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HomeMy WebLinkAbout2885 LOKER AVE E; ; CB983375; PermitB U I L D I N G P E R M I T Permit Nl.': C'E:9S 3 :, ,.-=, Project No: A9~04385 Development N,): 1Z/11J196 CP:i: 12 Page 1 of 1 .Job Address: 2.t;35 LOKER AV EAST Suite: Permit Type: INDUSTRIAL 'l'ENANT IMPROVEMENT Parcel No: 209-083-11-00 Lot#: Valuation: b79,0UO Occupancy Group: F1/S1/B Reference#: Description: TENANT IMPROVEMENT : 26,550 SF OFFICE 61,779 SF MFG/ WHSE 4261 12/10/98 0001 01 02 C-F~MT 25305-00 Construction Type: VN Status: ISSUEI1 Applied: 1U/02/9:3 Apr/Issue: 12/10/98 Entered By: MDP Appl/Ownr: ERICKSON JEFF 619 224-3605 1024 ROSECRANS STREET SAN DIEGO CA 92106 Fees Required *** Fees: Adjustments: 'fotal Fees: Fee description .00 2,532.00 25,305.00 Ext fee Data 3151.00 2048,00 185.00 12563.00 8756.00 20.00 Y 266,00 7.00 14.00 28.00 14.00 10.00 Y 500.UO 15.00 Y 162.00 97.50 FINAL APPROVAL INSP:«1/2 OATE=¢d.L- ~ (J-vlY FOR OFFICE USE ONLY / PLAN CHECK NO. 18,. 'S> 7 5 PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 2075 Las Palmas Dr., Carlsbad CA 92009 (760) 438-1161 EST. VAL. -~~.,.., ~l,,,_&<P____.,_t!)~c._p __ ------,,_ Plan Ck. Deposit '?.., ')~ '2- Validated By _ _,_-"-'F'--'-------- Address (include Bldg/Suite #) Co.x \:3:.)?o..o ::t:x::ru:.'-;\ No . 7':t-1. \ LcA·· 3 5 Business Name (at this address) Legal Description Lot No. Subdivision Name/Number C\ --\ \ N\ A Unit No. L' Phase No. Total # of units Assessor's Parcel# Existing Use T~ Description of Work gy Y7"¾ s~-~4. 2.. s-tonc..s.. SQ~ FT. #of Stories # of Bedrooms # of Bathrooms --· l83JJ: 10102/98: ®0'.:r {}1· "f)2' · Name Address City State/Zip Telephon~ #/ii¥• 00 ;3;--,: AIW~!Gl:\l)IT"·/ :tr_c,o~~r'iu:;tQt>1:l~g,e_nQ~9ntr~qt9r;_ -0 bwner~.J\gentfor_Q-wner · · ·. · -., · _ :> :JeffEddCSCI{'\ l R,&-o..rc\'(e-,.-i...\-AS.S.-)C\oae.s; \()2\.\ \'2('.SfC@.l)S s+) S.o..o °\).\-ey,, QA l).'2.\0(,., {_(Q\9.)2'2.'-l-3G:,O<:; Name Address City State/Zip Telephone# i4{.:.. •. P.l:!..QPsl'iIY..,;..QWJ\l~JL .. • ...... ::':...~ .. :i:::. __ ._; .... ... ..... . . .. . .SOA?(CA) &\?S. 12-3"7 1 Inc C)o W? Ca..,n:'-J-+-CQ ,:tnc.., So ~oc\;;ef~\le.r PlttU1., ~'\.\.ewYcr(lc., NV /002.0 (2..12.) '-\q2. il'-i~ Name =""""'= Address City State/Zip Telephone # LS~ ~-,Q,QN1M~r9R;,t;Q!VIP-P.~Y:N~ME{,:-~~=~~--,7_~--H:, -:,~---n' rn ,,--:-, -::~~--~ ---,--N,S • w , "' --~, (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, commending 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 [$500]). Roe\ ConswrlQ'("\ Co, 'J:nc.. t ?8C..la t<,, ..r:n .$+. > ~ D1-eso 1 C..& C\2. \ ,o < Co\'!) 2.c.f1--4 \Sb Name ddress City State/Zip Telephone # \ 8 4S 3 \ License Class B \ \ C\ (p 2 Cl::, ~ A \D2'-l o 22~-3'=>b~ Designer Name Address State License # C.. ~ \ \OY.3, ~;.:, ;.Yl(QJ\is .. Ms'LqP.Ml?J;l'lls:ATlQ.tL . ·:., _...::..:.~:.,.; ·----~" · .•.. .:: .• :.~ ~--.:.-· ::. ·:_:--:.~: ··.::.: ~: -:.·.--_ ~ :-· · ·· · ·--• ~-• · ··- workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: D I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 'fie I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My worker's compensation insurance carrier and policy number are: Insurance Compan{::tCt.) ~ ::Ins.,,ronce & Cl+ :\-he \J....'e..~::\-Policy No. W 3.t) \3"'478 3 ~ 6 C Expiration Date 2.199 (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS ($1001 OR LESS) D CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to ecure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand doll , ddition to the cost of compensation, damages as provide~ for in Se ti~n 3706 of the.;:t?±de, interest and attorney's fees. SIGNATUBE-",, G°'c:c; ~ ct2.oe.( · -/\F"'i>--c.; , '-' DATE {'!if ¥-<j-~1:·-:10Wtf ·, _1ct(' :oei:i::ARAT:lbr.i·· .· ... ,. ·• ~ '" ...... -~ ........... --·::: ... ·_: ____ , __ ·:. ·· .... :: .. · ·· ·_ :~. . · ...... -~. ·· · ·· · -:,· . ' .. . I hereby irm th exempt from the Contractor's License Law for the following reason: D I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for-the purpose of sale). D I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). D I am exempt under Section ______ Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. D YES ONO 2. I (have / have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number/ contractors license number)=------------------------------------------~- 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work): _____________________________________________________ _ DATE _________ _ -~-<) , .... ,,-, ' Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? D YES ~ NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? D YES 1}Zl NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? D YES }i1 NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. liL.:QQM°:t~_Llc;tT{)r.UWPJ.&'?r'.~~QiYi,;.:C"',:'.-~;·;~·~;=::-:-: ~-~_;· ::: . ~~.:';"·~=--'.·:~-:~; :.::';".~ ~.:~ ---:~:-: ~' .. . . : .''.. . ---~-.. 7:::: · · ,_ , ., I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec, 3097(i) Civil Code). LENDER'S NAME LENDER'S ADDRESS _______________________ _ £-{APPtJCANT CERTIF!Q8TtoN, · : i __ ·~ .. ' ·· ,_, .· · -. 'O' ~-, ~n,,.,.._ , <I' ~ , ~--w,-N...,,,,.,,.,_,,,_ N «f¼r._ __ ,,,,N ~,, ,,__ V<• ..,_,, ,,,, w_, y ;, ',:; , ' ,, ~ :.,..,,.0, ' --, '; ·--... , " .... • ' -~ ' ', I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building· construction. I hereby authorize representatives of the Citt of Carlsbad to enter upon the above mentioned property for inspection purposes. I A~SO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MA¥ IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 365 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the wo i commence~ fff a period of 180 days (Section 106.4.4 Uniform Building Code). APPLICANT'S SIGNATURE ,lftll, DATE --'j'-o__,_/_-z__._/_q.,_8 _____ _ WHITE: File YELLOW: Applicant PINK: Finance ,v12'.12---- S E W £ R P E R M I T Permit No: SE98U2S9 Bldg PlanCk#: CB983375 12/iU/98 f.18:ll Page 1 of 1 Job Address: 2885 LOKER AV EAST Permit Type: SEWER -OFFICE/WAREHOUSE Parcel No: 209-083-11-00 Suite: 4260 .12/l0/98 0001 01 C-PRMT IV) v.~ .18380#00 [)escription: TENANT IMPROVEMENT Permitee: ERICKSON JEFF 1024 ROSECRANS S'J:REET SAN DIEGO CA 92106 Fees Required *** ---------------------------- Fees: Adjustments: Total Fees: Fee description --------------------- Sewer Fee Enter Sewer EDTJs Other * SEWER TOTAL 619 2Z4-36US Status: ISSUED kpplied: 121U7/':Jd Apr;Issue: 12/10/98 Expire,j: Prepared By: ,J.J .s Collected & Credi~s , Oll .uu 18,380.00 Ezt fee Data 14.75 -5.31 9.44 17219.00 812.00 G 349.00 18380.00 FINAL APPROVAL =----DATE--==-=-- CL. ·, :-_r~cE =~~---...___ ___ CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (760) 438-1161 \ City of Carlsbad Inspection Request For: 5/6/99 Permit# CB983375 Inspector Assignment: TP --- Title: TENANT IMPROVEMENT Description: 26,550 SF OFFICE 61,779 SF MFG/ WHSE Type:ITI Job Address: Suite: Location: Sub Type: 2885 LOKER AV EAST Lot ll.PPLICANT : ERICKSON JEFF Owner: SOAP CA QRS 12-37 INC Remarks: Total Time: Phone: 6199217874 Inspector: __£__ Requested By: JOE Entered By: CHRISTINE CD Description Act Comments -19 Final Structural ./IL 29 Final Plumbing +-39 Final Electrical 49 Final Mechanical Inspection History Date Description Act lnsp Comments 4/20/99 89 Final Combo co TP FIRE SIGN OFF, COMPLETE ELEV 4/16/99 89 Final Combo co TP 4/14/99 15 Roof/Reroof CA TP 4/13/99 15 Roof/Reroof NS PD 4/13/99 39 Final Electrical NS PD 4/13/99 44 Rough/Ducts/Dampers NS PD 4/12/99 34 Rough Electric WC TP WRONG PERMIT 4/9/99 24 Rough/Topout co TP @ ROOF SEE NOTICE ATTACHED 4/9/99 44 Rough/Ducts/Dampers co TP 4/9/99 49 Final Mechanical WC TP 4/9/99 89 Final Combo WC TP 4/7/99 44 Rough/Ducts/Dampers Pl TP 3/29/99 23 Gas/Test/Repairs WC TP NO INSP THIS PERM 3/29/99 24 Rough/Topout WC TP 3/22/99 89 Final Combo NR TP 3/15/99 29 Final Plumbing NR TP NOT READY FOR FINAL 3/10/99 24 Rough/Topout AP TP ROOF ORN PENT @ 1 HR STR WELL 3/10/99 24 Rough/Topout AP TP INK RM, DYE RM \ City of Carlsbad Inspection Request For: 5/6/99 Permit# CB983375 Inspector Assignment: TP 3/9/99 17 Interior Lath/Drywall NR TP 3/5/99 14 Frame/Steel/Bolting/Welding AP TP CEIL @ 1 HR CORR 3/5/99 17 Interior Lath/Drywall AP TP 1HR CORR WALLS ABOVE CEIL 3/5/99 34 Rough Electric AP TP CEIL LITES @ 1 HR CORR 3/5/99 44 Rough/Ducts/Dampers AP TP DUCTS, F.D.@ 1HR CORR 3/4/99 17 Interior Lath/Drywall CA TP 3/4/99 24 Rough/Topout CA TP 3/3/99 17 Interior Lath/Drywall AP TP LOBBY, ELEV ENCL 3/3/99 24 Rough/Topout AP TP SINK@RM205 3/2/99 17 Interior Lath/Drywall NR TP 2/26/99 14 Frame/Steel/Bolting/Welding AP TP ELEV ENCL 2/24/99 13 Shear Panels/HD's AP TP 2/24/99 14 Frame/Steel/Bolting/Welding AP TP T BAR CEIL RM 110-113 2/24/99 34 Rough Electric AP TP CEIL LITES RM 110-113 2/24/99 44 Rough/Ducts/Dampers AP TP DUCTS, PLMNS CLMN BASES 2/24/99 66Grout AP TP P.G.@ STR CLMN BASES 2/23/99 14 Frame/Steel/Bolting/Welding co TP CEIL FRONT OFFICES 2/23/99 14 Frame/Steel/Bolting/Welding AP TP T-BAR CEIL#117 2/23/99 34 Rough Electric AP TP CEIL LITES #117 2/23/99 47 Fireplace/Chimney AP TP DUCTS, PLMNS #117 2/23/99 66Grout WC TP 2/22/99 14 Frame/Steel/Bolting/Welding co TP @ HARD CEIL & STR CORR 2/22/99 24 Rough/Topout WC TP 2/22/99 34 Rough Electric WC TP 2/22/99 44 Rough/Ducts/Dampers WC TP 2/19/99 14 Frame/Steel/Bolting/Welding AP TP CEIL T-BAR RM 121, 106 2/19/99 24 Rough/Topout WC TP 2/19/99 33 Service Change/Upgrade WC TP 2/19/99 34 Rough Electric AP TP CEIL LITES RM 121, 106 2/19/99 34 Rough Electric AP TP MAIN, SUB PNLS, TRANS 2/19/99 44 Rough/Ducts/Dampers AP TP DUCTS, PLMNS RM 121, 106 2/16/99 34 Rough Electric co TP GROUND !DENT@ MAIN PNLS 2/12/99 21 Underground/Under Floor AP DH ADDED SINK IN LUNCH RM 104 2/11/99 13 Shear Panels/HD's AP DH LOBBY 2/11/99 14 Frame/Steel/Bolting/Welding AP DH T-GRID 2ND FL NORTH HALF 2/10/99 13 Shear Panels/HD's NS TP 2/10/99 84 Rough Combo NS TP 2/5/99 14 Frame/Steel/Bolting/Welding co TP T-BAR CEIL 2ND FLR , WOOD FRM ENT 2/5/99 14 Frame/Steel/Bolting/Welding AP TP 2ND FLR SOFFITS, CHASES, LOW WALLS 2/5/99 14 Frame/Steel/Bolting/Welding AP TP 1ST FLR RIM 107, 108,117 2/5/99 24 Rough/Topout WC TP 2/5/99 34 Rough Electric AP TP 2ND FLR SOFFITS, CHASES, LOW WALLS 2/5/99 34 Rough Electric AP TP 1ST FLR RM 107,108,117 2/5/99 44 Rough/Ducts/Dampers WC TP 2/4/99 84 Rough Combo NS TP 1/27/99 14 Frame/Steel/Bolting/Welding AP TP N/INCL 107,108 & LOBBY 1/27/99 34 Rough Electric AP TP 1/25/99 14 Frame/Steel/Bolting/Welding AP TP 1/25/99 34 Rough Electric AP TP WALLS 1/22/99 11 Ftg/Foundation/Piers AP TP INT SPRDS & CONT@ LOBBY City of Carlsbad Inspection Request For: 5/6/99 Permit# CB983375 Inspector Assignment: TP 1/22/99 12 Steel/Bond Beam AP TP 1/21/99 84 Rough Combo AP TP 1 ST FLR RESTRMS 1/18/99 14 Frame/Steel/Bolting/Welding co TP RESTRMNS 1/18/99 24 Rough/Topout co TP 1/14/99 14 Frame/Steel/Bolting/Welding AP TP 2ND FLR S.F. SOFFIT 1/14/99 16 Insulation AP TP 1/7/99 17 Interior Lath/Drywall co TP 1/6/99 24 Rough/Topout AP TP 2ND FLR E 1/7/99 84 Rough Combo co TP CORR. WALLS 1/5/99 14 Frame/Steel/Bolting/Welding AP TP STR ENCL A& B 1/5/99 14 Frame/Steel/Bolting/Welding co TP MEZ HIGH WALLS ATTACH@ ROOF 1/5/99 14 Frame/Steel/Bolting/Welding AP TP AS MARKED ON PLN 1/5/99 17 Interior Lath/Drywall AP TP 1/5/99 24 Rough/Topout NR TP 1/5/99 34 Rough Electric AP TP WALLS 1/5/99 44 Rough/Ducts/Dampers WC TP 12/30/98 14 Frame/Steel/Bolting/Welding PA RB SEE APPROVED PLANS 12/30/98 34 Rough Electric PA RB SEE APPROVED JOB PLANS 12/21/98 21 Underground/Under Floor AP TP 12/21/98 24 Rough/Topout AP TP 12/17/98 21 Underground/Under Floor AP TP AS MARKED ON PLNS / cur of Carlsbad · Final Building Inspection Dept: Building Engineering Planning CMWD St Lite (Eire) Plan Check#: Date: Penni!#: C8983375 Pennit Type: Project Name: TENANT IMPROVEMENT Sub Type: 26,550 SF OFFICE 61,779 SF MFG /WHSE Address: 2885 LOKER AV EAST Lot: Contact Person: CHUCK Phone: 3/22/99 ITI .------------.. !1-:-, ~~ (F2 ,,~ ri \ '/ ·1·; :J ,, . i If \' I~-r I --• , I ' __ -_ • I, 'I . l!j: i'i MAR 2 9 1999 Sewer Dist: CA Water Dist: CA LJ C 1._ . •••••••• II •••••••••••••••••11111111111111111111111 ••••••••••••••••••••••••••_111111111 ••••••••••••••••• •••••••••••••••••••r• 8~111111111111111111111111111 Inspected /2. Date --·--------,_ By: Q_, c>o..e_c(._, Inspected: u/td/Cl9 Approved: /JL Disapproved: __ Inspected Date By: __________ Inspected: _____ Approved:---::--Disapproved: __ Inspected Date By: Inspected: _____ Approved: ___ Disapproved: __ ........................................................................................................................................................... Comments: ------------------------------ ti· ¥ H lES#e ;-.t£4\ik* 1 t Mi I a•, h ,S:M, :f. -h Uql if ;;;p.:.,,§444 {i ibU-,-•r;;,;., &,,S-,:s ·,S,.,C -g\ iQh··:J.B·," Testing Engineers -San Diego, Inc. Established 1946 FINAL REPORT FOR ·. · SPECIAL INSPECTION AND MATERIAL TESTING DATE: April 14, 1999 Job No. 99-044 TO: City of Carlsbad Building Department 2075 Las Palmas Carlsbad, California 92009 SUBJECT: SATISFACTORY COMPLETION OF WORK REQUIRING SPECIAL INSPECTION AND MATERIAL TESTING PERMITNO.: 983375 PROJECT ADDRESS: Randle International '28 85-E':"tok"er-"'Avenue Carlsbad, California I declare under penalty of perjmy that, to the best of my knowledge, the work requiring special inspection, material sampling and testing, including the off-site fabrication of building components for the structure/s constructed under the subject permits is in conformance with the approved plans, the inspection and observation program and other construction documents, and the applicable workmanship provisions of the Uniform Building Code. Executed on this 14th day of April, 1999. 111e work which we provided Special Inspection consisted of: Dowel/Bolt Anchorage, Structurnl Steel including Field Welding. A. If the inspection se1vices were provided by an approved material testing laboratory or special inspection agency: JESTING LABORATORY OR SPECIAL INSPECTION AGENCY: Testing Engineers -San Diego, Inc. ADDRESS: 7895 Convoy Court, Suite 18, San Diego, CA 92111 RESPONSIBLE MANAGING ENGINEER OF THE JESTING LABORATORY OR SPECIAL INSPECTION AGENCY: NAME(PRINTORTYPE) RDouglasProvins £. ½(~ £1. State of California Registration Number: C56018 fa.-piration Date: 12/31/00 B. If the inspection services were provided by an independent certified special inspector: SPECIAL INSPECTOR'S NAME (PRINT OR TYPE): REGISTRATION NUMBER: EXPIRATION DATE: SIGNATURE: / / '·. Testing Engineers-San Diego, Inc., 7895 Convoy Court, Suite IS San Diego, CA. 92111 [619]715-5800 Fax[619]715-58l0 ,• ,~ . ,. · .. ~•.,'.' ·~: +~ .: '' r ~"... • l • ',' ~ '\ ~ ' : ... ' t -l ' ·-t . ------·-~--·-- I '<J . ; ., I l • l 8L()? S}</GL.L- F/L-e ~x_, Ca;(?;<f f O ~ 5. I. /2 &,P61t./-r , ~ _,_ 05/14/99 FRI • 10:05 FAX 6192975208 ROEL CONSTRUCTION +6197155800 Tl::SiiNG ~13INS'.ERS SD. ·/: . 't; E ..... _ .. I' Testing Engineers .. San Diego, tnc. . . : 479 P02 141002 MAY 14 '99 08:27 Eatnbli~hed 1946 I [ SPECIAL INSP:~~N~~f:RIAL TESTING l I DATE; April 14, 199~ TO: City of Cad.$bad Building Department 20751$ Palmas carlsbacl., california 92009 Job No. 99~044 r. f SATISFACTORY COMPLETION OF WORK REQUDUNG SP:ECJAl. INSPECTION AND MATERIAL TESTJNG f . SUBJECT: . :PERMJTNO,: 983375 PROJECT ADDRESS: Raruile International 2885 E. l.Qker A~® Carlsbad, California .[ : ii.'.. , .... ::· .. I ~Jan, \U1der penalty of peijmy that, to the best ofmy knowledge. the work r~wdni spei:;ial ~on, material SIUllpling and testitig, lnc:h1ding the otf~re .fabrication e1fbuildlng compommt~ for the ~s CO~·under 1lle SJJbject permits is in Q)n.limnance with the approval plans, the i.nspcclicn a:nd observation progrwn SU'!d other c.onstruction ~nts, and the applicable workmanship provisions aftlte Ucifonn Euilcling c.ade. . .. Executed on tlus 14m ~ of April., 1999_ ::: : The mrk which we provided Spedal In~on call.${sted of; Dowel!Bolt Allch0rng~ ~uucMal Sti=el including Field Welding, •, ' A. f.f tbe in..~cr.ion services~ provided by an approved material lfS1ing laborat~cy\,r &'pe'aal inspeciion ~Q,Y; TESTING LABOMTOR.Y OR SPECIAL ™SPECTION AGENCY; testing/!Engineers • San Diego, Inc. A'ODRBSS: 7895 Ccinvoy Courr., Suite 18, San Diego, CA 92111 ii : :? . RESPONSlBJ.,E MANAOfNG ENGINEER OF THE TESTING LABORATORYi/oRSPECIAL INSPECTION' AGENCY; NAME (PRINT OR TYPE} RDwp-.S g· ~h pzl, State of califomia Registration Nllttlber: CS60 !8 B.,"P+ Date~ B. If the inspection services W¢t'e pnwided by an tndep::ndent <:crtificd speclal +or: ,. SPECIAL INSPECTOR'S NAME (PRIN'r OR TYPE): ; : REGISTRATION NUMBER: EXPIRATION qATE: SIGNATI.IU: :' ' ?· ,: ; .. j . i. : ' . :: . l· . ! . i : :· ' ! • ! .• 12./:31/00 Tis1ingEnginr;ors •S11n Diego, In<:., 71!9S c:~,nv11y Co11r1, Suirel8 Siin ~fogo, CA. 9'2111 {619!71'5-SB00 Ft1;,;[6!9j7IS-Sllf0 1: : i· ·:· ,' . j· .• r :: MAY. -18' 99(TUE) 07:42 ROEL CONSTRUCTION ... SC. SOUTHERN CALlFORNIA T SOIL&TESTING, INC. 6280 Riverclalc Strcel, Sl!n Diego, C:A 9ll W l~O. lfox 600627. Sun Di~go. CA 92160-0627 619-280-432 I, PJ\X 6 I 9-280-4717 April 12, l 999 Kelly Capital 4510 Executive Dr., Plaza 5 San Diego, California 9 l 9 l I TEL:619 297 5208 SCS&T 9812232 ReportNo. 5 Reference: Randall International, 2885 Loker Ave., Carlsbad Oaks, California Pennit Numbers: 98-4228 and 98-0734 Subject: Verification of Special Inspection Ladies/Gentlemen! In accordance with the request of Jeff Sherman of Roel Construction, we have prepared this letter to clarify the role of Testing Services Inc, (TSI) as a sub·contracted inspector of SCS&T. Specifically Special Inspector Dennis Null was utilized by SCS&T to conduct Special Inspections of Drilled Epoxy Grouted Anchors, and Field Welding, at the referenced as detaiJed in Special Inspection Reports No, IO through 13. It should be noted that Mr. Null's certifications and experience qualify his respective inspections. The inspections conducted by Mr. Null and the content of his reports were reviewed by SCS&T. To the best of my knowledge, the work requiring special inspection was performed in confonnance with the approved plans and specifications, and the applicable workmanship provisions of the Uniform Building Code, We appreciate the opportunity to provide our Special Inspection services. Respectfully submitted, SOUTHERN CALIF IA SOIL & TESTING, INC. cc: (1) Kelly Capital (I) Roel Construction (I) City of San Diego P. 002/002 SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 6280 RlVERDALE STREET, P. 0. Box 600627, SAN DIEGO, CA 921"60 (619) 280-4321 Concrete Compressive Strength Test Report File Number: Project Title: Project Location: Architect: Engineer: Contractor: Location In Structure: Material Supplier: Mix Desianation: Admixture(s): 9812232 Randall International 2885 Loker Avenue East, Carlsbad Richard Yen & Associates Mesri Engineering Roel Construction Mixing room footing Palomar Transit Mix 303005 Time In Mixer (Minutes): 75 Slump, Inches: 4 Truck Number: 963 Ticket Number: 899241 Samples Fabricated By: GRP Samples Tested By: GG Laboratory Number: 9220 9221 9222 Mark: Date Made: 03-16-99 Date Received 03-17-99 Date Tested 03-23-99 04-13-99 04-13-99 Diameter, Inches 6.00 Area, Square Inches 28.27 Maximum Load, Pounds 64,000 104,500 107,500 Compressive Strength, psi 2,260 3,700 3,800 Age Tested, Days 7 28 28 Required 28 Day Strength, psi 3,000 Fracture Type Permit No: 980734 Plan File No: CC Temp: Air Temp: Air Content: 0 0 % Specimen compressive strength testing were performed by this agency in accordance with the ASTM C39-96 standard. This agency makes no other warranties express or implied. Legend: Fracture Type -Cone =C; Cone and Split =CS; Cone and Shear =CSH; Shear= S; Columnar= CL Distribution: (1) Kelly Capital (1) Roel Construction (1) City of Carlsbad (1) Pre-Mixed 03-1-6.doc 4/13/99 Reviewed By: George Gavit, RCE #56564 Testing Engineers -San Diego, Inc. Established 1946 FINAL REPORT FOR SPECIAL INSPECTION AND MATERIAL TESTING DATE: April 14, 1999 Job No. 99-044 TO: City of Carlsbad Building Department 2075 Las Palmas Carlsbad, California 92009 SUBJECT: SATISFACTORY COMPLETION OF WORK REQUIRING SPECIAL JNSPECTION AND MATERIAL TESTJNG PERMITNO.: 983375 PROJECT ADDRESS: Randle International 2885 E. Loker Avenue Carlsbad, California I declare under penalty of perjury that, to the best of my knowledge, the work requiring special inspection, material sampling and testing, including the off-site fabrication of building components for the structure/s constructed under the subject permits is in conformance with the approved plans, the inspection and observation program and other construction documents, and the applicable workmanship provisions of the Uniform Building Code. Executed on this 14th day of April, 1999. The work which we provided Special Inspection consisted of: Dowel/Bolt Anchorage, Structural Steel including Field Welding. A. If the inspection services were-provided by an approved material testing laboratory or special inspection agency: TESTING LABORATORY OR SPECIAL INSPECTION AGENCY: Testing Engineers -San Diego, Inc. ADDRESS: 7895 Convoy Court, Suite 18, San Diego, CA 92111 RESPONSIBLE MANAGING ENGINEER OF THE TESTING LABORATORY OR SPECIAL INSPECTION AGENCY: NAME (PRINT OR TYPE) R Douglas Provins 12., <J7~,,., ~/,., State of California Registration Number: C56018 Expiration Date: 12/31/00 B. If the inspection services were provided by an independent certified special inspector: SPECIAL INSPECTOR'S NAME (PRINT OR TYPE): REGISTRATION NUMBER: EXPIRATION DATE: SIGNATURE: Testing Engineers -San Diego, Inc., 7895 Convoy Court, Suite 18 San Diego, CA. 92111 [619]715-5800 Fax [619]715-58 IO AUMWiiWWWM@Q¼IM ¥ RI Pi#i1¥€½WHAhd#MiS@i8?0-6iW1,£4irlh# ;@#iii-SH/Si ea, Lj@.-Jdt!B!SH9h&i & I g !Wfi4&:&RRIA1 &Miflt§\%$JiMV\$W¥%} #1 Testing Engineers -San Diego, Inc. '} Established 1946 1, a ~1~ FIELD INSPECTION AND TEST REPORi?n ~ / (l, \ ' ~,. X,?J,l·' Date: Job No: Job Name: Address: 02/10/99 99056:XX RANDLE INTERNATIONAL 2885 Loker Avenue Carlsbad, California Plan Number: Permit Number: Report No: 405 ENGINEER: GREGORY SMITH, PE NIA 983375 AJ ~~ VJ -7 ol Enclosed are field inspection and/or test reports, for the above referenced project, for work performed on 1/3 0/99-1/31/99. These reports cover the locations of work inspected and/or tested following recognized standards and do not constitute engineering opinion or project control. These reports do not relieve the contractor of his responsibility to build per the plans, specifications and all applicable codes. Should you have any questions regarding these reports, please contact our office at (619) 715- 5800. . . Testing Engineers -San Diego, Inc., 7895 Convoy Court, Suite 18 San Diego, CA. 92111 [6 l 9]715-5800 Fax [6 l 9]715-5810 \kMAfi±iMSd !llllnMSf4VWWi·1 'iRW".fit?,&9kfa@~" &tiGSdi@ hi½¼d ·MZ1·!$1®:fN'tWtWM P 1,1 llitH.i.,;••t,f"khrS2l'ili i&li?PifbfIBnk!i8M.fW114f¾1-P·K¥iii#i¼hC·apfr·hfui4ti:4-fZMM;:SJ·Wi¼&\%i:MSWiSW Testing Engineers -San Diego, Inc. FIELD INSPECTION AND TEST REPORTS Date: Job No: Job Name: Address: 02/10/99 99056:XX RANDLE INTERNATIONAL 2885 Loker Avenue Carlsbad, California Plan Number: Permit Number: Report No: 405 ENGINEER: GREGORY SMITH, PE NIA 983375 Established 1946 Enclosed are field inspection and/or test reports, for the above referenced project, for work performed on 1/30/99-1/31/99. These reports cover the locations of work inspected and/or tested following recognized standards and do not constitute engineering opinion or project control. These reports do not relieve the contractor of his responsibility to build per the plans, specifications and all applicable codes. Should you have any questions regarding these reports, please contact our office at (619) 715- 5800. Reports enclosed· (2) · · Testing Engineers -San Diego, Inc., 7895 Convoy Court, Suite 18 San Diego, CA. 92111 [619)715-5800 Fax [6 I 9]715-5810 Testing Engineers • San Diego, Inc. 7895 CONVOY CT., SUITE 18 SAN DIEGO, CA 92111 INSPECTION REPORT Page _1 _of J__ General/ Subcontractor If O 11:=_L fa TeA!_lr/ ,4--TiQr-/4L..I7eP&<-P A:1J#cte'Tt, Building Permit# ?:% 33 ~ DSA# _______________ _ Plan File# ________________ _ OSHPD# ______________ _ Government Contract# ___________ _ Other ________________ _ INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION IN~CTION CHECKLIST __ Concrete. __ Soil --__ Cone.: Mix #/psi ~Plans __ Prestress Cone __ Base· --__ Cone.: Mix #/psi =2"Specifications ~Masonry __ Subgrade --__ Cone.: Mix #/psi 7 I{ , Sizes __ Struct Steel __ Asphalt Concrete --__ Rini.: Rebar '9/q ?/3 __ Slump 7 __ Fireproofing __ Concrete Cylinders --__ Rini.: W.W.F. __ Air Content __ Pile Driving __ Cone Flex Beams --__ Rinf.: Tendons __ Temperature __ Non-Destructive __ Rein!. Steel --__ Grout: Mix #/psi __ Unit Weight __ Batch Plant __ Tendon (PT Strands) __ __ Mortar: Type/psi :zonsolidation __ Soils Technician __ Mortar Samples --__ Units: Block Electrode Storage __ Mechanical __ Grout Samples --+ Units: Bk-· • __ Torque Applied __ · Electrical __ Masonry Prisms --__ Steel .36 __ Load (Pounds) __ Bolt Pull-Out __ Masonry Block --__ H.S. Bolts __ Thickness __ Roofing __ Steel --T Metal Decking --__ Waterproofing __ H.S. Bolts --__ Electrodese 7 f9 / 2/ -- --DSA __ Fireproofing --__ Fireproofing -- ~-osHPD __ Roofing --__ Other __ Corrective action required __ __ Specialty Ef' O. '><.CJ __ Other --__ Corrections completed __ I CERTIFICATION OF COMPLIANCE: To the best of my knowledge, all of the reported work, unless othe with the approved plans and specifications and the workmanship provisions of the applicable code. INSPECTOR'S NAME J,e,?)J,/ f/,E IJZ n?/liJ. N CERT. NO • .s--j'Sc. IJ'1--lV c- (Print Clearly) INSPECTOR'S SIGNATURE-·( t~ Testing Engineers -San Diego, Inc. 7895 CONVOY CT., SUITE 18 SAN DIEGO, CA92111 INSPECTION REPORT Page_1_of_J___ General/SubcontractorlfOl=L zhy T-e.R./41'4 rtot<f,4...L .:z;e...ot-.1 p;e_o~ c./CT..£ Building Permit# f$ .3.3;7 6 DSA # ______________ _ Plan File# ________________ _ OSHPD# _____________ _ Government Contract# ___________ _ Other ________________ _ INSy-ECTION _ ·v_ Concrete. Prestress Cone __ Masonry Struct Steel __ Fireproofing __ Pile Driving __ Non-Destructive Batch Plant __ Soils Technician Mechanical __ Electrical Bolt Pull-Out __ Roofing __ Waterproofing DSA __ OSHPD _ ~ Specialty"f=':-JYD ){ MAT'L SAMPLING QTY __ Soil __ Base __ Subgrade __ Asphalt Concrete __ Concrete Cylinders __ Cone Flex Beams __ Rein/. Steel __ Tendon (PT Strands) __ __ Mortar Samples __ Grout Samples __ Masonry Prisms __ Masonry Block __ Steel __ H.S.Bolts __ Fireproofing __ Roofing __ Other __ _ MATERIAL DESCRIPTION __ Cone.: Mix #/psi __ _ __ Cone.: Mix #/psi __ _ __ Cone.: Mix#/p~i __ Rini.: Rebar 3 , __ Rini.: W.W.F. __ Rini.: Tendons __ _ __ Grout: Mix #/psi __ _ __ Mortar: Type/psi __ _ __ Units: Block ___ _ '_L Units: Bloc)i, , __ V_ Steel tt.· ~ __ H.S. Bolts ____ _ --/-Metal Decking ~ Electrodes/E: 701.,f __ Fireproofing ___ _ __ Other _____ _ INS5CTION CHECKLIST __ Plans _____ _ · . Specifications ___ _ =2' Sizes _____ _ __ Slump _____ _ Air Content ___ _ __ Temperature ___ _ __ UnitWeight ___ _ _ponsolidation _/_ i= Electrode Storage __ _ · __ · Torque Applied __ _ __ Load (Po·unds) __ _ Thickness ____ _ __ Corrective action required __ __ Corrections completed __ ~-=~~-=--=-::p.---=-=-~---=---;;-;;--:...-;-~~..=--cc...:..::..:::~--=:::.._:....:.._~;_.=:-==;;c::...=.~~~~ ,,477<:0N' <!. o/i'/eR ':te_ ',,/ .. J ff1:J~ /_s ;-/I (J2_()6il:E ,J-:5 ~ M--e.. rcd3/ P""' l' Fiala Representative_..::,=---~.,#---=------- CERTIFICATION OF COMPLIANCE: To the best of my knowledge, all of the reported work, unless otherwise stated, is in conformance with the approved plans and specifications and the workmanship provisions of the applicable code. INSPECTOR'S NAME /_~;f/ 1/i;_/ ILfk14# (Print Clearly) INSPECTOR'S SIGNATURE ---~ CERT. NOS~ n?. td ~ DATE · j-.3, /-f_tJ I SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 6280 RIVERDALE STREET, P. 0. Box 600627, SAN DIEGO, CA 92160 (619) 280-4321 Concrete Compressive Strength Test Report File Number: Project Title: Project Location: Architect: Engineer: Contractor: 9812232 Randall International 2885 Loker Avenue East, Carlsbad Richard Yew & Associates Mesri Engineering Roel Construction/Rock Ent. Location In Structure: Material Supplier: "B" spread footing closest to elevator pit Pre-Mixed Mix Designation: Admixture(sJ:- Time In Mixer (Minutes): Truck Number: Samples Fabricated By: Laboratory Number: Mark: Date Made: Date Received Date Tested Diameter, Inches Area, Square Inches Maximum Load, Pounds Compressive Strength, psi Age Tested, Days 4032500 55 436 DN 7150 01-23-99 01-25-99 02-01-99 6.00 28.27 93,750 3,320 9 Required 28 Day Strength, psi 4,000 Fracture Type C Slump, Inches: 3-3/4 Ticket Number: 307262 Samples Tested By: GG 7151 7152 02-22-99 02-22-99 127,500 128,500 4,510 4,550 30 30 C C Permit No: 98-3375 Plan File No: CC Temp: 75° Air Temp: 50° Air Content: % Specimen compressive strength testing were pertonned by this agency in accordance with the ASTM C39-96 standard. This agency makes no other waffanties express or implied. Legend: Fracture Type -Cone =C; Cone and Split =CS; Cone and Shear =CSH; Shear= S; Columnar = CL Distribution: (1) Kelly Capital (1) Roel Construction (1) City of Carlsbad (1) Pre-Mixed 01-23.doc 2122/99 Reviewe~ George Gavit, RCE #56564 SOUTHERN CALIFORNIA Soa AND TESTING, INC. 6280 RIVERDALE STREET, P. 0. Box 600627, SAN DIEGO, CA 92160 (619) 280-4321 Concrete Compressive Strength Test Report File Number: Project Title: Project Location: Architect: Engineer: Contractor: Location In Structure: Material Supplier: Mix Designation: Admixture(s): 9812232 Randall International 2885 Loker Avenue East, Carlsbad Richard Yew & Associates Mesri Engineering Roel Construction/Rock Ent. Lobby elevator pit Pre-Mixed 4032500 Time In Mixer (Minutes): 75 Slump, Inches: 3-1/2 Truck Number: 419 Ticket Number: 307398 Samples Fabricated By: KSE Samples Tested By: GG Laboratory Number: 7219 7220 7221 Mark: Date Made: 01-26-99 Date Received 01-27-99 Date Tested 02-02-99 02-23-99 02-23-99 Diameter, Inches 6.00 Area! Square Inches 28.27 Maximu_m Load, Pounds 101,500 128,250 132,500 Compressive Strength, psi 3,590 4,540 4,690 Age Tested, Days 7 28 28 Required 28 Day Strength, psi 3,000 Fracture Type C C Permit No: 98-3375 Plan File No: CC Temp: Air Temp: Air Content: 7222 Discard 0 0 % Specimen compressive strength testing were performed by this agency in accordance with the ASTM C39-96 standard. This agency makes no other warranties express or implied. Legend: Fracture Type -Cone =C; Cone and Split =CS; Cone and Shear =CSH; Shear = S; Columnar= CL Distribution: (1) Kelly Capital (1) Roel Construction (1) City of Carlsbad (1) Pre-Mixed 01-26.doc 2123199 Reviewed By: George G~6564 SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 Riverdale Street, P.O. Box 600627, San Diego, CA 92160, (619) 280-4321 FIELD INSPECTION REPORT PROJECT TITLE: Randall International, Carlsbad Oaks SCS&T FILE NO: J.R.NO: 17 (Pg 1 of 1) PROJECT LOCATION: \ .:;rn£!5?:loker-Ave., Carlsb~~ PERMITNO: 9812232 98-3675 PLAN FILE NO: ARCHITECT: GEN. CONTRACTOR: 1/21/99 D. Neyens #73396 1/22/99 D. Neyens #73396 1/23/99 D. Neyens #73396 DISTRIBUTION: (1) Kelly Capital Richard Yen & Associates Roel EPOXY ANCHORS REINFORCED CONCRETE ENGINEER: SUBCONTRACTOR: Epoxy: Simpson Set Model 22, ICBO ER5279 Concrete: Premixed Design 40325000, 4500psi Time Arrived: 0800 Time Departed: 1600 Mesri Engineering Roel I observed epoxy placement of reinforcing dowels per details shown on "Lobby Plan & Elevation" drawings (pg. 503), for footings (excluding elevator pit) and spread footings. The reinforcing steel in footings and spread footings was checked for concrete placement readiness as well ( except for elevator pit). Time Arrived: 1300 Time Departed: 1700 I checked the lobby area trench footings for general concrete placement readiness and found all to be in substantial compliance with the governing construction requirements. Time Arrived: 0800 Time Departed: 1200 I observed placement of approximately 23 cubic yards of concrete in the lobby area trench footings, four type A spread footings and five type 8 spread footings. One slump test (3 ¾") and one set of cylinders samples (#23-A) were taken. I hereby certify that I have inspected the above reported work. Unless noted otherwise, the work inspected is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the governing building laws. (1) Roel Construction (1) City of Carlsbad REVIEWED BY: George A. Gavit, R.C.E. # 56564 DATE: December 4, 1998 JURISDICTION: Carlsbad PLAN CHECK NO.: 98-3375 EsGil Corporation 1n Partnersliip witli (jovemment for !Buifaing Safety SET: II PROJECT ADDRESS: 2885 Loker Ave. East PROJECT NAME: RANDALL INTERNATIONAL TI D The plans transmitted herewith have been corrected vyhere necessary and substantially comply with the jurisdiction's building codes. ~ The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified in the attached list are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed-for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: ~ Esgil Corporation staff did not advise the applicant that the plan check has been completed. D Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone#: Date contacted: (by: ) Fax#: Mail Telephone Fax In Person D REMARKS: By: Sergio Azuela Enclosures: Esgil Corporation D GA D MB igJ EJ D PC LOG trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 -Carlsbad 98-3375 II December 4, 1998 PLUMBING, MECHANICAL AND ENERGY CORRECTIONS PLAN REVIEWER: Eric Jensen V The following corrections may be sub~ed at a later date if the City of Carlsbad agrees to a "Fit up" permit. This project has been divided into different phases, the final phase being the installation of processing equipment (called Fit-up by the permit applicant). 24. Provide data on proposed hazardous material to be stored and used. USC, Section 307 and UFC. (May be deferred to "Fit-up" permit if necessary) a) Clearly show types of hazardous material is being stored or used. Provide a list of the proposed hazardous materials as per the types in USC, Tables 3-D, and 3-E. Provide the material safety data sheets (MSDS) .. b) Clearly show the amounts of each type of hazardous material to be stored and in use. c) Clearly show where in the buildings each type of hazardous material is being stored or used. PLUMBING (1994 UNIFORM PLUMBING CODE) 25. Detail any special DWV requirements: Drainage material to be used at the darkroom, ink room, and silk screen. (May be deferred to "Fit-up" permit if necessary) · 27. If the hazardous materials list requested above contains materials that could adversely affect the sewer, detail how the waste will be treated and/or disposed of and obtain approval from the water agency having jurisdiction. UPC 307.1 (May be deferred to "Fit-up" permit if necessary). MECHANICAL (1994 UNIFORM MECHANICAL CODE) 28. Show the size, location and type of all heating and cooling appliances or systems. (May be deferred to "Fit-up" permit if necessary) 29. In Groups S, F, M, and S Occupancies, or portions thereof, where Class I, 11, or Ill-A liquids are used (in any amount), mechanical exhaust shall be provided sufficient to produce six air changes per hour. Such mechanical exhaust shall be taken from a point at or near the floor. USC, Section 1202.2.2. (May be deferred to "Fit-up" permit if necessary) 33. Detail exhaust ventilation system compliance with UMC Chapters 5 & 6. (May be deferred to "Fit-up" permit if necessary) a) Detail the required make-up air as per UMC, Section 505.6. b) Detail the exhaust outlet clearances as per UMC, Section 609.10. c) Clearly show the type of material to be exhausted by each exhaust system. i' _Carlsbad 98-3375 II December 4, 1998 d) Clearly show the duct materials are suitable for the intended use. UMC, Section 609.1 e) Clearly show the exhaust duct material and gage used for each duct size. See UMC, Table 5-B. f) Detail ducts conveying explosives or flammable vapors, fumes or dusts shall extend directly to the exterior of the building without entering other spaces. UMC, Section 505.1. g) Detail required explosion venting of dust collection systems as per UMC, Section 609.5. h) Detail duct support as per UMC, Section 609.6. i) Detail fire protection as per UMC, Section 609.7. j) Detail clearances from combustibles as per UMC, Section 609.8. k) Detail protection from physical damage as per UMC, Section 609.9. DATE: November 24, 1998 JURISDICTION: Carlsbad PLAN CHECK NO.: 98-3375 EsGil Corporation 'l.n Partners/Up wit/i. (jovemment for 'Builaing Safetg SET: II PROJECT ADDRESS: 2885 Loker Avenue East PROJECT NAME: RANDALL INTERNATIONAL TI D PLICANT D JURI . D PLAN REVIEWER D FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a com.plete recheck. IZ] The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. IZ] The applicant's copy of the check list has been sent to: Richard Yen & Associates ; Attn: Jeff Erickson 1024 Rosecrans St., San Diego, CA 92106 IZ] Esgil Corporation staff did not advise the applicant that the plan check has been completed. D Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Date contacted: (by: ) Mail Telephone Fax In Person D REMARKS: By: AD for Sergio Azuela Esgil Corporation D GA D MB t8:I EJ D PC Telephone#: Fax#: Enclosures: 11/17/98 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 Carlsbad 98-3375 II November 24, 1998 RECHECK PLAN CORRECTION LIST JURISDICTION: Carlsbad PLAN CHECK NO.: 98-3375 PROJECT ADDRESS: 2885 Loker Avenue East SET: II DATE PLAN RECEIVED BY DATE RECHECK COMPLETED: ESGIL CORPORATION: 11/17/98 November 24, 1998 REVIEWED BY: AD for Sergio Azuela FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans wiH be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1994 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. · A. Please make all corrections on the original tracings and submit two new sets of prints to: ESGIL CORPORATION. B. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. C. The following items have not been resolved from the previous plan reviews. The original correction number has been given for your reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections. Please contact me if you have any questions regarding these items. D. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? DYes DNo -Carlsbad 98-3375 II November 24, 1998 1. Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 2075 Las Palmas Drive, Carlsbad, CA 92009, (619) 438-1161. The City will route the plans to EsGil Corporation and.the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (619) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 14. Corridors serving 30 or more occupants shall have walls and ceilings of one-hour construction. The catwalk on the second floor is opening to the 1 hr corridor and therefore it shall be constructed as 1 hr corridor. 20. See the following corrections for plumbing, mechanical and energy.· The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact AD for Sergio Azuela at Esgil Corporation. Thank you. PLUMBING, MECHANICAL AND ENERGY CORRECTIONS PLAN REVIEWER: Eric Jensen The following corrections may be submitted at a later date if the City of Carlsbad agrees to a "Fit up" permit. This project has been divided into different phases, the final phase being the installation of processing equipment {called Fit-up by the permit applicant). 24. Provide data on proposed hazardous material to be stored and used. USC, Section 307 and UFC. (May be deferred to "Fit-up" permit if necessary) a) Clearly show types of hazardous material is being stored or used. Provide a list of the proposed hazardous materials as per the types in UBC, Tables 3-D, and 3-E. Provide the material $afety data sheets (MSDS). b) Clearly show the amounts of each type of hazardous material to be stored and in use. c) Clearly show where in the buildings. each type of hazardous material is being stored or used. Carlsbad 98-3375 II November 24, 1998 PLUMSING (1994 UNIFORM PLUMBING CODE) 25. Detail any special DWV requirements: Drainage material to be used at the darkroom, ink room, and silk screen; (May be deferred to "Fit-up" permit if necessary) 27. If the hazardous materials list requested above contains materials that could adversely affect the sewer, detail how the waste will be treated and/or disposed of and obtain approval from the water agency having jurisdiction. UPC 307.'1 (May be deferred to "Fit-up" permit if necessary). MECHANICAL (1994 UNIFORM MECHANICAL CODE) 28. Show the size, location and type of all heating and cooling appliances or systems. (May be deferred to "Fit-up" permit if necessary) 29. In Groups B,. F, M, and S Occupancies, or portions thereof, where Class I, II, or 1 Ill-A liquids are used (in any amount), mechanical exhaust shall be provided sufficient to produce six air changes per hour. Such mechanical exhaust shall be taken from a point at or near the floor. UBC, Section 1202.2.2. (May be deferred to "Fit-up" permit if necessary) 33. Detail exhaust ventilation system compliance with UMC Chapters 5 & 6. (May be deferred to "Fit-up" permit if necessary) a) Detail the required make-up air as per UMC, Section 505.6. b) Detail the exhaust outlet clearances as per UMC, Section 609.10. c) Clearly show the type of material to be exhausted by each exhaust system. d) Clearly show the duct materials are suitable for the intended use. UMC, Section 609.1 e) Clearly show the exhaust duct material and gage used for each duct size. See UMC, Table 5-B. f) Detail ducts conveying explosives or flammable vapors, fumes or dusts shall extend directly to the exterior of the building without entering other spaces. UMC, Section 505.1. g) Detail required explosion venting of dust collection systems as per UMC, Section 609.5. h) Detail duct support as per UMC, Section 609.6. i) Detail fire protection as per UMC, Section 609.7. j) Detail clearances from combustibles as per UMC, Section 609.8. k) Detail protection from physical damage as per UMC, Section 609.9. EsGil Corporation 'l.n Partnersliip witli (jovemment for '13uifaing Safety DATE: Octob~r 20, 1998 JURISDICTION: Carlsbad PLAN CHECK NO.: f 98'-3 37.S PROJECT ADDRESS: 2885 Loker Avenue East SET:I PROJECT NAME: RANDALL INTERNATIONAL TI· ~-:SANT CJ PLAN REVIEWER CJ FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ~ The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. !ZI The applicant's copy of the check list has been sent to: Richard Yen & Associates, Attn. Jeff Erickson 1024 Rosencrans St., San Diego, CA 92106 ~ Esgil Corporation staff did not advise the applicant that the plan check has been completed. D Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone#: Date contacted: 10/7.-0. (byd ) Fax #: Mail V Telephone D REMARKS: Fax In Person By: Sergio Azuela Esgil Corporation D GA t8:I MB t8:I EJ D PC Enclosures: 10/6 trnsmtl.dot 9320 C}J.esapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 Carlsbad I October 20, 1998 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: I OCCUPANCY: F-1, S-1 & B TYPE OF CONSTRUCTION: VN ALLOWABLE FLOOR AREA: Unlimited SPRINKLERS?: YES REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 10/2/98 DATE INITIAL PLAN REVIEW COMPLETED: October 20, 1998 FOREWORD {PLEASE READ): JURISDICTION: Carlsbad USE: Ind./Warehouse/Office ACTUAL AREA: 88,329 SF STORIES: 2 HEIGHT: OCCUPANT LOAD: 566 DATE PLANS RECEIVED BY ESGIL CORPORATION: 10/6 PLAN REVIEWER: Sergio Azuela This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances. enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 1994 UBC. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1994 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. - To· speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed,· i.e .• plan sheet number. specification section. etc. Be sure to enclose the marked up list when you submit the revised plans; LIST NO. 40, TENANT IMPROVEMENTS WITHOUT SPECIFIC ENERGY DATA OR POLICY SUPPLEMENTS (1994UBC) tiforw.dot Carlsbad I October 20, 1998 1. Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver a.II corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 2075 Las Palmas Drive, Carlsbad, CA 92009, (619) 438-1161. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (619) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building D·epartment for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until· review by EsGil Corporation is complete. 2. Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and 1994 UBC, UMC and UPC and 1993 NEC. 3. UBC Section 107.2 requires the Building Official to determine the total value of all construction work proposed under this permit. The value shall include all finish work, painting, roofing, electrical, plumbing, heating, air conditioning, elevator, fire extinguishing systems and any other permanent equipment. Please provide a signed copy of the designer's or contractor's construction cost estimate of all work proposed. 