Loading...
HomeMy WebLinkAbout2777 LOKER AVE W; ; CB941184; PermitB U I L D I N G P E R M I T Permit No: CB941184 Project No: A9401667 Development No: 10/11/94 17:11 Page 1 of 1 Job Address: 2777 LOKER AV WEST Suite: Permit Type: INDUSTRIAL TENANT IMPROVEMENT Parcel No: 209-081-30-00 Lot#: Valuation: 362,114 Construction Type: VN Occupancy Group: B-2 Reference#: Description: 14430 SF WHSTO /MFG/OFFICE Appl/Ownr: PETTY, R. G. 619 6 6 5 0 FLANDERS #J _,,.. ,.--· ---· SAN DIEGO, CA 9212,-1// _,,, / ;' '. 9058 10/11/94 0001 01 C-PRMT 02 440c,u00 Status: Applied: Apr/Issue: Entered By: 458-9440 APPROVED 09/15/94 10/07/94 DC / <> 1 I / ,:\ ', /'·,., "' • **1/ __. --\*"*'* ._ ... 1· Fe~-s (:Colle<:ted & Credi ts *** ( 1r-·, \. \ ( , ,./ ,, ,' • ''. .' /\ ,. / / / "' -----------------------·. r----. ·.) ---------" f"-; / ~----\ -------------------*** Fees Required . Fees: 5,19-S.OO ,_;;_~,--__ ~ .. \.. \ 1AdJustments: / ·S°'~ /,., ',r;~--; To~-~':f "Cfe9.-~5-~~\ \ . 00 Total Fees: 5,fl.63'.: .. 0.Q:: / :'.·?,;}'ot,~'l Pay~et?-;tp;':, \ 757.00 / / 1 • \. Balance\D\iie ... ..__,, \ 4,406. oo Fee description / . .... / <z;_-''~-"-'-'~·: .. ·:~:~_::~!Jn:i::tJ?,.,,-::;?'F¢e;(TJ~it \ Ext fee Data i ·~-----·, ; '--\., -~ ~-::..,.,-:::"·:.~·.: ... :;:.,,,..,.,.,-, "# \ / / \ -----------------------------------~~--:;:,;,..~· ------~-~---------------------Buiiding Permit i (l :·~,: "'··," ._,.}t} .··-~/ J7\ {'-;::~: .. .;: i_ 1560.00 ' \ \_ / J < " ~-,,-,/' ,,_. \ \ / ! ' Plan Check. 1 --..,_-:__./ : ;/i.11"---'.::'~;) -:?/ ... -.. <v'-: , \~·:j ; 1014.00 Strong Motion Fee ,\ \, .~·-.."L)/ ', \' ~~: { {/~:): i J 76. 00 Enter Number of EDU ~. -WatEt_r~Fee ;9_..._ . ,J;, l . ,o-c::,,) / / 960. 00 ( ~icense ¾unq) ~,. \_'t~Y 51 . _,~-/ / 5 08. oo (Lie 'I'x CFD fµndt'/~ •. '\-:} --/_,.,., / j' 468.00 \ ,.. /{ i,·;, \ ( Ttf:-,fUJ;l:<l"J !NC0RP:;~ATF.D (··-, 1 5 3 , 0 0 ( TI'f W(D \F).\.ntl--L rns2 _., ,' \ / 49. oo i, Enter Bridge Fee '-"-; __ . .,..-<' i . ~...... --615/00 (\\\ \;, ,,, 66 oo ~ ,._,, '" ,' / / ,., ,,.:.,: '"',y"-y.1:. \ -.,,'-.,J / • I * BUILDING TOTAL "'-U// if/::·:, . .'::·\\'·-....~ / 4754.00 Enter 11 Y11 for Plumbing Issue .. Fe·e..J /r ! ... \ \' // 20. 00 Y j Each Plumbing Fixture or Trap'"·-, '·> 10 .,// 7. 00 70. 00 Each Install/Repair Water Line '····;)-.. ____ ,,......-f.... 7. 00 7. 00 / Each Water Heater and/or Vent > 1 7.00 7.00 1 1 Gas Piping System > 1 7. 00 7. 00 * PLUMBING TOTAL 111.00 II Enter "Y" for Electric Issue Fee > 10.00 Y j Remodel/Alter Per AMP > 800 . 25 200. 00 * ELECTRICAL TOTAL 210.00 I 1 Enter 'Y' for Mechanical Issue Fee> 15.00 Y Install Furn/Ducts/Heat Pumps > 3 9.00 27.00 Each Hood > 7 6.50 45.50 * MECHANICAL TOTAL 88.00 CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 C (C=tt Jt»o ~ PERMIT APPUCATION PLAN CHECK NO. City of Carlsbad Building Department 2075 Las Palmas Dr •• Carlsbad, CA 92009 (619) 438-1161 .,~ I"'--...r~ FSr. VAL ~ v,, ~ -- 1. PERMJ.'r 'NPE From List I (see back) give code of Permit-Type: _c_-r-'--+1-------- For Residential Projects Only: From List 2 (see back) give Code of Structure-Type~----------------------- Net Loss/Gain of Dwelling Units __________________ _ PLAN CK DEPOSIT: --Zf57 VAUD.BYDC . DATE --2t-=-z"""7~ .... s,-z..,,.9-,.-y---,- 8654 09/15/94 0001 01 C-PRMT 2. PROJECT INFORMATION FOR OFFICE USE ONLY Address n 'f 1 to~ Ave txte.s, Butldmg or Suite No. um er mt o. -# OF BEDROOMS -# OF BATHROOMS ADDRESS $Jf3{0 CI1Y STATE ZIP CODE DAY TELEPHONE s. PROPER.TI OWNER ,._,, .,1 t _ . _1 NAME (last name first) yP,/..Jof ADDRESS "f-771 W?f,(:tjs µ,e; 1.Al'6 ST 6_ ~T~~Sl4-V STATE U ZIP CODE 7?AfZ'/5 DAY TELEPHONE .,-l ' ',. NAME (last name first) fz..f, Ferry t:]Px/S-TJZ-/ ADDRESS ~ flAf-ir?6 -=?'IE. J cI1Y 4JA+-l ·Pt.f:C,,z:> sTATE ,c.,Ar-zIP coDE rz-1 ~ J DAY TELEPHONE -f tf?o ,,;14-4-o . CI1Y BUSINESS LIC. # 02 757a00 CI1Y DAY TELEPHONE STATE LIC. # U2-l/i3 3 Workers' Compensation Declaration: I hereby afhrm that I have a cert1hcate of consent to self-msure issued by the Director of lndustnal Relations, or a certificate of Workers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800, lab. C). INSURANCE COMPANY POLICY NO. EXPIRATION DATE Cert1hcate of Exemption: I certify that m the performance of the work tor which this permit 1s issued, I shall not employ any person many manner so as to become subject to the Workers' Compensation laws of California. SIGNATURE DATE 8. oWNEll-BOIIDEll OECLARNTION Owner-Builder Declarauon: I hereby afhrm that I am exempt_ from the ContractoPs license Law for the followmg reason: 0 I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale.). 0 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License law). 0 I am exempt under Section _______ Business and Professions Code for this reason: (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commencing with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]). SIGNATURE DATE COMPLETE THIS sECnoN FOR NON-RESIDENTIAL BUILDING PERMITS ONLY: Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 2~05, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? C YES NO Is the applicant or future building OCC..ffi'!:11 required to obtain a permit from the air pollution control district or air quality management district? a YES ~o Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? DYES /47NO IF ANY OF THE ANSWERS ARE ~AL CERTIFICATE OF OCDJPANCY MAYNCTf BE~ AFI'ERJULY I, 1989 UNLF.SS THE APPLICANT HAS MET OR IS MEETING THE REQum.EMENTS OF THE OFFICE OF EMERGENCY SERVICF.S AND THE Aill POLLUTION CONTilOL DISfRICT. 9. wNS'l'ROCIION LENDING AGENCY I hereby affirm that there 1s a construction lendmg agency for the performance of the work tor which this permit 1s issued (Sec 3097(1) Civil CodeJ. LENDER'S NAME LENDER'S ADDRESS Io. APPLICANT CERl'IFICAl10N I certify that I have read the apphcauon and state that the above mformation 1s correct. I agree to comply with all City ordmances and State laws relating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I AISO AGREE 10 SAVE INDEMNIFY AND KEEP HARMLESS THE CTlY OF CARISBAD AGAINSf ALL LIABILITIF.S, JUDGMENTS, COSIS AND EXPENSF.S WHICH MAY IN ANY WAY ACCRUE AGAINSf SAID CTlY IN CONSEQUENCE OF THE GRANTING OF TIIIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Expiration. Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not ommenced within 365 days from the date of such permit or if the, building or work authorized by such permit is suspended or abandon at any m aft · commenced for a period of 180 days (Section 303(d) Uniform Building e 'r/l_ APPLICANT'S SIGNATURE ~=-----..<-::::'7 DATE: -++-1-i""""+T J YELLOW: Applicant PINK: Finance S E W E R 10/11/94 17:11 P E R M I T Permit No: SE940063 Bldg PlanCk#: CB941184 Page 1 of 1 Job Address: 2777 LOKER AV WEST Permit Type: SEWER -OFFICE/WAREHOUSE Parcel No: 209-081-30-00 Suite: 9058 10/11/94 0001 01 02 C-PRMT 752-00 Description: 14430 SF WHSTO /MFG/OFFICE /__5'S?iastatus: AF.:'Fl:QEED Applied: 09/21/94 Apr/Issue: 09/21/94 619 458-9440458-Expired: Permitee: PETTY, R. G. *** 6650 FLANDERS #J SAN DIEGO, CA 92121 ---"' • .,, .. ----,, A Prepared By: HE Fees Required .,,,.,.., . ~-~--,,,.~ *** ,/"*** Fees G0llected & Credits *** /,,.,r --,,,, ___ .1'.~-:_, _ f' --, .. --~----------------------- ---------------------------/ __ ,,,r,.I'. • I 1\ ·, / ;-~ ,," Fees: 752 ./0-0 \,,-,/ · / '-', , ,. / /-... , \ ! / :'' ,. ' Adjustments: /: oo 'Tota:1\ iCr,e'dij:'.s :\ . 00 £ ' '.L _/ 1' ', \, Total Fees: 7 5'2. 0 0 Total ___ PayJl)~:At.s: \, . O O / B~la·n~e~_,D'.µe":' \ 752. oo Fee description / 1• ·-.,,,,, ,, , , ,JJjr;i ts ,,F~€);1'.Uni t\ Ext fee Data f , ! ~ l; ' \ .. , \ '· , ,\ ---------------------,----;'----... --I _________ _,; __________ • ,-~"£h --. ..,.., ------------------ Enter Office Square jF00-tgge , , <c:-. --;:r, ·--T1'1;.5~· ,-:;;1 \ , \ :,-:,,,,) \ • 6 2 <Enter CREDIT ED Us> / -------_,,, >"'-· ·. :: -~;:.),--~2 2 :'/ ::( .--· -. 2 2 ,..,..,.{ ,. ,/7 .. Total ED Us ' . 4 0 Sewer Fee : -:·.-',_,' 722. 00 Enter Sewer EDUs anq Benefit '/lj.~e/a}/>, , >} .f.(o,, 30. oo G * SEWER TOTAL \ ', "--,:/'-,,_, \ :·],, \; f 752. 00 t ~'-,,., ' I~',' _,.,.,, ~ ';,\ 1>:-', ( / \ / ~--.. \~~--; ( , : ,,./ ; \ I "'"/ ~,, .. .,,..,, ( \ : -/ \ "• / / 1NCOSPOR.'\T20 " ---.. ,c.•,;\:: / rJ/ l : ' , I 'f , ,,, ~ J ~} , __ ,,,, CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 PERMIT# CB941184 DESCRIPTION: 14430 TYPE: ITI CITY OF CARLSBAD INSPECTION REQUEST FOR 11/29/94 SF WHSTO /MFG/OFFICE STE: INSPECTOR AREA TP PLANCK# CB941184 OCC GRP B-2 CONST. TYPE VN LOT: JOB ADDRESS: 2777 APPLICANT: PETTY, R. CONTRACTOR: -LOKER AV WEST G. PHONE: 619 458-944 OWNER: REMARKS: MW/RICK/458-9440 SPECIAL INSTRUCT: TOTAL TIME: --RELATED PERMITS-- CD LVL DESCRIPTION 19 ST Final Structural 29 PL Final Plumbing 39 EL Final Electrical 49 ME Final Mechanical PERMIT# CB901086 SE900021 CB891205 SE890112 CB901469 SE910058 SE910071 CB911710 FS930012 AS940052 CB941132 AS940066 SE.940063 AS940059 CB941215 CB941228 CB941253 TYPE. PLUM swow CTI swow CTI . swow swow PLUM FIXSYS ASTI ITI ASTI swow ASTI PLUM ITI MISC PHONE: PHONE: STATUS EXPIRED ISSUED EXPIRED ISSUED EXPIRED ISSUED ISSUED EXPIRED ISSUED ISSUED ISSUED ISSUED ISSUED ISSUED ISSUED ISSUED ISSUED ACT COMMENTS L _____ _ $--- --------------------------------------------------------- ***** INSPECTION HISTORY***** DATE 112194 111094 110394 110194 102494 101894 101794 101794 101794 101794 DESCRIPTION Final Combo Final Combo Final Combo Final Combo Rough Combo Interior Lath/Drywall Frame/Steel/Bolting/Welding Rough/Topout Rough Electric Interior Lath/Drywall ACT INSP CA TP PI TP CO TP NR TP AP PK AP TP AP TP AP TP AP TP PA TP COMMENTS DROP-IN LIDS WALLS/LIDS BATH WALLS, HARD LIDS/ND WALL BRAC WALLS/HARD LIDS ONE SIDE COd 600 November 28, 1994 Mr, Tim Phillips city of carlebad Building Department 2075 Las Palmas Drive Carlsbad, Calif. 92008 :Re: Pennit ICB94.1132 Smith & Nephew Oonjoy Inc. Dear Mr. Phillips! At the request of the general contractor, we a~e reviewed the ~oof ing pr·oduet used to ,:epair the mechanical penetr~ti<ms and skylight curbs. The pr·oduct that. was used is a single ply 'Dibit n' 1·oof membrane. Based on the manufacturers recornmendati n and written specification, we h~ve agreed that cant st ips will not be required. Please aooept this letter as an amendment to the rawings, removing the requirement for cant strips. Sincerely, ~rctiitects 'lSN08 ~l13d -~·~ sa,o BS~ Z:0 39'v'd H8~'v' 3N01S~3N~08 8'v'd 9886LL9519 5p:01 P661/6Z:/11 POOR QUALITY ORIGINAL S ) .. ) I 'I ', ~;~•,' • •. I .... ' ., Dibiten roof membrane tp allow positiye dralnqe of aJI water. Roof. drains shalt bo In. sufficient number and siza to permit sadsfaotory and rapld draina,e of the root 1urf'aco. The condensatlon of the aircomlitlonina or oihetproceSI Uqufda should not be allowed to dischar10 dirootly onto the roof membrane. · ,, I £.xpanalort Joint, . &panaio11 Joint• are designed lnto atructurea to p.revo,1troora.na membrane from belns damaacd by 1a1es caused by expamlon end contraction of auuctural compo.nenta. Tho~1pon1lblllty for place• fflent of the e,tpan.slonjolntl Niall with the dc1l1ncr ot ~hltect. In a•neraJ expan,lon Jolnu ahoutd be provided under the followina c:ottditlort,: I I ' ' I Every 200 to 300 Uneal tut of roof deck. Whero tteel framins. 1tnu:turat ,tetl~ or decklns chan&e dli.etion. · ' 'Where ttparate wina, of .. U''. · ••t. 11, 1'T'• o eonfiauratiot11 e,i;ist. Where the deck type chMaea. ,uch deck and a prte11st concrete deck A Throuahout the ,ooflna system expanaion, or contn.ctlonjolntt a lltNQtural steel, declfl'naterial, or .. Whcnevtt •'addltlon1•• arc connect buJldinas. rever control, rovided in the k system, At junction, of exposed canopio•. overhang loadina d~ka co accommodate movement ~auied by V&l)'ins ambiont temperature,. ,•'. · .. · T~ be et'tectivc~ e~ans on Joints must be ~ndnu- ous along the brciik int e atructure. Tuey muat not .. · · be tenntnated short of tie edge ~, the roof deck~· .. ·. ' Insulation or roormg membrane should never bridge expansion join • Construction "ties11 must . be removed for txpans 11 jointa to fUnctlon ptop .. erl)', S,tpanstan. joirttS houtd be elevated· ac Jeut 411 above the rooflLltfa and should not be located in tho vw1eya, Area dJvl crs ot cuntrotjohu• Mhould not be substituted for ot con,ddcrcd e1tponston Joints. I· Vapor Retardera The an:hitcet or cnaln r is responsible for deter .. min!ng th• neod for pro !ding a vapor r~tarder. The decision 1hould consl r the f ollowJng: Climatic Condition• Building Use Deck Type sence ot a vapor rer rooflna •yitams, ·• . Cant Strips for tho use of or nwithba Cant ~trip:c nrt not r quired in Dibiten roofing tystcms. However, if ant strips are specified they must be made of a non ombustfblc material 1nd be comp1etel)' coverc4 w • h an appropriate ba11 aheet. · (See al$0 Saf,ry, Sect n 5, p,98.) Ocnern~ty. us~ of ln ulatlon Is not required Jn Wherever re-cntey comert occur, Oibiten USA specific ions (ref et to the U.L, Speci- ,/1,•ttllmu; 1tcc:11im of th ma11ut1l, J>ART 6.4, for IX• -' W131Gener,1 ' ZOd BOO ·1sNOO A113d -~-~ 88LO 85u ss:60 vz-tt-v6Gt £0 38~d HO~~ 3NOlS~3N~OO O~d 9886LL96T9 5p:0r P66T/6G/TT I"'\ t~r..,1 n 1 \<Ag4 REC'EJ\ff\i ,: FINAL BUILDING INS.PECTION DEPT: BUILDING ENGINEERING ~FIRE~ PLANNING U/M WATER PLAN CHECK#: CB941184 PERMIT#: CB941184 PROJECT NAME: 14430 SF WHSTO /MFG/OFFICE ADDRESS : Q::to/~R~:il:::~ST----., CONTACT PERSON/PHONE#: MW/RICK/979-0852 SEWER DIST: CA WATER DIST: CA DATE: 11/01/94 PERMIT TYPE: ITI BY: t./vniL,M INSPECTE~~ DATE l -I I/ V INSPECTED: II efr-X4"r APPROVED ~ DISAPPROVED INSPECTED BY: INSPECTED BY: COMMENTS: DATE INSPECTED: DATE INSPECTED: APPROVED DISAPPROVED APPROVED DISAPPROVED DATE: ESGIL CORPORATION J0-7-9(/-' 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-14-68 JURISDICTION: CJ tV op 09-eL ';? 814-b PLAN CHECK NO: 9 </:-,.... II gt./-SET: & PROJECT ADDRESS: 2-777 LO/c:.,eJ::..,,, P/-UGF uJl:i5T PROJECT NAME: 0 ~ C!-Q /.114-JJ~.I W ~-e-T. J: • D D 0 D The plans transmitted herewith have been corrected where necessary and substantially comply with the .jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdic~ion's building codes when minor deficien- cies identified -rL~t? S ez2· I?-~ 1-9-eµ are resolved and checked by building department staff. The plans ·transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. o·The applicant's copy of the check list has been sent to: -O Esgil staff did not advise the applicant contact person that plan check has been completed. @ Esgil staff did advise applicant that the plan ~eek hav1 been completed. Person contacted: :D,14-J) 0 /' t?-77 -f · Date contacted.: /0-"1,...CJf Telephone #~(9) c;.,s-:e-9 CJ-!?() ~ REMARKS:(1 4P'PL!C/4-N'T -ro CA;/2-./2_1 [H7,;.g,p-vt?D SFT- oF f'L14-1J<!3 . -okJp Bo/ H. ?. Q;. CoHF'li J4-AJCCT C>F TtrU? .ZJ..e Dts,4/JLtz'P rk!,CGS5 /:?.eGll- L,'4--1/(Jtv:> To Bc;r Flt::-7,,,Q Vet:.IF/IFP 151, 7l/e, C-/T~ .3 ,, _ p t.-t?J4S CT 5 e7ir ki::::Vt .S IT[:> V 14-L t.--U4-T J O I\.) / By: ftBrs-]ZOl/EJJTl= Enclosures: _________ _ ESGIL CORPORATION to _ 7-CJc.t- 0GA OcM 0PC > " ,0(1/9f Date 1 4/t:z/"1?'=' · Jurisdiction CARLSBAD Prepared bys &8~ Y e.@) l s &V '1 VALUATION AND PLAN CHECK FEE o Bldg. Dept. 0 Esgil PLAN CHECK NO. Cf't..f-1/gt./,, BUILDING ADDRESS J-777 Lo~Gf2-RUG' WG !.'/ APPLICANT/CONTACT _s--"--~ft ...... N ____ ..... Ti ___ RA-C _______ ~"'---PHONE NO. Q,11) h 77 ~ 1.2f/O BUILDING OCCUPANCY ~-.2. DESIGNER PHONE TYPE OF CONSTRUCTION __ v_-_;J_'___ CONTRACTOR PHO_N_E ____ _ ----- BUILDING PORTION BUILDING AREA VALUATION VALUE MULTIPLIER C>FF/C!--5 7 t.T. I/JC ---..., l.~ ?}J\~ I -• = -, /.114-l'J/;(. f-J 1-,, _., IS-;-,J --• . ?Be )-.rr;1')1/?fl-CTl le ~C:.Z 1/d .( - .. . . - Air Conditionin~ Commercial .-. @ . Residential -. (cl .. Res. or Comm. Fire· S"Drinklers @ Total Value ~~( ./ll/, -rte@, 6 (:)(:) Building Perm it f' e e $ __________ -4/ ,~~;;___;:C:,::;__.0_...:;.,_(1?}~_..;Ji.$_r:.+J-l_&_~.....;,1_5tJ __ _ Plan Che ck f' e e--.:$~-----------'-/L.., _0_/--1{/-,1-----<-, _(JV __ .....;:$"---_'7_5_'-_·_Cf..:..3 __ CO H HEN TS._:--------------------------- SHEET-__ OF I )2/87 DATE: ESGIL CORPORATION· 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 JURISDICTION: CARLSBAD OAPPLICANT iiUR!SDICTr:~ PLAN CHECK PLAN CHECK NO: 9' 4--I I g 4-SET: J_ ----'--------------------- OFILE COPY QUPS QDESIGNER PROJECT ADDRESS: :L-7 77 LoK..GR... 19--t/~ PROJECT NAME: 6>'Fftc.,e:/ HA-NUF I Wr/-'SG' D D D The plans transmitted herewith have been corrected where necessary and substantially comply with the .jurisdiction's building codes. . . The plans transmitted herewith will substantially comply , with the jurisdiction's building codes when minor deficien- cies identified · are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified o~ the .enciosed check list and should be corrected and resubmitted for a complete recheck. fvi The check list transmitted herewith is for your information. ~ The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the ·. jurisdiction to return· to the. applicant· contact pers.on. ~ The applicant's.copy of ·the check list has been sent to: . s-el4-,'1 ,et1-c.y,: ,en s-r~ F 1 l St4-IV 'D1t;GO [z$j 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: ------------ 1 Date contacted: Telephone# ------------------0 REMARKS: _________________________ _ By: Bf)~ :[)OL/GI-JTE ESGIL CORPORATION ~GA ~CM O PC Enclosures: ----------- 9'-l~-CJ(/., PLAN mECK HO. : __ Cf_4,..;;._-_[_l_g_l/., ____ _ JURISDicrIOH: CARLSBAD -===------------ /?§H-00 ·RD .Sit? F 5fl/V Dtt?6o Cri--. Cf'ZI 2-/ OCCCJPANCY: __ ....,8"-----.2... _________ _ BUILDING USE: C>F-PtC€ fH;r;,vtA..FI. ~ H-~G' ( TYPE OF CONSTRUarIOH: _____ [/_r-_N ____ _ Date plans received by jurisdiction: Date plans received by Esgil Corporation: Date initial plan check completed: Applicant contact person: SerJ/1> 7)21J-C1 Tel.Gr() ~7?-<Jg g() FOREWORD: PLEASE READ C: .) Plan check is limited to technical requirements ACTUAL .AREA: __ .::_B:;...,;)__;.,.t ..;:5"lr:;__..a....;§";.._ __ "::;""·'"'"f-___ i_J.--"-, Df..)LJ;J/ contained in the Uniform Building Code, Uniform ALLOilABLE AREA:_) ___________ _ S'l'ORIES: ____ ,,__ ____________ _ HKIGBT: __ _.,,,...\ __ el{.:_.--{_S7_' 1b ___ _ J SPRINKLERS:_----"----------------- OCCCJPANT LOAD: _ _.......l!_cf--__ C_T_._.L_,_6 1_~_½..._ REMARKS: -==-· II IS /.JJ1i -I/ H #-t0 u F ;tr ctr l,f.,r-, tJ G :::= 15 , ? , r (_!:i:!P .c. b 7 I gt I I~ L§!_-?J _!::2 r; - ' tttf Plumbing -Code, Uniform Mechanical Code, National }i:lectrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. based on the 1991 UBC. Code sections cited are The circled· ·items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303(c), 1991 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process. note on this list ( or a copy) where each correction item has been addressed. i.e .• plan sheet. specification, etc. Be sure to enclose the marked up list when you submit the revised plans. NOTE: PAGE NUMBERS ARE NOT IN SEQOEHCE AS PAGES HAVING NO ITEMS NEEDING CORRECTIONS WERE DKLEIED. LIST NO. 41 CARLSBAD TENANT IMPROVEMENT WITHOUT SPECIFIC ENERGY ZONE DATA OR POLICY SUPPLEMENTS, 1991 UBC 0 Please make all corrections on the original tracings and submit two new sets of prints, to: o(Z. Esgil Corporation, 9320 Chesapeake Drive, Suite #208, San Diego, CA 92123, 0 r 0 5. 6. j. 0 (619) 560-1468. Please make all corrections on the original tracings and submit two new sets of prints, to: The jurisdiction's building department. Indicate on the Title Sheet of the plans, the name of the legal owner and name of person responsible for the preparation of the plans. Section 302(d}. Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes. Business and Professions Code. · Plans and calculations shall be signed by the California state licensed engineer or architect where there are structural changes to existing buildings or structural additions. Please include the California license number, seal, date of license expiration and date plans are signed. Business and Professions Code. Provide the correct address and suite number of tenant space on the plans. Section 302(d). Provide a note on the site plan indicating the previous use of the tenant space or building being remodeled. Section 302. When the character of the occupancy or use changes within a building, the building must be made to comply with current Building Code requirements for the new occupancy. Please provide complete details to show the building with comply. Section 502. UBC Section 304 require~_the Building Official to determine the total value of all construction wo:i:-k proposed under this permit. The value shall include all finish work, painting; roofing, electrical, plumbing, heating, air conditioning, elevator, fire extinguishing systems and any other permanent equipment. Please provide a signed copy of the designer's or contractor's construction cost estimate of all work proposed. Provide a plot plan showing the distance from the building to the property lines and the location of tenant space (or remodel) within the building. · 8 4/92 f-· ® f· /s. /6· P· 1/· On the first sheet of the plans indicate: Type of construction of the existing building, present and proposed occupancy classifications of the remodel area and the occupant load of the remodel areas. and the floor where the tenant improvement is located. Provide a note on the plans indicating if any hazardous materials will be stored and/or used within the building which exceed the quantities listed in UBC Tables 9-A and 9-B. A complete description of the activities and processes that will occur in this tenant space should be provided. A listing of all hazardous materials should be included. The materials listing' should be stated in a form that would make classification in Tables 9-A and 9-B i,'Ossible. The building official may require a technical report to identify and develop methods of protection from hazardous materials. Section 90l(f). If control areas are used for exceeding the exempt amounts of hazardous materials from Tables 9-A and 9-B, they shall be constructed of not less that required for a one-hour . occupancy separation. Section 404. The number of control areas within a building used for retail/wholesale stores shall not exceed two; the number of control areas in buildings with other uses shall not exceed four. Footnote 1, Tables 9-A and 9-B. The aggregate quantity of any hazardous materials "in use11 and "in storage" shall not exceed the quantity listed in Tables 9-A and 9-B for 11storage11 • Footnotes 2 and 3, Tables 9-A and 9-B. Provide a statement on.the Title Sheet of the plans that this project shall comply with. Title 24 and 1991 UBC, UMC and UPC and 1990 NEC. Provide a fully dimensioned floor plan showing -the size and use of all rooms or areas within the space being improved or altered, Draw the plans to scale and indicate the scale on the plan. Section 302(d}. Indicate the use of all spaces adjacent to the area being remodeled or improved. Show any existing fire rated area separation walls, occupancy separation walls, demising walls, shafts or rated corridors. Identify and provide construction details for proposed new fire rated walls. Specify on the plans the fire ratings of assemblies to protect penetrations or proposed openings in existing or new fire walls, floor- ceiling assemblies or roof-ceiling assemblies. 