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Home My WebLink About2285 RUTHERFORD RD; ; CB911685; Permit02/26/92 14:53 Page 1 of 1 B U I L D I N G P E R M I T Job Address: 2285 RUTHERFORD RD. Str: Permit No: CB911685 Project No: A9102145 Development No: Fl: Ste: 6536 02/26/92 0001 01 02 Permit Type: INDUSTRIAL TENANT IMPROVEMENT Parcel No: 212-062-08-00· C-PRMT 21954"00 vaiuation: 333;799 Construction Type: III1 Occupancy Group: B2 Class Code: Description: 7610 SF MEZZANINE/7670 SF MFG. : ON 1ST FLOOR CALLAWAY GOLF CONTRACTOR Enter Bridge Fee * BUILDING TOTAL Enter "Y" for Electric Issue Fee > Cfz~~7R; Status: ISSUED Applied: 12/12/91 Apr/Issue: 02/26/92 Validated By: CD 619 452-3188 619-496-3700 10,00 Y ', Three Phase Per AMP > 1125 . 50 5 6 2 • s,o 5 -2 2 5 ~?3. 00. * ELECTRICAL TOTAL Enter 'Y' for Mechanical Issue Fee> Install Furn/Ducts > Each Install/Reloc Appliance Vent> * MECHANICAL TOTAL 1 9.00 1 4.50 't5. 00 -~ ,~,. 00? 4\5 o·· 29. 00. · . r ..------------.;;\,-··.:· ~ I. A-ff PROVAL )i; : ~1-r t INSP. DATE CLEARANCE ---- CITY OF CARLSBAD 2075 Las Palrnas Dr., Carlsbad, CA 92009 (619) 438-1161 j \ ' PERMIT APPLICATION PLANCHECKNO. 91-/6~ City of Carlsbad Building,Departllll!l'lt 2075 Las Patinas Dr., carlsbad, CA 92009 (619) 438-1161 Pete Fisher of Esgil performed preliminary review of these plans. · 1. PERMrl' 'NP£ . -- A -LI eorr{merc1~! LI New Bu1ldmg LI Tenant Improvement B -ll!I Industrial LI New Building Kl Tenant Improvement . C -u Residential O Apartment O Condo LI Single Family Dwelling U Addition/ Alteration D Duplex U Demolition O Relocation D Mobile Home LI Electrical D Plumbing - a Mechanical O Pool 0 Spa D Retaining Wall D Solar ·D Other ___ _ DATE C-PRMT 2. PRQJECT INFORMATION FOR OFFICE USE ONLY Address 2285 Rutherford Road Bud<lmg or Smte No. Building I B 1 Nearest cross street El Cami no Rea 1 & Faraday Drive LEGAL DESGRIP'IIDN Lot No. suixhVISIOn Name/Number Omt No. Phase No. 16 Carlsbad Tract No. 81-10 Unit #1 Map No.10330 GHE_9KBf:WW 1F sUBM!'.flfill;--f~uf<r<.tSFJ\i;{ r~tN6i PfZ.Oct$$S9P.> VN¥>6rl. ~L<;. @Alb i?LK\c.Wk.. it-q1 ldj'O i I!:! 2 Energy Cales D(2 Structural Cales Cl 2 Soils Report l2J 1 Addressed Envelope Ass:issOR's PARCEL 212-061-10 II EXISTING usE $be 11 B l·ctg, PRoPOsEo usE Qftice/Manutacturrng/ DEscrurnoNoFWoru<7,610 s.f. of Light storage mezzanine and 7,670 s.f. of manufacturing on 1st fl_r ;r;~ rs;~ E?~cFF # OF sroruEs _ C.M..L~ &0 LF . I I eren rom app )Can a r _ angan NAMESmith Consultfog ArchitectsADDREss 9868 Scranton Road, Suite 150 CITY San Di ego STATE CA ZIP CODE 92·121 DAY TELEPHONE ( 61-9) 452-3188 4. APPLICANT U CON'l'MCIOR D AGEN'I'FOR wN'l'MCIOR DOWNER DAGEN I FOR OWNER NAME Mark Langan ADDRESS'.3868 Scranton Road, Suite 150 S. i,%p18Jy8U1~ _ STATE CA ZIPCODE 92121 DA~TELEPHONE (619) 452-3188 NAMELarwin Rosedale Properties ADDREss 16255 Ventura Boulevard, Suite 900 CITY Encino STATE CA ZIP CODE 91436 DAYTELEI>HONE (818) 986-4844 6. CDNIBACIUR NAMESnyder Langston Builders ADOREss 5675 Ruffin Road, Suite 300 cITYSan Di ego STATE CA ZIP CODE 92123 DAYTELEPHONE (619) 496-3700 _ STATE LIC. # 506275 LICENSE CIASS CITY BUSINESS LIC. # DESIGNER NAME · Smith Consulting Architects ADDRESS 9868 Scranton Road, Suite 150 CITY Sancm STATE CA 1. Wo.llklliS' ZIP CODE 92121 DAY TELEPHONE 452-3]88 STATE LIC. # (-], ZQJ Workers' Compensation Oeclarat10n: 1 hereby affirm that 1 have a certthcate of consent to self-insure issued by the Director of lndustnal Relations, or ·a certificate of Workers' Compensation Insurance by·an admitted insurer, or an exact copy Qt duplicate thereof certifieif--- by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800, Lab. C). INSURANCE COMPANY POLICY NO. EXPIRATION DATE Ceruhcate·of Exemption: I certify that in the performance of the work for which this permit 1s issued, I shall not employ any person in any manner· so as to become subject to the Workers' Compensation Laws of California. SIGNATURE DATE s. oWNEk-Butmml tmCI.Alt.A11oN owner-Builder Oeclaranon: I hereby afhrm that I am exempt from the Contractor'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 Llcense Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale.). -D I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's Llcense 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 Llcense 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 Llcense 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)). SIGNATIJRE DATE coMPLETE 1'Hts SECTION FOR NON-RESIDENTIAL B01IDING PERMITS ONLY: Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form Qr risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? lC<YES ONO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? )[](YES ONO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? DYES )[lNO IF ANY OF THE ANSWERS ARE YE.5, A FINAL CERTIFICATE OF CXDJPANCY MAY NOT BE ISSUEDAFI'ER JULY 1, 1989 UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICFS AND THE AIR POILUTION OONTilOL DISTIUCT. 9. OONSIROCIIDN mNDING AG£NcY -- I hereby afhrm that there 1s a construct10n lending agency for the performance of the work for which ihts permit 1s issued (sec 3097(1) CIVIi Code). LENDER'S NAME LENDER'S ADDRESS fo. APPiltAN'r cmtrn1CATION I certify that 1 hav~ read the apphcauon and state that the above information 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 Cadsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE 1U SAVE INDEMNIFY' AND KEEP HARMLF.SS THE crIY OF CARlSBAD AGAINST AIL LIABIIITIF.S, JUDGMENTS, CDSfS AND EXPENSES WIIlCH MAY IN ANY WAY ACXllUE AGAINST SAID crIY IN OONSEQUENCE OF THE GRANTING OF 1lilS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" eep and demolition or construction of structures over 3 stories in height. Expiration. Every permit issued by the Building building or work authorized by such rmit is such permit is suspended or aban ed at a APPLICANTS SIGNATURE er the provisions of this Code shall expire by limitation and become null and void if the com need within 365 days from the date of such permit or if the building or work authorized by er the work is commenced for a period of 180 days (Section 303(d) Uniform B ilding ode). DATE: ~ 2,,; Pf Applicant PINK: Finance '.~f ... ;,., ', •\ 'is- "' li 0~'125;9{ 14: 54 Page 1 of 1 S EWER Job Address: 2285 RUTHERFORD RD Permit Type! SEWER -OFFICE/WAREHOUSE Parcel No: 212-062-08-00 P E R M I T Descriptioni 7610 SF MEZZANINE/7670 SF MFG. : ON 1s•r FLOOR Permitee: MARK LANGAN 9868 SCRANTON RD, STE. 150 SAN DIEGO, CA 92121 619 452-3188 Permit No: SE920014 BlQg Planck#: CB91168S 6536 0212tg~i00,®_; O/SS(Y_flD Applied: 02/24/92 Apr/Is,uf'~~T 02/261'~214. Expired: Prepared By: SB~ *** Fe.es Required *** *** F*eeS··Gollected & Credits *** Fees: 5,143.14 .·. 00 -----~---~~~-~~--~~~-----~------------------ ' . ~ / (] / ,.' ',. ~', Adjustments: Total Fees: /Total C,tedits: .oo / .... ' Total ~ay~e~tst. .00 Bal,;tnc;-el) Du¥: \ S, 14 3 • 14 Fee description . , . . . ti.nits··, ·{t,3e/tJ1·d.,t Ext fee Data ----------------------~----~~-------~~~~----~---~-~~~----~-----------------' , • • ~,·.,_ • ·-I Enter Office Square Footage · . . > · ,_ 1-5_2J-~.:· \ ··'\ : ·1 . 85 Enter Warehouse Square -Footage.. ). ·. ·;.,·····:>7'4g:6 \ ,· , 1.48 Total EDUs , ~ ,, ' .tt :· . .: .. -) : 2. 3 3 Sewer Fee -,, , . . A ,::-' _ ~-•• -{_: J ; ··,~~-::) 3 7 51 • oo <Sewer Credit) . · . ·. 1 l/, > '. ~41tr,.6r(f\ 1 1 -418. 60 Enter Sewer EDUs and Benefit<Aiea-{\},/ ~'~~'VJ 1 1810.74 F * SEWER TOTAL " -\~!--, . --(;-' ,:;:."'" / / 5143. 14 \' ; >.i <NCO~~r-~\:)~~~/ )") / ,, / ---_,.,..,. S,;t.43.14: CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 J CITY OF CARLSBAD INSPECTION REQUEST PERMIT# CB911685 FOR 07/27/92 DESCRIPTION: 7610 SF MEZZANINE/7670 SF MFG. ON lST.FLOOR CALLAWAY GOLF TYPE: ITI JOB ADDRESS: 2285 RUTHERFORD RD APPLICANT: M;ARK LANGAN CONTRACTOR: SNYDER LANGSTON BUILDERS OWNER: REMARKS: MH/BILL/431-0314 SPECIAL INSTRUCT: COURTESY INSPECTION TOTAL TIME: --RELATED PERMITS--PERMIT# SE890127 SE910099 CB911653 C0920013 CB911390 SE910100 CB911482 CB911501 SE920001 SE920014 C0920088 CB920041 CB920248 AS920050 TYPE swow swow MECH COFO ITI swow MECH ITI swow swow COFO ITI ITI ASTI PHONE: PHONE: PHONE: STATUS ISSUED ISSUED IS-SUED ISSUED ISSUED JSSUED ISSUED ISSUED ISSUED ISSUED ISSUED ISSUED ISSUED ISSUED INSPECTOR AREA MP PLANCK# CB911685· OCC GRP B2 CONSTR. TYPE IIIl STR: FL: STE: 619 452-3188 619-496-3700 CD LVL DESCRIPTION ACT COMMENTS 17 ST Interior Lath/Drywall 14 ST Frame/Steel/Bo1ting/Welding 24 PL Rough/Topout 34 EL Rough Electric 44 ME Rough/Ducts/Dampers ------------,-;-----------------------------------------------------------,.--------------- ***** INSPECTION HISTORY***** DATE DESCRIPTION ACT INSP COMMENTS 062292 Final Combo PA MP Ol{ TO OCCUPY 1ST FLOOR 061992 Final Combo NS PD 061292 Frame/Steel/Bolting/Welding PA MP OK TO DROP TILE 061092 Rough/Topout AP MP 1ST FLOOR 061092 Ftg/Foundation/Pie~s AP MP \ WATER PIT 041592 Interior Lath/Drywall PA MP OFFICE 041392 Rough/Topout AP MP 040~92 Rough Combo AP MP WALLS ONLY/OK TO ROCK 040892 Frame/Steel/Bolting/Welding NR MP 040892 Rough Electric NR MP 040292 Shear Panels/HD's AP MP OK TO ROCK INT SHEAR WALL 040192 Rough Combo PA MP DECK NAIL/OK TO SHEAR INT WLL RECEIVED JUN 2 2 f9S2 FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING 'FIRE: PLANN;I:NG U/M WATER PLAN CHECK#: CB911685 PERMIT#: CB911685 PROJECT NAME: 7610 SF MEZZANINE/7610 SF MFG. ON 1ST FLOOR "CALIAWAY GOLF J CONTACT PERSON/PHONE#: MH/BILL/431-0314 SEWER DIST·: WATER DIST: INSPECTEI3-t BY: L, /:Ja.J__cL .. . DATE '? /4 D /9,;1-APPROVED INSPECTED: ~ l INSPECTED· BY: INSPECTED BY: COMMENTS: DATE INSPECTED: APPROVED DATE INSPECTED: APPROVED DATE: 06/19/92 PERMIT TYPE: ITI K DISAPPROVED DISAPPROVED DISAPPROVED SOUTHERN CALIFORNIA SOIL & TESTING, INC. · 6280 RIVERDALE STREET, P.O. BOX 600627 SAN DIEGO, Ca. 92160, Phone (619) 280-4321 747 ENTERPRISE STREET, ESCONDIDO. Ca. 92029, Phone (619) 746-4544 FIELD INSPECTOR REPORT PROJECT TITLE Callaway Golf SCS&T FILE No. 9112295 I.R. No. 9 (page 1 of 1) PLAN FILE No,-PROJECT LOCATION 2285 Rutherford Rd., Carlsbad PERMIT No. 91-1685 ARCHITECT Smith Consulting Architects GENERAL CONTRACTOR Snyder Langston ENGINEER SKI Structural Engineer SUB CONTRACTOR JRF Construction 3/23/92 M. Saunders 452 DISTRIBUTION: REiNFORCED CONCRETE Time Arrived: 1000 Time Departed: 1400 Reinforcing Steel: ASTM A615 Concrete: Mix #P3000CV\/P4, 2,000 psi Inspected the reinforcing steel installation for the interior improvement, cast-in-place concrete wall at line D.2 between 6.2 and 7. Inspected the reinforcing steel for size, grade, lap, loc.;:ation and clearances. Verified member dimensions with in-place form work. Check locations of embedded items. Inspected the placement and consolidation of approximately five cubic yards of concrete in the locations listed above. Consolidation was by mechanical vibrator. One set of four test cylinders was taken. Slump 3"; Air temperature 70 degrees; Concrete temperature 70 degrees. Work inspected appears to be in accordance with the approved plans and specifications .. (~) Callaway Golf; Attn: Carol Kerley (2) Bilbro & Giffen SOUTHERN CALIFORNIA SOIL & TESTING, INC. (1) Synder Langston Buildiers (1) City of Carlsbad SAVED FILE¥/, REPORT 2295R9 Miqhael B. Wheeler, R.C.E. #45358 \ I ,, ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 / ATE: 2 I /2 L qz JURISDICTION: CITY OF CARLSBAD PLAN CHECK NO: qi-/6~~ SET: :or:_ PROJECT ADDRESS·: Z2. f.J.-Rt., +h er:-Gr d ~t:>~d PROJECT NAME: CAlLAWA'[ · 9-at. F D D 0 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. The plans transmitted herewith have significant deficiencies identified on the enciosed chedk 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 jurisdicti6p to return ro the applicant·contact person. The applicant's copy of the check list has been sent to: ffl.Esgil staff did not advise the applicant contact person that plan check has been completed.· O Esgil staff diq advise.applicant that the plan check has been completed. Person contacted: ------------ Date contacted: Telephone# ---------------------0 REMARKS: ________________________ _ By: ~V/12 VA:-0 ESGIL CORPORATION Enclosures: (PJ h a V'f,. ----------- 'OGA ,DCM '• _.,.. ~,. ~~-'-Z":.. ~ ~c:--/;: · ___ : ~.-: DATE: ESGlL CORPORATION '2 9320 CHESAPEAKE DR., SUITE 208 SAN DiEGO, CA 92123 (619) 560-1,468 I 5 ·; '.J APPLICANT ~--r"""c,.,=T:-::I:-::O~N=-=:) JURISDICTION: CI_TY OF CAR.LSBA-D l)tMcBECKER [;FILE COPY ;_UPS PLAN CHECK NO: 91-16~S SET: I F"'DESIGNER --~ PROJECT ADDRESS: PROJECT NAME =--C.-'-A~l=L~A__.__.._·w=..-A ....... Y----~-o~t..__._1--___ _ D D D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified-=---=---------,--,---are resolved and checked by building department staff. The plans tr~nsmitted 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. D The applicant's copy of the check list is enclosed for the . jurisdiction to return to the applicant contact person. 1ft Th_e applicant's copy of the check list has been sent to: MAR k LAN~AN C Stv:1 ttt( CONSLJ'-TIN<f ARC'tf lTECTS) C[c?6 Fi SCRANTON ROAD #1ro SD 92 /2 / m 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 c.ompl eted. Person contacted:· ------------- Date contacted: ---------Telephone# --------0 REMARKS: _____________________ _ By:· DAVfD YAO Enclosures: ESGIL CORPORATION ½.(f ----------- --, LJCM ( J JURISDICTION: __ C __ A ____ R..._L_.S ... 8._AQ_... ______ __,Date plans received by plan checker:....,..._l ... /2_2_..<f':: ___ _ PLAN CHECK NO.: q/-(t;Q Date plan recheck completed: z../4: . By: __ j:?......_~ .... V ....... (D....____,y...__A .... 1 .... z __ PROJECT ADDRESS:_---'2;..;;2.a...i£...,S--,.____.R._..u"'-'-'HJ~t=>a...Y-,,.#..::;.""-t:...;:d=--_ _....,;R,,.,.,C)"'"'Ol~d ......... ___________ _ T0:_-1,M'-'-l--'a_..1::: ......... f;...__-=i.a:a..'.:.:n0,..,q...,41""t:k;-""'------------------------------- RECHECK PLAN CORRECTION SHEET FOREWORD: PLEASE READ Plan check is limited to technical requirements contai~ed 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, coW1ty or city law. A. PLANS 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: 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. · O">\..-.../-~, ,,/4;,._, r fai; /di''IQ O' 7 ~I] (p) Z. $TR lJ CJ]J F?A l Form No. RPCS.4129O ~ The following items have not been resolved V from previous plan reviews. The original correction number has been given for your reference. --rn ee:se yett aia ftet keep a c~ ...of t,he pdor . correction list, we have en.cl~ed these pages containing the stjll . G)!Jtst®ding-eonecti:ons. 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 o.n the plans. Have changes been made to the plans not resulting from this correction list? Please check. _____ Yes ---~No ,, 2 ,' I ( I s2. .J ,., ; f Al1 '-5 13,q o JURISDic:IIOK: ______________ _ PLAN ama I«Jm!X:. __ q_; __ ~_/_t.o_S_s ___ _ A -~- DAl'.E: __ -_--,,~a:-_q'------9...___Z-__ _ ~ GW( AilAH!X PLAN cmx:n.R: D ' D--- Swcc.r-r /J-1 /J&1'4-I<-"7 ~ J.,/!')e,,.J 1~t-ac..--r1vc..;4t._ s HA1::r 11 A.Jo·1' A /Jt-t c:,.,,. C::.HA-;::.7', AA.J It!) ,()~ ~ ~:4~'-1 _.:=, r' LJ (-L.-O eA. -r Ci A.) 0:U L. ~ ONGr' ~ tr.::>t:! o .c 5 7uO..S ,·' V r .. ·.· .. . _,.., ··# .,.. ---ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92l23 ') (619) 56(>-1468 D_ATE: IZ-I 26. / q I ~mm~P JURISDICTION: ____ ..... c ___ , __ "'T __ '( ___ o ...... r ____ c ..... A ..... · R. .... 'L=--s"""B .... A ....... D QFILE COPY o·ups ODESIGNER PLAN CHECK ·NO: . · . ·9 /-:-) 6 <f S-SET: 2. PROJEC':/? ADDRE_SS: ~..:t £8: RJ.J+httfrr:d f2ogJ PROJECT NA~E: _______ C~S-: ...... t __ L_A _____ b_l-A-Y-·-· ____ q:___,.O--.L_F; __ 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 subs1tantially comply with the jurisdiction's building codes when minor deficien- cies identified-.---=-----,-'----,----=~--are resolved and checked by building depart_ment staf.f. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. IIDiii The check list transmitted herewith is for your information. •The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the . jurisdiction to return to the-applicant contact person. OOJ T~e appli~an·t.' ~ copy of th~ check ~ist has be~n sent to: 'f'1AR.k LANG-AN C ··SHITH CoNQ,LT!Nf_ ARCHIT~CTsJ. 9f6f ScR.At-/TOtd ROAD :!;1-tro' sD q <I</ HD Esgil staff did not advise the applicant contact person that plan check has been completed. , O Esgil staff did advise applicant.that the plan check has been completed. Person contacted: ------------ Date contacted: ________ Telephone # _______ _ D REMARKS: ______________________ _ By:· vAv,p VA:o Enclosures: _________ _ . ESGIL CORPORATION 0f6 11GA 0CM .... :_., I . ,,,. PI.AK <mX:IC,HO. __ qL.!/_-..:.../ 6~J::.=k;,___,......___ JURISDrc:ri:oH: __ .=:;;c-'-4..I..I:· f2L:.=:..-s_13,,c; ___ _..p.__ _____ _ ro: ___ __,_f'-1.i.;.A ____ R_l< _ _..LA, ............. N ____ .---1-o/-A ...... N_. __ 9H? scr:o.nfo1t &d --11-rs-o _S"D CA qz...12.. I OCCOPAHCY: ____ .----"g __ -_'Z. ________ _ BOILDIBG USE: ef..fr1ce_/ )pan"{«fwe/Warehm1.te_ TYPE OF C:OHSTRIJC".tIOH: F -1 6 r: 2Fx1s-f/>7)J. 1 st; AC'l'QAJ;. AR&\: 1.11. <to C (b¢,.1° 7 o_ cJcl. e ncf..p(~ uy 72 t P Ta::Al : { .q_9,o4o Sfk ,Yq;f Ptrch +ftw: /~{!PtJ,X 3 )( .2.: {0J;fllli> YClrd 1'1t1fl.,.,tt"'--r Sf K M..TmABLE AR&\: /tf. Ov.c> ,( 2 X :3-,.,, X <.. ::: /41 OOb S'l'ORlES: ________ __, __ ...,,....,.__.....,. _____ _ HEIGB:r: ___________________ _ ~=--------,.i:Y..;,f'..;::S:;,__ _______ _ ? OCCOPA!r.r LOAD: ________________ ___ REMARKS: ___________________ _ Date plans received by jurisdiction: _____ _ Date plans received by Esgil Corp.: __ ,_z.....:/__,_/-=b;;..__ I Date initial plan check completed: I 2/?i By=-....... ?4A~1.....,1 ,_..o"--_ _,..X.,_J4o~-- AP,plicant -contact person: LA.NcfAN Tel. ___ 4 ____ S_2 ______ -..... 3..._._I ..... £ ..... ? _____ _ FOREWORD: PLF.ASE. 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 l~ws regulating energy conservation, noise attenuation and access for the disabled. The plan check is based on regulations enforced by the Build!ng Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Present California law mandates that construction comply with Title 24 and the applicable model code editions adopted, with or without changes, by the various state agencies authorized to propose building regulations for enforcement at the local level. Code sections cited are based on the 1988 UBC. The circled items listed need clarification, modification or change. All items must be · satisfied before the plans will be in conformance with the ~ited codes and regulations. Per Sec. 303 (c), 1988 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., plan sheet, specification, etc. Be sure to enclose the marked up list when you submit the revised plans. M>TE: PAGE HlllBERS ARE IU.r Ill SEQUENCE AS PAGES BAVIItG-, r.mtS HEEDING C:ORRECr.IOHS WERE DELEIED. List No. SO, GENERAL COMMERCIAL~ WITHOUT ENERGY OR LOCAL ORDINANCE OR POLICY SUPPLEMENTS {1988 UBC) .. _. -~ .. _. ;~I . ~ '· . } \. I • I ·-..• ·-·:-_.; A. 0 f· B. I I 0 I· !· ,., 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: Esgil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, California 92123, (619) 560-1468. Please make ail corrections on the original tracings and subm~t two new sets of prints, and any original plan sets that · may have been returned to you by·the jurisdiction, to:- The jurisd:;cti:on's building department. Provide the site address and a vicinity sketch on the Title Sheet. Provide the names, addresses and telephone numbers of the owner and the responsible design professionals on the Title Sheet. · All sheets of the plans and.the first sheet of the calculations are required to be signed by the California licensed architect or eng~eer responsible for the plan preparation. Please include the California license number, seal, date of license expiration and the date the plans are signed. Business and Professions Code. Show on the Title Sheet all buildings, structures, walls., etc. included under this application. Any portion of ·the project shown on the site plan that-is not included with the building permit application filed should be clearly identified as "not included" on the site plan or Title Sheet. Provide a Bui~ding Code Data Legend on the Title Sheet. Include the following code information for each building proposed: Occupancy Group Description of Use Type of Construction Sprinklers: Yes or No Stories Height Floor Area Justification to exceed allowable area in Table 5-C. (if applicable) Justification to exceed allowable height or stories in Table 5-D. (if applicable) ® IS I Q /· I I· Provide a note with the building data legend stating that yards used for area increases shall be perrµanently maintained. Indicate on the Title Sheet whether or not a grading permit is r~quired for this project. Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and 1988 UBC, UMC and UPC and 1990 .NEC. 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. Specify the Uses of all rooms or areas. C SITE PI.AM I·. Provide a fully dimensioned site plan drawn to scale. Show north arrow, property lines, easements, streets, existing and proposed buildings and structures. Q ,Provide a statement on the site plan stating: "All property lines, easements and buildings, both existing and proposed, are shown on this site plan". l I ;. Clearly designate on the site plan existing buildings to remain, existing buildings to be demolished, buildings to be constructed under thi~ permit and any proposed future buildings. Clearly designate any side yards used to justify increases in allowaple area based on Section 506, 3 -€?01 Yo. rd. Show on the site plan all proposed walls, retaining walls and fences. Specify their heights on the plans. Provide construction details if a part of this permit. Clearly dimension building setbacks from property lines, street centerlines, and from all adjacent buildings and structures on the site plan. ,,,2,'I/ l;e M£eef I gnJ I dY .s.+c:>red d /.,J,4! ,'t - o.-· ±he b Ir/er , -::t:s Sh:ee; T 0rred;;, ? ? ) * 0 H °C?UPa111 v' I I 7/10/91 2 •-••••~1•t"ul,.._~"\-,-.•.••;,:"•iJ'•t•"J V~•,t,.; ••1,1;, ·1.:.,1: ,., "'• ••'''' •~. < • >•' '•' .,, •* ' ., ., .• ·, I ' ., ., ., ·., I ·1 .. , ,. •' ....... ·1 I Q t· D. t· f l 1· r- Show. and dimension on the site plan all building projections including eaves, balconies, cornices and similar appendages extending beyond the exterior walls. Show on the site plan, or provide the grading plans, showing finish floor elevations, elevations of finish grade adjacent to. buildings, drainage patterns and locations and gradients of cut ·or fill slopes. Show dimensioned parking .layout including any ~equired disabled access spaces. Show the location of any designated flood plains, open space easements, or other development restricted areas on the site plan. When two ·or more buildings are on the same prope~y, the buildings shall have an assumed property line between them ·for the purpose of determining the required wall and opening protection and roof cover requirements, per Section 504 (c). An exception is provided if the combined area of the buildings is within 'the limits specified in Section 505 for a single building. If this exception is used, show how the building(s) will comply with Section 505. When a new building is to be erected on.the same property as an existing building, the location of the assumed property line with relation to the existi,lg building shall be such that the exterior wall and opening protection of tjle existing building meet the criteria of Table 5-A and Part IV. Section 504 (c). Buildings over one story and containing courts shall have an assumed .property line for the purpose of · determining required wall and open~ protection of court walls, per Section 504 (c). See possible exception. Please show how the court walls will be made to comply with Sec~ion 504 (c). · The exterior walls less than ~feet to a property l~e or an assumed property line, shall be ____ fire-rated construction. Section _·_o3. . . Exterior walls shall have a 3Q -inch parapet when less than IO feet to :a _property line or an assumed property line. :i;11e· uppermost 1811 of such parapets ·shall be noncombustible. (see exception, Section 1709.) ·The exterior wall shall have protected openings (3/4 hour) when closer than IQ feet to .a property line or an assumed property line. Section 03. 8/19/91 r· f· /1. r· r· 31· /9- · f·· The exterior walls shall have no openings when closer than _____ feet to a property line or an assumed property line. Openings include windows, doors, scuppers, vents, etc. Section ____ 03. Eaves over required windows shall be not less than 30 inches from side and rear property lines. Section 504 (a). Combustible projections located where openings are ·required to be protected shall be heavy timber or one-hour cons.truction. Section 1710. Projections may not extend more than 12 inches into areas where openings are not allowed. Section 1710, Projections over public property must comply with Chapter 45. Projections may not extend. more than one-third the distance from the exterior wall to the property line or one-third the distance from an assumed vertical plane located where fire- resistive protection of openings is first required, whichever is least restrictive. Section 504 (b). When openings are required to be protected due to location on property, the sum of openings shall not exceed 50 percent of the total area of the wall in each story. Section 504 {b). A covered pedestrian walkway must comply with the requirements in .section 509. Exterior exit balconies cannot be located in an area where openings are required to be protected. Section 3305 (i). Exterior stairways shall not project into yards where protection of openings is required, Section 3306 (n). Yards or courts serving as required exits for 10 or more occupants must be at least 10 feet wide or have walls of one-hour construction for a height of 10 feet above the court or yard grade. Openings shall be protected by fire-assemblies having a rating of not less than three-fourths-hour. Section 3301 (b) definition and· Section 3311 (d). Structural elements exposed in walls required to be fire~resistive construction due to location on property must have the same fire- resistive rated protection as the wall, or as required for the structural frame for the type of construction, whichever is greater. Table 17-A footnote l, and Section 1702. 3 ... _; ' ., . ·:l · .. ·' .,,, l :· ~ -:· , ... : :: . t· ,5. '7. G. Area separation walls, which separate portions of buildings having different heights, may terminate 30 inches above the lower roof level, provided the exterior wall for_a height of 10 feet above the lower roof is of one-hour fire- resistive construction with openings protected by three-fourths-hour assemblies. As an alternate, the wall may terminate at the sheathing of the lower roof, provided roof/ceiling elements, if parallel to the wall, are one-hour construction for a 10 foot width along the·wall at the lower roof; where the lower roof/ceiling elements are perpendicular to the wall, the roof/ceiling elements shall be one-hour for the entire span. In each case, . construction supporting -the. roof/ ceiling shall · · · also . be . one-hour construction. ·Section 505 (e) 5. No openings in the lower roof are permitted within 10 feet of the area separation wall if parapets ar_e not provided. Section 505 (e) 5. Show the basis for the approved fire-resistive construction el~ts for the area separation wall, parapet, and. ceiling assembly if used in lieu of parapet, i.e., Item Number ip. Table 43- A, B, C or U.L •. Directory, etc. (Note: Trusses require two layers of 5/8 inch Type 'X' drywall, per Item 21-1.1 in Table 43-C.) Parapets of area separation walls shall have noncombustible faces for the uppermost 18 inches, including counterflashing and coping materials. Section 505 See the attached article, "Area Separation Walls Revisited", and incorporate appropriate data and details on your plans. Provide complete details of the area separation wall(s) to show compliance with Section 505 (e) · 1-·5. Provide a note on the plans stating: "Plumbing and conduit penetrations of the area separation wall .shall be of copper -or ferrous. No plastic pipe may penetrate the area separation wall". Section.4304 (e). BDILDDE BEI<m/Sl'ORI§' ._ J.. Clea;-ly show the maximum· building height based T on the definition in Section 409. 61._ ·Clearly show if the lower level is a basement / or story, based on the definitions in Section /2. 403 and 420. Plot the finish grade (adjac~t ground level) on the elevations and dimension the distance to the floor above for story determination. See definition of grade, Section 408. f· J. H. -,. 