft SAN DIEGO, CA 92131 ©DEARDORFF & DEARDORFF (619)-689-1771 TILT-UP PANEL REACTIONS INCLUDING OVERTURNING Job:I Faraday-6015 Panel: ..... 1_0 _____ ___. LOADS Lateral Y Roof:I 20.1 k @ 2=0.0 ft I Third: Second:._ ______ _. Panel= 10.3 k @ 11.5 ft Co~~; .-5,;;.,~.;.;~a6;;.;;;d,_k --5""'~!v_,.:.,..k--@,...,,.;,"""o"""ft-, P2: P3: P4: P5: P6:""'-,,,._-,----,-,----........ Unif: Dead Live Roof: 0.052 kif 0.052 kif Third: Second:""'------__. Lateral= 30.5 k @ 17.1 ft OTM= 522fk REACTION Left> Left< Dead= 33.7k 33.7k Live= 6.5k 6.5k Lat= -15.8 k 15.8 k D+Lat= 17.9k 49.5k D+L= 40.2k 40.2k Total= 24.4k 56.0 k No Uplift As: Fy = 60 None As: Fy = 40 None 9988 HIBERT ST., #304 Right> 29.3k 1.7 k 15.8k 45.1 k 31.0 k 46.8k Zone:l.._4 __ ......., PANEL Length: 35.00 ft RI at: 1.00 ft Openings: 1: 2: 3: 4: 5: 6: 7: 8: Width ZIKCS= 0.187 W Height: 23.00 ft Rr at: 34.00 ft Heiaht X Thick:!5.50 in Y Area EXT=107 Cuc AxCL>c 9:...._ _____________ ___. _________ _ Dead Panel wt= 55.34 k Cone= · 5.82 k Unif= 1.82 k Total= 62.98 k Right< 29.3k 1.7 k -15.8 k 13.5 k 31.0 k 15.2k No Uplift None None @ 17.50 ft @5.00 ft @ 17.50 ft @ 16.35 ft PAGE __ Live 6.36 k 1.82 k 8.18 k @5.00 ft @ 17.50 ft @7.78 ft SAN DIEGO, CA 92131 Roi/comp ter 2308 Buildin9 2308, Faraday Court L-~;J)tsbad PROJECT DESIGNER: Richard Marsch Architect 5411 Avenida Encinas, Ste 120 Carlsbad, CA 92008 (619) 438-4123 REPORT PREPARED BY: Michael Dell DELL CO. 1629 York Drive Vista, CA 92084 (619) 940-0064 Job Number: 091494rm Date: 9/15/1994 The COMPLY 24 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 Building Energy Efficiency Standards. This program developed by Gabel Dodd Associates (510) 428-0803. Table Of Contents for Title 24 Report Cover Page . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 Table of Contents . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 Form ENV-1 Envelope Certificate of Compliance ....................... 3 Form ENV-2 Envelope Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 Form ENV-3 Construction Assemblies 9 Form LTG-1 Lighting Certificate of Compliance ....................... 15 Form LTG·-2 Lighting Compliance Summary .............................. 17 Form MECH-1 Mechanical Certificate of Compliance .................... 18 Form MECH-2 Mechanical Summary ...................................... 23 Form MECH-3 Mechanical Equipment Summary ............................ 33 Form MECH-4 Mechanical Ventilation .................................. 34 HVAC Zone & Space Loads Summary ..................................... 35 HVAC Equipment Spec Sheets . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 55 CERTIFICATE OF COMPLIANCE (part 1 of 2) Project Name: RDI Computer 2308 Address: Building 2308, Faraday Court Carlsbad Envelope Designer: Richard Marsch Architect Documentation: DELL CO. GENERAL INFORMATION ENV-1 page 3 of 62 Date: 9/15/1994 Building Permit No Checked by/ Date COMPLY 24 User 1712 Date of Plans: ~ tj·~t Building Type: Nonresidential Building Conditioned Floor Area: 14133 sf Climate Zone: 7 Phase of Construction: 7 New Construction O Addition O Alteration Method of Envelope Compliance: Prescriptive -Overall Envelope STATEMENT OF COMPLIANCE This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Part 6, Chapter 1 and Title 20, Chapter 2, Subchapter 4, Article 1 of the California Code of Regula- tions. This certificate applies only to building envelope requirements. The Principal Envelope Designer hereby certifies that the proposed build- ing 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 envelope requirements contained in sections 110, 116 through 118, and 143 or 149 of Title 24, Part 6, Chapter 1. Please check one: ~ hereby affirm that I am eligible under the prov1s1ons of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a civil engineer or architect. O I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section 5537.2 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a licensed contractor preparing docu- ments for work that I have contracted to perform. O I affirm that I am eligible under the exemption to Division 3 of the Business and-Professions Code by Section ____ of the _______ Code to sign this document as the person responsible for its preparation; and for the following PRINCIPAL ENVELOPE DESIGNER Richard Marsch Architect (619) 438-4123 ENVELOPE MANDATORY MEASURES C-z4tr>g (Lie. #) Indicate location on plans of Note Block for Mandatory Measures: 1· 1?- (Date) A-S CERTIFICATE OF COMPLIANCE (part 2 of 2) Project Name: RDI Computer 2308 Documentation: DELL CO. OPAQUE SURFACES Assembly Name Const Type Location/Comments 6 11 Concrete Wall R-11 Mtl Wall/int R-19 Roof R-19 Roof/ T-bar Interior Ainvall Hollow Metal Door FENESTRATION Orient Panes ------------- Right (NE) 1 Right (NE) 1 Front (SE) 1 Front (SE) 1 Left (SW) 1 Back (NW) 1 Frame Type ----- Metal Metal Metal Metal Metal Metal None Metal Wood Wood None None Exterior Shade -----------------------None None None None None None OH N N N y y y ENV-1 page 4 of 62 :Date: 9/15/1994 I I :coMPLY 24 User 1712 Note to Field Glazing Type ----------------------- PPG Greylite 14 PPG Greylite 14 PPG Greylite 14 PPG Greylite 14 PPG Greylite 14 PPG Greylite 14 OVERALL ENVELOPE METHOD Part 1 of 4 Project Name: RDI Computer 2308 Documentation: DELL CO. WINDOW AREA TEST A. Display Perimeter B. Gross Exterior Wall Area C. Gross Exterior Wall Area D. Enter Larger of A or B E .. Enter Proposed Window Area 0.0 ft X 6 ft = 9639.0 sf X 0.40 = 9639.0 sf X 0.10 = If E is greater than Dor less than C, proceed to for window area adjustment. 1. If Eis greater than D: D. Maximum Standard Area N/A 2. If Eis less than c: C. Minimum Standard Area NIA SKYLIGHT AREA TEST If / / not, go to part 2 E. Proposed Area N/A E. Proposed Area N/A = = ENV-2 page 5 of 62 :Date: 9/15/1994 I I lCOMPLY 24 User 1712 0.0 sf Display Area 3855.6 sf 40% Area 963.9 sf Min Std Area 3855.6 sf Max Std Area 1120.0 sf Proposed Area the next calculation of 4. Window Adjustment Factor N/A Window Adjustment Factor N/A Atrium Height 0.0 ft If Height< 55 ft If Height>= 55 ft Standard= 5% ----------+----------Standard= 10% I I V A. Gross Exterior Roof Area 14133.0 sf X 0.05 = 706.7 sf Standard Area 8. Enter Proposed Skylight Area 0.0 sf Proposed Area If the Proposed Skylight Area is greater than the Standard Skylight Area, proceed to the next calculation for the skylight area adjustment. If not got to part 2 of 4. 1. If Proposed Skylight Area> Standard Skylight Area: Standard Skylight Area N/A / Proposed Skylight Area N/A = Skylight Adjustment Factor N/A OVERALL ENVELOPE METHOD Part 2 of 4 ENV-2 page 6 of 62 --------------------------------------------------------------------------- Project Name: RDI Computer 2308 Documentation: DELL co. :Date: 9/15/1994 I I :coMPLY 24 User 1712 --------------------------------------------------------------------------- OVERALL HEAT LOSS PROPOSED Adj. STANDARD Assembly Name Area HC U-Val UxA Area U-Val UxA ----------------------------- 6 11 Concrete Wall 6" Concrete Wall R-19 Roof/ T-bar PPG Greylite 14 PPG Greylite 14 PPG Greylite 14 6" Concrete Wall 6 11 Concrete Wall R-19 Roof/ T-bar 6" Concrete Wall R-19 Roof/ T-bar PPG Greylite 14 6" Concrete Wall. R.;!'j,-9'--"'RQO..ii;:. T-bar PPG Greylite 14 6" Concrete Wall 6" Concrete Wall 6" Concrete Wall R-19 Roof/ T-bar PPG Greylite 14 PPG Greylite 14 6" Concrete Wall 6" Concrete Wall R-19 Roof/ T-bar PPG Greylite 14 PPG Greylite 14 6" Concrete Wall 6" Concrete Wall R-19 Roof/ T-bar PPG Greylite 14 PPG Greylite 14 R-11 Mtl Wall/int 6" Concrete Wall 6" Concrete Wall R-11 Mtl Wall/int 353.0 15.4 179.0 15.4 1400.0 1.4 70.0 N/A 70.0 N/A 21.0 NIA 189.0 15.4 72.0 15.4 2074.0 1.4 212.0 15.4 502.0 1.4 175.0 N/A 64 ... 0 . 1S .A 420.0 1.4 224.0 NIA 80.0 15.4 468.0 15.4 8.0 15.4 1447.0 1.4 28.0 N/A 28.0 NIA 80.0 15.4 48.0 15.4 648.0 1.4 280.0 N/A 168.0 N/A 8.0 15.4 98.0 15.4 1140.0 1.4 28.0 NIA 28.0 N/A 2701.0 1.4 150.0 15.4 1057.0 15.4 484.0 1.4 ---------------------------- 0.752 0.752 0.044 1.190 1.190 1.250 0.752 0.752 0.044 0.752 0.044 1.190 265.4 134.6 61.0 83.3 83.3 26.3 142.1 54.1 90.3 159.4 21.9 208.3 · ,48 .:1 18.3 266.6 60.2 351.9 6.0 63.0 33.3 33.3 60.2 36.1 28.2 333.2 199.9 6.0 73.7 49.7 33.3 33.3 441.4 112.8 794.7 353.0 179.0 1400.0 70.0 70.0 21.0 189.0 72.0 2074.0 212.0 502.0 175.0 64 .• 0 420.0 224.0 80.0 468.0 8.0 1447.0 28.0 28.0 80.0 48.0 648.0 280.0 168.0 8.0 98.0 1140.0 28.0 28.0 2701.0 150.0 1057.0 484.0 243.6 123.5 109.2 86.1 86.1 25.8 130.4 49.7 161.8 146.3 39.2 215.3 44.2 32.8 275.5 55.2 322.9 5.5 112.9 34.4 34.4 55.2 33.1 50.5 344.4 206.6 5.5 67.6 88.9 34.4 34.4 510.5 103.5 729.3 ':ill • .'::> r , · ::::R-lSI 1-<oot . .. 4516 .. O .. -1 .9 144.0 15.4 171.0 1.4 123.0 15.4 304.0 1.4 975.0 1.4 771.0 15.4 · :0,:7'52 0.044 1.190 0.752 0.752 0.752 0.044 1.190 1.190 0.752 0.752 0.044 1.190 1.190 0.752 0.752 0.044 1.190 1.190 0 .163 0.752 0.752 0 .163 0.056 0.752 0.163 0.752 0.044 0.163 0.752 0.056 79.1 2ss :o· 108.3 27.9 92.5 13.2 4516.0 144.0 171.0 123.0 304.0 975.0 771.0 0.690 0.690 0.078 1.230 1.230 1.230 0.690 0.690 0.078 0.690 0.078 1.230 .0 .... ,69,0 0.078 1.230 0.690 0.690 0.690 0.078 1.230 1.230 0.690 0.690 0.078 1.230 1.230 0.690 0.690 0.078 1.230 1.230 0 .189 0.690 0.690 O .,l~",I 0.078 0.690 0 .189 0.690 0.078 0 .189 0.690 0.078 352.2 99.4 32.3 84.9 23.7 6" Concrete Wall R-11 Mtl Wall/int 6" Concrete Wall R-19 Roof/ T-bar R-11 Mtl Wall/int 6" Concrete Wall R-19 Roof 1682.0 1.9 ** OVERALL HEAT LOSS COMPLIES 159.3 579.7 95.0 Total 5823.1 1682.0 184.3 532.0 131.2 Total 6130.3 PROPOSED UA <= STANDARD UA ** ; OVERALL ENVELOPE METHOD Part 3 of 4 Project Name: RDI Computer 2308 Documentation: DELL CO. OVERALL HEAT GAIN PROPOSED Glazing WF Area SC -------------------------- South 1.3-1 70 .-0 ,0,~·65 H ~---·Nortb 0.34 70.0 0.65 North 0.34 21.0 0.65 South 1.31 175.0 0.65 4.0 South 1.31 224.0 0.65 4.0 South 1.31 28.0 0.65 4.0 West 1.34 28.0 0.65 4.0 South 1.31 280.0 0.65 4.0 West 1.34 168.0 0.65 4.0 South 1.31 28.0 0.65 4.0 West 1.34 28.0 0.65 4.0 ** OVERALL HEAT GAIN COMPLIES V OHF Total ------ &9.·6 15.5 4.6 8.0 0.56 82.7 8.0 0.56 105.9 8.0 0.56 13.2 8.0 0.63 15.3 8.0 0.56 132.3 8.0 0.63 91.8 8.0 0.56 13.2 8.0 0.63 15.3 ------ Total 549.5 ENV-2 page 7 of 62 :Date: 9/15/1994 I I :coMPLY 24 user 1712 STANDARD Area RSHG Total ----------------- 70.0 ·O .71 -6•5•:"1: C 70. 0 ,0 . ....94 .. · ··--22. 4 21.0 0.94 6.7 175.0 0.71 162.8 224.0 0.71 208.3 28.0 0.71 26.0 28.0 0.71 26.6 280.0 0.71 260.4 168.0 0.71 159.8 28.0 0.71 26.0 28.0 0.71 26.6 ______ .. _ Total 1014.7 PROPOSED HG<= STANDARD HG** OVERALL ENVELOPE METHOD Part 4 of 4 Project Name: RDI Computer 2308 Documentation: DELL CO. Window Area Adjustment Calculations -6:r4SS--Door Wall Name ----· -··----,=6 i r Area ····---A:i::..ea ----------------------------------- Front E 423.0 Right N 270.0 Front E 189.0 Left s 72.0 Front E 387.0 Left s 288.0 Front E 108.0 Left s 468.0 Rear w 36.0 Left s 360.0 Rear w 216.0 Left s 36.0 Rear w 126.0 Front N 2701.0 Rear w 171.0 21.0 Right N 1078.0 21.0 Right N 484.0 Left s 144.0 Rear N 171.0 Fight N 144.0 2·1 .·o ~=-·r~r.(l nt. N 975.0 Right N 792.0 21.0 ----------- TOTALS 9639.0 84.0 Skylight Area Adjustment Calculations Gross Roof Name Dir Area ---------------------------- BUR H 1400.0 BUR H 2074.0 BUR H 502.0 BUR H 420.0 BUR H 1447.0 BUR H 648.0 BUR H 11-40.0 BUR H 4516.0 BUR H 304.0 BUR H 1682.0 ----- TOTALS 14133.0 Window · Area ------ 70.0 91.0 0.0 0.0 175.0 224.0 28.0 0.0 28.0 280.0 168.0 28.0 28.0 0.0 0.0 0.0 0.0 0.0 0.0 ,0.0 0.0 0.0 ------ 1120.0 Skylt Area ------ 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ------ 0.0 ENV-2 page 8 of 62 :Date: 9/15/1994 I I :coMPLY 24 user 1712 Adjusted Adjust "'WiTrdot-J ---wa·Ll: Factor Area Area ------------------ 1.0000 70.0 353.0 1.0000 91 . .0 179.0 1.0000 0.0 189.0 1.0000 0.0 72.0 1.0000 175.0 212.0 1.0000 224.0 64.0 1.0000 28.0 80.0 1.0000 0.0 468.0 1.0000 28.0 8.0 1.0000 280.0 80.0 1.0000 168.0 48.0 1.0000 28.0 8.0 1.0000 28.0 98.0 1.0000 0.0 2701.0 1.0000 0.0 150.0 1.0000 0.0 1057.0 1.0000 0.0 484.0 1.0000 0.0 144.0 1.0000 0.0 171.0 1-.-0,000 ------G-.-0 123.0 1 . 0000 ·-----~ ... o.....o..--9'7·5 . O 1.0000 0.0 771.0 ------------ 1120.0 8435.0 Adjusted Adjust Skylt Roof Factor Area Area ------------------ 0.0000 0.0 1400.0 0.0000 0.0 2074.0 0.0000 0.0 502.0 0.0000 0.0 420.0 0.0000 0.0 1447.0 0.0000 0.0 648.0 0.0000 0.0 1140.0 0.0000 0.0 4516.0 0.0000 0.0 304.0 0.0000 0.0 1682.0 ------------ 0.0 14133.0 ··-............. PROPOSED CONSTRUCTION ASSEMBLY ENV-3 page 9 of 62 -----~-~~---.---. .. -"""""Mt-________ ~------------------------------ Pr--0ject Name: RDI Computer 2308 Documentation: DELL CO. COMPONENT DESCRIPTION Sketch of Construction Assembly ASSEMBLY U-VALUE Construction Components Outside Air Film 1. Concrete, 140 lb, 2. 3. 4. 5. ,-· ·'O·;; ·---7 .. 8. 9. Inside Air Film ADJUSTMENT FOR FRAMING Not Dried Assembly Assembly Assembly Framing Framing Framing Name: 6" l D-ate.::. 9/1-5./1994 I I lCOMPLY 24 User 1712 Concrete Wall Type: ~Jal! Tilt: 90 deg (Vertical) Material: None Spacing: II o.c. Percent: 0.0 ~ 0 Absorptivity: 0.70 Roughness: Concrete, Asph. Shingles Fr Th (in) 6.000 Unadjusted R-Values R-Value Cavity Frame 0.17 0.48 0.68 1.33 0 .17 0.48 0.68 1.33 (1 / 1.33) X (1.00) + (1 / 1.33) X (0.00) :::: 0.752 Weight: Heat Capacity: 70.0 lb/sqft 15.40 TOTAL U-VALUE = 0.752 ===== TOTAL R-VALUE = 1.33 ===== PROPOSED CONSTRUCTION ASSEMBLY Project Name: ROI Computer 2308 Documentation: DELL CO. COMPONENT DESCRIPTION I I I I I I I I I I I I . I I I I I I I I I I -~--------- Sketch of Construction Assembly ASSEMBLY U-VALUE Construction Components Outside Air Film 1. Gypsum or Plaster Board 2. Insulation, Mineral Fiber, R-11 3. Gypsum or Plaster Board 4. 5. 6. 7. 8. 9. Inside Air Film ENV-3 page 10 of 62 :oate: 9/15/1994 I I lCOMPLY 24 User 1712 Assembly Name: R-11 Mtl Wall/int Assembly Type: Wall Assembly Tilt: 90 deg (Vertical) Framing Material: Metal Framing Percent: 15.0 % Absorptivity: 0.70 Roughness: Stucco, Wood Shingles Th (in) R-Value Fr Cavity Frame 0.625 * 3.500 0.625 Unadjusted R-Values 0 .17 0.56 11.00 0.56 0.68 12.98 TOTAL U-VALUE = TOTAL R-VALUE = 0 .17 0.56 11.00 0.56 0.68 0.00 0.163 ---------- 6 .12 ---------- Weight: Heat Capacity: 5.4 lb/sqft 1.38 PROPOSED CONSTRUCTION ASSEMBLY ----------------------·-·----... ~----------------------------------------------- Project Name: RDI.Computer 2308 Documentation: DELL CO. COMPONENT DESCRIPTION Assembly Assembly Assembly Framing Framing ~· • •' ! Name: R-19 Type: Roof Tilt: 22 :oate: 9/15/1994 I I :coMPLY 24 User 1l12 Roof deg (Tilted Up) Material: Wood Spacing: II 0 .c. Framing Percent: 10.0 % Absorptivity: 0.70 Sketch of Construction Assembly Roughness: Concrete, Asph. Shingles ASSEMBLY U-VALUE Construction Components Outside Air Film 1. Roofing, Built-Up --~ ;c-•· •• .,..,;_.;_ _ _;...,,...,...-. 2. Plywood 3. Insulation, Mineral Fiber, R-19 4. 5. 6. 7. 8. 