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Home My WebLink About2180 RUTHERFORD RD; ; CB983043; Permit·\/ /OJio5J. B U I L D I N G P E R M I T Permit No: CB98304~ 11/16/98 13:19 Project No: A9800500 Page 1 of i Development No: Job.Address: 2180 RUTHERFORD RD Suite: 34.1.1 Pe:tmi t Type : INDUSTRIAL TENANT IMPROVEMENT ·(· J.1/i6/9'8 0001 01 02 r.-l".•r'.•MT "r'.I Parcel No: 212-070-23-00 ·Lot#:· 39 & 40 ., rnn .:-:'?412 .. 0Cc Valuation: 9,500,898 ConstruGtion Type: -Occupancy Group: B/F1/S1 Reference#: Status: De.$cri.ption: 157,071 SF 'l,ENENT IMPROVEMENT Applied: : MANUFACTURING AREA BALL FACILITY Apr/Issue: Entered By: 619 452-:-.3188 VN ISSUED 09/10/98 li/16/98 MDP Appl/Ownr WOOMER MICHAEL 5355 MIRA SORRENTO PL SAN DIEGO CA 92121 *** Fees Required *** Fees: Adjustments: Total Fees: STE 650 Credits .00 7,381.00 29,412.00 *** Fee description Building Permit Ext fee Data Plan Check Strong Motion Fee or manually ente -1 l • Enter Traffic Imp _Enter "Y" for Plu Each Plumbing Fixt Each Install/Repair Each Water Heater a Gas Piping System Enter "Y" for Electric Remodel/Alter Per AMP Enter •y~ for Mechanical Install Furn/Ducts/Heat Pumps Each Exhaust Fan 19916.00 12945.00 1995.00 324. ·oo 220.00 20.00 Y 287,00 7.00 7.0b 14.00 10.00 Y 500.00 15.00 Y 288.00 162.50 Each Boiler/Compressor to 15 HP· > 5 .25 9.00 6.50 16.50 · 82. 50 FtNAtiPPRo\/AL -, ·~~DATE~¢"·-· }CLEARANCE_..,.,,.,.. ___ -_-_-___ --·--~·-·----.,...,, ..... ..,.,,.,.<\""""'· -~ .... ,.. .., CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (760) 438-1161 ,. PERMIT APPLICATION · CITY Of CARLSBAD BUILDING DEPARTMENT 2075 Las Palm as Dr., Carlsbad CA 92009 (760) 438-1161 ..... -... ..... · ~/IGt-l· eG!!H/T#Ct!>9'!JO/fl.O· -· ;,."",11~-... ""'.,f!R=. =o;Jec;:nNro"~oN;. -7. .,, .... -,.."'.',,.:.: ;:,,. -. .-..... ,, -·•~ · .. ---· · ~--.. , ·-:c~. :': . :J FOR OFFICE USE ONLJ PLAN CHECK NO. f o-· _3o({3 EST. VAL, ..... _...;_ ___ --=------- Plan Ck. D'Eiposit -,;::;:::.,.._--~--- ·validated By· c. -----'~-'----"'.~r-t--,~'l-7'-Z'--- Date _______ ~f-.J.=H~I--- -.. Ad~ss (include Bldg/Suite #l, ~ t:::./1 '4/'liCJ Pllfl-16,-,-,,,lf'-t) Pl?. Business Name {at this acldress) -CA/-h4:tVA-t: &ot-P Name · Address · ·City · · · State/Zip Telephone # Fax"-#· ~i-~Bit,,~'~w1R1k -~~tlJ~&io/J~0,;itf/lJT1fiiF,ttiP!t~/JM:ifittlb!:li~.~2;r~~l#/'~:yi/5#2 "?I~' -Name· Address -City . .I· ··State/Zip r Teleph~ · 14'~11i!Jifa?8·ioiP·:.::::::~~yj-JiimGiii!~~iib~:?/jf,1it-~f(p~~cA'-~rJ7JQ~-=~L1io·~~?t~~; .. :_:;:.,~, Name Address City ' .S.ta_te/Zip TelepfJone # · ~oNIAAefoif::'c{)MPAliV;jllijil"--,,:::-~---· · _ .... · -· M• • ... -·~· :2-r~~"::,,:_;s:::;~-.::::;,;;_,,;:,:.>:'-217.:7:::-z. ·c·L,;:;:E":r:·~~7iif;:4 '{Sec. 7031'.5 Business and-Profes~ions 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 lice11s!!d pursuant to the provi~ions of the Contr1;1ctor'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·11 civil penalty of not more.than.five hundred dollars.[$500)). N!GLH,J 't>, ... v,~l,At'.\ &J 1?:Pf!< 3,:J-7 .J~ J S.. s;A,.1 b,'He O CA "1;z1,13 G 15-:Z91-~ J~~ .Name · Address City· State/Zip Telephone# State License # . (a C/, '-/ 3og License Class_________ City Busi_ness Licens~ # . ..:2:S / I O Q tou,..s. (?my ~ lt~>PC · · Designer Name I Address City State/Zip Telephone State License # _________ _ ~,~;. c.W.Qon~.o..MP.E.N.$'AJJ.91t,;:::':~::..-:~::;.:..:.'.:L:~~==~-----:::;~.:=-~:::i~~f:,~~:cL:~£:~:£":;::0E:~:~~r~:LZ:; ----, . , 'i~ 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 1-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 _______ _ (THJS:SECTION NEED NOT BE COMPLETED IF THE·PERMIT IS FOR ONE HUNDRED DOLLARS ($-100) OR LESS) ·O CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which ttiis permit i~ issued, ·1 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, and shall· 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, int!!rest-and attorney's fees. .. - SIGNATURE'--------,------,------------,---,-,-,--~-----DATE ____ .,.--,-,---- ft]'::Ql&iftif-B\;iJRDER'D~Q1/AM.iilitf:__~:=:~:c::::: 2.::.:~~:::;.7.__;_,;~:'..''.:i:t:i~ ~:,~~: ::~ -:-~.,;,·.:~;::::_:::;_-:}.JI:;::;·:.:._-:-"~/'::\:';;;: .,, I hereby affirm that I am exempt from the Contractor's License Law for the following reason: ·o I, as owner of the property or my employees with wages as their sole compensation, will clo the work and ·tt,e 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, imc!. who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement'is · sold·within one year.of completion, the owner-builder will·have the burden·of proving·that he did not build·or· improve for. the purpose of sale). ' 0 I, as owner .of the property, am exclusively contracting with licensed contractors to construct the project {Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor{sl 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. ,[J YES O.NO 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 l address I phone number / contractors license nu.m_ber): . ' ·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_·_.---'------- ~!-.,~l~:,j.Q11Q..N;:.€Q,lt,Y~~~4J.!JJ~Plt!..QJP~I\W,I§;.-Q.N_L)":\·,'::::.:. ;~ 7::.<?•,,:,i-,,,,:ii.~'..iJ:::t: ~;:\):'.:_,,. ;;;;'\(;;}~~;:;~;,.,,:;~,i-:,,. :~ ,_,:c~fil-."J:.:. ;,___;~·.Y,; ... ~ .;:Ci Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials regi~tion form or risk management and prl[lvention · program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? lid" YES O NO / Is the applicant or future building occupant required to obtain a permit from the air pollution control district;J 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 7 0 Y.ES fi2l' NO ·IFANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPllCANT HAS MET OR IS MEETING THE -REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION c'ONTROL DISTRICT. . --. IJ., ',\CQNS;J;B!,l~t(@,tENDJ~mcy'."'."'~:::----.;::: ~::_s~·:· •":··:--~' - I hereby affirm that there is a construction lending agency for the perfqrmance of the work f9r which this permit is issul!ld·{Sec •. 3097(i)· Civil Code). LENDER'S NAME LENDER'S ADDRESS [9~,;: ~-._~t?~~{¢AtJt~@Bml~!lQ!l:::~: , _:-~ "' , __ :_~~:_:::_.;_;_":5.i.~}~~'::~i,:~L·;;;~;:;;~~:;;;, ::;;,!::;:J.:."'?:;::L-=:=-:.:::;:-~_::;:<::;~~;:-_1/4,.:; __ i:;~t:;;e;:;; ~;:;_.,,;;::~:;:,,;::,::?,::::i"i:=~y(,,;::_r:::1 ,=;-~:;_ ,/::-,.,,;:,:::_::.=::-;;::c_:;:::~ ~;;::;;:_:;:, L;:;r:;;;::: __ ::;;-~:;: __ ::;:,:::,~~=:~=~::-:;;::·,.:,,,,;;:1S::~::~:::-r;::iS.;;::;, .:;:;::J~;:_ ~:;;;;~~:;::_\ :;:;~~-;;:.7J I certify that I have re1;1d the application and state that the above· information is correct and that the-information o.n the plans-is-acc)Jrate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the Citt ·of Carlsbaa 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 5'0w deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by t'he Building Official under the· provisions of this Code shall expire by limitation 'and· becom~ null and void if the building or · work authorized by such permit is not comm!nced withi 5 days from-the date of su;:h permit or if the building or work authori~ed by .such permit is suspended :p:~:::n;,: :,::A:~::ft_e_r_t_.hee.Lw...:o..:rk=is'-'c"'o""m:1m,q,;e_n_e-L,-lf--""-e"'r-io_d_o_f_1_8_0_da_y_s_(_S_e_ct-io_n_1_0_6_.4_._4_U_n_if_o_rm_B-uildi;A~:de_l_. --'½-/,~t_o_,,,_f_r_=t?~------ WHITE: File YELLOW: AppHcant PINK: Finance 11/16/98 13:20 Page 1 of 1 S E W E R P I:: R'·M :t T Permit No: SE980201 Bldg PlanCk#: CB983043. Job Address: 2180 RUTHERFORD RD Permit Type: SEWER -OFFICE/W~REHOUSE Parcel No: 212-070-23-00 Suite: 3441 :U/16/98 0001 01 C-·PRMT O? ,_ Description: 219330 SF SHELL TILT-UP Permitee: SMITH CONSULTING ARCHITECTS 619 452~3188 5355 MIRA SORRENTO PL ?TE 650 SAN DIEGO CA 92:1,21 *ii* Fees Required *** Fees: Adjustments: Total Fees: Fee description Enter Office Squar, <Enter CREDIT EDU Total EDUs Sewer Fee Enter Sewer EDUs Other * SEWER TOTAL INSP. _____ DATE CITY OF CARLSBAD 2075 Las Pru.mas Dr., Carlsbad, CA 92009 (760) 438-1161 Status: ISSUED Applied: 10/07/98 ~pr/Issue: 11/16/98 Expired: Prepared By: DR Ext fee Data .38 -.14 .24 ·438. 00 239.00 F 25.00 702.00 I I . lns-pection List Permit#: CB983043 Type: ITI 157,071 SF TENENT IMPROVEMENT Date Inspection Item Inspector Act Comments 10/22/99 89 Final Combo TP AP 10/21/99 89 Final Combo RI 10/18/99 89 Final Combo TP NS 6/14/99 89 Final Combo TP co PART WALK THRU 6/14/99 89 Final Combo TP co PART WALK THRU 6/14/99 89 Final Combo TP co PART WALK THRU 5/14/99 14 Frame/Steel/Bolting/Weldin TP AP T-BAR CEIL RM 143 5/14/99 24 Rough/Topout TP WC 5/14/99 34 Rough Electric TP AP CEIL LITES RM 143 5/14/99 44 Rough/Ducts/Dampers TP AP EXHST/MECH @ CRM # 143 2/18/99 84 Rough.Combo DH AP T-GRID OVERHEAD M-146,M-147,M-148 2/11/99 84 Rough Combo PD PA M 112 2/3/99 14 Frame/Steel/Bolting/Weldin TP AP T-BAR CEIL @#M122 2/3/99 34 Rough Electric TP AP CEIL LITES@ #M122 2/3/99 44 Rough/Ducts/Dampers TP AP DUCT, PLMNS@#M122 1/27/99 14 Frame/Steel/Bolting/Weldin TP AP T-BAR CEIL 115-117,124-130 1/27/99 24 Rough/Topout TP we. 1/27/99 34 Rough Electric TP AP T-BAR CEIL 115-117, 124-130 1/27/99 44 Rough/Ducts/Dampers TP AP T-BARCEIL 115-117,124-130 1/14/99 84" Rough Combo TP NS DUP, SEE 1/13 1/13/99 14 Frame/Steel/Bolting/Weldin TP AP T-BAR CEIL RM #114, 144 1/13/99 24 Rough/Topout TP WC 1/13/99 34 Rough Electric TP AP CEIL LITES #114, 144 1/13/99 44 Rough/Ducts/Dampers TP AP DUCTS, PLMNS #114, 144 1/12/99 84 Rough Combo TP Pl 1-/7/99 84 Rough Combo TP NR NOT COMP 1/6/99 84 Rough Combo TP NS 12/29/98 22 Sewer/Water Service TP AP RESTRMS, EYE WASH E. END 12/29/98 24 Rough/Topout TP AP 12/18/98 21 Underground/Under Floor TP AP EYE WASH SINKS 12/7/98 14 Frame/Steel/Bolting/Weldin TP AP CEIL@ B LN CORR 12/7/98 34 Rough Electric TP AP CEIL LITES @ WEST LOAD D 12/7/98 34 Rough Electric TP AP CEIL LITES @ B LN CORR 12/7/98 44 Rough/Ducts/Dampers TP AP PLUM PRE WRAP FINSH RM 11/20/98 13 Shear Panels/HD's TP WC 11/20/98 44 Rough/Ducts/Dampers TP AP DUCT PRE-WRAP @ PROCESS 11/18/98 14 Frame/Steel/Bolting/Weldin TP AP N/INCL 3 LN CORR, CENT P 11/18/98 24 Rough/Topout TP WC 11/18/98 34 Rough Electric TP AP N/INCL 3 LN CORR, CENT P 11/18/98 44 Rough/Ducts/Dampers TP WC 11/18/98 84 Rough Combo TP NR 11/17/98 22 Sewer/Water Service TP NR 11/17/98 84 Rough Combo TP NR Wednesday, October ~7, 1999 Page 1 of 1 City of Carlsbad Inspection Request For: 40/1 0/9~ - Permit# CB983043 /~Z¥1 Inspector Assignment: TP --- Title: 157~071 SF TENENT IMPROVEMENT Description: MANUFACTURING AREA BALL FACILITY Type: ITI Sub Type: Job Address: 2180 RUTHERFORD RD Suite: Lot Location: Phone: 7604318712 Inspector:~ APPLICANT WOOMER MICHAEL Owner: CALLAWAY GOLF CO Remarks: Total Time: _______ Requested By: MIKE Entered By: BARBARA CD Description Act Comments 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical -- Inspection History Date Description Act lnsp Comments 6/14/99 89 Final Combo co TP PART WALK THRU 6/14/99 89 Final Combo co TP 6/14/99 89 Final Combo co TP 5/14/99 14 Frame/Steel/Bolting/Welding AP TP T-BAR CEIL RM 143 5/14/99 24.Rough/Topout WC TP 5/14/99 34Rough Electric AP TP CEIL LITES RM 143 5/14/99 44 Rough/Ducts/Dampers AP TP EXHST/MECH @ CRM # 143 2/18/99 84 Rough Combo AP DH T-GRID OVERHEAD M-146,M-147,M-148 2/11/99 84 Rough Combo PA PD M 112 '2,/3/99 14 Frame/Steel/Bolting/Welding, AP TP T-BAR CEIL@#M122 2/3/99 34 Rough Electric AP TP CEIL LITES @#M122 2/3/99 44 Rough/Ducts/Dampers AP TP DUCT, PLMNS @#M122 1/27/99 14 Frame/Steel/Bolting/Welding AP TP T-BAR CEIL 115-117,124-130 1/27/99 24 Rough/Topout WC TP 1/27/99 34 Rough Electric AP TP T-BAR CEIL 115-117, 124~130 1/27/99 44 Rough/Ducts/Dampers AP TP 1/14/99 84 Rough Combo NS TP DUP, SEE 1/13 · 1/13/99 14 Frame/Steel/Bolting/Welding AP TP T-BAR CEIL RM #114, 144 Citv of Carlsbad ~ = Final Building Inspection :-,,;,-• . Dept: Building Engineering Planning CMWD St Lite 1flt~ Plan Check#: Permit#: Project Name: Address: Contact Pe~on: Sewer Dist: CB983043 157,071 SF TENENT IMPROVEMENT 2180 RUTHERFORD RD MIKE CA Phone: 7604318712 Water Dist: CA Date: Permit Type: Sub Type: Lot: 10/15/99 !Tl ........................................................................................................................................................... Inspected o.!3JnJ--Date /0 /i,;-/ 91_ Approved: X By: Inspected: Disapproved: __ Inspected Date By: Inspected: . Approved: Disapproved: __ Inspected bate By: Inspected: Approved: Disapproved: __ ............................. -............................................................................................................................. . Comments: ________________________________ _ ·?f3-~l'1"7 <; ( l - DATE: 11/6/98 JURISDICTION: Carlsbad PLAN CHECK NO.: 98-3043 EsGH Cor.p.o'ration . ' ''t 1.n Partnersli.ip rpit/i. (jovemme.nt jor '.BuiUi1t9 Safety SET: III PROJECT ADDRESS: 2180 Rutherford Road PROJECT NAME: Callaway Golf Ball Facility T.I. ~ANT ~ CJ PLAN REVIEWER CJ FILE D The plans transmitted herewith have been corrected where necessary and substantially comply · with the jurisdiction's building codes. ~ The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified 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 cl:leck list has·been sent to: ~ Es,gil 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 TelephQnf;l Fax In Person [XI REMARKS: 1. Provide third party installation report for the unlisted ovens. 2. "Pneumatic conveyor system" is not part of this permit application. A separate permit is required. 3. The applicant hand carried the approved plan back to city.(O.K. per Mr. Peterson) By: David Yao Enclosures: Esgil Corporation D GA D MB D EJ D Pc log trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 DATE: 10/26/98 JURISDICTION: Carlsbad PLAN CHECK NO.: 98-3043 EsGil Corporation 'In Part:nersnip wit/i, (Jovemment for 'Buitifing Safety SET: II PROJECT ADDRESS: 2180 Rutherford Road PROJECT NAME: Callway Golf BallFacility-T.I. · 0 8P:: ICANT (CLJU s) 0 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. [:8J 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. 1:8). The applicant's copy of the check list has been sent to: Smith Consulting Architects (Mike Woomer) 452-3907 1:8] 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 lri Person D REMARKS: By: David Yao Enclosures: Esgil Corporation [gJ GA D MB D EJ. D PC 10/12 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 Cadsbad 98-3043 II 10./26/98 RECHECK PLAN CORRECTION LIST JURISDICTION: Carlsbad PROJECT ADDRESS: 2180 Rutherford Road DATE PLAN RECEIVED BY ESGIL CORPORATION: 10/12 REVIEWED BY: David Yao FOREWORD (PLEASE READ): PLAN CHECKNO.: 98-3043 SET: II DATE RECHECK COMPLETED: 10/26/98 This p.lan 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 qn regulations enforced by the Suilding 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 artd 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 page~ 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 98-3043 II 10/26/98 + PLUMBING, MECHANICAL A.ND ENERGY CORRECTIONS + . PLAN REVlEWER: Glen Adamek 1. Correct the Fire Protection/Life Safety Report by Schirmer Engineering Corp revised on October 8, 1998. Two Control Areas are shown in the tenant improvement plans for the front 84,642 square foot Prototype area, but not addressed in the current Fire Protection/Life Safety Report by Schirmer Engineering Corp. a) The Fire Protection/Life Safety Report by Schirmer Engineering Corp. revised on October 8, 1998, does not show all the materials hazardous in each control Area and H-3 storage room (for the total building). Also the refrigeration machinery room is not addressed in the report (Occupancy Separation and Means of Egress). i) Clearly show types of hazardous material is being stored or used hazardous in each control Area .and H-3 storage room (for the total building). ii) Clearly show the amounts of each type of hazardous material to be stored and in use in each control Area (for the total building). iii) Clearly show where in the buildings each type of hazardous material is being stored or used in each control Area and H-3 storage room (for the total building). b) The Fire Protection/Life Safety Report by Schirmer Engineering Corp. revised on October 8, 1998, does. not address the Control areas in this building. The n.umber of control areas and limits of the control areas. c) The Fire Protection/Life Safety Report by Schirmer Engineering Corp. revised on October 8, 1998 does not show all the materials hazardous in • each of the Control Areas. 2. A complete review will be made when the complete corrected Fire Protection/Life · Safety Report by Schirmer Engineering Corp. is provided. PLUMBING (1994 UNIFORM PLUMBING CODE) 5. Total water demands ~re not clear for the exiting and new and proposed water plumbing fixtures. Provide a table of the water fixtures showing the type of all exiting and new and proposed water plumbing fixtures. Show the number of each of the exiting and new and proposed water fixtures. Show the water fixture units for each plumbing fixture. Show the total water fixture units for the building water system. UPO Section 610.0 6. Total gas demands are not clear for the exiting and new and proposed gas fired equipment. Provide gas line plans· and calculations, showing gas meter, gas pressures, pipe lengths and gas demands. UPC Section 1217.0 • Carlsbad 98-3043 II 10/26/98 7. Correct the drain, waste and vent plans (sheets 14000 through 14007): a) Show vents for each hub drain, trench drain and floor drain, or if combination waste and vent system are proposed show limits of the combination waste and vent systems. Show combination waste and vent systems comply with UPC, Section 910.0. b) Provide a table of the waste fixtures showing the type of all exiting and new and proposed waste plumbing fixtures. Show the number of each of the exiting and new and proposed waste fixtures. Show the sewer fixture units for each plumbing fixture. Show the total sewer fixture units for the building sewer system. c) The 1-1/2 vent for the 4 inch trap for the Settling Sump, detail 2 on sheet 14007, is undersized. 11. No IAMPO listing found for the Crane Plumbing / Fiat Products Co. model #MSH-316 (48Wx49" D). Detail the required shower pan, showing the shower pan up the walls and over the threshold or curb at entry to the shower stall. Show shower drain 48 inches from entry or door into showers, for wheel chair access, or detail curbs at entry to the shower stall. UPC Section 410.3 MECHANICAL (1994 UNIFORM MECHANICAL CODE) 12. Note the Building Inspector and Building Official: "Before final inspection third party installation reports will be required for the approval of the construction and installation of the proposed Unli$ted Ovens to approved standards." UMC, S-ection 302.2 13. Correct the emergency purge of escaping refrigerant, on sheet 32035, and show the required ventilation as per UMC, Section 1107.2. Q = 100(G)112 Q = 100(2,455)112 = 100(49.548)::. 4954.8 CFM minimum. Not 4,728 CFM. 14. Clearly show 'au the doors into the Chiller Room are minimum one hour fire rated. · Not 20 minuet fire rated doors and non-rated doors as per the plans. Provide the r:equired fire rated separation of the refrigeration machinery room as per USC, Section 2802. 16. Clearly show all the interior doors into the Boiler Room are minimum one hour fire rating. The shell building plans do not clearly show all the re.quired fire rated doors. Boiler room must be separated from the rest of the building with a one hourfire separation as per USC, Section 302.5. Detail the required fire rated construction including the required fire doors, fire dampers any fire rated shafts. · 18._ , D~tpil dust collection systems compliance with UMC Chapters 5 & 6. a) Clearly show the classification of product-conveying duct and the duct reinforcement spacing and correct the thickness of the m~tal exhaust .. , ,. Carlsbad 98-3043 II 10/26/98 g) ducts, the gage used for each duct size over 23 inches diameter as per UMC, Table 5._B, Correct the chart on sheet 32039. Also provide the plans for the "pneum·atic conveying systems" showing the duct design to withstand an internal pressur~ of not less than 100 pounds per square inch, as per sheet 15 of the Fire Protection/Life Safety Report by Schirmer Engineering Corp. Provide the required explosion venting of the dust collection systems between the dust collectors and where the exhaust ducts exit the building. as per UMC, Section 609.5. 20. Detail exhaust ventilation system compliance with UMC Chapters 5 & 6. a) Clearly show the classification of product-conveying duct and the duct reinforcement spacing and correct the thickness of the metal exhaust ducts, the gage used for each duct size over 23 inches diameter as per UMC, Table 5-8. Correct the chart on sheet 32039. Also provide the plans for the "pneumatic conveying systems" sh9wing the duct design to withstand an internal pressure of not less than 100 pounds per square inch, as per sheet 15 of the Fire Protection/Life Safety Report by Schirmer Engineering Corp. ENERGY CONSERVATION 25. Clearly note on the plans this building will be operated 24 hours per day, or provide automatic shut-off controls for lighting as required per Title 24, Part 6, . Section 131 (d). Note: If you have any questions regarding this Plumbing, Mechanical, and Energy plan review list please contact Glen Adamek 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. ·, ; DATE: 9/24/98 JURISDICTION: Carlsbad PLAN CHECK NO.: 98-3043 . EsGil Corporation '1.n !Pa.rnutsn.ip Witfi. {joflt.r,tmtnt for '.BuiUing Safetg SET:I PROJECT ADDRESS: 2180 Rutherford Road · PROJECT NAME: Callaway Golf Ball Facility T.I. CJ AF>P~NT @URIS. 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 co.mply 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 sho1,1ld 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 fo'rward to the applicant contact person. . . ~ The ~pplicant's copy of the check list has been fax to: Smith Consultirig Architects 452.-3907 -~ (=sgil Corporation staff did not advise the applicant that the plan check h~s been completed. D Esgil .Corporation staff did advise the applicant thatthe plan check has been completed. Per~on contacted: T elepbone #: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person D REMARKS: By: David Yao Enclosures: Esgil Corporation 181 GA O MB 181 EJ O PC ~/11 ;9/t6 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax {619) 560-1576 Carlsbad 98 .. 3043 9/24/98 GENERAL PLAN CORRECTION LIST JURISDICTION: Carlsbad PROJECT ADDRESS: 2180 Rutherford Road DATE PLAN RECEIVED BY ESGIL CORPORATION: 9/11,9/16 REVIEWED BY: David Yao FOREWORD (PLEASE READ): PLAN CHECK NO.: 98-3043 DATE REVIEW COMPLETED: . ';)/24/98 This· plan review is limited to the technical requirements .contained in the Uniform Building Code, Uniform Plumblng Code, Uniform Mechanical Code, National {=lectrical Code and state laws regul.ating 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 Plan.ning Department, Engineering Department or other departments. · Tne 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 Unifon:n 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 origi!'}al tracings and submit two new sets of prints to: ESGIL CORPORATION. 2. io facilitate rechecking, please identify, next to each item, the sheet of the plans upon whic;h each correction on this sheet has been made and return this sheet with the revised plans. 3. Please indicate here if arty changes have been made to the plans that are not a result of corrections from this list. · 1f there are. other changes, plea~e briefly describe them and where they are located-on the plans. Have changes been made not resulting from this list? · a) D Yes D No 4. Provide a statement on the Title Sh~et of the plans that this project shall comply with Title 24 and 1994 UBC, UMC and UPC ~nd 1993 'NEC. . 5. Provide construction detail for the support of all the mechanical equipment and pipe support with calculation to justify it. 6. UBC-Section 107.2 requires th~ Building ·Official to determine the total value of all construction work proposed· under this· p~rmit. The value shall include all finish work, painting, roofing~ electrical, plumbing, heating, air conditioning, elevator, fire Carlsbad 98-3043 9/24/98 extinguishing system$ and any'other permanent equipment. Please provide a signed copy of the designer's or contractor';; construction cost estimate of all work proposed. . . . 7. Please refer to the following corrections for mechanical, plumbing, energy and electrical items. 8. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 921'23; 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 David Yao at Esgil Corporation. Thank you. + PLUMBING, MECHANICAL AND ENERGY COR_RECTJONS + PLAN REVIEWER: Glen Adamek· 1. Correct the Fire Protection/Life Safety-Report by Schirmer Engineering Corp. a) The Fire Protection/Life Safety Report by Schirmer Engineering Corp. does not show all the materials hazardous in the total building. b) c) d) e) i) Clearly show types of hazardous material is being stored or used. ii) Clearly show the amounts of each type of hazardous material to be stored and in use. iii) Clearly show where in the buildings each type of hazardous material is being stored or used. The Fire Protection/Life Safety Report by Schirmer Engineering Corp. does not address the Control areas in this building. The Fire Protection/Life Safety Report py Schirmer Engineering Corp. does not show all the materials hazardous in each of the Control Areas. Provide the material safety d~ta sheets (MSDS). Clearly show the Irritants, Sensitizers, and Other Health Hazards are all "commonly used building materials and consumer products" as per foot note 9 of -UBC, Table 3-E, or correct the Allowed amounts in the Table 5 -Hazardous Material Summary, to show the correct limits. 2. A complete review will be, made -wnen the complete corrected Fire Protection/Life Safety Report by Schirmer Engineering Corp .. is provided. 3. Provide calculations to show compliance with UBC, Appendix 29, (Minimum Plumbing Facilities) as per the City of Carlsbad. Carlsbad 98-3043 9/24/98 PLUMBING ,(1994 UNIFORM PLUMBING CODE) 4. Provide the site plumbing plans showing the sizes and locations of the gas meters and water meter; and the sizes, routes, and slopes of the building sewer, storm qrainage system, site gas lines, and site water lines. 5. Provide complete water line sizing calculations, including the water pressure, pressure ·Iosses, water demands, and developed pipe lengths. UPC Section 610.0 6. Provide gas line plans and calculations, showing gas· meter, gas pressures, pipe lengths and gas demands. UPC.Section 1217.0 7. Provide complete drain, waste and vent plans, clearly showing the existing and new piping and .fixtures. 8. Please correct the slope of the drain and waste lines, note# 3 on sheet 32051, as per UPC Section 708.0. Show minimum 1/4 inch per 12 inch slope on drain and waste lines smaller than 4 inches· diameter. 9. Show that water heater is adequately braced to resist seismic forces. Provide two straps. One strap at top 1/3 of.the tank and one strap at bottom 1/3 of the tank. UPC, Section 510.0 10. Show P & T valve on water heater and detail' drain line route from P & T valve to the exterior. UPC Section 608.5. 11. Detail the required shower pan, showing the shower pan up the walls and over the threshold or curb at entry to the shower stall. Show shower drain 48· inches from entry or door into showers, for wheel chair access, or detail curbs at entry to the shower stall. UPC Section 410.3 MECHANICAL (1994 UNIFORM MECHANICAL CODE) 14. Provide the listing data and installation data for the proposed ovens. If not listed a third party installation report will be required for the approval of the construction and · . installation ofthe proposed ov~ns to approved standards-. UMC, Section 302.2 13. Provide plans, details and calculations to st:tow the refrigeration system complies with UMC Chapter 11. In the Chiller Room .. a) Clearly show the amount ofR-134a refrigerant used in each Chiller. b) "Equipment, piping, ducts, vents or similar devices Which are not essential for~he refrigeration process, maintenance of equipment or for the illumination, ventilation or fire protection of the room shall not be placed in or pass through a refrigeration machinery room." UMCi Section 1 ~ 08.1 ~ · c) Provide calculations and show the required ventilation of refrigeration machinery room. Carlsbacl 98-3043· 9/24/98 d) . Show the required emergency controls for the refrigeration machinery room equipment. · . 14. Provide details of the required fire rated separation of the refrigeration machinery room as per UBC, Section 2802. · -15. Provide the required exits from the· refrigeration machinery room as reqaired per UBC, Section 1020.2. UMC, Section 11'06.3. Correct the door swings and the exit spacing. 16. Boiler room must be separated .from the rest of the .building with a one hour fire separation as per UBC, Section 302.5. Detail the required fire rated construction including the required fire doors, fire dampers any fire rated shafts. 17. Correct the required access to HVAG units as per UMC, Section 305.1: "Appliances shall be accessible for inspection, service repair and replacement without removing .permanent construction." 18·. Detail dust collection system compliance with UMC Chapters 5 & 6 .. a) · Clearly show the exhaust duct material and gage used for each duct size. See UMC, Table 5-.B. Show the .classification of product-conveying duct, the design pressure in the ducts, and the duct reinforcement spacing. b) -Detail the required make-up air as per UMC, Section 505.6 .. c) Clearly show the duct materials are suitable for the intended use. UMC, Section . 609.1 d) 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. e) Detail minimum duct conveying velocities as per UMC, Section 505.4 and Table 5- A. f) Detail duct cleanouts as per UMC, Section 609.4. Every 10 feet and change in direction. 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 minimum 18 inches clearances from· combustibles as per UMC, Section 609.8. . j) Detail protection from physical--damage as per UMC, Sectior-1 609.9. 