4. Provide a note on the plans indicating if any hazardous materials will be stored and/or used within the building which exceed the quantities listed in UBC Tables 3-D and 3-E. 5. A complete description of the activities and processes that will occur in this tenant space should be provided. A listing of all hazardous materials should be included. The materials listing should be stated in a form that would make classification in Tables 3-D and 3-E possible. The building official may require a technical report to identify and develop methods of protection from hazardous materials. Section 307.1.6. 6. Glazing in the following locations should be of safety glazing material in accordance with Section 2406.4 (see exceptions): a) Fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. Clearly show it on plans for the existing exterior panels adjacent to the new doors; 109 at the Coffee/Lunch room 104 and 228 at Toilet room 232. Carlsbad I October 20, 1998 b) Walls enclosing stairway landings or within 5 feet of the bottom and top of stairways where the bottom edge of the glass is less than 60 inches above a walking surface. Clearly show it on pla_ns for window A adjacent to the first floor stairway landing at Lobby 115. 7. In buildings having floors and roofs of wood frame construction, other than dwelling or hotel occupancies, draft stop the area between the ceiling and floor above so that no concealed space exceeds 1,000 s.f. and no horizontal dimension exceeds 60 L.F. (if spaee has sprinklers, then 3,000 s.f. and 100 L.F.). Section 708. 8. In buildings having floors and roofs of wood frame construction, other than dwelling or hotel occupancies, draft stop the area between the ceiling and roof above so that no concealed space exceeds 3,000 s.f. and no horizontal dimension exceeds 60 L.F. (if space has sprinklers, then 9,000 s.f. and 100 L.F.). Section 708. 9. The tenant spac~ 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. 10. 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. Please revise the plans to show at doors 125 and 127 (which way they swing, plans show them swinging out on sheet A-6, also the plans are showing them swinging in on sheet A-3). If the doors are swinging out, please clearly show compliance with correction 12 below. 11. Doors should not project more than 7 inches into the required corridor width when fully opened, nor more than one-half of the required corridor width when in any position. Section 1005.4. 12. 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 1005.1.' Rooms: 204, 213, 216, 217, 220 and 222 on the second floor; also room 109 on the first floor. 13. When two exits are required, dead end corridors and exit balconies are limited to 20 feet. Section 1005.5. Room 222. 14. Corridors serving 30 or more occupants shall have walls and ceilings of one-hour construction. The catwalk on the second floor is opening to the 1 hr corridor and therefore it shall be constructed as 1 hr corridor. Carlsbad I October 20, 1998 15. Total area of all openings, except doors, in any portion of an interior corridor, shall not exceed 25 percent of the area of the-corridor wall of the room which it is separating from the corridor. Such openings shall be protected by fixed glazing listed and labeled for a fire-protection rating of at least 3/4-hour. Section 713.9. Windows: A, B, C and D. 16. Provide a note on the plans stating: "Penetrations of fire-resistive walls, floor-- ceilings and roof-ceilings shall be protected as required in USC Sections 709 and 710." • MISCELLANEOUS 17. Provide complete construction drawings, details, specifications and calculations for the Lobby stairway. Additional corrections may follow. 18. Provide structural details, specifications and calculations for all mechanical equipment supports, bracing, etc. Additional corrections may follow. 19. Guardrails (Section 509.1 ): a) Shall be detailed showing adequacy of connections to resist the horizontal force prescribed in Table 16-8. Clearly show on plans the spacing for . the 2" 0. Also clearly sh(?W the glass railing supp9rts (on the four edges of the panel and their connections to the stair framing, as well as their adequacy to support the required loads). b) Openings between railings shall be less than 4". Please clearly show on plans that the stainless steel cable railing shall be provided with tension adequate to prevent cable deformation, which increased the clear spacing between cables above the allowable limits of 4" maximum. 20. See attached lists for: electrical, mechanical, plumbing and energy corrections. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from thi~ list. If there are other changes, please briefly describe them and where they are located in the plans. Carlsbad I October 20, 1998 Have changes been made to the plans not resulting from this correction list? Please indicate: Yes D No D The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone numberof619/560-1468, to perform the plan review for your project. If you have any questions regarding these ,plan review items, please contact Sergio Azuela at Esgil Corporation. Thank you. + ELECTRICAL PLAN REVIEW + 1993 NEC + PLAN REVIEWER: MORTEZA BEHESHTI 21. On single line diagram: a) Provide conduit fill calculation for feeder item 1. b) Please describe what the UFER ground will be. ( footage, conductor material and size, depth in footing) 22. Detail the installation of neon: the electrode termination, the secondary conductor physical protection, and the following transformer details: location, disconnect, and overcurrent protection. 23. In all occupancies where the exit system serves 100 or more occupants, provide proof that a minimum of 1 foot-candle of emergency illumination at the floor level has been designed. UBC 1012.2 & NEC 700-16. Note: If you have any questions regarding this electrical plan review list please contact the plan reviewer listed above at (619) 560-1468. To speed the review process, note on this list ( or a copy) where the corrected items have been addressed on the plans. PLUMBING, MECHANICAL AND ENERGY CORRECTIONS PLAN REVIEWER: Eric Jensen 24. Provide data on proposed hazardous material to be stored and used. UBC, Section 307 and UFC. a) Clearly show types of hazardous material is being stored or used. Provide a list of the proposed hazardous materials as per the types in UBC, Tables 3-D, and 3-E. Provide the material safety data sheets (MSDS). b) Clearly show the amounts of each type of hazardous material to be stored and in use. c) Clearly show where in the buildings each type of hazardous material is being stored or used. Carlsbad I October 20, 1998 PLUMBING (1994 UNIFORM PLUMBING CODE) 25. Provide gas line plans and calculations, showing pipe lengths and gas demands. UPC Section 1217.0 (If applicable) 26. Detail any special DWV requirements·: Drainage material to be used at the darkroom, ink room, and silk screen. 27. If the hazardous materials list requested above contains materials that could adversely affect the sewer, detail how the waste will be treated and/or disposed of and obtain approval from the water agency having jurisdiction. UPC 307.1 MECHANICAL (1994 UNIFORM MECHANICAL CODE) 28. Show the size, location and type of all heating and cooling appliances or systems. 29. In Groups B, F, M, and S Occupancies, or portions thereof, where Class I, II, or Ill-A liquids are used (in any amount), mechanical exhaust shall be provided sufficient to produce six air changes per hour. Such mechanical exhaust shall be taken from a point at or near the floor. UBC, Section 1202.2.2. 30. "Equipment, machinery or appliances which generate finely divided combustible waste or which use finely divided combustible material shall be equipped with an approved method of collection and removal." UBC, Section 306.8 31. · The fire rated corridors are not to be used to convey air to or from rooms. UMC Section 601.1.1 (Return air at the Lobby) 32. Provide smoke detection in supply air duct of 'air-moving system' for required shut-off for smoke control as per UMC, Section 608 and also see Section 203. "Air-moving system is a system designed to provide heating, cooling, or ventilation in which one or more air-handling units are used to supply air to a common space or to draw air from a common plenum or space." Please provide the required smoke detection in supply air duct of 'air-moving system' for required shut-off for smoke control as per UMC, Section 608 and also see Section 203. This is required for almost all HVAC units. 33. Detail exhaust ventilation system compliance with UMC Chapters 5 & 6. a) Detail the required make-up air as per UMC, Section 505.6. b) Detail the exhaust outlet clearances as per UMC, Section 609.10. c) Clearly show the type of material to be exhausted by each exhaust system. Carlsbad I October 20, 1998 d) Clearly show the duct materials are suitable for the intended use. UMC, Section 609.1 e) . Clearly show the exhaust duct material and gage used for each duct size. See UMC, Table 5-8. f) Detail ducts conveying explosives or flammable vapors, fumes or dusts shall extend directly to the exterior of the building without entering other spaces. UMC, Section 505.1. g) Detail required explosion venting of dust collection systems as per UMC, Section 609.5. h) Detail duct support as per UMC, Section 609.6. i) Detail fire protection as per UMC, Section 609.7. j) Detail clearances from combustibles as per UMC, Section 609.8. k) Detail protection from physical damage as per UMC, Section 609.9. ENERGY CONSERVATION 34. Provide complete energy designs for the proposed changes in envelope, lighting, and mechanical systems. Provide the completed ENV-1, ENV-2, ENV-3, LTG-1, L TG-2, MECH-1, MECH-2, MECH-3, and MECH-4 forms showing energy compliance. The "Building Conditioned Floor Area" as shown on the respective energy forms is not the 88,329 square feet of the floor area. -Please revise calculations. 35. On the plans clearly show the wall and roof insulation locations, thickness, and R-values, as per the energy design. At all areas separating conditioned from unconditioned space. 36. Provide automatic shut-off controls for lighting as per Title 24, Part 6, Section 131(d) .. 37. Detail required exterior lighting controls. "Exterior lighting controlled from a lighting panel within the building shall be controlled by a directional photocell or astronomical time switch that automatically turns off exterior lighting when daylight is available." Note: If you have any questions regarding this Plumbing, Mechanical, and Energy plan review list please contact Eric Jensen at (619) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. Carlsbad I October 20, 1998 DEPARTMENT OF STATE ARCHITECT NON RESIDENTIAL TITLE 24 DISABLED ACCESS REQUIREMENTS The following disabled access items are taken from the 1995 edition of California Building Code, Title 24. Per Section 101.17.11, all publicly and privately funded public accommodations and commercial facilities shall be accessible to persons with disabilities as follows: (1) Any building, structure, facility, complex, or improved area, or portions thereof, which are used by the general public. (2) Any sanitary facilities which are made available for the public, clients, or employees in such accommodations or facilities. (3) Any curb or sidewalk intended for public use that is constructed with private funds. (4) All existing accommodations when alterations, structural repairs or additions are made to such accommodations. NOTE: All Figures and Tables referenced in this checklist are printed in the California Building Code, Title 24. • REMODELS, ADDITIONS AND REPAIRS 1. When alterations, structural repairs or modifications or additions are made to an existing building, that building, or portion of the building affected is required to comply with all of the requirements for new, buildings, per Section 11348.2. These requirements apply only to the area of specific alteration, repair or addition and shall include: a) A primary entrance to the building and the primary path of travel to the area in question, and include the following items which serve the area in question: i) Sanitary facilities. ii) Drinking fountains. iii) Public telephones. • STAIRWAYS AND HANDRAILS • Clearly show it on plans for Lobby stairway. 2. Provide sections, details or notes to show that handrails are to be located ~34" but 38" above nosing of treads, per Section 1006.9.2.1 a. 3. Show that handrails extend a ~1.2" beyond top nosing, and ~12"-plus-tread-width beyond the bottom nosing, per Section 1006.9.2.2a. Carlsbad I October 20, 1998 4. Note that all tread surfaces comply with Section 1006.16.2.1, as follows: a) Be slip resistant. b) Have smooth, rounded or chamfered exposed edges. c) Have no abrupt edges at the nosing. d) Nosing shall not project ~1 ½" past the face of the riser above. e) Open risers are not permitted. • ELEVATOR PROVISIONS 5. Note that elevators shall be automatic and be self leveling to automatically bring the car to the floor landing with tolerances of±½" under normal loading and unloading conditions. The clearance between the car platform sill and the edge of the hoistway landing is to be 1 ¼", per Section 3003.4.2. 6. Note that the clear width for elevator doors is to be ~36", per Section 3003.4.4. 7. Note that elevator doors are provided with a reopening device, which functions to stop and reopen a car door and adjacent hoistway door in case the door is obstructed while closing, per Section 3003.4.5. 8. Revise plans to show that the inside of the elevator car complies with the following, per Section 3003.4.7. The clear distances between walls, or between the walls and the door, excluding return panels, is: a) ~80" by 54" (at center opening doors). b) ~68" by 54" (at side-slide opening doors). c) The distance from walls to return panel is ~51". 9. Show that a handrail is provided on one wall of the car, preferably the rear, per Section 3003.4.12. The rails shall be smooth and the inside surface ~1½".clear of the walls at a height of 32"±1" from the floor. 10. Show, or note, that call operation buttons are to be 3'6" above the floor, per Section 3003.4.14. • GENERAL ACCESSIBILITY REQUIREMENTS • SIGNAGE 11. Where permanent identification is provided for rooms and spaces, raised letters shall also be provided and shall be accompanied by Braille. Section 11178.5. 12. Provide a note on the plans stating that the signage requirements of Section 11178.5 will be satisfied. Carlsbad I October 20, 1998 • COUNTERS • Please clearly show it at the Reception Counter. 13. Where fixed or built-in counters are provided for the public, and in general employee areas, 5% (but never less than one) must be accessible. Section 1122B.1. 14. The tops of counters shall be 28" to 34" from the floor. Where a single counter contains more than one transaction station, such as a bank counter with multiple teller window or a retail sales counter with multiple cash register stations, at least 5% (but never less than one of each type of station) shall be located at a section of counter that is at least 36" long and no more than 28" to 34" high. Section 1122B.4. END OF DOCUMENT Carlsbad I October 20, 1998 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: I PREPARED BY: Sergio Azuela DATE: October 20, 1998 BUILDING ADDRESS: 2885 Loker Avenue East RANDAL INTERNATIONA TI BUILDING OCCUPANCY: F-1, S-1 & B TYPE OF CONSTRUCTION: VN I BUILDING PORTION I BUILDING AREA VALUATION VALUE (ft.2) MULTIPLIER ($) Office Tl 1,200,000.00 (City valuation) Air Conditioning Fire Sprinklers TOTAL VALUE 1,200,000.00 D 199 UBC Building Permit Fee fg] Bldg. Permit Fee by ordinance: $ 3,893.58 D 199 UBC Plan Check Fee fg] Plan Check Fee by ordinance: $ 2,530.82 Type of Review: fg] Complete Review D Structural Only D Hourly D Repetitive Fee Applicable D Other: Esgil Plan Review Fee: $ 2,024.66 Comments: Sheet 1 of 1 macvalue.doc 5196 11/12/1998 11:45 5192779750 MCPARLANE << McPARLAN E (/<ASSOCIATES CONSULTING MECHANICAL ENGINW<S PAGE 01 Randall International T.I. November 12, 1998 Plan Check Correction Responses Our Job No.: 1833 PLUMBING 24. Hazardous Material report generated by Consolidated Fire Protection, Inc., (CFI) has been included for your review. 25. Not applicable. Gas-fired equipment will be installed with the gas piping during a later construction phase, called mechanical fit-up. 26. Drainage requirements in these areas will be addressed during in the mechanical fit-up phase. Industrial waste design is not part of this phase. 27. Details of treatment and on-site clarifier will be addressed during the next construction phase. Industrial waste design is not part of this phase. MECHANICAL 28. See Sheet M-1 to M-7. 29. Please review the Hazardous Material report by CFI, which indicates that only small amounts of Class I, II, and IIIA liquids will be used in this facility. The tenant has agreed to provide small rooms within the compounding area and silk screening area that will be dedicated for mixing and storing of these liquids. The mechanical fit-up drawings will illustrate code compliance per UBC, Section 1202.2.2. We respectfully request a deferred approval of these tenant improvement documents based on mechanical fit-up submittal within the-next 30 days. · 30. No equipment which generates finely divided combustible waste or uses finely divided combustible material is used in this facility. 31. Smoke/Fire dampers are added to the sidewall supply/return register. See Sheet M-3. 32. Smoke detectors are added to air moving system with supply air in excess of 2,000 cfm. 33. NIA. See response to No. 30 . ENERGY CONSERVATION 34. 35. Comply. See Sheet M-8. See architectural drawings. ........... ........... . .. ...... ..... ----.. ·-·-·····------.. ·--·--.. ---·. Post-it"' Fax Note 7671 Fax# PRINCIPALS: PAUL F. McPARLANE, P.E, at1d JOHN H. McGEE 9680 Granite Ridge Drive, Suite 245 Sen Diego, California 92123 Ph (619) 277-9721 •FAX 1619) 277-9760 C11ner1;1f E-Mail: eh1llil@nicparfane.com tl~~fr ;~·~ Gu,~~f'Li ~S>"f: ! l M .c:-~J42--i4f4 ~ Jn ' ' > .. ?4 ,~> ·;-0¾, p,~/ ' I· At l, f"I r,:fL tlHt?:e:e.. (...IN·\T~ tr~ vJ !A' H(:;4Z.~ ~ VL? vE-(Lis a 4-s .. 0 t:: ,4.\,< ' 11-24-1998 11 :30AM FROM ~ P.3 ~~ [; '" -- . . City of Carlsbad M#ih·hh44Ri,t~i•l4·k14i,,t4hi DATE: H lci(?B BUILDING .dDDRESS: BUILDING PLANCHECK CHECKLIST PLANCHECK NO.: CB'183375 l.Ak.~~ PROJECT DESCRIPTION: __ ~....i.....::::_:c~------------------ ASSESSOR'S PARCEL NUMBER: oUf:\ -~ 3 -l f EST. VALUE: ENGINEERING DEPARTMENT APPROVAL DENIAL The item you have submitted for review has been approved. The approval is based on plans, information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build. [A Right-of-Way permit is required prior to construction of the fo!lowing improvements: Please see ~1!!e attached report of deficiencies marked with~ Make necessary corrections to plans or specifications for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. FOR OFFICIAL USE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT: .. Date: ENGINEERING DEPT. CONTACT PERSON D Dedication Application Name: JOANNE JUCHNIEWICZ D Dedication Checklist City of Carlsbad D Improvement Application Address: 2075 Las Palmas Dr., Carlsbad, CA 92009 D Improvement Checklist Phone: (619) 438-1161, ext. 4510 D Future Improvement Agreement CFD INFORMATION D Grading Permit Application Parcel Map No: D Grading Submittal Checklist Lots: D Right-of-Way Permit Application Recordation: D Right-of-Way Permit Submittal Checklist and Information Sheet Carlsbad Tract: D Sewer Fee Information Sheet A-4 H·1w0Ro1~19f6-s~sigplletm~se~'t1.Fem@arlsbad, CA 92009-1j576 • (760) 438-1161 • FAX (760) 418-1~69 0 BUILDING PLANCHECK CHECKLIST SITE PLAN 1. Provide a fully dimensioned site plan drawn to scale. Show: A. North Arrow D. Property Lines B. Existing & Proposed Structures E. Easements C. Existing Street Improvements F. Right-of-Way Width & Adjacent Streets G. Driveway widths 2. Show on site plan: A. Drainage Patterns 1. Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. 2. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building." B. Existing & Proposed Slopes and Topography XX / 3. Include on title sheet: A. Site address 0 0 0 0 0 0 B. Assessor's Parcel Number C. Legal Description ,df For commercial/industrial buildings and tenant improvement projects, include: total building square footage with the square fEotage for e9.fb different ld§.e_, Y<lrf~ existing sewer permits showing square footage of differenTuses (manufacturing,/ warehouse, office, etc.) previously approved. ~~ ~\fOJ.5 ~ c.-\. '-slA.,LL,~CIJ!.i, EXISTING PERMIT NUMBER DESCRIPTION DISCRETIONARY APPROVAL COMPLIANCE 4a. Project does not comply with the following Engineering Conditions of approval for Project No. _______________________ _ 4b. All conditions are in compliance. Date: __________ _ H:\WORD\DOCS\CHKLSnBuIldmg Plancheck Cklst BP0001 Form JJ.doc 2 Rev. 12126/96 a a a a BUILDING PLANCHECK CHECKLIST DEDICATION REQUIREMENTS 5. Dedication for all street Rights-of-Way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ ______ , pursuant to Carlsbad Municipal Code Section 18.40.030. Dedication required as follows: ----------------- Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 ½" x 11" plat map and submit with a title report. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. Attached please find an application form and submittal checklist for the dedication process. Submit the completed application form with the required checklist items and fees to the Engineering Department in person. Applications will not be accept by mail or fax. Dedication completed by:____________ Date: ____ _ IMPROVEMENT REQUIREMENTS 6a. All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $ _______ , pursuant to Carlsbad Municipal Code Section 18.40.040. Public improvements required as follows: _____________ _ Attached please find an application form and submittal checklist for the public improvement requirements. A registered Civil Engineer must prepare the appropriate improvement plans and submit them together with the requirements on the attached checklist to the Engineering Department through a separate plan check process. The completed application form and the requirements on the checklist must be submitted in person. Applications by mail or fax are not accepted. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of building permit. Improvement Plans signed by: _________ _ Date: ----- 6b. Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $ _______ 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: H:IWORD\DOCSICHKLSnBu1lding Plancheck Cklst BP0001 Fonn JJ.doc 3 Rev. 12/26/96 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 BUILDING PLANCHECK CHECKLIST 6c. Enclosed please find your Future Improvement Agreement. Please return agreement signed and notarized to the Engineering Department. Future Improvement Agreement completed by: Date: 6d. No Public Improvements required. SPECIAL NOTE: Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy. GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11.06.030 of the Municipal Code. 7a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut, fill import, export). 7b. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted together with the completed application form attached. NOTE: The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit. Grading Inspector sign off by: Date: ---------- 7c. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) 7d.No Grading Permit required. 7e.lf grading is not required, write "No Grading" on plot plan. MISCELLANEOUS PERMITS 8. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tieing into public storm drain, sewer and water utilities. Right-of-Way permit required for: H:IWORDIDOCSICHKLSnBuilding Plancheck Cklst BP0001 Fann JJ.doc BUILDING PLANCHECK CHECKLIST 4 Rev. 12/26/96 .; 0 fee is noted in the fees section on the following page. ~ . INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad / " sewer service area, you need to contact the Carlsbad Municipal Water District, located at 5950 El Camino Real, Carlsbad, CA 92008. District personnel can provide forms and assistance, and will check to see if your business enterprise is on the EWA Exempt List. You may telephone (760) 438-2722, extension 153, for assistance. 0 0 Industrial Waste permit accepted by: Date: 0 11. NPDES PERMIT Complies with the City's requirements of the National Pollutant Discharge Elimination System (NPDES) permit. The applicant shall provide best management practices to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas. Plans for such improvements shall be approved by the City Engineer prior to issuance of grading or building permit, whichever / occurs first. 12. ~uired fees are attached 0 No fees required 0 Additional Comments: H:IWORD\DOCSICHKLS1'8Ullding Plancheck Cklst BP0001 Fann JJ.doc 5 Rev. 12/26196 ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET D .,.---Estimate based on unconfirmed information from applicant. ~ Calculation based on building plancheck plan submittal. Address: ;)885 l .o'f&c ~YvUe ~ Bldg. Permit No. 9C, 3 3 75 Prepared by: :S:S: Date: 1 /b[ J /56 Checked by: ____ Date: ____ _ EDU CALCULATIONS: ,Ust types and square footages for all~es. ~ ~(:_ 4 .s12 .Q•~ ~ Oi-lcs) Types of Use: _______ Sq. Ft./Units: _____ _ Types of Use: -------Sq. Ft./Units: _____ _ AD,T CALCULfc-TIONS: List types and squarejootages for ~I uses. Ls.e,-e_ ~c.. ~ ~~ u;...L~J Types of Use: _______ Sq. Ft./Units: _____ _ Types of Use: -------Sq. Ft./Units: _____ _ FEES REQUIRED: EDU's: Cz,.1/f EDU's: ----- ADT's: 6'7/3 -~....c...=~-- ADT's: ------ WITHIN c;;FD: ~o bridge & thoroughfare fee in rnstrict #1 ,· reduced Traffic Impact Fee) ONO ~1. PARK-IN-LIEU FEE / FEE/UNIT: g/z. TRAFFIC 1£\/!PACT FEE PARK AREA & #: ___ _ X NO. UNITS: __ _ ADT's/UNITS: ~qfj X FEE/ADT: c{l:)_ ~ 3. BRIDGE AND T~OROUGHFARE FEE (DIST. #1 DIST. #2 ADT's/UNITS: X FEE/ADT: ___ _ , 4. FACILITIES MANAGEMENT FEE ZONE: ___ _ = $ ___ rt!;.___ I =$ £§37S6 DIST. #3 __ ) =$ ~ / UNIT/SQ.FT.: X FEE/SQ.FT ./UNIT: ___ _ =$_(/ __ ( ~ 5. SEWER FEE PERMIT Nose2t,BcOS9 EDU's: 9. V':L x FEE/Eou:!(35tj BENEFIT AREA: c;:Q43DRAINAGE BASIN: __ _ =$ 17,5od ) EDU's: CJ. 'f Y X FEE/EDU: '[3 ~ 6. SEWER LATERAL ($2,500) == $ f?s7R =$ ¢ ~ 7. DRAINAGE FEES PLDA____ HIGH ___ /LOW __ _ I ff' ACRES:______ X FEE/AC: ___ _ =$ TOTAL OF ABOVE FEES*:$ /)._ 1, ( '3 (o I *NOTE: This calculation sheet is NOT a complete list of all fees which may be due. Dedications and Improvements may also be required with Building Permits. P:\DOCS\MISFORMS\FEE CALCULATION WORKSHEET REV 7/13/98 -" . . ' C < / . ----,. ~/rolJO · ( t2 b SS o) := J 3 3 ' \ ~ .. I ~ • '.i-' · .. -~ ... f J ~ ~ ~ ~~ -~1 J~ 2 "' Cl >, >, >, .c .c .c ~ N "' 'II, 'II, -"' -"' -"' 0 0 0 Q) Q) Q) ..c: ..c: ..c: u (.) (.) C: C: C: "' "' "' 0::: a: a: ~DD PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Ch:: N~o. ~37.0 Plannerlt""-""--1---~---r1------ Address d.-8 f? ~ ~Ut_) , Phone (619) 438-1161, extension~ 77 APN: 20 -f:;3 './ Type of Project and Use: ;;z;;;;_ Project Density: __ __,....,,....""------ Zoning: .-· ~General Plan: (?-C.. Facilities Management one: _:S CFD lin/n11tl # /v, ate of participation: ?1/ Pr Remaining net dev acres: CJ Circle One ~ (For non-reside,qtial ~evelopment: Type of land used created by this permit: ~ -TL ) Legend: ~ Item Complete @J Item Incomplete -Needs your action Environmental Review Required: YES ~O TYPE DATE OF COMPLETION: ______ _ Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Discretionary Action Required: YES /'No TYPE APPROVAL/RESO. NO. _____ DATE ___ _ PROJECT NO. __ ,t_J __ P ___ _ OTHER RELATED CASES: __________________ _ Compliance ·with conditions or approval? If not, state conditions which require action. Conditions of Approval: ------------------------ Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES NO~ CA Coastal Corr,mission Authority? YES NO If California Coastal Commission Authority: Contact them at -3111 Camino Del Rio North, Suite 200, San Diego CA 92108-1725; (619) 521-8036 Determine status (Coastal Permit Required or Exempt): Coastal Permit Determination Form already completed? YES NO If NO, complete Coastal Permit Determination Form now. Coastal Permit Determination Log #: Follow-Up Actions: 1) Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans). 2) Complete Coastal Permit Determination Log as needed. ,;jo D v{o D ifoo lnclusionary Housing Fee required: YES NO.~ (Effective date of lnclusionary Housing Ordinance -May 21, 1993.) Data Entry Completed? YES __ NO __ (Enter CB #; UACT; NEXT12; Construct housing Y /N; Enter Fee Amount (See fee schedule for amount); Return) Site Plan: 1 . Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensional setbacks and existing topographical lines. 2. Provide legal description of property and assessor's parcel number. Zoning: 1 . Setbacks: Front: Required -------Shown -------Interior Side: Required -------Shown ------- Street Side: Required -------Shown -------Rear: Required -------Shown do D 2. Accessory structure setbacks: Front: Required -------Shown -------Interior Side: Required -------Shown -------Street Side: Required -------Shown -------Rear: Required -------Shown -------Structure separation: Required -------Shown lZJo D 3. Lot Coverage: Required -------Shown ------- ~DD 4. Height: Required -------Shown ------- JZJDD 5. Parking: Spaces Required -------Shown ------- Guest Spaces Required -------~ Shown ---,i'-+-~~--fr,,,i,<'-'-A~'...,-:,;l__,4 .ATE~'( 1:7~ 1b14 i!>r 1fl~ t-tifiiY·. :MESRI ENGINEERING IJTRUCTURAL CONSULTING 9285 Dowdy Dr. #204 ,3an Diego, CA 92126 ft~ ~ ~i::7 1¥rF2~S C lr1~,A1Tot-1AL I~ A I fb,A rv1~~L P.At-l vJ / rt \:;f Cot-JC,,. w1 vl et-w-~ o £1r.i.11t~ ,2, 1,Ai--v::;ir0s -iH/.$ S'<"~ ~rv !;J~Gff ~ 11e0!ii\ 2.<q ~c~. Al~ f~rJ\fZ. r½~S 1HIS EbYs:'W,,M (-¼&_1,1\~ $v\~rt,,($-Q4 11 ~,e,. Pt-,, ... '2~ +)4-is:; J;;,2:, ~f-} --~-rt--=== \~7 fSf-, I I f'l\\tC::....-~~--~0 ~f J\Nblfh Suy~cef\~ f~~ ~--~ l F;;.,Arl ·. ~AH s-5-~1 V .--~th,. 7·¾ .._ l~S 1' 11 c ·z<P~ "' ·~ ·% ~ II~ J::) s~ 6 s: -\ D-·tz--1 -C-123 Lt! .,4., 1/tt a e4 ,. 0/c 1fr7· ~~ •/ -~ .-.>~ . , .. " MN--gf-t\ >-\ ~ I~ ' v-> .. -,~? i>< 4 ~l3¾,_ -r 30 ~-?>t:>) ~ '2-) M sa· ~It><½ ~ 74,1 ~ W • ~ -z,ioo p,:,:, v,uzY S~D\,\· tJ -I:,;« % + ?0 -;;:-tfb'1 1t;f V ~ 4~.t-11f ~ ~ t13t 4f M ,;.: 4'26 ., 1o/5 c;:; 1;;12.i :t 1 S -z----"-' t,. e. ,,., ; <! ;,o,e., . 4' ~ .SI CX'.90((.. a,L I 4-t9t. ~ l1/ .-_:;-q 12.. I\ ,$-y / \ 82:> -ll-<14 fv1lt4 St'tfL. fq;Q,....c~ieo e)( A'U!,,H 111a: 2 ~\ (/I .... I~!:>_. % + 4° ,.. 4-J'1 '*f Pi s:. I~)~~~½ _ (/11 ~ r_ l z.. \ ::;) P2 -1 \97 + l~~~ ~r,z__,< 1\ yfl...,.. 3Ctq 1 -4f: Mc 24-°' ~ ~~ 2 ~ \4.q tn:; <"< 30~ V Z-0 ~::. . ivll i/ - 9o0Z I Rov: 510001 Description RANDALL T.I. General Information Center Span Left Cantilever Right Cantilever l Uniform Loads 14.00 ft ft ft Title: Dsgnr: Description : Scope: Single Span Beam Analysis Moment of Inertia Elastic Modulus Beam End Fixity 183.000 in4 29,000 ksi Pin-Pin Job# Date: Page 1 I I On Center Span ... On Left Cantilever ... On Right Cantilever ... # 1 0.439 k/ft # 1 k/ft I Point Loads Magnitude Location I Query Values Center Location Moment Shear Deflection Summary Moments ... Max + @ Center Max -@ Center @ Left Cant @ Right Cant Maximum = 1.200 k 2.000 ft 3.700 k 7.000 ft k ft 0.000 ft 0.00 k-ft 5.95 k 0.00000 in Left Cant 0.000 ft I 24.88 k-ft at 0.00 k-ft at 0.00 k-ft 0.00 k-ft 24.88 k-ft Shears ... 6.99 ft @ Left 0.00 ft @ Right Maximum Deflections ... @ Center @ Left Cant. @ Right Cant 0.00 k-ft 0.00 k 0.00000 in 5.95 k 5.09 k 5.95 k -0.150 in at 0.000 in at 0.000 in at k ft #1 Right Cant Reactions ... @Left @Right 6.96 ft 0.00ft 0.00ft k/ft t k ft t 0.000 ft 0.00 k-ft 0.00 k 0.00000 in 5.95 k 5.09 k V 1-132>..<.. l½. 4-?O ..;:-'1~'2..-~~ M ~ 1~Z.c,<.. t>½ .. ~o 1'2--~1 s... (j:?~ -s-.::;>,(...I 1~? (\ q' 'Z ~ .2...oo~o V $ B~~ :5·½cr< i-'% --= 42.oe, ~ (-/04) 01... ') r\ ~ }1 ( ~~o1 s,0., z¼ } = 11::> +- ~v-l -~ GA.t>&f'o~.s t-1\ .s. -n~..1-5 's; ~ic..s ~' s .s; 2., gc.. S' ~ • I I 'L~ I ~ ;, ,S MA u ~ ~ ~C,.wo cx.\ • ~;, M ~ 2>t(...~ ~ .. t V ~ /04!;, + 'l,/21-1-,<ISP · + ?;.1.-~"" '2 .LUO .. 4°tt/};4' (3,. 7!%~ -.13> :!>/4. "" s sf' So 2~ 4tt4-'? ,? ._ l'7tf /-75f / 7 ... ?{~/4 _, --,g ) i~ 4~ 4,L_ }Ii. -------------- 51',C\\y.2. Col,,15, u¥' TO M ,.S~o \-1\.b-\ • p LJ,S t 4 ~-0 SQ ot--Z..4" ~-14. -.t, (,'\ ,:_.1,,,) Title: Job# Dsgnr: Date: Description : Scope: I Rev: 510001 Steel Column Base Plate Description RANDALL T.I. I General Information Loads Axial Load X-X Axis Moment Plate Dimensions Plate Depth Plate Width Plate Thickness Support Pier Size Pier Height Pier Width I Summary I 1.04 k 3.90 k-ft 10.000 in 10.000 in 0.625 in 24.000 in 24.000 in Concrete Bearing Stress Actual Bearing Stress Allow per ACI 10. 15 Allow per AISC J9 Thickness OK 720.0 psi 3,570.0 psi 2,100.0 psi Plate Bending Stress Actual fb Max Allow Plate Fb Tension Bolt Force Actual Tens ion Allowable Bearing Stress OK 1.0 psi 27,000.0 psi Bolt Tension OK 3.709 k 4.400 k Steel Section Section Depth 0.000 in Section Width 0.000 in Flange Thickness 0.000 in Web Thickness 0.000 in Allowable Stresses Concrete f'c 3,000.0 psi Base Plate Fy 36.00 ksi Load Duration Factor 1.000 Anchor Bolt Data Dist. from Plate Edge 1.500 in Bolt Count per Side 2 Tension Capacity 4.400 k Bolt Area 0.310 in2 Baseplate OK Partial Bearing: Bolts in Tension I, 11 \ 1' )0 ~A~""t-ft. l:;,!3 "'--0 "- //") ~ -1?~" t=\ P->.,~ ~A\.,\\-\~~ Page ~, • C\-\feK:.-ffie (};,L,'s AS ~ <r--b~: \. V"(,i>tt.sf eA51L. I;( c.o1112-teoe..( i~c~ l-1~): ft ~ , ? 1 ( 2$11( :,o '½ -t 'I.?-< 'Lo., '1.% o1 %, ) 1/z_ s. IS!?~ -,t' H ~- <,~$--1~.,L\'t,. ·1o v"'atA ("\.. 7 Title: Job# Dsgnr: Date: Description : Scope: I Rev. 510001 Steel Column Base Plate Description RANDALL T.I. I General Information Loads Axial Load X-X Axis Moment Plate Dimensions Plate Depth Plate Width Plate Thickness Support Pier Size Pier Height Pier Width I Summary I 1.30 k 20.25 k-ft 14.000 in 12.000 in 0.750 in 36.000 in 36.000·in Concrete Bearing Stress Thickness OK Actual Bearing Stress Allow per ACI 10.15 Allow per AISC Jg Plate Bending Stress Actual fb Max Allow Plate Fb Tension Bolt Force Actual Tension Allowable 834.3 psi 3,570.0 psi 2,100.0 psi Bearing Stress OK 1.0 psi 27,000.0 psi Bolt Tension OK 10.738 k 20.000 k Steel Section TS8X6X3/8 Section Depth 8.000 in Section Width 6.000 in Flange Thickness 0.375 in Web Thickness 0.375 in Allowable Stresses Concrete f'c 3,000.0 psi Base Plate Fy 36.00 ksi Load Duration Factor 1.000 Anchor Bolt Data Dist. from Plate Edge 1.500 in Bolt Count per Side 2 Tension Capacity 20.000 k Bolt Area 0.790 in2 . Baseplate OK Partial Bearing : Bolts in Tension _gNt. tt-I 1 19<, \4''.t \'i -r~.s <r/4-\11Q'.I A, r.vs . G ,t,, 8..t-t .t }'i Page ;J • Title: Job# Dsgnr: Date: Description : Scope: I Rov: 510001 Steel Column Base Plate Description RANDALL T.I. I General Information Loads Axial Load X-X Axis Moment Plate Dimensions Plate Depth Plate Width Plate Thickness Support Pier Size Pier Height Pier Width I Summary I 0.60 k 5.60 k-ft 12.000 in 12.000 in 0.750 in 36.000 in 36.000 in Concrete Bearing Stress Actual Bearing Stress Allow per ACI 10.15 Allow per AISC Jg Thickness OK 375.6 psi 3,570.0 psi 2,100.0 psi Plate Bending Stress Actual fb Max Allow Plate Fb Tension Bolt Force Actual Tension Allowable Bearing Stress OK 1.0 psi 27,000.0 psi Bolt Tension OK 3.418 k 7.900 k iM ee;w Steel Section TS6X6X1/4 Section Depth 6.000 in Section Width 6.000 in Flange Thickness 0.250 in Web Thickness 0.250 in Allowable Stresses Concrete f'c 3,000.0 psi Base Plate Fy 36.00 ksi Load Duration Factor 1.000 Anchor Bolt Data Dist. from Plate Edge 1.500 in Bolt Count per Side 2 Tension Capacity 7.900 k Bolt Area 0.440 in2 Baseplate OK Partial Bearing : Bolts in Tension B~s~ re ~/4 ·· .,., rf\-'-\ i ·· {/JI ti . '?l I}/ (\f; \, Gf~C,~t.-~ Y4 ... ~---~-...... ··-- ~e V'.L ir-15fiea C\Jx:i ~ w Page J I Title: Job# Dsgnr: Date: Description : Scope: I Rev: 510001 Pole Embedment in Soil Description RANDALL T.I. I General Information Allow Passive 300.00 pcf Max Passive 1,500.00 pcf Load duration factor 1.330 Pole is Round Diameter 36.000 in Restrained@ Surface Summary I Moments @ Surface ... Point load 20,254.00 ft-# Distributed load 0.00 Without Surface Restraint. .. Required Depth 0.000 ft Press @ 1/3 Embed ... Actual 0.00 psf Allowable 0.00 psf Applied Loads ... Point Load distance from base Distributed Load distance to top distance to bottom Total Moment Total Lateral With Surface Restraint... Req'd Depth Pressure @ Base ... Actual Allowable Surface Restraint Force 1,558.00 lbs 13.00Q ft 0.00 #/ft 0.000 ft 0.000 ft 20,254.00 ft-# 1,558.00 lbs 4.158 ft 1,659.24 psf 1,659.24 psf 7,578.51 lbs .s -~-(....' > (V) ~t>1i~(2?;}J/c Pagem~J I lb I Title: Dsgnr: Description : Scope: I Rev: 510001 Pole Embedment in Soil Description RANDALL T.I. J General Information Allow Passive 300.00 pcf Applied Loads ... Max Passive 1,500.00 pcf Point Load Load duration factor Pole is Round Diameter Restrained @ Surface Summary I Moments @ Surface ... Point load Distributed load Without Surface Restraint. .. Required Depth Press @ 1/3 Embed ... Actual Allowable 1.330 24.000 in 5,655.00 ft-# 0,00 0.000 ft 0.00 psf 0.00 psf distance from base Distributed Load distance to top distance to bottom Total Moment Total Lateral With Surface Restraint... Req'd Depth Pressure @ Base ... Actual Allowable Surface Restraint Force Date: 435.00 lbs 13.000 ft 0.00 #/ft 0.000 ft 0.000 ft 5,655.00 ft-# 435.00 lbs 3.111 ft 1,241.40 psf 1,241.40 psf 2,896.30 lbs Job# Page 1 I I . tJt~l~rt cD~ 1Hli Tvvo l,A~L 5-rt,i;l.. C_pL; e, .s,(p.11: rt >.;,1 (.70.,. =>.,_ \ 1/i . ,-:io .. rz..,,½ )/4 s;. 4&1 ...-· .b,s 4<,/~ $ •'\C\ V / :, .. 1f~. o<\6 (g, ~ IZ--) It'-' ~ . .?> fa;fiHb~ M _t,,ep Iv'--H .::· ? o '1 \ .\1"'' ~ 2,f\9 5 pJ(. t -:ii 1- < 2-S-oo "I,'=>:, s=: !/!/0~ -p~i I l Title: Job# Dsgnr: Dlte: Description : Scope: I Rov: 510001 Steel Column Base Plate Description RANDALL T.I. J General Information Loads Axial Load X-X Axis Moment Plate Dimensions Plate Depth Plate Width Plate Thickness Support Pier Size Pier Height Pier Width I Summary I 0.90 k 5.07 k-ft 10.000 in 10.000 in 0.625 in 36.000 in 36.000 in Concrete Bearing Stress Actual Bearing Stress Allow per ACI 10.15 Allow per AISC Jg Thickness OK 613.8 psi 3,570.0 psi 2,100.0 psi Plate Bending Stress Actual fb Max Allow Plate Fb Tension Bolt Force Actual Tension Allowable Bearing Stress OK 1.0 psi 27,000.0 psi Bolt Tension OK 3.770 k 5.900 k ,. • RH Steel Section TS4X4X1/2 Section Depth 4.000 in Section Width 4.000 in Flange Thickness 0.500 in Web Thickness 0.500 in Allowable Stresses Concrete f'c 3,000.0 psi Base Plate Fy 36.00 ksi Load Duration Factor 1.000 Anchor Bolt Data Dist. from Plate Edge 1.500 in Bolt Count per Side 2 Tension Capacity 5.900 k Bolt Area 0.310 in2 Baseplate OK Partial Bearing : Bolts in Tension Page 1/?MH • I ~r-\ -2D : - (/S -12.~-K >i + ~o~ 5q~ -;\f1 V ~ .?'l ?.Lt'° /4. -:71t.,S, ,;;- M = -61~.t izoJ , c;,q;(A.g A\- I ~~ ~qc,.i~~ c;-lv,S 1n 3 < ~g. 4- ~\f.,oaJ b $-, Cce>1G-ot. · ?1? rJ.. W ~_.;;-/ -s * ?.;;>" / ~' w > '~"" <Z.½., +-3o ,_. l4oS "4ff V ... -\ 'IO~..t 'Yt---/l;tt42. ~ 0 ,c.,., zc;.. , :?;iG::,1' 0) A ·Foo\ olJ{.· ,~ ~~- 14 j? -\ ;;,Oo1-I¾._ o< ¾-~ <Z. I \_3 ~ [V\ "' Z.'1:0 t>< % -r V\'!>"' ¾ "(p~~ , 5. .. e,.;5 4s ~~ ~ 0~1 ,ri~ ~ e>oro < { 4-'Zr t tj' r f' 1 {/J :s l t-~ If.) -;,'.) s:::: \k> ~ ~{ v F \ (g(e, ,( 1/IZ-f&" 4q q _.,... M .. t~i" CJ?¼ ..,;-t 48 + .?--rt ti '5, * 1 etc;"' ~(.,,, (l, -· ::_-: ··--=-7 ·-=------:.~ ...... -. TJ.Sizlng"" '6.20 SWt1 Number. 6000CfUS2 M/\STc11!l SIOOl l0129ta8 5.11:!.t PM P•g• 1 o! Z Build Codo, 071 14" T Jl®/HG0 JOIST @ 16.0" o/c THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION ANO LOADS LISTED \ _____ ~j fil m ----------17'---------- Product Diagram is Conceptual. LOADS: Analysis for JOIST MEMBER Supporting FLOOR• COM. Application. Loads(psf): 100 Live at 100% duration, 25 Dead, 0 Partition &JPPORTS: 1 2-2x_ Plate SPF 2 Glulam, HT INPUT WIDTH 3.50" 3.50" BEARING LENGTH Hanger Hanger H,A~~EB~; Simpson Strong-Tie Connectors,~ MODEL SLOPE SKEW Left Top LBV3514 No Right Top 1TT3514 No Q~§I~~ !,;QMIBQ~§; JUSTIFICATION Left Face Right Face REVERSE T.F. REACTIONS(lbs.) LIVE/ DEAD/ TOTAL 1133 / 283 / 1417 1133/283/1417 T.F. FLANGl=S OFFSET SLOPE FACE NIA Na 0 2-N10 NIA. No 0 2-160 MAXIMUM DESIGN CONTROL CONTROL LOCATION DETAIL OTHER NAILING TOP MEMBER 4-N10 2-N10 4-160 2-N10 Shear(lb) 1368 1368 2125 Passed(64%) LT. end Span 1 under Floor loading Reaction(lb) 1368 1368 1400 Passed(98%) Bearing 1 under Floor loading Moment(1t-lb) 5615 5615 8003 Passed(70%) MID Span 1 under Floor loading Livtt Defl,(in) 0.356 0.400 Passed(U553} MID Sp,m 1 under Floor loading Total Oefl.{in) 0.446 0.821 Passed(L/442) MID Span 1 under Floor loading T J·Pro Rating 54 Ant Passed Span 1 -Allowable moment was Increased for repetitive member usage. -De11ection Criteria: STANOARD(LL:0.4", TL:U240). • Deflection analysis is based on compo1;ite action with single layQr of the appropriate span-rated, NAILED wood decking. • 6racing(Lu}: All compression edges (top and bottom) must be braced at 4' 2" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member st21bility. -Concentrated load requiremmits for standard non-residential floors have baen considerad. TJ-Pro™ RATING SYSTEM The T J-Pro (USA) Rating System value is basvd on a Nailed 3/4 OS8 decking. This system is supported by wall&. Additional considerations for this rating include: Ceiling· None. A structural analysis of the deck has not been pelformed by the program. PROJECT INFORMATION Randle Int. QPERATOR INFORMATION; TJM Jay LO'le 300 Carlsbad Village Dr. #218 Carlsbad,Ca.92008 760-720-1793 760-434-3373 Cnpyright C 19:0 by TflJ, Joist M3.CMiU.llt1, :a l1mrttd p.nn.o:rtl'llfl, Bol9t. ld1ho, USA TJ.Pro'" and TJ.6[1111~T., aN tradart·u:1:rn, 9fT{U~,loi,1 M11cM1ll1h. S1mp•um Strol\t 111 Conn1c\orMJ la a 109lctv1id trid,nl.lllk of fi11rtp&0ll 6'fCl'IQ-T1t Companf, lf\c. TJI@ i, ·• r'lgi,tuii,J tr1denu\lk of Trus Jolct M=icMill,m, "f!!IVV..1. 17 -~SRI ENGINEERING . BTRUcroBAL CONSll1.:l'INa . . 9285Dowd_y&t204 ,., ,&nDiego, CA 92126 1121 1 ,d., c,;:,1-\ ~: • ~ • 'i,/ ~ l4 A~ll\~~r;? • , f-11+· .$.~\--\ ,1'". ?J' l I!,,,>~ ~ (;~o -It- · V\:. 1t>,i.. '3~ + c,,so,l¾ .• ,iee.o --1-1 ~· '2:, • ~\!---..-I?> , I '" 3 ( ~" S , S, ¼' ~ 17, G. I ~ ~ i/ I Q()/) ,t I I ~pt. l . -:, A1 l, f'I l::ft U HI'~ .f:t:-(.)\-,\\TS ·rn~ !).) tA) H~s. ~ \I ,q,· 1/fLr!-fs a 4-S .. o. C. fAA,< . •-"'. /CERTIFICATE OF COMPLIANCE Part 1 of 2 ENV-1, PROJECT NAME DATE 10-I-G!8 RANDALL INTERNATIONAL PROJECT ADDRESS 2885 LOKER AVE., CARLSBAD, CA Gl2Gfc:t5 Building Permit # PRINCIPAL DESIGNER-ENVELOPE TELEPHONE RICHARD YEN 4 ASSOCIATES (61'l) 224-3605 DOCUMENTATION AUTHOR TELEPHONE Checked By /Date Mc.PARLANE 4 ASSOCIATES, INC. (61G!) 211-G!l21 Enforcement Agency Use GENERAL INFORMATION DATE OF PLANS I BUILDING CONDITIONED FLOOR AREA 45,150 5.F. I CLIMATE ZONE l 10-1-'!8 BUILDING TYPE fZI NONRESIDENTIAL D HIGH RISE RESIDENTIAL D HOTEL/MOTEL GUEST ROOM PHASE OF CONSTRUCTION D NEW CONSTRUCTION~ ADDITION D ALTERATION D UNCONDITIONED (file affidavit) METHOD OF ENVELOPE ~ COMPONENT D OVERALL ENVELOPE D PERFORMANCE COMPLIANCE STATEMENT OF COMPLIANCE This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Pads 1 and 6 of the California Code of Regulations. This certificate applies only to building envelope requirements. The documentation preparer hereby certifies that the docu DOCUMENTATION AUTHOR JAMES X. CHEN, P.E. SIGNATURE is accurate and complete. DATE 10-1-'!8 The Principal Envelope Designer hereby certifies that the proposed building design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application. The proposed building has been designed to meet the envelope requirements contained in sections 110, 116 through 118, and 143 or 149 of Title 24, Part 6, Chapter 1. Please check one: IZI I hereby affirm that I om eligible under the provisions of Division 3 of the Business and Professions Code to sign t is document os the person responsible for its preparation; and that I am a Civil Engineer or Architect. 0 I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section 553! ~ of the Business and Professions Code to sign this document as the person responsible for its preparation; and t~~ I om a licensed contractor preparing documents for work that I have contracted to perform. 0 I affirm that I om eligible under the exemption to Division 3 of the Business and Professions Code by Section __ _ of the ________________ Code to sign this document os the person responsible for its preparation; and for the following reason: ________________________ _ PRINCIPAL ENVELOPE DESIGNER-NAME ,ch.c.