9. Inside Air Film Fr Th (in) 0.375 0.500 * 6.000 R-Value Cavity Frame 0.17 0.33 0.62 19.00 0 .17 0.33 0.62 5.94 Unadjusted R-Values 0.61 20.73 0.61 7.67 ADJUSTMENT FOR FRAMING (1 /20.73) X (0.90) + (1 / 7.67) X (0.10) Weight: Heat Capacity: 5.6 lb/sqft 1.90 0.056 TOTAL U-VALUE = 0.056 ===== TOTAL R-VALUE = 17.71 ===== PROPOSED CONSTRUCTION ASSEMBLY Project Name: RDI Computer 2308 Documentation: DELL CO. COMPONENT DESCRIPTION l I "-+(. __ ..,___ I I I I I I I I I I I I I I Sketch of Construction Assembly ASSEMBLY U-VALUE Construction Components Outside Air Film 1. Roofing, Built-Up 2. Plywood 3. Air Space 4. Insulation, Mineral Fiber, R-19 5. Acoustical Tile, Interior Finish 6. 7. 8. 9. Inside Air Film ENV-3 page 12 of 62 :Date: 9/15/1994 I I :coMPLY 24 User 1712 Assembly Name: R-19 Roof/ T-bar Assembly Type: Roof Framing Material.,: .. ..Wood Framing Spacing: II O .c • Framing Percent: 10.0 % Absorptivity: 0.70 Roughness: Concrete, Asph. Shingles Fr Th (in) 0.375 0.500 12.000 6.000 0.500 R-Value Cavity Frame 0 .17 0.33 0.62 0.80 19.00 1.43 0 .17 0.33 0.62 0.80 19.00 1.43 0.61 Unadjusted R-Values 0.61 22.96 ___ -ADJUSTMENT FOR FRAMING -(1 /22.96) X (0.90) + (1 /22.96) X (0.10) Weight: Heat Capacity: 4.5 lb/sqft 1.43 = 0.044 TOTAL U-VALUE = 0.044 ===== TOTAL R-VALUE = 22.96 ===== PROPOSED CONSTRUCTION ASSEMBLY Project Name: RDI Computer 2308 Documentation: DELL CO. COMPONENT DESCRIPTION Sketch of Construction Assembly ASSEMBLY U-VALUE Construction Components Outside Air Film 1 . 2. 3. 4. 5. 6. 7. 8. 9. Inside Air Film ADJUSTMENT FOR FRAMING Assembly Assembly Assembly Framing Framing Framing ENV-3 page 13 of 62 :Date: 9/15/1994 I I :coMPLY 24 User 1712 Name: Interior Airwall Type: Wall Tilt: 90 deg (Vertical) Material: None Spacing: II o.c. Percent: 0.0 ~ 0 Absorptivity: o.oo Roughness: Stucco, Wood Shingles Fr Unadjusted R-Values Th (in) R-Value Cavity Frame 0 .17 0 .17 0.68 0.68 0.85 0.85 (1 / 0.85) X (1.00) + (1 / 0.85) X (0.00) = 1.176 Weight: Heat Capacity: 0.0 lb/sqft 0.00 TOTAL U-VALUE = 1.176 TOTAL R-VALUE = 0.85 PROPOSED CONSTRUCTION ASSEMBLY ENV-3 page 14 of 62 ---------------------------------------------------------------------------Project Name: RDI Computer 2308 Documentation: DELL co. COMPONENT DESCRIPTION __ .. _____ .., ____ ~ _ _;.._._.._,,.. ___ v:i:,e,-"" -~--...,__.,.,.. __ _ Sketch of Construction Assembly ASSEMBLY U-VALUE Construction Components Outside Air Film 1. Steel 2. Air Space 3. Steel 4. 5. 6. 7. 8. 9. Inside Air Film Assembly Assembly Assembly Framing Framing Framing :Date: 9/15/1994 I I :coMPLY 24 User 1712 Name: Hollow Metal Door Type: Door Tilt: 90 deg (Vertical) Material: None Spacing: II 0 .c. Percent: 0.0 % Absorptivity: 0.70 Roughness: Smooth Plaster, Metal Fr Th (in) 0.001 1.750 0.001 R-Value Cavity Frame 0 .17 0.00 0.87 0.00 0.68 0 .17 0.00 0.87 0.00 0.68 ----L-~ >~n--------------------------------------------------------------Unadjusted R-Values 1.72 ADJUSTMENT FOR FRAMING ( 1 / 1 . 72 ) X ( 1 . 00 ) + ( 1 / 1 . 72 ) X ( 0 . 00 ) Weight: Heat Capacity: 0.1 lb/sqft 0.01 ::::: 0.581 TOTAL U-VALUE::::: TOTAL R-VALUE = 0.581 ===== 1.72 ===== CERTIFICATE OF COMPLIANCE (part 1 of 2) Project Name: RDI Computer 2308 LTG-1 page 15 of 62 Date: 9/15/1994 Address: Building 2308, Faraday Court Carlsbad Lighting Building Permit No Designer: Progressive Electrical Documentation: DELL CO. Checked by/ Date COMPLY 24 User 1712 GENERAL LNFORMATION Date of Plans:______ Building Conditioned Floor Area: 14133 sf Building Type: Nonresidential Climate Zone: 7 Phase of Construction: ~New Construction Method of Lighting Compliance: Prescriptive o Addition O Alteration STATEMENT OF COMPLIANCE This Certificate of Comp-li-::fr'lce--li-s-ts ... ~t.he building features and performance specifications needed to comply with Title 24, Part 6, Chapter 1 and Title 20, Chapter 2, Subchapter 4, Article 1 of the California Code of Regula- tions. This certificate applies only to building lighting requirements. The Principal Lighting Designer hereby certifies that the proposed build- ing 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 lighting requirements contained in sections 110, 119, 130 through 132 and 146 or 149. Please check one: O 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 a civil engineer electrical engineer or architect. 0 I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section 5537.2 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a licensed contractor preparing docu- ments for work that I have contracted to perform. 0 I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section ____ of the its _____ Code to sign this document as the person responsible for prepa.rationt ... ·ar-td-.f-or-:.:t.l:'te -following reason=------.•---,--------- PRINCIPAL LIGHTING DESIGNER Progressive Electrical (619) 741-1593 LIGHTING MANDATORY MEASURES @d/d~~~ ( Signature Indicate location on plans of Note Block for Mandatory Measures: CERTIFICATE OF COMPLIANCE (part 2 of 2) Project Name: RDI Computer 2308 Documentation: DELL CO. INSTALLED LIGHTING SCHEDULE No of Name Lamp Type Lamps ----------------------- Fluorescent 3 Fluorescent 3 Fluorescent 2 Incandescent 1 MANDATORY AUTOMATIC CONTROLS Control Watts/ Ballast Lamp Type ----------------29 Standard 29 Standard 58 Standard 75 n/a LTG-1 page 16 of 62 lDate: 9/15/1994 I I :coMPLY 24 User 1712 Ballasts/ No of Note to Luminaire Fixt. Field --------------------- 1.5 94 2.0 8 1.0 62 n/a 2 Cor:,t;-,:,1 'Location --I-D Control Typ~ Space Controlled Note to Field ·--.....i.,.----------------------------------- CONTROLS FOR CREDIT Control Control Location ID Control Type Space Controlled Note to Field LIGHTING COMPLIANCE SUMMARY Project Name: RDI Computer 2308 Documentation: DELL CO. ACTUAL LIGHTING POWER Name Description 48" T-12 Low Watt 48" T-12 Low Watt 96" Slimline 75 w Surface Mount /3 Lamp (Tandem) -· /3 -Lamp,-(-N-0.t.-T-ndm ) /2 Lamp Incandescent No of Lurnin ----- 94 8 -.62 2 LTG-2 page 17 of 62 :Date: 9/15/1994 I I :coMPLY 24 User 1712 Watts Total per Default Watts ----------------- 108.0 10152.0 115.0 920.0 158.0 9796.0 75.0 150.0 ----- Sub Total 21018 Less Control Credits (LTG-3) O Total Proposed Watts 21018 * If not CEC Default value, please provide supporting documentation. ALLOWED LIGHTING POWER BY SPACE Allowed Floor LPD Total Tailored Space Name Occupancy Area ( vJ/sf) (watts) (watts) ---------------------------------------------------------------------- Zone 1 Comp Bldg Office 1400 1.500 2100 0 Zone 2 Comp Bldg Office 2074 1.500 3111 0 Zone 3 Comp Bldg Office 502 1.500 753 0 Zone 4 Comp Bldg Office 420 1.500 630 0 Zone 5 Comp Bldg Office 1447 1.500 2171 0 Zone 6 Comp Bldg Office 648 1.500 972 0 Zone 7 Comp Bldg Office 1140 1.500 1710 0 Zone 8 Comp Bldg Office 4516 1.500 6774 0 Zone 9 Comp Bldg Office 304 1.500 456 0 Zone 10 Comp Bldg Office 1682 1.500 2523 0 ------------------------- TOTALS 14133 1.500 21200 0 * 1Nc,te: Tai:l:o·red·--Ai"i"Otment requires supporting documentation on form L TG-4. -·· -~--CERTIFICATE OF COMPLIANCE ( part 1 of 3) MECH~1 page 18 of 62 ---------------------------------------------------------------------------Project Name: RDI Computer 2308 :Date: 9/15/1994 Address: Building 2308, Faraday Court I · ----------Carlsbad Mechanical Designer: West Air Mechanical Documentation: DELL co. GENERAL INFORMATION Date of Plans: Building Type: Nonresidential : suildi ng Permit No I , _________ _ :checked by I Date I I lCOMPLY 24 User 1712 Building Conditioned Floor Area: 14133 sf Climate Zone: 7 Phase of Construction: /JNew Construction o Addition o Alteration Method of Mechanical Compliance: Prescriptive Proof of Envelope Compliance: O Previous Permit ~ompliance Attached STATEMENT OF COMPLIANCE This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Part 6, Chapter 1 and Title 20, Chapter 2, Subchapter 4, Article 1 of the California Code of Regula- tions. This certificate applies only to building mechanical requirements. The Principal Mechanical Des:i:-~·;rr,e·r:·..,~h~...x-..eby certifies that the proposed build- ing 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 sections 110 through 115, 120 through 124, 140 through 142,144 and 145. Please check one: O 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 a civil engineer mechanical engineer or architect. O I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section 5537.2 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a licensed contractor preparing docu- ments for work that I have contracted to perform. 0 I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section ____ of the ______ Code to sign this document as the person responsible for its preparation; and for the following reason: ______________ _ PRINCIPAL MECHANICAL DESIGNER West Air Mechanical Ck.,;{ ~ q.1q,94: (619) 630-6411 (Signature) (Lie. #) (Date) --ME-CHAN I G-~l---Mi¢i~.D-A TORY MEASURES Indicate-location qn plans of Note Block for Mandatory Measures: CERTIFICATE OF COMPLIANCE (part 2 of 3) Project Name: RDI Computer 2308 Documentation: DELL CO. SYSTEM FEATURES Zone Name Zone 1 Time Control S ----Setback Control None # of Isolation Zonesn/a HP Thermostat Yes Electric Heat 0.0 KW Fan Control Constant Volume VAV Min Position n/a Simul. Heat/Cool n/a Heat Supply Reset Constant Temp Cool Supply Reset Constant Temp Ventilation C . 0~; D 6lf11P-6 r . CvR-t n:, l ·· I . -• T ·-----·-rr-onornizer ype Outdoor Air CFM Heat Equip Type Make & Model No. Cool Equip Type Make and Model &:,· . ,. ___ _ No Economizer 210 Heat Pump CARRIER 50LJQ00562 DX Zone Name Zone 3 Time Control ---::;$ ___ _ Setback Control None # of Isolation Zonesn/a HP Thermostat Yes Electric Heat 0.0 KW Fan Control Constant Volume VAV Min Position n/a Simul. Heat/Cool n/a Heat Supply Reset Constant Temp Cool Supply Reset Constant Temp Ventilation C OA Damper Control G-- Economizer Type No Economizer Outdoor Air CFM 75 Heat Equip Type Heat Pump Make & Model No. CARRIER SOHS-024---301- Cool ·Equi-p --TY-PS DX Make and Model Code Tables MECH-1 page 19 of 62 :Date: 9/15/1994 I I :coMPLY 24 User 1712 Zone 2 z None n/a Yes 0.0 KW Constant Volume n/a n/a Constant Temp Constant Temp C G- No Economizer 311 Heat Pump CARRIER 50LJQ006-6 DX Zone 4 $ None n/a Yes 0.0 KW Constant Volume n/a n/a Constant Temp Constant Temp C' No Economizer 63 Note to Field I ·1 t I Heat Pump , f'A'.\R.f.i:IER "501--IS·-024--301-··~t DX Time Control s:Prog switch o:Occ Sensor M:Man Timer Ventilation B:Air Balance C:OA Cert. M:OA Measure o:oemand Cont N:Natural OA Damper A:Auto G:Gravity CERTIFICATE OF COMPLIANCE (part 2 of 3) Project Name: RDI Computer 2308 Documentation: DELL CO. SYSTEM FEATURES Zone Name Zone 5 Time Control __,7 __ _ Setback Control None # of Isolation Zonesn/a HP Thermostat Yes Electric Heat o.o KW Fan Control Constant Volume VAV Min Position __ , ::'n/a: --·--------- Simul. Heat/Cool n/a Heat Supply Reset Constant Temp Cool Supply Reset Constant Temp Ventilation C OA Damper Control Q:: Economizer Type No Economizer Outdoor Air CFM 217 Heat Equip Type Heat Pump Make & Model No. CARRIER 50LJQ006-6 Cool Equip Type DX Make and Model Zone Name Time Control Zone 7 5 Setback Control None # of Isolation Zonesn/a HP Thermostat Electric Heat Fan Control VAV Min Position Simul. Heat/Cool Heat Supply Reset f:,,n l SHOP ty Raset Ventilation OA Damper Control Economizer Type Outdoor Air CFM Heat Equip Type Make & Model No. Cool Equip Type Make and Model Code Tables Yes 0.0 KW Constant Volume n/a n/a Constant Temp ·-CO'ASt-a-nt Temp C No Economizer 171 Heat Pump CARRIER 50LJQ00462 DX MECH-1 page 20 of 62 :Date: 9/15/1994 I I lCOMPLY 24 User 1712 Zone 6 .G None n/a Yes 0.0 KW Constant Volume n/a n/.a Constant Temp Constant Temp e No Economizer 97 Heat Pump CARRIER 50LJQ00462 DX Zone 8 s None n/a Yes 0.0 KW Constant Volume n/a n/a Constant Temp Constant Temp ---ff_, No Economizer 677 Heat Pump CARRIER 50LJQ012-5 DX Note to Field Time Control s:Prog Switch o:occ Sensor M:Man Timer Ventilation B:Air Balance c:oA Cert. M:OA Measure D:Demand Cont N:Natural OA Damper A:Auto G:Gravity CERTIFICATE OF COMPLIANCE (part 2 of 3) Project Name: RDI Computer 2308 Documentation: DELL co. SYSTEM FEATURES Zone Name Zone 9 '? None Time Control Setback Control # of Isolation HP Thermostat Electric Heat Zonesn/a Yes 5.0 KW Fan Control VAV Min Position Simul. Heat/Cool Heat Supply Reset Cool Supply Reset Ventilation OA Damper Control Economizer Type Outdoor Air CFM Heat Equip Type Make & Model No. Cool Equip Type Make and Model Code Tables Constant Volume n/a n/a Constant Constant C G- Temp Temp No Economizer 46 Heat Pump CARRIER 38YC01831* DX MECH-1 page 21 of 62 lDate: 9/15/1994 I 1 lCOMPLY 24 User 1712 Zone 10 5 -None n/a Yes 0.0 KW Constant Volume n/a n/a Constant Temp Constant Temp C No Economizer 252 Heat Pump CARRIER 50LJQ006-6 DX Note to Field Time Control S:Prog Switch o:occ Sensor M:Man Timer Ventilation B:Air Balance C:OA Cert. M:OA Measure D:Demand Cont N:Na.·tu,al---., OA Damper A:Auto G:Gravity ( CERTIFICATE OF COMPLIANCE-(part 3 of 3) Project Name: ROI Computer 2308 Documentation: DELL CO. DUCT INSULATION System Name Type Duct Location CARRIER 50LJQ00562 Heating Ducts in Attic Cooling Ducts in Attic CARRIER 50LJQ006-6 Heating Ducts in Attic Cooling Ducts in Attic CARRIER 50HS-024---301-Heating Ducts in Attic Cooling Ducts in Attic CARRIER SOHS-024---301-Heating Ducts in Attic Cooling Ducts in Attic CARRIER 50LJQ006-6 Heating Ducts in Attic Cooling Ducts in Attic CARRIER 50LJQ00462 Heating Ducts in Attic Cooling Ducts in Attic CARRIER 50LJQ00462 Heating Ducts in Attic ·C0-0-li.n9 we-ts-i,, -Atti--c ·· CARRIER 50LJQ012-5 Heatin~ -Ducts in Attic Cooling Ducts in Attic CARRIER 38YC01831* Heating Ducts in Attic Cooling Ducts in Attic CARRIER 50LJQ006-6 Heating Ducts in Attic Cooling Ducts in Attic PIPE INSULATION System Name Pipe Type Domestic Hot Water CARRIER 38YC01831* Insul Required --------/(y) I N lj I N NOTES TO FIELD -For Building Department Use Only MECH-1 page 22 of 62 :Date: 9/15/1994 I I :coMPLY 24 user 1712 Duct Tape Insul Note to Allowed R-Val Field y N y N y N y N y N y N y N y N y / N y / N y / N y / N y / N ---Y-·/ N y I N y / N y / N y / N y / N y / N 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.2 Note to Field MECHANICAL SIZING AND FAN POWER Project Name: RDI Computer 2308 Documentation: DELL CO. SIZING AND EQUIPMENT SELECTION HVAC Zone Name: Heating System Name: Cooling System.Name: System Multiplier: Peak Load Method: Relative Humidity: 1. DESIGN CONDITIONS FOR Carlsbad 2. SIZING SPACES SERVED BY SYSTEM PEAK Zone 1 (Jan 12am) TOTAL SPACE LOAD Duct Gains & Losses: Ventilation: ( 210 CFM) Return Air Lighting Gain TOTAL SYSTEM LOAD 3. SELECTION A. Safety/Warmup Factor B. Maximum Adjusted Load C. Installed Equipment Capacity Btu/hr ------- 23887 ------- 23887 2389 7246 ------- 33522 1.43 47936 38528 MECH-2 page 23 of 62 :oate: 9/15/1994 I I :coMPLY 24 User 1712 Zone 1 CARRIER SOLJQ005~2 HEATING 38 F PEAK ( Jul 7pm) 1 COINCIDENT 50 % COOLING SENSIBLE LATENT 83 F 67 F Btu/hr Btu/hr -------------- 15212 784 -------------- 15212 784 1521 0 268 0 -------------- 16733 1052 1.21 20247 34274 16846 If Line 3-C > Line 3-B~ Explain: ___________________ _ FAN POWER CONSUMPTION No. Efficiency Peak---Conv -P.ea-k--Supply Fan Description Sys BHP Motor Drive HP Fact Watts CFM ------------------------------- Supply Fan 1 X 0.75 I [O. 72 X 1.00] = 1.04 X 746 = 777 1600 ---------------- Totals 1.04 777 1600 FAN POWER DEMAND 777 watts/ 1600 cfm = 0.486 watts/cfm MECHANICAL SIZING AND FAN POWER MECH-2 page 24 of 62 ---------------------------------------------------------------------------Project Name: RDI Computer 2308 Documentation: DELL CO. SIZING AND EQUIPMENT SELECTION HVAC Zone Name: Heating System Name: Cooling System Name: System Multiplier: Peak Load Method: Relative Humidity: 1. DESIGN CONDITIONS FOR Carlsbad 2. SIZING SPACES SERVED BY SYSTEM Zone 2 PEAK (Jan 12am) TOTAL SPACE LOAD Duct Gains & Losses: Ventilation: ( 311 CFM) Return Air Lighting Gain TOTAL SYSTEM LOAD 3. SELECTION A. Safety/Warmup Factor 8. Maximum Adjusted Load c. Installed Equipment Capacity Btu/hr 10287 10287 1029 10734 22050 1.43 31532 49594 :Date: 9/15/1994 I I lCOMPLY 24 User 1712 Zone 2 CARRIER 50LJQ006-6 HEATING 38 F PEAK ( Jul 8pm) 1 COINCIDENT 50 % COOLING SENSIBLE LATENT 83 F B,tu_.,,i,h'~--------- 15591 -------- 15591 1559 -335 0 -------- 16815 1.21 20346 42398 67 F Btu/hr ------ 1161 ------ 1161 397 ------ 1558 20997 If Line 3-C > Line 3-8, Explain: 1efTS ~r,:,,_ //.F"'T/,t t,.. Ao,A-) FAN POWER CONSUMPTION No. Efficiency Peak Conv Peak Supply Fan Description Sys BHP Motor Drive HP Fact Watts CFM ----------------------------------------------------Supply Fan 1 X 1.00 I [O .79 X 1.00] = 1.27 X 746 = 944 2000 ---------------- Totals 1.27 944 2000 FAN POWER DEMAND 944 watts I 2000 cfm = 0.472 watts/cfm MECHANICAL SIZING AND FAN POWER MECH-2 page 25 of 62 --------------------~~----------------------------------------------------- .P;-·,.,.._i1A.