0 The height and number of ·stories cannot exceed that shown in Table 5-D. Show the code basis for the height/number of stories as shown. One additionai story would be permitted beyond that shown in Table 5-D if the building is sprinklered throughout and the sprinkler system is not otherwise required by Section 506 (area) or Section 508 (substitute for one- hour). Section 507. Towers, spires and steeples shall comply with Section 507, Exception 1 •. FIRE-RESIS'IIVE CX>RS'IROCITON ·wbere one-hour fire-resistive construction is required, an approved automatic sprinkler system, when not otherwise required, may be substituted for the one-hour construction. However, the fire· sprinkler system shall not waive or reduce fire-resistive requirements for: occupancy separation, exterior walls due to location -0n property, area separation walls, shaft enclosures, corridor protection, stair enclosures, corridor protection, stair enclosures, exit· passageways, type of construction separation per Section 1701 and atriums constructed in accordance with Section 1715. Section 508. Provide details of the one-hour fire-resistive construction. Include roof/ceiling assemblies, floor/ceiling assemblies, wall assemblies, post and beam assemblies, etc. Detail how one-hour fire-resistive wall construction is maintained at built-in wall fixtures and behind mailboxes, fire extinguisher cabinets, electric panels exceeding 16 square inches in area, etc. Section 4304 (e). Detail and reference I.C.B.O. number or other approval for horizontal fire assembly using trusses. It81!1 21-1,1 in Table 43-C requires 2 layers of 5/811 Type X gypsum wallboard at the .bottom chords of_ trusses. Section 4303 (b) 8. ~~ Detail how fire-resistive wall and ceiling protection will be maintained at all duct penetrations.such as at bathroom and kitchen hood fans, laundry room.fans and dryer vents. Also detail recessed light fixtures. Show duct openings in ceilings, regardless of size, have approved ceiling fire dampers. Section 4303 (b) 6. ... ~ .. ' •_, ...... • ;•1 I • I I j-' 73. f· f. f· t· '¾k . Roof/ceiling and floor/ceiling assemblies must be of one-hour construction. Detail fire assembli~s on plans aiong with their ICBO number or other I.D. number from the Fire- Resistive Design.Manual published by the Gypsum Assoc. or U.L. number or item number from Table 43-C. UBC. Detail water heater vents located inside fire- resistive wall construction or within fire- resistive shafts. Section 1706 (a). Clearly identify l.ocation and hourly fire- resistive rating of vertical shafts on the plans. Provide ·construction details showing location of fire dampers and how fire .resistivity will be .maintained at floors and roofs. Section 1706. Fire-resistive exterior wall construction shall be maintained through attic areas. Section 4304 (c). Detail column fire protection·per Table 43-A in the UBC and specify column impact protection in garage areas per Section 4303 (b) 5. As a minimum, show a 22 ga. ·steel jacket around each .column to a height of 3-feet above the ground for impact protection. Structural members such as beams supporting more than one floor or roof must · be individually £ire protected. (Section 4303 (b) 6.) Detail required protection. Clearly specify minimum thickness of walls and slabs to provide _,...,...,. __ -hour fire-resistive rating per Table 43-B and c. Clearly specify minimum cover for bonded reinforcing at_ fire-rated floors, -,,-,----..,,.fire rated columns, ______ fi:r;-e rated beams. Clearly specify minimum cover for prestressed concrete tendons per Section 4303 (c) 3. Detail all plumbing and electrical penetrations at occupancy, area, corridor or other '.fire separation walls as specified in Section 4304 (e). 7~. Detail all -furred ceilings as required in / Section 4203 • .-Show.fire-retardant treated wood where necessary. C\ Clearly label and iden~ify on ~e ~lans the ~ fire-resis~ive corridors, area separation walls, shaf~, occupancy separation walls and floors, exit courts less than 10 feet wide and exit; enclosures, along w.ith their hourly ratings. Section 302 (a). 8/19/91 I. Fo8J!1 plastics shall not be used as interior finish except as provided in Section 1712. When walls and ceiling are required to be fire-resistive or noncombustible, the finish material shall be applied directly against such fire-resistive or noncombustible const:i;u~tion or to furring strips not exceeding 1-3/4 inches. The furred space shall be filled with inorganic or Class I ·material or fire stopped not to exceed 8 feet in anr direction. ~ection 4203, 1. ~-When finish materials are set out or dropped / more than 1-3/4 inches from fire-rated walls or ceilings the finish material shall be Class I or sprinklered on both sides or attached to noncombustible backing or furring strips. ·1 /5. f· .J. f· +· . Section 4203, 2. Hangers and BJ!Sembly members of dropped ceilings below a one-hour ceiling assembly shall be noncombustible materials except in Types III and· V construction, where fire- retardant treated wood may be used. Section 4203, 2. . All interior wall or ceiling finishes less than 1/4 inch thick shall be applied directly against a noncombustible backing unless it is in accordance with an approved tested assembly. Section 4203, 4. Provide a note on the plans or on the finish .schedule, "Wall and ceiling materials shall not exceed the flame spread classifications in UBC Table 42-B.11 A _-hour occupancy separation is required between ___ occupancy and the __ ._occupancy. Table 5-B, Section 503 (d), Tables 43-A, B, C and Chapter 43. (See exceptions in Section 503) Administrative and clerical offices and similar rooms need not be separated from other occupancies provided they are less than·25 percent of the floor area of the major use and not related to an H-2 or H-3 occupancy. Section 503 (a). .Provide --,--.-hour fire-resistive door assemblies in the _____ -hour occupancy .separation. Section 503 ( c) • 6 :.:!· :.· . • ~! ;, ·. ,• '• ... ; _.-::i·, r· 15. f· A B-1 occupancy ih the basement or first story of a building housing a group B, Division 2 occupancy may be classed as a separate building. The building above may also be considered a separate and distinct building fo~ the purpose of area limitation, limitation of number of stories and type of construction ONLY if the conditions of Section 702 are met: a. B-1 is Type I construction. b. B-1/B-2 is separated by a three-hour occupancy separation. c. B-1 is restricted to passenger vehicle storage, entry _lobbies, laundry rooms and mechanical equipment rooms. (no storage, recreation room, etc.). d. The maximum buildil;g height does not exceed the limits l.Il Table 5-D for the least type of construction. The Type I construction is required to have protected openings when located within 20 feet from a property line or centerline of a public way. Section 1803 (b). In Type I construction, no openings are permitted in exterior walls less than 5·feet from a property line. Section 1803 (b). All openings in floors forming a three-hour separation ·shall be protected by vertical enclosures above and below the opening. The walls of such enclosures shall be not less than two-hour fire-resistive construction, and openings therein shall be protected by a one and one-half-hour assembly. Section 503 (c) 2. Tables 43-A, B, C and Chapter 43. Structural members .supporting an occupancy separation must have the same fire-resistive ratin& as the separation. Section 503 (b). No openings are allowed in a four-hour fire- resistive occup~cy separation wall. Section 503 (c). Openings in_ a three-hour fire-resistive separation shall be protected by a three-hour assembly, and openings may not exceed 25 percent of the lepgth of wall in the story and· no single.opening shall exceed 120 sq. ft. Section 503 (c). A two-hour fire-resistive separation shall be not less than two-hour fire-resistive construction. Openings shall be protected by a one and one-half-hour assembly. Section 503 (c). 2/14/90 ~- IC. fs. A one-hour fire-resistive separation shall be not less -than one-hour fire-resistive construction. Openings shall be protected by a one-hour assembly. Section 503 (c). Occupancy separation wall penetrations must be either ferrous or copper and fire-stopped. Steel electrical outlet boxes shall not exceed sixteen square inches and further, shall not exceed one hundred square inches per one hundred square feet of wall, may be installed and shall be separated by a horizontal distance of twenty-four inches when on opposite sides of a wall. Section 4304 (e). Clarify that wiring within concealed spaces complies with the Mechanical Code and UBC Section 4305 (e). · Ducts penetrating one or two-hour occupancy separation walls must have fire dampers. A fire door is required for three-hour separations. Section 4306 (j). Usable space under the first story shall be enclosed and shall be separated from the non- usable space as required for one-hour fire- resistive construction· and the door to the usable space shall be self-closing, of noncombustible construction or solid wood core, not less than 1-3/4 inches in thickness. SectiQn 1703. Show the basis for the rating of the occupancy separation you propose, i.e., Item number in Table 43-A, B, C; Gypsum Fire-Resistive Design Manual; U.L., etc. Unless the entire building is sprinklered, storage areas in excess of 1000 sq. ft. (3000 sq. ft. if storage area is sprinklered and not otherwise required to be) in connection with sales occupancies shall be separated from public areas by a one-hour fire-resistive occupancy separation. Section 702 (b). Iri all occupancies, floors above the first story having 10 or more occupants, shall have not less than two exits. Section 3303 (a). 1~. In areas where the occupant load exceeds 3 0, / two exits are required. See _______ _ I· ;8. Table 33-A. Rooms with more than 10 occupants may have Qlli! exit through~ adjoining room. Revise exits to comply. Section 3303(e). Exits should have a minimum separation of one- half the maximum overall diagonal dimension of the building or area served. Section 3303 (c). ,S3o6(£) 7 ··1 . ... ... -:· ~ .. : f· L. I' '·-,_ Ramps required by Table 33-A shall not exceed 1:12; other exit ramps 1:8. Ramps steeper· than 1:15 shall have handrails as required for stairways. Minimum size landings .and landing clearances must be provided. Section 3307. S'.IAIRWAYS ,./i: Stairway width must be at least 44 inches when r-· serving 50 or more occupants; 36 inches when less than 50. Section 3306 (b). 9 Eighty inch mtnimum headroom clearance for stairways should -be ind.icated on the plans. Section 3306 (p). Note that this is.from a plane tangent to the stairway tread nosing. ;P· Stairway handrails should not·project more than· 3-1/2 inches into the required width. -Trim and stringers may not project more than 1-1/2 inches. Section 3306 (b). Enclosed usable space under interior or exterior-stairways ·should be protected.on the enclosed side as required for one-hour fire- resistive construction. Show 2 x @ 1611 o.c. nailers. Section 3306 (m) (n) •· Landings should not be reduced in width more than 7 inches by a door when fully open. Section 3304 (j). Stairways from upper levels which extend below the level from which egress from the building is provided, shall have an approved barrier to preclude exiting into such lower levels. Section 3306 (h) & 3309 (e). Vertical distances between stairway landings are limited to 12 feet. Section 3306 (i). All interior stairways and ramps shall be enclosed. In other than Hand I occupancies, an enclosure is not required if serving only one adjacent floor and not connected to stairs or corridors serving other floors. Section 3309 (a). Stairway ris.er must. be_ ~-inches minimum and 7 inches maximum and · minimum run shall be ll incp.es. Section 3306 (c). See the exception for private stairways serving l!'!SS than 10 occupants. · Winding and spiral stairways-are permitted only in residential occupancies. Section 3306 (d). 2/14/90 7· Stairways should be enclos~d as specified in Section 3309: 0· a. Two-hour fire-resistive walls are required in buildings of Type I and II-F.R. construction, and in all buildings over ·four stories, and one-hour elsewhere. b. Only exit doors are allowed to open into exit enclosures. c. Doors should be labeled one and one-half hours or one-hour fire assemblies, and noted that the maximum transmitted temperature end point shall not exceed 450 degrees (F) above ambient at the end of 30 minutes of the fire exposure specified in UBC Standard 43-2. d. Exit enclosures should include a corridor on the ground floor extending to the exterior (see exception). Fire-resistive construction should be as required for the exit enclosure, including protected openings. Only exit doors are perpiitted to open into the corridor. _ e ~ An approved barrier is required at the ground floor to prevent people from accidentally continuing to the lower level. f. Usable space is not allowed under the stairs. Occupied floors more than 75 feet above the highest grade should have all exits from the building in smoke-proof enclosures. Section 3310 (b). In buildings four or more stories, one stairway must extend to the roof. Section 3306 (o). It must be in a smoke-proof enclosure in buildings over 75 feet in height. A first story as allowed by Section 702 shall be included in determining the number of stories when determining if a·stairway to the roof is required. Section 3306 (o). 9 ·: -~ ·."') .'i) :.·.· ·-· .,. }/;,_ One:hour corridors shall not be used as an r' integral part of a duct system. 'This inclu.des the space above a dropped ceiling within the one-hour corridor. UMC Section 706 (b). .fa. Provide a complete architectural section of the -/;,' . corridor, and exterior exit balcony, showing all fire-resistive materials and details of construction for all floor, walls, roof and all penetrations. Section 3305 (g). ~-Ceilings of combustible materials cannot be suspended below the one-hour corridor ceiling. In types III or V construction fire retardant treated wood may pe used. Section 3305 (g). 1/o. Corridor walls may .t!;?rminate at the. ceiling / only if the ceiling is an element of a one- hour fire-resistive floor or roof · system. Section 3305 (g). · 1/,, When two exits are required, dead end corridors 7~ and exit balconies are limited to 20 feet. r· N. Section 3305 (e). 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. EXIT SIGNS Exit signs are required since the occupant load exceeds fifty. Show all required exit sign locations. Section 3314 (a). ~-S~ow two sources of power for the lamps at exit signs. Section 3314(d). Show th?,t exits are lighted with at least a one foot candle at floor level. Section 3313 (a). Show separate so~ces of power for exit illumination. (Occupant load exceeds 100) Se~tion 3313 (b). @. The exit sign locations as shown are not adequate. ' ·O. ELEVAl'ORS 166. Elevators shall be enclosed in a one-hour shaft / except in Type I and Type II F.R. construction where the elevator shall be in a two.hour shaft. Section 1706. · /49. Every opening into an elevator shaft enclosure / 0 shall be protected by a self-closing fire assembly having a one-hour fire rating in one- hour shafts and one and one-half hours in two hour shafts. Section 1706. 2/14/90 t· .,.3. f· Is- Elevator shafts extending through more than two floor levels shall be vented to the outside. The area of vent shall be not less than 3 1/2% of the shaft area and a minimum of 3 square feet per elevator. Section 5104. Elevators in high rise buildings shall comply with Section 1807(b). Every elevator lobby or entrance area shall be provided with an approved smoke detector as required by Section 5103(b). Revise the number of elevator cars per hoistway enclosure to comply with Section 5103(a). Provide clear inside elevator car dimensions as required by U.B.C. Section 5103(d) 6 and Title 24 2-5103(d.1), a. At least one elevator in buildings 4 or more·stories in height: 8011 by 5411 , with a 42-inch side slide door. Applies only to: high-rise buildings, A/E/I occupancies, State-owned buildings, residential care homes, hotels, motels, apartments and condominiums. b. Elevator in buildings more than two stories or buildings where disabled access is required to upper level(s): 6811 by 5411, with a minimum clear door width of 3611 • c. Elevators other than in (b) above serving less than 50 occupants shall have a minimum inside platform of 4 feet 6 inches by 4 feet 6 inches and a minimum clear door width of 36 inches. Provide notes, details or specifications to show the elevator will comply with UBC Sections 5102-5106 and Title 24 Section 2-5102 thr.ough 2-5105. Doors other than the hoistway door and the elevator car door are prohibited at the point of access to elevator car, except doors readily openable from the car side. Section 5106. P. GLASS AND GLAZilC ,A7, Specify on the window schedule the glass type l' and thickness to show compliance with Table '54-A and B. Glazing, in . the same wall plane as a door, must be safety glazing if within 1211 of the door and less than 6011 above the walking surface, unless the glazing is leaded or faceted glass. Section 5406 (d) 6. 11 , r -·-: 2'3 1· s. t· Prov'ide class ___ standpipes per Section 3807. A first story as allowed by Section 702 s_hall be included in determining the number of stories when determining if standpipes are required. Section 3806. Provide a copy of the project soil report prepared by a California licensed architect or civil engineer. The report shall include foundation design recomendations·based on the ~gineer's findings and shall comply with UBC Section 2905. Specify on-the foundation.plan or structural specifications sheet ·the soil classification, the soils expansion :4J.4ex and the design bearing capacity of the-foundation. Section 2905(c). Q Provide a letter from the soils engineer ~ confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soil report are properly incorporated into the plans. (When required by the soil report). Q The foundation plan does not comply with the ~ following soil repo;:_t recopllllep.dation(s) for this project ____ .,,_\c__._P ___ b-P ___ • ____ /(O_w ______ . __ .. fa. Provide notes on the foundation plan listing r~ the soils report recommendations for foundation slab and building pad preparation. G The soils engineer ;ecommended that he/she review the foundation excavations. Note on the foundation plan that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that: 1. The building p~d was prepared in accordance with the soils repo~t, 2. The utility trenches have been properly backfilled and co_mpacted, and 3. The foundation excavations -comply with the· intent of the soils report". ,,fo. Provide spread footings for concentrated loads ,., designed for 1,000 psf soil bearing or per bearing value as determined by an engineer or / architect. Chapter 29. £11. Show height of all foundation walls. Chapter i3. /.12. Show height of retained earth on all foundation walls. Chapter 23. (iii)@ &ge I of the ::fe1W4Pd 2/14/90.IC" 1.::1 p . ..'.2 of flfO'f-f_ Show distance from foundation to edge of cut or fill slopes and show slope and heights of cuts and fills. Chapter 29. 2"i4. Note on the plans that wood shall be 6 inches T-above finish grade. Section 2907(a). @·Note·on plans that surface water will drain away from building and show drainage pattern and key elevations. Section 2905 (f). f· Dimension foundations per Table 29-A. Floors Thickness of . s\ipj)or"ted>'c Stemwall Width Depth Footing 1 611 1211 1211 6" 2 811 1511 · 1811 711 3 1011 1811 2411 811 *Foundations may support a roof in addition to the floors. Where only a roof is supported, use foundation for one floor. /2.1. For buildings adjacent to sl9pes steeper than /J. 3:1, note.on the plans: "On graded sites, the ·top of any exterior foundation shall extend above the elevations of the street ·gutter at point of discharge or the inlet of an approved drainage device a minimum of 12 inches plus 2 percent." Provide elevations on the site plan to show compliance. Section 2907 (d) 5. Show foundation sills to be pressure treated, or equal. Section 2516 (c) 3 • Show foundation bolt size and spacing. Foundation bolt size and spacing for shear walls must be clearly shown on the foundation plan. Section 2907 (e). Specify size, ICBO number and manufacturer of power driven pins. Show edge and end distance and spacing. Section 306 (f). Show size, embedment and location of hold down anchors on foundation plan. Section 2303(b) 4. Note on the plans that hold down anchors must be tied in place prior to foundation· inspection. Show adequate footings under all bearing w~lls and shear walls. Section 2907 (b). Show stepped footings for slopes steeper than 1:10. Section 2907 (c). Show minimum 18 inch clearance from grade to bottom of floor joists and minimum 12 inch clearance to bottom of girders. Section 2516 (c) 2. Show pier size, spacing and depth into undisturbed soil. Table 29-A. 1"1/6 (-, f) £bow -1-bP -Gunefe,.f,',v ~houlJ be bPlo bl ele 4, -R,,< t ±lze plan J,'c( P.,± sho~ t't. >n 111 (4/tdfb O !' f<f t'/ (£ cecantz1an4J-/;,,- I~ .,., hi 'K~? ,,, ttt k . ,Pke'l-,. re vl,(P ,-C -1-ot -A b~t ~t CF-/ vb:; 1-.N..!.~ i ... .I?.g, . ~ ;•: .:.• .. , ...... .. 21,./. Beating partitions, perpendicular to joists, T" shall not be offset from supporting girders, beams, walls or partitions, more than the depth of the joists. Section 2517 (d) 5. 2iJ~ Show rafter ties. Rafter ties shall be spaced / ·not more than 4 feet on center and be just above the ceiling joists, where rafters and ceiling joists are not parallel. Section 2517 (h) 4. Show rafter purlin braces to be not less than 45 degrees to the horizontal. Section 2517(h)5. Show 1/211 minimum clearance between top plate of interior partitions and bottom ~hord of trusses. (To ens.ure loading will be . as designed). · Show or note fire . stops at the following locations per Section 2516 (f): a. in conceale<;\ spaces of stud walls and paJ;titions, including furred spaces, at the ceiling and floor levels and at 10 foot intervals along the length of the wall. b. at all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings; c. in concealed spaces between stair stringers at the top and bottom .of the run and between studs along and in line with the run of stairs if the walls under the stairs are unfinished; and d. in openings arotmd vents, pipes, ducts, chimneys, fireplaces and similar openings which afford a passage for fire at ceiling and floor levels, with noncombustible materials. ;:;iJ\. In buildings having floors and roofs of wood. CJ frame construction, other than dwelling or hotel occupancies, draft stop the area between th~ ceiling and -floor abov.e so that no concealed space exceeds 1,000 s.f. and no horizontal dimension exceeds 60 L.F. (if space has spririklers, then 3,000 s.f.·and 100 L.F.). ~ection 2516(f). X"f--·: ~wt1'utb½- ?Ls. In buildings having floors and roofs of wood 7., 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 spririklers, then 9,000 s.f. and 100 L.F.). Section 2516(f). 9 Show double top plate -with miriimum 4811 lap splice. Section 2517 (g) 2. ' • Show nailing will be in compliance·with Table 25-Q. 2/14/90 Show stud size and spacing. Maximum allowable stud heights; bearing wall: 2 x 4 and 2 x 6 max.·101; non-bearing: 2 X 4 max. 14 1 , 2 X 6 malt. io•. Table 25-R-3. Studs supporting two floors, a roof and ceiling must be 3 x 4 or 2 x 6 at 1611 o.c. Table 25-R-3. Note an A.I.T.C. Certificate of Compliance for glued laminated wood members shall be given to the building inspector prior to installation. Section 2505. -¼. Detail all post to beam and post to footing 3/'4 connections and reference the detail to the plan. Section 2516 (m). Q Detail s~ear transfer connections, including . ~ roof and floor dipphragms, to shear wall;;. : Section 2513. and cl~ar-'re~r-f'nce, ~f?ov;J . 2/ -+h.e re/,,..fi't,Yv herw-u,1--S1"'ppf .bPa111--3-~Nlt.NI/ · · 2 6. Specify nail size and spacing for all shear ~o · 1 walls, floor and roof diaphragms. Indicate · required blocking. Maintain maximum diaphragm dimension ratios. (Tables 2-5 I, J, K) and Section 4714 (d). ·0 2_i1. Provide truss details and truss calculations 7· for this project. Specify on the plans the zjs. 2/9· f· truss identification numbers. Provide roof framµig plan and floor framing plan. Section 302 (d). Provide framing sections through Section 302 (d). Specify all header sizes for opening over 4 1 wide. Section 2517 (g) 5. 2r-<. Provide calculations for ma,in vertical and 7· horizontal framing members and post footings. Section 302 (d). ?/2. Provide calculations for lateral loads, shear r· panels, .shear transfer and related. Section 302 (a) 7. In Seismic Zones 3 and 4, the allowable shear values for drywall in Table 47-I must be reduced 50% for earthquake loading. This does ·not apply to wind loading. 15 . \ :·.· ·2a6 .. Show 'on the plans all structural requirements T · developed in the structural calculations. ?fs. Columns and posts located on concrete or r· masonry floors or decks exposed to the weather I,. 18· t· or to water splash or in basements and which support permanent structures shall be supported by concrete piers or metal pedestals projecting above floors unless approved wood of natural resistance to decay or treat wood is used. Section 2516 (c) 4. Individual concrete or masonry piers shall project at least 8 inches above exposed ground unless the columns or posts which they support are of approved·wood of natural resistance to decay or treated· wood is used. Section 2516 (c) 4. Specify plywood grade and panel·identification index. Table 25-S-1. When roof pitch is less than 3:12, design ridge as a beam. Section 2517 (h). If foundation 14 II J framing cripple studs cripple wall studs are less than shall be solid blocking or the sheathed wit;h plywood. Section 2517 (g) 4. /o .. Cripple .wall studs exceeding 4 feet in height shall be 3 inch by 4 inch. or 2 inches by 6 inches when supporting 2 stories. Section 2517 (g) 4. f· Show plywood sheathing over exposed eaves, or other weather exposed areas, is "bonded with exterior .glue." Plywood used for exterior wall covering shall be the exterior type. Section 2516 (g)3, 2516(i). . -_/Ridges, hips, and valleys shall be at least one r· size larger -than supported rafters. Section 2517 (h) 3. I I beam . .d. . Jl.73. n open construction, provi e strap ties / across the beams at the ridge support. Section .2501 (b). ).14. v. f· Note oil th~ plans that "all weather-exposed surfaces shall have a weather-resistive barrier to protect the interior wall covering and that exterior openings shall be flashed in such a manner as .to make them weatherproof". Section 1707. Parking garages shall have an unQbstructed headroom clearance of not less than 71-011 above the finish floor to any ceiling, beam, pipe or similar construction. Section 702 (b). t6. Provide details of restr~oms to show compliance .with Section 510 (b), regarding floors, walls and showers. - 7/10/91 z/3· 'I· If both sexes will be employed and the number of employees ·exceeds four, provide separate toilet facilities for men and women. If "both ·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 Show unenclosed floor and roof openings, open and glazed sides of landings and ramps, balconies or porches more than 3011 above grade or floor, and roofs used for other than service to the building have 4211 minimum height guardrail, through which a 611 sphere cannot pass, and designed for 20 lbs. per lin. ft. applied horizontally at top rail (50 lbs. for exit facilities serving more than 50). Section 1711. Table 23-B. Provide platform and stage construction, including occupancy separations and roof vents, as per Chapter 39. Provide at least one drinking fountain for each floor level in Group A occupancies. Section 605. Show that aisles and seats comply with Sections 3315 and 3316. B~ildings housing Group A Occupancies shall front directly upon or have access to a public street not less than 20 feet in width. The access to the public street shall be a minimum 20-foot-wide right-of-way, unobstructed and maintained only as access to the public street. The main entrance to the building shall be located-on a public street or on the access way. Section 603. Pedestrian walkway shall comply with Section 509. Lateral bracing for suspended ceiling must be provided. · (UBC Table 23-P) Where ceiling is not supporting interior partitions, ceiling bracing shall be provided by four No. 12 gauge wires secured to the· main runner within 2 inches of the cross runner intersection and splayed 90 degrees from each other at an angle not exceeding 45 degrees from the plane of the ceiling. A strut (adequate to resist the vertical component from lateral loads) fastened to the main runner shall be extended to and fastened to the structural members of the roof or floor above. These horizontal restraint points shall be placed 12 feet o.c. in both directions with the first point within 6 feet of -each wall. Attachment of restraint wires to the structure above shall be adequate for the load imposed. UBC Standard 47-18. 4- 16 :-~ w. s x. 286. 287. 288. .. Provide note and details on the plans to show compliance with the enclosed Handicapped Access Check List. Handicapped access requirements may be more restrictive than the UBC. Provide mechanical plans, plan details, calculations and completed forms to show compliance with state regulations for energy conservation. Provide electrical plarts, plan details, calculations and the completed Form 5 or CF-5 to show comp~iance with state regulations for energy conservation. Incorporate in the plans or specifications the attached "Title 24 Mandatory Requirements" and the "Title 24 Construction Compliance Statement Requirements". Y. ADDI7IORAL Cc:\ Please see add'itional corrections, or remarks, 'e:Y on the following page. 9 To speed up the recheck process, note on this· list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. G 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, pl'ease briefly describle them and where they are lo~ted in the plans. Have changes been made to the plans not resulting from this correction list? Please check. ___ Yes ___ __,No :r«r.:CE: . .. . • " The following provisions are contained in ~itle 24, Part 2, California Building Code, as adopted and enforced by the State Fire Marshal. They are provided here as a courtesy to assist designers in developing the project documents. All applicable provisions may not necessarily be included. Please direct any questions regarding interpretations of these provisions to the lcx:al Fire Depart:aent. · S-1. Walls of corridors and exterior exit balconies in Groups A,E,I,R-1 and C Occupancies having an occupant load of more than m persons and in all other occupancies having an occupant load of 30 or more shall-be not less than one-hour fire-resistive construction. Section 3305(g)l, S-2. Note on the plans·.that approved floor-level exit signs shall·be provided. l'his 'l!.pplies to A, E and I occupancies. 