>Kd S. Yen SIGNATURE ENVELOPE MANDATORY MEASURES Indicate location on plans of Note Block for Mandatory Measures INSTRUCTIONS TO APPLICANT DATE UC. NO. IO-I-G!8 C,-\\643 SHEET M-1 For detailed instructions on the use of this and all Energy Efficiency Standards compliance forms, please refer to the Nonresidential Manual published by the California Energy Commission. ~ z;- ENV-1: Required on plans for all submittals. Port 2 may incorporated in schedules on plans. j) 7 ENV-2: Used for all submittols: choose appropriate version depending on method of envelope compliance. ENV-3: Optional. Use if default U-valves ore not used. ~hoose appropriate version for assembly U-value to be calculated. Nonresidential Compliance Form January 1996 ,-'f. I CERTIFICATE OF COMPLIANCE Part 2 of 2 ENV-1 / PROJECT NAME RANDALL INTERNATIONAL DATE ,o-,-'18 I OPAQUE SURFACES ASSEMBLY NAME INSULATION R-VALUE CONSTRUCTION TYPE LOCATION/COMMENTS: NOTE TO FIELD (eg. Woll-1, Floor-1) (eg. R-19, R-22, etc.) (eg. Block, Wood, Metal) (eg. Suspended Ceilling, Demising, etc.) Building Dept. Use MLL-1 R-11 GONCRETE EXTERIOR ~ALL MLL-2 R-11 ~OOD PARTITION ~L I ROOF-I R-13 ~OD ABOVE CEILING WINDOWS WINDOW NAME NO. OF U-VALUE FRAME TYPE EXTERIOR OVERHANG GLAZING TYPE NOTE TO FIELD ( eg. Win dow-1) PANES (eg. Wood, Metal, etc.) SHADE ? CREDIT ? ( eg. Clear, Tinted) Building Dept. Use ~INDOY'H I O.'l METAL NIA NIA REFLECTIVE ~IND0~-2 I I.I METAL NIA NIA TINTED SKYLIGHTS SKYLIGHT NAME NO. OF U-VALUE FRAME TYPE SKYLIGHT MATERIAL GLAZING TYPE NOTE TO FIELD (eg. Sky-1) PANES (eg. Wood, Metal, etc.) (eg. Gloss, Plastic, etc.) ( eg. Clear, TTn ted) Building Dept. Use SKYLIGHT-I I I.I METAL PLASTIC, CLEAR NOTES TO FIELD • For Buildlna Deoartment Use Onlv . Nonresidential Compliance Form January 1996 . . . ,.·r • EN\1ELOPE COl\'JPONENT l\'IETliOD . ., '' . ' I ' 'ENV.;. PROJECT NAME L j<...Af-1 DA L DATE lo I I /q8 GROSSWALL &jij(:,f DISPLAY ?'LO ATIUUMHEIGHT CFT AREA(GWA) PERIMETER (DP GWAx0.<C ?~'2.-(o DPx6 I 9 t.o I I IF s 5 IT IF> S5 IT I y GREATER OF 0.10 IX I -I -I -I l .I 0.0S IX I -,~~z.11 I -;G~I I lflhe PROPOSED -, - WINDOW AREA is I ?~'Z..l, I MAXIMUM GROSS ROOF AREA ALLOWED SKY. AREA greater than the ALLOWABLE 1 WINDOW AREA MAXJMUM 1 ALLOWABLE ' WINDOW AREA. go ' If the ACTUAL SKYLIGHT AREA is greater I· i ,z.. I 10 another method. I 3l,'l E, I PROPOSED than the ALLOWED SKYLIGHT AREA. go 10 WINDOW another method. ACTUAL SKY. AREA 01,AQUE SURFACES • . · . , · · , , · . ASSEMBLY U-VALUE TABLE ASSEMBLY NAME TYPE HEAT INSULATION R-VALUE VALUES? (cg. Wall-I. Floor· I) (cg. Roof. Wall. Floor) CAPACITY PROPOSED MIN. ALLOWED PROPOSED I y I NI ,MAX. ALLOWED ~IALL-1 Wts-LL -II I I -DD - Ir-I A LL--z_ (Aj-6-lL.. -11 I I -DD - Roof -l Roof -11> I I --DD - DO DO • For each assembly type. meet the minimum insulation R-value or the maximum assembly U-valuc. \VJNDO\VS. . . . . ' : . '' . ", ' ·.,:,.• 1,' PROPOSED RSHG WINDOW NAME ORIENTATION U-VALUE IIOF PROP. ALLOW. (e.g .• Window-I, Window-2) N I E I s I w PROP. A,LLOW. PANES SC H V 1-W OHF RSHG RSHG W I N bo 1...J -I D IBJ [Z] D o.CJ I. t.-°? ' o.1-:> ----0,? o., I W IN Po W -1._ D 00 [K] D I.I I. i, 7J I o_,9 ':, 6,t; 0,11 o.5 ~?>S o., I D D D D D D D D SK\'I.IGHTS · '. · ' , ,. · : · , · , ' . . ·. · ,, , ,,'. · , ' . GLAZING SKYLIGHT NAME (e.g .• Sky-I. Sky-2) TRANSLUCENTITRAN~rARENT IBJ D D D D D D D Nonresidential Compliance Fonn HOF PANES I ti-VALUE SHADING COEFFfCIENr !'ROPOSED ALLOWED PROPOSED ALLOWED I. I I. 3 I o.b~ o. B Ct, January 1996 d. I CERTIFICATE OF COMPLIANCE Part 1 of 3 MECH-1 / PROJECT NAME DATE 10-1-'18 RANDALL INTERNATIONAL PROJECT ADDRESS 2885 LOKER AVE., CARLSBAD, CA Gf2GfGf5 Building Permit # PRINCIPAL DESIGNER-ENVELOPE TELEPHONE Mc.PARLANE 4 ASSOCIATES, INC. (61'1) 211-'1121 DOCUMENTATION AUTHOR TELEPHONE Checked By /Date JAMES X. CHEN (61'1) 211-'1121 Enforcement Agency Use GENERAL INFORMATION DATE OF PLANS I BUILDING CONDITIONED FLOOR AREA 45,150 S.F. IO-I-Gf8 BUILDING TYPE ~ NONRESIDENTIAL D HIGH RISE RESIDENTIAL D HOTEL/MOTEL GUEST ROOM PHASE OF CONSTRUCTION ~ NEW CONSTRUCTION D ADDITION D ALTERATION METHOD OF MECHANICAL ~ PRESCRIPTIVE D PERFORMANCE COMPLIANCE PROOF OF ENVELOPE COMPLIANCE D PREVIOUS ENVELOPE PERMIT ~ ENVELOPE COMPLIANCE ATTACHED ST A TEMENT OF COMPLIANCE This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations. This certificate applies only to building mechanical requ irem en ls. The documentation preparer hereby certifies that the documer talion is accurate IJn(/ complete. DOCUMENTATION AUTHOR-NAME I SIGNATURE I vt cw w-«--('JU.J_ ---' DATE 10-1-'18 JAMES X. CHEN P .E. ~ The Principal Mechanical Designer hereby certifies that the proposed building design represented in this set of construction documents is consistent with· the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application. The proposed building has been designed to meet the mechanical requirements contained in sections 110 through 115, 120 through 124, 140 through 142, 144 and 145. Please check one: ~ I hereby affirm that I om eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I om 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 I SI( ~~ /DATE I UC. NO. PAUL Mc.PARLANE, P.E. IO-I-Cf8 M25512 MECHANICAL MANDATORY MEASU RES Indicate location on plans of Note Block for Mandatory Measures I SHEET M-1 I INSTRUCTIONS TO APPLICANT For detailed instructions on the use of this and all Energy Efficiency Standards ·compliance forms, please ref er to the Nonresidential Manual published by the California 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 approprate version depending on method of mechanical compliance. MECH-3: and MECH-4: Required for all submittals unless required outdoor ventilation rotes and airflows ore shown on plans per Section 4.3.4. Nonresidential Compliance Form January 1996 !CERTIFICATE OF COMPLIANCE Part 2 of 3 MECH-1 PROJECT NAME RANDALL INTERNATIONAL DATE 10-1-CfE> SYSTEM FEATURES MECHANCIAL SYSTEMS I SYSTEM NAME I HP-I TO HP-18 NOTE TO FIELD TIME CONTROL 5 SETBACK CONTROL B ISOLATION ZONES I HEAT PUMP THERMOSTAT ? y ELECTRIC HEAT ? N FAN CONTROL 0 VAV MINIMUM POSITION CONTROL ? N SIMULTANEOUS HEAT/COOL ? N HEAT AND COOL SUPPLY RESET? N VENTILATION B OUTDOOR DAMPER CONTROL? G ECONOMIZER TYPE N DESIGN AIR CFM (MECH-4, COLUMN H) SEE SCHEDULE HEATING EQUIP. TYPE HEATPUMP HIGH EFFICIENCY? I IF YES ENlIR EFF. # N I NIA I I MAKE AND MODEL NUMBER SEE SCHEDULE COOLING EQUIP. TYPE HEATPUMP HIGH EFFICIENCY? I IF YES ENlIR EFF. # N I NIA I I MAKE AND MODEL NUMBER SEE SCHEDULE I CODE TABLES: ENTER CODES FROM TABLE BELOW INTO COLUMNS ABOVE I HEAT PUMP THERMOSTAT ? TIME CONTROL SETBACK CTRL. !SOLA TION ZONES FAN CONTROL S: Prag. Switch H: Heating Enter number of I: Inlet Vanes O: Occupancy Sensor C: Cooling isolation Zones P: Variable Pitch ELECTRIC HEAT ? M: Manual Timer 8: Both V: VFD 0: Other VAV MINIMUM POSITION CONTROL ? Y: YES C: t"'.u,ve N: NO VENTILATION OUTDOOR DAMPER ECONOMIZER O.A. CFM SIMULTANEOUS HEAT/COOL ? 8: Air Balance A: Auto A: Air Enter Outdoor Air HEAT ANC COOL SUPPLY RESET ? C: Outside Air. Cert. G: Gravity W: Water CFM. M: Out. Air Measure N: Not Required Note: This shall be D: Demond Control no less than Column HIGH EFFICIENCY ? N: Natural G on MECH-4. NOTES TO FIELD -For Bulldln Nonresidenfiol Compliance Form JANUARY 1996 !CERTIFICATE OF COMPLIANCE Part 3 of 3 MECH-11 I PROJECT NAME RANDALL INTERNATIONAL DATE IO-I-Gf8 DUCT INSULATION I DUCT TAPE I SYSTEM NAME DUCT TYPE DUCT LOCATION ALLOWED? DUCT INSULATION NOTE TO (Supply, Return, etc.) (Roof, Plenum, etc.) I Y I N I R-VALUE FIELD HP-I, HP-2, HP-3 SUPL Y 4 RETURN PLENUM l8J D R-4.2 HP-4, HP-5, HP-6 SUPL Y 4 RETURN PLENUM l8JD R-4.2 HP-1, HP-8, HP-GI SUPL Y 4 RETURN PLENUM !81D R-4.2 HP-1O, HP-II, HP-12 SUPL Y 4 RETURN PLENUM !81D R-4.2 HP-13, HP-14, HP-15 SUPL Y 4 RETURN PLENUM !81D R-4.2 HP-16, HP-11, HP-18 SUPL Y 4 RETURN PLENUM l8JD R-4.2 DD DD DD DD DD DD DD DD PIPE INSULATION I DUCT TAPE I PIPE TYPE ALLOWED? NOTE TO SYSTEM NAME (Supply, Return, etc.) I y IN I FIELD DD DD DD DD DD DD DD DD DD NOTES TO FIELD .. For Bulldlna Deoartment Use Only Nonresidential Compliance Form JANUARY 1996 !MECHANICAL SIZING AND .FAN POWER MECH·2 I PROJECT NAME DATE RANDALL INTERNATIONAL 1O-I-Gf8 SYSTEM NAME FLOOR AiEA {p HP-I , 1..B SQFT I NOTE, Provide one copy of this form for each mechanicol system when using the Prescriptive Approach. MECHANICAL VENTILATION 1. DESIGN CONDITIONS• COOLING HEATING I -OUTDOOR, DRY BULB TEMPERATURE (APPENDIX C) e,4 Bb I -OUTDOOR, WET BULB TEMPERATURE (APPENDIX C) 61 -INDOOR, DRY BULB TEMPERATURE (APPENDIX C) 15 I 10 I 2. SIZING, -DESIGN OUTDOOR AIR I 0i;o ICFM (MECH 4; COLUMN H) 1.. 4-. 0 2., ~ -ENVELOPE LOAD IZ-.4-7> 0 -LIGHTING 1.5 WATTS/SF (LTG-2) i.,.o?, -PEOPLE 1.1 # OF PEOPLE (MECH 4; COLUMN E) 11. 'l.'? -MISC. EQUIPMENT 2.0 WATTS/SF °?)o.11 -OTHER FAN -OTHER DUCT LOSS TOTAL lol.44-3fi.S SAFETY /WARM UP FACTOR 1.21 1.43 MAXIMUM ADJUSTED LOAD (TOTALS FROM ABOVEx SAFETY/WARMUP FACTOR) 1 z.:z. .. ---14-01...io 3. SELECTION• INSTALLED EQUIPMENT CAPACITY I I I~. 0 II lti5_o 1 IF INSTALLED CAPACITY EXCEEDS MAXIMUM ADJUSTED LOAD, EXPLAIN EQUIPMENT SIZE BASED ON COOLING LOAD ONLY. MECHANICAL VENTILATION [Kl [[I @] @] 00 [f] @] DESIGN EFFICIENCY NUMBER PEAK WATTS CFM FAN DESCRIPTION BRAKE HP MOTOR DRIVE OF FANS B x E x 7 46 / ( C x D) Supply Fans NJ A -LESS THAN 25 HP. ' TOTALS I II I ( NOTE, Include only fan systems exceeding 25 HP (see 144). -J TOT AL FAN SYSTEM I I Total Fon System Power Demond may not exceed 0.8 Wotts/CFM for POWER DEMAND constant volume systems or 1.25 Wotts/CFm for VAV systems. WATTS/CFM Nonresidenliol Compliance Form JANUARY 1996 .. /MECHANICAL SIZING AND FAN POWER MECH-21 PROJECT NAME DATE RANDALL INTERNATIONAL 10-1-'18 SYSTEM NAME HP-i t-HP-?, FLOOR AREt ~. 04-SGFT ! NOTE, Provide one copy of this form for each mechanical system when using the Prescriptive Approach. MECHANICAL VENTILATION 1. DESIGN CONDITIONS, COOL~G HEATING I -OUTDOOR, DRY BULB TEMPERATURE (APPENDIX C) 84 96 I -OUTDOOR, WET BULB TEMPERATURE (APPENDIX C) 61 -INDOOR, DRY BULB TEMPERATURE (APPENDIX C) 12 I 10 I 2. SIZING• -DESIGN OUTDOOR AIR I 14-fo ICFM (MECH 4; COLUMN H) S?>.BZ-~ -ENVELOPE LOAD 1.-1. ~~ z_ -LIGHTING 15 WATTS/SF (LTG-2) s I. G, I -PEOPLE 42> # OF PEOPLE (MECH 4; COLUMN E) i.s.,o -MISC. EQUIPMENT 2.0 WATTS/SF &3.B'L -OTHER FAN -OTHER DUCT LOSS TOTAL 1-2-7. ~ I 81-1 '1 SAFETY /WARM UP FACTOR 1.21 1.49 MAXIMUM ADJUSTED LOAD (TOTALS FROM ABOVEx SAFETY /WARM UP FACTOR) i:-10. (o? 11 &.ql, 3. SELECTION, USE ,Wo lo --ro 1-l HE:ATeu M ~ UN IT:;, INSTALLED EQUIPMENT CAPACITY 11-1>r'>.0 11 'Lio. o I IF INSTALLED CAPACITY EXCEEDS MAXIMUM ADJUSTED LOAD, EXPLAIN EGUIPMENT SIZE BASED ON COOLING LOAD ONLY. MECHANICAL VENTILATION l1l . [[I @] @] III If] @] DESIGN EFFICIENCY NUMBER PEAK WATTS CFM FAN DESCRIPTION BRAKE HP MOTOR DRIVE OF FANS B x E x 746/ (C x D) Supply Fons NIA -LESS THAN 25 HP. TOTALS I II I NOTE. Include only fan systems exceeding 25 HP (see 144). J TOTAL FAN SYSTEM I I Total Fon System Power Demond may not exceed 0.8 Wotts/CFI.I for POWER DEMAND constant volume systems or 1.25 Wotts/CFm for VAV systems. WATTS/CFM Nonresidential Complionce Form J,WIJAR'f 1996 .,. ---· '~, !MECHANICAL SIZING AND FAN POWER MECH-2 I PROJECT NAME DATE RANDALL INTERNATIONAL IO-I-Gf8 SYSTEM NAME HP-4 'f H p-1::> FLOOR AREA S,14-1 SQFT I NOTE, Provide one copy of this form for each mechanical system when using the Prescriptive Approach. MECHANICAL VENTILATION 1. DESIGN CONDITIONS• COOLING HEATING I -OUTDOOR, DRY BULB TEMPERATURE (APPENDIX C) 84 96 I -OUTDOOR, WET BULB TEMPERATURE (APPENDIX C) 61 -INDOOR, DRY BULB TEMPERATURE (APPENDIX C) 12 I 10 I 2. SIZING• -DESIGN OUTDOOR AIR I ~00 ICFM (MECH 4; COLUMN H) 1--e. 4-£> 8HE -ENVELOPE LOAD 11.14-~ -LIGHTING 1.5 WATTS/SF (LTG-2) ~0.3';) -PEOPLE /'L'·l # OF PEOPLE (MECH 4; COLUMN E) I '7.5"3 -MISC. EQUIPMENT 6.o WATTS/SF 1'2.3.41 -OTHER FAN -OTHER DUCT LOSS TOTAL 1..oG).4-1 40.~9 SAFETY/WARM UP FACTOR 1.21 1.43 MAXIMUM ADJUSTED LOAD (TOTALS FROM ABOVEx SAFETY/WARMUP FACTOR) '2.-S?>.3'1 Co9 .91 3. SELECTION, INSTALLED EQUIPMENT CAPACITY I i.SB.o II /[_\o.o I IF INSTALLED CAPACITY EXCEEDS MAXIMUM ADJUSTED LOAD, EXPLAIN EGUIPMENT SIZE BASED ON COOLING LOAD ONLY. MECHANICAL VENTILATION ~ @] @] @] @] II] @] DESIGN EFFICIENCY NUMBER PEAK WATTS CFM FAN DESCRIPTION BRAKE HP MOTOR DRIVE OF FANS 8 x E x 746/ (C x D) Supply Fons NI A -LESS THAN 25 HP. . I 11 I TOTALS NOTE. Include only fan systems exceeding 25 HP (see 144). J TOTAL FAN SYSTEM I I Total Fon System Power Demand may not exceed 0.8 Wotts/CFM for POWER DEMAND constant volume systems or 1.25 Wotts/Cf'm for VAV systems. WATTS/CFM Nonresidential Compliance Form JANUARY 1996 '•, !MECHANICAL SIZING AND FAN POWER MECH-2 I PROJECT NAME DATE RANDALL INTERNATIONAL 10-I-Cf8 SYSTEM NAME HP-0 FLOOR 1REA(o I l-PJ SQFT I NOTE, Provide one copy of this form for each mechanical system when using the Prescriptive Approach. MECHANICAL VENTILATION 1. DESIGN CONDITIONS• COOLNG HEATING I -OUTDOOR, DRY BULB TEMPERATURE (APPENDIX C) 84 96 I -OUTDOOR, WET BULB TEMPERATURE (APPENDIX C) 61 -INDOOR, DRY BULB TEMPERATURE (APPENDIX C) 12 I 10 I 2. SIZING• -DESIGN OUTDOOR AIR I 4qo ICFM (MECH 4; COLUMN H) l&.~I em -ENVELOPE LOAD vi .4-e> -LIGHTING 1.5. WATTS/SF (LTG-2) 70~1i; -PEOPLE I 'Z-# OF PEOPLE (MECH 4; COLUMN E) 0.4-? -MISC. EQUIPMENT 2.0 WATTS/SF . 14-.2i7 -OTHER FAN -OTHER DUCT LOSS TOTAL 5q_~o 2.1.&~ SAFETY/WARM UP FACTOR 1.21 1.49 MAXIMUM ADJUSTED LOAD (TOTALS FROM ABOVEx SAFETY /WARM UP FACTOR) 11.15 3 CJ. e,o 3. SELECTION, INSTALLED EQUIPMENT CAPACITY I 0?. o II 51.0 I IF INSTALLED CAPACITY EXCEEDS MAXIMUM ADJUSTED LOAD, EXPLAIN EQUIPMENT SIZE BASED ON COOLING LOAD ONLY. MECHANICAL VENTILATION 0 [[] @] @] [[I ~ @] DESIGN EFFICIENCY NUMBER PEAK WATTS CFM FAN DESCRIPTION BRAKE HP MOTOR DRIVE OF FANS B x E x 746/ (C x D) 'Supply Fans NIA -LESS THAN 25 HP. . I 11 I TOTALS NOTE. Include only fan systems exceeding 25 HP (see 144). I TOTAL FAN SYSTEM I I Total Fon System Power Demond moy not exceed 0.8 Wotts/CFM for POWER DEMAND constant volume systems or 1.25 Wotts/CFm for VAV systems. WATTS/CFM Nonresidenliol Compliance Form JANUARY 1996 ., ' ·• ' '•. jMECHANICAL SIZING AND FAN POWER MECH-2 / PROJECT NAME DATE RANDALL INTERNATIONAL IO-I-Gf8 SYSTEM NAME FLOOR AREAG, HP-7 11-0 SQFT I NOTE, Provide one copy of this form for each mechanical system when using the Prescriptive Approach. MECHANICAL VENTILATION 1. DESIGN CONDITIONS• COOLNG HEATING I -OUTDOOR, DRY BULB TEMPERATURE (APPENDIX C) 84 96 I -OUTDOOR, WET BULB TEMPERATURE (APPENDIX C) 61 -INDOOR, DRY BULB TEMPERATURE (APPENDIX C) 12 I 10 I 2. SIZING, -DESIGN OUTDOOR AIR I rioo ICFM (MECH 4; COLUMN H) 1 • O(., 5m -ENVELOPE LOAD 1,,.-Z-. 10 4- -LIGHTING 1.5 WATTS/SF (LTG-2) &.-·11 -PEOPLE 17:, # OF PEOPLE (MECH 4· COLUMN E) &,1? ' -MISC. EQUIPMENT 2.0 WATTS/SF °1.0, -OTHER FAN ' -OTHER DUCT LOSS TOTAL 01.11 ~&i.11 SAFETY/WARM UP FACTOR 1.21 1.49 MAXIMUM ADJUSTED LOAD (TOTALS FROM ABOVEx SAFETY /WARM UP FACTOR) <o "l.. '77 ";1.4-2.- 3. SELECTION, INSTALLED EQUIPMENT CAPACITY I So. l:, II 4 r,;. c:, I IF INSTALLED CAPACITY EXCEEDS MAXIMUM ADJUSTED LOAD, EXPLAIN EGUIPMENT SIZE BASED ON COOLING LOAD ONLY. MECHANICAL VENTILATION [Al [!] @] @] [fil IE] @] DESIGN EFFICIENCY NUMBER PEAK WATTS CFM FAN DESCRIPTION BRAKE HP MOTOR DRIVE OF FANS 8 x E x 746/ (C x D) 'Supply Fons NIA_-LESS THAN 25 HP. TOTALS I 11 I NOTE. Include only fon systems exceeding 25 HP (see 144). ·] TOTAL FAN SYSTEM I I Toto! Fon System Power Demond moy not exceed 0.8 Wotts/CFM for POWER DEMAND constant volume systems or 1.25 Wotts/Cfm for VAV systems. WATTS/CFM Nonresidential Compliance Form JANUARY 1996 ... --, • >, !MECHANICAL SIZING AND FAN POWER MECH-2 / PROJECT NAME DATE RANDALL INTERNATIONAL 10-l-'t8 SYSTEM NAME FLOOR AREA HP-6 1-,1 'LS SQFT ! NOTE, Provide one copy of this form for each mechanical system when using the Prescriptive Approach. MECHANICAL VENTILATION 1. DESIGN CONDITIONS, COOLl'IG HEATING I -OUTDOOR, DRY BULB TEMPERATURE (APPENDIX C) 84 :36 I -OUTDOOR, WET BULB TEMPERATURE (APPENDIX C) 61 -INDOOR, DRY BULB TEMPERATURE (APPENDIX C) 12 I 10 I 2. SIZING• -DESIGN OUTDOOR AIR I 41° ICFM (MECH 4; COLUMN H) 4.(?i.. ~ -ENVELOPE LOAD 01.~ I 4 -LIGHTING 15 WATTS/SF (LTG-2) 14-.'74- -PEOPLE 1..1 # OF PEOPLE (MECH 4; COLUMN E) 14-. S9 -MISC. EQUIPMENT 2.0 WATTS/SF 14.5? -OTHER FAN -OTHER DUCT LOSS TOTAL 10+.44 "~o. I "I SAFETY/WARM UP FACTOR 1.21 1.4:3 MAXIMUM ADJUSTED LOAD (TOTALS FROM ABOVEx SAFETY/WARMUP FACTOR) 11-7.0 ? 4-~.11 3. SELECTION, INSTALLED EQUIPMENT CAPACITY I 1°;.o II ~~.o I IF INSTALLED CAPACITY EXCEEDS MAXIMUM ADJUSTED LOAD, EXPLAIN EQUIPMENT SIZE BASED ON COOLING LOAD ONLY. MECHANICAL VENTILATION [Kl (fil @] @] @] (fl @] DESIGN EFFICIENCY NUMBER PEAK WATTS CFM FAN DESCRIPTION ~RAKE HP MOTOR DRIVE OF FANS B x E x 746/ (C x D) Supply Fans NIA -LESS THAN 25 HP. TOTALS I II I NOTE. Include only fan systems exceeding 25 HP (see 144). ·) TOTAL FAN SYSTEM I I Total Fon System Power Demond may not exceed 0.8 Wotts/CFI.I for POWER DEMAND constant volume systems or 1.25 Wotts/CFm for VAV systems. WATTS/CFM Nonresidential Compliance Form JNIUARY 1996 --- !MECHANICAL SIZING AND FAN POWER MECH-2 I PROJECT NAME DATE RANDALL INTERNATIONAL 10-f-'{8 SYSTEM NAME HP-Cl FLOOR fREA 1.. 00 5QFT I NOTE, Provide one copy of this form for each mechanical system when using the Prescriptive Approach. MECHANICAL VENTILATION 1. DESIGN CONDITIONS• COOL~G HEATING I -OUTDOOR, DRY BULB TEMPERATURE (APPENDIX C) 84 96 I -OUTDOOR, WET BULB TEMPERATURE (APPENDIX C) 61 -INDOOR, DRY BULB TEMPERATURE (APPENDIX C) 12 I 10 I 2. SIZING• -DESIGN OUTDOOR AIR I I p;o ICFM (MECH 4; COLUMN H) S.ti-~ -ENVELOPE LOAD 4-i. Si.. -LIGHTING 1.5 WATTS/SF (LTG-2) &.4-S -PEOPLE Ii.. # OF PEOPLE (MECH 4; COLUMN E) b. 4-3 -MISC. EQUIPMENT 2.0 WATTS/SF &. (,,o -OTHER FAN -OTHER DUCT !,.OSS TOTAL 1S.4I 4-0.'14- SAFETY/WARM UP FACTOR 1.21 1.4:3 MAXIMUM ADJUSTED LOAD (TOTALS FROM ABOVEx SAFETY /WARM UP FACTOR) °I 1. tt:> S€>.S4- 3. SELECTION• INSTALLED EQUIPMENT CAPACITY I 1~., II Ji .4-I IF INSTALLED CAPACITY EXCEEDS MAXIMUM ADJUSTED LOAD, EXPLAIN EQUIPMENT SIZE BASED ON COOLING LOAD ONLY. MECHANICAL VENTILATION ~ lfil @] @] (fil [f] @] DESIGN EFFICIENCY NUMBER PEAK WATTS CFM FAN DESCRIPTION BRAKE HP MOTOR DRIVE OF FANS B x E x 746/ (C x D) 'Supply Fans NIA -LESS THAN 25 HP. TOTALS I 11 I NOTE. Include only fon systems exceeding 25 HP {see 144). J TOTAL FAN SYSTEM I I Toto! Fon System Power Demand may not exceed 0.8 Watts/CFM for POWER DEMAND constant volume systems or 1.25 Watts/CFm for VAV systems. WATTS/CFM Nonresidenfiol Compliance Fann JANUARY 1996 ' ~ -· •.-.. - jMECHANICAL SIZING AND FAN POWER MECH-2 / PROJECT NAME DATE RANDALL INTERNATIONAL 10-1-'{8 SYSTEM NAME HP-10 FLOOR~REA e, 10 5QFT ! NOTE, Provide one copy of this form for each mechanical system when using the Prescriptive Approach. MECHANICAL VENTILATION 1. DESIGN CONDITIONS, COOLNG HEATING I -OUTDOOR, DRY BULB TEMPERATURE (APPENDIX C) 84 Bb I -OUTDOOR, WET BULB TEMPERATURE (APPENDIX C) 61 -INDOOR, DRY BULB TEMPERATURE (APPENDIX C) 12 I 10 I 2. SIZING, -DESIGN OUTDOOR AIR I (.poo ICFM (MECH 4; COLUMN H) 19.W EfHE -ENVELOPE LOAD ,.?I ~ -LIGHTING 1.5 WATTS/SF (LTG-2) 1..o. so -PEOPLE 30 # OF PEOPLE (MECH 4; COLUMN E) 1&.01 -MISC. EQUIPMENT 2.0 WATTS/SF 1. 1.--r~ -OTHER ' FAN -OTHER DUCT LOSS TOTAL vj I. ?;,O ~ 2. ."] lo SAFETY/WARM UP FACTOR 1.21 1.4:3 MAXIMUM ADJUSTED LOAD (TOTALS FROM ABOVEx SAFETY /WARM UP FACTOR) 110.47 41.l"J 3. SELECTION, INSTALLED EQUIPMENT CAPACITY I ZJ G. -z.._ II -1e.0 I IF INSTALLED CAPACITY EXCEEDS MAXIMUM ADJUSTED LOAD, EXPLAIN EQUIPMENT SIZE BASED ON COOLING LOAD ONLY. MECHANICAL VENTILATION ~ lfil @] @] [[} [!] @] DESIGN EFFICIENCY NUMBER PEAK WATTS CFM FAN DESCRIPTION BRAKE HP MOTOR DRIVE OF FANS B x E x 746/ (C x D) Supply Fons NIA -LESS THAN 25 HP. I ' I II TOTALS NOTE, Include only fan systems exceeding 25 HP (see 144). ,J TOTAL FAN SYSTEM I I Toto! fan System Power Demand moy not exceed 0.8 Wotts/CFM for POWER DEMAND constant volume systems or 1.25 Wotts/CFm for VAV systems. WATTS/CFM Nonresidenfiol Compliance Form JANUARY 1996 !MECHANICAL SIZING AND FAN POWER MECH-2 I PROJECT NAME DATE RANDALL INTERNATIONAL 10-I-Cf8 SYSTEM NAME FLOOR AREA HP-I I 1.__ ,ooo SQFT I NOTE, Provide one copy of this form for each mechanical system when using the Prescriptive Approach. MECHANICAL VENTILATION 1. DESIGN CONDITIONS, cooum HEATING I -OUTDOOR, DRY BULB TEMPERATURE (APPENDIX C) e4 96 I -OUTDOOR, WET BULB TEMPERATURE (APPENDIX C) 61 -INDOOR, DRY BULB TEMPERATURE (APPENDIX C) 12 I 10 I 2. SIZING• -DESIGN OUTDOOR AIR I ':)00 ICFM (MECH 4; COLUMN H) (o .°!4-' 8ffi3 -ENVELOPE LOAD 01. 4-1 7- -LIGHTING 1.5 WATTS/SF (LTG-2) 10.1s -PEOPLE 4-# OF PEOPLE (MECH 4; COLUMN E) 1...14- -MISC. EQUIPMENT o. 2.5 WATTS/SF 1.19 -OTHER FAN -OTHER DUCT LOSS TOTAL 7 3 . 11-/L, .-i~ SAFETY/WARM UP FACTOR 1.21 1.49 MAXIMUM ADJUSTED LOAD (TOTALS FROM ABOVEx SAFETY /WARMUP FACTOR) tiB.46 ?:>'9.&S 3. SELECTION, INSTALLED EQUIPMENT CAPACITY ,' ' I ,i.-, II --, z. .4 I IF INSTALLED CAPACITY EXCEEDS MAXIMUM ADJUSTED LOAD, EXPLAIN EGUIPMENT SIZE BASED ON COOLING LOAD ONLY. MECHANICAL VENTILATION ~ (fil @] @] 00 II] @] DESIGN EFFICIENCY NUMBER PEAK WATTS CFM FAN DESCRIPTION BRAKE HP MOTOR DRIVE OF FANS 8 x E x 746/ (C x D) Supply Fons NI A -LESS THAN 25 HP. TOTALS I 11 I NOTE. Include only fon systems exceeding 25 HP (see 144). J TOTAL FAN SYSTEM I I Total Fon System Power Demond may not exceed 0.8 Wotts/CFM for POWER DEMAND constant volume systems or 1.25 Watts/CFm for VAV systems. WATTS/CFM Nonresidential Compliance Fonn JANUARY 1996 ..... !MECHANICAL SIZING AND FAN POWER MECH-2) PROJECT NAME DATE RANDALL INTERNATIONAL IO-I-Gf8 SYSTEM NAME HP-11-i HP-I:> FLOOR A~EA '3. ss SGFT I NOTE, Provide one copy of this form for each mechanical system when using the Prescriptive Approach. MECHANICAL VENTILATION 1. DESIGN CONDITIONS• COOLNG HEATING I -OUTDOOR, DRY BULB TEMPERATURE (APPENDIX C) 84 :36 I -OUTDOOR, WET BULB TEMPERATURE (APPENDIX C) 61 -INDOOR, DRY BULB TEMPERATURE (APPENDIX C) 12 I 10 I 2. SIZING, -DESIGN OUTDOOR AIR I (poo ICFM (MECH 4; COLUMN H) I <o.5"7 SHE -ENVELOPE LOAD Co'l. ?" e -LIGHTING 1.5 WATTS/SF (LTG-2) 14.11.- -PEOPLE 1-4'-# OF PEOPLE (MECH 4; COLUMN E) j'Z-.'3? -MISC. EQUIPMENT 2.0 WATTS/SF 'Llo,'2.-"J -OTHER FAN -OTHER DUCT LOSS TOTAL ,~i.o 4-i_o~ SAFETY/WARM UP FACTOR 1.21 1.4:3 MAXIMUM ADJUSTED LOAD (TOTALS FROM ABOVEx SAFETY /WARMUP FACTOR) I (p~_qe, f.oo. 11 3. SELECTION, Ll~i=. o..ii:: 1,':> -roi-1 t: ON!:-~ "TO~ INSTALLED EQUIPMENT CAPACITY I I ,t.1 11 I 1-Z.. if I IF INSTALLED CAPACITY EXCEEDS MAXIMUM ADJUSTED LOAD, EXPLAIN EQUIPMENT SIZE BASED ON COOLING LOAD ONLY. MECHANICAL VENTILATION . III @] @] @] 00 II] @] DESIGN EFFICIENCY NUMBER PEAK WATTS CFM FAN DESCRIPTION BRAKE HP MOTOR DRIVE OF FANS B x E x 746/ (C x D) Supply Fons' NIA -LESS THAN 25 HP. . I 11 I TOTALS ( NOTE, Include only fan systems exceeding 25 HP (see 144). ·J TOTAL FAN SYSTEM I I Total Fon System Power Demond may not exceed 0.8 Wotts/CFM for POWER DEMAND constant volume systems or 1.25 Wotts/CFm for VAV systems. WATTS/CFM Nonresidential Compliance Form JANUARY 1996 .. . ---. /MECHANICAL SIZING AND FAN POWER MECH-2 I PROJECT NAME DATE RANDALL INTERNATIONAL 1O-I-Gf8 SYSTEM NAME HP-14 FLOOR AREt I o o SQFT I NOTE, Provide one copy of this form for ea.ch mechanical system ·when using the Prescriptive Approach. MECHANICAL VENTILATION 1. DESIGN CONDITIONS, COOL~G HEATING I -OUTDOOR, DRY BULB TEMPERATURE (APPENDIX C) 84 96 I -OUTDOOR, WET BULB TEMPERATURE (APPENDIX C) 61 -INDOOR, DRY BULB TEMPERATURE (APPENDIX C) 12 I 10 I 2. SIZING• -DESIGN OUTDOOR AIR I I (oo ICFM (MECH 4; COLUMN H) q-.1 E> ~ -ENVELOPE LOAD 1.A. q ~ 0 -LIGHTING 1.5 WATTS/SF (LTG-2) s.10 -PEOPLE II # OF PEOPLE (MECH 4; COLUMN E) G.l,0 -MISC. EQUIPMENT 2.0 WATTS/SF -, . l,o -OTHER FAN -OTHER DUCT LOSS TOTAL 42>. lll 1.A-.~~ SAFETY/WARM UP FACTOR 1.21 1.49 MAXIMUM ADJUSTED LOAD (TOTALS FROM ABOVEx SAFETY/WARMUP FACTOR) ?0.'11 ... ~'>. G,S 3. SELECTION, INSTALLED EQUIPMENT CAPACITY I so.G II ~G.s I IF INSTALLED CAPACITY EXCEEDS MAXIMUM ADJUSTED LOAD, EXPLAIN EGUIPMENT SIZE BASED ON WOLING LOAD ONLY. MECHANICAL VENTILATION [Kl [fil @] @] ~ II] rill DESIGN EFFICIENCY NUMBER PEAK WATTS CFM FAN DESCRIPTION BRAKE HP MOTOR DRIVE OF FANS 8 x E x 746/ (C x D) 'Supply Fans' N/ A -LESS THAN 25 HP. TOTALS I II I I NOTE. Include only fan systems exceeding 25 HP (see 144). -] TOTAL FAN SYSTEM I I Total Fon System Power Demond may not exceed 0.8 Watts/CFM for POWER DEMAND constant volume systems or 1.25 Watts/CFm for VAV systems. WATTS/CFM Nonresidential Compliance Form JANUMY 1996 !MECHANICAL SIZING AND FAN POWER MECH-21 PROJECT NAME DATE RANDALL INTERNATIONAL 10-I-Cf8 SYSTEM NAME HP-IS i HP-I(, FLOOR AREA 1.. 1.. 4 I SQFT I NOTE, Provide one copy of this form for each mechanical system when using the Prescriptive Approach. MECHANICAL VENTILATION t DESIGN CONDITIONS• COOLING HEATING I -OUTDOOR, DRY BULB TEMPERATURE (APPENDIX C) e,4 96 I -OUTDOOR, WET BULB TEMPERATURE (APPENDIX C) 61 -INDOOR, DRY BULB TEMPERATURE (APPENDIX C) 12 I 10 I 2. SIZING• -DESIGN OUTDOOR AIR I => ifo ICFM (MECH 4; COLUMN H) Io. I z... ~ -ENVELOPE LOAD &'L. 4-7 2.. -LIGHTING 1.5 WATTS/SF (LTG-2) 1 i .04- -PEOPLE i 1.,., # OF PEOPLE (MECH 4; COLUMN E) I z...oo -MISC. EQUIPMENT 2.0 WATTS/SF 1&.o~ -OTHER FAN -OTHER DUCT LOSS TOTAL 112.. (.,Cj 4-1-2>~ SAFETY/WARM UP FACTOR 1.21 1.49 MAXIMUM ADJUSTED LOAD (TOTALS FROM ABOVEx SAFETY /WARMUP FACTOR) !?G,..-~:, S4.S<o 3. SELECTION, U~ E. 1 _ W,o ... 2-.:-.J_o t-1_ l)~_,_T? INSTALLED EQUIPMENT CAPACITY ~ -. . .. I I '-50 .o II I IZf.oj IF INSTALLED CAPACITY EXCEEDS MAXIMUM ADJUSTED LOAD, EXPLAIN EQUIPMENT SIZE BASED ON COOLING LOAD ONLY. MECHANICAL VENTILATION ~ ~ @] @J [fil [fl @] DESIGN EFFICIENCY NUMBER PEAK WATTS CFM FAN DESCRIPTION BRAKE HP MOTOR DRIVE OF FANS B x E x 746/ (C x D) Supply Fons NIA -LESS THAN 25 HP. TOTALS I II I NOTE, Include only fan systems exceeding 25 HP (see 144). ·) TOTAL FAN SYSTEM I I Toto! Fon System Power Demond moy not exceed 0.8 Wotts/CFM for POWER DEMAND constant volume systems or 1.25 Wotts/CFm for VAY systems. WATTS/CFM Nonresidential Compliance Form JANIJ.4RY T 996 A,..,,, jMECHANICAL SIZING AND FAN POWER MECH-2 I PROJECT NAME DATE RANDALL INTERNATIONAL 10-I-GJ8 SYSTEM NAME FLOOR AREA I HP-11 I, 'l~ SQPT I NOTE, Provide one copy of this form for each mechanical system when using the Prescriptive Approach. MECHANICAL VENTILATION 1. DESIGN CONDITIONS• COOLtm HEATING I -OUTDOOR, DRY BULB TEMPERATURE (APPENDIX C) 84 :36 I -OUTDOOR, WET BULB TEMPERATURE (APPENDIX C) 61 -INDOOR, DRY BULB TEMPERATURE (APPENDIX C) 12 I 10 I 2. SIZING• -DESIGN OUTDOOR AIR I Loo ICFM (MECH 4; COLUMN H) G ."10 tm -ENVELOPE LOAD '3 0 :2.:2., ? -LIGHTING 15 WATTS/SF (LTG-2) fo.~1- -PEOPLE 1'2...-# OF PEOPLE (MECH 4; COLUMN E) & . i;4 -MISC. EQUIPMENT 2.0 WATTS/SF f?.~'L- -OTHER FAN -OTHER DUCT LOSS TOTAL <o~.1'7 ¥.2..1 SAFETY/WARM UP FACTOR 1.21 1.4:3 MAXIMUM ADJUSTED LOAD (TOTALS FROM ABOVEx SAFETY /WARM UP FACTOR) 1S.~~ S1 ,i:,, 3. SELECTION, INSTALLED EQUIPMENT CAPACITY I (oS .o II c; 1 .o I IF INSTALLED CAPACITY EXCEEDS MAXIMUM ADJUSTED LOAD, EXPLAIN EGUIPMENT SIZE BASED ON COOLING LOAD ONLY. MECHANICAL VENTILATION ~ lliJ @] @] III ~ @] DESIGN EFFICIENCY NUMBER PEAK WATTS CFM FAN DESCRIPTION BRAKE HP MOTOR DRIVE OF FANS B x E x 746/ (C x D) Supply Fons N/ A -LESS THAN 25 HP. TOTALS I 11 I NOTE. Include only fan systems exceeding 25 HP (see 144). ·] TOTAL FAN SYSTEM I I Total Fon System Power Demond may not exceed 0.8 Watts/CFl.4 for POWER DEMAND constant volume systems or 1.25 Wotts/CFm for VAV systems. WATTS/CFM Nonresidential Compliance Form JNIUARY 1996 . -.. v, !MECHANICAL SIZING AND FAN POWER MECH-2 I PROJECT NAME DATE RANDALL INTERNATIONAL 10-l-'l8 SYSTEM NAME FLOOR AREA HP-I~ 1..7 0~ SQFT ! NOTE, Provide one copy of this form for each mechanical system when using the Prescriptive Approach. MECHANICAL VENTILATION 1. DESIGN CONDITIONS• COOLING I HEATING -OUTDOOR, DRY BULB TEMPERATURE (APPENDIX C) 84 I 36 -OUTDOOR, WET BULB TEMPERATURE (APPENDIX C) 61 -INDOOR, DRY BULB TEMPERATURE (APPENDIX C) 12 I 10 I 2. SIZING, -DESIGN OUTDOOR AIR I 4-IO jCFM (MECH 4; COLUMN H) 10.4-~ ~ -ENVELOPE LOAD 4.0'1 -LIGHTING 1.5 WATTS/SF (LTG-2) 11.1;.~ -PEOPLE 1-z... # OF PEOPLE (MECH 4; COLUMN E) '7.4-3 -MISC. EQUIPMENT I.a WATTS/SF -, . 5? -OTHER FAN -OTHER DUCT LOSS TOTAL :Pl.i& 11.'1? SAFETY /WARM UP FACTOR 1.21 1.49 MAXIMUM ADJUSTED LOAD (TOTALS FROM ABOVEx SAFETY /WARM UP FACTOR) 40.i, 1-r;. in 3. SELECTION, INSTALLED EQUIPMENT CAPACITY I "?f!>.S 11 34.4 I IF INSTALLED CAPACITY EXCEEDS MAXIMUM ADJUSTED LOAD, EXPLAIN EQUIPMENT SIZE BASED ON GOOLING LOAD ONLY. MECHANICAL VENTILATION [El 00 @] [fil [[] [I] @] DESIGN EFFICIENCY NUMBER PEAK WATTS CFM FAN DESCRIPTION BRAKE HP MOTOR DRIVE OF FANS B x E x 746/ (C x D) 'Supply Fons NIA -LESS THAN 25 HP. TOTALS I 11 I NOTE, Include only fan systems exceeding 25 HP {see 144). -) TOTAL FAN SYSTEM I I Total Fon System Power Demond moy not exceed 0.8 Wotts/CFM for POWER DEMAND constant volume systems or 1.25 Wotts/CFm for VAV systems. WATTS/CFM Nonresidential Compliance Form J,WUARY 1996 JMECHANICAL SIZING AND FAN POWER MECH-3 I PROJECT NAME RANDALL INTERNATIONAL COOLING EQUIPMENT SYSTEM MAKE AND DESIGN OUTPUT NAME MODEL NO. (BTU / HR) HP-13, 18 CARRIER 38;500 50HJQ004 HP-1, 14 CARRIER 50,600 50HJQ005 HP-6, 15 CARRIER 65,000 HP-16, 11 50HJQ006 HP-'!, II CARRIER 16,100 50HJQ001 HP-10, 12 CARRIER '16,200 50HJGl008 HP-8 CARRIER 105;500 50HJQOO'l HP-I, 2, 3 CARRIER ll'l,000 HP-4,5 50HJQOl2 HEATING EQUIPMENT SYSTEM MAKE AND NAME MODEL NO. HP-13, 18 CARRIER 50T JQ004 HP-1, 14 CARRIER 50T JQ005 HP-6, 15, 16, 11 CARRIER 50T JQ006 HP-'l, II CARRIER 50T JQOOl HP-10, 12 CARRIER 50T JQ008 HP-8 CARRIER 50T JQOOCI HP-I, 2, 3, 4, 5 CARRIER 50T JQOl2 Nonresidential Compliance Form TOTAL DESIGN CFM UNITS 1,200 SEER 1,600 SEER l,'150 SEER 2,400 EER 3,000 EER 3,400 EER 4,000 EER DESIGN OUTPUT (BTU / HR) 34,400 46,500 51,000 12,400 18,000 Cl3,000 105,000 DATE IO-I-Gf8 RA TED EFFICIENCY I ECONOMIZER I ALLOWED PROPOSED Li] 0 10.0 10.0 D fZl D D 10.0 10.0 D lZl D D 10.0 10.0 D [81 D D 8.'l 'l.05 D [81 D D 8.'l 'l.O [81 D D D 8.Gf 8.Gf [81 D D B 8.'l 'l.O fZl D D D D D D D D D D D D D D D D D D D D RA TED EFFICIENCY UNITS ALLOWED PROPOSED HSPF 6.1 6.1 HSPF 6.1 1.0 HSPF 6.1 1.5 GOP 3.0 3.2 COP 3.0 3.0 COP 3.0 3.1 GOP 3.0 3.1 ' JANUARY 1996 ,,_ j·NiECHANICAL VENTILATION PROJECT NAME RANDALL INTERNATIONAL SYSTEM NAME ALL UNITS I NOTE, Provide one copy of this form for each mechanical system. MECHANICAL VENTILATION [K] [[] @] [fil [§_] [I] AREA BASIS OCCUPANCY BASIS COND. MIN. NO. MIN. SPACE AREA CFM CFM OF CFM NO. (SF) PER SF (8 X C) PEOPLE (E X 15) HP-I 4286 0.15 643 21 315 HP-2 Cf6O4 0.15 1440 4B 120 HP-3 HP-4 5141 0.15 860 2'! 435 HP-5 HP-6 326B 0.15 6'!0 12 180 HP-1 1260 0.15 I8Gf 13 1'15 HP-8 2125 0.15 40'1 21 405 HP-'i 1200 0.15 180 12 180 HP-IO 3BlO 0.15 580 30 450 HP-II 2000 O.15 300 4 60 HP-I2 3'155 0.15 5Cf3 24 960 HP-I3 HP-I4 1060 0.15 15'1 II 165 HP-I5 2241 0.15 336 22 330 HP-I6 HP-I1 1231 0.15 185 12 180 HP-I8 21O'i O.15 406 12 180 TOTALS (FOR MECH-2) I 211 I Nonresidentiol Compliance Form MECH-41 IO-I-C!B @] IE] [O QJ IBJ REQ'O VAV MINIMUM CFM O.A. DESIGN LARGEST DESIGN TRANS- (MAX. OF OUTDOOR MIN. MIN. FER D OR F) AIR CFM CFM AIR 643 650 1440 1440 860 B6O 4'iO 4'!0 1'15 200 40'1 410 180 IBO 580 600 900 900 600 600 165 160 336 340 185 200 406 410 I 618'1 r I 6B4O I . JANUARY 1996 i~'R:G PSt.I RANDALL •. INTERNATIONAL Manufacturing & Administration Center SHORT CIRCUIT CALCULATIONS AIC RATING OF DISTRIBUTION EQUIPMENTS PSRG Engineering ROEL Construction Co., Inc. PSRG Engineering October 1, 1998 12441 Donnouse Road, San Diego, CA, 92129 V: 619-484-2272 F: 619-484-7658 C :619 846 1403 Email: psrg@pacbell.net c£5 f(f5 ,15 ~· p.G Engineering Calculations / Sketch Description: £:hm..<Fevcy Lr~. LFVe-L C)n ... Date: / /-7"-j? ;g By: /4-xvc:---:.· Mt2/,VN, fr ProjectNo: 98PcV/ ? CheckedBy: Project: /<rr/V.PAL.L T.Z:: -r IIIS' CAL. Cl//.../J-770.N' /5 re)~ ry,,01c/9-L CtJ/Z/4 If? 0~ §'" I W X 1/'7 1 LO.A/6' W/r?-/ / · L ICH·r c /.1-c H A ><rv /2-(7' ffe~ { W / E>t--/~Gc?v'cy 8~1-L.4..s~ 2-rg L./h"'fr' /,,v /r. '(lie:-EM oz 6ew c y t3 /91-LA-.S r O r7~rr .s 0/vF L./1-M/ (i} ScJ ~ L t/,l'-7E)V · OC/7~,_,,.r. 0 F 2. roo L V.rl cr/V' (rs L.~/?) :::: / L/ Sc? LC/H(:T)VS. Room Number: /II/ Room Dimensions: __ 5""'---X ___ l/_· _7 ___ = Sq. Feet ____ 2_3_S-____ _ (5X __ 7' ___ x·· (5--f'l7) )/ 2 35' = r~ft' = __ C_·6_ MTG.HT. (L+W) SQ. FT. (RCR) (CU) I , ··x 2 '3> > I /1/50 X (J. 'l xO·t = c). 3 (FC) (SQ. FT.) / X /1/SV· X -----(LAMPS) (LUMENS) PSRO F.ngineering. Inc. (LUMENS) O · 'l (MF) (MF) (CU) (LAMPS REQD.) X 0·6 I 2:;,.'.) = (CU) (SQ.FT.) Is 3-3::>. ;3.3'3> (FC) 12441 Dormouse Road, San Diego, CA, 92129 V: 619-484-:2272 F: 619-484-7658 E-mail: psrg@pacbell.net •, • ,G ~ . p Engineering Calculations / Sketch ~ Date: Pro"ectNo: Pro"ect: /ilvt-r->vH.w/htLy f3v~ N(). CQ.VI PM(i'1>JT /} VI') IL-A lhA: Ate MHse '30/ ooo 7 .JN I~ s-7S 9 'OPN. 4 Iii ?<5'"" I JO f<.p1.,1r0 31173 JI f<PtvA 3,. '806 I 2-I< PM N 41 ~S".> l~ flPN 2- ;,_,.. fjO 6 l'1 p PM/J '2.. l ,/_76'-f I> L-f'/J / 2 1 I' Lf ,, .-s 9, 9S1 lS OP> '-/, 22. '1 ,r ~PMS 41 036 2,.(l f<.PSA 't, O 3 6· '1-I RP/hL, ?1 7()' 2. '2-/<P>'l-~/ 9'f J' 2} PPM.$'2-/2/ 3/ 8 2. 'f LP~ 6., 'I 2 9 2..) I, p,v 2. '11 9'? b PSRO Fngineain& Inc. 12441 Dormouse Road. San Diego, CA, 92129 V: 619-484-2272 F: 619-484-765~ E-mail: psrg@pacbell.nd. ') p~G Engineering Calculations / Sketch Description: $1-Jo/fl...r C/,c CV/-r C;"IL Date: ~-22-c;::r Project No: R14,i.,,p ,n '-'-9gpot:JI Checked.By: I= Project: /· 732.. X '-X .Tse C X Ei. ... 1. L -:: L l:IVt:'771-{IN' Fe-rr) t:)p L/~er/r ro .F/lv1-r C :: Cb ,vs~.,-ff ,#Z. Fi-1:Pe-,<. S-/2-tr rs C. :;: H- fi_t>M "T)/IJI.£ $°""-7-//J A V .-4 /1,.A e,~ r Cv~/l.lnV'r /,.,, -I l-1-:f 5/2i't',rt..,-U/2. cv,r /JMPE~S /Jr //v,1-1l,Jl1?# SH-P,z.r C/ i/iZ-CV/r 5yMH~"'"Tl4'1"d~ /< 1-1 s C V,IIZ.,c. (i,V', .,4 -r 771/F Po11 ,.,.,.. t:? F F,1u~:;r ::C'S,(!. '=-YM li!H s -= :r:Sc. >< M PSRG Fngineaing. Inc. 12441 Dormouse Road, San Diego, CA, 92129 V: 619-484-2272 F: 619-484-7658 E-mail: psrg@pacbell.net I :( p~G Engineering Calculations / Sketch Date: $"-22-9 & Pro'ectNo: 9 #ti?/ (If) !, ~Cn,jt. Fb;t!.. >/;:-CtJ.,vp 7)2.."17V.s"rt:>~~ -/;v 71/F S°'y S77-7V f, Isc p,.z.,,.,,~r )( ~,it,,,,,~ X l·77z. (~;;) -- 100,, ()00 X kv'4~r c~) H, -I ---l-t-f, PSRG Fngineaing. Inc. 12441 Donnouse Road, San Diego, CA, 92129 V: 619-484-2272 F: 619-484-7658 E-mail: psrg@pacbell.net 2 p.G Engineering Calculations / Sketch Date: 9-30·-'13 Pro·ectNo: ·r.:z:: f~ /· 73 2. K t,. X ::rs C. . CL-L C '!< L-== 30jk .:r 5 (-;::. 301()00 C :: /0 7~) { p. :z/o) EL-t -f/J>O - f-~ i . 73 :.2 x 'fl O X '30,.. ooo X '-ISO { 07 >'S" f::. 0·31 f1 ;:.. I ~ I+-.J- I --I +o-3 t T -5c. ~yr\llM -- -- .::Cs c:. X M .:::. 3 0,, o o" X o, s-s-2.. It >"7~ 4-M/.s~19 PSRG F.ngineering. Inc. 12441 DonnouseRoad, San Diego, CA, 92129 V: 619-484-2272 F: 619-484-7658 E-mail: psrg@pacbcll.nd ) (. p.G Engineering Calculations / Sketch L~ .. Date: Pro·ectNo: Pro"ect: Ysc. Pfl.tM X Vp,t,,., J<. /-7 32. {'~ z-) / 00,; 00 O x: J<v'A T/LAV>. :I;c PlttM -.,. V f'/l-tM ;::;. ~=e-;::.. K VA-nr.,,v..s :;:; I 6 s? s-;< Lt t, o X /· 7'J 2-;,< S'· 75 J -==-' . /0 0000 X // :2. S- I ---:: I --0./2l('f /+-ft )( ML X ½cptc/M, V5ll"CoN'P/J,C.'Y _ 'IKC?_ x1J,12'1'f /< I~ t;7s--:::: L/7S-3rlM/_.? -- ---:-~-----2_0_~----------~19 PSRG Fngineering. Inc. 12441 Dormouse Road, San Diego, CA, 92129 V: 619-484-2272 F: 619-484-7658 E-mail: p~echcll.ntt C p.G Engineering Calculations / Sketch ',Lr G ,e.cv1r Ot- Pro·ectNo: f :::. /·732-x L ;< Jsc.. c x eL-L L ~ 20 I 'f 7>i C == I C,-JtJ"!> 6,=,,;o MC~ 2 0 V. 'f 7 s-3 I· 7~ 2.. ")( r- J I ---- l+ J-J +-O·O" PSRG F.ngineering. Inc. 12441 Dormouse Road, San Diego, CA, 92129 V: 619-484-2272 F: 619-484-7658, E-mail: psrg@pacbell.net p.G Engineering Calculations/ Sketch Description: 'S"'~ c~CV/r UL-nare: ,9/s"/n By: ___ ProjectNo: P'.8,Pj:71/,.;;. Checked By: 'M Project: ~.P.;9L. t.. c· ;;: -- /· ·73 2 X L.. )< ..z;.c · C ;<. If'--'- 60 P-, L/!?7G° /S-o g ?.-{ JJ-3/0) ,2..03 /-7 3 ?-X .CC? X fS-7> IS?:> i? '2->< · 208 I .. --,~:f--J -1-0 .1>1, = lf~7 s->< 0 .&683 --3973 PSRO F.ngincaing. Inc. 1:2441 Dormouse Road, San Diego, CA, 92129 V: 619-484-2272 F: 619-48~7658 ;E-mail: psrg@pacbel1J1et (_ p.G Engineering Calculations / Sketch -L.. .-Date: Pro"ectNo: Pro"ect: f -/-732 X L.. )( J;·c - C'L,-l. c;<. L -.:: st1p .l;c.. :: I./S7> c· == /S-o g-i-{ JJ. 'fo) Et--'-.:: 2-03 f·~ /-?J:l-X8°X L/S-7~ I S?::> "'l -z_ >< 208 -O· 202 I - I = I --,-t-} /.J-0·.2P2.I PSRG Engineering, Inc. 12441 DonnouseRoad, S1111 Diego, CA, 92129 V: 619-484-2272 F: 619-484-7658 E-mail: psrg@pacbell.nd r.r ~G p~ Engineering Calculations / Sketch $;; ~r ·Q /2. Cv1r C,l . Date: Pro'ectNo: Pro'ect: f~ I· 732 x L-)< ;z-;'C. t:"7..-1.. C;<, L -= 2oP- I'sc. :::-4'>7> c· ::= /S-o g '2-{ JJ. ttjo) .2-03 E't...-1.. .::: f.-; I·? 3 '-'I< 2.. C? X ff.575"° ,~ "i 7-')< · -- L --/-t-} - -- PSRO Fngincuing. Inc. 208 = 12441 .Dormouse Road, San Diego. CA. 92129 V: 619-484-2272 F: 619-484-7658 ,E-mail: ~acbcllJld p.G Engineering Calculations / Sketch LJ JI€. CV/ r . O.t .. Date: Pro"cctNo: Pro'ect: :f ~ /· 732.. 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Inc. 12441 Dormouse Road, San Diego, CA, 92129 V: 619-484-2272 F: 619-484-7658 E-mail: psrg@pacbell.nd /I 42-1 ,, . p'gG Engineering Calculations / Sketch Date: Pro"ectNo: Pro"ect: f= /-732.X L-X .Isc.. C X /:j_-1- Isc ::=. ~0 ooo C ::: / 07S-S ( 1=1--2/o) ,2.013 M:::--I I+-:)-- -- PSRG F.nginecring. Inc. -- 12441 Donnouse Road, San Diego, CA, 92129 ,.. /+~•P/3 V: 619-484-2272 F: 619-484-7658 E-mail: psrg@pacbctl.net '; . p.G Engineering Calculations / Sketch al .. Date: Pro·ectNo: Pro"ect: /ilvt.r Ar .Pv.s /tlo. /7 -Ts ('5ee:oµPAta-i) -r ~P X /-7J2. (~ z) ...L$Cp~(M ')< ~IM loo, ooo x.· k VATfJ-l'h'/'S -0-/9/2 ---I +-f, ---l5c. ~EC.t)l-.J/>. ~ Vf' /tlM >< MI ')( :r; C, /'I' (M Vs-rrc... -- -- PSRG F.nginecrlng. Inc. _:!8!!. 'K O · /Cf I 2 -;c 9 9'!>' 7 2,,og 1/ 3 r3 /PM~S {A-1t) 12441 Donnouse Road, San Diego, CA, 92129 V: 619-484-2272 F: 619-484-7658 E-mail: psrg@pacbell.net /3 ~2/ PD,G Engineering Calculations / Sketch L-= PSRG F.ngineuing. Inc. r C cv1r QL. C X 62.-t... 1-0 y Pro·ect No: Pro·ect: 1(3<13 j'('iO? { /J--3S'V Mo;) 2&3 I· 7~ 2-x z ox ¥7 s-J?, /C(70;,X zo~ o .. ov -- -- 12441 Dormouse Road, San Diego, CA,92129 V: 619-484-2272 F: 619-484-76S8 E-mail: psrg@pacbell.net p'gG Engineering Calculations / Sketch Cl rec r/17 . C;;t. · Date: Pro'ectNo: Pro'ect: :f ~ /· 732 X L-)< .Isc. C;<. e '---'- L. -::: 2-0 p- 1;c. ::-It :22'-I c· ;::: /S-o g 2--{ JJ. ttjo) £1.,.-1-.::: .2-03 f~ -- -- PSRO F.ngincering. Inc. /-?';:2-"J<2..t:7X i/2Z'1 /~ "12-')< · I ==-1+-:f- 208 /f,?2L,, V ·tfJ• 9»S-Isc-X M :::-~ --'-T r Lro 3 6 /JM/~ (d-1c) 12441 Dormouse Road, San Diego, CA, 92129 V: 619-484-2272 F: 619-484-7658, E-mail: psrg@pacbel1J1et (5 ~2./ p'gG Engineering Calculations / Sketch C ;ecv/r · (AL. Date: Pro·cctNo: Pro·cct: f~ /. 732.. X L-)< Js·c.. C ,>f-t:'t-t. '--::: 2op- .T.;e,. : ~~Z.'t c· == /S-o g ?-{ JJ. 'ljo) Et...-1.. ::: .2-03 1-·; /-?J:2-><2-c:JX L/22-'f I S1:> "l -z_ ')< . 208 --CJ· tJ.'tl b _/_::;. I = },t-J-/.J-t),()1(/6 Tse. <,yl'I , Iico X M: 1/2 2. 't >c t;)-r>>'> = ¥0'J>6 /J,Ml'.>'~tc) PSRG F.ngincering. Inc. 12441 .Dormoullc Road, San Diego, CA, 92129 V: 619-484-2272 F: 619-484-7658, E-mail: psrg@p11cbcll.nd. ;£ {ti ~, ' I •, ,; p.G Engineering Calculations / Sketch 54 ~r C r!-vv-,,r ·Ut:-Date: Pro"cctNo: Pro·cct: 1~ /. 732 X L.. )< J;c. c--;,-1.. C;<. L -= 6/) p ~c.. :::-'122'1 _ c· == /S-o g '2-{ J:J. 3/0) Et.-'-_:: 2-03 f-. ~ /·?J~><tox 1./22-'f /~ "l 2-')<. -0·/39'? - -I ==-1+-:f- I 208 = t)--3773 T~c 5"'111 .::-Js,_ X M ::::-if 2 2 f./ )< ·1)~9 773 = '3 -7 tJ5 /IHI'> (4tc) PSRO F.ngincering. Inc. 12441 Donnousc Road, San Diego, CA, 92129 V: 619-484-2272 F: 619-484-76$8 E-mail: psrg@pacbcll.net /7 ,-12..1 ., ' ' t, i p.G Engineering Calculations / Sketch ~-r c~cv,r 0-t-Date: Pro·ectNo: Pro'ect: :f ~ /· 732 X L.-)< Jic.. l:'t-l.. C;(. '--::: 30,µ- .Tse-:::-t(22-'t c· ::= 1·s-o g 7.-{ JJ. ttjo) Et...-'-:::: .2-03 f-~ 1 .. -;3:i..-,<)C?X' 'r-:2.2·'t I S1:> "i 2-'>< . 208 --CJ· ()£'/9 ~'---I = 0-?3Y7 -,_,_ :f--J-1-o-o69o/ Jsc;;. X M :::-If 2 2 L( )< (J .. &/ 3 Lf 7 --. 3 r'I s /lt11'?-(#1c) PSRO .Engineering. Inc. 12441 Dormouse Road, San Diego, CA, 92129 V: 619-484-2272 F: 619-484-7658 E-mail: psrg@pacbellJ1et ., ! • t, , p'O{ Engineering Calculations / Sketch f == -- PSRO F.ngineering. Inc. ~r C .;e.cv,-r Cit-Date: Pro·cctNo: Pro·ect: / .. 7~2 X LX J";c.. Cx ~-L 3 0 ooo /~o 8 '2-{ JJ-'!jo) f/SO /-79'2;<." 2..00 )( ?:,000~. ts-oi 2--;< 7'30 I -l-r I' 4' '3, s-S""' - O· '-1/06 ? {).,, OtJP 'J< tJ-l(/(/ b T,e, '?(.. H == I 2 3 I '8 /?M-"'$ (4,rJ 12441 Dormouse Road, San Diego, CA, 92129_ V: 619-484-2272 F: 619-484-765,8 E-mail: psrg@pacbell.nd . . ' ' .... , .,.G ~ ,, p ' .::~; Engineering Calculations / Sketch 0 .l<Cv'I 7 C?-L f~ /-7J2,)<1 l->< Xsc:. C X E2.-t.. L -== 200 µ r'"c..;;. J ~ 0 OIJ C :: >9 CJ 6 { JI ;__) CL-c... ::-lff,O , . 7;, 1-)< 2 t:JC) ;< 3000° f~ . $"'?06 X-'-I''& 0 M=-'-=-/,1--J- -- -- PSRG F.nginecring. Inc. 12441 Dormouse Road, San Diego, CA, 92129 V: 619-484-2272 F: 619-484-7658 E-mail: psrg@pacbell.nd i~G p~;, Engineering Calculations / Sketch PSRG Fngineerlng. Inc. cv1r U-L. Date: Pro"cct No: Pro"ect: /-73 2-,x L >< _:z:; c. C X el-'- he-;:: ~o,., oo o c =, G""fot{#J CL-I.-;:::. l/ 8 0 -- /-7 3 2-X / It? >< "> oc:;oo 5>410 { X" ~g O 2,01t2. I ----= 12441 DonnouseRoad, San Diego, CA, 92129 V: 619-484-2272 F: 619-484-76~8 E-mail: psrg@pacbell.na r 21./ 2..I ·t • ' " SDllJj' SERVICE GUIDE ·1998/99 SECONDARY SHORT CIRCUIT CURRENT GENERAL INFORMATION State and local inspection authorities require that customers install service equipment with over-current protective devices which hove a short circuit roting equal to or not less than the available fault current provided by the utility. The Company's contribution to fault current will be as follows: 1. Residential: The utility's contribution to the available fault current at the point of connection of SDGE's service conductors to the customer's facilities will not exceed 10,000 amperes for individually metered: single family dwellings, duplexes, mobile homes, and miscellaneous residential ..Y.Sfil'!, such as recreation or laundry buildings, barns, domestic pumps, security gates, and temporary power for constructing single family dwellings or duplexes, with service entrance ompocities of 225 amperes or less; which ore served by o separate single-phase 120/240 volt service drop or lateral. 2. Residential Units (three or more) with Grouped Meters, Commercial ..Q.!1Q Industrial: The utility's contribution to the available fault current at the point of connection of SDGE's service conductors to the customer's facilities will not exceed the values listed in the following table: 006 1-1-96 I Service Entrance Utility's Contribution To Fault Current Will Phase Serving Voltage Ampocity Not Exceed 1¢ 120/208 100 amps or less 42,000 amps 1¢ 120/240 600 amps or less 42,000 omps 1¢ 120/240 400 amps (Bolt on meter) 22,000 amps (Single family residential only) 1¢ 240/480 200 amps or less 10,000 amps 3,0 120/208 or 240 2500 amps or less 42,000 amps 3,0 120/208 2501-4000 amps 65,000 amps 3,0 480 600 amps or less 30,000 amps 3,0 277/480 2000 amps or less 30,000 amps 3.0 277/480 2001-2500 amps 45,000 amps 3,0 277/480 2501-4000 amps 56,000 amps 3. All installations with ser·vice entrance ampacities larger than those stated in Items 1. and 2. above will be handled as individual coses and referred to the nearest Regional Office for determination of the Company's contribution to the available short circuit current. 