~t. Name: RDI Computer 2308 Documentation: DELL CO. SIZING AND EQUIPMENT SELECTION HVAC Zone Name: Heating System Name: Cooling System Name: System Multiplier: Peak Load Method: Relative Humidity: 1. DESIGN CONDITIONS FOR Carlsbad 2. SIZING PEAK SPACES SERVED BY SYSTEM Zone 3 ( Jan 12am) TOTAL SPACE LOAD Duct Gains & Losses: Ventilation: ( 75 CFM) Return Air Lighting Gain TOTAL SYSTEM LOAD 3.-SELECTION A. Safety/Warmup Factor B. Maximum Adjusted Load C. Installed Equipment Capacity Btu/hr 13465 13465 1346 2598 17409 1.43 24895 19346 :Date: 9/15/1994 I I :coMPLY 24 User 1712 Zone 3 CARRIER 50HS-024---301- HEATING 38 F PEAK (Aug 1pm) 1 COINCIDENT 50 % COOLING SENSIBLE LATENT 83 F Btu/hr 7914 7914 791 406 0 -,__ 9111 1.21 11024 17292 67 F Btu/hr 80 80 96 -------·. 176 8178 If Line 3-C > Line 3-B, Explain: ___________________ _ FAN POWER CONSUMPTION No. Efficiency Peak Conv Peak Supply Fan Description Sys BHP Motor Drive HP Fact Watts CFM ---------------------------------------------------- Supply Fan 1 X 0.33 I [O .64 X 1 .00] = 0.52 X 746 = 385 900 ---------------- Totals 0.52 385 900 FAN POWER DEMAND 385 watts I 900 cfm = 0.427 watts/cfm MECHANICAL SIZING AND FAN POWER Project Name: RDI Computer 2308 Documentation: DELL co. SIZING AND EQUIPMENT SELECTION HVAC Zone Name: Heating System Name: Cooling System Name: System Multiplier: Peak-Load Method: Relative Humidity: 1. DESIGN CONDITIONS FOR Carlsbad 2. SIZING SPACES SERVED BY SYSTEM Zone 4 PEAK (Jan 12am) TOTAL SPACE LOAD Duct Gains & Losses: Ventilation: ( 63 CFM) Return Air Lighting Gain TOTAL SYSTEM LOAD 3. SELECTION A. Safety/Warmup Factor B. Maximum Adjusted Load C. Installed Equipment Capacity Btu/hr 11887 11887 1189 2174 15250 1.43 21808 19346 MECH-2 page 26 of 62 :Date: 9/15/1994 I I :coMPLY 24 user 1712 Zone 4 CARRIER SOHS-024---301- HEATING 38 F PEAK ( Aug 5pm) 1 COINCTr1Ft-!T 50 % COOLING SENSIBLE LATENT 83 F Btu/hr 11753 11753 1175 204 0 13132 1.21 15890 17376 67 F Btu/hr 168 168 80 248 8347 If Line 3-C > Line 3-8, Explain: ___________________ _ FAN POWER CONSUMPTION No. Fan Description Sys ---------------------Supply Fan 1 X FAN POWER DEMAND BHP ----- 0.33 I Efficiency Peak Conv Motor Drive HP Fact [0 .64 x ,, .. 0.0} = --0 ;52-X 746 Totals 0.52 Peak Watts ----- """ '.385 ----- 385 385 watts/ 900 cfm = 0.427 watts/cfm Supply CFM ------ "'900--------- 900 MECHANICAL SIZING AND FAN POWER Project Name: RDI Computer 2308 Documentation: DELL CO. SIZING AND EQUIPMENT SELECTION HVAC Zone Name: Heating System Name: Cooling System Name: System Multiplier: Peak Load Method: Relative Humidity: 1. DESIGN CONDITIONS FOR Carlsbad 2. SIZING PEAK SPACES SERVED BY SYSTEM Zone 5 ( Jan 12am) TOTAL SPACE LOAD Duct Gains & Losses: Ventilation: ( 217 CFM) Return Air Lighting Gain TOTAL SYSTEM LOAD 3. SELECTION A. Safety/Warmup Factor B. Maximum Adjusted Load C. Installed Equipment Capacity FAN POWER CONSUMPTION No. Fan Description Sys BHP -------------------------- Supply Fan 1 X 1.00 I MECH-2 page 27 of 62 [Date: 9/15/1994 I I ]COMPLY 24 User 1712 Zone 5 CARRIER 50LJQ006-6 HEATING 38 F PEAK Btu/hr 20145 20145 2014 7489 (Aug 7pm) 29648 1.43 42397 49594 Efficiency Motor Drive ---------- [O. 79 X 1.00] Totals Peak HP ----- = 1.27 X ----- 1.27 1 COINCIDENT 50 % COOLING SENSIBLE LATENT 83 F Btu/hr -------- 17424 -------- 17424- 1742 0 0 -------- 19166 1.21 23191 42296 Conv Peak Fact Watts ----- 746 = 944 ----- 944 67 F Btu/hr ------ 810 ------ 810 277 ------ 1087 20789 Supply CFM ------ 2000 ------ 2000 FAN POWER DEMAND 944 watts I 2000 cfm = 0.472 watts/cfm MECHANICAL SIZING AND FAN POWER Project Name: RDI Computer 2308 Documentation: DELL co. MECH-2 page 28 of 62 :Date: 9/15/1994 I l :coMPLY 24 User 1712 ----..,..;-W~;)I -'V:..w,~-".,.-... .,..,,,~~c.:...~1""1\-------------------------.. -----.. ------------------------ SIZING AND EQUIPMENT SELECTION HVAC Zone Name: Heating System Name: Cooling System Name: System Multiplier: Peak Load Method: Relative Humidity: 1. DESIGN CONDITIONS FOR Carlsbad 2. SIZING SPACES SERVED BY SYSTEM Zone 6 PEAK (Jan 12am) TOTAL SPACE LOAD Duct Gains & Losses: Ventilation: ( 97 CFM) Return Air Lighting Gain TOTAL SYSTEM LOAD 3. SELECTION A. Safety/Warmup Factor B. Maximum Adjusted Load C :-:rrrstal h'=ld . ...[z:.µ,i.i.pment Capacity Btu/hr 23507 23507 2351 3354 29212 1.43 41773 28855 Zone 6 CARRIER 50LJQ00462 1 COINCIDENT 50 % HEATING 38 F COOLING SENSIBLE LATENT PEAK ( Aug 5pm) 83 F Btu/hr 21055 21055 2106 314 0 23475 1.21 28405 26353 67 F Btu/hr 259 259 124 383 12659 If Line 3-C > Line 3-B, Explain=--------------- FAN POWER CONSUMPTION No. Efficiency Peak Conv Peak Supply Fan Description Sys BHP Motor Drive HP Fact Watts CFM ---------------------------------------------------- Supply Fan 1 X 0.50 I [O. 70 X 1 .00] = 0.71 X 746 = 533 1200 ---------------- Totals 0.71 533 1200 FAN POWER DEMAND 533 watts I 1200 cfm = 0.444 watts/cfm MECHANICAL SIZING AND FAN POWER Project Name: RDI Computer 2308 Documentation: DELL CO. SIZING AND EQUIPMENT SELECTION HVAC Zone Name: Heating System Name: Cooling System Name: System Multiplier: Peak Load Method: Relative Humidity: 1. DESIGN CONDITIONS FOR Carlsbad 2. SIZING SPACES SERVED BY SYSTEM Zone 7 PEAK (Jan 12am) Btu/hr 6965 MECH-2 page 29 of 62 lDate: 9/15/1994 I I :coMPLY 24 User 1712 Zone 7 CARRIER 50LJQ00462 HEATING 38 F PEAK ( Jul 8pm) 1 COINCIDENT 50 % COOLING SENSIBLE LATENT 83 F 67 F Btu/hr Btu/hr -------------- 9287 638 -------------- TOTAL SPACE LOAD 6965 9287 638 Duct Gains & Losses: 696 Ventilation: ( 171 CFM) 5900 Return Air Lighting Gain TOTAL SYSTEM LOAD 3. SELECTION A. Safety/Warmup Factor B. Maximum Adjusted Load C. Installed Equipment Capacity 13561 1.43 19392 28855 929 -184 218 0 -------------- 10032 856 1.21 12139 26608 13177 I _.,-19-, //G ;\ ,N1.h,-,if.,,,iJ'j) If Line 3-C > Line 3-8, Explain=---t/c~-E~,-~------------------------------ FAN POWER CONSUMPTION No. Efficiency Peak Conv Peak Supply Fan Description Sys BHP Motor Drive HP Fact Watts CFM ---------------------------------------------------- Supply Fan 1 X 0.50 / [O. 70 X 1 .00] = 0.71 X 746 = 533 1200 Exhaust Fan 1 X 0.33 / (0 .64 X 1 .00] = 0.52 X 746 = 385 900 ---------------- Totals 1.23 '918 12.00 .. ·---· FAN POWER DEMAND 918 watts / 1200 cfm = 0.765 watts/cfm MECHANICAL $IZING AND FAN POWER Project Name: RDI Computer 2308 Documentation: DELL CO. SIZING AND EQUIPMENT SELECTION HVAC Zone Name: Heating System Name: Cooling System Name: System Multiplier: Peak Load Method: Relative Humidity: 1. DESIGN CONDITIONS FOR Carlsbad 2. SIZING SPACES SERVED BY SYSTEM Zone 8 PEAK (Jan 12am) TOTAL SPACE LOAD r-Duct Gains & Losses: . Vent.i la:t-i-(:;q:1,.,-;... ( 677 CFM) Return Air Lighting Gain TOTAL SYSTEM LOAD 3. SELECTION A. Safety/Warmup Factor B. Maximum Adjusted Load c. Installed Equipment Capacity Btu/hr 59795 59795 5980 23373 89148 1.43 127482 98368 MECH-2 page 30 of 62 :Date: 9/15/1994 I I :coMPLY 24 User 1712 Zone 8 CARRIER 50LJQ012-5 HEATING 38 F PEAK (Jul 7pm) 1 COINCIDENT 50 % COOLING SENSIBLE LATENT 83 F Btu/hr 40119 40119 4012 0 0 44131 1.21 53399 87509 67 F Btu/hr 2529 2529 864 3393 43012 If Line 3-C > Line 3-B, Explain: ___________________ _ FAN POWER CONSUMPTION No. Efficiency Peak Conv Peak Supply Fan Description Sys BHP Motor Drive HP Fact Watts CFM ---------------------------------------------------- Supply Fan 1 X 1.50 / [O .80 X 1.00] ::::: 1.88 X 746 ::::: 1399 4000 ---------------- Totals 1.88 1399 4000 FAN POWER DEMAND 1399 watts / 4000 cfm ::::: 0.350 watts/cfm MECHANICAL SIZING AND FAN POWER Project Name: RDI Computer 2308 Documentation: DELL CO. SIZING AND EQUIPMENT SELECTION HVAC Zone--·Name ~ -·· · ····------ Heating System Name: Cooling System Name: System Multiplier: Peak Load Method: Relative Humidity: 1. DESIGN CONDITIONS FOR Carlsbad 2. SIZING SPACES SERVED BY SYSTEM PEAK Zone 9 (Jan 12am) TOTAL SPACE LOAD Duct Gains & Losses: Ventilation: ( 46 CFM) Return Air Lighting Gain TOTAL SYSTEM LOAD 3. SELECTION A. Safety/Warmup Factor 8. Maximum Adjusted Load C. Installed Equipment Capacity --F-Ai',J-POIJF.R CONSUMPTION No. Fan Description Sys BHP -------------------------- Supply Fan 1 X 0.20 I MECH-2 page 31 of 62 :Date: 9/15/1994 I I :coMPLY 24 User 1712 Zone 9 CARRIER 38YC01831* HEATING 38 F Btu/hr 10096 10096 1010 1573 PEAK (Jul 7pm) 12679 1.43 18131 31410 Efficiency Motor Drive ---------- [O .60 X 1.00] Totals Peak HP ----- = 0.33 X ----- 0.33 1 COINCIDENT 50 % COOLING SENSIBLE LATENT 83 F Btu/hr 5036 5036 504 0 0 5540 1.21 6703 12397 Conv Peak Fact Watts ----- 746 = 249 ------- 249 67 F Btu/hr 170 170 58 228 6093 Supply CFM ------ 650 ------ 650 FAN POWER DEMAND 249 watts/ 650 cfm = 0.383 watts/cfm MECHANICAL SIZING AND FAN POWER Project Name: RDI Computer 2308 Documentation: DELL CO. SIZING AND EQUIPMENT SELECTION HVAC Zone Name: Heating System Name: Cooling System Name: System Multiplier: Peak Load Method: Relative Humidity: , ... ---1. DESIGN CONDITIONS FOR Carlsbad PEAK SPACES SERVED BY SYSTEM Zone 10 ( Jan 12am) TOTAL SPACE LOAD Duct Gains & Losses: Ventilation: ( 252 CFM) Return Air Lighting Gain TOTAL SYSTEM LOAD 3. SELECTION A. Safety/Warmup Factor B. Maximum Adjusted Load C. Installed Equipment Capacity Btu/hr 28464 28464 2846 8705 40015 1.43 57221 49594 MECH-2 page 32 of 62 :Date: 9/15/1994 I I :coMPLY 24 User 1712 Zone 10 CARRIER 50LJQ006-6 HEATING 38 F PEAK ( Jul 7pm) 1 COINCIDENT 50 % COOLING SENSIBLE LATENT 83 F Btu/hr 15571 15571 1557 0 0 17128 1.21 20725 42296 67 F Btu/hr 942 942 322 1264 20789 If Line 3-C > Line 3-B, Explain: ___________________ _ FAN POWER CONSUMPTION No. Efficiency Peak Conv Peak Supply . Fan Description Sys BHP Motor Drive HP Fact Watts CFM ---------------------------------------------------- Supply Fan 1 X 1.00 I [O. 79 X 1.00] = 1.27 X 746 = 944 2000 ---------------- Totals 1.27 944 2000 FAN POWER DEMAND 944 watts I 2000 cfm = 0.472 watts/cfm . MECHANICAL EQUIPMENT SUMMARY Project Name: RDI Computer 2308 Documentation: DELL CO. -IY.l~H--3 pa~e 33 of 62 :Date: 9/15/1994 I I :coMPLY 24 User 1712 ---------------------------~------------------------------------------------ PLANT EQUIPMENT SUMMARY Fuel Elec Total No. Input Input Output Equipment Name Equipment Type Sys ( KBtu) (KW) ( KBtu) ------------------------------------------------------------ AO SMITH DSE-030 (SE) Electric Res 1 0.0 12.0 40.9 CENTRAL SYSTEM SUMMARY Sys No No System Name System Type Sys Economizer Type -----------------------------------------------------------------1 CARRIER 50HS-024---301-Packaged Heat Pu 2 No Economizer 2 CARRIER 50LJQ012-5 Packaged Heat Pu 1 No Economizer 3 CARRIER 50LJQ006-6 Packaged Heat Pu 3 No Economizer 4 CARRIER 50LJQ00562 Packaged Heat Pu 1 No Economizer 5 CARRIER 50LJQ00462 Packaged Heat Pu 2 No Economizer 6 CARRIER 38YC01831* Split Heat Pump 1 No Economizer CENTRAL SYSTEM RATINGS Sys -------Heating ------------------------~----------Cooling ---------- No Type Output Aux KW EFF Type Output --------------------------·...,.;.-~ ------"'"""~""1!-~.·------- 1 Heat Pump 23600 0.0 6.60 DX 24000 2 Heat Pump 120000 0.0 0.00 DX 120000 3 Heat Pump 60500 0.0 7.20 DX 58000 4 Heat pump 47000 0.0 7.00 DX 47000 5 Heat Pump 35200 0.0 6.80 DX 36400 6 Heat Pump 17500 5.0 7.00 DX 17000 CENTRAL FAN SUMMARY------------Supply Sys Fan ----------- No Fan Type Motor Location CFM 1 Constant Volume Draw-Through 2 Constant Volume Draw-Through 3 Constant Volume Draw-Through 4 Constant Volume Draw-Through 5 Constant Volume Draw-Through 6 Constant Volume Draw-Through 900 4000 2000 1600 1200 650 BHP ------ 0.33 1.50 1.00 0.75 0.50 0.20 Mtr Drv Eff Eff 64 100 80 100 79 100 72 100 70 100 60 100 Sensible EER SEER ------------------ 16800 8.60 10.00 84000 9.20 n/a 40600 8.70 9.00 32900 9 .10 10.00 25480 9.40 10.00 11900 8.70 10.00 Return Fan Mtr Drv CFM BHP Eff Eff ---------- None None None None None None ZONAL FAN SUMMARY ---------Zonal Fan ------------Exhaust Fan ----- Space Name Zone 7 None No CFM BHP None Mtr Eff Drv Eff No 1 Mtr Drv CFM BHP Eff Eff ----------- 900 0.33 64 100 MECH-4 page 34 of 62 Project Name: RDI Computer 2308 :Date: 9/15/1994 I I Documentation: DELL co. :coMPLY 24 User 1712 --------------------------------------------------------------------------- VENTILATION SUMMARY BY SPACE Tran Floor sqft CFM Min Design sfer Space Name T Occupancy Area /Occ /Occ CFM CFM CFM ------------------------------------------------ Zone 1 Comp Bldg Offi 1400 250 37.5 210 210 Zone 2 Comp Bldg Offi 2074 250 37.5 311 311 Zone 3 Comp Bldg Offi 502 250 37.5 75 75 Zone 4 Comp Bldg Offi 420 250 37.5 63 63 Zone 5 Comp Bldg Offi 1447 250 37.5 217 217 Zone 6 Comp Bldg Offi 648 250 37.5 97 97 Zone 7 Comp Bldg Offi 1140 250 37.5 171 171 Zone 8 Comp Bldg Offi 4516 250 37.5 677 677 Zone 9 Comp Bldg Offi 304 250 37.5 46 46 Zone 10 Comp Bldg Offi 1682 250 37.5 252 252 ------ TOTALS 2120 2120 Note: If Tailored (T=*), user must document sqft/Occ and/or CFM/Occ values. Project Name: RDI Computer 2308 Documentation: DELL co. HVAC ZONE DESCRIPTION HVAC Zone Name: Heating System Name: Cooling System Name: System Multiplier: Fan Schedule: Peak Load Method: Relative Humidity: SPACES IN THIS ZONE Zone 1 PEAK (Jan 12am) TOTAL SPACE LOAD Duct Gains & Losses: Ventilation: ( 210 CFM) Return Air Lighting Gain TOTAL SYSTEM LOAD SYSTEM OUTPUT AT DESIGN CONDITIONS HEATING 23887 23887 2389 7246 33522 38528 page 35 of 62 :Date: 9/15/1994 I I :coMPLY 24 User 1712 Zone 1 CARRIER 50LJQ00562 1 All On Load Cales COINCIDENT 50 COOLING PEAK SENSIBLE -------- ( Jul 7pm) 15212 ______ .. __ 15212 1521 0 ~. . 