2 14· ¥· fa. Identify e_xisting walls to be removed, existing walls to remain and proposed new walls. Identify bearing walls, non-bearing walls, and shear walls. Show safety glazing in the following locations, per Section 5406(d): a. Where the nearest edge of glazing is within a 24-inch arc of either side of a door in a closed postion (unless there is an intervening wall between the door and the glazing or if the glazing is 51-011 or higher above the walking surface). b. Glazing greater than 9 square feet with the bottom edge less than 1811 above the floor and the top edge greater than 3611 above the floor ( unless the glazing is more than 3611 horizontally away from walking surfaces or if a complying protective bar is installed}. c. Glazing in shower and tub enclosures (;including windows within 5 feet of tub or shower floor). Prov"ide a section view of all new interior partitions. Show: (a) (b) (c) (d) Type, size and spacing of stud~. Indicate gauge for metal studs. Specify manufacturer and approval number or indicate 11to be ICBO approved". Method of attaching top and bottom plates to structure. (NOTE: Top of partition must be secured to roof or floor framing, unless suspended ceiling has been designed for partition lateral load). Wall sheathing material and details of attachment (size and spacing of fasteners). Show height of partition and suspended ceiling, and height from floor to roof framing or floor framing. Provide notes and/ or details to show that the floor and wall finish in toilet rooms are surfaced with a smooth hard non-absorbent material exten_ding five inches up the wall. Similar surfacing shall be provided on the walls from the floor to a height of 4 feet around urinals and within water closet compartments. Sectio~ SlO(b). Note on the plan~: "All ,-interior finishes must comply· with Chapter 42 of the UBC". Specify "Class ____ .flame spread rating·. (minimum) for ------------·" Note on plan that suspended ceilings shall comply with UBC Tables 47-A and 23-P. In buildings having floors and roofs of wood frame construction, other than dwelling or hotel occupancies, draft stop the area between the ceiling and floor above so that no concealed space exceeds 1,000 s.f. and no , horizontal dimension exceeds 60 L.F. (if space has sprinklers, then 3 1000 s.f. and 100 L.F.). Section 2516(f). 7/8/92 r· r· 0 /s. r· /1. In buildings having floors and roofs of wood frame construction, otlrer than dwelling or hotel occupancies, draft stop the area between the ceiling and roof above so that no concealed space exceeds 31000 s. f. and no horizontal dimension exceeds 60 L.F. (if space has sprinklers, then 9,000 s.f. and 100 L.F.}. Section 2516(£). Storage areas exceeding 1000 sq. ft. in connection with wholesale or retail sales shall be separated from the public area by a one-hour occupancy separation. If the entire building has an automatic sprinkler system, then the occupancy separation need not be provided. Section 702(c). An automatic sprinkler system shall be installed in rooms used by the occupants for the consumption of alcohol and in accessory uses where the total area of such unseparated rooms and assembly uses exceeds 5000 square feet. Section 3802(c). The tenant space and new and/or existing facilities serving the remodeled area must be accessible to and functional for the physically disabled. See the attached correction sheet. Title 24, Fart 2. The width of. the required level area on the .-side. into which doors swing shall extend 24 inches past the strike edge for exterior doors and 18 inches past the strike edge for interior doors. Section 2-3304, Title 24. Specify lever-type hardware for passage doors on floors accessible to the disabled. Section 2-3304, Title 24. If both sexes will be employed and the number of employees exceeds four, provide separate toilet facilities for men and women. If "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(c). A ______ -hour occupancy separation is required between. _______ occupancy and the ______ occupancy. Table 5-B. Ducts penetrating occupancy or area separation walls must have fire dampers. Section 4306 (j). In areas where the occup?-nt load exceeds __ , two exits are required. See _______ _ Table 33-A. Provide an exit analysis plan (may be 8 1/2" x 1111 or any convenient size). Exits should have a minimum separation of one- half the maximum overall diagonal dimension of the building or area served. Section 3303(c). 3 0 0 G 0 e t· f9· Sf· t· The maximum number of required exits and th~ir required separation must be maintained until egress is provided from the structure. Section 3303(a). Rooms with more than 10 occupants -may have .Q!ll! exit through~ adjoining room. Revise exits to ~omply. Section 3303(e). Exit signs are required whenever two exits are required. Show all required exit sign locations. Section 3314 (a). Show that exits are lighted with at least one foot candle at _floor level. Section 3313(a). Show the locations of· existing exits from the building and show the path of travel from the remodel area to the existi_ng exits. Note on the plans: "All exits are to be openable from inside without the use of a key or special knowledge". In lieu of the above, in a Group B occupancy, you may note "Provide a sign on or near the exit doors reading THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS". This signage is only allowed at the main exit. Section 3304(c). · -- Exit doors should be a minimum size of 3 feet by 6 feet 8 inches with a minimum door swing of 90 degrees. Maximum leaf width is 4 feet. Section 3304(f). Exit doors should swing in the direction of egress when serving an occupant load of 50 or more or when serving any hazardous area. Section 3304(b). Applies to door(s) ___ _ Regardless of occupant load,-a floor or landing not more than 1/2 inch below the threshold is required on each side of an exit door used for disabled access (may be 111 maximum where not used for disabled access). Section 3304(i). Doors should -not project more. than 7 inches into the required corridor width when fully opened, nor more than one-half of the required corridor width when in any position. Section 3305(d). .· . . . Revolving, sliding and overhead doors are not permitted as exit doors if the occupant load exceeds 9 or the exit door serves a hazardous area. Section 3304(h). Provide panic hardware in Group A,E,H-1,H-2,H-3 and I occupancies. Chapter 33. Double acting doors are not allowed when serving a tributary occupant load of more than 100, or when part of a fire assembly, or part of smoke and draft control assemblies or when , equipped with panic hardware. Section 3304(b). 5/28/92 0 r· 0 r· fo. Corridors must provide -eontinuous protection to the exterior of the building. Interruptions by an intervening room is not permitted. Foyers, lobbies or reception rooms constructed as required for corridors are not considered intervening rooms. Section 3305. Corridors and exterior exit balconies serving 10 or more occupants must be a minimum 44 inches wide and 7 feet high to the lowest projection. Corridors serving less than 50 occupants may be-a minimum of 36 inches in width. Section 3305(b). When two exits are required, dead end corridors and exit balconies are limited to 20 feet. Section 3305(e). Corridors serving 30 or more occupants shall have wa 11 s and cei 1 ings of one-hour construction. Show compliance or clearly show on plans which of-..t:he following exceptions has been satisfied: a. Corridors greater than 30 feet wide when the occupants have an exit independent from the corridor. b. Exterior sides of exterior exit balconies. c. Corridor walls and ceilings need not be of fire-resistive construction within -office spaces having an occupant load of 100 or less when the entire story in which the space is located is equipped with an automatic sprinkler system throughout and smoke detectors are installed within the corridor in accordance with their listing. d. Within office spaces occupied by a single tenant, partial height partitions which form corridors and which do not exceed 6 feet in height need not be fire resistive, provided they are constructed in accordance with Section 1705 and are not more than three fourths of the floor- to-ceiling height. Section 3305 (g). Section 3305(g), Exception 5, cannot be used for non-rated corridors in a fully sprinklered office space if the occupant load in the space exceeds 100. · Section.3305(g); Exception 5 does not apply to common corridors where the corridor serves as an exit for non-office areas (manufacturing, warehouse, etc.). Section 3305(g), Exception 5 is applicable only for corridors on one floor; the corridors on the lower level(s) must be rated if these lower corridors have openings into them from other levels. 4 f3· 0 f G ® e If non-rated corridors are used per Section 3305(g), Exe. 5, provide a reference to the corridors on the floor plan, noting: 1. Corridors are non-rated per Section _3305(g), Exception 5. 2. Smoke detectors shall be maximum 30' on center. 3. Power supply shall be dedicated branch circuit. Circuit disconnecting means shall be accessible only to authorized personnel and shall be clearly marked FIRE ALARM CIRCUIT CONTROL, with a lock-on device. If a tenant space utilizes Section 3305(g), Exception 5, then that , tenant space shall be separated from adjacent 'spaces by a demising wall constructed as for a one-hour corridor wall. Clearly show where the non-rated corridor system terminates and a rated corridor system collllllences. One-hour fire-rated corridors shall have interior door openings protected by tight- fitting smoke and draft control assemblies rated 20 minutes, except openings in interior walls of exterior exit balconies. Doors shall be maintained self-closing or be automatic- closing by action of a smoke detector per Section 4306(b). Doors shall be gasketed to provide a smoke and draft seal where the door meets the stop on sides and top. Section 3305(h). Total area of all openings, except doors, in any portion of an interior corridor, shall not exceed 25 percent of the area of the corridor wall of the room which it is separating from the corridor. Such openings shall be protected by fixed glazing listed and labeled for a fire- protection rating of. at least 3/4-hour. Section 3305(h)~ Show rated corridors, lobbies, reception or foyers cross-hatched on the floor plans. Provide a complete architectural section of the corridor, or exterior exit balcony, showing all_ fire-resistive materials and details of construction for all floors, walls, cei 1 ing and all penetrations. Section 3305(g). Show the location of fire dampers. Provide fire dampers at duct penetrations of fire- rated occupancy and area separations, shafts and corridor ceilings. Combination fire/smoke dampers are required at duct penetrations of rated corridor walls. Section 4306(j). 8/4/92 71· (i. 0 0 If a room with an exhaust fan has .a door opening into a rated corf!dor, show how make- up air will be provided to the room. The door cannot be undercut, nor can a louver in the door be provided. Section 3305(h)l. If building exceeds two stories and has an elevator opening into a rated corridor, show how the smoke and draft control provision of Section 3305(h) will be met. Either provide a separated elevator· lobby or a second door at the elevator entry meeting the provision. Section 3305 (j). If a second door is provided at the elevator entry, note that it will be readily openable from the car side without a key, tool or special knowledge or effort. Section 5106. New provisions in Chapter 43 of the 1991 UBC require special treatment of penetrations at fire-res is ti ve assemblies. Provide typical details on the plans showing how the fire- resistive integrity will be maintained at the following conditions (Include the manufacturers' names and ICBC numbers (or equal) for any sealant): A. THROUGH-PENETRATIONS (through the entire assembly): 1. Fire-resistive bearing walls and/or · walls requiring protected openings shall have penetrations protected with through- penetration fire stops having an F- rating, T-rating or complying with UBC · Standard 43-1, depending on their locations, sizes and combustibility. 2. Fire resistive floor/ceiling assemblies shall have penetrations protected with through-penetration fire stops having and F-rating, I-rating or complying with UBC Standard 43-1, depending on their sizes, combustibility and whether the penetrations are in walls above. B. MEMBRANE-PENETRATIONS ( through only one side of an assembly): 1. Fire-resistive walls (whether bearing or not and whether requiring fire protected openings or not) shall have penetrations ·protected with membrane-penetration fire stops having an F-rating or complying with UBC Standard 43-1, depending on their size and combustibility. Limited steel electrical outlet boxes (not exceeding 16 sq. in., nor more than 100 sq. in. for any 100 sq. ft. of wall) require no protection. 2. Fire-resistive ceilings shall have no penetrations, except for noncombustible sprinkler pipes and steel electrical outlet boxes as described above. NOTE: The plans should indicate the various fire-stop ratings required for all penetrations. Provide a note on the plans stating "Penetrations of fire-resistive walls, floor- ceilings and roof-ceilings shall be protected as required in UBC Sections 4304 and 4305". 5 j5. /.. ; ;rf. 91· Provide evidence of Health Department approval (for restaurants or for tenants using X-ray equipment). If nonflammable supply cylinders for medical gas systems are located inside buildings, show how they comply with UBC Section 702(c)4. ELECTRICAL BsE.. A-rrl\eit-E;:D Submit plan showing location of all panels. Submit panels schedules. Submit electrical load calculations Indicate existing main service size. Indicate existing total main service load. Indicate new additional loads. Indicate wiring method, i.e. EMT, metal flex. Show exit signs on the electrical lighting ·plan(s). As per Section 3313 and 3314 of the 1991 UBC, provide two sources of power to exit signs and exit illumination. Provide receptacle(s) within 25 1 of HVAC units. UMC Section 509. Provide multiple switch lighting controls per Title 24, Part 6. Provide mechanical ventilation in all rooms capable of supplying a minimum of 5 cubic feet per minute of outside air with a total circulation of not less than 15 cubic feet per minute per occupant. Section 605 and 705, UBC. Provide mechanical plans showing existing and proposed HVAC equipment, ducts and access to equipment. Detail access and working clearances to HVAC equipment. Detail disposal of main-condensate drainage· from air conditioning ~its. (UMC Section 510) ' Detail overflow (secondary) condensate discharge from air conditioning units that are in a ceiling space. (UMC Section 1205) Fire rated corridors are not to be used to convey air to or from rooms. UMC Section 1002. 6/25/93 Jef. PLUMBING Provide gas line plans-and calculations, showing pipe lengths and gas demands. UPC Section 1219. Provide drain, waste and vent plans. Provide· water line sizing calculations. UPC Section 1009. Detail how floor drain trap seal is to be maintained. UPC Section 707 (floor drain trap priming). Show P & T valve on water heater and detail drain line route from P & T valve to the exterior. UPC Section 1007(e). Show 1/411 per 1211 slope on drain and waste lines. UPC Section 407. Provide a drinking' fountain at each floor level in assembly occupancies (except drinking and dining establishments). UBC Section 605. Note on t,he plans that new water closets and associated flushometer valves, if any, shall use no more than 1. 6 gallons per flush and shall meet performance standards established by the American National Standards Institute Standard All2.19.2, and urinals and associated flushometer valves, if any, shall use no more than_ one gallon per flush and shall meet performance standards established by the American National Standards Institute Standard All2.19.2. H & S Code, Section 17921.3(b). ENERGY (9 Provide complete energy design calculations, including all existing design and new energy design for this building. See attached non- residential energy design checklist. For remodels in an existing conditioned space, show that the remodeled space will not use more energy than the existing space or show the remodeled space will conform to latest energy design standards. CITY OF CARLSBAD SUPPI»OOrr 1{z. Roof mounted equipment must be screened and roof penetrations should be minimized (City Policy 80-6). No wiring is permitted on the roof of a building and wiring on the exterior of a building requires approval by the Building Official. (City Policy) 6 1d4; All roof-mounted equipment shall be concealed [ from view. Provide structural detailing for the screening. HISCELI.ANIDIJS Please see additional corrections or remarks that follow, To s·peed 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. C\ Please indicate here if any changes have been CJ made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please check. ____ Yes _____ No The jurisdiction has contracted w_ith Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1468, to perform the .. plan check for your project. If you have any questions regarding these plan check items, please contact _______ _ ./}[3(;' I)OLI C? /v((d at Esgil Corporation Thank you. Enclosures: l. __________________ _ 2. _________________ _ 3. __________________ _ 6/25/93 7 JURISDicrIOH: (!_A~ t.. 5 .($ ;4 JO PI.AH CHECK mmER: 91.-f -//e 'f -re--z ''A,1cA - DATE:_----,9=--~_-9_-_9_¥ __ _ Iii, GLEN ADAMEK PLAN CHECKER: D D--- c,., tG' AJ v-'<.. ;;;;;;~ . 5 5 /-7""""~ JURisnrcr10N:_..;;;O...;.m.z..;..:._1-_s __ 1?_Pr_P ______ _ DA.TE: Cf-2-Cf-9 ~ ~Gm{ A1WID{ PLAN UlECKER: D PLAN raECX mmER: 9<£, -11 g [}--, 2 --------------D--- 1-1 e. e, ~ /l rJ; <!.., 1 7""Ml.1 h y,"'7(.,f,.,lt,f' /.,.t.N, 7'.S ON Sr-te.r-e-7 P h,c <;; Cw ,,r,,,, /J(S"',._, /4-«J...., 41 ( A.J Q7 .,ad I ///-1-1 d USt:!" rt~ "J"'uK cI~ } ,, .,,,.- -c W 14--,Cl"l"t.. L. ·, ,, .. n,t s ,.,z (Jf~ L,.e, 0 /<. 7a t3 6, UAJ~ t.C>'?. SI l!. .x::; tf I"'< s,~/'U ~ -rA-/S(,,,t.J ~ .....-2~ \) 1-0 I.!;.::; • A.-<.("" ,.4--s ~ ~~Al,t~<!.-?" I W A-71.!";c. t.,~cr CA-LC. kl-A-'7/'0A.;)S A-,u,:::; t,...) 14 7 er-I,(_ t°,,,otf .s I c?!: cl"" .S :3 ,..,,, 0 e,J IIJ 0,0 7°"Ha P,4-~!1 • J l°~or.J,«:)Q V <rA.J.., !> ,-/-o l't. EAc..M h X "'7'u_/l't..t.fr' -r-;.;~;/J, I-< P1.. u,...., ~,.u c::; h-oo"'-. /2,4-,u~ ICJo ,ua-, /"1A7"(!..1,,1 I .I-I i.5· / .,; 0 ,;t,1 15' ..,-I? t !' .. t:),.p_A w I "'-.J ~ s. /... JC) a' '1' A I '-/1r,1,v Co,._, K} a,0 s A-7t_C" ,()/?A1.v A-t:;t..r J:Aa,,.,,,,,_ A/c U.J0 If <; ~ .£) r:, ' ..._, 1" ~ or-,.() I S ~ 0 !> ,.::i..-c-, SPloCA.J /Pou ,:re= :Q-/:::' ,0/e. .4-J ~ ~-, A..J a-s AA-J,.!:) ,0,.-;~054'-, M WA!?.tr ,',/ou. ~I.S'" VaA.J --r:1 '-A-710 .v CA1-(.'./..(.t_,4-'"1/0IJ..J > 0"-..) .SH tS t£ 1 H-'Z. At1._er A.Jo-r A <?..C.<r~.,. A.dt..-<S', ,.. I '1' -r,--'A .A i,u ~ J/{Z°I...) .,.,,_,,47"014..5, ,44~(,$ A.)(!) '1" ./-1 ~t!.H/.1-NIC.. ,Ir; 1/ tE' N '1' 1 '--;'f ?" o re c; ,. r'£ c.rA-_s ,5' C!o"'2..,t(} ~a,,,, • JURlfIDICIIOH: C A:R L.SBA-D PLAN CHF.CK mmrR: 94-[ \ e4 PLAN CBECXER: CHUCK MENDENHALL /- / / /- Submit complete electrical -plans reflecting the full extent of work to be performed, .including but not limited to the following as applicable. Submit complete service and feeder one- line diagram. HEC 215-5. Show the Available Fault Current (Isc) from the Utility Co. and at equipment where the Isc exceeds 10,000 amps. Show the ampere interrupting capacity (AIC} ratings of service and subservice equipment. HEC 110-9, 230-65. 