4. Available fault current for high voltage services will be calculated on on individual basis, and will be quoted for both three-phase and line-to-ground fault current. · t • t " Section 5 System Analysis Table 5·7-1A. "C" Values for Conductors and Busway. Co r AWG Three Single Conductors Three-Conductor Cable or Conduit Conduit kcmll Steel Nonmagnetic Steel Nonmagnetic 600V 5KV 15KV 600V 5KV 15KV 600V 5KV 15KV 600V 5KV 15KV 14 389 389 389 389 389 389 389 389 389 389 389 389 12 617 617 617 617 617 617 617 617 617 617 617 617 10 981 981 981 981 981 981 981 981 981 981 981 981 8 1557 1551 1557 1558 1555 1558 1559 1557 1559 1559 1558 1559 6 2425 2406 2389 2430 2417 2406 2431 2424 2414 2433 2428 2420 4 3806 3750 3695 3825 3789 3752 3830 3811 3778 3837 3823 3798 3 4760 4760 4760 4802 4802 4802 4760 4790 4760 4802 4802 4802 2 5906 5736 5574 6044 5926 5809 5989 5929 5827 6087 6022 5957 1 7292 7029 6758 7493 7306 7108 7454 7364 7188 7579 7507 7364 1/0 8924 8543 7973 9317 9033 8590 9209 9086 8707 9472 9372 9052 2/0 10755 10061 9389 11423 10877 10318 11244 11045 10500 11703 11528 11052 3/0 12843 11804 11021 13923 13048 12360 13656 13333 12613 14410 14118 13461 4/0 15082 13605 12542 16673 15351 14347 16391 15890 14813 17482 17019 16012 250 16483 14924 13643 18593 17120 15865 18310 17850 16465 19779 19352 18001 300 18176 16292 14768 20867 18975 17408 20617 20051 18318 22524 21938 20163 350 19703 17385 15678 22736 20526 18672 19557 21914 19821 22736 24126 21982 400 20565 18235 16365 24296 21786 19731 24253 23371 21042 26915 26044 23517 500 22185 19172 17492 26706 23277 21329 26980 25449 23125 30028 28712 25916 600 22965 20567 47962 28033 25203 22097 28752 27974 24896 32236 31258 27766 750 24136 21386 18888 28303 25430 22690 31050 30024 26932 32404 31338 28303 1000 25278 22539 19923 31490 28083 24887 33864 32688 29320 37197 35748 31959 Aluminum 14 236 236 236 236 236 236 236 236 236 236 236 236 12 375 375 375 375 375 375 375 375 375 375 375 375 10 598 598 598 598 598 598 598 598 598 598 598 598 8 951 950 951 951 950 951 951 951 951 951 951 951 6 1480 1476 1472 1481 1478 1476 1481 1480 1478 1482 1481 1479 4 2345 2332 2319 2350 2341 2333 2351 2347 2339 2353 2349 2344 3 2948 2948 2948 2958 2958 2958 2948 2956 2948 2958 2958 2958 2 3713 3669 3626 3729 3701 3672 3733 3719 3693 3739 3724 3709 1 4645 4574 4497 4678 4631 4580 4686 4663 4617 4699 4681 4646 1/0 5777 5669 5493 5838 5766 5645 5852 5820 5717 5875 5851 5771 2/0 7186 6968 6733 7301 7152 6986 7327 7271 7109 7372 7328 7201 3/0 8826 8466 8163 9110 8851 8627 9077 8980 8750 9242 9164 8977 4/0 10740 10167 9700 11174 10749 10386 11184 11021 10642 11408 11277 10968 250 12122 11460 10848 12862 12343 11847 12796 12636 12115 13236 13105 12661 300 13909 13009 12192 14922 14182 13491 14916 14698 13973 15494 15299 14658 350 15484 14280 13288 16812 15857 14954 15413 16490 15540 16812 17351 16500 400 16670 15355 14188 18505 17321 16233 18461 18063 16921 19587 19243 18154 500 18755 16827 15657 21390 19503 18314 21394 20606 19314 22987 22381 20978 600 20093 18427 16484 23451 21718 19635 23633 23195 21348 25750 25243 23294 750 21766 19685 17686 23491 21769 19976 ·26431 25789 23750 25682 25141 23491 1000 23477 21235 19005 28778 26109 23482 29864 29049 26608 32938 31919 29135 I I. CONSOLIDATED FIREPROTECTION INC. 6108 Avenida Encinas Suite A Carlsbad, CA 92009 . (760) 431-9901 Fax (760) 431-9923 CAI.TFORNIA 641834 ,\R/ZONA 99198 COWRADO 24V FT.ORII)A 724456000/ GEORGIA 02949 NEVAIJA 40181 NEW MEXICO 34261 O/i/.AIIOMA 582 OREGON 101574 SOOT/I CAROUNA FS-J/47 TliXAS SCR-0393 UTA// 293656-550/ \VAS/1/NGTON CONSOF/052}7 Randall Internationa_l Fire Protection Plan CONSOLIDATED FIREPROTECTION INC. 6108 Avenida Encinas Suite A Carlsbad,CA 92009 (760) 431-9901 Fax (760) 431-9923 CALIFORNIA 641834 ARIZONA 99198 COLORADO 249 FLORIDA 714456000/ GliORGJA 02949 NEVADA 40282 NEW MEXICO 34261 OKLAIIOMA 582 OR/iGON 101574 SOUT// CAROUNA FS-1147 TEXAS SCR-0J9J UTAII 29J656-SS0/ WASIIINGTON CONSOF/05117 August 17, 1998 Colleen Balch, Fire Jnspeclor Carlsbad Fire Department 2560 Orion Way Carlsbad, CA 92008 Re: Randall International Proposed 94,473 Square Fool Building SuQ.j: Revised Fire Protection Plan for 2885 Loker East, Carlsbad, CA Contacts: Chris Turner, Randall International & Jeff Erickson, Richard Yen & Associates Dear Inspector Balch: This Fire Protection Plan has been prepared by Consolidated Fireproteclion Inc. (CFI) at the request of Randall Inlernational, and is being submitted in support of their application for building pcnnit. This report is presented in hvo parts. Part I contains an Analysis of Hazardous Materials and Occupancy Classification and Part II addresses the rack system for the high-piled storage of combustible materials. The purpose of this report is to: 1. provide a description-of the proposed constrnction, occupancy, and use of the structure and the proposed use, 2. address the potential fire and life safely hazards associated wilh the structure and the proposed use and 3. discuss the fire protection and life safely systems ncccssmy to mitigate the hazards and assure compliance with current codes and standards. APPLICABLE CODES AND STANDARDS The following codes and standards will be used for this evaluation: 1994 Unifom1 Building Code (UBC), 1994 Uniform Fire Code (UFC), 1994 Mechanical Code (UMC), 1994/95 NFPA 13,231 and 231C. PARTI ANALYSIS OF HA7.ARDOUS MATERIALS AND OCCUPANCY CLASSIFICATION. Based on the information provided by Chris Turner, Randall International, the Hazardous Materials m1d Occupancy Classification Analysis presents a "worst case" scenario for both storage and use of l1azardous materials. Storage qu:mtilies have been overstated by an additional 25 percent to accommodate future growth. This rcporl also addresses high-piled storage of plastic bottles, bottle caps and other combustible materials stored on racks, as addressed in Parl JI. Not all materials indicated will be on-site al any one time, and not all materials will be in use at any one time. The types, quantities, and locations of materials indicated in this analysis arc based on inform11lion provided by Randall Inlemational. Any differences between the types, quantities and locations of materials indicated and actual materials, quantities and locations arc the sole responsibility of Randall Jntcrnational. CONSOLIDATED FIREPROTECTION INC. Randall International Page 2 of9 Use anti Occupancy The proposed use for this slrncturc office/administration, manufacturing of personal care products, storage of raw materials and finished product, a limited amount of research and d~'Velopmcnt, silk screening, and training/hmchroom that will allern;itc as an assembly meeting room. Therefor, this building can be classified as a Group B, Group F Division 1, Group S Division 1 and Group A Division 3 Occupancy. Hazardous materials that will be found in t11e building, either as 11arl of the production process or as a by-product of Ilic production process may require "Special Use Fire Permits" -The Carlsbad Fire Department should be contacted for details and local requirements : Materials primarily include: Physical Hawrcl Materials Combustible Liquids II, HJ-A, JII-B Flammable Liquids 1-B, I-C Flammable Solids Water Reactivcs 2 Health Hazards Materials Corrosives Irritants Other Health Hazards & Toxics H<1Zard Identification Placarding in accordance with UFC Standard 79-3 is required for the building and at entrances to rooms where hazardous materials are stored/used as follows: Hcalth:3 Flammablity:3 Reactivity: 2 Separation of incompatible (reactive) materials in stored in containers grentcr than or equal to 5 pounds or ½ gallon capacily must be physically separated by one of the following methods: Storage in approved flammable liquids/hazardous malerials storage cabinets Distance of 20 feet Noncombustible partition extending not less than l 811 above and to the sides of the stored material. Open System Use The use ornammable liquids in open systems may require Class 1 Division l or 2 electrical wiring, equipment or devices, and local exhaust ventilation systems (Flm11111ablc/cxplosivc vapors/fi.nncs/mists arc to be maintained at least 25% below the LEL and LFL). Reference UMC and NEC. None of the materials identified in T,1ble l -Summar}' of Exempt A1p01mts and Actual Quantities of Ha2.ardous Material arc limited in quantity for indoor use of storage by either the building code or the fire code as illustrated in Table 8001.13-B-Exempt Amounts of Hazardous Materials Presenting a Health Hazard Maximum Quantifies Per Control Arca. (Attachment # J) Approximately Nine Hundred Material Safety Data Sheets (MSDS), available upon request, have been obtained for all of the materials listed. Based on an analysis elf the information presented in the MSDS, da!a received from Randall International and information retrieved from the original matcri11ls analysis, it is clear that none of the exempt amounts allowed for anticipated increase of stor11gc and use of these products will be exceeded. Building is protected throughout by an automatic fire sprinkler system and Fragrance room is constructed of one-hour fire resistive construction as noted in this report under Building Construction and can be considered a control area. Cabinets in groups of three will be separated by 100 feet. CONSOLIDATED FIREPROTECTION INC. Randall Internalional Page 3 of 9 Table 1 -Sununmy of Exempt Amotmts and Aclual Quantities of Hazardous Material Combination Class I J;lanunable & Class II Combustible Liquids in Approved Cabinets: In SloragQ In Uf?Sl Exempt Amount Actual Quantity Exempt Amount Actual Quantity 480 448 gals 60 43 Occupancy need uol be classificcl as a Group H based on the use or storage of Combinalion Class l Flammable & Class U Combustible Liquids, in approved flmnmablc liquicl storage cabinets. Class ill-A Combustible Liquids: ]11 Storage In use Exempt Amount Actual Quantity Exempt Amotmt Actual Quantity 660 gals 355 160 16 Occupancy need no! be classified as a Group H based on the use or storage of Class ill-A Comb. Liquids Class ill-B Combustible Liquids: Ju Storage In use Exempt Amount Actual Quantity ExcmptAmmmt Actual Quantity unlimited n/a unlimited n/a Occupancy need not be classified as a Group II based on the use or storage of Class ill-B Comb. Liquids . . Flammable Solids: In Stm.:rurn Exempt Amount Actual Quantity 106 In ti.fill Exempt Amo1mt Actual Quantity 50 .13 250 Occupancy need not be classified as a Group I-I based on the use or storage of Flammable Solids Water Rcactivcs 2: In Storage Exempt J\mmmt Actual Quantity 31.64 lbs In use Exempt Ammmt Actual Quantity 20 lbs 1.375 lbs 100 lbs Occupancy need not be classified as a Group H based on the use or storage of Water Rcac!ivcs 2 Corrosives (solids & Liquids): 1n Stm_filill In use Exempt Amom1t Actual Qmmtity Exempt Ammmt Actual Quantity 10,000 lbs 21 lbs 2,000 lbs .60 lbs Occupancy need not be classified iis a Group II based on the use or sloragc of Corrosives Irritants (solids & liquids) In Stora~ Exempt /\mount Actual Quantity 20,000 lbs 13,328 lbs Occupiu1cy nectl not be classified as a Group H Other Health Hazanls:(Solids & Liquids) In use Exempt Amounl Actual Quanlily 10,000 lbs 1,283 lbs based on the use or storage ofirritants In Storage In use Exempt Amounl Actual Quantity Exempt Amount Actual Quantity 10,000 lbs 120 solid lbs 2,000 lbs 7 solid lbs 1000 gals 774 gals 1,000 gals 340 gals Occupancy needs lo be clµssified as a Group H h<1sed on the use or storage of Health Hazards Sensitizers (solids & liquids): In Slorag& huse .Exempt Amount Actual Quantity Excmpl Amount Actual Quanlity I 0, 000 lbs 131 2,000 lbs , 7 lbs Occupancy need not he classified as a G1oup H based on the use or storage of Sensitizers CONSOLIDATED FIREPROTECTION INC. Randall International Page 4 of9 The specific manufacturing processes associated with this product include the following: I SilL<...fu;rccnil-i.g -Small plastic bottles arc labeled using a silk screening process. There arc prcscnlly nine M-25 silk-screening machines. If all nine machines arc running simultaneously 54 ounces of ink would be processed per shift. The ink used in the process is nonflammable. Small concentrates of thinner arc combined with the ink and is stored in a flammable liquid cabinc1. The Novax and the A-1.0 machines each use 10 ounces of ink per shift. The Harwell uses 6 ounces of ink per shift. If all machines were running two shifts, l GO ounces of ink would be processed. Silk-scrcerung currently is not at this level of production but the worst case scenario is des~ribcd in order to mitigate any possible hazards. Future build-out will include 14 M25 machines, 2 Novaxs, 1 Harwell and 1 lip balm press. The lip balm press should use no more than 6 ounces or ink per clay. (quantities of materials arc shown above in Table !- Summary of Exempt Amounts and Actual Quantities ofI-Iazardous Materials) Manufacturing Process ofliomc Care Produill. COMPOUNDING R.u-w materials having c1 10% concentration of flannuablc/combustiblc materials, irritants, Sensilizers, carcinogens or other heaHh hazards arc mixed in 6 separate closed mixing tanks: 1) 1000 gals 1) 700 gals 1) 500 gals 1) 330 gals 1) 220 gals 1) 100 gals 3 Open mixing tanks: 1) 200 gals 1) 180 gals 2) 100 gals 1) bath salts mixing tank Future closed mixing tanks -1) 100 gals 1) 500 gals Based on the above descriptions of the processes and operations to be performed, this facility will he considered primarily as a Group f', Division I, Group S, Division I , Group A Division 3 and Group B Occupancy. This classification is based primarily on 47,862 square feet warehouse storage of raw materials and finished products 20,994 square feel manufacturing process being performed and a 25,617 square feet office area. Building Construction The project consists of new construction of a shell building. Future proposed tenant improvements arc considered for evaluation of the intended use of the building. The struclurc will be classified as Type V-N construction, folly sprinklered, .two story, concrete till-up building with a m:1.'-imum height of 35 feet. All concrete shear panels sl1all have 5/8 Type X Gypsum board. All foll height walls at the Fragrance, Compounding, filling and silk screening areas shall be 6' 16 gauge metal studs and 16' on center with 5/8 T3•pe X Gypsum board on each side. The Fragrance room is also enclosed by a one-hour lid creating a control area. IL is our opinion that lbc exterior wall be explosion prMfin accordance with Chapter 1 G of the Uniform Building Code. Mechanical Ycntilation providing 6 air changes per minute, will be localed near floor lC\·cl. All inte1ior ·walls at first floor shall be 6' 20 gauge melal studs and 16' on center with 5/H Type X gypsum board on each side. The first floor will be classified as a Group A-3, training/lunchroom, Group B, office, lab, lobby, art department and silk screening print shop and Group F Division 1 occupancy, warehouse and manufacturing. The second story is a mezzanine and ·will be classified ns a Group B occupancy, office/administration, exercise and conference rooms. All interior ,valls at mezzanine shall be 3 5/8' 20 gauge metal sluds and 1.6' on center \"\rith 5/8 T)1Je X gypsum board on each side. CONSOLIDATED FIREPROTECTION INC. Randall Intenmtioual -Manufacturing Facility Page 5 of9 The building js located on tl1e property bmmded by a minimum of 60' setbacks on all sides and therefore arc not.required to be fire-rated. The area of a11y one -or two -story building or Groups A, B and F Division 1 occupancy shall not be limited ff the building is provided wHh an automatic sprinkler system throughout and entirely surrounded and adjoined by public ways or yards not less than 60 feel in ·width as per 1994 UBC section 505.2 -Unlimited Arca (Attachment# 2). Tables 6-A and 5-A in the 1994 UBC ou!Une fire resistive construction requirements. Based on a Group F-1, S-1 occupancy classification and 1:)1,c V-N constn1c1ion classification, the only structural clcmen1s that arc required to have a fire rcsisUve rating arc shaft enclosures, o.f which there are none in this building. Fire and Life Safetv Ha?._{J)Yls Hazardous Afatcrials In general, the primary hazards presented by the materials tlrnt will be stored and used in this structure are health i-clatcd materials such as mild irritants (soap). One exception is the thinner used to mix occasionally with the non-flammable inks in the silk screening process. The maximum quantity stored at any one time fo less than 10 gallons and the maximum qmmtity used at 011c time is one gallon. The mixed containers as well as the 011c gallon size cans arc stored in a flammable liquid storage cabinets. Processed Related Hazards and Ignition Sources There me no process relatr.;d problems or ignition sources presented. FIRE PROTECTIONILlFE SAFEn' REOUJREMENT!i. Fire Suppi-ession, Detection and Alarm Systems As previously staled, the maximum allowable floor area rnquircmculs for this building result in a need for full sprinkler protection. As per the 1994 edition ofNFPA 13 (Attachment# 3) The sprinkler design requirements are determined as follows: Manufacturing Arca/Rack Storage Arca (sec Part II-Rack Storage oflvfaterials) Occupancy: Group F-1, Group S-1 Hazard Classification: Extra Hazard Group 2 Office, Conference, Exercise, Training/Lunch room/ areas: Occupancy: Grnup B Hazard Classification: Light Hazard The building will be provided wiUt a wet pipe sprinkler system designed to provide a minimum of .50 over 2000 sq. ft. in order lo anticipate increased manufacturing and storage abilities for futur!;: expansion. (See Fart II Sprinkler Calculation Options) Calculations will be provided to verify that the required application density can be provided over the larger design area. The code contains no requirements for standpipes or fire detection/alarm systems in t11is building. ' ) ,r't CONSOLIDATED FIREPROTECTION INC. Randall International Page 6 of9 Exiting/Egress The exiting system will be reflected in the tenant improvement. A tentative plan is available upon request. The bu.ii.cling permit is for the building shell, only. A tentative tenant improvement plan and revisions to t11e location of office locations will be submitted along with a revision to this report. The basic layout oftl1e building is in conformance with the exiting and egress requirements of Article 10 of the 1994 UBC. No point in the building is there more than 250 feet travel distance from an exit. All exit doors arc at least 3 feet wMc and proper exit signs over each exit doorway will be provided. General Fire Protection @ No smoking will be permitted in the building. Q Good housekeeping will include a daily routine of storing all flammable/combustible liquids in an approved flammable liquid storage cabinet. " All employees will receive special training on the use of portable fire extinguishers of the type to be provided in tl1is building. s An evacuation plan will be in place. @ Exit doors will be maintained unobstructed and will be opened weekly to ensure their operation. @ Exit signs will be kept illuminated while the building is occupied and the emergency lighting system wHJ be checked monthly. 1.<i Sprinkler system ·will be inspected and tested quarterly and certified cvety five ycrirs. CONSOLIDATED FIREPROTECTION INC. RandaJl International Page 7 of9 PART II RACK STORAGE OF MATERIALS Portions of this facility, greater than 500 square feet in area, will be used as a high-piled storage area of raw materials andfmished goods and will require a "Special Use Fire Permit" as per Section 8101.3.2, Article 81 of the 1994 Uniform Pirc Code. This report dctaiis the local requirements of the Carlsbad Fire Dep,utmcnt, Fire Prevention Bureau. The empty bottles storage area contains free flowing, Group A plastics. Per section 8-1.2 of the UFC Standmd 81-2, Group B plastics and free flowing Group A plastics shall be protected the same as Class IV commoditics.(Attachment #4) The filled bollle area contains plastic bottles filled with non-flammable liquids such as soaps, detergent, and nonflammable pharmaceuticals in plastic containers and shall be protected as Class JU commodity. Storage array will be based upon pallet racks arranged in single and double rows, 6" flues and 12 ft. aisle widths. A11 approved method for maintaining the transverse flue space shall be in place for final approvnl. SJ>RINKLER CALCULATIONS Utilizing the UFC Standard 81-2 the sprinkler design densities are determined based on the follov>'ing infonnation: Aisles Height of Storage Type of Rack Conunodily Class Ceiling Height 12 Feet 20'-25' (sec options) Single and Double Row Class IV(frce flowing group A plastics). 26' -29' The distance from the top of storage to the ceiling sprinkler deflectors shall be not less than 18 inches. (36" for ESFR) Sprinkler coverage within 15 feet of racks will be the same as that provided over the rack storage area. Option #1 -Height of Storage Up to and Including 20 Feet Per Table G-12 (Attachment# 5) of NFPA 231 C, non-encapsulated Class IV commodities arc permitted to be stored in-racks up thru 20 ft. in height and 12' aisles. Per Table 6-12(d) for storage arrays with 12' aisles, the prescribed ceiling density (fig. d, Curve E -Attachment# 6) would be .495 gpm over an mca of2000 sq. fl. (Rounded up to .50/2000) which remains unchanged applying Fig. 6-9.2. (Attachment #7) Option #2 -Height of Storage Up to and Including 22 Feet Per Table G-12 ofNFPA 23JC, un-encapsulaled Class IV commodities are permitted to be stored in-racks up tJ1m 22 fi. in height and 12' aisles. Per Table 6-l2(d) for storage arrays with 12' aisles, the prescribed ceiling density (fig. d, Curve E -Attachment# 8) would be .495 GPM over an area of 2000 sq. fi. Applying Figure 6-9.2. @130% Adjusted Density= .64/2000 (Attachment # 9) Option #3A -Height of Storage Up to and Including 25 1;,cet Per Table 6-12 of NFP A 231 C, non-encapsulated Class IV commodities arc permitted to be stored in-racks up Ihm 25 fi. in height and 12' aisles Per Table 6-12(d) for storage arrays v,ith J 2' aisles, the prescribed ceiling density (fig. d, Curves A&B -Attachment #10) would be .32 gpm over an area of2000 sq. ft. with one level in-rack sprinklers. Fig. 6-9.2 is not applied. .q CONSOLIDATED FIREPROTECTION INC. Randall International Page 8 of9 Option #3B -JJeig,ht of Storage Up to and Including 25 Feet As per Section 10-1.l of UFC Standard 81-2, Early Suppression Fasl Response (ESFR) sprinklers having a nominal K factor of 14 with the exclusion of in-rack sprinklers. (Attachment #11) This option requires a commodity/sprinkler clearance of not less than 3 feel. It is recommended to install ceiling sprinklers at a density of not less than .50/2000 for the intended use and future uses of all storage areas. ACCESS RO.A.DWAYS Access roadways will be provided and maintained within 150 ft of all portions of the exterior. walls of the building. ACCESS DOORS Access doors for emergency response will be provided at app1oximately every 100 lineal feel of the exterior walls of the high-piled slorage areas. Key to be available in Knox Box located at the front entrance. CURTAIN BOARDS/SMOKE AND IIEAT VENTS Pursuant to Carlsbad Fire Deparlment policy, we request permission to omit drnft curtain boards this ·warehouse facility other than around the perimeter of tlle ESFR system. This requcsl is based on the recently approved code change in the 1996 Annual Rcporl of the UFC Code Dcvelopment.(Atiachmcnt # 12) SMALL HOSE CONNECTIONS Small hose connections from adjacent overhead sprinkler system will be installed so that one hundred feel of hose will reach any part of the building. It is requested that the hose, nozzle and rack requirements be waived. We do not recommend that employees to take time to try and fight a fire with 1-1/2 inch hose lines in high pile stock areas. This is a dang,:rous fire fighting proccdnrc. The presence oftl1is hose only tempts employees to engage in fire fighting when tl1cy should be directing their energies to the evacuation from the building. To summarize our request to omit fire hose equipment • Pirc Departments carry their own hose packets and me generally trained not use this equipment. • Employees arc directed specifically not to use this equipment, but to evacuate the building. • Liability risks, if employees do use this equipment and arc iqjurcd or killed. n Maiulcnancc of the equipment is difficult. As this building is fully protected ,vith sprinkler systems which will contain the fires without the first aid 1-1/2 inch hose lines. Fire extinguishers are provided for small incipient fires. Based ou the code research concluclecl in support of the development of this fire protection plan, and the recommendations provided herein, it is our opinion that this facilit); will be in full complhmce with the 1994 editions of the Uniform Building Code and Uniform Fire Code as ) •('{ CONSOLIDATED FIREPROTECTION INC. Randall International Page 9 of9 illcy relate to the described use and occupancy. We feel tllis fire protection plan is complete and provides an adequate level offire and life safely for the occupants of the building. If, after reviewing this report, you have any questions or comments, or you arc in need of further information, please do not hesitate to contact me. We look forwm-d 1o working with you to resolve any issues that may arise, and will be awaiting your response. Thank you, Sincerely, ~~~41M Director, Consulting Services cc: Chris Turner -Randall International Jeff Erickson, Richard Yen Architects Attachments -.: . ·:-:..-<·--.· ... i ... co : .--.-/~:·: ·.=~ .. ··.. :··-~ ::-t :: ··. ::·. · ..... ·.. . .·~ .. ; . . . ... . .. ~ TABLE 8001.13-8-EXEMPT AMOUNTS OF HAZARDOUS MATERIALS PRESENTING A HEALTH HAZARD MAXIMUM QUANTITIES PER CONTROL AREA 1,2 When two units are given, values within parentheses are in pounds (lbs.) (Apply table as specified in Section 8001.13.) STORAGE3 USE3-CLOSEO SYSTEMS USE3-OPEN SYSTEMS Liquid Liquid GallonsS J-!~~~s Gallons4,5,6 Gas Solld Gas Solid MATERIAL Solld Lbs. 4,5.6 (Lbs.) Cu. Ft.5 Lbs.5 . (Lbs.) Cu. Ft,5 Lbs. (Lbs.) x 3.785 for L x 3.785 for L x 0.028 for m3 x 3.785 for L X 0,4536 for kg X 0.4536 f~r kg x 0.028 for m3 x 0.4536 for kg x 0.4536 for kg x 0.4536 for kg x 0.4536 for kg I. Carcinogens 9, I I 5,000 500 8106 5,000 500 8106 1,0005 1005 2. Corrosives 5,000 500 8106 5,000 500 8106 1,0005 1005 3. Highly toxics7 I (l) 20s 1 (I) 208 l/45 ('/4)5 4. lrritants9 5,000 500 8106 5,000 500 8106 1,0005 1005 5. Radioactives to Alpha emitters 2 mCi 2mCi 0.2 mCi6 2mCi 2 mCi 0.2 mCi lmCi lmCi (74 MBq) (74 MBq) (7.4 MBq) (74 MBq) (74 MBq) (7.4 MBq) (37 MBq) (37 MBq) Beta emitters 200 Ci 200 Ci 20Ci6 200 Ci 200Ci 20Ci I00Ci I00Ci (7.4 X 106 (7.4 X 106 (7.4 X [05 (7.4 X 106 (7.4 X [06 (7.4 X 105 (3.7 X 106 (3.7 X 106 MBq) MBq) MBq) MBq) MBq) MBq) MBq) MBq) Gamma emitters 14Ci l4Ci 1.4 Ci6 14Ci 14Ci 1.4 Ci 0.1 Ci 0.1 Ci (5.2 X 105 (5.2 X 105 (5.2 X 104 (5.2 X 105 (5.2 X 105 (5.2 X [04 (3700 MBq) (3700 MBq) MBq) MBq) MBq) MBq) MBq) MBq) 6. Sensitizers9 5,000 500 8106 5,000 500 8106 1.0005 1005 7. Other health hazards9 5,000 500 8106 5,000 500 8106 1,0005 1005 8. Toxics7 500 (500) 8106 500 (500) s10s 1255 (l 25)5 1 Control areas shall be separated from each other by not less than a one-hour fire-resistive occupancy separation. The number of control areas within a building used for ret:iil or wholesale sales shall not exceed two. The number of control areas in buildings with other uses shall not exceed four. See Sections 204 and 8001.8.2. 2See Section 8001.1.1, Exception 2. . 'The aggregmc qu.mtity in use and storage shall not exceed the quantity listed for storage. Quantities shall not exceed limits set forth in Sections 8001.13.2 and 8001.13.3. 4The aggregate quantity of nonflammable solid and nonflammable or noncombustible liquid health hazard materials within a single control area of Group M Occupancies used for retail sales may exceed the exempt amounts when such areas are in compliance with Section 8001.12. 5Quantities may be increased 100 percent in sprinklered buildings. When Footnote 6 also applies, the increase for both footnotes may be applied. 6Quantities may be increased I 00 percent when stored in approved storage cabinets, gas cabinets or exhausted enclosures as specified in Sections 8003.1.10, 8003.3. 1.3.2 and 8003.3.1.3.3. When Footnote 5 also applies, the increase for both footnotes may be applied. 7For special provisions, see Sections 8003.3, 8003.12, 8004.2.3.7-and 8004.3.6. &Permitted only when located in approved gas cabinets, exhausted enclosures or gas rooms. See Section 8004.2.3. 7.1. . 9carcinogens, irritants, sensitizers and other health hazards do not include commonly used building materials and consumer products which are not otherwise regulated by this code. c:, 0 0 :-4 ... ... t:3 trJ ... (0 (0 .I:, C ~ -n 0 :0 s: -n 53 m C') 0 Cl m I 505.1.2-506 .. 1994 UNIFORM BUILDING CODE · 505.1.2 Separation on three sides. Where public ways or yards more than 20 feet (6096 mm) in width-extend along and adjoin three sides of the building, floor areas may be increased at a rate of21 '2 percent for each foot (305 mm) by which the minimum width exceeds 20 feet (6096 mm), but the increase shall not exceed 100 percent. · ' ' 505.1.3 Separation on all sides. Where public ways or yards more than 20 feet (6096 mm) in width extend on all sides of a building and adjoin the entire perimeter, floor areas may be in- creased ata rate of 5 percent for each foot (305 mm) by which the minimum exceeds 20 feet (6096 mm). Such in'creases shall not exceed 100 percent, except that greater increases shall be per- mitted for the following occupancies: I. Group S, Division I aircraft storage hangars not exceeding one story in height. 2. Group S, Division 2 or Group F, Division 2 Occupancies not exceeding two stories in height. 3. Group H, Division 5 aircraft repair hangars not exceeding one story in height. Area increases shall not exceed 500 percent for aircraft repair hangars except as provided in Section 505.2. I 505.2 Unlimited Area. The area of any one-or two-story building of Groups B; F, Division 1 or 2; M; S, Division I, 2, 3, 4 or 5; and H, Division 5 Occupancies shall not be limited if the building is provided with an approved automatic sprinkler system throughout as specified in Chapter 9, and entirely surrounded and adjoined by public ways or yards not less than 60 feet (18 288 mm) in I L C II LA I width. The area of a Group S, Division 2 or Group F, Division 2 Occupancy in a one-story Type II, Type III One-hour or Type IV building shall not be limited if the building is entirely surrounded and ad- joined by public ways or yards not less than 60 feet (18 288 mm) in width. 505.3 Automatic Sprinkler Systems. The areas specified in Table 5-B and Section 504.2 may be tripled in one-story buildings and doubled in buildings of more than one story if the building is pro- vided with an approved automatic sprinkler system throughout. The area increases pennitted in this subsection may be compounded with that specified in Section 505.1.1, 505.1.2 or 505.1.3. The in- creases permitted in this subsection shall not apply when automatic sprinkler systems are installed under the following provisions, 1. Section 506 for an increase in allowable number of stories. 2. Section 904.2.5.1 for Group H, Divisions 1 and 2 [for SFM] and 8 Occupancies. 3. Substitution for one-hour fire-resistive construction pursuant to Section 508. 4. Section 402, Atria. SECTION 506 -MAXIMUM HEIGHT OF BUILDINGS AND INCREASES The maximum height and number of stories of buildings shall be dependent on the character of the occupancy and the type of construction and shall not exceed the limits set forth in Table 5-B, except as provided in this section and as specified in Section 302.1 for mixed occupancy buildings. EXCEPTIONS: I. Towers, spires and steeples erected as a part of a building and not used for habitation or storage are limited as to height only by structural design if completely of noncombustible materials, or may extend not to exceed 20 feet (6096 mm) above the height limit in Table 5-B if of combustible materials. 2. The height of one-story aircraft hangars shall not be limited if the building is provided with automatic sprinkler systems throughout as specified in Chapter 9 and is entirely surrounded by public ways or yards not less in width than one and one-half times the height of the building. The story limits set forth in Table 5-B may be increased by one story if the building is provided with an approved automatic sprinkler system throughout. The increase in the number of stories for automatic sprinkler systems shall not apply when the automatic sprinkler systems throughout are installed under the following provisions: t ~ 1. Section 904.2.5 for Group H, Divisions 1, 2, 3, 6 and 7 [for SFMJ and 8 Occupancies. 1-88 ') , 13~4 INSTALLATION OF SPRINKLER SYSTEMS Exception No. 3: Where pumps tailing suction from a Jnivate fire service main supply sprinklers only, the pump need not be sized to accommodate inside and outside hose. Such hose allowance shall be considered in evaluating the available water suj1J1lies. Table 5-2.3 Hose Stream Demand and Water Supply Duration Requirements Hazard Classification Light Ordinarr Extra Hazard Inside Hose (gpm) 0, 50, or 100 0, 50, or 100 O, 50, or 100 For SI L'nii-: I gpm = :l.i:l:11Jmi11. Total Combined Inside and Outside Hose (gpm) 100 250 500 Duration in Minutes 30 60-90 90-120 5-2.3.1.2 The water supply for sprinklers only shall be determined either from the area/density curves of figure 5-2.3 in accordance with the method of 5-2.3.2 or be based upon the room design method in accordance with 5-2.3.3, at the discretion of the designer. For special areas under con- sideration, as described in 5-2.3.4, separate hydraulic calcu- lations shall be required in addition to those required by 5-2.3.2 or 5-2.3.3. 5-2.3.1.3 Regardless of which of the two methods is used, the following restrictions apply: (a) For areas of sprinkler operation Jess than 1500 sq ft (139 m2) used for Light and Ordinary Hazard Occupancies, the density for 1500 sq ft (139 m2) shall be used. For areas of sprin- kler operation less than 2500 sq ft (232 m2) for Extra Hazard Occupancies, the density for 2500 sq ft (232 m~) shall be used. (b)* For buildings having unsprinklered combus~ible concealed spaces (as described in 4-13.1.1), the minimum area of sprinkler operation shall be 3000 sq ft (279 m2). Exception No. 1: Co111bustible concealed s/J(lces filled entirely with noncombustible insulation. Exception No. 2*: Light or Ordinary Hazard OccttJJancies where 11011co111b11stible or limited romb11stible reiling5 nre directly attacher/ to the bollom of solid wood joists so as lo create enclosed joist spaces 160 w ft (4.8 1113) or less in volllme. •. Exce/Jtion No. 3*: Concealed spaces where the exjJoselsurfaces have a flame sjmad rating of 25 or less and the 111ate1ials have been demonstrated to not propagate fire in the Jann in which they ar~ installed in the space. . • (c) Water demand of sprinklers installed in racks or water curtains shall be added 'to the ceiling sprinkler water demand at the point of connection. Demands shall be bal- anred to tht' higher pressure. (See Chajlter 6.) \\'atcr demand of sprinklers installed in concealed spaces or under obstructions such as ducts and cutting tables need not be added to ceiling demand. (cl) \\'here inside hose ·stations arc planned or are re- quired by oilier standards, a total \l'atcr allowance of 50 gpm (189 IJmin) for a single hose station installation or 100 gpm (378 IJmin) for a multiple hose station installation shall be added to the sprinkler requirements. The water allowance shall be aclded in 50-gpm (189-JJmin) increments beginning at the most remote hose station, with each increment acldecl at the pressure required by the sririnkler system design at that point. (e) When hose \'alves for fire department use are attached to wet pipe sprinkler system risers in accordance with 1-13.21. the water supply shalt not be required to be Density, (Urnin)/rn2 ~ c ,g ~ Q) 0. 0 '-Q) 3' ,§ 0. (I) 0 r.: "' < 2.0 5000 4000 - 3000 2500 2000 1500 0.05 1996 Edition 4.1 2 \ \ -1 I I\ \ -I i I ·r;. ~ ,, ... I \ \ I 0.10 6.1 3 \ ' \ \ ' ' \9 CJ:. \;i .,> \ ' \ \ 1 0.15 8.1 10.2 r, \.. \ ... 4 ' \. i\.1 ·,s,. r\ <i's; ~ ~,, I '\l \ ,9 ' CJ:, \1i ::2. I ~ \ ' \ \ 1 0.20 0.25 Density, gpmflt2 Figure 5-2.3 Arca/density curves. 12.2 ~ '\. 'I ... ' 1\. '\ I I I i I 0.30 14.3 5 \. r\ ~ ·,s,. ii>" 16.3 465 372 \.. I 'Q '\, ';!_,, --I '\l_ I '\ ~ I 0.35 279 r\. ' 232 186 139 0.40 N E c .Q e C, 0. 0 S> ~ 0. 1/J 0 r.: 2 < -. B:,t,: ""~1·, .ji. -~ 1~-f 2-760 Hl94 UNJJ:f'IOM Fl~i'?~:"'' Chapter 8* Plastics 8-1 t General. 8-1.1 Plastics in corrugated cartons shall be protected as indicated by Figure 8-1. l. This decision tree shall also be used to determine protection for commodities that are not wholly Group A plastics but contain such quantities and arrangement of the same that they are deemed more haz- ardous than Class IV commodities. 8-1.2 Group B plastics and free-flowing Group A plastics shall be protected the same as Class IV commodities. 8-1.3 Group C plastics shall be protected the same as Class III commodities. 8-I.4t Ceiling sprinklers shall be large orifice [17/:12 in. (13.5 mm)] and ordinary to high temperature rated. Exception No. I: Large-drop sprinklers as indicated in Chapter 9. Exception No. 2: ESFR sprinklers as indicated in Chapter JO. Exception No. 3: For densities of 0.30 gpm/sq ft [( I 2.2 Umin)l11i2] or less, one-half in. (12.7-mm) orifice sprin- klers shall be permitted. Exception No. 4: High temperature sprinklers shall be used where required by NFPA 13, Standard for the Installation of Sprinkler Systems. 8-1.5 In-Rack Sprinklers. 8-1.5.1 In-Rack Sprinkler Classification. Sprinklers in racks shall be ordinary temperature classification, except higher temperature sprinklers shall be used as specified in NFPA 13, Standard for the Installation of Sprinkler Systems. 8-1.5.2 In-Rack Sprinkler Pipe Size. The number of sprinklers and the pipe sizing on a line of sprinklers in racks are restricted only by the hydraulic calculations and not by any piping schedule. 8-1.5.3 In-Rack Sprinkler Water Shields. If in-rack sprinklers are not shielded by horizontal barriers, water shields shall be provided above the sprinklers, or listed sprinklers equipped with water shields shall be used. .. j 8-1.5.4 In-Rack Sprinkler Clearance. The minimum of6 in. (152.4 mm) vertical clear space shall be maintained between the sprinkler deflectors and the top of a tier of storage. ;ir '.I ,_,:'!!i ·,::j~lti. :\* ( '--;;.-;:_ -. ':.1~!~ --~ i; ~ lr\l"U,JMl ll.of' U ,-""' 8-1.5.5 In-Rack Sprinkler Water Demand. Water demand for sprinklers installed in racks shall be based on simultaneous operatiOI) o_f the most hydraulically remote: (a) Eight sprinklers. when only one level is installed in racks. (b) Fourteen sprinklers (seven on each top two levels) when more than one level is installed in racks. 1 8-1.5.6 Chapters l through 5 apply to plastics storage. 8-2 Single, Double, and Multi-Row Racks -Storage up to and Including 25 ft (7 .6 m) -Clearances up to and Including 10 ft (3 m). 8-2.l Ceiling Sprinkler Water Demand. For Group A plastic commodities in cartons, encapsulated or nonencap- sulated in single, double, and multi-row racks, ceiling sprinkler water demand in terms of density (gpm/ft 2 ) and \ area of operation (ft2) shall be selected from Figures 8-2 (a) through (i). Linear interpolation of design densities and areas of application shall be permitted between storage _heights with the same clearances. No interpolation between clearances shall be permitted. i CARTONED \ EXPANDED OR NONEXPANDED l f GROUP.A I \ FREE-FLOWING Class IV t· \ EXPOSED Outside the Scope of NFPA 231C PLASTICS \ \ GROUP B Class IV Figure 8-1.1 Decision Tree. :tt Y GROUPC Class Ill 2-761 l • .,..,t 231C-12 '- RACK STORAGE OF ~1.-\TERI.-\LS Table 6-12 Single-or Double-Row Racks. Storage Height up to and Including 25 ft, Aisles Wider than 4 ft, without Solid Shelves. 1995 Edition Aisles (ft) (4-4.1) (B-6-11.2) Ceiling Sprinkler Water Demand Sprinklers Mandatory In-Rack With In-Rack Sprinklers Without In-Rack Sprinklers Commodity Encap- Height Class sulated Fig. Curves No 4 " No 6-12(a) C&D 8 A&B Yes 4 No 6-12(e) C&D r.:::: 1-----1----1---8--1-----1----+--A_&_·B--1 ~ No 4 No 6-12(b) C&D l;:lj 8 • i:: II A&B .::: :.S Yes 4 No 6-12(e) C&D °'1 ::: 8 A&B -u1-----1----1----1-----~1-----1-----1 ii .:: No 4 No 6-12(c) C&D 0 g III 8 A&B ~ Yes 4 I Lc\'el 6-12(1) C&D o.. 8 A&B ;:) ,__ _____ N_1<_>_,. __ 4 ____ N_o _ _,_6 ___ 1 '..-J(_cl_) +--C-&--D----< IV Yes No Yes ~ A&R 4 1 Level 6-I 2(g) C&D 8 4 8 4 A&B No 6-l2(a) C&D A&B I Le\'el t'i-l 2(e) C&:D .::: 8 A&B 1------+---+----11-----11----1----; C'I C'-1 No 4 I\o 6-12(h) C&D ~ 8 A&B • ~ II c :.S Yes 4 I l.e\·el 6-12(e) C:&D ~-§ 8 A&B t ·= ------N-,o---+--4--1--N-,-o---+-6---,'..-)(-c)--+--C-&--D-1 8 g lII 8 A&B Yes 4 I Le\•cl 6-12(1) C&D 8 A&B o..1------+---+----1----1---1----; ;:) No 4 No 6-I 2(d) C:&D 8 A&B IV Yes 4 I Le\·el 6-I 2(g) C&D 8 A&B No 4 No G-12(a) C&D 8 A&B Yes ,1 I Le\'el G-l 2(e) C&D :.::: 1-----+----1--8_' --1-----1----+--'-A_&_·I--1~ No 4 No G-l 2(b) C&D l;:/j 8 • i:: II .:::=-5 Yes 4 I Level (i-12(e) C&D ::-i ...2 8 A&B :;,1 U 1-----t----1-----11------11-----1---'--1 t .:: No 4 No 6-l 2(c) C&D A&B Apply Fig. Apply Fig. 6-9.2 Fig. Curves 6-9.2 Ye~ No No 6-I 2(a) G& l·I Yes E&F 6-12(e) G&H E&F 6-12(b) G&H E&F 6-12(e) G&H E&F 6-12(c) G&I-1 E&F 6-I 2(d) G&I-l E&F 6-12(a) G&H E&F 6-12(b) G&I-l E&F 6-l 2(c) G&I-1 E&F 6-12(d) G&l-1 E&F 6-l 2(a) G&l-1 E&F 6-12(b) G&l-1 E&F G-12(c) G&I-1 Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes OP-rlO;.J J.-1: l , :;o/c)ooo OP-n ct J .:!:'" :J.. I ?· 11/ .;}OQQ ,:::: ~ 8 A&B '-' ~ II I 4 I Le\'cl G-12(1) C&D Yes ,__ _ ___,_E_&_F ____ (),?-r I D,, 1~ 3~ o.. 8 A&B ;:) 1-----+---+----11-----11----i----; No 4 G-l 2(d) C&D IV Yes for !;I uni!~: I fl = O.:Hl-18 m 8 4 8 I Le\'cl G-12(g) C:&D A&B . !J.)/Jooo ( 1 le,1el ,n-rN or t $;:; 12._ -1 I 't 231c..:14 RACK STORAGE OF MATERIALS Ceiling sprinkler density (Umin)/m2 6.1 · 8.2 10.2 12.2 14.3 16.3 18.3 20.4 6000 %. C g 5000 e! Q) a. 0 li; 4000 3: C '§. ~ 3000 m Q) cij C 2000 -~ A·! C D E \ ' FG H \ I ' ' ' J ' I\ ' "' I Single po Curve Legend A-Single-or double-row racks with 8-ft (2.44-m) aisles 557 ~ with 286°F (141°C) ceiling sprinklers and 165°F (74°C) N .s in-rack sprinklers. C 465 ° ~ B -Single-or double-row racks with 8-ft (2.44-m) aisles with 165°F (74°C) ceiling sprinklers 372 279 Q) a. 0 lu and 165°F (74°C) ~ in-rack sprinklers. '§. C -Single-or double-row racks "' with 4-ft (1.22-rn) aisles or 0 multiple-row racks with ! 286°F (141°C) ceiling '" sprinklers and 165°F (74°C) 186 §, in-rack sprinklers. design on Q) a ilnyt 'gj D -Single-or double-row racks o with 4-ft (1.22-m) aisles or 1000 II I II 0.15 0.20 0.25 0.30 0.35 0.40 0.45 0.50 Ceiling sprinkler density (gpm/ft2) 93 multiple-row racks with 165°F (74°C) ceiling sprinklers and 165°F (74°C) in-rack sprinklers. Curve Legend E -Single-or double-row racks with 8-ft (2.44-m) aisles and 286°F (141 °C) ceiling sprinklers. . F -Single-or double-row racks with 8-ft (2.44-m) aisles and 165°F (74°C) ceiling sprinklers. G -Single-or double-row racks with 4-ft (1.22-m) aisles and 286°F (141 °C) ceiling sprinklers. H -Single-or double-row racks with 4-ft (1.22-m) aisles and 165°F (74°G) ceiling sprinklers. I -Multiple-row racks with 8-ft (2.44-m) or wider aisles and 286°F (141°C) ceiling sprinklers. J -Multiple-row racks with 8-ft (2.44-m) or wider aisles and 165°F (74°G) ceiling sprinklers. Figure 6-12(c) Sprinkler system design curves -20-ft (6,1-m) high rack storage -Class III noncncapsulatcd commodities -conventional pallets. 6" 5 C 0 .:a e! Q) a. 0 li; 3: C ·g_ "' 0 m Q) cij C OJ 'iii Q) a 8.2 6000 5000 4000 3000 2000 1000 0.20 10.2 I A 0.25 Ceiling sprinkler density (Umin)/m2 12.2 14.3 16.3 18.3 20.4 I BC D E FG H ' I ' ' ' ' " 1\.1\ I\ 1, I\ ,~ 0.30 0.35 0.40 0.45 0.50 Ceiling sprinkler density (gpm/ft2) 22.4 ;, '' " 0.55 24.5 557 465 372 279 186 93 0.60 Curve Legend A-Single-or double-row racks with 8-ft (2.44-m) aisles with 286°F (141°C) ceiling sprinklers and 165°F (74°C) in-rack sprinklers. § B -Single-or double-row ~ racks with 8-ft (2.44-m) 2l_ aisles with 165°F (7 4°C) o ceiling sprinklers lu and 165°F (74°C) i§ in-rack sprinklers. "§. C -Single-or double-row racks "' with 4-ft (1.22-m) aisles or 0 multiple-row racks with m 286°F (141°C) ceiling m sprinklers and 165°F (74°G) §, in-rack sprinklers. ·91 D -Single-or double-row racks o with 4-ft (1.22-m) aisles or multiple-row racks with 165°F (74°G) ceiling sprinklers and 165°F (74°C) in-rack sprinklers. Curve Legend &-Single-or double-row racks with 8-ft (2.44-m) aisles and 286°F (141 °C) ceiling sprinklers. F -Single-or double-row racks with 8-ft (2.44-m) aisles and 165°F (74°C) ceiling sprinklers. G -Single-or double-row racks with 4-ft (1.22-m) aisles and 286°F (141°C) ceiling sprinklers. H -Single-or double-row racks with 4-ft (1.22-m) aisles and 165°F (74°C) ceiling sprinklers. ,, Figure 6·12(d) Sprinkler system design curves -20-ft (6.1-m) high rack storage -Class IV nonencapsulated commodities -conventional pallets. 1995 Edition •' ,, ·:'it 231C-10 RACK STORAGE OF MATERIALS (b) Eight sprinklers where only one level is installed in racks with Class IV commodities; · (c) Ten sprinklers (five on each two top levels) where 1i1ore than one leYel is installed in racks with Class l, 11, or 111 commodities; (cl) Fourteen sprinklers (seven on each two top levels) where more than one level is installed in r~cks \\'ith Class IV commodities. ' 6-9*t Ceiling Sprinkler Water Demand. The design curves in Figmes 6-12(a) through (g) shall apply to nomi- nal 20-l't (6. l-111) height or storage. 6-9.1 The design cur\'es indicate water demands for nom- inal I 65°F (74°C) and nominal 286°F ( 141 °C) rated spi:in- klers at the ceiling. The 1 G5°F (74°C) design curves shall be used for sprinklers with ordinary and intermediate tem- perature classification but not less than l 60°F (71 °C) rat- ing. The 28G°F (l41°C) rating design curve shall be used for si)rinklers with high temperature dassilication. 