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2285 RUTHERFORD RD; ; CB930807; Permit
B U I L D I N G P E R M I T 09/16/93 14:56 Permit No: CB930807 Project No: A9301159 Development No: Page 1 of Job Address: Permit Type: Parcel No: 1 2285 RUTHERFORD RD INDUS~CRIAL 1'ENANT IMPROVEMENT Suite: 3936 {W/16/.93 000.i 0.1 02 Lot#: C-PfU·iT 2670c00 va;uation: 203;825 Construction Type: VN Occupancy Group: B-2 Reference#: Description: 7693 SF WAREHOUSE TO MFG ~ 460 SF WAREHOUSE TO OFFICE 8153 SF TOTAL Appl/Ownr: LARWIN ROSEDALE PROPERTIES 818 986-4644 16 2 5 5 VENTURA BLVD # 9 OJL.-. __ _ ENCINO, CA 9"1436 .,,,,.......----.,,,,..... ------~ Status: ISSUED Applied: 08/12/93 Apr/Issue: 09/16/93 Enter1?d By: DC // ,/_;::} t\ ~ * * * Fees Required * x */ <u -~ *l ( . / LI f-E;,~"\ Co:Ll:ected & Credi ts * * * . / ,-,-~_,t;' ''--'), I / ':;./.,' r'"-' --------;;;;~-------;~;;;~~Z C) 1s:j------.!~z--t1J ?7-;,;:~-------------------- Adjustments: / (\• 00 ''--/ /"',?-. T?&~~t~~-t~ :\ . oo Total Fees: l,3?}.~o// ~,,l/j1;,, 1:~l~l ~'m~~: \\ 653.00 / 1 "" 1 17 f li \f'-0; \ Balan~@\.::C):u,2: \ 2,670. oo : ! I ,\ c----fee description / C:·----j '<;::-1,~."":::=:::-:~::__:;;-.::..'::!:~ ~ \F"\Ett9nit Ext fee Data -Building -Penni t ---1 -(7--;;-r-~ Q -it)• ~-,l ----1 O O 4 . 0 0 ----- Plan Check: \ \;:.:!./ i -~ . , </2 ~~ 653. 00 Strong Motion Fee : . .\ ~A '" rj· 43. oo Enter Number of ED!y's. -_W ____ ~ r > . ' 624.00 \(Llc~_-.1: n~ 210. 00 . ( Li~ Tx --~-fuf:!;j~ " · 193. 00 )w-, ,' · Fu.r:fd )INCORPORATED r---,,._,__ / 12 O · O O c0 . -~d) 1952 v:s»;::, 111. oo Enter Bridge Fee ·':, ;) · "---"-....-:;i. 4 :KO\\)\) 154. oo * BUILDING TOTA.£, , '·:~.;,~--,-Ill///? ~(o)~....J · 3112. 00 Enter "Y" for Plumbin•J Is~, e. 'f!.fu,e/j Lt' lt) \~ \) 20. 00 Y Each Plumbing Fixture or Tra" · > ':::!.J I. 7. 00 7. 00 Gas Piping System ------· 7. 00 7. 00 * PLUMBING TOTAL 34.00 Enter "Y" for Electric Issue Fee > 10.00 Y Remodel/Alter Per AMP > 400 ,25 100.00 ·* ELECTRICAL TOTAL 110.00 Enter 'Y' for Mechanical Issue Fee> 15.00 Y Install Furn/Ducts > 5 9.00 45.00 Each Hood/Fireplace > 1 6.50 6.50 * MECHANICAL TOTAL 67,00 1-\PPROVAL INSP. ~;.;,__ DATE /fd7&wi CLEARANCE-----, CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 PLAN CHECK NO. City of carlsbad Building Department 2075 Las Palmas Dr., tarlsbad, CA 92009 (619) 438-1161 FSf. VAL c:f O.B / ?--4 '$ PLAN CK DEPOSIT > £53 VAIJD. BY I) c,.. 1. PfiltM.I I IYPE DATE'--__ --!:;T/~/_r..,e.¾:..::/~,d~-~,,..L..-- A -0 Commercial LI New Bmldmg O Tenant improvement B -LI Industrial D New Building .)trenant Improvement C -0 Residential LI Apartment LI Condo D Single Family Dwelling D Addition/ Alteration D Duplex D Demolition D Relocation D Mobile Home D Electrical D Plumbing D Mechanical D Pool D Spa D Retaining Wall D Solar D Other ____ _ 2. PROJECT INFORMATION FOR OFFICE USE ONLY Address .2:ZB f3 j::2< .. ,f:tr:lj:~..e~ ?~mg or Su1te No. Nearest Cross Street F1:2--I ~ "-( ~ . LEGAL DESCRIPTION Lot No.1 (p SubchV1s1on Name/Numbe~ /? \-\ O Omt No. \ s DESCRIPTION OF WORK Ch~~, nfy-~ 1 I 5~ s_:F, SQ. Ff. #(bF STORIES 3. WN IACI PERSON (if dmerenf from apphcanO ADDRESS 5 3 6S M / ~ ~ ~ , NAME ?M7( €== CI'IY<:;;At-1 0(~ STATE CA-ZIPCODE cf2.-\2,j DAYTELEPHONE 46°.z.-3L86 4. APPLICANI UCONIRACIOR UAGENI FORCONIRACIOR DOWNER UAGENI FOR OWNER NAME M~ L~ ADDRESS 55 5""5"' M I y2,,4. ~ rf"l- l DAY TELEPHONE -'3 [ CI'IY··~f'-l.O I &.255' VBNJUAA &.,VO· SUI tr.$ ~ STATE (A. , ZIP CODE Oj f ~ (P DAY TELEPHONE 8l8 CJ '8{R ,.. --f CP NAME CI'IY STATE STATE LIC. # ADDRESS ZIP CODE DAY TELEPHONE LICENSE CI.ASS CI'IY BUSINESS LIC. # DESIGNER NAME ~N(S.. Sf?//T-H ADDRESS 5"355' MIV2,A-~1f:> Fl-- Git 7o/ CI~ Ple6to STATE CA--1. WOllRERS' WMPENSAIION ZIP CODE cf 7/ ?-f DAY TELEPHONE .q~-!S/0{:f:ATE UC. # Workers' Compensation Declaration: I hereby afhrm that I have a cert1hcate of consent to self-msure issued by the Director of Industnal Relations, or a certificate of Workers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800, Lab. C). INSURANCE COMPANY POLICY NO. EXPIRATION DATE Cert1hcate of Exemption: I certify that m the performance of the work for which this permit 1s issued, I shall not employ any person m any manner so as to become subject to the Workers' Compensation Laws of California. SIGNATURE DATE A. oWN£1t-B0iIDER DECl.AltA'fioN Owner-Builder Declaration: I hereby afhrm that I am exempt from the Contractor's Llcense Law for the followmg reason: D I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale.). D I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). D I am exempt under Section ________ Business and Professions Code for this reason: (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 IBIS SEc'IION FOR NON-RESIDENTIAL BUlLDING 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 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? DYES D NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? a YES D NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? DYES D NO IF ANY OF TIIE ANSWERS ARE YES, A FINAL CERTIFICATE OF ocx:LJPANCY MAY NOT BE ISSUED AFTER JULY 1, 1989 ~ TIIE APPUCANT HAS MET OR IS MEETING TIIE REQUIREMENTS OF nm OFFICE OF EMERGENCY SERVICFS AND TIIE AIR POLLUTION CDNTROL DISI1UCT. 9. OONSIROCIION mNDING AGENCY I hereby afhrm that there 1s a construction lendmg agency for the performance of the work for which this permit 1s issued (sec 3097(1) GIVlt Code). LENDER'S NAME LENDER'S ADDRESS 10. APPilCAN1' CEit'i'IF1CA'i10N [ certify that I have read the apphcat1on and state that the above mtormatlon 1s correct. 1 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 Al.SO AGREE 10 SAVE INDEMNIFY AND KEEP HARMLESS TIIE CTIY OF CARISBAD AGAINSf AU. UABIIJTIF.S, JUDGMENTS, CDSTS AND EXPENSF.S WIIlCH MAY IN ANY WAY Aa:RUE AGAINSf SAID CTIY IN CDNSEQUENCE OF TIIE GRANTING OF 11IlS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. APPLICANT'S SIGNATURE r visions of this Code shall expire by limitation and become null and void if the · 365 days from the date of such permit or if the building or work authorized by is commenced for a period of 180 days (Section 303(d) Uniform /2ilding Code). DATE: 8' /Z.,/q,'3, ~· PINK: Finance I S E W E R P E R M I T 09/16/93 14t56 Page 1 of 1 Job Address: 2285 RUTHERFORD RD Permit. Type: SEWER -OFFICE/WAREHOUSE Parcel No: · Description: TENANT IMPROVEMENT Suite: : 7693 SF WHSE TO MFG 460 SF WHSE TO OFFIC Permitee: LARWitJ ROSEDALE PROPERTIES 16255 VEN'rURA BLVD #4300 ENCIN0 1 CA 91436 *** Fees Required Fees: Adjustments: Total Fees: Fee description ------------~------Enter Office Squar Total EDUs serv,er Fee Enter Sewer EDUs a 1, SEW~R TOTAL '- \ *** \ ' ,,. 818 986-4644 CITY OF CARLSBAD Permit No: SE930060 Bldg Planck#: CB930807 3936 09/16/93 0001 01 02 C-PRMT 688.00 Status; ISSUED Applied: 08/20/93 Apr/Issue: 09/16/93 Expired: Prepared By: HE 2075 Las Palmas Dr., Carlsbad, CA 92()()C) (619) 438-1161 I .I I CITY OF CARLSBAD INSPECTION REQUEST PERMIT# CB930807 FOR 11/10/93 DESCRIPTION: 7693 SF WAREHOUSE TO M:FG 460 SF WAREHOUSE TO OFFICE 8153 SF TOTAL INSPECTOR AREA TP PLANCK# CB930807 OCC GRP B-2 CONSTR. TYPE VN TYPE: ITI JOB ADDRESS: 2285 RUTHERFORD RD APPLICANT: LARWIN ROSEDALE PROPERTIES CONTRACTOR: OWNER: STE: LOT: PHONE: 818 986-4644 REMARKS: RS/989-7681 SPECIAL INSTRUCT: PHONE: d PHONE: INSPECTOR ---,;,/"------------ TOTAL TIME·: --RELATED PERMITS--PERMIT# TYPE STATUS SE890127 swow IS.SUED WDP02041 WOP ISSUED SE910099 swow ISSUE.D C0920013 COFO ISSUED CB911653 MECH EXPIRED SE910100 swow ISSUED SE920001 swow ISSUED SE920014 swow ISSUED C0920088 coro ISSUED AS920050 ASTI ISSUED SE920053 swow ISSUED FA920006 FALARM ISSUED AS930043 ASTI ISSUED CB930715 ITI ISSUED SE930060 swow ISSUED AS930056 ASTI ISSUED AS930061 ASC ISSUED CB930856 ITI ISSUED AS930070 ASTI ISSUED CD LVL DESCRIPTION ACT COMMENTS 19 ST Final -structural 29 PL Final Plumbing 39 EL Final Electrical 49 ME Final Mechanical -------,.........-------------"-------'----'--------------------_........., ___________________ _ £ ~ -·--·- ***** INSPECTION HISTORY***** DATE 102.893 102893 101293 100693 100193 092793 092493 092493 DESCRIPTION Frame/Steel/Bolting/Welding Rough Electric final Combo Rough Combo Rough/Ducts/Dampers Roof/Reroof Frame/Steel/Bolting/Welding Interior Lath/Drywall ACT INSP AP TP AP TP PA TP AP PK PI TP AP TP CA PK CA PK COMMENTS CONTROL RM CONTROL RM WALLS TI INC, OK TO OCCUPY EQPT PLATFRM PURLIN REINF BY TIM BY TIM •--1 --~ CITY OF CARLSBAD INSPECTION REQUEST PERMIT# CB930807 FOR 11/10/93 DESCRIPTION: 7693 SF WAREHOUSE TO MFG 460 SF WAREHOUSE TO OFFICE 8153 SF TOTAL INSPECTOR AREA TP PLANCK# CB930807 OCC GRP B-2 CONSTR. TYPE VN TYPE: ITI JOB ADDRESS: 2285 RUTHERFORD RD STE: LOT: ***** INSPECTION HISTORY***** DATE 092493 092393 092393 092393 092193 DESCRIPTI0ON Gas/Test/Repairs Gas/Test/Repairs Frame/Steel/Bolting/Welding Rough Electric Sewer/Water Service ;, ACT INSP CA PK PI TP AP TP AP TP AP TP COMMENTS BY TIM SET 24 HR CLOCK TEST DMZ WALL LINE I OFFICES DMZ WALL LINE I OFFICES CU WATER IN DMZ WALL RECEIVED O l; t 1 3 199~ Cb FINAL BUILPING INSPECTION - DEPT: BUILDING ENGINEERING .. FIRE. PLANNING U/M WATER PLAN CHECK#: CB93·0807 DATE: 10/12/93 PERMIT#.: CB930807 PERMIT TYPE: ITI PROJECT NAME: 7693 SF WAREHOUSE TO MFG . 460.SF WAREHOUSE TO OFFICE 8153 SF TOTAL ADDRESS: l2285 RUTHERFORD RD CONTACT PERSON/PHONE#: RS/989-7681 SEWER DIST: WATER DIST: INSPEC+;Eb BY: C, • bag cJL, INSPECTED ijY: INSPECTED BY: COMMENTS: DATE INSP~CTED: DATE INSPECTED: DATE INSPECTED: P-t1.&t2~ APPROVED _12£. I' APPROVED APPROVED DISAPPROVED DISAPPROVED DISAPPROVED "t:::1~ .. _,·1,;;;.,;:c..,·.,:!n,.~,·,..._-•• -••• ••r-.,.,.-.. ,.i•• v , • .,,,...,,.~ ••• ,..,,, ••' r, ,.,.,. ,,,,.,,,. •• • •"• •••-~ .... , ... DATE: ESGIL CORPORATION 9320 CHESAPBAKB DR., SUITE 208 SAN DU~GO, CA 92123 (619) 5~1468 JURISDICTION: PLAN CHECK NO: q3-5o7 SET: It PROJECT ADDRESS: 2.-Z..5S &vl?tf&,cc:,..e..D &o PROJECT NAME: ______ c.A-l ___ =l~A~1-v=;ty......., __ 1~.X.=--.....------ 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 jurisdi-c.i:ipn's building co.des when minor deficien- cies identified _ are resolved and .checked.by building department staff. 