7/8/91 S-3.·Area separation walls shall not be considered to create separate buildings for the purpose of automatic fire-sprinkler system requirements as set forth in Chapter 38. Section 505(e)6. EXCEPr.ION: Buildings separated by continuous area separation walls of four-hour fire- re~istive construction without openings. Buildings required to have automatic fire- sprinkler protection as set forth in Section 13113 of the Health-and Safety Code (homes for children or the aged) are prohibited from using area separation walls in lieu of automatic fire-sprinkler protection. S-4. In educational occupancies, storage and janitor clos~ts shall be of one-hour fire- resistive construction with openings protected _by assemblies having at least a three-fourths- hour fire-resistive rating. Section 802(c), S-5. Section 1807 should be reviewed for all high- rise buildings. S-6. -The exception in Section 3318 of the UBC has been revised so as to allow the omission of panic hardware at the main exit in churches (by using signage), only when the occupant load of the church is less than 300. S-7. If emergency warning systems are required, they shall activate a means of warning the hearing impaired. Flashing visual warnings shall have a frequency of not more than 60 flashes per minute. Section 7204. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1468, to perform the plan check for your project. If you have any questions regarding these plan check items, please contact _____________ _ DAVID at Esgil Corporation. Thank you, Enciosures: 1. 2 •. 3. 17 . •.. ,< ~. TITLE. 24 MANDATORY·REQU!REMENTS (To be noted on plans or specifications) HVAC Controls Sec. 2-5315. (a) Each HVAC system shall: · 1. Be equipped with at least one automatic device ·for reducing HVAC energy use during periods of nonuse or alternate uses of the building spaces or zones served by the system; 2. B~ able to maintain space temperature set points from 55 °·F--to 8.5 °F. Two or more replaceable fixed set-poin_t devices shal 1 be permitted if installed so as to maintain space temperature set~oints in the zone that they control; 3. Be able to provide sequential temperature control of heating and cooling capacity in each zone, if both heating and cooling are provided; 4. Provide a range. of temperatures up to l0°F in which no heatin·g or cooling is ·provided to the space, if the HVAC system has both heating and cooling capability; 5. Be able to terminate all heating at 70°F,or less; and 6. Be able to·terminate all cooling. at 78°F or more. EXCEPTION: Multiple zone HVAC sytems requiring concurrent operation of independent heating and cooling systems need~not comply with Section 2-531S{a) 4, 2-5315 (a)5, and 2-5315(a)6. (b) Zoning. Each zone shall be provided with at least one of the devices ~pecified in subsdction (a) to control the HVAC system which serves the zone. Each floor of a building with conditioned space shall contain at least one zone. Ventilation.Systems Sec. 2·-5316~ . On mecha-~ical ventilation supply and exhaust systems capable of moving more than 5,000 cfm of air, auto- matic damp•rs interlocked and closed on fan shut- down shall be provided. On gravity ventilating systems, e.ither automatic or readily accessible manually operated dampers in all openings to the outside, other than combustion air openings, shall be provided. Doors and Windows Section 2-5317. (a) Doors and windows between conditioned and uncon- ditioned spaces, such as garages and closets for central forced air gas furnaces using outside air for combustion, shall be des-igned to limit air leakage into or from the buildin.g envelope. .-.·- · .. · .. . ) Control Devices fo:rr Indoor Lighting Sec. 2-5319. Controls for lighting loads within the building envelope shall meet each of the following re- quirements. (a) Each area enclosed by ceiling-height partitions shall have independent control of the lighting within that area. (b) Each area enclosed by ceiling-height partitions shall have at least one readily accessible manually operated switching device to control lighting within the area. For lighting controls, "r~adily·accessible" means located so that a person using the device can see the controlled lights or the area being lit. Switching devices in addition to, but not instead of, the required reaaily accessible ~anually operated switching devices shall also be permitted. · (c) The general lighting of any area·100 square feet or larger in which the connected iighting load equals or exceeds 1.0 watt per square foot throughout the entire area shall be controlled so that £he load may be re·duced by at least one-half while maintain- ing a reasonably uniform level of illumination throughout the area. R~adily accessible switches, that control each luminaire in a space with more than one luminaire, orthat control each lamp in a space independently meet the requirements of this section. ~ (d) In all areas where effective use may be made of natural light, lighting circuiting shall be arranged so that units, in all portions of the area where natural light is available at the same time, are switched ind~pendently of the remainder of the area. · Occup.ant ·operating and Maintenance Information to be Provided by"-·Builder The builder shill provide the building owner, manager, and the oiiginal occupants a list of the heating, c.ooling, ··· water h~ating, and lighting systems and. features, materials, components, and mechanical devices conservation or solar devices installed in the building, ·and instructions on how to use them efficiently. -The instructions shall be con- sistent with specifications set forth by the Executive Director. Water Heaters and Plumbing Fixtures Water heaters, showerheads, lavatory faucets and sink faucets must be certified by the California Energy Commission (Excluding: waterheaters of the non-storage electric type and lavatories in public .facilities having devices .that limit the flow of hot water or have self-closing f"aucets or having devices that limit the outlet temperature to a maximum of 110°F) Section 2-53~4, Table 2-53G. , . ... ··i ·-1 .. TITLE 24 HANDICAPPED ACCESS CORRECTION LIST Jurisdiction CA.gJ...s BA...D Plan Check No. 9(-l6<f;t: References to section numbers with prefix 11211 are to Title 24, california Code of Regulations, Part 2 (california Building Code). Prefix 11311 is for Part 3 (california Electrical Code). Prefix 115" is for Part 5 (california Plumbing Code). Exemptions claimed for any item shall be requested in writing and shall include all daJ:a needed to determine "unreasonable hardship" as described in Section 2-422. SITE DEVELOPMENT 0 HANDICAf'.fED PARKING SPACES a. Provide,,...... ____ handicapp-ed spaces. 2-7l02{b) b. Space shall be so located that handicapped persons are not compelled to wheel or walk behind .parked cars other than his/her own. 2~1102(c) c. Parking ·space shall be a minimum of 9 ft.xis ft. ·with adjacent marked 5 ft. loading zone. Double space shall be 23 ft. wide. Where a single space is provided, the loading/unloading zone shall_ ·be on the passenger side of_ the vehicle. 2-7102(c). d. Maximum slope of parking surface in any direction .shall not exceed 1/411 per foot. 2-7102(e). e. Parking space(s) shall be identified with the International Symbol of Accessibility on reflectorized sign affixed to post or wall, and ~ duplicated on parking surface (symbol to be 3611x3611 and painted at the back -of the parking stall). 2-7102(f) f. Entrance to parking area (or at each stall) shall have a sign stating that unauthorized vehicle(s) parking in · handicapped space(s) may be subject to tow-away. 2-7102{f) _ . g. If covered parking is provided, then a. -reasonable portion of the · total num~r of stalls reserved for . the disab_led shall also be covered. 2-7102{a) · . h. • ... Entrances to and vertical clearances within accessible levels of parking structures shall be 8 ft. 2 in. to any structural member, duct or pipe. 2-7102(g) - Q, CURB RAMPS a. Curb ramps shall be located wherever pedestrian path crosses curb. (2- 7l03(a)) b. Curb ramp shall be 4811 min. width (2- 7103(b)) with maximum slope of l in 12. 2-7l03(d)' c. A level 4811 -min. depth landing is req~ired at top of curb ramps over entire curb ramp width. 2-7103(~) d. If no landing is provided, the slope of flared sides shall not exceed l in 12. 2-7l03(d) e. Surface-is to be slip contrasting finish sidewalk. 2-7103{f) resistant and a from adjacent f. Border markings shall be 1211 wide of l/411xl/411 grooves, 3/411 apart, located at top and sides. 2-7103(h) 0 WALKS. a. Site development and grading shall be designed to provide access to pr:i,mary entrances and access to normal paths of travel and where necessary to provide access shall incorporate pedestrian ramps, curb ramps, etc. 2-710l(a) b. Walks sloping greater than 5% (1 in 20) must comply with ramp requirements of Sec. 2-3307. 2-3325(c) c. Walk width shall be 4811 minimum, and shall have slip-resistant surfaces. 2-3325(a) d. The maximum cross slope shall not exceed 1/411 per foot. 2-3325(a)3 e. Gratings possible. are not 2-3325(b) allowed whenever f. At each gate or door a 6011x6011 level area is required when the gate swings toward the walk. 2-3325(e) g. A 4811x44" deep level area is required when the gate swings away from the walk. 2-3325(e) h. A 2411 clear space is required at strike side of gate or door. 2-3325(e) PEDESTRIAN RAMPS -:;; 1-&</I// c~,-' Je a. A path of travel with a slope greater than 1 in 20 -shall be considered a ramp. 2-3307(a) b. The maximum slope shall be 1 in 12. 2-3307(c.l) c. The width shall be 4811 minimum. A minimum width of 6011 is required where a ramp serves as a primary entrance to buildings having an occupant load of 300 or more. Group R Occupancies may be 3611 when the .occupant load is 50 or less. 2- 3307(b.l) .. ;, ' -. ·t, ·t ··: I· f- ; ,. ' d. The surface of ramps shall be slip- resistant. 2-3307(g) e. A 6011 interme4iate landing is required at maximum elevation change of 3011 and 7211 landing at each change of direction (over 30 degrees). 2-3307(d.l) f. Landings are required at top and bottom of ramps. 2-3307(d.l) g. Bottom landing shall be minimum of 7211 in the direction of travel. Fig. 2-33- llA h. _Top. landing shall be ·6011 x. 6011 minimum. 2-3307(d.1) i. When· door swings onto top land~g, minimum depth· of landing required is door width plus 4211• 2-3307(d.1.) j. Top landing shall have 6011 min. width when door swings onto the landing, with 2411 on strike side of door at exterior ramp, or 1811 at interior ramp. 2-3307(d.1) k. Ramp handrails are required on each side of ramp, when slope exceeds l in 15._ 2- 3307(e.1) · l. Ramp handrails shall be continuous, located 3011-3411 in height above ramp surface, with 1211 extensions beyond top and bottom, and the ends returned. 2-3307(e.1) m. Handrails shall be 1-1/411 to 211 cross section, spaced minimum of 1-1/211 from wall. 2--3307(e.1) n. A 211 high curb or wheel guide rail . centered 311 .± 111 above ramp surface is . required on both sides where not otherwise bounded by walls when the ramp exceeds 10 fee~~ length. 2-3307(h.1) · .. · .: ··. ' . . ... : ' .. ~ . SPECIAL ACCESS LIFIS . a. Lifts may be provided between ievels,· in' lieu of elevator~ when the vertical distance -between landings, stru~tural elevator, structural design and safeguards are as allowed by the State of California, Depa,rtment of .Industrial Relations, Division of Occupational Safety and Health. 2-5107(a) . b. l'he lift platform slµlll be of sufficient size to acco111nodate a wheelchair (3011x4811). 2-5107(a) c. There shall be a level and clear floor area or landing (6011x6011) a,t each level for access to the lift. 2-5107(a) HAZARDS a. Provide 8011 headroom from walkway surface to ~y overhanging obstruction. 2-3326(b) b. Headroom of maintained for etc. 2-522(f) ·so11• minimum shall be walks, corridors, aisles, c. Protruding objects with leading edges between 27 11 and 8011 above finished floor shall not protrude more than 411 into wa~ks, corridors, etc. 2-522(f) d. Free standing objects mounted on posts between 2711 and 8011 above the floor may project a maximum of 1211• 2-522(f) e. Abrupt changes in level exceeding 411 adjacent to walks, except between walks and adjacent streets or drives, shall be identified by 611 high warning curbs above walk surface. 2-3326(a) . EHllWfCES AND CIRCOLA:tIOH (!) ENTRANCES, DOORS, VESTIBULES AND CORRIDORS I Ali primary entrances to buildings shall be accessible to the handicapped. 2-3301(f) ~-All required passage doors shall have 3211 / clear opening at 90 degrees ( 3611 door) • 2-3304(f) /.At least one of a pair of doors shall meet the minimum 3211 clear entrance width requirement. 2-3304(f) ). Threshold shall be no higher than 1/211 above the floor. Edge to·be beveled with a slope no greater than 1 in 2, if more than 1/411 • 3304(i.1) f Exterior level landing may slope up to • 1/411 per. foot in any direction for surface drainage. 2-413 (!) Door hardware shall be of the lever or p1,1sh type, me>unted 3011 to 4411 above the floor and be operable with a maximum effort of 8.5 lbs. for exterior doors and 5 lbs. for interior doors. 2-3304(c), 2-· 3304(i.2) {ij l'he lower 1011 of the door shall be of smo.oth, plane.surface (no recess or trap) except at automatic and sliding doors. 2-3304(i.3) @ Building entrance(s) shall be identified by sign with the International Symbol of Accessibility. Show location on plan. The symbol shall be a white figure on blue background. 2-522(b) f· At turnstile, provide an access gate, 3211 ·clear width opening, within 30 feet of turnstile. 2-3304(i.4) There shall be a clear area on each side of door, 6011 deep in direction of door swing_and ·4411 deep in opposite direction of door swing. 2-3304(i.1) · -~ -.:~ .:'; ... , ·!'· •' b. Doors (other than handicap compartment) are not to encroach more than 1211 into above mentioned clear space. 2-511.l(a) c. Provide a 2811 clear space between water closet and fixture or 3211 clear space between water closet and wall. 2-si1.1(a) · d. A 4811 long clear space is front of water closet. space is required when compartment has a side door. 2-511.l(a) required in A 6011 clear the toilet e. Water closet compartment door to provide 3211 clear width for e:Qd entry ~d 34~1 · cletu:: width for side entry. Door to be self-closing. 2-511.l(a) @srNGLE ACCOMMODA'IION 'IOILE'I FACILI'IIES (;} ·water closet shall be located 2811 from a fixture or 32.11 from a wall. 2-511.l(a) Minimum clear space in front of water closet shall be 4811• 2.-511.l(a) _;;/. In an existing building, a single • accommodation toilet facility may have a space 3611 wide x 48 11 long in frorit of water closet. 2.-511.l(a) 0 GRAB BARS AT ~ATER CLOSET 0 One at side 4211 long extending 2.411 in front of water closet; one at rear 3611 long centered on water closet; both mounted 3311 above floor. Where a tank- type toilet is use.d, grab bar may be as high as 3611 • 2-511.l(a) ,AS. Bars shall be l-l/411 to l-l/2.11 in diameter with l-l/211 clearance to wall. 2-511.l(a) · · 0 · Bar fasteners and mounting support shall be able to· withstahd 250 lbs./ft. in · bending, shear ~d tension. 2-511.l(a) · @ WATER CLOSET ·, f Height of water closet -seat shall be ·1711 to 1911 above ·floor. 5-1502 @ Controls shall be ·operable with one hand, arid· shall not require tight grasping, pinching or twisting of the wrist. 5-1502 Controls for the flush valves shall be mounted on the wide .side of toilet areas, no-more than 4411 above the floor. 5-1502 'l'he force required to activate controls shall be no greater than 5 pounds force. 5-1502 ;:. URINALS a. Where urinals are provided, the rim of at least one shall project 1411 from the wall and be located 1711 maximum above floor. s-1so3(a) b. l'he force required to activate the flush valve shall be 5 lbs. maximum and located 4411 maximum above floor. 5-1503(b) c. Provide 3011 x 4811 clear floor space for forward approach. 2.-511.l(b) ®LAVATORIE~ a. Provide 3011 x 4811 clear floor space for forward.approach. Said clear floor space may include knee and toe space under lavatory described below. 2-511.l(b) b. Provide clear space beneath lavatories 2.911 high by 3011 wide by 811 deep at top and 911 high by 3011 wi'de by 1711 .deep at bottom from front of lavatory (toe space). l'he maximum counter surface height should be 3411• 5-l504(a) c. Hot water and drain pipes under lavatories shall be insulated. 5-1504(b) d. Faucet c.ontrols and operating mechanism (operable with one hand) shall be of the type not requiring tight grasping, pinching or twisting of the wrist (such as lever-operated) and an operating force not exceeding 5 lbs. 5-1504(c) e. If self-closing valves are used, they · shall remai_n open for at least 10 seconds. 5-1504(c) Q TOILET ROOM ACCESSORIES Q Mirror bottom edge shall be located 4011 maximum above f_loor. 2-511.l(b) J,. .. /· Toilet tissue dispensers shall be mounted within 1211 from the front edge of toilet seat. 2-511.l(b) Operating parts of dispensing and disposal fixtures (towels, waste, coin slots, etc.) shall be within 4011 of floor. 2-511.l(b) I· SANITARY FACILI'IIES IDEN'IIFICATION J· On doorways leading to sanitary -facilities the symbols to be provided are 1211 Equilateral· triangle for men, 1211 diameter circle for women, and 1/411 thick, centered on door, 6011 high and contrasting color. Unisex facilities shall be identified by the circle with the triangle superimposed within the circle. 2-511.l(a) --~ '' ,; . ' ., ·.•· .i , I .. ~ .. , .. ·,,,,·_ ' , . ,;, ..... , p -., ' ~ • PLAN a1EC1 lltllBER:. __ _._9 ..... 1_-_/_6_9_s-" __ ___ A C. ..... ' - •' DA.l:E: __ . __ l_~_-_::?_a._·_---_9 .... 1 ___ _ . l!GLEHADAKDC ' PLAN aw::KER: D ' D----- I -r-HIS .. A' bate,. 1~/4.f- _Prepared by 1- J:Av,p ytro Jurisdiction -CA{?LSB/tD VALUATION AND PLAN CHECK FEE PLAN CHECK NO.. o/ /-!6cfT BUILDING ADDRESS "'22-fS: _ Rt.,tfher--f@:c/ R,d . a Bldg. Dept. Cl Esgil . "' APPLICANT/CONTACT __ i'uA __ t?....,..r_k _____ L __ a,;.,,i'1Jl;--9 ..... fL......, PHONE NO. -¥ ..f-2.-:::: /d2-,,/2- BUILDING OCCUPANCY ~--<.. DESIGNER PHONE ------ TYPE OF CONSTRUCTION · · 71[-l"Jic ff.pk) J . CONTRACTOR PHONE ----- BUILDING PORTION BUILDING AREA VALUATION VALUE /' \. MULTIPLIER IY", k? ·,,:;.,,, ,,-;:,./,. ,,11 p ( 1'/1 -'l'7 ) 76/n. ,,;;,:;_ /6714~0 ~ ..... / v~ ,.,.,., !'11',(t...-1...t-d. J-0 S .£!ii!_ -r. ...,. . 7;s4~-z/ - .... . . . Air Conditionine: · Cornme~ci.al . .. @ --. Residential @ ' Res. or Comm. ', Jb/D I b" Fire s,,rinklers @ ~ J:i., 17, ~ Total Value .. .. 11 3 ~s,19 1- . B1:Jildirig Permit fee. $---------------_....,.$,._-_ __,_/4-S ..... ·-a..J_.P-_-__ 4A?~ _Plan Check F ee---::S:....__ __________ ....__-___ ...,.$'-__ ...._{_-r-o ........ ___ _ CO H H £ N TS_•-------------------------- SHEET / OF / ------- o, .. 12/87 " ~t ·:.; .., ... •.·.< .. .. :. : ..... .. .. . -. :, I • c·c c H H H E E E K/ _!y K ~~D I .I ~~D DOD ~~L av~1 -0040 { ~~o, ~7 ,~ l :.?. ,4~. ~ w~~ho~ BUILDING PLANCHECK ENGINEERING CHECKLIST DATE : ___ \ 2=-------2 __ 6_-_C\ _____ \ __ _ ~ ITEM COMPLETE PLANCHECK NO. Cl::. C\ I -j bf\ S ITEM INCOMPLETE NEEDS YOUR ACTION ITEM SELECTED PROJECT ID: _A..____.P....,.f'.-: ..... \ ______ ?. __ I -=2 __ -__ (')____.(-. __ ) _-__ \ __ 0 ___ ~ ..... 1_,_l _ LEGAL REQUIREMENTS site Plan 1. 2. 3. Provide a fully dimensioned site plan drawn to scale. , _Show: north arrow, property lines, easements, existing and proposed structures, street:;;, existing street improvements, right-of-way width and·dimension setbacks. Show on site plan: Finish floor elevations, elevations, elevations of finish grade adjacent building, existing topographical lines, existing · proposed slopes, driveway with percent (%) grade drainage patterns. pad to and and Provide legal description and Assessors Parcel Number. '· Discretionary Approval Compliance r/J / _ MD 4 ~ No Discretionary approvals were required. Project complies with all Engineering DOD 5 • Conditions of Approval for Project No. ________ • DOD 6. Project does not comply with the following Engineering Conditions of Approval for Project No. ________ _ Conditions complied with by: ________ Date: ___ _ /.. Field Review D~D 1.No Field review eompi-eted~ No issues raised. DOD 8. Field review completed. The following issues or discrepancies with the site plan were found: DOD A. Site. lacks adequate public improvements DOD B. Existing drainage improvements not shown or in conflict with site plan. DOD c. site is served by overhead power lines. P:\DOC~\MISFORMS\FRM0010.DH REV. 02/27/91 j DD D D. Grading is required to access site, create pad or provide for ultimate street improvement. DODE. Site access visibility problems exis-t. Provide onsite turnaround or engineered solution to problem. ODD F. Other: _________________________ _ Dedication Requirements dd'o 9. DOD 10. No dedication require~. Dedication required. Please have a registered Civil Engineer or Land Surveyor prepa-re the appropriate legal description together with an 8%" x 1111 plat map and submit with a title report and the required processing fee. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. The description of the dedication is as follows=-----------------'----- Dedication compl,eted, ·Date. _________ _ By: __ _ rd ~mprovement Requirements '-i IQ] D 11. 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. · · DD 0 12 • Public improvements required. This project requires construction of public improvements pursuant to Section 18.40 of the City Code. Please have·a registered Civil Engineer prepare appropriate improvement plans a.nd submit for separate plancheck process through the Engineering Department. Improv.ement· plans must_ be approved, appropriate securities posted and fees paid prior to issuance of permit. The required improvements are: __ _ Improvement plans signed, ·oate: _____________ by: ___ _ P:\DOCS\MISFORMS\FRM0010.DH REV. 02/27 /91 DOD 13. Improve~ents' are required. Construction of the public improvements may be deferred in accordance with Section 18.40 of the City Code. Please submit a letter requesting deferral of the required improvements together with a recent·title report on the property and the appropriate processing fee so we may prepare the necessary Future Improvement Agreement. The Future Improvement Agreement must be signed, notarized and approved by the City prior to issua-nce of a Building Permit •. Future Improvement Agreement completed, Date: _____ _ By: __ · ____________ _ 13a. Inadequate information available on site plan to make a determination on grading requirements. Please provide more detailed proposed and existing elevations and contours. Include accurate estimates of the grading quantities (cut, fill, import, export). J~o 14. No grading required as determined by the information provided on the site plan. DD D 15. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted for separate plan check and approval through the Engineering Department. NOTE: Th~ Grading Permit must be issued and grading substantially complete and found acceptable to the City Inspector prior to issuance of Building Permits. Grading Inspector sign off. Date: ______ by: ____ _ Miscellaneous Perm.its d~o 16. Right-of-Way Permit not required. · ODD 17. 18. 19. Right-of.:..way Permit required. A separate Right-of-Way Permit issued by the Engineering Department is required for the following: · · Sewer Permit .is not required. Sewer Permit is required. A sewer Permit is required concurrent with Building Permit issuance. The fee requj.red is noted below in the fees section. DD D 20. Industrial Waste Permit is not required. P:\OOCS\MISFORMS\FRM0010.DH REV. 02/27 /91 J • 2i. Industrial Waste Permit is required. Applicant must complete Industrial· Waste Permit Application Form and submit for city approval prior to issuance of a Building Permits. Permits must be issued prior to occupancy. . Industrial Waster Permit accepted - Date: ________ .By: ______ _,...... ________ _ Fees Regµired D N,1\ . 21. 23. 24. Park-in-Lieu Fee Quadrant: ______ Fee per Unit: _____ _ Total Fees: __ Traffic Impact Fee \--.\OT \M Cf=D Fee Per Unit :M;.::.t:1/A(:JT /._ CP'1 • Bridge and Thorough fare Fee Fee Per Unit: 11.-?2/AQT ;{ 677 Total Fee: .1b .2., 0177, -• r . Total Fee: -+fS l .4-'74 , -• /? 25. Public Facilitie$ Fee :required. 2.6. Facilities Management Fee Zone: 5 Fee:_/1-. __ _ 27. sewer Fees Permit No. ~E:-9tJIY1l4 EDU' s!Z;Q(o(o).(1~10 = 'SJ~P'\ . (F) . ---. , . Benefit Area: f>'1Cf/er;u i<-1-,O&b Fee: .'1b'5, l45~ 14 28. Sewer Lateral 1~~i;,~~-------·""-=l0=-------·---· ______ _ ENGINEERING AUTHORIZATION TO ISSUE PERMIT t--.1.F-1.J. £,..,\r_ri?. ~ P:\00CS\MISFORMS\FRM0010.0'Hn-------.-=.,.... REV. 02/27 /91 ~ ~ } ~· \'" N ...... " " ... ... .Ill Ill Q Q ~, I ]' t i ~ ~ ~ I.I I.I " " .s:: .s:: u u i C Ill --Q. Q. " ... Ill Q I t ~ ~ I.I " .s:: u C 111 -Q. P~GCHEO<LISf -. Plan Chec}NJo. C/// /6~-f' Address 22 gr fhAPf~i'--0 Planner ~ · b,::w&-L-. Phone 438-1161 ext. C/Jz.~ ------(~ame) APN: 2/2--06 2--oe, ~~~~~~~/~M=@~'~™~~~L~--~~.-~£~------- Zone C,IY) Facilities Management Zone _ __._r' ___ _ Legend [Z] Item Complete @ Item Incomplete • Needs your action 1, 2, 3 Number in circle indicates plartcheck number where deficiency was identified lS1tJ D Environmental Review Required: YES _ NO A TYPE __ _ DATE OF COMPLETION: • J '\ Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval--------------------------------- Discretionary Action Required: YES NO XTYPE __ _ APPROVAl./RESO. NO. __ _ r~~ ·-l. PROJECT, NO:. ___ _ DATE: _____ _ t-·· ' \ '· '· OTHER RELATED CASES: ___________________ _ Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval _____ ------------------------ .cr1j D California Coastal Commission Permit Required: YES _._ NO 4- DATE OF APPROVAL: --------------------------, r '~ ~ -I I , · · -~-··,:-'> San Diego Coast--Distriqt,. 3111 Camino Del Rio North, Suite 200, San Diego, CA. 92108-1725 {619) 521-8036 . Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval----------.-------------- ~DD tioo Landscape Plan Required: YES _ NO~ Se~ atta~hed s~bmitt~ requireni~~ts for landscape plans ... : Site Plan:. 1. 2. 3. 4. 1. 2. 3. 4. Provide a fully dimensioned site plan drawn to scale. Show: North',', arrow, property lines, easements, existing and proposed structures, streets, existing·' street 'improvements, right-of-way width and dimensioned setbacks. Show on Site Plan: Finish floor elevations, elevations of finish grade -~ adjacent to building, existing topographical lines, existing and proposed slopes and driveway. Provide legal description of property. Provide assessor's parcel number. Setbacks.~ Front: Required Int. Side: Required Street Side: Required Rear: Required Lot coverage: Required Height: Required Parking: Spaces Required Guest Spaces Required Shown Shown Shown Shown Shown Shown 3 l 'l. Shown ss-o Shown 0 0 0 Additional Comments--------------------------- OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE 1-z...-1e-r I PLNCK.FRM City of Carlsbad -_ _ · · _. . · -_ Fire Department 91127-2 • Bureau of Prevention Plan Review: Req1.1lrements Category: -Date of Report: Thursday, February 20, 1992 Building Plan Check Reviewed by: (!,, _ 13-~~L Contact Name Address Mark Langan 9868 Saanton Rd City, State San Diego CA ~21-i1 Ste 150 Bldg. pept. N-o .. 91··1685 Planning No. Job Name Calloway Golf ____ _.;... ______________________ _ Job Address 2285 Rutherford Ste. or Bldg. No. ______ _ 181 Approved -The item you have submitted for review has been approved. The approval is based on plans; inform~tion 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# 91127-2 File# --,-------- 2560. Orion Way .. Carlsbad, California 92008 • (619) 931-2121 BY: XEROX TELECOPIER 7010 ; 1-9-92 a·:1Zl1Plf:f·; ,GCITT G3-,, ; :f:i 2 CARLSBAD FIRE DEPT ;+\ . • · 9-~2 THU 8: 03 ~·,,: ·citY' ot__carlsbad . ·· · Fire Department FAX NQ. 6199290256 P. 02 • Bureau of Prevention / Plan Review: Requirements Category: I Building Plan Check Date of Report: Thursday, January 91 1992 Reviewed by:. _______ _ Contact Name Address Mark Langan 9868 Scranton Rd City, State San Diego CA 92121 Ste 150 Bldg. Dept. No. 91 .. 1685 Planning N·o. Job Name _c __ a_llo_w,....Jaye....G_o_tt ___ ~---------~- Job Address 2285 Rutherford Ste. or Bldg. No. ____ ....,. · D 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. 