6-9.2 For ~torage height up to and including 25 rt (7.6 m) protened with ceiling sprinklers only, and for storage height up to and inc:luding 20 Ii. (G. l m) protected with I ceiling sprinklers and minimum required in-rack sprin- klers, densities obtained from design cun-es shall be acUusted in accordance with Figure 6-9.:Z. 6-9.3 For storage height over 20 It (6.1 m) up to and including 25 Ii (7 .6) protected with ceiling sprinklers and I minimum required in-rack sprinklers, densities obtained from design cun·es shall be used. Densities shall not be ac!justed in accordance with Figure 6-U.2. 175 150 125 .c:-·;;; C Q) 'O ~ 100 :::, 0 C 0) ·;;; Q) 'O 0 c Q) ~ Q) a. 75 60 50 25 0 3.66 3.05 ----. . -- ' ' ' ' ' ' ' ' ' ' I 0 10 12 Height of storage {m) 4.57 6.10 7.62 9.14 I I I J I/ ' V I J ., I/ t/ 15 20 25 30 Height of storage (ft) Figure 6-9.2 Ceiling sprinkler density vs storage height. 1995 Edition 10.6 7 35 Table 6-9.2 · Adjustment to Ceiling Sprinkler Density for ·· Storage Height and In-Rack Sprinklers Stora~e Atply Permitted Hcig t In-Rack 1g. Ceiling Sct'inklers (ft) Sprinklers 6-9.2 Density A ~ustmcnts O,·cr 12 fl (3.7 m) through 2;; Ii (7.(i m) None Yes None Minimum Yes None required More than Yes lll·ducc densit,· minimum but not 20'ic from that' or O,·er 12 Ii (:1.7 m) i 11 l'\'t·r) I icr minimum in.r:,u:k through 20 Ii (Ii.I 111) sprinkb·s ln l'\'l'l')' tit·1· Yes Reduce clensit, 40'il from that' or 1nitiin1un1 it1-n1d~ sprinklcis ~lini11111111 l\'o ~one.· n:quirecl :-.loll· th:111 l\'o Rl·clut l' tknsil\ 111inimum Intl 1101 20'il from that' or O\'er 2ll H (Ii. I m) in t.'Vt·ry tic:r mi11i11n1111 i11-r..1ck through 2:i Ii (7.(i 111) sprlnl-.ler, In cn-ry tier i\o Reduct· clensit,· -JO¼ Ihm, tlwt' or n1inimum i11-rtH:k sprinkkrs 6-9.4 For storage height up to and including 20 Ii. (G. I m) prntectecl with ceiling sprinklers and with more than one lc\'el or in-rack sprinklers, but not in eYery tier, densities obtained from design cur\'es and acUusted in accordance with Fig·ure 6-9.2 shall bl' permitted to be reduced an addi- tional 20 percent. 6-9.5 For storage height O\'er 20 Ii. (6.1 m) up to and includ- ing 25 Ii. (7.6 m) protected with ceiling sprinklers, and with I more than the minimum required le\·el or in-rack sprinklers, but not in every tier, densities obtained from design curres shall be pcrmilled to be reduced 20 pc1·cent. Densities shall not be ac\justed in accordance with Figure 6-9.2. 6-9.6 For storage height up to and including 20 It (6.1 m) protected with ceiling sprinklers and in-rack sprinklers at each tier, densities obtained from design cur\'es and acUustcd in accordance with Figure 6-U.2 shall be permit- ted to be reduced an additional 40 percent. 6-9.7 For storage !~eight o\'cr 20 Ii. (G. I m) up to and includ- ing 25 Ii (7.G m) prntectecl with ceiling spriqklers and in-rac:k sprinklers al each tier, densities obtained from design cun-cs shall be permitted to be reduced 40 percent. Densities shall not be ac!justecl in accordance with Figure 6-9.2 . I 6-9.St \\'here cleai·ancc from ceiling to lop or storage is less than 4 1h fl ( 1.37 m) (.H'I' .'frrliou -1-5), the sprinkler oper- ating area indicated in rnrvcs E, F, G, and 1-1 in Figure~ (i-l 2(a) through (c) shall he pcrrnittccl to be reduced as inclicatccl in Figure G-9:8 hut to not less than 2000 rt2 ( 18:i.8 1112). (S,,/6-9. 9.) 6-9.9 Where clearance from ceiling to top or Class I or I l enrnp~t1!i1tcd storage is l 1h It to 3 Ii. (0.46 m to o.n l m), the sprinkler operating area indicated in curve F only or Fig- ure G-12(e) shall be permillecl to be reduced by 50 percent but to not less than 2000 sq n~ ( 185.8 m2). 6-9.10 \\'here solid, Oat-bottom \,·oocl pallets are used, with storage height up to and including 25 ft (7.6 m), the " Jo:''t 231C-10 RACK STORr\m: OF l\!:\TERIALS (b} Eight sprinklers where only one level is installed in racks with Class IV commodities; · (c} Ten sprinklers (five on each two top levels) where more than one le\'el is installed in racks with Class I, II, or II I commodities; (cl) Fourteen sprinklers (seven on each two top le\'els) where more than one le\'el is installed in nicks with Class IV commodities. ' 6-9*t Ceiling Sprinkler Water Demand. The design curves in Figures 6-l 2(a) through (g) shall apply to nomi- nal 20-ft (6.1-m) height of storage. 6-9.1 The design cur\'es indicate water demands for nom- inal 165°F (74°C) and nominal 286°F (141 °C) rated sprin- klers at the ceiling. The I G5°F (74°C) design cur\'es shall be used for sprinklers with ordinary and intermediate tem- perature das!>i!ication but not less than I 60°F (7 I 0C) rat- ing. The 28G°F ( I 41 °C) rating design cu1Te shall be used for sf>rinklers with high temperature classification. 6-9.2 For ~torage height up to and including 25 ft (7.li m) protected with ceiling sprinklers only, and for storage height up lO and including 20 fl (G. l m) protected with I ceiling sprinklers and minimum required in-rack sprin- klers, densities obtained from design cun-es shall be acijustecl in accordance with Figure 6-9.:Z. 6-9.3 For storage height over 20 ft (G. I m) up to and including 25 Ii (7.6) protected with ceiling sprinklers and I minimum required in-rack sprinklers, densities obtained from design cu1Yes shall be used. Densities shall not be ac!justed in accordance with Figure 6-D.2. 175 150 125 .?;-·;;; C Q) 'O ~ 100 ::, u C -~ ~ 75 0 ~ 60 ~ ~ 50 25 0 - - 0 3.66 3.05 -------, ' ' ' ' ' ' ' ' ' ' I 10 12 Height of storage (m) 4.57 6.10 7.62 9.14 I I IJ I I ' i/ V I/ 15 20 25 30 Height of storage (ft) Figure 6-9.2 Ceiling sprinkler density vs storage height. 1995 Edition 10.6 7 35 Table 6-9.2 . Adjustment to Ceiling Sprinkler Density for · Storage Height and In-Rack Sprinklers Stora~e At-ply Permitted Heig t In-Rack Ceiling SJtnklers (fl) Sprinklers 6-~~2 Density A Justmenls o,·cr 12 rt (3.7 ml th1ough 25 Ii (7.ti m) None Yes None 1-linimum Yes None n:quirccl :'>lore than Yes Rt·clucc clcnsit\' tninhnum hut nor 20'i'c li-0111 tl;:11' or Over ! 2 Ii (:1.7 m) in C\'ery tier 1uinimum it1-r.1<:k through 20 I\ (Ci.I m) sp1 inkier, I II t•,·c1-y lier Ye., Reduce clcnsit, -IO'i'c !"rum that· or 1ni1limum in-r:H.'k ,prinkk·r, ~linimum Ko No,w rc•quircd ~Inn· than r-.:o Rcclurc• ckmit, minimum h111 not 20'/r l"ro111 that° of Chct· 20 Ii (Ii.! 111) in t'Very li«.:r minimum in-u1rk through 2:, I\ (7.ti 111) spriul-.lers In t'\'l'1')' tier ;"\o Rl'tlurc <knsit\' -lll'i'c lin1111hai'nr 1ni11i111um i11-ri1cl sprinklers 6-9.4 For storage height up to and including 20 Ii (6.1 m) protected with ceiling sprinklers and with more than one le\"el of in-rack sprinklers, but not in every tier, densities obtained from design cur\'es and acU11sted in accordance ,dth Figm·e 6-9.2 shall be permitted to be reduced an addi- tional 20 percent. 6-9.5 For storage height o\'er 20 ft (6.1 m) up to and includ- ing 25 ft (7.G m) protected with <"eiling sprinklers, and with I more than the minimum required kYcl of"in-1·ack sprinklers, but not in e\'ery tier, densities obtained from design curves shall be permitted to be reclucecl 20 pe1·cent. Densities shall not be ac\justed in accordance with Figure 6-9.2. 6-9.6 For storage height up to and including 20 ft (6.1 m) protected with ceiling sprinklers and in-rack sprinklers at each tier, densities obtained from design cut·,·es and acUustecl in accordance with Figure 6-9.2 shall be permit- ted to be reduced an additional 40 percent. 6-9.7 For storage !!eight over 20 Ii. (G. I m) up to and includ- ing 25 Ii (7.<i m) protected with ceiling spl"in_klers and in-rack sprinklers at each tier, densities obtained from design cur\"es shall be permilled to be reduced 4 0 percent. Densities shall not be ac!justed in accordance with Figme 6-9.2. I 6-9.St \\'here clearance from ceiling to top of' storage is less than 4 1h f't ( 1.37 111) (.w'1' Sl'l'lio11 -1-5), the sprinkler oper- ;1ting area indicated in curves E, F, C, and H in Figures !i-I 2(a) through (e) shall be permitted Lo be reduced as inclicatecl in Figure <>-!):8 but to not kss than 2000 It~ (18:>.8 11?). (S1•1• 6-9.9.) 6-9.9 Where clearance from ceiling to top of Class I or 11 encapsql;11ecl storage is I 1h. n to 3 fl (0.4G 111 to 0.91 m). the ~prinkler operating area indicated in cun·e F only of Fig- ure 6-12(e) shall be permitted to be reduced b)' 50 percent but to not less than 2000 sq ft~ ( 185.8 n?). 6-9.10 \\'here solid, flat-bottom wood pallets are used, with storage height up to and including 25 fr (7.6 m), the ,,, 231~-14 RACK STORAGE OF MATERIALS C: 6.1 6000 ._g 5000 e (I) a. 0 li; 4000 3:: C: ·g_ VJ 3000 0 co l!! co c: 2000 0, ·.;; (I) 0 1000 8.2 .1 A BC Ceiling sprinkler density (Umin)/m2 10.2 12.2 14.3 16.3 18.3 20.4 D E FG H I\ II " " I\ ,, 1,1\ I J 1'. '' 557 465 372 279 .. 186 int nly Single po design o II l II 93 0.15 0.20 0.25 0.30 0.35 0.40 0.45 0.50 Ceiling sprinkler density (gpm/ft2) Curve Legend A-Single-or double-row racks with 8-ft (2.44-m) aisles with 286°F (141 °C) "" ceiling sprinklers and §.. 165°F (7 4°C) C: in-rack sprinklers. 0 B -Single-or double-row ~ racks with 8-ft (2.44-m) (I) aisles with 165°F (74°C) 0. 0 ceiling sprinklers ai and 165°F (74°C) 3:: in-rack sprinklers. C: ·c C -Single-or double-row racks a. VJ with 4-ft (1.22-m) aisles or 0 multiple-row racks wi_th co ~ 286°F (141°C) ceiling co sprinklers and 165°F (74°C) C: in-rack sprinklers. 0, 'in D -Single-or double-row racks (I) 0 with 4-ft (1.22-m) aisles or multiple-row racks with 165°F (74°C) ceiling sprinklers and 165°F (74°C) in-rack sprinklers. Curve Legend E -Single-or double-row racks with 8-ft (2.44-m) aisles and 286°F (141°C) ceiling sprinklers. F -Single-or double-row racks with 8-ft (2.44-m) aisles and 165°F (74°C) ceiling sprinklers. G -Single-or double-row racks with 4-ft (1.22-m) aisles and 286°F (141 °C) ceiling sprinklers. H -Single-or double-row racks with 4-ft (1.22-m) aisles and 165°F (74°C) ceiling sprinklers. I -Multiple-row racks with 8-ft (2.44-m) or wider aisles and 286°F (141 °C) ceiling sprinklers. J -Multiple-row racks with 8-ft (2.44-m) or wider aisles and 165°F (74°C) ceiling sprinklers. Figure 6-12(c) Sprinkler system design curves -20-ft (6.1-m) high rack storage -Class III nonencapsulated commodities -conventional pallets. is C: 8.2 6000 .Q 5000 e (I) a. 0 li; 4000 3:: C: "§. '5 3000 m co c: 2000 • 2' VJ c3 1000 0.20 Ceiling sprinkler density (Umin)/m2 10.2 12.2 14.3 16.3 18.3 20.4 I I A BC D E FG H ,~ ' " I\ I' " 0.25 0.30 0.35 0.40 0.45 0.50 Ceiling sprinkler density (gpm/ft2) 22 4 ~ 0.55 24.5 557 465 372 279 186 93 0.60 Curve Legend ~ Single-or double-row racks with 8-ft (2.44-m) aisles with 2as°F (141°C) ceiling sprinklers and 165°F (74°C) 1 a s -~7~;~~~~p~~u~T ;~;ow ~ racks with 8-ft (2.44-m) a, aisles with 165°F (74°C) g-ceiling sprinklers li; and 165°F (74°C) ~ in-rack sprinklers. '§_ C -Single-or double-row racks '5 with 4-ft (1.22-m) aisles or multiple-row racks with 286°F (141°C) ceiling sprinklers and 165°F (74°C) §, in-rack sprinklers . ·iii D -Single-or double-row racks o with 4-ft (1.22-m) aisles or multiple-row racks with 165°F (74°C) ceiling sprinklers and 165°F (74°C) in-rack sprinklers. Curve Legend E -Single-or double-row racks with 8-ft (2.44-m) aisles and 286°F (141°C) ceiling sprinklers. F -Single-or double-row racks with 8-ft (2.44-m) aisles and 165°F (74°C) ceiling sprinklers. G -Single-or double-row racks with 4-ft (1.22-m) aisles and 286° F (141 °C) ceiling sprinklers. H -Single-or double-row racks with 4-ft (1.22-m) aisles and 165°F (74°C) ceiling sprinklers. '-- Figure 6-12(d) Sprinkler system design curves -20-ft (6.1-m) high rack storage -Class IV nonencapsulated commodities -conventional pallets. 1995 Edition ----·--------.----.. ' STANDARD 81·2 2-774· Table 9-1 Pressure and Number of Design Spi-inklers For Various Hazards. Number Design Sprinkler Sprinklers Temperature Minimum Operating Pressure Rating (Note 1) @25 @50 @75 psi psi psi Hazard (Note 2) Double Row Rack.Str.mtr with Minimum 5.5-ft aisle wi th (Note 4) having: Class l and II Commodities up to 2.5 ft with m.1xi111um 5-ft clearance to ceiling 20 Note 3 Note 3 High Class I, II, and lll Comrnodi- ties up to 20 ft with maximum 10-ft clearance to ceiling 15 Note 3 Note 3 High Class IV Commodities Docs ug to 20 ft with maximum ;\Ol I -ft clearance to ceiling .-\pply 20 15 High Non-expanded Group A plas- tics in corrugated cartons l(il Docs to 20 ft with maximum 10-t ;\Ot clearance to ceiling Apply 30 20 High Non-expanded Group ,\ plas- tics in cor_rugated. cartons up Docs to 20 ft with maximum 10-lt :'\ot clearance: to ceiling ,\pply 20 Note 3 Ordinary Non-expanded Group A plas- tics in corrugated cartons up Docs to 20 ft with maximum 5-ft ;-.;ot clearance to ceiling .-\pply 15 Note 3 High NOTES: I. Open Wood Joist Construction. Testing with open wood joist construc- tion showed that each joist channel shall be fully [irestopped to its full depth at intervals not exceeding 20 ft. I 11 unfircstoppcd open wood joi~t construc- tion, or if fircstops arc installed at inter\'als exceeding 20 ft, the minimum operating pre,~urcs shall be increased by -10 percent. 2. Uuilding steel required no special protection for the occupancies listed. 1'1 otcction I cquirc11w11ts are based on nick storage with no solid sh ch-cs nor sla\'c pallets. 3. The required number of design sprinklers shall nut be reducer.I from that rcquirccl for the lower pressure. 4. In addition to the transverse flue spaces rcquiic<l by !'<Fl',\ 231G, mini- mum 6-in. lo11gituclinal flue spaces shall be maintained. For SI Units: Chapter 10 10-1 General. I ft = 0.30•18 111 I in.= 25.4 111111 I psi = 0.0689 bars = G.895 k Pa Early Suppression Fast Response (ESFR) Sprinklers 10-1.1 * ESFR sprinklers having a nominal K factor of 14 shall be permitted for the protection of cartoned plastics (Group A, B, or C) and Class I through IV commodities in single row, double row, or multi-row racks up to a height of25 ft (7.7 m). i"fl UNIFORM FIRE CODE .l, Exce/1lio11: E I. ex/1osed 2. ,-;1clt st, 3. racks/, tni11ers. 10-1.2* ES buildings h.1 and one of 1 (a) smool (b) bar jc (c) beam (cl) panei 10-1.3 Ro 10-2 Sprin 10-2.1 ES vide a min the twelve flowing fm I • 10-2.2 0 ESFR spri 10-2.3 :\ for the /ns1 8, ~hall ar 10-2.4 I· rated spri Excej1liu11 Exce/1lio11 10-3 Wa- 10-3.1 the spri1, streams. 10-3.2 11-1 M, 11-1.l . ~r; ,.4 ~ 1S.,.J201 1t Type of Stoi-ag~ Palletized and solid pile storage and single, double, and multi- ple row rack storage (no open top containers or solid shelves) Roll paper on end, open/ standard or closed array, banded or unhanded Aerosol storage l'orSI Units: I ft= 0.30-18 m. INSTALLATION OF SPRINKLER SYSTEMS Table A-5-3.5 ESFR Sprinkler Data Commodity Cartoned unexpanded plastic; cartoned, expanded plilstic; uncartoned, unexpanded plas- tic; and Class I, II, III, or IV commodities encapsulated or unencapsulated Cartoned, unexpanded plastic; and Class I, II, Ill, or I\' com- modities, encapsulated or unencapsulated Maximum Ht, of Storage in ft 25 (7.6 m) 35 (10.7 m) 20 (6.J Ill) Heavy weight or medium weight 20 (6.1 m) See NFPA 30B ·Maximum Ht. ofBuilding · . in ft. Nominal Sprinkler Design Pressure in psi Co~modity Limitation (Note 1) K Factor 30 (9.1 m) 40 (12.2 m) 25 (7,6 m) 30 (9.1 m) 13.5-14.5 50 (3.4 bars) 13.5-14.5 75 (5.2 bars) Note 2 11.0-1 J.5 50 (3.4 bars) 13.5-14.5 50 (3.4 bars) .·: .. NOTE I: Maximum building height is to be measured to the underside of the roof deck or ceiling. NOTE 2: Only ESFR sprinklers specifically listt·cl for 40-ft (12.2-m) high buildings should be used in buildings higher th:m 30 ft (9.1 111) up to 40 ft (12.2 m). l I t I I I I I t I I ~5 I .,, 5. ' ti) Jj , I I • I •i I ~ I ffl I~ t ~ I ~ Ql ~ ~ ., a. e a. I I I . I ! I I I I 1 I I I I I 4 I I I I I I f I I I . I . ¾ I I . I I I I Gig. Hgts. 10 fl O in. roof 22 ft 6 in. above grade ! I I ' 9. : I I I , 16 ft o In.I , , , 0 I 0 = I I I i I I I t I 2x 12 I I .~. f 16 in. o.c.t , 18 in. I under· V "-I I t I I, i I I i I~~~ I I I I ,.._,bay -+I I I , , ! I 1 · 111 spkrs. per npor lolal 528 spkrs. { I t I ) I i i T I . t I I I I I I I I I ) , I I I + '::-f f t ) I I t I I I I I ) ! ·, ,· '1 l I I ; I I i I I ; I I t i1 t I ~ I 'f , I I I ! ! ' ! j • t I I· I I I I i 1 · .. \I I 'f I I T I I : I ' I > ! 6 in. riser I I 2·story and 1 basement ill==;===i==il l , , wood joist { , 1 · I construction <) I , , healed : ..__ ' l l I Nipple up to __ r -:--:-~ blind spte ' <l> • I I I Sheathed I 6 in. alarm 1 valve with j i on ix go.J i 6 in. approved indicaling valve , r ~/ I I I / Fire depl. connection _, g Office 1 slory and blind space above D.H.-,. 75 psi static press - 70 psi residual c5 :; Curb line ·------.5 rJ--------- IOU JOHN DOE AND CO. 100 N. 12TH ST. STRAND N.Y. SURVEYED 12·31-59 BY: F.J. DRAWN 1·4·60 BY: F.J. CONTRACT NO N-4341 -N press. 500 gpm flowing V 6 in. ci~ gate CHECKED 1·5-60 BY: H.T. APPROVED BY: N. 12th. St. DEGREE OF SPRKR.1160' 212'12ao·f36Q' SHEET NO. 1 OF 1 THIS SHEET I 171 I I E ,,. . • TOTAL ON CONTRACT I 528 $CAL '6 = 1 ·O XYZ AUTOMATIC SPRINKLER CO. NEWARK OHIO Figure A-6-1 Typical preliminary plan, 1996 Edilion --:-~---.----~""7'"."".'"'.:.'"' .. "'·-, ___ .,...; ~--_,,, _______ R __ , ___ R ____ ---,-----~..,...-. --~-- ~~~~M~i~~JiK4';,~~WW'.1f.fe;.:;~,;~,·. , ·: ---, · __ ._,---~ • _;_.",':.,:l..;l~;fr.:...~·.:.;,,.·, •. ,_:.: • ......... -............. , .•.• -' •.•. __ ,.. . . ·. . ,._,_ /. IFCI FIRE CODE '-· .. · . ·;·-~--. - . ,,;l{i~f. : . REG_EiVED ... -----,{ll"1 f 0 · PART II JOURNAL™ 1996 Annual Report of the Uniform Fire Code (U.F.C.) and Urban-Wildland Interface Code (U.W.I.C.) Code Developnzen~ Co1nmittees CONTENTS Preamble . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . iii Legend .••..•••••.•. • • • . • . . . . • . • . . • • . • . . . . . . • . . • . . . . • • • . . • . • • . • • . iv Status Chart • . • • • . • • . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . • . . . . . . . . . . . vii Challenge Form • • • • • • . • • . . . . • • . . • . . • • . . . . . . . • . . . • . . • • . • • . . • . . • • • xiii Uniform Fire Code . . . . . . . . . . . . . . . . . . • • . . . . . . . . . . . . . . • . . . • . . . . . • • . i Unifonn Fire Code Appendix •••••••• :··............................. 25 Uniform Fire Code Standards . .. . . • .. .. .. . . . . . .. .. . .. .. • • .. . .. . . . . 28 Uniform Building Code Standards .............. : .. .. .. .. • • . • . . . . . . . 30 Urban-Wildand Interface Code .. . .. .. .. .. . .. . • . • . . .. . . • • . .. . .. . . . . 31 Acceptance of the First Draft as a i 997 Edition Code . • . . . . • • . . . . . . . . 45 ANNUAL BUSil\'ESS MEETING August 4-8, 1996 (Code Session August 5-8, 1996) Sheraton, Long Beach 333 East Ocean Boulevard Long Beach, California 90802 (310) 436-3000 ·coPYRIGHT© 1996 by : .. .... . .. ): ...... . INTERNATIONAL FIRE CODE INSTITUTE, INC . 5360 Workman Mill Road · Whittier, CA 90601-2298 I • '?. • • _" w. 'ith o=ning pro~ctcd with one-hour fire resistance. The concept ~11St1VC Willi ..-b 'ldi • • be 'f fi • • •pn'-"'ers lhroughout the u1 ng Is appropnnte cause, 1 a re of requmng., nN 'Jdi th ._,., • 'thi th • the unp""tcctcd part of the bm ng, e spnw,.,er pro(C(:tion w1 n e bci;:ui ,n ,v 'th • C 'd • h-• mn" be overpowered w1 out proper separation. ons1 cration ~tor.ii;e w...... , ~ f h 11 .1,hould be gjvcn to the performance o none-our wa • . . • · • • 0 rail thls proposal would clarify and streamline the ri:quirements oi Artie~~ 81 .'Through the cl:iri fication, the intent of Article 81 can be mo.re clearly understood. • · • · • ; The proponent mo,·ed to amend the code change by deleting the exception to Section 8102.3.2.l because it is already found in the code. This amendment was npproved. · ~ 8102.7.3-96-1-C. F.C.A. Approval as Revised A.s Revised: T:ible 81-l3, page 1-361. Delete :Footno!e2 and substitute ns follows: 2Whcn areas of buildings are equipped with early suppression-fast response (ESFR) sprinklers, the curtain boards within these areas shall be located only :it the perimeters of c.:1ch ESFR sprinkler system. Rensoo: The proposal revises Footnote 2 of Table 81-B. The proposal is inlcndcd to coincide with the charging statement in Section 8102.7.3. This revi- sion clarifies the foomote. Currently, it is unclem-whether cUrt.'lin boards arc intended to be provided around each ESFR sprinkler system. This clarifies the intent cipresscd during the Article 81 rewrite that each ESFR sprinkler system be provided with a curtain board at the perlmeter. ... . Item 101 8104.3-96-1-C. F. C.A. Disapproval Reason: The proposal has merits because, by compiling the infonnation·in table format, confusion would be eliminated and thisscction would be more user friendly. • • However, concerns were raised regarding requiring flue spaces in nonsprin- klcrcd buildings. clarifying Footnote 3 and trying to mcl:c the table more user ~~ . Item 102 8203.2.1.5-96-i-A.H.M.A. Disapproval Reason: This revision basically alters Article 82 10 allow the use of LP-gas for commercial food service, It has been suggested that many restaurants cur- rently arc using LP-gas illcgaJly in large qunntitics. TI1is code change has merit because it would legalize the use of LP-gas for such purposes and limit the quan- tity and reslrict the equipment used. This would provide restaurants and com- mercial caterers with n legal and safe way to use LP-i;as. fssues were rclw:l regarding inconsis1encics with NFPA standards, Item 103 8212.7-96-1-F.M.A.C. Dlsapproval Rcnsoo: This revision will prohibil the storage and use of LP-gas within base- ments, pits and subgradc areas. An exception is also pro,·idcd which would allow limited 2mounts for smcll repairs such as sweating pipes. These provisions arc · similar lo the Mechanical Code prohibition for LP-gas appliances in such arccs (U.M.C. Section 304.6), and would make the codes more consistent. Consider- ation should be given, howcYcr, to locating provisions for "use" in a more appropriate section. Also, the proposal is not clear on the requirements between the main par.igraph and the exception and making reference in the proposal to other sections of the code. Item i04 8803.3-96-i-C.S.M.A. As Revised: · Approval as Revised Sec. 88033, page 1-384, Revise the last paragra,l)h as follows: Draft curtains required by Section 8803.3 shall be constructed of noncombustible material and shall lli<. cxtendm at least .24 inches {610 ll1Illl 4--fue. H 219 mm) or 'JO percent of the bui!cliBg height, whicheve: is g;:ea:er, from th,c ceiling. Reason: 'This code ch:i.ngc reflects nn upd:iied .Fact~ry Mutual Research r.."""•"nn cn?inccring cvaluati90. At the code hca.rings, the proponent sub- • • • ·'· 1 • "" ,,.,i "" rhe Fc.crory ITEM 99 ITEM 109 Mutual R~starch Fou/UUln·on Technical Report on rh, Response of Sprinklu Links to Rock Storage Fires by Hsiang-Cheng Kung, Robert D. Spaulding and Hong-Zeng You, report number OG2E7 .RA. The proponent also subrnincd Fac- tory Mutual loss Prevention Data 2·2, May 1995, pages 1 Lhrough JS as sup· porting documentation at the code hearings. • ·: Item i05 9003-96-1-C.F.C.A. Approval Section 9003, sta.ndard f.1.1; page 1-393. Revise as follows: f.1.1 8 33 Rack Storago-ef..\.f.aroi:im 8-9 Storage of Class T, II. rrr. JY ao<l Plastic:Commo~ Reason: Factory Mutual has elimin,ated St.anmrd 8-33 and merged those pro visions with Standard S-9. "Storage of Cl~.ss T, II. rn. rv n.nd Plastic Commodi- ties." Tnosc previous pro,·isions are now found in a single standard. · The proposal would upcbte Section 9003 10 reflect cum:ntch:111gcs in the doc uments adopted by the Fire Code. According to page 3 of Factory Mutual Data Shut B-9, this is a new data shcc which combines former FME&R D2ta Sheets 8-9, "Storage of Plastics = Elastomcrs Including Polyun:tluine, Expanded Rubber and Crude Natural c.r., Crude Synthetic Rubber," dated February 1981; 8-2.5. "Indoor Gencrc Srorage," dated November 1981; and 8-33, "Rack Stora gt of Marerials." dnlct January 1984. Item 106 9003-96-2-E.S.G. Disapprova Reason: This code change ·would add both the Hazardous Maten"als C/assif; car ion Guide and HM Ex software as refcrcnc~d standards. The reasoning for th: propos.?l is based on the discussion following disapproval of Item 81 during tl: 1994-1995 code change cycle which suggested deleting the ciamples withi Appendix YI-A end ins1cad referencing the Hazardous Materials Classificatfc Guide. Also, the proponent feels that use of such a guide must be acccpte through some type of consensus. Consideration may be given to including :: updated and brief guide within the appendix for quick-reference purposes. Ho,• ever, il should be noted that the Ha:ardous Materials Classification Guide is nr a standard and it docs not seem appropriate to insert it as a recognized srand:,.;, Also, it is unnecessary to include Item i.2.2 since the software is the same as u guide. U.F.C. APPENDIX Item i07 A-ll-E-96--1-A.F.C.C. Approv; Appendix ll-E, page 1-419. Delete the exception to Section 2.1. Reason: The exception to Section 2.1 was not intended to e:r.cludc all co sumer products in consumer pnclc!ging. These products are found in large qua ti tics in warehouse; awaiting distribution as well ns in the var/ lnrge sur:><:rstor ruid they need to ex: included in the inventory to determine the occupancy cl:i.s· fieation. M :itcrials used in maintenance or janitorial tasks around !he occup:ir, could im·olve l:!.!'gc quantities depending on the size and type of the occupan e.nd the definition of minor maintenance. It seems proper to delete the cxccpti: and aUow t},c chief to exempt insii;nificant quantities if it is appropriate. Item 108 A·ll-F-96-1-Con.VJH.C.S. As Revised: Approval as Revis, Appendix li-F, page 1-432. Revise Section 4.1 as follows: 4.1 General. Protected aboveground tan.1<s shaJl be listed nnd shall r:-: the requirements e-f specified in U.F.C. Standard A-II-F-1 filill sbn1' labeled eccordin°Jv. Re.nsou: The committee voted to not delete the text "sh.:!11 Ix: listed and"' to appro,·e the r--!nuin1ng part of the proposal as submiru:d. The general consensus was that "listed" and "l.alx:lccf' have diITcr::nt :-; ings a.1d sen·c different purposes. The intent of this code change i: to ;l;>.rtl appli~tion of this section, which establishes t.'ic performance cntcna fo, tectcd abo,·.cground tanks in accorcbnce with U.F.C. Sta.nd:u'd A·Il·F-1. stand.ud docs not specify a listing but. rather, requires talx:ling of the pro: aboveground tank to show that it meets the performance criteria in the Sl:l: including any limiL.!tions. Item 109 A·ll-F-96-2-Con.VJH.C.SJT.T.1. App Appendix lJ-F, page 1-432. Revise Section 4.3 .as follovrs: CONSOLIDATED FIREPROTECTION INC. 6108 Avellida Ellcinas Suite A Carlsbad, CA 92009 (760) 431-9901 Fax (760) 431-9923 CALIFORNIA 641834 ARIZONA 99198 COLORADO 149 FWRIDA 724456000/ GliORGIA 02949 NEVADA 40282 NlilYMliXICD 34261 OKI.Al/OMA 582 OREGON 101574 SOUTH CAROJ.INA FS-1147 TEXAS SCR-0393 UTA(/ 291656-5501 lYASIIINGTON CONSOF/05217 RANDALL INTERNATIONAL FIRE PROTECTION PLAN l t --,, CONSOLIDATED FIREPROTECTION INC. 6108 Avenida Encinas Suite A Carlsbad, CA 92009 (760) 431-9901 Fax (760) 431-9923 CALIFORNIA 6418.14 ARIZONA 99198 COLOR,1//0 U9 FLORI/it\ 7U456000/ GIWRG/1\ 01949 NliVAl!t\ 41/Z,12 NliWM/i,WCO 34261 OKLAIIOMA 5,11 OR/WON 101574 SOUTH C,\ROLINA FS-1147 TEXAS SCR-039.1 UTMI 193656-5501 11',\S/IINGTON CONSOF/051}7 May 12, 1998 Colleen Balch, Fire Inspector Carlsbad Fire Deparl.menl Fire Prevention Bureau 2560 Orion Way Carlsbad, CA 92008 Re: Randall International Proposed 94,473 Square Fool Building Subj: Fire Proteclion Plan for 2885 Loker East, Carlsbad, CA Dear Inspector Balch: This Fire Protection Plan has been prepared by Consolidated Fireproleclion lnc. (CFl) al Lhe requcsl of Randall lnlemaLional, and is being submitted in support of U1cir application for building pennil. This reporl is presented in Lwo parls. Parl One contains an Analysis of HaL.a:rdous Male1ials and Occupancy Classillealion and Parl Two addresses Lhe rack system for the high-piled storage of combustible materials. The purpose of U1is report is Lo: 1. proyide a description of U1e proposed eonslruelion, occupancy, and use of U1e structure and U1e proposed use, 2. address the potential iire and lilc salcty huards associaled ,vilh the 5lruclure and the proposed use and 3. discuss the fire protection and lilc safely systems necessary Lo nriligalc the hazards and assure compliance wiU1 cunen~ codes and standards. APPLICABLE CODES AND STANDAJWS The following codes and standards will be used for this evaluation: 1994 Uniform Building Code (UBC), 1994 Uniform Fire Code (UFC), 1994 Mechanical Code (UMC), 1994/95 NFPA 13,231 and 231C. PART! ANALYSIS 0Jr HAZA.RDOUS MATERIALS AND OCCUPANCY CLASSU'ICATION. Based on the information provided by Randall lnlernational, the Hazardous Materials and Occupancy Classification Analysis presents a '·worst case·' scenario for boU1 storage and use of hazardous ma1erials. SLoragc quanlilics hm·c been overstated by an addilional 25 pcrcenl 10 accommodate li.llure growU1. Tlris report also addresses high-piled slorage ofplaslic bolUes, botUe caps and olhcr combusllble malenals slorcd on racks, as addressed m ParL 11. Nol all materials indicated will be on-silc al any one Lime, and nol all materials will be in use at any one Lime. The Lypes, quantities, and locations of materials indicated in this analysis arc based on infonnalion provided by Randall lntemalional. Any dillcrences between U1e types, quanlilies and local.ions of materials indicated and actual materials, quantities and locations arc U1c sole responsibility or Randall lnlcmalional. . , CONSOLIDATED Randall lnternational -Manufacturing Facility Page 2 of 8 FIREPROTECTION Use mu/ Occ11pa11cy INC. The proposed use for th.is stmcture office/administration, manufacturing of personal care products, storage of raw materials and finished product, a limited amount of research and development, silk screening, and trairunwlunchroom that will alternate as an assembly meeting room. Therefor, this building can be classified as a Group B, Group F Division l, Group S Division l and Group A DiYision 3 Occupancy. (Copies of occupancy descriptions attached) Hazardous materials that ,rill be found in the building, either as pmt of the production process or as a by-product of the production process may require "Special Use Fire Permits" -The Carlsbad Fire Department should be contacted for details and local requirements : Materials primarily include: Physical Hazard Materials Combustible Liquids 11, lll-A, lll-B Flammable Liquids 1-B, 1-C .flanunable Solids Water Reactives 2 Health Hazards Materials Corrosives Irritants Other Health Hazards Hazard Identification Placarding in accordance 1Yith UFC Standard 7<J-3 is required for the building and at entrances to rooms ,rhere hazardous materials are stored!used as follows: Health:3 Flanunablit:y:3 Reactivity: 2 Separation of incompatible (reactive) materials in stored in containers greater than or equal to 5 pounds or ½ gallon capacity must be physically separated by one of the following methods: Storage in approYed flammable liquids/hazardous materials storage cabinets Distance of 20 feet Noncombustible partition extending not less than 18" above and to the sides of the stored material. Open System Use The use of flammable liquids in open systems may require Class l Division l or 2 electrical wiring, equipment or devices, and local exhaust ventilation systems (f1amm.able/explosive Yapors/fumes/m.ists are to be maintained at least 25% belmr the LEL and LFL). Reference UMC and NEC. None of the materials identified in Table l -Summmy of Exempt Ai.nounts and Actual Quant1t1es of Hazardous Material are limited in quantity for indoor use ot storage by either the building code or the fire code as illustrated in Table 8001.13-H-Exempt .Amounts of Hazmclous Materials Presenting a Health Hazard M;L,dmum Quantities Per Control Area. (copy attached) Material Safety Data Sheet (MSDS) haye been obtained for all of the materials listed. Based on an analysis of the information presented in the MSDS, data received from Randall international and information retrieved fron1 the original materials analysis, it is clear that none of the exempt amounts allmved for anticipated increase of storage and use of these products ,rill be exceeded. Randall Inlcmalional -Manufacluring Facilily Page 3 ors CONSOLIDATED FIREPROTECTION INC. Table 1 -Sununruy of Exempt Amounts and Actual Quantities of Hazardous Material Note: Building is protected throughout by an automatic fire sp1inkler system and Fragrance.room is constmcted of one-horn· tire resistive constrnction as noted in th.is report under B11ildi11g Conslnicfion mid can be considered a control area. Cab.i:nds .in groups of three will be separated ~y l UU led. Combination Class I Flumnmblc &. Class ll Combustible Liquids .in Approved Cabinets: Tn Storage ln use Exempt Amount Actual Quuntity fa.empt Amount Actual t_1um1tity 480 448 gals 60 43 0<:cupam:y m.:cd not be classified us a Uroup 11 bnsed on the use or sllm1ge of Combinulion Class l Flammable & Class 11 Combustible Liquids, m approved tlammable liquid storage cabmets. Class Ill-A Combustible Liquids: 1n Storage 1n use Exempt Amount Actual Quantity Exempt Amount Actual Quantity (iCiO guls 355 lW Hi Occupancy need not be classitied as a Group H based 011 the use or storage of Class ID-A Comb. Liqmds Class ID-B Combustible Liquids: 1n Storage ln use Exempt Amotmt Actual Quantity Exempt Amount Actual Quantity unlimited n/u unlimited n/a Occupru1cy need not be class1tied as a Group H based 011 the use or storage of Class lll-1:J Comb. Liquids flammable Solids: 111 ~torag,.: Exempt Ammmt 2:>0 Actual Quantity 100 ill llSC Exempt Amount Actual Quantity 50 .13 Occupruicy need not be class1tied as a Group H based on the use or storage of Flammable 8olids Water Reactives 2: ln .Storngc Exempt Amount 100 lbs Actual Quantity 31.04 lbs Jn USC Exempt Amount 20 lbs Actual Quantity 1.375 lbs Occupancy need not be dassitied as a Group H based on the use or storage of Water R.eactives 2 Co1rnsives (sohds & Liqmd:.): 111 .Storngc Exempt /\mount Actual Quantity HJ,OOU lbs 21 lbs Occupru1cy need not be class11ied as a Urnup H lmtants (sohds & hqu1ds) ln .Storage Exempt Amount Actual Quru1tity 2U,OOO lbs 13,328 lb::: Occupancy need not be classitied as a Group H Other Health Hazru'lls:(Soh<ls & L1quitls) .Ln .Storage Exempt Amount 10,000 lbs Actual Quru1tity 120 solid lbs 1000 gals 774 gals Oc<:upam:y needs lo be classified us a Uroup 11 ... ln use Exempt Amount 2,000 lbs Actual Quantity .C1U lbs based on the use or storage or Co1rns1ves 1n USC Exempt ./\:mount Actual (.?uant1ty 10,tJ!JtJ lbs 1,2:::U lbs based on the use or storage of hntants 111 USC Exempt J\mom1t Actual Quanllty 2,000 lbs 7 solid lbs 1,000 gals 340 gals based on the use or stornge of llcallh Hazards t ,.1. Randall Intcmalional -Manufacturing Facility Pagc4 of8 CONSOLIDATED Tubk 1 (cont) FIREPROTECTION INC. SensilLL<.:r:; (svlids & liquids). Tn S tornge ~ Exempl Amount Acllml Qtumtily Exempt Amount Acttuil (,_/uantity JU, 000 lbs 131 2,000 lbs 7 lbs Occupancy need not b..: classified us a Group 11 based on the us<.: or storage oi S..:nsitizers The specific manufacturing processes associated with this product include the following: Silk Screening -Snml1 plastic bottles are labeled using a silk screening process. There are presently nine M-25 silk-screening machines. lf all nine machines are running simultaneously 54 ounces of ink would be processed per shift. The ink used in the process is nonflanunable. Small concentrates of thiirner are combined with the ink and is stored in a 11ammable liquid cabinet The Novax and the A-10 machines each use 10 ounces of ink per shift. The Hanvell uses 6 ounces of ink per shift. lf all machines were rumtlng two shifts, 160 ounces of ink would be processed. Silk-screening currently is not at this level of production but the worst case scerorio is described in order to mitigate any possible hazards. Future build-out will .include 14 M25 machines, 2 Nova'\S, l Harwell and l lip balm press. The lip balm press should use no more than 6 ounces of ink per day. (quantities of materials are shown above in Table !- Summary of Exempt Amounts and Actual Quantities of Hazardous Materials) Manufacturing Process of Home Care Products COMPOUNDING Raw materials having a 10(% concentration of i1ami11able/combustible materials, irritants, sensitizers, carcinogens or other health hazards are ntlxed in 6 separate closed mixing tanks: · .. • l) 1000 gals l) 700 gals 1) 500 gals l) 330 gals l) 220 gals l) 100 gals 3 Open mixing tanks: 1) 200 gals l) 180 gals 2) 100 gals l) bath salts mixing tank Future closed mixing tanks -1) 100 gals 1) 500 gals Based on the above descriptions of the processes and operations to be performed, this facility ,rill be considered primarily as a Group F, Division l, Group S, Division l, Group A Division 3 and Group B Occupancy. (1994 UBC, Section 306, copy attached). This classification is based prit1mrily on 47,862 square feet warehouse stornge of raw materials and finished products 20,994 square foet manufacturing process being performed and a 25,617 square feet office area. JJuildin~ Construction The project consists of new construction of a shell building. Future proposed tenant unproyements are considered for evaluation of the intended use of the building. The structure will be classified as Type V-N COJ1Struction, fully sprinklered, two story, concrete tilt-up building with a maximum height of 35 feet. All concrete shear panels shall have 5/8 Type X Gypsum board. All full height walls at the Fragrance, Compounding, filling and silk screening areas shall be 61 16 gauge metal studs and -16' on center with 5/8 Type X Gypsum board on each side. The Fragrance room is also enclosed by a one-hour lid creating a control area. All interior walls at first i1oor shall be 6' 20 gauge metal studs and 16' on center with 5/8 CONSOLIDATED Ra11dall Inlcmational -Manufacturing Facility Page 5 of8 FIREPROTECTION Type X gypsum board on each side. The lirsl Hoor will be classified as a Group A-3, INC. Lrnini.ng/lunchroom, Uroup B, ollicc, lab, lobb), arl deparUnenL and sill, screening prinl shop and Group F Division 1 occupancy, warehouse and manufacluring. The second slory is a mezzanine and \\'ill be classified as a Group B occupancy, omcc/administra!ion, exercise and conlcrcncc rooms. All inlclior walls al mezzanine shall be 3 5/8' 20 gauge metal studs and 16' on center w:iU1 5/8 Type X gypsum board on each side. The building is located on the properly bounded by a minimum of 60' setbacks on all sides and therefore arc not required to be lire-rated. The area of any one -or Lwo -story building or Groups A, B a11d F Division 1 occupnncy shall 1101 be limited if the building is provided with an automatic sprinkler system Urro4gl1out and entirely surrounded and adjoined by public ways or yards not less U1an 60 feel in widlh as per 1994 UBC seclion 505.2 -Uulimilcd Arca (copy auached). Tables 6-A and 5-A in the 1994 UBC oullinc fire resistive construction requirements. Based on a Gro1,1p .F-1, S-1 occupancy classification and Type V-N consu·uclion classification, U1e only structural clements that arc required lo have a fire resistive rating arc shall enclosures, of which U1crc arc none in Uris building. Fire and Lile Sa/etv Hazards Hazardous 1\Jaterials In general, !he primary hazards presented by the materials that will be slorcd and used in this struclurc arc hcallh related malcrials such as mild irritants (soap). One exception is the thinner used to mix occasionally with Lhe non-llammable inks in U1c silk screening process. The maximum quanlily stored al any one lime is less Llinn 10 gallons and Lile maximum quantity used at one Lime is one gallon. The ntixcd containers as well as Ll1c 1 gallon size cans arc stored in a llanuuablc liquid storage cabinets. Processed Related Hazards andlgnilion Sources There arc no process related problems or ignition sources presented. f,1RE PIWTECTJU,V1'LJFE :::i'.4FET1-RE<,JUIREl1JENTS Fire Suppression, Detection and Alarm :::i)'stems As previously staled, U1c maximum allowable 1loor area rcquircmcnls for L11is building resull in a need for foll sprinkler protection. Utilizing U1c 1994 edition or NFPA 13 (copies of selected sheets allachcd), The splinklcr design requirements arc dcLermincd as follows: Manufacturing Arca/Rack Sloragc Arca (sec Part 11-Rack Storage ofMalc1ials) Occupancy: Group f-1, Uroup S-1 Hazard Classilication: Extra HaLard Group 1 Design Density: .5 GPM pcr/2000 sf. Ollicc, Con.lcrcncc, Exercise, Training/Lunch room/ areas: Occupancy: Grqup B Hazard Classification: Light Hazard Design Density: .10 gpm per s.1:/1500 s.1: I \ ,,Y Randall International -Manufacturing Facility Page 6of8 CONSOLIDATED FIREPROTECTION Fire Suppression, Detection and Alarm Systems (cont) INC. The building will be prodded with a wet pipe sprinkler system designed lo provide 0.50 over 2000 sq. ft. in order to anticipate increased manufacturing and slorngc abilities for folure expansion. Calculations \,ill be provided lo veril)' Uiat U1c required application density can be provided over U1e larger design area. · The code contains 110 requirements for standpipes or lire detection/alarm systems in U1is building. Exi fing1Lgress The exiting system will be relleetcd in the tenant improvement. A tentatiYe plan is available upon request. The building pennil is for U1e building shell, only. A tcntathe tenant improyement plan and re,isio_ns Lo U1e location of ollice locations \Yill be submiued along with a revision lo Ulis report. The basic layout of the building is in confonnance wilh U1e exiting and egress requirements of Arliclc 10 ofU1e 199.J. UBC. No point in U1e building is U1cre more U1a11 250 feet travel distance from an exit. All exit doors arc at least 3 feet wide and proper exit signs OYer each exil doonrny will be provided. General fire Protection • No smoking wiU be pennilled in the building. • Good housekeeping will include a daily routine of storing all 11anuuable/combustiblc liquids in an approved l1arnmablc liquid storage cabinet. 0 All employees \\ill recciyc special training on U1e use of portable lire extinguishers of the type to be provided in U1is building. o An evacuation plan will be in place. 0 Exil doors \\ill be maintained unobstructed and will be opened \\ ecldy to ensure their operation. 11 Exil signs \,ill be kept illuminated while lhc building is occupied and Lile emergency lighting system will be checked monthly. " Sprinkler system \\ill be inspected and tested quarlerly and certilied every live years. PART ll RACK STORAGE 0.F MATERIALS Porlions of Ulis facilil), greater U1an 500 square !eel in area, will be used as a high-piled 5torage area or raw materials and finished goods and will require a ··special Use Fire Pennie as per Section 8101.3.1, Article 81 of the 1994 Unifonn Fire Code. This reporl details U1e local requirements or the Carlsbad Fire Department, Fire PreYcnLion Bureau. The empty bolllcs storage area con lain:, lrce !lowing, Group A plastics. Per section 8-1.2 of the UFC Standard 81-2, Group B plaslics and free 110\\ing Group A plastics shall be protected the same as Class IV commodities. The filled bollle area contains plastic bottles lillcd wiU1 non-llaiumablc liquids such as soaps, detergent, and nonl.1ammable pharmaceulicals in plastic conlainers and shall be protected as Class llI commodity. Slorage array will be based upon pallel racks ananged in single and double rows, 6" flues and 12 fl. aisle widU1s. An approved melhod for maintaining the transycrse llu~ space shall be in place for final approval. ') CONSOLIDATED FIREPROTECTION Randall International -Manufacturing Facility Page 7 of8 INC. SPRINKLER CALCULATIONS Utilizing the UFC Standard 81-2 U1c sprinkler design densities arc determined based on U1c following infonnation: Aisles Height of Storage Type of Rack Commodity Class Ceiling Height OPTION #1 = .50/2000 plus 2 levels ofin-rack sprinklers 12 Feel Up Lo 25 Feet Single and Double Rovv Class IV (free ilowing group A plaslics). 