0 Show the method used to limit fault currents to 10,000 amps on branch circuits. Show fuse letters if used (i.e., JJN, A3T, LPN). Show fuse/breaker size(s). HEC 240-6. Show each building disconnecting means. NEC 230-84. Show conduit and wire sizes • ..SEE... SGLOLO Specify wire type insulation (i.e. THWN). (AL. or CU) HEC ART 310. and Show the approximate length of feeders. Show the grounding system required for each building, structure, or service. HEC 250-24, 80(a), 81(c). Show the "nearest electrode" used for each transformer secondary ground system (i.e., bldg. steel, cold water pipe). NEC 250-26(c). .v(_ Show the grounding electrode conductor /-· size and wire type (AL/CU). NEC 250-94. y(. Submit load calculations. Include long / continuous loads (LCL) and largest motor loads. HEC ART 220. r"::\ Show/Identify new loads proposed for the ~ existing equipment. t::"\Indicate main service .3:i:e :,nd total Vload. ~ Specify wiring methods (i.e., EMT, Metal \.J Conduit). 09/04/92 PAGE: \ I I SET: _____ _ DATE: 9 /a_b/ 94- ~ Show location of Service(s). / . NEC 110-16, 230-2. J/. Specify dimensions of equipment rated / 1200 amps or more. NEC 110-16(c). u/. Provide the required access and entrance /--to working space for equipment rated 1200 amps or more and over 6 feet wide. NEC 110-16(c). r;.;-\Show location of all panels, load '-Jcenters, switchboards, and transformers. NEC 110-16, 240-24, 300-21. ;>!f_ Provide the required working space about / electrical equipment. NEC 110-16. L Submit complete panel schedule(s). ~ Provide overcurrent protection on the Vsecondary side of transformers. NEC 240- 21 Ex., 384-16{d). ,,L' Provide required transformer ventilation. /"'. HEC 450-9. r:;;:\Provicie receptacle(s) within 25 feet of l....:;;;d:/ ff:/ AC equipment. 1lHC 509. ,/ Provide the required 20 amp 1200 VA sign /. -circuit(s) and receptacle(s). NEC 600- 6(b)(c). / Provide 11uniform11 pattern lighting within sight of multiple switch lighting controls. CAC Title 24, 5319. ~When two or more exits are required, show "-=.,)exit signs on the lighting plan(s) at all required exits and specify them as being self-luminous or having a second power source (battery or generator). NEC 700- 16/UBC 3314. ~In all occupancies where the exit system \J s .. rves 100 or more occupants, provide a mir.imum of 1 footcandle emergency ilhuiination at the floor level and spe-i:y a second power source (battery or geneLator). NEC 700-16/UBC 3313. ~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. © , © DISABLED ACCESS REQUIREMENTS FOR REMODELS1 (includint: alterations, structural repairs, additions, tenant improvements and occupancy chani:es) GENERAL Full access compliance is required for remodels, including: 1. The specific area being remodeled, (i.e., the "new" work). 2. Existing elements in the path of travel to the remodeled area. (a)Parking, (b)Wallcs, (c)Hazards, (d)Curb Ramps, (e) Ramps, (f)Elevators, (g) Stairs. 3. Entrance to the remodeled area. (a)Entrance doors, (b)Exit doors. 4. Existing sanitary facilities serving the remodeled area. 5. Existing drinking fountains and telephones serving the remodeled area. REMODELS VALUED LESS THAN $79, 1192 When remodels are valued at less than $79,119, the total access compliance may be limited to the specific area being remodeled (i.e., "new" work), provided the following conditions are satisfied:. 1. The cost to upgrade the existing elements (described in A.2, A.3, A.4 and A.5 above) exceeds 20% of the cost of the proposed project, and 2. The enforcing agency determines that "an unreasonable hardship" exists (see the attached Form HCA-I, to be · completed by the applicant), and 3. The plans must still show upgrades to the existing elements, but only to the point where the cost to do so will equal 20% of the cost of the proposed project. In choosing which elements to upgrade, the following priority list should be used: (a) Entrance to the building (b)Route of travel (c)Restrooms (d)Public telephones (e)Drinking fountains (f)Other clements, such as parking, alarms, signage, etc. REMODELS $79,119 AND HIGHER2 When remodels are valued at $79,119 and higher, access compliance is required for the specific area being remodeled (i.e., "new" work), and for the existing elements (described in A.2, A.3, A.4 and A.5 above). Under some circumstances, certain existing elements (such as restrooms) need only comply with "equivalent facility" provisions in Title 24. This may be granted if the enforcing agency determines that "an unreasonable hardship" exists. D. REMODELS ABOVE OR BELOW THE FIRST FLOOR Certain types of facilities were formerly exempt from accessibility requirements when they were above or .below the first floor, but are now no longer exempt. These "special facilities" are: 1. Offices of physicians and surgeons 2. Shopping centers 3. Office buildings 3 stories or more high or more than 3000 square feet per story. 4. Other buildings 3 stories or more high or more than 3000 square feet per story, unless a reasonable portion of services sought and used by the public is available on an accessible level. ' In alteration projects involving buildings describt:tl above that were previously built without elevators, areas above and below the first story must be accessible. However, the 20% provision described in item B.3 above applies, even if the overall construction value exceeds $79,119. Note: 'If a remodel does not consist of one of the "special facilities" above, •Note: · and occurs on. a level not served by an elevator or ramp, compliance is still required as shown in items A. I, A.2, A.3, A.4 and A.5 above. In detamining the value of a remodel, the total costs of all improvements since January 26, l !?9~ along the same path of travel must be included (even if the previous remodels were done bt other tenants). The 20-pcrccnt provisions for determining if upgrade costs arc disproportionate and for detcrming the amount to spend on upgrades shall be based on this total value. Please complete the attached declaration form (Form DPCC). DATI 4/18/94 1Bascd on the provisions in Title 24, Part 2 ofthe California Building Code, Effective April I, 1994. DOCUMENTATION OF UNREASONABLE HARDSHIP.,, ~ Job Address _________________ Plan Check No ________ _ owner Date ------------- It is requested that the above named project be granted an exception from the reguirements of the State of California Title 24 handicapped ·accessifiility provisions, as specifically noted below: 1. EXCEPTIONS REQUESTED ESTIMATED COST OF ITEMS TO BE EXEMPTED 2. The cost of all construction without excepted items, is: ------- 3. The impact .on financial feasibility of the project, if the requested exception is not approved is: ______ ...,..... _____________ _,__ 4. The facility is used by the general public for the purpose of: ---- 5. The exceptions being requested will not penalize handicapped accessibility as equivalent facilities are available as follows: --- 6. Exceptions requested, and data provided, by: ADDRESS . SIGNA'rO.RE ·. . 1I1ELEPHONE Department Use Only Findings and Decision of the Enforcing Official: Signature of Enforcing Official Date HA-1 010190 " Jurisdi~tion DECLARATION OF PREVIOUS CONSTRUCTION COSTS* Building Address: __________________________ _ Project Address (suite#): ______________________ _ Plan Review #: ------------- Building Owner: ____________ Telephone: ___________ _ Applicant:. _____________ _ Telephone:_-___________ _ ****************************************************************************** I HEREBY DECLARE that_the total costs of all improvements since January 26, 1992 along the same path of travel leading to the above project address to be: -=-------------- ****************************************************************************** Owner (or authorized agent) Address Signature Date *In order to determine if your project may qualify to file for an unreasonable hardship, the total cost of all construction over the previous three years (since January 26, 1992) must be documented (Title 24, Section 3112(a)ii Exc.2). The cost must include work done by other tenants along the same path of travel. · c:\disablcdldpcc.k< April 18.1994 DEPARTMENT OF STATE ARCHITECTURE-NON RESIDENTIAL · ~ TITLE 24 DISABLED ACCESS REQUIREMENTS~ SCOPE: C..r s[-1-ot.J fol(_, 71/v> ~ n+-ltr A-Pf~ -. .._,____ _______ ..,,.,,,---_______ ~ The following disabled access items are taken from the1991 edition of California Administrative Code Title 24, applicable as of April 1, 1994. Per section 110 B, all publicly and privately funded public accommodations and · commercial facilities shall be accessible to persons with physical disabilities as follows: (1) Any building, structure, facility, complex, or improved area, or portions thereof, which are used by the general public. (2) Any sanitary facilities which are made available for the public, clients, or employees in such accommodations or facilities. · (3) Any curb or sidewalk 1ntended for public use that is constructed with pri\<ate funds. (4) All existing acco'mmodations when alterations, structural repairs or additions are made to such accommodations. · GENERAL: To assure that barrier-free design is incorporated in all buildings, facilities, site work and other improvements, these standards apply to all additions, alterations and structural repairs. These standards incorporate the requirements covered in Title II and Ill of the Americans with Disabilities Act of 1990. Items preceeded with an asteri~k ("} are examples of changes that have occured since the previous regulations. . NOTE: All Figures and Tables referenced in this checklist are printed in California Administrative Code, Title 24. . SITE ACCESSIBILITY: A. Site development and grading shall be designed to provide access to all entrances and exterior ground floor exits, and access to normal paths of travel, and where necessary to provide access, shall incorporate pedestrian ramps, curb ramps, etc. B. " When more than one building or facility is located on a site, accessible routes of travel shall be provided between buildings and accessible site facilities. C. At every. primary public entrance and at every major function along or leading to an accessible route of travel, there shall be a sign displaying the international symbol of accessibility. Signs shall indicate the direction to accessible building entrances and facilities. D. Where stairways occ;:ur outside a building, see section 3306(q} for requirements. DISABLED ACCESS PARKING SPACES: A. " The required number of accessible parking spaces in new facilities "{or in existing facilities where a change of occupancy occurs) is as follows per Table 31 A: 1. " 1 for each 25 spaces up to 100 total spaces. 2. 1 additional space for each 50 spaces for between 101 and 200 total spaces. 3. 1 additional space for each 100 spaces for between 201 and 500 total spaces. 4. For between 501 and 1000 total spaces, a minimum of 2% of the total number of spaces is required. 5. For greater than 1000 spaces, 20 plus 1 for each additional 100 spaces. 6. If total number of spaces is less than 5, one shall be 14'0" wide and line to provide a 9'0" parking area and 5'0" loading and unloading area. There is no requirement that this space be identified or reserved for the exclusive use by persons with disabilities. B. " Outpatient facilities require a minimum of 10% of the total number of spaces to be accessible. If facilities specialize in treatment of people with mobility impairments, a minimum of 20% of the total spaces shall be accessible. See section 3107 A{a)3.a and b. · C. " Valet parking facilities shall provide a passenger loading zone located on an accessible route to the facility entrance. The space requirements of section 3107 A apply to facilities with valet parking, per section 3108A{c}. D. " Accessible spaces shall be located as follows, per section 3107 A(a) 1: 1. On the shortest possible route to an accessible entrance when serving a particular building. 2. On the shortest route of travel to an accessible entrance of a parking facility. DA1/NR/G Non-Residential Access Requirements Plan Review Correction List Page 2 April 15, 1994 3. Dispersed and located closest to accessible entrances where buildings have multiple accessible entrances with adjacent parking. ' Note: This section does not apply to existing facilities where local ordinances-preclude requirements unless a change of occupancy occurs. E. Single spaces shall be 14'0" wide and outlined to provide a 9'0" parking area and a 5'0" loading and unloading area on the passenger side of the vehicle. When more than one space is provided, in lieu of providing a 14'0" space for each space, two spaces can be provided within a 23'0" area with a 5'0" loading zone between each 9'0" wide space. Each space is .to be a minimum of 18'0" in depth. See section 3107A(b)1. NOTE: See Figures 31-18A, 31-18B and 31-18C. F. A bumper or curb shall be provided and located at each space to prevent encroachment of cars into the required width of walkways per section-3107 A(b)3. ..: G. The maximum slope of parking surfaces in any direction shall not exceed 1/ " per foot (2.083%) per section 3107 .1 (b)4. The maximum slope at the passenger loading zone shall n6t exceed 2 %. . H. Parking spaces shall be identified by a reflectorized sign permanently posted immediately adjacent to and visible from each space, consisting of a profile view of a wheelchair with occupant in white on dark blue background. The sign shall not be smaller than 70 square inches in area and, when in a path of travel, shall be posted at a minimum height of 80" from the bottom of the sign to parking space finished grade. Signs may also be centered· on the wall of the interior end of the parking space at a minimum height of 36" from the parking space finished grade, ground or sidewalk. Spaces complying with section 3107 A(b)2 shall have an additional sign "Van-Accessible" mounted below !he symbol of accessibility per section 3107 A(c). In addition, each accessible space is required to be marked with the international symbol of accessibility. I. An additional_ sign shall also be posted in a conspicuous place at each entrance to· off street parking facilities, or immediately adjacent to and visible from each stall or space. The sign shall be not less than 17" by 22" with lettering not less than 1 " in height. Per section 3107 A(c) required wording is as follows: "Unauthorized vehicles parked in designated accessible spaces not displaying distinguishing placards or license plates issued for persons with disabilities may be towed away at owner's expense. Towed vehicles may be reclaimed at ____ or by telephoning ____ " J. Where provided, all passenger loading zones and at least one vehicle access route from site entrances and exits shall have a minimum vertical clearance of 114" per section 3108A(b)2. K. Space(s)·shall be located so that disabled persons are not compelled to wheel or walk behind parked cars other than their own per section 3107A(b)3. · L. All vertical entrances to and vertical clearances within parking structures shall have a minimum vertical clearance of 8'2" where required for accessibility to accessible parking spaces . . M. * A minimum of one in every 8 accessible spaces shall be served by an access aisle 96" minimum width and shall be designated van accessible per section 3107 A(b)2. All such spaces may be grouped on one level of a parking structure. N. * Provide a passenger access aisle, 60" by 20'0", adjacent and parallel to the passenger loading space per section 3108A(b). CURB RAMPS: NOTE: See Figures 31-19A through 31-22. A. Curb ramps shall be constructed at each corner of street intersections and where a pedestrian way crosses a curb per section 3106A(e). · B. Curb ramps shall be a minimum of 48" wide with a maximum slope of 1:12 (8.33%), per sections 3106A(e)2 and 3106A(e)5. The lower end of each curb ramp shall have a 1/ " lip be beveled at 45 2 degrees. C. * The landing at the top of the curb shall be level and 48" minimum depth for the entire width of the curb ramp or the slope of the fanned or flared sides shall not exceed 1 :8 (12.5%), per section 3106A(e)4. D. The surface of all curb ramps and its flared sides shall be slip resistant and contrasting from the adjacent sidewalk finish per section 3106A{e)6. E. All curb ramps shall have a grooved border 12" wide at the level surface of the sidewalk along the top and each side approximately 3/" on center per section 3106(e)7. . F. * Detectable warnings extending t~e full width and depth of the curb ramp inside the grooved border if the slope is between 1:15 (6.66%) and 1:20 (5%), per section 3106A(e)8. This shall consist of raised truncated domes with a diameter of 0.9" at the base tapering to 0.45" at the top. Spacing shall be 2.35" DA/NR/G Non-Residential Access Requirements Plan Review Correction List Paga 3 April 15, 1994 center-to-center. NOTE: See Figure 31-23. G. Locate curb ramps to prevent obstruction by blocked cars per section 3106A(e)9 •. H. The slope of adjacent surfaces, including street and gutter, within 4 feet of ramps shall be limited to a maximum of 1 :20 (5%), per section 3106A(e). WALKS AND SIDEWALKS: A. B. C. D. E. F. G. H. I. J. .. Walks sloping greater than 1 :20 (5%) must comply with the ramp requirements of section 3307 per section 3324(c) .. Walks shall be 48" minimum in width and have slip resistant surfaces. The maximum cross slope shall not exceed 1/ " per foot per section 3324(a).3 If the enforcing agency finds that an unreasonable har~ship exists; then the maximum cross slope may be increased to a maximum of 1 / " per foot for distances not to exceed 20 feet. . Abrupt level ch!nges shall not exceed 1/ " along any accessible route. When changes do occur, they shall be beveled with a slope of no greater thin 1 :2. Level changes of 1 / " or less may be vertical. Note: If level changes exceed 1/ ", they must Qomply with requirements of curb ram·ps. At each gate or d6or, a 60" x 60" level area is required when the gate or door swings toward the walk per section 3324(e). Walks shall extend 24 • minimum to the side of the strike edge of a do.or or gate that swings toward the walk. NOTE: See Figure 33-2. Provide 80" minimum headroom from all walkway surfaces to any obstruction per section 3325(b). At walks with continuous gradients, level areas at least 5'0" long a·t intervals of 400 feet are required per section 3324(f). Grating openings are to be limited to a maximum of 1/" in the direction of travel per section 3324(b). Provide 36" wide detectable warning material at the 6oundary between walkways and vehicular ways. Material shall comply with criteria of section 3325A(c)1, per section 3325(e). Where more than one route is provided, all routes shall be made accessible per section 3103A(i)2 • PEDESTRIAN RAMPS: A. A path of travel with a slope exceeding 1 :20 (5%) shall be considered a ramp per section 3307(a.1 ). Handrails are required to be provided at each side of ramps. B. The maximum allowable slope for accessible ramps is 1 :12 (8.33%), per section 330i(e.1 )1. Provide the " least possible slope for all ramps. · C. The maximum cross slope at walks and sidewalks shall not exceed 1/" per foot (2%) per section 3324(a)3. If the enforcing agency finds that an unreasonable hardship exi~ts, then the maximum cross slope may be increased to a maximum of 1/ " per foot (4%) for distances not to exceed 20 feet. D. Ramp surfaces shall be slip resistant, per sehion 3307(9). · E. Landings are required at the top and bottom of all ramps, per section 3307(d.1 ). The bottom landing shall be a minimum of 72" in the direction of travel and the top landing shall be a minimum of 60" x 60". F. A 60" intermediate landing is required at maximum elevation changes of 30". A 72" landing is required at direction changes exceeding 30 degrees per section 3307(d.1 )6. G. When a door swings over the top landing, the minimum depth of the landing shall equal to the door width, plus 42", per section 3307(d.1 ). H. Strike edge distances to door shall be 24" at exterior ramps (and 18" at interior ramps), per section 3307(d.1). ·. I. • When the slope of ramps exceeds 1 :20 (5%), handrails are required at each side, per section 3307(e.1 ). J. Handrails shall be 1 ¼" to 1 ½" in cross section and placed a minimum of 1 ½" from walls, per section 3307(e.1 ). K. Per section 3307(e.1 ), handrails shall meet the following requirements: 1. Be continuous. • 2. Located 34" to 38" in height above the ramp surface. 3. Have 12" extensions beyond the top and bottom. 4. Ends shall be returned. L. If ramp exceeds 1 O'O" in length (and ramp is not bounded by walls, curbs or wheel. guides shall be provided, per section 3307(h.1 ). M. • Wall surfaces, adjacent to handrails, shall be free of sharp or abrasive elements, (i.e., no stucco), per section 3307(e.1 ). DA/NR/G Non-Residential Access Requirements Plan Review Correction List ENTRANCES AND CIRCULATION: A. • All entrances and exterior ground level exits shall be made accessible, per section-3301 (h). Page4 April 15, 1994 8. • When a building, or portion of a building, is required to be accessible (or adaptable), an accessible route DOORS: of travel shall be provided to all portions of the building, to accessible building entrances and between the building and the public way. See section 3103A(i)2. A. Per section 3304(f), every required passage door shall have a minimum 32" clear width. 8. Door hardware shall be of the lever or push type and mounted 30" to 44" above the floor, per section 3304(c.1 ). _ C. Per section 3304(i.1 ),regardless of the occupant load, there shall be a level floor cir landing on each side of the door. The floor or landing shall not be more than 1/ " lower than the threshold of the doorway. Note: An exception is permitted for exterior landings, whic11 may slope up to 1/" per foot (2%) in any direction, for surface drainage, per section 413. 