19. Clearly show the exhaust ventilation systems designed t.o comply with UBC, Section 1202.2;2. Provide the calculations of the exhaust rates required in each area to provide the requited six air changes per hour. 20. Detail. exhaust ventilation system compliance with UMC Chapters 5 & 6. Carlsbad 98-3043 9/24/98 a) Clearly show the type of materials to be exhausted by each exhaust system. b) Detail the required make-up air as per UMC, Section 505.6. c) d) e) f) g) h) i) j) k) I) m) Detail the exhaust outlet clearanc~s as per· UMC, Section 609 .10. . . Clearly show the duct materials are suitable for tbe intended use. UMC, Section 609.1 Clearly show the exhaust duct material and gage used for each duct size. ~ee UMC, Table 5-8. Detail ducts conveying explosives or flarnrnable vapors, fumes or dusts shall extend directly to the exterior of the builqing without entering other spaces. UMC, Section 505.1. Detail minimum duct conveying velocities as per UMC, Section 505.4 and Table 5-. A. Detail duct cleanouts a~ per UMC-, S:ection 609.4. Detail required explosion venting of dust collection systems as per UMC, Section 609.5. Detail duct support'as per'LiMC, Section 609.6. -Detail fire protection as per UMC, Section 609. 7. Detail clearances from combustibles .as per lJMC, Section 609.8. Detail protection from physical damage as per UMC, Section 609.9. 21.. Detail the flue (vent) terminations as per UMC, Section 806. Minimum 8 feet from the wc;:111 or above the top of the wall. 22. Detail the flue (vent) offsets, iength, pitch and clearances as per UMC, Section 805. ENl;RGY CONSERVATION 23. Provide complete energy designs for the proposed changes in envelope and lighting. Provide the completed ENV-1, ENV.;2, ENV-3, L TG-1, and L TG-2 forms showing energy compliance. If part of the shell building design,then provide a copy of the approved shell building energy design.· 24. On the plans clearly show the wall and roof insulation locations, thickness, and R-values, as per the energy design. 25. Provide automatic shut-off controls for lighting ·as per Title 24, Part 6, Section 131-( d). 26. Show the daylit areas and required daylit area lighting controls for new or relocated lighting in daylit areas. Title 24, Part 6, Section 131(c). 27. _ Show bi-level li~hting controls as· per Title 24, Part 6, Section 131 (b ), 28. The completed and ·signed ENV-1, and LTG-1 forms must be imprinted on the plans. Carlsbad 98-3043 9/24/98 29. The Documentation Author and tt:le· Principal Envelope Designer must sign the ENV-1 form. 30. The Documentation Author and the Principal L,.ighting Designer must sign the L TG-1 form. 31. The Documentation Author and the Principe:1I Mechanical Designer must sign the MECH- 1 form on sheet 32040. · Note: If you have any questions regarding t.his Plumbing, Mechanical, and Energy plan review list please contact Glen Adamek at (619) 560.:1468. To speed the review process, note on this list (or a copy) where.the corrected items h~ve been addressed on the plans. + ELECTRICAL PLAN REVIEW. + 1993.NEO + PLAN REVIE.WER: Eric Jensen -1; Please check with the serving Utility. Company for their following requirements: a) Installation of batteries and charging equipment installed in the service equipment room. b) Access to the service room by Utility personnel. ' . c) Vehicular access to the electrical service room. ·2. I'm confused by the sheet numbering system and submitted plan d_escription "Revision". As far as I know this is the first set submitted for plan check. W'rly are the plan sheets not consecutive? · · 3. A Specification Book is not available for plan check .. Irregardless of this, however, the following specification must be included-.on the electrical. plans (City_of Carlsbad local Ordinance): No use of NM cable or AC cable (without a separate equipment grounding 9onductor installed therein) is allowed to be installed in commercial applications in the City of Carlsb.ad. 4. Electrical plans are not included fot the cooling tower, however, they are included with the mechanical set. 5. Mu.ch of Carlsbad's soil is highly corrosive.· The use of rigid steel conduit is (normally) not permitted without factory coating where installed _directly in the soil. As a protection sleeve (even uncoated) for the groun<;fing grid it would be permitted as this design exceeds minimum Code requirements. The cgnduits life span may be severely limited by the local soil conditions. · 6. If metal conduit is to be installed directly in the soil, for conductor carrying, not grounding cor:1ductor physical protection, specify factory .coated conduit. (Detail, sheet 16113. 7. Sheet 16201 Carlsbad 98-3043 9/24/98 .ru The amperage shown for mixing line one roll mills motors is incorrect. · p) How is GFP protection provided for the K4 mixer circuit? 8. How is GFP protection provided? NEC 215-'10. Sheet 16202 9. Provide a list, on the Title Sheet of the electrical plans, specifying all GFP devices that are· required to be tested and a copy of the testing submitted to the Building Official. · 10. Specify the num.ber of switchable poles for the generator transfer switch. If 4P, detail the necessary neutral bonding at the generator or first disconnect switch. 11. Note on the plans that a sign shall be installed adjacent to the main service disconnecting switch noting the existence of and location of.the alternate power sources available at this facility. (Including UPS, generator, etc.) NEC 700-8(a) 12. If the generator transfer switch is 4P, detail the signage to be installed adjacent tot he service disconnecting switch specifying the location of all ground/neutral connections. NEC 700-8(b) 13. Provide a single line diagram for the distribution board/branch circuit panelboards systems. The panelboard locations and feeder sizing will be plan checked when these single lines are provided. 14. The receptacle outlet in the elevator machine rooms is required to be GFCI protected . . Please identify so on the floorplans. NEC 620-85 15.. Include a general note on the .electrical plans that ·au panelboards and distribution boards shall not have any ducting or piping installed directly overhead and a minimum of 6'6" headroom shall· be .provided arou.nd this equipment. 1.6. How are the disconnect .switches mounted on the sides of the buss duct accessible? (mounted 18'6" & 20' off finished floor) · 17. From which side( s) are the 12 KW switches shown on sheet 16319 accessible? ( Clearance check) 18. ls the genetator transfer switch rated ·at a maximum of 1,000 amperes? If so, how can it be supplied by a 1 ;200 ampere switch? 19. Provide a load calculation for the emergency system, distribution panelboard "GMPD". Be sure to inclade all loads, including loads that may be included with the office area electrical design. The 1,200 ampere rated service switch supplies a 1,000 ampere ATS, that is also supplied by a 500KW generator. · C_arlsbad 98-3043 9/24/98 20. Note on the plan that all electrical equipment, including fused disconnects shall meet the minimum clearance standards of NEC Table 11-0-16. 21 . .Provide manufacturers fixture specifications for all fixtures used for emergency exitway .illumination (egress lighting) featuring the "quartz restrike "feature specifying the time frame/illumination period for a heated fixture to relight. 22. Typical for all transformers: Detail, on the single line dia_grams how overcurrent protection is provided for the secondary conductors: a) Transformers over 600V? . . b) Transformers 600V and less (Conductors exceeding 25' in length)? 23. Include the warning tape on the underground conduit details. NEC Table 710-4(b), ex. 3. '. 24. crearly show and/or describe on the floorplans, both lighting and power, all areas requiring · special electrical equipment and/or wiring methods. Identify all areas requiring classified wiring methods (Class I, ii, or HI). Note the parameters of the classified areas, the Classification, Division, and Group of all equipment to be ins~alled in the noted area. Additionally note all areas requiring dust~tight wiring methods and equipment enclosures. 25. Where is the emergency light fixture shown iA the detail on sheet 16375 used? · Is it included 6n the fixture schedule? Note: If you have any questions regarding this .electrical plan review list please contact the plan .· r~viewer listed above at (619) 560-1468. To speed the review process, note on this list ( or a copy) where·t~e corrected items have been addressed on the plans. Carlsbad 98-3043 9/24/98 VALUATION AND PLAN CHECK .FEE(FEE REVISED 10/27/98)' JURISDICTION: Carlsbad PREPARED BY: Davi·d Yao BUILDING ADDRESS: 2180 Rutherford Road ~UILDING OCCUPANCY: B/F-1/S-1 BUILDING PORTION BUILDING AREA (ft.2) Tenant improvement 157071 - .. Air ConditioninQ Fire Sprinklers TOTAL VALUE PLAN CHECK NO.: 98-3043 . DATE: 9 /24/98 TYPE OF CONSTRUCTION: V-N -VALUATION VALUE MULTIPLIER ($) 1000000.0 9500898 (estimate) (per arch) D 199 UBC Building Permit Fee . [8J Bldg. Permit Fee by ordinance: $ 3508.58 19873.0 D 199 UBC Plari Check Fee 1:8'.1 Plan Check Fee by ordinance: $ 2280.58 12917.45 Type of Review: D Complete Review D Structural Only D Hourly D Repetitive Fee Applicable D Other; Esgil Plan Review Fee: $ 1824 .4 6 10333.96 Comments: Sheet 1 of 1 macvalue.doc 5196 ,, .-l. City of Carlsbad M § h· ii ,f§§ Ai ,t•i •l4 •i¥i 4 i, ,i§ h I BUILDING PLANCHECK CHECKLIST DATE: /0 · O?-Cf!> PLANCHECK NO.: CB 9 j -JD YJ BUILDING ADDRESS: 2\SO ,RJ1\1fcn'~-(i?b--. PROJECT DESCRIPTION: T-;:i::::-_..:....;'-'----'-------"--'--"-'----------------- ASSESSOR'S PARCEL NUMBER: 2\ '2-· b7o. -Z.. J. ;-2-l.{ 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 ypur submittal; therefore any changes to thes.e 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 following improvements: Please ee e attached. report of deficiencies marked · h 0. M ke necessary corrections to plans or speci · · for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. By: Date: -------- 'FOR OFFICIAL USE ONLY G AUTHORIZA'.flON T,.O ISSUE BUILDING PERMIT: ATTACHMENTS Dedication Application Dedication Checklist Improvement Application Improvement Checklist Future Improvement Agreement Grading Permit Application Grading Submittal Checklist Right-of-Way Permit Application Right-of-Way Permit Submittal Checklist and Information Sheet Sewer Fee Information Sheet \ILASPALMASISYS\LIBRAR NG\WOR ID CS\ HK P O 1 F nn Date: 6 y q ENGINEERING DEPT. CONTACT PERSON Name: David Rick City of Carlsbad Address: 2075 Las Palmas Dr., Carlsbad, CA 92009 Phone: (619) 438-1161, ext. 4324 CFO INFORMATION Parcel Map No: Ill) if !,.ots: ~A ref I \ + 2.. Recordation: 00 2-I f'C/ i> Carlsbad Tract: A-4 ~·•·913'97 2075 Las Pal mas Dr. • Carlsbad, CA 92009-576 • (619) 438-1161 • FAX (619) 438-0894 a a a a a a a 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 3. Include on title sheet: A. Site address 8. Assessor's Parcel Number C. Legal Description For commercial/industrial buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits sho_wing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. EXISTING PERMIT NUMBER DESCRIPTION DISCREtlONARY APPROVAL COMPLIANCE 4a. Project doe$ not comply with the following Engineering Conditions of approval for Project No. _______________________ _ 4b. All conditions are in compliance. Date: __________ _ 1\1.ASPALMAS\SYS\LIBRARYIENGIWORD\DOCS\CHKLST\Bulldlng Planchecl< Cklst BP0001 Form DR.doc 2 Rev. 9/3/97 c( 0 0 0 0 0 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 submitt~I 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 th~ 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 improvemerits may be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please s1.Jbm'it 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: ~~:;:s~ASISYSILIBRARYIENG\WORD\OOCSICHKLST\Bullding Plancheck Cklst BP0001 Fonn DR.doc 3 0 0 0 0 0 0 0 0 a 0 0 'BUILDING PLANCHECK CHECKLIST 6c. Enclosed please find your Future Improvement Agreement. Please return agreement signed and notarized te the Engineering Department. Future Improvement Agreement completed by: Date: 6d. No Public tmprovements 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. ?a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut, fill import, export). 0 7b. Grading Permit required. A separate grading plan prepared by a registered Civil a a 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. 7eJf 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 r~~uired for: H:IWOROIOOCS\CHKLST\Building Plancheck Cklsl BP0001 Fam, MM.doc 4 Rev. 09103/97 • 1 st.r 2nd,/ 3rd,/ a a a §)/o a Q Q Q Q BUILDING PLANCHECK CHECKLIST 9. A SEWER PERMIT is required concurrent with the building permit issuance. The fee is noted in the fe~s section on .the following page. 10. 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. Industrial Waste permit accepted by: __ f)l..,,L...:,'-IIA--'-'...;..c_V\._-_________ _ Date: \" / H}q) ~,-~ CMIIVU 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. ~equired fees are attached Q No fees required 13. Additional Comments: \ILASPALMASISYS\LIBRARY\ENGIWORO\DOCS\CHKLST1Bulkhng Plancheck Cklst BP0001 Fonn OR.doc Rev. 9/3/97 5 ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET D Estimate based on unconfirmed information from applicant. \~ Calculation based on building plancheck pla'n submittal. Stw:i.J '-' "-'~, 'f.t> -O'\ ,~ffc:14t-<':' ..f,Jr.,..,. • ~ , . 'f·°y'-'I OI\. f 4 .... I".\~~ .......,,. ~hr~ !,..,;1J.~. Address:. ,2\~ 0 t(J-lt\~r-forol.. . · Bldg. Permit No .. (B qg · 3DY 1 Date: Prepared by: Y. R, ck.. Date: ID· .o;'. •n Checked by: --------- EDU CALCULATIONS: List types and square footages for all uses. See ~"'"" ~,. t"ilt.J. Types of Use: -------· Sq. Ft./Units: __ --'----EDU's: -----.. 24 Types of Use: -~~---,--~ Sq. Ft./Units: ------EDU's: ----- ADT CALCULATIONS: List types and square footages for all uses. . . .5.e..L !,.,.,ci...--Pl' tc.1..<t..> Types of Use: · Sq. Ft./Units.: . _______ _ ADT's: _ _._Io __ _ Types of Use: ------'--'-~ Sq. Ft./Units: ------ADT's: ------ FEES REQUIRED: WITHIN CFD, Cl YES (no bridge & thoroughfafe fee in District #1, reduced Traffic Impact Fee) 0 NO l'tf{1. PARK-IN-LIEU FEE PARK AREA & #: ___ _ / FEE/UNIT: .. r:f 2. TRAFFIC IIIJ!PACT FEE X NO. UNITS: __ _ ~UNITS: _._j0_· __ Q/i BRIDG,E AND THOROUGHFARE FEE X FEE/ADT: 2 ?__. (DIST. #i _L_ DIST. #2 ADT's/UNITS: . £'4. FACILITIES MANAGEMENT FEE X FEE/ADT: ___ _ ZONE: S =$ P= =$ 2io DIST. #3 ) =$ ,ef / . UNIT/SO.FT.:. X FE~/SQ.FT./UNIT: ___ _ =$ If g/ 5. SEWER FEE PERMIT No. X q'?-LO\ EDU's: I '2-'-t X FEE/EDU.: l, gflf =$ 4'-1 r;- BENEFIT AREA: F DRAINAGE BASIN: EDU's: . 1.LJ X FEE/EDU: Jl:'70 =$ J.c;7 ~-SEWER LATERAL ($2,500) =$ (If «-7. DRAINAGE FEES ·PLDA HIGH /LOW g ACRES: X FEE/AC: =$ I TOTAL OF ABOVE FEES*: $ ------ *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:IDOCS\MISFORMSIFEE CALCULATION WORKSHEET REV 7/13/98 ~),9~ ~ D~le.. -= • tl-1 ,3<?"-.14-= >, .,::, iit -"' u ., .<::. (.) C: "' a: >-.c N .. -"' u Q) .<: (.) C: .!!! a. .!!l "' 0 PLANNING DEPARTMENT BUILDIN.G PLAN CHECK REVIEW CHECKLIST Plan Check No. CB 18-.>O'f'> Planner VAN LYNCH . Address 2./ 80 i2uTHtWM> /2p. Phone (619) 438-1161, extension 4325 APN: z.12-o?o~ 2)±21/ Type of Project & Use: /Nnut;.T r::r~ Net Project Density: µ/4 DU/AC Zoning: C,d?1· General Plan: p.r. _ Facilities Management Zone: S:- CFD lin/nutl # I _ Date of participation: r-7-9'( Remaining net dev acres: 0 Circle One (For non:residential development: Type of land used created by this permit: /NQ((f ntQt 'lrv flN{:1">$ />,4/LIL. l legend:: -C8:I Item-Complete ©J Item .Incomplete -Needs your action fl] D D Environmental Review Required: YES __ NO L TYPE ___ _ DATE OF COMPLETION: ______ _ Compliance with conditions of approval? If not, state conditions which reQuire action. Conditions of Approval: _ !29-D D Discretionary Action Required: YES __ NO 'f.... TYPE ___ _ APPROVAL/RESO. NO. _____ DATE ___ _ PROJECT NO. __________ _ OTHER RELATED CASES: ____ \------------------ Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: --------------------------- ~ D D Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES NO__K CA Coastal Commission Authority? YES__ NO If California Coastal Commission Authority: Contact them at -3111 Camino Del Rio North, Suite · 200, San Diego CA 92108-1725; (6"19) 521-8036 Determine status (Coastal Permit Required or Exempt): Coastal Permit Determination ·Form already completed? YES NO If NO, complete Coastal Permit Determination Form ROW. Coastal Permit Determination .Log #: Follow-Up Actic;ms: -; 1) Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans). 2) Complete Coastal ~ermit Determination Log as needed. ~DD lnclusionary Housing Fee required: YES NO K_ (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 tor amount); Return) I/ Site Plan: [0.. D D 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 ·1:opographical lines. ~ D D 2. Provide legal description of property and assessor's parcel number. Zoning: 1fJ, D D 1. Setbacks: L""rlLS Tf/J G 'jfJ/l'J:>/1'b I ~)o,µ/ (.Sii""'l-IL v,,tOb ~ t_,J Required /N'(t:JW Shown Front: -------Interior Side: Street Side: Rear: Required 1 Shown ---~/ __ _ Required / Shown / Required / Shown ---;+---,--- ~ D D 2. Accessory structure setbacks: Front: Required Shown ~DD l\S DD ~D ((xi D ------Interior Side: Required Street Side: Required -~-...,-L-7_~;--- Rear: Required J1r---_ __........,... __ _ Structure separation: Required _____ _ 3. Lot Coverage: Required 0. (c_ . 4. Height: Required . tJc:,. 5. Parking: Spaces Required ------ Guest Spaces REl'quired ______ _ ------,--Shown / Shown ----/--.,c..-- Shown ---7-+------_,,,__ __ _ Shown ------- Shown ------- Shown ------- Shown S-J~ Shown ------- Additional Comments Parking is based on the gross floor area of the building. Please provide parking spaces for the II Zero load". areas at the appropriate parking ratio (i.e. office) depen(fant on the use of the area . . OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER t/. ~J.__ DATE(_/-'f-?,8 '. ·~. ,: ~< ' ,, ··.::.... -•,.:.. ...... ; .'c~·:-' -.k· , ': :· _,.__., ........ _:-,,_,_.·.-.'··;SUPFLE . ·ENTNL'.-SUBMITTAL·s '•',',',-• .-i ,.,:: '/f'/1!:, ... ·,,A,;· ... •· ,•'.~~·,,·,: ,,,--.:•;;_,. \,i.. •. .• -.. ·· ·--.~--,_1•:,:,,~-~:· ••. ~-,,:-~ ,~1,' ..... , ~ .... ,;.:·;'"; :·;··"" .. __ ... ~~-r-t .. _·-;·:·~·<i·:_.:·::1: .. ~_: . .,: -·-I,,· .. ., ·~ ' '• jl ',·-,' '"'··· _ .... ~:·~., ;<,:··-: .. ~-·~-·,..'"..' ,,..-:;,::-·· .. "--c-,.',~'.l.; ·~·',, ', . • / ·'-f • -~·~.'-'~ .:.J;;s; .. :'{;··;_,_·:_··\,-;,:tf~~t&t;),i,;:c~~~J·-' ll)it·~:rz ---·-' /. '-\'/ '{ '!.;•·: >~::; ' ' ,,. .. . 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'._ t?1···r.\:_,:_.,_·-·· <_-_.··.·- 1 : •• :::_,_·-.·,::··,;_.:_·:-:._:.: : • .::. • ';~ •• : h~UJ~ ~M¥:~ A.~~,Q.(W~IE..S, .. ~N~~-: \·· · · ... -.-.. . .. '>:-·.: ··1,6' s·--':.s· .M. :o: ~·ru·' ···-:-s·'E·. ·n, n:n.tv_ · · . • , -~· •• :::::~ C!:: ••• ,. ,.-,. ~· , -'~ ,, ' ~-~~;. _1_~::~~,f_ .. _,~_', ';:' • . . ; ,r;-~-: C 1,· • ·.:. ·,, • ,-iWAJ{-w·~_;;:: rr1f.'·:-·~::11/4~2si.· ' -.\ '. ',::. •. /·' . . ::: ·-, .. ·.·.-,._.. ,,.,,.S, .... _.-Q_R,: . -,-.,,,Q, .· ... , ,.. ;. :: ... : .. , .. ,; __ .. J. ,_ . ,_ .,., ... ::~~ .. :.-.::.-.. >-·>-:tll.<iN$J33;oj~:3j.4;fss.s~-t:::·.-··. :: ., · .. :: .. ' ., . ·.. . ·.,.; ~ FAX{330f334~16Slf-: .-: ~ -,,:: -·-} ,:Y'-; }7/; :: :')/{_\· __ '.~.:./ _::~.'~,;·,·,:: ,_., '.: ___ .\, ~ •.• '~'·\:'.:~ \...'... .~ ... , \' :,.;·,_·.~\!·'.__ , ... ' .:/··, • ·~_··_:_;; \~,·-:·:.' •. :·;:,: ·: -~·, /{~~·) ·--..,-.,.;_ • .,~~-· • ,• '"..i : ._~_:_'_-•• '.',:.~.-.·\ ,:· ~-"_~-; :· ·-~\,~.'·~ ', l ':' ,v ::. -. ' :·:.~_ .. ,!_;-'-' • ~-· ', ::; ·-._ ;\:\ ':' •' . ~-· •, !~~ .··, ./. > /·~ "'. ; , • i ~ .> f , '··:,, ~--· •• x-·/, •• ' ... j > •• ·:· 1 , •• -.. ~ . ;.: •' . '. ., ~- r ,', ~. ~-: ' . ' , -~· . •.'•., .. , { ~. '. . ·· .. , '!. ; •• ,r. -. _.{. ,.· .. ' -,.· 1_'.?.'· ,:,· . ·: :, .. : " . ---:~, f, .· ., ~ -' tt' •:/"!,·, ,,. ' '~ ' - ,'-·~ '·'.'r, .'t ':,; •,' ,\.,. ' '. ..... ' ' ~;.-.' ,.: _.t)· -ct!> . . ' ' . ,' :,· ••• I '~ ·· ... ' ;, .. l ,,: -, ', :t. I .:,,?, '-~· -', .:"''• ,,: .· ... ,, .. -·~ ~ . ·' ,..•' ~ ··:~·.f=· I I I I I I I I I I I I I I I I I I I SECTIONl SECTION2 SECTION3 SECTION3A SECTION3B SECTION4 SECTIONS TABLE OF CONTENTS MANUFACTURING T.I COST PIPE RACK SUPPORT CALCULATIONS EQUIPMENT SUPPORT CALCULATIONS AIR HANDLER SUPPORT BOILERS, EXP TANK, HEAT EXCHANGES AIR SEPARATOR, AIR COMPRESSOR, & PUMPS DUCTWORK CONSTRUCTION DETAILS PLUMBING FIXTURE CALCULATIONS I r:,:i ~ {"'.l I ~ ""'" j ~ I I I I I I I I I I I I I I I I ·1 I I I 1- I I I I . • · SECTION 1 I I I I I I . I I ·1 .· I I I I :I 1. I I 1· 1·. I I I I I I I I I I /ct-06-98 03:40P NOB CALLAWAY GOLFBALL P.04 ~'\ .. Nielsen _2Jl11'1Bb!OJa October 6, 1998 J.27 JEFFERSON snEET S"N O;fGO,CA 91110 T£L ,,, ,, 2,i .mo F.lX 161 t) ,93-7620 ~NDIEGO LO'IG BEACH LAS v;G>.S STA'l'E LJC.<1 l941S1 .t.f~ 'l;),.;,.1 ~ Lyle Ferreira LO0IS PERRY & ASSOCIATES 165 Smokerfse Drfve Wadsworth, OH 44281 Reference: TI Valuations for. Manufacturing Area Dear Lyle, ;f 4e...,eO.Al. T,z.AC>e~., Per your request, the attached values are provided for Mechanical, Plumbing and Electrical costs for the manufacturing area. Please let me know if you require addltlonal Information. I. General Trades: rr. Mechanical: · A. HVAC B. Process Pipe c. Plumbing (A.F.F.) III. Electrical: · A. Power Dist B. Lighting Sincerely, NIELSEN DILLINGHAM BUILDERS -/Jrt-,---.. Matt Conners Project Manager Material $942,469 $2,179,949 114,300 . 70,549 $800,000 200,000 a.~,. Z~i cc: . Andrew Gracey_ (ij) Callaway Golf Company TI Valuatlons-Mfg·Area.83 · Labor $628,313 Equipment $ 45,000 $1,155,696 $2,422,005 74,253 133, 179 30,185 5,000 _ · :;-=:~o5. l'l't $600,000 100,000 z. -sse."'"1 I I I I I r:,J. t!l!j I n ""'3 0 z I N I I I I I I I . I I I I I I I I I I I I I I SECTION2 I I I I I I I I I I I I ,., I I I. I I I ·1: I\ --·-·-· -·1 A.O. Reed &Co. SINCE 1914 MAIN OFFICE: 4777 RUFFNER ST. AT ENGINEER RD.• P.O. BOX 85226 • SAN DIEGO, CA 92186-5226 PHONE (619) 565-4131 • FAX (619) 292-6958 MECHANICAL CONTRACTOR Conlractor's License No. 7731 ARCIDTECT: SUBMITIAL'r>ATA FOR: A.O. REED Job #8705 CALLAWAY GOLF-GOLF BALL FACILITY MECHANICAL ENGINEER: SMITH CONSULTING ARCHITECTS 5355 Mira Sorrento Place, Suite 650 . San Piego, California 92121 -. · · ·, :_ ._ .. .-.. McP ARLANE & ASSOCIATES 9680 Granite Ridge Drive, Suite 245 San Diego, California 92123 . ·, . . • .. · ... . . . .. , .... •.' ,:·,. '\· ~ ; : " . LOUIS PERRY & ASSO_CIATES, Il'fC.-. :,-·_ ·. i._>,>.·_·-::/i·, ;.'--': I 165 Smokerise Drive ·: · ,_ · -·. . --__ -. .-'>~, ··_ .-.. : :·_ Wadsworth, Ohio 44281 .. ,., ··; -,: ·. :: ·. · 'q~Jffe:;: ~-. . ""::·· .. ,,; 1-,-__ I I ·-1. .. . , · .. .. ··· .,·, .• ,· -.. , . ~--: . ARCIDTECT/ENGINEER STAMP: . .-. . . . .. . , ..... ' . ; ~·--,, '_'-: '·-'' •.,_ . · .. ' . --; . : i:-,'.;:_;:/.t{:~;.~:ijl)\ ::-;·;. : . -·:_: .. ?:J-',·_·;_· . . ... · ... :·.::::: }.: :-.~ {' ~ • •' 'j REFERENCE: LPADRWGS.: ... 13007 & 13009 . 13008 & 13009 13002 & 13003 u:r -~:·:: ~i-~ ~? ::,_/ .14.' . 3 .,, -;: ••' -. • • ,• ,••I ,• " ... .-... ,.,.·, .-.~ ·--· . : ... - I. I I I I I I I I I I I I I I ·.1 I I I· ..• · MASON INDUSTRIES, Inc. International Manufacturers of Vibration Control Products and Acoustical Floor Systems -708 N. Valley St. Suite K • Anaheim, CA 92801 • 714/535-2727 Telex 96-8464 MASON HAUP FAX 516/348-0279 r A.O. Reed & Co. c/o Calaway Golf Ball Mfg. Jobsite 2180 Rutherford Road Carlsbad, CA 92008 7 LAttn: Wayne Degusseme or Richard Pratt _J j' ? Gentlemen: Date: Au.gust 2.7.,. 199.8 ........................ : Re: Your Order Job: .Ca.law.a)" ... G.o.lt .. a?.-Jl ................. . M.I. No: .. E •. o ...... l..41.~.0 ........ , ..................... . AUG 2 8 REC'D In compliance with your request, we ate pleased to enclose our certified prints. 0 Enclosures are for record purposes only. D Enclosures are for your approval and shipment is being held pending your release. · D Enclosures are for your approval. We are looking forward to receiving your purchase order. D Shipment will be made during the week of ........ .. If we can be of any additional service, please call ....... . Enclosures - Very truly yours, MASON INDUSTRIES, Inc. Lesa Jacks (12} copies of Seismic bracing on Trapeze piping for your review and approval.Please verify that the structure can accept both transverse and .longitudinal loadings before ins talla ti.on. FORM A-17643-CALIF ' •I ' • ·-, • I I I I I 1· I I I I ·1 I I I. ·:1111., MASON INDUSTRIES, Inc. Manufacturers of Vibration CQntrol Products . l.iiii!!! 350 Rabro Drive 708 N. Valle)' St. Suite K Hauppauge, NY 11788 Anaheim, CA 92801 516/348-0282 714/535-2727 FAX 516/348·0279 FAX 714/535-5738 A~(l'\e. 2": (J,Z •ltt e":: /2. I ~/ A, l/ '";. g-4-, 2> "IA Jo"= t&,i .it/,4. /2 .. =-Ni ~IA J> Pl.I Is L-1: C..LJ..;c7-'],.) CERTIFIED FOR JOB NAME fA:t..~ lJJJ+'-j ~ Ot.. r' 0M,,l- CUSTOMER 00 ~ CUSTOMER P.O. -.......-:-~--~-+-=---.-,,---r- MASON M.I. 6Q /414 0 DWG No. WF-/ 0 <lJ 74-1= REOUIRED----TAG lo ll 10'' ·,; :.[Joe,{,oh+?~)+ f,,-z.(c;s+zr)+· 34,~(4z)-t-11-i1(?Jo) ;--0c>l?..(4uz1)] -<a-f+ l3o ;,.. °17 =-io1t i-( ~ A---) =-/!A13 ID~ -1-/75 lb.s · .. 1'1.-·-[ t1-'b6-1,oq )(0 ,4-) -=== I Q.i3z ll?.$+·n~.11>s .. ~ ~,u.,..:: ~E. 1 OWN 20 1 CHKD ~l I DA~1/q~ 1 FORM A-19391 l lS7 I' I i : : I DWGNo. U}t:,, JW/J14'-I I I I I I I I I I I I I I ,1· ··1 I I- - . MASON INDUSTRIES, Inc. · Manufacturers of Vibration Control Products CERTIFIED FOR JO.NAME ~~ &;1u:: ,AAµ. CUSTOMER .t) . · 1 350 Rabro Drive 708 N. Valley SI. Suite K- · 5161348-0282 714/535-2727 • I Hauppauge, NY 11788 Anaheim, CA 92801 CUSTOMER P.O.-------,--::-----:--::-:---- MASON M.I. ~ I +1'1 D DWG No. i;J,=..,. IQ) '67S:--j_ · FAX 516/348·0279 FAX 714)535-5738 REQUIRED-----TAG ______ _ 4- 14-/ r~ 4,c.1)d3,1-4 7Y 1-------------1 t----.J.. / / / 0 .l\~ L. '11 H ... 0a----.'t:I --o ----l--1 ...... ~1-----@!.o I, ____ ..,__1 j fi..-=-1/4-=] 1';_"'1:-'I-L-vlp ";;::. 40-z-'-lvs,,--OJ-Y)-R-b~s- ----------=>"""""' .'> /'1,04-/bs /1,1-0'' at<~ {A,JI, ,nH>trl~ 8/tN..lNl {,µIY'f fNA( f,/Jt> It:. . l)) ~1,-tnHJ,iJ·'rL-. '1 et SM,\ l- lbse ~---yo. ··wr--I IIJ'.b7 +-:-, fvt, fr{)DrnurJA.(.,,. loltOS ON. ~Es'_ ( t, 1 r'-z,. ·1; i i/3), ( 1 /~'o-rtJ el 1ii4;~:-~--- I OWN -{N" I CHKD ~( I DWG No. Wrr.-. 1e~1.r-1 FORM A-19391 ?-- I I I I ·1 1· I I I I I I I I ·1 I I -·1 ; ... IDWN 4< FORM A-19391 MASON INDUSTRIES, Inc. Manufacturers of Vibration Control Products · · 350 Rabro Drive 708 N. Valley St. Suite K Hauppauge, NY 11788 Anaheim, CA-92801 516/348-0282 714/535-2727 FAX 516/348-0279 FAX 714/535-5738 1 ' '.· CERTIFIED FOR JOBNAME GAU.~wA7 (;ioLf '3.ALL CUSTOMER A·o · RG:::"D CUSTOMER P.O. ------:,-------'"'-'-a.:..:....---- MASON M.I. E. ·o' /4/ 9-0 DWG No. Wf_ I £f37b REQUIRED------TAG ·, ------- , . -• • •• • oa•-• .._ • • r ._,, ! ,. • • .... · ......... '-....... --· .............. ~ --~·-· .... , .... · -·-·- I CHKD I DWGNo. WF-,0e,7l, I I I I I I I I I I I I I ·1 ·1 I I T MASON INDUSTRIES, Inc. . Ma_nufacturers of Vibration Qontrol Products 350 Rabro Drive 708 N. Valle~ St. Suite K Hauppauge, NY 11788 Anaheim, CA 92801 516/348-0282" 714/535-2727 FAX 516/348·0279 FAX 714/535-5738 "E-1.-J N E. CERTIF.IED FOR JOB NAME 6,,A U... 'OW 4-j 6,o l-1::: (3,._p. LL CUSTOMER A ·'O . R. ~7) CUSTOMER P.O. -~-::-:::-----------,,------ MASON M.I. E0 · ILt-l 'iO DWG No. Wf:.. ,ea 77 REQUIRED-----TAG rv1~1M:VM. WE:14.Wf""" ON P-:aom~ M ~R.t!'a. = ~-z~o )j,~. M~IM\JM fs-s:N~INlt_ MoM~-= -~L 2--'l-'2.al' \~o 1.;.e,,100 b :: -b - tb'"G:'N D1N 4 >~ E!-i ~ l.{0\oo /o '5"r:12-f ~ i "µ'l.'f ~ .,_ =: \2-obo - . L-l o/i4:r) :;:. 11110 p~ 1· ; , J:)ovB LE c Ac. ',C, 1 · '),_s-' Cit! A tJ N EL. ~~ i)19?f...§HJPlV ~NS~I/A'TlV\21...'1 • . . PL?. 6==.-~ -.... ~ . ' : I OWN 1/{ I CHKD FORM A-19391 ,;::. 1:2000 fJO {7,84) .. - toc;'o"l-f > i I • .. · ... : ... It· 17 t<.~ / O'·[Lr IDWGNo. Wf"-Jf3"377 CERTIFIED FOR . T MASON INDUSTRIES, Inc. . . Manufacturers of Vibration Control Products I 350 Aabro Drive 708 N. Valle)' St. Suite K JOB NAME ·r&~wftt.J ~Ot.-F=-a~ CUSTOMER /Jro ueo · . I Hauppauge, NY 11788 Anaheim, CA 92801 · 516/348-0282 714/535-2727 FAX 516/348-027~ FAX 714/535-5738 CUSTOMER P.O.-..--:--------,-~--,---- MASON M.I. 60 /41 ~ 0 DWG No. IJIF:.-} qb4-() _,./ I I I I .1 I I 1";: V-j---1, ...... A~,,,e. 2.": b,Z '-/It i":: /2.I *IA- (,"-; g,4,f> ff/A er = ,,,, ~,A- Jro" ::;. /,~ ~IA :boullU:.. l4.l<~·tt ), REQUIRED----TAG (Jl'PtlL ----/~f-l; fo,rJ, .) 4S O To 1, o O /1,6.)t, ; .. ·:Ti ·::. ([,~.( *'_,. f?4-) + <,,-z.( '3<o -t-rz.)·+ '34,~ (#.,) +-· 11-, 1 (r; .) ;-·. tn,'J.(ft+·-ao)] ~# -q1o: ~ ~~ "1; =-1-~i f (11, A--) = ~/4-lb~-+ 115 lbs . 1'~=:(41d· -1,~z ){0 It-)-:: /.14-'4-Ii>~+ 17~~.s• · ... ~ ~mi. ~£. . •' . -r, =. f2: ,~~_ .. lbs ·. r7--::. l q i"t} lb; 1 OWN 1,1 1 CHKD 6~ 1 DA~1,16 1 FORM A-19391 ( I ' ·\ ' ._ . CERTIFIED FOR T MASON INDUSTRIES, Inc. I' · Manufacturers ot Vibration Control Products 350 Rabro Drive 708 N. Valle~ St. Suite K · Hauppauge, NY 11788 Anaheim, CA 92801 JOB NAME ~ "I U: 8At&,. CUSTOMER EO CUSTOMER P.O. --------r-----:-.,,...._-- I I I I I I I I -1 I I I ·I I I I- 516/348-0282 714/535-2727 FAX 516/348-0279 FAX 714/535-5738 MASON M.1. !;.o I +l'ID DWGNo. IJ/F! ... f't04--f REQUIRED-----TAG ______ _ f • ~ ' .. o" -----...1~~t----- > ~N~T,U()ir/'rt,. .· ~ftle,t Nlf P(!,om ~ ~P ~t;,:e" C /_1, ' e-rR.s ) ~-·Tl>: ·:W'f:--·ftlo4-p F;t,,·.·/tOornu~At.,, UMOJ ~f.,. ~Sl~f ( -r, ) j'_, I i; e i/3) • .·. , ' / / ?-- I OWN ,(N. I CHKD I DWG No. w~~ /t/o~r FORM A-19391 I I I ·I I I I I I I I I I ··1 I I T MASON INDUSTRIES, Inc. Manufacturers of Vibration,control Products .l 350 Rabro Drive , 708 N. Valle)' St. Suite K Hauppauge, NY 11788 . .. Anaheim, CA 92801 516/348-0282 714/535·2727 FAX 516/348-0279 FAX 714/535-5738 1 I ow14 4< l CHKD • I· FORM A-19391 ~:-·:.·,~ . ·,, . CERTIFIED FOR JOBNAME GAU..10wA7 (aoLf SALL. CUSTOMER A,o · Rl=l:::"D CUSTOMER P.O.----,----------- MASON M.I. 12. ·o. / 4/ 9-0 DWG No. wp:·..-·tCf O 4).,-- REQUIRED ------TAG n i I_, ....____..... ½,~ f"/.A'fE· We:L.b 7b ~ :JC ; I I I I I I I ·. o7 e, I I I I I I I I I I- T MASON INDUSTRIES, Inc. Manufacturers of Vibration· Control Products 350 Rabro Drive 708 N. Valley St. Suite K Hauppauge, NY 11788 Anaheim, CA 92801 516/348·0282 714/535-2727 FAX 516/348-0279 FAX 714/535-5738 CERTIFIED FOR JOBNAME C ALL0WA7 gc>Lf: BALL. CUSTOMER A·-o: REED CUSTOMER P.O.--:--------,.---,,,-.----- MASON M.I. E 0 • 14-<L\o DWGNo. · WP.-19°43 REQUIRED-----TAG M.A>t1MU~ Wl.::lu1+1 -6tv B-orroM 1-1 OJ /l al-=-2-q ~.,, ll> i-"A)OIMUM. 13 SJ.DI f\J4 I OWN 411..... I CHKD FORM A-19391 P., E:"H 'D "" 4 Ho ~ ENT : 'P¼ = '-'1Jo){ '7-b _ 4b,-'o6c I:. Sn E5S ;: ~x><-4b68D )2,.\ lt $" f~i ::--,~4 !~ ,_ - \ 4 67D f~ 1 G::>NScti<VAft\/E"I-~ ~ I oAr~/u It!. I . . - 8-.:. pi: .. :=: : .. ~<j 3o )( {g!,) . - 40 E.1: . 4-B 10 z..Cf >c '116 ;c fJ ·B >J< :!:) -~ CJ I 'J,'-f If . ··L· /)ep Lt3:T-77o>P::: . --: 7-4-c) ~ ' ' If 0' 4' / 0· L.-'-( I/ o/(. ... ·--· .•.. -· .... ·j·· -.. ·· :· jDWGNo. I I I I I I I I I I I -I- I ·I I I 1- -I - FORM A-19391 MASON INDUSTRIES, Inc. MatJufacturers of Vibration Control Products 350 Rabro Drive 708 N. Valle>' St. Suite K Hauppauge, NY 11788 Anaheim, CA 92801 516/348-0282 714/535-2727 FAX 516/348-0279 FAX 714/535-5738 -- I CHKD I oA"'8hi fre I I. CERTIFIED FOR Joe NAME GA: L--Lo WA-y CUSTOMER A:· 0 · R l==JfD ;_, CUSTOMER P.O.