181 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# 91127-2 File# ___ _ 2560 Orion Way ' Carlsbad, California 92008 • (619) 931-2121 BY:xEROX TELECOPIER 7010; 1-9-92 8:02AM; ··-9~~2 THU 8: 04 CARLSBAD FIRE DEPT CCITT G3~ ,· · FAX NO, 6199290258 ;j::j: 3 P. 03 Requirements Category: Building Plan Check HARRIS Deficiency Item: Pending 14 Provide Technical Report Paga2 The building official may require a technical opinion and reµort to idantify and develop methods of protection from the hazards presented by the hazardous rnatarials. The opinion and report shall be prepared by a qualified person, firm or corporation approvQd by lhe building official and shall be provided without ohargo to th'e enforcing agency. The opinion and ref.X)tt may include, but is not lirnitad to, the preparation of a hazardous material managsment plan {HMMP); chemical analysis; rec=::rmmandations for methods of isolation, separation, containment or prot1;1ciion of hazardous materials or processes. Tha technical report shall contain a listing of quantities Md classfflcation of all hazardous malerials which will be stored, dispensed, handled, or used on the premises. 01/09/92 City ·of Carlsbad . . . ·, Fire Department • Bureau of Prevention Pla·n Review: Requirements Category: Building Plan Check Date of Report: Friday, December 20, 1991 Reviewed by: e~u i}LJZL Contact Name Address Mark Langan 9868 Scranton Rd City, State San .Diego CA 9212,1 ~e150 Bldg. Dept. No .. 91-1685 Planning No. Job Name Calloway Golf __ ,...,...... _____________________ ......,... __ _ Job Address 2285 Rutherford Ste. or Bldg. No. ____ _ D 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. 181 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. Fot Fire Department Use Only · Review 1st M 2nd. __ _ 3rd._---'_ Other Agency ID CFDJob#_--=-9~10~1~86~-File#_-'----,-- 2560 Orion Way • Carlsbad, California 92008 • (619) 931-2121 'J! SKT STRUCTURAL CALCULATIONS PHASE IV, NEW MEZZANINE CALLAWAY GOLF CARLSBAD, CALIFORNIA. 1988 UNIFORM BUILDING CODE SKT JOB #T91046C PLEASE NOTE THE FOLLOWING: COMPUTATIONS INVOLVING SCIENTIFIC PRINCIPLES ONLY SERVE AS A GUIDE FOR THE . EXPERIENCED ENGINEER AND ONLY ASSIST HIM IN MAKING ENGINEERING DECISIONS. r:J:'HE CONSTRUCTION DOCUMENTS REFLECT THE TOTAL DECISION MAKING PROCESS. ANY EVALUAION o·F THE ENGINEERING DECISIONS.MADE BY SKT STRUCTURAL ENGINEERING SHOULD BE BASED ONLY ON A REVIEW OF THE PLANS AND SPECIFICATIONS. q'/-/615 •, 1988 OBC NEW MEZZANINE LOADS: STORAGE LOADS: DEAD= LIVE= WIND: EXPOSURE C SEISMIC: ZONE 4 DESIGN SUMMARY JOISTS 28.0 PSF 125.0 PSF BEAMS 30.0 PSF 125.0 PSF -CALLAWAY GOLF . '. T91046C· (~ \ ----------,-~--DATE __ . _. -· -__ N~ew ____ ~~e~c=·-~~A~N~i~~-E--,-~--~-~ ---~---- ----··--: --. -·1 Kl/"--___ .,_ . -. _· ~ . <.::::I - ---·-···-. _----.. ----I--~-). ,-....c:! ·, . --, ---~'fJ-•---- . 1.~ rsF -_- 18,e, .. -a.3 ~.2 ~.5 f,o 1.0 zs.o.~ -~~-: .LT, 6fo~e ./2S.orf · Jo1='f FJ-I_ . .. -- 1 --. 1, .. I I< j -1 J ( . I ,, 1 I~ I L· -~PAN= ~S 1 w" (i<o/10.)( 2ei+ I as) " ".2o4 P1° -.. ----·-----·. ·. ~ ~ ·:-; -. ------·----·-: : ~ --·----------------~- .. -----~--. ~-... _,... --,--~ .. _. l .. . . ·-.... ' ------·· ·-~ ' . -. l'. . --. --' .. }, .. -· .. ... . . ; --··.·-·-r, ----·-. ·------,--------··· -~------------... t ---. i ~ . --. . ----- I . - l ; i ·- -l~ = ~ ) . 1~~ -----··· I -- ) 6-l - I -(1""1'f?) : ) t1 '= IS9 s~ ,~* -w,--~(p 1 ' TJ\/ss Mt't~o.v =-(1, 4:,){'/(p'J 5) e 25207 1 ,.if-> /6 f5~'--rt-o, k., ~ :: {)' '?9 I(~ l,_ /-soe, '9 f<._ ( r- .~~tfC?okE tlew· MErlAbl1NS. BY---- DATE---- SHT--OF-- • • • .J --• ". _, --·-·--· J ---• --· --•-• -------• ~-• • • : --1~ • -' __ , ___ '. _.., .. : ! • • ~ t I ' . -. ·-. -·-·-----· ----·--------. . ------. --~------... ---.-""!~· . -·--··· --·· -.... ---------------·----------------------· · ~-=--=--~ e,EAM e-f · -~ · ·.-::~-... · _.:~--~-:~-.· =-----· ....... --~---=-- ---. . . . . . ----..., ------------. ·-· ·---·-. ----------....... -----ep~::: ~i 2~1 · · · · --.--: ·· -··-· · ·--··---· · ____________ ...:... __ ;_-··-,----- : ~-=: : Q) :~Sf JA. >/a. J(~-:.= b J{a~ y~-:0&o~T :~~'?J!:f_ ::~:,===~c_~_ ~ ~-_ --~-c 461·' t I ~Jc:. . . . ... ~-~---~ . _. ~=~~ ~~==··=~~---~~~:= · :·=-~ .. -. ~:~-:~~=-~-~ Ii L/ . \(. bl~= 0, 8::, -~1 ~, R= 11.1~+4=1.4~ g§At--:( fp,4 ~PA~ -=-~Q.2G' . --------. ------. --------,_ . . -. ·····-..... W~1: )C 104 .· ___ ·w =-(~/a..)(~& _t2 -r -l~SJ· e 3G,o + llf>dD flf -·· . . ,-~ ·· ··t1.~ ~+I. 6 At.L: (!),!>I~· --'-!+1~ OK ~ ~ s,s + ·;2.4,a. ~ GoLutv1J C -1 P~ (~)(1!.l+fi,4): IO.I.D~ H = is.$' . CoLLlHW c_ .. ~ P ; r 1 .. r. + 4'=t, + == ~o, 5 K H =-10.5 1 SKT STRUCTURAL ENGINEERING 15375 BARRANCA PARKWAY SUITE A-201 TRVINE, CA 92718 Title :CALLAWAY GOLF Scope :PHASE IV Number :·T9 l.04 6C Misc :.NEW MEZZANINE .4 727-9070 Dsngr :.RGN Date: 08-Dec-91 ------------------------------------------------~-----------------------AISC BASE PLATE DESIGN Page. ------------------------------------------------------------------------DESCRIPTION/$ >> TYPICAL BASE PLATE >> FOR C-1 AND C-2 . . ~----DESlGN DATA AXIAL LOAD ---------------------------------------~---~--------, kips 121.00 ft-k X-X AXJ;:S MOMENT AISC SECTION NAME ---->> TS6x6x5/l BOLT CAPACITY ~ # BOLTS PER SIDE BOLT ARE~ in ... DIST. FROM PL EDGE in BASEPLATE HEIGHT in 11 WIDTH in SUPPORT PIER HEIGHT in II II WIDTH in. fJc psi Fy ksi LOAD DURATION FACTOR AISC SECTION DEPTH in •...• FLANGE WIDTH in ••.•. FLANGE THICKNESS in .•••• WEB THICKNESS in 5.5 2 0.44 1.5 12 12 72 72 2,000 36 1.00 6.00 6.000 0.313 0.313 ~one 3,000 36 1.00 None 3,000 36 1.00 None 3,000 36 1.00 None 3,000 36 1.00 ------PLATE DESIGN--------------------------------------------------- MIN. REQ'D THICKNESS in 1.10 Plate Analysis Type 3 Actual.Bearing psi Allowable: Per ACI 10.15 Per AISC 1.5.5 Max. Plate Capacity for Allowable Bearing k 840 2,380 1,400 201.6 -----PLATE ANALYSIS---->>> Use If Actual Thickness Varies From Min. ACT.UAL PLAT.E THICKNESS in Max. :Allow Plate Fb Actuai-.fb ksi II 27.00 ---------------------------------------------~------------------------- / 23141 Verdugo Or-.• Suite 200 L11gune Hilla. CA s2eea -w-EW_M __ -E-e-l_A_N_l........,_N_E_:=-~~OF-=== -=tt========-·, /~ 11 THI~~ Cd-011 $Q_. fAO t:=T~, W/<o _fl:~ ~ WAY ( \ ( 2:3141 Verdugo Or.• Suite 200 L'aguna HIii-. CA 92815:3 --· -( CA.LLAWAY GoL.f. .asNO.J)!fJ*C- --'-6+..1;...1.-.;....;i,H-£., ____ 11 ~IV'------BY ·ts·N . . -N...-·ew-_ -_ -s-e--~-~-.A-N-1 N-e.-:=-~~OF=== ' ' ' ' ---. ---------·-. . ------· -____ ..,__ ... --· -·----...------. ', : ~ ~. "~§8~½8~:nb~ ( ~Tb)-~~ ~--~~ ::c~ ~ .· .. • · -=:.~ ~_:-• ~•--::_ :. __ ; ~---· _ -----------------------·---' ------------------=-:.-~~Id~-=--·--• -_ . . =~--_ ~ -~=-·: ~ -_ --=~ ~~-~-: ·-' ~-. ~ · --,-~l-,Joc = (tJ.Sjt:i.') (<2~') -= .. Sl5 ...... ----: __ . . .-.. -~-----~---... -=:~~.-: ---~ . --~:=--~,.;:\ ·---~-~-lz-s/· A -lt(Q~\ --~·-, s·; ..;n. -~---~ -~ __ : -~ ..... -----~ -~ ~-----···-: --. --· -__ ---_. ______ : ----~----~ --\t ' '_,I.)\_{ ~ )· --, \-P,I-' .. ---------~ --------· --.------~.-----. _______ .,.. ___________ _,,_ _____ .. -....... ------------. ----------------·--------------------..:.- ~=:-·~~~~ ·_··_:_: -~--= (1 I~ rf-. --_ :· _---~-~-,-~-~--~ _· : --:~~ ~ :~~~---?-~ :: J, 4 / 0-~ I 1 ... SKT Structural Engineering . -' ' K 23141 Verdugo-Or.• Suit:eE!CO Legune Hi1111, CA 9!2Be3 --=-=--=FD~ Lt~ 3rO~E: : ·==-0~'--~ .P~-ps,~-,--- -~~:-c0~s: {2s)(/2h);:. 31F5f · : _· w ()/., ::. ~ 1 + 5 = 32 f5f" SHT--OF-- . ' -~ -• -,-' ' ; • ! • I -. --,·-1 .. ' --. --------.----' --· ___ .._ __________ . - . - -~ w, = K:28/o. )(1.1%;2.)(1sa)+(~,S)'.'&.?)] ( \M) = /co? f1-f {0a. ~ (! Qa. ~~) G 10~) -= /407 f'LF ,,.. ' ) t-<', ( -· .,r " • • •la SKT Structure! Engineering CAL.LAWAY Golf · .G~14J040G~ -1-f?d:.l....l.J~~S"""""";;.=--·~l~V ___ av · f; ~ . K 2:3141 Verdugo-or-.• Sult:a200 · Laguna Hilla. CA 928!5:3 . . . __ _,,...........,---....-----·-----,---+1 --°"'11:, __ _ New NE:.i:tANINe tffl-OF- ~ ---· ----.,. ____ ·--,--.. -------,·---..--~-·-·---------... ! ; -. ~ -~ ·--~LATE:-&A-L (co~r'o,; : -_---~~ -~~--~--E~~---~-:---~ · ~-~~~-~-~-~-~--~~: · > .. _ _ --~ --···-¥ ---... -· ·--------• • -- = :: LI~~ e,. c~ol-10 P,A.t-l~Ui Q~ t /1A.J .·DOOi<~~· --• -----~ : . . . =~=:¼OOF ~ ~1c,,/a)~Ztib)(i1 ~~)+(~~)cis~~~~~(l3~)Jf0aj:~5,5;~~~~i. : ~~: ~ VWALl.d .: 0 I !,7/ ?-) (-a of a. t :2 + I&. 5/~ t 2 + 30/~~ 4)(,1 e ~)A® :.4.:2' 2 ": ~ : :=.: ·vwN-1.. • ( '258 )('] 4 )(2,;2. )(, I & ~/(ax, = I Sf>, 5 K : -· .. · · · · . VHei~, = (~6.S/t)( /,fo1) · ~ 4-fo. 1 ''- V,or. -=-~'2. c,l'- v~ ~ (t,+) (3o~) .::. ~2., 6 1',. . ~ ---L .. I <a~ 1 . :~-A:; 6c.,~')(1.1s\1".l):: 1S4&&, .. -:z · · -tve. .. (eo)Us+onXJ-)(3oX>'t~;1000 = 101sl<. > 422.e:/· Ct+E.CI~ 14 PANe.Ls·: ' . , ' o.~. Mo,r, t: @-4//0~)K~7,'Py(~) t (/58,5'1-¼,txf 0 )] ~ 80& H< G~Dss t..tPLIFT = ~/(.9 )(24-Y-=--4o, 1.1'- V:2. fANEL:_(53,33)(9+)(9-4(e)/~~ -37,S 1/2. fTb. =(( iC"1)(/5 t, llo)(:24/t2.J. ~. -~1 2- . . _ 2,S-/JtJ LIPllfT '10 1 PAt-..le'L : Mo,r, -=-(20/2..4)(~ ') ::. 7Q..31 ~·~ 0fcss Ufl IFT = 72~ / (~){:J-0) ~ 4D, 2 ~ 1/a.. l°A~l~L-= ~.o){1-B(2)/4ja:o = -Bl.:, In, fTC--r:·(/,Cc7)(i/6+-,/fo)(J::/2) :: -4,3 ' ~· 4,<.ol'- : rr20v10E sr1rcJ PLATE FO~ e;;'!- . ·, .;::~. ,'/i J ~, SKT Structural Engineering • 153~5 Sa,rranca Pkwy .• · S~ite A-201 • Irvine, C~ 92718 • (71.;J 727-9070 BK-T·. STRUCTURAL CALCULATIONS FOR PHASE IV, NEW MEZZANINE CALLAWAY GOLF CARLSBAD, CALIFORNIA 19·88 UNIFORM BUILDING CODE SKT JOB #T91046C PLEASE NOTE THE FOLLOWING: COMPUTATIONS INVOLVING SCIENTIFIC PRINCIPLES ONLY SERVE AS A GUIDE FOR : THE .EXPERIENCED ENGI:tfEER. AND ONLY ASSIST HIM IN MAKING ENGINEERING DECISIONS. THE CONSTRUCTION DOCUMENTS REFLECT THE TOTAL DECISION MAKING PROCESS. -ANY EVALUAION OF THE ENGINEERING DECISIONS MADE BY SKT STRUCTURAL ENGINEERING SHOULD BE BASED ONLY ON A REVIEW OF THE PLANS AND SPECIFICATIONS. I/ ,. ... I :$ •I .-( 1988 UBC NEW MEZZANINE LOADS: STORAGE LOADS: DEAD= LIVE= WIND: EXPOSURE C SEISMIC: ZONE 4 . DESIGN SUMMARY JOISTS 28.0 PSF 125.0 PSF BEAMS 30.0 PSF 125. 0 PSF CALLAWAY GOLF T91046C , I I II :r -. -;; ""1. .,. .A ... ..• ,,, SKT Structural Enginaering . s K . 2:3141 Verdugo Or-.• Suite 200 r ·. _ -Laguna Hilla, CA 92B!5:3 . -----------,-----,----~''"'----.... . --. ~-1--,•d. -~s-I . ------~ .. ' -_· -----= ·f LOO~IN ~ ---··1+ II I -,r w~ . ---'-. .. r,2, --.... I I I • -_-------,::z_ II Dt v -·--, __ ;;,4 -··f 1-, . · ~==-·-·c:a1~1rJG, -~-=--~fRAM,-NG ~ ~~--M/~ - :-· Hl-$C. .....,_1',l=f:.W ____ t1..__,_e=-=c=-=~"-'-A.,____,NLJ..:..I b-l..;a.:::;e.~-Stf!" t ·OF-- . -. I· ~ rs f--· ·: ~ -: IS. 5 -.. ---. 1,5 ~.2 ,:2..'5 ~.D I._ o zs.o.~ -----'----'--· • • j '' ! ' -:-• ! .. l • ,J ! . ' • . ' . -- -·--· .----·-------·-·---. ' -~ -·-··--------- · c:~--· -'. .. ------,, _ _.: __ -; ,·· . __ .:, • •• ., -! •• -.· --~---· , __ 1; e,.-3. ~ -~, ·_-.·• -------------· . . .,. . . . ; Gil . . . ~ ----. -------------------- . ' ~!lfl-. ----------··· -----·. - 1( · I f > -,:::-~-:~.:: l l . l -. . _, ______ --. . ---- -n-------0------v+t-----·-· --·-.~ -! ( : ;f ~ I i --=::-:----.-:--_:.: ::~ -- - I I ,-, ---_ -e-.. -1 ___,~ ( -~-~-~--~LT: -.sro~~ [2S,.o_rf Jo1::,f FJ-I GPAN : t2S I : . w .:·(1-<o/10.)(2.~+ /C2S): ':204 plt M -=· 1s1 s~ 1~'* TR,' -,z(p'' TJ\/ss - M,6tL,U).V =-<~: r.o){9(p9 5) -= 25 207' ,.,,. > /6 '/5~'--#-0, ~· b. = o. 59 ~ L-/~oe:,· ~t<- a~ 11 TJ1/sse 1~'0.c. I ( .. · .,,, j' 'I ,;.., .:, f •.• ,, '3KT Structural Engineering . SKT 2:;1141 Verdugo0r.•Suice200 r · · L.agune Hilla; CA 9261!53 ·( ~WM'0Qkf . 'Rew ME7$AJ1r:-Je. av __ __,_____,_ . DATE ___ _ SHT ~ OF--- • ----________ _._._._4,. ~·---------·------· ·----··------I. : ; ; • ----. -~----~-r--~~--t--- = · ~: e,EAM 1?-1 · · ·-·· ·--· · ··-=-~~ ... ~·::.~---·:. · =-·-· · ipA.N -i:Ja. 2':::>' . -·-___ · . ··. · ~--·_ -· --:-~~--=~~--'.--~-~- . \ '. ~ _~((,e~r2.4 )ja:J(~iiz + rat y .. : <o8<o ~~~0c, 3Jf --·~:~~ __ :_ -~ -~-t1 ~1 t',..K. · · · · ··---· · ... ·-·,-·---______ · __ _ . ·-. -= • . . -· . . . .. ---. -. -· ---- , . ----. . --. -. -. -. --. --. ·--·_. . 0 -"--Ii L;· . V ~-=·· . µ\c-_a, 8:, -~1 ·Dr--.. ---. -.... ----·-·-· .:_ __ · R. = · I r. I ~ + ,49. 4 ""· · · · -· · W'J.+ )( lo4 . ' C.0 LU ~ J C · I . . . P~ (,~)61-.l+fi,4) : JO.I.D~ H = 1·oiS' . Co.Lu HJ .C--2 P -:: r J . I + 44, 4-::: ~o, G K: · H =-10.5 1 (· r-CAJlfaWAY Go Lf · .,.~ 191 o¼ : . f1J~ ISl_ . . . _ BY f;bJ . . . . . . . '. . DATE . . . 61ew · MeeiAN LtJe-_ SKr 3 OF -. -. • •·7·-g;~+ I . --· t_µ· c :27D ,kf · _ Lr------.. p e (55 /'2)~1.,6t 1500 ') '"9 '~ + 4/, 3"-•' a4 I '' H = 2.46 I_·" \Co . p I . fJ, . • i, • I • I I • I SK~ STRUCTURAL ENGINEERING l.5:l75"BARRANCA PARKWAY SUITE A-201 ~TRVINE, CA 92718 Title· :CALLAWAY GOLF Scope :PHASE IV Number:T91046C· Misc :NEW MEZZANINE f .4 727-9070 Dsngr :RGN Date: 08-Dec-91 · · · ----------------~-----------------------~-------------------------------AISC BASE ,PLATE DESIGN Page .4 .... ----------~-------------------------------------------------------------· DESCRIPTION/$ >> TYPICAL BASE PLATE >> FOR C-1 AND c~2 -----. DESIGN DATA -------------:------------------. ..:..-----~--..:.:.._-:---------I ·AXIA~ LOAD kips 121. 00 · X-X AXIS MOMENT ft-k AISC SECTION NAME ---->> TS6x6x5/1 None None None Nqne BOLT CAPACITY ~ 5.5 # BOLTS PER SIDE 2 BOLT AREA in 0.44 ... DIST. FROM PL EDGE in 1.5 BASEPLATE HEIGHT in 12 II WIDTH in 12 .SUPPORT PIER HEIGHT in 72 II II WIDTH in 72 f'c psi 2,000 3,000 3,000 3,000 3,000 Fy ksi 36 36 36 36 36 LOAD DURATION FACTOR 1.00 1.00 1.00 1.00 1.00 AISC SECTION DEPTH in 6.00 •..•. FI.JillGE WIDTH in 6.000 ••.•• FLANGE THICKNESS in 0.313 ••••. WE~ THICKNESS in 0.313 ------PLATE DESIGN--------------------------------------------------- MIN. REQ'D THICKNESS in 1.10 Piate Analysis Type 3 Actual Bearing psi Allowable: Per ACI 10.15 Per AISC 1.5.5 Max. Plate Capacity for Allow~ble Bearing k 840 2,380 1,400 201.6 ----~ PLATE ANALYSIS---->>> Use If Actual Thickness Varies From Min. -- ACTUAL PLATE.THICKNESS in Max. Allow Plate Fb Actuc;tl fb ksi II 27 .·00 ~-------~-------------------------------------------------------------- (. r -- ~',( GoLF ~ .. ·TJI D40C F~~lV . . BY. s.tll . NEW ME.c.lANINE: : 5 OF -_· -•. . . ·-------- -. ~ ---~----.. . . " . . ' ' . ==·~·:· f<?tJNDATI o ~ ---:~~~~--==-=-~ -_ --~:~-~-~=-~~~----~==~- ~ ·· :· :_ 4 ~_1.c:oorsr . --~ . ------~:..:.: -r . ·rf --~=--.... ··-·-=~--------ff -,. --... -~---· -_ _;__ ... [ r· . --L[J9l· --L _: __ _ ~~{e:11. 1_~4lf ~ (oO.$~ _ -=~~--= --~t:-_ .-f==~~ : ~~:_:~eQ1o. ~ &/),'5/!2. .:-S0,'25 _ _ _ r~ J~· r "" IR{ ~ 664 I ____ ....,____...._ -------1···'?--l---. -. ., ----. -_·::·_--i ,=,. (dJ,5/3~ ~ /1 Co6 ~Sf L./).10 D~ i t..:J _ ~-_:·: - -U-t?/(1000) ---~ll-t~J -1 ' ~- -~ ee,., I . ' . ----------=~-. / i: (col6"fr/i)~ .001."\------cf-I-- : -A~ tZ-(~c2.4)Gz)(l4) -e.. (0, 4o ~ -r C:ALLAW,AY GoLf .aJNC' ~_!fJ4',C ·-. A:+A.::e. 1v . . · BY -rs "' -... -: Ll DATE Ne.w wEe.~A,N1 NE. 8tff ·~ OF-- l • " •• ; • I ,---___.. -.,. • ·-------=·=--~~u-· N DA ~l ---} le.ONT 10)~-=--=· -~~---~~:~~--~·:_-.--__ ----_-· = ----~---------=·: ---=· ---~--~:-=:-=--=-~· =-=-·:=.t'~ . . ~ ' L ON \' ' . I . ----~ --~-· -_-__ -. -_·. . -.: := --~ ... · .. · -·-· .. _·· -_ . -:.·: .. ·=·=···--='- to" \NI,~ ~0'1.1~1'-'N/ (l. * s r { ~ ,, . r· c·ALLAwA'C GoLE JalNO:r~ 104ac:. -1-A-l..+'t±A:___:.;~=e'-----'-1v_,,__·· _______ av · B-N . · . · · . . DATE DE-~,· . a, L __,61,......~-W-M_e:._-1-±..A.-bl-,J-.-e- · --~~LA,E{3A~ -·--. . ~-. . . - , '1 I , I -.. --• H··--· ----.. ~-i---:-:-:-: l ---J ----· ---• --------~ -' _, ---------·-----.. ' . . -. -. -· ----·--. ------------,----. -~ - ... --. ·--·---..!.----...---·· ~. ~~.:v~ 2t'C --Vv . . . .. r; ---. _-__,;~ .----.r-r--r----t ~~ : '° ;~3\A). .. . f===-· .. ._. : ·:~ ... _· = --. . . . . I .. ·--.. ~og: t\r ., 1<7"t Q-r,l(""\OA/. _E: . ____ 1_, ... __ \c:::1.tt' vi ur-.r-,c::;.i I :-· :-----~~~~~:-__ ;!2~ps"ie : I ~ :: __ ~~s = (2.s)(/22:,') =-31~ · · 1 w P'-::. '-1 + 5 = 32 ff-I I-==--= I . I . . --. ----' . . . . -. -· -. ----. ---- . . . -·-·-------· ··-- -@ i----· -.:.__· --. -----~-+-~---+ ~==;:s w, = ~/~ ')(1.1GA:2)(1so);-(1,,6,S}'e,,.3)J( \ M)::: /co'!, rLF (};J~ ..so (!~2 )&::>) (, 10·~): = /407 fLf ;;, ·{ ' ( C • 111 SKT·structural Engine~ring - K 231'41 Ve_rdugo Or.• Suit:e 200 Laguna Hilla, CA 929153 --( CALLAWAY Golf Ad:As~ IV . _ · · NEW _Ne._i:t:AN1-Jc - ' . ' .. -~ 141340 c;. •. BY_, ·fa .. .' . D,ti,,.._ __ 8lf1' s ciF . I • ' { • ! ' I : J -·-. '' -.. ·--~---.·~=:._:::_:---~~~----· -:·~-~--·-.: .. ______ '' .: 'i.'':' -~_:_: .L-·x~.,·~~L · ;;.co, '<.'Vi,). --·-·------·--_ · ------·--, -!,-; .-~-~~ ~'-~, '-' ' -. --·· ·-.... ·--·-----. ---------·--·-r--- ___ ---···------------------------- : --LIN~ e, . ( '?01.-10 P~Ne.l-? _Q&::f ~Ai-J 'DOOR~ :. ~ :=:==~==r,~ ~~. :-: . ' ' ·-. . . ----,-...... -· -. --'. ... ---------------l ' ' -. :~~~¼OOf .. (!1~/a)~~)/11,; 6)t(~a.)Oa:&+&~(i M)h_~OC,~~::i5..a't~_: :=~LYIW-"-' l" (]11p/2) (~o/a. t 2 + 1&-~/i t2-t3°/~(i1¥/eWfm?~.A~~E: . . ~~~---v~AL~ = (~ex~,r1+)(2i~)(\&~;[CCO = 1se,i5,K· · ----------~- ~ _· -VHei!, =-(~5,5/-:z)( /.fol) -= 4-b. 11'---· _ · V,or. -=-~12.o\4. >· v~ ~ (t,+)(3o~) .r:. +:22.,s~ ~ ~~--'L =-1/-/_I .--,,._ ....... -. ' t.0(0 . . . ·-·--. - . : ~-A4-::: 61.oc..')(1,1S):'1~ : 1S4\:>&,,:2 . . . ... . . . . . · • · . t Ve "" G G, )6 G ¼~) ( &xx) )'f z ;1000 = I DIS i<. > 422, 6 ~ ' I 1 0,1<-. • CttE.C·I~ 14 PANEE.L5,: ' . :, . H 0 ,r. = (24Ji0~Jg47, tJ(~) t (/513.S'+'¼,,)iro )] "" 816~ ,-1:. ~p_t:)SS LtPLlfT = ~/(.9 )(24-) .. 4o, '2.1t- l/2. fANEL~ (~.33)(9+)(9.4(iz-)/~ ~ -37,S l/2 fTb. =(( ,Ct,7)(./S t1 rro)(;24/2.) :---~r 2- ; --2,S-/JtJ ~PllfT 1.o' PA~·L: Mo,Tt ,'=-(20/.2.4)(excs~ ~ 7~3 1 --~ . 0~ Ui°llFi= 72~/(~)(:20)-;:-40,2~ 11~ l°A~l~L ~ $3.01l'}B(2)/2)ja:t) = -B1.3 1/i, fT(d '."''(J,ec1)(,1SN1o)(zj'z.) " -1·t,, • Pf20V!OE ST1r.c:J PLA1t FO~ 6)'. r 2314~ Verdugo·0I".• Suite 200 Laguna Hille. CA 9261:53 : --; L.1r-Je. D1 2 r -. C.AJ.LA.W~y ·eoLf · · ··at¥\:f':1/040·G. ffiA<;e. IV . . BY. . . . . . . . . . . ' . . . DATE . . .• ~r:.w M~2cA"1lrJe · 8HT q OF·-- l I \ 1 ' ' -~ : .! ! i ' ---·· -~ --~, ---·-··------------~---~~------~~--~-. • 1 l . ----····-·--~ --·--_____ · ________ : ______ ---~ ,.-'. .. . i , , . ..· ... I ·;,--.-, . ·-----.-·-----.--------·----------,-,-- : • . V=(9+/2)(!.co3)= fl-I"'" --~-L= l t' 11<.i t. = ~ · . :.:.._~:-~.:~~ :;: __ -(_ · 8 . )( r 1 ') (l 2) = Io s eo , N 2 . --= -_ _._ . = :~~~:..-· .. - ... :; < v~ =··· (L+> (47 \ 1) =-eos, 1 ~ · · . _ _ : :-. --___ - f{ -=-( D: Co )(1 OS.. )(2.')(~ ~fz.) o::Q = Co~. '/" i,,. > (&, G. o/ " D. I<. CHE.CK FDR eol.ij./oAf<.y l=U:Mf=NTS: .. ~ · . ~-== (o.7s)[(l-.1)(1o)(2.'f/~;((2.s') + (l,~(2.0'(&4/~(a,'),-d,4)(t~61YeA~(I~ CoL2'.2~ Y\4::: (~4-)(Ct1G,'1J = 1~2, ~ i-1<.. . - A =-( e, ')(, \)(I ~') =-I o5~ ,~ rz. . s~ (2,')(11)(!?-~/(t,= :231?2 ,~3 . .f._+ ti= ~J.:;2.2. t 'f'.22 ,~ --Q.0~'&~5!. . A '=' 105~ ;2-=,,2.3~ · . · . ('( · :: ~o I"')\ c.l'.:t \ .. .,t\ I _,'r,... L • i > ,;(\ c:)'?8 . 0, ~ .. /JO 60()~/J,C,,f~r. ~ · i .. · . f ,ALI..Ov.J \ C 1 ·_. ) ? ) -c_J 1 \..VV ~ U 1_ J -/!. ~ fENq-'5 (<i}!:a.' a .. i SKT STRUCTURAL ENGINEERING 15l'7 5"" BARRANCA PARKWAY SUITE A-201 IRVINE, CA 92718 Title :CALLAWAY TI'S Scope :SH~ARWALL Number:T91046D Misc :SHRl . . 714 727-9070 Dsngr: Date:18-Dec-91 ---------------------------------------------~--------------------------CONCRETE SHEAR WALL DESIGN & ANALYSIS Page .. tO .. ----------------------~-----------------------------------------------------BENDING ANALYSIS------ Ru= Mu/(thick*dA2*Phi) psi m = Fy/f'"c/Beta -----------------------~-------------~--- As Req'd Each End inA2 Governing ACI Eq1,1.ation 79.4 2·3. 5'3 1.93 9-3 9-2 9-2 9-2 9-2 · ----------------------------------------- ---------------------FOOTING ANALYSIS & DESIGN· . __________________ ""'.' __ _ f'c = 3,000 psi ·Fy = 60,000 psi FOOTING WIDTH = 7 ft LEFT PROJECTION (ft)= 12 Wall Length (base) II = 11 THICKNESS = 18 in RIGHT PROJECTION II = 12 REBAR COVER = 3.5 in ------- KERN DISTANCE 5.83 "ft Total Foot;.ing Length II = ---WALL/FOOTING STABILITY------------s·ervice --9-1 9-2 & 9-3 Total Vertical Loads = 76.2 106.7 80.1 kips overturning Moments: II No Lateral & Short Term Loads = ft-k Loads Applied To Left = -683.45 -976.5 II Loads Applied To Right = 683.453 976.5 II Resultant Ecc. From Footing CL: No Lateral & Short Term Loads = ft Loads Applied To Left . = Lo~ds ·Applied To Right = -8.96 · -12.20 II 8.96 12.20 II ---SOIL PRESSURES--------------------Service --9-1 9-2/9-3 Static·soil Pressure@ Left = 311.2 435.7 psf 11 11 n-@ Right = 311.2 435.7 psf Soil Pressures w/ Short Term Load Applied To Left ••••• @ Left Side· of Footing = 851 @ Right Side of Footing - Soil Pressures w/ Short Term Load Applied To Right .•••. @ Left Side of Footing = @ Right Side of Footing = 851 2205 psf psf psf 22·05 psf 35 ~------OVERTURNING STABILITY------- Lateral Loads Applied To Left : Lateral Loads.Applied To Right : OTM 683 683 Resisting 1334 ft-k 1334 II Ratio l.95 1.95 SHEAR CHECK----------------ONE-WAY Governing Max. Vu/. as: 2*f I cA. s ACI Eq. 9-2 9-2 -----------. ------------Left End'of Footing Right End of Footing = 69.33 psi <= 109.54 psi = 69.33 psi <= II II ----------BENDING DESIGN----------->> ·Min. As. % = . o. 0018 Ru Governing Mu/Phi:Actual psi -A~I Eq. -------------------- 9-3 @ Left Edge~ 620.0 ft-k 468.1 9-3 @· Right Edge = 62.0. 0 ft-k 468. 1 % As Req'd 0.0087 0.0087 Total As:Req'd 10.58•inA2 10·. 58 II ;SKT STRUCTURAL ENGINEERING 15375 BARRANCA PARKWAY SUITE A-201 IRVINE, CA 92718 714 727-9070 Title :CALLAWAY TI'S Scope :SHEARWALL Number:T91046D Misc ··:SHR1 Dsngr: Date:18-Dec-91 --~--------------------------------~------------~------------~---------~ CONCRETE SHEAR WALL DESIGN&. ANALYSIS Page· ·11 -------~----------------------------------------------------------------DESCRIPTION >> SHEARWALL >> --------------------------------------~-~---------------------------~---TOTAL WALL HEIGHT = CONCRETE WEIGHT = INCLUDE LL w/ ST ? N 14 ft 145 pcf y/n ZICp. -or-Z~C/Rw = 0.183· SEISMIC ZONE {'O:wind) = 4 MIN WALL As :·bending %=· 0. 6014. --------------------------------------------------LATERAL LOADS VERTICAL LOADS --~--------~---------------------------------------------------------LOAD (k) HEIGHT (ft) DEAD (k) LIVE· (k) -- SHORT .••• LOAD LOCATION ••. (k) Vert. Horiz. ~--------------------------------------------------------------------45 14 9 . 22.5 14 5.5 ft ----WALL.DESIGN DATA------ ANALYSIS HEIGHT WALL OFFSET WALL LENGTH WALL TH::J:CKNESS f IC: . CONCRETE Fy: REINF. SHEAR & OVERTURNING ft· ft ft in psi psi Vs: Story Shear kips Ms: Story OTM ft-k Lateral Acting Right .•.• Lateral Acting Left ...•. Uplift@ Base@ Left k Uplift@ Base@ Right k ----SHEAR ANALYSIS-------- Effective Depth= .S*L ft Vu =Vs* Load Factor(s) k Vu ::Applied psi Nu: Axial kips Mu: Moment ft-k Vq*.85 {11.10 & 14.3) psi Vn:Max = lO*f'cA.2*.85 psi Code.Min Horiz Ash% reqd ••.• Horiz Area inA2/ft ••..• Max. Spacing in Code Min Vert Asv % reqd .••. Vert Area in A 2/ft .•.. Max. Spacing · in Governing ACI Equation ft ft ft ft ft : ft ft ft .ft Base-------------------------------- (datum) li 7.5 3,000 60,000 3,000 60,000 3., 000 60,000 3,000 3,000 60,000 60,000 -------~---------------------------------45 647.877 -647 .. 87 47.42 47.42 12 64.35 59.6 .20. 7 926.465 . 104.3 465.6 0.002s 0.23 18.00 0. 002.5 0.23 18.00 9-3 9-2 9-2 9-2 9-2 ,,-- . . ( > ·.:.( ... . ' P"..... . · ----SKT Structural.Enginaaring 'K 23141 Verdugoo,:.•·sulee200 CALLAWAY GoLf· : _JaJ,;_. I4104<at. ·-1-·P~H:~A:.~$f=:.i:-=--i-N~· _____ · __ ':,__~------,--·· -. ( Laguna HIii& CA 92B!53 _____ Ll_f?_w_M_e~-ZA.---~-,61-f.---:--,Q.--_ -OF=:= .. 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OF---'-- -_,...,___ . - ~~~.: ... . ::::: :;J_~ b1f~ : ~:~~--·· f?-~"?> = :·c::r. (h~c)kd-~"i'-~·J-r~~ 1,E,. p11Fro.lkf)· · .. · .. -·:-·· · ·::: _··-··-~-~-~~~~~----:. ~--~~--.. · .. P~k -~ ··&1-01e.1~·+ 10,1 k.1r~ --. . -~ ;z;;-ot k,1~ . -·_. · ---~-:-· · .. ·• .. •·. ~ = 'M~,7-s''.r1~c)C ?-~(;~ :_ ~--#,&. ur;e~~i -;:::;-~"-/(J,7<5)(/,;i_)(_~'--,t''\ ::=-/~Cf p-:,t ~ J<11_<stJ1? p, i) . I _ 1/. . (_ -t::::.. ~c..:::i~ w011'5f c." s 'f . ,aw~ --~~r~--) ,Ar) ~ p<o, '7 7& ~\· ~ ~ · ___ .... e,b\e.~ hor1z;. ~h t3 l1nt~I. . . . LJ~ ~ c: ~x 16or,4) c , ~~") -===--· 9-~. \ f ~ . . . . --r 6et::>1, ... /4.. Hh,,nz_ = @-4' I l"'f x::i k,:¼, if f et~"~ ~ ~~I if +t __ • • • · Hu~ Q/t)(C\"7)\) ~ i-::of t¥C . ~ ~ Mo/. I~ =-~~) . . _lfw k ,)Cl?-')l 3tP~-s"),. f-===-/te>l'l r1, . As-= £e>0l?)L12-X."J,~7-s) =-, Of:? ~l.;t A~t~4.\ .= ( ~)l 1o/i~) = · 4 lb ') r Ob ( ( ---· -.... ---·:;. --. - 23141· Verdugo Cr-. • Suit;e 200 _ l.eguna Hilla. CA 828!53 ~'f: ~ H~k)._~1~-~ 14.1 O~D . ~u:t-z.i'O--l~E.. © . . , . '. , ,. ,BY 'J')IWe.. ·.' . • :· ... . . : . . ·. : ... /W(/3;/~ I - ---------,------------,-----,---DAlE~-..L..---.;~-. -. -,f-i';J_· ,\ . . SHT • f~ OF · • ------,-----.,....-, -.--::: .. . --I • , • t , I • : I• • ~ · -:·=·-::·~>. . ·. '-"f:>r~~v ~~& ~-~~~-~~~~~~~-~------:=~--:::~-'-~-: --~~: -'-~~ ·. ------u~ ---------.--·;-----.---------. ~ -----~ ----· --·---, . . .. -~ --·--~--. -.--. . _...__, -·--·-· ~· ~--=~=-~~--e,ht~ J--~ ··--.--·--..... --, -~~~---~::·-~--·-:,_:.,_·.:.__, ~ . ----·.. . I . . _____ :_. i .• ·-· ·-.. ----:· ---.. __ ··__ '. • __ , i ____ _ ' ~~~-::·-.. ~-==--cet;~t. G:4 I I'~+) ._ C)~ ~tf ·_ . --~-~ --:--. _-_~=-~--'.· ~ -~=-~,:~~~~~=-::_ ------. 'Z. : -. -.. .. ---.. : -. -: ----. .., ---~ -. . : ~ -:_= H .. @l:b X to 1 -eo 11 ) / e, -= 14rc} ft:;· ·_ _ ~~ : ~---~ ~ ·=--: • :-~~--·:·-. ~~t-e (]41?x1~)1a ~ -o,to· ~~-. · --~-~-. . ---. : lb~'i._,b) . . . -~t2--11~ ~ . ~=J-= /o, 6 i..: ~ see f· 1) ::~ __ :_--_ -_ l°~J ~ 9-o 1.::-{_1or:;~ -r-1J . ~i-vi~· ~ 0' ~ I h, ca . _ Fr~~ =-~':).C?·1-==. . i l I l . ·' SK'].1 STRUCTURAL ENGINEERING 115~75 BARRANCA PARKWAY SUITE A-201 Tit:Le :~L~ U:-d'L.f Scope: Number: ·\ IRVINE, CA 92718 Misc :· Dsngr_ :_ . . ,714 727-9070 _ · Date:·18-Dec-91 ·. · -. , --~------~---------------------~-------~~--~--~-~-------~-~--~----~~---- . . STEEL . COLUMN · DESIGN . . .Pag~. '."l~ .. --------------------------------------------~---~-----~-----------------' . DESCRIPTION>> StrongBackLine 8' >> T91046D . . ---------COLUMN DATA --------------:----·----.--DESIGN DATA ------------AISC SECTION -~---->>TS8x8x5/16 Fy' = 46 ksi . 1 .. 33 TOTAL COLUMN HT. = 13 • 5 ft LOAD DURATION FACTOR = COMBINE LL & ST ? . N. y/n. SUPPORT FIXITY --->> 1 << l=Pin/Pin, ·2=Fix/Fix, 3=Pin/Fix 4.=Fix/Pin, 5=Fix/Free · (Bottom/Top) SIDE$WAY 1: Restrained_, o: Free X-X AXIS = 1 ·y-y AXIS -1 UNBRACED LENGTHS: EFFECTIVE LENGTH FACTORS:· X-X AXIS = 13.5 ft X-X AXIS = 1 Y-Y AXIS · = ft Y-Y AXIS = 1 ~-------------~-~----------APPLIED LOADS------~----------------------- AXIAL DEAD LOAD = 33.5 kips E.CC. for x-x MOMENTS = in 11 LIVE LOAD = . " " " Y-Y 11 = in II . SHORT TERM = II Dead Live Short SLoc ELoc ----------------------------------x~x AXIS MOMENTS: TOP = BOTTOM = BTWN ENDS= Y-Y AXIS MOMENTS: TOP = BOTTOM = BTWN ENDS= POINT LOADS: (k) X-X = Y-Y = UNIFORM: (k/ft) X-X = .Y-Y = -------------~---------------USE: TS8X8X5/16, Max Stress Formula Formula ·Formula Load ·comb •.. > > 1.6 -la = 1. 6 ".'" lb = 1~6 -2 = -24 SUMMARY Ratio= Dead 0.427 0.547 Actual & Allowable .Fa : Allowable fa: Actual Fb:xx: Allowable : fa: xx Actual Fb:yy: Allowab],.e fa:yy Actual Stresses ..• = 22.42. = 3.58 = 30.36 ---12.67 = 30.36 = Max x-x Axis Deflection= Max Y-Y Axis Deflection= 0.281 in in 0.55 Live 22.42 3_0. 36 30.36 .@ ·@ 0.35 k-ft .k-ft k-ft k-ft D+L DL+ST 0-.427 0.547 0.440 2-2.42 29.82 .3-. 58 3.58 ·: 30. 36 40.38 : 12. 67 12.93 30.36 40.38 ft ft ft ft . 13. 5 ft ft OK· OK OK ksi ksi ksi ksi· ksi ksi '7.38 ft from ba-se ft from base ------~-------------------------------------------------~------------- ---------------------------STEEL SECTION DATA DEPTH = 8.00 in I-xx WIDTH = 8.000 in S-xx FLANGE THICKNESS 0.313 in R-xx -------------------------= 90.900 inA4 = 22.725 inA3 = 3.116 in ~SK'f. $,TR{!CTURAL ENGINEERING Title :~4:_PWPf C::¢=>4'. ·15 3 7 5 BARRANCA PARKWAY Scope : . SUITE A-201 · Number: : '.IRVINE,. C~ ·92718 ~ , · ·Misc : , ... . 714 727-9070 DSngr : Date: 18.:"7_Dec-9-1 . ~----------------~-~--~------------------------------~--------~-~;~7~~~- -~---~-~----------------~-~~~~:-~~~~~--~~~=:~---=--------~-~----~_::!~=~-~i:~ .. WEB THICKNESS 'AREA WEIGHT = = = o. 313 in 9.36 in"~ 31. 78 #/ft ' . ; --. . . . • .... ·. I-yy =. 90 •. 900 in 4. s-yy = 22 •. 73 .. in"3 R-yy. = . 3 .116. in r-1 = . . -----------------INTERMEDIATE STRESS CALCULATION VALUES------~---~--~~: . F'ex (DL+LL) = 55259. psi . F 1·-~x; (DL+LL+ST). = 73495 .. -p~i q,;' F'ey (DL+LL) = 1E+08 psi ·F 1 ey-(DL+LL+ST) = 1E+08_psi . Crrt:x (DL+LL) = 0.60 Cm:x (DL+LL+ST) = 1-.00 . Cm:y (DL+LL) = 0.60· Cm:y.··(DL+LL+ST) = 0.60 . Cb:x (DL+LL) -1. 75 · Cb:x (DL+LL+ST) -. ;i..-oo · Cb:y (DL+LL) = 1.75 Cb:y (DL+LL+ST) = 1.75. 1{:, e,'>'b" o/j~I -= ~,Of c.,,n+, ~-~:2,,1 ~~ . 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J . ~? x:-3 x ~ C ~·-~II l..P~CP ~.) ~II . I e~bzd. -_ ' -.,, _ :~µ1i;,r1 _ ~n: '°9~ ·---:---:--~~,..~~ -~ ··-::· ,... .. -.-:,' . ,. --rd I ~t?t ~v 0~h ---.;..-' 2. ',( 14 ~~le::- ' · ~--=Stt:::e, w/ ~) . lu -~ Vl?<..I \-t, +.o -rJI . · ~~~?~~ ~T~l~k k..1ci..:::-ev <2-b'-,ollac'-' II .fl 1, ~-il~r . 4. ' ! ' . . . ' j • , ' 1 2 ,I,__·_ ---.