4 D. Per section 3304(c.1 ), all hand-activated door opening hardware shall -meet the following requirements: 1. Shall be centered between 30" and 44" above the floor. 2. Latching and locking doors that are in a path of travel shall be operated with a single effort by lever type hardware, panic bars, push-pull activating bars or other hardware designed to provide passage without the ability to grasp the opening hardware. 3. Locked doors shall exit in the direction of travel. E. The lower 1 O" of all doors shall be smooth and uninterrupted to allow the door to be opened by a wheelchair footrest without creating a trap or hazardous condition. Narrow frame doors may use a 1 O" high smooth panel on the push side of the door. F. Where turnstiles are used to provide fully controlled access, such as where an admission price is charged, a door or gate that is accessible to persons with disabilities, shall be provided adjacent to or within 30'0" from each turnstile entrance or exit. This passageway shall provide 32" clear opening and remain unlocked during business hours. G. The width of the level area, on the side to which a door (or gate) swings, shall be as follows per section 3304(i.1): 1. Extend 24" past the strike edge of the door for exterior applications. 2. -Extend 18" past the strike edge of the door for interior conditions. • 3. Extend 12" past the strike edge on the push side if door has latch and closer. H. The space between two consecutive door openings in a vestibule, serving other than a required exit stairway shall provide a minimum of 48" of clear space from any door opening into the vestibule when door is open 90 de~rees, per section 3304{i.1 ). Doors in series shall swing either in the same direction or away from the space between the doors. . I. Maximum effort to operate doors shall not exceed 81/ pounds for exterior doors and 5 pounds for interior doors. Such push or pull effort shall be applied at rig~t angles to hinged doors and at the center plane for sliding doors. Where fire doors are required, the maximum effort to operate the door may be increased to 15 pounds. See section 3304(i.2)1. J. " Per section 3304{i.1 )2.8, the level area at floors or landings shall have a length at least 60" in the direction of door swing and at least 48" {or 44" if doors don't have latches or closers) in the direction opposite the door swing. NOTE: See Figure 33-2. K. Where a door opens into a stair of a smokeproof enclosure, the required landing need not have a length of 60", per section 3304(i.1 )2D( 1 ). SPECIAL HAZARDS: A. Objects projecting from walls with their leading edges between 27" and 80" above the finished floor shall protrude no more than 4" into walks, halls, corridors,passageways or aisles. Objects mounted at or below 27" above the finished floor may protrude any amount. Freestanding objects mounted on posts or pylons may overhang 12" maximum from 27" to 80" above the ground surface or finished floor. 8. Abrupt changes in level exceeding 4" adjacent to walks, such as at planters or fountains, except between walks and adjacent streets or drives, shall be identified by 6" high warning curbs projecting at least 6" above the walk surface per section 3325(a) except when a guardrail or handrail is provided. If a guardrail or handrail is provided, no curb is required when a guide rail is provided centered 3" ( I_ 1 ") above the DA/NR/C-· Non-Residential Access Requirements Plan Review Correction List Page 5 April 15, 1994 surface of the walk or sidewalk. C. If a walk crosses or adjoins a vehicular way and the walking surfaces are not separated by curbs or other elements, the boundary shall be defined by a continuous detectable warning which.is 36ft in width. The surface shall be raised truncated domes in a staggered patten with a diameter of nominal 0.9ft at the base tapering to 0.45ft at the top, a height of 0.2ft and a center to center spacing of nominal 2.35ft. D. At transit boarding platforms, the pedestrian access shall be identified with a directional detectable texture. The raised bars shall be 1.3ft wide and 3ft from center-to-center off each bar. This surface shall be placed behind yellow detectable warning texture (truncated domes) and aligned with all doors of transit vehicles. NOTE: See Figure 31-23. E. If carpet or carpet tile is used on a ground or floor surface in a common use area, it shall have firm backing or no backing. The maximum pile height shall be 1 / ft. Exposed edges of carpet shall be fastened to floor surfaces and have trim along the entire edge of the hposed edge and trim ·shall comply with the requirements for changes in level. STAIRWAYS AND HANDRAILS: A. Handrails are required on each side of stairs, per section 3306(i.1 )1. B. • Handrails shall be located 34 ft to 38 ft above the nosing of the treads. C. Handrails shall extend a minimum of 12ft beyond the top nosing and 12 ft_ plus the tread width beyond the bottom nosing. . D. • The handgrip portion of handrails shall not be less than 11 / ft nor more than 11/ ft in cross sectional dimension or the shape shall provide an equivalent gripping Jurface. The handgrip2portion shall have a smooth surface with no sharp corners. E. • Handrails shall be designed to provide a grasping surface to avoid the person from falling. The spacing of brackets shall not exceed 8 feet and be such that the attachment is capable of withstanding a load of at least 200 pounds applied in any direction at any point on the rail. F. Per section 3306(p), approved stairway identification signs, showing whether or not a roof access exis~s. the floor level, and the upper and lower level of the stairway terminus, shall be located at each floor level in all enclosed stairways in buildings two or more stories in height. The information is to be shown using raised Arabic numerals and raised braille symbols which conform to section 3105A(e)3. The sign shall be located approximately 5'0" above the floor landing and readily visible when the door is open or closed. G. The upper approach and the lower tread of each stair shall be marked by a strip of clearly contrasting color at least 2" wide and placed parallel to and not more than 1 ft from the nose of the step or landing. The strip shall be as slip resistant as the other treads of the stair. For exterior stairs, the upper approach and all treads shall be marked. H. * Tread surfaces shall: be slip resistant and smooth, rounded or chamfered exposed edges and no abrupt edges at the nosing. 'Nosing shall not project more than 11/ ft past the face of the riser above. Risers shall be solid (open risers are not permitted). 2 I. * Per section 3306(i.1)2F, handrails projecting from a wall shall have a space of 1 1/ ft between the wall and the rail. Handrails may be ·located in a recess maximum 3" deep extending at lea!t 18" above the top of the rail. Wall surfaces, adjacent to handrails, shall be free of sharp or abrasive elements, (i.e., no stucco) per Sec. 3306(i.1 )2.F. ELEVATORS: Per section 5103(d.1 l, in buildings two or more stories In height, served by elevator(s), all elevators shall comply with the requirements contained in Chapter 51 of Title 24. A. B. C. D. • Elevators shall be automatic and be provided with a self leveling feature that will automatically bring the car to the floor landings with a tolerance of ( + /) 1 / " under normal loading and unloading conditions. The clearance between the car platform sill and ttie idge of the hoistway landing shall be not greater than 11/ ", per section 5103(d.1)1. Th~ minimum clear width for elevator doors shall be 36", per section 5103(d. 1 )3. Doors shall be provided with a door reopening device, which will function to stop and reopen a car door and adjacent hoistway door in case the door is obstructed while closing. See sectioi:i 5103(d.1 )4 for additional requirements. Per section 5103(d.1 )6, the elevator car inside shall comply with the following requirements: 1. The minimum clear distances between walls, or between the walls and door, excluding return DA/NR/G Non-Residential Access Requirements Plan Review Correction List Page 6 April 15, 1994 panels, shall be not less than a. 80" by 54" (for center opening doors). b. 68" by 54" (for side-slide opening doors). c. Minimum distance from walls to return panel shall not be less than 51" NOTE: See figure 51-A for further details. E. A handrail shall be provided on one wall of the car, preferably the rear. The rails shall be smooth and the inside surface at least 11/" clear of the walls at a nominal height of 32" from the floor. Nominal = ( + /)1 ". F. Call operation buttons2 shall be within 3'6" of the floor. See section 5103(d.1 )8 for additional requirements. G. * Special access lifts may be· provided between levels, in lieu of passenger elevators, when the vertical distance between landings, structural design and safeguards are permitted by the State of California, Division of the State Architect, Access Compliance Section, the Department of Industrial Relations, .Division of Occupational Safety and Health, and any applicable safety regulations or'-Other administrative authorities having jurisdiction. H. If lifts are provided, they shall be designed and constructed to facilitate unassisted entry, operation and exit from the lift. See section 5107 (a) for specific requirements. SANITARY FACILITIES: A. 8. C. D. E. F. * Sanitary facilities that serve buildings, facilities, or portions of buildings or facilities that are required to be accessible to persons with disabilities, shall be made accessible U,!1Iess the enforcing agency determines that compliance with these standards would create an unreasonable hardship and equivalent facilitation is provided per section 3105A(b)1. · See exceptions to section 3105A(b) 1. regarding the requirements for equivalent facilitation under unreasonable hardship. · (1.) Accessible sanitary facilities must be usable by a physically disabled person within a reasonable distance of accessible areas. · (2) Equivalent facilitation would provide for either a lateral or front transfer toilet stall. NOTE: See Figure 31-1C. (3) Doors shall have a clear and unobstructed opening of a't least 30". Per section 3105A(b) 1.A, where separate facilities are provided for nondisabled persons of each sex, separate facilities shall be provided for the disabled persons of each sex as well. Where unisex facilities are provided for nondisabled/disabled persons, such unisex facilities shall be provided ·for the disabled. Where facilities are to be used solely by children, the specific heights may be adjusted to meet their accessibility needs per section 3105A(b) 1.8. Per section 3105A(b) 1.C., passageways leading to sanitary facilities shall have clear access widths as specified in chapter 33. All doorways shall have a minimum 32" clear opening and a level and clear area for a minimum depth of 60" in the direction of the door swing and 44" where the door swings away from the level and clear area. In addition, all strike edge clearance dimensions are required to be met. Doorways leading to mens sanitary facilities shall be identified by an equilateral triangle 1 / " thick with edges 12" long and a vortex pointing upward. Women's facilities shall be identified by a·circlt 1/ " thick, 12" in diameter. Unisex facilities shall be·identified by a circle with a triangle superimposed on thi circle and within the 12" diameter. The required symbols shall be centered on the door at a height of 60". See section 3105A(b) 1.D. See 3105A(e) 10 for additional signage. MULTIPLE ACCOMMODATION SANITARY FACILITIES: A. Sanitary facilities that serve buildings, facilities, or portions of buildings or facilities that are required to be accessible to persons with disabilities, shall be made accessible unless the enforcing agency determines that compliance with these standards would create an unreasonable hardship and equivalent facilitation is provided per section 3105A(bl 1. 8. Per section 3105A(b)3.A.(ii), a water closet fixture located in a compartment shall provide the following: 1... A minimum of 28" clear space from a fixture or a minimum of 32" wide clear space from a wall at one side. . 2. A minimum of 48" long clear space shall be provided in front of the water closet if the compartment has a end opening door (60" is required for side opening doors). 3. Grab bars shall not project more than 3" into the clear spaces indicated. C. Water closet doors shall be equipped with a self closing device and have a minimum 32" clearance when DA/NR/G Non-Residential Access Requirements Plan Review Correction List Paga 7 April 15, 1994 located at the end (and 34" when located at the side). See section 3105A(b)3.A.(iii). D. · When standard compartment doors are used, with minimum 9" clearance for footrests underneath and a self closing device, the clearance at the strike edge as specified in section 3304(i.1)2C. is not required. SINGLE ACCOMMODATION FACILITIES: A. * As per section 3105A(b)3.B., there shall be a sufficient space in the toilet room for a wheelchair measuring 30" x 48" to enter the room and permit the door to close. No door shall be permitted to encroach into this space. There shall be a clear floor space at least 60" in diameter, or a T-shaped space as shown in Figure 31-12 (al and {b). Doors are not permitted to encroach into this space.-· B. The water closet shall be located in a space which provides a minimum 28" clear space from a fixture or 32" clear space from a wall on one side. A minimum of 48" clear space shall be provided in front of the water closet. · C. For bathrooms serving hotel guest rooms, see section 1214(d). RESTROOM FIXTURES AND ACCESSORIES: A. B. C. D. In new construction, water closets in accessible restrooms shall meet the following requirements per section 5-1502: 1. The height of the water closet seat shall be between 17" and 19". 2. The controls shall be operable with one hand and sl:lall not require tight grasping, pinching or twisting of the wrist. · 3. The controls for flush valves shall be mounted on the side-of the toilet area and be no more than 44" above the floor. 4. The force required to activate the controls shall be no greater than 5 pounds of force. 5. In alterations where the existing fixture is less than 15" high, a 3" seat shall be permitted. Urinals in accessible restrooms shall meet the following requirements per section 3105A{h)4. and 5-1 503: 1. The rim of at least one urinal shall project 14" from the wall and be located 17" maximum above the floor. · 2. The force required to activate the flush valve shall be a maximum of 5 pounds of force. 3. The control mechanism shall be located a maximum of 44" above the floor. 4. A minimum of 30" x 48" clear floor space shall be provided in front of the urinaf. Lavatories shall comply with the following requirements per section 3105A{b)4.A., 3105A(h)4. and 5- 1504: 1. 2. 3. 4. A minimum of 30" x 48" clear space shall be provided in front of the lavatory for forward approach. The clear space may include knee and toe space beneath the fixture. The clear SP.ace beneath lavatories shall be a minimum of 29" high x 30" wide x 8" deep at the top and 91t high x 30" wide and 17" deep at the bottom from the front of the fixture. The maximum height of the counter top shall be 34" All hot water and drain pipes under the lavatory shall be insulated. The faucet controls and operating mechanism shall be of the type not requiring tight grasping, pinching or twisting of the wrist and have an operating force of not greater than 5 pounds. 5. If self-closing valves are used, they shall remain open for at least 10 seconds. Showers and shower compartments shall comply with the requirements of sections 5-1505 and 3105A(b)5. and 6: 1. Compartments shall be 42" in width between wall surfaces and 48" in depth with an entrance 2. 3. 4 . . 5. 6. opening of 36" minimum. NOTE: See Figure 31-2A. Grab bars shall comply with section 3105A(b)3.C.(ii), (iii) and (iv). They shall be located on walls adjacent to and opposite the seat and mounted 33" to 36" above the shower floor. NOTE: See Figure 31-2A. When a threshold or recessed drop is used, it shall be a maximum of 1/ " in height and shall be 2 . beveled or sloped at an angle of not more than 45 degrees from the horizontal. The shower floor shall slope toward the rear of the compartment to a drain located within 6" of the rear wall. Maximum slope of the floor shall be 1 / " per foot in any direction. The floor surface shall be of Carborundum, grit faced lile or of material providi~g equivalent slip resistance. A folding seat located on the wall opposite the controls and mounted 18" above the floor shall be provided. DA/NR/G Non-Residential Access Requirements Plan Review Correction List Page 8 April 15, 1994 NOTE: See Figure 31-2A. 7. The soapdish shall be located on the control wall at a maximum height of 40ft above the shower floe~ · 8. Showers in all occupancies shall be finished as specified in section 3105A(b)5 to a height of not less than 70ft above the drain inlet. 9. Where no separate shower compartment is provided, the shower shall be located in a corner with L-shaped grab bars extending along two adjacent walls with a folding seat adjacent to the shower controls. 10. A flexible hand-held shower unit, with a hose at least 60ft long si,all be provided with head mounting height of 48ft A.F.F. Two wall-mounted heads may be installed in lieu of the hand-held unit in areas subject to excessive vandalism per section 5-1 505. E. • Per section 5-1506, bathtubs shall be provided with a shower spray unit having a hose at least 60ft long that can be used as a shower. Enclosures shall not obstruct controls or transfer from a wheelchair. Tracks of enclosures shall not be mounted on their rims. NOTE: See Figures 31-8, 31-9A and 31-98. F. Grab bars shall comply with the following per section 3105A(b)3.C.: 1. Grab bars shall be located on each side or one side and ttie back of the physically disabled accessible toilet stall or compartment. They shall be securely attached 33ft above the floor and parallel except where a tank-type toilet is used which obstructs placement at 33 ft, the grab bar may be-installed as high as 36". · · 2. · Grab bars at the side shall be located 15" to 161/" i+ / 1-") from the center line of the water closet stool and be at least 42ft long with the front end ~osit1one~ 24 ft in front of the stool. Total length of bars at the back shall not be less than 36". 3. · The diameter or width of the grab bar gripping surface shall be 1 1/ " to 11/ " or the shape shall provide an equivalent gripping surface. If mounted adjacent to a wall,4the spa~e between the wall and the grab bar shall be 1 1 / ". · 4. See section 3105A(b)3.C.(iiif for structural strength requirements. NOTE: See Figures 31-1A, 3118, 31-1C, 31-2A, 31-9A and 31-98. G. • Per section 3105A(bl and (c), where lockers are provided for the.public, clients, employees, members or participants, at least one and not less than 1 % of all lockers shall be made accessible to the physically · disabled. A path of travel of not less than 36" in dear width shall be provided to those lockers. H. Where towel, sanitary napkins, waste disposal and other similar dispensing and disposal fixtures are provided, at least one of each type shall be located with all operable parts within 40" of the floor. Mirrors shall be mounted with the bottom edge no higher than 40ft above the floor. · I. Toilet tissue dispensers shall be located on the wall within 12" of the front edge of the toilet seat per section 3105A{b)4.C. ,· DRINKING FOUNTAINS: A. Where water fountains are provided they shall comply with section 3105A(d)1: 1. Water fountains shall be located completely in an alcove or otherwise so positioned so as to not encroach into pedestrian ways. 2. The alcove in which the water fountain is located shall not be less than 32" in width and 18" in depth. 3. See section 1507 of the California Plumbing Code for additional requirements. NOTE: See Figure 31-3 of Title 24 for specific dimension requirements. TELEPHONES: A. Where public telephones, or public pay phones, are provided they shall comply with the requirements of section 3105A(d)2: 1. A clear space at least 30" x 48" that allows either a forward or parallel approach by a person . 2. 3. using a wheelchair shall be provided. Clear floor or ground space for wheelchairs may be part of the knee space required under some objects . One full unobstructed side of the clear floor or ground space for a wheelchair shall adjoin another wheelchair clear floor space. If the clear space is located in an alcove, or otheryvise confined on all or part of three sides, additional maneuvering clearances shall be provided. Bases, enclosures and fixed seats shall not impede approaches to telephones by people who use wheelchairs. If telephone enclosures are provided, they may overhang the clear floor space required. See DA/NR/G Non-Residential Access Requirements Plan Review Correction List Paga 9 April 15, 1994 Figures 31-4 (a), lb), and (c). If enclosures protrude into walls, halls, corridors or aisles, the cord from the handset shall be at least 29" long. 4. The highest operable part of the telephone shall be 48" maximum as specified in section 3105A(h)4C and D and Figures 31-5C and 31-5D. Telephones mounted in a corner that require wheelchair users to reach diagonally shall have the highest operable part no higher than 54" above the floor. 