--:-------....,.,.,.----- MASON M.I. EO • I 4 I 't-P DWG No. W F r-/ ~.:, 4 L.( REQUIRED-----TAG 'rf;; Ca! 4.r Jiu w 11fl =< IDWGNo. ,,. I i I I I I I I I I I I I I ·I .. I· ~ I MASON. INDUSTRIES, Inc. Manufacturers of Vibration Control Products . · CERTIFIED FOR JOB NAME 4 ALloivAy . 4°1..,,r &A LL.. 350 Rabro Drive 708 N. Valle~ St. Suite K CUSTOMER A. ·-o· ~ tEr7P Hauppauge, NY 11788 Anaheim, CA 92801 516/348-0282 714/535-2727 FAX 516/348-0279 FAX 714/535-5738 CUSTOMER P.O.---;-:--:--::---'-----,--.,.,..---- MASON M.1. L::0 ' / J./ {~ DWG No. v1/'J:. -J '-f O 4 l REQUIRED-----TAG -re:-rv°i>101\1 i Iv ~0/,,5 T ~ k C'O.Jq) := ('I 41;c tl·7°J /7-3 ~ /.sf --. <; tft;AI<.. / /f/ ~o L-r / ~-;:; 1; !'1#q.r::: I 7 43~ o, 7"7 -) 2-3:J Pl:>J Ct+7£"Ck It 0 UT.J. . (5Jo 1,) Po~ I N'J7:.7</H-11 o-n/ fv :! V3 f '2-3) /=> $ i = {,Jo l Ak O• µ:,'l-::;:. ~6-!' B'Cn, G. z.o /<J/ 2-1-I· e·( 6·/01)-::: /t;,01.3 kJ1 / '2-JJ -... . ' -. ,A.L-77::-R..tv.A-Tt=~ C4 f>s. . ·. C..A-N il.t:. '"\.J ~~-El). V. .3 ( I ! .•. : ·-----·····-.-· ..... ···-· .. _ . ...,. ... _ ..... :._ ............... -.. - I -I OWN ~ R.. I CHKD FORM A-19391 -I I MASON INDUSTRIES; Inc. Manufacturers of Vibration Control Products 350 Rabro Drive 708 N. Valley St. Suit~ K . Hauppauge, NY t1768 Anaheim, CA-92801 Tel. : 516/348-0282 Tel. : 7141535-2727 · · Fax : 516/348-0279 Fax : 7141535-5738 lnfo(llmason-lr,d.com lnfo~masonanaheim.com CERTIFIED FOR Page 1 of 1 JOB NAME : ~A Ll.oJ.t+.f G;)L..f M CUSTOMER : . A ·o : ,e L'c.;;~ CUSTOMER P.O. : ·MASONM.I. DWGNO. eo• /L(/~O 1,\/f--/'10l/b SCB Seismic Cable Brace Anchor & Assembly I I I I I -I I- I I I I I I ·I --1 I 1. Galvanized Aircraft Cable 7 x 19 Strand Core Cable Brace Anchor (Formed Steel) "H" Hole Dia. "G" Hole Dia. SCB-1, 2, 3 & 4 CERTIFICATION DATA TAG, UNIT OWt:-J: FORM S•102-1a CHKD: ' . SCB-3-28 TYPE SCB ASSEMBLY RATINGS AS CONTROLLED BY CABLE BREAK STRENGTH Size SCB-1 -~sCB-2 SCB-3 & -3-28 SCB-4 OSHPD Cable Dia. Max. Ratings [in] [lbs] 1/8 975 3/16 2050 1/4 3150 3/8 6875 Ratings are from test data and calculations used to obtain California OSHPD Preapproval Number R-0202. Testing was supervised and certified by an independent engineer registered in the state of California. Ratings are based on attachment to steel. Rating will be controlled by attachment methods to concrete. Preferred installation angle Is 45°. Maximum variation± 15°, TYPE SCB ANCHOR DIMENSIONS (Inches) Size A B C D SCB-1 13/8 2 1 15/16 -:>SCB-2 15/8 23/4 13/8 13/16 . SCB-3 2 31/2 13/4 17/16 SCB-3-28 2 43/4 1 17/16 SCB-4 31/8 5 · 21/2 115/16 DATE: 0 ~~ e E 33/8 43/8 4 3/4 43/4 53/4 F G H .. 11/2 9/16 1/2 13/•1 11/16 5/0 2 13/16 3/4 2 13/16 3/4 21/4 15/16 1 ( DWG NO. : wF-1 'i'0 l/-1,. 01/98 I I I I I I I I I. I I I I I -I 1-. MASON·· f NDUST.RIES, lnc.-CERTIFIED FOR s-s8 Manutactu.re,s of Vibration Controf Prod:Jcts JO_B NA.ME GALLoWA'f 6.->L.F BALL 350 Rabro Drive 708 N. Valle)' St. Suite K - Hauppauge, NY 11788 · Anaheim, CA 92801 . , · '.-CUSTOMER A·:Q ·-R ~7:) 5161348·02.82 -714!535-2727 .. FAX 516/348-0,279 FAX 7141535-S738 ·cusTOMER ·P.O. __ ·.;.;.·-------,-------=,--.- MASON M.I. E·o · 1~1 9° DWG No.~-l&/O 47 SEISt.1°1C SOLID BRACE ANCHOR SOLID BRACE ANCHOR (Formed Steel) "H" HOLE DIA. TYPE SSB ANCHOR DIMENSIONS (Inches) _ Size A a C D E F G H SSB•1 13ie 2 1 • 15/10 33/f 1112 -9/IS 9/,e SSB·2 15/e 23/4 13/e 13/18 43/0 . 13/4 11/,S f/16 SSB•3 i 31/Z 13/4 17/18 0/4 2 1~Ui 9/18 ssa .. , 31/a s 21,z 115/1G 5314 2114 1s11,. 11110 CERTIFICATION DATA OWN TAG UNIT W }-}-c:::N Got..i D ~c..G. N 8:-""D 7b e2 o L.o I •2,.-; o r.;,t"-AC.E AD ~ .. vse: .. -3>c 3 ~~ . A~~:L.,IE "'1 TH-_t;;s fb-2..-· c,~ ps_ . CHKD - T K l rJ,. 1/2 K'->-j Solid Brace Anchor(Optional) ~ l r / I, I 1V '------') ·w HOLE DIA. Solid Brace Anchor Steel Angle Brace • J = 1 1/4 in. for 2 x 2 steel angles. TYPE SSB ANCHOR RATINGS OSHPO Max. Minimum Steel Angle Brace MemberQn) Minimum· Ratings for Maximum Brace Len 1h Size lbs 6ft 10 ft 15 ft SSB,1 500 2 X 2 X 1/8 2 X 2 X 1/8 2 X 2 X 1/4 SSB-1 1000 2X2X 1/8 2 X 2 X 1/4 2 1/2 X 2 1/2 X 1/4 SSB•1 1500 2X2X3/18 21/2 X 2 1i2 X 3/16 3x 3x 3/16 SSB·2 2000 2X2X1/4 2 1/2 X 2 1/2 X 1/4 3x3x3/6 SSB-2 2500. 21/2 X 21/2 X 3/16 2 1/2 X 2 1/2 X 3/8 3x3x3/13 ~ SSB-2 3000 21/2X21/2X3/16 3 X 3 X 3/16 4 X4 X 1/4 SSB-3 4000 21/2x21/2x 1/4 3x3x3/8 4 X-1 X 1/4 SSB-3 5000 2 1/2 X 2 1/2 X 3/6 3x3x3/8 -1x-1x3/8 SSB-4 7000 3X 3 X 1/4 -1 X4 X 1/4 5x5x3/8 SSB-4 8500 3X3X3/8 4x4x3/8 5x5x3/8 Ratings are froin lest data and calculations used to obtain California OSHPO Preapproval Number R-0202. Testing was supervised and certified by an Independent engineer registered In the state or Californla. • Ratings are based on attachment to steel. Ratings will be con.trolled by attachment methods to concrete. I s-2-'' -= . ·., ' e'' ll,;- DWGNo • ( JOB Tm.E C ,A{/(/ /h,v' /-Pf PROJECT No. / ? 0 t DESCRIPTION ,A;;.ce s J ,tr.to~~ CALCULATED SY C/'flJ2 DATE ~c!.._ CHECKED SY--------DATE _______ _ SHEET NO, _j_ OF __ I I I I -I I . i · ....... ~ ....... I·· ..... ~ . .. .. : .. . . . ' . .................. ,., I . . . . . ,, .................... ~ . . . I .. -: ....... ~ . ' .... : ..... . ' . . . . . ... " >· ----~··· . . ...... .-· . ·=····. :·· .... : I I I · . LOUI.S -.PERRY I Cl & ASSOCIATES . []_J •INC• JOB 1111.E Cftt&,,_fhdAy PROJECT No./ 7 0 t DESCRIPTION M ~~ CALCULATED BY __ qmq_ __ ..;;..___ ~TE ~ ~ CHECKED BY -------DATE ----,---- SCALE --------SHEET NO. -z OF _ I PLANNER$;. ENGINEERS.• ARCHITE:CTS • MANAGEMENT I I I ;.·; l i i ; I i : : ! : : : : : . i ; ~ ~ ! . : ~ ~ -~~, 3.JI,;' I I ~--: .. ·' I . . . . •••• -~ ... -•••••• : • »~ ••• ,. -• • • • : ...... . . .. : ................... ·:··· . :· ... ·:····-.. .. , ............ . . . . ~. ~ ...... ~ .. . . 'l' .... ~ .. --.. 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JOB T11tE -CA~~ PROJECT No. / 70,t OESC~PTION ~~~~~ CALCULATED BY ---'........_L---DATE -F CHECKED BY--------DATE-------- SCALE ----------SHEET NO. $ Of' __ •""•••••••H<•<<<<••>••>••• ' , ' ' , ' I ,[lgru LOUIS PERRY & ASSOCIATES • INC• JOB Tilt£ O~CRIPTION CALCULATED BY ~~~!22h ~ MT£ pc CHECKED BY-------- SCALE DATE ___ ,...... ___ _ SHEET NO, _!f:_ OF __ PLANNERS • £NGIN££RS • ARCHITE:CTS • MANAG£M£NT . I --. . . . . . . . . . . -. . . . . . . . . . . . . , ·i I i 1---i -l·i ·i·i i··i"i JJipafn-!-i·i i· i· i· i i I l-i· r : ...... ~ ....... ; ....... ; ....... j ....... ; ....... ; ....... ; ....... \ ....... ; ....... ; ....... ; ....... ; ·.. .... .. ..... ; ....... ; ....... ; ....... ; ....... ; ....... ; ....... ; ....... ) ....... ; ....... ;-.... ·; ....... ; .. . . .. . ....... ; ....... ; ....... : • ...... '. ...... . 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C7 & ASSOCIATES CJ!.j · • INC • I I I I I I I PLANNERS • ENGINEERS • ARCHITECTS • MANAGEMENT ------------"--- JOB nn.£ __ C""""'/h..:.;(d.~,u.lM,c..:="'-''/zy.'-'~--PROJECT No.J";bb 1 DESCRIPTION ~ CAl:CULATEO BY --~~c..£,L---DATE-------- CHECKED BY-------- SCALE --------- DATE ----,.----- SHEET NO. --E-OF·_ I I I I I I I I · ··· ·· ,··· ·: ... · , ....... , ... ··· ..... · · i·-----·r· .. ! ...... t· · r .. · t --·,------i··"· ·>·--·i ...... , ..... t .... , PROJECT No. - '1 _, -~• »•,>~H•"' : . . ' . . . .. . . -. ~ .... '. ~ -~-·: · ...... . .. :, ..... , ... : .. I I I I I I I I I I I I I I I I I I I User ID: Research Engineers, Inc. ******************************W******************* * * ST A AD--III * * * Revision 22. 3a * * Proprietary Program of * * Research Engineers, Inc. * * Date= OCT 6, 1998 * * Time= 14:58:49 * * * * USER ID: Research Engineers, Inc. * ************************************************** 1. STAAD SPACE FRAME* EXISTING TRUSS FRAME 2. * 3. *FILENAME=> "C:\1706\PIPERACK.STD" 4. * 5. UNIT KIP FEET 6. * 7. JOINT COORDINATES 8. 1 0 0 0; 2 0 33 0; 3 10 15 0; 4 10 20 0; 5 10 25 0 9. * 6 10 33 0 10. 7 0 15 0; 8 0 20 0; 9 0 25 0 11. * 12. MEMBER INCIDENCES 13. 1 1 7; 2 7 B 3; 4 9 2; 5 7 3 7 14. * 8 9 6 15. * 16. UNIT INCH 17. * 18. MEMBER PROPERTIES 19. 1 TO 4 TA ST W8X18 20. 5 TA ST W8X18 21. 6 7 TA ST W8X10 22. * 8 TA ST L40404 23. * 24. MEMBER RELEASES 25. 5 TO 7 START MZ 26. * 27. * MEMBER TRUSS 28. * 8 29. * 30. CONSTANTS 31. E 29000. ALL 32. DEN STEEL ALL 33. BETA 90 MEMB 1 TO 4 34. * 35. SUPPORTS 36. 1 3 TO 5 PINNED 37. 2 FIXED BUT MX MZ FY 38. * 39. UNIT FEET 40. * 41. LOADING 1 (DL) PAGE NO. 1 I I I I I I I I I I I I I I I I I I I User ID: Research Engineers, Inc. FRAME* EXISTING TRUSS. FRAME --PAGE NO. 2 * 42. SELFWEIGHT Y -1.0 43. MEMBER LOAD 44. 5 CON GY -2-4 45. 5 CON GY -2 6 46. 6 7 UNI GY -.25 47. * 48. LOADING 2 (SL N-S) 49. MEMBER LOAD SO. 5 CON GX -.56 4 51. 5 CON GX -.56 6 52. 6 UNI GX -.07 53. * LOAD AT TOP LEVEL TA~EN BY BRACE 54. * 55. LOADING 3 (SL E-W) 56. MEMBER LOAD 57. 5 CON GZ -.56 4 .58. 5 CON GZ -.56 6 59. 6 7 UNI GZ -.07 60. * 61. LOAD COMB 4 (DL + SL N-S) 62. 1 1.0 2 1.0 63. * 64. LOAD COMB 5 (DL + SL E-W) 65. 1 1.0 3 1.0 66. PERFORM ANALYSIS PROBLEM STATISTICS NUMBER OF JOINTS/MEMBER+ELEMENTS/SUPPORTS = 8/ 7/ 5 ORIGINAL/FINAL BAND-WIDTH = 6/ 3 . TOTAL PRIMARY LOAD CASES = 3, .TOTAL DEGREES OF FREEDOM= 33 SIZE OF STIFFNESS MATRIX = 594 DOUBLE PREC. WORDS REQRD/AVAIL. DISK SPACE = 12. 01/ 784. 6 MB, EXMEM = 1970. 9 MB ++ Processing Element Stiffness Matrix. ++ Processing Global Stiffness Matrix.· ++ Processing Triangular Factorization. ++ Calculating Joint Displacements. ++ Calculating Member Forces. 67. PRINT ANALYSIS RESULTS 14:58:49 14:58:49 14:58:49 14:58:49 14:58:49 I User ID: Research Engineers, Inc. FRAME* EXISTING TRUSS FRAME --PAGE NO. 3 I * JOINT DISPLACEMENT (INCH RADIANS) STRUCTURE TYPE = SPACE . I ----------------·- LOAD X-TRANS Y-TRANS Z-TRANS X-ROTAN Y-ROTAN Z-ROTAN JOINT I 1 1 .00000 .00000 .00000 .00000 .00000 .00000 2 .00000 .00000 .00000 .00000 .00000 .00000 3 .00000 .00000 .00000 -.00598 -.00243 .00000 I 4 .ooooci .00000 . 00000· .00000 .00000 .00000 5 .00000 .00000 .00000 -.00598 -.00243 .00000 2 1 .00000 -.00783 .00000 .00000 .00000 .00000 2 ·. 00000 .00000 .00000 .00000 .00000 .00000 I 3 .00000 .00000 .00000 .00654 .00000 .00000 4 .00000 -.00783 .00000 .00000 .00000 .00000 5 .00000 -.00783 .00000 .00654 .00000 .00000 3 1 .00000 .00000 .00000 .00000 .00000 .00204 I 2 .00000 .00000 .00000 .00000 .00000 .00000 3 .00000 .00000 .00000 -.00122 -.01080 .00000 4 .00000 .00000 .00000 .00000 .00000 .00204 5 .00000 ·• 00000 .00000. -.00122 -.01080 .00204 I 4 1 .00000 .00000 .00000 .00000 .00000 .00181 2 .00000 .00000 .00000 .00000 .00000 .00000 3 .00000 .00000 .. 00000 .00193 -.01332 .00000 4 .00000 .00000 .00000 .00000 .00000 .00181 I 5 .00060 .00000 .00000 .00193 -.01332 .00181 5 1 .00000 :00000 .00000 .00000 .00000 .00181 2 .00000 ;00000 .. 00000 .00000 .00000 .00000 I 3 .00000 ,00000 .00090 .00466 -. 01161 .00000 4 .00000 .00000 .00000 .00000 .00000 .00181 5 .00000 . 00000 -.00000 .00466 -.01161 .00181 7 1 .00000 -. 00607 .00000 .00000 .00000 .00000 I 2 -.00044 .00000 .00000 .00000 .00000 .00000 3 . 00000 . 00000 . -.79446 -.00122 -.00243 .00000 4 -.00044 -.00607 . oo·ooo .00000 .00000 .00000 5 .00000 -.00607 -.79446 -.00122 -.00243 .00000 I 8 1 .00000 -.0072tl. .00000 .00000 .00000 .00000 2 -.00049 .00000 .00000 .00000 .00000 .00000 3 .00000 .00000 -. 77274 .00193 .00042 .00000 4 -.00049 --.00720 .00000 .00000 .00000 .00000 I 5 .00000 -.00720 -.77274 .00193 .00042 .00000 9 1 .00000 -.00779 .00000 .00000 .00000 .00000 2 .00000 . 00000 · .00000 .00000 .00000 -.00001 3 .00000 . 00000--.57038 .00466 .00206 .00000 I 4 .00000 -.00779 .00000 .00000 .00000 -.00001 5 .00000 -.00779 -.57038 .00466 .00206 .00000 I I· I I I ·I User ID: Research Engineers, Inc. FRAME * EXISTING TRUSS FRAME --PAGE NO. 3 * I JOINT DISPLACEMENT (INCH RADIANS) STRUCTURE TYPE= SPACE ·-----------------I JOINT LOAD X-TRANS .Y-TR1WS Z-TRANS X-ROTAN Y-ROTAN Z-ROTAN I 1 1 .00000 .00000 .00000 .00000 .00000 .00000 2 .00000 .00000 .00000 .00000 .00000 .00000 3 .00000 ·. 00000 .00000 -.00598 -.00243 .00000 4 .00000 .00000 .00000 .00000 .00000 .00000 I 5· .00000 .00000 .00000 -.00598 -.00243 .00000 .2 1 .00000 -.00783 .00000 .00000 .00000 .00000 2 .00000 .00000 .00000 .00000 .00000 .00000 3 .00000 .00000 .00000 .00654 .00000 .00000 I 4 .00000 -• 00783' .00000 .00000 .00000 .00000 5 .00000 -.00783 .00000 . 00654 .00000 .00000 . 3 1 .00000 .00000 .00000 .00000 .00000 .00204 2 .00000 .00000 .00000 .00000 .00000 .00000 I. -3 ·• 00000 .00000 .00000 -.00122 -.01080 .00000 4 .00000 .00000 .00000 .00000 .00000 .00204 5 .00000 .00000 .00000 -.00122 -.01080 .00204 I 4 1 .00000 :00000 .00000 .00000 .00000 .00181 2 .00000 .00000 .00000 .00000 .00000 .00000 3 .00000 .00000 .00000 .00193 -.01332 .00000 4 .00000 .00000 .00000 .00000 .00000 .00181 I 5 .00000 .00000 .00000 .00193 -.01332 .00181 5 1 .00000 .00000 .00000 .00000 .00000 .00181 2 .00000 .00000 .00000 .00000 .00000 .00000 3 .00000 .00000 .00000 .00466 -.01161 .00000 I 4 .00000 .00000 .00000 .00000 .00000 .00181 5 .00000 .00000 .00000 .00466 -. 01161 .00181 7 1 . .00000 -.00607 .00000 .00000 .00000 .00000 2 -.00044 .00000 .00000 .00000 .00000 .00000 I 3 .00000 .00000 --.79446 -.00122 -.00243 .00000 4 -.00044 -.00607 .00000 .00000 . 00000-.00000 5 .00000 -.00607 -.79446 -.00122 -.00243 .00000 8 1 .00000 -. 00720 .00000 .00000 .00000 .00000 I 2 -:00049 .00000 .00000 .00000 .00000 .00000 3 .00000 .00000 -.77274 .00193 .00042 .00000 4 -.00049 -.00720 .00000 .00000 .00000 .00000 5 .00000 -.00720 -.77274 .00193 .00042 .00000 I 9 1 .00000 -.00779 .00000 .00000 .00000 .00000 2 .00000 .00000 .00000 .00000 .00000 -.00001 3 .00000 .00000 -.57038 .00466 .00206 .00000 I 4 ~00000 -.00779 .00000 .00000 .00000 -.00001 5 .00000 -.00779 -.57038 .00466 .00206 .00000 I I I I I I I I I I I I I I I I I I I 1- ·I I I User ID: Research Engineers, Inc. FRAME * EXISTING TRUSS FRAME --PAGE NO. 4 * SUPPORT REACTIONS -UNIT KIP FEET STRUCTURE TYPE= SPACE ----------------- JOJ;NT :LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM Z 1 1 .00 5.28 .00 .oo .00 .00 2 .oo .00 .00 .oo .00 .00 ·3 .oo .00 .53 .00 .00 .00 4 .00 5.28 .oo .00 .oo .00 5 .00 5.28 .53 .00 .oo .00 3 1 .00 2.09 .00 .oo .oo .00 2 1.12 .00 .00 .00 .00 .oo 3 .00 .00 .56 .oo .oo .00 4 1.12 2.09 .00 .00 .00 .00· 5 .00 2.09 .56 .oo .oo .00 • 4 1 .00 1.30 .00 .00 .00 .oo 2 .70 .00 .00 .oo .00 .00 3 .00 .00 .35 .oo .00 .00 4 .70 1.30 .oo .00 .00 .00 5 .00 1.30 .35 .oo .oo .00 5 1 .00 1.30 .00 .oo .00 .oo 2 .00 .00 .00 .oo .oo .oo 3 .00 .00 .35 .oo .00 .oo 4 .00 1.30 .00 .oo .oo .oo 5 .00 1.30 .35 .00 .00 .00 2 1 .00 .00 .oo .00 .oo .00 2 .0Q .00 .00 .oo .oo .00 3 .00 .oo .73 .oo .00 .oo 4 .00 .oo .00 .00 .00 .00 5 .00 .oo .73 .00 .oo .00 I User ID: Research Engineers, Inc. FRAME* EXISTING TRUSS FRAME --PAGE NO. 5 * I MEMBER END FORCES STRUCTURE TYPE= SPACE -----------------I ALI, UNITS ARE --KIP FEET MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z I 1 1 1 5.28 .oo .00 .00 .oo .00 7 -5.01 .oo .00 .oo .00 .00 I 2 1 .00 .00 .00 .00 .00 .00 7 .00 .00 .oo .00 .00 .00 3 1 .00 .53 .00 .00 .00 .00 7 .00 -.53 .QO .00 .00 7.92 I 4 1 5.28 .00 .oo .00 .00 .00 7 -5.01 .00 .00 .00 .00 .00 5 1 5.28 .53 .00 .oo .00 .00 7 -5.01 -.53 .oo .00 .00 7.92 I 2 1 7 2.92 .oo .00 .oo .00 .00 8 -2.83 .oo .00 .00 .oo .00 I 2 7 .00 .00 .oo .00 .00 .00 8 .00 .00 .00 .00 -.01 .oo 3 7 .00 -.03 .oo -.01 .00 -7.92 8 .00 ,03 .00 .01 .oo 7.77 I 4 7 2.92 .00 .00 .00 .00 .00 8 -2.83 .00 .00 .00 -.01 .00 5 7 2.92 -.03 .00 -.01 .00 -7.92 8 -2.83 .03 .00 .01 .00 7.77 I 3 1 8 1.53 .00 .00 .00 .00 .00 9 -1.44 .00 .00 .00 .oo .00 2 8 .00 .00 .00 .00 .01 .00 I 9 .oo .00 .00 .00 .00 .00 3 8 .00 -.38 .00 -.01 .00 -7.77 9 .00 .38 .00 .01 .00 5.86 4 8 1.53 .00 .00 .00 .01 .00 I 9 -1.44 .oo .00 .00 .oo .00 5 8 1.53 -.38 .00 -.01 .00 -7.77 9 -1.44 .38 .00 .01 .00 5.86 I. 4 1 9 .14 .00 .00 .00 .00 .00 2 .00 .00 .00 .00 .oo .00 2 9 .00 .oo .00 .00 .00 .00 2 .00 .00 .00 .oo .00 .00 I 3 9 .00 -. 73 .00 .oo .oo -5.86 2 .00 .73 .00 .00 .00 .00 4 9 .14 .00 .00 .00 .00 .00 I 2 .00 .00 .oo .00 .oo .00 5 9 .14 -.73 .00 .00 .00 -5 .86 2 .00 .73 .00 .00 .00 .00 I 5 1 7 .oo 2.09 .00 .00 .00 .00 3 .00 2.09 .00 .00 .00 .00 I ·I I I I I I I I I I I I I I I I I I I I I FRAME* EXISTING TRUSS FRAME * MEMBER END FORCES STRUCTURE TYPE= SPACE -----------------ALL UNITS ARE --KIP FEET MEMBER LO.AD JT AXIAL SHEAR-Y SHEAR-Z 2 7 .00 .00 .00 3 1.12 .oo .00 3 7 .00 .00 .56 3 .oo .00 .56 4 7 .00 2.09 .00 3 1.12 2 .. 09 .00 5 7 .00 2.09 .56 3 .00 2.09 .56 ' 6 1 8 .oo 1.30 .00 4 .oo 1.30 .00 2 8 .00 .00 .00 4 .70 .00 .00 3 8 .oo .00 .35 4 .oo .00 .35 4 8 .oo 1.30 .00 4 .70 1.30 .00 5 8 .00 1.30 .35 4 .00 1.30 .35 7 1 9 .00 1.30 .00 5 .00 1.30 .00 2 9 .00 .00 .00 5 .00 .00 .00 3 9 .00 .00 .35 5 .00 .00 .35 4 9 .00 1.30 .00 5 .00 1.30 .00 5 9 .00 1-.30 .35 5 .00 1.30 .35 ************** END OF LATEST ANALYSIS RESULT 68. UNIT INCH 69. * 70. PARAMETERS 71. CODE AISC 72. BEAM'l.O ALL 73. TRACK 1.0 ALL 74. * 75. UNIT FEET 76. * 77. LZ 33 MEMB 1 TO 4 User ID: Research Engineers, Inc. --PAGE NO. 6 TORSION MOM-Y MOM-Z .00 .oo .00 .00 .00 .00 .00 .01 .00 .00 .00 .00 .00 .00 .oo .00 .00 .oo .00 .01 .00 .00 .00 .oo .oo .00 .00 .00 .oo .00 .oo .00 .oo .00 .00 .00 .00 .oo .00 .00 .00 .00 .00 .00 .00 .oo .00 .00 .00 .00 .oo .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 -.01 .00 .oo .00 .00 .00 .00 .00 .00 .00 .00 .00 -.01 .00 .00 .00 .00 ************** I I I I I I I I 'I I I I I I I I I I I FRAME* EXISTING TRUSS FRAME * 78. * 79. CHECK CODE ALL User ID: Research Engineers, Inc. --PAGE NO. 7 I I I I I I I I I I I I I I I I I I I FRAME* EXISTING TRUSS FRAME User ID: Research Engineers, Inc. * STAAD-III CODE CHECKING -(AISC) *************-********** ALL UNITS ARE -KIP FEET (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ FX MY 1 ST wax 18 PASS AISC-Hl-3 5.28 C .00 RATIO/ MZ .584 -7.92 --PAGE NO. 8 LOADING/ LOCATION 5 15:00 I MEM= 1, UNIT KIP-INCH, L=lBO.O AX= 5.26 SZ= 15.2 SY= 3.0 I I KL/R-Y= 146.0 CB= 1.00 YLD= 36.00 ALLOWABLE STRESSES: FCZ= 14.19 I I FTZ= 21.60 FCY= 27.00 FTY= 27.00 FA= 7.01 FT= 21.60 FV= 14.40 I 2 ST wax 18 PASS 2.92 C AISC-Hl-3 .oo .314 -7.92 5 .oo I MEM= 2, UNIT KIP-INCH, L= 60.0 AX= 5.26 SZ= 15.2 SY= 3.0 I I KL/R-Z= 115.4 CB= 1.00 YLD= 36.00 ALLOWABLE STRESSES: FCZ= 23.76 I I-FTZ=23.76 FCY=27.00 FTY=27.00 FA=l0.93 FT=21.60 FV=14.40 I 3 ST wax 18 PASS 1.53 C AISC-Hl-3 .00 .285 -7.77 5 .00 -----------------------------------------------------------------------I MEM= 3, UNIT KIP-INCH, L= 60. 0 AX= 5~26 SZ= 15.2 SY= 3. 0 I I KL/R-Z=l15.4 CB= 1.00 YLD=36.00 ALLOWABLE STRESSES: FCZ=23.76 I I FTZ= 23.76 FCY= 27.00 FTY= 27.00 FA~ 10.93 FT= 21.60 FV= 14.40 I 4 ST wax 18 PASS .14 C AISC-Hl-3 .00 .217 -5.86 5 .00 I MEM= 4, UNIT KIP-INCH, L= 96.0 AX= 5.26 SZ= 15.2 SY= 3.0 I I KL/R-Z= 115.4 CB= 1.00 YLD= 36.00 ALLOWABLE STRESSES: FCZ= 21.60 I I FTZ= 21.60 FCY= 27.00 FTY= 27.00 FA= 10.93 FT= 21.60 FV= 14.40 5 ST wax 1s PASS .00 C AI$C-Hl-3 2.24 .632 -8.22 5 5.00 I MEM= 5, UNIT KIP-INCH, L= 120.0 AX= 5.26 SZ= 15.2 SY= 3.0 I I KL/R-Y= 97.3 CB= 1.00 YLD= 36.00 ALLOWABLE STRESSES: FCZ= 21.28 I I FTZ= 21.60 FCY= 27.00 FTY= 27.00 FA= 13.31 FT= 21.60 FV= 14.40 I --------------------------.--------------------------------------------6 ST wax 10 PASS .00 C AISC-Hl-3 .87 .790 -3.25 5 5.00 I MEM= 6, UNIT KIP-INCH, L= 120.0 AX= 2.96, SZ= 7.8 SY= 1.1 I I KL/R-Y= 142.5 CB= 1.00 YLD= 36.00 ALLOWABLE STRESSES: FCZ= 11.73 I I FTZ= 21.60 FCY= 27.00 FTY= 27.00 FA= 7.36 FT= 21.60 FV= 14.40 ---------------------------------------------··------------------------- I I I I I I I I I I I I I I I I I I I User ID: Research Engineers, Inc. FRAME* EXISTING TRUSS FRAME * ALL UNITS ARE -KIP MEMBER_ TABLE 7 ST wax 10 FEET (UNLESS OTHERWISE NOTED) RESULT/ li'X PASS .00 C CRITICAL COND/ MY AISC-Hl-3 .87 BATIO/ MZ .789 -3.25 I MEM= 7, UNIT KIP-INCH, L= 120.0 AX= 2.96 SZ= 7.8 I KL/R-Y= 142.5 CB= 1.00 YLD= 36.00 ALLOWABLE STRESSES: I FT$= 21.60 FCY= 27.00 FTY= 27.00 FA= 7.36 FT= 21.60 --PAGE NO. 9 LOADING/ LOCATION 5 5.00 SY= 1.1 I FCZ= 11.73 I FV= 14. 40 I --------------------------------------------------------------------· -- 80. * 81. FINISH *************** END OF STAAD-III *************** **** DATE= OCT 6,1998 TIME= 14:58:50 **** ********************************************************* * * * * For questions on STAAD-III, contact: Research Engineers, Inc at West Coast: Ph-(714) 974-2500 Fax-(714) 921-2543 East Coast: Ph-(508) 688-3626 Fax-(508) 685-7230 * * * * ********************************************************* I I I I I I I I 1 SECTION3A I I I I I I I I I I I I 1·· 1· I I I I I I I I I I I I ··OCT 02 '9E: 07: 46PM -MP.SOI~ At~HHEIM P.1/9 -- MASON INDUSTRIES, Inc. lnternetlonel Menufecturisre of Vlbretioi:, Concrol Produces and Accuetlcel Floer Syistem~ 708 North Valley Street Suite K • Anaheim, California 92801 Telephone 714/535-2727 • FAX 714/535-5738 NY Phone 516/348-0282 NY FAX 516/348-0279 FAX TRANSMITTAL SHEET ·A-o: f~ To: ..................... ., .... . ...... · ........ ~ •........... ~. Attn: •• TJ tJ ... f!F~ /! .if:j .. ~ .. . Fromo •••••••• lf.4-"fJ.~ ........ . Number of pages·including·cover Date: •. !C:. /?--:I!.~ ........ . Project: .. ~1~~rt1. .. tr.~~ /14-l-c_ /4/CjO our E. o. # ••••.•.•••..•••.•• sheet: J. ... . . . · 7t O -ffe 4 -r 0r.:J Comments : •.•• ·• • . . • • • . • • • . • • • • . . . . • . • • . • . • . ... . . • . . • • . . . . . • . . • . . ~S"lfl:J . //'2-f I ~c:uT ]>t/tJ ~ ••• •. a e ea a a. a. a. W'•. •.ea• a a a a a-~~ :;.I .. ea a a a a a 7 a a• a a a a a. a a a• a a ~eJSJA,f_r c A7v4'~~/-ltrt£. G4Lc.l PD~ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Ah'-(/ /VI. D ............................... "'················ .. ············· .... · ............. -~ !!.-. .'t·.~,.l.;.#r-~-. ~.1..,A'!.1.?.1-~~1.rtr.,,.rf,_·_1, 2../ IS- ................ :~.!-f. :: . 9-;'.lf>,, .tf)T,. .4:·!f-.,.. _4.._ IJ. / • .• 4-: .2.2...1 •• 4:·.Z-!,· t.J.· 2.9 ....... ~-........ f!-!1; .. 'f:...t!';. ~: ?V., •• Cf; ~t-,1 •. ~: -~-? :1 •• 'f: -~tr:/. .'f.·.G/ . • • . • .. • • • .' • • • • • .lr.r,; .-: fl-_·--~·'°-', lf ·.(I~• //: -~~I. -~ •• f! ti:-!. .. • ..... · ... .• : .•......•.... ?.41"'= .-: .lf ·.rp-1 • .tt-.· J1 I • H:; r. l.;-;-••••••••••••••••••• : : :&;?Y. : ~ :, : : ~i : ~ ~: : : : : : : : : : : : : : : : : : : : : : : : : : : : : : JOB# 870~_ . . . . 9 01 ___ _ ....................... ~r. 7. ~ -~~ -:. ":--!.1. ..................... 02 ·;jjorr:t?" . \ ~ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . 03 Al{}tf,rv ,,,,- .r- . ~ If you do not receive all of the pages in this transmission, please_ca.11 as soon_ai;; ·possible. ----- Thank:you! I I I 1·. I I I -1 ; \ I I I I .. -1 I I I I I · OCT 02 '9E: 07: 4 7PM MASO!~ Al~AHEIM ,------·-· F'.2/9 T MASON INDUSTRIES, Inc. Manufacturers of Vibration Control Products 350 Rabro Drive 708 N. Valley St. Suite K Hauppauge, NY 11788 Anaheim, CA 92801 516/348-0.282 714/535-2727 FAX 516/348·0279 FAX 714/535-5738 CERTIFIED FOR JOB NAME ~~QY:: 8AI,(,. CUSTOMER_~.,L.1..!1~~::;.. __ :.,c..... _______ _ CUSTOMER P.O.~-,---------+----- MASON M.I. ~ 14:140 DWG No, iik' :7,-:o_l;,2...f REQUIRED -----TAG OJ~ n vrut,p-J fJ~ &N~Ot-J. ~ Tb ~ .. I 8f,7\. ~ · tfC»moJtt-t~fl'I~. .. -. ' . ~A (lU.oMmefJO#o (fl1,J. .. z . l 'ii &ri~ PtU. ~ox-r- .. • .. • '( -'/~ ·1 ·u-tJff" ~--l)1M '8 t>1ftl \ t) ,lv'elttH-r ~/_:(~Ile y ~ {/}4t/N4, · ~H'4..; 4-~to ,-l\ ,"L '3rz.'" 6111 · I · tt ~-17,b /oZ:' B?BO ~&"'.i t"O~ t /,z. 7>''1-,Mf;:r . AH~+-+, J3: · I; 4-" ~,_ 1Y~ ,,,: 1;· '17 Lfo t70. ½} 2.,3/t.j (e) I 4--,_Y,N) : ~w-·_+.ta.~l ., +, ., . 5tJ 1W0 ,~-5" & 5YJr ;..460 ~~li.j {;:) nHlf--.f..:a.a, ~ ~D, 41 142 /4-7 ft ~OIi 13/e,~ fl h$'l4e c,-iv~ J!o,'3} 2.,!;"40 Y2. x "1>141.i,J AtJ~-4,~,41,+Z.. 'Ut?I' fb1 i 111z1 ' 'Z~J.,}' I oz." (t,''IJ· e(j ~ o-o -Sie li'J Yi/ I 9f AHu--+,4'i :2~+4 I/Ji' I tlz." 2r//t~1 Joz..,,, •. { ~,) 7'J-o-Q --> -3/' e ,c j'f't( I 1 Atilt-4,CIO, t, f I 70(71 /{¾+h 02." t½" Jct4 ,ti q'1 If 4: 700 to.lj ~S) y, /< 2-~t 'Affq--'4~40,4 t .Z4o" 02: / 112" 1A-,,f} qi' __s-4 IP) .2. (p" ~l-J . '? ?¥2Yt,L'.~) A}.\ v-CJA ,-r . '?, I '2-I I I''),... '317 ·b ''°'-Gf z.oo · St) ··. ~, ~JC~\ (13· 7~~(itA-7 I ow~ 2(rJ .. I cHKo . I 1. ·1· ·1. I I I I I .I .1 I I I I I l,1 · ·; 1: .:,·\i ell Pi .. q -~ ,;_, _i" ~} . ·I.' -~J 1)CT 02 '98 07: 48F'M MASON ANAHEIM ·2r'· MASON INDUSTRIES, Inc. Manufacturers of Vibration Control Products 350 Rabro Drive 708 N. Valley St. Suite K I : Hauppauge, NY 11788 Anaheim, CA 92801 : 516/348-0282 714/535-2727 ·· ', FAX 516/348-0279 FAX 714/535-5738 P.3/9 CERTIFIED FOR JOB NAME ~/U/,,()t.i/ t'/ Y Oi.>--8At.L CUSTOMER fto ~ CUSTOMER P.O. ______ _,_ ___ _ MASON M.I. f:.-0 14-, ~u> DWG No. Wf-~ !.;2..C>. REQUtRED-----TAG A H-UN1D ~ . Pr55«rr,.1~t, i)<A'r Ri>~ Wt.: n;,rc.. utJ,-r tutl.& ~'-~ = ~,m ((J'())).rr-/ Pte.lN1""5 ,s ~UNI,-~1"U '' tn'(J).J.1 IS ~~NCt -n, ON tn"()JJ..~ ~ ()(l,N -rs r .. .. . .. t' tl)~. -{l1QL ~f).t-f" l ~..____ --... -._________..,. ~ y· f<r;,; t t.u. ea [ zt; / t,p. A-ti'4flO. (}M · A111.f!r;~ h" 7 { 1$, eu,'~) j_ rffi r I,.-4'~: yC,otte. P\U · .. AJ_ .. ..__ ,....:-i~-+f g,r,_,,, ~ti. AAL4•1'2. ( .f-= U/,/rr ~1,-ru -· ~.4''·+ 4-''-t-f)~t _: _· AHi)--~,Qonqz ia ::: p,m 'al.'.+ 2 }( Dtm 't:l-r 4 '~~u (p 1hl \s £ ~ r,zo"" <:tf2& ~.~ . . . .,. /?>D4,t/cl: I ~5 ·; .. J/f.t-c,,~ t l>tft\\ t> ·'I l,..JE!{~i .. r!--11tdt fA ~ , r 1,.,1,Hr, 'f7-{ 1),~ 'a fl+U,I ~ I I ,z. Jt,o ~ ~-:z.11 ~HIA-~ ,t.1,7-'' 0tLf• 11-UlA-k ~4-oH· 6i"' Awv.-f,B ~,;.,,., --~--fd2.~. IA-f,A 11, 15, ,zg~ .... . ;QJ7., Lt-i.t6 14B . ~,2" t/J?'' !+>Ml:...}£ l f~1" r :,;o" ,. ~ .I 11z" 11.,;, 1/ C/1'1 11/z" 22,?,t,lt (171 1-'ft.' -~4J,t,' q7'' ,•1z"r l'S1,I,' q7, . /'I~., 2.'IJ,tl Joi..'' 'l/-z" 317,t,.~ 102. .. 410-0 '51/0 t.+i lfO 5"~3t) 7 31.(0 &:/7-:DO _:tj __ _ ½ xl1//.f{c3) 4 "=I ,t' t14 Ct~ ~l-Y-..-~ 1~V1J J s7 ~v14t1& IJI) r-~'1'1'),:, ;~ ,, Y-i. ½ ! -o/0 ~~ :ie3~ (!r:,) 7.s:_ it·(b) ·.611~ f9/Q~.::J:f§·.Jt.t :· h.si'.f." -~--'"-. ~)f . ·\::" ...... _(, ..... ·, . . . -~ -1----bCT 02 '98 -'e=-i7,_:_4.,_,,9'-'--p.,._.M'--'-"MA""'8""",O""'f'l ____ A_N __ AH .... E __ I.._M..._ __ r-------------,,__ ___ __, __ P_. 4_/_9 ___ _ m MASON INDUSTRIES, Inc. CERTIFIED FOR I Page 1 of 1 TYPE Manufacturers of Vibration Control Products JOB NAME : ~l LI!~ 'it>.? r ,!A-LL s As I 350 Rabro Drive 708 N. Valley St. Suite K CUSTOMER : '4-0 ~ I Hauppauge, NY 11788 Anaheim, CA 92901 CUSTOMER P.O.: Tel. : 516/348-0282 Tel. : 714/535-2727 MASON M.I. EO.· / lLI o~ Certified Seismic Anchor Stud with Nut & Washer Fax : 516/348-0279 Fax : 714/535-5738 , 7 ·I · · info@mason-ind.i::om info@masonanaheim.com DWG NO. WF-A'S-:i..~ Type SAS Anchor Bolt Ratings Installed in Stone Aggregate Concrete Dimensions (inches) I I .1 I I I .• I I '. ' -~ ,, [ r 11 .,, .. ~ 1; l' f I i 1· ; f i I"·"· ' ~ ~ 11·· . . , . I I I ,. .. Minimum'.MinimumI 2000 . Concrete Strength -f c I Minimum 3000 psi 4000 psi Anchor Edge I Anchor psi A B C SAS Embedment Distance, Spacing ! Tension Shear 'Tension Shear Tension Shear [in) i [in} [lbs]* Pnl · 3/8 13/4 25/s 51/4 1/2 23/4 33/4 71/2 5/8 31/4 4 7/s. 93/4 I 3/4 5 55/8 111/4 1 63/4 6 12 . ALL PARTS ELECTROPLATED ! r~1 -rt ~--~'"--:~, STANDARD NUT ~~-l ' &' WASHER • I I FULL DIAMETER ~ j ' SEISMIC ANCHOR STUD~ 1 ;;:----==:1 -L i [ I . t ;· --~-~. EXPANSION Wi:DGE __ (__ r"] ! . I : r 1, ...... ___ ) I I / ' i · \ PULL THROUGH ,-·-··-1 RESISTANT SHOULDER -----· f-s-~ CERTIFICATION DAT A I ·-··-'·· [lbs] [lbs]* [lbs] [lbs]* [lbs] ... 435 755 445 765 450 770 3 3/8 11/4 785 1510 820 1540 850 1565 41/4 1/2 11/2 1130 2085 1210 2260 1295 2440 5 5/8 1 3/4 1470 3390 1545 3675 1625 3965 7 3/4 ·2 ----4s1st 9355t g 1 21/4 'The tension values are applicable when the anchors are installed without special inspection as set forth In Section 306 of the USC. When anchors are installed with special inspection as set forth in Section 306 of the UBC, the tabulated values may be increased by 100%. · Notes: The tabulated values are fqr anchors installed at the specified spacings and edge distances. Spacings may be reduced by 50% provided the tension and shear values are reduced by 40%. Edge disiances may be reduced by 50% provided the tension values are reduced by 40% and the shear values are reduced by 50%. Linear interpolation may be used for intermediate spacings. For combined tension and shear forces on anchors, use the following equation: where: P, and V, are Applied Forces and P1 and V1 are Allowable Forces Ratings may nqt be increased to accommodate periodic forces such as wind or seismic loads. Tabulated values include a safety factor of 8 to 1 for tension forces and 4 to 1 for shear forces. For Stone Aggregate Concrete, refer to !CBO Report #1821. t 1" anchors have been tested for f e = 4500 psi and are subject for further testing. Calculations are based on Mason Anchor Bolts which can be furnished at an additional cost. If other anchor bolt are used they must be selected by others to meet required tension and shearforces and installation requirements. DWN: ~-CHKD: D,ATE: FORM S-106·2 DWG NO. : WF--z,:;~2,.'1. 01/97 I I I I ·i< IN~-; ,, I I I I I 1. I I I.,.· ;,· ,.i:'' .~ . ' .::. ~-d ·'98 07=-51PM MASOl'l ANAHEIM P.5/3 MASON INDUSTRIES, Inc. e:.4-~ Manufacturers of Vibration Control Products 350 Rabro Drive 708 N. Valley St., Suite K SEISMIC OVERTURNING CALCULATIONS Hauppauge, NY 11788 Anaheim, CA 92801 516/348-0282 714/535-2727 FAX 516/348-0279 · FAX 714/535-5738 ~~F-/.{4U- D.ATE i::;._/ 'l,,, l5 DRAWING No. Wt=-.. OS'%-.] Equipment overturning calculations based on seismic load applied at a critical angle. Operating Weight~ W seismic Cp z I Horizont~l Force Fph = Cp*Z*I*W -Horizontal Force Factor -zo·ne Factor = Importance Factor Vertical Uplift Force 4-~ . s Fpv = l/3*Fph fp~ tFp;,~a . y Fp,,s1·ne ~ = Max Length (between anchors) = Max Width (between anchors) = C.G. Height =#of anchors .,, , . fpv1 t w6) ~ ,, ,f---I --:,,i'" ..I'--Pz.-,f' · Consider load applied in any horizontal T~ansverse component= Fph*Cos~ Longitudinal component= FPh*Sine The net uplift load on anchor 2 .. Pt= W-Fpv N Fph*Cos6*h*(b2/2) Iyy The net compressive load on anchor 4. Where Pc= W+Fpv + N FPh*Cos9*h*(b2/2) Iyy = N*(N+2) *b12 12*(N-2) = N*b 2 -2 4 + direction Fph*SinB*h*(b1/2) Ixx Fph*Sin9*h*(b1/2) Ixx I ; ,,. ~· r I i t ; ' f t I ·' .~ ' ~ : I I I I I I I I! i f r 11 OCT 02 '98 07: 51PM MASON Af'IAHE IM MASON INDUSTRIES, Inc. Manufacturers of Vibration Control Products 350 Rabro Drive 708 N. Valley St., Suite K Hauppauge, NY 11788 Anaheim, CA 92801 516/348·0282 714/535•2727 FAX 516/348-0279 FAX 714/535·5738 Maximum shear per anchor Ps = Fph/N To maximize the values dPt = O dS & dPc = 0 dEl Tan(tl) = (Iyy*bi) I e = Tan -1 ( (Iyy*b1) .I To combine anchor loads SEISMr'c·.·ovERTURNING CALCULATIONS :. . . . l/.tl[A-wA-1 4.~lp /J.A-lL will yield a condition (Ixx*b2) = (Ixx*b2)) Based on maximum Pt and maximum shear Ps. Pt = Tension on Location Ps = $hear on Location n = # of anchors per Location T = Tension per anchor V 01;: V = Shear per anchor . 