----· ---. ' . ---·· ---· .. -----·--·-------:"'··--. . . -·---.. ·-· --. . . -~----,----~----·-· • ----l ----~----~-------------. t-,-'------...:· ----------·- ~1~ ~M~z~,J~ ! ... SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 Riverdale Street, San Diego, CA 92120 P.O. Box 600627, San Diego, CA92160 619-280-4321, FAX 619-280-4717 January 21, 1992 Callaway Golf 2345 Camino Vida Roble Carlsbad, California 92009 Attention: Carol Kerley l SCS&T 9112295 Report Number 6 Subject: Foundation Plan Review, Mezzanine No. 2 Improvements, 22 Rutherford Reference: Gentlemen: Road, Carlsbad Research Center, Carlsbad, California Foundation Recommendations, Mezzanine No. 2 Improvements, 2285 Rutherford Road, Carlsbad Research Center, Carlsbad, California, Prepared by Southern California Soil and Testing, Inc., Job No. 9112295, Report No. 4, December 6, 1991 In accordance with the request of Mr. Mark Langan of Smith Consulting Architects, this letter has been prepared to confirm that we have reviewed the foundation plans for the subject project. The foundation plans were prepared by SKT Structural Engineering .and dated January 16, 1992. The. foundation plans, Sh~et S-2, were found to be in accordance with the recommendations contained in the above referenced report. However, it should be noted that all footings ~hould be founded a minimum of 30 inches below the top of the slab or the nearest adjacent finish I grade) whichever is deeper. If you should have any questions after reviewing this letter, please do not hesitate to contact this office. This opportunity to be of professional service is sincerely appreciated. Respectfully submitted, SOUTHERN CALIFORNIA SOIL AND TESTING, INC. William R. Stevens, R.C.E. #43010 WRS:wrs xc: (2) Submitted (1) Bilbro and Giffen (1) Snyder Langston Builders (1) Smith Consulting Arch. (1.) SCS&T Escondido Office ESGIL CORPORATION 9320 Chesapeake San Diego, California 92123 Enclosed -i sets -Revised Drawings 2 sets -Revised Calculations · To: Pete Fisher Date: January 27, 1992 Smith Consulting Architects 9868 Scranton Road Suite 150 San Diego, California 92121 (619) 452-3188 Fax (619) 452-3907 Project: CALLAWAY GOLF-MEZZANINE PLANCHECK 91-1685 Job Number: 91124 Copy: 2 sets -Title 24 Energy Calculations For the above-referenced project. Please contact me should you have any questions or require additional information. NOTE: Hazardous Materials Report for this area was submitted with complete package under Plancheck 91-1501. ~ SKT Structural Engineering • 15375 Barranca Pkwy. • Suite A-201 • Irvine, CA 9271 B • (714) 727-9070 SKT RESPONSE TO PLAN CHECK January 16, 1992 Job Name: CALLAWAY GOLF Esgil Corporation SKT Job Number: T91046C for the City of Carlsbad Building and Safety Re: Plan Review No. CB91-1685 Item No. Comments 207. See revised foundation plan. 209. See notes of s-1 requesting soils engineer's review. 247. N/A 249. See typical details referencing typical plate splice. 255. details 9, 10 and 26 on Sheet S-3. Additonal Items: 1. See revised plan. 2. See revised plan. 3. See revised plan. 4. Floor diaphragm nailing is more severe than the sub- diaphragm, therefore it was not included. 5. See revised plan. 6. See revised plan. 7. See elevations and details. · l:lt 111 SKT Structural Engineering S. K --23141 Verdug00r.•_Suite200 Laguna HIiia. CA 9li!B!53 -------------JOB NO.---- ________ 9y ___ _ --------~~------~--------"-· ~---~-- foia.... ·. CALLAWAY'GOLf ~Se.. IV Me.~~1~E Ano1r10N f<e:v1sr21:::> To EL-!HtNATE:.. Cow.r-... 1N ~o R:oT1~'=' Fr<-Or--1 T11f: E:.>41sr1K1 ~ i=.U:CTKICAL f<co~. 'Stvfl1~ UJNSUL'TU.JG? ~~I T41of~G CALLAWAY GoLf • •••• SKT Structure! Engineering S""[7'T··· 23141 Verdugo Cr.• Suica200 :) r-,.... Lagune HIii-. CA 928!53 . _ ~ I a -==-==...::1--"'------1--.......--------1 P.i.~ '"'1-e,~ z, ' .cO ~a ___ ...,:._ _ __,_ 'a''-. ._. ----------.,,...._..---t:tBt-· ------@+ . a:,-& . .f; ~ 'b PAf<.TIAL fAA,""11tJG Pl.A~ '?PAtJ r: 24-.1 . . w-:. (1-3/2.)( 26-+-1.. ~ _-1-;2.5) =--ss 1 + 1440 rL-f H ~ 12e,.4 1 -',(. 6 = D, ':?1 ' __. L/(o~o £.i.. ..._; e-4 -W= 1.10f1f · p = ( 43/.2 )(~5 Ir I 440) = 1. S ;-;1. ot<- ~ =· 1.01., ~I ~14 e, .. s w= 100:-110.FLf . ,~:: +.it 11, ":) K M ~ 114. e:>1 ... ~ _ . t<L .. '2 · 4 + 7, l ic. ~it~ f,I + l+,Ol'- I .. I I ' ,,, ' ..... SKT St:ruct;ural Engineering S KT 2:3141 Verdugo Or-.• Suita200 Laguna Hills. CA 928153 e-7 I .Wt«' 7?1 I O 4-~ BY 84;:;?N ---------,-----__,--DATE--,,----- BfE.\/l ~eo _ ff2AM1J~ SHT g .. 2, · OF-- GfAi-J ~ !1..6, 6 LD : (1 /z )(~o. 5 + '\2&) -= I IO + 440 plf t1--07, 6' ~"-< 71 , .. ic. .6 ': 0 I 9+ ll ~ L/:;&:;&, ~.-e, W1 :: ~10t'2E::00p½= w~ = 120 t 1..~40 fLf p~ :2,4 -+-1,2!"' · -~:: 47s, I'~~, . ,D: l,0 II _,. L-/~g8 n.o 44.o P 12' ru.J-:z.. (JJ ~ . 1 I / . -), -~--~."'--- WZ-4 "104 " .. •• f If SKT Struct:ural engin_1111ring S'l7'T. -23141 V•rdugoCr.• Su,c•200 J "' Lagun• Hilla, CA 926153 . ~ ~ . . -... =.1-. . i I -·--·-----·-···-----·---::::..::..!:..'::-:-t I· :::...:_:_ __ ~---~--___ ,, ·-----~ ci L .... .. .. I • ~n~~ ~----l~~; ---r--J ! a PF· f PD/, ': II . '2.1'. · P.:i. " ~3. ~ . r:t A~.-= 44.4/a. = 7-Z .;t. . PP-S· -~ = 1,S~ Pu. = '.2.Vr· . . 01 A~.-= ,;&,4/~ '"17.7 -o .. --0~~---©··. ! . ' ' f SKT STRUCTURAL ENGINEERING 15375 BARRANCA PARKWAY SUITE A-201 T~VINE, CA 92718 ... 4 727-9070 Title: Scope: Number: Misc Dsngr: Date:04-Feb-92 -------------~--~--:~~~~: __ :~~==~:--~~~:~=~-~-~~~=:~-----------:~~=B~f DESCRIPTION >> FOOTING AT D.1 >> ------------------~-----------DESIGN DATA----------------------------- ALLOW. SOIL PRESSURE = 2,000 psf SHORT TERM INCREASE = 1.33 BASE PEDESTAL HEIGHT = SEISMIC ZONE (0=wind) = 4 -----------AXIAL LOADS------------- DEAD LOAD = LIVE-LOAD = SHORT TERM = rx, LOAD ECC. FROM CL = 'Y' LOAD ECC. FROM CL = 7.5 kips 27.9 II ti in in OVERBURDEN DL WT= psf COMBINE LL & ST? N y/n CONCRETE WT. = 145 pcf BIAXIAL ANALYSIS? N y/n ---------DIMENSIONS---------- WIDTH ALONG X-X = 4 ft LENGTH ALONG Y-Y = 6 ft THICKNESS = 12 in COLUMN X-X DIM. = 8 in 11 Y-Y DIM. = ... 8 in ---X-X AXIS ROTATION FORCES ------Y-Y AXIS ROTATION FORCES ...• Pressures@ Left/Right .... Pressures@ Top/Bot . MOMENT: DL = LL= SHEAR: Short Term= DL = LL= ft-k MOMENT: DL = LL= k Short Term= SHEAR: DL = LL= Short Term= Short Term= ft-k k ------------------------------SUMMARY------------------------------- ...•...•. Soil Pressure......... . ..... Moments & Shears ..... . D+L D+L+ST Max. Allow. Max Pressure = 1,·620 458 psf Mu/Phi = · 9.5 k-ft Allow. " = 2,000 2,660 Vu:1 Way= 45.4 93.1 psi 'X' Eco-. = in Vu:2 Way= 95.1 186.2 psi 'Y' Ecc. = OTM Ratio= 999.00 1.50 Service Load Pressures ...... Left Right Top Bottom DL + LL . 1, 62'0 1,620 1,620 1,620 psf . DL +ST+ LL (if LL & ST= Yes): 458 '458 458 458 II Factored Load Pressures ...... Left Right T.op Bottom ACI Eq 9-1 . 2,617 2,617 2,617 2,617 psf . Eq 9-2 . 641 641 641 641 It . Eq 9-3 . 412 412 412 412 It . ---------------------------------------------------------------------------FOOTING DES;IGN DATA ----------------~-----------------------------f'c = 3,000 psi 'm'= Fy /(.85f'c) = 23.53 Fy ..,.. 60,000 psi Vn:1 ... 2(f'c)A.5 = 109.5 psi REBAR CL TO SOIL -3.5 in Vn:2 ... 4(f'c)A.5 = 219.1 MINIMUM STEEL % = 0.0014 ---FACTORED SHEARS -----~---9-1 --9-2 9-3 ---------Vn * Phi TWO-WAY 95.1 17.2 11.1 psi 186.2 psi ONE-WAY: Vu @ Left == 22.7 4.1 2.6 It 93.1 If Vu @ Right = 22.7 4.1 2.6 II 93.1 II Vµ @ Top = 45.4 8.2 5.2 II 93.1 II Vu @ Bottom= 45.4 8.2 5.2 II 93.1 II ---MOMENTS ------9-1 ---9-2 ----9-3 -------------Ru--.--As Reqd Mu/Phi@ Left = 3.72 0.68 0.43 k-ft 51.6 0.14 inA2 SKT STRUC.TURAL . ENGINEERING 15375 BARRANCA PARKWAY SUITE A-201 T~VINE, CA 92718 -4 727-9070 Title: Scope: Number: Misc : Dsngr: Date:04-Feb-:-92 -------------------;;;;~~--;~~;i;;--~~~;;i;-;-~;;i;;-----------;;~~i:s ------------------------------------------~-----------------------------II @Right= 3.72 0.68 0.43 ·s1.6 0.14 /ft II .@ Top = 9.53 1.73 1.11 132.0 0.31 II @ Bottom= 9.53 1.73 1~11 · 132. 0 0.31 SERVICE LOAD OTM STABILITY -----------Static -------Short Term Factor of Safety . y -y AXIS = 999.00 999.00 . Factor of Safety . X -X AXIS = 999.00 999.00 . SKT STRUCTURAL ENGINEERING 15375 BmmANCA PARKWAY SUITE A-201 TRVINE, CA 92718 Title :CALLAWAY GOLF Scope :PHASE IV Number:T91046 Misc :REVISED FRAMING .. 4 727-9070 Dsngr :RGN Date:03-Feb~92 -----------------------------------------------~------------------------TILT-UP CONCRETE WALL PANEL STRIP DESIGN Page ~·C::, ---------------~--------------------------------------------------------DESCRIPTION>> EXISTING PANEL AT ELECTRICAL ROOM >> WITH ADDED FLOOR BEAM ---~--------WALL CLEAR WALL HT. DATA-------------~-------DESIGN DATA---------- PARAPET HEIGHT WALL THICKNESS REBAR SIZE REBAR SPACING DEPTH TO STEEL CON~RETE WEIGHT MAX DEFL. RATlO Ht/ Thk Ratio Max. Vert. Spacing Max. Horiz.Spacing = 13. 5 ft = ft = # = = = = = = 7.75 in 5 9 in 3.5 145 150 in pcf 20.9 18.00 in 18.00 in ---------LATERAL LOADS---------- WIND LOAD = 20 psf POINT LATERAL LOAD = . # .•. HEIGHT FROM BASE = ft •.. 1:Seismic,2:Wind ? w/s UNIFORM LATERAL LOAD= plf ... HT TO TOP OF LOAD= ft ... HT TO BOTTOM 11 " = ft f'c: CONCRETE = Fy : REINF. = PHI : · SEISMIC ZONE_ = WALL: ZICp. = PARAPET: ZICp = 3,000 60,000 0.90 4 0.3 0.3 psi psi COMBINE LL & ST ? Y y/n INCLUDE PARAPET ? N y/n MIN VERT STEEL = 0.0020 % MIN HORIZ STEEL = 0.0012 % % FIXITY@ BASE ---> % (Always internaliy set to 0% when UBC methods are used!!) --~-----VERTICAL LOADS---------- ROOF/FLOOR LOADS: ••••.. DEAD LOAD •..•. ;LIVE LOAD ••.• ~ LOAD ECC. ADDL. DEAD LOAD " LIVE LOAD = = = = = 300 1230 7 2630 466 plf plf in plf plf ••.. 1: Seismic, ,2 : Wind ? w/, s -----------------------CHOICE OF DESIGN METHOD ---------------------1988 UBC 2614(i) : Iterated Enter --> _ · ACI Method #1: Eq. 9-7 and iterate deflections --> " " _ #2: Eq. 9-7 w/ deflection @ Mn --> Empirical Method #1: Use Icr and iterate --> " 11 #2: Use Icr and defl. @ Mn --> 1988 UBC 2614(i) : Exact, Non-Iterated --> 1 2 3 4 5 6 >> 1 << ---------DESIGN SUMMARY-----------------Seismic---------Wind---- Moment Capacity: Mn * Phi = 80,781 in-# 82,851 in# Applied_Moments: Mu @ Mid-Height = 12,378 in-# 15,242 in# Mu @ Top of Wall = 2,940 in-# 13,183 in# Actual Axial Stress = 57 psi 57 psi Allow. Axial Stress = 0.04 -J:'c = 120 psi 120 psi Max. :As 9., • 0. 0.6 * RhoBal = 0.012 vs. 0.0098 9., 0 0.0098 9., 0 Maximum Service Deflection = 0.0~7 in 0.023 in Height/Service Deflection Ratio = 6,027 7,139 Maximum Bar Spacing For Parapet Mu= 18.00 in 18.00 in -------------------------------------~--------------------------------------FACTORED LOAD ANALYSIS ------Seismic -----Wind Basic Deflection w/o P-Delta = 0.02.in 0.03 in ·Basic Moment w/o P-Delta = 12,271 in-# 15,120 in-# Excess over Cracking Moment = in-# in-# Maximum Deflection w/Factored Loads = 0.02 in 0.03 in Mu . Maximum Moment @ Convergence = 12,378 in-# 15,242 in-# . . ... Governing ACI Equation . 9-2 9-2 . SKT STRUCTURAL ENGINEERING 1537? B~RRANCA PARKWAY. SUITE A-2.01 ~~VINE, CA 92718 Title :CALLAWAY GOLF Scope :PHASE IV Number:T91046 Misc :REVISED FRAMING .1.4 727-9070 Dsngr :RGN Date:03-Feb~92 TILT-UP CONCRETE WALL PANEL STRIP DESIGN Page·~-, ------------------------------------------------------------------------------SERVICE LOAD ANALYSIS ------Seismic -----Wind Basic Deflection w/o P-Delta = 0.03 in 0.02 in Basic Moment w/o, P-Delta = 13,968 in-# 12,133 in-# Excess·over Cracking Moment = in-# in-# Maximum Deflection w/Service Loads --0.03 in 0.02 in Maximum Moment @ Convergence = 14,083 in-# 12,219 in-# ---------------------------LOAD SUMMARY------------------------------- All factored load analysis is carried out twice for each ACI Equation: Eq. 9-2: l.05D+l.275L+l.275W Eq. 9-3: 0.9D + 1.3W · l.05D+l.275L+l.403E 0.9D + 1.43E Wall Weight Vertical Loads: P-Axia,l P-Wall = = = 93.6 psf 4,626 plf 632 II -------Total Service = 5 ,.258 ··plf ---------------------------ANALYSIS E :57,000*(f'cA.5)= 3.1E+06 psi n: 29,000/Ec = 9.29 .Fr: 5 * (f'cA.5) = 273.9 psi . As(eff) -[ Pu:tot + (As*Fy) ] I ''a' = (As*Fy + Pu) /(.85*f'c*l2) . 'c'= 'a' I .85 .I-gross I-cracked .I-effective (ACI) Phi . Capa_ci ty Reduction Factor . .Mn= As(ef·f) * Fy * ( d ... a/2 ) Wl:Wall Wt * ZICp = 28.1 psf W2:Parapet w~ * ZICp = 28.1 Seismic Wind Pu-Axial = 4,102 5,239 plf Pu-Wall = 885 664 II -------------- Total Fact. = 4,987 5,903 plf VALUES---------------------------- S-gross = 120.1 inA3 Mer= S * Fr = 32,898 in-# Rho balanced = 0.02138 Seismic --.-Wind Fy = 0.496 in""2/ft 0.512 in""2 = ·o. 973 in 1.003 :i.n = 1.145 in 1.180 in = 465.5 in""4 465.5 inA4 = 31.6 II 32.2 II = II II = 0.9 0.9 = 89,757 in-# 92,056 in-# SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 Riverdale Street, San Diego, CA 92120 P.O. Box 600627, San Diego, CA 92160 619-280-4321, FAX 619-280-4717 Smith CoDnEsulting Architect's _Q 09 1991 - December 6, 1991 C,allaway Golf SCS&T 9112295 Report Number 4 2345 Camino Vida Roble Carlsbad, California 92009 Attention: Subject: Reference: Gentlemen: Carol Kerley Foundation Recommendations, Mezzanine No. 2 Improvements, 2285 Rutherford Road, Carlsbad Research Center, Carlsbad, California 1) Preliminary Geotechnical Study, Carlsbad Research Center, Lots 16, 18, and 19, Tract 81-10, Carlsbad, California, Prepared by Geosoils, Inc., WO989-SD, March 14, 1989 2) Interim Soils and Geologic Report, Carlsbad Research Center, Lot 16, Carlsbad Tract 81-10, Carlsbad, California, Prepared by Geosoils, Inc., WO989- SD, November 15, 1989 3) Final Soils Report, C~pital Improvements, 5960 Pascal Co_urt and 2285 Rutherford Road, Carlsbad Research Center, Carlsbad, California, Prepared by Geosoils, WO989-SD, June 4, 1990 In accordance with the request of Mr. Mark Langan of Smith Consulting Architects, this letter has been prepared to provide foundation recommendations for the proposed Mezzanine No. 2 improvements at the subject site. The 125 foot by 65 foot mezzanine will be constructed along the eastern side of the existing building, between column lines D.1 and G, and 6.2 and 8. Based on a review of the referenced soil reports, the following provides our foundation recommendations: Dimensions and Capacities: Foundations for the proposed mezzanine should be founded a minimum depth of 30 inches below the top of the concrete floor slab. A minimum width of 18 and 24 inches is recommended for continuous and isolated footings, respectively. An allowable bearing capacity of 2,000 psf may be assumed for these footings. If the footings are founded . at least 48 i,nches deep (which should be into firm formational material), the bearing capacity can be assumed to be 2,500 psf. The bearing capacity may be increased by one-third when considering temporary wind and/or seismic forces. l i • , . ~ / SCS&T 9112295 December 6, 1991 Page 2 of 2 The invert of subsurface utility excavations paralleling footings should be located above the zone of influence of these adjacent footings. This zone of influence is defined as the area below an imaginary line extending 45 degrees downwards ( 1 H: 1V inclination) from the nearest bottom edge· of an adjacent footing. Continuous Footing Reinforcement: Continuous footings should be reinforced with at least two No. 5 bars positioned near the pottom and two No. 5 bars positioned near the top of the footing. This reinforcement is based solely on soil characteristics and is not intended to be in lieu of structural reinforcement. Expaf'isive Cba.racteristics:· Tt,e prevailing foundation soils w~rfi <;leter.mined to be high!y to very . . . . . . . . . ' highly expansive. The recommendations contained in this letter reflect this cond!tion. Foundation Plan Review: The fc;,undation plans should be provided to the geotechnical engineer for review in order to ascertain if the recommendations ,presented in this letter have-been implemented and that the assumptions utilized irt the preparation of this letter are valid. Foundation Excavation Observation: All foundation excavations should be observed by a representative from this office prior to the placement of forms or reinforcement. If you should have any questions after reviewing this letter, please do not hesitate to cpntact this office. This opportunity to be of professional service is sincerely appreciated. Respectfully submitted, SOUTHERN CALIFORNIA SOIL AND TESTING, INC. William R. Stevens, R.C.E. #43010 WRS:wrs xc: (2) Submitted (1) Bilbro and Giffen ( 1 ) Snyder Langston Builders ( 1) Smith Consulting Architects ( 1 ) SCS& T Escondido Office 1· ·I I I I I I I I I I I I I -I -1 I I I ~ fr==;MD fr==; lo) CONSULTING MECHANICAL ~LS\./ lSL.n) ENGINEERS [§~@D~@@~D~@ 9 D~©o TITLE 24 REPORT FOR: CALLAWAY GOLF/MANUFACTURING - 2285 Rutherford Road Carlsbad, CA COMPLIANCE METHOD: 1 ST GENERATION NON-RESIDENTIAL BUILDING DEPARTMENT: CITY OF CARLSBAD PROJECT DESIGNER: SMITH CONSULTING ARCHITECTS 9868 Scranton Road, Suite 150 San Diego, CA 92121 REPORT PREPARED BY: JEANNE FRICOT Energy Analyst Sevier Engineering, Inc. REF.: 2699 DATE : 11-4-91 REV.-: 01-14-92 8989 RIO SAN DIEGO DR., SUITE 240 • SAN DIEGO, CA 92108 • (619) 299-2161 • FAX (619) 299-5415 . .... .,--"' .... ·· ..... · . ...,,_ -....... ,_ .. -..... :· --,.. .... __ ...... . -·-... -·-"-~ - f?ertificate of Compli_~~ce (Part 1 of 2); -'f • ~ CALLAWAY GOLF /MANUFACI'URING : · .. INC. 619-299-2161 Telephone The proposed building will be in substantial c:ompuance w1 California Building Energy Efficiency Standards provided it is built according to the plans and specifications and provided lluture improvements ant completed ac;o:,rding to the requirements indicated on this Certificate of Compliance. To. plans and speciffcations have been prepared to __ indude_ all ~ignificant e11«gy C0f'ls.rvalion ~arures ~,red for compliance wId'l the Standards. &ik:hng areas !hat ara unCO(ldidoned and.'or not subject to the standards are indicated on llt'!e plans. Flans dated Specs dated ICompany Address C,ry,State1Z1p lre!epnone_ bate dal. Gcensa No. CWn_er. The-energy conservation fearures and performance speemca ·ons indicated on this document and on !tie plans and specifications shall apply to future alterations. unless compliance is demon~trated anew and a new Certificate of Compliance is subm1rted. A copy of this Cer-jficate will be retained and transmitted to future tenants, sucsequent owners or others with responsibili!'f for making improvements l or modifications to u,_e building. If this certificate is lost. a Mw Certificate may be required before a permit is issued for al!Mali0t1s. Unconditioned areas are indica,ed on the pians and, if :hese areas are conditioned in !he Mure, they must be. made to comply with the appiicab:e energy standarcs men in affect. . I Signature Date Addr9SS I C,ty1State/Z1p Enforcement Agency. The proposed buildin9, and ruture alterations will I comply '-Nitti ire California Bu1ld1ng Energy Efficiency Standards, provided . 11.lture alterations meet the requirements indicated on ir.is Certificate and all applicable mandatory measures, as long as the building OCOJpancy · l'iP• remains unchanged. I s,gnarure Name/Title I Agency Address I C1ty1State1Z,p EEM Form Revised September 1988 Date .,. , •. _Pr~c::(:rptiVf) Requirements C F-1 A -:~~:,_ For Enfo,cement .Ageocy Use Oily · .. :-~--·--~~~- .,:,-,:--,. Budcing Pe~.,,~-_Numoer .. __ Plan Chec~'.~Y .. ·.:-:: Approved B~. c-,.111 1 Unccnditioned or Multi-tenant shell? • 2 CEC Occupancy Type • • • • • • • 3 USC Occupancy Group/Division • 4 5 Edition of Standards • • • • ConditiOf'led Floor Area • • • • • • 6 Unccnditioned Floa Area • • • 1 at G•Mratlon Occupancy Typff N Cate Date Date • ~'RJFACTURING B-2 date 1988 f.'3~,s st LH:,e sf 7 Location Code Number. • • • • 157 8 Oca.ipancy Code Number • • • • • • • 063 9 Maximum Allowable Uo'.1!rall • • • • • • • 1 66 10 Standard OTTV • • • • • • • • • 9..= 64]__ Btu/h-sf-F Btulh-sf 2nd Generation Occupancy Types 1 t Climate Zone • • • • • • • • • t 2 Package Selected • • • • • • • .• N/A 13 HVAC Power Criteria Set (if applic.) •• :± Note: List other options and requirements significant for compliance below or ori an attached supplement. For ex;=i!Tlple. i'nclude tenant improvement specifications. Additiorial requirem~nts should be iurtner detailed in the energy compliance documentation. Attachment becomes part of Certificate of Compliance. 14 · Supplement Atiached? • • • • • • • • • N (YIN) r(oi>e.1-• ~Ll~ ~fr. tref,\.i1~ e.ff. ~-~iz. ,c:,r...p • ~~e. 't'~G9lf, L&.o <;.s ?f ,l) ·a ,, t?-Z.'{-?,'f,..f <&,i.f t./1,.o 1t'-t •• ~!>CJ ,o. "2-,. $,"1 t.1'1.0 11.1 Yt:-D P:t;l. -~C.,"I-t.{o ~?,O i'2,? 11 d</f, lft.~ i.t.. "1 I .o i2. '3 '' tJ/,,o r,{,o '6,t; '7(.c 17-,1 ,, 07'5 g.f., "It-0 io.s ,-z.~o ' '' oqo t~.o is q1.o go.s Page __ ·_of. __ ·_: _ ~~1.:~--:~~~~~~::-:c:::..:·.;;..,.:~~:::;::.~:f ~:.:,~: .. ~¼_~:.-:-':!::::.;.._: · ·--h~·-.. ----:"-'; ·, . -.... -.,. ·:1;--;f _.., ..,_ .. .._,._T_, __ .~ ..... ~ I Certi.ficate of Comp,l~1ce (Part 2 of 2) . -~rescriptive Compliance C F-1 A · . . ' ~ •j 't --~ .. -.,. -"" ~; CN..LAWAY GOLF /~ACI'URING-1-f-9-91 -:;··;::·J: For Enfo":ement" Agency Use Oil)' -.:-:-:::;_ I P~ikWrER ENG~--61ia_:i9~216118 Ooci.,mentallon Auihor/F1"ry-· Telephone--~·pj~n Checked By Cond.Flr.Aiea 063 CEC Occ.Type-Date -:.---~ -~ -·A.l"",'-1' ------------...; __ ,.._, -=--=-----------,---,.~-,---.;_-----------,.---:~-----------..,;;;;;;;;....;; ·1 Not•. Mort lhan one Part 2 may be 1ubmitted, but aN must rttfe~ce !he same Part 1. The person responsible for Iha design eomphance for taeh "' major builcing.system acknowledges Iha following compliance sta!&nient by signing lhe appropnaLe space belcw. ·· Compllanc. Statemeni.' The prooosed buildina imprcvements substantially a,mply wi!h the requirements indicated on the Certificate of Compliance tor this buil_dir19, dated_ r2.-"I• eu The plans and specificat1ons include lhe significant energy ccnservation features and the compliance documentation is eonsisant wnn a,e pians and specificabons. · I --- ·Envelope, Allow.ct PropoHd 11 Roofl?9iling At • • • • • • 20. 66 20. 66 2 Extenor Floor At • • • • • - 3 Opaque WaJi At •. • • • • • 1 • 51 1 • 51 I 4 Exterior Wall Area ',. • • • • • • 1 9 7 5.5 5 Wall Glazing Arva.. • • • • • • • • • • 0 , 6 Average SC (Wall) • • • • • • • • • . • N /A · · 1· 7 Total Wall o/e Glazing • • • 0 O a. West Exterior Wail Area· (if applic.). • • N/A 9 Glazing Area (West Wall)9 (if applie.) • 3= 110 Average SC {West Wallt (if applic.) ••• 11 West Wall% Glazing•. • • N/A 12 Roof Glazing? ( 72 I . • • • • • Y -I · Lowrise office Pkgs. D, E,& F and all highrise offic:e Pkgs: . Lighting I· 13 Basis of Allowed LPD. Allowed Proposed 14 LPD •• ~ ••••• I. 15 . Package Lighting Reduction 16 Adjusted LPD •••••• ··--- 17 Wghting Control Credits?. ...... , __ ___ i:, Other requirements: I h-F-sf/Btu h-F-sf/Btu. h-F-sf/Btu sf sf % sf sf (YIN) watts/sf watts/sf watts/sf (YIN) INSULATING SHELL RCOF Extent ol lmprcvements Plans daied · Signature Name/tiile Company Adcriss C1ty/State12ip Telephone E~tor.cement Agency Extent ol lmprovemenis Plans dated Signature Company Address: Telephone Enforcement Agency Specs dated Cate Cal. License No. Date Specs dated Date Cal. License No. Date ·._I 1-.-----------------.. -I -I I: •" I Mechanical Allcwed Propo .. d 18 Whqle Building HVAC Set#? (WS~A) •• _N...._._ a. Fan Wattage Index • • • N/A N/A b. Cooling Power Index •• + i c. H"ating Power Index • • __,....__ 19 Tailorl!d HVAC Approach? (WS-4B) ••• _ a. Haa~ng Capae!r,, • • • • ~ b. Cooling Capacity • • • • _j_ _ c. Fan Perlormanc:e Index • 5 • 0 0 1 • 44 20' Simultaneou~ heattc:cot? (WS-4C) • .-N Other requirements: (YIN) watts/sf. Btu/sf Btu/sf (YIN) ---·. __ (units) _ __ (unilS) efm-inlsf (YIN) NEW.UNITS Extent of Improvements ~pees dated -,.,--q-z... ale .. DAN SISKOWIC, PE Name/tide SEVIER ENGINEERING, INC. Comeany . 8989 RIO SAN DIEGO DR., SUITE 240 Addrtss SAN DIEGO, CA 92108 C1tytStatatZ1p 61 ~-299-2161 Tale 0(18 Enforcement Agency Date Page __ ot_ ~ ~ \.., • ~--... • --* • __ ,~ ... -' Mandatory Measur~~ Checklist -~ MF-1 I -.,. __________ ·-1--------------- , For Enforcement Agency Use Only Prosec:t Tide Pian Checked By Oa1e I Ooc:umentabon Auihor7F1rm '----------------.• This Checklist ii applicable to both First and Second Generation Nonresidential Standards Compliance. I Reterenoe in. Construction Documents I Envelope Measures I [ ) Certified insulation materials per 2-531 l(a) • [ ) Insulation installed to meet flame spread and smoke density requirements of 2-531 l(b) ••••••••• I [ ] Urea fcrmaldet,yde foam insulation is installed per 2-5311 (c) • • • • • • • • • • • • • • • [ J Retrofit insulation specified as per 2-5313 ••••• I l J Air infiltration is minimized by specification of tested manufactured door$ and windows, proper sealing and caulking of joints and openings in exterior walls and weatherstripping as per Section 2-5317 • ' I I :i·. I ·I I I I I I I Lighting, System Measures [ 1 Certified luminaires/ballas!S per 2-5314(b) • . . . . . . [ ) Independent control w/ enclosed areas per 2-5319(a) • • [ ] Manual switching readily accessible per 2-5319(b) ••• [ ] ' Reduction of lighting load to at least one halt per 2-53 ~ 9( c6 Occ1:1pa_ncy sensors _or programmable timers meeting EC a1tena may subst!IUte • • • ._ • • • • • • [ .] Separate switching of day lit areas per 2-5319( d) • • [ J ~pa~te switching of display and valance lighting in retail and wholesale stores per 2-5319(h) •••• [ ) Automatic control of displi~hting in retail · · and wholesale stores per -19(h) • • • • • • ; • • • [ J Tandem wi~ng of one~ and lhree-4amp luminaires per 2-5319(1) .•••••••••••••••••••• Daylighting and Lumen Maintenance Controls (when applicable) [ J Uniformly illumination reduction to on•half per 2-5319(e)1 ••••• , ••••••• [ ] flicker free operation and no premature lamp failure per 2-5319(e)2 • • • • • • • • • • • • • • • • • [ ] Time delays to prevent undesirable c:yc:fing per 2-5319(&)3· •••••••••••••••••. ( ) Step switching devi~s with separation between on/offset11ngs .per 2-5319( e )'4 • • , • • • , • , I EEM Form-Rj.v~ed September 1988 ,• ' ·, Reference in ConstnJc:tion Documents [ ) Photoce I sensors with a diffusing cover and no opaque coyer per 2-5319(e)5 •••• , •• . . . . . --- [ ) Manufacturer's instruc:tiqns provided for installation and calibration per 2·5319(e)6 •· ••••••••••. __ _ [ J Proper installation of controls including sensor locauoit. c:ertific:alion of initial calibration and control ot luminaires only wi!hin daylit area per 2-5319(el8 ••••••••• __ _ [ ] Visible or audible malfunction ~arms per 2-5319(9) ••• __ _ Occupancy Sensing Devices (when applicable) [ ) Visible or audible malfunction alarms per 2-5319(g) • [ J Limits on emissions per exceptions to 2-5319(e) • HVAC and Piumbing System Measures ,( ) Piping insulated as required by 2-5312 • • ? ~~ . M. -:_I __ _ [ ) Cenified HVAC equipment per 2-5314(a) ••••• ( J Certified plumbing,equipment per 2-5314(a) •••••. ( J Heating and cooling equipment efficiency per 2-5314(b, . __ _ [ ) Pilotless-igniticn of gas appliances per 2-5314(c) •••• __ _ [ ] Automatic controls.for off-hours per 2-5315(a)1 ••••. __ _ [ ] Thermostat set point requirements per 2-5315(a) •••. __ _ [ J Sequential control of heating and cooling per 2-5315(a)3 ___ _ [ ) Automatic exhaust fan dampers per 2-531 S(b) • • • • . __ _ [ ] Thermostat controls for each zone per 2·5315(b) •••. __ _ ( ] Ventilation provided per 2-5316 and 2-5343 • • • • • • ( ] Ventilation and recirculation air quantity information provided per 1403(b)3 ••• . ...... ·--- ( ) Heaters for domestic hot water and/or pools per 2-53~ 8 . __ _ P,t-,J· o' I I I I I I I I I I I I I I 1· -:I BUILDING ENVELOPE COMPLIANCE DATi=:.i FORM .. ) tFWJECT TITLE: PROJECT DESIGNER: Callaw6y Golf/M~nufacturing REF#~ Smith Consulting Architects CALCS. LCiCATiiJr-1: SITE DESCRIPTION Location Code Number Latitude Degree Days-Heating SF, Solar Factor DELTA T, <ASHRAE Design Temp. -78F) BUILDING DESCRIPTION WALL ~~:~ ;_.:;:::~ ~-, - Occupancy Type Code Number Gross heated fleer area, sq. ft. Numoer of floors; Ground floor perimeter, ft. Long'st diag. dim.@ grd. flr.1 ft. H,:;i_i,;iht, H. Area Opaque Wall l Op aqu.e ll../-:i. l l 2 Ar·e::i Window 1 Are.::1, t'-i i ndow 2 Pti-ea i,Ji ndow 3 P-wea. D,:::i,::i1-i Area Door 2 T,::Jt.al AmiJ Heat Tran·;;;fe1-Coefficients **Ir-I.a 11 Assemblies V-:1.1-y vJin u in ccJmposi t ion; See Sum u . Fo1-m -, c::. for are<:\s and t,.iJ,in u U-values. Sum u t.-iJi n u Sum u Win u St...lin ·U Win u Sum u i,1J:i,p u Sum u f;Ji n u Sum u Shading Coefficient of Wind0w 1 Shading Coefficient of Window 2 Shading Coefficient of Window 3 !,iJa l l 1 tiJa l l 1 !,iJi ndow !;Ji ndow Dooi-1 Dooi-1 i,,Ja l l '.::. ,_ Lt,J.::1. l l 2 f;J'i ndr::H"-1 vJ i ndi::n,~ Dooi-:::",.i. '- Do,:::n-·:::> "- Wi ndo~-.i \IJ i ndCH-./ Weight of Well Construction, lbs/sq.ft. Mass Correction Factor Wall 1 Mass Correction Factor Wall 2 Equivalent Temp. Oiffe~ence Wall 1 ~-~;£.;:>~.'~(:;: "~; ~~ "· "· l 1 ·:::) .... ·:.-:i C- :.:-} =' ·-' 1 2 ,3 4 11.) 1 1 1 ·:::) .... 1:3 .t 4 1~i 16 17 18. 19 20 21 22 ·*'-1· .. '\ c..::, 2::5 32 34 .... \,:-:::.,,_, JF 1-· l L~--':12 l ~57. 000 ::3·;3 "2()i) 2()132 # t)()~) 1 ,~2 Q 7(1C1 E, ,.()t)c) E,:=; ~ {)(it) f=.r:3t)f:,8 &. i)()(.i 2 E1.7E, n (JC1C:i 0.000 (.1 e ()(:~() i) .,:)t)() !:! u!)()(.' 0.000 180.000 197:55 .ooo () .. f~tE,2 0.662 0.900 1. 170 1 i: C17(~ (i • :)(i() 0 • ()(,(l () ,I 1.)()(! (", :i5fi() t). !55(! 0.000 0. (;(\(/ ,.) ,1 2 ;:':i () () 11(1()(' (). (H)t) (.1 p l)(H) () ,. ~-') t:i r.) (.1 _, ()(i(i :1<) II()()() I I ·1 fl ~ :1 I ;I :_I ·:1 ··I ·' .. ·:·1 -' II I I Eq~ivalent Temp. Difference Wall 2 Surface AreBs Area Opaqu~ Roof 1 Opaque Roof 2 Total Opaque Roof {~1-e.,:;. Skylight 1 Skylight 2 Tot a ·L ::3 k y l i g h t = Tot al AOF,.: X Skylights Dif+e-irenc:e line Lf,7 t., !:i% of 'line 48 Sum of line 44 and line 50 r. \: . BUILDING ENVELOP~ COMPLIANCE D{.:; T f:: FORM Heat Transfer Coefficients Win U Roof-1 FL..C11JF: Sum U vJi n U Sum U Win U Sum U Win U Sum U Shading Coefficient cf Skylight Shading Coefficient of Skylight Mass Coefficient/Roof 1 Mass Coefficient/Roof 2 Absorptanc:e Coefficient/Roof 1 Absorptance Coefficient/Roof 2 Flr Area over unheated space HEAT I NG 1.iES I Gl·~ CF.: I TEF~ I Di·~ L;t a.ndai-d Uc,i·J Sta.ndcu-d UoFi: fH :i.ndard Uc,F Maximum Allowable UO Pr cc:, ;::,·::.ed Uot.tJ Fr·opo·sed UoF; . Pi-oposed Uc:iF Roof 1 Sky1 Sky1 Rc,of 2 f.'