0 ; -------- 16733 34274 % LATENT ------ 784 ------ 784 268 ·--·-7 ------ 1052 16846 NOTE: The TOTAL SYSTEM LOAD shown represents the minimum size equipment which will heat or cool this zone during the design conditions indicated. These numbers include no safety factor, and the HVAC contractor should oversize by a reasonable margin to account for variations in weather conditions and the pick-up capacity required to bring the zone to temper- ature as a result of a setback thermostat. Those responsible for final equipment selection should note that Sensible and Latent Cooling Loads are indicated to allow for accurate comparison with manufacturer's output data. SPACE HEATING & COOLING LOAD SUMMARY Project Name: RDI Computer 2308 Documentation: DELL CO. SUMMARY OF PEAK HOUR LOADS FOR SPACE Space Name: DESIGN CONDITIONS Peak Hour:- Indoor Conditions: Outdoor Conditions: LOAD COMPONENT Wall Conduction Window Conduction Door Conduction Roof Conduction Skylight Conduction Floor Conduction Slab Conduction Interior Conduction Infiltration Solar Gain Lighting Receptacle Process Occupants .. ·--' ,_ Quantity 532.0 sqft 161.0 sqft o.o sqft 1400.0 sqft 0.0 sqft o.o sqft 1400.0 sqft 0.0 sqft 0.5 AC/hr 161.0 sqft 1843.0 watts 1400.0 watts 0.0 watts 5.6 occs SPACE LOADS page 36 of 62 lDate: 9/15/1994 I I :coMPLY 24 User 1712 Zone 1 COOLING HEATING SENSIBLE LATENT Ja.n 12am 70 F DB 38 F DB Btu/hr 12800 6171 0 1951 0 0 2965 0 0 0 0 0 0 0 23887 :ru1·-·=:r-pm 78 F DB 78 F DB Btu/hr 4041 83 0 330 0 0 0 0 0 2972 2983 3823 0 980 15212 50 % RH 62 F WB Btu/hr 784 784 Heating Airflow: Cooling AirFlovJ: 23887 Btu/hr/ [1.08 x 15212 Btu/hr/ [1.08 x 35 F DeltaT)J = 23 F DeltaT)] = 633 cfm 613 cfm HVAC ZONE HEATING & COOLING LOAD SUMMARY -----------------~~-----~-----Project Name: RDI Computer 2308 Documentation: DELL CO. HVAC ZONE DESCRIPTION HVAC Zone Name: Heating System Name: Cooling System Name: System Multiplier: Fan Schedule: Peak Load Method: Relative Humidity: SPACES IN THIS ZONE Zone 2 PEAK (Jan 12am) TOTAL SPACE LOAD Duct Gains & Losses: Ventilation: ( 311 CFM) Return Air Lighting Gain TOTAL SYSTEM LOAD SYSTEM OUTPUT AT DESIGN CONDITIONS HEATING 10287 10287 1029 10734 ------- 22050 49594 page 37 of 62 :Date: 9/15/1994 I I :coMPLY 24 User 1712 Zone 2 CARRIER 50LJQ006-6 1 All On Load Cales COINCIDENT 50 COOLING PEAK SENSIBLE -------- ( Jul 8pm) 15591 -------- 15591 1559 -335 0 -------- -'16815 42398 % LATENT ------ 1161 ------ 1161 397 ------ ---1-5-58 20997 NOTE: The TOTAL SYSTEM LOAD shown represents the minimum size equipment which will heat or cool this zone during the design conditions indicated. These numbers include no safety factor, and the HVAC contractor should oversize by a reasonable margin to account for variations in weather conditions and the pick-up capacity required to bring the zone to temper- ature as a result of a setback thermostat. Those responsible for final equipment selection should note that Sensible and Latent Cooling Loads are indicated to allow for accurate comparison with manufacturer's output data. SPACE HEATING & COOLING LOAD SUMMARY Project Name: RDI Computer 2308 Documentation: DELL co. SUMMARY OF PEAK HOUR LOADS FOR SPACE Space Name: DESIGN CONDITIONS Peak Hour: Indoor Conditions: Outdoor Conditions: LOAD COMPONENT- Wall Conduction Window Conduction Door Conduction Roof Conduction Skylight Conduction Floor Conduction Slab Conduction Interior Conduction Infiltration Solar Gain Lighting Receptacle Process Occupants Quantity 261.0 sqft 0.0 sqft o.o sqft 2074.0 sqft o.o sqft o.o sqft 2074.0 sqft 0.0 sqft 0.5 AC/hr o.o sqft 3139.0 watts 2074.0 watts o.o watts 8.3 occs SPACE LOADS page 38 of 62 lDate: 9/15/1994 I I :coMPLY 24 User 1712 Zone 2 COOLING HEATING SENSIBLE LATENT Jan 12am Jul 8pm 70 F DB 78 F DB 50 % RH 38 F.c08 77 ,F 'DB 61 f ""WB- Btu/hr 6280 0 0 2891 0 0 1117 0 0 0 0 0 0 0 10287 Btu/hr Btu/hr 2075 0 0 155 0 0 0 0 -0 0 5540 6371 0 1452 15591 1161 1161 Heating AirFlow: Cooling Airflow: 10287 Btu/hr/ [1.08 x 35 F DeltaT)] = 15591 Btu/hr/ [1.08 x 23 F DeltaT)] = 273 cfm 629 cfm HVAC ZONE HEATING & COOLING LOAD SUMMARY Project Name: RDI Computer 2308 Documentation: DELL CO. HVAC ZONE DESCRIPTION HVAC Zone Name: Heating System Name: Cooling System Name: System Multiplier: Fan Schedule: Peak Load Method: Relative Humidity~ SPACES IN THIS ZONE Zone 3 PEAK (Jan 12am) TOTAL SPACE LOAD Duct Gains & Losses: Ventilation: ( 75 CFM) Return Air Lighting Gain TOTAL SYSTEM LOAD SYSTEM OUTPUT AT DESIGN CONDITIONS HEATING 13465 13465 1346 2598 ------- 17409 19346 page 39 of 62 :Date: 9/15/1994 .J ---.. --1 :ceMP.~Y-24 User 1712 Zone 3 CARRIER 50HS-024---301- 1 All On Load Cales COINCIDENT 50 % COOLING PEAK SENSIBLE -------- (Aug 1pm) 7914 -------- 7914 791 406 0 -------- 9111 17292 LATENT ------ 80 ------ 80 96 ------ 176 8178 NOTE: The TOTAL SY-STEM·-LOAD soow.r.t---represents the m1 n1mum size equipment which will heat or cool this zone during the design conditions indicated. These numbers include no safety factor, and the HVAC contractor should oversize by a reasonable margin to account for variations in weather conditions and the pick-up capacity required to bring the zone to temper- ature as a result of a setback thermostat. Those responsible for final equipment selection should note that Sensible and Latent Cooling Loads are indicated to allow for accurate comparison with manufacturer's output data. SPACE HEATING & COOLING LOAD SUMMARY Project Name: RDI Computer 2308 Documentation: DELL CO. SUMMARY OF PEAK HOUR LOADS FOR SPACE Space Name: DESIGN CONDITIONS Peak Hour: Indoor Conditions: Outdoor Conditions: LOAD COMPONENT Wall Conduction Window Conduction Door Conduction Roof Conduction Skylight Conduction Floor Conduction Slab Conduction Interior Conduction Infiltration Solar Gain Lighting Receptacle Process Occupants Quantity 212.0 sqft 175.0 sqft 0.0 sqft 502.0 sqft o.o sqft o.o sqft 502.0 sqft o.o sqft 0.5 AC/hr 175.0 sqft 864.0 watts 502.0 watts 0.0 watts 2.0 occs SPACE LOADS page 40 of 62 :Date: 9/15/1994 I I lCOMPLY 24 User 1712 Zone 3 COOLING HEATING SENSIBLE LATENT Jan 12am 70 F DB 38 F DB Btu/·hr 5101 6664 0 700 0 0 1001 0 0 0 0 0 0 0 13465 Aug 1pm 78 F DB 83 F DB 50 % RH 67 F WB Btt.:r/-h-r---,Btu/ h-r 2256 364 0 79 0 0 0 0 0 4402 198 514 0 100 7914 80 80 Heating AirFlow: Cooling AirFlow: 13465 Btu/hr/ [1.08 x 7914 Btu/hr/ [1.08 x 35 F DeltaT)] = 23 F DeltaT)] = 357 cfm 319 cfm HVAC ZONE HEATING & COOLING LOAD SUMMARY page 41 of 62 ---------------------------------------------------------------------------Project Name: RDI Computer 2308 --·=1:)t.tccrme·ntation: DELL CO. lDate: 9/15/1994 I I :coMPLY 24 User 1712 -· .. -~ .... ~~---------------------------------------------------------------..... -. - HVAC ZONE DESCRIPTION HVAC Zone Name: Heating System Name: Cooling System Name: System Multiplier: Fan Schedule: Peak Load Method: Relative Humidity: SPACES IN THIS ZONE Zone 4 PEAK ( Jan 12am) TOTAL SPACE LOAD Duct Gains & Losses: Ventilation: ( 63 CFM) ·Return Air Lighting Gain TOTAL SYSTEM LOAD SYSTEM OUTPUT AT DESIGN CONDITIONS HEATING 11887 11887 1189 2174 15250 19346 Zone 4 CARRIER 50HS-024---301- 1 All On Load Cales COINCIDENT 50 % COOLING PEAK SENSIBLE LATENT ( Aug 5pm) 11753 11753 1175 204 0 -------- 13132 17376 168 168 80 ------ 248 8347 NOTE: The TOTAL SYSTEM LOAD shown represents the minimum size equipment ·vJl ,ich ·will ·heat ··oi---·c·ool -this zone during the design conditions indicated. --r~r·""'~A -numbers include no safety factor, and the HVAC contractor should oversize by a reasonable margin to account for variations in weather conditions and the pick-up capacity required to bring the zone to temper- ature as a result of a setback thermostat. Those responsible for final equipment selection should note that Sensible and Latent Cooling Loads are indicated to allow for accurate comparison with manufacturer's output data. SPACE HEATING & COOLING LOAD SUMMARY Project Name: RDI Computer 2308 Documentation: DELL CO. SUMMARY OF PEAK HOUR LOADS FOR SPACE Space Name: DESIGN CONDITIONS Peak Hour: Indoor Conditions: Outdoor Conditions: LOAD COMPONENT Wall Conduction -~iRdow Conduction Door Conduction Roof Conduction Skylight Conduction Floor Conduction Slab Conduction Interior Conduction Infiltration Solar Gain Lighting Receptacle Process Occupants Quantity ------------ 64.0 sqft 224.0 sqft 0.0 sqft 420.0 sqft 0.0 sqft 0.0 sqft 420.0 sqft 0.0 sqft 0.5 AC/hr 224.0 sqft 648.0 watts 420.0 watts 0.0 watts 1.7 occs SPACE LOADS HEATING ------- Jan 12am 70 F DB 38 F DB Btu/hr ------- page 42 of 62 :Date: 9/15/1994 I I :coMPLY 24 User 1712 Zone 4 COOLING SENSIBLE LATENT -------------- Aug 5pm 78 F DB 50 ~ " RH 81 F DB 65 F WB Btu/hr Btu/hr ---------------..,,,,., _ _,_ -~ .... · 154"0· ·------891 8530 445 0 0 585 82 0 0 0 0 1232 0 0 0 0 0 0 9625 0 69 0 430 0 0 0 210 168 --------------------- 11887 11753 168 Heating Airflow: Cooling AirFlow: 11887-Btu/hr / (1.08 x 35 F DeltaT)] = 11753 Btu/hr/ [1.08 x 23 F DeltaT)] = 315 cfm 474 cfm HVAC ZONE HEATING & COOLING LOAD SUMMARY Project Name: RDI Computer 2308 Documentation: DELL CO. ·HVi"-iB~ne Na-me: Heating System Name: Cooling System Name: System Multiplier: Fan Schedule: Peak Load Method: Relative Humidity: SPACES IN THIS ZONE Zone 5 PEAK (Jan 12am) TOTAL SPACE LOAD Duct Gains & Losses: Ventilation: ( 217 CFM) Return Air Lighting Gain TOTAL SYSTEM LOAD SYSTEM OUTPUT AT DESIGN CONDITIONS HEATING 20145 20145 2014 7489 29648 49594 page 43 of 62 :Date: 9/15/1994 I I :coMPLY 24 User 1712 Zone 5 CARRIER 50LJQ006-6 1 All On Load Cales COINCIDENT 50 COOLING PEAK SENSIBLE -------- ( Aug 7pm) 17424 -------- 17424 1742 0 0 -------- 19166 42296 % LATENT ------ 810 ------ 810 277 ------ 1087 20789 NOTE: The TOTAL SYSTEM LOAD shown represents the minimum size equipment which will heat or cool this zone during the design conditions indicated. These numbers include no safety factor, and the HVAC contractor should c>versize-by--"'a-reasonable margin to account for variations in weather -e~""'~strfons. and the pick-up capacity required to bring the zone to temper- ature as a result of a setback thermostat. Those responsible for final equipment selection should note that Sensible and Latent Cooling Loads are indicated to allow for accurate comparison with manufacturer's output data. SPACE HEATING & COOLING LOAD SUMMARY Project Name: RDI Computer 2308 Documentation: DELL CO. SUMMARY OF PEAK HOUR LOADS FOR SPACE Space Name: DESIGN CONDITIONS --------------------Peak Hour: Indoor Conditions: Outdoor Conditions: LOAD COMPONENT Quantity ---------------------------------Wall Conduction 556.0 sqft Window Conduction 56.0 sqft Door Conduction 0.0 sqft Roof Conduction 1447.0 sqft --Skylight Conduction 0.0 sqft Floor Conduction 0.0 sqft Slab Conduction 1447.0 sqft Interior Conduction 0.0 sqft Infiltration 0.5 AC/hr Solar Gain 56.0 sqft Lighting 2289.0 watts Receptacle 1447.0 watts Process 0.0 watts Occupants 5.8 occs SPACE LOADS HEATING ------- Jan 12am 70 F D8 38 F DB Btu/hr ------- 13377 2132 o· 2017 0 0 2618 0 0 0 0 0 0 0 ------- 20145 page 44 of 62 :Date: 9/15/1994 I I lCOMPLY 24 User 1712 Zone 5 COOLING SENSIBLE LATENT Aug 7pm 78 F D8 50 % RH 78 F DB 62 F WB Btu/hr Btu/hr 762? 29 0·-·- 1.?4 0 0 0 0 0 935 3745 3951 0 1013 810 17424 810 Heating Airflow: Cooling Airflow: 20145 Btu/hr/ [1.08 x 35 f DeltaT)] = 17424 Btu/hr/ [1.08 x 23 F DeltaT)] = 534 cfm 703 cfm HVAC ZONE HEATING & COOLING LOAD SUMMARY Project Name: RDI Computer 2308 Documentation: DELL CO. HVAC ZONE DESCRIPTION HVAC Zone Name: He.at j i'l<:i ., 9-,v,,.;:.;t;,,am ~N-a-me ~ Cooling System Name: System Multiplier: Fan Schedule: Peak Load Method: Relative Humidity: SPACES IN THIS ZONE Zone 6 PEAK ( Jan 12am) TOTAL SPACE LOAD Duct Gains & Losses: Ventilation: ( 97 CFM) Return Air Lighting Gain TOTAL SYSTEM LOAD SYSTEM OUTPUT AT DESIGN CONDITIONS HEATING 23507 23507 2351 3354 29212 28855 page 45 of 62 :Date: 9/15/1994 I I :coMPLY 24 User 1712 Zone 6 CARRIER 50LJQ00462 1 All On Load Cales COINCIDENT 50 COOLING PEAK SENSIBLE -------- ( Aug 5pm) 21055 -------- 21055 2106 314 0 -------- 23475 26353 % LATENT ------ 259 ------ 259 124 ------ 383 12659 NOTE: The TOTAL SYSTEM LOAD shown represents the minimum size equipment which will heat or cool this zone during the design conditions indicated. These numbers include no safety factor, and the HVAC contractor should oversize by a reasonable margin to account for variations in weather conditions and the pick-up capacity required to bring the zone to temper- ature as a result of a setback t h~i'mostat. · Tfie>'S,:; ,ersporisi-ble for final equipment selection should note that Sensible and Latent Cooling Loads are indicated to allow for accurate comparison with manufacturer's output data. SPACE HEATING & COOLING LOAD SUMMARY Project Name: RDI Computer 2308 Documentation: DELL CO. SUMMARY OF PEAK HOUR LOADS FOR SPACE Space Name: DESIGN CONDITIONS Peak Hour: Indoor Conditions: Outdoor Conditions: LOAD COMPONENT Wall Conduction Window Conduction Door Conduction Roof Conduction Skylight Conduction Floor Conduction Slab Conduction Interior Conduction Infiltration Solar Gain Lighting Receptacle Process Occupants Quantity 128.0 sqft 448.0 sqft o.o sqft 648.0 sqft 0.0 sqft 0.0 sqft 648.0 sqft o.o sqft 0.5 AC/hr 448.0 sqft 864.0 watts 648.0 watts 0.0 watts 2.6 occs SPACE LOADS page 46 of 62 :Date: 9/15/1994 I I :coMPLY 24 User 1712 Zone 6 COOLING HEATING .SENSIBLE LAT.ENT Jan 12am 70 F DB 38 F DB Btu/hr 3080 17060 0 903 ---"-:-0 0 2464 0 0 0 0 0 0 0 23507 Aug 5pm 78 F DB 81 F DB 50 % RH 65 F WB Btu/hr Btu/hr 1514 889 0 126 " ·--·0--· 0 0 0 0 17442 96 663 0 324 21055 259 259 Heating AirFlow: Cooling AirFlow: 23507 Btu/hr/ [1.08 x 21055 Btu/hr/ [1.08 x 35 F DeltaT)] = 23 F DeltaT)] = 623 cfm 849 cfm HVAC ZONE HEATING & COOLING LOAD SUMMARY Project Name: RDI Computer 2308 Documentation: DELL CO. HVAC ZONE DESCRIPTION HVAC Zone Name: Heating System Name: Cooling System Name: System Multiplier~ - Fan Schedule: Peak Load Method: Relative Humidity: SPACES IN THIS ZONE Zone 7 ...