0 . The plan$ transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. · 0 The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to return to the app~icant contact_person. O The applicant's copy of the check list has been sent to: ~ Esgil staff did not advise the applicant contact person that plan check has been completed. O Esgil staff did advise applicant that the plan check has been completed. Person contacted: . ------------ Date contacted: _________ Telephone i _______ _ 0 R~MARKS: ------------------------------ By: /¾r:e.. ",c,5c !ft& ·Enclosures: ESGIL CORPORATION loc,.... ---------- 0 GA OcM OPc '_:· -::il;f ;:!.~~: :!.:..: ~--:·.--: ... ,,, \ ·-· . .;."_~~ ~:.·· -· . -··--. _...... -. ·----'--,...,: .. ~ !:;-~·,·:~··. -...-.-.~ --....... --- ESGIL CORPORATION· 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: 8/zs· fn QAPPLICANT JUR SDICTIO JURISDICTION: CARLSBAD PLAN· CHECK NO: 13-807 SET: T. PROJECT ADDRESS: __ 2_Z.~8=5=--'-'g~u~Tff£1'.~'~-~F~O=~=o=---'~~£)=---- PLAN CHECKER QFILE COPY QUPS QD·ESIGNER PROJE;CT NAME: __ _.:C""-A_,_U=-·.:..;A-~k.,=-:..A::Y~---'-' 7; _________ _ 0 -The plans transmitted herewith have been corrected where necessary and substantially comply with the .jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified _ · are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. f&.ii The check list transmitted herewith is for your information. ~ The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. 0 . The applicant's copy of the check list is enclosed fo-r the ·. jurisd~ction to return ·to. the. app~icant · contact person • .,.• .. . __ ~ _Th~-applican~,' s_ copy of_ t~e_ check_ -~ist has been sent to: --'tn.;..:..,Af?.K.=:.==--·_ .... -~L ... AN=6-:::.. .. .:..:idN~----------------------.·· . • • >-~ " -v ·-... -~----• t . ' • : .. • -•• -· -· ---_,., ____ • ·- ~~-~ ·:"· · s:sss · ·;:,.,~ · so,u;.EJv.m ·.ff.... =11=750 : so ~ n,z.., J .. ;. .. · ;~JEsgil staff did not advis~ the applicant contact person that . plan check has been completed. . · o· Esgil s.taff did advise __ appU,cant that the plan check has been completed. Person'contacted: _____________ _ Date contacted: Telephone i ----------------.. D REMARKS=---------~-------------·, -._•;' :·-··~, _______ _.___;_.._ _____ -__________________ _ By.: (ET£ r~C~ Enclosures: -----------ESGIL CORPORATION 8/16 ;fz . .so c.06 · et-z..:i. . -LJA171i0 ,=v~ te..l!111.s£t> PlAN..J ~GA ~CM .-:·/::.···.:~"::~t~--:, --~ _:_-:: . , "' ' --~ . ~ . -.:. ~_; --. -· .·· ·-. -. ----- PI.AH cmx:K N0.: ____ 1a..;;.3_-_8_o_7 _____ _ JURISDIC'IIOH:--'CARI.SBAD===----------- 1'0:_~fl"\_N!... _____ ~f:::-__ l=A ___ N_6~AN-"-"--------- ocaJPAHCY: ______ L ___________ _ BIJILDING USE: ___ n--__,,A __ N ___ U ___ F ________ _ nPE OF CX>HS'IROC'J:IOif: __ 1 __ 1 __ 1 ____ 1 _H&__... ____ _ AC'J.'UAL ARFA: _____ ,x.-= ____ & ___ ·_1 S_3 __ ....,__ ~ AREA: ______ N_O ____ C. __ NAN......,_G __ f..._ _____ _ .,......,TIN:' "' .. -L .., ... ~=-----------------~ HEIGH?: _________ ~ ___ ,_, ______ _ SPRIRKLERS: Y€5 --------....a----....,.----- ocaJPAll? LOAD: ____ .... Y ________ _ . ·'RlMARES: ------------------------ . ~ .... ' : tli/~~f.i:I:·::_-.. ~: Date pians received by. jurisdiction: Date plans received by Esgil Corporation: Date initial plan check completed: __ 8_/_c:._s-_A....,1_3 __ By: _ _.P __ E--__ r TL--=-___..F,_,S __ l_lff-& ......... .....__ Applicant contact person: '-IS -Z. 3( 88 _ __________ Tel. ________ _ FOREWORD: PLEASE READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National l;: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. Code sections cited are based on the 1991 UBC. The circled· items listed neeci 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 · sta~e, county or city law. To speed up the recheck process, note on this list (or a copy) where each correction item has been addressed, i.e. 1 plan sheet, specification, etc. Be sure to enclose the marked up list when you submit the revised plans • -:·:,~ Rn'E;'.:" PAGE 1ftllBERS ARE Im D( ~ AS PAGES BAVJB; 1'0 I'DMS -IIDDIIE CX>RREC':rIOifS WERE -DELUED. LISI NO. 41 CARLSBAD TENAN? IMPROVE-mNT WITHOUT SPECIFIC ENERGY ZONE DATA OR POLICY SUPPLEMENTS, 1991 UBC --·.;.-· -· .. ---· -~ ........... ---... ~ -~- ..,,.r,•~rtr-r,,,c.,.,...,-•. u,,.,.,,. .... .,.w,,,,.,,, ... 7: :-_-...::;zg!,=,E:;~.;<~:-~:--_:_ . .,. ··---"';"''l.'U..,-• --• ~ • ' .. ;,_,·t~=·>::: :<· (7.Y Please make all corrections on the origi~l '(:-tracings and submit two new· sets of prints, to: Of?.. Esgil Co,rporation, 9320 Chesapeake Drh•e, cb Suite +.'208, San Diego, CA 92123, I· (619) 560-1468. . Please make all corrections on the original tracings and submit two new sets of prints, to: Toe jurisdiction's building_depart.ment. Indicate on the Title ~beet 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 Galifornia 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 e>.-piration and date plans are signed. Business and Professions Code. Provide the correct address and suite number of tenant space on the plans. Section 392(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. · ·::~ ~i USC· Se.ction::.3oi.~ ;fquir~ ,.th~ Building· ~fficia~ ·· l.~--to determine the · total. value of all ·. · ~: · const,ruction wo;k pr~osed under this permit. ___ =,££:Ii.,; !he~ valu_e_ shall include . ·-a-11-finish work, ·:7!?1":-" painting;-:--roofing;· ·· electrical,·' plumbing;-·· . : ... :~· heating, air conditioning, elevator, firt . extinguishing systems and · any other permanent .:::.:..:..l-::~: equipment._ Please provide a signed ·copy of the ,. ·designer's or contractor Is construction cost estimate of all work proposed. Provide a plot plan showing the distance from the building to the property lines and the location cf tenant space (or remodel) \;ithin the building. ,·· i/. On the first sheet of the plans indicate: T-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. '10_ Provide a note on the plans indicating if any \....:7 hazardous materials will be stored and/or used within the building \.?hich ex~he quantities listed in USC Tables 9-A @i_~~ . A/OTc. '-/7 r,-;\ . A complete description of the activities ,md ~ processes that will occur in this tenant space should be provided. A listing of all hazardous materials should be included. Toe materials listing should be stated in a form that would make classification in Tables 9-A and 9-B rossible. The building official may require a technical report to identify and de\'elop methods of protection from hazardous materials. Section 90l(f). I· :I 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. Toe 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. !he aggregate quantity of any hazardous materials "in use" and "in storage" shall not exceed the quantity listed in Tables 9-A and 9-B for "storage". Footnotes 2 and 3, Tables 9-A and 9-B. Provide a statement on the Title Sheet of the plans that this project shall comply with .. !itle 24 and 1991 UBC, UMC and UPC and 1990 NEC. 1/. Provide.a fully dimensioned floor plan showing _ .. ___ . the size and use of. all rooms o:r areas within I· 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 -:~t:~~£~~i-!~'::~;:::.=-~>T ~·:·~·~,.~. . . .-:,: -~-. ~ .' -- ~-l .. t -' ...,._.: ____ -,. -ll'.-1 -fidentify existing walls to be removed, ,.~-, existing walls to remain and proposed ne.,,. :-;:.-.:;::._"'aHs:::-:::·!dentify bearing "'alls, non-bearing ·. :·::_~-:wa.-ll'ii, and shear walls. ~:~ S:ho_w safety glazing in the following \.:::I cations, per Section 5406(d): · Where the nearest edge of glazing is · -· within a 24-inch arc of either side of a p1ff\£/,J>f.ON door in a closed postion (unless there is an intervening "'al 1 between the door and the glazing or if the glazing is 51-011 or higher above the walking surface). -,C Glazing greater than 9-square feet with the bottom edge less than 1811 abo\•e the floor and the top edge greater than 36" above the floor (unless the glazing is more than 3611 horizontally a-.:ay from walking surfaces or if a complying protective ba~ i~ installed). · · /. Glazing in shower ·and tub enclosures (including windo-..•s within 5 feet of tub or shower floor). -~ Provide a section view of all new int.erior \...J partitions-. Show: ~I~, si.:a Md sp111irtg of swlls. Indicate ~ gauge for metal studs. Specify manufacturer and approval number or indicate "to be ICBO approved". (hi' Method of attaching top and bottom plates 1' to structure. (NOTE: Iop of partition must be secured to roof or floor framing, unless suspended ceiling has been designed for partition lateral load). Wall sheathing 111Aterial and details of attachment (size and spacing of @ fasteners). · (d) Show heigpt of partition and suspended ceiling, and height from floor to roof framing or floor framing. 2$. Provide notes and/ or details to show that the / floor and wall finish in toilet rooms are surfaced with a smooth hard non-absorbent material extending-five inches up the wall. Similar surfacing shall be provided on the walls from the floor to a height of 4 feet . _ around urinals and within. water closet .;,..:,-~:~·.;compartments ... Se~tion SlO(b). 'E ·. Note ci~ the pl~s: · 11~11· interior finishes ~t. . -~ comply .. with Chapter 42 of the UBC11 • Specify ... ";::;-?'"""' "Class· ··· · ·. flame· spread· rating· (minimum) · -, -: : · for ------------·" · "· ;::\_: No~e. · on plan that suspended ceiiings shall ~, comply with UBC Tables 47-A and 23-P. I- .. ;';;_,.:; ·: In buildings having floors and roofs of wood frame construction, qther than· dwelling or hotel occupllncies, draft stop the area between the ceiling and floor above so that no concealed space exceeds 1,000 s.f. and no horizon~l dimension exceeds 60 L.F. (if space has sprinklers, then 3,000 s.f. and 100 L.F.). _Section 2516(f) • :-~i-.r .,,:-..:.··,, ·.-.-.. f?-1c.C~t!./:.. T1-fE_. 