.oof •:::) L- S·k'/~ Sky2 1 2 A Flr U Fl1- Prooosed UO (must not ex~eed line 71) COOLING DESIGN CRITERION St a.nd.;ffd OTTVi,v :3 t a.nd.,;.1-d OTT"h- St and2(rcl DTTV '1· 1 48 4'::.t P.a,;ie 2 F(EF. #: c::---· ._,c;: 54 60 E-1 7(l 7 :l --,,-·. lC:.. .. .,_., { .-,.";! 7LJ, 7r.::-1 ._I 7 . ., ,, (i. ()()(, 77297.000 0. ooc, 772';.17. (H)i) ·~E,<) 1: ()()(' () • (l(H) 960.000 78257.000 1.227 t). (l()i) ~:'72'::l ·7 ti{){){) 0.048 0.048 1 .200 0.800 0.000 0.000 0.000 (),. ()(){) 0.760 i) ~ ()('1() (J. ':12() {) 1:()()(.1 (j ii /}13() 0.000 0. Ot)•.) () '"f)()(.• 0 .42'? {) s: 1{)(1 t) 11()(!!) 0. 11::.,6 0 .!)E:,2 0.000 (1.i5E- 31. 600 L~ • 1 (1(.• I I I I I I I I I I I I I I I I I I I f···:-iJp(J·s·ed o·i·Tvi,~ F1i-c1pc:)sed [il-.. F1·)\- F·1-(:>oi::i~s~?c.i o·r~f"\J (ff1J...1.·::.t (7CJt p:..:,-::,:.:ip!; 11rM:if2 ~?;3:: 8() :31 I ) I M\TERIAI..S 0 DA.TA FORM Bt.JILDim .EN\,"EIJ;)PE o:M?LIANCE I 1 Project Title: CAL LA v-l A Y Gt OLF{ t4,o..t,.1 ll pµ,-lv ~i .iq Lo=ation: ~JU-t?e,e...01 l--A · I Project De.signer: ~rn-\ {,,,()~?~t.. ... n~ ~rr~4~ I wall I I I I I I I I I I I I Wall '.type 1 2 Weight of wall construction, lb/ft (see Sec. Heat Transfer Coefficient C see Sec. 4 .1. 8 > Surface hrsas (Attach sheets to doc.JI"O=>_nt any additio~ial o:>:rp3.ss orie.~tations) Total Area =, l~7~-:; M:F = "/? .. 'IDe:; = :,0 Wall ~ipe 2 2 Weight of ~11 construction, lb/ft Heat Transfer Coefficient Surface .l'.\re:1s (Attach sheets to doC'..ment any additional C''OH;:>3.ss orientations> Total Area= M::F = 'IDeg = 1-- Wall Type 3 Weight of "-"all construction, lb/ft2 Heat Transfer Coefficient Surface Areas (Attach sheets to docurrent any additional cx:,mpass orientations) Total Area= ?,CF·= 'IDeg = FORM 2 Ix:>cumented by: ~f D3te: l?.-q-'ll Cnecked by: Date: 4.1.8) w , 1 1-,,;- u::-2 4',"2--. . 1 Orientation 3 _J;A6.,.- Area 4 EP/2.'S Orientation 5 ~w:rff :i.rea 6 -,l..f7_o Orientation 7 .I.Je~ ~.rea 8 ?3°lo Orie..'1.tation 9 Are3. 10 ti\ 11 u2 12 ----- orientatiot 13 ---Area 14 Orientation 15 --- Area 16 ----- . Orie!1tation 17 --- Area 18 Orientation 19 ------Area 20 --- . ~_3 21 U:: 22 --- Orientatiorl 23 --- Area Orientation Area Orientation Area Orientation Area 24 25 __ _ 26 27 __ _ 28 29 __ _ 30 __ _ I MATIIUALI DATA POIIIM -au1L0tNO -)vlLOf"I cOMf'LIANCI .... ~1cT T1T~1 9,..LLP..v-1 ti-.>{ §oLF / t'I FC., . ..... 2 .. '--~ I I I I I I I I I I I -1 I I I I I I Wall Type 4 Weistlt of Wllll<onatruction, lb/tt2 Surf101 Al"las (AnlCh lhNU to document any additionat comp.us orientations) Total Area• MCF • TDeq • Glass Type 1 W4 U4 Orientation Ar• Orientation ,., .... Orientation ....,. .. Orientation Ar• Shading coefficient {from Table 3 of Appendix 1 or mfr1. data) Heat Transfer Coefficient (from mfrs. data) Surface Areas (An.ch sheets to document any additional Orientation compas orientations} Total Area• Glass Type 2 Ar• Ori1nution Ara Orientation Arq Ot-ientation Ar• Shading coeffici'ent (from Table 3 of Appendix 1 or mfrs. data) Hut Transfer Coefficient (from mfrs. data) ~·· f'--w:, 31 32 33 34 35 36 37 38 39 40 41 tJ/A 42 ~ 44 45 46 47 48 49 50 51 ____ _ 52 ____ _ Surface Areas (Anac:h sheeu to document any additional Orientation 53 ____ _ compass orientations) 54 ____ _ Orientation· 55 ------- Total Area• Ar• 56 ____ _ Orientation ArH Orientation Glass Type 3 Shading coefficient (from Table 3 of Appendix 1 or mfrs. data) Heat Transfer Coefficient (from mfrs.data) ,.,,... 5'.lrfact Areas (An.ch shetU to document any additional Orientation compeu orientations) Ar• Total Area • Orientation Ar• Orientation Ar• Orientation Ana 57 58 59 60 61----- 62-----63 ____ _ 64 ______ _ 55 ____ _ 66-----97 ____ _ ea ___ _ 99 ____ _ 10----- ,, MATIRIALI DAT.Al P:ORM-BUILDING fl.lVELOPE COM,LIANCE I ••®ECT TITU 4',l-lAl4J>-Y <i"L Jt<\e-t,l.u E,o<:-JL!i;,.it-19 I I I I I I I I I I I ·1 I I I I I I. Roof FIOOf ·'.2!i&lbi0ih .... . • .. ·,,. Glau Type 4 Sh~ding coefficient (from Table 3 of Appendix 1 or mfrs. data) Heat Transfu Coefficient (from mfrs. data) Surface Areas (Attach sheets to document any additional Ori1n111tlon compass orientations). Ar .. Total Area • Roof Type 1 Weight of roof construction, lb/tt2 (see Section 4.1.8) Heat Transfer Coefficient (see Section 4.1.8) Orientation Ar• Ori1n111tion ArN Orientation Ar• Surface Area (Attach sheeu to document any additional roof types) Skylight Area Skylight Shading Coefficient (from Table 3 of Appendix 1) Skylight Heat Transfer Coefficient (U-valu~) Floor Type 1 (floors over non•air conditioned spaces only) Weight of floor construction, lb/ft2 (see Section 4.1.8) Heat Transfer Coefficient (see Section 4.1.8) ~rface Area (attach sheets to document any additional floor types) Doors Surface Area Hut Transfer Coefficient (U-value, see Table 4 of Appendix 1) ------· ---. -~ --.. ..... , of"°"" z 71 ____ _ 72 ____ _ 73 ____ _ 74 ____ _ 75 ____ _ ,e ____ _ 77 ____ _ 78 ____ _ 79 ____ _ eo ____ _ 81 l:5 s2_.0~1 . . 83 _] 7 i-"11. _ 84 °l_bo 85 _.;_ .. J..L.lo'""'-_ 86 _ ..... )_. 7-:=-t>- 87 6L.ArB 88 _______ _ 89 ____ _ 90~0 91·~ I HEAT TRANSFER COEFFICIENT PROfOSED CONSTRUCTION ASSEMBL T I I I ___ ------,.-__ ~I -1 I I ' I I :I I I I :I -, I ·; 'j-~ : -' ·1 •. . ·.I• ... ' .. ~ ·, . . · . () : .... . . .. ~ .. ~ .. ,. . " ~ . . . . . . ': - Sketc;,h of Construction Assembly WEIGHT: Check one: Wall Roof Floor ---- .70 lb/ft2 ' -··· •t. List of Cc;,nstNc:tion Components ,. '-" 1i 1...-r-wp co\.J~12-~1E.. ~\-.le L 2. 3. 4. 5. 6. 7. 8. Inside Surface Air Film Outside Surface Air Film Total Resistance Rt Form 3 R t).~ O.t7 l-5 \ I HEAT TRANSFER COEFFICIENT PROPOSED G,ONSTRUCTION ASSEMBLY =-I ·1 I ·I : I .-1 I I ' I I I I I I I ~, I --------------- Sketch of Constn.ic:tion Assembly WEIGHT: . '2-'? O,eck one: Wall Roof Floor ./ lb/tt2 ' -··· ~' .. list of Construction Components 1. Bu1LT-up 12t?oF 2. !31.) l L-b1 \.J~ PA-PE-12... 3. y,;_' PL'f'WooP 4. C." LM.?WLP..Ttc?t-1(2-J(.lO ') s. Y1} <'.;,\'{~u t-A 6. 7. 8. Inside Surface Air Film Outside Surface Air Film Totaf Resistance Rt ( Form 3 R 67,:;,3 ---i 6},c:>~ 0.&,/ {f6.~7 t9 ,l/5: o.b/ 0.11 1·· I I I I I -1 I I I I I I I I I I I I .> I>XDfl~Elxl'ATl ON FORM H\11,,C S1STEfl~S C'O!·u'LI>.N:E ·--~ -=· . • • _;,{..t· '" ....... ~ -~~ . .:.-~--·:.::. t ~~t~f· (Co~Y.~te for ~:_C : . v· ---• ·-·--~-~--~..;..-....;' •;.;..· .a..;· • ___ ...,;_· •... ~:...,.-1.1- each system) .... Project Title: L.ALLP-~A'( 4°L-F= / t'"1p.t:-iuFp..~-n.112irJC, Documented by:~ F Location: ~12,-L?B.P-D\ ~A-Date: 1-z.-q-ql Proj-ect Designer:· ?t'h,-r\ C6\.l~u 1-ll~ p.{2('.:.tt rTec-iS Checked by: Ref. t. z_bqq DES!Gl, CO!DIT!ONS B~ilding occupancy type (Taple l of Appenoix 1) •••••• Project L~titude (Table 2 Appendix I) •••••••••••••••• Beating Degree Days (Table 2 of Appenaix 1)., •••••••• Q..;tooor Design Temperature, Winter ••••••••••••••••••• lnOoor Design Te;nperature ••••••••• ~·················· OJtdoor Air ••••••••••• ~ •••••••••••••••••••••••••••• ~. Heat L-:>ss Fro:n Ol.ltdoor J.-ir ••••••••••••••••••••••••••• T~J11?erature of adjacent unheated spaces •••••••••••••• Tran-snis.sion ·Beating Losses ........•..•.•.• • •• ~ •..•..• lnf i.ltratio:1 Air ....•............................ ~ ... Heat L:>ss From Infiltrat·ion .........••••...•..•.....• \7entilstion i.ir ......................... ._ ........... ·. • Heat I.J:>ss Frorn Ventilation .......................... . 0:.Jtoo:)r Air for Spe::ial Pro::esses •••••• -•••••••••••••• Heat L:>S-s From Process Air ••.•••••..••.•••••••.•.•.•• Other Heat L~sses (oescribe) ••••• (t,o;arm-i.lp) ••••••••••• 'I·otal Heat Losses •••••.•••••••••••••••••••••••••••.••• QX)L!N::; I.DAD D::CUt-:EJ\'71'.TIO!, ( ]-.ttach. ~alculation:) Outooor Design Temperature, surrrner, dry bulb ••••••••• Outdoor Design Ter.perature, summer., wet bulb ••••••••• Indoor Design Temperature, summer, dry bulb •••••••••• Indoor Design 'Iemperature, summer, w·et bulb •••••••••• Transmission Heat Gain••••••••••••••••••••••••••••••• Infiltration Air ••••••••••••••••••••••••••••••••••••• Heat Gain From Infiltraton ••••••••••••••••••••••••••• Outdoor Air for Special Processes .................. ~ •• Heat Gain for Process Air .•••.•.•••.••••••• ~ ••••..•.. -• Solar Heat Gain Through WindO',o,'S, etc ••••••••• · •••••••• Heat Gain From Lights, Equipment, People ••••••••••••• Heat Gain From Other Sources ••••••••••••••••••• · •••.••• Date: ~- 38 cp 70 OF CFM ----Btu,irlr. ----op --:=--~~ 1V6 7'f1 Btu/Hr •. / ____ CF!-~ Bt.u/Er. ----CFM :=,-----1-po~ ,l''P.J Bt.u;rlr. ,.:. ' c:rr: Btu/Hr. ----Btu/Hr. ---- ~? op _ ___.6,._Q~-OF =:::lf::=~ _"56;>?;~1 Btu/Hr. · CFM ----Btu/Hr. CFM ----Btu/Hr. . JS'l-7.-~1-Btu/Hr. / · 5'1fo'5?;o Btu/Hr. -- '1½"~~7-Btu/Hr. l> I I I I I I ·1 I I I I I I I I I I I ... •,;.. _: ·; "..:-;..:......,..._.a.- _. . =-. --.;_ Ref. +. :.._ ... -~ Page 2 of Form .Q C.OOL!~ l.O~D DCX:UMEITT'AT!ON (Continued) .... Outdoor Air: Fixed Minimum Type System CFM Per Person (Not to Exceed Tabulated t-animl.lm Ventilation Rates...... t~l CFM/Person Heat Gain From Outdoor Air ••.••.•••. : •••.•.••...•. ; ?OJ~'J,_'5' Btu/Hr • .., System Utilizing Outsioe }-.ir For Cooling CFM Per Person (N:,t to Exceed 33t of Tabulated Reco;!'CTlended Ventilation Rates. Heat Gain From OutdC?Qr •••••••••••••••••••••••• Total Cooling I.oad •••• · ••••••••.••••••••••••••••••• _ ~ •• ·-, CF.t-VPerson ----Btu/Hr. ---- 3/1'-'-, t~7..-Btu/Hr. ' Attach manufacturer's data or other, give specification or drawing reference which sho-..:s in cetail the follo;..•ing information: • •Hone~~~ell Catalog Cut Page 3 REFEREN:E (Page or sheet No.) capability to sequence heating and cooling ••••••••••••••••••••••••• temperature control device set point limits •••••••••••••••••••••••• te;:perat.ure set point range between full heating anc full CO:)ling •• setback and shutoff controls •••••••••••••••••••••••••••••••••.••••• capabili t~.:' to terminate heating at 70°F ana cooli.ng at 78°F •••••••• * .. * * . InBicate orawi=-ig or specification refe.rence where the te:rperatu;e control oevice req~irerr~nts given belo~ are oo=u."T'lents. An automatic tei'tperature device shall be provided for:. each separate HVAC system ••••••••••••••••••••••••• See Mechanical Drawing each zone ••••••••••••••••••••••••••••••••••••••••••••••••••••••••• SIM"J!..TANEOJS HE.t.TINS A?\":> 0:0LIN8 The following requirements apply to the use of new energy a~a nee6 not be coiiplied with when recovered energy is used to control te;nperature. In each case, when resetting hot and cold deck temperatures, one representative 2one may be chosen to represent no more than ten 2ones:with similar heating or cooling requirements. · Concurrent operation .of independent heating and cooling systems serving cooh-on spaces must provide either or both of the controls given below. List reference s~cification page QI drawing number where control requirements can be verified. . I" -!_,.. . . . .. _______ , ..... , _,_._-,..,, .• --. 01:.:-·--;..1.- . ... .... ~-:. .. ~..,. I •.". _-. -;:.._ I Ref. t .-.. -·:.:. Page 3 of Form.7.C I I I I I I I . _~:: _, -.-.. ~ SIMULTANEOUS ~EATI~ AN,!> CXX)LING (Continue~) ... • · .REFEREN:E Sequential temperature control of 'heating and cooling system ••••••••••• Automatic reset of heating temperature, to limit energy input only to that level to off set he-at loss due to transrrJssit:;m ana infiltration ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• ·-t Reheat systems -~ive reference specifications page or orawing number which ~ill sho~ compliance with the following when reheating 20% or m:>re of the total air in system. ~men serving multiple zones, controls mµst autorratically reset the cold air supply to the highest terrperature level of the zone reqi.1iring the m:>st cooling ................. -.............•.• , ••..•••. ·-· ........... . . . Siric;le zone reheat·systems shall be controlle5_ to se::;r..lence heating and cooling .•••••••••••••.•••••.••••••••••••••••.•••.•••••••••• D:Jcl-:5uct or :r:-,..1J. ti zone syster.-iE -9i ve re-ference -sp,;cifications paQ~ or cra-..ling nuzrber I which w-.·ill sho-...· corn?liance-with the follo·,,:inc;!,: REFE?..EN-::E I , I Hot deck te:ii'I?=rature -m~st be a~tou1atically ~eset to the lowest temperature necessary to satisfy the zone re-quiring the most heating ••• Cola dec~-te~rature -m~st b~ a~torr~tically reset to the hignest te:r.perature necessai:-y to satisfy the zone requiring the most cooling· ..• . 1 Recooling systet.'l.s -give refere~ce specifications page or drawing n~~.!:>er which shows co:Tt?liance with the following if recooling 20%: or more of the total air in the systerr.. I I I I I I Controls must automatically reset the teJii?erature of heatea supply air to-the lowe:st te;rperature ne::::essary to satisfy the-zo:1e requiring the rn~st tJeating ............................... ~ ....................... . F.v'AC SYSTEM RESTRlCTIO~~S & SPECIAL REQUlRE~~?\"TS Several HVAC System types have special requirements or restrictions. In this section, .. the type of· system used in the oesign must be listed and any special restrictions given here referenced to show compliance. supply references to proper specifications page or dr~wing numbers. 'lype H\TAC Systems Used. -List type of system to be used here (include all systems for heating or cooling in the building} include reference for specifications for each system. · . :. .. . .. ... ~· . :=1 I I -1.· I ;1 ~I 1·- :1 _I I _.I -1 ··1 ·I I _I --. •, ........... -~-= ·-· __ .t ~-:, .......... : ••••••. ._ .. 4-... : :. _ ... • ..... -..,._ ... ...-------.--. .. :,-".;c,· . :·. -· -~ ~--~ .. ~ REF. f. ---._:. -"':° Page _:'4:· of Form -4 ~-~- HVAC SYSTEM RESTRICTIONS & SPECIAL REQUIRE~~t-.~S (Continued} Constant volume reheat system -when serving both interior and exteriot-zones - separate cooling coils are reguired if the exterior zone exceeds 20t of the total air guantity through the cooling coil. REFEREN::E D:J~.L DUCT 1,10 1'fJLTI ZONE SY STE!>~ . . Constant volu.TJrE: duct or multizone systems which utilize new energy to simultaneously heat ano cool air stre~"il.S ~hich are supsequently mixea for temperature control are pro:1ibite:S for buildings lar9er than 20,000 sguare fe_et of conditione::l space. If usea, the air leakage for dampers utilized f.or the mi>:ing of heating and cooling air sh~ll be limited to a maximum leakage of 3% of the total air quantity handled by the danpers when operating at 1r.axim:.im system pressure to which the ca.mpers ,,dll be subjectea. ··Manufacturer's label or nameplate. $hell ~tate leakage rates. REFER.EN:E- ' Eco:io::iizer Cycle -For each cooli:,g fan syste:n, for other tha::, aual-::J~ct or rn:.Jltizone syste:n.s, which serve zones having total ~ooling ca?acity greater than 13~,000 Btu/hr or more than 5,000 en: must have an econo:tizer cycle unless 0;1e of the exceptions allowe5 ~s clairr~d. Electric Resistance Heating Syster.-i.S -'I'hese syster.-1£ shall not be use:5 unless the to~al installe:5 electric resistance heat aces n~t exceeo 10% (te~ percent) of the a::1:1ual heatin9 energy req..2re;nent. or a life cycle cost a'."lalysis, F'orl'i, 8 ( see Sectio:1 4. 2 of this rr.anual )· sho· ... •s an alternate syster;; life C".}-'cle cost e>:.ceeos that of the electric resistance system. Give reference if less than lO!i or incluae: Form S if calculating life cycle cost~ REFEREN:E Mechanical ventilation -Da.7.:>ers which are auto:r.atically interlockea an:: closea on fa~ shutdown are requirec •• REFEREN::E Gravity Ventilators -Either autorrctjc or readily accessible manually o-peratea da'Tpers·rnust be provided for all openings to the outside with the exception of combustion air openings. REFER.EN:£ I I I ·1-: I I I :I I I ... ' .. : . . _... -· ... ,..·-:-:·: ~ ::-~:,:-::=:-~ -~ ... -::.:. = -.. ··-,_ -:=- Re:!. t POWER CX)NSUMP'I'ION IN FANS . ,. Constant volume system Total Supply Air Quantity ••••••••••••••••••••••••••••••••• Total Press1Jre of Supply Fan •••••••••••••••••••••••••••••• Total Supply Air Quantity Adjusted for Proce~s Loads •••••• Total Gross Floor Area ...••.•••.•...•••••••••.••••......•• Net Fan Perforrrgnce Index "?ZS-'-~ X. \ ."2.c:;' + '-3e-G.S. (FPI).~ ••••• ~ •••••••••••••••••• ~ Variaole volll!Tre system Total Supply Air Quantity at Maxim\llil Flow ••••••••••••••••• Total Pressure of Supply Fan at 1-~a>:imu.'Ti Flow •••••••••• : ••• Total Gross .Floor Area •••••••• ,. ; •••••••••••••••••••••..••• Fan.Performance !n~ex at Maximum Flow (FPirn) •••••••••••••• Van able-Vol~ 1>.aJustment Co~stant ••••••••••••••••••••••• Aojusteo Fa~ Performance Index, FFI_ •••••••••••••••••••••• C: PlPIN~ AN:O D:..1:-:r INSUL.~'!IO!~ A?-m DUCT· CONSTRUCTION .. · ... _____ ........ Page 5 of Form -4 REFEREta '71-, 51,?> CFM ,. ').2 In. ~ater 'tJ/ A -CFM ,?>068 ·Sg. Ft. t.# ~-Lt!/~F K~. --.. N-~ ln. Water t,IA Sg. Ft. N~. CFM 1\,?.. l~/'.h. References to the piping insulation, doct insulation and duct construction requirements presented in Section 4.2 of the Energy Conservation Design ~..anual m~st be gj,.Ven below: I I I I. I I I I I I I I I I I I I I I *** FULL COMMERCIAL HVAC LOADS PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC*** SEVIER ENGINEERING INC. SAN DIEGO, CA 9,7~1.08 CALLAWAY GOLF/MANUFACT 1-14-92 . PAGE 4 :: ************************ TOTAL BUILDING LOAD SUMMARY*********************** ~ BUILDING PEAKS IN JULY AT 3 PM --------------------------------------------------------------------------BLDG. LOAD DESCRIPTIONS AREA QUAN SEN. LOSS i-TOT LOSS LAT. GAIN + SEN. GAIN TOTAL GAIN ¾TOT Gi'.=lIN ------------------------------------------------------------------------- ROOF 77, .~96 142, 47.~ 4.42 0 .~41., 535' ;_;:41, 535 7.88 WALL 19,755 502, 188 15.58 0 341,773· 341,773 11. 1.5 GLASS 960 44,237 1.37 0 1.54, i.~82 i--j_ 54, .=;:a2 5. (>3 FU'.JQR SLAB 675 29,852 0.93 0 0 0 0.00 -----------------------' ' - SKIN LOADS 98,011 718,749 22.30 0 737,590 737,590 24.06 LIGHTING 1 i::!6, 136 0 o.oo 0 451,630 -· 451,630 14.73 EQUIPMENT 0 0 o.oo 0 0 (l 0.00 PEOPLE 400 0 o.oo 291,900.a 144, 900--436,800 14. 2~3 PARTITION (l 0 o. 00 0 0 (l o.oo VENT 72,563 72,563 2,503,793 77.70 643, 197.8' 796,925 0 1, 440, 1C!2 46.97 !NFL 0 0 0 o.oo 0 0 0 o.oo DRAW-TH RU FAN 0 0.00 0 0 0 o.oo BLOW-TH RU FAN (l o.oo 0 0 0 o.oo SUPPLY DUCT 0 o.oo 0 0 0 0.00 RETURN DUCT 0 o.oo 0 0 0 0.00 ------------------------------------------------------------------------- -·- ·-· -· BUILDING TOTALS 3,222,542 100.00 935,097 2,131,045 3,066,142 100.00 .. -----------------------------------------~----------------------------------- BUILDING SUMMARY LOAD DESCRIPTIONS VENTILATION :CNF~LTRATION ZONE LOADS PLENUM LOADS FAN & DUCT LOADS SEN. LOSS i.~, 503, 793 0 718,749 0 0 ¾TOT LOSS 77.70 0.00 i.~2. 3() 0. (H) (1.00 LAT. GAIN 643, 197 (l 291, 900 (l 0 + SEN. GAIN 796,925 0 1,334,120 (l 0 == TOTAL GAIN 1, 4 1+0, 1--,--, c.c. 0 1,626,020 0 (l ¾TOT GAIN 46.97 o.oo 53. (>3 0.00 o.oo --------------------------------------------------------------------------- BUILDING TOTALS 3,222,542 100.00 935,097 2,131,045 3,066,142 100.00 ------------------------------------------------------------------------- TOTAL BUILDING SUPPLY AIR (BASED ON A 17 TD>: TOTAL BUILDING VENT AIR (99.99:V. OF SUPPLY>: tdTAL CONDITIONED AIR SPACE: SUPPLY AIR CFM/SQ .. FT. OF CONDITIONED SPACE: SQ.FT OF CONDITIONED AIR SPACE PER TON: TONNAGE PER SQ.FT OF CONDITIONED AIR SPACE: TOTAL HEATING REQUIRED WITH OUTSIDE AIR: TOTAL TONNAGE REQUIRED WITH OUTSIDE AIR: 72,563 CFM 7i~, 563 CFM fi3,068 SQ.FT 1.1506 CFM/SQ.FT 246.8301 SQ.FT/TON 0.0041 TONS/SQ.FT ~~, i.=;:,~.=;:. 54 MBH ;:_=~55. 51 TONS : I I --, :~ I I I I I I I I I I I I I I I I I I I . L *** FULL COMMERCIAL HVAC LOADS PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC*** SEVIER ENGINEERING INC. SAN DIEGO, CA 92108 CALLAWAY GOLF/MANUFACT 1-14-92 PAGE 3 ************************* BUILDING ENVELOPE REPORT************************~ ENVELOPE REPORT USING WINTER LI-FACTORS: MATERIAL GROSS GLASS NET -u-AREA X AVERAGE TYPES AREA AREA AREA FACTOR UFACTOR UFACTOR ------------------------------------------------------------------- ROOF 1 78255.6 960.0 77295.6 0.048 3710. 190 0.048 WALL 1 19755.0 o.o 19755.0 0.662 13077.810 0.662 GLASS ~ ~ 960.0 N/A 960.0 1.200 1152.000 1.200 ------------------------------------------------ TOTALS 98010.6 N/A 17940.000 o. 183 WALL WALL GLASS WALL NET W.AVG GLASS AVG GLASS AVG DIRECTION AREA AREA AREA U-FAC LI-FACTOR SHD.COEFF ----------·-.---------------------·-------~--------------------------- 1\1 o.o o.o o.o 0.000 0.000 0.000 NE o:o Q.O o.o 0.000 0.000 0.000 E 5985.0 o.o 5985.0 0.662 0.000 0.000 SE o.o ~o o.o 0.000 0.000 0.000 ~ ~ 8340.0 o.o 8340.0 0.662 0.000 0.000 SW o.o o.o 0.0 0.000 0.000 0.000 w 5430.0 o.o 5430.0 0.862 0.000 0.000 NW o.o o.o o.o 0.000 0.000 0.000 ----------------------------------------------------------------------TOTALS 19755.0 o.o 19755.0 0.662 0.000 0.000 ~ ~ ,. . - I I I I. I I I I ,( *** FULL COMMERCIAL HVAC LOADS PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC*** SEVIER ENGINEERING INC. SAN DIEGO, CA 9f~H>8 CALLAWAY GOLF/MANUFACT 1-14-92 PAGE 2 ********************* GENERAL PROJECT DATA (CONTINUED> ********************* BUILDING DEFAULT VALUES: CALCULATIONS. PERFORMED: LIGHTING REQUIREMENTS: EQUIPMENT REQUIREMENTS: PEOPLE SENSIBLE LOAD MULTIPLIER: PEOPLE LATENT LOAD MULTIPLIER: PEOPLE OCCUPANCY BASIS: ZONE SENSIBLE SAFETY FACTOR: ZONE LATENT SAFETY FACTOR: ZON~ HEATING SAFETY FACTOR: PEOPLE DIV~RSITY FACTOR: LIGHTING PROFILE NUMBER: EQUIPMENT PRO~ILE NUMBER: PEOPLE PROFILE NUMBER: BUILDING DEFAULT CLG. HEIGHT: BUILDING DEFAULT WALL HEIGHT: BOTH HEATING AND COOLING LOADS 2.00 WATTS PER SQUARE FOOT 0.00 WATTS PER SQUARE FOOT 345 BTUHS PER PERSON 695 BTUHS PER PERSON 1 PERSON PER 205 SQ.FT 5'1- 5'1- 1001,. 0 0 0 30.00 FEET 30.00 FEET I INTERNAL OPERATING LOAD PROFILES (C=100): I I I I I I REF l'JO. 1. ~- 3. 4. ~- 6. 7. 8. 9. 10. ALL HR HR 1 2 0 0 (> 0 0 0 0 0 0 (> 0 0 0 0 0 (> 0 0 0 Q DESIGN HR HR HR HR HR HR HR HR 3 4 5 E, 7 a 9 10 0 0 0 C C C C C 0 0 0 C C C C C 0 0 0 C C C C C (l 0 0 C C C C C 0 0 0 C C C C C 0 0 0 C C C C C 0 0 0 C C C C C 0 0 0 C C C C C 0 0 0 C 0 C C t 0 0 0 C C C C C DATA TAKEN FROM THE 1989 HR HR HR HR HR HR HR HR HR HR HR HR HR HR 11 12 13 14 15 16 17 18 1 '3 20 21 ;:=.:c~ 23 24 C C C C C C C C C C C C 0 0 C C C C C C C C C C C C (l 0 C C C C C C C C C C C C 0 0 C C c· C C C C C C C C C (l 0 C C C C C C C C C C C C 0 0 C C C C C C C C C C C C 0 0 C C C C C C C C C C C C 0 0 C C C C C C C C C C C C 0 0 C C C C C C C C C C C C 0 0 C C C C C C C C C C C C 0 0 ASHRAE HANDBOOK OF FUNDAMENTALS - - :I I I I SEVIER ENGINEERING CONSULTING MECHANICAL SAN D.IEGd, CA INC. ENGRS 92108 FULL COMMERCIAL HVAC LOADS PROGRAM PROJECT: CALLAWAY GOLF/MANUFACT CLIENT: DATE: DES I GNEI:~: := 1--14-92 ;, SMITH CONSULT.ARCH~ I BUILDING MASTER DATA AND DESIGN PARAMETERS: I I I I I I I I I I I I I I DESIGN OUTDOOR OUTDOOR INDOOR MONTH DRY BULB t,JET BULB REL.HUM MAY 80 66 45,Y. JUNE a·-· ,:;:. 67 45'1- :JULY 87 ~~ 67 50'1- AUGUST a·~ ~ 67 55'1- SEPTEMBER 81 66 551- OCTOBER 79 55 50'1- WINTER 38 0 50,Y. ROOF ASHRAE ROOF ROOF SUSP TYPE ROOF # :I.. c:;-;J WALL ASHf~(~E TYPE GROUP 1. G GLASS SUMMER NO. U--FAC. 1. 0.900 2. 0.800 U-.FAC 0.048 WALL U-FAC (I. 662. WINTER LJ.,..FAC. 0.930 1. i~OO COLOR DARK WALL COLOR LIGHT GLASS SHD.COEF 0.250 0.760 GENERAL PROJECT INFORMATION: PROJECT FILE NAME: PROJECT LOCATION: BAROMETRIC PRESSURE: ALTITUDE: NO_RTH LATITUDE: MEAN DAILY TEMPERATURE RANGE: ATMOSPHERIC CLEARNESS FACTOR: GROUND REFLECTANtE: CLG. NO INTERIOR. SHADING NO NO BT ART I NG TI ME FOR HV(-)C LOAD CALCULATIONS: ENDING TIME FOR HVAC LOAD CALCULATIONS: FLOOR HEAT LOSS COEFFICIENT: NUMBER OF UNIQUE ZONES IN THIS PROJECT: INDOOR Gf.;:1~INS IN/OUTDOOR DRY BULB DIFF. CORRECTION 75 15. 15 -7 75 16.96 --5 7·~ ~., 13.05 -2 72 9. 15 -1 72 7.34 -3 75 5. i.;:6 -8 70 0.00 INTERIOR ROOM GLASS GLASS SHD.COEF CONST 0.000 MEDIUM 0.000 MEDIUM C:26'3'3JF CARLSBAD CA. c~9. 873 IN. HG •V+ FEET ~33 DEGREES 10 DEG.F 1. 05 i::'.0 PERCENT 6 1~M 10 PM 1. 15 BTUH/FT-F 1 WIDTH HEIGHT 1. 00 1. 00 1. 00 1. 00 I I I I I TRADELINE Models c:onilnued 0674 SUBBASE Q674 switching sub~se, provided ryrten:a and ·· !&.n switching as listed. TRADELINE FEATURE: • TRADELINE package with cross rd'eren~ ybeJ and spec:w instruction sheet. • Q674A-E,G ue sUnda.rd models. 0674F,J,L &re he.at pump models. 0674 A 8 C D E F G J l ( HEM FAN He,it ·Auto-Cool Auto-On Hut-Off-Cool Auto-On Off-Auto Auto-On .None None Off-Heat-Auto-Cool Auto-On Em. Ht.-Off-Heat-Auto-Cool Auto-On Off-Auto None Em. Ht.-Auto-Otf Auto-On Em. Ht.·Heat~Oti-Cool Auto-On I STANDARD MODELS------------------- ~I I I I I I I I I I 'I ·1 TB74 THERMOSTATS MODELS: See Table 1. ELECTRICAL RATING: 24 to 30 Vae. SWITCHING: Coiled bimetal elements operate mercury switches. TEMPERATURE ADJUSTMENT: Heating and cooling setting levers, with separated se.ales lcxated on top of thermostat ~se. Common lever for he.ting and cooling on T874R, 1 cooling lever on Ta74E, and l heating lever on T874F. ----i,! 11'2.tJ------1 f ! (t SI L A•---+--''-1 ; • SO 6070 80 '""'"'-···-·,.61 ... ~--- FIG. 1-0IMENSIONS OF T874 THERMOSTAT MOUNTED ON 0674 SUBBASE. 3 TEMPERATURE SCALE RANGE: 42 F to 88 F {6 C to 31 CJ, standard; optional ranges ·available. THERMOMETER RANGE: 42 F to 88 F [6 C to 31 CJ. CHANGEOVER DIFFERENTIAL: 3 F [ l. 7 C] minimum between heating and cooling {5 F [2.8 C] on T874W). Levers may be set apart for greater separation. INTERSTAGE DIFFERENTIAL: Standard Models-mechanical differential ·u l F [0.6 C) between heati"lg or cooling stages; oper- ~ting differential is approximately 1.9 F (l C] between stages in'heating or cooling. S~ial Models-See Table l. FINISH: Beige. MOUNTING MEANS: T874 Thermostat mounts on Q674 Subbase. Subbase mounts horizontally on w-dl er outlet box. Mounts on vertical outlet box with optional 193121A Adapter Plate Assembly. OPTlONAL SPECIFICATIONS (T874 only): 1. Temperature Sca1e Ranges: 40 F to 75 F [ 4 C to 24 C] heating and 75 F to 90 F [24 C to 32 CJ cooling with stop; 44 F to 68 F (7 C to 20 C] heating, 80 F to 89 F [27 (: to 30 CJ cooling;6 C to 29 C [43 F to 85 F] Celsius scale; 38 F to 72 F [3 C to 22 C] and 78 F to 90 F [26 C to 32 C] cooling with stop. 2. Nonadjustable factory added stop. Limits heating set point to 72 F ( 22 CJ maximum, cooling set point to 78 F [26 C] minimum. 3. Customer personalization . 4. Locking cover and locking lever (see Accessories). 5. Thermostat cover less thermometer. 6. Adjustable locking temperature stops. 7. Voltage heat anticipation-first or second stage heat or both (Table l ). 8. Fast cycling on heating stage(s) for electric heat applications. 9. C81 SA outdoor thermistor. ACCESSORIES: 1. Locking cover and locking lever as:sembly-Part No. 194559R with thermometer, l 94559S without thermometer. Includes cover, screws, and Allen wrench for locking cover, plus two 195057 A self-tapping, in- ru.Lited ,crews. These screws must be used to insure· proper' operation. 60-2485-1 I I I I I I I I I -I 'I I I I I O.D. 'I.D. TOTAL D.B. W.B. CAP. 59 15.4 85 63 16.8 67 18.3 71 19.6 59 15.3 90 63 ·16.7 67 18.1 71 19.6 59 15.3 9/i 63 16.6 67 18.0 71 19 4 59 is., 100 63 16.4 67 17.7 · 71 19.1 59 14.9 105 63 16.1 67 17.4 . 71 18.7 ·59 '141.-4 115 63 15.6 67 16.6 71 18.1 \-·erformance · Data Cooling YCC01BF---A AT 600 CFM f· (CAPACITIES ARE NET IN BTUt-1/1000-INDOOR FAN HEAT DEDUCTED)• SENS. CAP. AT ENTERING o.e. TEMP. COMPR. APP.DEW CORRECTION FACTORS· OTHER AIRFLOWS n 74 76 78 80 KW PT. 12.0 13.0 13.9 1,1.9 15.7· 1.35 44.8 (mulliply or add as indicated) 10.2 11 .1 12.1 13.1 14 1 1.39 48.4 AIRFLOW 525 675 8.1 9.1 10.1 11.0 12.0 1.42 52.4 TOTAL CAP. X0.98 Xl.Ci2 6.0 7.0 8.0 9.0 9.9 1.46_ 56.4 SENS.CAP. X0.94 X1.06 12.0 12.9 13.9 1"4.9 15.6" 1.42 4~.8 COMPR.KW X0.99 X1.01 10.1 1·1 .1 12.1 13.1 141 0 1.45 48.5 A.0.P. •1.6 -I 1.2 8.1 9.1 10.0 11.0 12.0 1.419 52.5 60 6.9 7.9 6.9 9 9 1.53 56.5 VALUES AT ARI RATING CONDITIONS 12.0 12.9 13.9 14.9 156" l.48 44,9 10. 1 ,,.,, 12.1 13.0 141 0 1.52 418.6 TOTAL NET CAPACITY = ,eooo BTUH 6.0 9,0 10.0 11.0 11 .9 1.56 52.6 AIRFLCM' = 600 CFM 5.9 6.9 7..9 6.8 96. 1.60.' 56.7 APP. DEW PT.= 52.6-DEG. F 11.9 12.8 13.8 14.8 15 . .i· 1.56 45.1 COMPRESSOR POWER ~ 1560 WATTS 10,0 1 ,.o 12.0 12.9 13.9 1.60 48.9· I.D, FAN POWER = 190 WATTS 7.9 8.9 9.9 10.8 11.6 1.64 52.9 ·0.0. FAN PCM'ER = 250 WATTS 5.8 6,8 7.7 8.7 0-1 68 57.0 S.E.E.R. ~ 9.70 BTUH/WATT __ , • Dry coil condition (Iola! capacity= sensible capacity). 11.8 12.7 13.7 14.7 15.2· 1.64 45.3 Total capacity .comp. kw and app. dew pt. are valid only for 9.9 10.9 ,1.8 12 6 13.6 1.68 49.1 all temperalures in degrees F. 7.8 8.8 9.8 10.7 11.i 1.72 S3.2 5.7 6.6 7.6 8.6 9.6 1.76 57.3 11.6 12.6 13.5 141.-5" 14,9" 1.81 45.8 9.7 10.7 11.6 12.6 13,6 1.841 49.6 7.6 B:6 9.5 10.5 11:5 1.68 53.7 5.4 6.4 7.4 8.-4 9.3 1.92 57.9 •To get gross capacity-add indoor blower wans X 3.412 to net capacity. YCC024F---A AT 800 CFM (CAPACITIES ARE NET IN BTUH/1000-INDOOR FAN HEAT DEDUCTED)• 0.0. 1.0. TOT~L SENS. CAP. AT ENTERING o.e. TEMP. COMPR. APP.DEW O.B. W.B. CAP. 72 74 76 78 80 KW PT. CORRECTION FACiORS • OTHER AIRFLOWS 59 21.2 17.7 19.2 20.6 21.6" 22 2· 1..79 47.f (multiply or add as indica1ed) 85 63 23.0 1.C.9 163 17.6 19.3 20i ,.84 S0.9 AIRFLOVv 700 900 67 24.8 11.7 13.2 1.Q.7 16.1 1i.6 1.89 55.0 TOTAL CAP. X0.98 x1.02 71 26.7 85 10 0 11 .5 12.9 ,~.t. 1.94 59.2 SENS.CAP. X0.9.c X1.06 59 20.9 17.6 19.0 20.5 21.3" 21:s· 1.87 47.3 COMPR.KW X0.99 X1.01 90 63 22:6 1<1.7 16.2 17.7 19.1 20.6 1.92 51.1 A.D.P. -1 .41 .. 