__ --~- PEAK (Jan 12am) TOTAL SPACE LOAD Duct Gains & Losses: Ventilation: ( 171 CFM) Return Air Lighting Gain TOTAL SYSTEM LOAD SYSTEM OUTPUT AT DESIGN CONDITIONS HEATING 6965 6965 696 5900 13561 28855 page 47 of 62 :Date: 9/15/1994 I I :coMPLY 24 user 1712 Zone 7 CARRIER 50LJQ00462 1 All On Load Cales COINCIDENT 50 % COOLING PEAK SENSIBLE -------- ( Jul 8pm) 9287 -------- 9287 929 -184 0 -------- 10032 26608 LATENT ------ 638 ------ 638 218 ------ 856 13177 NOTE: The TOTAL SYSTEM LOAD shown represents the minimum size equipment which will heat or cool this zone during the design conditions indicated. These numbers include no safety factor, and the HVAC contractor should oversize by a reasonable margin to account for variations in weather conditions and the pick-up capacity required to bring the zone to temper- ature as a result of a setback thermostat. Those responsible for final equipment selection should i'leite -that--Se..'f.lsible and Latent Cooling Loads are indicated to allow for accurate comparison with manufacturer's output data. ,.., SPACE HEATING & COOLING LOAD SUMMARY Project Name: RDI Computer 2308 Documentation: DELL CO. SUMMARY OF PEAK HOUR LOADS FOR SPACE Space Name: DESIGN CONDITIONS -------------------- Peak Hour: Indoor Conditions: Outdoor Conditions: LOAD COMPONENT Quantity ---------------------------------Wall Conduction 106.0 sqft Window Conduction 56.0 sqft Door Conduction 0.0 sqft Roof Conduction 1140.0 sqft Skylight Conduction 0.0 sqft Floor Conduction 0.0 sqft s l'·a:b .:c <:Hid LrC n.J.,Q,r-t 1140.0 sqft Interior Conduction 0.0 sqft Infiltration 0.5 AC/hr Solar Gain 56.0 sqft Lighting 1575.0 watts Receptacle 1140.0 watts Process 0.0 watts Occupants 4.6 occs SPACE LOADS HEATING ------- Jan 12am 70 F DB 38 F DB Btu/hr ------- 2550 2132 0 1589 0 0 693 0 0 0 0 0 0 0 ------- 6965 page 48 of 62 !Date: 9/15/1994 I I !COMPLY 24 User 1712 Zone 7 COOLING SENSIBLE LATENT -------------- Jul 8pm 78 F DB 50 % RH 77 F DB 61 F WB Btu/hr Btu/hr -------------- 1188 -4 0 83 0 0 0 0 -0 1008 2712 3502 0 798 638 -------------- 9287 638 Heating AirFlow: Cooling AirFlow: 6965 Btu/hr/ [1.08 x 35 F DeltaT)] = 9287 Btu/hr/ [1.08 x 23 F DeltaT)] = 185 cfm 374 cfm HVAC ZONE HEATING & COOLING LOAD SUMMARY Project Name: RDI Computer 2308 Documentation: DELL CO. HVAC ZONE DESCRIPTION HVAC Zone Name: Heating System Name: Cooling System Name: System Multiplier: P-~ak Load Method: Relative Humidity: SPACES IN THIS ZONE Zone 8 PEAK (Jan 12am) TOTAL SPACE LOAD Duct Gains & Losses: Ventilation: ( 677 CFM) Return Air Lighting Gain TOTAL SYSTEM LOAD SYSTEM OUTPUT AT DESIGN CONDITIONS HEATING 59795 59795 5980 23373 89148 98368 page 49 of 62 :Date: 9/15/1994 I I :coMPLY 24 User 1712 Zone 8 CARRIER 50LJQ012-5 1 All On Load Cales COINCIDENT 50 % COOLING PEAK SENSIBLE -------- ( Jul 7pm) 40119 -------- 40119 4012 0 0 -------- 44131 87509 LATENT ------ 2529 ------ 2529 864 ------ 3393 43012 NOTE: The TOTAL SYSTEM LOAD shown represents the minimum size equipment which will heat or cool this zone during the design conditions indicated. These numbers include no safety factor, and the HVAC contractor should oversize by a reasonable margin to account for variations in weather conditions and the pick-up capacity required to bring the zone to temper- ature as a result of a setback thermostat. Those responsible for final equipment selection should note that Sensible and Latent Cooling Loads are ;-"·,·---t-ndicated to allow for accurate comparison with manufacturer's output data. • SPACE HEATING & COOLING LOAD SUMMARY Project Name: RDI Computer 2308 Documentation: DELL CO. SUMMARY OF PEAK HOUR LOADS FOR SPACE Space Name: DESIGN CONDITIONS Peak Hour: Indoor Conditions: Outdoor Conditions: LOAD COMPONENT Wall Conduction Window Conduction · Door Conduction Roof Conduction Skylight Conduction Floor Conduction Slab Conduction Interior Conduction Infiltration -~--· ·--· Solar Gain Lighting Receptacle Process Occupants Quantity 4392.0 0.0 42.0 4516.0 0.0 0.0 4516.0 0.0 ------~--,-0 .:-5 0.0 6952.0 4516.0 0.0 18.1 sqft sqft sqft sqft sqft sqft sqft sqft AC/hr sqft watts watts watts occs SPACE LOADS page 50 of 62 :Date: 9/15/1994 I I :coMPLY 24 User 1712 Zone 8 COOLING HEATING SENSIBLE LATENT Jan 12am 70 F DB 38 F DB Btu/hr 45696 0 781 8158 0 0 5159 0 0 0 0 0 0 0 59795 Jul 7pm 78 F DB 78 F DB 50 % RH 62 F WB Btu/hr Btu/hr 13664 0 95 776 0 0 0 0 0 0 10093 12330 0 3161 40119 2529 2529 Heating AirFlow: Cooling AirFlow: 59795 Btu/hr/ (1.08 x 40119 Btu/hr/ [1.08 x 35 F Del taT )] = 23 F DeltaT)] = 1584 cfm 1618 cfm • HVAC ZONE HEATING & COOLING LOAD SUMMARY Project Name: RDI Computer 2308 Documentation: DELL CO. HVAC ZONE DESCRIPTION HVAC Zone Name: Heating System Name: Cooling System Name: System Multiplier: Fan Schedule: Peak Load Method: Relative Hunudit.y=--. SPACES IN THIS ZONE Zone 9 PEAK (Jan 12am) TOTAL SPACE LOAD Duct Gains & Losses: Ventilation: ( 46 CFM) Return Air Lighting Gain TOTAL SYSTEM LOAD SYSTEM OUTPUT AT DESIGN CONDITIONS HEATING 10096 10096 1010 1573 ------- 12679 31410 page 51 o.f 62 lDate: 9/15/1994 I I :coMPLY 24 User 1712 Zone 9 CARRIER 38YC01831* 1 All On Load Cales COINCIDENT 50 % COOLING PEAK SENSIBLE -------- ( Jul 7pm) 5036 -------- 5036 504 0 0 -------- 5540 12397 LATENT ------ 170 ------ 170 58 ------ 228 6093 NOTE: The TOTAL SYSTEM LOAD shown represents the m1n1mum size equipment which will heat or cool this zone during the design conditions indicated. These numbers include no safety factor, and the HVAC contractor should oversize by a reasonable margin to account for variations in weather conditions and the pick-up capacity required to bring the zone to temper- ature as a result of a setback thermostat. Those responsible for final equipment selection should note that Sensible and Latent Cooling Loads are indicated to allow for accurate comparison with manufacturer's output data. • SPACE HEATING & COOLING LOAD SUMMARY Project Name: RDI Computer 2308 Documentation: DELL CO. SUMMARY OF PEAK HOUR LOADS FOR SPACE Space Name: DESIGN CONDITIONS Peak Hour: Indoor Conditions: Outdoor Conditions: LOAD COMPONENT Wall Conduction Window Conduction Door Conduction Roof Conduction Skylight Conduction Floor Conduction Slab Conduction Interior Conduction Infiltration Quantity 438.0 0.0 21.0 304.0 0.0 0.0 304.0 0.0 0.5 0.0 Solar Gain Lighting Receptacle Process · -',,, , : ---···-·~-'-(>. l 6 ~ 0 sqft sqft sqft sqft sqft sqft sqft sqft AC/hr sqft watts watts watts occs Occupants 304.0 0.0 1.2 SPACE LOADS -. , -.,P;:}cte 52 of 62 :Date: 9/15/1994 1 I lCOMPLY 24 User 1712 Zone 9 COOLING HEATING SENSIBLE LATENT Jan 12am 70 F DB 38 F DB Btu/hr 7318 0 391 424 0 0 1964 0 0 0 0 0 0 0 10096 Jul 7pm 78 F DB 78 F DB 50 % RH 62 F WB Btu/hr Btu/hr 3317 0 39 75 0 0 0 0 0 0 562 830 0 213 5036 170 170 Heating Airflow: Cooling Airflow: 10096 Btu/hr/ [1.08 x 5036 Btu/hr/ [1.08 x 35 F DeltaT)] = 23 F Del taT )] = 268 cfm 203 cfm ... • HVAC ZONE HEATING & COOLING LOAD SUMMARY page 53 of 62 ---------------------------------------------------------------------------Project Name: RDI Computer 2308 Documentation: DELL co. HVAC ZONE DESCRIPTION HVAC Zone Name: Heating System Name: Cooling System Name: System Multiplier: Fan Schedule: Peak Load Method: Relative Humidity: SPACES IN THIS ZONE -------· ---------------- Zone 10 PEAK ( Jan 12am) TOTAL SPACE LOAD Duct Gains & Losses: Ventilation: ( 252 CFM) Return Air Lighting Gain TOTAL SYSTEM LOAD SYSTEM OUTPUT AT DESIGN CONDITIONS .HEATTN<;. 28464 28464 2846 8705 40015 49594 :Date: 9/15/1994 I I :coMPLY 24 User 1712 Zone 10 CARRIER 50LJQ006-6 1 All On Load Cales COINCIDENT 50 % COOLING PEAK SENS I8t:'E . ..-........ ,eA-TENT -------------- ( Jul 7pm) 15571 942 -------------- 15571 942 1557 0 322 0 --------------- 17128 1264 42296 20789 NOTE: The TOTAL SYSTEM LOAD shown represents the minimum size equipment which will heat or cool this zone during the design conditions indicated. These numbers include no safety factor, and the HVAC contractor should oversize by a reasonable margin to account for variations in weather conditions and the pick-up capacity required to bring the zone to temper- ature as a result of a setback thermostat. Those responsible for final equipment selection should note that Sensible and Latent Cooling Loads are indicated to allow for accurate comparison with manufacturer's output data. SPACE HEATING & COOLING LOAD SUMMARY Documentation: DELL CO. SUMMARY OF PEAK HOUR LOADS FOR SPACE Space Name: DESIGN CONDITIONS Peak Hour: Indoor Conditions: Outdoor Conditions: LOAD COMPONENT Wall Conduction Window Conduction Door Conduction Roof Conduction Skylight Conduction Floor Conduction Slab Conduction Interior Conduction Infiltration Solar Gain Lighting Receptacle Process· ·· : •¼·-~--- Occupants Quantity ------------1746.0 sqft 0.0 sqft 21.0 sqft 1682.0 sqft 0.0 sqft 0.0 sqft 1682.0 sqft 0.0 sqft 0.5 AC/hr 0.0 sqft 2528.0 watts 1682.0 watts 0.0 watts 6.7 occs SPACE LOADS HEATING ------- Jan 12am 70 F DB 38 F DB Btu/hr ------- 23649 0 391 3039 0 0 1386 0 0 0 0 0 0 0 ------- 28464 page 54 of 62 :Date: 9/15/1994 I I lCOMPLY 24 User 1712 Zone 10 COOLING SENSIBLE LATENT -------------- Jul 7pm 78 F DB 50 % RH 78 F DB 62 F WB Btu/hr Btu/hr -------------- 6043 0 30 267 0 0 0 0 0 0 3460 4593 0 1177 942 -------------- 15571 942 Heating AirFlow 1 Cooling AirFlow: 28464 Btu/hr/ (1.08 x 15571 Btu/hr/ [1.08 x 35 F DeltaT)] = 23 F DeltaT)] = 754 cfm 628 cfm TITLE 2~~RT FOR: / " R0't/ omputE}'f 2300 Buildin 2300, Faraday Court Carlsbad PROJECT DESIGNER: Richard Marsch Architect 5411 Avenida Encinas, Ste 120 Carlsbad, CA 92008 (619) 438-4123 REPORT PREPARED BY: Michael Dell DELL CO. 1629 York Drive Vista, CA 92084 (619) 940-0064 Job Number: 091594rm Date: 9/15/1994 The COMPLY 24 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 Building Energy Efficiency Standards. This program developed by Gabel Dodd Associates (510) 428-0803. Table Of Contents for Title 24 Report Cover Page . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 Table of Contents . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 Form ENV-·1 Envelope Certificate of Compliance ....................... 3 Form PERF-1 Performance Compliance Summary .......................... 5 Form ENV-2 Envelope Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 9 ·r,rr-1'/!1"· 1 TG-1. Lighting Certificate of Compliance ........................ 15 Form LTG-2 Lighting Compliance Summary .............................. 17 Form MECH-1 Mechanical Certificate of Compliance .................... 18 Form MECH-2 Mechanical Summary ...................................... 22 Form MECH-3 Mechanical Equipment Summary ............................ 23 Form MECH-4 Mechanical Ventilation .................................. 24 HVAC Zone & Space Loads Summary ..................................... 25 HVAC Equipment Spec Sheets .......................................... 41 CERTIFICATE OF COMPLIANCE (part 1 of 2) Project Name: RDI Computer 2300 ENV-1 page 3 of 46 :Date: 9/15/1994 Address: Building 2300, Faraday Court I I----------Carlsbad Envelope : suildi ng Permit No I I----------Designer: Richard Marsch Architect : checked by/ Date I I Documentation: DELL CO. :coMPLY 24 User 1712 GENERAL INFORMATION a ] a Cl Date of Plans: -1· _1· -1. t Building Conditioned Floor Area: 9796 sf Building Type: Nonresidential Climate Zone: 7 Ph.§:se·-of-··Constr4J(:ti-o-n: --~New Construction O Addition o Alteration Method of Envelope Compliance: Performance -COMPLY 24 v 4.11 STATEMENT OF COMPLIANCE This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Part 6, Chapter 1 and Title 20, Chapter 2, Subchapter 4, Article 1 of the California Code of Regula- tions. This certificate applies only to building envelope requirements. The Principal Envelope Designer hereby certifies that the proposed build- ing 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 envelope requirements contained in sections 110, 116 through 118, and 143 or 149 of Title 24, Part 6, Chapter 1. Please check one: 0 0 I hereby affirm that I am eligible under the prov1s1ons of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a civil engineer or architect. I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section 5537.2 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a licensed contractor preparing docu- ments for work that I have contracted to perform. I affirm that I am eligible under the exemption to Divisdon 8' of.~-t-he _ Business and Professions Code by Section ____ of the _____ Code to sign this document as the person responsible for its preparation; and for the following reason: _______________ _ PRINCIPAL ENVELOPE DESIGNER Richard Marsch Architect (619) 438-4123 a;;AJ_ifk1 (Signature) (z1oJg (Lie. #) (Date) ENVELOPE MANDATORY MEASURES Indicate location on plans of Note Block for Mandatory Measures: A~~._ __ CERTIFICATE OF COMPLIANCE (part 2 of 2) Project Name: RDI Computer 2300 Documentation: DELL CO. OPAQUE SURFACES Assembly Name Const Type Location/Comments 6" Concrete Wall R-11 Mtl Wall/int R-19 Roof -R-17 Rvof / T-bar· ·-J.,,~i·erior _ Ai rwal l Solid Wood Door FENESTRATION Orient Panes ------------- Right (NE) 1 Front (SE) 1 Left (SW) 1 Back (W) 1 Back (W) 1 Frame Type ----- Metal Metal Metal Metal Metal None Metal Wood Wood None None Exterior Shade -----------------------None None None None None OH N N N N N ENV-1 page 4 of 46 lDate: 9/15/1994 I I :coMPLY 24 User 1712 Note to Field Glazing Type -----------------------PPG Greylite 14 PPG Greylite 14 PPG Greylite 14 PPG Greylite 14 PPG Greylite 14 PERFORMANCE COMPLIANCE SUMMARY Project Name: RDI Computer 2300 Documentation: DELL CO. PERF-1 page 5 of 46 :Date: 9/15/1994 I I lCOMPLY 24 User 1712 ANNUAL SOURCE ENERGY USE (KBtu/sqft-yr) Cale: DOE-24 (COMPLIANCE) Energy Component Space Heating Space Cooling HVAC Fans & Pumps Domestic Hot Water Lighting Receptacle Process Standard Design -------- -... -·----~ -9 ... .5.5_ ,-- 19.24 22.60 2.88 44.31 25.48 0.00 -------- TOTALS 124.06 *** BUILDING COMPLIES*** Proposed Design -------- 9.00 17.69 23 .. ~7 3.45 40.66 25.48 0.00 -------- 119.65 OPTIONAL CAPABILITES AND SPECIAL COMPLIANCE INFORMATION Interior Airwall Absorptance Value Entered= 0.000 Compliance Margin ______ .., ____ 0.55 1.55 -0.76 -0.57 3.65 -0.00 0.00 ----------4.41 PERFORMANCE ENVELOPE SUMMARY Project Name: RDI Computer 2300 Documentation: DELL CO. GENERAL INFORMATION BY SPACE Part 1 of 3 Space Name Occupancy ---------------------------------------------Zone 1 Comp Bldg Office Zone 2 Comp Bldg Office Zone 3 . ~ u .. ,41;---Comp Bldg Office -~:A:*r·'M~ 4-Comp Bldg Office Zone 5 Comp Bldg Office Zone 6 Comp Bldg Office Zone 7 Comp Bldg Office Zone 8 Comp Bldg Office Total Flr No 1 1 1 1 1 1 1 1 ENV-2 page 6 of 46 :Date: 9/15/1994 I I :coMPLY 24 User 1712 Floor Display Area Volume Perim. -----------____ .,. ___ 320 2880 0 1228 11052 0 2283 20547 0 339 3051 0 432 3888 0 2441 21969 0 1490 13410 0 1263 11367 0 ----- 9796 PERFORMANCE ENVELOPE SUMMARY Project Name: RDI Computer 2300 Documentation: DELL CO. Part 2 of 3 OPAQUE SURFACES Act Solar Type Area U-Val Azm Tilt Gains Form 3 Reference 40 0.752 32 0.752 320 0.044 320 0.000 290 0.752 32 0.752 1228 0.044 1228 0.000 227 0.752 180 0.752 441 1.176 8 0.752 2283 0.044 2283 0.000 117 0.752 138 0.752 339 0.044 339 0.000 124 0.752 144 1.176 243 1.176 432 0.044 432 0.000 437 0.752 270 0.163 2441 0.044 2441 0.000 267 0.163 1490 0.044 1490 0.000 72 0.163 146 45 56 0 146 45 56 0 146 225 Int 45 56 0 146 225 56 0 225 Int Int 56 0 291 0 56 0 0 56 0 0 146 90 90 22 180 90 90 22 ..1.80 90 90 90 90 22 180 90 90 22 180 90 90 90 22 180 90 90 22 180 90 22 Yes Yes Yes No Yes Yes Yes No · Yes Yes No Yes Yes No Yes Yes Yes No Yes No No Yes No Yes Yes Yes No Yes Yes 6" Concrete iJal l 6 11 Concrete Wall R-19 Roof/ T-bar Undefined Covered Slab 6 11 Concrete Wall 6" Concrete Wall R-19 Roof/ T-bar Und6f i r1-e,d Covere"d--s-1 ab 6" Concrete Wall 6 11 Concrete Wall Interior Airwall 6" Concrete Wall R-19 Roof/ T-bar Undefined Covered Slab 6 11 Concrete Wall 6 11 Concrete Wall R-19 Roof/ T-bar Undefined Covered Slab 6 11 Concrete Wall Interior Airwall Interior Airwall R-19 Roof/ T-bar Undefined Covered Slab 6" Concrete Wall R-11 Mtl Wall/int R-19 Roof/ T-bar Undefined Covered Slab R-11 Mtl Wall/int R-19 Roof/ T-bar Undefined Covered Slab R-11 Mtl Wall/int 6 11 Concrete Wall ENV-2 page 7 of 46 :Date: 9/15/1994 I I lCOMPLY 24 User 1712 Location/Comments Zone 1 Zone 1 Zone Zone Zone Zone Zone Zone 1 1 2 2 2 2 Zone 3 Zone 3 Zone 3 Zone 3 Zone Zone 3 3 4 4 Zone Zone Zone 4 Zone 4 Zone Zone Zone Zone Zone Zone Zone Zone Zone Zone Zone Zone Zone Zone Wall Wall Roof Slb Wall Wall Roof Slb Wall Wall Wall Wall Roof Slb Wall Wall Roof Slb Wall Wall Wall Roof Slb Wall Wall Roof Slb Wall Roof Slb Wall Wall Wall Wall Wall Roof Slb 8 0.752 351 0.163 228 0.752 162 0.163 0 45 0 56 0 180 90 90 90 90 90 22 No Yes Yes Yes Yes Yes Yes R-11 Mtl Wa1I/fnt-- 6" Concrete Wall R-11 Mtl Wall/int --,.:., __ zone 5 5 5 5 5 6 6 6 6 7 7 7 8 8 a 8 8 8 8 ---- 1263 0.056 1263 0.000 180 No R-19 Roof Undefined Covered Slab Zone Zone Zone Zone ' -. PERFORMANCE ENVELOPE SUMMARY Project Name: RDI Computer 2300 Documentation: DELL co. Part 3 of 3 ENV-2 page 8 of 46 FENESTRATION SURFACES # Type Area Frame Div U-Val ---------------------------- 1 Wdw Front ( SE )140 .0 Metal No 1.19 2 Wdw Right ( NE )112 .0 Metal No 1.19 3 Wdw Front ( SE )140 .0 Metal No 1.19 4 Wdw Front (SE) 56.0 Metal No 1.19 5 Wdw Right ( NE )112 .0 Metal No 1.19 6 Wdw Front (SE) 70.0 Metal No 1.19 7 Wdw Right (NE) 28 .O Metal No 1.19 8 Wdw Left (SW)105.0 Metal No 1.19 -9 ·'Wdw-~t'e-ft ·---c SW ) 119 . O Metal No 1.19 ·fff...