4 T bolt ---Pt/n V bolt= Ps/n Combining the loads for the unity check T bolt+ V bolt~ l~O Tallow Vallow I I .J I ~t h In I ·'98 07: 52F'M MRSON Rt'lRHEIM MASON INDUSTRIES, Inc. Manufacturers of Vibration Control Products 350 Rabro Drive . 708 N. Valley St.,.Sulte K Hauppauge, NY 1 1788 Anaheim, CA 92801 516/348-0282 714/535-2727 FAX 516/348-0279 FAX 714/535-5738 JOB NAME: CALLAWAY GOLF BALL CUSTOMER: A.O. REED & CO. :M:ASON E.O.: 14190 Tag: AHU,1,2 AHU-3 W= 4100.00 5110.00 Cp= 1.50 1.50 Z= 0.40 0.40 . I= 1.00 1.00 Fph= 2460.00 3066.00 Fpv= 1366.67 1703,33 bl= 148.00 210.00 b2= 89.00 89.00 h= 38.00 40.00 N= 8 10 .n= 1 1 Anchor;embed.= 1/2"; 2-3/ 4 11 1/2";2-3/4" *Tbolt(allow )= 820.00 *Vbolt(allow)= 1540.00 Ixx= 24337.78 Iyy= 15842.00 I Tan(theta)= 1.08 theta(rad)= · 0.82 theta( deg)= 47.27 Pt= -,45.29 Pc= 1070.29 Ps= 307.50 Tbolt= 45.29 Vbolt= 307.50 Unity= 0.08 MASON SAS ANCHORS ICBO R~port #er-1821/1996, Table 2 STONE AGGREGATE/LIGHTWEIGHT fc = 3000/4000 psi CONCRETE 820.00 1540.00 55125.00 19802.50 0.85 ·0.70 40.29 -20.61 1042.61 306.60 20.61 306 .. 60 0.07 OVERTURNING DATA DATE f,:, '2-FORM µ/ r . 2.0 ~2..C° AHU-4 AHU-5,8 AHU-6A,7,15 4340.00 4340.00 7340.00 1.50 1.50 1.50 0.40 d.40 0.40 1.00 1.00 1.00 2604.00 2604.00 4404.00. 1446.67 1446.67 2446.67 228.00 228.00 276.00 89.00 89.00 94.00 40.00 40.00 45.00 10 10 10 1 1 1 1/211 ;2-3/4 II 1/2" ;2-3/ 4" 5/8";3-1/4" 820.00 820.00 1210.00 1540.00 1.540.00 2260.00 64980.00 64980.00 95220.00 19802.50 19802.50 22090.00 0.78 0.78 0.68 0.66 0.66 0.60 37.98 37.98 34.26 -7.62 -7.62 -20.85 875.62 875.62 1488.85 260.40 260.40 440.40 7.62 7.62 20.85 260.40 260.40 440.40 0.05 0.05 0.07 * ALLO\VABLE VALUES ARE BASED ON WITHOUT SPECIAL INSPECTION Anchsas 10/2/98 4:58 PM I I I I I I I . I .. -; ~ .. : ·:,. . . :,~i ;;11~! -£-~ tJj ·1·t~ ;, ~1 .,·-:.r~ 1~ '98 07:53PM MASON ANAHEIM MASON INDUSTRIES, Inc. Manufacturers of Vibration Control Products 350 Rabro Drive 708 N. Valley St., Suite K Hauppauge, NY 11788 Anaheim, CA 92801 516/348-0282 · 714/535-2727 FAX 516/348-0279 FAX 714/535·5738 DATE / c:> /1.-/ re JOB NAME: CALLAWAY GOLF BALL CUSTOMER: A.O. REED & CO. MASON E.O.: 14190 Tag: AHU-6A,9A,9B W= 9200.00 Cp=. 1.50 Z= 0.40 ' I= 1.00 Fph= 5520.00 Fpv= 3066.67 bl=-300.00 b2= 94.00 h= 49.00 N= 10 n= 1 AHU-12 2000.00 1.50 0.40 1.00 1200.00 666.67 · 135.00 57.25 32.00. 6 1 Anchor;embed.= 5/8";3-1/411 1/i ";2-3/4" *Tbolt(allow)= 1210.00 "'Vbolt(allow)= 2260.00 Ixx= 112500.00 Iyy= 22090.00 Tan(theta)= 0.63 theta{rad)= 0.56 : theta{ deg)= 32.07 Pt= -65.82 Pc= 1905 .. 82 Ps= 552.00 Tbolt= 65.82 Vbolt= 552.00 Unity= 0.10 MASON SAS ANCHORS ICBO Report #er-1821/1996, Table 2 STONE AGGREGATE/LIGHTWEIGHT 820.00 1540.00 18225.00 4916.34 . 0.64 0.57 32.46 -42.76 709.43 200.00 42.76 200.00 0.04 AHU-4.10,11,12 8980.00 1.50 0.40 1.00 5388.00 2993.33 300.00 94.00 49.00 10 1 5/8";3-1/4" 1210.00 2260.00 112500.00 22090.00 0.63 0.56 32.07 -64.25 1860.25 538.80 64.25 538.80 0.10 f'c =_3000/4000 psi CONCRETE . P.Ei/9 OVERTURNING DATA FORM AHU-4.13 AHU-4.22,23 4000.00 2460.00 1.50 1.50 0.40 0.40 1.00 1.00 2400.00 1476.00 1333.33 820,00 142.00 135.00 89.00 57.25 38.00 32.00 8 6 1 1 1/2 II j 2-3/ 4 II 1/2 II; 2-3/ 4 If 820.00 820.00 1540.00 1540.00 22404.44 18225.00 15842.00 4916.34 1.13 0.64 0.85 0.57 48.45 32.46 -52.88 -52.59 1052.88 872.59 300.00 246.00 52.88 52.59 300.00 246.00 0.08 0.06 I I I I wALLOWABLE VALUES ARE BASED ON \VITHOUT SPECIAL INSPECTION Anchsas 10/2/9e 7:19 PM FORM A-17270 I I I I I I I I I I I I I I I I I · · OCT 02 '98 07: 54F'M MASOt~ At'lAHEIM MASON INDUSTRIES. Inc. Manufacturers of Vibration Control Products 350 Rabro Drive 708 N. Valley St., Suite K Hauppauge, NY 11788 Anaheim, CA 92801 · 516/348·0282 714/535-2727 FAX 516/348-0279 FAX 714/535-5738 DATE /-o · JOB NAME: CALLAWAY GOLF BALL CUSTOMER: A.O. REED & CO. MASON E.O.: 14190 Tag: AHU-4.24,90,91,92 HU-4.40J40,41,42 W= 2540.00 Cp= 1.50 Z= 0.40 . I= 1.00 Fph= 1524.00 Fpv= 846.67 bl= 135.00 b2= 57.25 h= 32.00 N= 6 n= 1 Anchor;embed.= 1/2II;2.J/411 "'"Tbolt(allow)= 820.00 ' *Vbolt(allow),,;, 1540.00 Ixx= 18225.00 lyy= 4916.34 Tan(theta)= 0.64 theta(rad);= 0.57 theta( deg)= 32.46 P't= -54.31 Pc= 900.97 Ps= 254.00 Tbolt= 54.31 Vbolt= 254'.00 Unity= 0.06 :MASON SAS ANCHORS ICBO Report #er-1821/1996, Table 2 STONE AGGREGATE/LIGHTWEIGHT . f c = 3000/4000 psi CONCRETE 8800.00 1.50 0.40 - 1.00 5280.00 2933.33 276.00 94.00 49.00 10 -1 S/8'1;3-1/4 11 . 1210.00 2260.0b 95220.00 22090.00 0.68 .0.60 34.26 -79:37 . 1&-39.37 528.00 79.37 528.00 .. 0.10 AHU-4.43 7200.00 1.50 0.40 1.00 4320.00 2400.00 252.00 94.00 49.00 10 1 5/811 ;3-1/4 II 1210.00 2260.00 79380.00 22090.00 0.75 0.64 36.72 -81.91 1521.91 432.00 81.91 432.00 0.07 F'.9/9 OVERTURNING DATA FORM w,=--i..~r 'Z HU-4.60,61,70,71 AHU-4.80,81 4700.00 5460.00 1.50 1.50 0.40 0.40 1.00 1.00 2820.00 3276.00 1566.67 1820.00 182.00 228.00 89.00 94.00 42.00 45.00 8 10 1 1 1/2" ;2-3/4" 1/2 II ;2-3/4 II 820.00 820.00 1540.00 1540.00 36804.44 64980.00 15842.00 22090.00 0.88 0.82 0.72 0.69 41.35 39.51 -51.56 ·42.54 1226.56 1134.54 352.50 327.60 51.56 42.54 352.50 327.60 0.10 0.08 * ALLOWABLE VALUES ARE BASED ON WITHOUT SPECIAL INSPECTION I I I I I I I I I I I I 00 I ~ ~ ~ ~ ~ I w = I I I I I I I I I I I I I 1 · SECTION 3B I I I I I I I I ,I I I I I I I I I ·1 I I- I I 1· I I I -. .,,...---_:,:_~:::-./ --~ QCT 0~ '98 09:07AM MASON ANAHEIM P.1/19 /'./ ; MASON INbLJBTRIES, Inc. : Jntamationi,I Manufacturers . · i;if Vibretlon Control Products . . end Accuatlcel Floor Systems 708 North Valley Street Suite K • Anaheim, California 82801 Telephone 714/535-2727 • FAX 714/535-5788 NY Phone 516/348-0282 NY FAX 516/348-0278 FAX TRANSMITTAL SHEET To: ••.• A:<2: {? -~~ ......... . Date : • • • • 1 ~ [ !-t J ;f. ~ . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Co,.L.-CA~ LpoLf a,ALL. ProJect: ...... ,. . . . . . . . . . . . . . . .. Attn: •• -~ c._c;-0-~J) ••..•.. · .••••.. 14110 Our E . o . # • • • • • • • • • • • • • • .. • • • Fr.om: •.••. J:?.~~~ ... ~ ..... . ~umber of pages including cover 'i1t1 4 -'r f/'l:J I Cf sheet: ..... . · 7, o-?fj"q 12.J ~ Comments : ......••••..•..••....•••.• _ •.••...•.....•.....••..•• . E?\Jcto.s~ l\-6L1c. CD~tL.S ~£(8SMlC C~ .....••••..........•........••... -........•........•......... . . . · .. · ......... F. ;>'!*~ •· •••••••••••• -•••••••••••.•••••••••••••• -• ........ ~ ...... · -~~'.L:~~~ ....... _4 :-.1:[o. ~ .I: ~f •...••• ~ •••...••• Exp. TAN~s. . C:J'-I· 4 8 2· I" : 2-I 8 '. . . . .... -........ -. • .................... -. . . ·"· ..... .,} ... -.... -.. -. . . .......•..•.••. ~ . t1: ~~) :. ~~~-....• J-t ~-': ): 'f .0.1. l; .'i L ••••••••• · ••• • ~ •.•.•••••...• /.'rA t tff~/r1f~ •••••• J::f :: ! ·. 4-1 1 • ?-~1.7. ..•.•...••.• . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .· -· -. 01 . : : ... ~.p.<:t .. ~: .. :J¢ L= ••• J~.~ .. : : .. ~t ~: .2.f!.J .-. :r.2.1 :t . . . . --- . . . -. . . . . . . -. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..•.•..•...•.••...........•. , .....••...•.........•...••....... If you do not receive all of the pages in this transmission, _____ _ please call as soon as possible. Thank you! .. · .. ·, 1·•1ML . I . MASON INt;)USTRIES, Inc. Manufacturers of Vibration Control Products 350 Rabro Drive 708 N. Valley St. Suite K Hauppauge, NY 11788 Anaheim, CA 92801 516/348-0282 714/535-2727 ·I FAX 516/348-0279 FAX 714/535-5738 I ,. ANCHOR CLIP OETA!t.: I ANGHOR: BOLTS BY OTHERS ( 8, ).'?.Lff. .. D!A, ·---~~-----f:ft' INCHES .M!N. EMBEDMENT ·I STONE AGGRF,GATE/UGHTWEIGHT . MlNfMUM. 3000 PS! /4000 est ICBO R;PORT #---L~'J_( ____ _ I· I P.2/19 CERTIFIED FOR JOB NAME CA LL~WAj ~.Ol..-f gp. LL cusToMER A -o · R cm CUSTOMER P.O.----'----------- MASON M.I. 12:o, I l.+lj O OWG No. Wp .-2o!;>~28 REQUIRED ('z.J TAG f:> -(IO $ I· 11 UN 1, : C..Lk""A~ Mor>Jc.S .M Df)c::. L.·. 8100 -2-.st> W"El 41-+T ·, ~'3470 I bs, I I I I I b<a ----- ,-··. -- -.._ I I _ 1-------'=· I 11=+~::t::11 [ __ ~ 11 -,, ___ lt::±1i:i=t1:LI _ __J· / __ I D~~ /iiltBI JI I !OWN_ 4< .FORM A-19391 I CHKO I DWGNo. I I ·I I I I I I I I I I I I I I I I I ;, OCT 05 1 98 09:0SAM MASON ANAHEIM MASON INDUSTRIES, Inc. Manufacturers of Vibration Control Products 350 Aabro Drive 708 N. Valle)' St. Suite K Hauppauge, NY 11788 Anaheim, CA 92801 516/348·0282 714/535·2727 FAX 516/348·0279 FAX 714/535-5738 CERTIFIED FOR JOB NAME CA.LL~WA1 CUSTOMER P.... 0' (2 G.b"""D CUSTOMER P.O.--,----------'----- MASON M.1. e o' / LH Jfo DWG No. Wf.-Zc:,P-~ REQUIRED O,J TM s[-/, q {3, 2· /f, 1 . E"QV1'PM~1-.!T Ai--tr\oM~t::. ~~&'VI (<~1--t\ei---l-rs. .,.~ ', _1;:f-: I· 4 6, '2.· 1 r., _\/r,l,-r: JoH-,v we>iiD lo· Te_E:P._-z~-01'1.,,...-------- 'cQ. W6tt,r11: "2-2-oo 11..s OWN CHKO ,·--.·-• '-to l c:--:a.'!C4-· I ,, :3>c .1 '"1/0 --3 ~--~ b ~NCHOR BOLTS BY OTHERS . ( 4 ) ..... r~. DIA. •. f!:.t:k: ... ~"j_~"II.J .. f:~~{.__ INCHES MIN. EMBEDMENT SiCNE AGGREGATE/LIGH"TWEIGHT MINIMUM .3000 PSt/4OO0 PSI 1~80 REPORT ,#_ •.•. L~ZL ___ _ OWGNo. I I I I I I I I I I I I I I I I I I . OCT 05 '98 09:09AM MASON ANAHEIM P.4/19 \ \ \ -- CERTIFIED FOA MASON INDUSTRIES,: Inc. Manufacturers of Vibration Control Products 350 Rabro Drive 708 N. Valley SI. Suite K Hauppauga, NY 11-788 Anaheim, CA 92801 516/348-0282 714/535-2727 FAX5161348-0279 FAX 714/535·5738 JOB NAME Ct.::,..LL,l!:o.WA1 CUSTOMER ,A.. o' fc. S\=7") CUSTOMER P.O. . MASONM.I. E O • l41.iyo DWGNo. \.NF-'l,OS)-o REQUIRED ~} TAG 6, f · 2 'I 6 11\!t : .. E.i-=-2. • J 8 .. \/rfrr: .'.Jat+,v Wl>l>O (.o. J'S~,(~~;--0/.J-------- 6Q. w1::;1t..r\1 ~ 120 o 11;.~. OWN CHKD ,·-_-·-• l ~~~:.::±:l:_ C...3)'4 ·( _... 3" .?t J x3;,: % .-.J, ~Lo,"',, --··---........... · PlAi...... ;;;..:..a..;;,t-1_,.;v:..:..:1~::..:."'1.;..:.. ___ __,__ ANGtfOR BOLTS BY OTHERS ( t-j } ... :t~.-DIA. -~-~--···-~- ,_,.l?,(.f[ tNCHES M!N. EMBEDMENT -S1'0NI: AGGREGATE;UGHTWEIGHT MINlMUM 3000 PSl/"1000 PSi. .ft:~ R£~T ;ff re._7/ OWQ No. -, I I I I I I I I I ,I I I I I I I '98 09:10AM MASON ANAHEIM P,5/19 MASON INDUSTRIES, Inc. CERTIFIED FOR Page 1 of 1 JOB NAME / . TYPE SAS Manufacturers of Vibration Control Products CUSTOMER . l.ALL/->.t.N'A'1 '-tl:) lf r3.4 350 Rabro Drive 708 N. Valley St. Suite K CUSTOMER P.O. : A 1:1 • (l. e'l::1> Certified Seismic Anchor Stud with Nut & Washer Hauppauge, NY 11788 Anaheim, CA 92901 Tel. : 516/348-0282 Tel. : 714/535-2727 Fax : 516/348-0279 Fax : 714/535-5738 MASON MJ. : EO: I 41 ~o info@mason-ind.com info@masonanaheim.com DWG NO. WF-Z.o~ Ty:pe SAS Anchor Bolt Ratings installed in Stone Aggregate Concrete Dimensions (inches) Minimum Minimum Minimum Anchor Edge Anchor $AS Embedment Distance Spacing [in] pn] [in} : 3/8 13/4 25/8 51/4 1/2 23/4 33/4 71/2 5/8 31/4 41/8 93/4 3/4 5 55/8 111/4 1 63/4 6 12 ' ALL PARTS ELECTROPLATED ' l1Jl-col-r STANDARD NUT ~ ~WASHE~ -~ C FULL DIAMETER • l SE1sM1c ANC~ ITTn' -A EXPANSION WSDGE --Ii r~ P,ULL THROU(}_f!.__,~ __ _/_:::::..---, RESISTANT SHOULDER:_, ___ .. ____ L ~--B·-~ C~RTIFICATION DATA Concrete Strength· fe 2000 psi 3000 psi . 4000 psi A B C Tension Shear Tension Shear Tension Shear [lbs]* Obs] [lbs]* PbsJ [lbs]* [lbs} 435 755 445 765 450 770 3 3/8 11/4 785 1510 820 1540 850 1565 41/4 1/2 11/2 1130 2085 1210 2260 1295 2440 5 5/8 13/4 1470 3390 1545 3675 1625 3965 7 3/4 2 --. -4815t g355t ~ 1 21/4 . 'The tension values are applicable when the anchors are installed without special inspection as set forth in Section 306 of the UBC. When anchors are installed with special inspection as set forth in Section 306 of the UBC, the tabulated values may be increased by 100%. Notes: The tabulated values are for anchors installed at the specified spacings and edge distances. Spacings may be reduced by 50% provided the tension and shear values are reduced by 40%. Edge distances may be reduced by 50% provided the tension values are reduced by 40% and the shear values are reduced by 50%. Linear interpolation may be used for intermediate spacings. For combined tension and shear forces on anchors, use the following equation: (P.fP/13 + (V1NJ513 s: 1.0, where: P1 and V1 are Applied Forces and P, and V, are Allowable Forces Ratings may not be increased lo accommodate periodic forces such as wind or seismic loads. Tabulated values include a safety factor of 8 to 1 for tension forces . and 4 to 1 for shear forces. For Stone Aggregate Concrete, refer to ICBO Report #1821. t 1" anchors have been tested for f c = 4500 psi and are subject for further testing. . . is ofl.,/;7(s, ~s,---7Awxs, lk~z bcc~~dJ e Aztl f€()e1f!rjotf.J Calculations are based on Mason Anchor Bolts which can be furnished at an additional cost. If other anchor bolt are used they must be sele'cted by ot~ers to meet required tension and shear forces and installation requirements. OWN CHKD: DATE: / FO~M S-106-2 DWG NO. : WF-,W-7 . 011~7 1· ·I I I I I I I I I I I I I I I I '98 09=11AM MASON ANAHEIM P,6/19 MASON INDUSTRIES, Inc .. Manufacturers of Vibration Control Products 350 Rabro Drive 708 N. Valley St., Suite K I SEISMIC OVERTURNING CALCULATIONS Hauppauge, NY 11788 Anaheim, CA 92801 516/348-0282 714/535•2727 FAX 516/348·0279 FAX 714/535·5738 · C,oLf f.>ALt- DATE · (-o DRAWING No, . W'f-,_ · 2 oS; 2,.,- Equipment overturning calculations based on seismic load applied at a critical_ angle. Operating Weight= W Seismic Horizontal·Force Fph = Cp*Z*I*W Cp = Horizontal Force Factor Z = Zone Factor I= Importance Factor Vertical Uplift Force 4-~ ~ Fpv = 1/3*Fph ~4s-; {J. -) , Jo I' l · l I ~-l-~812, l"- 0-'2.· 18 Fp~ tF,,.,~s y Fp,-, ~ f'\8 s = Max Length (between anchors) = Max Width (between anchors) = C.G. Height =#of anchors f?h~ine f fpv fr1.,1 ff)h ~ . s t s~~ :;:,;r.-;;.,...... _ _,__...,.,.,~t ..,.w _ _,_,J.,.-=-,--~ ~'"'-+-"''"*'""~ ......... , . ,f--I , , ,-"-,. ~z:7' Consider load applied in any horizontal Transverse component= Fph*Cosfr Longitudinal component= Fph*Sine The net uplift load on anchor 2. Pt= W-Fpv N Fph*CosB*h*(b2/2) Iyy The net compressive load on anchor 4. Pc= W+Fpv + Fph*.Cos0*h*(b2/2) N Iyy Where Ixx == N*(N+2) *bl 2 12* (N-2') . Iyy = N*b 2 2 4 + direction Fph*Sin6*h*(b1/2) Ixx Fph*Sin6*h*(b1/2) Ixx I I I I I I I . . . I I I I I I I I I I. . OCT 05 '98 09: 12AM MASON ANAHEIM . MASON INDUSTRIES, Inc. Manufacturers of Vibration Control Products · 350.Aabro Drive 708 N. Valley St., Suite K Hauppauge, NY 11788 Anaheim, CA 92801 516/348-0282 · 714/535-2727 FAX 516/348·0279 FAX 714/535-5738 Maximum shear per anchor . Ps = .Fph/N To maximize the values dPt = 0 & dPc = d8 de Tan(e) = (Iyy*bi) I e = Tan -1 · ( ( Iyy*bi) I To combine anchor loads 0 P.7/19 -· .... SEJ$M:(c: ·oVE.RTURNING · CALCtrLATIONS will (Ixx*h2) (Ixx*P2)) C.ALl,A~ L(ol yield = (.445.' /5-/•(Of}• I{ er-,. \.fS1 z..,b eT-2-16 ·.· :t: . a· condition Based on maximum Pt and maximum shear Ps. V t Pe o\1: . ~ f1 T bolt= Pt/n V bolt= Ps/n- Combining t~;~loads ,f~r the fr boltJ+ V bolt <. 1. o l Tallo't Vallow Pt = Tension on Location · Ps = Shear on Location n = # of anchors per Location T = Tension per anchor V = Shear per anchor unity Check I I I I I I I I I I I I ·I· I I I I I I OCT 05 '98 09:13AM MASON ANAHEIM MASON INDUSTRIES, Inc. Manufacturers of Vibration Control Products· 350 Rabro Drive · . 708 N. Valley St., Suite K Hauppauge, NY 11788 Anaheim, CA 92801 516/348-0282 · 714/535-2727 FAX 516/348·0279 FAX 714/535·5738 JOB NAME: CALLAWAY GOLF BALL . CUSTOMER: A.O. REED & co; :MASON E.O.: 14190 , Tag: B-1.10;1.11 . ET-1.48,i~ 16 \V= 33470:00 -2200.00 Cp= 0.75 0.75 Z= 0.40 0.40 . ' I= 1.00 f.OO DATE Fph= 10041.00 660.00. Fpv= 11156.67 bl= 99.00 b2= 68.00 h= 53.00 N= 4 n= 2 Anchor;embed.= 3/4";5" "'Tbolt(allow)= 1098.50 "'Vbolt(allow)= 2401.00 Ixx= 9.801.00 Iyy= ·4624.00 Tan(theta)= 0.69 theta( rad)= ·0.60 theta( deg)= 34.48 Pt= 831.14 Pc= 1590-l.86 Ps= 2510.25 Tbolt= . 0.00 .. Vbolt= 1255.13 Unity= 0.34 MASON SAS ANCHORS ICB.O Report #er-1821/1996, Table 2 STONE AGGREGATE/LIGHTWEIGHT re= 3000/4000 psi CONCRETE 733.33 35.38 3538 40.00 4 1 1/;2 II j2-3/4 II 820.00 1540.00 .. 1251.39 . 1251.39 · 1.00 0.79 45.00 -16i.04 1261.04 165.00 .161.04 165.00 0.09 · 0 ET-2.18 1200.00 0.75 0.40 1.00 360.00 400.00 276.00 94.00 49.00 4 1 3/8";1-3/4" 450.00 770.00 · · 76176.00 8836.00 0.34 0.33 18.81 100.88 499.12 90.00 0.00 90.00 0.03 *ALLOWABLE VALUES ARE BASED ON WITHOUT SPECIAL INSPECTION . . Anchsas ·10/4/98 P.8/19 OVERTURNING DATA 4°1..p Of\ LL 11:00 AM 1 · · .. I ·I I I I I I I I I I I I I I I I OCT 05 '98 09:14AM MASON ANAHEIM MASON INDUSTRIES, Inc. · Manufacturers of Vibration Control Products 350 Rabro Drive 708 N. Valley St. Suite K Hauppauge, NY 11788 Anaheim, CA 92801 516/348-0282 714/535-2727 FAX 516/348-0279. FAX 714/535-5738 . I ;~-~ L, . ~ -----······J ......... . ~-. 2-8 ·--······ J_ / _, .. , & J k :_jl'tb I I OWN -~ /J.._ _ .. 1 CHKO · 1°prqftie I -.... ""I I I I "'""I"''" P,9/19 CERTIFIED FOR JOBNAME (p..Ll.p.Y./Aj CUSTOMER A ~o · g.. eyn CUSTOMER P.O.----------------- MASON M.I. Ee· I '4-11° DWGNo. VVF-'2.o5"ll · REQUIRED t..ia TAG Ht:.-1·4c:> ~ 1·41 'DE:"T-A\ '- ul,) 1T: t1oOt::L .SJ-JJP-'l- e: &vrP Wf: l '7 7o /~ I , .. ~ I OWGNo. !A1F -""ID5JJ- 1· I ·I I 1. I I I I I ·I I I I I I I··. I ~ OCT 05 '98 09:14AM MASON ANAHEIM P.10/19 ~ MJ.'n~~~rsl~!;?~~1!!!!7~~~~sC, / ~ 350 Rabro Om,e 708 N. V:illey St.. Su,10 K I HauPS)auge, NY 11 788 Anaheim, CA 92801 SEISMIC OVERTURNING CALCULATIONS 515:3-48-0282 714-535-2727 C.A~ ~oLf {$All-FAX 516,348·0279 FAX 714-535-5738 PATE jo 'f {!, CRAWi NG No, l,J -,-2 O 7).f, Equipment overturning calculations based on seismic load a~plied at a critical angle. ·operating Weight= W Seismic Horizontal Force Fph = Cp*Z*I*W y~ . I Cp = Horizontal Force Factor z = Zone Factor I= I~portance Fact9r 1/3*Fph = Max Length (between isolation} = Max Width {between isolation) = C.G. Height =#of mounts = Distance from ctr. = Distance from ctr. = ~olt circle Consider load applied in any horizontal direction Transverse cqmponent ~ Fph*Cose Longitudinal component= FPh*SinS The net uplift load on mount 2. Pt= W·Fpv N Fph*Cos9*h*(b2/2) Iyy The net compressive load on mount 1. Fph*Sin9*h*(b3) Ix:x: Pc= W+Fpv + Fph*Cos&*h*(b4) (At 9 = 90°) N . Ixx Where I I I I I I I I. I .I I .I I I I I I I OCT 05 '98 09:15AM MASON ANAHEIM P.11/19 V MASON INDUSTRIES:. Inc. Manufacturers of Vibration Controf Products 350 Rabro Drive 708 N. Valley St., Suite K Hauppauge, NY 11788 Anaheim, CA 92801 516/348-0282 714/535-2727 FAX 516/348-0279 FAX 714/535-5738 Maximum shear per anchor Ps = Fph/N To maximize the values· dPt = 0 de & dPc = 0 de Tan(e) = (Iyy*b3 ) I e = Ta~.' -l( (Iyy~b3 ) I "' ---· -. .. . .. To combine anchor loads I ' .SEJsMic. ··ovE.RTURNING. CALC~LATIONS 4oC.f 6ALL DATE DRAWING No, •. ~ ...... 2.o >.'3 · .. : . will yield a condition (Ix~*~} ' .'l,. (Ixx*b2)} .....-2- Based on maximum Pt and maximum shear Ps. t Pe oH: ~ T bolt= Pt/n V bolt= Ps/n Pt Ps n T V = Tension on Location =·Shearon Location =#of anchors per Location = Tension per anchor = Shear per anchor Combining the loads for the unity check )/) ~ ( T bolt)+ fv bolt(~ 1. 0 Talloo/ ~alloi 1· I I I I I .1 I I I I I I .. .:.:..-'ocr· 05 '98 09: 16AM MASON ANAHEIM MASON INDUSTRIES, Inc. :.-Manufacturers of Vibration Control Products 350AabroDrive 708N. ValleySt.,SuiteK Hauppauge, NY 11788 Anaheim, CA 92801 516/348-0282 714/535-2727 FAX 516/348-0279 FAX 714/535-5738 JOB NAME: CALLAWAY GOLF BALL CUST~MER: A.O. 'EED & CO. MASON E.O.: 14190 , ., Tag HE-1.40,1.41 = 1 7 . Cp= 0.75 Z= 0.40 I= 1.~o Fph= 591.00 ·Fpv= l97.00 Bolt Circle D= 46.28 bl= 41.56 bl= 28.00 b3= 18.42 b4= 23.14 h= 30.00 N= 3 n= 1 Anchor;embed. 5/8";3-1/4" i11Tbolt(allow)= 1210.00 i11Vbolt(allow)= 2260.00 lxx= 1214.26 lyy= 392.00 Tan(theta)= 0.42 theta(rad)= 0.40 theta( deg)= 23.02 · Pt= -96.99 Pc= 1060.20 Ps= 197:00 Tbolt= 96.99 Vbolt= 197.00 Unity= 0:03 MASON SAS ANCHORS I ICBO Report #er-1821/1996, Table 2 STONE AGGREGATE/LIGHTWEIGHT f'c = 30Q0/4000 psi CONCRETE DATE /o I I I *ALLOWABLE VALUES ARE BASED ON WITHOUT SPECIAL INSPECTION FORM A-17270 P.12/19 I OVERTURNING DATA FORM , . : .' . ~ ... ,.::_.., . .._ .. ::· . OCT 05 '98 09:i?AM MASON ANAHEI MASON INDUSTRIES, Inc. Monufaclurers of Vibration Control Producfs 350 Robro Drive 708 N. Volley St., Suile K HouP-,Oouge, NY 11788 Anaheim, CA 92801 516/348-0282 714 /535-2727 FAX 516/348-0279 FAX 114/535-5738 TELEX 96-8464 P.13/19 CERTIFIED FOR JOB N~ME CA LLA,r,JA'f 60 LE l¼LL / CUSTOMER A . O· f<. <E'}-""D CUSTOMER P.O. ______ JOB NO. _____ _ MASON E.O. I l-t \ jo owG. NO. Wf -'los;'Jf REQUIRED (\) TAG A ~ -/ · 4 1 ------------------------.!'!!~-----..... ----------.:-~~-----------, <J <J. <J 45• "'I' ...... ~ I I L ' l ) 1/z.. DIAMETER -5'~ ..... V/£-1. EMBE!)MEN_T -{Per s~;Sm;/!;;};,. ~;~eel I I I : I I I I UNIT, 'Jc14,.; WooD (,c, JPr~/l.,-J'f·<;lrl WEIGHT• -PS-'1 )b..$ CHKD I 45' i 'L' <J NOTE, IF 'L' EXCEEDS 50 TIMES THE DIAMETER OF THE ROD, THEN A VERTICAL STIFFENER IS REQUIRED. ELEVATION TOP VIEW ---ROD COUPLING '-r--_SRC-I DETAIL C {SY REQUEST> ROD STIFFENER '----ANGLE (BY OTHERS) ROD TO ANGLE .,__ __ CLAMP, MIN. (3) PER ROD .__ __ sea-/ DETAIL B ( ' Y-e ~ DIAMETER "'--STEEL AIRCRAFT ' CABLE, 7 X 19 STRAND CORE ~ ! I I ·ocT 05 '98 09=18AM MASON ANAHEI P.14/19 MASON INDU$TRI_ES, lhc. Manufaclurers of Vibration Conlrol Producfs 350 Robro Drive · 708 N. Valley St., Suite K Houp_pouge, NY 11788 Anaheim, CA 92801 · 516/348-0282 7H/5J5-2727 F'AX 516/348-0279 FAX 714/535-5738 TELEX 96-8464 · · CERTIFIED FOR JOB NAME Cc-LLA w~ Y G2Lf ($A\.L CUSTOMER A,, O (l ~"""'D CUSTOMER P.O. ______ JOB NO. ____ _ MASON E.O. _E_·_o_,_,_'-t_/+<f_o __ OWG. NO. wp-2..oS"'tti) -REQUIRED u J TAG As -?-· , :z <J Li <J '<J NOTE• ROD COUPLING 45• IF 'L' EXCEEDS 50 TIMES THE DIAMETER OF THE ROD, THEN A VERTICAL STIFFENER IS REQUIRED. SRC-I ( ( ) ~ D/Mi,~ET.EP. '· ..... $ AS· . V/q EMBF.DMENT 'L' '-~'---DETAIL C (BY REQUEST> ROD STIFFENER '-----ANGLE (BY OTHERS) . 1 (Per Seisriiic Cable ei:~el ROD TO ANGLE '----CLAMP, MIN. (3> PER ROD I I I I I I I -I UNIT, ,J i+>V UOof) (o. . JAS R -I' -5Q3 WEIGHT• __ G_q_)b_.s.. __ d ELEVATION TOP VIEW '----scs-' DETAIL B I r' ye, DIAMETER STEEL AIRCRAFT CABLE, 7 X 19 STRANO CORE: · I I I I I I I I I I I I I I SCB-1, 2, 3 & 4 CERTIFICATION DATA TAG UNIT OW~: ~ FORM S-102•111 As- CHKD: /· 47 SCB-3-28 P.15/19 I TYPE SCB Seismic Cable Brace Anchor . & Assembly Ratings are from test data and calculations used to obtain California OSHPD Preapproval Number R:(!202. Testing was supervised and certified by an independent engineer registered in the state of California. Ratings are based on attachment to steel. Rating will be controlled by attachment methods to concrete. Preferred Installation angle Is 45°, Maximum variation± 15°. TYPE SCB ANCHOR DIMENSIONS (inches} Size A 8 C D .E F G H SCB-1 13/8 2 1 15/16 33/8 11/2 9/16 1/2 SCB-2 15/8 23/4 13/8 13/16 43/8 13/4 11/16 5/a SCB-3 2 31/2 13/4 1 7/16 4 3/4 2 13/16 3M SCB-3-28 2 43/4 1 17/16 4 3/4 2 13/16 3/,1 SCB-4 31/8 s 21/2 115/16 53/4 21/4 15/16 1 2-11 DATE: owG _No. :. IYF-ti,s~ 01i98 I I I I I I I I I· I· I ·I I • •P OCT 05 198 09:20AM MASON ANAHEIM . MASON INDUSTRIES, Inc. Manufacturers of Vibration Control Products I 350 Rabro Drive 708 N. Valley St. Suite K Hauppauge, NY 11.788 Anaherm, CA 92801 Tel. : 516/348-0282 Tel. : 714/535-2727 Fax : 516/34a-0279 Fax : 714/535-5738 lnfo@mason-lnd.C()m lnro(limasonanahelm.eom Seismic Rod Clamps have C~lifornia OSHPD Anchorage Preapproval Number R-0203. Minimum of 3 Seismic Rod Clamps per Angle CERTIFICATION DATA TAG UNIT CERTIFIED FOR JOB NAME CUSTOMER CUSTOMER P.Q. : MASONM.I. DWGNO. Page 1 of 1 CAL.(A-«~f"i*t ¥F ~ALL- P.16/19 TYPE SRC A•o, (L~~ Seismic Rod Clamps C::.D • l L/ I '7 {) WF-'2.oS' 7--- 'B' -Locking Bolt TYPE SRC DIMENSIONS (Inches) Acceptable Rod Size Size A 8 C D SRC-1 13/8 1/2 1 x 1 K 1/4 3/8, 112, s,e SRC-11/2 19/16 5/8 11/2 >< 11/2 >< 1/4 3/4, 7/8, 1, 11/8, 11/4 SRC-2 13/4 s,e 2 X ~ X 1/4 3/8 -11/4 OW~: DATE:(:.:> 4 ~-DWGNO.: FORM S-10-4-1 I I I I I I I 1·- 1 I I .1·. 1· I I. .. . 1--.. 1· OCT 05 '98 09=21AM MASON ANAHEIM P.17/19 -MASON INDUSTRIES, Inc. Manufacturers of Vibration Control Products. 350 Rabro Orive 708 N. Valley St., Su(te K .SEISMIC CABLE CALCULATIONS Hauppauga, NY 11788 Anaheim, CA 92801 516/348·0282 714/535-2727 FAX 516i348-0279 FAX 714/535•5738 DATE lo Operating Weight= W Seismic Horizontal Force Fph = Cp*Z*I*W cp = Horizontal Force Factor z = Zone Factor I= Importance Factor Vertical .. Force Fpv = ... 1/3*-Fph. ~ENSION IN CABLES DUE TQ SEISMIC FORCES: For.worst loading condition, apply rph along the same line·as on cable. Only one cable 45 degree relative to the force, will be tensioned. All four cables wili resitt the ver~ical force, Fpv. · · TENSION IN CABLE FOR WORST CASE Tc = Fph + Fpv ~ices 45D 4*sin 45~ If TC.< Tc(allow) O.K. CONCRETE ANCHOR D]i:SIGN T~olt =Tc* cos 45o/n Vbolt =Tc* sin 45o/n n =#of anchors Combining the loads for unity check: "1/1 =t+ < 1.0 CALL.AV~ DRAWING No. .--: /. . ~-a -c.r,,rl""l:>I~ lfr,t~-~ .o\-t"2Ut ... A-~· -.. I "~· f' I OCT 05 '98 09:22AM MASON ANAHEIM · MASON INDUSTRIES, Inc. Manulac.turors of Vib,alion Control Products 350 Rabro Orivo 708 N. Valloy St .. Suilo K Hauppauge, NY 11788 Anahoim, CA 9200 I 516/3-18-0282 714/535·2727 FAX516/34'8-0279 FAX 7141535·5738 CONCRETE STRUCTURE . P.18/19 / CONNECTION DETAILS ~t.A-£U ~uLF.-. ·'(],ML (A4!,· A$-lll·l7J I· 47 I ,, ., X.>iY4 >AS CONCRETE ANCHOR BOLT(S) "---SCB -SEISMIC CABLE BAACE I I I I I I I I I ------AIRCRAFT CABLE -7 X 19 STRANO CORE I IF THE LENGTH OP THIS ROD EXCEEDS 50 TIMES ITS DIAMETER A VERTICAL STIFFENER I rs· REQUIRED •. I SRC -SEISMIC ROD CLAMP MINIMUM (3) REQUIRED I I I I -SEISMIC CABLE BRACE EQUIPMENT bT}'ACHMENT I I -1 I -1 I I I I -1 I I I I I I I I I ..... o¢r 05 '98 09=23AM MASON ANAHEIM MASON INDUSTRIES, Inc. Manufactur9rs of Vibration Control Products 350 Rabro Drive 708 N. Valley St., Suite K Hauppauge, NY 11788 Anaheim, CA 92801 516/348-0282 714/535-2727 -FAX 516/348-0279 FAX 714/535·5738 JOB NAME: CALLAWAY GOLF BALL CUSTOMER: A.O. REED & CO. MASON E.O.: 14190 TAG: AS-1.47 W=. 359.00 Cp= 1.50 Z= -0.40 I= 1.50 F_ph= · 323.10 Fpv= 107.70 Tc= 495.01 Cable Clip Model= SCB-1 , OSHPO Appr. #= R-0202 No. of Bolts per clip= 1 Tbolt= 350.03 Vbolt= 350.03 Cable Size= 1/8" OATE \o AS-2.17 "69.00 1.50 0.40 1.50 .62.10 20.70 95:14 SCB-1 R-0202 1 67.28 67.28 1/8" *"'Cc{allow}= 2050.00 . 2050.00 ' Anchor;embed.= 1/2";2-3/4" 1 /2";2-3/4" · Tbolt( allow)= 820.00 Vbolt( allow)= 1540.00 Unity= 0.33 MA'.SON SAS ANCHORS TEST REPORT# TR -295 BY TECHi-VIAR, INC STONE AGGREGATE/LIGHTWEIGHT f'c ~ 3000/4000 psi CONCRETE 820.00 1540.00 0.02 *Aircraft ~able,7 X 19 $trand Core(Federal Spec. Mil-w-83420) "'*Safety Factor of 2 Hangsas Prepared by G.0.REOOY P.E. P.19/19 I OVERTURNING DATA .... _.,i:.-•• ~_;..·,c':. - FORM 10/4198 I SEP 25 '98 11:25AM MASON ANAHEIM . I I ¥ I I I I I I I I I I I I I I I I MASON INDUSTRIES, Inc. ;_:__:,:__:..:::;_.::.:=-.:__ __ -'--_______ __:... ______ ___,. ______________ .___,_,,.,..,. "'1temecicnar Manufacturer& of V,breeion Control Pr0ducte end Acoueticel Floer Syetams 708 North Valley Street Suite K • Anaheim, California 92801 Telephone 714/535-2727 • FAX 714/535-5738 NY Phan~ ·s·1 s134a.02s2 NY FAX 516/348-0279 fAX TRANSMITTAL SHEET A~o r /!.rFJ:;:-p · To: ................ . . . . . . . . . . . . . . . . . . Attn : .• :R. t ~frq._?. ... ~ .· ...... . Date: ... l!./ 'hti./.f: .... · .... Project: .4tfrl!-;'!~ .. t;,i:?f:f:. Mu... our E • o . #. • • ( 1/-. 1.'1. '? • . . . • . . • . . From: ••••.• f ~--r:: 7?f. .......... . "2-Number of p~ges including cover sheet: •.•.. Co:ml'llents: .•• , ••• ·············,.·· . .--... -............. . /f;:jl' C-/o~ t-3.,:;.l ........ f.l~~~:rz... ... -~~ . (1 f_' ........ -.. -........ -.... . ····-·············-·············· ....... -...................... . . . . . . . . . . . . . . . . -. -. . . . . . . .. . . ·--. . . . . . . . . . . . . . . . -. . . . . . . . . . . . . . ·_ ..... 09f.1. . J:q. : .. -~~. _lftf}! !?~'Y-1 ._ ..... . . . . . . . . . -. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . --.......... -........ . ............................................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................... -..... ··-........................ . . . . . . . . . . . . . . . . . . . . . . . . -...................................... . If you do not receive all of the pages in this transmission, please call as soon as possible. Thank you! I .. SEP 25 '98 11:25AM MASON ANAHEIM P.2/2 CERTIFIED FOR CUSTOMER -{\' O' REE!) ,1 y· . . Mt!,2!_~~~~!~~,,~~~~~C. JOB NAME CA LLAWf0( ~L..F @ALL 350 Aabro Drive 708 N. Valley St. Suite K Hauppauge, NY 11788 Anaheim, CA 92801 CUSTOMi:A P.O. -----'-------,--,------1 516/348-0282 714/535-2727 !Alt: . FAX5161348-0279 FAX7141535-5738 MASONM.I. E:·o, l/..!/S,O OWGNo ••• , - REQUIRED------TAG A .... ...,..!,-.. -2.J-,.-, s----- *'!!!!!!I _______ ---...,...........-----~--~--~-----~~~~;,;;,;;;;;;;;;;;;;;;;;;,;;;;;;;;;;;;;;;;;;;;:;;.... ··1 -I ··1 ·1 I .I :I ·1 I I ·1 .I I I I . .;,,. 1- ~--------'5tt \ L U"-ltT: 1v!iTIJ lvODC) CJ· MOPE.L-:JA~~ -I~ -'51 l N@ ~t-H° f, i;--000 Jtb.!. // cS-x/f'S-.-:) L.,./Vfi, \ -¥ 4)c 3 )( °% -'1 ), ./ lo-,,/ / DWGNo. \ ·I I I I. ·1 I I I 1·· I I I I 1· SEP 27 '98 06:30PM MASON ANAHEIM P.2/10 ' MASON 'INDUSTRIES, Inc;:. CERTIFIED FOR (4 . JOB NAME CALLeiz.vA-tt ol.-f Manulactur~rs of Vibration Control Products 350 Rabro.Drlve 708 N, Valley St. Suite K HSlJppauge, NY 11768 Anaheim, 0A9280f 516/348·0282 714/535•2727 TELEX 96·8464 . \ {L\ DIA H-oL\ES-:=::-:....---, '314 ,, ffeL-T5, SA~ 5 'I ,e:l>(IJ· Duro,.etu llecommandtd or Lo1dinr HArdnus PSI lO ,o ,o 60 so 90 ,o 120 . TYPE HG DIMENSIONS {ln9hes) Sort Size Dig. ID HD OD HG·25 114 114 'n 1 HG·38 % % 5AJ ,jl/4 HG·SO ½ ½ :V4 1% HG·63 s1e ¾ . 1AJ 2 HG·75 1/4 :j,'4 .1 2114 HG·100 1 1 11/4 21/4 · HG·125 1 I/~ 1'/4 11k 3114 1~'4'· • 31/4 HG·150 H~ CERTIFICATION DATA 10 4 ·. CH-2: t 2.1 2· J.3 . Uk! IT '( o~K, 1½· MOT)/2l_ ~ \/Kftttc'.tt3J2.-(0.0 t--JEIDHT lt"-B~y ). C-HOR BOLTS BY OTHERS ;( ·;b) . .?.!__tt. .. O!A ..... ~61 ... -- J.!.~ .. INCHES MIN, EM6EDMENT . NE AGGREGATE/LIGHTWEIGHT M NlMUM 3000 PSl/4000 PSI. . . /6~ I IC O RE?ORT # .................. -.. - OWN fQ ,CHKO C~SToMER A-o' ~1.:.'t::-n CUSTOMERP.O. ____ JOB NO, _____ _ . --E·o· /4/f" WF ~0 'Ui6 MASON S.O. _ OWG NO·-----'-- Recommended Size Ouro· ca6aciz f (in) meter 6 lbs 1n 24 X 48 40 69120 24 X 24 40 34560 18 X 36 40 38860 16 X 18 40 19440 12 X 12 40 8640 SxS 40 2160 4 X 4 40 960 3x3 40 540 2x2 40 240 Mu, Load H1G r,s1 5S I~ 120 110· T .H 1AJ ·% ¼ 1,2 ¼ 11.! 3/ts · ¾ :V16 ¾ ¼ . 7tll ¼ 1111 1/4 1 . tJ." -·-- (SO) !!OLT ISOLATION WASHER' !3USHlNOS Meterhil: Bridge Bearing Neopreno ~r.L.L, $ I L_ __ ! @ 6; ~--,----/6B-'---------,~1 rowG NO,,.,-1 -'"> I • .,. TYPE WM WAFFLE PADS I I I I I I I I I I I I I I I I I I I 'OWN ( SEP 27 1 98 06:31PM MASON ANAHEIM MASON INDUSTRIES, Inc. Manufacturers of Vibration Control Products 350 Rabro Drive 708 N. Valley St. Suite K Hauppauge, NY 11788 Anaheim, CA 92801 516/348-0282 714/535-2727 FAX 516/348-0279 FAX 714/535-5738 r P,3/10 I CERTIFIED FOR JOBNAME CALLAt../A'-f ~DLF R>ALL CUSTOMER ;:-.,.. •O. ¾vo CUSTOMER P.O.