1 .1 67 24.4 ,1.6 13.0 14.5 16.0 n.: 1.97 55.3 71 26.3 B.41 9.8 i 1.3 i2.8 .1~ 2 2.03 59.5 VALUES AT ,i,RI RATING CONDITIONS 59 20.6 17.41 1e 9 20.4 21.1· 21.6' ,.96 47.5 95 63. 22.3 U.6 16.0 17.5 19.0 20-~ 2.01 5141 TOTAL NET CAPACITY = 24000 BTUH 67 241.0 11 .4 12.9 14.3 15.8 17 3 2.06 55.5 AIRFL0\'11 = 800 CFM 71 25.B-6.2 9.7 ,,,_, 12.6. 14 1 2.11 59.7 APP .. DEW PT. -55.5 DEG. F 59 20 1 17.2 16.7 20.,· 20.7" 2,:2· 2.07 47.8 COMPRESSOR POWER ~ 2060 WATTS 100 . 63 21.7 14.3 15.8 17.3 16.8 20.2 2.1 i 51.7 I.D. FAN POV\'ER ~ 280 WATTS 67 23.4· 11.2 12 6 1<1. 1 15.6 17 1 2.16 55.9 0.0. FAN PO\'IIER ~ 250 WATTS 71 25.2 7.9 9.4 10.9 12.4 13 8 2.21 601 S.E.E.R. -, 9.70 BTUH/WATT 59 19.6 1i.O 18.5 19.7" 203" 20 s· 2.,1 -46.2· • ·Dry coil condrt,on (to1a1 capacity .. sensible capaci!y). Total capacity.comp. kw and app. dew pt. are vahd only for 105 63 21.2 14.1 15.6 17.-1 18.5 20 0 2.22 52.0 all temperatures in degrees F. 67 22.8 10.9 12.4 139 15 . .Q 16 8 .2.26 56.2 1, 2A 5 7.7 92 ,o.7 12.1 136 2.31 60.5 59 18.6 16.6 16.0 1s.o· 19.4' 10 Q• 2.39 418.8 115 63 2(11 13.7 15 1 16.6 18. 1 19 6-2 . .C2 52.7 67 21.6 10.5 12.0 13.4 141.9 16 4 2.<16 56.9 71 23.2 7.2 8.7 . ,0.2 11.7 13 1 2.50. 61.2 •To get gross capacity-add indoor b1Dll¥er watts X 3.412 to net capacity. TEMPERATURE RISE °F -80% S.S. Efficiency 300 -500 CFMJTon YCCOl8"l U TONS Ytco2•·L 2.0 TONS YCC03o• l 2.5 TONS YCCD36•L 3.0 TONS 500 CFM NDM 100 CfM fiOM 1000 CFM NOM 1200 CFM NOM CfM HlG -INPUl HlG-INPUl HlG-INPUl HTG-INPUl 40000 48000 .-0000 48000 40000 48000 40000 -48000 450 66.0 790 ------~ 71.0 ' ------550 !',90 650 ----600 ~.O 59.0 490 !',90 ..... ---650 490 !',50 460 55.0 ----700 -..60 !',1.0 .,.o 5·1:0 --7!,0 .-2.0 47.0 400 47.D 400 .,.o --BOD 40.0 37 0 44.0 37.0 44 0 --8~0 -350 42D 35 0 47.0 900 --330 400 330 400 330' -400 ~~o --310 37 0 310 37 0 31 0 37 0 I I ·1 I -1 ·-1 ~1 I ·1 I ·1 .I ·.1 I I ~1 I 14 r: erformance Data Evaporator Fan Performance YCC018 AIRFLOW HIGH SPEED LOW SPEED• CFM• PRESS. PWR. BHP PRtSS PWR. IN.WG WATTS IN WG. WATTS ,11150 0.77 220 0.18 0 67 168 ,11175 0.75 22• 0.18 0.65 172 soo 0.74 227 0 18 063 ,n, 525 0 72 231 0 18 061 179 55Q 0.7 234 OH! 0!>8 182 575 0.69 238 0.19 0 55· 18(:i 600 0.67 2.C2 , 0 19 ) 053 ,so 625 0.66 247 0.26 o.cs 194 650 0.64 252 0:20 046 198 675 0.62 256 0.20 0.C2 202 700 0.6 261 0.21 0.38 206 725 0.59 266 0.2, 0.33 211 750, 0.57 270 0.22 026 216 ------------------------ , FACTORY SETTING AT LOW SPEED • WET COIL, NO FILTER. NO HEATER SEE PRESSURE DROP TABLES FOR INSTALLED ELECTRIC HEATER. Evaporator Fan Performance YCC024 HIGH SPEED• LOW SPEED AIRFLOW PRESS PWR CFM> BHP PRESS PWR. IN W.G WATTS IN WG WATTS 600 0:67 242 0 19 053 190 625 0.66 247 0.20 049 19<1 650 0.64 252 0.:20 046 198 675 062 256 0.20 6.:2 202 700 Q6 261 0.21 038 206 725 0.!>9 266 0.21 033 211 750 0.57 270 0.22 0_26 216 775 0.55 275 022 -- 800 0.53 280 ( 0.22.,. -- 825 0.51 285 0.23 -- 850 049 290 0.23 -- 875 048 295 0.24 -- 900• 0.46 301 0 24 -- 925 044 306 0.24 -- 950 0.-41 312 0.25 -- 97_5 0.39 317 0.25. -- 1000 o.:p 323 026 -- , FACTORY S[TTING Ai HI SPEED • WATER BLOW-OFF LIMli 1 W[T COIL, NO FILTER. NO HEATER. SEE PRESSURE DROP 1ABLES FdR INS1ALLED ELECTRIC HEATER . . ,,., BHP 0 13 p 1'1 0.14 01'1 0 1!> Q.15 0 15 0.16 0.16 0.16 0 16 017 0.17 ---- From Dwg. 21A73014S Rev. 0 BHP 0.15 0.16 0.16 0 16 0 16 0 17 0.17 - -- - - ---- fromDwg. 21A730239 Rev. 0 I I I I I I I ~:-£RANE'~ Gi/7 . . Packaged Gas/Electric Rooftop Units (:. YC-D-7 March 1991 3 Th.rough 20 .Tons ... ~ .. -... ,~<(ff,r~".$"" ,-,:.~-----.. _ .. ::..~~ -- .. ' • , ........ 1-.:J •• • .. .,,.,.:.,_· .. ..; ?{i[~?ft;-; ·::-·~~~ 7 ····::·:~~~-- ··.-;7-' ·,~. .., ...... .-_ .... ~ ' TRANE'" T ·1 11 11 :1 ;I I I .I =1 -I -:I .. ·1 I .I :I ~1 ·1 ... : .. · Product Type Model Number Description . . . NEW MODEL NOMENCLATURE --PACKAGED UNITS ~ -<------. "--·-.. ---- Y CD O 9 0 A 3 LO A A T 11.~;c, o;,;, YC = Packaged Gas/Electric Airflow Configuration D = Downflow H = Horizontal Nominal Gross Cooling Capacity (MBH) 036 = 3Tons 048=4 Tons 060= 5 Tons 075= 6¼ Tons 090=7½Tons 102 = 8½ Tons 120= 10Tons 150= 12½Tons 180=15Tons 210 = 17½ Tons ·240 = 20 Tons Major Development Sequence 8 Minor Design Sequence Factory-Installed Options Examples: 0 = No factory installed options A = Downflow Economizer B = Oversize Motor C = Oownflow Economizer with Oversize Motor D = Installed Tim-E E = Oownflow Economizer withTim-E F = Micro with TCI (8½-20) G = Micro, Downflow Economizer with TCI (8½-20) Secondary Capacity L = Low Heat H = High Heat, Electrical Characteristics 1 = 208-230/60/1 3 = 208-230/60/3 4 = 460/60/3 W= 575/60/3 I I I ·I :I I .I -1 I I 'I I I .1 ~1 I Table 10-1 Generai Data General Data 5 Ton D°"""'low and Horizornal 6'-4 Ton Oownflowand Horizontal 71/, Ton OolNnllCM< and Horizontal Single Compressor Dual Comp< essor vc.oso.ri.1 YC•OGM3.A4 YC•060AW YC•075A3. AA. AW YC,~. AA. AW YC,09063. Bil. BW Cooling Perfe>rmance' Gross Coolinp Capacity 63,600 EER/SEER' 8.45 '9.00 ARI lndvor A1111c,,,, .. (CFM) 2.000 ARI Net Cooling CapaClf)' 61.000 lntl!9r111ed Pan Load Value•0 S1'Slem KW 7.20 Heeting p.,rformance• Heatin1, Models Low High Heating lnpi.n (Btuh) 90.000 135.000 2nd Stage Units Only Heating Output (Btuh) 71.!)00 102.000' 2nd Sta~ Units Only AFUE%' 80 7611 No. Burners 1 No.Stapes 1 Gas Connection Prpe Size (in.) 112 Compress0< No./Type l /Clima1uff'"' ARI Sound Rating (BELS) 8.8 OL11dDC>r Coil • Type Plate Fin Tube Size (in I OD .375 race Area .(SQ ft) 10.n Rows/FPI 2. 16 Indoor Coil • i yp,e Pl,ie Fin Tube S12e (in.) .375 Face ·Area (SQ fl) 633 Rows/FPI 2,15 Refrigerant Control Capillary Tube Drain Connection No./Srze (in.) 113 4 PVC OLtldoor Fan· iyp€ Propeller No. Used/Diameter (,n.) 1 24 Duve Type/No Speeds Direct '1 CFM> 4,500 No Motors, HP 11.50 Motor RPM 1,075 l,;door Fan, iype FC Cemrrfugal No Used/D,ame1er (in.) 1/12 X 9 Drive Type,No. Speeds Direct ·2 No. Motors 1 Motor HP (Standard/Oversrzed) .60 75 Motor RPM (:51andard:C).-e<S1Zed) 850. 1040 Motor Frame Sue (Standard Oversized) 48 48 Fillers· Type Throwaway Furnished Downllow Yes Hor110n1al No (No) S12e Recommended (2)20X 25 X 1 Refrigerant Ch&r9<> (Lbs of R-22Y-80 ·lndlcau.-s bolh h<ll'&Zontitl •nd d..,wnl'°"" modt!~ NOTES 62.600 62.600 8.55/9.00 8.55/9.00 2.000 2.000 60.000 60.000 7.00 7.00 Low High Low High 90,000 135.000 90.000 135,000 71.000 102.000' 71.000 1'02.000' 80 76" 8b 76" 1 1 1 1 1/2 1/2 1 /Climatuff"' 1 /Climatuff'" 8.8 8.8 Plate Fin Pl•te Fin .375 .375 8.17 8J7 2/16 2116 Plate Fin Pla1e·Fin .375 .375 6.33 6.33 2115 2,-15 Capillary Tube Capillary Tube 1/3/4P\IC 1/ 314 PVC Propeller Propeller 1/24 1/24 Oirec:111 Direct. 1 4.CXXl 4,000 1/.40 '1/40 1,075 1.075 FC Cemrifugal FC Centrifugal 1/12 X 9 1112 X 9 Oirec:t.'2 Oirecv2 1 1 .60 .75 .60,.75 850/1040 850 1040 48/48 48/48 Throwaway Throwaway Yes Yes No No (2)20X25 X 1 (2)20X 25 X 1 6.9 69 75.000 90.000 90.000 8.30/-8.551' 8.50/' 2,500 3.000 3,000 72.000' 86,000' 86.000' 8.7 8.70' 10.36' 10.36" Low High Low High Low High 120.000 150.000 120,000 150.000 120.000 150,000 205.000 205,000 205.000 97.000 120,000 97,000 120.000 97,000 120.000 163,000 163.000 163.000 78 77 78 77 78 77 1 1 2 2 2 1/2 1/2 1/2 1 /Climat uff .,; 1/Trane H 2/Climatulf"' 8.8 8.8 8.8 Plate Fin Plate Fin Plate Fin .375 .375 .375 10.69 12.06 12.06 2/16 2/16 2/16 Plate Fin Plate Fin PIile Fm .375 .375 .375 7.00 7.88 7.88 2 15 2 15 2/1::, Capillary Tube Capillary Tube Cap,llary Tube 1, 3/4 PVC 113. 4 PVC 1, 3/4 PVC Propeller Propdler Propeller 1 ;24 1/24 1/24 Direc:t/1 Orreci/1 Direct 1 5.CXXl 5.400 5.400 1I.W 1/.50 1/.50 1,075 1.075 1.075 FC Cemrrfugal FC Centnfugal FC Centrifugal 1 /12 X 9 1 /12 X 9 1, 12 X 9 Bell/Var. Pnch Bel!Na1. Pnch Belt/Var. Pnch 1 1 1 .75/1.0 1.0,2.0 1.0/2.0 1725.'1725 1725.'1725 172511725 56/56 56/56 56/56 lhrowdway Throwaway Throwaway Yes Yes Yes Yes Yes Yes (3)16X25X1 (3) 16 X 25 X 1 (3) 16 X 25 X 1 8.6 9.7 5.4/Cucurt 1.At 95 ambtf-nt. 8~ F enlL'ftng O')' bulb. 67 f eNenng ~ b.11b an..t no1TMn.al dm •ec1 ARI ,aunw ~hh 15 lhc ~·•~ as nom,n.11 din for lhts prodlJCI ..,,05S c;.apacrly dort5. noc. mcJuck: the etitte1 of fan mu1or 11t=al Cfm ope,ra11ng ,.,~ ! 20 o( nornn\ifl cfrn Ra1lJld m acco,~nce wnl, ARI S1a~1d 210. 240 2 Ralt,d m a.cc;orewtoce wnh DOE 1,es;, proced~• 3.Roied on •c<:ordance wuh AHi St•n<l.~d 2?0 4.L1m11 Mn•~ •rid ••111ig da1a Wltle es&abklad •nif tlPQt'""9\f undt."I' labot.,ory '*51 cond,lrons IJ5.tf\l A.,,er,can NllltOrliillSt•ndafds lns:1r1U1e 5liH'ICL.Yd ANSlZ2l 47. Rai~ shown ~e for e!ev•1,ons up 10 2._CXXl 1..,. fo< -...... ,. allowe 2.000 """· ra11,v.; Should be 1e.lu<:e<f"' tho!••• '114''-lor NCh UXX) '---level S.S10nda1d Otr•O'y a,,I OUl<k>Of ' 6 Appro:a.1ma1e value For noe. P'ec:ae --Sue, ,ee unrt rwtn'IIC)la,e and a,ervi. e ..,,"'-,~ 7.Rltduct-CAPK"Y l~ 1,..00 81uh on tiorvoraat, haph hum ,nc1d1:-ts 8 Red~cc sys,em Kw bf 009 Kw on ho<&lo<HI. l"llh"""' .,..i.,1, 9 YCH model> h R 8 3 10 IPL\/ -lnltt9ri11Lod P,.r, La.cl' \la~ t$~uoARI Sl•rld.tr,t "110 240 U1lfU, /llft! ,_..udtl 80 Arnl,ttmt ,md'8V 67'ai ARI tal~lcl,t) 11. YCU h,gh "'"' 1nwe1, Al U( 77 ,o \ i I 1• I I I I I •• I I -1 -.I I I I 1• ~1 Table 21-1 CFM l.1rflow \eoo 2000 2200 2400 Enter. Ory Bulb (f) 75 80 es !Kl 75 80 es 90 75 BO es 90 75 80 85 Performance Data Gross Cooling Capacities (MBh) 5 Ton Single Phase YC•060A 1 85 95 Eme<ing W.i Bulb (F) 61 67 73 61 67 73 61 MSh SHC MBh SHC MBh SHC MBh SHC MBh SHC MBh SHC MBh SHC MBh 56 e o\7.0 64.9 35.2 664 234 !>SA •5.s 62.3 33,9 66.5 22:; so., 42.8 !>S.& 56.6 562 64.9 414.6 664 :03.2 554 53.8 62.3 43.S 66.S 32.2 50.7 49.9 56.5 566 SB.S S.0.9 541 684 414,ol S6.6 S6.6 _62.3 63.2 66.5 413.5 53.4 53.• 58.5 60.7 60.7 64.9 62.5 664 51.1 59.S SS.5 62.3 607 66.5 S04 56.B 568 se.s 60.0 49.S 66.2 37.0 6S.B 24.6 56.5 417.9 636 35.6 67.9 23.S 51.7 •5.1 69.7 -60.0 S!!.2 66.2 46.9 69.B 350 56.6 56.6 63.6 415.B 67.9 34.0 52,5 52.5 59.7 61.S 61.5 66.2 57.0 69.8 467-S9.6 69.6 63.6 E,6,0 67.9 <15.B 56.2 56.2 59.7 63.B 638 66.2 65.S 69.B 53.B 62.6 62.6 63.9 63.9 67.9 63.1 59.B 69.8 60.7 60.6 Sl.9 66.9 36.9 705 25.6 57.l S0.3 64.2 37.4 68.6 24.7 52.2 417.3 60.3 62.1 62.1 66.9 •9.3 70.S 36.7 59.5 59.5 64.2 48.1 66:6 35.7 55:1 651 60.3 64.6 64.6 66.9 59.8 705 419.0 626 62.6 64.2 SB.B 68.6 <&S.1 59.0 59.0 60.3 67.0 67.0 691 691 70.5 sos 65.7 65.7 67.1 67.1 6S.5 55.6 52.6 62.B 63.7 61.2 53.9 67.S 404 71.2 266 67.7 52.2 6.\.9 36.B 69.3 2!>.6 52.EI .is., 60.9 64.S 64.5 67.S 51.2 71.2 38.1 61.7 61.7 6.\.9 49.9 69.3 37.1 57.2 57.2 60.S 671 67.1 6i.5 62.1 71.2 so.s 65.0 65.0 64.9 61.1 62.3 so.o 61.2 61.2 60.9 105 67 SHC 31.8 4:1.9 51.9 57.6 33.5 4':.1 54.6 60.7 35.2 46.3 574 63.7 36.S 461 59.5 90 69 6 59.6 70.5 705 71.2 SS.7 6E.2 65.2 66.B 65.8 69.3 57.9 65.2 65.2 6_58 658 •1nct1ca1es-b01h downflow and horixon11I models. NOTES: 1. All capacities shown are gross and have'not considered 1nd00r fan hHt. To obtain net c00hng subtrae1 indoor fan heat. 2 MBh :·To,al Gross Capacity 3. SHC • Sensible Heat Cap•city MBh 63.7 63.7 63.7 63.7 65.0 65.0 65.0 65.0 65.6 65.6 65.6 65.6 66.3 66.3 66.3 66.3 Table 21-2 Gross Cooling Capacities (MBh) 5 Ton Three Phase YC•060A3,A4,AW CFM Airflow 1800 2000 220::, 2400 Enter. Ory SI u~ (Fl 75 BO BS 9{) 75 BO es 90 7S 80 es 90 75 80 es 90 11/lBh 57.7 577 57.7 5S.B 569 56.9 6cl6 62.9 5:!.S 61.2 63.7 £>61 601 63.6 661 686 85 61 67 S'"IC M9h SHC 46.3 63.9 3-G.8 554 63.9 441 57.6 63.9 535 59.B 63.9 51.8 48.B 65.2 36-6 5E.3 65.2 -464 60.6 65.2 !>6.3 62.9 65.2 651 S1.2 65.B 36.'I 61.2 65.B 48.7 63.7 65.8 591 661 66.3 683 53.2 66.S 39.9 636 665 506 66.1 66.S 61:4 68.6 697 697 •1nd1c11es bo1h downflow and horizontal model,,' NOTES. 73. MBh SHC 68.0 233 66.0 33.1 6E.O 414.3 68.0 51.0 69.'I 24 S 69'1 ~.e 69.4 466 69'1 537 70.0 25.6 700 36.6 700 48.9 70.0 564 70.7 26.B 707 380 70.7 508 70.7 58.5 Arnbien: Temperature (F) 95 Emering Wr. Bulb (f) 61 67 73 61 11/lBr, SHC M9h SHC IIIIBh SHC MS~ SHC MBh b-1.1 41<.7 61.3 33.5 6£.2 22.3 49.6 .1120 57.8 b-1.1 52.B 61.3 43.0 66.2 32.3 '196 'IB.0 57.B 55.6 55.6 61.3 52.6 66.2 '135 524 62'1 57.8 58'1 58"1 61.3 s::,.o 66.2 S0.4 558 SS.8 57.B SS.2 47.0 626 35.2 67.5 23.5 506 44.3 5e.9 55.6 SS.6 626 415.2 67.5 340 5i.S Sl.5 se.9 SB.5 SE.S 62.6 55'1 67.5 415.B 55.2 55.2 669 614 61.4 63.2 63.2 67.5 53.0 SE:.7 SB7 60.1 55.B 494 63.2 37.0 68.2 24.7 ·51.1 46.S '59.S 58.4 684 63.2 47.S 6!,2 357 54.1 S-:.1 59.5 61 'I SU 63.2 581 68.2 481 57:9 57.9 59.S 64 S 64 5 66.3 66.3 68.2· 557 61.7 61.7 63.1 564 61.2 63.8 3B4 68.9 25.6 ,51.6 46.2 601 60.6 60.6 63·8 '19.3 689 37.0 56.2 56.2 601 63.7 63.7 63.B 604 689 <19.9 601 60.1 60.1 67.0 '67.0 680 65.0 68.9 57.e ~-0 64.0 65.5 1. All c1pac:111e!. shown ire grou and ha"'e no1 con,1dered if'\dc,or fan hezn lo obtain net cooling sub1r1ct indoor tan heat 2 MBh • 101•1 G1o>S Cap•c11y 3 SHC :. s~,i!o1Ule Hea1 C1tp11t.1ty 21 105 67 SHC MBh 31.6 63.5 41.S 63.5 51.4 63.5 57.1 63.S 33.2 64.B '13.7 648 54.1 64.B 601 64.B 34 9 655 4&.S ss.& 56.B 6&5 63.1 65.S 36.2 661 476 661 59.0 661 65.S 661 115 73 61 67 73 SHC MBh SHC MBh SHC MBh SHC 21.0 44.7 3E.6 53.S 29.2 59.9 19.4 31.0 414 9 ~-9 53 S 39 3 S9.9 2!!.1 42.0 48.2 48.2 53.S 49.2 S!!.9 39.8 '6.9 51.6 51.6 53.5 53.2 59.9 46.6 22.1 45.6 40.B b-1.S 30.7 61.l 20.5 32.6 47.3 417.3 54.6 •1.3 61.l 30.7 "4.2 50.7 SO? 54.6 51.8 61.1 41.9 51.S 54 . .C 54.4 56.0 S6.0 61.1 <19.1 23.2 461 42:e 55.1 32.2 61.7 21.S 34.3 49.6 •s.6 55.1 4134 61.7 32.2 46'1 63.3 53.3 SS.1 54_3 61.7 44.0 S'l.1 57.1 67.1 66.B SB.B 61.7 51.5 24.1 465 4-<l.5 55.7 334 62.3 ~3 35.6 51.5 51.s 55.7 45.0 62.3 33.4 46.2 SS.3 55.3 664 66.'I 62.3 415.7 661 69.2 59.2 61.1 61.1 62.3 53.S 115 73 61 67 73 SHC 11119h SHC M9h SHC M9h SHC 21.1 414.0 38.3 53.1 2S.1 60.0 19.6 31.C 441.4 444 53.1 39.2 600 29.3 42.1 47.6 47.6 53.1 '191 60.0 40.1 "19.0 51.0 51.0 53.1 531 60.0 '16.9 22.2 41:.S 40.3 S..:.2 306 61.3 206 3;<7 467 46.7 54.2 41.2 61.3 30.9 44.3 50.2 S0.2 !><i.2 51.6 61.3 ,i,__2 51.5 537 53.7 SS.9 559 61.3 "1:'4 23.3 454 '12.3 S-:.8 32.1 61.9 21.6 34.3 491 49.1 s.i:.8 43.3 61.9 32.4 46.S 52.7 527 54.B S..:.2 61.9 4'.3 S..:1 564 56.4 SB7 587 61.9 51.9 24.2 458 414.0 SS.3 334 62.5 224 35.6 50.9 609 SS.3 44 9 62.S 33.7 48.2 54.7 S..:.7 563 563 62.S 46.0 66.2 S86 686 60.9 609 62.5 63 8 --- I I ·I I I -1 I ~I I .I ~I ~1 I Performance Data. r Table 22-1 Gross Cooling Capacities (MBh) 6¼ Ton Three Phase YC•075A3.A4.AW CFM A1rl1ow 2250 2500 2750 3CXXl Enter. Dry B lb u (Fi 75 80 es 90 75 80 85 90 75 80 es 90 75 80 es 90 MBn 6S.7 69 7 69.7 722 71.2 71.2 73.J 760 719 740 769 1sa 72.6 76.a 79.9 62.9 85 51 67 SHC MBh SHC 560 77.1 420 65.9 771 53 2 69.5 77.1 64.5 722 77.1 74 6 58.9 737 442 705 78.7 56.0 73.3 78.7 67.9 760 78.7 785 61.9 794 464 740 79.4 58.8 76.9 79.4 71.3 798 82.4 82.4 64.2 80.2 46.2 76.8 80.2 610 79.9 S0.2 74.1 82.9 838 838 •1nd1cate5 bctl'I downflow •nd horizontal model,. NOTES. 73 MS>, SHC ·MSh 61.4 27.9 655 Bl 4 39.7 65.5 814 53.0 67.2 61.4 61.1 706 83.1 2S4 668 ,63.1 41.6 67,2 83.l 55.B 10.a 83.1 64.3 74.3 63.9 30.9 67.5 83.9 43.9 70.6 83.9 56.6 74.3 83.9 67.6 78.1 84 7 J:Z.O 56.2 8" 7 4S.6 73 3 8".7 60.S 75.5 84.7 70.1 801 Amboent Temp,,<aturo (FJ 95 105 Enu .. ing Wr. Bulb (FJ 61 67 73 61 67 SHC MBh SHC MSr, ShC M3h SHC MSh SHC 5-l.O 73.5 40 l 76.6 26:5 60.2 51.1 688 37.6 63.9 73.5 51.5 766 3B3 60.2 59.S 68.S 49.5 67.2 73.5 63.0 78.6 51 7 63 6 636 68.6 61.J 706 73.S 719 786 5g_9. s1.a 67.8 68.6 68.0 56.9 750 42.2 80:3 27.9 61.4 53.7 70.2 39.6 67.2 75.0 54.2 803 404 626 6:Z.6 70.2 52.1 708 75.0 66.3 80.J 54.4 67.0 67.0 702 64.5 74.3 757 75.7 80.3 63.0 71.3 71,3 71.6 71.6 59.7 75.7 44.3 81.l 29.3 62.1 564 70.9 41.5 70.6 75.7 56.9 81.1 42,. 65.7 65 7 70.9 S4.7 74.J 75.7 69.7 81:1 57.1 703 703 70.9 67.7 7S.1 795 79.5 811 662 74 9 74.9 75,2 75.2 62.0 76.5 460 81.9 30,,. 62.7 58.6 71.6 43 1 73.3 76.5 59.1 81.9 4",0 68.2 66.2 71.6 56.7 75.5 75.5 72.3 81.9 593 71.1 71.1 71.6 70.3 80.1 81.0 81.0 81.9 68.7 76.0 76.0 77.1 77.1 t. A!I capacnies shewn are gross and nave not considered indoor tan h••t. To obt11n r,,11 cooling su!:>tract'indoor tan heat. 2. MSh = Total Gross CapacJty 3. SMC : Sensible neat Capacity MSh 750 75.0 750 75.0 76.5 70.5 76.5 76.5 77.J 77.J 77,3 77.3 78.0 760 76D 78.0 73 cil SHC MSn SHC 24.9 53 B 46.9 36.6 5-l.3 54.J 49.6 5S.3 563 57,8 624 6:1..4 26.2 5-<.9 49.3 38 5 57.1 57.1 ·52.2 61.3 61.J 608 65.7 65 7 27.5 55.5 51 8 405 60.0 600 549 64.4 644 63.9 690 690 2S.5 56.0 538 42.0 62.3 62.3 569 65.5 65.5 66.J 71.6 71.6 Table 22-2 Gross Cooling Capacities (MBh) 7½ Ton Three Phase YC•090A3/83.A4/84,AW/BW 85 CFM Enter Dry B ulb 61 67 73 Airflow !F> MBn s..,c M6n Sl"IC MSn 75 84.0 67.S 92.5 S04 97.7 2700 80 S-..0 807 9:Z.5 63 8 977 85 840 839 92.5. 775 97.7 90 671 87:l 92.5 89.5 97.7 75 858 710 9,4,4 S3.0 99.7 3000 80 85.e 64 9 94.4 67 2 99.7 85 BeJ 85.3 9,4 4 81.6 99.7 90 91 6 91.6 944 94.2 99 7 75 86,6 74.6 954 SS.7 100 7 3300 80 891 891 954 706 1007 85 92.7 92.7 9S4 856 1007 90 96.::? 962 98.9 98.9 1007 75 87.5 77 4 96.3 57.B 101 7 3600 80 92.5 i2.S · 96.3 73.J 101.7 85 950 950 96.3 18 9. 101.7 90 98 2 982 1000 1000 101.7 ·-. ·--- ·1nd1c1te1 ho1h do...,nflow i1nd h0C'11ontat models. NOTES SHC 33.5 47.6 63.7 734 35.3 502 670 77.2 371 52.7 704 81 1 385 S4.7 73.0 84 2 MSh 787 76.7 807 54.8 80.3 80.7 85.D 893 81.1 84.8 89.2 93.7 81.9 880 910 96,8 Amp,em Tempermure (F) 95 105 Entenr,g We, Bulb (F) 61 67 73 61 67 5,;c; MSh SHC MBn SHC MBh SHC MSn SHC 6".9 68.2 48.1 94.7 31.9 7.1.9 61.0 82.3 44.9 76.7 88.2 61.8 94.7 46.l 71.9 71.1 82.3 59.1 80.7 862 756 94 7 62.2 76.0 760 82.3 73.2 8" 8 862 863 94 7 72.1 Bl 0 Bl 0 82.3 81.3 68.3 900 50.6 966 336 7.34 64.2 83.9 47.3 80.7 900 650 966 "8 6 748 74.8 83.9 62.2 es.a 90.0 79.6 966 6S.5 801 BO 1 83.9 77.l 89.3 908 908 966 75 8 65.2 852 856 85.6 71.7 909 53:2 97.S 35.J 741 67.4 648 497 8" 8 90.9 683 97.5 510 78.5 78.5 64.8 654 89.2 90.9 836 97.5 68 7 641 641 648 81.0 93 7 95.3 95 3 97 5 79 6 895 \!9,5 899 89.9 744 91.8 55.2 98S 36.6 74.9 700 85.6 51.6 880 91 8 70.9 985 52.9 81.S 81 5 ,85 6 67 8 91.0 91.8 86.8 98.5 71.• 64 7 64 7 85.6 640 968 97.7 977 98 5 82.7 92.3 92.J 93.J 93.3 1. All c:•pacmes. sho .... n-ue grots 1nd nave not con11der1d indoor fan hei1t. To obtain-n•t cooling subtract indoq_r f•n heat. 2 MBh = Total Groh CaP•t111 ' J SHC -= s,n1,ble Hea1 Capi!Ctly 22 73 61 MBh SHC M9h SHC 90.J 29.9 63.9 55 6 90.J ,.,., 644 644 90.J 598 09.2 69.2 903 69 6 74.1 741 92.2 31.5 65.2 56 6 9:Z.2 464 678 67 a 9:1..2 6:Z.9 7:Z.8 na 9:Z.2 73.3 780 780 93.1 33.1 65.9 61.5 93,1 48.8 71.2 71.2 931 661 76.5 765 931 769 81.9 81.9 94.0 34.3 66.5 63 e 940 506 73.9 73.9 94.0 68.6 784 78.4 94.0 79.9 8S0 85 0 115 67 73 MBh SHC MBn SriC 630 ~5 70.4 229 630 464 704 Joa 4 630 58.l 704 47.0 630 62.9 704 55.0 64.3 36.3 71.6 24.l 64.J 48 9 71.6 36 2 64.J 61.2 71.8 45.5 66.2 66.2 71.6 57.9 64 9 381 72.6 25.J 64.9 51.3 7:Z.6 38.0 s,. 9 64.3 72.6 52.0 69.6 69.6 72.6 608 65.6 39.6 733 26.3 65.6 533 733 32 5 66.7 66.7 73.J 53 9 72.2 72.2 73.3 631 115 67 73 MBh S><C MSh SHC 748 409 84 7 27.6 74 B 55 1 84 7 414 74 B 690 84.7 56.6 74.8 74 7 a.: 7 65.2 76.3 43.1 86.5 2SO 76.3 sao 85.S 43 6 76.3 72.6 86.5 59 6 76 6 78 6 865 69.7 770 45.2 87.3 JO 5 77.0 609 87.3 45,7 77.0 763 87.3 62.5 82.6 82.6 87 3 732 77 8 469 88.2 31.7 77 8 63.2 88.2 475 79.2 79 2 882 64.9 8S.7 85.7 88.2 760 1. I I I I I I I I I I I I I I Performance Data t r \ Table 26-1 Evaporator Fan Performance 3, 4 And 5 Ton YCD036A, YC•048A. vt:::.osoA External Static Pressure (Inches of Water) & Motor Power (Bhp)2 Standard Motor Oversized Motor Unit High Speed Low Speed Tons Model No. CFM ESP BHP ESP BHP ESP BHP 950 .52 .33 .47 .29 1000 .so .33 .44 .29 1.60 .63 1100 .46 .34, .36 .30 1 .12 .64 3 YCD036A-L,H' 1200 .40 :...,3.5-·· .26 .30 .96• @' 1300 .32 .37 .14 .31 .80 .65 1400 .22 .40 .64 .67 1500 .10 .44 .48 .69 1250 .67 .53 .63 .36 1.45 .70 1300 .66 .53 .62 .36 1.42 .70 1400 .65 .53 .57 .37 1.34 .70 1500 .63 .54 .47 .37 1.24 .71 4 YC•04BA-L.H1 3 1600 .60 · ·:ss·_, .35 .38 1. 12-:----Cfi) 1700 .57 .57 .20 .38 1.02 .76 1800 .53 .60 .88 .80 1900 .47 .64 .73 .84 2000 .39 .68 .56 .90 1600 .71 .54 .64 .44 1.33 .85 1700 .66 .55 .60 .48 1.27 .89 1800 .61 .59 .55 .50 1.21 .92 1900 .56 .62 .45 .51 1.12 .96 YC•060A-L3 2000 .53 .64 .32 .52 1.03 .99 2100 .44 .67 .17 .53 .93 1.02 2200 .34 .70 .80 1.03 2300 .26 .72 .67 1.06 5 2400 .16 .75 .52 1.07 i600 .70 .54 .63 .44 1.32 .85 1700 .65 .55 .59 .48 1.26 .89 1800 .59 .59 .53 .50 1.19 .92 1900 .54 .62 .43 .51 1.10 .96 YC•060A-H3 2000 .50 .64 .30 .52 1.00• ..::.99. 2100 .40 .67 .15 .53 .89 1.02 2200 .30 .70 .76 1.03 2300 .21 .72 .62 1.06 2400 . 11 .75 .47 1.07 •indicates both horizontal or downflow models. Fan motor heat (MBh) = 3.15 • Fan Bhp Trane·s factory supplied motors. in commerc:ial equipment. are def mite p..,rpctS,e-motors. specifically designed and tested 10 operate rei1ably and continuously 1.1 all cataloged conditions. Using the full horsepower range of our fan motors as shown in our tabulIr data wdl not result in nuisance tripping or premature motor failure. Our produci·s warranty wi!I not be attecied. NOTES; 1. YC0036A-H and YCD04BA-H Single Spe~ only. Use high speed column. 2. Oat a includes pressure drop due to wet t?il and filters. 3. Filters not includ•d on horizontal 4 and 5 ion moclels. 26 t I I I --1 I I I .I -I I I I Performance Data Table 27-1 Evaporator Fan Performance 6¼ And 7½ Ton YC•075A, YC•090A,B Enernal Static Pressure (Inches of Water} Unil .,o .20 .30 .40 .so .60 .70 .80 .90 ,.oo 1.25 ,.so ions Model No. CFM RPM BHP RPM BHP RPM BHP RPM BHP RPM BHP RPM BHP RPM BHP RPM BHP RPM BHP RPM BHP RPM BHP RPM BHP 6',~ 2000 659 .46 2250 728 .63 YCH075A-H 2500 799 .84 2750 870,.,0 3CXX.> 942 v:2 .200:> 597 .39 YCH075A-L 22!:>0 659 .53 YCD075A-LH 2500 724 .71 2750 788 .93 3000 717 .53 773 .so 824 .67 874 .74 924 .B3 976 .91 1027 .98 1079 1.05 1130 1. 11 - 780 .72 B31 .79 844 .93 891 1 .03 679 .87 924 .95 969 i .03 1013 1.12 1058 1.21 1104 1.30 nso ,.38 1264 1.57 __________ 9_3_6_1_. 1_1 __ ._s_79_1 ._2_.o , 020 1 .29 1050 , .37 11 oo , .46 995 1 .40 1036 1 .49 9111.19 953 1.31 980 ,.so &45 .44 692 .so 738 .55 781 .60 824 .65 865 .71 906 .76 946 .82 986 .871081 .98 704 .60 745 .66 787 .72 828 .78 867 .84 904 .89 942 .95 9781.02 10151.0811041.2211891.36 764 .78 802 .85 839 ,92 877 .99 9141.05 9491.12 9831.1s 10171.2& 1050311331.49 - 825 1.01 861 1 09 895 1.16 9291.23 9631.31 996 1.38 1029 1.45 1060 1.52 -----921 1.36 9531.44 .9831.52 - 2400 771 .71 81B .7B 866 .84 913 .90 957 .96 9991.0110401.0610621.iO 1124 U4 1167 1.1712751.2513B11.31 2700 856 .99 8981.07 9411.13 9B31.2110251.2810~1.3411021.4011391.4611751.51 12131.5613071.6614031.75 YCH090A,B-H 3000 942 1.34 9801.43 1018 1.50 i057 1.68 1095 1.661132 1.74" 1168 1.81 1203 1.88 12361.94 1269 2.01 1352 2.14 1438 2.26 3300 1029 1.761063 1.8610981.95 1133 .l.03 1166 2.11 1203 2.20 YCH090A.B·L YCD090A.B·LH 3600 i 1 1 6 2.27 .2400 698 .59 740 .64 779 .69 8.18 .74 857 .78 895 .83 931 .87 966 .901001 .94 1035 .9711201.0412031.09 2700 775 .82 813 .88 849 .94 883l.OO 9181.04 9631.09 9671.1510201.1910511.24 10831.2811601.3812361.46 3000 854 1. 11 867 1.18 921 1 .24 953 1 .30 983 1.37 1016 1.42 1046 1 .48 1077 1 .53 1107 1 .59 1136·'C64,f207 1 .76 1277 1.87 3300 933 , .46 es3 , .s3~9-s.;-,-.s-,-1 o-2,..4-1."""5-e-1"""0""5.,,.2-1""',7""5-1""o'"'a'"'o"",-.-s"'"2""'1-1"""0 ... 9-1-.a""· 8,.....,..1 .,.., 3""'7,.....,..1 .,._9.,...3 , , ss , .es 1193 2-:00 12s, --- 3600 1012 1 .BB 1040 1 .96 1068 2.04 1096 2.12 0 lndic11es bolh·downflow and horizontal models. 6versiz~d mb1or reQuire-d below bold line. Data includes pr~5,sure d•op due 10 filter, •nd wet coil. F •n mulor h•.a1 IMBh) = 3 15 • hn Bhp. iranf'·s facto•y supplied motors. in commercial eQuipment. •rt-def,nite purpo5t motors. spectt,cally deSig11ed ano tested to operatt rehably and continuously at aH cataloged conditions. Using th~ full horsepower range-oi-our f1'n motors as sho-,.•n m our tabular data will not rtiuh in nuisance tripping or premature motor failure. Our produe1·s warranty will not be ettected Table 27-2 Standard Motor Sheave/Fan Speed (Rpm) Unit 5 iurns .Q iurns 3 Turns 2 Turns 1 iurn Tons Model No. Open Open Open Open Open Closed 6¼ YC•075 665 735 805 875 945 1015 7½ YC•090 840 910 980 1050 1120 1190 •Jnd,cate$ both downflow and-horizontal mode:ls. Table 27-3 Oversize Motor Sheave/Fan Speed (Rpm) Unit 5 Turns .Q iurns 3 iurns 2 Turns 1 Turn Tons Model No. Open Open Open Open Open Closed 6'/4 YC•075 540 910 980 1050 1120 1190 71/, vc.oso 990 1048 1106 1164 1222 1280 •1ndi::a1es both downflow and hori2ontal models. 27 I ~ 1-.-.·. ·1 ES I It ·.1 ~ I I I §) -1·@) ·1 :I ~ :I ~- .·:1: J (5 ·:· t.· :1 -I c:::::J I .. :· .. -:, . ·-, ii r ! .. ('-· RECEIVED APR 2. ~ 1990 SEVIER ENGINEERING, INC. DIRECTORY OF CERTIFIED Gas Fan-Type Central Furnaces :·· .~.:-·: .. FEBRUARY 1990 CALIFORNIA ., ~ . ~ ENERGY s1~ri oF .c~uFoR~1~ COMMISSION George Deukma)lan, Gc,vemor · ~ . · P400-~23 -- -__ \_ \ ---------------FEBRUARY 22, 1990 GAS FAN-TYPE CtNTRAL FURNACES Brand Name: TRANE PAGE 112 --------------------------------------------------------------------------------------,--------------------------------------------D E S C R I P T I O N O F M O D E l 79/80 STDS 1982/1984 STANDARDS -----------------· ---------------------------------. --~---------------------------------------------------------------------------- M O D E l N U M 8 E R : Types :DOE: Air Flow :Rated :Rated :---~---:Sys:---------------:Cooling :Input :U F C:Num·: D :Cap. at .5":Capr,1ctty:(8TUH) :nu o: I :W.c .. (CFM) :(BTUH) :I e m: r :-----------: :t 1 b: : High: low: :Rated :Output :(BTUI-I) :Steady:Stam:tby:Annu;tl :Annual :Annual :Total :Sea.: :State :(WIIT'TS):Fuel :Fuel :Aux.Elec.:Annual :EH.: :Eff. :Energy :Utll. :Energy to:Auxlliary:(',Y.) :(%) :Con5um.:Eff. :Heated· :Electric :(KBTU) :(%) :Space :Energy : (KWH) : (l<WH) ---.-------------------------------------------. -----------------------------------------------------------------------------------w G 36400 80000 63000 82.3 528 76.7 - YC003GA(3,4)LOA YCD036111HOA YCD036A1LOA --- YC0048A(3,4)HOA YCPOA8A(3,4)LOA YCD048A1HOA YC004BA1LOA ---- YC00601\(3.4)HOA YCD060A(3,4}LOA YC0060A1HOA W G W G W G W G W G W G W G W G 36200 120000 90000 77.9 36200 ..... flOOOO -63000-82. 3 472 564 472 607 73.4 528-76.7-- 47000 120000 90000 81 ·.6 47000 90000 71000 02.3 47000 120000 90000 81.6 10.t 1 914 1097 75.7 96d 74,4 1097 75.7 964 -7'1 .4--. 910 73.7 920 74.7 w w w ---YC0060A1LOA ---- YC0075A(3,4)HOA YC0075A(3,4)LOA -W YCD09011{3,4)HOII W G G G G G G G G G G G G 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 10 D 10 D 10 D 10 D 10 D 10 D 10 D 10 D 10 0 10 D 10 D 10 D 10 0 ------10 0 47000-90000 -71000-82.3 60000 135000 102000 79.0 60000 90000 71000 82.4 60000 135000 102000 79.0 60000-90000 -71000-82.4 72000 205000 163000 79,7 7 2000"--J120000 -97000 -80. 5 86000 205000 163000 79.7 86000~ 120000 -97000 -80. 5 06000 205000 163000 79.7 86000 120000 97000 80.5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 77800 102600 77800 115400 76000 115<100 76000 120800 76200 120800 76200 181400 98100 181400 98100 80.0 76.0 80.0 80.0 80.0 80.0 80.0 77.0 80.0 77.0 80.0 77 .0 78.0 77 .o 78.0 77.0 78.0 76. 1 76. 1 76.0 76. 1 76. 1 76.0 76. 1 76.0 76.0 76.0 76.0 76.0 76.0 76.0 76.0 76.0 75.0 76.0 76.0 75.0 76.0 75.0 75.0 76.0 75.0 75.0 75.0 10<11 914 856 869 856 869 1252 998 1252 998 910 73.7 920-7d.7 -- 1310 73.9 1047 -73.4 ~ 1310 73.9 -----YCD090A ( 3, 4 ) LOA -W YCD0908'( 3, 4 )HOA YCD090B(3,4)LOA YCG018A1LNA YCGOl8A1LOA YCG024A 1HDII YCG024A1LNA YCG024A1LOA YCG030A1HOA YCG030A1LNA YCG030A1LOII YCG036A1HOA YCG036A1LNA YCG036A1Ml'JII YCG036A1MOII YCG036A3HOA YCG036A3LNA YCG036A3MOA YCG036A4I-IOA YCG042-'1HOA YCG042A1LNA YCG042111LOA YCG042A3HOA YCG042113LOA YCG0'121141-l011 YCG0d8A1HOA YCG048111LNA YCG0d8111MOA YCG0'18A3HOII YCG048A3LOA w w w w w w W G W G 'ff G W G w w w w w w w w w w w w w w w w w w w G G G G G G G G G G G G G G G G G G G 10 0 ------10 0 10 D 10 H 10 H 10 H 10 H 10 H 10 H 10 H 10 H 10 H 10 H 10 H 10 H 10 H 10 H 10 H 10 H 10 H 10 H 10 1-l 10 H 10 H 10 H 10 H 10 H 10 1-l 10 H 10 H 545 545 815 815 815 935 935 935 1310 1310 1310 1310 1310 1310 1310 1310 1320 1320 1320 1320 1320 1320 1630 1630 1630 1630 1630 540 540 720 720 no 880 880 880 1220 1220 1220 1220 1220 1220 1220 1220 1030 1030 1030 1030 1030 1030 ld70 1470 "170 1470 1470 -17800 -40000.__31000 _. 77. 5 - 17800 23000 23000 23000 28000 28000 28000 35000 35000 35000 35000 35000 35000 35000 35000 42000 42000 d'.2000 42000 42000 4:woo 45500 45500 <15500 45500 45500 40000 75000 40000 40000 100000 40000 75000 100000 50000 75000 75000 100000 50000 75000 100000 125000 75000 100000 125000 100000 125000 150000 75000 ;25000 150000 125000 31000 58000 31000 31000 78000 31000 58000 78000 39000 58000 58000 78000 39000 58000 78000 96000 58000 78000 96000 78000 !}6000 115000 58000 96000 115000 96000 ~- 77 .5 77.5 77 .5 77.5 78.0 77 .5 77.5 78.0 78.0 77.5 77 .5 78.0 78.0 77.5 78.0 77.0 77 .5 78.0 77.0 78.0 77.0 77.0 77.5 77.0 77.0 77.0 181400 98100 403~9 40359 61604 40120 40120 82566 40122 61504 82066 40213 61011 61011 82066 52016 61011 82066 104216 60768 81818 10<1216 81818 104?.16 1d5706 60144 103552 145706 102448 1252 998 386 386 360 440 440 385 382 '382 496 431 492 492 496 492 492 492 562 546 552 562 552 562 830 685 708 830 905 1047 -73.d--- 1310 73.9 1047 73.4 410 -71.9 - 410 71.9 384 73.3 463 71 .4 463 71. 4 409 73.8 406 71. 9 406 73.2 520 73.3 455 71.4 516 72.5 516 72.5 520 73.3 )'", 516 71.9 516 72.5 520 73.3 580 72. 7 570 72.1 575 73.0 586 72.7 575 73.0 586 72.7 853 72.6 709 71. 3 732 72.1 853 72.6 974 71. 