-.M..-fw Back_. ( W) 70.0 Metal No 1.19 1+ Wdw Back (W) 24.0 Metal No 1.25 12 Wdw Front (SE) 28. 0 Metal No 1.19 13 Wdw Right (NE) 42.0 Metal No 1.19 OVERHANGS/SIDE FINS --Window-------Overhang------ # Type Ht Wd Len Ht LExt RExt ---------------- SC Act Glass Azm Tilt Only ----- 146 90 0.65 45 90 0.65 146 90 0.65 146 90 0.65 45 90 0.65 146 90 0.65 45 90 0.65 225 90 0.65 225 90 0.65 291 90 0.65 291 90 0.65 146 90 0.65 45 90 0.65 lDate: 9/15/1994 I I :coMPLY 24 User 1712 Location/Comments --------------------- Zone 1 Zone 1 Zone 2 Zone 2 Zone 2 Zone 3 Zone 3 Zone 4 Zone 5 Zone "6 Zone 6 Zone 8 Zone 8 ---Left Fin------Right Fin-- Dist Len Ht Dist Len Ht ------------------------ PROPOSED CONSTRUCTION ASSEMBLY Project Name: RDI Computer 2300 Documentation: DELL CO. COMPONENT DESCRIPTION ---: -,.-_ -- I I I I I I Sketch of Construction Assembly ASSEMBLY U-VALUE Construction Components Outside Air Film 1. Concrete, 140 lb, Not Dried 2. 3. 4. 5. 6. 7. 8. 9. Inside Air Film ADJUSTMENT FOR FRAMING ENV-3 page 9 of 46 :Date: 9/15/1994 I I :coMPLY 24 User 1712 Assembly Name: 6" Concrete Wall Assembly Type: Wall Assembly Tilt: 90 deg (Vertical) Framing Material: None Framing Spacing: II O .c • F~ami~g-Percent~ 0.0 % Absorptivity: 0.70 Roughness: Concrete, Asph. Shingles Fr Th (in) 6.000 Unadjusted R-Values R-Value Cavity Frame 0 .. 17 0.48 0.68 1.33 0 .17 0.48 0.68 1.33 (1 / 1.33) X (1.00) + (1 / 1.33) X (0.00) = 0.752 Weight: Heat Capacity: 70.0 lb/sqft 15.40 TOTAL U-VALUE = 0.752 ---------- TOTAL R-VALUE = 1.33 ---------- PROPOSED CONSTRUCTION ASSEMBLY ENV-3 page 10 of 46 _______________________ ,,.__ ___ ------------------------------------------ Project Name: RDI Computer 2300 lDate: 9/15/1994 I I Documentation: DELL co. :coMPLY 24 User 1712 COMPONENT DESCRIPTION Sketch of Construction Assembly ASSEMBLY U-VALUE Construction Components Outside Air Film 1. Gypsum or Plaster Board 2. Insulation, Mineral Fiber, 3. Gypsum or Plaster Board 4. 5. 6. 7. 8. 9. Inside Air Film R-11 Assembly Name: R-11 Mtl Wall/int Assembly Type: Wall Assembly Tilt: 90 deg (Vertical) Framing Material: Metal F1-ami ng Spacing: II O .c • Framing Percent: 15.0 % Absorptivity: 0.70 Roughness: Stucco, Wood Shingles Th (in) R-Value Fr Cavity Frame • _,a ·o :-6·.?5 * 3.500 0.625 Unadjusted R-Values 0 .17 _, O . ..S&- 11.00 0.56 0.68 12.98 TOTAL U-VALUE = TOTAL R-VALUE = 0 .17 -· 0_5_6 11.00 0.56 0.68 0.00 0 .163 ---------- 6 .12 ---------- Weight: Heat Capacity: 5.4 lb/sqft 1.38 PROPOSED CONSTRUCTION ASSEMBLY Project Name: RDI Computer 2300 Documentation: DELL CO. COMPONENT DESCRIPTION Sketch of Construction Assembly ASSEMBLY U-VALUE Construction Components Outside Air Film 1. Roofing, Built-Up 2. Plywood 3. Insulation, Mineral Fiber, R-19 4 • 5. 6. 7. 8. 9. Inside Air Film ADJUSTMENT FOR FRAMING ENV-3 page 11 of 46 :oate: 9/15/1994 I I :coMPLY 24 User 1712 Assembly Name: R-19 Roof Assembly Type: Roof Assembly Tilt: 22 deg (Tilted Up) Framing Spacing: II O .c • Framing Percent: 10.0 % Absorptivity: 0.70 Roughness: Concrete, Asph. Shingles Fr Th (in) 0.375 0.500 * 6.000 Unadjusted R-Values R-Value Cavity Frame 0 .17 0.33 0.62 19.00 0.61 20.73 0 .17 0.33 0.62 5.94 0.61 7.67 (1 /20.73) X (0.90) + (1 / 7.67) X (0.10) 0.056 Weight: Heat Capacity: 5.6 lb/sqft 1.90 TOTAL U-VALUE = 0.056 ---------- TOTAL R-VALUE = '~'1°1/'-;7'1 · ---------- PROPOSED CONSTRUCTION ASSEMBLY Project Name: RDI Computer 2300 Documentation: DELL CO. COMPONENT DESCRIPTION Sketch of Construction Assembly -_.,,._..-...- Construction Components Outside Air Film 1. Roofing, Built-Up 2. Plywood 3. Air· Space 4. Insulation, Mineral Fiber, R-19 5. Acoustical Tile, Interior Finish 6. 7. 8. 9. Inside Air Film ENV-3 page 12 of 46 :oate: 9/15/1994 I I :coMPLY 24 User 1712 Assembly Name: R-19 Roof/ T-bar Assembly Type: Roof Assembly Tilt: 22 deg (Tilted Up) Framing Material: Wood Framing Spacing: II O .c. Framing Percent: 10.0 % Absorptivity: 0.70 Roughness: C9ncrete, Asph. Shingles Fr Th (in) 0.375 0.500 12.000 6.000 0.500 R-Value Cavity FY-ame 0 .17 0 .17 0.33 0.33 0.62 0.62 0.80 0.80 19.00 19.00 1.43 1.43 Unadjusted R-Values 0.61 22.96 0.61 22.96 ADJUSTMENT FOR FRAMING (1 /22.96) X (0.90) + (1 /22.96) X (0.10) = 0.044 Weight: Heat Capacity: 4.5 lb/sqft 1.43 TOTAL U-VALUE = 0.044 ===== TOTAL R-VALUE = 22.96 ===== PROPOSED CONSTRUCTION ASSEMBLY Project Name: RDI Computer 2300 Documentation: DELL CO. COMPONENT DESCRIPTION Sketch of Construction Assembly ASSEMBLY U-VALUE Construction Components Assembly Assembly Assembly Framing Framing Framing ENV-3 page 13 of 46 :Date: 9/15/1994 ---- 1 I tcOMPLY 24 User 1712 Name: Interior Airwall Type: Wall Tilt: 90 deg (Vertical) Material: None Spacing: II 0 .c. Percent: 0.0 ~ " Absorptivity: 0.00 Roughness: Stucco, Wood Shingles Fr Th (in) R-Value Cavity Frame ------------------------------------------------------------------------~---Outside Air Film 0.17 0 .17 1 " 2. :;I " 4. 5. 6. 7. 8. 9. Inside Air Film 0.68 0.68 ------------------------------------------------------------0------------Unadjusted R-Values 0.85 ADJUSTMENT FOR FRAMING (1 / 0.85) X (1.00) + (1 / 0.85) X (0.00) Weight: Heat Capacity: o.o lb/sqft 0.00 :::::: 1.176 TOTAL U-VALUE = TOTAL R-VALUE = 0.85 1.176 ===== 0.85 ===== PROPOSED CONSTRUCTION ASSEMBLY ENV-3 page 14 of 46 ---------------------------------------------------------------------------Project Name: RDI Computer 2300 Documentation: DELL CO. COMPONENT DESCRIPTION I. I I I I I I I I I I • .l I I I I I Sketch of Construction Assembly ASSEMBLY U-VALUE Construction Components Outside Air Film 1. Softwood, Douglas Fir-Larch 2. 3. 4. 5. 6. 7. 8. 9. Inside Air Film ADJUSTMENT FOR FRAMING Assembly Assembly Assembly Framing Framing Framing :Date: 9/15/1994 I I :coMPLY 24 user 1712 Name: Solid Wood Door Type: Door Tilt: 90 deg (Vertical) Material: None Spacing: II o.c. Percent: 0.0 !:l.:: 0 Absorptivity: 0.70 Roughness: Glass, Paint on Pine Fr Th (in) 1.750 Unadjusted R-Values R-Value Cavity Frame 0 .17 1.73 0.68 2.58 0 .17 1.73 0.68 2.58 (1 / 2.58) X (1.00) + (1 / 2.58) X (0.00) = 0.387 Weight: Heat Capacity: 5.1 lb/sqft 1.99 TOTAL U-VALUE = TOTAL R-VALUE:::: 0.387 ---------- 2.58 ---------- CERTIFICATE OF COMPLIANCE (part 1 of 2) Project Name: RDI Computer 2300 · ---·· Address: Building 2300, Faraday Court Carlsbad Lighting Designer: Progressive Electrical Documentation: DELL CO. LTG-1 page 15 of 46 lDate: 9/15/1994 l '----------:Building Permit No I , _________ _ :checked by I Date l I :coMPLY 24 User 1712 --------------------------------------------------------------------------- GENERAL INFORMATION Date of Plans:______ Building Conditioned Floor Area: 9796 sf Building Type: Nonresidential Climate Zone: 7 Phase of Construction: /New ·Construction o Addition O Alteration Method of Lighting Compliance: Performance -COMPLY 24 v 4.11 STATEMENT OF COMPLIANCE This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Part 6, Chapter 1 and Title 20, Chapter 2, Subchapter 4, Article 1 of the California Code of Regula- tions. This certificate applies only to building lighting requirements. The Principal Lighting Designer hereby certifies that the proposed build- ing 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-mecet.:..t.b,s .l.i.g.hting requirements contained in sections 110, 119, 130 through 132 and 146 or 149. Please check one: O 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 a civil engineer electrical engineer or architect. O I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section 5537.2 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a licensed contractor preparing docu- ments for work that I have contracted to perform. 0 I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section ____ of the _____ Code to sign this document as the person responsible for its preparation; and for the following reason=----------------· PRINCIPAL LIGHTING DESIGNER /)_~ j /';/IM- Progressive Electrical ( ~ Ct4tf:>!, 't •\Cf·~ ( 619) 741-1593 (Signat,ur~ (Lie. #) (Date) LIGHTING MANDATORY MEASURES Indicate location on plans of Note Block for Mandatory Measures: A· q CERTIFICATE OF COMPLIANCE (part 2 of 2) Project Name: RDI Computer 2300 Documentation: DELL CO. INSTALLED LIGHTING SCHEDULE No of Name Lamp Type Lamps ----------------------- Fluorescent 3 Fluorescent 3 Incandescent 1 MANDATORY AUTOMATIC CONTROLS Control Watts/ Ballast Lamp Type ---------------- 29 Standard 29 Standard 75 n/a LTG-1 page 16 of 46 : Date: -9/15/1994 I I :coMPLY 24 User 1712 Ballasts/ No of Note to Luminaire Fixt. Field --------------------- 1.5 116 2.0 7 n/a 2 Control Location ID Control Type Space Controlled Note to Field CONTROLS FOR CREDIT Control Control Location ID Control Type Space Controlled Note to Field -----------------~-----,-·--fl'<'t,( --~~--------------------------------------------- LIGHTING COMPLIANCE SUMMARY Project Name: ROI Computer 2300 Documentation: DELL CO. ACTUAL LIGHTING POWER Name Description No of Lumin LTG-2 page 17 of 46 :oate: 9/15/1994 I I :coMPLY 24 User 1712 Watts per Default Total Watts --------------------------------------------------------------- 48" T-12 Low Watt 48" T-12 Low Watt 75 w Surface Mount /3 Lamp (Tandem) /3 Lamp (Not Tndm) Incandescent 116 7 2 108.0 115.0 75.0 12528 805 150 Sub Total 13483 Less Control Credits (LTG-3) O Total Proposed Watts 13483 * If not CEC Default value, please provide supporting documentation. MODELLED LIGHTING POWER BY SPACE Modelled Floor LPD Total Tailored Space Name Occupancy -Area ·-·'('w/sf) (watts) (watts) -----------------------------------.------------____ ..,. __ -------------- Zone 1 Comp Bldg Office 320 1.350 432 0 Zone 2 Comp Bldg Office 1228 1.407 1728 0 Zone 3 Comp Bldg Office 2283 1.381 3153 0 Zone 4 Comp Bldg Office 339 0.976 331 0 Zone 5 Comp Bldg Office 432 1.500 648 0 Zone 6 Comp Bldg Office 2441 1.463 3571 0 Zone 7 Comp Bldg Office 1490 1.270 1892 0 Zone 8 Comp Bldg Office 1263 1.368 1728 0 ------------------------- TOTALS 9796 1.376 13483 0 * Note: Tailored Allotment requires supporting documentation on form LTG-4. CERTIFICATE OF COMPLIANCE (part 1 of 3) Project Name: RDI Computer 2300 MECH-1 page 18 of 46 :Date: 9/15/1994 Address: Building 2300, Faraday Court I '----------Carlsbad Mechanical Designer: West Air Mechanical -Do·cumentati-,rn-: DELL co . : Building Permit No I , _________ _ :checked by/ Date I I lCOMPLY 24 User 1712 ·~-~------------------------------------.. ---------------·-. ..,__ __ """"'" _________ _ GENERAL INFORMATION Date of Plans:______ Building Conditioned Floor Area: 9796 sf Building Type: Nonresidential Climate Zone: 7 Phase of Construction: ~ New Construction o Addition o Alteration Method of Mechanical Compliance: Performance -COMPLY 24 v 4.11 Proof of Envelope Compliance: O Previous Permit ?Compliance Attached STATEMENT OF COMPLIANCE This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Part 6, Chapter 1 and Title 20, Chapter 2, Subchapter 4, Article 1 of the California Code of Regula- tions. This certificate applies only to building mechanical requirements. The Principal Mechanical Designer hereby certifies that the proposed build- ing 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 sections 110 through 115, 120 through 124, 140 through 142,144 and 145. Please check one: O 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 ·1 ""'el:m·-a· -·civi-:.l--er:rgi n-eer _ mechanical engineer or architect. O I affirm that I am eligible under the exempt{on to Division 3 of the Business and Professions Code by Section 5537.2 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a licensed contractor preparing docu- ments for work that I have contracted to perform. O I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section ____ of the -----Code to sign this document as the person responsible for its preparation; and for the following reason: ______________ _ PRINCIPAL MECHANICAL DESIGNER West Air Mechanical (619) 630-6411 ~ ~ C,,1°f·°l~ (Signature) (Lie. #) (Date) MECHANICAL MANDATORY MEASURES O Indicate location on plans of Note Block for Mandatory Measures: CJC-~ CERTIFICATE OF COMPLIANCE (part 2 of 3) Project Name: RDI Computer 2300 Documentation: DELL CO. SYSTEM FEATURES Zone Name Zone 1 Time Control _,,So,:;_. __ Setback Control None # of Isolation Zonesn/a HP Thermostat Yes Electric Heat 0.0 KW Fan Control Constant Volume VAV Min Position n/a Simul. Heat/Cool n/a Heat Supply Reset Constant Temp Cool Supply Reset Constant Temp Ventilation C OA Damper Control 6:r- Economizer Type No Economizer Outdoor Air CFM 48 Heat Equip Type Heat Pump MECH-1 page 19 of 46 :Date: 9/15/1994 I I :coMPLY 24 User 1712 Zone 2 s None n/a Yes 0.0 KW Constant Volume n/a n/a Constant Temp Constant Temp C No Economizer 184 Heat Pump Note to Field Make & Model No. CARRIER SOHS-024---301-CARRIER 50LJQ00562 DX Cool Equip Type DX Make and Model Z:tH1<?;; -t:..ta-m,e 7• ·"-Zone 3 Time -Control S Setback Control None # of Isolation Zonesn/a HP Thermostat Yes Electric Heat 0.0 KW Fan Control Constant Volume VAV Min Position n/a Simul. Heat/Cool n/a Heat Supply Reset Constant Temp Cool Supply Reset Constant Temp Ventilation C OA Damper Control --~_,,.,..