------------,---- MASON M.I. ~-o-ll.J1:,a DWGNo. Wf•' 2° 741 REQUIRED ----1-?.:>:;..c_ ___ r AG 3 • / o I °3 -Jl , 3 • 12- UNIT\ P.,,R G,N')pR15SoRs -SuLL.A.1A C.,,{<ip t " ,.,,p r. ,.,.,, ~ Mope L·. WP.Ta-CJ:JoL.GDf STD/ '2lt l<-7' lNE-HOR BOLTS BY OTHERS I CHKO :c. If->-~---DIA. ••••• ?.f.-.?.. .• ~!;iOe_j ~jQ{. .. INCHES MtN. F.ME?EDMENT STONE AGGREGATE/LlGHTWEJGtiT MINIMUM .3000 PSl/4000 PSI -~----~-··A--·.. 1A'i, I OWG No._ Wp _ '2-aJt.fJ J I ··I I ·I I .I I .·1 I I I I I· I I I . -~ .. . -~ SEP 27 '98 06:32PM MA$ON ANAHEIM MASON INDUSTRIES, Inc. Manufacturers of Vibration Control Pro<Jucts 350 Rabro Drive 708 N. Valley St. Suite K Hauppauge, NY 11788 . Anaheim, CA 92801 516/348-0282 714/535-2727 FAX 516/348·0279 FAX 714/535-5738 I I OWN ~,(. I CH~D FORM A-19391 . t . ( P,4/10 f CERTIFIED FOR / A JOB NAME GL-\L.l.A W~{ CUSTOMER A--0 ' A_ e::..7;-;t> CUSTOMER P.O. ----;-;,:-;~--------,:----- MASON M.I. e: ·o. llH '1° DWG No. Wf.:... z.-..;;7 4& REQUIRED (!} TAG At.{.k'EC-1::\v'l:.°YL f AM<. ·,Pli.~ '3· l7 Ut->t,: ~)A µ.SolV fv\oO G:t-: q-ib-V~ -102.~-R. kJ t:I 41,4-r; t-o ,3t; I kJ '.ANGHOR BOLTS BY OTHERS ·( t.\ ) . t;'/e .. D!A. •.• ~.?. .... t~HotsJ .. ";, \(~ INCHES MIN. EMBEDMENT STONE. AGGR!;GATE/LIGHTWEJGHT MINIMUM 3000 ?S1/4000 PSI JCBO REPORT #----~'11--- 1 l"X. 1'$11 M,WAYW/, t''x 4!' L-C'::l.a,P-. 70 ·· Rll-JC:, (4} 3i X 5''x"'lex i'L~ r::;::*:::::-lt l'\"10LE:: CLIP~ W/3/+1_; 1-{0LE:.~ ON 4s"¢ e.c:. ~1~~· D-----,.~-< !5,2 fttlj fl.&. ' ONL-Y,: ' I I r SEP 27 '98 06:33PM MASON ANAHEIM MASON INDUSTRIES, Inc. CERTIFIED FOR Page 1 of 1 Manufacturers of Vibration Control Products JOB NAME CAL (.A WA, 4,:,lf, 350 Rabro Drive 708 N. Valley St. Suite K CUSTOMER R._C::.7-~ ~ lo ~ Hauppauge, NY 11788 Anaheim, CA 92901 · CUSTOMER P.O. : Tel. : 516/348-0282 Tel. : 714/535-2727 MASON MI EO.· I ,.1 r; ..... Fax : 515/348-0279 Fax : 714/535-5738 · · ..,. 1"' P.5/10 TYPE SAS Certified Seismic Anchor Stud with Nut& Washer I lnfo@mason-ind.com lnfo@masonanahelm.com DWG NO; · WF· ·2..0 7 ______________ __,___,__.___ __ ___,_ I I I I 1· I I I I I I I I I I I Type SAS Anchor Bolt Ratings installed In Stone Aggregate Concrete Dimensions (Inches) Minimum Minimum Minimum Anchor Edge Anchor SAS Embedment Distance Spacing [inJ [in] [inJ 3/8 13/4 25/8 51/4 . 1/2 23/4 33/4 71/2 ; 5/8 31/4 47/8 93/4 · 3/4 5 55/8 111/4 1 63/4 6 12 ,'.\LL PARTS ELECTROPLATED . . [ftl. STANDARD NU:=-~ &WASHER ~-C . --l . FULL DIAMETER ~EISMIC ANCHOR STUD~ •. _ . ,J EXPANSION IM:DGE !·,:JL.l . i I A ~ULL THROUGH (:=---\ RESISTANT SHOULDER·----r-B ·-~ CERTIFICATION DATA •. Concrete Strength • f c 2000psi 3000 psi 4000 psi A 8 C Tension Shear Tension Shear Tension Sh.ear [lbs]* [lbs] [lbs]* (lbs] (lbs]* fibs] 435 755 . ·445. 765 450 770 3 3/8 11/4 ___ 785 1510· 820 1540 850 1565 1130 2085 1210 . 2260 . · 1295 2440 41/4 1/2 11/2 5 5/8 13/( 1470 3390 1545 3675 1625 3965 7 3/4 2 . -. -4815t 9355t 9 1 21/4 *The tension values are applicable when the anchors are Installed without special inspection as set forth ln Section 306 of the us·c. 'v\'hen anchors are Installed with special inspection as set forth in Section 306 of the USC, the tabulated values may be increased by 100%. · Notes: The tabulated values are for anchors installed at the specified spacings and edge distances. Spacings may be reduced by 50% provided the tension and shear values are reduced by 40%. Edg~ distances may be reduced by 50% provided the tension values are reduced by 40% anc;f the shear values are reduced by 50%. Linear interpolation may be used for intermediate spacings. For combined tension. and shear forces on anchors, use the following equation: (P.IP/13 + (V,N,)513 s 1.0, where: P, and V1 are Applied Forces and . · P1 and V1 are Allowable Forces Ratings may not be increased to accommodate periodic forces such as wind or seismic loads. Tabulated values include a safety factor of 8 to 1 for tension forces and 4 to 1 for shear forces. For Stone Aggregate Concrete, refer to lCBO Report #1821. t 1" anchors have been tested for f 0 = 4500 psf and are subject for further testing. A.·R-TANI:: 3·17. A,IL ~tf-11· S· /o, '3·11, ?·12-.. > Calculations are based on Mason Anchor Bolts which can be furnished at ar.i additional cost. If other anchor bolt are used they must be selected by others to meet required tension and shear forces and fnstallation requirements. .DWN: CHKD: DATE: FORM S-106·2 DWG NO. : WF· Zc7. 01797 I I I I- I I I I I I I I I I I I I I . ; r I ' SEP 27 '98 06:34PM MASON ANAHEIM MASON INDUSTRIES, Inc. Manufacturers of Vibration Control Products 350 Aabro Drive 708 N. Valley St. Suite K Hauppauge, NY 11788 Anaheim, CA 92801 516/348·0282 714/535·2727 FAX 516/348·0279 FAX 714/535·5738 r P.6/10 I CERTIFIED FOR JOB NAME ~l..1..A½:':l ~c,:;,'LJ= BAt.L. CUSTOMER A• O ' A, !.::l:"'D CUSTOMER P.O.---,----,,,-----------,...- (2.' 0' IL/(10 DWG No. wr-~ 2-0 7!rb MASON M.I. -=~---=---- REQUIRED (?) TAG l-l l-v$f .. I• t.l S" I I'"{.(; l'1opa ·. 31 '1b '?I?'-= ! 4>--<> -13. MT)( M c... {..(•1f:J tii'7:I (<.. : ../ 0 T 57.2!> ~-:io.oo--r---23. 50------l ~cict~r: /"3>f1b lbs -,'1.00 3, 75 lJ. 50 . 2J.lll ~·~~·-1-...++-H-'"'"" I I I~. fg I . 10,0( ~'-1.:-1 ------~ _ _._l I l 4-l.Oo In di~. mies o.7~ '---·----· bt½.. ·------; 1.2s ---by .. ~NCHO; BOLTS ~ ~~;,o UG1)4G"" ANC/frnt.J ( lt-) ... £:.£?... DIA, ................... -·- '3~~/.?.f .. !NCHES MIN. EMBED.V,ENT STONE AGGREGATE/L!GHTWE!GHT. M!NIMUM 3000 PS!/4000 PSI. J~BO RE?ORT ;; ••.••• {!._?_~'::=::.--8. l.S Oischarg~ --------- 11.....~w-N_· _4_1L____..l_cH_Ko __ _._l _o~f 1-1/1LJ 10. 01 I I I I I I I I I I I I I I I I I 1· -., ., . r· r SEP 27 '98 06:35PM MASON ANAHEIM P,7/10 MASON .INDUSTRIES1 Inc. Manufacturers of Vibration Control Products 350 Aabro Drive 708 N. Valley St., Suite K SEISMIC OVERTURNING CALCULATIONS Hauppauge, NY 11788 Anaheim, CA 92801 516/348·0282 714/535-2727 · FAX 516/348·0279 FAX 714/535-5738 DATE Equipment overturning calculations based on seismic load applied at a critical angle. Operating Weight= W ·seismic Cp z I Horizontal. Force Fph = Cp*_Z*I*W Horizontal Force Factor = Zone Factor = Importance Factor Vertical Uplift Force 4-~ ?, Fpv = l/3*Fph s'· /o, ~·/1, J·/J- J· /7 Ii wcf-I· lfJ, J lf 6. fp~ t~~lA,8 Y ~-s-t·ne~ · = Max Length (between anchors) = Max Width (between anchors) ... C.G. Height =#of anchors fph~ine f ft;v fpy 1 · fph ~ ·---s. i1 s--- w l ~-+-"'-----' ,f I ----><" ~-~.Z.7 Consider ;Load applied in any horizontal direction Transverse component= Fph*Cos~ Longitudinal 9omponent = Fph*Sine The net uplift load on anchor 2. P.t = W-Fpv N. Fph*Cos&*h*(b2/2) Iyy The net compressive load on anchor 4. Pc= W+Fp,v + N Fph*Cos0*h*(bi/2) Iyy = N* (N+2) 'i\'pl ;2 12*(N-2) Iyy = N*b 22 4 .· + Fph*Sin6*h*(b1/2) Ixx Fph*Sine*h*(b1/2) Ixx I I I I I I I I I I. I I I ' I I I I . . . \ t r· SEP 27 '98 06:_36PM MASON ANAHE;IM P.8/10 V MASON INDUSTRIES, Inc. Manufacturers of Vibration Control Products 350 Aabro Drive 708 N. Valley St., Suite K Hauppauge, NY 11788 Anaheim, CA 92801 516/3-48-0282 714/535-2727 FAX 516/348·0279 FAX 714/535-5738 Maximum shear per anchor Ps = Fph/N To maximize the values dPt = 0 dS & dPc = 0 de SEISMIC OVERTURNING CALCULATIONS· . DATE 7A4: Cl{-1..-12r ,.: Jj J· /o, s· ft, 3'• IL 1·17 Hw<;f-r· 4.r, l·'ft will yield a condition Tan(e) = (Iyy*b1} / (I~x*b2) e = Tan -l·((Iyy*b1} / (Ixx*b2}} = To combine anchor loads Based on maximum Pt and maximum shear ·Ps. Pt = Tension on Location Ps = Shear on Location i Pt n = # of anchors per Location T = Tension per anchor V = Shear per anchor ol-1:: . ' f; T bolt= Pt/n V bolt= Ps/n Combining the loads.for the unity check T bolt+ V bolt~ 1.0 ,· Tallow Vallow I . I I· I I I I .I I I ·I I I I I I I .1 -I . l SEP 27 1 98 06=37PM MASON ANAHEIM MASON INDUSTRIES, Inc . Manufacturers of Vibration Control Products 350 Aabro Drive 708 N. Valley.St., Suite K Hauppauge, NY 11788 Anaheim, CA 92801 516/348-0282 714/535-2727 FAX 516/348-0279 FAX 714/535-5738 .JOB NAME: CALLAWAY GOLF BALL CUSTOMER: A.O. REED & CO. MASON E.O.: 14190 Tag: CH-2.12 & 2.13 3-10,3-11,3-12 w=· 45864.00 Cp,;., 1.50 Z= . 0.40 I= 1.00 Fph= 27518.40 Fpv= 15288.00 bl= 168.00 b2= 88.50 h= 55.00 N= 4 -n= 4 An'chor;embed.= 3/4";5" *Tbolt(allow)= 1545.00 *:Vbolt(allow)= 3675.00 In:= 28224.00 Iyy=. 7.832.25 Tan( thet;t )= 0.53 theta(rad)= 0.48 theta( deg)= 27.78 Pt= -2020.82 Pc= 24952.82 . Ps= 6879.60 Tbolt= ·505.20 Vbolt= 1719.90 Unity= 0.44 MASON SAS ANCHORS ICB:O Report #er-1821/1996, Table 2 STONE AGGREGATE/LIGHTWEIGHT f'c = 3000/4000 psi CONCRETE 6600.00 0.75 0.40 1.00 1980.00 2200.00 68.00 59.50 35.00 4 1 5/8";3-1/4" · 1210.00 2260.00 4624.00 3540.25 0.88 0.72 41.19 326.19 2973.81 495.00 0.00 495.00 0.08 DATE ~ 2... A.R.Tank 3.17 2085.00 0.75 0.40 1.00 625.50 695.00 31.81 31.81 72.00 4 1 5/8";3-1/4" 1211.00 1540.00 1011.88 1011.88 1.00 0.79 45.00 -653.61 1696.11 156.38 653.61 156.38 0.38 .*A~LOWABLE VALUES ARE BASED ON WITHOU'.f SPECIAL INSPECTION Anchsas 9/27/98 P.9/10 OVERTURNING DATA FORM -:: -°"lo 75"3 6:16 PM I. I I I I I I I I I I I I I I I I I I ~ : . / r--......... ~ SEP 27 '98 06:37PM MASON ANAHEIM MASON INDUSTRIES, Inc. Manufacturers of Vibration Control Products 350 Rabro Drive 708 N. Valley St., Suite K Hauppauge, NY 11788 · Anaheim, CA 92801 516/348-0282 714/535-2727 FAX 516/348·0279 FAX 714/535-5738 JOB NAME: CALLAWAY GOLF BAL,L CUSTOMER: A.O. REED & CO. MASON E.O.: 14190 Ta&: HWSP-1.45;1.46 = 1386.00 Cp= 0.75 Z= 0.40 I= 1.00 Seismic Factor= 0.30 Fph= 415.80 . Fpv= 138.60 bl= 61.50 b2= 18.00 h= 15.19 N= 4 n= 1 Anchor;embed.= 7 /8 ti ;3-3/ 4 II "'Tbolt(allow)= 1515.00 *YIJolt(allow)= 3717.00 Ixx= 3782.25 Iyy= 324.00 Tan(theta)= 0.29 theta(tad)= 0.28 theta( deg)= 16.31 Pt= 129.08 - Pc= 563.92 Ps= 103.95 Tbolt= 0.00 Vbolt= 103.95 Unity= 0.003 DATE ITW RAMSET/RED HEAD TRUBOLT WEDGE ANCHORS IC~O REPORT #1372/1992 . STONE AGGREGATE/LIGHTWEIGHT re,.; 30_00/4000 psi CONCRETE _ _ * ALLOWABLE VALUES REDUCED FOR EDGE DISTANCE. *ALLOWABLE VALUES ARE BASED ON WITHOUT Si>ECI~L INSPECTION Anchrdhd 9/27/98 OVERTURi~ING DATA FORM 6:11 PM TO: LPA I ATTN.: LYLE FERREIRA Callaway Golf Manuf. Jobsite, 2180 Rutherford Rd., Carlsbad, CA Phone:(760)804-9894 Fax:(760)804-9893 Contractors License # 7731 DATE: 10/02/98 PROJECT: CALLA WAY GOLF We are hereby transmitting __ (1) ea_ copies of the following: I_ I-· Sub-Contracts Air Balance Reports Submittal Data Zip Disk I These are for: 1- 1 I E@~ffl.,S:'!' J,;~.,J~ ... h ""' ',% 1 I 1 I I I Architects Approval Approved as Noted Revise & Resubmit ~~~~;Jl~ff~£;:~>;1-:~:~ 09/25/98 IReceived By: 1----------- 1 Contract Plans Equipment Lists Oper. & Maint. Specifications Field Information Your Action Rejected xx xx Shop Drawings "As Builts" Change Order Info OTHER Your Files As Requested Your Review tt 1':!~:1t~~r{).¥~~BW~QN~fft~t:::-;rr:~if-1~J~ti1H~~2t-ij~i~~~~~t~ij}if~IfliJt-~tf;~i~~~~~~; SEISMIC CALCULATIONS FOR: CH-2.10, 2.11, 2.26, 2.27, AS-2.15, CHWP-2.28, 2.29, 2.20, 2.21, 2.22, 2.23 SEISMIC CALCULATIONS FOR: Am COMPRESSOR 3.10, 3.11, 3.12, Am RECEIVER TANK 3.17, HWSP 1.45, 1.46, CH-2.12, 2.13, 3.10, 3.11, 3.12, 3.17 (FORMAL SUBMITTAL TO FOLLOW) A.O. REED & CO. By:_W//YNc ___ _ Wayne DeGusseme/BP Project Manager I , . . • ... .. ( 52P 25 '98 03:20PM MASON ANAHEIM ( -P.1/18 I T ~~2!:::,~ous:Rl~~~~~~-.lley Streec Su,te K • Anaheim, Canforn,;-~280; of Vibraclon Cpiierol ProdUcca · Telephone 714/535,2727 • FAX 714/535-5739 I end Acouatlcel Floor Systems NY Phone .5.16/348-0282 · ·. . · . NY FAX 51S/348-0278 I I I I I I I I I -1 I I I I I I· rAx TRANSMITTAL SHEET . A-o~ rf~n. ~-Co To .•.•••••• · ••..•••••••••••.••• ... ; .... · ........ · ............ . . fi._tCl-lAAO Attn: ....................... . From: •••••• ~ ~-~~1-.... •. · · · Number of= pages including cover Date: ... :=f }!---_s:/?f ...•...•. Project:.~~~½~~--~~:f:". BA.LL Our E • o . # ••• / ff.I :f.~ •.....•... IB sheet: ..... . Collllllents·: ••• • ................................. --•• ~ ..••••••.••..• . . . . . . -~~c.J-?.~~-. -~ ~ ... ~~~ 1:-?· •. ~ -~ .tTI~ M'.~ ..... . .... ~ ... c;:. ~½-~ .... F.:u. ~ .•...... · ......... · .•...........•...•. · .. · . C.-\-( -2.-/o t 2· H · . -............... -... -..... -.. -.......... -... -...... • ... -.... . ..... ~ ....... · ....•........ -.... ~ ................... -....... . AS-2·1r-. . . . . . . . . . . -. . . -. . -. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . Ct-\WP-2· ?/3, 2·2'9 . . .. , ...... -.. ' -... ~ ................................... -...... -... . . . C.. l-+WP-.2: 20 / .2-21 ..•...........•...•.•......•..................... -.......... . c_ttvvp-J· 2.L I '1· 2-_3 ••............. -...•...•..........•......•...•......•..•...•• ... -........................................................ . .. . . _. CRh .. n :· .. J;.t:; ... 1:WtD ~~.$ .... · .......... _. ........... _. •••••••••••••••••••• ·.! •••••••••••••••••••••••••••••••••••••• . . . . . . . . . . . . . . -. . . . . -. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ·If you do not receive all Qf the pages in this transmission, please Gall as .soon as possible. Thank you! I I I I I I I I I I I I r· '98 03=21PM MASON ANAHEIM P.2/18 MASON 'INDUSTRIES, Inc. CERTIFIED FOR Gt Joe NAME CALLA 'wA'1 oLF M1nufacturm of Vibration Control Products 350 Rabro Orlve 708 N. Valley SI. Suite K Hauppauge, NY 11786 Anaheim, CA 92801 518/348·0282 714/535•2727 TELEX 98·8464 1/4~1 D I A H:° Ll.:S C~J ' s-/0 l( 13,ol:i~ s~ 3Y~1 l:::'Mli· \ '2- Du1om1ter R1comm•nd1d 01 Loadina HArdnus . PSI .. 30 ,o 40 60 $0 90 ,o 120 Bolt Size Dia. ID HO OD HG·25 1/4 1/4 ½ 1, HC:3-38 % % % 11/4 . HG·50 1/z 1/z 1/4 1% HG·63 6,it, % 713 2 HG·75 1/4 o/4 1 21/4 HG-100 1 1 1¼ 21/4 HG-125 11/4 11/4 1112 31A HG-150 11,,2 11/z · 1¾'·' 31/4 -:. CUSTOMER A ,0. f<:~--0 . CUSTOMER P.O. ____ JOB NO.--,------ MASON s.o. ,?o, 1411 ° owa No. IAIF -2°23 I Mu. Lo•d PSI ss 15 110 170 T H ¼ ¾ ¼ 1/z ¼ 1/z 3/te % 3/16 513 1/4 7A ¼ 7,-a ¼. 1 •; I, . "-::-::· .. ,1 I I HG ISO) BOLT 1$OLATION, WASHER BUSHINGS Material: Bridga Bearing Neoprena Recommended Size Duro· Capaci~ f (in) · meler 60 lbs in 24 X 48 40 69120 24 X 24 40 34560 18x36 40 38880 18 X 18 40 19440 12 X 12 . 40 8640 6x6 40 2160 4x4 40 960 3x3 40 540 2x2 40 240 OD. CERTIFICATION DATA JA~ ~ (.H--2· lo J:2.:1( Vl-l lT y,:;fJ..k · . ei-1\ <f> r -7 Cf> ,.--·-1G, I ' l .I Mopa : '/Kf/3 G'B H5-GsJ) t-.1e1or11: ic;>eB~ :ANC·HO~BOLTS BY OTHER$ . . Jb . '?/4 , · .SA ~ A1,1ctp,ei ( l--········· D.A ................. , __ _2.Y.:~. INCHES .VdN. EMBEDMENT. ·. STONE AGGREGAT~/L IGHTWEIGHT- MINIMUM 3000 . PSl/4000 P.S(. re.7 I · .. 1CBO REPORT #--····-:-·····:··--- -~L-[T._1$ 11_ I :1 I I I I 9 jj_EB •r I' '·_J I @'--EB . ,, · lbS . I I e-rr-e i ! I I . II i2. i:l:) 1 · Ee 'Yj-.-L, . • I ! I • . eL_!E!:l · ..•. , . , ,. ·' ... . . . : . ~ . . ... TYPE WM WAFFLE PADS OWN _._(;/J._. CHKD OWG ,N°w.f_:_-2D 2 °3 f -~ ..,, , ,• , .. ,,ir SEP 25 '98 03:22PM MASON ANAHEIM Manufactur~s of Vibration Control Product.s P.3/18 ; CERllFlED FOR JOB NAME C.ALLArAAj ~t1Lf-~LL I . I I ,, MASON INDUSTRIES, Inc. 350 Rabro Drive 708 N •. Valley St., Suite K HCIUP-J)OUge, NY 11788 Anaheulm!, CA 92801 CUSTOMER A-o. &=,e--0 I 516/348-0282 714 5.J5-2727 FAX 516/348-0279 FAX 14/535-5738 TELEX 96-8464 EQUIPMENT ANCHORAGE DETAILS ANCHOR BOLTS PER SCHEDULE . ·<f:J1. :ANGHOR BOLTS BY OTHERS '( 4 }: .... :¥.!.;. DIA ... ~.e:-2. ....... .. I\. ~ . .. %i CUSTOMER P.O. JOB NO . ....,.,.,,::---,,,--- MASON s.o. E:;o. I '+-,9 ° DWG. NO. WF-").o2,,]')- REQUIRED __ ...,g..,_J ____ TAG CH-'2.·~42.· Z-7 ]~ <J <J . -$-- .'J,!f.~.; INCHES "-·m~. EMBEDMENT STONE" AGGREGATE/LIGHTWEIGHT ELEVATION VIEW MlNIMUM 30C0 PSl/4000 PSI _____ _ JI, )2,-,1 JCBO REPORT .,.,. •••••••••••• ·---···- NP /CHILLER . WN{~ CHKD 11,..1 11 I II I 11 I II I 11 . I 11 I II I 11 I II I 11,..1 I I I _f·:_r; ·' &/01/2- PLAN VIEW I -+-I I 7 I II I II I II I 11 I 11 _J41/~ I 11 I II I II I 11 1...,11 I I I TAG: UNIT: YoR k.. yc.w7 q7cc..o WEIGHT OF EQUIPMENT 44~0'*' I I I SEP 25 '98 03:23PM MASON ANAHEIM MASON INDUSTRIES. Inc. Manufacturers of Vibration Control Products ----==---,· · 350 Rabro Drive 708 N. Valley St. Suite K Hauppauge, NY 11788 Anaheim, CA 92801 516/348·0282 714/535·2727 FAX 516/348·0279 FAX 7141535·5738 ( '· P.4/18 CERTIFIED FOR JOBNAME · C..AW-A.WA'j ~aL-F BALL CUSTOMER .fi_. r:,' R EJ=h CUSTOMER P.O.--------,--:=------ MASON M.I. E ·o . I L..119 ° OWG No. wp-2,o 2 ~.3 . REQUIRED (JJ TAG A~' 2.:lr.;" -------======~:::========~~~~~~~"!.":.~~==:.:.;;====;;;;;.;=;;;;~::;;;;:;~:;;;;;;;;;;... I , I I I I I I I I I I I I I I I -~-P 11!,----:---'5'1' . Iii ANCHOR SOL TS SY OTHERS ( ~ ).):~ ... D!A, .•.•• ?.6. .. ?. .. __ .~f.H INCHES M!N. EMSEDMENT STONE AGGREGATE/LIGHTWEIGHT, · MINIMUM 3000 PSl/4000 es1 lCBO REPORT # .... !.§.1L._ . ...:.._: ; •••• ' • f ..... I OWN 41(_ I CHKD UN IT: 1r1f1,.; kloo o CJ· Mo.1)1::.L-:rAS.P. -11-'Sll bl SJ GwT ~ 5'000 Jb.1. // CS)./1'!5'.-:> L.,..NC,, ~ -.)::: t+x, ~)( ¼ -'7 y:l--•, Lr:>t<,i !/! :\, ~·. , .. ............ , ...... t, ..... : ! .... ': •• 4-........ ,..· IOWGNo. WF-2oZ1J J \ I I SEP 25 '98 03:24PM MASON ANAHEIM MASON INDUSTRIES, Inc. Manufacturers of Vibration Control Products . 350 Rabro Drive 708 N. Valley St. Suite K Hauppauge, NY 11788 Anaheim, CA 92901 Tel. : 516/348-0282 Tel, : 714/535-2727 , Fax : 516/348-0279 Fax : 714/535-5738 / ( P.5/18 CERTIFIED FOR Page 1 of 1 , TYPE JOB NAME : CA l.J..r'> WA I 40 Lf 13Al.L. CUSTOMER : ,P.a:~ CUSTOMER P.O. : SAS MASON M.I. : EO: / 41 'f'D DWG NO. : WF-"20 'l-3 l.i' Certified Seismic Anchor Slud with Nut & Washer I lnfo@mason-ind.com lnfo@masonanaheim.com ------------------"------' Type SAS Anchor Bolt Ratings Installed In Stone Aggregate Concrete I I I I I I I I I I I I I I 1· I Minimum Minimum Minimum Anchor Edge Anchor ·sAS Embedment Distance Spacing _ [in] PnJ [in] 3/8 13/4 25/8 51/4 1/2 23/4 33/4 71/2 5/a 31/4 47/8 93/4 · 3/4 5 55/a 111/4 : 1 63/4 6 12 ALL PARTS ELECTROPLATED STANDARD NUT. ' r I l n &WASHER FULL DIAMETER ~ •· l~r E'XPANSION ½EDGE I:: Jl_.l . P:ULL THROUGH l __ ·\ RESISTANT SHOULDER l.=:.._j ~-B,-~ CERTIF_ICATION DATA A Dimensions (Inches) Concrete Strength -re 200d psi 3000 psi 4000 psi A B C Tension Shear Tension Shear Tension Shear [lbs]* [lbs] [lbs]* [lbs] (lbs]"' [lbs] 435 755 445 765 450 770 3 3/8 11)4". 785 . 1510 820 1540 850 1565 1130 2085 1210 2260 1295 2440 41/4 1/2 11/2 5 5/8 13/4 .1470 3390 1545 3675 1625 3965 7 3/4 2 ----48151 9355t 9 1 21/4 *The tension values are applicable when the anchors are Installed without special inspection as set forth in Section 306 of the USC. When anchors are installed with special inspection as set forth in Section 306 of the UBC, the tabulated values may be increased by 100%. Notes: The tabulated values are for anchors installed at the specified spacings and edge distances. Spacings may be reduced by 50% provided the tension and shear values are reduced by 40%. Edge distances may be reduced by 50% provided the tension values are reduced by 40% and the shear values are reduced by 50%. Linear interpolation may be used for intermediate spacings. For combined tension and shear forces on anchors, use the following equation: where: P, and V1 are Applied Forces _ and P1 and V1 are Allowable Forces Ratings may not be increased to ·accommodate periodic forces such as wind or seismic loads. Tabulated values include a safely factor of 8 to 1 for tension forces and 4 to 1 for shear forces. For Stone Aggregate Concrete, refer to ICBO Report #1821. t 1" anchors have been tested for f, = 4500 psi1and are subject for further testing, c µ -2-10, 2.u .rz. i.~ , '2· 2., F • Calculations are based on Mason AnchorBolts which can be furnished at a~ additional cost. If other anchor bolt are used they must be selected by others to meet required tension and shear forces and installation requirements. DWN: CHKD: ' DATE: ~'ftJ FORM S-106·2 DWG NO. : WF-J.o2.? 01 97 I ·-I I I I I I I I I I S~P 25 '98 03:25PM MASON ANAHEIM MASON ·1NDUSTRIES1 Inc. Manufacturers of Vibration Control Products 350 Rabro Drive 708 N. Valle>' St. Suite K Hauppauge, NY 11788 Anaheim, CA 92801- 516/348-0282 714/535-2727 FAX 516/348-0279 FAX 714/535-5738 2i,SO -·· Couol 1119 !illdr'd . 1-0.7~ India. holij~ 43.SO .ANQ-HOR BOLTS -BY OTHERS . tt 4-)_?.!.~·-· oiA. ... 1l!!:?.!!!!J!ti w(;J)~t; flutlftJ/4.S -,..,y1.11 . _ ~-~···· INCHES MIN. E:'vl.8::DMENT ( P.6/18 CERTIFIED FOR JOB NAME C,P..lLAWA+ Gol.~ (3A l..L CUSTOMER A· 0 · 'f< €7.:;;D CUSTOMER P.O. ---:--::-------,------ MASON M.I. E:.:O. 14\'fO DWG No. WT-=-zc:,ZiS- REQUIAED (2-:J . TAG C.}-+we z.z.-8 ~2·25 NoDi::L ~ 31~ 6 s;;, c-8 : I· S.-}(3--6 M~ ~ /'5" H ·f. Suctl,m 4),7!, -----~ ---17.!jQ ----- 3 )5 j 4a· h.2f> O.l!> t. 25 -·I STONE AGGREGATEiLIGHTWEIGHT MINIMUM 3000 P.Si/4000 PSI . IC~O R~PORT #-.J.!.J.]::: __ ~ '1 • !;,O ~. 62 I I -1 I- I I . _ ,_ O~N i 4R I CHKO =~ ":'II I .. 1•1"',-1,; I I I I I I I I I I I I I I I I I SEP 25 1 98 03=26PM MASON ANAHEIM MASON INDUSTRIES, Inc. Manufacturers of Vibration Control Products 350 Aabro Drive 708 N. Valley St. Suite K · Hauppauge, NY 11788 Anaheim, CA 92801 516/348·0282 714/535·2727 FAX 516/348·0279 FAX 714/535-5738 77.,63 :18,!iO · AN~HOR BOLTS BY OTHERS ·c 4: } 1-e ,... ~G1.)/fe4.D W&1)-f,G' ,/4/fl'~J 3 ¾. --·····:··;_ ulA, ···:·····:·······-··• . •• ~.--~··· INCH •. , MIN. c:M51:DMENT STONE AGGREGATE/1.IGHTWEIGHT MINI.MUM 3000 PSl/4000 PSI · 1cao; REPORT #.: .. L!1.~·······-·- I . I OWN ~A... I CHKD FORM A-19391 5.25 ( P.7/18 CERTIFIED FOR , Joe NAME CALLAWA'f GoLf A,ALL CUSTOMER A· 0 · ~ t.:..7::-0 CUSTOMER P.O. ______________ _ MASON M.I. Ill-I C1° · 0WG No. Wf,..:. 2.oZ % TAG C.HWP, 2·2P.$.2·2.f REQUIRED (Z.-J ~ JJ.88 }1oDEL·; '3l 9b. S \ e 6 : 6 )<:' 13 ... 13 >< '-T ;,<, Mow£: Joo H·P· We1Gw: 2b80 }J,~ Sucl1011 · 16.00 14.50 0.75 1.25 80,00 -------i 35 .. 12 I DWG No. . wr--20J.36 I I ·I I I I I I I I 1 .. 1. I I ·1 I I I I ( SEP 25 '98 03:27PM MASON ANAHEIM MASON INDUSTRIES, Inc. Manufacturers of Vibration Control Products 350 Rabro Drive 708 N. Valley St. Suite K Hauppauge, NY 11788 Anaheim, CA 92801 516/348-0282 714/535-2727 FAX 516/348-0279 FAX 714/535-5738 r-·-- JI. 'l/ 19.2!1 Sl:l,(1:1 1\1.50 r··-\ '· -i . P.8/18 CERTIFIED FOR /' JOBNAME CAI..LAWP.f l....:)oL.p e,p.LL cusToMER A ·o · P..2 en CUSTOMER P.O.----------,------ MASoN·M.I. t:::~o-14t~o DWG No. wp -~oi 1 7 Reau1Reo (i-1 TAG C 1+wp 2: 2.1..j.. 2.-2-3 JJ,88 · Nob a: r-; t96. S1-:c,e:: ~?'JO-/S-4. \vtcrwA.: I '5° t4· P · W~ttr! 334-7 lb.s Sucl i011 14.~ ,L r-l-'-----1------1:::::L-----c=i=--++, ·Ultl l. '1·1.00 111 cJla. holes 9!d0 1---,..-------98.00 AN(Z·HOR BOLT BY OTHERS /41 :<. ¼ l.-1!?. .. DIA. •• l<.€!>..lfgJJ) WGtJ~G. A~flo _l ... ~. 11':ICHES M;N. EM8i::DMENT STONE AGGREGATE/ UGHTWEIGHT MINIMUM 3000 PSl/4000 PSI ICBC REPORT # .. _.f.."J_JJ::-:-_ .. _ !OWN ~A_ I CHICO 13 00 31l.25 I owG No. Wp--2.,o 217 7 I I I I I I I I I~ ( ' ( .. '98 03: 28PM MASON ANAHEIM . P,9/18 MASON INDUSTRIES,· Inc. Manufacturei$ of Vibration Control Products 350 Rabro Drive 708 N. Valley St., Suite K / SEISMIC OVERTURNING ero:.cuLATIONS Hauppauge, NY 11788 Anaheim, CA 92.801 516/348-0282 . 714/535-2727 FAX 516/348-0279 FAX 714/535-5738 CAU/:.WA"t ~oLf t5ALL. DATE DRAWING No •. Equipment overturning calculations based on seismic load applied at a critical angle. <TA~~ c.1-1 -2·to ~ 2,11 operating ·weight.= .. w· C H -2• u I ].• 1..7 Seismic Cp Horizontal Force Fph = Cp*Z*I*W = Horizontal Force Factor A~ -2--IS- ( H up ... '2. 2-B, '2.· -z. f z I = zone Factor· = Importance Factor C-HtAP-2., 'Z~ I 2· 21 Cl-lwf-'2.· l-'2., 2· Z...J· Vertical Uplift Force Fpv = i/3*Fph .4-~ ·-;. Fp~ tFph~e Y Fp,,~'n8 ~ . · = Max Length (between anchors) Max Width (between anchors} = C.G. Height =#of anchors fpvf [1,h~ 1 s---1· ~ ,. ,f . I . J'--1::iz,.,f Consid~r load applied.in any horizontal The Ttle Transverse component= Fph*Cos~ Longitudinal component= Fph*Sine net uplift load on anchor 2. Pt = W-Fgv FQh*CosS*h*(b2/2) N . . IYY' net .. load on anchor 4. compressive Pc ::::: W+Fpv + FEh*Cos9*h*(b2/2) N . Iyy Where Ixx = N*(N+2) *b1 2 12*(N-2) Iyy ::: H*b2 2 4 direction Fph*Sin8*h*(b1/2) Ixx + Fph*Sine*h*(b1/2) Ixx 1·!· :1: . . ·11, ·). ii 1· I I I . I I·: t~1;·,: ~ ... I ( '98 03=28PM MASON ANAHEIM MASON INDUSTRIES. Inc. Manufacturers of Vibration Control Products 350 Aabro Drive 708 N. Valley St., Suite K Hauppauge, NY 11788 Anaheim, CA 92801 516/348·0282 714/535-2727 FAX 516/348-0279 FAX 714/535-5738 Maximum shear.per anchor Ps = Fph/N . . . To maximize the values dPt = 0 aa & dPc = 0 d9 Tan(e) = (Iyy*bi) I e = Tan -1{(Iyy*b1-) I To combine anchor loads r I P,10/18 SEISMIC OVERTURNING CALCULATIONS DATE CA U-A~ C, oLf ~(.,L. ~ DRAWING No, ·W(-;. · 2,.al.3"7 <TA~S' ~ Ctt -2· /0 I 2· )I C.14-2.•26, 'i..·21 A~-2-1r C....P.wf--1: 2-ii1 2.· '"4 Ct\Wf-2.•'J-01 '2.· _2 I Ci-+wP-z. ')2.J "' 2,.3 will yield a condition (Ixx*b2) = (Ixx*b2)) Basec;i on maxi'rnum Pt and maximum shear Ps. V oH: . >~'.ff~-~ ~ .. . Tbo\Jc. Analysis of bolt T bolt = Pt/n V bolt= Ps/n Pt= Tension on Location Ps =Shearon Location n =#of anchors per Location T = Tension per anchor V = Shear per anchor combining the loads for the unity check ~· .. I;/~ . "1-1 T bol~ +r V bol~~-1.0 \.TalloJ \.vallo\f'" I I I I I I I 1· 03=29PM MASON ANAHEIM MASON INDUSTRIES, Inc. Manufacturers of Vibration Control Products 350 Rabro Drive 708 N. Valley St., Suite K Hauppauge, NY 11788 Anaheim, CA 92801 516/348-0282 714/535-2727 FAX 516/348-0279 FAX 714/535-5738 JOB NAME: CALLAWAY GOLF BALL CUSTOMER: A.O. REED & CO. MASON E.O.: 14190 Tag: CH-2.10 & 2.11 CH-2.26 & 2.27 W= 29885.00 4450.00 . Cp= 1.50 0.75 Z= 0.40 0.40 ' I= 1.00 1.00 Fph= 17931.00 1335.00 Fpv= 9961.67 1483.33 bl= 168.00 90.50 b2= 72.00 29.25 h= 45.00 27.88 N= 4 4 n= 4 1 Anchor;embed.= 5/8";3-1/4" 5/8";3-1/411 *Tbolt(allow)= 1210.00 1210.00 "'Vbolt(allow)= 2260.00 2260.00 Ixx= 28224.00 8190.25 . lyy=. 5184.00 855.56 Tan(theta)= 0.43 0.32 DATE theta(rad)= 0.40 0.31 · . : theta( deg)= . 23.20 Pt= -1115.53 Pc= 16058.03 Ps= 4482.75 Tbolt= 278.88 Vbolt== 1120.69 Unity= 0.40 MASON SAS ANCHORS . ICBO Report. #er-1821/1996, Table 2 STONE AGGREGATE/LIGHTWEIGHT f'c ~ 3000/4000 psi CONCRETE 17.91 73.15 2151.85 333.75 0,00 333.75 0:04 AS-2.15 5000.00 0.75 0.40 1.00 1500.00 1666.67 40.00 40.00 56.00 4 2 1/2";2-3k\' 820.00 1540.00 1600.00 1600.00 1.00 0.79 45.00 -651.59 3151.59 375.00 325.80 187.50 0.24 "'ALLOW ABLE VALUES ARE BASED ON WITHOUT SPECIAL INSPECTION Anchsas RM A-17270 9/25/98 P.11/18 I I OVERTURNING DATA 2:44 PM I I ·1 .I_;· ': f :1 I r· -SEP 25 '98 03:30PM MASON ANAHEIM MASON INDUSTRIES, Inc. -· Manufacturers of Vibration Control Products . 350 Rabro Drive 708 N. Valley St., Suite K Hauppauge, NY 11788 Anaheim, CA 92801 516/348-0282 714/535-2727 FAX 516/348-0279 FAX 714/535-5738 DATE q 2-s-e JOB NAME: CALLAWAY GOLF BALL CUSTOMER: A.O. REED & CO. MA.SON E.O.: 14190 Tag: CHWP 2.28 & 2.29 CHWP 2.20 & 2.21' . CHWP 2.22 & 2.23 W= Cp= Z= I= Seismic Factor= Fph= Fpv= bl= b2= h= N= n= Anchor;embed.= *Tbolt(allow)= *Ybolt(allow)= Ixx= Iyy= . Tan(theta)= theta(rad)= theta( deg)= Pt= Pc= Ps= Tbolt= Vbolt= Unity= 468.00 0.75 0.40 1.00 0.30 140.40 46.80 43.50 12.00 11.13 4. 1 5/8";2-3/411 860.00 1780.00 1892.25 144.00 0.28 0.27 15.42 37.79 196.21 35,10 0.00 35.10 0.001 2680.00 0.75 0.40. 1.00 0.30 804.00 · 268.00 77.50: 19.00 19.13 4 1 7/8";3-3/4" · 1515.00 3717.50 6006.25 '361.00 · 0.25 0.24 13.78 186.37 1153.63 201.00 0.00 201.00 0 .. 01 ITWRAMSET/RED HEAD TRUBOLT WEDGE ANCHORS ICB,O REPORT #1372/1992 STONE AGGREGATE/LIGHTWEIGHT re..; 3000/4000 psi CONCRETE ~347.00 0.75 0.40 1.00 0.30 1004.10 334.70 95.50 19.00 19.25 4 1 7/8";3-3/4" 1515.00 3717.50 9120.25 361.00 0.20 0.20 11.25 234.45 1439.05 251.03 0.00 251.03 0.01 *ALLOWABLE VALUES REDUCED FOR EDGE DISTANCE. • .:r * ALLOWABLE VALUES ARE BASED ON WITHOUT SPECIAL INSPECTION Anchrdhd FORM A-17270 '9/25/98 P.12/18 OVERTURNING DATA FORM Wf-2, C 2, '-f I 2:58 PM I I I I I- I C'. C SEP 25 '98 03:31PM MASON ANAHEIM P.13/18 ICBO Evaluation Service, Inc. 5360 WORKMAN MlLL ROAD • WHITTIER, CALIFORNIA 90601-2299 A subsidiary corporation of the International Conference of Building Officials EVALUATION REPORT Copyright-© 1998 ICBO Evalualion·service, Inc. ER-1372 Reissued February 1. 1998 Filing Category: FASTENERS---Concrete and Masonry Anchors_ (066) ITW RAMSET/RED HEAD SELF-DRILLING, NQN-DRILL, STUD, TRUBOLTWEDGE, AND MULTI-SET II CONCRETE ANCHORS ITW RAMSET/RED HEAD 1300 NORTH MICHAEL DRIVE WQOD DALE, 1!:-LINOIS 60191 ·. 1_,Q SUBJECT ITW Ramset/Red Head Sell-Drilling, Non-Drill, Stud, Trubolt : Wedge, and Multi-Set II Concrete Anchors. _ 2.0 DESCRIPTION : 2.1 ITW Ramsel/Red Head Self-Drilling Anchor: 2.1.1 General: The ITW Aamset/Aed Head anchor is a self- drilling concrete expansion shell anchor with a single cone ex- pander. Both elements are made from heat-treated steel. The steel for the body conforms to AISI Specification C-12Ll 4, and the steel for the plug conforms to AISI Specification C-101 O. The anchor has eight sharp teeth at one end and is threaded internally at the other end. The outer surface ot the tubular shell at the toothed end has annular broaching grooves and four milled slits. At its threc1ded end, the anchor is provided with an _unthreaded chucking cone thathas an an- nular break-off groove at its base for flush mounting. Anchor shell and expander cone are electrodeposit zinc and chro- mate-plated. -2.1.2 Installation: Embedment, spacing, edge distance, __ and concrete requirements are shown in Tables 1 and 2. The anchors are installed by a Model 747 Rota-Stop Hammer, by air or electric impact hammer, or by hand. The anchor is used as a drill in forming the hole in normal-weignt concrete. After the hole is formed, the anchor must be removed and the hole thoroughly cleaned. The hole depth is regulated by the drill chuck. A Red Head plug must be set into the bottom of the 11n- . chor prior lo insertion in the hole. The concrete anchor must bo driven over the plug, to cause expansion of the anchor in the hole. The chucking end of the anchor is broken off with a . hammer blow. Verification that the anchor has been installed properly is evidenced by the fact that the anchor does not project above the surface of the concrete and the red plug is · visible at the bottom of the hofe. 2.2 ITW Ramset/Red Head Non-Drill Anchor: 2.2.1 General: The non-drill anchor consists of a shell · formed from steel complying with AISI C-12L 14, with internal threads at one end and a plain hole at the expansion end. The shell is divided into four equaf segments by radial s!cits milled axially along the length of the shell. A seni;is of annular broaching rings is cut into the expansion end of the anchor. The anchors are set over a hardened steel, conical-shaped expander pf ug by driving the anchor flush with the surface of the concrete. Steel for the hear-treated steel plug conforms to AISJ C-1010. 