5. Telephones shall be equipped with a receiver that generates a magnetic field in the area of the receiver cap. If banks of public phones are provided, then at least 25%, but always at least one per bank, including closed-_circuit telephones ·in a building or facility, shall be equipped with a volume control capable of producing a minimum of 12 dbA and a maximum of 18 dbA above . normal. 6. Public telephones with volume control shall be hearing aid compatible and shall be identified by a sign containing a depiction of a telephone handset with radiating sound-waves. 7. * If four or more public pay phones are provided and at least one is at an interior location, then at least one interior public text telephone complying with section 3105A(d)2l(ii) and (iii} shall be provided, per section 3105A(d)2l(i). Also, they are required for stadiums, arenas, convention centers and covered malls. · 8. Text telephones shall be identified by the international TDD symbol (See Figure 31-14). Directional signage is required to be provided, adjacent to all banks that do not contain a text telephone, indicating the location of the nearest text telephone: If a _facility has no banks, the signage shall be provided at the building entrance or building directory. NOTE: See Figures 31-4 (a), (bl, (c) and 31-5A, C and D for required specific dimensions. DA/NR/G REMODEL OR TENANT IMPROVE~ENT CONSTRUCTION VALUATION The Building Official is ma~dated by State law to det~rmine the value- of work proposed in each application for a Building Permit. The value to be used, shall be the total value of all construction work for which the permit is issued as well as all finish work, painting, roofing, electrical, plumbing, he~ting, air conditioning, elevators, fire exting- uishing systems and any other perma~ent equipment .. Uniform Building Code Section 304 (a) ******************************************** SITE ADDRESS_!... __ 7_7 __ 7 ________ ~_& __ A)_fZ"7 PLAN CHECK NO. 9f-//gl.t, DESCRIPTION OF PROPOSED WORK -------------------- AREA OF 0 REMODEL -----------------0 TENANT IMPROVEMENT -----------0 ADDITION. -----...:..----------- PROPOSED WORK INCLUDES: NEW SUSPENDED CEILING D YES D NO -, NEW HVAC t:J YES D NO NEW FIRE SPRINKLERS D YES D NO NEW PARTITIONS D YES D HO •? NEW PLUMBING D YES D NO NEW ELECTRICAL D YES D NO HAS A CONTRACTORS ESTIMATE BEEN RECEIVED FOR THE PROPOSED WORK? [ ] YES [ ] NC ITEMIZED COST ESTIM.~TE IS ATTACHED ( ] YES [ ] NO I CERTIFY THE VALUE OF ALL PROPOSED CONSTRUCTION WORK COVERED BY THE PERMIT APPLICATION INCLUDING: ALL STRUCTURAL WORK, FINISH WORK, PAINT- .ING, ROOFING~-ELECTRICAL, PLUMBING, HEATING, AIR CONDITIONING, ELEVATORS, FIRE EXTINGUISHING SYSTEMS,· AND ALL PERMANENT EQUIPMENT IS:$ . THIS VALUE IS BASED ON:- t::J DESIGNER'S ESTIMATE: o·· CONTRACTOR'S ESTIM.:!\TE 0 OTHER, DESCRIBE BASIS --------------.... . , : THE ABOVE INFORMATION IS TRUE AND CORRECT 0 APPLICANT D DESIGNER 0 CONTRACTOR ********************************************************************** PLAN CHECKER USE ONLY THE VALUE IS ACCEPTABLE O YES D NO AN ITEMIZED COST BREAKDOWN IS REQUIRED TO CONFIRM THE ESTIMATED CONSTRUCTION ·vALUE~ D YES D NO BY: ________________ _ DATE: ----------------- 4/22/85 Page 2 of 2 ENERGY DOCUMENTATION Remodels to existing conditioned spaces require that a· certificate of compliance form be completed, signed and imprinted on the plans. Additionally, if the building envelope, lighting or HVAC equipment are to be altered or added, appropriate State required documentation must be submitted. · PLANS a. Plans shall clearly show all demolition and new construction proposed. b. Plans shall clearly show exit systems, fire rated construction details, occupancy requirements, handicapped access provisions and other requirements necessary to show the work will comply with adopted codes and ordinances. c. If structural revisions or increased live or dead loads are proposed the structural plans, details and calculations shall be provided and shall be signed by a California licensed engineer or architect. d. If electrical system revisions or increased electrical loads are needed provide electrical plans and specifications showing location of panels, panel schedules, existing service size, existing building load, additional loads, wiring method, exit signs and emergency lighting when required. e. If plumbing revisions or additions are proposed provide plumbing layout, details and specifications. Include sizing calculations when necessary to justify pipe sizes. f. All sheets of the plans are required to be signed by the responsible designer. Information is provided by ______________________ _ Title. _________________________________ _ Pagel of 2 REMODEL OR TENANT IMPROVEMENT INFORMATION FORM Plan File No. 9 4-/tJ't.f Jurisdiction C/H2.l,,'>BrrP Project· Address ~777 l,,o/::,gJZ--,q-vr;;, u.Je'S/ Date f;....-2_ ~-9 Y REMODEL OR TENANT IMPROVEMENT BUILDING CODE INFORMATION REQUIRED PRI~R TO PLAN SUBMITTAL In order to complete a plan review of a remodel or tenant improvement within an existing building it is necessary that the information in lines 1-11 be provided or the approved plans be provided for the existing building. · *************************************************************************************** ~- 11'· G G 0 0 Circle the existing type of construction for this buil~ I, II-FR., II-lhr., II-N, III-lhr., III-N, IV, V-lhr.,<:.Y=JV Does this building have fire sprinkler·s throughout? ~ No Does the proposed project create a change in use or occupancy classification? Yes No Describe the previous use of the project area CFF t c e-/ H ;tl.J "4.-F . / IAJ~ 11'" J i Describe the proposed use of the project area "5A--Mtr"' Existing Building Area / 07 0 Z.-"L--?Z .SU,~ Improvement Area~ ____ .._ _____ _ How many stories are in this building? __________________ _ What story is the improvement on? ______________________ _ Does this project involve alterations Existing fire walls Existing floor or roof loads Existing building structure Existing HVAC equipment Existing electrical service loads Existing Lighting to: Yes Yes Yes Yes Yes Yes No No No No No No If •YES•, see #10 below If •YES•, see #10 below What is the approximate date that construction of the existing building was permitted? ENERGY CONSERVATION Which of the following were checked and approved for Title 24 Energy Conservation at the time the original building was approved: Building envelope Area lighting Yes Yes No No HVAC equipment Water heating Yes Yes No No Will the proposed project significantly alter any element that was approved? ______ Yes, _____ No If •YES•, see #10 below HANDICAPPED ACCESS FACILITIES Which of the following has been approved for handicapped access standards of Title 24, CAC: compliance with the Parking & access to the building Yes No Building stairs & elevators Yes No Building entrance doors Yes No Existing public restrooms Yes No 9/17/93 Jurisdiction CARLSBAD Prepared by1 &8~ VALUATION AND PLAN CHECK FEE o Bldg. Dept. 0 Esgil PLAN CHECK NO. Cf'L/---I I gt_/., BUILDING ADDRESS ,1.., 777 Lt>k,G/2- APPLICANT/CONTACT S~l'TN T.eflCtJ !9tJG' wr;·~-r PHONE NO. (9'1"7) &, 77 --1 .2J}O BUILDING OCCUPANCY ---~---~-.-i __ TYPE OF CONSTRUCTION __ v_-_,J __ _ DESJGNER PHONE ·------CONTRACTOR PHONE ____ _ BUILDING PORTION BUILDING AREA -VALUATION VALUE MULTJPLIER OFFIC!--5 ?° r:r. I I IS-Pe!?. ,Z !::>b, o b U }.1/lJ-;J11tf' J 1-,, .-, IS-61'"~ I - .. . - Air Conditionin~ Commercial ,- @ " Residential . (a .. Res. or Comm. Fire· S"Drinklers @ Total Value r:z,,~,t>OV Building Permit fee $ ( I ~4-,Sl) ------------------"'---.:..+__;__:.......: __ _ Plan Check fee $ $ 75/:, · <f:? __::;__ _________________ _;:;,_ ___ ___;:_ __ COMMENTS~:--------------------------- SHEET--~ OF_I_ 12/87 City of Carlsbad 5¥ih·iih44R•h·l•l4·ihUl,t4hl a/~!!= BUILDING P_LANCHECK CHECKLIST O a f' //T~ DATE:_-/ jy(l_ ..... f.t,__r_....____ PLANCHECK NO. CB / L -//ti L BUILDING ADDRESS: ~ 2 22 '-tJ /t(c:£. Ave µ/cs--r . PROJECT DESCRIPTION: 42:ffi·~e.. /, //~ /J1e6--, 1.3, 3 ~ S: · ASSESSQ_R's PARCEL NUMBER: CH) 1 9 -o,l"/-17 ...,_ ~ 1 EST: VALUE ;Lsa <H-iJ ENGINEERING DEPARTMENT APPROVAL The Item you have submitted for review has been approved. The approval Is based on plans, information and/or specifications provided In your submittal; therefore any changes to these Items after this date, Including field modifications, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build. DENIAL Please see the attached report of deficiencies marked with D Make necessary corrections to plans or specifications for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. By: __________ Date: ___ _ D ~ ~ A Right-of-Way permit is required prior to construction -------------- of the following improvements: ATTACHMENTS D Dedication Appllcatlon D Dedication Checklist D Improvement Application D Improvement Checklist D Future Improvement Agreement D Grading Permit Application D Grading Submittal Checklist D Right of Way Permit Application D Right of Way Permit Submittal Checklist and Information Sheet D Sewer Fee Information Sheet By:. _________ Date: ___ _ · ENGINEERING DEPT. CONTACT PERSON· NAME: _____________ _ City of car1sbaq ADDRESS: 2075 Las Palmas Dr., Carlsbad, CA 92009 PHONE: (619) 438-1161, Ext. A-4 P:\DOCS\CHKLST\BP0001.FRM REV 05/11/94 2075 Las Palmas Dr.• Carlsbad, CA 92009-1576 • (619) 438-1161 • FAX (619) 438-0894 BUILDING PLANCHECK CHECKLIST , SITE .PLAN ------. 1 stf~v' 3rd./· [ff O O 1. Provide a fully dimer:s;oned site plan drawn to scale. Show: D D D A. North Arrow D. Property Lines Easements 8. Existing & Proposed Structures C. Existing Street Improvements E. Easements · F. Right-of-Way Width & Adjacent Streets 2. Show on site plan: A. Drainage Patterns C. Existing Topography 8. Existing & Proposed Slopes 3. Include note: "Surface water to be directed away from the building foundation at a 2°/4 gradient for no less than 5' or 2/3 the distance to the property line (whichever is less)." [Per 1985 UBC 2907(d)5]. On graded sites, the top of any exterior foundation shall extend above the elevation of the street gutter at point of discharge or the inlet of an approved drainage device a minimum of 12 inqhes plus two percent'' (per 1990 USC 2907(d)5.). 4. Include on title sheet A. Site address B. Assessor's Parcel Number C. Legal Description For commercial/industrial buildings and tenant improvement projects, include: Total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, . etc.) previously approved. -,,Y ,,(f EXISTING PERMIT NUMBER ~e ?9 IJII 2 -s 11-etl/!Jlt:>6. ~ I ,.., 6q1<> DESCRIPTION_,.. JJ/4 ~0/e~ . p ~~_o_z~~~~~g.____.~·~=--o~~~o _________ ~ ____ /.¥Eb~ SGq/1011-7 :C /3hOt:; i1ooo '456-s,DQ :_ :,,C!-/2,el), 1:w/15€-J.,1;.~ tl1~,i., 6 t ~e 9'1 tt off Al?~~e-,,yP I J.." ao -; ;rp o .... a __ :::_____.fi/~tJ .... c __ ,,e. ___ ,;-__ Z>,....,·1""'"s ________ ?._._o_).--,Gl)v ..s 5cfOIJl)'v/ f'Er.em:r .cxpi..eGCJ -tee:J"rvµt) AIA-5 /SSOl.=0 2fi.ff.z_ )19' '1J/1Jl)6J (> FP1e.e fr/:s-.:::,., ~ 2--~,,e,Lr u,11-s(: •• .:t. :2.-- P:\DOCS\CHKLS1\BP0001.FRM Page 1 of 4 REV 05/11/94 BUILDING PLANCHECK CHECKLIST DISCRETIONARY APPROVAL COMPLIANCE ~tv' 2ndv' 3rdv' 1ft D D s. Project does no~ comply with the following Engineering Conditions of approval for Project No. _______________________ _ Conditions were complied with by: ______ _ Date: ------- DEDICATION REQUIREMENTS 6. Dedication for all street Rights-of-Way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ ______ -pursuant to Code Section 1-8.40.030. Dedication required as follows: ________________ _ Attached please find an application form and submittal checklist for the dedication process. Provide the completed application form and the requirements on the checklist at the time of resubmittal. Dedication completed by _____________ _ Date: , ---- IMPROVEMENT REQUIREMENTS D D D 7a. All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $ -pursuant to Code Section 18.40.040. Public improvements required as follows: _____________ _ Please have a registered Civil Engineer prepare appropriate improvement plans and submit them together with the requirements on the attached checklist for a separate plancheck process through the Engineering Department. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of permit. Attached· please find an application form and submittal checklist for the public improvements requirements. Provide the completed application form and the requirements on the checklist at the time of resubmittal. · Improvement Plans signed by: __________ _ Date: ___ _ P:\DOCS\CHKLS1\BP0001.FRM Page 2 of 4 REV 05/11 /94 BUILDING PLANCHECK CHECKLIST r:jtv' EJdv' E:Jd.v' 7b. Construction of the public improvements may be deferred pursuant to code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $ ________ so we may prepare the necessary Future Improvement Agreement. This agreement must be signed, notarized and approved by the City prior to issuance of a Building Permit. Future public improvements required as follows: ___________ _ Improvement Plans signed by: __________ _ Date: ___ _ D D D 7c .. Enclosed please find your Future Improvement Ag·reement. Please return signed and notarized Agreement to the Engineering Department. D D D D D D D D Future Improvement Agreement completed by: ____________ _ Date: -------- 7d. No Public Improvements required. SPECIAL NOTE: Damaged or defective improvements found adiacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy. · GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11.06.030 of the Municipal Code. Sa. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut, fill import, export). Sb. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be Submitted together with the completed application form attached. NOTE: The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit. · Grading Inspector sign off by: _______ _ Date: ----- Sc. No Grading Permit required. · P:\DOCS\CHKLS1\BP0001.FRM Page-3 of 4 REV 05/11 /94 "'-, ) 2ndv' 3rdv' BUILDING PLANCHECK CHECKLIST MISCELLANEOUS PERMITS D D s. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way. Types of work include, but are not limited to: street improvements, trees, driveways, tieing into public storm drain, sewer and water utilities. ~ ¥ D D '¢ D D Right-of-Way permit required for ________________ _ A separate Right-of-Way permit issued by the Engineering Department is required for the following: ______________________ _ 1 O. A SEWER PERMIT is required concurrent with the building permit issuance. The fee is noted in the fees section on the following page. 11. INDUSTRIAL WASTE PERMIT is required. Applicant must complete Industrial Waste Permit Application Form and submit for City approval prior to issuance of a Permit. · Industrial waste permit accepted by:. ______ _ Date: ___ _ P:\DOCS\CHKLS1\BP0001,FRM Page 4 of 4 REV 05/11 /94 . -" ., ENGINEERING DEPARTMENT. ENGINEERING REVIEW SECTION FEE CALCULATION WORKSHEET· · D Estimate based on unconflr~ed information from applicant. D Calculation based on building piancheck plan submittal. Address: c2 7? 7 HJ /r!e ;e_ /tv'e' Bldg. Permit No. C~ 13/-//JY;/- . Prepared by: /~ Date: )'.Vhf: Checked by: _____ Date: ______ _ EDU CALCULATIONS: List types and square footages for all uses. Types of Use: d?;t?t'£ Sq. Ft.: //5.f lt{tltJ:::. , EDU's: ___ • t_:z. ___ _ f'1f'&--/~ JI$' /,,rrl> P~~/f'.-16'/7P,e,,,.,'r ~ ~ Ae P;/-r,,_}/1 S' I= . // /S" 4-;-57:)tJO Total EDU's: ___ ~...,,.....,·v~·v-~· ___ _ ADT CALCULATIONS: List types and square footages for all uses. Types of Use: t:J-f;;f-1,·c-:e_ Sq. Ft.///S-;::,"" ADT's: ____ ,2 ______ ~-------- /Y/~ 6r: / 3.3/~? tf /r~oo e,.z,1,:-z>; r w If .f e 1 ,,_/,£;:, ?I' 7 "r~'t) 1/'J!oo() Total AOT's: __ 3 _____ _ FEES REQUIRED: PUBLIC FACILfrlES FEE REQUIRED O YES p( NO (See Building Department for amount) WITHIN CFO: D YES-(no bridge & thoroughfare fee, P?'J NO reduced Traffic Impact Fee) · ~-1.PAAK-IN-UEU FEE PARK AREA: __ _ FEE/UNIT:____ X NO. UNITS:. __ _ )( 2.TRAFFIC IMPACT FEE ADT's: .:3 X FEE/ADT: .3 ';f: ~ 3. BRIDGE AND ~OROUGHFARE FEE- ADT's: 3 X FEE/ADT: ~<3 ~ 4. FACIUTliiS MANAGEMENT FEE . SO.FT.: . X FEE/SO.Ft.: __ _ =$ ___ _p---__ =$. ___ /._:tJ_~...,_____ =$ __ 6 ........ t __ ZONE: ___ _ =$ ~ ¢' 5. SEWER FEE PE~MIT No. ~~ c/'{ EDU's: ~ J./0 X . FEE/EDU: J/1)/, BENEFIT AREA: G-DRAINAGE BASIN: se ~ . EDU's: • '1' Q X FEE/EDU: 1 " /~. 6. SEWER LATERAL ($2,500 DEP<?SIT) fr/ 7. WATER FEE EDU's: I 'lo .3o . =$ ____ _ X FEE/EDU: • • • • .. .. .. • • • Q Q Q ~~ I I ! ~ ~ ~ \.. -~ ; " -~~ "' "' ~ ¥ .c .c u u i i i ---~ ~ ~ [Z(oo PINmING Cl-lECICLlSf Plan Check No. 9t/-])~L/ Address ~777 £.okP, Av-e. ?Jf);r Planner DAVID RICK (Name) APN: ,Y)'l -0 ~ I -J] 2 7 } Phone 438-1161 ext. _4_3_2s ____ _ ~~~~~~-~~-----------Zone 'PM Facilities Management Zone ___ 5 _____ _ CFDZ1out) # _______ _ ~ircle (tf property 1Il, complete SPECIAL TAX CALCULATION WORKSHEET provided by Building Department.) [ZJ Item Complete (91 Item Incomplete·-Needs your action 1, 2, 3 Number in circle indicates plancheck number where deficiency was identified · Environmental Review Required: YES NO /TYPE __ _ DATE OF COMPLETION: ____________________ _ Compliance with conditions of approval? [f not, state conditions which require action. Conditions of Approval _____________________ _ ~0 0 Disc:retionmy Action Required: YES _ NO ~TYPE __ _ APPROVAL/RESO. NO. ___ DATE: _____ _ PROJECT NO. ___ _ OTHER RELATED CASES: ___________________ _ Compliance with conditions of approval? [f not, state conditions which require action. Conditions of Approval _____________________ _ DATE OP APPROVAL: ____________________ _ San Diego Coast Disttict; 3111 Camino Del Rio North, Suite 200, San Diego, CA. 92108-1725 (619) 521-8036 Compliance with conditions of approval? [f not, state conditions which require action. Conditions of Approval ____ ....;.. ________________ _ s'6 0 Inclusionary Housing Fee ffl!W"d: YES _ NO / (Effective date of Inclusionary Housing Ordinance -May 21, 1993.) Site Plan: 1. 2. Zoning: ODO 1. {\D 0 0 0 c'vi"'·f 2. ODO ~o 3. 4. 0 0 0 Additional Comments 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, dimensioned setbacks and existing topographical lines. Provide legal description of property, and assessor's parcel number. Setbacks: Front: Required Shown Int. Side: Required Shown Street Side: Required Shown Rear: Required Shown Lot coverage: Required Shown Height: Required Shown Parking: Spaces Required .2 s3 Shown ~cg__ Guest Spaces Required Shown ------------------------ OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER ~ (._: DATE 9--20-'1'/ PLNCK.FRM City of Carlsbad 94227 Fire Department -0 Bureau of Prevention Plan Review: Requirements Category: Building Plan Check Date of Report: Friday, October 14, 1994 Contact Name Sean Tracy Reviewed by: ~4'.@ Address 8810 Rehco Rd Ste F City, State San Diego CA 92121 Bldg. Dept. No. 94-1184 Planning No. Job Name Smith&Nephew Donjoy Job Address 2777 Loker -----------------Ste. or Bldg. No. ____ _ l&1 Approved -The item you have submitted for review has been approved. The approval is based on plans; information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifica- tions, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. D Disapproved -Please see the attached report of deficiencies. Please make corrections to plans or specifications necessary to indicate compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. For Fire Department Use Only Review 1st ___ _ 2nd __ _ 3rd __ _ Other Agency ID CFD Job# __ 94_2_2_7 __ File# ___ _ 2560 Orion Way • Carlsbad, California 92008 • (619) 931-2121 City of Carlsbad Fire Department General Comments: Date of Report: Friday, October 14, 1994 Contact Name Address City, State Sean Tracy 8810 Rehco Rd Ste F San Diego CA 92121 94227 Bureau of Prevention Bldg. Dept. No. _9_4-_1_18_4 ___ _ Planning No. ____ _ Job Name Smith&Nephew Donjoy Job Address 2777 Loker ----------------Ste. or Bldg. No. ____ _ ~Pr. FINAL WILL NOT BE SIGNED OFF UNTIL HIGH PILED STORAGE PLAN IS APPROVED BY FIRETMEN; 2560 Orion Way • Carlsbad, California 92008 • (619) 931-2121 r City of Carlsbad 94227 Fire Department e Bureau of Prevention Plan Review: Requirements Category: Building Plan Check Date of Report: Wednesday, October 12, 1994 Reviewed by: ra-&.e:i ~ Contact Name Sean Tracy Address 8810 Rehco Rd Ste F City, State . San Diego CA 92121 Bldg. Dept. No. 94-1184 Planning No. Job Name Smith&Nephew Donjoy Job Address 2777 Loker ------------------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. ~ Disapproved -Please see the attached report of deficiencies. Please make corrections to plans or specifications necessary to indicate compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. For Fire Department Use Only Review 1st. __ _ 2nd. __ _ 3rd. __ _ Other Agency ID CFO Job# __ 94_2_2_7 __ File# ___ _ 2560 Orion Way • Carlsbad, California 92008 • (619) 931-2121 •.;; Requirements Category: Building Plan Check Deficiency Item: Pending 14 Provide Technical Report The building official may require a technical opinion and report to identify and develop methods of protection from the hazards presented by the hazardous materials. The opinion and report shall be prepared by a qualified person, firm or corporation approved by the building official and shall be provided without charge to the enforcing agency. The opinion and report may include, but is not limited to, the preparation of a hazardous material management plan (HMMP); chemical analysis; recommendations for methods of isolation, separation, containment or protection of hazardous materials or processes. The technical report shall contain a listing of quantities and classification of all hazardous materials which will be stored, dispensed, handled, or used on the premises. Deficiency Item: Pend Ing 29 High Piled Combustible Storage Page 2 Storage in closely packed piles shall not exceed 15 feet in height, 12 feet on pallets or in racks and 6 feet for tires, plastics and some flammable liquids. If high piled stock piling is to be done, submit a complete storage plan and description of the commodities to be stored. Show compliance with Article 81 of the Uniform Fire Code. 10/12/94 ' "' City of Carlsbad _Fire Department General Comments: Date of Report: Tuesday, September 20, 1994_ Contac~. Name Address City, State Sean Tracy 881 0 Rehco Rd Ste F San Diego CA 92121 • 94227" Bureau of Prevention Bldg. Dept. No. -. 