'JOI" OF V ,qs-~ buildings having floors and roofs of wood \.:7 f~ame construction, other. than dwelling or hotel occupancies, draft stop the area between the ceiling and roof above so that no concealed spa~e exceeds 3,000 s.f. and no horizontal dimension exceeds 60 L.F. (if space has sprinklers, then 9,000 s.f. and 100 L.F.). Section 2516(£}. f j- I 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). !he tenant space and new and/or existing facilities serving the remodeled area must be accessible to and functional for the physically disabled. See the attached correction sheet. Title 24, Part 2, The width of the required level area on the 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·l304, Title 24. If both sEµCes will be employed and the number of employees exceeds four, provide separate toilet facilities for men and women. If "both sexes will be empioyed 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 .. r· --required between. _______ occupancy. and · the _____ occupancy. Table 5-B. '!,<-_ Ducts penetrating occupancy or area separation -T · ·· walls must have fire dampers. Section 4306 (j). · Stf. ... In areas where the occupant load exceeds __ , / two exits are required. See. _______ _ ____ • Iable 33-A. Provide an exit analysis plan (may be 8 l/211 x 1111 or any convenient size). Exits should have a minimum separation of one- half the maximum overall diagonal dimension of the building or area served. Section 3303(c). 3 --·.:~;:x~~~t:n~0-~;;5.:.: _;.:·. :· --~ ;_-"'~ -. ~.i.--;~:.-.. -i.::.,---: ,;..: ·_ • - • ':_~ ~~ ~~Jf: .:-:~:;\-.. -~--... °f~ffh~~-~~ --number of required exits and their l:.:;:.:.-r required .. separation must be maintained until ···::--1:~gress is.provided from the structure. Section ·_ =\; 330_3(a). - ~ Rooms ,..ith ·more than 10 occupants may ha,·e ~ ~--exit. through 2n.! adjoining room. Revise exits 0 ··-.•'."".-· to comply. Section 3303(e). I<"" /01--!:-xlTS 55. . · '/t /07 /rNO i..,M..£-tft>VSf. (,i1..So cA,Nt<J1 l.l<.17 THU~// Corridors must provide continuous 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 wid'th, Section 3305(b). · DIMfA/SlON Tri£. Exit signs are required whenever two exits are~) required. Show all required exit sign locations. Section 3314 (a). AT Doc.,,L6 y.-· .-'t,_ __ tN70 w~ £. Show that exits are lighted with at least one foot candle at floor level. Section 3313(a). Y. -Show the .locations of existing exits from the building and show the path of travel from the remodel area to the existing exits. Note on the plans: 11All exits are to be openable from inside without the use of a key or special knowledge11 • In lieu of the above, in a Group B occupancy, you may note 11Provide a sign on or near the exit doors reading I"rlIS DOOR IO REMAIN UNLOCKED DURING BUSINESS HOURS". This.signage is only allowed at the main exit. Section 3304(c). Exit doors should be a minimum size of 3 feet by 6 feet 8 inches with a minimum door swing of 9.0 degrees. Maximum leaf width is 4 feet. Section 3304(f) .• ·4,.t_ . Exit doors shou~d swiµg 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) __ __,._ -46".~---Regardless of occupant load, a floor or landing 1:.....· · 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 ,.ii.ere not _ .. i_ ::::,_ used for disabled access). Section 3304(i). · : · j.~ ··Doors.· sh~uld · not project more than 7 inches . ---:::~---;"-into the required corridor width when fully <,--,,_,,,_ opened, nor more than one-half of the required -~':-~2it.:corridor width when in any_ posit~on. Section • _:· . .t:;.<:::::;f 3305(d) ~-:-:~-... -.. _.'. · . . . . •• ,..._,._"1..;•r_, f'"-e:")!,C• •' ' • •. • • • ~ J{sfir~~"<?!!i:nS~..: 8-iid~ and: ov~ead_ doors are not. .,.,., (.,..:;;~:' permitted, as. exit doors if the . occupant load .-::'\.tifJ;~. exceeds 9 or the · exit door serves a hazardous .. _. <; area·. Section 3304(h-), :::~~~f"Pii>fidi:';~i~: ~4ware in -G~~~ A,E,H-l;H-2,H-3 · . r:: · · and I occupancies. Chapter 33. . . . y-_ Double acting door.s 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). -.. ·, ~ ·. ,: :~ ... : .. · _-- t]jj;;, ·:Ji5:it,;~i~·:.' ,, .. , . .-.:~ -~~¥~-~:. ~" . 0 ( iv, DT»-l)V7!. •r:>€ t,~oo,-..S · When two exits are required, dead end corridors and exit balconies are limited to 20 feet. .Section 3305( e). Corridors serving 30 or more occupants shall have walls and ceilings of one-hour construction. Show compliance or clearly show on plans which of the following exceptions h~s been satisfied: Sfl.. l-fZ.. ()({.ov10£... A-1 I-IL--CoAf<.. "JI:> Savn+ £x1r 'al. Corridors greater than 30 feet wide when r · the occupants have an exit independent from the corridor. I f I Exterior balconies. sides of exterior exit 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. 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 170S and are not more than three fourths of the floor• to-ceiling height. Section 3305 (g). _ .· si. ·· Section 3305(g) ,-Exception S, cannot be used / for non-rated corridors in a fully sprinklered office space ~f the occupant load in the space -!-~ ::::::-::::·~g), ~ception-5-do:s-·not -apply to r· co111110n corridors where the corridor serves as · r· · 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. -·. -.-------------------------------------------------0------··-'•'" .1~t;_.~;,~~,~~~-~ - .::;;,,~;~_/~?· ... . _,,~.. -.. -... ·~·t ·.--· -.,_ -- .;-~,1J!!' •• ~· ' • -~"·~---"'-::--. .. ..-. . . '• ,...-.,,_:,.-..,:,..,~.,, ...... .,.,.l,....,.,,~--... ,-..,...~· ~ ' 4 .... ···---···-··--·-··-········-··---··-·· ··-·--------~---- . . . . ,, 6j._, ·u--non;rated ·. corridors ~e used per Section (. .• ·:· 3305(g)';-Exe. 5, provide a reference to the _'.'.,._.-;:.~ coiridors=·ori' the floor _plan, noting: 1. Corridors are non-rated per Section 3305(g), Exception i. 2. Smoke detectors shall be maximum 30 1 on center. 3. Power supply shall be dedicated branch c ircu-i-t. Circuit disconnecting means shall be accessible only to authorized 0 personnel and shall be clearly marked FIKE 7/ ALARM CIRCUIT CONTROL, with a lock-on · "l • device. f ;If a tenant space utilizes Section 3305(g), Exception 5, then that. tenant space shall be seEarated from adjacent 'spaces by a demising wall constructed · as for a one-hour corridor wall. 6Z. Clearly show where the non--rated corridor / system terminates and a rated corridor system- commences. r-::') One-hour fire-rated corridors shall have \7 ·interior door opening$ 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),. 0 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 · :, wan of the room which it is separating from the corridor. Such openings shall be protected .. : by fixed glazing listed and labeled for a fire- .· .-'".: prot~ctiori rating of at least 3/4-hour. <: . Section 330S(h). r::x:-~h~. · ~ated. corridors, lobbies, reception or ~~foyers cross-hatched on the floor plans. --~j~;id;~~~o~i~t;,:_~chitect~ai"· se~ti~n o~ \..:,4t ~he· corridor·, or eX:terior exit balcony, .::::=-2&.:s]fowingt. alF-fire-resistiye materials and----... ·:.;:rI:~:f-details· of construction fo·r all floors, walls, .. · :':..:::~-::::-,ceiling and all penetrations. -Se,ction · . -:,: .;, 3305(g)., , · :· .-. : . ®f~~~-~~!i~~!~;~~i~~~::~~:::s~-~l~~I!:t- 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). --"', .. -.--.. ,_-.,--.. ..... . ~;:-~ :Jt-:_ :~ ~ ~ ., ,-"' . -. ~-·· --~:~.,·'"'-· ·..;_ . ~---6 .... :~1.::",-..... : -~4~,.-'i;<-~--r' • --,v_•• .l'~NN;..r.-,.,........;.,.......~,.,......._ .. ,, ~~ -· (3. 0 If a room •,dth an exhaust fan has a door opening into a rated corridor, show how make- up air will be provided to the room. The door cannot b.e 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 eleva·tor 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 ,.,ithout 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 fi+e·resistive 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 ICBO numbers (or equal) for any sealant): A. THROUGH-PENETRATIONS (through the entire assembly): l. Fire-resistive bearing walls and/or walls requiring protected openings shall have penetrations protected with through- penetration fire stops havfag an F- rating, I-rating or complying with UBC Standard 43-1, depending on their locations, sizes and combustibility. 2. Fire resistive floor/ceiling assemblies shall have pemetrations protected with through-penetration fire stops having and F-rating, I-rating or complying with UBC Standard 43-l, depending on their sizes, combustibility and whether the penetrations are in walls above. B. MEMB~-PENE'IRAIIONS (through only one side of an assembly): l. 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 -· sf; , in. for · any 100· sq.· ft. · of wall) require no protection • 2. Fire-resistive ceilings shall have no penetrations, except for noncombustible sprinkler pipes and steel electrical outlet boxes as described above. NOTE: The plans should indicate the various fire-stop ratings required for all penetrations. Provide a note on the plans stating "Penetrations of fire-resistive walls, floor- ceilings and roof-ceilings shall be protected as required in UBC Sections 4304 and 430511 • 5 1/..'· Pro;ide -evidence of Health Department approval ._;_.[;_.:.:_ (for .. restaurants or for tenants using X-ray ·,-~e·quipment)-. ·-· · · w•~. ~ _': •- 7,( ·. ·If nonflammable supply cylinders for medical l~' · gas systems are l_ocated insi~e buildings, sho'w . , .•. :. how they comply ...,1th UBC Section 702(c)4. 7/.. Submit pian sho,dng location of all panels. / __ Submit panels schedules. ,{. Submit electrical load calculations 7: Indicate existing inain service size. y{. Indicate existing total u~in service load. yr{. Indicate.new additional_l~ads. @ 3 Indica·te ""iring method, i.e. EMT, metal flex. @ Show exit signs on the electrical lig.½ting plan(s). As per Section 3313 and 3314 of the 1991 UBC, provide two sources of po,.,er to exit signs Mi •ni:4: i:H•isu•hR.- Provide receptacle(s) ,.;ithin 25' of HY.'>C units. UMC Section 509. Provide multiple switch lighting controls per Title 24, Part 6. MmWf.ICAL 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, u"BC. s(. Provide mechanical plans sho,dng existing and proposed HVAC equipment, -ducts and access to equipment. . s/.. Detail access and working clearances to h"\'AC · :_ : equipment. . . . · -/¥·.: ~~ii:: disp9s;i · _ o-f -~in ~ondensate .drai~ge . · _ from air conditio_?ing units. . (UMC Section . :: . .'.:i.~~L--... ~"'--" .. -::.: -=----___ :_. --·-'"------~-· -.. -. :":j-6:;:-i,;f-;ti-. -~;~rfi~ .... -· ·c~·;~~nd.-;y)• ~ondensate discharge from air conditioning u."lits that are ,-· . .: .. ::.....;.,.in.a ceiling spac~. (UMC Section 1205)· _ . '"'?