33' The distance from the Lop of storage to U1e ceiling sprinkler dcilcctors shall be not less Uian 18 in. Sprinkler coverage wiUlin 15 feel ofracks will be U1c sau(c as that proyidcd over the rack storage area. Per table 6-13.1 ofUFC Standard 81-2, w1-cncapsulated class IV commodities arc pcnnittcd Lo be stored in-racks over 20 ft. up Lhru 25 ft. in height and aisles wider than 8 IL, wiU1 U1c inclusion of2 lc\'cls of in-rack sprinklers. Per Table (i-11.l(d) for storage arrays wiU112' aisles, the prescribed ceiling density (fig. d, Curye E) would be .495 GPM over an area of 2000 sq.fl. (Row1dcd up Lo .5/2000) OPTION #2 = Early Suppression li'ast Response no in-rack sprinklers Ultra K-25 ESFR Low pressure sprinkler heads are designed to meet high challenge fire hazards while eliminating the high pressure requirements of K-14 ESFR's and the need for in- rnek sprinklers. The required pressure for a 35 foot maximum building height with a maximum storage height at 30' building is 30 PSL The maximum det1ector distance is 18" and the reduction in pressure can make installation more cost effective with smaller easier to install pipe. (Copy of manufacturer's specifications attached) ACCESS ROADWAYS Access roadm1ys will be provided and maintained ,-rithin 150 ft of all portions of the e:\.ierior. ,-ralls of the buildmg. ACCESS DOORS Access doors for emergency response ,-rill be proYidec.1 at approximately every 100 lineal feet of the exterior walls of the high-piled storage areas. Key to be arnilable i1r Knox Box located al the front entrance. CURTAIN .BOARDS/;i.MOKE AND HEAT VENTS Pursuant Lo Carlsbad Fire Department policy, we request pennission lo omit drall curtain boards Lllis warehouse facility other Lhan arow1d L11e perimeter of the ESFH. system. This request is based on the rcccnllY approyed code change. (copy of 19% Annual Report of U1e UFC' Code De\'clopmcnt a11achccl). SMALL HOSE CONNECTlONS Small hose conncclions from adjacent O\'erhcad sprinkler system will be installed so Uiat one hundred li::cl of hose "·ill reach any part of lhc building. IL is requested U1aL Lhe hose, nozzle and rack requirements be waived. We do not recommend that employees Lo take time to ll)' CONSOLIDATED Randall Inlemational -Manulaclming Facilily Page 8 of8 FIREPROTECTION and fighL a fire wilh 1-1/2 inch hose lines in high pile sLock areas. This is a dangerous lire INC. lighLing procedure. The presence ofU1is hose only tempts employees to engage in lire fighting when U1cy should be directing their energies lo U1c evacuation from U1c building. To summarize our request lo omit lire hose cquipmcnL: • Fire Departments carry their 0\\11 hose packets and arc generally trained not use Uris cquipmcnl. Employees are directed specifically not to use th.is equipment, but to evacuate the building. • Liability risks, if employees do use this equipment and arc ittjurcd or killed. • Maintenance of the equipment is difficult. As this building is fully protected with sprinkler systems which ,rill contain the fires \Yithout the first aid 1-1/2 inch hose lines. Fire extinguishers arc provided for small incipient fires. CONCLUSIONS Based on the code research conducted in support of U1c development of U1is lire protection plan, and the recommendations provided herein, it is our opinion that U1is facility will be in full compliance with the 199-1 editions of the Uniform Building Code and Uniform Fire Code as they relate to the described use and occupancy. We feel this fire protection plan is complete and provides an adequate level of lire and life safety for the occupants of the building. If, allcr reviewing U1is report, you have any questions or comments, or you arc in need of furU1cr information, please do not hesitate to contact 111e. We look forward to ,vorking with you to resolve any issues that may arise, and ,..,.ill be awaiting your response. Thank you. Sincerely, ~fat,, Duryl K. Jumt; , /4&6-- Director, Consulting Services cc: Clu-is Turner -Randall International JclT Erickson, Ridianl Yen Architects ATTACHED COPLES ' ... 302.4--303.1.1 1994 UMIFORM BUILDING CODE may be further reduced to one hour where the area of such Group S, Division 3 Occupancy does not exceed . ~.000 square fe.!)t (1,79 m2). , . · . . ··:: _3. In the one-hour ~ccupancy separation between Group R, Divisions {for SFMJ 2.1, 2.2, 2.2.1 and 3, and Group U Occupancies, the separation may be limited to the installation of materials approved for one-hour fire-resistive construction on U1e garage side and a self-closing, tight-fitting solid-wood door 13/s inches (35 mm) in thickness, or a self-closing, tight-fitting door having a fire-protection rating of not less than 20 minutes when tested in accordance with Part II of U.B.C. Standard 7-2, which is a part of this code, is permitted in lieu of a one-hour fire assembly. Fire dampers need not be installed in air ducts passing through the wall, floor or ceiling separating a Group R, Divisions [for SFM] 2.1, 2.2, 2.2.1 and 3 Occupancy from a Group U Occupancy, provided such ducts within the Group U Occupancy are constructed of steel having a thickness not less than 0.019 inch (0.48 mm) (No. 26 galvanized sheet gage) and have no openings into the Group U Occupancy. 4. Group H, Division 2 and Group l-1, Division 3 Occupancies need not be ~cparatcd from Group H, Divi- sion 7 Occupancies when such occupancies also comply with the requirements ror a Group H. Division 7 Oc-' cupancy.' 302.5 Heating Equipment Room Occupancy Separation. In Groups A; B; E; F; I; M; R, Divi- sion I; and S Occupancies, rooms containing a boiler, central heating plant or hot-water supply boil- er shall be separated from the rest of the building by not less than a one-hour occupancy separation. EXCEPTIONS: 1. In Groups A, B, E, F, I, M and S Occupancies, boilers. central heating plants or hot- water supply boilers where the largest piece of fuel equipment does not exceed 400,000 Btu per hour (117.2 kW) input. 2. In Group R, Division 1 Occupancies, a separation need not be provided i'ur such rooms with equipment serving only one dwelling unit. In Group E Occupancies, when the opening for a heater or equipment room is protected by a pair of fire doors, the inactive leaf shall be nonnally secured in the closed position and shall be openable only by,!he use of a tool. An astragal shall be provided and the active leaf shall be self-closing. In Group H Occupancies, rooms containing a boiler, central heating plant or hot-water supply boiler shall be separated from the rest of the building by not less than a tv10-hour occupancy separa- tion. In Divisions 1 and 2, there shall be no openings in such occupancy s•:paration except for neces- sary ducts and piping. · For opening in exterior walls of equipment rooms in Groups A, E or 1 Occupancies, see Section 303.8. 302.6 Water Closet Room Separation. A room in which a waler closet b located shall be sepa- rated from food preparation or storage rooms by a tight-fitting door. ! • ,;, : : SECTION 303 -REQUIREM_ENTS FOR GROUP A OCCUPANCIES 303.1 General._·,_·, :•. -) 303.1.1 Group A Occupancies defined. Group A Occupancies include the use of a building or structure, or a portion thereof, for the gathering together of 50 or more persons for purposes such as civic, social or r~ligious functions, recreation, education or instruction, food or drink consumption, 11 tX awaiting transportation [for SFM} or motion picture produrtion studios, sound stages and ap- LC proved production facilities with live audience stages. A room or space used for assembly purposes by less than 50 persons and accessory to another occupancy shall be included as a part of that major occupancy. Assembly occupancies shall include the following: II X [SFM 3195) Amendment to Section 303.1.J becomes effective July 1, 1997. Division 1. A building or portion of a building having an assembly room with an occupant load of 1,000 or more and a legitimate stage. Division 2. A building ·or portion of a building having an assembly room with an occupant load of less than 1,000 and a. legitimate stage. . Division 2.1. A building or portion of a building having an assembly room with an occupant load of 300 or more without a legitimate stage, including such buildings used for educational purposes · and not classed as Group B or E Occupancies. 1-26 JANUARY 2, 1997 1994 UNIFORM BUILDING CODE 303.1.1-303.2.2.1 7 Division 3. A building or portion of a building having an assembly room with an occupant load of I . . less than 300, without a legitimate stage, including such buildings used for educational purposes and · not classed as Group B pr E Occupancies . .· .. : . · ...... _. . ·'·.· .. ··.i ,',": -:)-__ : .·~----: ./, ,· .. .' Division 4. $tadiums, reviewing.stands and amusement park structures not included within other Group A Occupancies. Specific and general requirements for grandstands, bleachers and reviewing stands are to be found in Chapter 10. 303.1.2 Occupancy separations. For occupancy separations, see Table 3-B. 303.1.3 Amusement buildings. Amusement buildings shall conform with the requirements of this code for their occupancy classification in addition to the provisions set forth in Sections 408, 904.2.3 and 1013.6. EXCEPTION: Amusement buildings or portions thereof which arc without walls or a roof and constructed . to ~r.eve~\ the ~~cumu)ation of smoke in assembly areas. 303.1.4 [For SFM] Fixed guideway transit systems. Fixed guideway transit system buildings shall conform to the requirements of this code for their occupancy classification in addition to the provisions set forth in Section 414A. [SFM 8/95] Section 303.1.4 becomes effective July 1, 1997. 303.1.5 [For SFMJ Subterranean spaces for winery facilities in natural or manmade caves. For fire and life safety requirements, see California Fire Code Article 41. [SFM 10195} Section 303.1.5 becomes effective July 1, 1997. 303.2 Construction, Height and Allowable Arca. 303.2.1 General. Unless otherwlse specified in this section, buildings or po11ions of buildings· classed in Group A Occupancy, because of the use or character of the occupancy, shall be limited to the types of construction set forth in Table 5-B, and shall not exceed in area or height the limits spe- cified in Sections 504, 505 and 506. ~ t HL ~ A L ~ t ~ t A L 303.2.2 Special provisions. The roof-framing system for the roof-ceiling assembly in one-story portions of buildings of Type I II One-hour, Type Ill One-hour or Type V One-hour construction may be of unprotected construc- tion when such roof-framing system is open to the assembly area and does not contain concealed spaces. Stages and platforms shall be constructed in accordance'with the provisions of Section 405. The slope of the main floor of an assembly room shall not exceed the slopes permitted in Section 1007. Group A assembly rooms having an aggregate occupant load of 1,000 or more shall not be localed in a basement, except basements in buildings of Type I or Type II-F.R. construction. Gymnasiums and similar occupancies may have floor surfaces constructed of wood or unpro- tected steel or iron. · In gymnasiums having an area not greater than 3,200 square feet (297 m2), I-inch (25 111111) nomi- nal thickness tight tongue-and-grooved boards or 3/4-inch (19 mm) plywood wall covering may be used on the inner side in lieu of fire-resistive plaster. For attic space partitions and draft stops, see Section 708. {i 303.2.2.1 Division 2.1 provisions. Division 2.1 Occupancies with an occupant load of 1,000 or more shall be of Type I, Type II-F.R., Type II One-hour, Type III One-hour or Type N construction, except that the roof-framing system for one-story portions of buildings of Type II One-hour or 1ypc III One-hour construction may be of unprotected construction when such roof-framing system is JANUARY 2, 1997 ,· ,·· • • • • t ... :-.; ··>:.: · .. ·::: ._,·.:1_ •. ,,1. 1-27 . :., .. -.:.( ' 1994 UNIFORM BUILDING CODE 303.8-304.1 openings in another story or if less than 10 feet (3048 mm) from other doors or windows of the same building shall be protected by a fire assembly having a ihrec-fourths-hour fire-protection rating. Such fire assemblies shall be fixed, automatic or self-closing. For heating equipment occupancy separatio~ see Section 302.5. 303.9 Fire Alarm Systems. An approved fire alarm system shall be installed as set forth in the FireJ~<;>d~ in Group.pt, Divisio_ns 1, 2 and 2.1 Occupancies. ··' ,, ,• . .. . : For amusement building alarm systems see Section 408.5.1. 303.10 [For SFMJ '.P~blic Address System. Pursuant to lkalth and Safety Code Section ~ ~ 13108.9, a public address system with an emergency backup power system· shall be required/or all ~ I: buildings or structures constructed on or after July I, 1991, which are intended for public assem-A L blies of 10,000 or more persons. c L fuisting buifdi,;gs ~~structures intended/or public assemblies of) 0,000 or more persons, which, ~X~ [~LL 011 or aft.er January 1, 1991, have or subsequently have installed a pi,~! ic address system, shall have A an einqgency backup P,OWer system for the public address system . Ii • l • ; • ' • ~ . . . ., SECTION 304 -RE.QUIREMENTS FOR GROUP B OCCUPANCIES 304.1 Group .B _QcCUJ?_ancics Dcfinc_d. Group B Occupancies shall include buildings, structures, or portions thereof, for office, profes- sional or service-type transactions, which are not classified as Group H Occupancies. Such occu- pancies include occupancies for the storage of records and accounts, and eating and drinking establishments with an occupant load oflcss than 50. Business occupancies shall include, but not be limited to, the following: · 1. Animal hospitals, kennels, pounds. 2. Auto~obii~ a~~fothcrn10tor°vehicle showrooms. 3. Banks. .... .. ..... 4. Barber shops. 5. Be;mty shops. . . I , ; J, •• • r '• 6. Car washes. 7. Civic administration. • I •• 8. Outpatient clinic and medical offices (where five or less.patients in a tenant space are'incapa-· ble of unassj~ted_ self-presqrva.tio11). 9. Dry cleaning pick-up and delivery stations and self-service. 10.·Educational occupancies above the 12th grade. 11. Electronic data processing. -12. Fire stations) · · · 13. Florists and nurseries. @ Laboratories..::..tcsting and research. 15. Laun~ry pick-up and delivery stations and self-service. 16. Police stations . • , i • , •• ~ I 17. Post offices. @;Print, ~)1ops.. . 19. Professional services such as attorney, dentist, physician, engineer. ... : 1-29 . . . ~ ... : f~,?;~:.:i:/~f~-:-ir.~~-~ .. .. , •', .... ~ .. 305.9a-306. 1 1994 UNIFORM BUILDING CODE X The following California sections replace the corresponding model code sections for applications specified by law for X the Office of the State Fire Marshal. . . II 1--~ 305.9a [For SFM] Fire Alarm Systems. A state fire marshal-approved and /istedfire alann sys-t c tern conforming to the California Electrical Code shall be provided for all Group E Occupancies 11 1:LL ~ with an occupant load of 50 or more persons or containing more than one classrom. When more c than one fire alarm control unit is used at the school campus, they shall be interconnected and shall I: ~ operate all indicating devices. t ~ EXCEPTION: Interconnection of fire alann control units is not required when: L ~ J. Buildings that are separated a minimum of20feet (6096 mm) and in accordance with Chapter 5; and I: ~ 2. There is a method of communication between each classroom and the school administrative office ap-:b.-~ proved by the fire authority having j11risdic1io11. I: ~ . In buildings containing Group E Occupancies provided with an automatic fire-extinguishing sys- [ ~ tern or detection system, the operation of such system shall automatically activate the building fire L ~ alarm system, which shall include an alarm mounted on the exterior of the building. ~ See Chapter l O for smoke-detection requirements. ~ For installation requirements, see the Fire Code. 111:L ~ 305.9.Ja [For SFMJ School Fire Alarms. Except as provided in Section 305.9a, every building 5; used for educational purposes, regardless of occupancy classijicatio11, shall be provided with an I: c approved fire alarm system conforming to the Califomia Electrical Code. This prol'ision shall ap-l ~ ply to, but shall not necessarily be limited to, every elementmy school, high school, com1111111ity col- l c lege, college and universil)i L ~ EXCEPTION: Privately owned trade or i•ocational schools or any firm or company which provides ed11ca-l A tionalfacilities and instructions for its employees. Ii ~ [SFM 9/95] Amendments to Sections 305.9a and 305.9.Ja become effective July 1, 1997. t X 305.10 [For SFMJ Roof Coverings. Buildings housing Group E Occupancies shall have a roof I: >; covering as specified in Section 1503. LL ~ 305.11 [For SFM] Space Heati11g Applia11ce Location. Gas, liquid or solid-f11el-b11rning heat-!: ~ ing appliances in Group E Occupancies shall not be located closer than JO feet (3048 mm)from any Lt A required exit where only one exit is provided. C . l ~ 305.12 [For SFMJ Exi~ting Group E Occupa11cies. Existing buildings housi11g Group E OcCLt- L I: ~ pancies established prior io the effective date of these reg11lations may have their 11se continued if ~ they conform or are made to conform to the provisions of these regulations to the extent that life L ~ safety agai11st the hazard of fire, panic and explosion is provided. Additional means of egress, the I: A installation of automatic sprinkler systems, area separations, automatic fire alarm systems or other I: X life-safety measures may be required to provide life safety from fire. ti: X It is the intent of this section that every existing occupa11cy need not mandatorily conform or be X made to confonn with the requirements for new construction. Reasonable judgment in the applica- L X tion of requirements must be exercised by the enforcing agency. SECTION 306 -REQUIREMENTS FOR GROUP F OCCUPANCIES 306.1 Group F Occupancies Defined. Group F Occupancies shall include the use of a building or structure, or a portion thereof, for assembling, disassembling, fabricating, finishing, manufactur- ing, packaging, repair or processing operations that arc not classified as Group H Occupancies. Pac- tory and industrial occupancies shall include the following: Division 1. Moderate-hazard factory and industrial occupancies shall include factory and imlus- trial uses which arc not classified as Group F, Division 2 Occupancies, but arc not limited to facili- ties producing the following: 1-34 J,\NUARY 2, 1997 '' . .: ~-. _ _. ~ ... •. . ; .... .. ,.'::'::;:. ':( ;:·:-\t/·:,,' ·. ·.: . ·· .. 1994 UNIFORM BUILDING CODE 306.1 1. Aircraft. 2. Appliances. 3. Athletic equipment. 4. Automobiles and other motor vehicles. 5. Bakeries . 6. Alcoholic bev~rages. 7. Bicycles. 8. Boats. 9. Brooms and brushes. 10. Business machines. 11. Canvas or similar fabric. 12. Cameras and photo equipment. 13. Carpets and rugs, including cleaning. 14. Clothing. 15. Construction and agricultural machinery. 16. Dry cleaning and dyeing. 17. Electronics assembly. 18. Engines, including rebuilding. 19. Photographic film. · 20. Food processing. 21. Furniture. 22. Hemp products. 23. Jute products. 24. Laundries. 25. Leather products. 26. Machinery. 27. Metal. 28. Motion pictures [for SFMJ production studios, sound stages and approved productionfacili-Xe LLL 11 ties and television filming and videotaping. 29. Musical instruments. 30. Optical goods. 31. Paper mills or products. 32. Plastic products. 33. Printing or publishing. 34. Recreational vehicles. 35. Refuse incineration. 36. Shoes. @Soaps and detergents. 38. Tobacco. JANUARY 2. 1997 .. 1-35 'J :·'.,." • I 310.16.3-311.1 1994 UNIFORM BUILDING CODE c (3) Transfers to a mortgagee by a mortgagor in default, trcinsfers to a beneficiary of a deed of t: ~ · trust by a-trustor in default, transfers by any foreclosure sale after def a ult, transJ;;rs by any foreclo- 1-· ~ : sure sale after default in an obligation secured by a mortgage or transfers by a sale under a power of : ~ . saltrafter_ a d_efault in an obligation secured by a deed of 1 rust or secured by any other instrument .. : ~ . COIJ((lining a power of sale. , , . . ~: ~ · . · (4~ Transfers by ~fiduciary in the course of the administration of a decedent'.'" estate, guardian- -· ~ , ship, conservators/up or trust: . · ~··; (5) Transfers from one co-owner to one or more co-owners. t: X '. . (6). Tr<_1nsfe_rs made to a ~p~use, or to a person or persons in the lineal line of consanguinity of !-: ~ , on~_ or ".wri:. of the t!·ansferors. . ! A · (7) Transfers betll'een spouses resulting from a decree of dissolution of a marriage, from a de- t: ~ cree of legal separation, or from a property settlement agreement incidental to either of those de- L; A crees. · I IC• :-! ~ ·; (8) Transfers by the colltroller in the course of administering the Unclaimed Property Law pro- __-; c .. : videdfor ill Chapter 7 (commencing with Section 1500) of Title JO of Part 3 of the Code of Civil l:: f: PrqC;t;dure. ::. : .. ' ·' ..,. . : !-· X: (9) Transfers under the provisions of Chapter 7 (commencing with Section 3691) or Chapter8 : c; (comnumc;ing_w}th Section 3771) of Part 6 of Division 1 of the Revenue and Taxation Code. t / ~; · ( e) No li~bilitiislwll arise," or any action be brought or maintained against any a gem of any party I-; X. to a transfer of title, including any person or entity acting in the capacity of an escrow,forany error, : ! c: inaccuracy or omission relating to the disclosure required to be made by a transferor pursuant to :' r this section. However, this section does 1101 apply to a licensee, as defined in Section 10011 of the [: <:;: i Business and Professions Code, where the licensee participates in the making of the disclosure re-l:: e: quired to be made pursualll to this section with actual knowledge of the falsity of the disclosure. . ~: (jj &~~pt.as oti1~rwis~ provided in this section, this section shall 1101 be deemed to create or im- . c · ply a duty upon a licensee, as defined in Section 10011 of the Business and Professions Code, or . ~, ~; upon any agent of any party to a transfer of title, including any person or elllity a,:ting in the capac- ' .. c: ity of an escrow, to monitor or ensure compliance with this section . . A· , ,. ... . : ! x-:'. .(g) /yo (~~IISfer of tit/e shal/_be invalidated OIi the basis of a failure to comply With this section, ~ 1 X. and the exclusive.reme_dy for the failure to comply with this section is an award of actual damages F: xi /IOI (0 excee<!, $1Q0.00, ex~lusf~e of any court costs and attorney's fees. : : X.:' (h) l/.Jcal·ordinances requiring smoke detectors in single-familj,'dwelli11gs may be enacted or ·' ~ :. ame11ded. However, the ordi11a11ces shall satisfy the mi11i111um requirements of this section. · E · ~: (i) For the purposes of this sectio11, ·"si11g/e-family dwelli11g" does not include a mamifactured ~ A·: home as defined in Health and Safety Code Sectio11 18007, a mobile home as defi11ed in Section :; f.: 18008, or a commercial coach as defi11ed in Section 18001.8. f · g; (j) This' se_qtion.~hail 11~~ apply rJ the installation oj smoke detectors in dwellings inte11dedfor !-; ~:i human qcc!fpqncy, as defined a!1d regulated by Section 13113.7.ofthe Health and Safety Code, as : , A~ added by Senate Bill No.; 1,448 in the 1983-84 Regu(ar Session . .,• • ' • 0 I f I O ~. • • SECTION 311 -REQUIREMENTS FOR GROUPS OCCUPANCIES 311.1 Group S Occupanc.ics Defined. Group S Occupancies shall include the use c,!· a building or structure; or a portion thereof, for storage not classified as a hazardous occupancy. Storage occu- . pancies sh~ll include the _following: _ ~ Division 1. Moderate hazard storage occupancies shall include buildings or portio11s of buildings : used for storage of combustible materials that are not classified as a Group S, Division 2 or as a ' Group H Occupancy. 1-54.14: .. . • •:. . ~ .. . .. . ·:' : .::·/ ... l ~ I J ...... "}~i~ ....... :-: .:;~~: .. · ··-r-?:·~ ~-:'-;! ........ : : ~ .· '1994 UNIFORM BUILDING CODE 311.1-311.2.2.1 Division ·2. Low-hazard storage occupancies shall include building~. structures, or portions thereof, used for storage of noncombustible materials, such as produ,;ts o I W( iod pallets or in paper cartons with or without single-thickness divisions, or in paper wrappi 1gs and shall include ice plants, power plan($ and pumping plants. Such products may have a negligible amount of plastic trim such as knobs, handles or film wrapping. Low-hazard storage occupancies shall include, but ar~.~or limited to, storage of the following items: 1. Beer or wine (in metal, glass or ceramic containers). 2 •. Cement in bags .. ·3:'cold storage and creameries. 4:. Dairy products in nonwax-coated paper containers. 5. Dry-cell batteries. 6:-Dryers . . 7. Dry pestici_des in.~_bujlding not classed as a Group H Occupancy. 8. Electrical coils. · · ·. 9. Electrical insulators. . .. 10. Electrical motors . . 11. Empty cans .. , : 12. Foods in noncombustible containers. 13. Fresh fruits·in nonplastic trays or containers. 14. Frozen foods·. 15. Glass bottles (empty or filled with nonflammable liquids). ,. . ,•. . . ··1· · · 16. Gypsum bo~~d .. · · "· 17. Inert pigments. 18. Meats."' ' . ' 19. Metal cabinets. 20. ·M~tal furniture. 21. Oil-filled distribution transformers. 22._ Stoves:\ .. , ,23. Washe~. , . Division 3. Division 3 Occupancies shall include repair garages where work is limited to exchange of parts and maintenance requ/ring no open flame or welding, motor vehicle fuel-dis- pensing stations, and parking garages not classed as Group S, Division 4 open parking garages or Qroup U private garages. · ·-i • • .•.. ,, , .• For the use of flammable and combustible liquids, sec Section 307 and the Fire Code. Division 4. Open parking garages per Section 311.9. D~:visio~ 5. Airc~aft hangars where work is limited to exchange of part:; and maintenance requir- ing no open flame <;>r w~lding and hclistops. · . . . . . . For occupancy s7J?arations, see Table 3-B. 311.2 Construction, Height and 'Allowable Arca. 311.2.1 General. Buildings or parts of buildings classed in Group S Occupancy because of the use or character of the occupancy shall be limited to the types of construction set forth in Table 5-B and shall n_ot exceed, in area or height, the limits specified in Sections 504, 505 and 506 . . :I' • . . 311.2.2 Special provisions. 311.2.2.1 Group S, Division 3 with Group A, Division 3; Group B; Group Mor R, Division 1 ffor SFM] or 2 Occupancy above. Other provisions of this code notwithstanding, a basement or 1-54.15 . . . <·: CL AL i!:& .... ~ . ; .: •. :·· . • • • .:. "••I :-:,~· ··: ··: .. ·.·. . · ... · .. : ' •, • . • It :L... .·· .· ""'II)., .. ·.:::··.: LiL::~}/{l· ~ . ·. ~ ,. ..................... ....... ,.._ .. _:· la •·-----·~· ... . . . . . ·--·· .... · · .. . ··. · .. ~ ,. ... -: .:: . \I:. I '-· J' .. Q· ··. :·· .... .,,.,• .. · ....... -...... :_ •, --.. ·-·-·· .... -~--··----------------·---~-;·._ .. __________________ .. ___ .. -------------------------- .1.994 UNIFORM BUILDING CODE 504.6.3-505.1.3 .. . ·.·sides.of t_h~ are.a sep· aration wall. op· enings ~ithin s~c.h widths shall be p,rotect~d by fire assemblies·having. ( .':_:· :> · . : : · a fire-protection rating of not less· than three-fou_rths hour. · · : 504.6A Termina_ting. · Area separation walls shall e?(tend verti~ally from.the foundation to a point . . . . .· · at ieast 30 inches (762 mm) above the roof.. . EXCEPTIONS:'°!. Any area separation wall may terminate at tl~e underside of the ro~f sheathing~ deck or slab, provided ihe roof-ceiling assembly is of at least two-hour fire-resistive construction. . · · · . { . 2. Two-hou~ area separation walls may terminate at the underside of the roof sheathing, deck or slab. pro-. vided:. . · · · · · · ·· · · · ' \.:::. _'.-'. 2.1 When the roof-ceiling framing elements are parallel to the walls, such frami~g and elem~nts sup- porting such framing shall not be of less than one-hour fire-resistive construction for :i width of not ! . ... ,. {. · .... . , .... . less than 5 'feet ( 1524 mm) on each side of the wali. . ·. · 2.2 Wheri roof-ceiling framing elements are perpendicular to the wall, the entire span of su~h framing · . and elements supporting such framing shall not be of less than one-hour fire-resistive construction. 2.3 · Openings ~n the roqf shall not be located wi~hin 5 feet ( 1524 n:im) of.the area separatio~ wall. 2.4 The entire building shall be prov·ided with not less than a Class B roof covering as specified in Table . · 15-A. . . . . · 3. Two-hour area ~eparation walls may terminate at the underside of noncombus_tible roof sheathing, deck or· slabs of roofs ,of noncombustible construction provided: . . : . . ·. . : : . . . . · . :3.1 . Openfngs 'in the roof are nbt located within 5 feet (1524 fT1m) of the ar~a separ!].tion· w~II. . 3.2 T~e. entire building is provided with not less than a _Class B roof cover!ng as specified in Table 15-A. :: 504.6.5 Parapet faces.: Parapets of.area separation walls shall have noncombustible ra·ces for the · uppermost 18,inches.(457 mm), including counterflashing and coping materials .. 504.6.6 Building-of different heights. Where an area separation wall separates porticiris of a. building having .different heights, such wall may terminate at a point 30.inches (762 mm) above the .1o·wer rooflevel., provided the exterior wall for a height of 10 feet (3048 mm) above the lower roof is of one-hour fire-resistive construction ""'.ith openings protected by assen:iblie~ having a th_ree- fourths-hour fir~-protection rating. · . : . · EXCEPTION: Two:hour ari~ separation walls may tcnninatc at the underside of the ;oof sheathing, deck or slab of the lo.wer roof, provided: . · I. When·the roof-ceiJing framing elements are parallel to the wall, such framing and elements supporting. · such framing shall not be of less than one-hour fire-resistive construction for a width of IO feet (3048 mm) along the wall at the lower roof. . . 2. Whe11 the lower roof-ceiling framing elements are perpendicular to the wall, the entire span of such framing and elements· supporting such framing shall not be of less than one-hour fire-resistive cons_truction. 3. Opening~ in th~ lower roof shall not be located within IO feet (3048 mm) of the area separation wall. \.;-.!·,::;:< . : See Chapters 3 and 4 for special occupancy provisions. SECTION 505 -ALLOWABLE AREA INCREASES 505.l Generql. The floor.areas specified in Section 504 ~ay be increased by. employ.ing one of . the provisions of this sectior_::, · , .. ·.-. , · 50s.1:1· SeparatJqn on two sides. Where pub.lie ways o; yards more than 20 feet (6096 mm) in \ · · ,.. width extend along and adjoin two sides of t~e building, floor areas may be increased at~ rate of .:· :: · .· · · · l 1/4percent°foreach foot(305 mm) by which the minimum widthexceeds20 (eet (6096mm), ~ut · . ·· the increase shall not exc~ed 50 percen_t.. · ... ·sos.i.2. Se. aration .on three sides. Where public ways-~r-yar:d~ more than 20 feet (6096 ,mm). · ·· -in width extend alon arid a om t ree s1 es o t e m. mg, oar areas may e mcrease a a raty , :~ .. -... of 2 h percent for each foot (305 mm) by wluc t e mm1mum w1 t excee s eet mm , (::>) .. , but the_increase·sha~l not __ exceed 100 eercen~. . .• · . · .·. · <... : .· · ·' · · · 505.1.3 Separation on all sides. Where public ways or yards more than 20 feet (6096 mm) m ' . width extend on all sides qf a building and adjoin the entire perimeter, floor areas.may-be in-. . . -. ·· . .' 1-87. ., I , .. •. · .... .. ·:· .. :·· ·.: .... •• ........... , .. U .::· .. :, .. ·. ' .' : .... :, : . · :· .. • •. : ...... :·/·. ..... ·:-. ·.: .. .... ·.-:·-· a·./: __ :_ :. -........ : ::. ·. • _:.-}"\{_. . ··.:. .. . . •.. ··_ ... ·. _., ·.·• 11 .. ·:···· . .. 505.1.3-506 1994 UNlf:ORM BUILDING CODE. .· .. · .crea~ed at~ rate .of 5 perc~nt for each ~oqt (305 m~) by which the minimum exceeds io f~et ( 6096. . /-=:.·. mm). S_uch increases shall not exceed. 100 percent, except tha:t greater increases shall be per-. ·=-·-:, .mitted/or the follow!ng occupancies: · . · · .. · · I .. · 1; ··Group S, Divis.ion 1 aircraft storage hangar~ _not exceedi~g one.story in height. : ·. . ·. . ·_'· · 2. Group S, ~i~ision 2 or.Gr~mp F, pi vision 2 Occu=pancies ~10t'exc~~ding two st~rics 'ir~_heigh_t. 3 .. Group H, Division 5 aircraft repair hangars not exceeding one story in height. Area increases shall not exceed 500 percent for aircraft repair hangars except as provided iq Section 505.2 .. . . . , I sos:i Unlimited Area. The are~ of any one-or two:.story build1n'g of Groups B; F, Divisi~n 1 or 2; M; S, Division 1, 2, 3, 4 or 5; and H, Division 5 Occupancies shall not be limited if the building is provided with an approve~ a1:1tomatic sprinkler system throughout as specified in Chapter 9, and · ~ntirely surrounded and adjoined by public ways or yard_s·not less than 60 feet (18 288 mm) in · · width. · · · · . . .-.. I . The area_ of a Group S, Division 2 or Group F, Division 2 Occupancy in a one-story Type II, Type ..... III Orie~hour or Typ·e IV building shall not be limited if the building is enti~ely surro_unded and ad~ .. (.":;_: joi11:ed by public 'ways .or yar~s not less than 6Q feet (18 288 mm) in w~dth. · ~-::~~:- .' . 505.3 Automatics· ;_inkier S stems. The areas s ~cifi~d in Table 5-B and Sectio~ 504.2 may be · · tripled in one-story buildings !ind doubled _m m mgs o more t _an one story 1 t e m m~ 1s pro-. · ·. vided with an a roved automatics rinkler s stem throu hout. The.area increases ermitte in this · su section may be compounded with that specified in Section 505.1.1, 505.1.2 or 505.L3. The in- creases permitted in this ~ubsection shall not apply when automatic sprinkler systems are installed under the following provisi~ns: . 1. Section 506 for an increase in allowable number of stories.· I · 2. Section 904.2.5.1 for Group H, Divisions 1 and 2 Occupancies. 3. Substitution for one-hour fire-resistive construction pursu_ant to Section 508. 4. Section 402, Atria. · SECTION 506 -MAXIMUM HEIGHT OF BUILDINGS AND INCREASES .The maximum height and number of stories of buildings shall be dependent on the character of the occupancy_ and the type of construction and shall not exceed the.limits s~t forth in Table 5-B, except . as provided in thi~ section·and as specified in Section 302.1 for mixed occupancy buildings .. ,•. · EXCEPTIONS: 1. Towers, spires and ste~ples erected as a part of a building and not used for habitation or storage are limited as to height only by structural design if completely of noncombustible materials, or may extend.not to exceed 20 feet (6096 mm) above the height limit in Table 5-B if of combustible materials. 2. The height of one-story aircraft hangars ~hall not be limited if the building is provided with auto!Uatic sprinkler systems throughout as specified in Chapter 9 and is entirely surrounded by public ways or yards not : · less in width than one and one-half tim~s the height of the building. . . · The story limits set forth in T~ble 5-B may·qe increased by one story if the building is piovided with an approved automatic sprinkler system throughout. The increase in the number of stories for automatic sprinkler systems shall not apply when the automatic sprinkler systems throughout are .install~d under the following provision_s: . . . · 1: ~~ection 904.2.5 for C3:roup H, D~visfons_ 1, 2, 3, 6 and 7 Occupancies. 2 .. Section 505 for an increase in allowable area.. . _:3: S~~stitution fo~. one-hour fire-r~sistive ~?nstruction pur;uant to Sectib~ 508 . ·. 4. Section 402, Atria. >5,-Section 904.2.6 for Group I, Divisions 1.1 and 1.2 Occupan~ies used.as hospitals; nursing homes or he·a1th-care centers in Type II One-hour, Type III One-hour, Type IV or Type V One-:hour: · cons·truction. . , . · . . . · , . . 1-88 , ... . · ..... /"~:: . ::-·-.:· '· . .. . •:, .,...:__.,;.....:....:.------~~-------_.,. ____ '··-------·--... -----••• -!-.!..· ' _, 7902.5-A-7902.5-B . . . . . .. . . . ·· .. .... 1994 UNIFORM FIRE CODE TABLE 7902.5-A-EXEMPT AMOUNTS OF FLAMMABLE AND COMBUSTIBLE LIQUIDS- MAXIMUM QUANTITIES STORED PER CONTROL'AREA1,2,3 ···.·· Flammable . . -: Cl~ss I-A . . . , · . Class I-.B · TYPE OF LIQUID .. '.·Class I-C . . . . . -.... ,_ Combination I-A, I-B, 1-C . · · ·. · Combustible· , . .. .. Class II ·· Class III-A Class Itr-B (See Section 7902.5.7) .. ·. EXE~l;'T AMOUNT (gallons) ' x 3.785 for L 30 . 60 ... 90 1204 120 .· 330 13,2005 · I Control areas shall be separated from eacµ other by not less than a.one-hour fire-resistive occupancy separation. The · number .of control areas within a building u~ed for retail or wholesale ~ales shall .not exceed two. The number qf .. control areas in buildings with ·other uses shall not exceed.four. See Sections 204 an·d 8001.8.2. . : 2Qu~ntities ar~ a.Jlowecl-to be 'increased HX>'percent ~~~n stored in approved storage cabin.ets.-When p~tn~te 3 ap~ . · plie~! the i~cr~ase for·~ac~ footnote is al.lowed .. ·· · · . ·. · · · .· .' . ·: : . . 3Quai:itities are allowed to be increased 10Q percent in buildings equipped with an approved· automatic sprinkler sys- . · tem_ .. When Footnot~ 2 applie~,"the in~re_ase for each footnote is. allowed. ·. · . · · · · · · .. .· · ·:.4combinations shall hot ~ontain more than the exe~pramounts of any indiv.id~al class. . . ~Qu~n'tities permitted in a building equipped .with an approved automatic sprinkler system are not_ limited . . · •. · .... TABLE 7902.5-B_:__EXEMPT AMOUNTS OF FLAMMABLE AND COMBUSTIBLE LIQUIDS IN' . · WHOLESALE AND RETAIL SALES USES-· . MAXIMUM QUANTITIES STORED PER CONTROL AREA 1 . : (See Sectic;>n !902.5.7._1) · .. . EXEMPT AMOUNTS (gallons) · . x3.785 for L .. . Sprlnklered2 per · · Sprinklered per TYPE OF LIQUID .. Footnote Densities Tables 7902.5-F and Arrangements · . through 7902.5-J · . Unsprlnklered Flammable: Class I-A· 60 60 30 · Flam·mable and combustible:· ·: 7,5003 15,0003 .. 1,600 ~ombination Class 1-B, 1-C, II and III-A .C<;>~bustible: Class III~B .. Unlimited .. Unlimited 13,200· 1 Control areas shall be separated from each other by not less than a one-hour fire-resistive occupancy separa'tion. The . number of control are!}s within a building used fo~ retail or wholesale sales shall not exceed two. The number of . · cbnti:ol areas in buildings with other uses shall not"exceed four. See Sections 204 and 8001.8.2. .· . · ·2To be considered as sprinklered; b~ildings shall be protei::tt;d with ·approved automati~ sprinkler S)'!ilems with designs . . : providing minimum densities as folloV(s: . . · · · : · · .. : For uncartonect"~oi:nm~~litfos on ~hel~es 6 feet ( 1828.8 inm) or less in height where .the ce.iling height does not ~x- . · ce~d 18 _feet (5486 ~m), quantities are tho~e permitted with a J!linimum sprinkler design density of 0.19 gpm per ·· square foot (7.74 for..L/(min•m2)] over the most'remote 1,500-square-foot (139.3 m2) area. . · For cartoned, pajletiied or racked co_mmodities ·where storage is 4 feet 6 inches.(1372 mm) ~.r less in height an·d where'-the ceiling _height does 'not exceed 18 fee~ (5486 mm), quantities are those pe_rmitted with a minimum sprin- . kier 9esign density of _Q.21 gpm per. square foot [8.56 L/(min•m2)] over the most rerriote 1,500-squaie~foot ( 139.3 m2)area · ..... · ... · ·· · · ·' · · · · ._ .... · · · . : · · ·. 3Wheb wh~le~aie ~n~fre;·ail saiei··~r-st~ra~e ar~a~ exc~ed°50,000 squ.;e fe~t (4645 m2) in.are;, ei~m~t amounts.·are · allowe.d to b~ increased bY. 2 percent for·each.1,000 .square.feet (92.9 ni2) of area in excess of 50,000 square feet:: (4645 m2), up to a maximum· of 100 percent ofthe-iable amqunts. A control area separation is noi req·uired. The·· . cumulative an:iou1:1ts, includi1_1g amounts attained by having an additional cont~ol area, shall not exceed 30,Q00 _gal.: · _Ions (113 56.2 L). · · . · : . · · . . · :· · · · . . · · · . · · · · . .. . . -. : . .. . . . .. . ; · .. · .· .... ---. . · .. : , .. ·· ' ... •. . ~ .. : (:~' ~-- (--:;:::-···:--.. ·.: .• ' ._ .... t . . . . _.,_ . C' . .... ,, :·_· ~~ . . ·.~. . ·. -~-_ .. --;.: ··. :/)-:.->/ .//_;::t/_:·· ·:·-: ., . _ .. -?~\/ .·_: ____ ;/\.-_:~;,.;:--::;~}\;/Y··· -·.·-:: .. · ... ::=::::···-::·: .. ; .. -\ ... -.. ;~·-: .. -./· ... .... i .... CXl TABLE 8001.13-8-EXEMPT AMOUNTS OF HAZARDOUS MATERIALS PRESENTING A HEALTH HAZARD MAXIMUM QUANTITIES PER CONTROL AREA1,2 When two units are given, values within parentheses are in pounds (lbs.) (Apply table as specified in Section 8001.13.) STORAGE3 USEl-CLOSEO SYSTEMS USEl-OPEN SYSTEMS Liquid Liquid GallonsS Solid J-!~~~s Gallons4,5,6 Gas Solid Gas MATERIAL Solid Lbs,4,S,6 (Lbs.) Cu.Ft.S Lbs.5 . (Lbs.) Cu. Ft.S Lbs. (Lbs.) X 3.785 for L x 3.785 for L x 3.785forL X 0.4536 for kg x 0.4536 for kg x 0.028 for m3 x 0.4536 for kg x 0.4536 for kg x 0.028 for ml x 0.4536 for kg x 0.4536 for kg 1. Carcinogens9. l I 5,000 500 8106 5,000 500 8106 1.0005 1005 2. Corrosives 5,000 500 8106 5,000 500 8106 1,0005 1005 3. Highly toxics7 I ( 1) 208 1 (I) 208 114s (l/4)5 4. Irritants9 5,000 500 8106 5,000 500 8106 1.0005 · 1005 5. Radioactives10 Alpha emitters 2mCi 2mCi 0.2 mCi6 2mCi 2mCi 0.2mCi lmCi I mCi (74 MBq) (74 MBq) (7.4 MBq) (74 MBq) (74 MBq) (7.4 MBq) (37 MBq) (37 MBq) Beta emitters 200Ci 200Ci 20Ci6 200Ci 200Ci 20Ci I00Ci 100 Ci (7.4 X 106 (7.4 X 106 (7.4 X 105 (7.4 X 106 (7.4 X 106 (7.4 X 105 (3.7 X 106 (3.7 X 106 MBq) MBq) MBq) MBq) MBq) MBq) MBq) MBq) Gamma emitters 14Ci 14Ci 1.4 Ci6 14Ci 14Ci 1.4 Ci 0.1 Ci 0.1 Ci (5.2 X 105 (5.2 X 105 (5.2 X Ia4 (5.2 X 105 (5.2 X 105 (5.2 X 104 (3700MBq) (3700MBq) MBq) MBq) MBq) MBq) MBq) MBq) 6. Sensitizers9 5,000 500 8106 5,000 500 8J06 1.0005 1005 7. Other health hazards9 5,000 500 8106 5,000 500 8106 1.0005 1005 8. Toxics7 500 (500) 8106 500 (500) s10s 1255 (125)5 1 Control areas shall be separated from each other by not less than a one-hour fire-resistive occupancy separation. The number of control areas within a building used for retail or wholesale sales shall not exceed two. The number of control areas in buildings with other uses shall not exceed four. See Sections 204 and 8001.8.2. 2See Section 8001.1.1. Exception 2. . 3Toe aggregate quantity in use and storage shall not exceed the quantity listed for storage. Quantities shall not exceed limits set forth in Sections 8001.13.2 and 8001.13.3. 4The aggregate quantity of nonflammable solid and nonflammable or noncombustible liquid health hazard materials within a single control area of Group M Occupancies used for retail sales may exceed the exempt amounts when such areas are in compliance with Section 8001.l2. · 5Quantities may be increased I 00 percent in sprinklered buildings. When Footnote 6 also applies, the increase for both footnotes may be applied. 6Qunntities may be increased I 00 percent when stored in approved stomge cabinets, gas cabinets or exhausted enclosures as specified in Sections 8003. l.10, 8003.3.1.3.2 and 8003.3.1.3.3. When Footnote 5 also applies, the increase for both footnotes may be applied. 7For special provisions, see Sections 8003.3, 8003.12, 8004.2.3.7 and 8004.3.6. 8Permitted only when located in approved gas cabinets, exhausted enclosures or gas rooms. See Section 8004.2.3.7.1. -7 9Carcinogens. irritants, sensitizers and other health hazards do not include commonly used building materials and consumer products which are not otherwise regulated by this code. CXl 0 0 .... :... <f to .... co co .I>, C z ~ :0 :s:: :!:! :0 m n 0 CJ m DA-re:, ,~a; /9G ,·-r,.,. HAZARDOUS MATER~~-~S MANAGEMENT DIVISION 'l'IIOMAS OROS. COORDINATES : 1127 f2 BUSINESS NAME: RANDALL INT'L BUSINESS ADDRESS: 2728 LOKER AVE W. J E.l CAMlNO REAL CARLSBAD,CA 92008 OfftGE S STA6H.!Gi._,_ Al<EA 0 ~p.~1.Je:, t,;DfS SITE MAP EMERGENCY COORDINAT,O_R :-'g£.ft-) Pe·Be.Z- PHONE NUMBER-day 438-7488 24hr .. J~36ol{ ~<G>l<G;>& <f-~·· ,, C AN"l'CHJ ~- <G> 2.12.@ ;-0'~ .. a., fVJw ~FEi-loU~E. f fOPIJCll~ <B> ~t"° ~ff:E-t-JI 1-,1~ MAIN-~~NCE 2728LDKER. tJ / $BAD ~gpt,-DS l-OK.Er<. 1....1 t< )l !)4 • ")4,-:;i x--~ J MS I f. v:::1 q '? l ..... ~f&zAtJr t==' J Lp l:_~ ~), j£L ~ l.~LIE~TE , H Ir /;l-/3tj1ftJ --------- ~ucr.n t to HM~!) Dunn and BrGdst~eet Number: SIC_ Co.de: HAZARDOUS MATERIALS BUSINESS PLAN II. EM~RGENCY RESPONSE PLAN 1. Business Name P::i,.,r:::i 11 Tnternational Z. Business Site Address 2728 Loker Avenue West, Carlsbad, CA 92008 3. 4. 5. Business Telephone r51a, .d~S-7488 24-Hour 7,:1c;_-:i504 Brief description of product manufactured and/or service provided Custom Blended Cosmetic skin care, hair and sun care produc+-s Eva.cuation Procedures: The emnlovees in each denartment wi 11 be notified by general facility page system and/or by shouting to exit through nearest exter1'or· door follow1'n0 ryo~t~~ a t-' t--~-~ L•-• --:w. -'-a:!-!::~ Y3C1Ja JOD tOJJ e-awe :a..-no,-•n the parking lot south of the bni 1 di DO: ( nntcd de f'i] Ji pg r1p:'a r+--mon+-' ''"'til such time as the emeraencv coordinator announces so. 6. Notification Procedures: In the event of a release or threatened release of a hazardous material the following agencies are to be notified: A. B. Local Emergency Response Agencies Hazardous Materials Management Division State Office of Emergency Services Phone# 911 338-2222 (911 after working hours} (800) 852-7550 (916} 427-4341 ' Name of person(s) responsible for completing notifications _________ _ RUBE& Pe&sfChris Turner Describe notification procedures: As listed above and Chem,' co I LL'as±e Mnoo0eP contractor at '8/'i-_'i{1S: ~ot./if needed. 