- Economizer Type No Economizer Outdoor Air CFM 342 Heat Equip Type Heat Pump Make & Model No. CARRIER 50LJQ006-6 Cool Equip Type DX Make and Model Code Tables Tim.e Control s:Prog switch o:occ Sensor M:Man Timer Ventilation B:Air Balance c:oA cert. M:OA Measure D:Demand Cont N:Natural Zone 4 -5._,,. __ _ None n/a Yes 0.0 KW Constant Volume n/a n/a Constant Temp Constant Temp C No Economizer 51 Heat Pump CARRIER SOHS-018---301- DX OA Damper A:Auto G :G1·avity 0.-E:R-::rJ;:F'!C-A"TE OF_ COMPLIANCE ( part 2 of 3) Project Name: RDI Computer 2300 Documentation: DELL co. MECH-1 page 20 of 46 IDate: 9/15/1994 I I :coMPLY 24 User 1712 SYSTEM FEATURES Zone Name Time Control Setback Control # of Isolation HP Thermostat Electric Heat Zone 5 9 None Zonesn/a Yes 0.0 KW Fan Control VAV Min Position Simul. Heat/Cool Heat Supply Reset Cool Supply Reset Ventilation Constant Volume n/a n/a Constant Constant C Temp Temp Zone 6 s None n/a Yes 0.0 KW Constant Volume n/a n/a Constant Temp Constant Temp C c:::,-OA Damper Control Economizer Type outdoor ,ti i r CFM Heat Equip Type Make & Model No. Cool Equip Type Make and Model No Economizer 6.$ No Economizer · -:366 Heat Pump Heat Pump· CARRIER SOHS-024---301- DX CARRIER 50LJQ006-6 DX Zone Name Zone 7 Time Control 5 ----Setback Control None # of Isolation Zonesn/a HP Thermostat Yes Electric Heat 0.0 KW Fan Control Constant Volume VAV Min Position n/a Simul. Heat/Cool n/a Heat Supply Reset Constant Temp Cool Supply Reset Constant Temp Ventilation C ----OA Damper Control G-- Zone 8 5 None n/a Yes 0.0 KW Constant Volume n/a n/a Constant Temp Constant Temp C z:;::. Economizer Type No Economizer No Economizer Outdoor Air CFM 224 189 Heat Equip Type Heat Pump Heat Pump Make & Model No. CARRIER 50LJQ00462 CARRIER 50LJQ00562 Cool Equip Type DX ---------"-·· -·--t;t~ .... ·--· Make and Model Code Tables Time Control s:Prog Switch o:occ Sensor M:Man Timer Ventilation s:Air Balance c:oA cert. M:OA Measure o:oemand Cont N:Natural OA Damper A:Auto G:Gravity Note to Field CERTIFICATE OF COMPLIANCE (part 3 of 3) Project Name: RDI Computer 2300 Documentation: DELL CO. DUCT INSULATION System Name Type Duct Location -------------------------------------------------CARRIER SOHS-024---301-Heating Ducts in Attic Cooling Ducts in Attic CARRIER 50LJQ00562 Heating Ducts in Attic Cooling Ducts in Attic CARRIER 50LJQ006-6 Heating Ducts in Attic Cooling Ducts in Attic CARRIER SOHS-018---301-Heating Ducts in Attic Coolin·g· Ducts in ·Atti-c CARRIER SOHS-024---301-Heating Ducts in Attic Cooling Ducts in Attic CARRIER 50LJQ006-6 Heating Ducts in Attic Cooling Ducts in Attic CARRIER 50LJQ00462 Heating Ducts in Attic Cooling Ducts in Attic CARRIER 50LJQ00562 Heating Ducts in Attic Cooling Ducts in Attic PIPE INSULATION Insul System Name Pipe Type Required ------------------------------------------ Domestic Hot Water f)/ N NOTES TO FIELD -For Building Department Use Only MECH-1 page 21 of 46 :oate: 9/15/1994 I I lCOMPLY 24 User 1712 Duct Tape Insul Note to Allowed R-Val Field ------------ y N 4.2 y N 4. :2: y N 4.2 y N 4.2 y N 4.2 y N 4.2 y N 4.2 y N 4.2 y / N 4.2 y / N 4.2 y / N 4.2 y / N 4.2 y / N 4.2 y / N 4.2 y / N 4.2 y / N 4.2 Note to Field ------- MECHANICAL EQUIPMENT ZONING SUMMARY Project Name: RDI Computer 2300 Documentation: DELL CO. $ \'S TEMf'Z'ON"I"t'1G ·-suMMA RY --.........;:!!.', Zone/Spaces Served Central/Zonal System --------------------------------------------------Zone 1 CARRIER 50HS-024---301- Zone 1 Zone 2 CARRIER 50LJQ00562 Zone 2 Zone 3 CARRIER 50LJQ006-6 Zone 3 Zone 4 CARRIER SOHS-018---301- Zone 4 Zone 5 CARRIER SOHS-024---301- Zone 5 Zone 6 CARRIER 50LJQ006-6 Zone 6 Zone 7 CARRIER 50LJQ00462 Zone 7 Zone 8 CARRIER 50LJQ00562 Zone 8 MECH-2 page 22 of 46 :Date: 9/15/1994 I I JCOMPLY 24 User 1712 No System Type Sys ----------------Packaged Heat Pump 1 Packaged Heat Pump 1 Packaged Heat Pump 1 Packaged Heat Pump 1 Packaged Heat Pump 1 Packaged Heat Pump 1 Packaged Heat Pump 1 Packaged Heat Pump 1 MECHANICAL EQUIPMENT SUMMARY MECH-3 page 23 of 46 -~-·· ----------------------------------------------------------------------[Date: 9/15/1994 I I • Documentation: DELL CO. :coMPLY 24 User 1712 PLANT EQUIPMENT SUMMARY Fuel Elec Total No. Input Input Output Equipment Name Equipment Type Sys ( KBtu) (KW) ( KBtu) ------------------------------------------------------------ AO SMITH DSE-030 ( SE) Electric Res 1 0.0 12.0 40.9 CENTRAL SYSTEM SUMMARY Sys No No System Name System Type Sys Economizer Type ----------------------------------------------------------------- 1 CARRIER SOHS-018---301-Packaged Heat Pu 1 No Economizer 2 CARRIER SOHS-024---301-Packaged Heat Pu 2 No Economizer 3 CARRIER 50LJ0006-6 Packaged Heat Pu 2 No Economizer 4 CARRIER 50LJQ00562 Packaged Heat Pu 2 No Economizer 5 CARRIER 50LJQ00462 Packaged Heat Pu 1 No Economizer CENTRAL SYSTEM RATINGS Sys -------Heating ----------------------------------Cooling ----------No Type Output Aux KW EFF Type Output --------------------------------.,.,., ______ 1 Heat Pump 17800 0.0 6.60 DX 19000 2 Heat Pump 23600 --·· ~,o-~o-€, .60-DX _24000 3 Heat Pump 60500 0.0 7.20 DX 58000 4 Heat Pump 47.000 0.0 7.00 DX 47000 5 Heat Pump 35200 0.0 6.80 DX 36400 CENTRAL FAN SUMMARY------------Supply Fan----------- Sys Mtr Drv No Fan Type Motor Location CFM BHP Eff Eff 1 Constant Volume Draw-Through 2 Constant Volume Draw-Through 3 Constant Volume Draw-Through 4 Constant Volume Draw-Through 5 Constant Volume Draw-Through 675 900 2000 1600 1200 0.33 0.33 1.00 0.75 0.50 64 100 64 100 79 100 72 100 70 100 Sensible EER SEER ------------------ 13300 9 .10 10.00 16800 8.60 10.00 40600 8.70 9.00 32900 9 .10 10.00 25480 9.40 10.00 Return Fan Mtr Drv CFM BHP Eff Eff None None None None None ZONAL FAN SUMMARY Space Name Zone 7 None ---------Zonal Fan Mtr No CFM BHP Eff ------------Exhaust Fan Drv Mtr Eff No CFM BHP Eff Drv Eff None 1 900 0.33 64 100 MECHANICAL VENTILATION MECH-4 page 24 of 46 ---------------------------------------------------------------------------Project Name: RDI Computer 2300 Documentation: DELL CO. :Date: 9/15/1994 I I : COMPL '.' .2·4·· U::.-e1· 1712 --~------------------------------------------------------------------------ VENTILATION SUMMARY ·BY SPACE Tran Floor sqft CFM Min Design sfer Space Name T Occupancy Area /0cc /0cc CFM CFM CFM ------------------------------------------------ Zone 1 Comp Bldg 0ffi 320 250 37.5 48 48 Zone 2 Comp Bldg 0ffi 1228 250 37.5 184 184 Zone 3 Comp Bldg 0ffi 2283 250 37.5 342 342 Zone 4 Comp Bldg 0ffi 339 250 37.5 51 51 Zone 5 Comp Bldg 0ffi 432 250 37.5 65 65 Zone 6 Comp Bldg 0ffi 2441 250 37.5 366 366 Zone 7 Comp Bldg 0ffi 1490 250 37.5 224 224 Zone 8 Comp Bldg 0ffi 1263 250 37.5 189 189 ------ TOTALS 1469 1469 Note: If Tailored (T=*), user must document sqft/0cc and/or CFM/0cc values. l - HVAC ZONE HEATING & COOLING LOAD SUMMARY page 25 of 46 Project Name: RDI Computer 2300 :Date: 9/15/1994 I I Documentation: DELL co. :coMPLY 24 User 1712 -------------------------------------~-.... . . -~~-:.::.....:.: ____________ --. ----------------- HVAC ZONE DESCRIPTION HVAC Zone Name: Heating System Name: Cooling System Name: System Multiplier: Fan Schedule: Peak Load Method: Relative Humidity: SPACES IN THIS ZONE Zone 1 PEAK (Jan 12am) TOTAL SPACE LOAD Duct Gains & Losses: Ventilation: ( 48 CFM) Return Air Lighting Gain TOTAL SYSTEM LOAD SYSTEM OUTPUT AT DESIGN CONDITIONS HEATING 13006 13006 1301 1656 15963 19346 Zone 1 CARRIER 50HS-024---301- 1 All On Load Cales COINCIDENT 50 % COOLING PEAK SENSIBLE -------- ( Aug 11am) 10810 -------- 10810 1081 155 0 -------- 12046 17376 LATENT ------ 51 ------ 51 61 ------ 112 8347 NOTE: The TOTAL SYSTEM LOAD shown represents the minimum size equipment ·whi·cn-wiil heat or cool this zone during the design conditions indicated. Th".:::;.~e nu:mbers include no safety factor, and the HVAC contractor should oversize by a reasonable margin to account for variations in weather conditions and the pick-up capacity required to bring the zone to temper- ature as a result of a setback thermostat. Those responsible for final equipment selection should note that Sensible and Latent Cooling Loads are indicated to allow for accurate comparison with manufacturer's output data. SPACE HEATING & COOLING LOAD SUMMARY Project Name: RDI Computer 2300 Documentation: DELL CO. SUMMARY OF PEAK HOUR LOADS FOR SPACE Space Name: DESIGN CONDITIONS Peak Hour: Indoor Conditions: Outdoor Conditions: LOAD COMPONENT Wall -Coriatiet.ion-. - Window Conduction Door Conduction Roof Conduction Skylight Conduction Floor Conduction Slab Conduction Interior Conduction Infiltration Solar Gain Lighting Receptacle Process Occupants Quantity 72.0 sqft 252.0 sqft 0.0 sqft 320.0 sqft o.o sqft o.o sqft 320.0 sqft 0.0 sqft 0.5 AC/hr 252.0 sqft 432.0 watts 320.0 watts 0.0 watts 1.3 occs SPACE LOADS page 26 of 46 :oate: 9/15/1994 I I :coMPLY 24 User 1712 Zone 1 COOLING HEATING SENSIBLE LATENT Jan 12am 70 F DB 38 F DB Btu/hr 1732 9·596 0 446 0 0 1232 0 0 0 0 0 0 0 13006 Aug 11am 78 F DB 81 F DB 50 % RH 65 F WB Btu/hr Btu/hr 541 249 0 15 0 0 0 0 0 9468 145 328 0 64 10810 51 51 Heating Airflow: Cooling AirFlov~= 13006 Btu/hr/ [1.08 x 10810 Btu/hr/ [1.08 x 35 F DeltaT)] = 23 F DeltaT)] = 345 cfm 436 cfm HVAC ZONE HEATING & COOLING LOAD SUMMARY Project Name: RDI Computer 2300 Documentation: DELL CO. HVAC ZONE DESCRIPTION HVAC Zone Name: Heating System Name: Cooling System Name: System Multiplier: Fan Schedule: Peak Load Method: Relative Humidity: SPACES IN THIS ZONE PEAK Zone 2 ( Jan 12am) TOTAL SPACE LOAD Duct Gains & Losses: Ventilation: ( 184 CFM) Return Air Lighting Gain TOTAL SYSTEM LOAD SYSTEM OUTPUT AT DESIGN CONDITIONS I HEATING 23883 23883 2388 6356 32627 38528 page 27 of 46 lDate: 9/15/1994 I I lCOMPLY 24 User 1712 Zone 2 CARRIER 50LJQ00562 1 All On Load Cales COINCIDENT 50 % COOLING PEAK SENSIBLE --------( Aug Noon) 18161 -------- 18161 1816 794 0 -------- 20771 33945 LATENT _,.. _____ 196 ------ 196 235 ------ 431 16180 NOTE: The TOTAL SYSTEM LOAD shown represents the m1n1mum size equipment which will heat or cool this zone during the design conditions indicated. These numbers include no safety factor, and the .HV.ACc=::o,ntr1:tct.o:r shoul·d oversize by a ·reasonable·· margin to account for variations in weather conditions and the pick-up capacity required to bring the zone to temper- ature as a result of a setback thermostat. Those responsible for final equipment selection should note that Sensible and Latent Cooling Loads are indicated to allow for accurate comparison with manufacturer~s output data. 1 _.,._ SPACE HEATING & COOLING LOAD SUMMARY Project Name: RDI Computer 2300 Documentation: DELL CO. SUMMARY OF PEAK HOUR LOADS FOR SPACE Space Name: DESIGN CONDITIONS -------------------- Peak Hour: Indoor Conditions: Outdoor Conditions: LOAD COMPONENT Quantity ---------------------------------Wall Conduction 322.0 sqft Window C.z;er:iduct. i-0-n soe . o -sqft · --- Door Conduction 0.0 sqft Roof Conduction 1228.0 sqft Skylight Conduction 0.0 sqft Floor Conduction 0.0 sqft Slab Conduction 1228.0 sqft Interior Conduction 0.0 sqft Infiltration 0.5 AC/hr Solar Gain 308.0 sqft Lighting 1728.0 watts Receptacle 1228.0 watts Process 0.0 watts Occupants 4.9 occs SPACE LOADS HEATING ------- Jan 12am 70 F DB 38 F DB Btu/hr ------- 7747 11729 0 1712 0 0 2695 0 0 0 0 0 0 0 ------- 23883 page 28 of 46 :Date: 9/15/1994 I I :coMPLY 24 User 1712 Zone 2 COOLING SENSIBLE LATENT -------------- Aug Noon 78 F DB 50 % RH 82 F DB 66 F WB Btu/hr Btu/hr -------------- 3495 534 0 154 0 0 0 0 0 11960 516 1257 0 246 196 -------------- 18161 196 Heating Airflow: Cooling Airflow: 23883 Btu/hr/ [1.08 x 18161 Btu/hr/ [1.08 x 35 F DeltaT)] = 23 F DeltaT)] = 633 cfm 732 cfm HVAC ZONE HEATING & COOLING LOAD SUMMARY Project Name: RDI Computer 2300 Documentation: DELL CO. HVAC ZONE DESCRIPTION HVAC Zone Name: Heating System Name: Cooling System Name: System Multiplier: Fan Schedule: Peak Load Method: Relative Humidity: SPACES IN THIS ZONE Zone 3 PEAK (Jan 12am) TOTAL SPACE LOAD Duct Gains & Losses: Ventilation: ( 342 CFM) Return Air Lighting Gain TOTAL SYSTEM LOAD SYSTEM OUTPUT AT DESIGN CONDITIONS HEATING 19093 19093 1909 11816 ------- 32818 49594 page 29 of 46 :Date: 9/15/1994 I I :coMPLY 24 User 1712 Zone 3 CARRIER 50LJQ006-6 1 All On Load Cales COINCIDENT 50 % COOLING PEAK SENSIBLE LATENT ( Jul 7pm) 19300 19300 1930 0 0 -------- 21230 42296 1278 1278 437 ------ 1715 20789 NOTE: The TOTAL SYSTEM LOAD shown represents the minimum size equipment which will heat or cool this zone during the design conditions indicated. These numbers include no safety factor, and the HVAC contractor should oversize by a reasonable margin to account for variations in weather --·co11ditio0As<11 nd the pick-up capacity required to bring the zone to temper- ature as a result of a setback thermostat. Those responsible for final equipment selection should note that Sensible and Latent Cooling Loads are indicated to allow for accurate comparison with manufacturer's output data. SPACE HEATING & COOLING LOAD SUMMARY Project Name: RDI Computer 2300 Documentation: DELL CO. SUMMARY OF PEAK HOUR LOADS FOR SPACE Space Name: DESIGN CONDITIONS -------------------- Peak Hour: Indoor Conditions: Outdoor Conditions: LOAD COMPONENT Quantity ---------------------------------Wall Conduction 415.0 sqft Window Conduction 98.0 sqft Door Conduction 0.0 sqft Roof Conduction 2283.0 sqft Skylight Conduction 0.0 sqft Floor Conduction 0.0 sqft Slab Conduction 2283.0 sqft Interior Conduction 0.0 sqft Infiltration 0.5 AC/hr Solar Gain 98.0 sqft Lighting 3153.0 watts Receptacle 2283.0 watts Process 0.0 watts Occupants 9.1 occs SPACE LOADS HEATING ------- Jan 12am 70 F DB 38 F DB Stu/hr ------- 9985 3732 0 3182 0 0 2195 0 0 0 0 0 0 0 ------- 19093 page 30 of 46 :Date: 9/15/1994 I I :coMPLY 24 user 1712 Zone 3 COOLING SENSIBLE LATENT -------------- Jul 8pm 78 F DB 50 % RH 77 F DB 61 F WB Btu/hr Btu/hr -------------- 3671 -7 0 _: 171 0 0 0 0 -0 1385 5643 7013 0 1598 1278 -------------- 19474 1278 Heating AirFlow: Cooling AirFlow: 19093 Btu/hr/ [1.08 x 35 F DeltaT)] = 19474 Btu/hr/ [1.08 x 23 F DeltaT)] = 506 cfm 785 cfm HVAC ZONE HEATING & COOLING LOAD SUMMARY Project Name: RDI Computer 2300 Documentation: DELL CO. HVAC ZONE DESCRIPTION HVAC Zone Name: Heating System Name: Cooling System Name: System Multiplier: Fan Schedule: Peak Load Method: Relative Humidity: SPACES IN THIS ZONE Zone 4 PEAK (Jan 12am) TOTAL SPACE LOAD Duct Gains & Losses: Ventilation: ( 51 CFM) Return Air Lighting Gain TOTAL SYSTEM LOAD SYSTEM OUTPUT AT DESIGN CONDITIONS HEATING 12146 12146 1215 1755 15116 14591 page 31 of 46 :Date: 9/15/1994 I I :coMPLY 24 User 1712 Zone 4 '°CARRTE-R · :S-O'HS·-·0·1-s---301- 1 All On Load Cales COINCIDENT 50 COOLING PEAK SENSIBLE -------- ( Aug 5pm) 9628 -------- 9628 963 164 0 -------- 10755 13756 ~ 0 LATENT ------ 136 ------ 136 65 ------ 201 6608 NOTE: The TOTAL SYSTEM LOAD shown represents the minimum size equipment which will heat or cool this zone during the design conditions indicated. These numbers include no safety factor, and the HVAC contractor should oversize by a reasonable margin to account for variations in weather conditions and the pick-up capacity requir·e& to br i 11g---the zone to, temper·- ature as a result of a setback thermostat. Those responsible for final equipment selection should note that Sensible and Latent Cooling Loads are indicated to allow for· accurate comparison with manufacturer's output data. _, SPACE HEATING & COOLING LOAD SUMMARY Project Name: RDI Computer 2300 Documentation: DELL CO. SUMMARY OF PEAK HOUR LOADS FOR SPACE Space Name: DESIGN CONDITIONS -------------------- Peak Hour: Indoor Conditions: Outdoor Conditions: LOAD COMPONENT Quantity ---------------------------------Wall Conduction 255.0 sqft Window Conduction 105.0 sqft Door Conduction 0.0 sqft Roof Conduction -"'3'39 -;O sqft sky l f-qht Conduction 0.0 sqft Floor Conduction 0.0 sqft Slab Conduction 339.0 sqft Interior Conduction 0.0 sqft Infiltration 0.5 AC/hr Solar Gain 105.0 sqft Lighting 331.0 watts Receptacle 339.0 watts Process 0.0 watts Occupants 1.4 occs SPACE LOADS HEATING ------- Jan 12am 70 F DB 38 F DB Btu/hr ------- 6135 3998 0 472 0 0 1540 0 0 0 0 0 0 0 ------- 12146 pa.ge 32 of 46 lDate: 9/15/1994 I I :coMPLY 24 User 1712 Zone 4 COOLING SENSIBLE LATENT -------------- Aug 5pm 78 F DB 50 % RH 81 F DB 65 F WB Btu/hr Btu/hr -------------- 3206 208 0 66 0 0 0 0 0 5578 54 347 0 170 136 -------------- 9628 136 Heating Airflow: Cooling Airflow: 12146 Btu/hr/ [1.08 x 9628 Btu/hr/ [1.08 x 35 F DeltaT)] = 23 F DeltaT)] = 322 cfm 388 cfm HVAC ZONE HEATING & COOLING LOAD SUMMARY Project Name: RDI Computer 2300 Documentation: DELL co. HVAC ZONE DESCRIPTION HVAC Zone Name: Heating System Name: Coo--.t:t'n-s· '"'"Syst,t;,l'fl-•.0Mame: System Multiplier= Fan Schedule: Peak Load Method: Relative Humidity: SPACES IN THIS ZONE Zone 5 PEAK ( Jan 12am) HEATING 9157 TOTAL SPACE LOAD 9157 Duct Gains & Losses: Ventilation: ( 65 CFM) Return Air Lighting Gain TOTAL SYSTEM LOAD SYSTEM OUTPUT AT DESIGN CONDITIONS 916 2236 12309 19346 page 33 of 46 :oate: 9/15/1994 I I :coMPLY 24 User 1712 Zone 5 CARRIER SOHS-024---301- All On PEAK ( Aug 5pm) 1 Load Cales COINCIDENT 50 COOLING SENSIBLE -------- 9375 -------- 9375 938 210 0 10523 17376 % LATENT ------ 173 ------ 173 83 256 8347 NOTE: The TOTAL SYSTEM LOAD shown represents the minimum size equipment which will heat or cool this zone during the design conditions indicated. These numbers include no safety factor, and the HVAC contractor should oversize by a reasonable margin to account for variations in weather conditions and the pick-up capacity required to bring the zone to temper- ature as a result of a set.bach thennost.at. ~rhose responsible for final equipment selection should note that Sensible and Latent Cooling Loads are indicated to allow for accurate comparison with manufacturer's output data. SPACE HEATING & COOLING LOAD SUMMARY Project Name: RDI Computer 2300 Documentation: DELL CO. page 34 of 46 :Date: 9/15/1994 1 I lCOMPLY 24 User 1712 SUMMARY OF PEAK HOUR LOADS FOR SPACE Space Name: DESIGN CONDITIONS Peak Hour: Indoor Conditions: Outdoor Conditions: LOAD COMPONENT Wall Conduction Window Conduction Door Conduction Roof Conduction Skylight Conduction FlooY Conduction Slab Conduction Interior Conduction Infiltration Solar Gain Lighting Receptacle Process Occupants Heating AirFlow: Cooling Ai.Flow: Zone 5 COOLING HEATING SENSIBLE LATENT Jan 12am 70 F DB 38 F DB Quantity 124.0 sqft 119.0 sqft 0.0 sqft 432.0 sqft ·· -o-~""O~qf t ""··-o. o sqft 432.0 sqft 0.0 sqft 0.5 AC/hr 119.0 sqft 648.0 watts 432.0 watts 0.0 watts 1.7 occs SPACE LOADS Btu/hr 2983 4532 0 602 0 0 1040 0 0 0 0 0 0 0 9157 Aug 5pm 78 F DB 81 F DB Btu/hr 1763 239 0 85 0 0 0 0 0 6551 78 442 0 216 9375 50 % RH 65 F WB Btu/hr 173 173 9157 Btu/hr/ (1.08 x 35 F DeltaT)] = 9375 Btu/hr/ [1.08 x 23 F DeltaT)] = 243 cfm 378 cfm HVAC ZONE HEATING & COOLING LOAD SUMMARY Project Name: RDI Computer 2300 Documentation: DELL CO. HVAC ZONE DESCRIPTION HVAC Zone Name: Heating System Name: Cooling System Name: · ·s·p-.:;~;?m. Multiplier: Fan Schedule: Peak Load Method: Relative Humidity: SPACES IN THIS ZONE Zone 6 PEAK (Jan 12am) TOTAL SPACE LOAD Duct Gains & Losses: Vent! lation: ( 366 CFM) Return Air Lighting Gain TOTAL SYSTEM LOAD SYSTEM OUTPUT AT DESIGN CONDITIONS HEATING 22380 22380 2238 12634 37252 49594 page 35 of 46 lDate: 9/15/1994 I I lCOMPLY 24 User 1712 Zone 6 CARRIER 50LJQ006-6 1 All On Load Cales COINCIDENT 50 % COOLING PEAK (Jul 7pm) SENSIBLE LATENT 28046 28046 2805 0 0 -------- 30851 42296 1367 1367 467 ------ 1834 20789 NOTE: The TOTAL SYSTEM LOAD shown represents the minimum size equipment which will heat or cool this zone during the design conditions indicated. These numbers include no safety factor, and the HVAC contractor should oversize by a reasonable margin to account for variations in weather conditions and the pick-up capacity required to bring the zone to temper- r ature as a result of a setback thermostat. Those responsible for final -· ----e-qetipme-n-t,.:..selection sbould note that Sensible and Latent Cooling Loads are indicated to allow for accurate comparison with manufacturer's output data. SPACE HEATING & COOLING LOAD SUMMARY Project Name: RDI Computer 2300 Documentation: DELL co. SUMMARY OF PEAK HOUR LOADS FOR SPACE Space Name: DESIGN CONDITIONS Peak Hour: Indoor Conditions: Outdoor Conditions: LOAD COMPONENT Wall Conduction Window Conduction Door Conduction Roof Conduction Skylight Conduction Floor .. Conduct ic.n " Slab Conduction Interior Conduction Infiltration Solar Gain Lighting Receptacle Process Occupants Quantity 707.0 sqft 94.0 sqft 0.0 sqft 2441.0 sqft 0.0 sqft ·O .·O --sqft - 2441.0 sqft 0.0 sqft 0.5 AC/hr 94.0 sqft 3571.0 watts 2441.0 watts 0.0 watts 9.8 occs SPACE LOADS page 36 of 46 :Date: 9/15/1994 I I :coMPLY 24 User t712 Zone 6 COOLING HEATING SENSIBLE LATENT Jan 12am 70 F DB 38 F DB Btu/hr 11926 3626 0 3402 0 0 3427 0 0 0 0 0 0 0 22380 Jul 7pm 78 F DB 50 % RH 78 F D8 62 F WB Btu/hr Btu/hr 8065 53 0 609 0 0 0 0 0 4930 6015 6665 0 1709 1367 28046 1367 Heating AirFlow: Cooling AirFlow: 22380 Btu/hr/ [1.08 x 28046 Btu/hr/ [1.08 x 35 F DeltaT)] = 23 F DeltaT)] = 593 cfm 1131 cfm HVAC ZONE HEATING & COOLING LOAD SUMMARY page 37 of 46 . ---------------------------------------------------------------------------Project Name: RDI Computer 2300 Documentation: DELL CO. HVAC ZONE DESCRIPTION HVAC Zone Name: Heating System Name: Cooling System Name: System Multiplier: Fan 'Schedule: Peak Load Method: Relative Humidity: SPACES IN THIS ZONE Zone 7 PEAK ( Jan 12am) HEATING 4965 TOTAL SPACE LOAD 4965 Duct Gains & Losses: 496 Ventilation: ( 224 CFM) 7712 Return Air Lighting Gain ------- TOTAL SYSTEM LOAD 13173 SYSTEM OUTPUT AT DESIGN CONDITIONS 28855 :Date: 9/15/1994 I I :coMPLY 24 User 1712 Zone 7 CARRIER 50LJQ00462 '"•-1 · All On Load r~l~s COINCIDENT 50 % COOLING PEAK SENSIBLE -------- (Jul 8pm) 9864 -------- 9864 986 -241 0 -------- 10609 26608 LATENT ------ 834 ------ 834 285 ------ 1119 13177 NOTE: The TOTAL SYSTEM LOAD shown represents the minimum size equipment which will heat or cool this zone during the design conditions indicated. These numbers include no safety factor, and the HVAC contractor should oversize by a reasonable margin to account for variations in weather conditions and the pick-up capacity required to bring the zone to temper- ature as a result of a setback thermostat. Those responsible for final equipment selection should note that Sensible and Latent Cooling Loads·ars:% indicated to allow for accurate comparison with manufacturer's output data. SPACE HEATING & COOLING LOAD SUMMARY page 38 of 46 ~ ---------------------------------------------------------------------------Project Name: RDI Computer 2300 Documentation: DELL CO. SUMMARY OF PEAK HOUR LOADS FOR SPACE Space Name: DESIGN CONDITIONS Peak Hour: Indoor Conditions: Outdoor Conditions: LOAD COMPONENT Wall Conduction Window Conduction Door Conduction Roof Conduction Skylight Conduction Floor Conduction Slab Conduction Interior Conduction Infiltration Solar Gain Lighting Receptacle Process Occupants Quantity 267.0 sqft 0.0 sqft 21.0 sqft 1490.0 sqft o.o sqft o.o sqft 1490-. O·-sqft - 0.0 sqft 0.5 AC/hr o.o sqft 1892.0 watts 1490.0 watts 0.0 watts 6.0 occs SPACE LOADS :Date: 9/15/1994 I I :coMPLY 24 User 1712 Zone 7 COOLING HEATING SENSIBLE LATENT Jan 12am 70 F DB 38 F DB Btu/hr 1396 0 260 2077 0 0 1232 _ 0 0 0 0 0 0 0 4965 Jul 8pm 78 F DB 50 % RH 77 F DB 61 F ~JB Btu/hr 231 0 18 130 0 0 0 0 -0 0 3866 4577 0 1043 9864 Btu/hr 834 834 Hea.ting AirFlow: Cooling AirFlow: 4965 Btu/hr/ [1.08 x 9864 Btu/hr/ [1.08 x 35 F DeltaT)] = 23 F DeltaT)] = 132 cfm 398 cfm r HVAC ZONE HEATING & COOLING LOAD SUMMARY page 39 of 46 5 ---------------------------------------------------------------------------Project Name: RDI Computer 2300 Documentation: DELL CO. HVAC ZONE DESCRIPTION HVAC Zone Name: Heating System Name: Cooling System Name: System Multiplier: Fan Sc.h6'du18: P$a k Loa,d Method: Relative Humidity: SPACES IN THIS ZONE Zone 8 PEAK (Jan 12am) TOTAL SPACE LOAD Duct Gains & Losses: Ventilation: ( 189 CFM) Return Air Lighting Gain TOTAL SYSTEM LOAD SYSTEM OUTPUT AT DESIGN CONDITIONS HEATING 17496 17496 1750 6537 25783 38528 :oate: 9/15/1994 I I :coMPLY 24 user 1712 Zone 8 CARRIER 50LJQ00562 1 All On Load Cales COINCIDENT 50 % COOLING PEAK SENSIBLE -------- ( Jul 7pm) 12034 -------- 12034 1203 0 0 -------- 13237 34274 LATENT -----..... 707 ------ 707 242 ------ 949 16846 NOTE: The TOTAL SYSTEM LOAD shown represents the minimum size equipment which will heat or cool this zone during the design conditions indicated. These numbers include no safety factor, and the HVAC contractor should oversize by a reasonable margin to account for variations in weather conditions and the pick-up capacity required to bring the zone to temper- ature as a result of a setback thermostat. Those responsible for final equipment selection should note that Sensible and Latent Cooling Loads are i i,d~._;;6\Led tv allot4 for -~accurate comparison with manufacturer's output data. • ! SPACE HEATING & COOLING LOAD SUMMARY page 40 of 46 ~ ---------------------------------------------------------------------------Project Name: RDI Computer 2300 Documentation: DELL CO. SUMMARY OF PEAK HOUR LOADS FOR SPACE Space Name: DESIGN CONDITIONS Peak Hour: Indoor Conditions: Outdoor Conditions: LOAD COMPONENT Wall Conduction Window Conduction Door Conduction Roof Conduction Skylight Conduction Floor Conduction Slab Conduction Interior· Conduction JnfiltY-ation Solar Gain Lighting Receptacle Process Occupants Quantity 821.0 sqft 70.0 sqft 0.0 sqft 1263.0 sqft 0.0 sqft 0.0 sqft 1263.0 sqft o.o sqft 0.5 AC/hr 70.0 sqft 1728.0 watts 1263.0 watts 0.0 watts 5.1 occs SPACE LOADS :Date: 9/15/1994 I I lCOMPLY 24 User 1712 Zone 8 COOLING HEATING SENSIBLE LATENT Jan 12am 70 F DB 38 F DB Btu/hr 8737 2666 0 2282 0 0 3812 0 0 0 0 0 0 0 17496 Jul 7pm 78 F DB 78 F DB 50 % RH 62 F WB Btu/hr Btu/hr 3026 41 0 268 0 0 0 0 0 1296 3070 3448 0 884 12034 707 707 Heating AirFlow: Cooling AirFlow: 17496 Btu/hr/ [1.08 x 12034 Btu/hr/ [1.08 x 35 F DeltaT)J = 23 F DeltaT)] = 464 cfm 485 cfm Hazardous Materials SAN DIEGO REGIONAL --~;,.,;,-·· . ··---~ .. ·,~ . . ..-_, -!"". HAZARDOUS MATERIALS QUESTIONNAIRE • PIJJTIII Cll11a llffllCI' CGIITY IP UI DIIIQ Contact Person Telephone Mailing Address City "?M/ f91 ~O State Zip Plan File# Cf-z.12.-1 Site Address State Zip Plan File# B PART I: FIRE DEPARTMENT· HAZARDOUS MATERIALS MANAGEMENT DIVISION: OCCUPANCY CLASSIFICATION Indicate by circling the item, whether your business will use, process, or store any of the following hazardous materials. If any of the items are circled, applicant must contact the Fire Protection Agency with jurisdiction prior to plan submittal. 1. Explosive or Blasting Agents 4. Flammable Solids 7. Pyrophorics 10. Cryogenics 13. Corrosives 2. Compressed Gases 5. Organic Peroxides 8. Unstable Reactives 11. Highly Toxic or Toxic Materials 14. Other Health Hazards 3. Flammable or Combustible Liquids 6. Oxidizers 9. Water Reactives 12. Radioactives PART II: COUNTY OF SAN DIEGO HEALTH DEPARTMENT· HAZARDOUS MATERIALS MANAGEMENT DIVISION: CONTINGENCY PLAN REVIEW: If the answer to any of the questions is yes, applicant must contact the County of San Diego Hazardous Materials Management Division, 1255 Imperial Avenue, 3rd Floor, San Diego, CA 92186-5261. Telephone (6191 338-2222 prior to the issuance of a building permit. FEES MAY BE REQUIRED Yes 1.CJ 2.CJ 3.CJ 4,0 5.CJ No Is your business listed on the reverse side of this form? Will your business dispose of Hazardous Substances or Medical Waste in any amount? Will your business store or handle Hazardous Substances in quantities ·equal to or greeter than 55 gallons, 500 pounds, 200 cubic feet or carcinogens/reproductive toxins in any quantity? [Zf Will your business use an existing or install en underground storage tank? CZf Will your business store or handle Acutely Hazardous Materials? PART Ill: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT OFFIC~ USE ONLY D RMPP Exempt I Date Initials 0 RMPP Required Date Initials 0 RMPP Completed Date Initials If the answer to any of the questions is yes, applicant must contact the Air Pollution Control District, 9150 Chesapeake Drive, San Diego, CA 92123. Telephone ( 619 l 694-3307 prior to the issuance of a building permit. YES NO 1 . CJ rz::J Will the intended occupant install or use any of the equipment listed on the Listing of Air Pollution Control District Permit Categories, on the reverse side of this form? 2. D c:J(ANSWER ONLY IF QUESTION 1 IS YES.) Will the subject facility be located within 1,000 feet of the outer boundary of a school (K through 1 2) as listed in the current Directory of Scho9l and Community Collage Districts, published by the San Diego County Office of Education and the currant California Private School Directory, compiled in accordance with provisions of Education Code Section 331 907 Briefly describe natura of the intended business actiyity: ~ po,EJ2 l½tzf41/1? vY -t {!jrrnc;J§ Name of Ownar or Authorized Agent: -s 1· Yvi,f!-S g7t J q2_. ~ IY1d450:t re under penalty of perjury that to tho bast of _my knowledge and belief tha rasponses made herein are true Date: °f,~Zt:? · ( f FIRE DEPARTMENT OCCUPANCY CLASSIFICATION: ____________________________ _ BY: ___________________________________ Date:, ________________ _ ' EXEMPT. FROM PER.MIT REQUIREMENTS COUNTY-HMMD Enviroamenl&l HW!h Servicca DHS:HM-9171 (6/92) . .APCD - APPROVED FOR BUILDING PERMIT BUT NOT OCCUPANCY COUNTY-HMMD APCD APPROVED FOR OCCUPANCY COUNTY-HMMD APCD C01.mty of San Diego Depal1meal. of He.allh Services