9_4-_1_18_4 ___ _ Planning No. --'------ Job Name Smith&Nephew Donjoy Job Address 2777 Loker -----------------Ste. or Bldg. No. ____ _ DISAPPROVED PLEASE.SUBMIT ALL THREE SETS OF ,CORRECTED PLANS TO THE BUILDING DEPT. FOR REVIEW. 2560 Orion Way · • Carlsbad, California 92008 • (619) 931-2121 ' Reqall"ements Category: Building Plan Check Deficiency Item: Pending 14 Provide-Technic.al Report The building official may require· a technical opinion and report to identify and develop methods of protection from the hazards presented by the hazardous materials. The opinion and report shall be prepared by a qualified person, fir111 or corporation appro~ed by the building official and shall be . provided without charge to the enforcing agericy. The opinion and report may include, but is not . limited to, the preparation of a hazardous material management plan (HMMP); chemical analysis; recommendations for methods .of isolation,· separation, containn;ient or protection of hazardous materials or processes. Th13 technical report sha!I contain a listing of quantities and classification of all hazardous materials which will be stored, dispe11sed, handled, or used on the premises_ Deficiency Item:. Pend Ing 16 I NS Design Sprinkler system design shall :be in accordance with standards set forth by the National Fire 1 Proteqtion Association and UBC Standards 38-1 and 38-2. Permits are required prior to installation. : Plans, specifications and calculations shall be certified by a licensed fire protection engineer or other person deemed competent by the Chief, and submitted in the name of a licensed sprinkler ' contractor. Warehouse bulldirigs for which no specific use, occupant, product, activity or sto~age array has been identified, shall be protected by sprinkler system designed to deliver water at the rate of .33 gallons per square foot, throughout a 3000 square foot design area. Deficiency Item: Pend Ing 29· High Piled Combustible Storage Page 2 . · .Storage in closely packed piles shall not exceed 15 feet in height, 12 feet on pallets or in racks and 6 f~et for tires, plastics and some flammable liquids. If high piled stock piling · is to be done, submit a complete storage plan and description· of the commodities to be stored. Show compliance with Article 81 o'f the Uniform Fire Code. 09/20/94 I: \I [I '' 11 '' f ! 09/16/1984 07:38 4577542 GLENN MOURITZEN & ASSOCIATES 2526 Chatsworth Boulevard SAN DIEGO. CALIFORNIA 92106 Phon• 223•8588 FAX 225•8144 ....... I ! ' ' --· ----····--·--·-·-·----········· ·······--_:..;....-,. . . .. ... __ ,.., ... .. . ..... . . ... : CBH EHGil'1EERil'IG PAGE 02 JOe __ t;?~'C..!..;W;:_.J...;:.;c;,:::..-J-y _________ #:....:..9.....:......J:f::4?~-..!....J, SHEET NO. CO Y(I<;; (}...,. OF------ CALCULATED BY _______ OATE ____ _ CHECKEO BY ________ OATE --~-- SCALE---------------- PAC-{ fi0 ~R-~E=-Q..S.1c'>--lE-Af2£lttTECT.S I LJ(.. e;{::;\D R~ RD; <=;ir-~ f ~ D 1S::6o I CA Ci'Z-1-U, I. jl\! ~-.. i· . ,, A, , I PAGE 03 ]9/16/1984 07:38 4577642 CBH EHGINEERIHG GLENN MOURITZEN & AS.SOCIATES 2526 Chauworth Boulevard SAN DIEGO, CALIFORNIA 92106 Phone 223-8588 F,:X 225-8144 ...... ( •: SHEET NO,----------OF ______ _ CALCVlATEO 6V _c;__,Y?.__._ ______ OATE ------ CHECi<EO 6Y ----------OATE ------ SCALE------------------- "".! ... ~ ::. ~ ~ ____ , X. ·W· ... .. ...... ~-··· ....... : ............................... ,-..... : ...... -................... -... _.---·-.. ·-··-·-· .. i ~ .~ I • .. • • .. L. .. : : ... ·. :. l.. i . . . . ~ . : +. :"•. \J' . . ............. .. .. ~ ._ ..... ;.;,~... : . . . ... ; ... ~ ·(i; -+-+·-=-F~::.ff·· ·: .. :-r-r.7~~2:=-:: ... ·:::·:·: ·:~·:·:·.. 1 . .. · .•. :--.. l -: : ··~ ... -· - 39/16/1994 07:38 4577642 GLENN MOURITZEN & ASSOCIATES 2526 Chauworth Boulevard ......... ,.,_ .. SAN DIEGO, CALIFORNIA 92106 Phone 223·8588 FAX 225-8144 , ' ,: . , (ii) 4-'x b /~-~.>ya, -~ Lf.:o.: CBH EHGil--lEERH-iG PAGE 04 ,1013 _1A_aj~-k::r'::...._i__ ______ ~__.!...,.!+...06! SHEET NO.---------OF _____ _ CAl.CVLAiEO BY ________ OATE _____ _ CHECKl!O l)Y _________ OAT(! _____ _ SCALE _________________ _ . , . , " CD . . .. _, . ..,.-,._:'""~ ...... _'/A.. l ;,----·- . ' 39/16/1~94 07:38 4577542 GLENN MOURITZEN & ASSOCIATES 2526 Chauworth Boulevard SAN DIEGO, CALIFORNIA 92106 Phon• 223-8588 FAX. 225,8144 . : : ' ! ' . . l+fi I w ~ 7~# 1lrf W,Jer =-72D w~~ CBH ENGINEERIHG PAGE 05 SHEIITNO. _________ OF-~---- CALCUU.Tf;O e6--..t1......__ ______ 01\TE ------ O!l!CKEC 8Y ---------DATE _____ _ ~----------------- . . . '· .. :.n ·Jif2 Wr-11..T -=-6!"o -3 x4->c 12-7 '2, ~ "1f-, -# ... s;;..tte~.f. . ....... -~-----fAJ. ~ . .(.S'O '. .. . .. --·-··--····--·· .. . : .... ··-···· .. -· _. ...... ·-.. .. .. . ... ---.. --.. . . ... . .. .... ;, t\ . ~ . ..: ........ •.. .... .... ·t~ . . . ; . · = w~-I SO ~ 4->' t2,. -~-··;l Q"Z..,· · ·· ···· ·---~--· ... T. ··· · · · · . .. . ... ,..... -··· -;•• .. . ··----~·-- .. --··-i·· . --~ ..... ~ -; ... . . .. . ; . ;. ! I : ,-.•;.. i .:·-· : . i t:_. ! .-. ' . . . • )9/16/~9i4 07:38 4577542 CBH ENGIHEERIHG PAGE· 05 GLENN MOURITZEN & ASSOCIATES 2526 Chatsworth Boulevard SHEET NO.----,--------OF ______ _ CALClJlATl:O 8Y -~_._~-------01\fE _____ _ SAN OIEGO, CALIFORNIA 92106 Phon• 223·858-8 fAX 22~-8144 CI-IECK~O &Y ----------OAT!! _____ _ SCALE---------------~--- : : # ( 1 • j • • } I ' • 1 •• ., . "ff-it, ··•··f']t, ... . .... . .. 1 : '.~ :, <f ii ; ·1 .+ l;'t--~ :: :JJ{r+ ., ~ Lo ~I{ ~ = I ~'24->-Io .f.. t~ t-~~ 'f-7'2-0Xt 01.. / 1..,,--.... ~71 I r ~ lU:_ A_ V.:. \4-c-'tk ~~"--t-11-f:-? ~.to .... ~tf) z u 1 ie,ro~ "~ ~"b,.-1 T 1-f<l<: <-t_ ,u, ; Sbdx to ....,72-0 ~Ia 1/z-) ;;!: 4-t-n.ox60¼ t-.;..,c,-.,. lo, . +-4'~ '1-). ( '54 -f-(o S) +. 7 4-:2 4x: 7o J lc-o ~ -;~o c 0 . . . . ............................ Hf'" -~·i:x:,·1~ X ~~k~~ ;_· · *'/ ~-z..4.#,';3 ;_ 4-ii .. ~ .. ~j·+ ,j-3~.3~)-iW,.-/Ox7i · :~ .... ~ ............. --. ;-~]'/.f?~ ~4-,~~ 1/.~.: ~.--~ ... ~r~li I~ : ·J<-- ..., ___ ... m-t' .... , ..... _ ... _. W,"!t•I ...... ~.·:! .... ::l, • • I 1" •• ! .,:,•·:::.--: .•. ;-.. £ ... ~ .. ~~--,•~ •• ,--.... ,., ......... , . .,... _,, ........ .,.. ........... ~ .. ., f=·':. ! . ' ] CERTIFICATE OF COMPLIANCE Part 1 of 2 ENV-1 PROJECT NAME DATE DON JOY 8-31-'34 PROJECT ADDRESS PRINCIPAL DESIGNER-ENVELOPE. ..... TELEPHONE Building Permit # CORNERSTONE ARCl-11TECT (bl9) 529-7843 DOCUMENTATION AUTHOR TELEPHONE Checked by /Dote McFARLANE 4 ASSOCIATES (bl9) &89-2707 Enforcement Aoencv Use GENERAL INFORMA 11ON DATE OF PLANS I BUILDING CONDITIONED FLOOR AREA . I CLl~ATE ZONE 8-31-'34 3'a7b. · . BUILDING TYPE (8j NONRESIDENTIAL D HIGH RISE RESIDENTIAL D HOTEL/MOTEL GUEST ROOM PHASE OF CONSTRUCTION ~ NEW CONSTRUCTION D ADDITION D ALTERATION D UNCONDITIONED METHOD OF ENVELOPE ~ COMPONENT . -D OVERALL ENVE_LOPE D PERFORMANCE COMPLIANCE STATEMENT OF COMPLIANCE The Certificate of Compliance lists the building features and perfomance specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations. This certificate applies only to building envelope requirements. The principal Envelope Designer hereby certifies that the proposed building design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application. The proposed building has been designed to meet the envelope requirements contained in sections 110, 116 through 118, and 143 or 149 of Title 24, Part 6, Chapter 1. Please check one: [8] 1 hereby affrim that I am eligible under the provision; of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a civil engineer or architect. D I affirm that I om eligible under the, exemption to · Division 3 of the Business and Profession Code by Section 5537.2 of the Business and Professions Code to. sign this document as the person responsible for its prepartion; and that I am a licensed contactor preparing documents for work that I have contracted to perform. -'' f D I affirm that I am eligible under t~e ·exempti~n to Division 3 of the Business and Professions Code by Section __ of the.________________ Code to sign this doucment as the person responsible for its preparation; and for the following reason; __ '------------------- PRINCIPAL ENVELOPE DESIGNER-NAME STEVE ZiEGLER · ._ ENVELOPE MANDATORY MEASURES Indicate location on plans of Note Block for Mandatory Measures INSTRUCTIONS TO APPLICANT DATE 8-31-'34 For detailed instructions on the use· of this and .all Energy Efficiency Standards compliance forms, please refer to the Nonresidential Manual· published ~y the· California Energy Commission. ENV-1: Required on plans for all subrnittals. Part 2 may incorporated in schedules on plans. ENV-2: Used for all submittals: choose appro_priate version depending on method of envelope compliance. ENV-3: Optional. Use if default U-valves are not used. Choose appropriate version for assembly U-value to be calculated. Nonresidential Compliance Form Oecember 1991 !PROJECT NAME !DATE J ......... 1>=-o__._N......:....--=~'-"'o'----'Y.___ ________________ __._ __ ,3-_.:s ___ t_-_91-_____ _ ASSEMBLY NAME INSULATION R-VALUE CONSTRUCTION TYPE (eg. Wall-1, Floor-1) (eg. A-19, A·22, etc. ) (eg. Block, Wood, Metal) 111(/1(,(_,-( ~--11 ct?NcM re I WINDOW NAME NO.OF FRAME TYPE (eg. Window-1) PANES (eg. Wood, Metal, etc.) (J.J/ ;J h<JaJ-{ I l..f filU- I SKYLIGHT NAME NO.OF FRAME TYPE (eg. Sky-1) PANES (eg. Wood, Metal, etc.) A) ft ·::., Nonr9sk:Jential Compliance Form LOCATION/COMMENTS: (eg. Suspended Celling, Demising, etc.) - ' EXTERIOR OVERHANG GLAZING TYPE SHADE? CREDIT? (eg. Clear, Tinted) N IJ Tl AJ-rSJD SKYLIGHT MATERIAL GLAZING TYPE (eg. Glass, Plastic, etc.) (eg. Clear, etc.) ,'N'offro· :::vfl~to''::. tNote'+cf {}Fl~iD.:·:=:..:: Decemb9f' 1991 1ENVELOPE'COMPONENT METHOD : .. ·. ENV-2 '•,·'•. ' ' ' t • [PROJECT NAME DON-SOY DOW AREA CALCULATION SKYLIGHT AREA CALCULATION . .· GROSS WALL AREA(GWA) GWAX0..4 If the PROPOSED WINDOW AREA is greater than the MAXIMUM ALLOWABLE WINDOW AREA, then go to another method. ·3qoo DISPLAY PER--IMETER (DP) {5bO DPX& ~ GREATER OF ~ ! ' - I MAXIMUM ALLOWABLE WINDOW AREA PROPOSED WINDOW AREA ATRIUM HEIGHT ~ FT <55'~LIF If the AC L SKYLIGHT AREA Is greater : : ALLOWED SKYLIGHT AREA, then o another method. l' OPAQUE SURFACES .,.,.,, · · · . · · · . ASSEMBLY NAME (eg. Wall-1, Floor-1) 111Al,l-{ TYPE (eg. Roof, Wall, Frame) U.1/4/ ./ HEAT CAPACITY b, INSULATION A-VALUE" PROPOSED MIN. ALLOWED l( ,0 II .. o ', ASSEMBLY U-VALUE" TABLE VALUES? PROPOSED YIN! MAX. ALLOWED DD DD DD DD DD • For each assembly type, meet the minimum Insulation A-value or the maximum assembly U-value. ' ... ,' I' rt WINDOWS-,::_:, .. :/':.·.1·, ·-' )~. · · . · PROPOSED RSHG WINDOW NAME ORIENTATION N E S W U-VALUE #OF OVERHANG PROP. ALLOW. (eg. Winoow-1, Winoow-2) ~ODD DODD DODD DODD PROP. I. JO ALLOW. 1.,23 PANES SC H I I.., -V HN OHF RSHG RSHG ---o .. ~s 0, C/4 SKYLIGHTS . .,-:·· · · ,: , .. , · · ,,' . · ·.: · · ·.-. ·:· ..... --,_ tJAME GLAZING (eg. Sky-1, S~,--IBANSLUCENTI TRANSPARENT LJ D D D D D D Nonresid6ntiaf Compliance Form #OF U-VALUE SHADING COEFFICIENT PANES PROPOSED ALLOWED PROPOSED ALLOWED ---------'' ' ----,----1--___,;;==---==---+-----i --r---_ D6cember 1991 I PROJECT NAME MPONENT OESCRIP.TION , · · · ,, , . , · LJJ 0 u5 I-:) 0 SKETCH OF ASSEMBLY w Cl u5 ~ WALL ASSEMBLY NAME l...,W"-"'--1,lt~L:.;::;l .... -__.( _______ ____. DESCRIPTION OF ASSEMBLY WALL R-VALUE and HEAT CAPACITY ',·: . ,;,,.'·.~ l ~--·~:.(·· .. · "'·. '.,,, \• : ,,, r·: :.,· "J WALL UNIT THICKNESS 7 If NOMINAL INCHES MATERIAL TYPE b,,,vceE:nF I (Lw CMu, Mw CMu, Nw cMu. cLA v uN1T. cLA v BRICK. coNcRETE> CORE TREATMENT I NA I (SOLID, GROUTED, EMPTY, INSULATED, NA.) WALL R-VALUE I / • 3 I Rw (FROM TABLE B-5 or B-6) WALL tit:A ( CAPACITY I / b , f3 j HC (FROM TABLE B-5 or B-6) FURRING''!ilNSiJLATIOtiLAYER (INSIDE and/or OUTSIDE IF ANY) · · > > ·· " :. :::{' ,, .. ,.. :,;,. " · · ·"""· ~·~ ; .. ·: FURRING FRAMING MATERIAL IMG. nu_ FURRING FRAMING SIZE I 3 S-/4 11 FURRING SPACE INSULATION l~JO.rr.s EXTERIOR INSULATING LA YER I - FURRING ASSEMBLY EFFECTIVE A-VALUE --------"-"4~~~-----''+ (FROM TABLE S-7) ULATION LAYER R-VALUE WALL R•VALUE 4.5 I + I .3 Rf Rw Nonnisidential Complisncs Form (WOOD, METAL, NONE) NOMINAL INCHES TYPE ~-IL A-VALUE TYPE A-VALUE EXTERIOR INSULATING LAYER R-VALUE (FROM MANUFACTURER) INSULATION LAYER R-VALUE =I~-~ Rf WALL ASSEMBLY A-VALUE WALL ASSEMBLY U-VALUE = I s, e I = o~, 1 Rt 1 / Rt December 1991 • a • ..,. •• , , 1 .. r ~ " , ~ .r.1, ~ ' ,,. @fJQR:0'$ED:.,~ONSTRUCTION ASSEMBLY . .·. :. --~· ... ENV-3 I PROJECT NAME COMP.ONENT' OESCRl~l;ION · , ·· · _. . , , . . . , · -.- ________________ .... SKETCH OF ASSEMBLY ASSEMBLY NAME ASSEMBLY TYPE FRAMING MATERIAL FRAMING SIZE lf.OoE I wfJ&f> I z.x.k FRAMING PERCENTAGE ,_I _7 ........... "l ...... o __ __, Floor Wall Ceiling/ Roof Fr%: 15% (16' o.c. Wall) 12% (24' o.c. Wall) 10% (16' o.c. Floor/Ceil.) • 7% (24' o.c. Floor/Ceil.) :CONSTRUCTION' COMR0NENTS . . . . -,, ' . . ' . ' . 11 ,1 ,, .. ,. ;,• • 'I : ' . . : -~' .•,,:!:1 . . .; ::- DESCRIPTION OUTSIDE SURFACE AIR FILM 2 3 4 5 6 7 INSIDE SURFACE AIR FILM LJ0,04z. x JO, 'j3 u 1 /Rc 1 -(Fr%/ 100) Nonresid9ntial ComplianC6 Form A-VALUE CAVITY A-VALUE (Re) WOOD FRAME . A-VALUE (Rf) su~ToTAL-Ii 3 .. 70 lz j .. 10 Re Rf + [10,034 X 1 / Rf HEAT CAPACITY (Optional) WALL SPECIFIC HC WEIGHT HEAT (AXB) (lbs/sf) (Btu/F-lb) (Btu/F-sf) TOTALHC I o.o'] LJ = I 0,04 Fr%/ 100 ASSEMBLY U-VALUE 09e&mb9f' 1991 i l ;T NAME DATE SM/Tl-I· :I NEP/.IEW DfJNJCJ Y INC. 9-1-94 : __ :_:_:_~_::_:_:-~-~-•:_H_T_IN K._c_ 1 _~_I_N_E_C_L_~_N._L_'E_E._t:_7'_K'_I_C ______ r::=::--:~~=-:--~--:~-~-:-:~-:--4_8_7 _ _,i;~:~,;: -:-· .· BUILDING CONDITIONED FLOOR AREA_ :3 CJ 7 L.a 4GTYPE IX] NONRESIDENTIAL D HIGH RISE RESIDENTIAL D HOTEI.JMOTELGUESTAOOM OF CONSTRUCTION D NEW CONSTRUCTION D ADDITION ~ ALTERATION DOF LIGHTING COMPLETE BUILDING AREA CATEGORY TAILORED ~ PERFORMANCE : IANCE D D D t_.-·. MENTOFCOM LIANCE · :. ·... · .·· ·. .. -. ,·. -: .. ·· · -._: · .· ··i. ertificate of Compliance lists the building features and performance specifications needed to comply with Title 24, I and 6 of the California Code of Regulations. This certificate applies only to building lighting requirements. rinclpal Lighting Designer hereby certifies that the proposed building design repreresented In this set of construction ients Is consistent with the other compliance forms and worksheets, with the specifications, and with any other 1tlons submitted with this permit application. The proposed build!ng has been designed to meet the lighting requirements · ned in sections 110,119, 130 through 132, and 146 or 149. I i check 0110: hereby affirm that I am eligible under the provisions of Division 3 of the Business and Prof esslons Code to sign this locument as the person responsible for its preparation; and that I am a civil engineer, electrical engineer or architect. affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section 5537.2 of he Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a icen~ed contractor preparing documents for work that I have contracted to perform. affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section ___ _ >f the _______________ Code to sign this document as the person responsible for its >reparation; and for the following reason: ___________________________ _ PAL LIGHTING DESIGNER· NAME '(/ M CL/Ni;;" UC. NO. 54D02I ING MANDATORY MEASURES ' ... ' ' . ' · .. · . . ' ' '·«·'"'·!"~ ,.,· '/ '. ·. ' . ,,, i,· •, • ' l -",, ~ ~ /.,,f~~r~\\: ',.. ~ -,t I ' : ~ ' ~ ' , , ,t :ate f<?catlon on plans of Note Block for Mandatory Measures ' I._E __ -_7 ________________ ___, :·- ----------------,-----------------------------·=· UCTIONS-; ... ·o APPLICANT · · · . · .. ·. · ·-~·-'~:~., ·" r· · · · .,.,,.. · · · · "'i."' r.1.' ' ' . • ,f • ,l' '•,"' O O ' L •1 ~ , •• ,.~ fotailed Instructions on the use of this and all Energy Efficiency Standards compliance forms, please refer to the Nonresidential ual published by the California Energy Commission. · -1: Required on plans for all submittals. Part 2 may be incorporated in schedules on plans. ·2: Required for all submittals. • -3: Optional. Use only if lighting control credits are taken. -4: Optional. Use only if Tailored Method is used. Parts 2 and 3 used only if applicable. -kii1ntJal Como//8/IC(I Fom, ~CT~NAM~E----------------r:-----' SM/77---1 a NE/7/-IEW DtJNJOY INC. DATE<r-/-94-f ------------------------'--_____ _.._ _______ / ,-,. LLED LIGHTING SCHEDULE · . . · . . LAMPS LUMIHAIRE NAME TYPE NO.OF (og. Type· 1, Typo-2, etc.) I I .F I H LAMPS PES AllAZ DlxJD Lo /II# 113 DlRJD .3 ·c<1C::r D~D z C1 ,v 131 DIKJD I /-1. D[K]D z ODD ODD .. ODD ODD ODD -DOD WATTS/LAMP 32 ..32 .3Z JZ 13 BALLASTS TYPE s I e· Io• NO. I LUMINAIRE. ~DD 3 ~DD z.· . l2SJDD I !RlDD I [RJDD z DOD - DOD DOD .. ODD ODD DOD NOTE TO FlELD • ProvldG supporting Documentation ATORVAUTOMAtlCCONTROLS · .. -:>: }:::·: ·. . ·. ·.? NTROL LOCATION (Room#) ::>FF/CES £TC, . CONTROL· IDENTIFICATION Sab CONTROL TYPE (Auto Tme Switch, Exterior, etc.) DUAL. LEVEL ' . .3'11/TCI-IIN& . SPACE CONTROLLED OFF/L:ES I £TC. ..---- NOTE TC FIELD r . I " I . _.\('.·:::''. .. ·=.;. _· -------------------------------------r.· : . ~- ROLS FOR CFIEDIT · · · .,. · · ·, · · · ·1 • r ' ,,' • ~',,, .-... ,.,.,;,1;'i{\.:~,-Jll~ld,i':v,~· \ • 1' , ' • '. ~' ~- CONTROL NTROL LOCATION 100!11#0f0wg. #) IOENTIFICA TION ' . :.::·-=· .< .. . ·· .. , .. : .: : .:·: ·. .. .... • .. . . . ·:· .• sldentlal Compl/ane(I Form CONTROL TYPE (Occupant, Daylight. Dimming, etc.) · ·.··: . : . ·:. .... ··= .. .. LUMINAIRES CONTROLLED TYPE· IOF LUMIN. I NOTE TO! :: FIELD . ·-. ,• 4f:·.· .. :-.: IGHTING COM~LIANCE SUMMAl=tV :;-i:._.-,·:· · :. · < · -· _._,._;·;-' .:~ ·: .:::·, ··· ·. · · · l tG-~ • @ • • • ••• • ' ' IOJECTNAME SMIT# 57'/V£P/./EW .DONJCJV //'l"C. tuALl'GHtlNG "OWE". ," . •',,I '.· •. '•' ,,• ' ' •. ' ' . ' ' r n .. ~ . :.. . . . ...... ~" . . .. . . . .. . . . , .. . .. .... : LUMINAIRE NUMBER OF WATTS PER LUMINAIRE CECDEFAULT TOTAL NAME DESCRIPTION LUMINAIRES (Inducing Ballast) . I YI w I WATTS 7Yfl: A 41 LA 7ZJBE FLL/tJI< l/.JtV/JE.11·1 /S /</P. DI&! 3.5t-.4- Al 4-' 3 TL/BE FLL/01<, 7 /DO D l2s1 700 C 41 &1 Ti/BE f"-lLIIJI<. 7/ll'l/Jl:!1-·T z t.o IA Oig:J l3Z Cl 41..3 77./131: rLIIOR. z .:?:. 4. orgi &,,~ G 4/ 2TUE3l.' FLIIOR 77/IV.Df:: ft1 2 L~k, 00 /32 C,f 41 I TLl/3£-FLUOI{., I _:; 4. 0[81 34 H FLIIIJI< Fl./Lfl./ Wl/ll'-l /..1 r. LL> ..34-~D 204... AZ 4' /;, Tl!BE:.. l-1./JOr< 7/ll(DI /"I I 198 D~ /913 A3 4 371..IBE Fllft71< .. ..3 /00 D~ 300 DD SUBTOTAL FROM THIS PAGE I PLUS SUBTOTAL FROM CONTINUATION PAGE I LESS CONTROL CREDIT WATTS 1 · (FROM LTG-3) · 11 not u.lng !hG CEC Delautt value, plG115G provide supporting docurmmtation. AOJusTEo AcroAL wA TTS j s~-3 z I LOWEDLIGHT.NG *"OWE" (Ch•o"" ... On"'Methbd)· · . · · ,. ·, ···,,,,., .. ,:,'i'"···,· · ,. ·• · · ",' •· ·' r n " :,g .::: : , ....... ~·· . , ... '. ~-.. ~ 4 , .... :":.._,. ; ... :-.,,..,. ... -;~1'"\·,~'f,,:1: ·~ ii :,, ••• 1 • : •.. ,,l~ )MPLETE: BUILDING METHOD:,:,,:.·.:::'·::<···::·:· •.. , .• ·:.::;:·: ... \':''' ..... :.:::::.:·:::-··,.::.·.:·::.:-,..:·.·:·::-.·::·.:.,.:,:,:···· ... ·,-:-,:···.::· :, .. :-...... ·.·::.:·· ··.,·::·.::··.\ ··.: :·~': .. :·,:;: :'::.-:··:.:.:·'···t·:_:·::··rv·:r'='..: . .)?"::r:::t's:··r::····.··:.:;:···:· _______ e_u_1LD_1_N_a_c_ATE_a_o_RY_<Fr_om_T_abl_e_2_-s_3M_) _______ , , :'E~~ I ~~~ I A~~~o I AREA CA TE GORY (From Table 2-53N) ) WATTS PER SF TOTALS AREA (SF) ALLOWED WATTS t--A-R_EA_---11 ~ ,ILORED .OR PERFORMANCE METHOD :·:::··:y:.·:·.·:.: ... ··.:_:.:_;:::·::,::-. •·· ·. ·· . .-.. •• ... _ _._ .. , .. .-· .. : .... _:.· .. • . .-:·.· .• )_ ... ····.:····:::c:·::-,-.·,:·(,} :·· ·:._::·:f f,·::<s·.::::::.·, ··,:,,:_,._;.:,:3._;" .:'\:"\·.,.,.:<·· ..... _ . .,_ .. +,. :=] TAILORED lvl PERFORMANCE /, 5 )( .3 5 '14-TOTAL ALLOWED WATTS j ..5..3 7 LL, I ~ (From LTG--4 or from computer run.) ,__ ___ _.. nruk:kmtJal Com~ Form ~1991 I ) ! LIGHTING MANDATORY MEASURES Applicable Yes· No The building.lighbing shut-off system consists o"r an automatic time switch with a zone for each floor. The building'is separately metered and less than 5,00~ square feet, exempt fr~m th~ shut-off requirement. ¼,_ The automatic building shut-off system is provided with a manual, accessible override switch in sight of the lights~ The area of override is not to exc~ed 5,000 square feet. ¼ Al], automa.tic control devices specified are certified,· all alternate equipment shall be certified and installed as directed by the manufacturer. ){_ . . All fluorescent fixtures specified for the project are certified and listed in the Directory. All installed fixtures shall be certified~ .x_ -All one and. three ·.