(i:~:-;;;;~-~a~e~ . ~orr~do~~--~;--not--to. be ~sed to convey air to or from rooms. UMC Section 1002. '!'-": 1 l~. Provide gas line plans and calculations, sho ... ·ing pipe lengths and gas demands. UPC Section 1219. Provide drain, ,.,aste and vent plans. Provide 1.·ater line sizing calculations. Section-1009. UPC Detail how floor drain· trap seal is to be maintained. UPC Section 707 (floor drain trap priming). Sho-..• P & I \'alve on -.:ater heater and detail drain line route from P & I ,•ah•e to the exterior. UPC Section lOOi(e). Show 1/4" per 12" slope on drain-and -.:aste lines. UPC Section 407. Provide a drinking foun.tain at each floor le ... ·el :.n assembly occupa.."lcies (e>:cept drinking and dining establishments). UBC Section 605. Note. on the plans that new ,.,ater closets and associated flushometer 'l.'alves, if any, shall use no core than 1. 6 gallons per flush and shall oeet perfo:ma.nce standards established by the American National Standards Institute Standard· All2.l9.2, 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.l9.2. H & S Code, Section 17921.S(b). ~ Pro\·ide complete energy design calculations, including all existing design and ne·w energy design for this building. See attached non- residential energy design checklist. For remodels in an existing conditioned space, show t...at the remodeled space -.:ill not use -more energy than the existing space or sho..., the :remodeled space will conform to latest energy design standards. Ciff OF CARLSBAD ~ · -~ Roof mou:1t.ed equipment cust be screened a."ld \.::.7 roof penet:.ations should be minimized (City Policy 80-6). ~ N~ \:iring is permitted on the roof of a ~ building and wiring on the exterior of a building requires approval by-the Building Official. (City Policy) ' ,L ... " ··>: --------.----------------------:...:.... ______________________ _ f.:-~::~· !.·: "'; ~ _ ..... ' -·;::.t..... . .... ",. -. " ·~· .:-.::::~:""""'----------,----------------_;•:__ ____________________ _ -~sf~:~-~~.; -... ';·_ 6/25/93 .. -------, --* ~ .. ~ ...... --.-----... ;;._~._ ... ~ .......... ~ ....... '--',,. 6 ·~:~i( r~~~-mounted equipment shall be concealed ~ from view. Provide structural detailing for -~:~_:_ ·the'· screening. ---HI~S @ Please see additional corrections or re.marks ,. _ that_ follow. ~ Io speed up the recheck process, note on this \::.7 list (or a copy) where each correction item has been addressed, i.e.,_ plan-sheet, note or detail number, calculation page, etc. Please indicate here if any changes have 'been made to the plans that are not a result of corrections from this list. lf 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 list7 ·:r1e.ase check. ____ Yes ____ ... No The jurisdiction has contracted .,..ith Esgil Corporation located at 9320 Chesapeake Drive, S~ite 2081 San Diego, California 92123; telephone number of 619/560-14681 to perform the plan check for yoc.r project. If you have any questions regarding these plan check items, please contact. _______ _ .,..----,---f __ £_TL __ ...;F_,;,.;1s_c_ftf..e..;...;:;;;-;;..;;;:. _____ at Esgil Corporation Thank you. Enclosures: 1. ___________________ _ 2._. _________________ _ 3-. ________________ _ ;;:. I. ~---... -~ .½ •• ,-.. ~-··--~.; ·--_. ' . . , . . . ' ....... -.€,.....,,,... ... ,... ....... . • . r •;.· •• ' • 6/25/93 @> Stftw M..L r,.,.,('1.(S ML. ( 1-K.. FULL fft-1{,HT p~ 7)<16lL r7-A (so,.,,1; .._,t+L£ s M-i. FINI$ !+ll) C/IJ OAJt, s,.0£..) 7 -~io:rOH:. ____ .,:e,::;.,A~4~t.'-S.....,,/{~,4"-=te,------~---' ~--:·"'~-,-~ :·· -- PLAN am:x JUl!D: __ 9;.___,;;;;3_-_S_o-..:..7 __ _ ., ,I -t I· . . ...... ,_. ,,. __ -:, ,A., -·· s :. ,.. 1· I ; I '; /, ·,, ._"' ,.. I /_.,) _< / . ·l, -',. ... ~ ~ ; t="-~ ,..~ .• -........ -..... __ • --,-. .. _.,.,_ -:~.:. -: -··.:,.::. -~: ~ .. -., ! .,,., •'. DA'tE: . e--z t/-9'.3 ~ GWf ADAKEX PLAN O:lECKER: D . D----- ! ) . .. -~ ---' .. __ ' ... ~ .,,.,._..,.... __ .. ,,.._,_~,-... _,_..__,~,,. .. ,,~-----.... --...... ~-.... ~-.......... ,....,..,.~ .... ~-· ---: ,:_.:_ ?.':' -:~ ~ .. -~~;;;·D. ·:'; ·t· :~ ·.-8/zs /ti-,; -·····~-' a es ____ 1.,;, Jurisdiction CARLSBAD~ .. . ------. - . :·.( · Prepared bys ___ :_:~ pm,.·· FrSCH-i./4... . VALUATION AND PLAN CHECK FEE o Bldg .• Dept • D Esgil . PLAN CHECK NO, __ q __ J_-_8_o_7 __ BUILD-ING ADDRESS Z 2..85" /<.-I.ITJf£/<-FO..<...C f:_O ..... APPLICANT/CONTACT ---------PHONE NO. _______ _ BUILDING OCCUPANCY. TI:-Z7.. DESIGNER PHONE ------ TYPE or CONSTRUCTION :JLN CONTRACTOR PHONE ----- BUILDING PORTION BUILDING AREA VALUATION VALUE MULTIPLIER TL S153 cs-cos 8 z.s-' I .. I I I I I I .. I I I , ·-:: Air· Conditionine: .. Commercial . @ ~ --....... --~-. --·-· I·-@ •. ::..::·· --:,-,,:-Resid·entiar-··· .. -' . .. , Re$-. or Comm. ;._ Fi"re· S"Orinklers .. @· . Total Value " I I c..OJ 82S-., . . :::~:...---r ... :---'l: ~\..-· .. ~-;:..-· -<r• . -~ --~--8 ~~!~in g r ~; Ill it fee s ___________________ $ ___ /_0 __ 0 __ 3_S,_o __ _ ._-_ .... · -.-_.: .. :_ ·: .. -'·. ·-~ ·.• : <·::~ Plan Checlc f"ee $. $ 6S"L '2.S .. :·~~·,::;f:;,:... ..... ~:.:;_·~---~. --'~----------------------------. ·:_~~~~~'-~l-~-:-:-:·-~~---:---- ~ .:~. -....... -~ -... , . ··-COHHENTS• ·~-::· ~ .. " .. ., ------------------------------ •. .. . SHEET I OF) --------12/87 .... • .:, I . City of Carlsbad · M#hi·ihi4§ihi~i-14·ihlhet¥hil · ~/,,/4 BUlLDING PLANCHECK CHECKLIST /?_,d . · bATE: t:'3 . · PLANCHECK NO. Ul7 -fi':, -,/21 J BUILD!\.; ~SS: d :2/75 /fvl'Jk-;efi} {f .D /ff;~)) PROJECT DESCRIPTION; t'//,,wµ ~ ~ ,,;l/sa ~ /Jlrtf'-14' ~faCe ~ ASSESSOR's PARCEL NUMBER: e(/,2--.o6.2-tl f' EST. VALUE CX0.3 J::2...S- 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, .jncluding 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. ATTACHMENTS D Dedication Application D Dedication Checklist 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/~r specifications to this office for review. By:._· _________ Date:. ___ _ By:. _________ Date:. ___ _ .By: __ . _________ Date:. ___ _ CONTACT PERSON. D Improvement Application. D Improvement Chec~~list NAME:-,--__ .;.__ __________ _ D Future Improvement Agreement ADDRESS: __ _,... __________ _ PHONE:. ______________ _ P:\docs\chklst\bp0001.frm REV 6/5/92 . 2075 Las Palmas Dr. • Carlsbad, CA 92009-1576 • (619) 438-1161 • FAX (619) 438-0894 ® 4 BUILDING PLANCHECK CHECKLIST SITE PLAN 1 ~t/2ndv' 3rdv' c? D D 1. Provide a fully dimensioned site plan drawn to scale. Show: D D D [J A North Arrow D. Property Lines Easements B. Existing & Proposed Structures E. _Easements . . · C. _Existing Street Improvements F. Right-of-Way Width & Adjacent Streets 2. Show on site plan: A. Drainage Patterns C. Existing Topography B. Existing &. Proposed Slopes 3. Shovi on a section drawing or include a note stating that there is a minimum of 611 difference between the finished floor and the finished grade elevation adjacent to the structure. 4. Include note: "Surface water to be directed away from the building foundation at a 2% gradient for no less than 5' or 2/3 the distance to the property line (whichever is less).11 On graded sites, the top of any exterior foundation shall extend above the elevation of the street gutter at point of discharge or the inlet of an approved drainage device a minimum of 12 inches plus two percent',' {per 1990 USC 2S07(d)5.). p. 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 squar~ footage of different uses (manufacturing, warehouse, office, etc.) previously approved. · · EXISTING PERMIT NUMBER DESCRIPTION . . tJK,'fn~J.;5/kll /4141.F-e/J d ;o_tJ % _ u:usi Jt-A-T/i: fbfc. swf.-/f>P/t. ~~#'f Cl.3 ?t-1J6 ¥6 e?.s,if EDv. -------'-------------- P:\docs\chklst\bp0001.trm Page 1 of 4 REV6/5/92 4, BUILDING PLANCHECK CHECKLIST DISCRETIONARY APPROVAL COMPLIANCE Jlv' 2ndv' 3rdv' 7/10 D .s. Project does not comply with the following Engineering'conditions of approval for Project No. __________________________ _ ri/ D D 7k Conditions were complied wJth by: ______ _ Date: ------- DEDICATION REQUIREMENTS . 7. Dedication for all street Rights-of-Way adjacent to the building sit~ and any storm drain or utility easements on the t?uilding site is required for all new buildings and for remodels with a value at or excee.ding $ · -pursuant to Code Section 18.40.030. . . ( Dedication required as follows: --------------,------------------ Attached please find an application form and submittal checklist for the dedication process. Provide the completed application form and the requirements on the checklist at the time of resubmittal. · Dedication completed by------------,------- IMPROVEMENT REQUIREMENTS Date: ___ _ 8a. 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 t.o issuance of permit. Attached please find an application form and submittal checklist for the public improvements requirements. Provide the completed application form and the requiremen,s on the checklist at the time of resubmittal. Improvement Plans signed by: -----'------------Date: __ _ . P:\docs\chklst\bp0001.frm Page 2 of 4 REV 6/5/92 ' ~ . ~ BUILDING PLANCHECK CHECKLIST · 1 stv' 2nd/ 3rdv' D D D Sb. 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: ________________ _ D D D · Sc. Enclosed please find your Future Improvement Agreement. Please return signed and notarized Agreement to the Engineering Department. D Future Improvement Agreement completed by: ______________ _ Date: _________ _ 8d. No Public Improvements required. SPECIAL NOTE: Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of _ the City Inspector prior to occupancy. GRADING PERMIT REQUIREMENTS the conditions that invoke the need for a grading permit are found in Secti9n 11.06.030 of the Munidpal Code. D D · D 9a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut, fill fmport, export). D D D 9b. 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. · lo D Grading Inspector sign off by: ------------ 9c. No Grading Permit required. BUILDING PLANCHECK CHECKLIST P:\doca\chklat\bp0001.frm Page 3 of 4 Date: ____ _ REV 6/5/92 . . . MISCELLANEOUS PERMITS .; 2nd./ 3rd./ YJl D D 10. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or fl private work adjacent to the public Right-of-Way. Types of work include, but are not limited to: street improvements, trees, driveways. A separate Right-of-Way permit issued by the Engineering Oepartment is required for the following: ______________________ _ Plea$e complete attached Right-of.