7. Emergency Procedures: Fire,-emoloyees wi 11 notify loca 1 fire deoartment by callina 911. If safe, suoervisors will shut off HVAC and eauioment and attemot to control fire using fire extinauishers. Small spill-The material spill response kit is located outside the double entrv doors to cornooundina. Soill will be contained bv contain- ment socks and chemicals will b~ nicked un with absorbent materials bv employees wearing proper protective clothing and eauipment. Waste will be placed in a labeled waste drum for proper disposal by our contracted company Safety Kleen. Larae Soill-Emnlovers will notifv fire denartment. Trained emolovees Usina oronertv safetv eguipmept ;wj11 ::if--'-cm:'-'-t-,.., :--rc~rori+-c:-:'.;,, =-,....,.,., enterinc storrr r--.,, i r nr ... n.,.,.,.,.; '"'I"" n== -c:-~ '-0 •. I I~•-. I 1 DATE l(<,bt/2? H 3 5000 7 Number: ____ _ Submrr to HMMD HAZARDOUS MATERIAlS BUSINESS PLAN JH. EMPLOYEE TRAINING DESCXIPTION The foIIowing descnces the employee fraining provided for all employees that handle hazardous .substances. 1.· Training Topic • Procedures fer handfing hazardous material spills: Persons Trained: Lob Technicians. Compounder and Filling Operators . Training TTme: 1 hour Refresher Frequency; 6 months Refresher Time: 30 rhins. Trafnfng Content: Procedures on how to handle mixing and filling scills and storage methods along with handling and fabeITng and record keecina. Review methods for off waste disposal requiremenis. Have all three departments review material sofeiy data sheets and sofefy procedures for material handITna. 2. Trafnfng Toplc • Procedures for handllng hazardous mafericls, Includfng hazardous wanes: 3. 4. 5. persons Trafned: Press Operators fSTik Screen Deportment! Training TTme: 1 hour Refresher Frequency: 4 months Refresher TTme: 30 mins. Trainfng Content: Procedures on how fo handle hazardous waste icc-856 sorav wioe and ink with handling and Jobefing and record keeping. Review methods· for off hazardous waste disposal requiremenis. Have all review material safety data sheets and safety procedures for material handITng. Tra!nfng Topfc -Procedures for coordfnaffon wiih emergency response agencies: e ersons Trafned: 0eportment Managers in Fi11ing. Sflk screening, Compoundina, Design, Lob. Accounting, and Office area Training TJme: l hour Refresher Frequency. 6 monihs Refresher Time: 1 hour Training Confenf: Review orocedures of emergency response plan and emergency notification procedures in coordinating with local fire deoartment. paramedics. clinic, poITce department. and ciean-up contractor. Training Topfc -Use af emergency re1ponse equipment and maferlafs under the busfnen ccnfrcf: Persons Trained: Janifer, Alternate <Warehouse Person}, and suoervisors Training TTme: 1 hour Refresher Frequency: 6 months Refresher TJme: 30 mins. Training Conf ent. Safety inspection. preventive maintenance of safety eauioment and record keeping of fire extinguishers. firrl-aid kits, prooer label markings. MSDS location area, and sof~_ty mm con-fro! eguioment. Training Top{c: • Emergency Response Plan lmpfemenfafion: Persons Trained: All emofoyees Training Time: 2 hours Refresher Freauency: 6 m~nths Refresher Time: l hour Training Confent: Review emergency procedure response olan, evacuation floor and department orocedures of exit locations. emeraency eauioment shut down, electrical power, and specific responsibilities of each emolovee. Review all emo!oyees exit location of the emergency remonse olan. ... -·, , .. ,-, ,,-...... ''1orrr~ u:.:1: CKt.TJ UT,.. &M5Dl 2 E>cDtC[JCT ax:JmlllTCR llfF'CHCATlClf l'L.EJ.St LIST b£ 1WCt. TITIJ:/11'QSITJCIC NlJ PltOCt 11.M!W (0f71C[ HO IOCE/26-+RJ 01 M ~ Cl:D'lDIJIAtt.lt NCJ Al. TDlNA't't.S TH> Mt ~IF UD #JC AUllOt IUil 't0 ASS JST DCDl:DCT ~[ PDt$0NNCL (Ptft ~. Flllt£ Jl'£R:St.JCnl IN 'T}(( £YOO Of NC ~. IT'D' WiMt Of OEtriaCT ca:,:DIM.\TtR ~ [ml''''~ i 1 j 1 i i .i l i i 1 I i i i l I i , i I O O I : ff lJ ·[3 ~ :: f'. [;: ~ {;: z:.. 15 21 rnu ~M>c( .. tor£/2~ PK:JE ,:, i i ~ ~ ~ ' i ~= Lill E: =t:~E '~~~~·6~~ i I I 1 i I l'l 1}8h 1 1 1 g 1gl ll,1 , 1~1;~H~~1i~! ,1 71 la ~ sru::rr CITT [t ,-12 I G\G~tl; k · 1 "'~:~ i i i I i 1 i 1 t G'~i,~, ' i i i i I 5A DIE.GO 75 I .. J3 110 ITDC IWC£ c, AL'T°D'KATt rm,,,,,1 i i i I 1 i i j i i i ·: · ~ C. H " \ S TU..R.NcR. i I i j i i l i ' i 1 I i .1 ., . • , 21 TITU: I i i i ' _VIC.,G i i , , 1 1 i , i • 1 i i , i f ,-( 1 f i 1 1 I l~ i i J . , : r i r 1 1 1 P ~ E ~ S O P r; Rs A I I D ~ 5 1 ~ g 1 ~ & ~ ti lo I q ; ~-3 3 ) / rf/.3 · 1 ,. 71 cnr [r 1,, II,, i, 1iia,i11111,, r, 11 r1,, i 1 111 l,j?4 3 A c A(¼l f;H? l DEi.E" A Vt=: f .,..lc'--1A:...i....i..R1..,D:.;..~..,;.J...i.f. .... f_. ------ Vl no ITDC MCE OF AZ.TERXA1t rm I 1 1 1 • 1 , • 1 , 1 1 , , , , , , , , 1 , 1 , , ~ _"-N I G H T" cs E. C UR I T '/ i \ .. 15 21 Trn.t ' .. .... ~ MJlt ... ; 1-_'_i.t_' _-_' 1-\_1_0_• _u _1 R..;..1_,_E_l M_,_1:=_· i_R_, &_1_1=:_1_N_i _c.. 1_'1_1_1 »_' ___ o I h I' I 5 '3' i., I o I 41 [~ I i I ,rl / 'I ~ I } "le •'I-] ,, 71 11 NUNIQ SlJIO:I CllT ~I i i i II i i I I i i i i i i i i I i i J I i i I i i I i i ~ i t i .. 13 --~, .. , ....... 1111 l ESTAB. ,IO. HAZARPQUS HATER(ALS PUS(NESS PLAN r , JHYENIOBl I I I I , 35000 Date -.11-" i z I 15·7 HAZARDOUS MATERIALS YCXJR ESTABLISHMENT USES OR HANDLES AS FOLLOI.IS: * CARCINOGENS, REPROOUCTIVE TOXINS OR HAZAROOOS COHPRESSED GASES IN M!I OUANTITY. * OTHER HAZARDOUS SUBSTANCESf-·OR COHPOONOS IN QUANTITIES EQUAL TO DR GREATER THAN 55 GALLOf.lS, 500 POUNDS OR 200 WBIC FEET AT ANY ONE TIHE. * ANY.ACUTELY HAZARDOUS SUBS ANCE EQUAL TO OR GREATER THAN THRESHOLD PLANNING QUANTITIES. -!TACHED INVENT~r FtwlN CWE TMLE F~ STCRAGE CXDES AJO HAZAJmOOS CATEGCJl:IES. H T.l I I I I I I I 'A I I I I 'A I I I I .I I I J I I le" lf)I ~ C. T ,~ .! C C. I-1) iJ I\-'( 1) R.. 6 \)_'-::, U..::, ,-I I I I l 21 CAS NO. I I I I I I I I I I I I I I I I I I I I I I I I I I. I I I I I I I I I I I I I_ I I I I I I I I I I 77-'f 2-'j 70 MAXlfUf AHT TOTAL YEARLY 1 • POONDS HAZARD 106 AT 1 TIHE AMOCJNT 2 • GALLONS UHITS STORAGE CATEGORIES ····CHECK IF APPROPRIATE----(OFFICE USE ONLY) 11 I I I I I I I I I I I I I I I : : ~m,me•, [!] 00A [QJ] ~ CONF D ~:~~~~~g~~, D HSOS D ~ 0 t) 1 I ? ;J, '1 p._ 5 • HILLIGRAHS b {) I D -, 6 • CUBIC FEET . 118 124 133 134 137 139 141 142 1,3 D k1111111 '.'.2.J : /'II ~ /?-S O L CASNO. I I I I I I 3 2-: I. I I I I n n I I I ·1 ·· I I I n 21 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I _ s, c A e..., C. A-C J D . _S 7 -/ I -lf: 70 C 118 . HAXIKIH AHT AT 1 TIHE , 1 1 r I !S /· :J. g I TOTAL YEARLY 1 • POUNDS HAZARD 106 AMOUNT 2 • GALLONS UHITS STORAGE CATEGORIES ••••CHECK IF APPROPRIATE•••• (OFFICE USE ONLY) 3 • TONS [] ~ ~ ~ D CARCINOGEN/ D D I I I I I I 1. I 4•Hlllll1TERS l 12A I "4. CONF REPRO-TOXIN HSDS' 3 0 :l q / i 5 • HILLIGRAHS D O u "-------_.:.__;__J 6 • CUBIC FEET 124 133 134 137 139 141 142 143 17,,, 1111111111 ~~STDL ~ /~5 43: I I I I I n n I I .I I I I n 21 f I I I I I In I I I I I I I I I C)C,. T 'I L-,~ A L "' l -r f..tT E. 70 HAX I 1'Uf AMT AT 1 TIME I ' I I '1'0 ! 116 TOTAL. YEARLY AHOOHT I I I · I I I I I I I '-------'~t~ 124 I I I I 1 • POCJl/DS 2 • GALLONS 3 • TONS 4 • HILLILITERS 5 • HILLIGRAHS 6 • CUBIC FEET UNITS STORAGE ~ ID'~~, 133 134 CAS NO. I I I f I I I I I I I I I I 1. q ~ D 6 -7.3 -3' HAZARD 106 CATEGORIES ••••CHECK IF APPROPRIATE----(OFFICE USE ONLY) [T.l f7-;J D CARCINOGEN/ D ~ ~ COMF REPRO-TOXIN HSOS D 137 139 141 1~2 1'3 / EST.AB. tiO. HAZ~RPOUS HATERJAL$ ausrNE$$ PLAN I, I HVJ;NTORY I I I I I I '135000 Dato J'J,i 31 / q-7 I!!. HAZARDOOS ~TERIALS YCXJR ESTABLISIIHENT USES OR HANDLES AS FOLLOYS: * CARCINOGENS. REPROOUCTIVE TOXINS OR HAZARDOUS COHPRESSED GASES IM ffi OUAMTITT. * OTIIER HAZARDOUS SUOSTANCES·f OR COHPOUNDS IN QUANTITIES EQUAL TO OR GREATER THAN 55 GALLONS, 500 POONOS OR 200 CUBIC FEET AT ANY Of.IE TIHE. * ANY ACUTELY HAZARDOOS SUBS Al-ICE EQUAL TD OR GREATER THAN THRESHOLD PLAJIHING QUANTITIES. ·e ·ATTACHED INVENTORY FORM OX>E TA!3LE FOR STosw;E OX>ES AJE IIAZIJmOUS CATE~IES. ITEH )-a I I I I I I I I I I I I ~f:I ~50L\.} I~: 21 CAS NO. I I I I I I I I I I, 1 I I I 111 I I. , I I IA O cl I I I . I I I I I I I I I I I I f I I I I I I I I t I I -C ' 2 -l 5 A L ~ " L O E N z O -l c--. 6 8 '+ I I ·-2 7 -R 70 ~XIHUH AMT TOTAL YEARLY 1 • POUNDS HAZARD 106 AT 1 TIHE AMOUNT 2 • GALLONS UHITS STORAGE CATEGORIES ••••CHECK IF APPROPRIATE-••• (OFFICE USE ONLY) "' IT,EH _ Jo'<al TEH I I I I I I I I I I I I j I I I I f : ~~~tlllTERS ~ ~ ~ ~f CONF D ~::~~~~g~~, D HSOS D I 3 b I J.f 1 I O 5 • HILLIGRAMS D PAS" O I ._ _______ -.J 6 • CUBIC FEET 118 124 I I I I 'A' I I I I I I GE... RM B ~ t-.J .LI--- 21 n I· I n l 133 134 137 139 141 1-42 143 I I I I I I I I I I I I I I I I I I · I I I I I I I CAS NO. I I. I I I I I l I I I I I I I I I I I HAZARD 106 I ' 70 HAXIHUH AHT AT 1 TIHE TOTAL YEARLY AMOUNT 1 • POUNDS 2 • GALLONS 3 • TONS UHITS S.TORAGE CATEGORIES ••••CHECK IF APPROPRIATE•••• (OFFICE USE ONLY) f I I I I-~ _. 3 0 O 118 124 I I I I I I I I I I 7 3 1? 4 • HflllLJTERS 5 • HILLIGRAHS 6 • CUBIC FEET @~ rT:1 CJ D CARCINOGEN/ D ~ CONF REPRO-TOXIN HSOS D 133 134 137 139 141 142 1'3 :C½1 1 ,,,1n111~ ~ b L lA C. A A E, -20 . I I I I I n n .I I I I n 21 CAS llO. I I I I I I I _I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I., h~ I I I I I I ~ R--1 u. 'l c C::,. L L,l c. ~ -r it ... 2 u ro e J 0 7 -'t 2 -,, 70 tux I 1-Uf AMT AT 1 TIHE I I I I I '-1 '2-I 118 TOTAL YEARLY AHOOHT , I I· I I I 124 J I I I 5 If '-' 1 • POUUOS 2 • GALlOflS 3 • TONS 4 • HILLILITERS 5 • HILLIGRAHS 6 • CUBIC FEET HAZARD 106 UNITS STOAAGE CATEGORIES ••••CHECK IF APPROPRIATE•••• (OFFICE USE ONLY) [3 fo'M.'sf r:T.l ,:-r;-:i D CARCINOGEN/ lQJJ (Q_jJ CONF REPRO-TOXJN D HSOS D 133 13-4 137 139 141 142 1,3 ESTAB. 1110. ll~ZARPM HATElf°f AL$ flU$(Nfn nAN I I INVENTORY f I I I I I I H 35 000 Date 1-vi-~, t'U 2 ill.I HAZARDOCIS MATERIALS Y(XJR ESTABLISHMENT USES OR HANDLES AS FDLlOUSt * CARCINOGENS, REPROOUCTIVE TOXINS OR HAZARDOOS COOPRESSED CASES IN m CUANTJTY. * OTHER HAZARDOUS SUBSTANCESf OR W!POONDS IN QUANTITIES EQUAL TO OR GREATER THAN 55 GALLONS, 500 PCXJWS OR 200 CUBIC FEET AT ANY ONE TJHE. * ANY ACUTELY HAZARDOUS SUBS ANCE EQUAL TO OR GREATER THAN THRESHOLD PLANNING QUANTITIES. SEE ATTACHED INVEJiT~'f ram ca>E TAIJLE F~ STalAGS ca>ES IJI) fL\ZAAOOUS CATEGCJUES. JTEH lo' J 1ul 15 !'''~'''''''''''''' i '-.Jc. ·~oM.. '=:.C.., A "-..i, LM.E A-~ I I I 21 CAS NO. I ' I I I I I I , ·, I I I I I -I I I I I I I I J I I I I I I I I I I I I 11 ' I I I I I I 11 I I l Ac.. TAM\ DE:= "-"~t\-S 4-'2 -Z. -3 4--4- 70 HAXlfLtf AMT TOTAL YEARLY HAZARo 106 ~ AT 1 TIHE AMCXJNT f 1 1 1 1 2 1 1 ! I 1 1 1 , 1 1 15 13.1 1 • POOJIOS 2 • GALLONS 3 • TOUS 4 • HILLJLITERS 5 • HILLIGRAHS 6 • CUBIC FEET ~tlESm·CHECK DIF A~i~i~tcit7··o(OFFICE UDSE 0 t2__LJ I~ C()fl~ REPRO·TOXIN HSOS UNITS STORAGE ~~ 118 124 133 134' 137 139 141 142 .143 JTEH {QD] I l ',s' o 1r I R.1 CJ 1 ().1'1 1 L 1 1A 1L I c.1 o 1-f-t1 o '~ n n I I I. . I I I I n 15 21 tAS NO. f 1 1 1 I 1 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I f ,~ '7 I_ 'to'3 '-IOI I I I I I I I I I I I I I I I I ITEH 70 HAXIHUH AHT AT 1 TIHE -I I I '. /1 ~-? 118 TOTAL YEARLY .AMOONT f 1 , 1 1 1-z.,511 1 5 f 124 1 • POOJIOS 2 • GALLONS 3 • TONS 4 • HILLILITERS 5 • HILLIGRAHS 6 • CUBIC FEET UNITS STORAGE 0 IJ~'sl 133 134 I I I I n-1 - HAZARD 106 c~t·Ern·CffECKolF A'iAi%~i~iii·-·o(OFFJCE UoSE 01 L::.:J ~ COflf REPRO·TOXIN HSOS 137 139 141 142 1'3 n n I I . I I I I n ~ I I I nl I I lu I I I L,1 I I I ~ L-\ ,D G,V\.':> -4 ,u~ t5 21 CAS NO. I I I I I I I I I I I I I I 'A' I /'I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I G L '1 C ~ R '( L S, C:. A R-TC-5 E-CJ 7 2 0 5 :5 -9 G -5 HAZARD 106 70 HAXlfUf AHT AT 1 TIHE I I I I . I I. : 3 lf1h· 1HI TOTAL YEARLY AM<XJNT I I I I j I I I I .._ __ · __ ,_q_}_~ 124 1 • PCUJIDS 2 • GALLONS 3 • TONS 4 • HILLILITERS 5 • HILLIGRAHS 6 • CUBIC FEET UNITS STORAGE CATEGORIES ••••CHECK IF APPROPRIATE•••• (OFFICE USE O u] ~ n7 D CARCIIIOGEN/ D ~ [_J COflF REPRO·TDXIN HSOS D 133 134 137 139 141 1-42 143 ESTAB ••. J. l!L USN /AL~ ~-' , s' , , ' ;, 3 Do~ Date _ 11'/ 3 t J q-7 I I HfYfNIQRI 2 Ufil HAZARDOOS MATERIALS YCXJR ESTABLISHMENT USES Oil HANDLES AS FOLLOIJS: * CARCINOGENS. REPROOUCTIVE TOXINS OR HAZAROOOS COHPRESSED GASES IN m CUAHTITY. * OTHER HAZARDOUS SUB~IINCESf OR COHPOOIIDS IN QUANTITIES EQUAL TO OR GREATER THAN 55 GALLONS• 500 pru,ros OR 200 CUSIC FEET AT ANY Of.IE TIHE. * ANY ACUTELY HAZARDOOS SUBS ANCE ECUAL TO OR GREATER THAN THRESHOLD PLANNING QUANTITIES. SEE ATTACHED INVEMTmr falM a:t>E TMLE Feil STCJlAGE ODES AW ftAZAAO<lJS CATE~IES. · ITEH r.r-o I' I I I I I I I I I I ,~[_, I r ol-J AT.f: r (_, I I I ts . JTEH 21 CAS NO. lr 1R1u 1t>1 • 161 L 1i 1 C 1 b 1 L 1 £'( ~A 1Ph 1'1,-LA'i-~~;b' \1c 1t4'e'g'AL?ti' ' I k;'a''l~'e'-;~1 - 1 7 1 1 70 C 116 MAXIIDt AHT AT 1 TIHE I I I I J 11_ ·9-- 124 TOTAL YEARLY AHOONT I I I '3!ql5lz! 1 • POOIIOS 2 • GALLONS 3 • TONS 4 • MILLILITERS 5 • HILLIGIW1S 6 • CUBIC FEET HAZARD 106 UNITS STORAGE CATEGORIES ••••CHECK IF APPROf>RIATE•••• (OFFICE USE ONL1 ~ l])~'s I r=i:-1 c-C-1 D CARCINOGEN/ ~ ~ CONF REPRO·TOXIN D HSOS D 133 134 · 137 139 141 142 143 [T7';";1,,,,,,,,,11111 t~ L \ ~ o So R~ o -2. o I I I I n n n f I I. I I I 15 ITEH 21 In' I I 's I I() 11) I A I I I I c;,I I ~ b l-'J · () \"-3::) I-\\ ~ 0 () 70 MAXltl.lM AHT AT 1 TIHE I. I I '.;213 10 ' 118 TOTAL YEARLY AHOONT I I I I I I I I 124 / J.. 3 _£J I I I I 1 • POOIIOS 2 • CALLONS 3 • TOIIS ' • MILLILITERS 5 • HILLIGRAHS 6 • CUBIC FEET CAS NO. I I I 'q 'ob ~') I_ lb k I -'e,' HAZARD 106 UNITS STORAGE CATEGORIES ••••CHECK IF APPROPRIATE•••• (OFFICE USE OMLl ~ ID'V\sl ~ D CARCINOGEN/ ~ ~ CONF REPRO·TOXIN D "sos D 133 134 137 139 141 142 143 CT,l;=l I I I r.1A1 I I I I I I I I I I I I I I I I~ I I I I I I I I I I I I I I I I .I I I I I I I I I I [~ _MA-C \:.. N--\ D ( L-L µ ·~ = 15 21 CAS NO. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ' I I I I I I I I I I I _Lt\V.~\\,N\\ D(. Df:1\-. _11-D -1/D-I 70 MAXl.ui AHT TOTAL YEARLY 1 • POOJIDS HAZARD 106 AT 1 TIHE AHOONT 2 • GALLOflS UNITS ST~GE CATEGORIES ••••CHECK If APPROPRIATE·••• (OFFICE USE OMLI I] 3 • TONS ~ ~ ~ ~ D CARCINOGEN/ I I I I ) ~ I I I I I ( I ,1 1 f 4 • HILLILITERS p-O I r 1 COMF REPRO·TOXIN D Hstis D ft; 7 ;2. 7 3 I :)... Cf , 5 • HILLIGRAHS ~ Q---, '----_ · -1 6 • CUBIC FEET 133 13, 137 139 141 142 143 118 124 rnnnf-v nf """ n ESTAB. NO. H~(~KPQUS ro1tRfAL2 eviJNE$t ck~N f I I I I I I H ·s 5 0 C,-..0 Dllte_17-:i311q"l I, JHYE!UQRY 2 Ufil HAZARDOOS MATERIALS TCXJR ESTABLISHMENT USES OR HANDLES AS FOLLOUS: * CARCINOGENS, REPROOUCTIVE TOXINS OR HAZARDOOS C~PRESSED GASES IN~ OUANTITT. * OTHER HAZARDOUS SUBSTAIICESf OR COHPOUUDS IN QUANTITIES ECUAL TO OR GREATER THAN 55 CALLOUS, 500 POUllOS ~ 200 CUBIC FEET AT ANY ONE TIHE. * ANY ACUTELY IIAZARDOOS .SUBS AllCE EO<JAL TO OR GREATER THAN THRESHOLD PLANNUIG OUANTITIES. SEE ATTACllfD IIM:JHORr fORJC COOE TA.aLE· FOR STORAGE COOES Am HAZAllDWS CATE~IES. ITEH n.-:-n 11111111111111111 ~ M.~CK-ANATE.. E-L I I I 15 ITEH 21 CAS NO. I I I I I I I I I I 'A I I I I ·I I I ·' I 1_1 I) I I .I I I I I I I I I I I I I 11 I I I I . I '? I D, s l>\) l u.. N\ L \.1'. ~~, 1\ <5 UL\-u!:>0.._ c. CI f\JA-,<; 3 q3 5"4_-~ 4 s·-. 70 HAXJJ«M AMT AT 1 TIHE I I I I I I I · I g 'J 118 124 TOTAL YEARLY AMOONT f I I I I I I J 1 lo O 1 • POOUDS 2 • GALLONS 3 • TONS 4 • HILLILJTERS 5 • HILLIGRAHS 6 • CUBIC FEET HAZARD 106 UHITI ST~GE CATEGORIES ••••CHECK IF APPROPRIATE•••• (OFFICE USE ONI ~ f2£J r.:r;i J:T,J D CARCINOGEN/ D ~ ~ CONF REPRO-TOXtN HSOS D 133 134 137 139 141 142 143 r.Til 1 , , , J , I\, , , , 'e, f\' , , , , , ~ (\\ D f-J I IM_t";\ {:_ C.. 1-;-'-f 0 .J I I I I n n I I 1-. I n ~ 15 21 CAS ND. ITEH ID t s o ·O , u. M c.. D c A M \Do JV\ , \' ·p<-·s u .L .f o·s u ·c_ ·c ·, t,fAT,I l0' '3 15 1! k 1-'l}?-1 r 1 70 HAXlf-lJH AMT AT 1 TIHE [II ~1r'1'3I 118 C 124 TOTAL YEARLY AMCXJNT I I I i I I J I (? if qJ 1 • PCXJJlOS 2 • CALLOHS 3 • TOHS 4 • HILLILITERS 5 • HILLIGRAHS 6 • CUBIC FEET HAZARD 106 l.lHITS STORAGE CATEGORIES ••••CHECK IF APPROPRIATE•••• (OFFICE USE ONL ~~ cr,i CT:l D CARCINOGEN/ D ~ ~ CONF REPRO-TOXIN . HSDS D 133 134 137 139 141 142 1,3 [e,', '~I bL 'fj'~ ~l '12.'\ ic, 'c'A-'~-1L,'c.:..' I I I I I n n I I . I I · I I I I ~ 15 21 CAS NO. I I I I 11.' I I I In I(.'\ I I 0 1 I I I" I I If\' I ~ I I I I I I I I I I I I I I I I I I I I I I I I I I I . C D c. n M 11) D r 1K u , j L, t') ~, Q_ 1 l---k:, . . lo I 7 81 -4 o ·· o 70 HAXIIU4 AMT : TOTAL YEARLY 1 • POOUDS HAZARD 106 AT 1 TIHE AMOUNT 2 • GALLOf!S UNITS ST~GE CATEGORIES ••••CHECK IF APPROPRIATE•••• (OFFICE USE ONL 3 • TONS ~ ~ fQTI ~ D CARCINOGEN/ D -I I I I I 'J I ' I I I '1'} I ,,J., 4. HILLILITERS -D \ --. . COHF REPRO-TOXIN HSDS D J / 1 / 1 r /p rl 5 • HILLIGRAHS 2 D \-.._ __ --.._ _______ __, 6 • CUBIC FEET 133 134 137 139 141 1,2 1,3 111! 124 ESTAa. ""• 1!.-' ,YS I JAL$ J!ill ___ l I I I I I I I 'H ~.SOC--->D Date 11'i3I 111 I, INVEJITQBY 2 Ufil HAZARDOOS MATERIALS YCXJR ESTASLISHHENT USES OR HANDLES AS FOLLOUS: • CARCINOGENS, REPROOUCTIVE TOXINS OR ffAZARDOOS C~PRESSED GASES IN A!O'. OUAHTITT. • OTHER HAZARDOUS SUB~IANCESf OR COfiPOUNDS IN QUANTITIES EQUAL TO OR GREATER THAN 55 GALLONS, 500 P<XnlDS al 200 CUBIC FEET AT ANY ONE TIHE. * ANY ACUTELY HAZARDOUS SUBS MICE EQUAL TO OR GREATER THAii TIIRESHOLD PLANNING QUANTITIES. ScE ATTACHED INVEMTa!l' rosm CCDE TABLE F~ STCJRAGc CCDES AJI) flAZAADOOS CATEcmIES. ITEH rrw Ir' 'A' , 'Ab 1 , , , , 1 , , • , , , IQJ_1J L ~, '-f: u '2-00 o · I I I 15 21 CAS NO. I , 1 r , , 'p , , l, 1 1 1 , c' ,5 1 r-' 1 1 , 1 1 1 1 , , 1 1 , , 1 , , , 1 I I , 1-::> ,9 1 7, 1 1 , 1 1 1 L> ~C :{ l. 0 L-& LU O ~ I I ::> 6 -9 D -2- 70 HAXIH!M AHT TOTAL YEARLY 1 • POUllOS HAZARo 106 Q' ITTl mRIESm·CHECKDIF A~i~i~it···o(OFFICE UDSE mill t:J ~ clJ ~ CONF REPRO·TOXJN Hst>S AT 1 TIHE AHOONT 2 • GALLONS I I I I I I : I I I I I I ' I I. I 3 • TONS 4 • HILLILITERS 5 i. 3 7--I O t/;1 5 • HlllJGRAMS .., 6 • CUBIC FEET 118 124 133 134 · 137 139 141 142 143 JTEH !u 11-1 c:il f f1R I D1f 1'1 1 L1t 1J-.J'E. 1 'c; 1L 1 '1 1c 'c} ~ ' I I I I I I I I I I I I I I 1 .. I I I I I I I I I I 15 ITEH 21 I I I I I 70 HAXl.uf AHT AT 1 TJHE I I I. I I I I -~ '7 •7_ i ,.. 7 118 I I I TOTAL YEARLY AMOUNT I I I I I I I I 7-1 I D ._ _______ _:;;_J 124 I I I I 1 • POONDS 2 • GALLOIIS 3 • TONS 4 • HILLILITERS 5 • HllllGRAMS 6 • CUBIC FEET UNITS STORAGE ~ h>'r i-l 133 134 CAS NO. I I I I I I J ls'7'-'s's· I_ '6' I I I I I HAZARD 106 CATEGORIES ••••CHECK IF APPROPRIATE···· (OFFICE use ONLY r:n rn D CARCIIIOGEN/ D ~ l_J CONF REPRO-TOXIN HSDS D 137 139 141 142 143 ~ I , 1 1 , , , ('\ 1 1 , , , 5 , '2-' , , , , , , 1 , , , , , , ~ -S>, A \-,YP A ~ C:l L-~ -·. n I I I. I I I .I I I I ~ 21 CAS NO. 15 I I I I I I I I I I I() I I I I L, I I I I I I _I I I I I I I I I I I I I I f I I '5 ' I I I I I I I I _So D \ lA. M L F\ u r<---~T -t-\ ~ 0.. L ~ AT t, . _ b 8 -8 .5 -~ '-I -2- 10 HAXl.uf AHT TOTAL YEARLY 1 • POUJIOS HAZARD 106 AT 1 TIME AHOONT 2 • GALLONS UNITS STOAAGE CATEGORIES ••••CHECK IF APPROPRIATE•••• (OFFICE USE ONLY 3 • TONS ~ ~ ~ ~ D CARCIJIOGEN/ I I I I . l l Ll ' I I I I I ~ '. ~ 4 • HlllJLITERS (.) 4 CONF REPRO-TOXIN D NSDS D ~ / _5 'j J g g ;3 / ./ 5 • HI LL I GRM1S 2-v<--D 0 .__ _ _.;...._...:.·-L--------· 6 • CUBIC FEET 133 134 137 139 141 142 143 118 124 • r ..... n f ESTAB. JlO. I I r, 1 1 H )5 DOC.} Date , )'Y i ?> I J q_1 ff~?ARPOUS "AIE!JAlS @IJ$JHE$$ PLAN 'I 'NVENTQBY 2 lfil HAZARDOOS MATERIALS Yt'.XJR ESTABLISHMENT USES DR HANDLES AS· FOLLOUSs * CARCINOGENS, REPROOUCTIVE TOXINS DR HAZARDOCIS C~PRESSED GASES IN !!il'. OUANTITJ. * OTHER HAZARDOUS SUBSTAHCESf OR COHPOUHOS IN QUANTITIES EQUAL TO OR GREATER THAN 55 GALLONS, 500 PCX.nlDS OR 200 CUBIC FEET AT ANY ONE TIHE. * AHY ACUTELY HAZARDOUS SUBS ANCE EQUAL TO OR GREATER THAN THRESHOLD PLANNING QUANTITIES. ScE ATTACHED IIM:JITm'( FORH COOE ~A!JLE FOR STORAGc COOES AJ,D HAZARDWS CATEGaltES. ITEH CCD I 1 1 1 I , IC) 1 I 1 1 ,,...., '4' , 1 1 , 1 1 1 IQ_f__::j 5 TA ~ D J\-,-D L le. ::, -0 I I I 1S 21 CAS NO. ITEH b' £' I I I I j I I _!_.I I 1;.1 I I I l3' Ir: I I J I I I I I I I I I I I I I I IQ I<. I I I I I I I· I I D , u. M M. tR e , s\ ::::> u. L ~ ~" ro o-=> ~ s· -3 'I --z.. 70 KAXll«M AHT AT 1 TIHE I I I I .. , I I IP 3 ?--I ., 118 124 TOTAL YEARLY AMOCINT I I I . J . I-I I · , 37-;?--9~~ 1 • POONDS 2 • GALLONS 3 • TOHS 4 • HILLILITERS 5 • HILLIGRAAS 6 • CUBIC FEET HAZARD 106 5· ml rnRIESrn·CHECl:DIF A~i~i~~t~;-··o(OFFICE USE ON L:1 ULf:._J ~ l_J Co+IF REPRO·TOXIN HSOS D 133 134' 137 139 141 142 143 ~ ls½-1~f)1(\IJ 1M\ 1 L- 1D1 1L IS1BI: I I I I I I I I I I I I I I I I. I I I I I I I I I 1S 21 CAS NO. .... , -,.--, • .--. • ..--.,---.,_,.,_,.,-,., --· ..... --r; --r, -r-r---r----r-, -;--, 1r-i1r--i1r-11--r1--r1-r1 _,.., _,.., --r1 -r-1 -i1r-i1r--i1r-i1r--.1--r1-r,--.-1--.-1--i1 I I I I I I I I I I I I I I I I · I I I I I I I I I re I I I 70 HAXlf-lJH AMT TOTAL YEARLT 1 • POOJ/DS AT 1 TIHE AMOUNT 2 • GALLONS UNITS STORAGE -I I I I I J ] I I I I I I I . ! I J 3 • TOHS ~ ID 1F1 I ' • HI LLILITERS ,/ q_ ()~ h q .J:J 5 • HILLIGRAHS 6 • CUBIC FEET 118 124 133 134 HAZARD 106 CATEGORIES ••••CHECK IF APPROPRIATE•••• (OFFICE USE ON rn D CARCIIJOCEN/ D ID 'L\I (_J COUF ltEPRO·TOXIN HSOS D 137 139 141 1'2 1'3 ITEH ld·z!4j fs\.A~'o'c'1--1~'M' 'A-'c's' 1 1 1 1 1 1 1 1 1 1 1 1 1 1 n n I I .I I I I ~ CAS NO. 15 21 IA'~' ~D ~I\ l\.>--1 ~ 70 KAXlfUf AHT AT 1 TIME I I I I I ' I C i q 3 , -· j 11~ 124 I I I I I I I I I l_lf\Jrl) I I I I I I I L (\ \j,_Q(:, LS \.A.L \-r , ~ I I I I , , , 5 , , _ , ii, , 3 , 2, ~ 2) -_5 --r -·- TOTAL YEARLY AMOUNT I I I I I I I ., 3 p / 11 1 • POONDS 2 • GALLOMS 3 • TONS ' • HILLILITERS 5 • HILLIGRAHS 6 • CUBIC FEET HAZARD 106 o· ~ rnlESrn·CHECl:DIF A'6.i~i~1i;··-(OFFICE use mi ~ u2.£___j ~ (_J Co+IF llEPRO-TOXIN D HSOS D 133 134 137 139 141 142 143 ESTAB. ,io. HAlARPOUS "AIER(Al$ BUSIHE$$ PlAM I, INY€ffTQRY '" 1 3l;c}o6 r Dnt• 1J..i"?>1 ,-11. 2 -UlI HAZARDOOS MATERIALS TOCIR ESTABLISHMENT USES OR HANDLES AS fOLLOUSt • CARCINOGENS, REPRCOUCTIVE TOXINS OR HAZARDOOS C~PRESSED GASES IN m OUAHTITT. • OTHER HAZARDOUS SUBSTANCESf OR COOPOOIIDS IN CUAlffJTIES EQUAL TO OR GREATER THAN 55 GALLOHS, 500 POONDS OR 200 CUBIC FEET AT ANY ONE TIHE. • ANY ACUTELY HAZARDOUS SUBS AllCE ECUAL TO OR GREATER THAN THRESHOLD PLAJIHING QUANTITIES. See ATTACHED IHVOITCXlr FalN CXDE TA.lJLE FM STOOAGE CXDES AID ftAZARDOOS CATEGMIES. tTEH r.T.:n rr1 I I I I I I I I I I I I I I~ ~1L6uBETA1~E-F: I I I 15 . ITEH 21 CAS NO. Jc!v'c'tf\'u\(l 'dc}~k'o 'Q'L\'c' 'B'E-T'h', '1J'c' " , , ' , , , ' ' , ' ' , I 1~'t '7'5'q'-'c.;6 ~-'0' ' 70 HAXIHlJf AMT AT 1 TIHE r I I I I I ! I O '7 I . 118 124 TOTAL YEARLY AHOOHT I I I I {I r' / p I 1 • POOllDS 2 • GALlOllS 3 • TONS 4 • HILLILITERS 5 • HILLIGRAHS 6 • CUBIC FEET HAZARD 106 r;;· ~ mRIESrn·CHECKDIF Aii~~~~ii;···o(OFFICE USE Dill L::f ~ (Q.1J L_J CONF REPRO-TOXIN HSOS D 133 134 137 139 141 1-'2 143 lcJ·i0I ltk\ ~~1t\1 A 1Jo'~1A-1 ~\ 'Jc' ~9 ~ 'x/ I I I I I 11 n n-, n n 15 21 C I I I I 70 HAXU-Uf AHT AT 1 TIHE I I I I I I I . .:3 '1 1 118 124 I I I TOTAL YEARLY AMOUNT I I I I I I I I 7 ' 11&5..J I I I I I 1 • P()(JJIO S 2 • GALLONS 3 • TOllS 4 • HILLILITERS 5 • HILLIGRAHS 6 • CUBIC FEET CAS NO. I I I I I I I I I I I/ I · 1 IO L -7 I -u HAZARD 106 r:1· ~ rnRIESrn·CHECKDIF '"i.i~~~~1t···o(OFFICE USE Ollll L::J ~ ru ~ CONF . REPRO-TOXJN HSOS 0 133 134 137 139 141 142 1'3 I I I I I I I I I I .I I. I I I I n I I I I I I I I I -:> 1 ITEH I I I I I ~ -1:1; () I I I I I I I I I (OFFICE USE otll1 I I I I I I I CAS NO. • I 3 I I I,_· .. .., -7 rm I I • \ \A [.. . I I I I 106 ROPRIATE···· D \}. '9J \~,'-J~~-......... ~ __ I I I I I I HAZARD ····CHECK If ''b.,c1NoGEN/ D Hsos I I I I CATEGORIES D REPRO-TOXJN 21 1 I I I • , ic, -7, [T;l ["D "*' m 1S Ill,'£ 'µ' z' 0~\-1 e.. fl) /) l'-' • ~ ~ 1'1 142 . :.._!_:~;-;;;---. 137 139 70 KAXl!Uf AHT AT 1 TJHE I I I I/ ~tJ I l, I I I I I I I I I .. , .1 g J? .• TOTAL YEARLi AMOOHT 1 • POU>lDS 2 • GALLONS 3 • TONS 4 • HILLILITERS 5 • HILLIGRAHS 6 • CUBIC FEET UNITS STORAGE ~~ 1115 124 133 134 r J. ,~~:t ~ U-1!.ii.: :l!l I" ~SSL-J Date /:} .. .j3 I J q7_ I, I_NVENTORY 2 lill HAZARDOUS HATERIAlS Y<XJR ESTABLISHMENT USES OR HANDLES AS FD(lOUS: • CARC)NOGENS, REPROOUCTIVE TOXINS OR ffAZARorus Cc»iPRESSEO GASES IN !!n'. CUANTJTY. • OTHER HAZARDOUS SUBSTANCESf OR WlPOONDS IN QUANTITIES EQUAL TO OR GREATER THAN 55 GALLONS, 500 POUNDS OR 200 CUBIC FEET AT ANY OflE TIHE. • ANY ACUTELY HAZAROOOS SUBS AIICE EQUAL TO OR GREATER THAN THRESHOLD PLANNING QUANTITIES. SEE ATTACHED INVEMTotr FORM aDE TMLE F~ STOAAGc CXDES AM> HAZAADOOS CATECOllES. ITEH 10'·2-'BI lv'11r1A1~, lJ' 's ¼-'c'G-!?A~'(: I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 15 . 21 CAS ND. ITEH fi? 1 I 10 1 I 1~,1 I 111 1 I Li-"1? 1 I 1 1 I I I I I I I I I I I I I I I f]-I I I I ,2 1 I I I I' D c_ D , (-t E: J '-tt C E f n: f. , 'd ·-t S--· 70 HAXlfUf AHT AT 1 TIHE , I I 111 / IJ' 118 124 TOTAL YEARLY AHWNT I I I I / 1 I !/i J 1 • POOJIDS 2 • GALLONS 3 • TONS 4 • HILLILITERS 5 • HILLICRAAS 6 • CUBIC FEET HAZARD 106 ITTRIErnCHECK o'F A~i~i~it···o(OFFICE UDSE Olli lQJj ~-CONF REPRO·TOXIN HSOS UNITS STORAGE ~ fD 1 N\ 1SI 133 134 137 139 141 142 143 · k)½,§ I Id.\ j 1L-1 's'A-'c', 1C1'11LA1?t' I I I I I I I I I I I I I ': ., I I I ~; L 15 21 . CAS NO. ITEH \o~bl 15 I I 8 1 1 , 1 ,1,11111111111111111111111111111111,,,1111 70 HAXl>Uf ,AMT . -b 6 -5 AT 1 TIHE I' I '1'b'ql l 11_8 124 TOTAL YEARLY AHOONT I I I I I l t ] 3 I I -- I I I I I I I I I I I F R...A 6R....A ~CE: S: 21 f~ 1~10¼_'f 1G1A1r 1(:1 'ob I A 1 L 'c' 70 HAXl>Uf AHT AT 1 TIHE I I I I I I f I) .. q 1 .__ __ 118 TOTAL YEARLY AHOONT I I I I I Is I tf I 1 '5 ! 124 1 • POOJIOS 2 • CALlOHS 3 • TOIIS ' • HllLJLITERS 5 • HILLIGRAHS 6 • CUBIC FEET UNITS STORAGE ~ l6'~sl 133 134 . I I I I I I I I I I HAZARD 106 rnRIESrn·CffECICDIF A~i~ii~tii···o(OFFICE UDSE ONL' I.QJ_j ~ CONF REPRO·TOXIN HSDS . 137 139 141 142 143 n n I I . I I I I ~: CAS NO. 1, 'J.)-'H-h 'l-\'st, 11 'Ju' E'~J-?o' ~'--/ I l ,_ 1 , , , 1 1 , 1 , , I 1 • POUIIDS HAZARD 106 2 • CAlLOflS UNITS STORAGE CATEGORIES ••••CHECK IF APPROPRIATE•••• (OFFICE USE ONL' 3 • TONS · @ ~ ~ ~ D CARCINOGEN/ D : : mttf~ill:s 2 D J\l\. 2 () ( D Lf COHF REP!lO·TOXIN t4SOS D 6 • CUBIC FEET 133 134 137 139 141 142 1U -. --.. ., - l' ' ,, 13-8 INSTALLATION OF SPRINKLER SYSTEMS I Quick-Response (QR) Sprinkler. A type of spray sprin- kler that meets the criteria of 1-4.5.1 (a) I and is listed as a quick-response sprinkler for its intended use. Quick-Response Early Suppression (QRES) Sprinkler.* I A type of quick-response sprinkler that meets the criteria of 1-4.5.1 (a) 1 and is listed for its capability to provide fire sup- pression of specific fire haza1·ds. Quick-Response Extended Coverage Sprinkler. A type of quick-response sprinkler that meets the criteria of 1-4.5.l(a)l and complies with the extended protection areas defined in Chapter 4. Residential Sprinkler. A type of fast-response sprinkler that meets the criteria of 1-4.5.1 (a) 1 that has been specifi- cally investigated for its ability to enhance survivability in the room of fire origin and is listed for use in the protection of dwelling units. Special Sprinkler. Sprinklers that have been tested and listed as prescribed in 4-4.9. Spray Sprinkler. A type of sprinkler listed for its capa- bility. to provide fire control for a wide range of fire hazards. 1-4.5.3 Sprinklers defined according to orientation: Concealed Sprinkler. Recessed sprinklers with cover plates. Flush Sprinkler. Sprinklers in which all or part of the body, including the shank thread, is mounted above the lower plane of the ceiling. Pendent Sprinkler. Sprinklers designed to be installed in such a way that the water stream is directed downward against the deflector. Recessed Sprinkler. Sprinklers in which all or part of the body, other than the shank thread, is mounted within a recessed housing. Sidewall Sprinkler. Sprinklers having special deflectors that are designed to discharge most of the water away froni the nearby wall in a pattern resembling one quarter of a sphere, with a small portion of the discharge directed at the wall behind the sprinkler. Upright Sprinkler. Sprinklers designed to be installed in such a way that the water spray is directed upwards against the deflector. 1-4.5.4 Sprin.klers defined according to special application or environment: Corrosion-Resistant Sprinkler. Sprinklers fabricated with corrosion-resistant material or with special coatings or platings to be.: used in an atmosphere that would normally corrode sprinklers. Dry Sprinkler.* Sprinklers secured in an extension nip- ple that has a seal at the inlet end to prevent water from entering the nipple until the sprinkler operates. Dry sprin- klers arc intended to extend into an unheated area from a wet pipe system or (for dry-pendent sprinklers) to be used on a dry pipe system in the pendent position. Intermediate Level Sprinkler/Rack Storage Sprinkler. Sprinklers. equipped with integral shields to protect their operating clements from the discharge of sprinklers installed at higher ele\·ations. Ornamental/Decorative Sprinkler. Sprinklers that have been painted or plated by the manufacturer. 1996 Edition 1-4.6 Construction Definitions. Obstructed Construction.* Construction where beams, trusses, or other members impede heat flow or water distri- bution in a manner that materially affects the ability of sprin- klers to control or suppress a fire. Unobstructed Construction.* Construction where beams, trusses, or other members do not impede heat flow or water distribution in a manner that materially affects the ability of sprinklers to control or suppress a fire. Unob- structed construction has horizontal structural members that are not solid, where the openings are at least 70 percent of the cross section area, and the depth of the member does not exceed the least dimension of the openings, or all con- struction types where the spacing of structural members exceeds 71/2 ft (2.3 m) on center. For descriptions of construction types, see A-l-4.6(a) and (b). 1-4.7* Classification of Occupancies. Occupancy classifi- cations for this standard relate to sprinkler installations and their water supplies only. They are not intended to be a gen- eral classification of occupancy hazards. 1-4.7.1 * Light Hazard Occupancies. Occupancies or por- tions of other occupancies where the quantity and/or com- bustibility of contents is low, and fires with relatively low rates of heat release are expected. 1-4.7.2 Ordinary Hazard Occupancies. 1-4.7.2.1* Ordinary Hazard (Group 1). Occupancies or portions of other occupancies where combustibility is low, quantity of combustibles is moderate, stockpiles of combusti- bles do not exceed 8 ft (2.4 m), and fires with moderate rates of heat release are expected. 1-4.7.2.2* Ordinary Hazard (Group 2). Occupancies or portions of other occupancies where quantity and combusti- bility of contents is moderate to high, stockpiles do not exceed 12 ft (3. 7 m), and fires with moderate to high rates or heat release are expected. -:,1-4.7.3 Extra Hazard Occupancies. 1-4.7.3.1 * Occupancies or portions of other occupancies where quantity and combustibility of contents is very high and flammable and combustible liquids, dust, lint, or other materials arc present, introducing the probability ofrapidly developing fires with high rates of heat release. 1-4.7.3.2 Extra hazard occupancies involve a wide range of \'ariables that may produce severe fires. The following shall be used to evaluate the severity or Extra Hazard Occupancies: Extra Hazard (Group I) includes occupancies described in 1-4.7 .3.1 with little or no flammable or combustible liquids. Extra Hazard (Group 2) includes occupancies described in 1-4.73. I with moderate to substantial amounts of flam- mable or combustible liquids or where shielding of combus- tibles is extensive. 1-4.7.4 Special Occupancy Hazards. 1-4.7,4:1 * Other NFPA standards contain sprinkler system design criteria for fire control or suppression of specific haz- ards. These are listed in Chapter 11 and include but are not limited to NFPA 30, Flammable and Combustible Liquids Code; NFPA 30B, Code for the Manufacture and Storage of Aero~ol Products; NFPA 40, Sta11dard for the Storage a11d Ha11dling of '' 13-64 INSTALLATION OF SPRINKLER SYSTEMS Exception No. 3: Where pumps taking suction fiom a Jn-ivali: fire seroice main supJ1ly sprinklers only, the fmmp need not be sized to accommodate inside and outside hose. Such hose allowance shall be considered in evaluating the available water supplies. Table 5-2.3 Hose Stream Demand and Water Supply Duration Requirements Total Combined Inside and Hazard Inside Hose Outside Duration in Classification (gpm) Hose (gpm) Minutes Light 0, 50, or 100 100 30 Ordinary 0, 50, or 100 250 60-90 Extra Hazard 0, 50, or 100 500 90-120 For SI Uni1,: I gpm = 3.i851Jmin. 5-2.3.1.2 The water supply for sprinklers only shall be determined either from the area/density curves of Figure 5-2.3 in accordance with the method of 5-2.3.2 or be based upon the room design method in accordance with 5-2.3.3, at the discretion of the designer. For special areas under con- sideration, as described in 5-2.3.4, separate hydraulic calcu- lations shall be required in addition to those required by 5-2.3.2 or 5-2.3.3. 5-2.3.1.3 Regardless of which of the two methods is used, the following restrictions apply: (a) For areas of sprinkler operation less than 1500 sq fl (139 nl) used for Light and Ordinary Hazard Occupancies, the densit}' for 1500 sq Ii. (139 m2) shall be used. For areas of sprin- kler operat.ion less than 2500 sq ft (232 1112) for Extra Hazard Occupancies, the density for 2500 sq ft (232 m2) shall be used. (b)* For buildings having unsprinklered combustible concealed spaces (as described in 4-13.1.1), the minimum area of sprinkler operation shall be 3000 sq ft (279 m2). Exception No. 1: Coinbustible concealed spaces filled entirely with noncombustible insulation. Exception No. 2*: Light or Ordi11a1y Hazard Occupancies where noncombustible or limited rombustihle ceilings rm directly attached to the bot/om of solid wood joists so as to create enrlosed joist spaces 160 cu ft (4.8 1113) or less in volume. ,~ Excej1tion No. 3*: Concealed spaces where the exposed smfaces have a flame sj1read rating of 25 or less and the materials have been demonstrated to not propagate fire in the form in which they m:e installed in the space. • . (c) Water demand of sprinklers installed in racks or water curtains shall be added to the ceiling sprinkler waler demand at the point of connection. Demands shall be bal- anced to the higher pressure. (See Chaf1ter 6.) Water demand of sprinklers installed in concealed spaces or under obstructions such as ducts and cutting tables need not be added to ceiling demand. (cl) \-\'here inside hose stations are planned or arc re- quired by other standards, a total water allowance of 50 gpm (189 Umin) for a single hose station installation or 100 gpm (378 Umin) for a multiple hose station installation shall be added to the sprinkler requirements. The water allowance shall be added in 50-gpm (189-IJmin) increments beginning at the most remote hose station, with each increment added al the pressure 1·cquircd by the sprinkler system design at that point. (e) When hose Yalves for fire department use arc attached to wet pipe sprinkler system risers in accordance with 1-13.21, the water supply shall not be required to be Density, (Urnin)/rn2 ~ r: 0 -~ w 0. 0 .. w 3: .s ci <fl 0 <v ~ <( 2.0 5000 4000 ,__ 3000 2500 2000 1500 0.05 1996 Edition -1 I I 4.1 2 \ \ \ \ \(:. ~ ' ,. \ \ , 0.10 6.1 3 \ ' \ \ ' ' \9 \% 1 ':2. _,. \ ' \ \ , 0.15 8.1 10.2 12.2 ~ r\. \. "\. 4 ' •"-,~ ·-s: \. ;;>~ '% \. . ? 'l " \<2 ' 9:. \i \. ::2. t-' \ ' \ \ 0.20 0.25 0.30 Density, gprn/ft2 Figure 5-2.3 Arca/density curves. ~ ,,. \ 14.3 5 1, ,~ ·-s: I\. ;;>" 16.3 465 372 l·Q '\.. 1,.-, _._ I 'I I \ '\. i 0.35 279 r\. ' 232 186 139 0.40 (\J E r: .2 1§ (I) 0. 0 ci d. C -~ <fl 0 <v ~ < ,-.· POOR QUALITY ORIGINAL S -~~). t w U1 [. ! ;; 9 i:::, ~ cg· C"l C ~ J ,t4i~13'1!i~~ t•·::i.~>1'~·-.... Height Over l'.! Ft UpThru 15 Ft Over 15 Ft Ur, Thru 20 Ft Ov 20 Ft l ~ Thru 5 Ft .. , •._.,_,: ... Commodity Class I II Ill IV I II Ill IV I II Ill G) -e;; .-._ 0 C\~ '1 ~ "":-,=;:.: ...... -o °'~ "'<'> 0 " "":'J~ ~ 5· t 1Il1l111ttfi111U Table 6-13.l Multiple-Row Racks. Rack Depth up to 16 Ft, Aisles Wider than 8 Ft, Storage Height up to 25 Ft. Ceiling Sprinkler Water Demand Sprinklers Wit& In-Rack Sprinklers Without In-Rack Sprinklers Encap· Mandatory Apply Fig. Apply Fig. sulated In-Racks Fig. No. Curves 6-8.2 1.25 x Density Fig. No. Curves 6-8.2 1.25 x Density :--:o, G-1 i. I (al No 6~1 I. I (a\ l&J No 6-1 I.I Ca) Yes 6-11. l(a) Yes Yes l&J Yes ~ll No 6·1 l. l\b) No t5-1 l.l(b) l&J ;,,;o 6-11.1\b) C&D Yes 6-11.l(b) Yes Yes l&J Yes Yes No _No 6-1 l.l(c) No 6·11.l(c) l&J Yes No Yes I Level 6-1 l.l(c) Yes No No 6-11.l(d) No 6-11.l(d) C&D No No Yes 1 Le,·el 6-11.l(d) ·A&B 1.50 x Density No 6-11.l(a) No 6.1 I.I (a) l&J No 6-1 I.l(a) Yes 6-1 l.l(a) l&J Yes Yes No Yes No 6-1 l.l(b) No 6-1 l.l(b) l&J No C&D Yes Yes 6-11.l(b) Yes 6-11.l(b) l&J Yes Yes No No No 6-11.1 (c) 6·11.I(c) l&J Yes No I Level 6-1 l.l(c) Yes ---~ Yes --No 6-11. l(d) No --I Level ---r---_ Yes 6-1 l.l(d) A&B 1.50 x Density ---No No 6-1 l.l(a) No 6-1 l.l(a) l&J Yes No I Level 6-1 l.l(a) Yes ~ ~ Yes No 6-11.l(b) No ~ 6-11.l(b) C&D Yes Yes K 1 Level No No 6·1 l.l(c) No 6-11.l(c) Yes V Yes ~ ~'lo') '6-11.l(d) . No ~ 2 Levels 6-11.l(d) A&B 1.50 x Density .Yes f ., ~ C z :;; 0 :0 :l: -n ii m n 0 0 m ~ U> U> .I>, C z :;; 0 :IJ ~ -n ii m () 0 0 m en 5:.! z 0 )> :0 C co .... ~ . ----...... ,.., .... Ji i.'~;~~~!~l , ,.tri!t -· .;:· .. .:. ~_::~.: :-~;:~:..~l: .( .};··-:~·,:·:-~=;;: :::~~)rr;_: ~;i:;-±;1i.~ ;-~·-:;-~;~;;;:~,~~ ~-~-~:.i: .. ~~~~~;ff;~{?tttiit:· {::1:1;~~itlt.~:.tl~ UNIFORM FIRE CODE Umin)/m' racks !86°F 1111 racks ,/ 165°F rndt1 , 2sr,°F · melts '65°F ., with ; and /er.1. 1ith \ und 11/dcrs. -'c Storage - lets. :.:.: 1994 UNIFORM FIRE CODE STANDARD 81-2 t: 6000 A B C D E FG H ,, I z 0 I\ ~ 5000 "' w " ... -0 ' "' w 4000 I' ~ " z ' o2 I--· ' ... .,, 3000 ""' u. .... .... "'"' 0 .... "' < w "' 2000 < z Cl vi 1-L.:t:tjj::ttt:t:t~jji:t:t:t:tjjjttt:t:tjjtttt:tjjjl:t:t:t:l:jjl:lj ~-1000 0,2 · 0,25 0,3 0,35 0,4 0,45 0,6 , 0,55 0,6 CEILING SPRINKLER DENSITY -GPM/FT• For SI Units: I Ii = 0.3048 m; C = 1fg (F-32); I gpm/ft2 = 40.746 (Umin)/m2 Curve Legend A -Single or drmble row racks with 8{1 aisles with 286°F ceiling sfirinlders and 165°F in-rack sj1ri11klers. n -Single or rln11ble row racks with 8ft 11i.,l1•s with J65°F r.r.iling_.1j1l'i11klers and 165°F in-rack sj1ri11/c/ers. C -Single or do11ble row racks with 4-ft aisles or multiple row racks with 286°F ceil- ing sprinldrn and /65°F in-rack sprinklers. D -Single or dn11ble row melts with 4ft ai.1/r..1 m· mulliple ro111 rack~ with I65°F ceil- ing sprinklers and I 65° F in-rack sjJTinklers. Curve Legend {Y-Single or double row racks with 8-ft aisles and 286°F ceiling sprinklers. F -Single or dou/Jle row racks with 8-ft aisles and !65°F ·ceiling s/1rinldcrs. G -Sin1;lr. or double row racks with 4-fl aisles and 286°F ceiling sprinklers. H -Single or double row racllS with 4{t aisles and 165°F ceiling sprinklers. Cun·cs C and D also appl}' to rcilini; sprinklers only for multiple fPW racks up to and including 15 ft (4.2 m) high, and Figure 6-8.!! shall not he applied. Figure 6-11.l(d) Sprinkler System Design Curves -20-Ft High Rack Storage - Class IV Nonencapsulated Commodities -Conventional Pallets. 2-731 231C-38 RACK STORAGE OF MATERIALS Table 10-1 Early Suppression Fast Response (ESFR) Sprinkler Data ,1.'1• ,•\,, . .: ..... Type of Storage ' ., :i ,,' \• Maximum Height of Storage Commodity ft (m) Maximum Height Sprinkler of Uuilding Design (ft) {m) Nominal K Pressure Commodity (Note I) Factor psi (bars) Limitation Single-, double-, and multiple-row rack stor- age {No open-top con- tainers or solid shelves) Cartoned' unexpanded plastic; cartoned expanded plastic; uncartoned unexpanded plastic; and Class I, II, III, or IV commod- ities, encapsulated or unencapsulated 25 (7.6) 311 (9.1) 13.5-14.5 50 (3.4) Cartoned unexpanded plastic; and class I, 11, III, or IV commodities, encapsulated or unencapsulated 35 (10.7) 40 (12.2) 13.5-14.5 75 (5.2) Note 2 20 (6.1) 2I, (7.6) I 1.0-11.5 50 (3.4) NOTE I: Ma,cimuiu building height shall be measu1·ecl to the underside of the roof deck or ceiling. NOTE 2: Only ESFR sprinklers specifically listed for 40-ft (12.2-m) high buildings shall be used in buildings higher than 30 ft (9.1 111) up to 10 ft (12.2 111). Chapter IO · Early Suppression Fast Response (ESFR) Sprinklers 10-1 * General. Early suppression fast response (ESFR) sprinklers shall' be permitted for the protection of rack storage in accordance with Table 10-1 and shall be used only in buildings equal to, or less than, the height of the building for which they have been listed._ Exception: ESFR protection as defined shall not apply to: 1. Rack storage involving solid shelves 2. Rack sto!,age involving combustible, oj1en-top cartons or containers. 10~2 Sprinkler'Sy~tem ·n~sign._ 10-2.1 * ESFR sprinkler systems shall be designed to pro- vide the minimum operating pressure, in accordance with Table 10-1 for the commodity, storage height, and build- ing height involved, to the twelve most hydraulically remote sprinklers based on flowing four sprinklers on each of three branch lines. 10-2.2 The distai.1ce between branch lines and sprinklers on branch lines shall not be more than IO ft (3.1 m) nor less than 8 ft (2.4 m) for ~uildings higher than 30 ft (9. l m) up to 40 ft (12.2 m), and not more than 12 ft (3.7 m) nor less than 8 ft (2.4 m) for buildings up to 30 ft (9.1 m) high. ,' 10-2.3 Only wet-pipe systems are acceptable for use with ESFR sprinklers. 10-2.4 .All requirements contained in NFPA 13, Standard J~r the bistallat~on of Sprinlder Systems, shall apply. Exception: Where modified by this sland<Lrd. 10-2.5 ESFR sprinklers shall be ordinary-temperature rated sprinklers. Exception No. 1: ESFR sj1rinlders localed in f1roximity to heal sources. Excej1tion No. 2: ESFR s/Jrinklers localed under sliylights. 10-3 Water Demand. 10-3.l A minimum of250 gpm (16 IJs) shall be added to the sprinkler demand for combined large and small hose streams. 10-3.2 Water supply duration shall be at least I hour . . 1995 Edition Chapter 11 Equipment 11-1 Mechanical Handling Equipment-Industrial Trucks. · 11-1.1 Power-operated industrial trucks shall be of the type designated in NFPA 505, Fire Safety Standard for Pow- ered Industrial Trucks Including Ty/Je Designations, Areas of Use, Maintenance, and OJ1eration, and their maintenance and operation shall be in accordance with Chapters 2 and 3 of that standard. ll-l.2t Industrial trucks using LP-Gas or liquid fuel shall be refueled _outside of the storage building at a location designated for that purpose. ·.· Chapter 12 Building Maintenance and Operation 12-1 * Building Operations Other than Storage. Weld- ing, soldering, brazing, and cutting shall be permitted to be performed on rack or building components that cannot be removed, provided no storage is located below and within 25 ft (7 .6 m) of the working area and flameproof tarpaulins enclose this section. During any of these opera- tions, the sprinkler system shall be in service. Water-type extinguishers with a capacity of 2½ gal (9.45 L) and charged inside hose lines shall be located in the working area. A fire watch shall be maintained during these opera- tions and for at least 30 additional minutes. 12-2* Waste Disposal. Approved containers for rnbbish and other trash materials shall be provided. 12-3 Smoking. Smoking shall be strictly prohibited. "No Smoking" signs shall be posted in prohibited areas. Exception: Smoking shall be fJennilled in locatioiis f1romine11tly designated as smoking areas. 12-4* Maintenance. Fire walls, fire doors, and floors shall be maintained in good repair at all times. 12-5* Plant Emergency Organization. A fire watch shall be maintained when the sprinkler system is not in service. 