2.2.2 Installation: Embedment, spacing, edge distance, and concrete requirements are shown in Tables 3 and 4. Holes must be predrilled in normal-weight concrete with car- bide-tipped masonry drill bits manufactured within the range of the maximum and minimum drill tip dimensions of ANSI Standard 8212.15-1994. The anchors must be installed in drilled holes having the same diameter and length as the an- chor. Alter the hole is drilled, it is cleared of all concrete cut- tings. A Red Head plug is set into the bottom of the anchor prior to insertion in the hole. Through use of a setting loci pro- vided with each anchor size, lhe anchor is then driven over the plug, cau:~ing expansion of the anchor in the hole. 2.3-ITW Ramset/Red Head St,ud Anchors: 2.3.1 General: The ITW RamseVRed Head stud anchor is a non-drilling anchor with a protruding externally threaded stuo formed from steel meeting the minimum requirements of AISI _ C-1213. The anchor body has an axial hole, axial slots, and a series of annual broaching rings in the expansion end ot the anchor. A flanged, conical expansion plug of steel meeting the-minimum requirements of AISI C-1010 is preassembled into the body. 2.3,2 Installation: Embedment, spacing, edge distance, and concrete requirements are shown in Tables 5 and 6. Holes must !;le predrilled in normal-weight concrete with car- bide-tipped masonry drill bits manufactured within the range of the maximum and minimum drill tip dimensions of ANSI Standard 8212.15-1994. Aller the hole is drilled, it must be cleared of alf cuttings. The anchors must be installed in drilled holes having the same diameter as the anchor, and are set by driving the anchor over the plug, causing expansion of the an- -chor. ' 2.4 ITW Ramset/Red Head Trubolt Wedge Anchor 2.4.1 General: The Trubolt Wedge anchor is a stud boll type of drop-in anchor. The anchors are cold-formed or machined from zinc-plated and chromate-dipped carbon steel, hot- dipped galvanized.carbon steel or stainless steel. Steel used to produce the anchors complies with AlSI C-1015 to AISI C-1022 and AISI C-1213 carbon steels, Type 304 or Type 316 stainless steels. Hot-dipped galvanizing complies with ASTM 153 Class C requirements. The expander sleeves are fabri- cated from stainless steel or carbon steer meeting the require- ments of Type 302 or AISI C-1010, respectively. Cold-formed anchor studs are available only for the 1/4-inch-, 3/8-inch-, 1/2-inch-, %-inch· and %-inch-diameter (6.4, 9.5, 12.7, 15.9 and 19.1 mm) wedge anchors. The anchor stud is threaded at its upper end and has a straight cylindrical section reduced_ in diameter, around which the expander sleeve is formed. A straight-tapered section enlarging to a cylindrical base acts to Bva/r1atio11 rtports of ICBO Eval11atio11 Senoice, I11c., are issued :solely to provide i11for111ntiu11 to Class A_membars of JCBO, utilizillg the code upo11 wltich tJ11 report ls basL'<I, lfra/uatio11 reports art 1101 to be co11slrittd as represe11/r0tlg aesthetics or mry oilier aftrilntles 1zot specifically addressed nor as an endorsement or recommett• datior, for use of the subject report. 'J'lii:s rtport is based upon independ1ml tests or other tech11icnl data submitted by the applicatlt. The ICJJO Ev11/uutio11 Service, Inc., techni,•al staff has revi1med the test res11lls a11dlor other 1/nta, but does 11ot_posse$$ it1st fncilities to //lake a11 indcpmdent verijicatio11, There is no warranty b:; ICBO Evaluat/011 Service, l11c., express I p,:'implied, 11s to a11y "Finding" or other mailer i11 the rap()rt or ~,s to a11y product cover1td by Ifie report, 1'hls disc/nimu l11cludes, b11t is 11ot limited to, merc/ra11tnl1ifity. ! Page 1 of 8 ~ . r-, i . .: ;l . . -\ I li}I · . . SE" 25 '98 03' 33PM MASON ANAHEIM ···-P.Jge 2 of 8 ~1 ti :t· 1- I- I I I --1 1· I 1- 1 I I increase the diameter ot the expander ring as the stud is tight- ened in the concrete hold. Th~ expander ring, which is formed around the stud" bolt, consists of a split-rin9, element with a "coined" groove at each end. The expander ring is designed to eng?ge lhe walls of the concrete hold as the tapered portion of lhe stud is force.d upward again~t its interior. 2.4.2 Installation: Embedment, spacing, edge distance, and concrete requirements are shown in Tables 7, 8, 9 and 14. Holes must be predrilled in normal-weight and lightweight conc:rete with carbide-tipped masonry drill bils manufactured within the range of the maximum and minimum drill tip dimen- sions of ANSI Standard B212.15-1994. The anchors must be installed in holes the same nominal size as the anchor size, with a greater depth than the· length of embedment desired, but no less than the minimum embedment. The hole must be cleaned out prior to installation of the· anchor; The anchor must be tapped into the hole to the embed_ment depth desired, but no less than the minimum embedment. A standard hexag- onal nut and washer mu$t be used over the material being fastened and the nut tightened until the minimum installation torque, as indicated in Tables 7 and 14, is reached. 2.5 ITW Ramset/Red Head Multi-Set ii Anchor . : 2.5.1 General: The Multi-Set anchors are designed to be installed in a predrilled hole equal to the anchor diameter. The anchor consists of a shell formed from carbon steet or stain- less steel meeting the minimum requirements of AISI C-1213 or Type 304, respectively, and an expansion plug formed from carbon steel or stainless steel meeting the minimum require- ments of AISI C-1010 or Type 303, respectively. The expan- sion end is divided into four equal segments by radial slots. The expansion plug is preassembled and is cylindrical in cross 9ection. · 2.5.2 Installation: _Embedment, spacing, edge distance, and concrete requirements are shown in Tables 10, 11 and 13. Holes.must be predrilled in normal-weight and lightweight concrete with carbide-tipped· masonry drill bits manufactured within the range of the maximum and minimum drill tip dimen- sions of .ANSI Standard 82"12.15-1994. The anchors must be installed in predrilled holes, the hole depth_ and diameter for each anchor size being listed in Tables 10, 11 and 13. After the hole is drilled, it is cleared of all cuttings. The anchor is set by installing the expansion shell and then driving the cone ex- pander with a setting to9I provided with each anchor size. Wh~n the cone expander is·driven down into the anchor, the legs of the shell expand. 2.6 Design: Allowable static loads are as set· forth in Tables 1, 3, 5, 7, 10, 13 and 14. Allowable loads for anchors subjected to com- bined .&hear and t~nsion forces are determined by the follow- ing equation: (Ps/Pi}513 + (Vs/V,}5°l3 S 1 where: Ps = Applied tension load. Pt = Allowable tel)sion load. Vs = Applied shear load. Vr = Allowable shear load. P.14/18 I . ER-1372 The anchors cannot be subjected to vibratory loads. Sources of such loads include, for example. reciprocating en- gines, crane loads and moving loads due to vehic~es. 2.7 Special Inspection: When special 1nspeclion is required, compliance with Section 170 l .5.2 of the code is necessary. The special inspector must be on the jobsite continuously during anchor installation to verily anchor type. anchor dimensions, concrete type, con- crete compressive strength, hole dimensions, anchor spac- ings, edge distances, slab thickness, anchor embedment and tightening torque. 2.8 Identification: The concrete anchors are identified by their dimensional characteristics, the anchor size, and by the length code stamped on lhe anchor. The conical-shaped expander plugs are colored red. See Figure 1 for additional details. Length codes are in Table 12. Packages are identified with the anchor type and size, the manufacturer's name and address, and the name of the quality control agency, PFS Corporation. 3.0 EVIDENCE SUBMITTED Data complying with the ICBO ES Acceptance Criteria for Ex- pansion Anchors in Concrete and Masonry Elements (AC01), dated September 1997. 4.0 FINDINGS That the ITW AamseVRed Head fasteners described in this report comply with. the 1997 Uniform Building Code'~, ·subject to the following c_ondilions: . 4.1 Anchor sizes, dimensions and installation are as set forth in this report. · 4.2 Allowable shear and tension loads are as set forth in Section 2.6. 4.3 Calculations justifying that the applied loads com· ply with this report are submitted to the building of- ficial for approval. 4.4 Special inspection Is provided as set forth In Sec- tion 2.7. 4.5 Anchors are limited to installation in uncracked concrete, which ls concrete subjected to tensile stresses not exceeding 170 psi (1.2 MPa) as In- duced by external loads, deformations and interior exposures. 4.6 Anchors are limited to nonfire-resistive construc- tion unless appropriate data is submitted to dem- onstrate anchor performance Is maintained In fire- resistive situations. 4,7 Anchors are manufactured at U.S. 12 and Liberty Trail, Michigan City, Indiana, with inspections by PFS Corporation, NER-OA251. 4.8 Use of electroplated or mechanically plated carbon stee_l anchors is limited to dry, interior locations. Use of hot~dipped galvanized carbon r.teel or stain- less steel anchors is permitted in exterior-expo• . sure or damp environments. 4.9 Use of anchors In resisting earthquake or wind loads Is beyond the scope of this report. This report is subject to re-examination in one year. ( I SEP 25 '98 03=50PM MASON ANAHEIM P.15/18 Page 3 of 8 ER-137 TABLE 1-ITW RAMSET/REO HEAD SELF-DRILLING ANCHOR .ALLOWABLE SHEAR ANO TENSION VALUES (pounds}1•3•4 I I f' C: 2,000 psi t 'ca ~,000 p1l MINIMUM Tension Tension BOLT AhCHOR EMBEOMENT W/out W/Sp2 W/oul DIA. DIA. DEPTH (lnc:hes) (Inches) finches) WI Sp. lnsp,2 . Sp. lhsp. Shear lnsp. Sp. lnsp. Shear I l/,1 11, 6 Jl/J2 415 210 295 650 3:?5 365 .. ,1/K 9116 1113, 785 395 770 1,03.S 520 650 ' l/2 I l/16 21/32 1,150 575 920 1.555 775 930 5/s 21/32 215132 l,SJ(} 755 1.605 2,485 1,240 1,755 I 3/,1 I 31/4 1.98.S 99S 2,495 3,165 1,585 2,575 For SI: I inch= 2:iA mm, I lbf = 4.45 N, I psi= 6.89 kPa. I I The tabulnied shear .. nd tensile v:ilues are for 11nchors installed in normal-weight concreti: having the designated ultimate compressive strength at the-time of inslal!ath· Valu1:s have been tnbulatcd for both ASTM A 307 nncl A 449 bolts instnllc:d with 1hc device. · 2Thcse tension vaJ.ucs are applicable only when the anchors nre inslnllecJ with special inspection os set forth in Section 2.7. 3'-rhe minimum concrete thickne.~s is 1 •12 embcdmcnt depth, or embedment depth plunhrce times anchor di a.meter, whichever is greater. ' 4Thc :inchors nre illustrated :is follows: I ~~ttP-@j TABLE 2-RECOMMENDED SPACING ANO EDGE DISTANCE REQUIREMENTS FOR ITW RAMSET/RED HEAD SELF•ORILLING ANCHOR1 I I · DESCRIPTION . " ... " Min. Allow1blt · Min. Allowabl1 Spacing Edgt Dlstanct Edge Ol1lanc1 Spacing Be!W .. n Mcho11 MtN. Roqulrtd to ~Inches) Required to tnchot) BOLT ANCHOR EMBEOMENT Obtain Max. Load actor Applled Obtain Mu. Load acto• Appllod DIA. , DIA. t?n~~~I Wotklng LORd • 0,85 lar Ttnalon Working Load • 0,95 lor Tenston (lnchos) (lnchul (IIICMS) .. 0,75 for Shear (Inches) • 0,70 lot Shear 'l-1 ' 1,,6 l 3/32 115116 I 37/s 115116 l/s 9116 11132 211,16 Pis SJ/K 211/11, I l/2 11/ 16 211.12 3''11~ [L1tr'6· 71/s 39/1r, Sta 27/.12 21s1,n. 4J18 2J/16 gll/1<, 4·1/it .l/4 I :\1/,1 511111, 27/s 11.1,8 511,,,, Fllr SI: l inch= 25.4 mm. I I Linear intl!rpolation may IJ<! u~ed liir intllrmcdi:itc spacing :incl edge d1sta11ccs. TABLE 3-lTW RAMSET/REO HEAD NON-DRILLING ANCHOR ALLOWABLE SHEAR AND TENSION VALUES (pounds)1,2•4•5 I f' C • 2,000 psi t'c• 4,000 psi MINIMUM Tension Tension SOLT ANCHOR EMBEDMENT WIS~ W/out WISP., W/out DIA. 11n~1~sl DEPTH /Inches\ IIMh.,ol lnsp, Sp. lnsp. Shear lnap,l Sp, lnsp. ShaBr I ~/'4 1,,6 I 1/s 465 235 355 525 265 290 l/g 9/15 19/16 670 J35 760 l.o70 535 710 l/2 l t/t6 Z1Ji6 945 475 1,165 1,510 755 1.130 S/g 47/32 29116 1,315 660 1,725 l.870 935 1.520 I l/4 I 33116 1,805 900 2,330 2,625 1,315 1,910 For SI: 1 inch= 25.4 mm, I !bf= 4.45 N, I psi =6.89 kPa. l The tabulated shear ,md tensil~ values are for nnchors inslalh:d in stonc-aggregale _concrele having the designated u!lim:ite compressive s1rength at the time of instullatio: Values have been tabuh1tcd for both ASTM A 307 and A 449 bolts installed with the device. I 2Thc holes are drilled with bi\s complying with ANSI.Specification B94.12-77. 111~ bit diameter equals the anchor diameter. 3Thcse tension values are applicable only when the anchors are install1:d with special inspection 11s set forth in Section 2.7. 4The minimum concrete thickness is 11'2 embeclmcnt depth, or embedmc111 depth plus three times the anchor diameter, whichever is greater. SThe anchors ore ill ustratcd as follows: . E-m1:-s I I I -------------~ ( '· -.,. I SEP 25 '98 03:51PM MASON ANAHEIM P.16l18 Page 4 of 8 ER-1372 I TABLE 4-RECOMMENOED SPACING AND EDGE DISTANCE REQUIREMENTS FOR ITW RAMSET/RED HEAD NON-DRILLING ANCHOR1 DESCRIPTION I Min. Allowable Min. Allowabl• Spacing Edge Dlstanc, . Edge Distance Spic~ Betwe•n Anchors MIN, Requl11d to ;1nchos) Aequlr lo ~nches) SOI.T ANCHOR EMSEDMENT Oblaln Max, Lead actor Applltd Obtain Max, L.,.d actor Applied DIA. DIA. J>!..t!~i Working Load = 0.90 lor T•n•ton Working Load ,. 0,g5 lot Tension trncMsl nnchesl (lncli•s) • 0.75 for Shear (Inch.a) • 0,50 for Shear I l/-1 1li6 I 1/s 2 I 31~/16 2 J/s 'llt6 19/J6 z.11-1 jl/g 51/2 23/4 1'2 11/16 2 1/16 3~/s I 13/16 71/4 3~/g ~/g 27/32 29/J6 41'2 z11J 9 411z I J,-1 I 3·1/16 S'ls 213/16 I 11 3/16 5,/3 ~or SI: I inch= 25.4 mm. 1 Linear in1crpol:nfon may be used for int~rmedi~te spacing and edge dis1ances. I TABLE 5-:-ITW RAMS ET/RED HEAD STUD ANCHOR ALLOWABLE SHEAR AND TENSION VALUES {pounds)1,2,4,S I·~• 2,000 psi t 'e• 4,000 psi MINIMUM Tenslo,n TENSION ·I ANCHOR EMBEDMENT W/S11. w1o·u1 WISP., W/our DIA, DEPTH (lnchul /Inches) lnsp.i Sp. lnsp. Shear lnsp,i Sp. lnsp. Shur . l/~ l'/g 280 140 145 375 190 410 J/s 1>/g 435 215 570 790: 395 840 .1 ''2 Fla 670 .. JJS 1,330 1,005 510 1,275 )Jg .. 2J/g 800 400 1,365 1,380 690 1,705 3/-1 :' 211g 1,005 ~OS 2,025 1,880 940 2,140 l or SI: I inch= 25.4 mm, I lbf.= 4.45 N, I psi= 6.89 kPa. The tabulated shear and tensile values ·~r<: for anchors ins1allcd in stone-aggi'cg,lle co11crcrc h.1ving the de~ignn1cd ulti111:ire compressive s11eng1h nl the time of inslall:ltton. The holl!s are drilled wi1h bits complying with ANSI Spcc1lica1ion B94.12-77. The: bit diameter equ:1ls the an..;hor dimnctt:r. 3These tension values nl'l! applicable only whc:n the: anchors arc installed with special inspecti,m ns set forth in Sec1ion 2.7. IIIIIThe minimum concrete thickness is 11/2 cmbl!dm.int deplh, or cmbcdmcnt de.pth pl11s three ti111cs the andmr diameter, whichever is greater . • Th.: nnchors ar.: illustrated ns follows: · · ~~;}:~~@-¼-r;;;;;li ll TABLE 6-RECOMMENDED SPACING ANO EDGE DISTANCE REQUlf!EMENTS FOR ITW AAMSET/RED HEAD STUD ANCHOR1 ' OESCRIPT!ON Edge Distance Min. Anowablo Min. Allowable Spacing II Edge Distance . Between Anchors MIN, Required to ~Inches) Spacing Required ~Inch•~ ANCHOR EMBEOMENT , Obtain Mox. . Load actor Applied to Obtain Max. Load actor pplled DIA, · OEFTH Working Load " 0,90 ror Tonslon Working Load • 0.90 lor Tension (Inches) · tlnchu) (Inches) .·o.5s ror Shear · (Inches) D o.so ror Shear 1/,i !>Is 27/16 I l/4 413116 211i6 H 3/3 I 5/s . · 27/s 17/16 511116 27/s ''2 17/s 35116 111,16 69116 35/16 5/g Via 43/JG ... 211s 85116 43/15 . J/4 211s 51'16 29/16 101116 51116 I tr SI: J inch= 25.4 mm. inenr inlt: olotion ma be used for intermi::dh11e s acin y p g anded c distances. g I -";~,~t''· I I I I -·~ -::::.; ~-.:..-. I I I ·I I I I I I I I I I I I I I I P.17/18 I SEP 25 '98 03:52PM MASON ANAHEIM Page 5 of 8 ER-1372 TABLE 7-·ITW RAMSET/AED HEAD TAUBOLT WEDGE ANCHOR ALLOWABLE SHEAR AND TENSION VALUES {pounds}1•2•4•5 t ',: • 2,000 P?I f'C• 4,000 psi / 'c:• &,000 p$1 : . Tension Ten,ron Ttnslon ANCHOR INSTALLATION EMBEDMENT · : DIA, TORQUE DEPTH W/S~ . W/oul W/Sp .. Wlout W/out Inches bl•fl nches lnsp. Sp. lnsp. ·shear lnsp. Sp. lnsp. Shear W/Sp. lnsp. Sp. lnsp. Shear •1-1 8 I 1/s 295 ISO 350 445 225 350 415 240 JS!l )15/16 525 265 420 825 410 420 825 4JO 420 21/g 565 · 280 825 410 825 410 ·/g 25 1'2 420 210 580 560 280 65S 710 35S 790 3 870 435 1,000 1,485 740 1,035 1,530 765 1.125 4 1,200 600 1,485 740 1,530 765 l/2 55 -21/,1. 1,165· 580 . 1.190' 1,275 640 1.190 1,760 880 1.760 41/g 1,165 580 1,810 . 2.410 1,205 1,810 2,705 1,355 2,().10 6 1,335 665 2,410 1,205 2,705 1.355 5/s 90 2-'/,1 1.645 820 · 1.780 1.795 900 1.780 2,430 1.215 2.-10:i 51/g 1,645 820 . 2.400 3,730 · 1,865 2,975 4,095 2,045 .l,JJO 111-i. 1,765 880 3,755 1,880 4,095 2,045 ·l,1 175 Jl/4 1,780 890 2,530 2,710 1,355 3,430 3,325 l,6q.:'i' ;l,995 65/s 2,745 1.375 S,080 4,425 2,210 5,935 5,065 2,530 5,935 10 2,745 1.375· 4.470 2,235 5,895 2,950 1/g 250 3 /.1 2,380 1.190 3.290 3,685 1,840 4,145 4,355 2,180 4,790 611.i 3.665 1,835 5,220 5,2J5 2,620 7,200 6,090 3,045 7,200 8 3,665 1,835 5,580 2,790 6,090 3,045 300 41'2 3,48~ 1,745 ,4.020 5,045 2,520 5,705 5,295 2,65() 6,120 73ts 3,650 1,825 · 7,170 5,995 3,000 9.48S 8,315 . 4,160 9,520 91'2 -· 4,675· 2,340 6,635 3,315 8,315 4,160 1 l/4 500 5112 4.535 2.210·. 5,820 . I 6,595 3,300 7,365 8,410 4,205 8,4-15 8 6,835 3,413· 8,770 I 10,825 5,410 11:065 11,385 5,695 12,6.JO 10 9,035 4,51,5 11,385 5,695 14,075 7,040 For SI: I inch= 25.4 mm. I psi = 6.89 kPa, I lhf ·ft= 1.355 8 I 8 N · m •. I !bf:: 4.45 N. I The 1ahulah:d shear and 1cnsih: valUL-:1 are for anchors ins1:1llcd in ston.:-aggrcg:itc concrctc having the dcsigna\cd ultimalt: compressive strength al the time of i11s1:1lla1ion 2Tl11: h1!lcs arc drilled with bits complying wirh ANS I Spccilk:uion· ll94. I 2-77, The bil diameter equal~ the anchor diameter. 3Th.:.~c tension values are applicabh: only when lhl! ant:lm1·s are installed with special inspection as sci forth in S.:ction 2. 7, ~Thll minimum cuncrcrc thickness is 11/2 cmbcd111cnt dcp1h, or cmhc,Jmcnl depth plus three times the anchor diameter, whichcvllr is grcnh:r. SThe anchors arc illus1ra1cd as follows:· · TABLE 8-RECOMMENDED SPACING AND EDGE DISTANCE REQUIREMENTS FOR TENSION LOADS FOR ITW RAMSET/REO HEAD TRUBOLT WEDGE ANCHORS 1 . DESCRIPTION Min. Allowable . ' Edge Distance Eaga Required 10 Dlalanco sgacln~ Re~lred lo : ANCHOR EMBEDMENT. Ob1alnMax. (Inches) 0 lain 11. orldng DIA. DEPTH Working Load Load Factor Load (Inches) (lnchea) (Inches) Appllld•o.65 (Inches} : l/4 I 1/s 2 I 31'/iG 115/16 . 115116 I 37/s ·. 21/g 1s1a 13/16 33116 : 31s I 112 25/s 1St1G 51/4 3 3 I 112 6 4 3 I l/2 6 l/2 21/,1 31s1,6 2 1·11s 4'/s 31/g 19/16 63116 6 411z 21/4 9 5/3 23/4 413/16 21116 95/s 51/s 37/s 11s116 7Ilft6 7''2 55/g 213/JG l l 1/4 3/4 31/4 511'16· 27/s 113/g 65/s ·5 21/2 915/15 10 71'2 .. 33/4 15 1/g' 3% 69116 35116 131/s 61/4 61/4 . 31/g 1211i 8 6 3 12 I 41'2 77/5 3151t6 1!>3/4 73/s 73/g 311116 14¾ 9112 71/3 . 39116 141/4 11/4 511z ·9s1s. 4IJ/16 191/4 8 8 4 16 10 711z 33/4 15 For SI: I inch= 25.4 mm. 1Lin~ar in1erpol:11ion may be used for in1crmcdio1e spacing an.d edge <listnnccs. 2Spacings and udge tli~lanci:s sh.ill be divided by 0.75 wt)cp an~hors. are pl:iced in stn1c1ural lightweight concrete in accordoncc with Table 14. Min. Allowable Spacing Botween Anchara (Inches) Load Faclor Applied • 0,70 ' 2 I 15116 JS/3 25/g 3 3 31'116 31/g 4112 4ll/16 37/g 55/s I 511'16 5 ! 71/2 : 69116 I 61/4 6 77/s j 73/g 71/g I \ 95/g I 8 71/2 I I I I I I I ., ,. SEP 25 '98 Page 6 of 8 ( 03:53PM MASON ANAHEIM TABLE 9-RECOMMENDED SPACING AND EDGE DISTANCE REQUIREMENTS FOR SHEAR LOADS FOR ITW AAMSETIAED HEAD TRUBOLT WEDGE ANCHORS1 ~ DESCRI_PTION !fl (S1) (E2) Edge !stance Mln.l:dg, Min.Ed~ Required lo Distance 11 Which Olstanc, .i hlcll Spacing· Obtain Mu. lht l..oad Factor the Load Factor Worklng Load Applied-. 0.60 Appllod ,. 0,20 Required 10 ANCHOR EMBEOMENT (Inches) (Inches) (Inches) Obtain Max, DIA, DEPTH Working Load finches) (Inches} (S•• Figure 2) (SH Figure 2) (SH Figura 2) (Inches) 'l-1 l 'Is 2 ,s,,6 NIA 31~116 115116 11S116 I NIA 371s J/s I 112 2513 tJ/4 NIA 5l/-1 3 33/4 J. l 112 6 l/2 21/4 41/s 31~116 53/i6 211/16 NIA JI/!! 19/t6 77/s 63116 ~Is ---23/.i 51/s 4 U/16 67/_16 31/g NIA 9~/s 37/s 115116 711/16 3/4 ·-_31/-1 511116 3.l1-1 NIA I l 3/s 65/g S5/i6 5 21/2 91s,,6 7/s 3J/-1 61/-1 69116 s11i 4~/16 NIA 1311s 611.i 3'/s 121/2 I 4lj, 77/g 51/s NIA· JSll-1 73/s 101116 73/g 311116 ,1431.i I l/4 .•. 51/2 .· 9s1s · 61/4 NIA 191/4 , -8 I l7/16 8 4 16 P.18/18 ER-,1372 Min. Allowabl, Spacing B•twHn Anchor11 (Inches) Load Factor Applied • 0.40 2 t 15'16 25/s 3 3l)f16 31/s 413116 37/s 511116 5 69116 61/-1 71/g • 73/g 95/s 8 For Sl: l inch= 25.4 mm. NIA= Nol applicable:. 11 Linear interpolation mny be us.:i.l for intc:rmt:diale spacing :inti ci.lge distances. 2s pncings and .:dge distances shall be di vii.led by O. 75 when nnchors :ire plncc:d in structural lightweight concrc:tc: in accordance with Tnbh: 14. 1. I I -I TABLE 10-ITW RAMSETIREO HEAD MULTI-SET II_ANCHOR ALLOWABLE SHEAR AND TENSION VALUES (pounds)1,2,4,5 t'c:i2,000 psi-. f'c;x 4,000 psi t 'c: .. 6,000 pal MINIMUM Tension Tension Tension BOLT ANCHOR EMBEDMENT un'::1~al DIA. DEPTH W/S~, W/oul w1sg W/oul W/Sp_. W/oul . (Inches! nnches) lnsp .• Sp. tnsp, Shear lnsp. Sp, lnsp. Shea, lnsp.J Sp. ln1p • Shear l/4 J/a .;--·I 420 i:10 270 590 295 300 745 375 325 l/a l'2 . f5lg 745 375 790 9,0 475 625 1,560 780 465 l/2 Sig 2 825 415 1,145 . l,460 730 875 2,075 I.DJS 600 >ts 11g 2112, ];375 685 1,860 2,160 1,080 1,385 2,755 1,375 910 .. 3/4 I 33/16 2,070 1,035 2,620 2,370 1,185 l,920 3,065 1.530 1.215 J7or SI: I inch= 25.4 mm, I lbf = 4.45 N, I psi = 6.89 kPa. 'The tabul:ited shear and tensilr.: values nrc for anchors installed in stonc-aggrcgntc con~-retc having the dcsignnlccl ultimate compressive strength at the lime of installation. Values have been tabulated for both ASTM A 307 and A 449 bolts installed with the device. . - 2Thc holes are drilled with bits complying with A~I Spccif\cntion B94.12-77. The-bit di:11ne1er equals the Mchor diameter. 3-fhese tension vnlues a.re applicable only when the anchors are installed with special inspection as set forth in Section 2. 7. 4The nlinimum concrete thickness is 1112 crnbcdment depth, or cmbeclment depth plus three times the anchor diameter, whichever is greater. I 5The anchors arc illustrated as follows: · I I I TABLE 11-RECOMMENDED SPACING ANO EDGE DISTANCE REQUIREMENTS FOR ITW RAMSET/REO HEAD MULTI-SET II ANCHOR1 I I . . DESCRIPTION Min, Allowable Min. Allowable Spacing Edge Dletanc1 Edge Dlstanc1 Spaclri B1tw11n Anctiore MIN, Requited lo Jlnchta) Rtqulrt !o Jlnchts) BOLT ANCHOR EMBEOMENT Obtain Mu. l.oad aetor Applfed Obtain Mu, Load actor Applied DIA. DIA. J'n~r.~) Working Load • o.ao for Tension Working Load ,. 0,80 for Tenalon (lnchea) (lnchul (Inell••> " 0.70 lor Sh11r (Inches) = O.SS fer Sh.Hr l/4 3/g ! 1% 7/g 311z J'.3/4 3/s 1'2 1 S/g 27/s 11116 511/16 27/g I 11z Sis 2 3''2 13/4 7 311z :>Jg 7/s 211,, 43/g 2311G S•/4 4J/s 3/4 1 33116 S'ls 2D/16 113'16 5~/g For SI: I inch= 25.4 mm. 1 1 Linear intc:rpol:uion may be used for intermediate spacing and edge distances. 2Spacings llnd edge _distances shall be divided by 0.75 when anchors are placed in structural lightweight concrete in accord:lllce with Table l-1. I I I I I I I I I I I I I I I I ~ n ~ ~ ·I .a:,. I I I I I I I I I . • SECTION 4 I 1- I I I I I I I .. ' ' . I 1·;-· I I I I I I I I I I I I . I t , Louis Perty & Associates, Inc. Project # 1704 SECTION 15815 -DUCTWORK MATERIALS & CONSTRUCTION PART I-GENERAL 1.01 SCOPE Callaway Golf Ball Company . Carlsbad, California May, 1998 A. The work under this specification shall consist of providing complete and approved ductwork systems as specified herein and as shown and noted on the Drawings. Construction and installation details are described herein. B. Specifications for sheet metal duct systems are listed under Type A and Type B. All work and materials shall conform strictly to the Drawing~ and Specifications, any addenda issued thereto, and changes as determined by the Owner's Representative. Any items shown on the Drawings and not covered in the Specifications, or any items · . covered in the Specifications and not indicated on the Drawings shall be considered as part of the work under this contract as if they were shown and included in both the Drawings and the Specifications. C. The Drawings accompanying these Specification are in s9me instances s~hematic and exact locations and arrangements must be worked to fit condi~~ons on the job. D. Details of construction and installation, and materials not specified herein or on the Drawings shall be consistent with the recommendations of the SMACNA Manual for Duct Construction, or as approved by the Engineer. E. The Contractor shall carefully examine all drawings for the buildings and shall be responsible for the proper fitting of his materials and equipment into the buildings as planned. F. All heating, ventilating and air conditioning eq~ipment, ductwork, etc., shall be coordinated with other forms of installation under other contracts. G. . A minimum of 8'-0" headroom shall be maintained under exposed ductwork in offices, laboratories· and equipment rooms, unless in_dicated otherwise on-the drawings. The minimum headroom under ductwork in production, shop and warehousing areas shall be as indicated and/or directed by the Owner. · · H. All openings to outside of building, including hood openings, louver openings, damper openings and duct openings, shall be provided with 1/2" mesh aluminum bird screens. All screens in the exterior wall shall be located on interior side of louver or damper so as to be least noticeable, except at movable louvers, screen shall be outside . 15815 -1 dOCJ\1704\spcc\l SS 15.doc • 1·,, , 'Louis Perry & Associates, Inc. Project #1704 I PART II-PRODUCT~ Callaway Golf Ball Company Carlsbad, California May, 1998 I 2.01 TYPE A -LOW PRESSURE DUCT SYSTEMS -GENERAL REQUIREMENTS I I I I I I I ·1 I I I I I I I 1- 2.02 A. B. C. D. E. . Specifications under this heading shall be· used in general for ventiJating ductwork, makeup air systems, outside air and blended air supply fan duct systems. Except where otherwise specified, construct all ductwork as recommended in the latest edition ofSMACNA and conform to the Standards of the National Fire Protection 90A & 90B (1996 Edition) forth~ complete installations. Recommendations in SMACNA Duct Manual may be used where D;Ot in conflict or its minimum requirements are not less than standards specified above or hereinafter. Adhere to Drawings as closely as possible; all deviations of the ductwork are subject to approval of the Engineer. Furnish and install all ductwork, register boxes, air changers, acoustical duct insulation, dampers~ extractors and all auxiliary sheet metal work of any kind necessary to make various heating, ventilating and air conditioning systems complete in every respect. . . S~t in sheet metal work, all fire dampers, dampers arranged f~r manual or automatic control, diffusers, etc., whether supplied under this Section or not. TYPE A -DUCT CONSTRUCTION -(GALVANIZED STEEL) A. Except where otherwise specified, all low pressure (max. 2" W.G.) ductwork shall be constructed of galvanized steel (iron) sheets of U.S. Standard gauges as listed in the attached schedule. (Other special cases indicated on Drawings). B. C. D. E. F. The spiral duct shall have locked seams so made as to eliminate any leakage under the · pressure for which this system has been designed. Fittings and couplings shall be per·the attached schedule. All fittings are to have lap and spot along all seams. All divided flow fittings are to pe manufactured as separate fittings, not as tap collars welded into spiral duct sections. All 90 degree tees and 45 degree laterals (wyes) up to and including 12 inch diameter tap conical entrance into the tap, produced by machine or press forming. The entrance shall be free of weld build-up, burrs or irregularities. Elbows in diameters 3 inches thru.8 inches shall be two section stamped elbows or fixed 5 gore. All other elbows shall be gored construction with all seams lap and spot welded. Elbows shall be fabricated to a center line radius of 1.5 times the cross-section diameter. All elbows, not die-stamped, shall be fabricated according to the attached schedule. Duct joints in diameter through 35 inches shall be assembled and sealed as follows: 1. Approved sealer is applied to the male end of the couplings and fittings. After the joint is slipped together, sheet metal screws are placed ½ inch from the joint 15815 -2 docs\1704\spcc\JSBIS doc I: 1: , I 1;- ' Ii ' Ii 1; · , • Louis Perry & Associates, Inc. Callaway Golf Ball Company Carlsbad, California Project # 1704 May, 1998 bead for mechanical strength. Sealer js applied to the outside of the joint extending 1 inch on each side of the joint bead and covering the screw heads. 2. The duct sealer must be specifically formulated for the job of sealing the field joints for medium pressure systems. Samples of sealer and the specification data sheets shall be submitted for approval. G. Flanged joints shall be used for ducts 36 inches in diameter and larger. Joints shall be sealed with an approved sealer. H. Perforated duct shall be the same material as round duct. Perforations shall be provided over the entire circumference of the duct. For location, size and length of perforated duct see drawings. 15815 -3 docs\1704\s~\ISSI 5-doc I, Louis Perry & Associates, Inc. Project # 1704 Callaway Golf Ball Company Carlsbad, California May, 1998 I 12.03 TYPE A-DUCT CONSTRUCTION -(STAINLESS STEEL). I I I I I I I I I I I I I I I A. Duct Construction: B. C. D. E. I. 2. 3. All ductwork, stiffeners and companion flange connections shall be 316L stainless steel. Ductwork shall be minimum 16 gage .. Mill certificates shall be required of all stainless steel materials. · Ducting shall be accurately fabricated, aligned and welded. Seams, joints and penetrations shall have a liquid tight continuous outside weld to ensure no leakage. Ducting with a cross sectional area of 9 square feet or less may be welded liquid tight outside. Duct construction shall conform to the standards of the SMACNA Rectangular Industrial Duct Construction Standards. First Edition -1980. Stiffeners shall be selected using SMACNA Rect~ngular Industrial Duct Construction Standards First Edition -1980. Stiffeners and spacing shall be selected based on di.Jct static pressure of 6 inches water C!)lumn and maximum panel deflection of 7 /16 inch for ducts. Transitions shall be made using a maximum included angle of 30 degrees unless otherwise noted. Clean-out doors shall be provided as shown on drawings (2_0 inch x 20 inch minimum - 24 inch x 36 inch maximum clear opening size.) Openings shall be on the sides of ducts. In horizontal sections, the lower edge of the opening shall be not less than 1-1/2 inches from the bottom of the duct. Hatch doors.should open outwardly with hinges and latches, and be gasketed. Doors shall be flush inside and compatible with good air flow characteristics. Doors shall have signs warning that confined space entry procedures . must be followed prior to opening the door. Maximum ductwork support centers shall be 10 feet: .All ductwork supports shall be 304 stainless steel. Welding to building steel is n9t permitted.