-Way application form and return to the Engineering Department together with the requirements on the attached Right-of-Way checklist, at the time of resubmittal. IX! D D 11. A SEWER-PERMIT is required concurrent with the building permit issuance. The fee is n_oted _ in the fees section on the .following page.- Ill o · 0 12. INDUSTRIAL WASTE PERMIT is required. Applicant must complete Industrial Waste Permit Application Fo.rm and submit for City approval prior to issuance of a Permit. Industrial waste permit accepted by:_______ Date: ------'-- P:\doca\chldst\bp0001.frm Page 4 of 4 REV 6/5/92 , . . ' ,..------------------------------------ _) EDU's: ,~/,,, WITHIN CFO: 0 YES· (NO BRIDGE & THOROUGHFARE FEE, REDUCED TRAFFIC IMPACT FEE) .,8[NO ~ 1. -PARK-IN-LIEU FEE PARK AREA: ----- ~ 2.TRAFFIC IMPACT FEE ADT's: __ ') __ _ FEE/UNIT: ___ _ ~-,rt) FEE/ADT: _ 33 ------ 18J 3. BRIDGE AND THOROUGHFARE FEE . ADT's: 7 FEE/ADT:j/ tft;l-~ ~ 4. FACILITIES MANAGEMENT FEE ZONE: -----FEE/EDU: ___ _ , ~5. PUBLIC FACILITIES FEE _@-6. Sl=WER FEES PERMIT No.5£ 9-=?atJ &I/ EDU's: 1>-;J)"? _ -FEE/EDU: /7b / BENEFIT AREA: r° 7Z'1 FEE: /Z'f Pb,/ !>13 ~ 7. SEWER LATERAL REQUIRED (2,500 DEPOSIT) ~ £8"1'~ $ ij' 5""9 ~ $ ~ ;__ 9 , r!!!-- REMARKS:---,------------------------"-------'---- ,, P:\docs\chklst\bp0001.frm REV 6/5/92 .; II II II ... ... ... Ill Ill Ill Q ,Q Q ~ I I -~ ~ ~ ... N ~ 'It 'It ,>,l ,>,l ,>,l u u u II II II .J:! .J:! .J:! u u u C: C: C Ill .!! Ill --CL. CL. CL. PLANNING CHECKUST Plan Check No. 93-Ef)7 Address 2;2:65 ~ Planner VAN LYNCH (Name) Phone 438-1161 ext. 4325 ------ APN: t.l"Z.. -c:6,,Z. -t,f!? Type of Project and Use :]eylA11r IMP~Hmr Zone C,-t-1 Facilities Management Zone -2----.....-- Legend [l) Ite!ll Complete D Item Incomplete -Needs yoqr action 1, 2, 3 Number in <::ircle indicates plancheck number::wijere deficiency was identified· · ~D D Environmental Review Required: YES_ NO /TYPE _____ _ - DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval _____ . __________________ _ 8"'0 0 Discretiomuy Action Required: YES _ NO / TYPE __ _ APPROVAL/RESO. NO. _______ . DATE: _____ _ PROJECT NO. ----OTHER RELATED CASES:----------------------- Compliance witJi C011ditio~ of approval? If not, state conditions which require action. Conditions of.Approval---....-----,-------------------- · ~0 0 caJ.ifomia Coastal O>mmisaon Permit ~: YES _-NO . / DATE OF APPROVAL; ----------------------- . · San Diego Coast District, 3111 Camino Del Rio North, Suite 200, San Diego, CA. 92108-1725 -(619) 521-8036 . Compliance with conditions of approval?· If not, state conditions which require action. Conditions of Approval----------------------- ~ 0 0 Landscape Plan Required: YES NO/ 000 ~DD GrDD ~DD DOD DOD DOD DOD See attached su.bmittal requirements for landscape plans Site Plan: Zoning: v,O.. 1. 2. 3. 4. 1., 2. 3. 4. Provide a fully dimensioned site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width and dimensioned setbacks. · Show on Site Plan~ Finish floor elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes and driveway. Provide legal description of property. Provide assessor's parcel number. Setbacks: Front: Int. Side: Street Side: Rear: Lot coverage: Height: Parking: Required Required Required Required Required Re4uired Spaces Required .Guest Spaces Required Shown ------__ Shown __ __ Shown __ __ Shown __ __ Shown __ Shown --,----- ___ Shown __ ___ Shown __ etJ o AdditiO~~:k ~~ ~~£~enr10 u-~ OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER. 6 ·. ~ DATE 4'8/~ PLNCK.FRM ' , City of Carlsbad . . ... 93110 Fire Department • Bureau of Prevention Plan Review: Requirements Catt;,gory: 6uilding Plan Check Date of 'Report: Thursday,_ August 19, 1993 Reviewed by: {!, ~ Contact Name Address City, State Dennie SmJth 5~55 Mira Sorrento_ Pl Ste 750 San Diem> CA 92121 ~-Dept. ~-a __ -__ a_-0_1 __________ _ Planning No, Job Name Calloway Golf ,-----"--.a..--------,--------- Job Address 2285 Rutherfo,rd Ste. or Bldg. No. ____ _ ·~ 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 cQdes and standards. Submit corrected plans and/or specifications to this office for review. Review tst'----'---'-'-2nd'----'--3rd. __ _ Other Agency ID CFD Job# 93110 . File#-. ___ _ 2560 Orion Way _ • Carlsbad; California 92008 • (619) 931-2121 I L MU t.,fli:tJ~_ti_Al1 J __, NIOlfAL WATER DISTRICT BUSINESS NAME. _ __,;:C;.::::a.:.:11::.::a;.:.:w.::::.ay.......;:G~o=lf=-------------------.;.._-~----- SITE ADDRESS 2285 Rutherford Road CONTACi Pl;R~ON (at business), __ Le_o_G_ra_s_s_i=ll"""i----------------------- PHONE NUMBER (619) 931-1771 ... . Type of Business·(check all that apply) D Agricultural D_Assembly D Automotive 0, Chemical Handling D Eiectronics DFood D Government · D Laboratory D Laundry -€1 Manufacturing DMedical D Metal Work JE] Office D Photo Lab· D Retail D Service Station fa:waretiouse D Other --~----- DESCRIBE WASTE OTHER THAN DOMESTIC (Chemicals, Particulates, etc.) _________ _ -_ None in this Remodel. DESCRIBE BUSINESS ACTIVITY: Golf Club assembly and distribution . . GENERAL DESCRIPTION Oi= ONSITE WASTEWATER PROCESSING: (chemical & physical· characteristics)_ . : Domestic o~ly associated with work under this permit. _ · . .; . ---' Is _pu·siness 'presently in operation at site11!1 YES D NO · Has Wastewater _Discharge ~ermit been applied for through the Encina Water Authority? @ YES D NO Applicant's Name Le0 J. Grassilli · · Please Print · Title Facilities Manager Phone 929-2836 Agency: ,. _C?allaway Golf . Signature:~ l-• ~ Date 8µ,;_/92 • 4 . ~ ~---· .. Sl~~vef/£:, ~ EXEMPT ~Y-c'5fi,J· 6-t!/4-ss D NOT EXEMPT Date ·14;0 ; I 5 ~ti:2-rJt/'/ Date forwarded to Encina. ____ _..;......_ __ _ . p:\J;)OCS\MISFOIINS\FRM00045 REY. 2/10/92 City of Carlsbad _ ·: ."',: '., I l.§h•11 •f§§1ih~••l§•f;Jjii.\§h• ,i:o,. ~ ~oe .,. • INDUSTRIAL WASTE PERMIT APPLICATION ' ' Sectj.on 13.16 of the Carlsbad Municipal Code require~ all persons discharging industrial waste into the sewer system to apply for an Industrial Waste Permit. All process wastewater must meet the industrial waste discharge standards as set forth in the ·Pretreatment Ordinance adopted by the Encina Wastewater Authority April 25~, 1990. ' The· application must be corr1:pleted and returned to the Engineering Department prior to building permit issuance. An incomplete application may delay approval of your building plans. · The completed application will be reviewed and forwarded to the Encina Wastewater Authority and, if necessary to the San Diego County Depru;tment of Public Works for further evaluation. At this time a determination will be made as to w.hether further investigation will be required. If pretreatment is requir~d, a Wastewater Discharge Permit application will be issued by either staff at Encina or fu.e Engineering Department planchecker. Please call th~ Garlsbad Municipal Water District at 438-2722, extension 153, or the Encina Wastewater Authority at 438-3941, extension 3713 if yo1:1 need further inf!Jtmation about this permit. · · Copies of the Sewer Ordinance and the Pretreatment Ordin®ce are available upon request. Questions regarding fees for the Wastewater Dischf,ll'ge Permit should be directed to the Carlsbad Water District at 438-2722. · ,,. There is no fe·e--for the initial Industrial Waste Permit application required at· this-time. Please return the completed application to the Carlsbad Mqnicipal Water District at 5950 El Camino Real . . ,, 2075 Las Palmas Dr. ~ Carlsba<;i, CA 92009-1576 • (619) 438-1161 • FAX (619) 438-0894 . . . . RCV BY:xEROX TELECOPIER 7010; 8-12-93 3:41PM; CCITT G3-,, 6194380894;:j:f 2 -~ RUG 12 '93 14:02 SMITH CONSULT. RRCH. ,y. ~/;+ '"~ .. /PO Sl4. 'Jrl /?'O, ' Ha:zar:dous Materials . . . SAN DIEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE Busino~s Name· ContaQ't Person Tolephon~ C~ G.Ot,.F-J-Eb(S;,~UJ ( 616/) Cfgj -1171 Mailing AddroH City Steto Zip PhmFild '2:2K 'P-l-~ f2P;. C:/4:f.-i.Se,4·0 CA,· q2.C'l7j Site Addra1;1s City ·stato Zip Plan File# ~'~ .., PAR1' I; ARI: DEPARTMENT• HAZARDOUS MATERIALS MANA!i,E,M§fil ~l..'l!S!Q!'f; oeCUPANCV CLASSIFICATION lndi<:111t4!1 by llltclino tho item, whothor your business will use, process, or 111tor" 11tr1 t,f th• following ha:uirdous matoriah,i. It 11ny of tho items ~r1S ~iroled, applicant mul;lt oooteet th, firi, ProtiJction Ag1,n¢y 1111ith juritdlotlon ptior to plan wbmfttat. 1, Explo$lva or Blasting Agents 4. Flammabljl Solids 7. Pyrophorios . 10, C,yi:,g<uilcs 13. Corrosivos 2. Comptil~$Od GasH 5. Organic PtrQxidH 8, Uninablo R..a~H 11. Highly Toxio or Toxii. Matoriala 14, Othetr Heolt.n Hai.arde 3. Flammeblo or Combu!Jtiblo Liquid.$ a; Oxidl:i:ars .9. Wat&r R.actiws · · 12. Radioa~vill$ . . -. . ~·-----------..... _ ..... _____ _ fAR1II; COUNTY OF SAN DIEGO HEAi.TH DEPARTMENT, HAZABDOl,I§ MAJJIBJALS-MANA<!§MENT DIVISION: CONilNGENCY PLAN REVIEW: · . oi:F1ce·usE ONLY If ths anawor to •ny of the question$ ls yes, applicant rnl.lst OQritect the CQl.lnty·of San Diogo Hl!l:ardou$ Mati.irials Manegoment Division, 1255 lmporiel Avonue, 3rd Floor, Sitn Oii,g1;11 CA. 9.2186-S2t:i1, Tol111phano (61St 338,2222 prior.tQ th11 iaal.lanc!!I of a O RMP? Ex!:lrnpt building permit. ~ <Q,9 . r::1:1:s MAY ae Reou1Reo• 7 ~{) Vos No 1~CJ 1.&:::J D 3.~ CJ le your btaslnass listed on tho rovorso, side of this form? Will your bu:sinou ditpoH of Huardou• Substencoe or Medical Wo!ito ln t1,n'f M10Uttt? Will your businos-s 11toro or handh, H-11:.ardou• $ub,t!lnco. ln <IUl!lntiti.,_ oquilill to or groator than 55 9allon:i.i, 500 pounds, 200 r::ubic foot or earcinog,ns/reprixiuctjv, tQl(irl$ In nri.y quantlty'l' · · Oats Initials 0 RMPP Req1,liri,d Oate · Initials 0 RMPP Compl!!lti,d 4. CJ ~ Will your bU$inoss use an existing or im1taU ,11n undi,rgrQUnd stotage t$~k? S. CJ ~ Will your business storo or handle Acutely, HHardous Materials? . Dote · lnltiah.i ~e,flT Ill: .,S,AN DIEGO COUNTY AIR-POLLUTION CONTROL OISTRlg! · _. If the answer to any of tho quHtiQns i, yes, ,s:iplii;:$1'\t must i::ont11ct th111 Air Pollution Control District, 9150 Chosapoake Otive, San Diogo, CA 9.2.123. Tolaphonc (6J9) 694-3301 prior to the is.suanco of a building permit. YES NO , 1. ~ c:::J Will i:lie lntonded oooupant install or ur.:e any of tho oqulpmont li~ed of'I th~ Listing of Air Pollution Control Oistrict Piirrnit C1;1t~gorl1:1s1 on the ravetso side of this form? t. CJ 3l. (ANSWER ONLY IF QU!;STION 1 IS YES.) Wilt ths subject faciliW b•-IOQatod Witt.in 1,000 feet of the outer boundary of a school (K through 12) H listed in the otJrrant Dira¢tory of S<:hllol and Community College Cistr!GUJ, publil,hed by ths San Diego County Offioe of Education and tho eurrent Catifqrflla Private School Oitoctory, compiled in a00ordan00 witti provisiom, of Education Coda Seotion 331907 r,e v escr1 ., n;!ltura o .t o inte e us1noss aot1vity: . aaL.F" C!L,.r;; r/55,€p,fg C FIRE DEPARTMENT OCCUPANCY CLASSIFICATION: _____ ,__-fl ___ ....,.. __________ ~--~~---- SY: __________ ~~""""...,...