1 . ' -----· -----., ---------~ . •: .. · FEBRUARY 22, 1990 GAS FAN-TYPE CENTRAL FURNACES Brand Name: TRANE PAGE 111 --------------------------------------------------------------------------------------·-------·------------------------------------- D E S C R I P T I O N 0 F M O D E L 79/80 STDS 1982/1984 STANDARDS -------------------------------------------------------------------------------------------------------------------------------. ---- : Types :DOE: Air Flow :Rated :Rated :Rated :Steady:Standby:Annual : Annua 1 :·Annua 1 :Total :Sea.: M O D E L :-------:Sys:---------------:Cooling :Input :Output :State :(WATTS):Fuel :Fuel :Aux.Elec.:Annual :Eff.: :U F ~:Num: 0 :Cap. at .5":Capacily:(BTUH) : {BTUH) :Ef f. :Energy :Utll. :Energy to:Auxiliary:{Xl N U M B E R :n u o: I :W.C. (CFM) : (111UH) : (¾) : Consum . : E ff . :Heated :Electric : i e m: r . ----·-------. :(KBTU) : ('1.) :Space :Energy : t I b: : High: low: : (KWH) : (KWH) -------·---------------------------------------------------------------------------------------------------------------------------THN100A960A2 N G 1 9 H 100000 80000 P.7. 0 3 101086 76.0 953 976 72. 1 THN100A960A3 N G 1 9 H 100000 80000 !t?.0 3 101086 76.0 953 976 72. f TUC0408924A N G 3 10 u 800 .too .toooo 38000 95.7 5 32700 93.J 397 453 85.3 TUCOGOB9J6A N G 3 10 u 1200 1000 60000 55000 94.0 5 50200 91.8 523 582 85.2 TUC080B942A N G 3 10 u 1400 1200 80000 73000 92.6 5 66200 90. 7 1127 1185 81. 6 TUC080B9VJA N G 3 10 u 1200 1138 80000 72000 91. 7 5 69000 90.2 469 530 85.8 TUC10089d8A N G 3 10 u 1600 1'100 100000 91000 91. 7 5 85600 90.5 690 755 85.5 TUC1008960A N G 3 10 u 2000 1800 100000 92000 92.8 5 83100 91. 7 1074 1'37 8d.3 TUC10089V5A N G 3 10 u 2000 1709 100000 92000 93. 1 5 86200 90.2 612 678 85.7 TUC120A960A N G 3 10 u 2000 1775 120000 110000 92.2 5 103000 89.0 1236 1288 82.5 TUC1208960l\ N G 3 10 u 2000 1800 120000 110000 92.6 5 101000 91. 1 1135 1201 84.6 TUD050B924A N G 2 10 u 800 dOO 50000 .toooo 81 .3 5 37900 80.5 380 437 75. 1 TUD060A924A N G 2 10 u 800 BOO 60000 48000 81. 0 5 57300 80.0 571 645 74.8 TUD060A936A N G 2 10 u '200 815 60000 48000 81.0 5 57500 80.0 530 5~J7' 75.2 TU00608936A N G 2 10 u 1200 1000 60000 48000 81.0 5 57300 80.2 531 611 75.2 TU00808942A N G 2 10 u 1400 1200 80000 64000 81. 4 5 75600 80.6 840 922 75.0 TU0090A936A N G 2 10 u 1200 1200 90000 70000 79 . .d 5 7-9600 78. 1 493 566 74.8 TU0090A948A N G 2 10 •U 1600 1220 90000 72000 81 .0 5 76600 80.0 740 808 75.2 TUD100F3948A N G 2 10 u 1600 1400 100000 80000 81.0 5 95300 80.2 980 1064 75. 1 TUD f20A960A N G 2 10 u 2000 1625 120000 93000 79.2 5 97600 79.0 811 879 7-d.9 TU01208960A N G 2 10 u 2000 1800 120000 96000 81 .0 5 115000 R0.2 1052 1138 75.7 TUD1408960A N G 2 10 u 2000 1800 140000 112000 8 f .0 5 133500 80.2 1379 1468 75.3 TU000508920 N G 2 10 D 800 400 50000 40000 82.0 5 38500 00.2 280 346 75.7 TUD00808942A N G 2 10 0 1400 1200 80000 64000 B 1. 5 5 77000 80.4 562 643 76.4 TUN050A9248 N G 1 9 u 800 400 50000 39000 80.0 5 41100 75.3 320 328 72. 1 ~ TUN060A9428 N G 1 9 u 1400 1200 60000 47000 80. 1 5 61500 75.4 471 48 f 72 .2 I TUN080A948B N G 1 9 u 1600 1400 80000 64000 81. 1 5 78500 77.3 974 992 72.2 TUN100A960B N G 1 9 IJ 2000 1600 100000 80000 80. 7 5 99300 76.8 1095 1109 72.3 YCC0201LOA w G 2 10 H 1165 ,ms -241100 __,60000 -46000 -10. 4 0 59700 78.7 271 301 -76.J - YCC024A1LNA w G 2 10 H 1165 895 24400 60000 46000 78.4 0 59700 78.7 271 301 76.3 YCCOJOA1LOA w G 2 10 H 1165 895 .I..-30200 _. 60000 -46000 -79. 1 0 59600 79. 1 234 264 -77.0-- YCC030A1LNA w G '} 10 H 1165 895 30200 60000 "16000 79. 1 0 59600 79. 1 234 264 77.0 YCt0J6A1H0A w G 2 10 H 1635 1255 36600 125000 90600 74.9 0 101000 76.7 652 681 73.8 YCCOJ6A1LOA "' G 2 10 H 1635 1255 36600 80000 60000 78.6 0 79400 78.5 475 505 75.6 YCCOJ6A1LNA w G 2 10 H 1635 1755 36600 00000 59000 78.6 0 79<100 77 .0 475 505 74.2 YCC03GAJLOA w G 2 10 H 1635 1255 36600 80000 60000 78.6 0 79400 78.5 475 505 75.G YCCOJ6A4LOA .., G 2 10 H 1635 1255 36600 80000 60000 78.6 0 79400 78.5 475 505 75.6 YCC042A1LOA w G 2 10 H 1635 1255 41000 100000 74000 76.G 0 80300 77.8 441 472 75.2 YCC042A1LNA .., G 2 10 H 1635 1255 41000 100000 74000 76.6 0 80300 77 .8 441 472 75.2 YCC042113LOA .., G 2 10 H 1635 1255 41000 100000 74000 76.6 0 80300 77.8 441 472 75.2 VCC048A1LOA w G 2 10 H 1635 1255 46000 100000 74000 76.6 0 80300 77 .8 441 472 75.2 YCC048A3LOII w G 2 10 H 1635 12.55 46000 100000 74000 76,8 0 80300 77 .0 441 472 75.2 YCC048A4LOA w G 2 10 H 1635 1:!55 46000 100000 7'1000 7G.G 0 80300 77.9 d4 1 1112 7!\.2 VC0036A(3,4)HO~ w G 2 10 D 36400 120000 90000 77.9 0 102600 76.0 564 G01 7J,4 I ~ 1 .. ---· ' .. ' I I )I I ·1 1··.· -@ ·1 I I I !.·.I @s 1--~' I -I 1:' . .-::.~ < \\ • ......__ 'I I -i.,- ( r- 1 f ( RECEIVED APR 2 41990 · SEVIER ENGINEERING, INC. DIRECTORY OF CERTIFIED · Central Air Conditioners and _Heat Pumps FEBRU~1IIO. CALIFORNIA ENERGY ~~ COMMIS.SION p • ~ • .. • \ . -------' -----.. ---f,[BfiUAfiT 22. 1990 C[~t~nl AIR LO•Dlli~~l?$ A~D H(AJ PuHP~ i:~ft~i) !,OMl i~l!tt -;:·:--..... , ··-······ .. ... .... . ... .... --........... . .. .... D[S~s;plJON 0 f II U D l l C U ; ; N u ·::· ;'.•:.,"'~A1;UH H l ft I !.I 1 H '1 ti l A ' : '• , • • • • ~ • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ._ • • • • • • • • • o • • • • • r • • • • • • • • • • .... ......... ····· ······ .. ·-·---······ ...... - I : COIIPRlSSDR 1100ll NON·COHDR{SSOR f100ll C VOl·t-: P: COOLING ll [ ~. [lU: ~it~ 1~,j(Jl i ff~, lli~ . LO iiR • HSPf ~7 O[C,UlES I 1 • .: ,a::: y HUIIBlR HUIIBE~ 0 nr,l If . Cftf'nr.1 IT· lHr'IJ1 1,ACG'JI' l'<~Ui 0 25 , ...... ·--····-.. p, 11 A : IBTUHI •MAI f'SI , ,.,BlU/ttl .~ ... , : OPJIOH: • l![Al·fN& .[l£C. ;~IANUBr AWP.H[Al!~:-..., .... ::.r:ti G [ . 8 s : • r.nr,nc I TY· I NPUI IMftllSI f,ADt: ... • :•,t • , l : : t8TUHI : lllAill: 181UHI .. o ·? -------.. -----. -----. ---. -.. -. ----. --. . . . . . . . -.. ' ...... ----. -.. --······· ·-· .. .. ····-............ , .. ······· 6 YC0048AJH08 230 J 47000 5220 9.0 9, 00 48,00 4 93 0. 15 6 TC0048AJL0ft 730 J HOOO ~]:10 (I 0 9 00 •18 00 4 !IJ 0 15 6 YC0048A4H0I 460 'J 47000 5220 9,0 9 00 48.00 4. 93 0. 15 6 TCOOl8ftHOft ~60 J ~7000 ~no 9. 0 9, 00 4fl,OO ,1, 9J 0 15 6 TC0060AIHOft 130 I 61000 7210 R.5 9 00 63.00 6 ',4 0, 13 6 YC0060ft HOA no I -61000 -n10 -H. s-9 oo &J 00 6 54 0. 13 6 TC0060ft3HOA no 3 60000 7020 R 5 9 00 67 00 Ii 44 0, IJ 6 TCD060ftJl0ft 130 J 60000 7070 8. 5 !J, 00 62,00 6 44 0. 1J 6 YC006014HOft 460 3 60000 7070 8, 5 9 00 62 00 6.44 o. 13 T 6 YC0060UlOA 460 3 60000 7020 8. 5 9. 00 62. 00 6. 44 0. 13 T 6 YCD075AJHOI no 3 72000 8370 8 6 1 6 TC0075A3lOA 230 3 -72000 -8370 -8. 6 - 6 TC0075A4HOA 460 3 72000 8370 fl, 6 6 YCD075ll4lOA 460 3 72000 8370 I.I. 6 y 6 YC00901JHOA 130 3 86000 100~0 8, !, T 6 TC0090ftll0A 130 3 -86000-10060 -8, 5 -y 6 TCD090A4'Hoa 460 3 86000 10060 8. 5 T ~----I 6 YC0090A410ft 460 3 86000 IOOfiO 8. ', T I 6 YCD09083 It. HI OA 230 3 !1&000 10060 8. 5 ' 6 TC0090841l,HIOA 460 3 116000 10060 8.5 T 6 YCGO 1811 tlHII 230 1 17800 1oq4 8,5 9 00 19 M I 91 0. 12 y 6 TCG024A !HOA 230 'I 23000 1738 8. 4 9.00 24.60 2. 53 0. 13 y 6 YCG020HOA no I '3000 21J8 8. 4 9,00 24 60 2, ',J 0 13 l 6 YCG0201LNA 130 I 23000 2738 8. 4 9,00 24. 60 2. 53 o. 13 T 6 TCGOJOA !HOii 230 1 28000 3294 8.5 9.00 19, 81 3.09 0. 13 T 6 YCG030A !LOA 230 I 211000 3294 8, 5 9. 00 29. 81 3. 09 0. 13 T 6 YCGOJOA 1LIIA no 1 78000 J294 II 5 9.00 2'.1.81 J.09 0. IJ y 6 YCG036AIHOA 230 I 35000 4166 8. 4 9,00 37. 27 3. 78 0. 13 T 6 TCGOJ6A HHA 230 1 -35000 ~166 8. 4 9. 00 37.17 J. 78 0. 13 y 6 YCG036A1PIOII 230 1 35000 4 lfifi 8. 4 9. 00-31, 11 J, 78 0. 13 T 6 YCG036A111NA 230 I 35000 4166 8.4 9.00 37. 27 3. 78 o. 13 T 6 YCG036A3HOII no 3 35000 3977 8, 8 9.00 37. 27 3. 78 0. 13 T 6, YCGOJ6A3PIOA 230 J 35000 3971' 8.8 9, 00 37. 27 3. 7.8 0. 13 y 6 YCG036MH0A 4r,o 3 j5000 3977 8 ff IJ 00 37, 27 3. 78 0. 13 T 6 YCG042AIHOA 230 I 42000 4772 8.8 9, 40 44,94 4.49 0. 12 y 6 YCG042AILOII 230 1 42000 4772 8,8 9, 40 44 !M 4. 49 0. " y 6 YCG042A ILHA 230 I 42000 4772 8. 8 9, 40 44. 94 4'. 49 0. 12 T 6 YCG047ftJHOA 230 3 42000 4772 8, 8 9.40 44.94 4. 49 0. 12 6 YCG042A31011 230 3 47000 4772 8 8 9 40 44. 94 4. 49 0. 12 y 6 YCG042MHOA 460 J 42000 4'/72 8. 8 9 40 44, 94 4, 49 0, 12 T 6 YCG048A,IHOA· 130 I 45500 5481 II. 3 9.00 48.80 5.09 0. 12 T 6 TCG0•8A ltNA 230 1 45500 5481 8. 3 9.00 48', 80 5.09 0. 12 6 YCG048ft 111011 130 1 45500 5461 8,J 9 00 411,80 5,09 0. 12 T ·1, 6 YCG048A3HOA 230 3 45500 5481 8. 3 9. 00 48. 80 5. 09 0. 12 T 6 YCG0•8ftJLOA 230 J 45500 !'1481 8.3 q 00 48 80 5.09 o. 12 T 6 YCG048AJINA 230 3 45500 5481 8. 3 9. 00 48 80 5. O!l o. 12 V 6 YCG04ftft4HOft 460 3 45500 5481 8. 3 9.oo· 18.80 5,09 0, 12 T 6 TCG048ft41 Oft 460 J 45500 5481 11.3 9.00 48.80 5. 09 0. 12 y 1 6 YCG060ft!HOA 730 I 57000 6867 8: 3 9 00 61 65 6. 28 0, II y 6 YCG060ft IL OA no 1 57000 6867 8, 3 9.00 61. 56 6.28 0. 11 T 6 YCG060ft TLNII 2:10 I 57000 6867 8, J 9,00 61. 56 6. 211 0, 11 T 6 YCG060A3HOA 230 J 57000 6867 8. 3 9. 00 61. 65 6. 28 0. 11 y 6 TCG060AJtOA 230 3 57000 6R67 6. 3 !I. 00 61. 56 6, 28 0. II T 6 YCG060ft31NA 230 3 57000 6867 8, 3 9.00 61, 56 6. 28 0, 11 y 6 YCG060ft4HOA 460 3 ~7000 ljK6'/ 8. J !I. 00 61. b5 6. 211 0. II 6 YCH048A !HOA 230 1 47500 5520 8, 6 9 00 48,50 4.98 0 15 6 YCHOl8ft ll OA no I H500 5~20 8 6 Y.00 48,50 4.9ft 0. 15 6 YCH04MJHOA 230 3 47000 5270 9.0 9.00 48 00 4, 93 0 15 6 YCII048ft3L0ft 230 J 47000 5720 9 0 9 00 48 00 4 93 0. 15 6 YCH048UHOA 4r,o 3 47000 5220 9.0 9.00 48.00 4. 93 0. 15 --- --·· ..... -------....... ----·----·- IEBRUARY 22. 1990 CEHIRAl AIH COHDIIIOH!RS AH~ ttEAT PUHPS BRANO hAMf IRANf l<AGl 1~3 D f S C R I P I I O N O F N O O I I C O O I I N r; ff SI I N fOkHA I I ON H I A I r ,1 " r 11 i. A i ~ v -----.... -------.... ----.... ------.. --.. ----------. --. -.... ---.. -... --. ----.. -. -. ---.. --.. ----. --. ------.. ---. --.. ----. -. --. " --. ----.. ---.. -----. ---.. . . . . . . . ----.... -.... --... ------.. --. ---. I : CO"PRE S SOR "OOEI Y : NU"BER p . E : 2 TCH060A3008 2 ICH060A400A 2 ICH060A4008 2 TCH075AlOOl 2 TCH075l400A 2 TCH090AJOOA 2 TCH090l400A 2 TCH024AIOOA 2 IC"030AIOOA 2 ICH036lt00A 2 I CN042A IOOA 2 ICH048AIOOA 2 ICH060AIOOA 2 I CJ024A 100A. 2 1Cl030l100l 2 ICX036AIOOA 2 I CJ.042A 100A 6 8YC090C4HOH 6 8YC090f4HOH 6 8YCIOOG3IL,HIOO 6 8YCIOOG4(L,HIOO 6 8YCl20C2HOH 6 BJC 120C3HOH 6 8JCl20C4HOH 6 BtC 120f2HOH. 6 8JCl20FJHOH 6 8YCl20f4HOH 6 8JCl30G31L.HIOD 6 BYCllOG41l.HIOD 6 S[DB·B854•l 6 SCDB-B856•l 6 5[0B·CIH•A 6 SEOB·Cl16•A 6 SFOB-B854l8.HA 6 SFDB·B856LB,HA 6 SFOB·Cl14LB.HA 6 SfOB-Cl,16lB,HA -----6 YCC024AllOA 6 TCC024AILNA -----6 YCC030AILOA 6 TCC030l llNA · 6 YCC036A IHOA 6 tCC036AILOA 6 YCC036A II NA 6 TCCOJ6AJLOA 6 YCCOJ6A410A 6 YCC042AILOA 6 YCC047A ti NA 6 YCC042AllOA 6 JCC048A ILOA 6 YCC048AJLOA 6 J CC048A4I OA 6 YCD036A IHOA 6 YC0036A II 0l 6 YCD036AJHOA 6 ICQOJ6l31 OA 6 tC0036A4HOA 6 JC0036A4L0l 6 YC0048A IHOA 6 TC!l04illll Ill NON· CU"PRI ~ ~OR MOfL • C VOi I • --' NU"BEH O .AGE ": B : 230 460 460 230 460 230 460 230 no 230 230 230 230 2JO 230 230 230 460 460 230 460 200 230 460 200 230 460 230 460 460 230 460 no 460 230 460 230 130 no 230 230 ?30 230 130 230 460 230 730 730 no 230 460 230 730 230 230 460 460 730 730 P COOi ING · fl EC H :CAPACITY: (NPUI itR ~liR f;GUIIHf, I-Iii: .COOR;IISPI : CAPACIJY· INPUI · 0 2~ 47 D[GRflS f :1 LltUrli.i ~ f A · illlllhl IMAII SI s : r: :i 60000 3 60000 3 60000 3 72000 3 72000 3 86000 3 86000 I 23200 I 28000 I 3!'>000 I 40000 I 45000 1 55000 I 24000 I 3001)0 I 35200 1 40500 3 91000 3 91000 3 95000 3 95000 3 119000 3 119000 3 119000 3 119000 3 119000 3 119000 3 123000 3 123000 3 95000 3 9~000 3 123000 3 123000 3 95000 3 95000 3 123000 3 173000 I -' 24400- 1 2H00 I -30200 - 30200 36600 I 36600 I 36600 3 36600 3 36600 I 41000 I 41000 J 41000 I 46000 3 46000 3 46000 1 36200 I 3b200 3 3b400 3 -36400 3 36400 31i400 47500 I -41~00 6670 9.0 9.50 6670 s.o 9.~o 6670 9.0 9 50 8670 8.3 8670 8. 3 10360 8. 3 10360 8. 3 2549 9. 1 9. 70 3306 8 5 q 70 3944 8.9 9 50 4~06 8.9 9 50 5056 8. 9 9. 60 b~09 ft, 4 9.00 2600 9. 2 10.50 3360 8. 9 10. 00 4000 8 8 10.00 4790 8.5 10.00 10740 8. 5 10740 8. 5 11400 8. 3 '11400 8. 3 14.1110 8. 3 14380 8 3 14380 8. 3 14380 8. 3 14360 8. J 14380 8. 3 14700 8. 4 14700 8.4 11400 8. 3 11400 8.3 14600 8. 4 14600 8 4 11400 8. 3 11400 II. l 14b00 8. 4 14600 8.4 2900-8 4 -Y. 25 2900 8. 4 9. 25 3460 -8. 7-9 55 3460 8 7 9.55 4170 8 8 9.55 4110 8 ft 9.~~ 4170 8. 8 9.~5 4170 6.8 9.~5 4170 6. 8 9 ~~ 4870 8.4 9.05 4870 ft. 4 9 0~ 4870 8. 4 9.05 %60 6 I 9. 05 5660 8. I 9. 05 ~hbO ft I 9 05 4190 8 6 9.00 4190 8 6 9 00 4250 8 6 9.00 4250-8 6-9.00 4250 8. fi 9 00 42~0 8 Ii 9 00 5520 8 6 9 00 5~20 -8. Ii -9 00 IKhlU/HI IKIII 01'1 IUH HfAIIHG ·r11c . SIANU~r ACQ~HIAilN~ fi(( COP A 62. 00, 62 00 62 00 24. 59 29 57 37.04 42. 40 47.47 56. JO 25.40 33.bO 39.00 45 50 26. 20 26. 20 JI. 80 JI HO 38. 20 38. 20 :u1. 20 36. 20 38 20 43. 00 43 00 43. 00 50 00 50.00 ~o oo 37. 20 37.?0 17. 80 J7.80 37. 80 37.80 48 ~o 48 50 6. 00 b. 90 6. 00 2.35 2 90 3. 60 4. JI 4.55 6.06 2. 37 J.n 3 67 4 38 2. 67 2.67 3. 15 J. ,~, l. 81 3. 81 J. 81 3. 8 I 3. 81 4.53 4. 53 4.53 5 20 5. 20 '> 70 3 76 J. 71, 3.82 J. 62 3. 82 3. 87 4 98 4 9ft : CAPACIIT: INPUI: fHAllSI. · CAPACll• INPUT R : 18IUIII : IMAIII IB(UHI IWAIII I 0 25 0. 25 0.25 0. 15 0. 11 0. 13 0 15 0. 16 0. 1J 0. 15 0, 08 0. 11 0. 08 0.12----- 0 12 0.11----- 0. I I 0.09 0. 09 0.09 0. 09 0. 09 0. 09 0 09 0. 09 0. II 0. II 0 11 0. 18. 0. 18 0. 18 0 ltt-------- 0. 18 0 18 0. 15 0 ·~ -------- y 1 y y y y T J y ' ' y y y I y y - .. , l .. ,_-·· ;:. , .. -~ I i)nly Bristolite ~ives you 5 colors of acrylic and 2 of white fiberglass I> choose from .. ·. I 1- I IBristolite offers a broad selection of dome colors so just e dght effect can be achieved. However, before selecting a specific color-particularly clear colorless-we suggest a lview of the following. · · Color affects three of a skylight's primary performance c aracteristics: light transmittance (the amount of availa- le light it pa:,ses), shading cqefficient (the amount of radi~ t heat it transmits), and light quality (the quality of the ht in terms of color and amount of diffusion). Light transmittance and shading coefficient can both be presented numerically as shown in the chart below. Acrylic light Sh.ading Color Transmitt~nce C04!fiicient Single Double Triple Single Double Triple Dome Dome Dome Dome Dome Dome !ear Colorless (CO 9.2.,/a 89"4 85'% .97 .89 .8.? Bronze Tinted 1Bn 27% 25°'1) :?J'3/o .53 .43 .35 High White {\VT,HJ 82% 75% 69% @ .72 .68 ledium White {'i,VTMJ 53% 49% 45"fo .6<1 .63 .58 w·White (\I/TL} 32"fo 29"fo 27'\'o .45 .-10 .J6 i!,ihWhite Fihergl.iss ( FTHJ 80~ 64'3/o 59% .72 .55 ,51 11.1edium VVhite Fiberglass ( FTM l 500,. 46~o 42°'• .55 .50 .45 Quality of light is more difficult to present, but the pho- tos above are a visual approximation, and a disc1,1ssioh of a1vant2ges and di-~dvantages for each color follows. lear Coleirless-(spec1ry CC} Advantages: maximum light transmittance. visual transparency with no color shift'. l isadvant.Jges: glare and no diffusion of heat or light. nze Transp.irent-(specify sn dv,mra5es: visual transparency with reduced light transmittance. reduced heJt transmittance Jnd reduced glare with only a subtle brown color shift. . Oisadvantaxes: no diffusion 6f he.it or light ,ind less light transmittance In any oi the white colors. gh White-(Exclusively from Bristolire. specify WTH) ,.,_dvantages. highest avail.ible light transmittance in the industry with diffu,ion, low ultra violet and infrared trammittance. Disadv.intages: not transp.ire~'t. · l dium White-(St.mdard white oi the skylight industry. specify WT,\.-1) dvantages: Good light transmiltance with low he.it and llltra violet nsm,ttance. Ois,1dvanrages: nor transp.irent. lw White-(specify WTLJ .,_dvantages: excellent diffusion ior critical seeinx tasks, ex.tremely low heJl d ultra violet transmittance. . Dis.idvJntJges: limited light transmittance may require ~ore skyli:..ht JreJ. High White Fibergl.us-bp~cify FTH) l dv.1ntuges: high itrenxth. rire ret,udJnce. ultra violet protection. rcsist,ince hemic,1ls. ,,,1th,,1ntJ11es: somewhJt less uniiorm color th.in 1.VTl-1 ,1crylic. Medium White Fihergl,1ss-bpeciiy FT,\\) .-\d~.111t.1)\ei: hixh ,trenxth. tire ret,ird,1nce. ultr.1 violet protection. ri:,,sr.1nc e .hem1c.1ls. a-'ii,tdvJnt,1xes: iom,iwh,1t le,s uniiorm color 1h.1n \VT.\\ Jcryl,c. . 4 WTH& Designing a skylight system The first tcl.Sk is to determine the pro~r level of illumi- nation for each of the areas to be lit. Then based on bctors such as room size, roof height and building orientation, either one of our sales engineers or the architect will develop a complete system design including skylight size, placement, dome color, etc. Proper lighting levels for Specific TY.pes of Spaces classrooms, offices, drafting, manufacturing, merchan-50-80 dising, and reading areas footcandles gymnasiums, lobbies, recre~tion rooms, recreation areas, 25-JO libraries. machine shops, laboratories footcand!es corridors. stairways, warehouses, stockrooms. locker 10-15 rooms, washrooms, kitchens. dining areas. bdths footcandles But the process doesn't end here. \\e'll run a free com- puter analysis to predict the system's effectiveness. Spe- cific data on the proposed installation and weather conditions at the building site are run through the S.U.N. (Skylight Utilization Network) Computer Program, a highly.sophisticated computer energy program, which then estimates the annual energy savings.* l'l!rcent of roof area to be ,kylighted for various lighting levels comp.iring Sristolite's e~clusive WTH and the industry standard white dome, WTM. lbtio Bldg. Width 15 JO 60 to Bldg. Height FootcJndles FootcJndles Footcandles WTH WTM WTH WT,',I WTH WTM 1.0 1.9 ).Q<lfo 3.8 6.0.,,. 5.6 90 U3 1.6 25 3.1 3.0 4.: 7.5 1.50 1.4 2.1 2.8 4.4 41 6.6 2.0 I.I I 8 2.3 3.b 3 4 5.4 3 0-5.0 1.0-.9 1.6-1.4 1.0-1.8· 3.2-.!.8 J.0-2.6 4.H-4 2 6.0ormore .8 u 1.6 :?.6 2.-1 1 9 U VALUES-BTU/HR/Square Foot/0 f Winter He<1t Loss (15mph wind) Summer Heat Gain (7.5in_ph wind} Single Double e Dome 0.8 05 Triple Dome OA IU Note: During extended :ieriods oi temperature ,ind humiclity dil'iercn1i,1! conclen.;.irion m.1y form het\\een double domes. Ho"e\er. onc.e th,~ cl,l'ieren· ri,11 is reduceJ the conclen~.uion will diso1p1~-1r. ·s,1sed on the Voluntary St,1ndard Procedure for CJICulat,ng Skylights Annual Energy Balance. A.AMA pubhr.ntion I 602 t · 19 i l by :re Arch,lectural Alurn,n,,m ~lan,,taclurers Assoc1.Jtion .1nd uses calculJl1on5 reccn11n~n<.Ject by I E.S Jni:1 AS.H RAE. Nole· ~<.J14st sky 1llum1n;i11on !o reflect actual location con<J,t11Jns. Larger skyhgms are more ~11,c,ent Jnd det!per wt!II~ less elhc1t:11t :"~ .. JAN 09 ~92 10:15 SMITH CONSULT. ARCH. P,6/6 .. @> C0HHERCIAL/INOUSTRIAL APPLICAT(ON FORH FOR INDUSTRIAL WASTE DISCHARGE PERMIT CITY Of CARLSBAD APPLICATION: NEW ____ _ BUILDING P.C. NO.: ufl-{u,8? (CHECK ONE) REVISED X av= (1:uali L-)~~ Signatu~City Representative APPLICATION NO.: Cf'34 {~·7s"l)/ INDUSTRIAL CLASS: · C/23 DA T,E: / • Z.4-~ :z. 2-_ APPLlCATION FOR INDUSTRIAL WASTE DISCHARGE PERMIT A. GENERAL: SITE ,;2.-;z 8 s-/f t.l W£Fol0) APPLICANT:_~...;./1-_t.(.A __ uJ_rl-.Y .... -_~_o_t._P: ______ AOORESS: c:11~t.s2.11-o, e1 2:~~02 TYPE OF BUSINESS :_.;;;;.(l.,,:.;o;..,;:if;;i.,....-:.<J-..,,;:;~~~:.-, .. ..c.@,C/.<~i:.:;aU~t/4:;;.,;½....,-;f .... & c ..... , n_~:;.:.~;;;.;:~;;;;.:;:_..;;;;.._ __ ,_.., _____ _ APPL I CANT 1 S AOORESS :_ ...... 5 .. A-.#t~~-.Ji,,ld.lil=::£;......:t4~;3o;;;..i.i)~L-=:;;.,. __________ _ 8. WASTES ANO PROCESSING: 1ef'0omestic Waste Only (Check where applicable) -. J:J Industrial Waste 1:1 Industrial ·waste NO·T Discharged to Sewer Discharged to Sewer GENERAL DESCRIPTION Or WASTE (Chemical and Physical Characteristics of proposed waste): za.,c?· ~Ls ~~E:-: .• . ~,',., 7 (j,7 70 ~F: r:1Ab.lc1~~ ,., GENERAL DE:SCRIPTION OF' PROCESS (If Applicable); __________ _ C. WASTES TO -& DISCHARGED TO SEWER: WASTE:: (Check One) TREATED: UNTREATE__..O_:_;;>'.....,-" QUANTITY: AVERAGE c,l§'"t?-d GPO (Oaily) M.AXlHUM~o-o GPO (GalionsPer Day) APPLICANT OR REPRESENTATIVE Of FIRM:,_--'L;;-.;tz.o;=_,;;.;;J::_..__,;(;_..:;!i:.;..1~?~?..;..'~//4;.:.,_, ______ L __ , TPr int) TITLE: F&;1L1 i.is t11/f1dlf~re/4 SIGNATURE~~, ., .· . (/ City of . Carlsbad · · M=i!ht:ihi·l•lA·ihihU§hl DATE: -z.-l-v<o }q'7----- J J TO: 'CARLSBAD MUNICIPAL WATER DISiRICT 5950 EL CAMINO REAL CARLSBAD, CA 92ooa .ATTN: BOB COATES PLAN CHECK NO. C Q-5) ~ I lo §J,.,.----- ADDRESS OF PROJECT .--z_.-z--l6 £ . e~pe,~ _2 DESCRIPTION OF PROJECT-=/.~~.....,..,..0...,,.e,t0--=-~--,..-=--=-=~~--:::.....::::;:;;;,...,,..---=--~____:::=;,.,,:;.... D, Multi PROJECT ' ' ---------.----------------------------------------------------------- FROM: CARLSBAD MUNICIPAL WATER DISTRICT Applicant has complied with all requirements of ORDINANCE NO. 35. Fee Collected _.__$ ___ . ..,...2-~. _7_/ . ..,...· q_z._._ c~ b(:u/12- oate ' cd 012192 2075 Las Palmas Drive • Carlsbad, California 92009-1576 • (619) 438-1161 ,:!,l t l I ~~ ~ ., l -~ :,. 1; t t * ~-f' n. ~ ~: ,tl £1 ''tl "\. 5;;)' h;q, ~~:\ to \"./~ . I \ ( ( x ( 1 ! Gl ,11 ·-'/ -' \ /I--lf-9/ ~ l'-i ~;·\It ~!'t}f. -~~ ~~ ,c ;"'_ [,. .r~~~. •.r>-..=.i: 9"' -~--..... cKez --~ .. .i--~ • ,f{. 'FIii · 1 ~ .,, ,\ .ii ~~.f;: . ~ ; \. ' ~&'l \~l . ffirAL · INSPECTION ~DiN,C, -~GINEERING i7TRL i'L.ANNJNO U/MSBWmtS U/MUOffTS C.M.WJ), m r, -~t~i ~tr, \!J:.U 'D!SAffltOV! AffltOVI V. -v' .... . .. . 1V -~--JV I H -' • L J./ . 11 ' ' ~ ---\I . .. , .. .~·,: APPROVALS Required I Received Date .,__ ________ Building i,----+-------:=:---=~ Planning 1----+~~~~~ Engineering Fire t---*'""---'--1 Coastal 1-----+-------1 Health '------'------' Assoc .DATES ~ To !l>Plicant Fl'IIM ,t,pFlalllt --I , ~ ~: :,.'!ff,ll'!' · ID.WEMIP. ----t----lCllllllffEIIR --:::+----C~O /t,.,. 2J · fl PWICCM ---+--__,..•CXM eusresuc. --- --'----i-____ \'/(X)MP '-PERt~T SIGNS) ~-.. 1 ___j ·~.. ( ··- " B U I L D I N G 06/17/92 08:20 Page 1 of 1 P E R M I T PCR No: PCR92035 Project No: A9102145 Development No: Job Address: 22-85 RUr1'HERF'ORD RD Permit Type: PLAN CHECK REVISION Parcel No: 212-062-08-00 Valuation: O Construction Type: NEW Suite: Lot#: Occupancy Group: Reference#: 91-1685 Description: ADD DUMBWAITER SHAFT 1ST FLOOR 8100 06/17/~2 0001 01 C-PRMT 02 (Jf2. tl. 6S1;; <;:, Status: Applied: Apr/Issue: Validated By: ISSUED 05/28/92 06/17/92 SBB Appl/Ownr: MARK LANGAN 619 452-3188 9868 SCRANTON RD, STE, 150 SAN DIEGO, CA 921y-------~ /,/' ,;::::: /4\ ~ *** Fees Required ***/ <,.,t?::·.1ni.(( /it'e/ff)Co11cected & Credits *** --------;~~;~---------~,~: ~/(j)\f --~-~:9~/~(!iJ)/~;~\ -------------------- AdJ'ustments: 1/ ,,. 00\, ____ _,,,, /,,..? 1'ot:a.1 'e1."~&:i· s :\ . 00 C \ r .C-"? ,_.,, '"'<:_ '\ "::,f I ' Total Fees: / 1~-51';'{~0 // -'~'?;,, 1 , TotaJ_ p~ e . : i . 00 :' --,,/ / 1'1/YV,v~~ Bal an~ ~: 1 O 9 . 0 0 Fee description / . -....__ / "'-~__ ..,..,---..---~.._iJaj ts-,;, Fe:E:_~U,ni \ Ext fee Data 1 , -.. , '...~~-·--·-~-___..,7 /4/ L'.:::.L , -;~~~-~~~~~-;~~i~i~n-fy;~7-------=~:;-~? ~o -A--\-½--=:-1------~~;~~~-----· i ': ) : ' < .eJ.,,:'-: i l ~ ! ! <·~-· : ' t" < :. cf' ' ;..< } \_.;,) ) , '-"-""""'-. , ~-./ , I\ r ,·~ , . .--<J: . \ \ :z---{)rlh\l! ,/ (f 1/ ) \ \ "-, ~ , 2'.: ~; I \ ' u \ U/ ,.-· / -, ... +-:;:--... "' ....... __ _ FINAL APPROVAL INSP. ___ DATE---. .CLEARANCE------. CITY OF CARLSBAD , 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 DATE: ESG.IL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (6 J 9) 560-1468 JURISDICTION: ctTY oF CAR.Ls6AJ) PLAN.CHECK NO: q l -16 [& 8e11 SET : ;I[ PROJECT ADDRESS:. 2 Z. 8 !>-f?u±h:er:b>Y J . RJ 6:zo L-F PROJECT NAME: CA LLA\,\/A Y 0. The plans transmitted herewith have been corrected where necessary and substantially comply with the .jurisdiction's building codes. ; The plans transmitted herewith wili substarttially comply II@}-with the jurisdiction's building codes when minor deficien- D cies identified . hefo h2. 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. 0 The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. 0 The applicant's copy of the check list is enclosed for the jurisdiction to return to the app~icant contact person. tl1D The applic~nt's.co.py of the che,ck list has been sent to: tv(AR.1< LAN~tv . , ·--~ ---~-----:?RP? · .. · Sc(AtvTocJ .. lffi:LEsgil staff'.did not advise. the applicant _contact person that plan check has been completed. · · O Esgil staff did advise applicant that the plan check has · been completed. Person· contacted·:_,_ __ __,.. ________ _ Date contacted: ___ ___. ____ Telephone i _______ _ a· REMARKS: (i) Crf JJ -fo QPoro v e, -ti,,-. $/4 X' I{ shee+.r ~s cr 1 ppwvPJ / /I H plgn @ c<fy -to 9flhlve dtz<.-cans~cfi'tn < ,-,-f she.fl. By:· ]ZAvlp iJcA:o Enclosures: q:,z~J ~:e.t ESGIL CORPORA ON lcJ "" 2.~+ 0GA OcM DATE: . ESGlL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 6.( 4 ./ 92.. JURISDICTION: ClTY OE PLAN CHECK NO: .SET: ..I. PROJECT ADDRESS: 22. ,.£r RJ.JTHERFol?D RJ) PROJECT NAME: .· CALLAWAY· <EioLF: D D 0 The plans transmitted herewith have been corrected where necessaJ;y and substantially comply with the .jurisdiction's building codes. The plans transmitted herewith will s~bstantially comply with the jurisdicti.on's building ·codes when minor deficien- cies identified-=---=-.......... ---,------=--=-.,......-are resolved and · checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete .recheck. fi The check list transmitted herewitb is·for your information. ·u The. plans are being held at Es~il Corp. until corrected -plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the juri~diction to return to the applicant contact person. lffi The· .app_l_icant' s copy of . MAR k ·. . iANqAN .. qB6&: _ SCRAtJiaN . . . the check list has been sent to: 'RD I # /£[) '_$[> ll Esgil staff did not a.dvise ·the applicant .contact person that plan check ha·s been cc;,mpleted. 0 Esgil staff .did advise applicant that the plan check .has been complete_d. Person contacted: ___________ _ Date contacted: __________ Telephone i. _______ _ 0 R~MARKS : _____ ...,.._ _________________ _ By: DAVID ift'P ESGIL CORPO TION 0GA D C?-1 Enclosur·es: ---------- ' " .... · .... r .... ., JURISDICIION:. __ C ___ A""'R._J....,S,...B~_ .... AQ...__ _______ __,Date plans received by plan checker: ___ ~_/._..2..;;;,._,,f--- PLAN C!:IECK NO. : __ __..7_!_-...;/6..;;.!1=--...:..R"'-J.e~v ___ Date plan check completed: //4. By: __ .;;.A...:..~.;;,.i,.c.11,...(f)....__y,.t-L,oo ........ .____ PROJECT ADDRESS.: ____ ,;;:;~.;;;:Z~fr.._ __ ...c12...il)a..+h.!..!...!JP::t;+=t,.~_r:~d1--_~,R~Jx,__ __ __,,....__,....-------- TO:._-.a.J..H..J.:.A..;:;::r,..R.:,.k__,.._.......:::1.A~N~<z..:..A~/\.wl _________ --------....._------------ PLAN CORRECTION SHEET FOREWORD: PLEASE READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform ·p1~bing Code, Uniform Mechanical Code, National Electri~l Code and state laws regulating energy conservation, noise attenuation and disabled acces$. 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 Depa,rtment, Engineering Department or other departments. The items shown·below need clarification, modification or change. All items have to be satisfied befo~e 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 ci-cy law. A. ~ 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: E.SG 1L j To facilitate checking, please identify, next to ea~ item, the sheet of the plans upon which each cprrection on this sheet has been ·made and return this check sheet with the revised plans. Please indicate here if any changes have been made to the plans that are not a result -of corrections from this list. If there are other -changes, piease'briefly describe them and where they are located on the plans. Have changes been made to the plans not resulting from this correction li~t? Please check. _____ Yes --' __ __,No 1::-"k'·<:'i::":'.6:::: Iv 7 0 ,hp <i1p e5 w·,+b shov ,. d. •• -f' c 1-ty -C-~¼ '1 "' r (' /3,S- J,.p tm pw'n-1;;,J UY\...--f-1,_p -~(/ 7 p/c.n.-~r cb>ck. :?w2d:: c)-f -QPJ)rJvP I . JI I. ??) @ .,be I OfY: ,7.,..A: .. $.efih'.le A dt'J ( . ; s,'Jr:, ) ' Form No. PCS.41390 ,.,_ -+ .. . Datet_t._4 ...... _ Prepared bys p,Av1p · j&? Jurisdiction ,c/tRLSBAD VALUATION AND PLAN CHECK FEE a Bldg. Dept. O Esgil PLAN CHECK N.O, q;-lo ef't: Roi/ BUILDING ADDRESS ,)2.,f'f--Rf., t&t>r;Gr j el) . APPLICANT/CONTACT Ye:r:k_ Lqn a eJb-c PHONE NO. 4J.-Z -7?/'cP-J:: BUILDING OCCUPANCY . 2 .... ~ . O DESIGNER PHONE ------TYPE OF CONSTRUCTION :J!I-/};y ($pk) CONTRACTOR PHONE ____ _ BUILDING PORTION BUILDING AREA VALUATION VALUE MULTIPLIER R.fv1-::, __ -f' flf'v,,} /e d1l.f:l:.' p;. t.J-·-tL-Ct ,., 'f#'>r, I /1,t n.nJ /' (7 'i)/T ) I " .Air C~>ndi tionine: Commercial '" : ,· ,, @. .. Residential ia Res. or Comm. Fire· S'O~inklers @ Total Value tP) Jf:_ ., Building Permit Fee $-------------.,--------'ic_..------ pz 1.r-_ -', , ti_ I p 94 Plan Che ck F ee--.::S~. ---.r------''--=~---------------"'-$ --'-0-"'L------- C O M MEN TS._: ._. ------------------------------,-------- SHEET __L OF I ., 12/87 t ... 4 ' f · I . J. .:, ... ;,,, .: ·: ;i_ ; : 1' 1·:. .•• ,1 !·.,· :1: J. ' . ': I :•· j''/ i I l i , I I ' ! I ., . I ! . ·: : ' ,.' ' ' I ;·: I', ·. ! .' \.};.; .. ·.:· , .. : . . i':tft!;.:j'. .... · ... ·' t ' i ·. ; ·. . • I : ' . ! ··r!l_~;'.··.: i ·tJ a\.:fD~ .. ~ 1:-,. ~ I ... -.. ~ . ' . i • I ' ' ! . I . I .. I .. . i ,, . l• : ' I i . I I I . ' : i i I l I I' I ' i. I . \ ' i ~ l. i I • -~ I Ti . I I I i ' 1t • ~ ' r , i, !',/ .... ._ "'I JI • l I i ! -1 ~~. -!1.li ifl ; I ! ' . ' I . ' . . ~: -. ' .,_ -~ ti · I i ' (\ , .. 'J ,,, l·. r ! ,, '. ' \, ·:t 1 '. :1 · I r: ! '. , I i I I . I .. i :i : ·1 .. ' f ' I : :1'' I I ! ,. i ,.,· i I, '' . 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