· F. Plenum an ductwork dimensions shown on drawings are inside dimensions. G. H. All ductwork interior standing seams shall be in line with the direction of air flow. Welding: ' ' ' 1. · All welding shall be by the electric-arc method. Welding shall be performed by trained qualified welders. Only duly qualified ope;ators certified for the class of Work being perfonned shall make the welded Joints. 15815 -4 docs\1704\spcc\158 I 5.doc .. I, Louis Perry & Associates, Inc. Project #1704 CaJlaway Golf BaJI Company Carlsbad, California .I I I I I I I I I I I I I I I I I I I. J. 2. 3. 4. 5. 6. 7. 8. 9. 10. May, 1998 Edges and ends of pieces to be joined _by other than fillet welding shall be· beveled, grooved or otherwise prepared as indicated in details by grinding o~ gas cutting method. · Precautions shall be taken in making continuous welds to avoid distortion of the member due to the welding operation. Unless the Contractor has experienced good distortion control on the basis of results obtained through the use of automatic equipment, continuous welds shall be made up of intermittent welds spaced to prevent excessive heating of the metal and joined into a continuous weld by filling between intermittent _welds with a series of short welds. Welds shall be solid and homogeneously a part of the metals joined and free from pits or incorporated slag or scale. Weld splatter shall be removed from adjacent areas. · Welding shall be done in accordance with approved welding procedures and AWS.Structural Welding Codes, and performed by welders currently certified under A WS Standard Qualification Procedures. Preparation of edges by gas cutting shall, wherever practicable, be done with a mechanically guided torch. Finished weldinents shall show no surface voids or cracks, and there shall be no undercutting of base metal at fusion line. Execute no weldings when temperature of base metal is lower than 32 deg F. At temperatures between 32 deg F and 40 deg F, heat surface of all areas within 3 inch of point where a weld is to be started to temperature at least warm to hand before welding is started. . Defective welds shall be gouged and repaired at no additional cost. Surface Finish: The exterior and interior surfaces of all welded joints shall be wire brushed or buffed sufficiently smooth so.that they may be satisfactorily inspected. Only stainless steel wire brushes shall be used on stainless steel welds. Grinding wheels used on carbon steel shall not be used to grind stainless steel. Gaskets: Gasket material shall be 1/16 inch Durabla for 24 inches and smaller and 1/8 inch Durabla for over 24 inches. Only one gasket shall be used in each flanged joint. Full faced gaskets shall be used on flat faced flanged joints .. Bolting: Hex head, finished machined pplts, stainless steel, ASTM A193-89, Grade B, ANSI B18.2.1-72 and ANSI B1.1-74, Class 2A. Hex head, finished nuts, stainless steel, ASTM Al94---e88, Grade 8, ANSI B18.2.2-72 and ANSI B1.1-74, Class 2A. 15815 -5 doc.s\1704\spcc\lSSI S.doc .. 1,1 I ··I I I I I. I I I I I I I ·1 I I t I · , , Louis Perry & Associates, Inc. Callaway Golf Ball Company Carlsbad, California Project#l704 May, 1998 K. Round Duct: 1. Round duct shall have mig· weld_ longitudinal seams lap and spot weld. All fittings shall have continuous seal welds along all seams. When duct sections are installed, longitudinal weld seams shall be at top of sections and be offset from one another by 15 degrees. 2. All elbows shall be gored construction with all seams continuous-welded. Elbows shall be fabricated to a centerline radius of 1.5 times the cross-section diameter. All elbows shall be fabricated according to the following schedule: Elbow Angle . Less than 35 deg 36 deg thru 71 deg Over71 deg Number of Gores 2 3 5 2.03 TYPE B -PRQCESS·EXHAUST, SUPPLY & DUST COLLECTION DUCTWORK - 2.04 GENERAL-REQUIIIBMENTS . A. Specifications under this heading shall be used for Dust and Fume collection, ductwork. B. Except where otherwise specified; an ductwork under this heading shall conform to the standards of the National Fire Protection Association, Bulletin 91-1995 titled "Exhaust Systems for Air Conveying of Materials" TYPE B -DUCT CONSTRUCTION . A. Ducts shall be constructed of steel sheets of U.S. Standard gauges as listed below . . Unless otherwise indicated on drawings, ductwork installed inside of the building shall · be f~bricated of black iron (hot rolled steel), ductwork outside of the building shall be of galvanized steel. Round duct for supply afr ·only may be galvanized spiral lock seam duct meeting ASTM-A-93-591' standards and gauges as shown below: . . The following schedule shall be used for dust collection systems: Round Straight Duct -Diameter Rectangular Straight Duct -Longest Side Under:18" Over 18" to 30" Over30" 15815 -6. U.S. Gauge 16 14 12 docs\1704\spcc\l 5815.doc • II Louis Perry & Associates, Inc. Project# 1704 . Callaway Golf Ball Company Carlsbad, California I I I I I I I I I I ,2.05 I I I I I I I B. C. D. E. May, 1998 Elbows, angles and offsets shall be a minimum of same gauge as straight duct sections of equal dimensions. Elbows, angles, and offsets shall be m·ade with centerline radius equal to one and one-half (1-1/2) times the duct height or diameter wherever possible and shall have flanged joints .. Double radius turning vanes shall be installed in all rectangular elbows and where shown on drawings. Construct elbows 6" and less diameter of at least five sections, over 6" in diameter use seven sections. Prefabricated machine made smooth elbows may be used. For elbows less than 90° number of sections shall be proportionate to the ratio of the angle to 90°. Hoods shall be·a minimum of two gauges heavier than straight section of connecting branches. Gaskets at flanges in ductwork conveying non-fl~mmable air/vapor shall be of red rubber 1/16" thick or equal. All Flanged joints to be 100 percent welded to duct and mating flanges silicon caulked air tight. Longitudinal joints in black iron ducts 18 gauge and lighter shall be lapped, and riveted or spot welded on 3" centers maximum, 16 gauge or heavier shall be continuous welded construction. Girth joints, unless flanged, shall be made so that the outlet end of one · length fits inside the inlet end of the next length in the directic,m of air flow. The_ minimum lap shall be 1" for ducts to 19". Girth joints shall be riveted or spot welded on 4-1/2" centers for 19 gauge and lighter and continuo.us welded for 16 gauge and heavier. Longitudinal joints in galvanized ducts 18 gauge and lighter shall be lapped and riveted on 3" centers maxiµmm. Girth joints, unless flanged, shall be made so that the outlet end of one length fits inside the inlet end of the next length in direction of air flow. The minimum lap.shall be l" for ducts to 19" diameter, and 1-1/2" for diameters on 19". . Girth joints shall be riveted on 4-1/2" centers maximum. Joints for alf ductw9rk installed ot1;tside of building shall be sealed watertight with VULKEM 116 sealer. AIR DAMPERS A. B. See drawings for responsibility and Mfg. for furnishing control dampers. Install . motorized control dampers of the opposed blade design as indicated on the drawings or as directed in air inlet ducts or plenums, discharge ducts from exhaust or return air fans, etc. All blank off plates and transitions necessary to.install smaller than duct size ·. dampers shall be coordinated with the temperature control supplier and furnished as a part of this Contract. Manual v~lume dampers shall be furnished and installed as shown on the drawings and as required for proper balancing of the system. Any dampers required as a result of the Balance Contractors Report shall be furnished and installed as a part of this Contract. . Volume dampers shall be per the attached cut sheets. 15815 -7 docs\1704\spcc\15815.doc .. I' Louis Perry & Associates, Inc. Project #1704 Callaway Golf Ball Company Carlsbad, California I I I I ·1 I I 2.07 I I ,.08 I . I May, 1998 ACCESS DOORS IN SHEET METAL A. Provide gasketed air tight doors per attached sheet #18 for round 2" w.g. max. B. C. D. Furnish and install where necessary, or as directed, in ductwork, casings, or sheet metal partitions suitable access doors and frames to permit inspection, operation and maintenance of all controls, fire dampers; filters, all coils, fans motors and other apparatus concealed behind sheet metal. All such doors shall be of double construction, of not Jess than No. 20 gauge sheet metal and shall have sponge rubber gaskets around their entire perimeters. When doors occur in ducts carrying conditioned (cool) air they shall be insulated inside of the double panel walls. . All access doors in sheet metal shall be hung on heavy flat hinges and shall be secured in closed position by means of approved wingtype airplane catches which may be operated from either side of door. In no case shall access to any items of equipment requiring inspection, adjustment or servicing require removal of nuts, bolts, screws, wing nuts, wedges or any others screwed or loose device. AIR EXTRACTORS A. Furnish and install where shown on drawings or as needed for proper operation of the system, volume extractors for smooth flow of air from supply ducts on all side outlet or . bottom outlet grilles or registers. Extractors shall be equal to Titus AG45 with operator shafts extending outside of duct in an accessible position. VOLUME DAMPERS A. Volume dampers shall be shop fabricated per attached sheet 15-A. B. C . When duct is to be insulated, extend the lever and quadrant 2 inches from side of duct and mount on a 16 gage metal bracket to clear finished insulation. Provide an access door adjacent to each damper in ducts larger than 12 inch depth . Blades and linkage hardware shall have a corrosion resistant finish. · . 1.09 FIRE DAMPERS: I I- I I A. B. Damper blades shall be mounted on corrosion resisting bearings unless interlocking type blades are furnished. BJades shall be held in open position by chain and fus_ible link Locate fusible link (set for 165 deg F) steel spring catch and access door on downstream side of dampers wherever access to damper for testing purpose is not possible from upstream side. Locate fusible link no farther than 6 inches from top or bottom of access door depending on location of damper. Where more than one damper section is used per 15815 -8 docs\1704\spec\lSBJS.doc .. I' Louis Perry & Associates, Inc. Project # 1704 . Ca11away Golf Ball Company Carlsbad, California I I I 12.10 2.11 I I 2.12 I I 12.13 I I I I I I I I I C. May, 1998 opening, aU sections shall close together whe~ any link melts. Instal1 dampers in wall in accordance with the requirements_ of NFPA or the governing code, whichever is more restrictive. Fire dampers shall.bear the UL label and be of type and size shown on data sheets or drawings. General Purpose Registers and Grilles: ~tandard finished units as shown on the Drawings. Air Diffusers: Type, material and size as ·shown on the drawings. Provide all units with equalizing deflectors, splitter or butterfly volum·e controls, and other accessory, equipment required to effect compiete diffusion ·of specified volume of air adjustable from horizontal to vertical air delivery and all intermediate angles. S<;>und level of units when handling specified air volume shall be below sound level of space served during normal occupancy. Gravity operated backdraft dampers shall be low leakage type with galvanized steel channel frames, aluminum blades and blade to blade linkage. Blades sha]] be equipped with dual durameter vinyl seals. Jambs sha]] have sponge seals. Dampers shall be designed for a ·maximum velocity of 1000 feet per minute and a maximum differential pressure of 0.5 inch w.g. Counterweight sha]] be adjustable. Dampers sha]] be American Warming and Ventilating Model BD-40. . FLEXIBLE CONNECTIONS A. a. C. D. E. Where shown and/or required, provide connections of woven glass, double coated with Neoprene rubb.er material~ at inlets an ~mtlets of fans or air handling equipment to prevent transfer of vibration from fans of equipment to ductwork. Secure fabric by securely crimping to sheet metal and wi_th bands at fan connections to prevent leakage at connection point. Install where ductwork or casings connect to fans; between all fan or equipment inlets . and outlets and connecting duct systems; and in duct runs crossing line of building expansion. Make flexible connections airtight. Securely clamp to ductwork, fans and appartus with sheet metal screws. a. For round ducts, use stainless steel dr~w bands. b. For rectangular ducts, use same joint construction as used for applicable duct size. Unclamped sections of flexible connections between appa~s and ductwork shall be not less than 6 inches in.length, crimped to form fluted corrugations. Allow I inch of slack in the flexible material. Flexible connections sha]] not be painted. 15815·-9 . docs\l 704\spec\15815.doc .. I, Louis Perry & Associates, Inc. Project# 1704 Callaway Golf Ball Company Carlsbad, California I I 2.14 I I I I I 2.1s I I I I I I I I I I I 2.16 May, 1998 ACOUSTIC DUCT LINING A. B. Where called for on Drawings, inside surfaces of ductwork shall be lined with 1/2" thick fiberglass mat-faced, dual density duct liner, adhered to metal surfaces before forming duct in brake. Duct liner shall be applied to all interior surfaces with 100% coverage of Benjamin Foster 85-20 adhesive or approved equal. In addition, all liner in ductwork over 12" wide or diameter shall have liners additionally secured with welded pins and speed clips -minimum 15" on centers. Pins shall be cut close to speed clip. All exposed edges and leading edge of all cross joints of the liner.shall be coated with Benjamin Foster 85-20 or approved equal. 1/2" lining shall be Manville, "LinaCoustic," or Owens Coming "AEROFLEX: 200 with a sound absorption coefficient of 0.31 with l" thickness at 250 cycles per second based on Type A mounting -ASTM C-1071 and suitable for velocities up to 3000 FPM. AIR DISTRIBUTION DEVICES A. Grilies, registers, dampers, extractors and diffusers for air distribution shall be of the size, type, and manufacturer indicated on the applicable drawings or as approved by the Owner. B. All grilles, registers, dampers, extractors and diffusers, except those at the end of a branch duct, shall be equipped with a device to provide equal distribution of air across its entire face. C. A volume control device shall be provided for each grille and diffuser, except where a damper is furnished in the ductwork branch servicing it, or the distribution _device required by Paragraph 2;05 (B) above. TEST STATIONS A. Provide multiple type test connections in the ductwork as shown on drawings and at the B. following points: · · 1. At points in each main duct between the fan discharge and the first take-off point. Locate test connections in a straight duct as far from the fan as possible. 2. Each multiple test connection shall be Dura Dyne test port per attached cut sheet. Install a single type Dura Dyne test connection to the side of each equipment casing and return fan plenum at the following poiqts. 1. 2. Just ahead of the filters. Before a_nd after each heating or cooling coil. 15815 -10 docs\1704\spec\l 58 I 5.doc .. · 1 Louis Perry & Associates, Inc. Project #1704 Callaway Golf Ball Company Carlsbad:, California I I I . r.17 ·I 3. 4. 5 . In the fan inlet plenum. In the duct just after the fan discharge. After each main balancing damper. May, 1998 CORROSION PROTECTION . A. Surface protection of ferrous metals not otherwise specified shall be given a rust- inhibiting coating. This coating shall consist of hot-dip galvanizing or equal. PART III -EXECUTION 1.01: TYPE~ -DUCT SYSTEMS -DUCT INSTALLATION I I I I I I I I I 1-. I I A. B. C. D. E. F. Route ducts to avoid interference or contact with pipes .. Route ductwork with a minimum of directional changes and abrupt transitions. Provide adequate space around ducts to assure proper support, and c1earance for insulation as required. Make transformations with a slope ratio of 4: 1. Supports shall be in accordance with the SMACNA Duct Manual and "Guidelines for Seismic Restraints of Mechanical Systems and Plumbing Piping Systems", and the Uniform Building Code for a seismic· Zone 4 Ar~a. . 1. Support angles and bands for ·carbon steel duct shall be constructed of shop primed steel. All hanger rods, nuts and fasteners shall be zinc plated steel. 2. 3. Hole spacing and other details for structural s·teel supports shall be in accordance with AISC Standards: Hanger rods shall be one continuous length.. .. -4. Support steel shall be in accordance with ASTM A36-84a. Accurately cut and patch openings for structural steel members penetrating ducts and plenums. Seal with "Hardcast Pressure-Less'' tape (Hardcast Inc., Dallas, Texas). Ducts passing through floors and walls shall have clearance space closed off on both sides of the wall, floor or roof with 20 gage galvanized steel. angles attached to the ducts except as otherwise specified for sleeves.-Openings around ducts shall be filled.with fiberglass, mineral wool or.other noncombustible insulation secured in place by the angle frames. Attach ducts to frames by rivets or bolts. Use dielectric gasketing material or layer of "MysticJ{.", polyethylene' or other approved tape at joints between dissimilar metals. Use stainless steel bolting. 15815-11-docs\1704\spec\l 58 I 5.doc .. 1·· I ·I I I I I I I I I I I I I I I · , , Louis Perry & Associates, Inc. Callaway Golf Ball Company Carlsbad, California Project # 1704 May, 1998 G. Provide a expansion an contraction of ductwo.rk and anchor so that ductwork will not distort or overstress fastenings. H. Provide 2 inches x 2 inches heavy gage galvanized steel wire inlet guards, securely fastened and arranged for easy removal at fan inlets not connected to ductwork; at double inlet fans within casings and at single inlet fans connected to walk-in casings. . . I. Except where otherwise specified, plenums, partitions, casings, etc., for indirect coils, filters, outside air intakes, etc.~ shall be built of# 18 U.S. Standard ·gauge galvanized iron properly braced and supported with ga:Ivaniied steel angles (min. 1-1/2" x 1-1/2" x ¼" for main plenums). Casing shall be fitted closely around coils and filters to prevent air leakage. Partitions and doors in the casings shall be of the same gauge metal. Doors and casings shall be framed on steel angles or flat iron and provided with substantial hinges and latches. Latches to be operated from both inside and outside of plenums. Sheet metal hardware shall be as manufactured by Duro Dyne, Ventfabrics, Inc., Young Regulator ot Elgen. J. Paint all welds and breaks in zinc coating with two coats zinc rich primer: 3.02 TYPE B -DUCT SYSTEMS -DUCT INSTALLATION (DUST AND FUME COLLECTION) A. B. C. D. Each branch duct and main duct shaU have a 3/8" smooth drilled hole located 7-1/2 duct diameter in straight duct downstream of the air flow from elbows_ or fittings if possible or as otherwise designated by customer. These holes to be driIIed after erection of ductwork to facilitate the taking of pressure readings .. All branches shall enter the main at the large end of the transformation at as shaIIow an angle as possible and never to e~ceed 40°. Connect branches only to top and sides of · main with no two branches entering diametricaIIy opposite. AII branch "Y" sections shall have flanged joints. For all exhaust duct systems, provide acces~ openings or cleanouts on side of duct ~ear each elbow, branch connection, and offset, aiid otherwise at no greater distance thari" 9 to 12 feet apart in horizontal sections. Doors shall be constructed of 14 gauge metal hinged on one side with an approved quick opening latch and gasketed.-The door shall have a 1/8" x 2" frame riveted and soldered, or w~lded to the duct. The door shall lap out the frame a minimum of 1" on all sides. Hoods and duct openings shall be free from sharp edges or burrs, and shall be suitably reinforced to provide necessary stiffness. All raw edges shall be hemmed and flat folded. Cross-break all hood and duct panels over 12" jn any dimension. All ducts, hoods, and allied steel such as hangers and braces shall be painted one (I) shop coat of aluminum paint and one (1) field coat per drawings. After complete installation, paint shall be replaced in marred areas. Paint, painting and touch-up work by ductwork contractor. · 15815 -12 doc:s\1704\spec\l 5815.doc .. I .. I I I I I I I I I I I I I I I I 1- 1 · , , Louis Perry & Associates, Inc. Callaway Golf Ball Company Carlsbad, California Project #1704 May, 1998 F. Fan connections and disconnect sections shall be made with an approved split sleeve drawband at lease one duct diameter long but not less than 12". G. H. Provide blast gates and control dampers where shown on the drawings and where required for proper air flow balance of the system. Provide a means of locking the blast gate in place at the adjusted position. Support ducts sufficiently to place no load on connecting equipment and hoods, and to carry the weight of the system if pltigged with material. Ducts shall be supported in accordance with SMACNA Duct Manual and Guidelines for seismic restraints and the uniform building code for a seismic Zone 4 Area. No welding will be permitted to the building steel. 3.03 TYPE A-DUCT SYSTEMS -BALANCING AIR SYSTEMS A. The make-up air systems shall be balanced with calibrated instruments. Static-Pitot tube and draft gauge shall be used to ascertain the air qualities in each main supply and return duct. Velometer or Anemometer instruments shall be used to ascertain the air quantities at each supply diffuser and exhaust grille. Pressure readings shall be taken at the inlet and outlet of each fan with a draft gauge. RPM of fan and KW input to the motor shall be taken. Procedures shall be in accordance with the SMACNA Manual for the Balancing and Testing of Air Distribution Systems, Section II. Test data shall be tabulated and shall include the direct readings and conversion to cfm at each test station. B. The balancing agency shall specialize in, and their business shall be limited to the balancing and adjusting of heating-ventilating-air conditioning systems. C. The agency shall show proof of~aving balanced and adjusted at least five (5) projects of similar size and scope. A copy of all balancing data forms will be submitted for approval to the owner's engine~r, prior to issuing a final report. D. The balancing agency shall cooperate with the engineer and the contractor installing the work, to effect a smooth coordination of the.·balancing work with the job schedule. · · E. The balancing agency shall, at all times during the balancing and adjusting operation, be aware of any deficiencies, malfunctions or omissions that are discovered. These problems shall be reported to the Owners engineer for correction. F. Air systems shall be balanced by adjustments of dampers so that air handled at each outlet (supply and exhaust) conforms with design quantities shown on drawings. After design balance has been achieved, ·all damper operators shall be securely fastened and. design setting clearly marked1 · G. The balancing agency shall submit seven (7) certified copies of the balancing report(s) to Louis Perry & Associates, Inc. engineer for evaluation of the system operation. The balancing report shall adhere to the information stated. 15815-13 docs\1704\spcc\1581 S.doc I, Louis Perry & Associates, Inc. Project # 1704 · Callaway Golf Ball Company Carlsbad, California I ·I 3.04 I I I I I I I I I I I I I I I I May, 1998 TYPE B -DUCT SYSTEMS_-BALANCING AIR SYSTEMS A. The balancing work sha11 include, but not be limited to, the following items: 1. 2. 3. The setting and adjusting of all blast gates, dampers, deflecting vanes, discharges vanes, accessories to achieve proper air distribution and patterns in all parts of the dust col1ecting systems. Adjusting. of all belted fan speeds to attain design or optimum total CFM deliveries. Submit reports and recomm~ndation on all problems which may be encountered during the course of system balancing and adjusting. 4. Submit certified balancing reports. B. The balancing agency shall specialize in, and their business shall be limited to the balancing :and adjusting of heating-ventilating-air conditioning systems. ·-. C. The agency shall show proof o_f having balanced and adjusted at least five (5) projects of similar size and scope. A copy of al] balancing data forms will be submitted for approval to the owner's engineer, prior to issuing a final report. D. All field work shall be under the supervision of a Registered Professional Engineer and/or Registered Test and Balance Engineer who is a full time employee of the balancing agency. The technicians actually performing the adjusting and balancing shall be full time employees of the balancing agency and have proper experience . · and preferably a member of the Associates Air Balance Council. E. The balancing agency shall cooperate with the engineer and the contractor installing the work, to effect a smooth coordination of the balancing work with the job schedule. · ·._ · .. F. The balancing agency shall, at all times during the balancing and adjusting operation, be aware of any deficiencies, malfunctions or omissions that are discovered. These probl~ms shall be reported to the Owners Engineer for correction. G. All balancing procedures and instrumentation shall be in accordance with the requirements and recommendations ofthe AABC, "National Standards for·Field Measurements and Instrume11tAfion Total System Balance, Volume One, No. 81266." . H. . Instruments used for bala~cing systems must have been calibrated within a period of six (6) months prior to balancing.: 15815 -14-docs\1704\spec\15815.doc .. 1· I I I I I I I I I I I I I I I I 1-· I · , , Louis Perry & Associates, Inc. Callaway Golf Ball Company Carlsbad, California Project # 1704 May, 1998 I. The balancing agency ~hall submit se~en (7) certified copies of the balancing report(s) to Louis Perry & Associates, Irie. engineer for evaluation of the system operation. The balancing report shall. adhere to the information stated. J. K. L. M. Air quantity in all main ducts. and at all other test locations where practical and possible, shall be measured by pitot tube traverse. Openings (by balancing agency) in ducts for pitot tube insertion shall be sealed with approved metal plugs; or tight fitting pennanently secured neoprene plugs, noting locations on the drawings. Dampers shall be permanently marked after air balance is·complete so that they can be restored to their correct position if disturbed at any time. All work shall be done with all fans in operation, the filters in place, and other openings and equipment in the normal operating positions. The total CFM of all outlets shall agree with the measured CFM at the fan or in the main and/or branch ducts, within acceptable limits (norinally' [+]or[-] 5% of desi~n total CFM). ' END OF SECTION 15815 -'15 docs\1704\spcc\l SB IS.doc • . · 11N COMPLIANCE WITH SMACNAAND . DUCTMATE ADDENDUM .. J NO. I· JOB NAME 'l!EM I DATE " G INTERMEDIA'l'J: iUGIDITY CLASS LONGITUDINAL JOINT TRANSVERSE JOINT • G. A STIFFENING TRANS-MID-DOC'l' SEAMS LENGTH LONG SHORT . VERSZ POINT SIDE SIDE 0 11 -2211 26 NONE A NO · SNAP LOCK 47" FLAT "S"22"MAX DRIVE-l8"MAX I REQUIRED 11 48" OM 25 i DM 25 I I 2311 -3.011 26 NONE C NO SNAP LOCK 47" l"S'l'. "S"30"MAX DRIVE-l8"MAX REQUI~D 11 48" DM 25 OM 25 I 3111 -3611 24 NONE D NO SNAP LOCK 48" OM 25 OM 25 REQUIRED " 3 -4211 24 NONE F NO SNAP LOCK 48" OM 25 OM 25 36"MAX REQUIRED .. " OM 35 OM 35 4 -60" 24 NONE -J NO SNAP LOCK 48" OM 35 OM 35 REQUIRED " .. 26 CTR OR J YES 48" 5;L 7211 SNAP LOCK OM 35 OM 35 2 3/4X 14GA.ANG. J ir 73 96" 22 CTR OR J YES SNAP LOCK 48" OM 35 DM 35 2 3/4X_ 14GA.ANG. J J " WI'l'H 'l'IE ROD WI'l'H TIE ROD -a-WITH TIE ROD 48" MAX 48" MAX -JR 20 CTR OR J YES SNAP LOCK 48" OM 35 OM 35 ~ 3/4X l,4GA.ANG. J J " WITH TIE ROD WITH TIE ROD . WITH TIE ROD 48" MAX 48" MAX I I ' 2' .G. STATIC ( POSITIVE OR NEGATIVE PRES~URE) 0".TO 36" 1/2" TIE ROD ( MAXIMUM DISTANCE BETWEEN TIE RODS IS 48') 31-AND OVER_ 3/4" TIE ROD ( MAXIMUM DISTANCE BETWEEN TIE RODS IS 48') TIE RODS WILL BE THE PREFERRED INTERMEDIATE REINFORCEMENT ~ERE TIE RODS AND ANGLES ARE REQUIRED TIE RODS WILL BE INSTALLED OUGH ANGLES. . . crDUIT TYPE TIE RODS ARE TO BE USED FOR POSITIVE AND UP TO 211 l=I N ATIVE PRESSURE. . - . . - I - -.. . 1.-.. - - 1 I I I I I I I I . ·1 I I I I ·1 ·1 I I I I I I I I I I I Innovative HVAC Products CoNDO•LocK® . PATENT'PENDING Tie Rod Construction Hardware CTR Center Tie Rod -Drill through top and bottom panel at the exact center of duct section. Cut 112· galv: conduit to duct size. Drive Condu-Locks9 into each end us'ing • installation tool and place through open end of duct to drilled holes. Fasten outside bolt and. neo/galv. washer down tight to duct wall. ""',/"-. .... X ~9.c:,d/ ~~ . 'Oo,. I ,.,> CONDUIT TIE ROD 112• THINWALL CONDUIT I CTR/JTR Multiple Tie Rods -Drill through top and J.t-,.11 " bottom panel, 2 ,o nor-r, flanges and exact centerline of duct width. Then follow same instructions as CTR • MULTIPLE TIE RODS Multiple Tie Rods-Drill through top and .. _bottom panel, 21/s"frorn flanges, on correct centers across duct width. Then drill through top and bottom panel, centered between flanges, on correct centers across duct width. .. a., 11'5 I co f c.i::· c·· ~ ,,_'I:. ,_;~, 'if·rv '-, -~,-:; ~ P.N6LE MID-POINT STIFfENl~lG T't'PS-u Hli 0~ jl J 11 ~C. ,..,-!-rrL.!-r-lJI t:: r--r=-r-.:;)\._j ,=i..-1.....-----, \ \ \ =.~,J--~,... ~ ,o-o,>.... C\Jj__ . • j ~3/s: ~ MID-~Ol!-1 i-r enc==:-!=~ 1 I •; ~~1, I-· _, "'! ·p.:c=uHi'i-1.c ..... 1":"".1 C' ::.c:.::. r· i 11 -' f1._.1v t' •-i .-- s ' 1·· I-~ I I I I I I I I I I I I I -1 I 1-- 1 JoB NNltE·:· . 41/'211 ~------J!- l Q1/4" f '2¼!" ~ _+_ 1· ,_-,-----f'v SHiST ME-TAL CONN ECTC'f.S, ll~C. . '1E-Z1 f<-AJL-MOI:>EL sN.c :S2~ -~ // T=I< <;C!