~~-~~~----------~~~ Date:~~-------------- APPROVED FOR 81.HLCINQ Plal'\Ml"t' afJT NOT O~CUPN~c.Y AJ>FR0VW FOR OCGtJPANG'I' COUNiY-HMMO APCO APCO COUNTY-HMMO APCD -- -SKT STRUCfURAL ENGINEERING 15375 Barranca Parkway · Suite A-2()1 · Irvine, CA 92718 Ofc (714) '727-9070 • Fax (714) 727-9073 . · . 1991 UNIFORM BUILDING CODE SK1' JOB T93011 B PLEASE NOT~ THE FOLLOWING: STRUCTURAL CALCULATIONS FOR CALLOWAY RUTHERFORD II MECHANICAL UNITS @ ROOF CARLSBAD.CA '! COMPUTATIONS INVOLVING SCIENTIFIC PRINCIPLES ONLY SERVE AS A GUIDE FOR THE EXPERIENCED ENGINEER AND ONLY ASSIST HIM IN MAKING ENGIN!=ERING DECISIONS. THE . CONSTRUCTION DOCUMENTS REFLECT THE TOTAL DECISION MAKING PROCESS. ANY EVALUATION . OF THE ENGINEERING DECISIONS MADE BY SKT STRUCTURAL ENGINEERING SHOULD BE BASED ONLY ON A REVIEW OF THE PLANS AND SPECIFICATIONS. DESIGN SUMMARY 1991 UBC ROOF LOADS: · DEAD = 14.8 PSF LIVE= 20 PSF · WIND SPEED: 70 MPH WIND: EXPOSURE B SEISMIC: ZONE 4 CALLOWAY II T93011B ( . ... S~ ~tructurel Engineering. · . . _______ C~a/;-'-"'l0M?f~·.;.:__........;::· .:a==· ::;._:£; ___ Jos No. n,3011 t;; __________ sv ___ _ ___ Mei...:.._::·<?6~·-------DATE ___ _ S KT 15:375Berrence Pkwy. Suite A-201. Irvine, CA 9271 B . · Cl ::: lfx8 ;osf -·------,-·-----++" + ·_ --~-L._t-;:;,· :_ 2 qpst ---------------SHT--OF-- AC;zK4-1~ I/it= q /'3 th ()J:; 9/~ (/44) ~ 5.Jpsf -. --.... ----~-~----···------·-----. 67f4fy .· _ . ... --· .. -- . Wr1e1;:; ;;/psF-/eo;:sf (t;7')4-q~ 44L1J:; ; a 46 /.p)'.J ___ '.Q~~r1 __ e · t:1Jd$ @cf, (j) . 144 . 9/G 1}; · . 9p:Jn :;., 4 e:/ · PL p, P~- l l l l a ill 'i c;,7 . 5 R12.. w::8 '(13.or4--+1~r5f J:: 110 + 1~20 -:-2?0 /J/0(28 _7 1crDpl+-' F; -:. 1.?Elh(oA8) Ye, + / 8JJ6 (o,48) o/e :: CJ0 1& P'7 ::: 107'b{o,48)~/s + 1q21b(a48J'1/8 =-;oq th '__, ~C-l: wt= 4CG~ w:: 40di.,(!44)-(19-1q~(&,l l·2(\0,4~ · 17c;(¾) }44 4£b rG2: ~::-JS('(16 .uJ-:;;759l1(t44):::t29:-10)'83(4-r~)::-3'3S ~ o_-44- . G-''.:3( 40) . 144 75c, . 0: '; 4r~1hlc) AA)o/s+-\7'21b/r1 .::1:1\~/9-i-;: p,<liL l f ,-,w \~.~ \,Vi 1-t/ /'-.._,.,. P-i:= q2 l!; 0,4S) 5/?) -t \i:}1:(0,~7) ; VI /:c; f0 ::. t(}b (OAS) ~ ~ -t :1 Oto lJ:i (OAS) -: 70 ! lo w =-~I (\3,Byc~t t ~fiJ =-t1ok1w ;Jl3o pf SKT STRUCTURAL ENGINEERING 15375 BARRANCA PKWY SUITE.A-201 ,VINE, CA. 92718 .. 14) 727-9070 Title: Scope: Number: Misc : Dsngr: Date:05-Aug-93 ------~---------------------~--~----------------------------------------GENERAL TIMBER BEAM ANALYSIS & DESIGN Page ---~-~----~-------------------------------------------------------------· DESCRIPTION.>> Calloway rutherford >> new mech at q IIB ---~------BEAM DATA------------- TIMBER SECTION = -------- BEAM WIDTH = 2.50 in BEAM DEPTH = 27. 00. in LAMINATION THICKNESS = 1.5 in Fb -BENDING -2400 psi Fv -SHEAR = 1(>-5 psi . Fe -B~ARING = 385 psi ELASTIC MODULUS =1800000 ps·i · BEAM DENSITY = 33 pcf ----------SPAN DATA ----------· --· CENTER SPAN = 47 ft LEFT CANTILEVER = ft RIGHT CANTILEVER ft --------DESIGN DATA LOAD DURATION FACTOR~ USE BEAM WEIGHT ? REDUCE SHR BY 'd.' ? 1.25 ---------END CONDITIONS FIXITY CODE ----->> l=Pin/Pin, 2=Fix/Fix 3=Fix/Pin, 4=Pin/Fix 5=Fix/Free --------UNBRACED LENGTHS I,.e: CENTER SPAN - Le: LEFT CANT. - Le: RIGHT CANT. = N y/n Y y/n 1 << . ft . ft ft ·-------------.· ---------------APPLIE·D LOADS --------------------·------- , ...... Uniform ........ . @ ·Center: Dead = 110 plf Live = 128 plf @ Left Cant: Dead plf Live = plf ·@ Right cant: Dead = plf Live = plf ........ use ,_i distances for left cantilever 1 . . . . . . . . . . . . . . . ~ . . Dead@ Left= @ Right= Live@ ·Left= @ Right= ••. X-Left ... x-Ri-ght· = Trapezoidal plf plf plf plf ft ft ...... , .. -........... • . . . . . . . . Conc-entrated .• #1 •. ~-#2 .... #J .•.. #4 •... #5 .•.. #6 .... #7 .... #8~. Dead = 84 81 70 lbs Live -. lbs Dist. = 2 ·24 29 ft ... · ......................... Applied Moments ......................... . .. #1 ..•. #2 .... #3~ ... j4 .•.. JS .... #6 .... #7 •... #8 .. Dead = Live .· = Dist· = in-# in-# ft ----:·--------------------SUMMARY -------------------------------USING: 2.500" x 27.00" Beam, Bending= 97.1%, Shear= 55.43% Max. M+@ · 2'3. 7 ft Ma~.~-@ ft Max· @ L~ft Max @ Right Max. Allow Moment fb: Max. Actual Fb : All.owable fv Max. Actual = 67.3708 ft-,.k ft-k ft-k ft-k ft-k = = = = 69 .. 3944 = = 2,662 psi 2,742 psi 1-14 ~ 3 psi .Reactions: Dead Max. Left = 2.73 5.74 k Right = 2.67 5.68 k Deflections: .Center. = -1.72 329 = 23.50 ... L/Defl. = ... Dist. Left = •.. L/Defl. = 'Right = -3.62 in 156 23.50 ft in in S SKT STRUCTURAL ENGINEERING 15375 BARRANCA PKWY Title: Scope: SUITE A-201 "VINE., CA · 9·2 718 , il4) 127-9070 Number; Misc : Dsngr: Date:05-Aug-93 ----~----------------------------~------------------~-------------------00!9- GENERAL TIMBER BEAM ANALYSIS & DESIGN ---~--------------------------------------------------------------------Fv . Allowable = 206.3 psi •.• L/befl.= . Max. . Shear @ Left = 5.73987 k Max.· Shear @ Right = 5.68112 k Ck = .. 811 (E/Fb) A. 5= ,, 22. 21 Sxx -supplied = 303.8 inA3 Cs = (LeD/BA2)A.5 = \,l Area Supplied = 67.50 inA2 Cf = (12/d)Aolll = 0.91 ------------------~---------------------~--~-----~----~---------------------REQUIRED Sxx Max. Center Mom .•.•. sxx :Req' d Max. Left Mom •••. Sxx .Req' d · Max. Right Mom ...• Sxx Req'd Design Shear@ Left . . . . Area Req' d & Area-------= 67.4 ft-!k = 294.9 inA~ = ft-k = inA3 = 0.0 ft-,k = o.o in.A3 7. 7 kips. = : Design Spear @ Right = 37.2 inA2 7.7 kips 37 0 4 in A2• ••.. Area Req'd = Brg·Req'd @ Left = 5.96 in Brg Req'd @ Right = 5.90 in Camber @ Left = in @ center = .:..2. 57 in @· Right = in -------ALLOWABLE STRESSES------ Center Span Left Support= Right Support= Fb -· Fv 2.74 2.74 2.74 ksi 0.21 ksi 0.21 ksi -·---------QUERY VALUES --------- Left Center Right . Dist.== Shear= Moment= Defl = ...... Live Load @ LEFT CANT. @ CENTER SPAN @ RIGHT CANT. 5.74 Location ? y ? y ? y ft . k ft-k in y/n y/n y/n SKT STRUCTURAL ENGINEERING 15375 BARRANCA PKWY SUITE A-201 Title: Scope: Number:. , Misc ,: ! .. 'VINE, CA 92718 , , 14) 727-9070 Dsngr: Date:05--Aug-93 -------------~-------------~---------~-----------------------------------GENERAL TIMBER BEAM ANALYSIS & DESIGN Page . . -. ------------------------------------------------------------------------. DESCRIPTION >> Calloway rutherf ord >> new mech at H & 7 IIB ----------BEAM DATA------------- TIMBER SECTION = -------- aEAM WIDTH = 2.50 in BEAM DEPTa = 27.00 in LAMINATION THICKNESS = 1.5 in Fb -BENDING = 4400 psi Fv -SHEAR = 165 psi Fe -BEARING = 385 psi ~LASTIC MODULUS =1800000 psi BEAM DENSITi = 33 pcf ----------SPAN DATA ------· . ----- CENTER SPAN -48 ft LEFT CANTILEVER = ft RIGHT CANTILEVER · = ft ----------DESIGN DATA LOAD DURATION FACTOR~ USE BEAM WEIGHT ? REDUCE SHR BY 'd' ? 1.25 N y/n Y y/n ---------END CONDITIONS-------- FIXITY CODE ----->> 1 << l=Pin/Pin, 2=Fix/Fix 3=Fix/Pin, 4=Pin/Fix 5=Fix/Free --------UNBRACED LENGTHS------- Le. CENTER SPAN = · ft Le: LEFT CANT. = ft Le . : RIGHT CANT. = ft ---------~---~----------------APPLIED LOADS--------------------------- .•..•... Use 1 -1 distances for left cantilever! ...... Uniform .. ~ ..... @ C$nter: ·········~····~··~ Trapezoidal . . . . . . . . . . . . . . . . . Dead = .110 .Live -128 @ Left Cant: ·Dead = Live = @ Right Cant: Dead = Live = plf plf plf plf plf. plf Dead@ Left= @ Right= Live@ Left;= @ Right= ••• X-Left ·· ... X-Right = plf plf plf plf ft ft .............. -· . . . . . . .. . . . . . . Concentrated ............................ .. #1 .• • . #2 .•. . . #3 .. • . #4 .. . . #5 .. . . # 6 .. . . #7 .. . . #8 .. Dead = 68 109 lbs Live = lbs Dist. = 43 44.33 ft , · · . · . . . . . . . . . . . . . . . . . . . . . . . Appli,ed Moments ......................... . ~.#1 .••. #2~ ..• #3:~ .. #4 •••• #5 .... #6 .... #7 .... #8 .. Dead Live Pist = = = in-# in-# ft ----------------------------SUMMARY -------------------------------USING·: 2. 500" x 27. 0011 Beam, Bending = 99. 3%; Shear = 57. 38% · Reacticms: Dead Max. 24.0 ft = 68.9140 ft-k Left = 2.66 5.73 k :t-1:ax. M+@ Ma~. M-@ Max @ Le·ft Max@ Right ft = ft-k Right . = 2.80 5.87 k Max. Allow Moment fb: Fb. :. fv Max. Actual Allowable Max. Ac:tual -ft-k Deflections: = ft-k Center.. = -1.80 319 = 24.00 =. 69. 3944 ft-k ... L/Defl. = = = 2,723 psi 2,74 4 psi 118.3 psi ... Dist. Left = . .• L/Defl. = Right = -3.88 in 149 24.00 ft in in S SKT STRUCTURAL ENGINEERING 15375 BARRANCA PKWY Title: .Scope : SUITE A-201 VINE, CA 92718 ,,14) 727-907'0 Number: Misc : Dsngr: Date:05-Aug-93 GENER,AL TIMBER BEAM ANALYSIS & -DESIGN ------------~------~---------------~----------~-----~----------------------- Fv . Allowable = 206.3 ps·i .•. L/Defl .= . Max. Shear @ Left ·-5.72741 k Max. Shear @ Right = 5.87358 k Ck= .8ll(E/Fb)A.5= ', 22. 21 Sxx·-Supplied = 303.8 inA3 Cs = ( LeD / B" 2 ) " . 5 = 'l Area supplied = 67.50 in"2 Cf== (12/d)Aolll = 0.91 ---~--------' --------------.. -----------. ------------. ---,----------- -------REQUIRED Sxx Max.. Center Mqm .. · .. Sxx Req'd Max. Left Mom ..•.• sxx Req'd Max. Right Mom ..•. Sxx Req'd Design Shear@ Left ..•. Area ·Req'd & Area------- = 68.9 ft-k = 301.6 in"3 = ft-k. = in"3 = 0.0 ft-k o. o in"3 = = Design Shear@ Right= 7.8 -kips 37.7 in"2 8.0 kips 38.7 in"2 .• ~ ~ Area Req' d = Brg Req'd @ Left = 5.95 in Brg Req'd·@ Right = 6.10 in camber @ Lett = in @ Center = -2.71 in @ Right = in -------ALLOWABLE STRESSES------ Center Span = Left·support = Right Support= Fb ... Fv 2.74 2.74 2.74 ksi 0.21 ksi 0.21 ksi -~----~---QUERY VALUES--------- Left Center Right Dist.