-lamp fluor-escent fixtures are tandem wired wLth. two. (2) lamp ballasts where required 'by Standards 132. X All three lamp fluorescent fixtures are specified with electronic high-frequency ballasts and are exempt from two-lamp tandem wiring requirements. . x, Each room and area in this building is equipped with a-separate switch or occupancy sensor device for each area with. floor-to-ceiling walls. X All rooms and ~reas greater than 100 square feet l.2 watts per square foot of lighting load shall with:bi~level switching for uniform reduction of the room. and more than be controlled lighting within ~ All rooms with windows and skylights that are square feet, and that allow for the effective ·the ~rea, shall have-50% of the lamps in each controlled by a separate switch. greater than 250 use of daylight in daylit area X The effective use of daylight cannot be accomplished because the windows are continuously -shaded by a building on the adjacent lot. Diagram of shading during different times of year is included on plans. ·_·_ Exterior mounted fixtures served from the electrical pan~l inside the building are controlled with a directional photocell control on the roof and a corresponding relay in the electrical panel. X .. ~~-~---------r • -- -_, -1 -J -.i ~ .~ TS, rwo· LAMP F32T8 F3·1T8U INPUT WATTS INPUT WATTS . "U" .. MFG MODEL VOLT LAMP BF ;ANSI OPEN ENCL BF ANSI OPEN ENCL -. . . ' ADV R-2P32 120 Yes 97. 77 .• . : .· .. ·-.. :./\(::'.." ·~:·· · '.':·:~:~:-· ~ . UNV 749 120 Yes 93 -70 ' 66_ · ..... ,• ·:·.": .: ::·:_:::·:··=t:. VAL 4126W 120 Yes-93 77 94 72 . . ~ .. ' ADV V-2P32· 277 Yes 96 , 77 G ....,,,,_ I .. ,.:·· Li~::.B::::.::::l-:: .. :,!:{l)td-::_ .. ·_· (UNVJ 742 277 . Yes ·93 : 70 .• ·. ··: . ·. ~<-. :7· VAL 4136W Yes . 277 93 78 94 . 72. . ' , ~ T ~r,A.rr A r ,,_.,._,_,,. ,_ tlrH I' " ~;!;)/+< , 'N-·wn · , -\~}: ·:, ·-···-··-'-·-· .. .. t, -·· .. )/.:·:. ·. .--......-.. --~· ,·:-: .. _.:.--... ,. ' TS, ONE LAMP. F32T8 F31T8U. . INPUT WATTS INPUT WATTS "U" .. MFG MODEL VOLT LAMP BF ANSI OPEN ENCL BF ANSI OPEN ENCL .. ADV R·1P32 120 · Yes 96 37 . . .. ··: ·.· :· .. : .· : . ;;:}if ::)}i:ff ,::;· i)ri:~i~ti~:-.:_:.·_, UNV 748 120 Yes . 93 37 .. 34 \;·r:. t:~=~~:} ~ .. l . 'VAL· 4176W 120 Yes 94 37 94 37 . . . -' .. ADV V·1 P32 277 Yes 95 37 -& ·:::\'.:··::};:{f:·::-. . ;=:;=:-::?'.~'..;-;:{'t ~UN~ 741 . 277 Yes 93 37 . . . .... \ ·=-~ .. ' .. -VAL 4186W 277 Yes 96 . 38 . 96 37 I . ' "'· CERTIFICATE OF ::-COMPLIANCE PART 1 OF 3 MECH-1 '•. PROJECT NAME DATE DON JOY 8-31-Cf4 PROJECT ADDRESS X PRINCIPAL DESIGNER -MECHANICAL ., J TELEPHONE BUILDING PERMIT # Mc. PARLANE ~ ASSOC.IATES 58Cf-2101 DOCUMENTATION AUTHOR TELEPHONE CHECKED BY /DA TE Mc. PARLANE ~ ASSOC.IATES 58Cf-2101 ENFORCEMENT AGENCY USE GENERAL INFORMATION DA TE OF PLANS I BUILDING CONDITIONED FLOOR AREA 8-Bl-Cf4 5cr7e, BUILDING TYPE [8l NONRESIDENTIAL ,. D HIGH RISE RESIDENTIAL D HOTEL/MOTEL GUEST ROOM PHASE OF CONSTRUCTION [8l NEW CONSTRUCTION o· ADDITION D ALTERATION METHOD OF MECHANICAL [8l PRESCRIPTIVE ., D .PERFORMANCE COMPLIANCE PROOF OF ENVELOPE COMPLIANCE D PREVIOUS ENVELOPE PERMIT [8j ENVELOPE COMPLIANCE ATTACHED STATEMENT OF· COMPLIAN E - This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations. This certificate applies only to building mechanical requirements. The Principal Mechanical Designer hereby certifies that the proposed building design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application. The proposed building has been designed to meet the mechanical requirements contained in sections 110 through 115, 120 through 124, 140 through 142, 144 and 145. Please check one: _, [:g] 1 hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a civil engineer, mechanical engineer, or architect. D I affirm that I am eligible under t~e ex~mption to Division 3 of the Business and Professions Code by Section 5537.2 of the Business and Professions· Code· ·\o ·sign· this document as the person responsible for its preparation; and that I am a licensed contractor preparing docume_n~s for ~ork that I have contracted to perform. DI affirm that I am eligible under the ·exemption· to Division 3 of the Business and Professions Code by Section __ _ of the ________________ Code to sign this document as the person responsible for its preparation; and for the following reason; _________ ,q_ _________________ _ PRINCIPAL MECHANICAL DESIGNER -NAME PAUL Mc. PAR.LANE, P.E. MECHANICAL MANDATORY MEASURES • · ... ~~, ;i I···:•;:; , -i-•. ·,' ' , •• Indicate location of plans of Note Bloc~ for_ Mandatory Measures 't' ' r INSTRUCTIONS TO APPLICANT LIC. NO. DATE M25512 8-31-94 I 5HEET Jvt-1 For detoiled instructions on the use of this and all Energy Efficiency Stondords compliance forms, please refer to the Nonresidentiol Monuol published by the Colifornio Energy Commission. MECH-1: Required on plans for all submittals. parts 2 & 3 may be incorporated in schedules on plons. . .. . . ~ . . ' MECH-2: Required for oil submittols; · choose· opproprote version depending on method of mechanicol complionce. MECH-3: ond MECH-4: Required for ·oi·1 -~~~-ml~tols. ·_ ·· · ·. ' ' .. '· .. :• ·~. /CERTIFICATE OF ·coMPLIANCE PART 2 OF 3 MECH-1/ I PROJECT NAME DON JOY SYSTEM FEATURES I SYSTEM NAME TIME CONTROL SETBACK CONTROL ISOLATION ZONES HEAT PUMP THERMOSTAT ? ELECTRIC HEAT ? FAN CONTROL VAV MINIMUM POSITION CONTROL ? SIMULTANEOUS HEAT/COOL ? HEAT AND COOL SUPPLY RESET? VENTILATION OUTDOOR DAMPER CONTROL ? ECONOMIZER TYPE OUTDOOR AIR CFM I SHP-l.$2 / fC.-1.$2 s B I y N 0 N N N B G N .. 40 MECHANCIAL SYSTEMS HP-I HP-2 s .. s B .,,·B I I y y N N 0 0 N N N N N N B B G G N N 350 450 HP-S s B I y N 0 N N N B G N /DATE 8-31-94 - 200 NOTE TO FIELD HEATING EQUIP.TYPE I HIGH EFFIC. ? HEATPUMP IN HEAT IN HEAT jN HEATPUMP jN PUMP PUMP MAKE AND MODEL NUMBER TRANE TV'-IROl:2 TRANE TRANE TRANE V'-IC.C.024 TRANE TV'-IHOl8 V'-ICD048 V'-ICD048 COOLING EQUIP. TYPE I HIGH EFFIC. ? HEATPUMF IN HEAT jN HEAT jN HEATFUMP ,.N PUMP PUMP MAKE AND MODEL NUMBER 5AME 5AME 5AME 5AME I CODE TABLES: ENTER CODES FROM TABLE BELOW INTO COLUMNS ABOVE I HEAT PUMP THERMOSTAT ? TIME CONTROL SETBACK CTRL. !SOLA TION ZONES FAN CONTROL S: Prog. Switch H: Heating Enter number of I: Inlet Vanes 0: Occupancy Sensor C: Cooling isolation Zones P: Variable Pitch ELECTRIC HEAT ? M: Manual Timer B: Bath V: VFD 0: Other VAV MINIMUM POSITION CONTROL ? Y: YES N: NO VENTILATION OUTDOOR DAMPER ECONOMIZER O.A. CFM SIMULTANEOUS HEAT/COOL ? B: Air Balance A: Auto A: Air Enter Outdoor Air HEAT ANC COOL SUPPLY RESET ? C: Outside Air. Cert. G: Gravity W: Water CFM. M: Out. Air Measure N: Not Required Note: This shall be D: Demand Cantrel no less than Column HIGH EFFICIENCY ? N: Natural G on MECH-4. NOTES TO FIELD • For Buildina DeDartment Use Only JCERTIFICATE OF COMPLIANCE PART 3 OF 3 MECH-1 I I PROJECT NAME DON JOY DUCT INSULATION SYSTEM NAME ALL UNITS AL.L UNITS PIPE INSULATION SYSTEM NAME N/A I DUCT TAPE I DUCT TYPE DUCT LOCATION ALLOWED? ( Supply Return, etc.) (Roof, Plenum, etc) . , I Y I N I 51JPPL. Y PL.ENIJM , lZJD RETURN PL.ENLJM ... [8] D DD DD DD DD DD DD DD DD DD DD DD DD I DUCT TAPE I PIPE TYPE ALLOWED? (Supply, Return, etc.) I y I N I DD DD DD DD DD DD DD DD DD NOTES TO FIELD • For Bulldlna DeDartment Use Onlv IDATE I 8-31-CJ~ DUCT INSULATION NOTE TO R-VALUE FIELD 4.5 4.5 NOTE TO FIELD PROJECT NAME D :Sc'.? r' ,_. ·~TEM NAME Z-<91JG-f-l NOTE: Provide one copy of this fOITll for each mechanical system when using the Prescriptive Approach. 1. DESIGN CONDITIONS: • OUTDOOR, DRY BULB TEMPERATL:'RE • OUTDOOR, WET BULB TEMPERATURE • INDOOR, DRY BULB TEMPERATURE 2. SIZING: • VENTILATION LOAD • ENVELOPE LOAD • LIGHTING • PEOPLE • MISC. EQUIPMENT -OTHER • OTHER TOTAL CFM (From MECH-4) WATTS/SF . # OF PEOPLE (From MECH-4) WATTS/SF (Describe) DATE fr3/- ~c_o_o_L_IN_G----l I ;;•a I 7o 1------1 B (Describe) TOTALS l3Z5S'j I Ii '7h23 J, SELECTION: A. SAFETY/WARM!JP FACTOR B. MAXIMUM ADJUSTED LOAD (Totals from above X Safety/Warmup Factor) C. INSTALLED EQUIPMENT CAPACITY IF LINE 3-C IS GREATER THAN ~INE 3-B, EXPLAIN fl, C((tJ 6t J> (:QUI fAfN T DESIGN FAN DESCRIPTION BRAKE HP f\} (Q ,,-.1TE: Include only fan systems excseding 25 HP (see §144). Total Fan System Power Demand may not exceed 0.8 Watts/CFM for constant volume systems or 1.25 Watts/CFM for VAV systems. NontTJslci6ntia/ Comp/lanes Form EFFICIENCY MOTOR DRIVE NUMBER PEAK WATTS CFM OF FANS BX EX 746 / (C X D) (Supply Fans) TOTALS I L-1 --- TOTAL FAN SYSTEM I POWER DEMAND . WATTS/ CFM ..... Co_l._F_/_Co_l.-G....J D6C91Tlb91' 1991 i! -2.. NOTE: Provide one copy of this form for each mechank:al system when using the Prescriptive Approach. 1. DESIGN CONDITIONS: • OUTDOOR, DRY BULB TEMPERATl:JRE • OUTDOOR, WET BULB TEMPERATURE • INDOOR, DRY BULB TEMPERATURE 2. SIZING: • VENTILATION LOAD • ENVELOPE LOAD ·LIGHTING • PEOPLE • MISC. EQUIPMENT ·OTHER • OTHER I,~ 30 o.5n TOTAL CFM {From MECH-4) WATTS/SF . # OF PEOPLE (From MECH-4) WATTS/SF {Describe) COOLING ~ -CiLI 70 (Describe) TOTALS 13 '7.S-15 I lz Jzoz I a. SELECTION: A. SAFETY/WARMUP FACTOR B. MAXIMUM ADJUSTED LOAD (Total~ from above X Safety/Warmup Factor) C. INSTALLED EQUIPMENT CAPACITY · l, 43 3gg!j~ 4-7000 1F LINE s-c 1s GREATER THAN LINE s-s, EXPLAIN f Ac::=£< ft 6 GP 6 &v t PM e N:C KBtu / Hr KBtu / Hr DESIGN FAN DESCRIPTION BRAKE HP t\JA .. ..JTE: Include only fan systems exceeding 25 HP (see. §144). Total Fan System Power Demand may not exceed 0.8 Watts/CFM for constant volume syslems or 1.25 Watts/CFM for VAV systems. NonffJsidential Complian<:4i Form EFFICIENCY MOTOR DRIVE NUMBER PEAK WATTS CFM OF FANS BxEx746/(CxD) (Supply Fans) TOTALS I ._I --- TOTAL FAN SYSTEM I POWER DEMAND . WATTS/CFM ~Co-1._F_/_Co_l._G_. DeC6fTlb9f 1991 NOTE: Provide one copy of this form for each mechanlcal system when using the Prescriptive Approach. 1. DESIGN CONDITIONS: • OUTDOOR, DRY BULB TEMPERATI/RE -OUTDOOR,WETBULBTEMPERATURE -INDOOR, DRY BULB TEMPERATURE 2. SIZING: • VENTILATION LOAD • ENVELOPE LOAD • LIGHTING • PEOPLE • MISC. EQUIPMENT -OTHER • OTHER ~.(JO L,S TOTAL CFM (From MECH-4) WATTS/SF . # OF PEOPLE (From MECH-4) WATTS/SF (Describe) COOLING ~ 1---------, ~ 70 1------1 B (Describe) TOTALS l/65'bb 1111086 :3, SELECTION: A. SAFETY/WARM!JP FACTOR B. MAXIMUM ADJUSTED LOAD (Totals from above X Safety/Warmup Factor) C. INSTALLED EQUIPMENT CAPACITY IF LINE 3-C IS GREATER THAN 1:JNE 3-B, EXPLAIN 1,43 ZOl "13 Z.3800 KBtu / Hr .FAN POWER CONSUMPTION . . ' . .-. ' . I ' • • • ' • ' : • /Y-, ":·,,.';.,:,i:: .. 1-::t:,,, .. ;. ,: l ,.,_-,<:-. / . ,'.. '. · . • l DESIGN FAN DESCRIPTION BRAKE HP N/4 .. ..JTE: Include only fan systems exceeding 25 HP (see. §144). Total Fan System Power Demand may not exceed 0,8 Watts/CFM for constant volume systems or 1.25 Watts/CFM for VAV systems. Nonresld8naal Comp/ianct1 Form EFFICIENCY MOTOR DRIVE ; NUMBER PEAK WATTS CFM OF FANS BX EX 746 / (C X P) (Supply Fans) TOTALS I ._I --- TOTAL FAN SYSTEM I POWER DEMAND _ WATTS/ CFM '-Co-l.-F-,-Co-1.-G-' December 1991 ..,. .. ~TEM NAME NOTE: Provide one copy of this form for each mechanical system when using the Prescriptive Approach. 1. DESIGN CONDITIONS: -OUTDOOR, DRY BULB TEMPERATl:IRE -OUTDOOR, WET BULB TEMPERATURE -INDOOR, DRY BULB TEMPERATURE 2.SIZING: -VENTILATION LOAD -ENVELOPE LOAD -LIGHTING -PEOPLE -MISC. EQUIPMENT -OTHER -OTHER 40 z: TOTAL CFM (From MECH-4) WATTS/SF . #OF PEOPLE (From MECH-4) WATTS/SF (Describe) DATE 8-S /-°I FLOOR AREA zoo COOLING ~ 6 '70 ~ 3 oz. 500 1--------18 (Describe) TOTALS !259 3 11 Z/ o / J. SELECTION: A. SAFETY/WARM!JP FACTOR: B. MAXIMUM ADJUSTED LOAD (Totals_ from above X Safety/Warmup Factor) C. INSTALLED EQUIPMENT CAPACITY · DESIGN FAN DESCRIPTION BRAKE HP N'A .. -.,TE: Include only _fan systems exceeding 25 HP (see §144), Total Fan System Power ~nd may not exceed 0.8 Watts/CFM for constant volume systems or 1.25 Watts/CFM for VAV systems. NonrasidentJa/ Compliance Form '@] EFFICIENCY MOTOR DRIVE i NUMBER OF FANS ~ 3 300 l'f ~ KBtu I Hr KBtu / Hr PEAK WATTS CFM BX EX 746 / (C X D) (Supply Fans) .. TOTALS I ._I --- TOTAL FAN SYSTEM I POWER DEMAND . WATTS/CFM '-Co-1.-F/_Co_l_.G-' DATE -3,{-'f(f FLOOR AREA L. .-z. ez NOTE: Provide one copy of this form for each mechanical system when using the Prescriptive Approach. Sl"J!ING•• ' d EQUIPMENT SELECTION ' , '• ' ' :' ',',, :.,, ,;''' ,;:,:i'/;~ ,::•,:;\,:i,.l,(;a,''" ' ' ',,.:, ,\:' ~ an , . . , . . . ! • , ,, ··t .; U!'l\·,, .•. :,},. i •• ~.1 w,·1~;\I ~1,~f'.·h-,.t.,,,.~.J;.,_:i1_ .... ~ ••• , __ .,., • ..., 1. DESIGN CONDITIONS: • OUTDOOR, DRY BULB TEMPERATl:)RE • OUTDOOR, WET BULB TEMPERATURE • INDOOR, DRY BULB TEMPERATURE 2. SIZING: • VENTILATION LOAD • ENVELOPE LOAD • LIGHTING • PEOPLE • MISC. EQUIPMENT • OTHER -OTHER J. SELECTION: A. SAFETYIWARM!JP FACTOR· 40 Z 0 TOTAL CFM (From MECH-4) WATTS/SF . # OF PEOPLE (From MECH-4) WATTS/SF (Describe) COOLING I";; I <!/{ hB 75 ?o ~ 3 0 1---------i B (Describe) TOTALS I b:1ZB 112 701 B. MAXIMUM ADJUSTED LOA~ (Totals_ from above X Safety/Warmup Factor) C. INSTALLED EQUIPMENT CAPACITY · IF LINE 3-C IS GREATER THAN L:JNE 3-6, EXPLAIN E.: ZONE- DESIGN FAN DESCRIPTION BR·AKEHP AJA ' .. .JTE: Include only fan systems exceeding 25 HP (see §144). Total Fan System Power Demand may not exceed 0.8 Watts/CFM for constant volume systems or 1.25 Watts/CFM for VAV systems. Nonresiclentia/ Comp/ianC(1 Form EFFICIENCY MOTOR DRIVE NUMBER PEAK WATTS CFM OF FANS 6 XE X 746 / (C X D) (Supply Fans) TOTALS I I._ __ _ TOTAL FAN SYSTEM I POWER DEMAND _ WATTS/ CFM '-Co-I. -F /-Co-I-. G__, D6cmnb8r 1991 I PROJECT NAME 00fJS0'r '·1;.•. t; I I Nonresidential Complian~ Fonn DESIGNCFM 400 LbOO lbOO ROO '4()0 DESIGN OUTPUT (BTU /HR) UNITS 56(:f< secA .seeA r;6eA 5c6~ UNITS H-<..PP HSfF H.SfF HSPF HSPP RATED EFFICIENCY ECONOMIZER ALLOWED PROPOSED IYINI /()_,.0 lo. I D~ I IJ. 5: D~ ro.5 Dgi 10.0 DfZ! ,I/ t of I D~ DD DD DD DD DD DD DD DD DD DD RATED EFFICIENCY ALLOWED PROf'OSED h~B h.8 7.0 7,0 t,.R 'I,, b,R December 1991 I NOTE: Provide one copy of this focm for each mechanical system. @] [Q] ' @].. AREA BASIS OCCUPANCY BASIS REQ'D, , 0/9 COND. CFM MIN. NO. MIN. O.A.' ., DESIGN SPACE AREA CFM OF CFM (MAX.OF SUPPLY NO. (SF) PER SF (BXC) PEOPLE <EX 15) DORF) CFM J l'H't 0.(5 zf:'?7 s 75' z~? .35'0 2 Mo 0.('> c:,o 30 450 4c;""O 45'0 .3 ltJ~D O.fS I&, z_ -~ '75 l6Z Z.r',() ~ 7-.0(") () ,~ 30 z. 30 5() 40 C: t~Z. OjlS-2'7 ·z 3.0 '30 4.0 t-, 1~7-:S f). ( c:;-z '!>~ ( () ,~o zgJ:; -z~I"') ,~ 7~00 0.{c:' 1140 36 ~70 1140 (Zt>O 8** 1~1eo n., ~ z777_ 37 5SS Z77Z 7,.lto ~ .it:' Z:t1; IJ J~ '7:::: ·MIINO /:IICTV r.>/iJG= 200d I rte~~ 1~,N 'lift Z() #.~f <E= wl'i~G foosf? 5()(!) d 11/>~lfSt!, 'I/ -- 34'/~ TOTALS (FOR MECH-2) L __ JL~ Based on Expected Number of Occupants or at least 50% of Chapter 33 UBC Occupant Density. Must be greater than or equal to G, or use Transfer Air. [I] QJ VAV MINIMUM CFM LARGEST MIN. CFM DESIGN .. MIN. CFM m Minimum Ventilation Rate per Section 2·5321, Table 2·53F. If zone reheat or recool Is used, I must be less than or equal to H X 0.3, or less than or equal to BX 0.4, or less than or equal to 300 CFM, whichever Is larger. QJ Must be less than or equal to I (If applicable), but no less than G, unless Transfer Air (K) is used. [.Kl Must be greater than or equal to (G • H), and, for VAV, greater than or equal to (G -J). TRANS- FER AIR NonresickmtJa/ Compliance Form D9cember 1991 Trane Air Conditioning Economics By: D.G. GARDNER COMPANY ***************************************************************************** ***************************************************************************** ** ** ** T R A C E 6 0 0 ANALYS I s ** ** ** ** by ** ** ** ***************************************************************************** ***************************************************************************** DONJOY MANUFACTURING CARLSBAD CORNERSTONE ARCHITECTS MCPARLANE AND ASSOCIATES Weather File Code: Location: Latitude: Longitude: Time Zone: Elevation: Barometric Pressure: Summer Clearness Number: Winter Clearness Number: Summer Design Dry Bulb: Summer Design Wet Bulb: Winter Design Dry Bulb: Summer Ground Relectance: Winter Ground Relectance: Air Density: Air Specific Heat: Density-Specific Heat Prod: Latent Heat Factor: Enthalpy Factor: Design Simulation Period: June SANDIEGO 32.0 (deg) 117.0 (deg) 8 19 (ft) 29.9 (in. Hg) 1.05 0.95 91 (Fl 68 (Fl 36 (F) 0.20 0.20 0.0760 (Lbm/cuft) 0.2444 (Btu/lbm/F) 1.1147 (Btu-min./hr/cuft/F) 4,906.9 (Btu-min./hr/cuft) 4.5604 (Lb-min./hr/cuft) To November System Simulation Period: January To December Cooling Load Methodology: CLTD/CLF (Transfer Function Method) Time/Date Program was Run: 10: 5:50 8/ 3/94 Dataset Name: DONJOY .TM .. .;f V 60 PAGE 1 TRACE 600 input file C:\JOBS\DONJOY.TM by D.G. GARDNER COMPANY 01 Card -Job Information Project: DONJOY MANUFACTURING Location: CARLSBAD Client: CORNERSTONE ARCHITECTS Program User: MCPARLANE AND ASSOCIATES Alternative #1 -----CARD 08--Climatic Information------------------------------------------------------ Summer Winter Summer Summer Winter Summer Winter Weather Clearness Clearness Design Design Design Building Ground Ground Code Number Number Dry Bulb Wet Bulb Dry Bulb Orientation Reflect Reflect SANDIEGO 91 68 36 -----CARD 10 --Load Simulation Parameters---------------------------- Cooling Heating Airflow Airflow Room Put Wall Load Load Ventilation Input Output Units Circulation RA Load Method Method Method Units Rate to Room CLTD-CLF UATD OADB ---------------------Load Section Alternative #1 --------------------- ----Load Alternative---- Number 1 Description HVAC LOADS Page #1 -----CARD 20--General Room Parameters-------------------------------------------------------------------------------------------- Zone Room Reference Room Number Number Descrip M 1 1 1 QC HLD,TL&DI,RA 2 2 WORKOUT 3 3 STCK RM,FAC MAIN -----CARD 21--Thermostat Parameters Cooling Room Cooling Room Room Design T'stat Number Design DB RH Driftpoint 1 75 50 Floor Length 1914 600 1080 Floor Width l Acoustic Const Plenum Ceiling Floor to Duplicate Duplicate Perimeter Rooms per Depth Type 2 Floor Height Resistance Height 8 20 Floors Multiplier Zone ---------------------------------------------------------------------- Cooling Heating Heating Heating T'stat Mass I Carpet T'stat Room T'stat T'stat Location No. Hrs On Schedule Design DB Driftpoint Schedule Flag Average Floor 70 NO TRACE 600 input file C:\JOBS\DONJOY.TM by D.G. GARDNER COMPANY Alternative #1 Page #2 -----CARD 22--Roof Parameters-------------------------------------------------- Roof Room Roof Equal to Roof Roof Roof Const Roof Roof Roof Number Number Floor? Length Width U-Value Type Direction Tilt Alpha M l .08 41 l 1 YES 2 1 YES ,t\~ 3 l YES -----CARD 24--Wall Parameters Wall Ground Room Wall Wall Wall Wall Constuc Wall Wall Wall Reflectance Number Number Length Height U-Value Type Direction Tilt Alpha Multiplier M 1 1 .-08 55 1 l 2000 0 2 1 600 0 3 l 920 0 -----CARD 25--Wall/Glass Parameters-------------------------------------------------------------------------------------- Room Wall Glass Glass Number Number Length Width M 1 1 2 l 195 -----CARD 27--People and Lights Room People People People Number Value Units Sensible 1 5 PEOPLE 250 2 30 PEOPLE 500 3 5 PEOPLE 250 Pct Glass External Internal Percent or No. of Glass Shading Shading Shading Solar to Visible Windows U-Value Coefficient Type Type Ret. Air Transmittance 1 1.10 0.65 3 Lighting People Lighting Lighting Fixture Percent ---Daylighting---- Ballast Lights to Reference Reference Latent Value Units Type 250/.