12-6* General Fire Protection. The sprinkler system and the water supplies shall be inspected, tested, and maintained in accordance with NFPA ,25, Standard for the Inspection, Test- ing, and Maintenance of Water-Based Fire Protection Systems. ULTRA™ K-25™ ESFR i ti low Pressure '. •• Early Suppression Fast Response Manufactured by: Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Product mxm-~ Description The Central ULTRA™ K-251., Early Suppression Fast Response (ESFR) Automatic Sprinkler has been de- signed to meet high challenge fire hazards while eliminating the high pressure requirements of K-14 ESFR's and the need for in-rack sp~inklers. The Model ULTRA™K-2511•1 uses a larger orifice than other ESFR sprink- lers which allows the reduction of the required pressure. The pressure re- quired varies by building and storage height. Refer to the required pressure chart for specific requirements. The UL TRA11,1 K-251,., has several ad- vantages over 14 K-Factor ESFR's. The main advantage is in the lower required pressure. This reduction, up to 60% in some cases, can have a dramatic effect on the sprinkler system. It can eliminate the need for a pump and all of the associated pump ex- pense, such as additional electrical service to the building. The maximum deflector distance is i 8" (457.2 mm) compared to 14" (355.6 mm) as is the case for 14 K-factor ESFR's, and the reduction in pressure can make instal- lation more cost effective with smaller easier to install pipe. Another main advantage is that the UL TRA11.1 K-25™ is for buildings up to 45'-0"(13.7 m) high with 40'-0"(12.2 m) of storage without the need for in-rack sprinklers. i 4 K-Factor ESFR's require in-rack sprin- klers discharging at 50 psi in this situa- tion. Eliminating in-rac~ sprinklers in situations where 14 K-Factor ESFR's can not, shows the outstanding perfor- mance of the ULTRAn., K-25™. The Model UL TRA1M K-2sn., utilizes a 160°F/ 71 °C or a 200° F/ 93"C Fast Response element, giving the sprinkler the required fast response characteris- tics. The fast response, combined with water droplet size and velocity provide early suppression to high challenge fires. Operation: The UL TRA1"' K-25™ uti- lizes a heat sensitive three fin operat- ing element. It does not use an o-ring in any part of the design. The element operates when heat is absorbed by the heat fins and conducted to the alloy pellet. At the rated temperature the alloy pellet melts, causing the ball plunger to drop, freeing balls from the retaining groove. This releases the heat fin/ washer assembly and allows the arms to eject and the water to flow from the open orifice. -ATTENTION - ·?Early ?§Jppression '··=-r. t :,:._:;!'}~]::~$ . . . . \.R.~sponse. _:.:i;~litomatic ..f. ... ~~:/f.~.-}~~,:~~\~::· .::. ·, ..... ____ :}$.prinkler . -: ,,-:t".'': ~ !·~ • ' . Technical Data Model: UL TRA1M K-251M Style: Pendent Orifice Size: .930 (23.6 mm) K-Factor: 25.0 (360.5 metric) Thread Size: i" N.P.T. (25 mm) Temperature Rating: 160°F/ 71 °C 200°F/ 93°C Sensitivity: Quick Response Approvals: FM Maximum Working Pressure: 175 psi (12.1 bar) Factory Hydro Test:100% at 500 psi (34.5 bar) Stand.ard Finish: Brass Length: 4 3/32" (104 mm) Width: 2 i 3/i 6" (71.4 mm) Weight: 0.69 lbs. (313 g) Patents: Patents are pending. No. 3-1.0 ULTRA™K-25TM Early Suppression Fast Response Pendent Sprinkler -..,-~· -: . CENTRAL 213/16" (71.4 mm) 31/2" (88.9 mm) 1 29/32" -{48.4mm)- Note: For projects requiring Factory Mutual Guidelines, consult the Factory Mutual Loss Pre~ention Data Sheets. Some of their re quirements are different. Max. Bldg. Height 30' (9.1m) 35' (10.7m) 40' (12.2m) 45' (13.7m) Required Pressure Max. Storage Height 25' (7.6m} 30' (9.1m) 35' (10.7m) 40' (12.2m} UL TRN·' K-25n., ESFR PSI Required 20* (1.4 bar) 30* (2. 1 bar) 40* (2.8 bar) 50* (3.4 bar) • No in-racks required for any K-25™ application. 2 Comparison K-14 ESFR PSI Required 50 (3.4 bar) 75 (5.2 bar) 75 (5.2 bar) 90**+(6.2 bar) .. K-14 require 1 level of in-rack sprinklers discharging at 50 psi. ' t ' • ' ,,. ' .:J . , Design Requirements -Applications The design and installation of UL TRNM K-25™ ESFR sprinkler systems must comply with the applicable standards of NFPA, the Authority Having Jurisdic- tion, Factory Mutual's Loss Prevention Data Sheets, and the information pro- vided in this data sheet. · Commodity: Cartoned unexpanded plastic: and class I,11,11I,or IV commodities, encapsulated or unencapsulated Minimum Pressure: Follow the chart on page 2. Minimum Flow: Use 25 as the K-Factor and the pressure according to the chart on page 2 with standard hydraulic calculation procedures. Maximum deflector distance: 18" (457.2 mm). In-rack sprinklers: Not required for any building height or storage height. All other design guidelines are the same for all ESFR sprinklers and can be found in the NFPA Standards and FM Loss Prevention Data Sheets. Installation All Central Model UL TRNM K-25w Automatic Sprinklers must be installed according to current NFPA Standards and these installation instructions. Deviations from these requirements and standards or any alteration to the sprinkler itself will void any. warranty made by Central Sprinkler Company. In addition, installation must also meet local government provisions, codes, and standards as applicable. The system piping must be properly sized by hydraulic calculation to ensure the minimum required pressure at the sprinkler. Install sprinklers after the piping is in place to avoid mechanical damage; replace any damaged units. Upon completion of the installation, the system must be tested per recognized standards. In the event of a thread leak, remove the unit, apply new pipe joint compound or tape, and reinstall. ·Teflon Is a trademark of the DuPont Corp. Installation Sequence Step 1. Use only a non-hardening pipe joint compound or Teflon* tape. Apply only to the male threads. Step 2. Hand tighten the sprinkler into the fitting. Use wrench to tighten the unit into the fitting. A leak-tight joint requires only 7 to 14 ft.-lbs. (9.5 to 19.0 Nm) of torque; a tangential force of 14 to 28 lbs. (62.3 to 124.6 N) delivered through a 6" (150 mm) handle will deliver adequate torque. Care & Maintenance Sprinklers must be handled care- fully. They must not be transported or stored where ambient temperature may exceed 1 oo~F/38°C. For best results, store them in a dry, cool loca- tion in the original shipping package. Do not install sprinklers that have been dropped or visibly damaged. Sprinklers should never be painted, coated, plated, or altered in any other way from manufactured condition or 3 they may not function properly. Any sprinklers altered in such manner· must be replaced. The owner is responsible for the proper operating condition of all fire protection devices and accessories. The NFPA Standard 25 entitled, "Inspection, Testing and Maintenance of Water-Based Fire Protection Sys- tem", contains guidelines and mini- mum maintenance requirements. Furthermore, the local Authority Hav- ing Jurisdiction may have additional regulations and requirements for maintenance, testing, and inspection that must be obeyed. It is advisable to have sprinkler sys- tems inspected regularly by a qualified inspection service. Length of time be- tween such inspections can vary due to accessibility, ambient atmosphere, water.supply, and site activity. Do not attempt to re-assemble or otherwise reuse a sprinkler that has operated. Replace any sprinkler ex- hibiting corrosion or damage; always use new sprinklers of the same type and temperature rating as replace- ments. Because the discharge pattern is critical to protection of life and prop- erty, nothing should be hurig or at- tached to the sprinkler unit that would disrupt the pattern. Such obstructions must be removed. In the event that construction has altered the original configuration, additional sprinklers should be installed to maintain the protection level. Do not attempt to replace sprinklers without first removing the fire protec- tion system from service. Be certain to secure permission from all Authori- ties Having Jurisdiction, and notify all personnel who may be affected dur- ing system shutdown. A fire watch during maintenance periods is a wise precaution. To remove the system from service mode, f Irst refer to tne system oper- ating guide and valve instruction. Drain the water and relieve pressure in the pipes. Remove the existing unit and install the replacement, using only the special sprinkler wrench. , Be certain to match the model, style, orifice, and temperature rating. A fire protection system that has been shut off after an activation should be returned to service immediately. < '\. .(', ~: Inspect the entire system for damage and replace or repair as necessary. Sprinklers that did not operate but were subjected to corrosive 'elements of combustion or excessive tempera- tures should be inspected, and re- placed if need be. · Guarantee: Central Sprinkler Com- pany will repair and/or replace any products found to be defective in material or workmanship within a period of one year from the date of · shipment. Please refer to the current Price List for further details of the warranty. ©1998 Central Sprinkler Company Printed in U.S.A. CENTRAL . . Central Sprinkler Company 451 North Cannon Avenue, Lansdale, PA 19446 PHONE (215) 362-0700 . FAX (215) 362-5385 · ... Ordering l:t:il Information ~ Ordering Information: When placing • an order, indicate the full product name and correct spare sprinkler cabinet with spare sprinklers. Also, be sure that outlets on branch line piping are i II so that they can accept the i 11 thread of the Ul,. TRA™ K-25™. Availability and Service: Central sprinklers, valves, accessories, and other products are available through- out the U.S. and Canada, and inter- nationally, through a network of Cen- tral Sprinkler distribution centers. You may write directly to Central Sprinkler Company, or call (215) 362-0700 for the distributor nearest you. Patents: Patents are pending. Conversion Table: 1 inch = 25.400 mm i foot = 0.3048 m 1 pound = 0.4536 kg i foot pound = 1 .36 Nm i psi = 6.895 kpa = 0.0689 bar = 0.0703 kg/cm2 1 U.S. gallon= 3.785 dm3 = 3.785 liters Conversions are approximate. ESFR-2.0 .. • • ••• ii rll II • ct • • : • • • • • • • , ~ •• .,J RE~EiVE:D .. ---- . \ /- 1 FCI i=IRE CODE~-- March-April 1996 1 rw., t o Vii 1996 JOURNAL:M Ti.I!:~.';.~ v,w F? . -'JC!..1.1:Y A"IDA.ssoc PART II 1996 Annual Report of the Uniform: Fire Code (U.F.C.) and Urban-Wildland Interface Code (U.W.I.C.) Code Developmen~ Committees CONTENTS Preamble . • • • • • • • • • • • • • • . • • . • • . • • • • • • • . • • • . . • • . • • • • . . • • • • . • • • • • • iii Legend......................................................... iv Status Chart • . • • • • . . • • • . . . . . . . • • • . . . . . . . • . • • . . • • . • • . • • • • • • . • • • . • vii Challenge Form • . • • • • . • . • • . . . • • . • • • . • . • . . . • • • . . . . . . . . . . • . . • • . • • • xiii Uniform Fire Code . • . • • • . . . . . . . • . • • . . • . . . . • • . . . . . . • . . . . . . . . • . . . . • 1 Uniform Fire Code Appendix .•.•.••. ;· ·. • • . . . . • . • • . . • . . . . • • . . . . . • • • • 25 Uniform Fire Code Standards . . . . • • • • • . . • . . . . . . . . . . . . . . . . . . . . . . . . • 28 Uniform Building Code Standards • • • • • • . • • . • • . . • . • • • • . • . • . • • • . . • • . . 30 Urban-Wildand Interface Code • • • • • • . • . • . . . . . . • . . . . . . . . . . . . . . . . . . . 31 Acceptance of the First Draft as a·1997 Edition Code . . . . . . . . • . • . • . . • 45 ANNUAL BUSINESS MEETING August 4-8, 1996 (Code Session August 5-8, 1996) Sheraton, Long Beach 333 East Ocean Boulevard Long Beach, California 90802 (310) 436-3000 .COPYRIGHT© 1996 by ,. IN1ERNATIONAL FIRE CODE INSTITUTE, INC. 5360 Workman Mill Road . Y'{hittier, CA 90601-2298 .. • ' .. I • • • I .. ,. .-, - resistive wall with opening protected with one-hour fire resistance. The concept of requiring sprinklers throughout the building is appropriate because, if a fire began in the unprotected part of the building, lhe sprinkler protection within lhe storage area may be overpowered without proper separation. Consideration should be given to the performance of a one-hour wall. Overall, this proposal would clarify and streamline the requirements of Article 81. Through the clarification, the intent of Article 81 can be more clearly understo·od. · · The proponent moved to amend the code change by deleting the exception to Section 8102.3.2.1 because it is already found in the code, This amendment was approved. ~ 8102.7.3-96-1-C.F.C.A. Approval as Revised As Revised: Table 81-B, page 1-361. Delete Footnote 2 and substitute as follows: 2When areas of buildings are equipped with early suppression-fast response (ESFR) sprinklers, the curtain boards within these areas shall be located only at the perimeters of each ESFR sprinkler system, Reason: The proposal revises Footnote 2 of Table 81-B. The proposal is intended to coincide with the charging statement in Section 8102.7.3. This revi- sion clarifies the footnote. Currently, it is unclear whether curtain boards are intended to be provided around each ESFR sprinkler system. This clarifies the intent expressed during the Article 81 rewrite that each ESFR sprinkler system ... ~ provided with a curtain board at the perimeter. Item 101 8104.3-96-1-C.F.C.A. Disapproval Reason: The proposal has merits because, by compiling the infonnation in table fonnat. confusion would be eliminated and this section would be more user friendly. · · However, concerns were raised regarding requiring flue spaces in nonsprin- klered buildings, clarifying Foomote 3 and trying to make the table more user friendly. · Item 102 8203.2.1.5-96-1-A. H.M.A. Disapproval Reason: This revision basically alters Article 82 to allow the use of LP-gas for commercial food service, It has been suggested that many restaurants cur- rently arc using LP-gas illegally in large quantities. This code change has merit because it would legalize the use of LP-gas for such purposes and limit the quan- tity and restrict the equipment used. This would provide restaurants and com- mercial caterers with a legal and safe way to use LP-gas. Issues were raised regarding inconsistencies with NFPA standards, Item 103 8212.7-96-1-F.M.A.C. Disapproval Reason: This revision will prohibit the storage and use of LP-gas within base- ments, pits and subgrade areas. An exception is also provided which would allow limited amounts for small repairs such as sweating pipes, These provisions arc similar to the Mechanical Code prohibition for LP-gas appliances in such areas (U,M.C. Section 304.6), and would make the codes more consistent. Consider- ation should be given. however, to locating provisions for "use" in a more appropriate section, Also, the proposal is not clear on the requirements between the main paragraph and the exception and making reference in the proposal to other sections of the code. Item 104 8803.3-96-1-C.S.M.A. As Revised: Approval as Revised Sec. 8803.3, page 1-384. Revise the last paragraph as follows: Draft curtains required by Section 8803.3 shall be constructed of noncombustible material and shall~ extendi:.d at least 24 inches (610 mml 4-feat ( J 219 mm) or 20 percent o·r the building height, whichevei: is greater, from the ceiling. Reason: This code change reflects an ·updated Factory Mutual Research Foundation engineering evaluati9n. AJ !h~ code hearings;the proponent sub- mitted the required supporting documentation, which is based on the Factory .·,;;,·-_,_.i· .. ~: ITEM 99 ITEM 109 Mutual Research Foundation Technical Report on the Response of Sprinklu Unks to Rack Storage Fires by Hsiang-Cheng Kung, Robert D, Spaulding and Hong-2'.eng You, report number OG2E7.RA, The proponent also submitted Fac- tory Mutual Loss Prevention Data 2-2, May 1995, pages 1 through 15, as sup- porting documentation at the code hearings. . . Item 105 9003-96-1-C.F.C.A. Approval Section 9003, standard f,1.1, page 1-393. Revise as follows: f.1.1 8 33 RaGk Storage of Materials 8-9 Storage of Class I. IT. III. IV and Plastic Commodities Reason: Factory Mutual has elimil)llted Standard 8-33 and merged those pro visions with Standard 8-9, "Storage of Class I, II, m, IV and Plastic Commodi- ties," Those previous provisions are now found in a single standard, · The proposal would update Section 9003 to reflect current changes in the doc uments adopted by the Fire Code, According to page3 of Factory Mutual Data Sheet 8-9, this is a new data shee which combines former FME&R Data Sheets 8-9, "Storage of Plastics a,u Elastomers Including Polyurethane, Expanded Rubber and Crode Narura/ an, Crude Synthetic Rubber;" dated February 1981; 8-25, "Indoor Genere, Storage," dated November 1981; and 8-33, "Rack Storage of Maten'als, "datec January 1984, Item 106 9003-96-2-E.S.G. Disapprova Reason: This code change ·would add both the Hazardous Materials Classif; cation Guide and HMEx software as referenc~d standards. The reasoning for th: proposal is based on the discussion following disapproval ofltem 81 during th 1994-1995 code change cycle which suggested deleting the examples wilhi Appendix VI-A and instead referencing the Hazardous Marerials C/assijicariG Guide. Also, the proponent feels that use of such a guide must be accepte through some type of consensus, Consideration may be given to including a updated and brief guide within the appendix for quick-reference purposes. Ho\\ ever, it should be noted that the Hazardous Materials Classification Guide is nc a standard and it does not seem appropriate to insert it as a recognized standar, Also, it is unnecessary to include Item i.2.2 since the software is lhe same as tl guide. U.F.C. APPENDIX Item 107 A-ll-E-96-1-A.F.C.C. Approv; Appendix II-E, page 1-419. Delete the exception to Section 2.1. Reason: The exception to Section 2.1 was not intended to exclude all co sumer products in consumer packaging. These products arc found in large qua ti ties in warehouses awaiting distribution as well as in tl1e vary large supers tor and they need to be included in the inventory to detennine the occupancy clas· fication. Materials used in maintenance or janitorial tasks around the occupar, could involve large quantities depending on the size and type of tl1e occupan and the definition of minor maintenance, It seems proper to delete the exceptic and allow the chief to exempt insignificant quantities if it is appropriate. Item 108 A-ll-F-96-1-Con.VJH.C.S. As Revised: Approval as Revise Appendix II-F, page 1-432. Revise Section 4.1 as follows: 4.1 General. Protected aboveground tanks shall be listed and shall me the requirements Gf &r;ieclfied jn U.F.C. Standard A-II-F-1 and sha}l · , labeled accordiafl'.IY. Reason: The committee voted to not delete the text "shall be listed and"' a to approve the remaining part of the proposal as submitted. The general consensus was that "listed" and "labeled'' have different me, ings and serve different purposes. The intent of this code change is to clarify : application of this section, which establishes the perfonnance criteria for p: tected aboveground tanks in accordance with U.F.C. Standard A-ll-F-1. T standard does not specify a listing but, rather, requites labeling of the protec. aboveground tank to show that it meets the performance criteria in the stand;; including any limitations. Item 109 A-ll·F-96-2-Con. VJH.C.SJf.T.I. Appro\ Appendix II-F, page 1-432. Revise Section 4.3 as follows: INDUSTRIAL WASTE DISCHARGE PERMIT APPLICATION sus1NEss NAME._+->,g~~&+,-JJz;..a.D,&.4-A ...... -L=/.,.,_=----L~N_._1)_e=-1<~/JL:L.i<A:_._, -,--,..L....+->,o'"'Al~d~ie=---------- slTE ADDREss,_ ..... ;2..;..._u_5?X: ...... 5......__-==L=1J_._K.L.::e..::..C...-J(""---£A:~v.t=-=-. __._/iac..=s~l:-':!::-J-. _.:..,Gt=.::.:...r~ls::....:;b;;;...;;d~-----) CONTACT PERSON (at business)_A~A-/<_·_...-:.D .... U.___.__ ___ £...:...1<. ______ +-/fu"-=-_L...:...A-;..,_-=-S_H-..;..__,,__ ____ _ PHONE NUMBER tJ'ltzQ ....-tf3/J' l'JJl'if' Type of Business (check all that apply) D Agriculturat' DAssembly D Automotive D Chemical Handling D Electronics DFood D Government D Laboratory D Laundry E Manufacturing D Medical D Metal Work D Office D Photo Lab D Retail D Service Station Dwarehouse D Other ------- Is business presently in operation at site? D YES ~ NO ' Has Wastewater Discharge Permit been applied for through the Encina Water Authority? D YES JZf NO Applicant's Name U/JLL/ltAf. RA-AIDA-LL Title (]Wl/€..R, . Phone 7/pt) .. 43~ ~ ifl'l Please Print Agency: Signature: Signature of City Representative 0 EXEMPT 0 NOT EXEMPT Date forwarded to Encina. ____ ___. ___ _ P:\DOCS\MISFORMS\FRM00045 Date _________ _ REV. 2/10/92 \ io(S" /~ y """ Ccl-,i ! Us t ! ~ . \-1.tL t 6 l~{'tZ ~ ~ It ( I 'J-( 1 't ~~ ~ ~~ . 11 /112_/.rf /}_ . ' -__ I/ 7/-I r_f·/ /"1 . -·/ . ,_ ' ..,/) I ... ·' ,-r, . ) l-.. . I ' ( ~-v·,. I. c-·-/ _ ·'I '-~ f J 1.· {; .__ ~ /l 1. --/ 'f-l \/-·-( l-l- •I ~; ~/--:J-,,,;.,__ ~.ur~ ~ k l ~l °l ~ ~ Il-a.;f-~ • 1di~ [ °J f ct,c_Jr( I ij / 4J C ,J<J Ji --\o ;1,,,,,._ !\ V~ v ,~rJ'~.._ yi,(<./ei.r ~ f2e,-s ¾, ivr-J'--v/ c.,{,rs (<>"{) f~ ~t~> ~ 21:BS-lolC-c.,.. '°11~ «L4s..f.-if!f Si,,;- ./Jk 10 Applicant APPROVALS Date =l:Building Planning Engineering _ O~Fire ____ Coastal ____ Health ____ Assoc. DATES From Aoolicant HAZMATFORM \~lP(uy ~ q I d'11l1cr-f<sw~ iv -=--J"7j---, .. ·:: -~-;~~:~~RM JJ.liJ'/q f ~ 1 ENGRG CORR ~.J.Lt[2:/j.8_ I BUS LIC , · ----ii----WCOMP d-cq i?J 'WJ,~(_rtlr( ~tJ ~ktcr\'t1Q'.¥,·=-,--:;::-'-+= -_= ~~ tt t /:"' I) e::;, ' ' -~~ ' ', ,, • .:~J~?'/ l~t: , ~ A r' fJ ' ~ ¥ ' ,ff: ~ i !"--,. ; ~-·"'-\,; tt::J Jf '; '~ 'f.,. * " . '. ~.-;,~ \ 7 •.• -:i-fl I. . ~ ""' ,_,,__.. l1 -·· .,.. . .:· 'lt .[!.,,+ .f.:,,,,., •• ;i',··r(r· · .• ' ,, • _,,,ii t 11/ I ~( .1,""""''YJ ~-~ %,... .-:,11. ( ... .,,>/ .. ____ 1 '~;;-~, # !( ,.·; ;~ V ~~ J~ ~. ,~-2 l. ':'\ '4 i .·, ~':,~r"7) ,.;''l ~ ,t\ 1--' • • tl;;.·;,,_ tY~~ \ ·~ {\ " . ,, t . 1/ -V/'5,00 ' City of Carlsbad 01/21/1999 Plan Check Revision Permit No:PCR99017 Job Address: Permit Type: Parcel No: Valuation: Reference #: Project Title: Building Inspection Request Line (760) 438-3101 2885 LOKER AV EAST CBAD PCR 2090831100 $0.00 Lot#: 0 Construction Type: VN REVISE FOOTINGS IN LOBBY Status: Applied: Entered By: Plan Approvea: Issued: Inspect Area: ISSUED 01/14/1999 MOP 01/21/1999 01/21/1999 5622 01/21/99 0001 01 02 Applicant: ROEL CONSTRUCTION CO INC 3366 KURTZ ST SAN DIEGO, CA 92110 619-297-4156 Total Fees: $218.00 Inspector: C-PRMT $218.00 FINAL APPROVAL Date: Clearance: NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as 'fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that grocedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capactiy changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which vou have oreviouslv been aiven a NOTICE similar to this, or as to which the statute of limitations has oreviouslv otherwise exoired. CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (760) 438-1161 PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 2075 Las Palmas Dr., Carlsbad CA 92009 (760)-438-1161 fi~Ss-Z~ FOR OFFICE USE ONLY PLAN CHECK No.fCJL rt<!> { l EST. VAL. _________ _ Plan Ck. Deposit ________ _ Validated By __________ _ Date ______________ _ Addre~s (inF(u<!(! B~/Suite #) / /2 C 2.. £--'ck"..... Lo l~ }'-{_ ~ t-,, Business Name (at this address) Legal Descriptiop C6-.-vlslo Assessor's Parcel # Description of Work Lot No'j" S Subdivision Name/Number Existing Use SQ. FT. #of Stories Uriit No. Phase No. Total # of units Proposed Use # of Bedrooms. # of Bathrooms · .m~·:·~1t1~t!i~1~~~~~~1~~--~f.S~~ Z. t'(? c J.-{ { SG Z. 'TI~~ City Telephone# Fax# -~,, • .w Name Address City State/Zip Telephone# Name Address City S.tate/Zip Telephone# W~ll1>iiuiAc.toa.>gc.b~P.ANV.WA~'if~<r~ (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, commending with Section 7000 of Division 3 of the Business and Professions Code) or that he Is exempt therefrom, and the basis for the alleged ex!i)mption. Any violation of Section 7031.5 by any applicant for a. permit subjects the applicant to a civil penelty of not more than five hundred dollars [$5001). Name Address City State/Zip Telephone# State Ucense # _________ _ License Class _________ _ City Business License # _______ _ · Designer Name Address City State/Zip Telephone State License # ------------ j~ttW<fRi(ERS!t,QOMfEN$ATI<>'NJ~~i,Wf;:fciTl~~~R~ik~~~~1m1;~~m~~~~;~~~~>;l·J~1~g~1JI:Ef.tft~~f~,':f~'.: Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: D . I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit Is Issued. ~ I have anci will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My worker's ~ensati!)n insurance carrier 11nd policy number are: ~} Insurance Company ..1...:. C... W . Policy No. v...J ~ ![) I 71 C' '-f -Z F-3-0 ( Expiration Date f. 9 j (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT ISFOR ONE HUNDRED DOLLARS [$100) OR LESS) D CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to • e wo en' compenaatlon coverage I• unlawful,-and ahall aubjact an employer to criminal penaltlea and civil fines up to one hundred thousand doll11r1 ($1 0 dltlon to the cost of compensation, damages u provided for In Section 3706 of the La or co ;'-s Interest and attomey'a fees. !~~:'~WN·~=-~-~--"' +.,-.u,-.,...,,.~ .. ,. .. -~.~-~~-i~·~---ilf=;.,,.,""...,-_Q ___ N_-::,_1,_·,'l:l.·..,.""1:::::=:::-.. -,-. -,.,-ii.'!'!-~-,..,,-~-.,-,,.,,.,..,...-. .,.,--~--,.--_-.'l'-h-1~-,,-k,t.-,\~-,,-!J<;i~---~u-'o'/ee-.·..,--::,:i:-;,-,;.-il(l!_a_;;~-,,.,-,,:J,-.::.=----:l!'?'.'1.'!I~!~~ (,'J.)~;-~'k~!,~?.i":;:>~-,:.,m~;:~;Nm~.-..,li:l',J.:.r.l'll1/!li.'f~ r~~;!:; &ff' ·~ ·a~"am ·e . pt~;~~ t~~:i!!!~~ri;:~::r-'!'~;!~=~~::~~-~"""',,_,-,M~Jl;;;,;;.,t,.;~"'t:,:i<a;h«"",...,/i,1,>rt.,., .... ,,,,;;,~--.,.~:>;:e.\tn\;ID;f¾•i~:;',l 0 I, a wner of the roperty or my employees with wages as their sole compens11tion, will do the work 11nd the structure is not intended or offered for sale (Sec. 7044, Business end 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 ere 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, em exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: Tha Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). D I am exempt under Section ______ Business and Professions Code for this reason: 1 . I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES ONO 2. I (have / have not) signed an_ application for a building permit for the proposed work. 3. I have contracted _with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number/ contractors license number): ______________________________________________ _ 5. I will provide some of the work, but I have contracted,(hired) the following persons to provide the work indicated (include name/ address/ phone number/ type of work):. ___ ....,. ___________________________________________________ _ PROPERTY OWNER SIGNATURE_____________________ DATE ________ _ &Q.Me~~1s~!ffi9'r(tE01t.~Q~lisrmW:sJ11rc,JM1P.rRMJi,J>:Nr:~~~~~~~~~tr~~f:'..:i!i~~fz-t~ft~:2: Is the applicant or future building occupant required to submit II business plan, acutely h11zardous m11terials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act?-E]--VES O NO -· - Is the applicant or future building occupant required to obtain a permit from the air pollution control district er air quality management district? 0 YES O NO ts the facility to be constructed within 1,000 feet of the outer boundary of a school site? D YES D NO IF ANY OF THE ANSWERS AAE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. m~m1t¢t!~~~~~~~~~~~~~~1~wlt"}~~N"~~~~~~~f¥:!"rti'.tlk~~;?;-t1£&?&~{i~~rtr0¾f I hereby affirm that there is a construction lending 11gency for the performance of the work for which this permit is issued (Sec. 3097(1) Civil Code). LENDER'S NAME __________ ~----LENDER'S ADDRESS. ______ ..._ ________________ _ iJ;§i~C~CE8fl~tfO_N_~~~;~~-~~~~ ~~l'£llrn1~~f:;e;-z~~r:DIQ~~lnr· I ?ertify _that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the Citt of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CIT'( IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5•0• deep and demolition or construction of structures over 3 stories in height. EXPIRATIO~: Every permit is~u_ed by the Buil::ing O~i~ial under the pro•1isions of this Cede shall expire by limitation and become null and void if the building or work authorized by such permit 1s not com enced within 355 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the wor comm ced for t1 period of 180 days (Section 106.4.4 Uniform Building Code). / ! APPLICANT'S SIGNATURE . DATE / / { "-(Ej_ 1 I I WHITE: File YELLOW: Applicant PINK: Finance 'r: EsGil Corporation 1.n Partners/i.ip Wit/i. (jovemment for '13uilaing Safety DATE: January 20, 1999 JURISDICTION: Carlsbad ~ANT ~ D PLAN REVIEWER D FILE PLAN CHECK NO.: 98-3375 (PCR99017) PROJECT ADDRESS: 2885 Loker Avenue East PROJECT NAME: Carlsbad Oaks East SET:I D D D D D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. • The applicant's copy of the check list has been sent to: Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax #: Mail Telephone Fax In Per.son ~ REMARKS: Revision No. 1 to plan check 98-3375. By: Abe Doliente Esgil Corporation D GA D MB D EJ D PC Enclosures: 1/14/99 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 Carlsbad 98-3375 (PCR99017) January 20, 1999 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad (PCR99017) PREPARED BY: Abe Doliente BUILDING ADDRESS: 2885 Loker Avenue East BUILDING OCCUPANCY: B/F-1/S-1 ORTION BUILDING AREA (ft.2) PLAN CHECK NO.: 98-3375 DATE: January 20, 1999 TYPE OF CONSTRUCTION: V-N VALUATION VALUE MULTIPLIER ($) REVISION NO. 1 TO THE ORIGINAL SET OF APPROVED PLANS Air ConditioninQ Fire Sprinklers TOTAL VALUE ~ 199 UBC Building Permit Fee D Bldg. Permit Fee by ordinance: $ ~ 199 UBC Plan Check Fee D Plan Check Fee by ordinance: $ Type of Review: D ·Complete Review D Structural Only 1:8:1 Hourly D Repetitive Fee Applicable D Other: Esgil Plan Review Fee: $ 174.30 Comments: 2 hours @ 87 .15 = $ 17 4.30 Sheet 1 of 1 macvalue.doc 5196 ITEMS INCLUDED, 2--f-. S,fl.v-t. otz.16,~s ,s, _ .5 6 S\bl-ftg:7 'l -2. .. ,oe,e., ® r CAld!z. VIA, (] PICK,Up (]MAIL L [)OTHER VERY TRULY YOURS cc., 9285 D(?WDY DRIVE, SUITE 204, SAN DIEGO, CA 92126 [P] 6,19 578 6577 [F] 619 578 3641 -:, [email] AMESRI@AOL.COM Ir ~ ~1 e,._~ s(~ , ~v-Jve>D, ~DS ·. rb ~ c..1 ... 1'7-% ~ ~-~ ,.,, ' F C ... J~!;>OI)(. Id ,I.. /,)) f~,. ~1"::.r;1..l,!:17i>i-:-I,~ ~ MESRI ENGINEERING IJTBUCTUBAL CONSVLTING 9285 Dowdy Jk 12M ;,, · &nl)Jego.CA 92128 t\\:. er~~-,{ ~'} f't·f1 ,~ Stf01l-C0Ar:, (!,, *\l5 ~\N~~ f ::= .~ 1 (? ~ (vv) ( u 5 ~ ft'{ s 1-1 lfA rz-V\J plA!,) 1o Cf.-$' (rco .. L') loN? "'•-w!{~,c-~-~-1(-~-:)_r_s__,)o~ ~ o'Z<-'L ~ -t 12.y,':7,<? ~ ,s:; ~l(t,1 --r-- cf'p a~ -1c.i 'b '-'{ < ~ ¥-{ ~ ASS,,~ ~1-D WAG( <2 G)~fe-~.· v-'l'\J... '¾i" ~'( siz.-l- t:)<l <2 G"' t ~~ ~ ~~ Q l2J l' f 1'J· ~.~ (1~~ i:°to4S )_:/-o< (5\-lC..) ~ 11?;;~ cp· ~\ ito<Pflr-io·. 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I 1?;7( Jr' ... ; i 1 I ' e;..c.,~e.,1~"J~ ~-z GFL· '7;{~, /BY 0 ~ Q,. e., t' o/'? e,, 1-\ , 8 i <2JV"o/'c F N • fttA 'e'.QG'~ 13>1.,ke;> • o o,T . faorf~ ~A-> ~ ~ f/vA(Jv · <ZL-<-3"' I¾, j = 5"I ~ f <11,~ 1r2-'A-1-tS1 fiU>14 l,JP© 0 8 14'. $f'At-\ C 1'-0'1 w s l::"7~.1r-i-.,. ,~ pt, ,c.,.¼ s; ,U'q~ ~ 7 v ~ tc.,1~.~ ¾ .. ~~1 * M-=-\(.qi,~ % " IO.':;)~ / ' A -.G,~~7 -t(.,q~,l r· ~ is.) ,~'L ~ 44', c; lh;:, < .? , i o,, .,. ;;l .-11 I )'-, 3 IG/" s~t ~ /"p"l 2,J e..GI' !bN /t)J c2 ( '2 JI f-N, b~ I b/4 ~ 14" Q°A~ -()__A YV\,, l~)d]:;, ~ gt r-r----_-_-_-_-_-_-___ _J_ll V S: lbl:)X4Xl/4 '~ 1 ° , 8 · I ' TS4x4l/4'COL • TYF <;i GUIDE RAIL / TYF. 2x8'e •16' 0/C • I ~tV:) .,,,,,,,--(EJ BM LINE U.121><5'1' ~\,\· ':) TY' City of Carlsbad 10/12/1999 Plan Check Revision Permit No:PCR99236 Building Inspection Request Line (760) 438-3101 Job Address: Permit Type: Parcel No: 2885 LOKER AV EAST CBAD PCR Lot#: 0 Status: Applied: Valuation: 2090831100 $0.00 CB983375 Construction Type: NEW Entered By: Reference #: Plan Approved: Issued: Project Title: RANDALL INT-REV DOOR TO WARHS Inspect Area: Applicant: ROEL CONSTRUCTION CO INC 3366 KURTZ ST SAN DIEGO, CA 92110 619-297-4156 / _Owner: ..... . SOAP CA QRS-12-37 INC C/.O RUTH PERFID'O,. 3t5 PAR!<,AVE. ·. .._ NEWYORKNY 10152 . ISSUED 09/20/1999 RMA 10/07/1999 10/12/1999 Total Fees: $0.00 ·Total Payments Tobate: $0.00 · · · / · Balance Due: Plan Check Revision Fee . . !/ ::I');::,,,:-,,:-:;, "1:::0 iGS-;. FINAL APPROVAL $0.00 '·· $0.00 Inspector: Date: Clearance: _____ _ NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Cartsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capactiy changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which vou have oreviouslv been aiven a NOTICE similar to this, or as to which the statute of limitations has oreviouslv othe,wise exoired. CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (760) 438-1161 PERMIT APPLICATIO~ re (JJtf,f 53 7~ FOR OFFICE USE ONLY • ··•· •. PLAN CHECK Nof2(~}1lJb EST. VAL. __________ _ CITY OF CARLSBAD BUILDING DEPARTMENT 2075 Las Palmas Dr., Carlsbad (760) 438-1161 CA 92009 Plan Ck. Deposit ____ """'" ___ _ Validated By ..... -1-__ .,__,,,......,,-=.--=---- Date. ___ .;...i'-+_.....:.:e.-+-1-,f------- Business Name (at this address) Unit No. Phase No. Total # of units A,,0sor's Parcel# e 11,se.D Proposed Use Description of Work #of Stories # of Bedrooms # of Bathrooms ·2. . .CONTACT'PER.SON !ifidlfferent:.troin appl)cent},, State/Zip Telephone# Fax# 58-177() a-37 :rJ/4. Address 5 . , CONT8ACTOR:~ COMP.ANY'NAME. State License # C -//0 f 3 Telephone 6. . WORKERS' COMP~NSATION _ Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: 0 I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 0 I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My worker's compensation insurance carrier and policy number are: . Insurance Company_____________________ Policy No.____________ Expiration Date. _______ _ (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS l.$1001 OR LESS} 0 CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, end shell subject an employer to criminal penalties and civil fines up to one hundred · thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. SIGNATURE. ______________________________ DATE _________ _ 7. · OWNER•BUILDER;DECLARATION I hereby affirm that I am exempt from the Contractor's License Law for the following reason: 0 I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). • ')'i7f I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The ~ntractor' s License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). 0 I am exempt under Section ______ Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES ONO 2. I (have / have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number/ contractors license number):. ______________________________________________ _ 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work):, ________________________________________________________ _ PROPERTY OWNER SIGNATURE ______________________ _ DATE ________ _ COMPLETl::LTHiS SECTION"FOR NON,RES/DEJVT/AL'BUILQING·P.ERMIT:S 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? D YES O NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 YES O NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES O NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT . . 8. ,,· COll!STRUCTION LENDING AG!:NCY.. ,_, _ .. .. ·. I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). LENDER'S NAME______________ LENDER'S ADDRESS ________________________ _ ·s.: -·Al>P.tiC.i\NTCERTIFICATION,'.·,.-·.-. ·.~ , .. , .. , ..... , -· ,,, I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the Citt' of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by th Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not c menced within 365 days from the dat of such permit or if the building or work authorized by such permit is suspended APPLICANT'S SIGNATURE or abandoned at any time after the is commenced for a period of 180 a ection 106.4.4 Uniform Building Code). r-DATE 9 ~ µJ ,-9 9 PINY.• J:in:::tn("'o <. f, 05/14/99 FRI 10:05 FAX 6192975208 ROEL CONSTRUCTION ······ ,a.b-· fLIIBJ, . . . . . . . . .. . ....................... ,_,,., ...... ··~· ' : TRANSMITTAL MEMORANDUM Via Facsimile To: Tim Phillips, City of Carlsbad Building Department From: Geoff Sherman Date: May 14, 1999 [ . Re: Randall International ~pecial Inspection .u : ·Ii . Attached for your review, information and use ls anou~l~r: copy of the Testing Engineers letter certifying the special inspection services they completed on welding for this project. I:' . I received an E-mail this morning requesting that we ~~~d you another copy of this. As you may remember, Chuck Mead had hand deliveredjjthe attached to you on April 15, 1999 when we were trying to get this final originally. i! : Ii . I have also asked Mark Baron with Testing Engineers tp fax and mail an original copy in case these get lost. :ij: : If you have any questions or need additional informa~J·o~, please call me at telephone number 619-297-4156, ext. 231. I! I! .. ~-I!' . , .. r : t· . f;· . i:-. ,r; : ~ . . ·' : . :I!' r: ~-. I liZJ001 MAY. -19' 99(WED) 13:48 ROEL CONSTRUCTION TEL:619 297 5208 f I IJlil,EU~-. I TRANSMITTAL MEMORANDUM Via Facsimile To: Tim Phillips, City of Carlsbad 760-438-0B94 From: Date: Re: Randall International Attached for your review, information and comment is a proposed floor plan modification we received from the Architect to provide adequate ADA clearances for the door next to the restrooms. Would this correction be acceptable to you for use on this project. If you have no objections we will have Jeff Erickson with Richard Yen and Associates forward this to Kurt Culver at Esgil for their approval. I'll give you a call tomorrow morning to discuss. If you have any questions or need additional information, please call me at telephone number 297-4156, ext. 231. cc: Bill Randall, Randall International 760-438 .. 2560 Victor Gassman, Randall International 760-438-2560 Ken Satterlee, Kelly Capital w/att 458-0665 Jeff Erickson, Richard Yen & Associates 224-1630 Derek Davis P. 001 /003 MAY. -19' 99(\VED) 13:49 ROEL CONSTRUCTION TEL:619 297 5208 ,05/18/99 12:36 FAX Ql8 224 1330 lL YEN & ASSOC, i ' •1c11Ana y11 a auocmu 1mmmmmm m DIIPD, m11an»1~ mo6 £·MAIL: m@nnJH m1 s1e.z11.HH HI 121.Jl!D 1410 I. MIUUUHI, !UIH lDl mrm. Amm s5rn Rn Zit 147~ HltilAH YII JlfF EPICISH 6USTAVTI iASILLA& NICHA!l CALKDUN M I M B t ff Allfllt~W lllllllllE DI AftCfflllrlf TRANSMITTAL To:,.,.,.,., ............... , ...... Sec llitltrib'Odon Fram: ............................. ,.., 'Richard Yen .Oate: .............................. ,.May 19, 1999 Na. of Pagaa Totlll: 2 UNDALL JNTE"A.NA TJON,\L B1JlLJ>lNG SHELL PROJECT TEAM Distnlmtign; KELLY CAPfl'AL COIIJIQMTlON D Ke,:i Siiffel'fl!llll •• ,. ............................................................ ___ .. t~ (619) 4jfl. J770 /(ax: (fiJ9) 458-066S o Viqiina I.ale ....... -............................... ""'"""'" ............................... ,: (S l 9) 458-1770 If~ (6151) 458•DGfi5 RANDALL ,NTitllNJ\.TIONAL Cl BillRaudllll ..................................................................................... t: (7Ci0) 438-74118 / ftx: (71SD) 438•.2,60 11 Oerct. Holwib .................... -··-·---·-..................... ._-·····~·········l: {760) 4311-7411& / ro:: (760) 438-2560 a c:anccaCm ........ -.......................................................................... 1: (7ti0} 431-74&8 /fax: (711:D) 4l8•2560 ROEL CONST&11ClION COMPANY !NC'. ff/ Cia:iffrqt Sbmnan ~--......................... ,.t; (ti 19) 2.97-4156 / i;: irifo(~r.om / fa.~ (Gl9) 291-5.208 fJ Mike Jonllll ................................. -..................... t: (G 1111 297-4lS6 f e: inf«@rooJ,oom I rolll: (619) 197-5208 D Cliu~k Mos4 ... , ___ , ............................... ti (619) :S2D-8!Y70 / v. illfl:(~coml ~ (760) 9lB•!i14!i19 Cl Dimild>iwu: ............................................ , ......... t (61!1) 297-41561 c: info@n:lel.cam/&K! (619) 297-1S22 RY&.t\ Cl Ji,f£Erltlal011, ................ ,.. ........ .., ...... , ......... .., .. ~; (fil!>) 224•3CiOS / 11: ycn@hame.ca111 / fu: (619} 224-1530 0 Jijcluo:d Y Q:ll ............... --~,u ............... t: ('" 9) 124-3605 / ci: yi::n@humg~ / fl.'C (Ii 19) 224-1530 MESJU £NGINIIJlll!IIG U Mldiael Moun ................ , .................................................................. \'.! (619) S7l4-6S77/ fa)(: (IS 19) 5711-.3641 McPARLANJ!: .t ASSOCIATES 11 P1111I Mr.Pwtanc ....................................... 1: (619) 277-9721 / o: Mr.Piarlcibei@r1ol.wrn / fa:c: (61 ?) 277-976D PSRG EN'GlNEElUNG l l Per.rel2 MobiD ........................................... t: (619} 4&4•2.272 / e: PSRG@pacllall.net I rex: (Ei19) 4114-7651' FLOIIESI, LtlND &. MOB~VRO LI J01111 Oamert ...................................................................................... c (619) 546-1626 /filx: (619) 4~3-.32941 1>'EM!li:N fOWJLL ATELIER,J.NC. o Jan Pmvall ........ , ............................................................................... c (fiilg) 2!:14-.9D42 / fait: (61!1) 294-9D2H CO'NSOLTll4TJI> JilK&PROTt:CTION INC, r;1 Pao'I !am~ ....................................................... ~·--·--...... r. (160) 431-9901 / fax: (7eiD) 431-9923 ,SJ n John ,C:iJlul ........................................................................................ t: (714) 67l•iD12/fbX: (114) 671•! 1§14 p Mike Dcissn ....... _ ...................... -..................................................... 1: (!>2') 6ll5-24HH / rp: (92.5) 6115-2991 R.E: D00Jl NO.104. AttaQhc4 is a praposed solution for pro'Vidin& adi.,quate strike md~ ~1mmis:c far door No. 104, ai inc wanmouse, A 11 1: II I I l C i ', ii Po I ,, .~ fJ l" II ', P. 00 2/003 14)01 @ II ?~ ~ # 9J'-:!37J /Ztt/2- ..... 0 '-0 C)1 '-..... (0 (0 (0 REVERSE DOOR SWING AND ..... 0 N w INSET DOOR IN JAMB TOWARDS WAREHOUSE SIDE TO PROVIDE 22 11 MINIMUM CLEAR AT ONE ~OUR CORRIDOR, PER UBC SEC. 1005. 1 ct 1005. 4. '"TJ ;;,.. ,..;. a, ..... (0 ~ Ni ;,,. I-' C)1 C,: 0 51-011 CLR. -~ -& s ~1~ tn -..J -· -· l} -.;f' tl) D \..,; 4:. 0.. t:f'j' co Ul ::0 ~-w,o ~' rt.(!) ;:j ~\ 4-'Z z ~ o-t I<" , ' -9 > I!:_, 0 --Cl) -, ':7-? Cl) c,, ;':. en g iii O ~\~ \0\ II I u. ----/ 3'-0" ADD WALL TO MAINTAIN CORRIDOR WALL T~ICKNE55 4'-2 112d ..__ FROVIDE 12 11 CLEAR AT STRIKE SIDE OF DOOR PER U6C FIGURE 11B-26C::i). ~ 0 w ~·· EsGil Corporation 1.n Partnersfiip witfi (jovernment for '13uiuling Safety DATE: October 5, 1999 JURISDICTION: Carlsbad PLAN CHECK NO.: 98-3375 REV 2 PROJECT ADDRESS: 2885 Loker Ave. PROJECT NAME: Door Swing Revision SET: II D,,._&.e.L~ANT Ol .... J_U RIS._) D PLAN REVIEWER D FILE· ~ The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck.· . D The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: ~ Esgil Corporation staff did not advise the applicant that the plan check has been completed. D Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone#: Date contacted: (by: ) Fax#: Mail Telephone Fax In Person D REMARKS: By: Abe Doliente Enclosures: Esgil Corporation D GA D MB D EJ D PC 10/5/99 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 , ~- EsGil Corporation '1n Partnersliip Witli (jovemment for qjuiUing Safety DATE: September 27, 1999 JURISDICTION: Carlsbad PLAN CHECK NO.: 98-3375 REV 2 PROJECT ADDRESS: 2885 Loker Ave. PROJECT NAME: Door Swing Revision SET:I D APP@)ANT CCf JURIS. D PLAN REVIEWER D FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ~ The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck: D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. · ~ The applicant's copy of the check list has been sent to: Virginia Lane 4510 Executive Dr., Plaza 5 San Diego 92121 ~ Esgil Corporation staff did not advise the applicant that the plan check has been completed. D Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone#: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person D REMARKS: By: Kurt Culver for A. Doliente Esgil Corporation 0 GA O MB O EJ O PC 9/21/99 Enclosures: trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 Carlsbad 98-3375 ~EV 2 September 27, 1999 GENERAL PLAN CORRECTION LIST JURISDICTION: Carlsbad PROJECT ADDRESS: 2885 Loker Ave. DATE PLAN RECEIVED BY ESGIL CORPORATION: 9/21/99 REVIEWED BY: Kurt Culver for A. Doliente FOREWORD (PLEASE READ): PLAN CHECK NO.: 98-3375 REV 2 DATE REVIEW COMPLETED: September 27, 1999 This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. 1. Please make all corrections on the original tracings and submit two new sets of prints to: ESGIL CORPORATION. . 2. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this she~t has been made and return this sheet with the revised plans. 3. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes; please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? D Yes D No 4. The proposed revision to swing Door 104 the other way is unacceptable: Title 24 requires that the door have a clearance of at least 60" in the direction of swing. If the door remains as currently shown, though, it appears that the required 18" clearance at the strike side of the door is not maintained. 5. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Kurt Culver for A. Doliente at Esgil Corporation. Thank you. r. Carlsbad 98-3375 REV 2 September 27;.1999. VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PREPARED BY: Kurt Culver for A. Doliente BUILDING ADDRESS: 2885 Loker Ave. BUILDING OCCUPANCY: I BUILDING PORTION I BUILDING AREA I (ft.2) Air Conditioning Fire Sprinklers TOTAL VALUE PLAN CHECK NO.: 98-3375 REV 2 DATE: September 27, 1999 TYPE OF CONSTRUCTION: VALUATION VALUE MULTIPLIER ($) D 199 UBC Building Permit Fee D Bldg. Permit Fee by ordinance: $ D 199 UBC Plan Check Fee D Plan Check Fee by ordinance: $ Type of Review: D Complete Review D Structural Only cg] Hourly D Repetitive Fee Applicable D Other: Esgil Plan Review Fee: $ 87.15 Comments: Plan revision: Esgil fee= 1 hr.@ $87.15/hr. Sheet 1 of 1 macvalue.doc 5196 SEE MORE REVISIONS SCANNED SEPARATELY