== Shear= Moment= Def.l = ••...• Live Load @ LEFT CANT. @ CENTER SPAN @ RIGHT CANT. 5.73 Location ? y ? y ? y ft k ft-k in y/n y/n y/n --------------.------------------ I r ( . .,.. SKT Structural Engim~ering S KT 15:375 Barranca Pkwy. · Suite A-201 · . Irvine, CA9271·B ( _d,;;..;a_/;...;_/(i},v,;...;_1 ..;;..a?..;:.,",i..../..;::::.Ji=j---" _______ JOB NO. T7 3 0// /3 --,----:---------BY tP --"-/{t___;. =l'.,=~t-"'--------'----DATE · 0 Ital u ,----,.------,,---,------SHT--OF-- .. -. '\· ~ ('o'l-'3YrZ )(. ~(o ·w/::;--9lo 11'PTN6 . ··-'· dou0ll St2,9-Y .L -----·· --1--------- Net Rea.ttiO() = ss10 th · . ·\(·-~--.: t' I • • . ! . .. ___ _::, .· ·.·; \ t===' . . ~===-. . ' ·. r==== ~-= S87JL-(1'r; G = 047" ~ 1/Q,'1 fl of£tUJ I . C, ( rJ,,7000) ~(\.fl 3/4l!cP !l62. ~--387G \h(~) ,C77S0 1~ dau; ~ . I I . l : ',/ : J L _. . -'!\ . i . I___: . j I \f\ i 11-· ..,,______ _____ ~ __ "1-i ~ I \ -l "':1'" ,,'k .I I I I I I I I I I I I I I I .I I I :I ~ fi=;IMO fi=;l lo) CONSULTING MECHANICAL DATE : August 11, 1993 ~LS\'./ LSLn.1 ENGINEERS . REF.: 2813N @~@0~(§@000~@ 9 O~©a TITLE 24 REPORT FOR: Callaway Rutherford -Phase 118 2285 Rutherford Road Carlsbad, California COMPLIANCE METHOD: NON-RESIDENTIAL HVAC: Prescriptive HVAC Method BUILDING DEPARTMENT: CITY OF CARLSBAD PROJECT DESIGNER: SMITH CONSULTING ARCHITECTS 5355 Mira Sorrento Place #750 · San Diego, CA 92121 AEPORT PREPARED ~Y: Jeanne Fricot Energy Analyst Sevier EngineerinQ, Inc. f3--f0 7 8989 RIO SAN DIEGO DR., SUITE 240 • SAN DIEGO, CA 92108 • {619) 299-2161 • FAX {619) 299-5415 I I I I I I I I I I. I I I I I I I I I ·:-.· : .. , .. ·.• ·:'.:·: :-.. 1-,--=-.--"'--=--...:........;=='--'~::....:....-=---=~'----?,.;;.....;...p.._,(2.~L.S;c..._,l:3A'-"-P-t-=c.A:;;;_·;...,· -·--,-TE_LE-PHO_N_E------1;:/';:::;~:~~'~:-,·;,_-:',\:t;::: ~L9-2-'1-2-l"-l BUILDING TYPE NONRESIDENTIAi. D HIGH RISE RESIDENTIAL D HOTELMOTEL GUEST ROOM PH.ASE OF CONSTRUCTION METHOD OF MECHANICAL COMPLIANCE D NEW CONSTRUCTION ~ PRESCRIPTIVE ·o ADDITION ~ Al. TERA TION D PERFO~ANCE PROOF OF ENVELOPE COUPUANCE ~ PREVIOUS ENVELOPE PE~JT D ENVELOPE COMPLIANCE ATTACHED · This Certificate of Compliance lists the building features and performance specifications needed to ~ with Trtle 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 coostruction documents is consistent with the other CO"l)liance fonTlS 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: 00 I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Profession.s 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 the exemption to Division 3 of the Business and Professions Code by Section 5537.2 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am. a licensed contractor preparing documents for work that I have contracted to perform. . D I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section __ _ of the---------------------Code to sign this document as the person responsible for its preparation; and for the following reason:------------------------------ PRINCIPAL MECHANICAL DESIGNER· NAME P~1e:L e. ~~i,..l1G. f"e. Indicate location on plans of Note Block for Mandatory Measures DATE 1<2.i• ? For detailed instructions on the use of this and an Energy Efficiency Standards co"1)1iance forms, please refer to the Nonresidential Manual published by the Califomia Energy Commission. MECH-1: Required on plans for all submittals. Parts 2 & 3 may be incorporated in schedules on plans. MECH-2: Required for all submittals; choose appropriate version depending on method of mechanical CO!Tl>liance. MECH-3 and MECH--4: Required for all submittals. I I CERTIFiCATE OF COMPLIANCE . . . . -Part 2 ~f 3: ~----~ -. ~:. :_ ;ivlec·i-1:-.1 ~ . --. ~-· --~ ----., ---- I PROJECT NAME I . CAL--kA WAY Rwtlt=:f2.ft't2-[2 P+lt,1,~ rtB I I I I I I I I I I I I SYSTEM.FEATURES ~ -. . c·. ~--_ .. -· · . : · ' ---~ ~ ·· .. ,~"'. .· ~ ~ =··."', -~~--~. <;_~--2'·-· I SYSTEM NAME 1lu-1-s TIME CONTROL M SETBACK CONTROL B ISOLATION ZONES 0 HEAT PUMP THERMOSTAT? '( ELECTRIC HEAT? ~ FAN CONTROL 1'.l rA I VAV MINMLM POSITION CONTROL? ~ SlMULTANEOUS HEATICOOL? t-.. HEAT AND COOL SUPPLY RESET? N VENTILATION B OUTDOOR DAMPER CONTROL? ~ ECONOMIZER TYPE t-J OUil;>OOR AIR CFM .i- HEATING EQUIP. TYPE . I HIGH EFFJC.? MAKE AND MOOEL NUMBER 1< COOLING EQUIP. TYPE I HIGH EFFIC.? MAKE AND MOOEL NUMBER ~ MECHANICAL SYSTEMS 11 ,~ I ,~ I 11 t'ioi'Ero· . FEi.,o·. ·~\= .?\)\J:f~ --------1 ·.::··.·.:-,:.·::·::-:··~ .. ;_;~~:;·~r:{-~:;:~: ~;:_;;. ; .... ·:·.:):::·:\·:. ---,-:: .:~.,- . :-.: I .::::. ;. .· ;.-:-:·:· .. .Jk '5.EE:-t-"JC..--t_J AN IC.-A-L Pl.A~ ~rtf:f:.-t"" t-11 - /' I HEAT PUMP THERMOSTAT? El.ECTRIC HEAT? VAY WINl,IUII POSITION CONTROL? SAIULTANEOUS HEATJCOOL? HEAT ANQ COOt.. SUPP1. Y RESET? HIQI-I EFFlCENCY? COOE TABLES: Enlef code from table below into columns above. Y: Yes N:No TIME CONTROL ScTBACKCTRL S: Prog. Switch H: Healing 0: ~ Sens« C: Cooling M: Manual Timer B, Both VENT1LA TION OUTDOOR DAMPER 8: J.k Balance A: Aub C: Outside Ai C..rt G: Gravit'f M: Out. Ai Measure D: o.niand C'.onWtll N: Nalul'II ISOLATION ZONES Enter numbe< of lsolalion Zones. ECONOMIZER A: Ai W:WatiiK N: Not Reqund FAN CONTROL I: lnki« Vet'/6S P: Variable Pilch V:VFD O:OlheC' O..A. CFM Enw Out:loof Ail CFM. Noa: This shall be no i.ss than Counn G ai MECH--4. '--'---'----------------------------------'----------1--------+----------' CJecernl>er 1991 I I I I 1. I I I I I I I I I I I I I I I SYSTEM NAME t-lP-1 -5 SYSTEM NAME ~A I • DUCTT't'f;'E DUCT LOCATION (Sl.lpply Aell.m, R.) . (Roof, Plenum, etc.) ~PPLY PU:.1-lUH fZE-11J 12-+.l ti PIPETYPE (Sl.lpply, Return, etc.) DUCTTAPE ALLOWED? y N 0D. 8D DD DD DD DD DD DD OD OD DD DD OD DD INSULATION. REQUIRED? y N DD DD DD DD DD DD DD DD DD .. ,:·:·: .:_.:_ :'.::· .:-. • .. .. :·., . • ...... :· .. . .. ·. DUCT IHSUU. TIOH A-VA.LUE z.. ! '2-, i ._:_·· .NOTE:' TO. 1/fE;D.7 "-·"'-·::·=·:. -... =:=::::.:;:=: .. ..;,. 'iK>i:ifm ::)=$..:_: ~1991, '.l I I Part 1 of 2 I Equipment and Systems Efficiency I ~ Any appli!!,nce for which there is a California standard established In the Appliance Efficiency Standards may be I installed only if the manufacturer has certified to the Commission, as specified In those regulations, that the appliance complies with the applicable standard for I that appliance. Included are room air , conditioners, central air conditioning heat pumps (regardless of capacity, except that requirements for central air conditioning heat I pumps with cooling capacity of 135,000 Btu/hr or more apply to heating performance but not cooling performance), other central air conditioners with a cooling capacity less I than 135,000 Btu/hr, fan type central furnaces with input rate less than 400,000 Btu/hr, boiiers wall furnaces, floor furnaces, room -heaters, unit heaters, and cut furnaces I shall have been certified to the California Energy Commission by its manufacturer to comply with the Appliance Efficiency Standards. I o The following space conditioning equipment may be installed only if the manufacturer has certified that the equipment meets or exceeds all applicable I efficiency requirements listed in 112 of the Energy Efficiency Standards; all air conditioners, heat pumps and condensing units > 135,000 Btu/hr; all water chillers; all I gas-fired boilers > 300,000 Btu/hr; all oil- fired boilers > 225,000 Btu/hr; and all warm air furnaces and combination warm air furnaces/air-conditioning units > 225,000 I Btu/hr. Fan type central furnaces shall not have a pilot light. o Piping, except those conveying I fluids at temperatures between 60°F and 105°F, or within HVAC equipment, shall be insulated in accordance with Standards §123. 1~ Air handling duct systems shall be constructed, installed, sealed, and insulated as provided in Chapter 10 of the Uniform I Mechanical Code. Controls I~ Each space conditioning system shall be installed with an automatic time switch with an accessible manual override that allow operation of the system during off- I I MANDATORY MEASURES CHECKLIST Callfornla Energy Efficiency St~ndards hours for up to 4 hours. The time switch shall be capable of programming different schedules for weekdays and weekends; incorporate an automatic holiday 'shut-off' feature that turns off all loads for at least 24 hours, then resumes the normally schedules operations; and has program backup capabilities that prevent the loss of the device's program and time setting for at least 10 hours if power is interrupted. o Each space conditioning system shall be installed with an occupancy sensor to control the operating period of the system. o Each space concjitioning system shall be installed with a 4-hour timer that can be manually operated to control the operating period of the system. o Each space cpnditioning system shall be installed with controls that temporarily restart and temporarily operate the system as required-to maintain a setback heating thermostat setpoint. o Each space C!:>nditioning system shall be installed with controls that temporarily restart and temporarily operate the system as required to maintain· a setback cooling thermostat setpoint o Each space conditioning system serving multiple zones with a combined conditioned floor area more than 25,000 square feet shall be provided with isolation zones. Each zone shall: not exceed 25,000 square feet; shall be provided with isolation devices, such as valves or dampers, that allow the supply of heating or cooling to be setback or shut off independently of other isolation areas; and shall be controlled by a time control device as described above. fY"" Each space conditioning zone shall be controlled by an individual thermostatic control that respond to temperature within the zone. Where used to control heating, the control shall be adjustable down to 55°F or lower. For cooling, the control shall be adjustable up to 85°F or higher. Where used to control both heating and cooling, tt,e control shall be capable of providing a dead band of at least 5°F within which the supply of heating and cooling is shut off or. reduced to a minimum. o Thermostats shall have numeric setpoints in °F. o Thermostats shall have adjustable setpoint stops accessible only to authorized