$"~ 500 f • ~ 250 (. '5 WATT-SF Factor Ret. Air Point 1 Point 2 Inside Visible Reflectance -----CARD 28---Miscellaneous Equipment----------------------------------------------------------------------------------------- Misc Energy Energy Energy Percent Percent Percent Room Equipment Equipment Consump Consump Schedule Meter of Load Misc. Load Misc. Sens Radiant Optional Number Number Descrip Value Units ccide Code Sensible to Room to Ret. Air Fraction Air Path 1 1 MISC LOADS 1.0 WATT-SF 3 1 MISC LOADS 1.0 WATT-SF TRACE 600 input file C:\JOBS\DONJOY.TM by D.G. GARDNER COMPANY Alternative #1 -----CARD 29---Room Airflows------------------------------------------------------------------------------------ --------------Ventilation-------------- Room -----Cooling----- Number Value Units CFM CFM CFM 1 2 3 350 450 200 -----Heating----- Value 350 450 200 Units CFM CFM CFM --------------Infiltration------------- -----Cooling----------Heating-------Reheat Minimum-- Value Units Value Units Value Units -----CARD 33--External Shading-------------------------------------------------------------------- ---------OVERHANG-----------------------------VERTICAL FINS-------------------- Height Left Shading Glass Above Projection Glass Projection Projection Projection Type Height Glass Out Width Left out Right 3 6.5 .1 4 4 11 .1 8 ---------------------System Section Alternative #l --------------------- -----CARD 39--System Alternative Number 1 Description HVAC LOADS -----CARD 40---System Type---------------------------------------------- System Set System Number Type l sz ------------OPTIONAL VENTILATION SYSTEM------------ Ventil Deck Cooling Heating Location SADBVh SADBVh Cooling Schedule Heating Schedule Fan Static Pressure Right Projection Out Adjacent Building Flag -----CARD 41--Zone Assignment----------------------------------------------------------------------------------- System Set Number 1 Ref #l Begin l End 3 -----CARD 42---Fan SP and System Cool Heat Return Set Fan Fan Fan Number SP SP SP l .60 .60 Ref #2 Ref #3 Ref #4 Ref #5 Ref #6 Begin End Begin End Begin End Begin End Begin End Duct Parameters------------------------------------------------ Mn Exh Aux Rm Exh Cool Return Supply Supply Return Fan Fan Fan Fan Mtr Fan Mtr Duct Duct .Air SP SP SP Loe Loe Ht Gn Loe Path OTHER DUCTED Page #3 TRACE 600 input file C:\JOBS\DONJOY.TM by D.G. GARDNER COMPANY Alternative #1 Page #4 -----CARD 43--Airflow Design Temperatures ---------------------------------------------------- System Minimum Maximum Minimum Maximum Minimum Maximum Minimum Maximum Minimum Design Set Cooling Cooling Heating Heating Cooling Cooling Preheat Preheat Room Ht Rec Number SADB SADB SADB SADB Lv DB Lv DB Lv DB Lv DB RH Diff 1 55 60 105 110 Trane Air Conditioning Economics By: D.G. GARDNER COMPANY AIRFLOW -ALTERNATIVE 1 HVAC LOADS -----------------------------------SYSTEM SUMMARY---------------------------------- (Design Ai~flow Quantities) -------------------------Main------------------------Auxil. Room Outside Cooling Heating Return Exhaust Supply Exhaust System System Airflow Airflow Airflow Airflow Airflow Airflow Airflow Number Type (Cfm) (Cfm) (Cfm) (Cfm) (Cfm) .,,. (Cfm) (Cfm) 1 sz 1,000 3,522 3,522 3,522 1,000 0 0 Totals 1,000 3,522 3,522 3,522 1,000 0 0 CAPACITY -ALTERNATIVE 1 HVAC LOADS V 600 PAGE 2 ---------------------------------------------------SYSTEM SUMMARY--------------------------------------------------- (Design Capacity Quantities) ---------------Cooling------------------------------------------------Heating---------------------------------- Main Sys. Aux. Sys. Opt. Vent Cooling Main Sys. Aux. Sys. Preheat System Number System Capacity Capacity Capacity Totals Capacity Capacity Capacity Type (Tons) (Tons) (Tons) (Tons) (Btuh) (Btuh) (Btuh) 1 sz Totals 8.4 8.4 a.a a.a o.o o.o 8.4 8.4 -177,916 -177,916 0 0 The building peaked at hour 17 month a with a capacity of ENGINEERING CHECKS -ALTERNATIVE 1 HVAC LOADS 0 0 Reheat Humidif. Opt. Vent Capacity Capacity Capacity (Btuh) (Btuh) (Btuh) 0 0 8.4 tons 0 0 0 0 ------------------------------------ENGINEERING CHECKS------------------------------------- Percent -------------Cooling-----------------Heating---- System Main/ System Outside Cfm/ Cfm/ Sq Ft Btuh/ Cfm/ Btuh/ Floor Area Number Auxiliary Type Air Sq Ft Ton /Ton Sq Ft Sq Ft Sq Ft Sq Ft 1 Main sz 28.39 0.98 419.0 427.6 28.06 0.98 -49.50 3,594 Heating Totals (Btuh) -177,916 -177,916 Trane Air Conditioning Economics By: D.G. GARDNER COMPANY System 1 Peak sz SINGLE ZONE V 600 PAGE 3 ************************* COOLING COIL PEAK******************************** CLG SPACE PEAK************ HEATING COIL PEAK******** Mo/Hr: 13/ 1 Peaked at Time==> Mo/Hr: 8/17 * Outside Air==> OADB/WB/HR: 90/ 69/ 72,5 * Space Sens.+Lat. Envelope Loads {Btuh) Skylite Solr o Skylite Cond 0 Roof Cond O Glass Solar 3,120 Glass Cond 3,196 Wall Cond 3,943 Partition O Exposed Floor O Infiltration O Sub Total==> Internal Loads Lights People Misc Sub Total==> Ceiling Load Outside Air Sup . Fan Heat Ret. Fan Heat Duct Heat Pkup OV/UNDR Sizing Exhaust Heat Terminal Bypass 10,259 13,065 35,000 10,219 58,283 12,141 0 0 Ret. Air Ret. Air Sensible Latent {Btuh) {Btuh) 0 0 10,505 0 0 1,695 12,201 0 0 0 -12,141 0 0 0 0 0 0 0 0 0 0 Net Total {Btuh) 0 0 10,505 3,120 3,196 5,638 0 0 0 22,459 13,065 35,000 10,219 58,283 0 18,614 1,503 0 0 0 0 0 * Percnt * Of Tot * {%) * 0.00 * 0.00 * 10.42 * 3.09 * 3.17 * 5.59 * o.oo * 0.00 * 0.00 * 22.27 * * 12.95 * 34.70 * 10.13 * 57.79 * o.oo * 18.46 * 1.49 * 0.00 * 0.00 * 0.00 * 0.00 * 0.00 * * Mo/Hr: 7/18 * OADB: 89 * Space · Sel).sible {~tuh) 0 0 0 4,095 2,896 4,409 0 0 0 11,400 13,065 17,500 10,219 40,783 14,005 0 0 * Percnt * Of Tot * {%) * 0.00 * 0.00 * 0.00 * 6.19 * 4.38 * 6.66 * 0.00 * 0.00 * o.oo * 17.22 * 19.74 * 26. 44 * 15.44 * 61. 62 * 21.16 * 0.00 * 0.00 * 0.00 * 0.00 * 0.00 * 0.00 * 0.00 * * Space Peak Space Sens (Btuh) 0 0 0 0 -7,550 -5,100 0 0 0 -12,650 0 0 0 0 -9,791 0 -118,675 OADB: 36 Coil Peak Tot Sens (Btuh) 0 0 -6,947 0 -7,550 -7,823 0 0 0 -22,321 0 0 0 0 0 -36,452 0 0 0 -118,675 0 0 Percnt Of Tot (%) 0.00 0.00 3.91 0.00 4.26 4.41 0.00 0.00 0.00 12.58 0.00 0.00 0.00 0.00 0.00 20.54 0.00 0.00 0.00 66.88 0.00 0.00 Grand Total==> 80,684 59 0 100,860 100.00 * 66,188 100.00 * -141,115 -177,447 100.00 ------------------------------------COOLING COIL SELECTION------------------------------------- Main Clg Aux Clg Opt Vent Totals Total Capacity Sens Cap. Coil Airfl Entering DB/WB/HR Leaving DB/WB/HR {Tons) {Mbh) {Mbh) {cfm) Deg F Deg F Grains Deg F Deg F Grains 8.4 100.9 81.9 3,522 79.4 64.9 69.1 57.8 55.6 62.7 o.o o.o o.o o a.a o.o o.o o.o o.o o.o o.o 0.0 0.0 0 0.0 o.o 0.0 0.0 0.0 0.0 8.4 100.9 --------------AREAS-------------- Gross Total Glass (sf) (%) Floor Part ExFlr Roof Wall 3,594 0 0 3,594 3,520 0 195 0 6 ------------HEATING COIL SELECTION------------- Capacity {Mbh) -177.9 o.o Coil Airfl {cfm) 3,522 0 Ent Deg F 59.7 0.0 Lvg Deg F 105.0 --------AIRFLOWS {cfm)-------- Type Cooling Heating --ENGINEERING CHECKS-- Clg % OA 28.4 --TEMPERATURES (F)--- Type Clg Htg Main Htg Aux Htg Preheat Reheat Humidif Opt Vent Total -0.0 o.o 0.0 o.o -177.9 3,522 0 0 0 59.7 o.o a.a o.o 0.0 57.8 0.0 a.a a.a Vent Infil Supply Mincfm Return Exhaust Rm Exh Auxil 1,000 0 3,522 0 3,522 1,000 0 0 1,000 0 3,522 0 3,522 1,000 0 0 Clg Cfm/Sqft Clg Cfm/Ton Clg Sqft/Ton Clg Btuh/Sqft No. People Htg % OA Htg Cfm/SqFt Htg Btuh/SqFt 0.98 419.02 427.60 28.06 40 28.4 0.98 -49.50 SADB 58.l Plenum 85.7 Return 75.0 Ret/OA 79.4 Runarnd 75.0 Fn MtrTD 0.1 Fn BldTD 0.1 Fn Frict 0.2 105.0 60.2 69.1 59.8 68.0 0.1 0.1 0.2 POOR QUALITY ORIGINAL S ---·-.. .. ~-.~w., ?t1l! .!!?OM#-.$$ ;;,}Mffll~t ,,,,..,_ ,-ezy, ~ j(J. 44,114{ >t11F4-1.J(ifi+:$1P)!4t 10,V' - lfoono111ics V bUU PAGE 4 -ALTERNATIVE 1 nvAC LOADS ----------------------------------------------PEAK C O O I, I N G LO ADS---------------------------------------------- (Main System) ----------------------Space ----------------------------------------Coil ----------------------- Peak OA Rm Supp. Space Space Space. Peak OA Rm Supp. Coil Coil Coil Time Cond. Dry Dry Air Sens. Lat. Time Cond. Dry Dry Air Sens. Lat . . ,. Room Mo/Hr DB/WB Blb Bulb Flow Load Load Mo/Hr DB/WB Blb Bulb Flow Load Load Number Description {F) {F) (F) (Cfm) {Btuh) {Btuh) (F) (F) (F) (Cfm) (Btuh) (Btuh) 1 QC HLD,TL&DI,RA 7/19 87 67 75 60.0 1,858 31,071 1,250 8/17 90 69 75 60.6 1,858 36,655 3,326 41" Zone 1 Total/Ave. 87 67 75 60,0 1,858 31,071 1,250 90 69 75 60.6 1,858 36,655 3,326 Zone 1 Block 7/19 87 67 75 60,0 1,858 31,071 1,250 8/17 90 69 75 60.6 1,858 36,655 3,326 2 WORKOUT 7/18 89 68 75 55.0 1,108 24,701 15,000 8/17 90 69 75 55.8 1,108 31,882 13,338 Zone 2 Total/Ave. 89 68 75 55.0 1,108 24,701 15,000 90 69 75 55.8 1,108 31,882 13,338 4 T Zone 2 Block 7/18 89 68 75 55.0 1,108 24,701 15,000 8/17 90 69 75 55.8 1,108 31,882 13,338 3 STCK RM,FAC MAIN 7/19 87 67 75 58,2 556 10,416 1,250 8/17 90 69 75 59.4 556 13,348 2,310 Zone 3 Total/Ave. 87 67 75 58.2 556 10,416 1,250 90 69 75 59.4 556 13,348 2,310 Z-·-r Zone 3 Block 7/19 87 67 75 58.2 556 10,416 1,250 8/17 90 69 75 59.4 556 13,348 2,310 System l Total/Ave. 89 68 75 58.1 3,522 66,188 17,500 90 69 75 58.9 3,522 81,886 18,974 System l Block 7/18 89 68 75 58.2 3,522 66,094 17,500 8/17 90 69 75 58.9 3,522 81,886 18,974 MAIN SYSTEM HEATING -ALTERNATIVE l HVAC LOADS -----------------------------------------------PE AK H E A T I N G LO ADS----------------------------------------------- {Main System) --------------------Space ---------------------------------------Coil -------------------- Peak OA Rm Supp. Space Space Peak OA Rm Supp. Coil Coil Floor Time Cond. Dry Dry Air Sens. Time Cond. Dry Dry Air Sens. Room Area Mo/Hr DB/WB Blb Bulb Flow Load Mo/Hr DB/WB Blb Bulb Flow Load Number Description {Sq Ft) (F) {F) (F) {Cfm) {Btuh) {F) {F) {F) {Cfm) {Btuh) 1 QC HLD,TL&DI,RA 1,914 13/ l 36 32 70 105.0 1,858 -72,498 13/ l 36 32 70 105.0 1,858 -85,763 Zone 1 Total/Ave. 1,914 36 32 70 105.0 1,858 -72,498 36 32 70 105.0 1,858 -85,763 Zone l Block 1,914 13/ l 36 32 70 105.0 1,858 -72,498 13/ l 36 32 70 105.0 1,858 -85,763 2 WORKOUT 600 13/ l 36 32 68 105.0 1,108 -45,697 13/ l 36 32 68 105.l 1,108 -61,906 Zone 2 Total/Ave. 600 36 32 68 105.0 1,108 -45,697 36 32 68 105.l 1,108 -61,906 Zone 2 Block 600 13/ 1· 36 32 68 105.0 1,108 -45,697 13/ l 36 32 68 105.1 1,108 -61,906 3 STCK RM, FAC MAIN 1,080 13/ l 36 32 68 105,0 556 -22, 920 13/ 1 36 32 68 105.3 556 -30,246 Zone 3 Total/Ave. 1,080 36 32 68 105.0 556 -22,920 36 32 68 105.3 556 -30,246 Zone 3 Block l, 080 13/ 1 36 32 68 105.0 556 -22,920 13/ 1 36 32 68 105.3 556 -30,246 System 1 Total/Ave. 3,594 36 32 69 105.0 3,522 -141, 115 36 32 69 105.1 3,522 -177,916 System l Block 3,594 13/ l 36 32 69 105.0 3,522 -141,115 13/ 1 36 32 69 105.1 3,522 -178,312 Trane Air Conditioning Economics By: D.G. GARDNER COMPANY COOLING LOADS AT COIL PEAK -ALTERNATIVE l HVAC LOADS V 600 PAGE 5 -------------------------------------------INTERNAL COOLING LO ADS------------------------------------------- (At time of Coil Peak) Lights Lights Misc. Misc. Misc. Room Ret. Air Lites People People Peo)il,l Space Space Ret. Air Misc. Room Sensible Sensible CLF Sensible Latent CLF Sensible Latent Sensible CLF Total Number Description (Btuh) (Btuh) (Btuh) {Btuh) {Btuh) {Btuh) (Btuh) (Btuh) l QC HLD, TL&DI; RA 13,065 0 1. 000 1,250 1,250 1.000 6,532 0 0 l.000 22,097 Zone l Total/Ave. 13,065 0 1.000 1,250 1,250 1.000 '6,532 0 0 l.000 22,097 Zone l Block 13,065 0 1.000 1,250 1,250 1.000 6,532 0 0 l. 000 22,097 2 WORKOUT 0 0 0.000 15,000 15,000 1. 000 0 0 0 0.000 30,000 Zone 2 Total/Ave. 0 0 0.000 15,000 15,000 1. 000 0 0 0 0.000 30,000 Zone 2 Block 0 0 0.000 15,000 15,000 1.000 0 0 0 0.000 30,000 3 STCK RM,FAC MAIN 0 0 0.000 l,250 l,250 1. 000 3,686 0 0 l.000 6,186 Zone 3 Total/Ave. 0 0 0.000 1,250 l,250 1.000 3,686 0 0 l.000 6,186 Zone 3 Block 0 0 0.000 1,250 1,250 1. 000 3,686 0 0 l. 000 6,186 System l Total/Ave. 13,065 0 1,000 17,500 17,500 l.000 10,219 0 0 l.000 58,283 System 1 Block 13,065 0 1.000 17,500 17,500 1. 000 10,219 0 0 1.000 58,283 HEATING LOADS AT COIL PEAK -ALTERNATIVE 1 HVAC LOADS ------------------------------------INTERNAL HEATING LO ADS------------------------------------ (At time of Coil Peak) Lights Lights Misc. Misc. Room Ret. Air Lites People Peopl Space Ret. Air Misc. Room Sensible Sensible ·CLF Sensible CLF Sensible Sensible CLF Total Number Description (Btuh) {Bt,uh) {Btuh) {Btuh) (Btuh) {Btuh) 1 QC HLD,TL&DI,RA 0 0 0.000 0 0,000 0 0 0.000 0 Zone 1 Total/Ave. 0 0 0.000 0 0.000 0 0 0,000 0 Zone 1 Block 0 0 0.000 0 0.000 0 0 0.000 0 2 WORKOUT 0 0 0.000 0 0.000 0 0 0.000 0 Zone 2 Total/Ave. 0 0 0.000 0 0.000 0 0 0.000 0 Zone 2 Block 0 0 0.000 0 0.000 0 0 0.000 0 3 STCK RM,FAC MAIN 0 0 0.000 0 0.000 0 0 0.000 0 Zone 3 Total/Ave. 0 0 0.000 0 0.000 0 0 0.000 0 Zone 3 Block 0 0 0.000 0 0.000 0 0 0.000 0 System 1 Total/Ave. 0 0 0.000 0 0.000 0 0 0.000 0 System 1 Block 0 0 0.000 0 0.000 0 0 0.000 0 Trane Air Conditioning Economics By: D.G. GARDNER COMPANY COOLING LOADS AT COIL PEAK -ALTERNATIVE 1 HVAC LOADS V 600 PAGE 6 ----------------------------------BU IL DING E N V E L O P E C 0 0 L I N G LO ADS ---------------------------------- (Roof -Skylight) (At time of Coil Peak) Roof Roof Skylight Skylight Return Air Roof Space Roof Skylight . S_kylight Skylt Return Air Skylt Space Skylt Sensible R.A. Sensible Space Return Air ,.space Solar Conduction R.A. Conduction Space .. Room Load CLTD Load CLTD Solar Solar CLF Load CLTD Load CLTD Number Description (Btuh) {F) (Btuh) (F) (Btuh) (Btuh) (Btuh) (F) (Btuh) (F) 1 QC HLD,TL&DI,RA 5,589 36,5 0 47.2 0 0 0.000 0 0.0 0 0. 0 Zone 1 Total/Ave. 5,589 36.5 0 47.2 0 O· 0.000 0 0.0 0 o.o Zone 1 Block 5,589 36.5 0 47.2 0 0 0.000 0 0.0 0 o.o 2 WORKOUT 1,751 36.5 0 47.2 0 0 0.000 0 0.0 0 0.0 Zone 2 Total/Ave. 1,751 36.5 0 47.2 0 0 0.000 0 0.0 0 0. 0 Zone 2 Block 1,751 36.5 0 47.2 0 0 0.000 0 0.0 0 0.0 3 STCK RM,FAC MAIN 3,166 36.6 0 47.2 0 0 0.000 0 0.0 0 0.0 Zone 3 Total/Ave. 3,166 36.6 0 47.2 0 0 0.000 0 ·o.o 0 0. 0 Zone 3 Block 3,166 36.6 0 47.2 0 0 0.000 0 o.o 0 0.0 System l Total/Ave. 10,505 36.5 0 47.2 0 0 0.000 0 0.0 0 0. 0 System 1 Block 10,505 36.5 0 47.2 0 0 0.000 0 0.0 0 0.0 ---------------------------------BU IL DING E N V E L O P E C O O L I N G L O A D S --------------------------------- (Wall -Window) (At time of Coil Peak) Wall Wall Wall Wall Glass Glass Glass Glass Glass Glass Glass Plenum Plenm Space Space Space Return Air Solar Space Space Return Air R.A. Room Load CLTD Load CLTD Solar Solar CLF Conduction CLTD Conduction CLTD Number Description (Btuh) (F) (Btuh) (F) (Btuh) (Btuh) (Btuh) (F) (Btuh) (F) 1 QC HLD,TL&DI,RA 960 15.0 2,467 25.7 0 0 0.000 0 o.o 0 0.0 Zone l Total/Ave. 960 15.0 2,467 25.7 0 0 0.000 0 0.0 0 0.0 Zone 1 Block 960 15.0 2,467 25.7 0 0 0.000 0 0.0 0 o.o 2 WORKOUT 289 15.1 341 25.8 3,120 0 0.680 3,196 14.9 0 0.0 Zone 2 Total/Ave. 289 15.1 341 25.8 3,120 0 0.680 3,196 14.9 0 0.0 Zone 2 Block 289 15.1 341 25.8 3,120 0 0.680 3,196 14.9 0 0. 0 3 STCK RM,FAC MAIN 446 15.1 1,135 25,7 0 0 0.000 0 o.o 0 0.0 zone 3 Total/Ave. 446 15.l 1,135 25.7 0 0 0.000 0 0.0 0 0.0 Zone 3 Block 446 15.1" 1,135 25.7 0 0 0.000 0 0.0 0 0.0 System l Total/Ave. 1,695 15.0 3,943 25.7 3,120 0 0.680 3,196 14. 9 0 0,0 System l Block 1,696 15.1 3,943 25.7 3,120 0 0.680 3,196 14.9 0 0.0 ---------------------------------BU IL DING ENVELOPE COOLING LO ADS--------------------------------- (Exposed Floor -Partitions -Infiltration) (At time of Coil Peak) Exposed Expsd Plenm Ceiling Floor Floor Partition Part. Infilt. Infi;J.t. Infilt. Dry B Sensible Envelope Room Sensible CLTD Sensible CLTD Airflow Sensible Latent Temp. Load Total Number Description (Btuh) (F) (Btuh) (F) (Cfm) (Btuh) (Btuh) {F) (Btuh) (Btuh) l QC HLD,TL&DI,RA 0 o.o 0 o.o 0 0 0 85.7 6,490 15,506 Zone l Total/Ave. 0 0.0 0 0.0 0 0 0 85.7 6,490 15,506 Zone 1 Block 0 o.o 0 o.o 0 0 0 85.7 6,490 15,506 2 WORKOUT Zone 2 Total/Ave. Zone 2 Block 3 STCK RM,FAC MAIN 0 0 0 0 o."o 0.0 o.o o.o 0 0 0 0 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 85.7 85.7 85.7 85.6 2,040 2,040 2,040 3,612 10,736 10,736 10,736 8,359 POOR QUALITY . ORIGINAL S ---------------------------------BU IL DING ENVELOPE COOLING LO ADS--------------------------------- (Exposed Floor -Partitions -Infiltration) (At time of Coil Peak) Exposed Expsd Plenm Ceiling Floor Floor Partition Part. Infilt. I_~filt. Infilt. Dry B Sensible Envelope Room Sensible CLTD Sensible CLTD Airflow Sensible Latent Temp. Load Total Number Description (Btuh) (F) (Btuh) (F) (Cfm) (Btuh) (Btuh) (F) (Btuh) (Btuh) Zone 3 Total/Ave. 0 0,0 0 o.o 0 0 0 85.6 3,612 8,359 Zone 3 Block 0 0.0 0 0.0 0 0 0 85.6 3,612 8,359 System 1 Total/Ave. 0 0.0 0 o.o 0 0 0 85.7 12,141 34,601 System l Block 0 o.o 0 o.o 0 0 0 85.7 12, 141 34,602 Trane Air Conditioning Economics By: D.G. GARDNER COMPANY HEATING LOADS AT COIL PEAK -ALTERNATIVE 1 HVAC LOADS ----------------------------------BU IL DING Roof E N V E L O P E HEAT (Roof -Skylight) (At time of Coil Peak) Roof I N G L O A D S V 600 PAGE 8 ---------------------------------- Skylight Skylight Return Air Roof Space Roof Skylight .. ~kylight Skylt Return Air Skylt Space Skylt Sensible R.A. Sensible Space Return Air • Space Solar Conduction R.A. Conduction Space .,, Room Load CLTD Load CLTD Solar Solar CLF Load CLTD Load CLTD Number Description (Btuh) (F) (Btuh) (F) (Btuh) (Btuh) (Btuh) (F) (Btuh) (F) l QC HLD,TL&DI,RA -3,746 -24.5 0 -34.0 0 0 0.000 0 0.0 0 0.0 Zone 1 Total/Ave. -3,746 -24.5 0 -34.0 0 o· 0.000 0 o.o 0 0.0 Zone l Block -3,746 -24.5 0 -34.0 0 0 0.000 0 0.0 0 0.0 2 WORKOUT -1,135 -23.6 0 -32.0 0 0 0.000 0 0.0 0 0.0 Zone 2 Total/Ave. -1,135 -23.6 0 -32.0 0 0 0.000 0 o.o 0 0.0 Zone 2 Block -1,135 -23.6 0 -32.0 0 0 0.000 0 0.0 0 0.0 3 STCK RM,FAC MAIN -2,066 -23.9 0 -32.0 0 0 0.000 0 0.0 0 0.0 Zone 3 Total/Ave. -2,066 -23.9 0 -32.0 0 0 0.000 0 0.0 0 0.0 Zone 3 Block -2,066 -23.9 0 -32.0 0 0 0.000 0 0.0 0 0.0 System 1 Total/Ave. -6,947 -24.2 0 -33.1 0 0 0.000 0 0.0 0 0.0 System 1 Block -6,943 -24.1 0 -33.1 0 0 0.000 0 0.0 0 0.0 ---------------------------------BU IL DING E N V E L O P E HEAT I N G L O A D S --------------------------------- (Wall -Window) (At time of Coil Peak) Wall Wall Wall Wall Glass Glass Glass Glass Glass Glass Glass Plenum Plenm Space Space Space Return Air Solar Space Space Return Air R.A. Room Load CLTD Load CLTD Solar Solar CLF Conduction CLTD Conduction CLTD Number Description (Btuh) (F) (Btuh) (F) (Btuh) (Btuh) (Btuh) (F) (Btuh) (F) 1 QC HLD,TL&DI,RA -1,566 -24.5 -3,264 -34.0 0 0 0.000 0 0.0 0 o.o Zone l Total/Ave. -1,566 -24.5 -3,264 -34.0 0 0 0.000 0 0.0 0 0.0 Zone l Block -1,566 -24.5 -3,264 -34.0 0 0 0.000 0 0.0 0 o.o 2 WORKOUT -454 -23.6 -422 -32.0 0 0 0.000 -7,550 -32.0 0 0.0 Zone 2 Total/Ave. -454 -23.6 -422 -32.0 0 0 0.000 -7,550 -32.0 0 0.0 Zone 2 Block -454 -23.6 -422 -32.0 0 0 0.000 -7,550 -32.0 0 0.0 3 STCK RM,FAC MAIN -704 -23.9 -1,413 -32.0 0 0 0.000 0 0.0 0 0.0 Zone 3 Total/Ave. -704 -23.9 -1,413 -32.0 0 0 0.000 0 o.o 0 0.0 Zone 3 Block -704 -23.9 -1,413 -32.0 0 0 0.000 0 o.o 0 0.0 System 1 Total/Ave. -2, 724 -24.2 -5,100 -33.3 0 0 0.000 -7,550 -32.0 0 0.0 System l Block -2,719 -24.1 -5,100 -33.3 0 0 0.000 -7,550 -32.0 0 a.a ---------------------------------BU I L DING E N V E L O P E HEATING L O A D S --------------------------------- (Exposed Floor -;Partitions -Infiltration) (At time of Coil Peak) Exposed Expsd Plenm Ceiling Floor Floor Partition Part. Infilt. Infilt. Infilt. Dry B Sensible Envelope Room Sensible CLTD Sensible CLTD Airflow Sensible Latent Temp. Load Total Number Description (Btuh) (F) (Btuh) (Fl (Cfm) (Btuh) (Btuh) (F) (Btuh) (Btuh) l QC HLD,TL&DI,RA 0 o.o 0 0.0 0 0 0 60.5 -5,781 -14,358 Zone 1 Total/Ave. 0 0.0 0 0.0 0 0 0 60.5 -5,781 -14,358 Zone l Block o, a.a 0 0.0 0 0 0 60.5 -5,781 -14,358 2 WORKOUT 0 0 :o 0 0.0 0 0 0 59.6 -1,589 -11,150 Zone 2 Total/Ave. 0 0.0 0 0.0 0 0 0 59.6 -1,589 -11,150 Zone 2 Block 0 0.0 0 0.0 0 0 0 59.6 -1,589 -11,150 3 STCK RM,FAC MAIN 0 0.0 0 a.a 0 0 0 59.9 -2,769 -6,952 Trane Air Conditioning Economics By: D.G. GARDNER COMPANY HEATING LOADS AT COIL PEAK -ALTERNATIVE 1 HVAC LOADS ---------------------------------BU I L DING E N V E L O P E H E A T I N G (Exposed Floor -Partitions -Infiltration} (At time of Coil Peak) Exposed Expsd Floor Floor Partition Part. Infilt. In;filt. .,, Room Sensible CLTD Sensible CLTD Airflow Sensible Number Description (Btuh) (F) (Btuh) (F) (Cfm) (Btuh} Zone 3 Total/Ave. 0 0.0 0 o.o 0 0 zone 3 Block 0 o.o 0 o.o 0 0 System 1 Total/Ave. 0 a.a 0 o.o 0 0 System 1 Block 0 o.o 0 0.0 0 0 V 600 PAGE 9 L O A D S --------------------------------- Plenm Ceiling Infilt. Dry B Sensible Envelope Latent Temp. Load Total (Btuh) (F} (Btuh) (Btuh} 0 59.9 -2,769 -6,952 0 59.9 -2,769 -6,952 0 60.2 -10,139 -32,460 0 60.2 -10,139 -32,452 Trane Air Conditioning Economics By: D.G. GARDNER COMPANY COOLING LOADS AT COIL PEAK -ALTERNATIVE l HVAC LOADS V 600 PAGE 10 -----------------------------------------AIRFLOW COOLING LO ADS----------------------------------------- (At time of Coil Peak) --------Ventilation------------Optional Ventilat~on -------------Bypass----------- Room Number 1 Zone Zone 2 zone Zone 3 Zone Zone System System Description QC HLD,TL&DI,RA l Total/Ave. l Block WORKOUT 2 Total/Ave. 2 Block STCK RM,FAC MAIN 3 Total/Ave. 3 Block 1 Total/Ave. 1 Block Airflow Sensible (Cfm) (Btuh) 350 5,999 350 5,999 350 5,999 450 7,713 450 7,713 450 7,713 200 3,428 200 3,428 200 3,428 1,000 17,140 1,000 17,140 HEATING LOADS AT COIL PEAK -ALTERNATIVE l HVAC LOADS Latent Airflow Sensible (Btuh) (Cfm) (Btuh) 2,076 0 0 2,076 0 0 2,076 0 0 -1,662 0 0 -1,662 0 0 -1,662 0 0 1,060 0 0 1,060 0 0 1,060 0 0 1,474 0 0 1,474 0 0 -----------------------------------AI R F L O W HEATING LO AD (At time of Coil Peak) ---Ventilation ------Op. Vent.---------Reheat ,t,~ Latent Airflow Sensible (Btuh) (Cfm) (Btuh) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Latent (Btuh) 0 0 0 0 0 0 0 0 0 0 0 s ----------------------------------- ---------Humidif. ---- Room Airflow Sensible Airflow Sensible Airflow Sensible Airflow Latent Total Number Description (Cfm) (Btuh) (Cfm) (Btuh) (Cfm) (Btuh) (Cfm) (Btuh) (Btuh) l QC HLD,TL&DI,RA 350 -13,265 0 0 0 0 0 0 -13,265 Zone l Total/Ave. 350 -13,265 0 0 0 0 0 0 -13,265 Zone l Block 350 -13,265 0 0 0 0 0 0 -13,265 2 WORKOUT 450 -16,052 0 0 0 0 0 0 -16,052 Zone 2 Total/Ave. 450 -16,052 0 0 0 0 0 0 -16,052 Zone 2 Block 450 -16,052 0 0 0 0 0 0 -16,052 3 STCK RM,FAC MAIN 200 -7,134 0 0 0 0 0 0 -7,134 Zone 3 Total/Ave. 200 -7,134 0 0 0 0 0 0 -7,134 Zone 3 Block 200 -7,134 0 0 0 0 0 0 -7,134 System l Total/Ave. 1,000 -36,452 0 0 0 0 0 0 -36,452 System 1 Block 1,000 -36,452 0 0 0 0 0 0 -36,452 OV/Undr Sizing (Btuh) 0 0 0 0 0 0 0 0 0 0 0 Trane Air Conditioning Economics By: D.G. GARDNER COMPANY HEATING AIRFLOW HEAT GAIN/LOSS -ALTERNATIVE 1 HVAC LOADS V 600 PAGE 11 -------------------------------------AIRFLOW HEAT GAIN AND LOSS------------------------------------- (At time of Coil Peak) ----------------------------------------------Heating ---------------------------------------------- Supply Return System System. Room Run System Fan Fan Exhaust Exhaust .J::xhaust Ducted Plenum Around Corridr Return Room Heat Heat Heat Loss Total Airflow Airflow Airflow Airflow Airflow Airflow Airflow Number Description (Btuh) (Btuh) (Btuh) (Btuh) (Cfm) (Cfm) (Cfm) (Cfm) (Cfm) (Cfm) (Cfm) 1 QC HLD,TL&DI,RA 0 0 0 0 350 0 1,858 0 0 0 1,858 Zone 1 Total/Ave. 0 0 0 0 350 0 1,858 0 0 0 1,858 Zone 1 Block 0 0 0 0 350 0 1,858 0 0 0 1,858 2 WORKOUT 0 0 0 0 450 0 1,108 0 0 0 1,108 Zone 2 Total/Ave. 0 0 0 0 450 0 1,108 0 0 0 1,108 Zone 2 Block 0 0 0 0 450 0 1,108 0 0 0 1,108 3 STCK RM,FAC MAIN 0 0 0 0 200 0 556 0 0 0 556 Zone 3 Total/Ave. 0 0 0 0 200 0 556 0 0 0 556 Zone 3 Block 0 0 0 0 200 0 556 0 0 0 556 System 1 Total/Ave. 0 0 0 0 1,000 0 3,522 0 0 0 3,522 System 1 Block 0 0 -396 -396 1,000 0 3,522 0 0 0 3,522