personnel. o Heat Pumps shall be installed with controls to prevent electric resistance supplementary heater operation when the 'heating load can be met by the heat pump alone. Electric resistance supplementary heater operation is permitted during transient periods, such as start-ups and following room thermostat setpoint advance, when controls are provided which use preferential rate control, intelligent recovery, staging, ramping, or similar control mechanisms designed to preclude the unnecessary operation of supplementary heating during the recovery period. Supplementary heating operation is also permitted during defrost. Ventilation o Controls shall be provided to allow outside air dampers or devices to be operated at the ventilation rates as specified in these plans. o Gravity or automatic dampers interlocked and closed on fan shutdown shall be provided on the outside air intakes and discharges of all space conditioning and exhaust systems. a/' All gravity ventilating systems shall be provided with automatic or readily accessible manually operated dampers in all openings to the outside, except for combustion air openings. ~ Air balancing: All space conditioning and ventilation systems shall be balanced to the quantities specified in these plans, in accordance with the National Environmental Balancing Bureau (NEBB) Procedural Standards (1983), or Associated Air Balance Council (AABC) National Standards (1986). o Outside Air Certification: The System shall provide the minimum outside air as shown on the mechanical drawings, and shall be measured and certified by the installing licensed C-20 mechanical contractor. I I Part 2 of 2 I Service Water Heating Systems I o The following service water heating systems and equipment may be installed only if the manufacturer has I certified that the equipment meets or exceeds all applicable efficiency requirements listed in §113 of the Energy Efficiency Standards: Oil-fired storage types I > 105,000 Btu/hr; Oil-fired non-storage type > 210,000 Btu/hr; Gas fired non-storage types > 200,000 Btu/hr. · o Unfired service water heater I storage tanks and backup tanks for solar water heating systems shall h!lve either: external insulation with an installed A-value I of at least R-12; internal and external insulation with a combined A-value of at least R-16; or sufficient insulation so that the heat loss of the tank surface based on. an I soeF water-air temperature difference shall be less than 6.5 Btu/hr/sf. o If a circulating hot water system is installed, it shall have a control capable of I automatically turning off the circulating pump(s) when hot water is not required. o Lavatories in restrooms of public I facilities shall be equipped with: o Outlet devices that limit the flow of hot water to a maximum of 0.5 gallons per I minute. o Foot actuated control valves, and outlet devices that limit the flow of hot water I to a maximum of 0.75 gallons per minute. o Proximity sensor actuated control valves, and outlet devices that limit the flow I of hot water to a maximum of 0.75 gallons per minute. o Self-closing valves, and outlet I devices that limit the flow of hot water to a maximum of 2.5 gallons per minute, and 0.25 gallons/cycle (circulating system). I o ·self closing valves, and outlet devices that limit the flow of hot water to a maximum of 2.5 gallons per minute, and 0.50 gallons/cycle (non-circulating system). I I I MANDATORY MEASURES CHECKLIST California Energy Efficiency Standards o Self-closing valves and outlets devices that limit the flo~ of hot water to a maximum of 2.5 gallons per minute, and 0.75 gallons/cycle (foot switches and proximity sensor controls). o Lavatories in restroom of public facilities shall be equipped with controls to limit the outlet temperature to 110°F. Pools and Spas o Pool and/or spa heating systems or equipment shall be installed only if the manuf!lcturer has certified thatthe system or equipment meets the requirements of §114 and § 115 of the Energy Efficiency Standards. Equipment shall not have a pilot light. All-such systems shall be installed with at least 36' of pipe between the filter and the heater to allow for the future addition of solar heating equipment. o A cover shall be provided for outdoor pools. o A cover shall be provided for outdoor spas. o Pools shall be installed with directional inlets that adequately mix the pool water. o Pool circulation pump{s) shall be provided with a time switch that allows the pump to be set to run in the off-peak electrical demand period, and for the minimum· time necessary to maintain the water in the conditions required by applicable public health standards. C:\wp51\T24\HVACT24.MM I I I I I I I I I I I I I I I I I I I FLOOR.a.REA s 2-/ 1.0ESJGNCOHOITIOHS: COOLING ~ -OUTDOOR, ORY BULB TEMPERATURE ea -·OUTDOOR, WET BULB TEMPERATURE -INDOOR, DRY BULB TEMPERATURE 7D 2. smNG: • VENTILATION LOAD 1c;oo I TOTAi. CFM (From MECH-4) / 770 • ENVELOPE LOAD z,b i ,~ -UGHilNG 2.5 WATTS/SF -PEOPLE [ 0 4' I OF PEOPLE (From MECK--4) -MISC. EQUIPMENT ~.5 WATTS/SF -OTHER ·11too f.AfZTTfiDN ~ -OTHER {De.scribe) - (Describ&) TOTALS I i-3102-011 :t8s-83 I 3-S£LECTIOH: A SAFETYIWARMUP FACTOR B. MAXI.IW ADJUSTED LOAD (Totab from abow X Salefy/W~ Faclor) C. INSTALLED EQUIPMENT CAPACITY~ U~11-:. "f>'fooo r>'Tv t>F ~c,~~ • 1F uNE s-c is GREATER THAN UHE 3-8, EXJ>LAJN>Ffi?: ub4lt -Si z.E D ot-1 ~1--n-t.g Lot,,..D. ZS2ooo /Hr FAN PPWER (;ONSUMPTIO~ _ --:_ ------__ .----___ -----~~-;:.-.:_::_;:=-.--.~:_ -·~..:~~-~~ _ -~ ~---~-~=~:~~-:.-~:~?-~ ~-.::=--1~-~-~~i~:3-~;~~~'"~I:-:: -_ 00 00 @ @ m {!] ~ DESK3H EFACIENCY NUMBER PE,I.J(~ _.. .--CFII FAH DESCRIPTION BRAKE HP M:>TOR DRIVE ~FANS Bx Ex746 x D) (Supply Fa-is) ~ ~ .. I ~ 1 \ ~~l\ I ' ~ ~ TOTALS 1 · II I TE: 1ncu:iii crij Ian=,. -.. ,...--. 25 HP{ ... f144). Total F., Syslllm "'---·~-~ l'TW)' not aXOMd 0.8 Watb.lCFM tor TOTAL FAM SYSTEM I I c,r:,osta,t ~ or 1.25 Wab'CFM b _VAV 9)'S'8ma. POWER DEMAND WATTS/CAI Col. F / Ool. G --: ~ .:..!:::.. ·r::. ~ Fam ~1~1 C l. ... I· I I I I I I I I I I I I I I I I I I 1. DESKaN COHOITIOHS: • OUTOC>OR, DRY 6ULB TEMPERATURE • OUTDOOF!, WET SULB TEMPERATURE -INDOOR, DRY 6ULB TEMPERATURE 2. SIZING: • VENTILATION LOAD , • ENVELOPE LOAD -LIGHTING • PEOPLE l fe:,oo I TOTAL CFM (From MECH--4) 2.? WATTS /SF 1,. / t OF PEOPLE (From MECH-4) i-----=:;.....__ __ 7D ciui I '-fol/- 5s"i~ l (pj.. 2--tf /77? • MISC. EQUIPMENT ·OTHER -OTHER {) ,5 WATTS/SF 1h01 f~ot-1 -----(Oesc::rDe) !?/~ -~ (Describe) TOTJ.l.SI ,--,-g-g-(o <'o--,11 I(? 01 ~ So SELECTION: A SAFETYNIARMUP FACTOR B. M.A.XJ,4LJM ADJUSTED LOAD (Totals tom abow X Satety/W~ Facu) C. INSTALL.ED EQUIPMENT CAPACITY 1F LINE 3-C IS .GREATER THAN LINE ~. EXPLAIN ;,/( ""l'=~~-=--:"'-~---.:r-~~:-':-:::-:=:-=--:::-- -~~-P<>WER coNsur.nPTION _-· ----~ _ -~~-~:: ---= ~~:;;~~-:=-=--~ =1---~~-~-:t€.;:z-4~~s~r;=g~~~i~-~;~~~-:i~~1~~~ 00 00 @ {Q] 00 {E] ~ DESIGN EFFlCIENCY NVIIBER PEJ.KW~ ;_.... CFII FAH DESCRIPTION BRAKE HP MQTOR DRIVE Of= FANS BxEx7~ xD) (Supply Fwls) -----.. I ~ . \ ~ ~.l\ l / '\ -----~ TOTALS I II I l'°TE,: lnct.r:ii od; _, -,-_,..-,---w 2S HP{_. f144). ""i TOTAL FAH SYSTEM I I TOQII F.-i Synwn "':-:.-~-nwy no1 u:.::..:1 o.e w~ tor ~t ~ ot 1.25 Wal:ta/CFM klr VAV ,ysam&. POWER OEIU.ND WATTS/CRI Col. F / Col. G --~-;..;;=-.7..=.' ~ Fam ~1~1 C (_ I . I I I I I I I I 1· I. I I I I I I I I ?PA£-£. 1. DESIGN COHDITIOHS: ·OUTDOOR, ORY BULB TEMPERATURE • OUTDOOR, WET BULB TEMPERATURE -INDOOR, ORY BULB TEMPERATURE 2. SIZING: • VENTILATION LOAD • ENVELOPE LOAD -LIGHTING -PEOPLE • MISC. EQUIPMENT -OTHER -OTHER I · b(:?O I TOTAL CFM (From MECH..() '.2.'? 6 {) ,5 1.00 I WATTS/SF I OF PEOPLE (From MECH-4) WATTS/SF ~) (Describe) FLOOR AREA ~/0 7D '52--$ BB - TOTALS I 11 t.f 7<;; 11 '-i-b37 I s. SELECTION: A. SAFETY/WARMUP FACTOR [. "2,.( 1-43 B. MAXJ.!W. ADJUSTED LOAD (Totals 111:lm aboY8 X Safety,W~ Facb') l"3l'8'!3 iro31 C. INST ALI.ED EQUIPMENT CAPACITY ::/-1 ?;ooo t/000 0 11-v ~, .... F~ POWER ~ONSUrJIPTION: -·. ~ ------~ -_--:c:-_:· _----. __ ._ _---~ ;~_~_:.-=:-~-:; ~~:--~~-~ _-:-_~,;:-~:~~ -~~-~;~~: -~-~~- 00 00 @ {Q] 00 {El ~ DE~ EFFlCIENCY NUMBER PEJ.K~ ~.....-CFM FAN OESCFIPTION BRAKEt-F MOTOR ORJVE OF FANS Bx Ex7"6 x 0) (Supply Fans) v---- ~ .. I ~ \ i\ ~j\ 1/ \ v---- -------------I TOTAJ..S I 11 TE: lrd:Jdii orli tan_:-~ _,,,.,--. 2S HP(_. f1"'4). TOTAL. FAN SYSTEM I Toal! F., Syslam.... -,_.;: may not-~ o.e Wab-'CFM k!I' I oonstant ~ 01 1.25 Wal:t&ICFM tcr VAY ,yswn&. POWER OEIU.HO WATTS/CFM Col. F / Col. G -._ Q::mpirloe Form ~1~1 (, ( I . I I I I I I I I I I I I I I I I 1· I SYSTEM NAME >-£.--I A.C.,. ... i- kt./'? A~-'f Ac.... -es SYSTEM NAME Al:.-I Al-~1-- Al.,~? p.c.,-cf- AL--c; MAKE AHO MOOEL. NO. -W>-'4t:. '-<"-O\f) 'it..D ~~ 1'l.-D oqo Yc..D l)'\o YL.D 040 MAKE AND MODEL.NO, Yu. t'Li Y?h o<h YvD oqo '{~D 0'10 YC...t> O'tO DESIGHCFM UNITS ' fo()o ~12- [fooo t 1.EOO ~12- 2-Soo I Z.S-¢0 ½ DESIGN OUTPUT · (BTU /HR) UNITS lfo~oo ~uc. qoDoo /12,o oOC> l e,O 000 /. -z.t> ooo I RA TEO EFFICIENCY AU.OWED PROPOSED Gf.'1 q,q ~ • 'b-~ <l.Cf I I 1 t RA TED EFFICIENCY AU.OWED PROPOSED 1~ 1o 1<&0{v ' ECONOlollZER I y IN I DG DB" DG DB DGJ DD DD DD DD DD DD DD DD DD DD I .I I I I I I I I I I I I I I I I I I I NOTE: Provide one copy of ltjs fom1 lor each mechanical system. AR~BASIS OCCUPANCY BASIS REO'O. COND. CFM MIN. AREA PER SF CFM (SF) (BXC) SPACE NO. NO. MIN. OF CFM PEOPLE CE X 15) · 0.A. (MAX.OF DORF) DESKlN SUPPLY CFU f '500 I}.(? 1e; if {?o l'? 2J:00· r1ti I l'7~ /, --LOO l~OO ie;,t>b f?o~o '> /OtfO IS~ 2-/ ?>/~ 315 l~~o t./-?(0 '-f 7 b qo qo too TOTAL.$ (FOR MECH-2) .._____,I .___I ______. Based on Expected Number of Occ:upants or at least 50% of Chapter 33 USC Occ:upant Density. Must be gaater 1han or equal ID G, or use Transfer >Jr. . [O VAY MINIMUM CFII LARGEST DESIGN ~ MIN. MIN. FER CFM CFM AJR b-V'A f41A HIA ' I Minimum Venilalon Aat8 per Section 2-5321, Table 2-53F. If zone raheat or recool is IJSl8d, I must be less than or equal ID H X 0.3, or less-than or equal lo B X 0.-4, or less than or equal kl 300 CFM, whictlewr b larger. · QJ Mµst be less 1han or equal kl I (If applicable), bYt no less than G, unless Transfer Air (K) ls used. [!) Must be gealer 1han or equal ID (G • H), and, tor VAY, gealaf than or equal lo (G • J). ~ 1991