<-f;'J-J fl<.OU\ OIJT£1DE. . Of EL~OW 1'2" 0,C. _____ ___, TU&N11'!G VAl~E DET,~ll.S t)-_ .... ..,. •. j I'"'! I· ', ...... , l"·,a,1Jr ,.., 71 ,,-,, I" ii"' Y"· 1 ;,-,.. ~=·_.,,.-J:...t-,.-~::_,, =-L~· · ::-. :-.... •-rJ ii r-o ,1\··J=':;· • 1'1 I ··1 ,, I I I I I I ,1 I I ·1 I I I I I I I . . ~• . .. MAX. DIA. 6" 8"' 10" 12" 14" ·1s11 • 1811 19-2611 -2?'..:35" ~-37.:5011 5·-r-so, ... ' ... _ -- 61:-84" ,MAX. DIA .. 511 7" 811 9" 1011 11 11" 12" .,, 1311 1411 15"· 1611 1711 18" 1911 20" 21•i 2211 2311 0 2411 25-2611 27-29" 30" 31-3311 34" 35-3611 37-42" 43-48" 49-6011 61-72" . ·-···· ... ,. .... . --- 'TABLE 3-2A-= .. .• .. ·. ROUND DUCT GAGE·UNREINFORCED POSITIVE PRESSURE ,. ~ +4" w.g • . ... ~-···-·+2" w.g. ·;,tt,k) , Spiral Long. ' [iihNJ Spiral -.. . ong. Seam -=·~ ·: Seatn-' - 28 .. ' 28 28 28 · 28 26 26 26 24 22 20 18 '2 .. ' 8 . ;_. . 28 26 . 25·: 26. 24. 24 ·24· 22 20 18 16 TABLE 3-28 Seam · ~ ::.-Seam 28' 28 28 2~· .. · 26 26 24 \ .. 24 22 20 18 18 28 28- 26 .:26 24 24 24 22 20 20 18 .16 ROUND DUCT GAGE· NEGATIVE PRESSURE -~" w.g. -4" w.g. Spiral L1j-i1NJ ong Spiral fltt,N,Y Long. Seam Seam Seam Seam 28 28 · 28 28 28 28 28 28 28 28 28 28 . 28 28 -2a. 26 28 ' · 28 26 26 28 25·-26 24 28 26 26 24 28 !. 26 26 24 28. -24 ·24 22 28-24 24 22 · -26 24 24 22 26 24 24. ·20 24 22 24 20 24 22 24 20 24 22 22 20 24 20 22 18 24 20 22 18- 24 20 · 22 18 22 20 22 18. 22 20 20 18 22 18 20· . 16 ~2 18 20 1q 20 18 .-20 16 20 18 20 20A6 20 16 20 .20A6 ' 20 16 18 18 86 20· 18A6 -18 18 86 18 18 84 18 F6 16 B4 16 18 F6 ---- ... -. ----'----'--.... -. -------t: .+10" w.g •. .. . Att,~J Spiral · · Long. Seam Seam· 28 28· 28 26 26 24· 24 24 22 20 18 18 28 .. 26 2.$· 24 24 22. 22 22 20 20 18 16 -10' w.g. pin}' Spiral ong Seam Seam 26 26 26 26 26 21?. 26 · 24 26 22 26 22 24 22 24 20. 24 20 22 20 22 18 22 18 22, 18 22 18 22 18 22 18 22 16 20 16 20. 16 20 18 A4-- 18 16A4 18 16 84 18. 16 84 18 16 84 18 16 84 · 18 F.12 18 FS 18 FS 16 F-4 1·· I .-,. I I I I I I I I I I I I I I 1--· I JO~ NO.: -· SYSTElv1: JOB t-JNv1 = : 00° ADJUSTP..8.LE ELaovJ STl\t-JDP..RD &:PIUS •.•. , 'li.Wi ' i I - . ;,.,:.·····:•• . . , . . : ). I :j li ~111, v· ' . " • I I 4S0 ADJLl5iABLE ELpOW ST,:N~.?J) ~DILi; 4S0 REDtlC!~ls \WE SW,f5HT STAF-.TIJ .. 1-5' cq,ll°'L STr\~Tll-~G COLLJv, 'tJ/ DrN1Pcr. COLL,Af: w/ DAJv\PE'f:: ~10° ADJUSTABLE bl@ovJ' LOI-!~ 11/:J?IL1£' ~ ~ . . . " . ' 45° FLAT sADDL!= 45° ~DUCll{-S . DtL-\L VJYE 4;;l ADJLlSTA13.L5 ;Laow LON€ f1/:DIU5 '!;04 FLAT SADDLE 00° ~DUCIN-8 ~E.- !j ! I •• . ' SPlRA!.. COUfLU·JG l~oTE: PITTIN-SS SHALL~; ~J~DHrS=D Pl<-OM ____ o~ CONIBAC'JD~-FA~!<.ICAT~D. DLICT £,A-LV.-oAU6!: DUCT ~LV.~LJg!: I DUCT . DIAN1Eft=j<. flTTINBS DIAM=-TE~ FITTINGS I DIAM=-TEj<. 3" -&" 2s I 1s11 -'26" : 24 · . I 37 11 -so" 9' -jd_'I I . 26 . . ' i '2711 -3G11 ; 22 I 51 11 -6011 ALV.fALl-GE · DUGT flTTlt-.J6S DIAMEiEf<. '20 Gl"-84" IS ,.. ,, I "'"-I II"': I -'\/•°t;'r~. PITTl~S ._ IS • 1·· '' • I I I I I 1 .. ... I,.:. I .. I .1·: __ :1·=· .. .. .. I! 1~- 1-- .. -1 I 1~- I .. · JOB No.: SYSTEM: 00° Mf=O. PRESS. ELBOW ST/\t--1D.APD f1.APIUS 4S0 pADIUS SADDLE i . \ • I •. : : i ;. ! I : ;, I j<EDUCEf: . 45° MEO. PR€SS •. ELJPW filf-N~ ~Dills 4S" f§DUCl~ls . · WYE I· SJPA!GHT STAP,.TINB COHIO\L STAP-]NG. COLLff-. w/ l)/.4J'./lPEB COLli':f. w/ DAMpce:: NoTE: flTTIN-GS SHALL f;!= · ~ ~ . · .. ·. ·-.. ·. ··,. 45° !<EDUCING ·DU,ALWYE 4;: MEO. Pl<SSS. t-Laow loN-(, 13ADIUS OOt. FLAT SADDLE I 00° ~DtJCJNG TI=E: 8QUNb SsDIRAJ.. COUPLING END ctJ: DUCT ~ALV.-SAlJGE DUCT Bt\LV.-€ALJ;E . DUCT ALV.~ALI-GE DUGT blP-JVi!:'fE~ flTTINGS -D!AME-1E~ . flTTIN6S DIAME:lcP. f1TT1N6S. DIAMETEP. LV.-St-~E r1TTIN6S 311 -B" 24 1s11 -'26' -22 3711-so" '20 Gl''-84" .. IS 12A 1··, I • 2-''w6--~.,-_,,_ ...... ::::M. ·--;.,---:;;-,_i I' I I I I . , I I I I -; I Plr~~o HIHBE I I I I boo~ SECTIOl~I I I 1--- I ; •• • .,, ! '• ! .,_.. J,-I f -_.,-y JI' ,II/I ,,-•• •• ;---..-·· -··..,.. .. _ _.,,; ,. ... '\~ ... ,:::.7~ h"·;.,·<.: ~:.:-",-!., I I , .. _ .. -.... ·, ......... ·-·,, ,, .,__ )& I I I ~B-ll2· . . O,r:N E:ND S_=A~I_N {; z. I I I I I I I I I I ! ; l 3011 MAXIMUM . cucr.17 1/..,.1:-c..""'U, r: -b: c· t. ....,,~, r-'i·:...=-rO ,. l 1 l ;} •oil t°"'.b.~/ ~~ t:21 L ,-...::; o f-',-~ 11 ~ r---nw- • .-,... .. -t -_,_ ' ' ...... _t;"'),' ·'·]-! r----,' ----•i I '-"I.._. I '. ---'""' -...... Ti-J'.., I I ,-. .-. (1 .... _,..,,_ --~ ,L,- .. / II N6'tovtn.o I .._,··.·1=---:11·...,. •. ,,,.:-:,. ,-.... -•. ,,....,. .. ···-··1··1• r•'t....... 1·rf\ :,.:.-\-r. ;_.; ·,·:· •. : i ... i ,~:-. :: .... ·--,,-J t--=-·---.· ...... -t ;.,. •-, ... ~-1, _,.___-:---~------,.--~· ~i _:_..,,__' -----~· -----J.-----' 1··. I I I I I I I I 1· I. I I I I I I 1·-· I • 45° e:LBOW. ( 3'L811) DI E·f0p.N£D 45' E:LSOVJ (ovsp.sr: 3--Go~ 30J ~LBoW '2·€0P£ <j0° ~IGHT R-E-DIJCING 1::S .. FITTIN6 co!JPLIN~ 22.t ~.'ELBO'N .'2-GO~E I 90° CONICAL EE I Y-F?P:ANGH I, PlTTlt~-6'~ GHALL BE: pupcHA£5D fP-0lv1 -o~ CO-ITRACjC>.<-·fABf<-lq.JSD. 2. SEAt-/iS TO~= !..APP~ ( SpOf-V-JE::LD:!) f!=f:. SiV:t\Cj--lf\ ~UIDSLl~l:-S,· o·ucr _ , LV.-GAUes .DUCT €,itV.-GP..t16s · DLlGT l"'f.Jj/,·Gf,:J.s= · pucr ~Al\1.-GA!J.S DIAM=T=?, ITTI~ DIAtl1t:TE:f-F-iTTIK,€S PlfJV:=f=f FITTIN-SS Dl,AMt:T:.'i< t=ITTIN-G~ 3"·81 24· JS"·2E>' 22 · 57" ... 50" 20 Gl"-841 j6' . . / .. POOR . . . . · QUALITY· . · . . }-. i-~ . r, • ! . . ' ·· ORIGINAL S . ' 1··. I -· . .. .; . DUCfMA1'S INDUSTRISS~ INC. 1822 E. ALPINE AVENUE • STOCKTON,-CA 95205 TELEPHONE: 209/94E.•4004 • TOLL FREE: 800/344-3270 • FAX: 209/941·2356 . . . ' . P~OtackHV DUCT LlNER ADHESIVE Product Description: PROtack is a high viscosityt premium quality, water based duct liner adhesive specifically formulated for spray and roller coating applications. Features and .Benefits: Excellent Wet Tack Fire Retardant Moisture Resistant Exceptional Coverage. ·Non Cob-webbing Good Open Time to Dry Time Window U.L. Classified ~ ... Pro\'ides excellent results when used in the following applications: 1. Bonding fibrous duct liner insulation to tzalvanized duct work. ~ w 2. Seali.11g cut edges offiherglass insulation. 3. Bonding kraft backed foil covering to fiberglass and urethane flat stock or.pipe insulation. 4. Bonding multiple layers ofnbrous insulation board. Typical Physical Properties Base: Synthetic Latex Color: Black Solvent: \Vater Weight per GalJon: 9.8 + .2 Solids: 60 + 2% Viscosity: Approx. 3000 CPS .. Application Temperature: 45 degrees F to 90 degrees F Storage Temperature: 45 degrees F to 90 degrees F . Open Time: Dependent on temperature, humidity and application but generally l 0-20 minutes · Flammab-ility: ~one Flash Point: No flash to boiling Coverage: Typical spray applkation may ,~eld up to 400 sq. ft/gallon Shelf Life: (Unopened containers) 1 year Direction For Use: Can be applied by brush, roller, standard spray equipr.:lent or roller coated. May be applied to either the galvaniwi steel or the fibrous insulation. All steel and/or foil suru.c...-s should be free from all dirt_ oi~ and greas~. For best results adhesive should not be thinned. • . . . ~-... . . . -~ ·-: .. _ .-:·: ~~.:-~--:.-:~::~ :_~ :.~:i: ?~::-::~·/: 1·· I I I I I I I I I. I I I I I I I t· I. .AIRSEAL #11 .. PREl\ffiJM WATER BASED -DUCT SEAIALVf U.L. Classified·• Formulated for Indoor and Outdoor Use • Seals Low, Medium, High Pressure and High Velocity HVAC Duct Systems • Cures ~o a tough :fle~ble film • May be used in conjunction with :fiberglas·s scrim tape • Low.brusp. drag and spread- ability reduces labor costs. • Excellent for use in weather exposed areas · • Excellent adhesion to galvanized metal • High solids Recommended. Uses · Application. Cure Time Service Temperature Coverage Solid Content ·weight per Gallon Color Pressure Rating Packaging Storage Shelf Life _Clean Up Airseal #11 is recommended for use on all types of HVAC duct systems including metal, fiber glass duct board and flex duct Appiy Airseal #11 with brush, putty knife, caulk gun or pump to well fitted joints, free from dirt, oil and grease · 12-24 hours, depending on temperature, relative humidity and application thickness Application: 35°F to 110°F; Operating limits: 0°F to 200°F Approximately 100 sq. ~ per gal. 73% +/-2.5% by weight 11.4 lbs. +/-.3 lbs. Gray · Airseal #11 is recommended for use in HVAC duct systems which do not exceed 16" water column pressure. Fiber glass mesh scrim should be used to reinforce all systems with pressures in excess of 16" and where needed to bridge gaps in ductworkjoims_whi<:_h may exceeci ¼" 4-1 gal. per case, 5 gal. pails, 50 gal. drums and 12 tubes per case Store at temperatures above 32°F and below l10°F Two years · May be cleaned up ,vith warm water and soap . POL YNf:ER ·-·-··· ADHESIVE . SE.-\L-\NTSYSTE.\IS.1:-.C. UNDERWRITERS 1.ABORATCRIES INC. ~,,1111,,~ Classified: Caulkings and Sealants ® . Surface Bu~~ C:-.atac:eristics Applied to Inorganic Reinfcr::ea-Cement Soard + Flame Spread ..................... S Smoke Developed ................. 0 • Tes1ed as aopiled ,n IWO 1 .s,, ~-8 non cenll!<' and o:,yenog 2.5 oercent of ~ !est sample area. 2030 Century Center Blvd. • Suite S • Irving, TX 75062 • 1-800-886-1744 ... I Jpecification Data I I I lrmal Performance Thickness A-Value ----~---Conductance ( (mm) (hr•ft2'F)/BTU m2'C/W BTU/(hr•tt2• F) W/m2·C macote Lin~coustic Standard ½ 13 2.2 .39 J 25 · 4.0 .70 38 6.0 ·1.06 51 _ 8.0 :; 1.41 I' ·rmacote Linacoustic HP~- 25 4.2 .74 .45 .25 .17 .13 .24 2.55 -1.42 0.96 0.74 1.36 lue and Conductance are calculated from the material thermal conductivity tested in accordance with ASTM C 518 at 75°F (24.C) mean temperature. · ace Burning Characteristics e Spread not over 25 Smoke Developed not over 50 t may be requested at time of order. ' L 723 test method. If UL labels are required. Compliance with Government Specs l ather Standards MC 1071, Type I (Replaces HH-1-5458 and NAIMAAHC 101} f M G21 and G22 · · SMACNA Application Standards if Duct Liners !'9'A 90A and 908 Conforms to ASHRAE 62-89 I MEA353-93-M S e of Washington Building Services Department requirements for emissions olal volatile organic compounds ( C) and formaldehyde (CHOH) in a rdance with ASTM D 5116-90 Clada: CGSB 51-GP-11M CAN/ULC S102-M88 ~ :::, C: :E 8?. ,_ <( 0 l () :g :,_', Fiber Glass Duct Liners Sound Absorption Coefficients (Type "A" Mounting) . . Sound Absorption Coefficient at Frequency Thickness (Cycles per Second) of (in) (mm) 125 250 500 1000 2000 4000 NRC Permacote Linacoustic Standard ½ 13 .. 04 .18 .43 .69 .89 1.02 1 25 .09 .29 .67 .89 1.03 .99 ·1½ 38 .16 .51 .90 1.05 · 1.06 1.01 2 51 .23 .73 1.05 1.13 1.06 1.07 Permacote Linacoustic HP 1 . 25 .09 .31 .69 .91 1.02 1.03 Coefficients were tested in accordance with Test Method ASTM C 423·81 and ASTM E 795. .5_5. .70 .90 1.00 .75 0 1001-r..i.:..-L.=-.-'-=L...&...u..=---:::.....:;._::..._i..;:-._JW,UU:..-:;--=>-=...=.:;.i.....2...1.CJu..LJ .o\ . .02 .03 .04 .06 .oa .1 .2 .3 .4 .s .a .. r· .. \_·_. I I I Friction Loss in ln_ches of Water Per 100 Feet r·· ~ "Permacote Unacoustic Standard and HP Liner Air Flow Properties Were Tested With The Material Lined To Galvanized Sheet Metal Duct In Accordance to the SMACNA Duct Liner Application Standard I 1· 1· I I I I I I I I I ,~ I . 1,. Type: Flexible Duct l,..i~ers-{Goated) Temperature Limit: 250°F (121°C) Description Permacote Linacoustic Standard and Permacote Linacoustic HP are flexible duct li~er insulations made from strong, glass fibers bonded with a dark thermo- setting resin. The airstream surface is protected with Permacote, a durable, . state-of-the-art acrylic surface coating. Factory-Applied Edge Coating! Edge coating is factory applied to the edges of th~ blanket assuring coverage of the leading edges per SMACNA requirements. Shop fabrication cuts may be coated with the SuperSeal® Duct Butter and Edge Treatment products (see data page AHS-202). Uses Permacote Linacoustic Standard and . HP are specifically designed as liners for s~eet metal ducts in air condith;ming, heating and ventilating systems. They o~er out~tanding durability in exposure to air velocity and superior acoustical and ~hermal performance in systems operat- ing at velocities up to 5,000 fpm _ (25.4 m/sec) and temperatures up to 250°F (121°C). Benefits Improves Indoor Building Environment. Permacote Linacoustic Standard and HP help improve indoor environmental qual- ity by helping to control both temperature and sound. Withstands High Velocity. Permacote Linacoustic Standard and HP have been tested at velocities as h{gh as 12,500 fpm (63.5 m/sec) which is 2½ times the.recommended maximum velocity of 5,000 fpm (25.4 m/sec). ·us Patent No. 4990370; Canadian Patent Pending Permacote® Air Handling Systems __ .... inacoustic® Standard Absorbs Disturbing Sound. Permacote Linacoustic Standard and HP have excepti9nal sound-absorbing prop- erties far exceeding the requirements · of ASTM C 1071. Duct-transmitted noise, such as crosstalk and sound energy from air movement and mechanical equipment is noticeably reduced. Conserves Energy. The glass fibers in Permacote Linacoustic Standard and HP are uniquely produced to provide exceptional thermal properties. Resistant to Dust and Dirt. The tough, acrylic polymer used to coat the airstream surface helps guard against the incursion of dust or dirt into the sub- strate, minimizing the potential for bio- logical growth. Will Not Support Microbial Growth The Permacote surface coating is spe- cially formulated with an immobilized, EPA-registered anti,microbial agent so it will not support the growth of fungus or bacteria, as determined by tests in accordance with ASTM C 1071 and ASTM G~1 and G22. Note that as with any type of duct or building surface,· if · proper maintenance and operation practices are not followed, microbial growth could occur in accumulated dirt. In a duct system this can be avoided _with proper design, filtration, main- tenance and operation of the HVAC -system. Available Forms Per_macote Linacoustic Standard Thickness (in) · (mm) ½ 13 1 25 1½ 38 2 51 Roll Width* (in) (mm) 34to36 864to 914 46 to 48 1168 to 1219 58to60 1473to 1524 Per ma cote® Linacoustic® HP Fiber Glass Duct Liners Resists Damage. The specially-designed Permacote air- stream surface enhances the material's ability to resist damage from typical in-shop handling, fabrication, and jobsite shipment. It resists scuffing and abrasion from mechanical fasteners and shop tools. If necessary, the surface may be cleaned with commonly available duct cleaning equipment following the proce- dures detailed in the North American Insulation Manufacturers Association· (NAIMA) Duct Cleaning Guide. Low Air Flow Resistance. The smooth surface on Permacote offers minimum r~sistance to air flow. Easy to Fabricate. Permacote is light in weight and easy to handle. Clean~even edges can be accurately cut with regular shop tools. Resiliency and. high tensile strength resists abuse. ISO 9000 Certification Schuller is committed to the highest standards of quality. Our mechanical insulation products are designed, manufactured and tested in our own facilities, all of whieh are certified and registered to meet the stringent requirements of ISO 9000 (ANSI/ASQC 90) series quality standards. This certifi- cation, along with regular, independent third-party auditing for compliance, is your assurance that Schuller products deliver consistent high quality. Permacote Linacoustic HP (in) (mm) 1 25 (in) 34to36 46to48 58to60 (mm) 864to 914 1168to1219 1473to 1524 Roll Lei:lgth** (lineal feet) (lineal meters) (lineal feet) (lineal meters) 50 100 150 200 'Available in•,,· (6.4 mm) increments. "Check with plant for availability. 15 31 46 61 100 30.5 AHS-158 ,.95 (Replaces 9·93) IBM#CODE EELON I Fab #10159 MBX4-100 r Metal Fab #10160 MB6X4-100 no Fab #10171 EBX-100 ' tor #10169 JBX-100 IRMAFA~ Metal Fab #10005 MFT4-100 l et Metal Fab #10013 F6T4-100 · for #10030 JRT-100 ono Fab #10037 EFT-100 I loLON Metal Fab #10002 MFD4-100 Sir Metal Fab #10011 F6D4-100 J or#10027 JRD-100 Econo Fab #10034 EFD-100 I GIS~E~L Junior #10029 JGL-100 El o-Fab #10036 EGL-100 N PRENE (Specification Grade) Ml Fab #10003 MFN4-100 S r Metal Fab #10012 6N4-100 NEOPRENE (1dard Grade) M I Fab#10105MLN4-100 s r Metal Fab #10148 ML6N4-100 E o Fab#10035 EFN-100 J'r#10028 JRN-100 -. 1··· I Crl3 ~e.. Du'Ro _DyNF DESCRIPTION SPECIFICATIONS APPROVALS Extremely high tear strength possible because of no-tear nylon base cloth. Much more resistant to weather than fiberglass. Heavy Black colored vinyl coat on both sides. U.L listed. Excellent all purpose connector fabric. Heavy quality multi-purpose lfexible connector for most applications within temperature limitations. Low in cost compared to other comparable fabrics. Easy to fabricate because of high-tear strength c~aracteristics. . . Thermafab is a specially developed fab-ric designed to withstand temperatures higher than any other normally available duct connector material. In addition to having heat resistanct! su~erior to tliat of As6estos. the waterproof and air tight characteristics of Thermafab make it ideal for all normally encountered flex-ible connector applications. Thermafab is a coated. heavy glass fabric; Green in color. flameproof and Ozone resistant. The coating consists of a proprietary inorganic elastomeric com-pound. Thermafab has outstanding re- ~istance to weathering and many chem-icals. White and clean appearing Durolon is a coated. heavy glass fabric. It is lfame- proof and ozone resistant: has good weathering and abrasion qualities. Suited for high pressure heating and air-conditioning supply and return systems. Inherently ozone resistant and with ex- cellent chemical resistance qualities. It rates very high in weathering and abra-sion qualities. The white color provides a good reflecting surface. and thus heat foss is minimized. DUROLON is lfame resistant and will perform satisfactorily in temperature ranging from -S<fF to +300"F. A fiberglass fabric coated on two sides ~ith flame resistant vinyl. Gray on one side, black on the other. Water-proof and airtight. Resistant to acids-chemical fumes-grease-oils-gasoline and alkalies. A heavy ·giass fabric doubie coated wiih" Neoprene. This fabric is non-combustible and the coaling is fire retardant. It is absolutely waterproof and airtight. Is resistant to acids-alkalies-grease and gasoline. For installations on systems exposed to toxic fumes or adverse atmospheric conditions. Can be used in high pressure systems. and in almost all types of iO:. ~tallations. Not for Temperatures exceed- Weight-22 oz. per sciuare yard Tensile strength -240 lb. x 220 lb. Tear strength -100 lb. x 100 lb. Flame Resistance -Fabric classified by Underwriters Laboratories Inc. as to flammability. Classified Building Mat-erials Index File #R-4462. Heat resistance -to 'l!:11' intermittant. Resistant to oil, grease and most chem-icals. Air tight -waterproof. Weight -17 oz. per siiuare yard Tensile strength -290 lb. x 250 lb. Tear strength • 17 lb. x 17 lb. Heat resistant, flameiiroof. Withstands- direct heat up to 600°F. Very low smoke emission. Minimizes danger of heavy smoke contribution to air distribution system. Excellent resistance to weather- ing ozone and to most chemicals present in air distribution systems. Very resilient as compared to other man-made elas- tomers. Weight -24 oz. per. S!IUare yard Tensile strength -500 lb. x 500 lb. Tear strength-13 lb. x 13 lb. Heat Resistance-Flameproof.-Test show- ed after-flame of O seconds: afterglow of 0 seconds; and char of material ¼". Excellent Resistance Qualities To-Ozone, weathering, fading, abrasion. oils, greases, acids and oxidizing chemicals. Weight: 16 oz. per sq. yd. Tensile strength -90 lb. x 90 lb. Tear strength -8 lb. x 9 lb. · . Heat Resistance: 180" Heat and flame resistant. Conforms to UL standard flame tests for fabrics UL 214 and applicable requirements of Part 2 NFPA it70t Water-proof, air tight and mildew resistant. . . -,. Underwriters' Laboratories (U.L.) classi-fied File No. R-4597. Designed to meet the requirements for Flexible Duct Connect- ors in National Board of Fire Under-writers and NFPA Standards No. 90A and 913. Approved by California Fire Marshals Office. City of Los Angeles. Designed to meet NFPA Standards No. 90A and 908. Classified under Under-writers' Laboratory Test Procedure U.L. 214. It possesses excellent resistance qualities to most chemicals. It is in- herently resistant to Ozone. Thermafab will not support flame. Remains stable under sunlight exposure. Cleans readilr. with a damp cloth. Color retention qua - ilies are excellent. Lab tested for temg-eralures up to 500°F. continuous. 600 F intermittent. Will retain its flexibility in temperature ranges to -75°. Smoke emis-sion is very low. Underwriters' Laboratories (U.L.) classi-fied File No. R4462 Designed to meet the requirements for Flexibfe Duct Connect- ors in National Board of Fire Under-writers and NFPA Standards No. 90A and 908. Heavy glass fabric coated with Durolon. Underwriters· Laboratories submitted. A flame-resistant fabric which meets Government Specifications and Standards. ManY. excellent qualities which are not available in other connect-or fabrics. Approved by California Fire Marshals Office, City of Los Angeles and Denver. Underwriters' Laboratories (U.L) class- ified File No. R4462 Meets requirements for Flexible Duct Connector's NFPA 90A and 908. ARproved by California · Fire M~rshals Office. City of Los Angeles and Denver. Weight.:...Approximately •30 oz.' per sq. -·-Underwriters' Laboratories (U.L) class-yard ified File No. R4462. Meets standards for Gauge .024 . . FAN connections as outlined by National Tensile strength -500 lb. x 500 lb. .. . Board of Fire Underwriters and NFPA Tear strength-13 lb. x 13 lb. . · . Standards Pamphlet No. 90A. Denver and Fill.; ... .425 lbs. per sq, inch · -. · L.A. City approved fabric when code Mildew Resistance-Neoprene is not · · ·number is followed by letters "LA" affected by rriildew. (Fiberglass coated with Neoprene on one LA. city approved weight approximate side only). Approved by California Fire 20 oz. per sq. yd. . Marshals Office. "32 oz. available on special order. mg 200°F. . . . . ...···~. ~ .. ~ .... ·--:.: : ... ;. ....... __ :.: :,:. . .... ... . .. , .:: .. .;. -. . . A heavy gra# iabi-1.c ~ouble coaieif 'r1tri . . "':' .. Weight_; Approximaiely. '22 oi. persq;·· :·;· _"' µ~derwriters; Laboratories (U.L) class-Neoprene. This fabric Is non-combustible · yd. · . IfIed File No. R4462. Meets standards for and the coating is fire retardant. It is Gauge •. 024 · . FAN connections as outlined by National ab~olutely Wc!terproof i3nd airtight. Is Tensile strength 500 lb. x 500 lb. Board of Fire Underwriters and NFPA resIst~nt to ac1ds-alkahes-grease and Tear strengtti -13 lb. x 13 lb. Standc!rds Pamphlet No. 99A, De{lver and gasqhne. . • Fill •••••• 425 lbs. per sq. inch LA. city approved fabric when code For mstallat1ons on systems exposed to Mildew Resistance • Neoprene is nor number is followed by letters "LA" toxic _ _fumes or adv~r~e c!tmospheric affected by mildew. (fiberglass coated with Neop_rene. on one cond1t1ons. Can be used m high 11ressure •32 oz. available on special order. side only). Approved by California Fire systems, and in almost all types of . • Marshals Office. installations. Not for Temperatures ex- ceeding ~F. ..•• -·· ._, .. , .:. _____ ...... _ ... ., .... -.. -.. .. . :· · ..... . . .... ,._., . ... ·-... · .. .. r TCO RUBBER PRODUCTS, INC. eescription . ATCO's UPC #087 is a UL 181 Class 1 Air Duct rnd is manufactured with a durable black ~olyethylene jacket. The UPC #087 inner core is air-tight and is IJ1esigned for low-to-medium operating pressures In HVAC systems. 1Construction ~ tough CPE polymeric film encapsulates a steel r.ire helix, forming the air-tight inner core of :A.TCO's UPC-#087. The inner core is wrapped ~ ·n a thick blanket of fiberglass insulation, einforced with scrim and sheathed in a durable lack polyethylene jacket. - IA.pplications SJ PC #087 is designed for indoor use as a supply · •nd return air duct in residential and commercial low-to-medium pressure heating and air condi- aioning systems. ATCO's UPC #087 can be used 93,s a complete air duct system and/or a branch duct connecting to mixing boxes, diffusers, light •roffers, room inlets, or other _terminal devices. SJPC #087 IS NOT INTENDED FOR OUTDOOR MOBILE HOME APPLICATIONS. lcode Compliance* · ~L 181, UMC 10-1, SBCC, BOCA, NFPA 90A & - IIJos, HUD 515-2.1 (b), Cities of Chicago, New York & San Francisco, County of Dade (Florida), ralifornia State Fire Marshal. -11'\TCO recommends that you check with the local code body aving jurisdiction in your area to determine applicable codes. UPC #087 Insulated UL 181 Class I Air Duct Features and Benefits • Air-tight Inner Core Energy efficient No fiberglass erosion into airstream • Encapsulated Wire Helix No unraveling when cut to length Quick installation • Smooth Inner Core Low friction loss Low operating cost • Thick Blanket of Fiberglass Insulation Energy efficient Excellent thermal characteristics • Durable Black Polyethylene Jacket Tear and puncture resistant Low maintenance Increased resistance to sunlight • Lightweight Compact Carton · Reduces warehouse and job site handling cost .. A~r Friction Chart* ~ I . , ... ~ -~ 7~ -!:CC ' ,. . ..:x:o ... .., ::1 I:. ./ v: 1..-;\ p ~ Ir~ V _; V \ ... t..l'i I\,~ . -. 'I,. :.a,o I/ l,...-I,. .... . ~ ..... ~ ~ t;,I., I,.~ ~ L.--' ~I,. .. t., L.-L,, i,.., ~ :0. '· / V" [..,.~ ... .. ~ ' ~--J -. .. .... ' -:, 'I. -• ....... " . . . 'I. ' ,. ... to. _,. --'. _,...,, ' ' .,.. I U-I\ ' ..., -111 = c>:: 1111 \/''.:. i%, f; -'ti -V ,,,.. I I ..... .... /" \ v N !.W ~ T'=..:.. l "'!;. I 1 _... I., 1 11 i1 ~;:r~ ' V v..-'! / V I ,~ ' _,, ,-~ ~ '/ .,.. ·\~ V tJIIIF _....v L.-""' / _,. ,s,; ...... ,-J ~- "-.... ·-' O I I Ill ,, . I •c . • • 4 '' ,, I 60 ,,, " '!, I I I I II I I I I I I :.; V I I 1 11! I I I I I I I I I 1111 f I I I I 1 r/ ~ ·I I· I II I I II I 1 l I .. ·i ,. :: .S ., .5 .&,7,& I.a !!.C ;LO '-C~~:'JP1Cg .; :i.:i e.sor4 eo,co Pressure Drop (In. w.g. per 100 ft.) ·FD 72-R1 Test Code of the· Air Diffusion Council. Friction less slputed in inches of waler gauge per ~00 ft. e:r straight duct. 3y ing c;:nA or FPM value$ for a given duct dimension, the ·,i n loss can be determined. Conversion cf CFM to FPM also ::an be made. Ff o·d~ct: Data a Leng".h: 7 (other lengths zvailable on request) · • aiameter. c, s-, s-, r, s·, s\ 10~. 1z-. 14·. '1 s·. 1 s-, 20" , aapor Barner. Seamless black polyeth11ena • Erid Treatment: Metal Colfars . vCr9;;ri t7 pfeces per.oarton ,,...,.. ""',JI..,.,., d.,.. _,, be ;,. fn,m ,;,,,.,;. in~"""• "" .~ri nship ~ a p!!ricc! of one ya~r from the cal= :if purc.,ase only r. the di:z ,.,~ _nee in acco:iianc.a with Atco's i::s<~llaticn instruc::icns 2..'1d under :on . :-.s sp:<=ifisd in PJ.ctls perlorma::ce c!.?Z,!,.;n,e buyer·s exi;;lu~ remcdlC:$ :ir 211y del'actm !hit fltxt"ble du:t, sh:.JI b-e rapla::er.ient or rcfi:nd of the Pl.!lCh~ :n~1.. -· k.::l:J's optiol'l, • • . . ,;c ~AKES NO O'i'HER WAnAANTIES. EXPRES.C:: IM?Ll:'.0. S-IAiVTORY OR · JT'. WISS. IN PARilCULAR. ATCO M.AKi:S NO W:..,:U~.:Jl:TY OF ,\!;?: .ANV.BIUiY OR FITNESS FOR A ;,:..;:mcuu..R ?UR?OSE. Kt'CO ,HALL HAVE NO UA511.1TY iO 'i"rii: 81.JYE~ o.:. ANY 11-:IRD PARi'Y FOR 'IC OR CONS:OUENilAL DAMAGES OF A.W'KIND WHATSOEVE."{, ~C' ING. 6Ui NOi LIMITED iO, P!;RSONAL INJURY. PRC?ERTY DAMAGE. 0 ROFiiS OR CiHER ECONOMIC INJURY DU:10 ANY DE.=ECT IN 11-!E '1..::.,,.1 LE DUCTS. • ~.;TE."!IAI..S AND S?EC!Fic:Ai'IONS FOR !HE i=!..EXiSLE DUCIB ARE SUSJ:::Ci ":> .. NGe Wtn-!OU'. ~OTlCE. _ . _ )i.uted by: UPC #087 Wi~ Factory Installed Metal Collars Performance I)ata t · Maximum Fo.sf.ive ?iessure: Z' w,g. • all cfiame~ 1 Maximum Negative Pressurei: ::/4" w.g. -211 di-...m~...ers. • M2:Ximum Veloelty: 5,000 FPM • · VaporTrar.smissien: .17 perm:; , Mi?Ximum Ope.'Gting T~-:ipei.;tt.ires; ·20 deg. r to , 80 deg._ F Continuous (@ Z-pos. 'w.g. :na) -20 deg. F to 250 deg. r lntermr.:tart. (@ HZ' pcs. w.g. max.) . · • R Value: 4.2 ( In accorcianee vr..h ADC fl1:.XI'ble duct perforii'r.ance and L~laticn ~dards (1S9i) using AS™ C-518 at in. st.!lled wali thickness on -flirt insulation only.) , Fla.ile Spreed~ Less than 25 • Smck~ Deveiope± -Less ti'Kin flO INSTA!.lATION: Alrouctconnec:icns and joints sJ:tall be made psr insta!lat:on instructions outm,ec by A TCO Rubber Products, Inc. and as reqdred by tl'!e U~ 161 fisting procedure. 0nsta!Jatfon i~tr-.,1;;:ions :ra includad inside· -~f E~ch c-artcn.) Options • • CIEIT'.ps ~child to ~liars (on~ pc..r e:ortar) • Damper installed in collar on one end • Differem len!;ihs available on reguest _ 1 (EP: (?oiymeric) innGr core p.JPC ii'06~ . Atco Shipping Locati~:rts ..• ·-..... ., . I • Sal!ir.ior;, MO• Cz..-:erS\ille. GA• F:;~ W::irfr',;:X •Gl'5;nsooro. NC• Houst.on:TX Flarrt Ci:;•. ~· ?!!v;~de. CA• Sacra.-n;~to. CA• Springdale. AR ATCO RUBBER PRODUCTS [NC. CORPORATE HEADQUARTERS 7101 GUMM LANE FORT WORTH, TEXAS 76118-7098 PHONE: {817) ss·s-2894 1-800-USS-DUCT (1-800-877-3828) FAX: 1-(S00)-366-3539 S-92 --- .. ·1 I I I I I I I .I I I I I .. 2 ---·-·-----___ .. -------··-··--·, ·--·.• --~-· . -·--·---- I I I -'. I- Model HAD60G (shown above) Model HADSO (sho~ above) - SERIES 60 • 22 gauge galvanized steel frame. • 24 gauge galvanized steel double-wall door. • 1" thick fiberglass insulation. • Zinc plated continuos piano type hinge {HAD models only). • Door-to-frame & frame-to-duct foam gasket • HAD models with 'B's14• have one lock, doors with 8>14• have two locks. • Cad models with 'B'.s 14• have two locks, doors with 8>14• have four locks. • Outside frame size fits hole 1 • smaller than door size. • Minimum size is 6"w x 4 •h. Maximum size is 24 "w x 24 "h. • 22 Gauge galvanized steel door: 0 • Closed cell neoprene gasket D _ • Extra locks: D • Stainless steel construction: 302/304 D 316 D • Ventlock #100 latch: D • See-thru door panel: HAD-GOG D CAD-60G D • 1 • flanged frame: HAD-60F D CAD-60F D a Door side view Rev. 3-19-93 · 1 POTTORFF COMPANY-INC. 700 SOUTH VAIL AVENUE MONTEBELLO, CA 90640 (213) 728-0004 - .. • No measuring (self-adhesive template provided) • Effortless opening and closing (no tools required) • Shape provides a more effective access area UCf Industries, Inc. - www.ductmate,com p · de easy access _into air ducts and units. The door was developed to ovide a soli4, well-insulated, leakproof door that is simple to install. LS T insulated Sandwich Access Door consists of three layers of precision stamped steel. · Tlinside panel consists of two layers of metal which are spot welded t her along the rim encapsulating high density fiberglass insulation- , UL classified FHC25/50. . ,, · sulated doors have similar construction v,ithout the backing plate insulation. 1 TE: The 24" ;: 18" door consists of 011/y two layers of predsion stamped steel A pobiester foam pad installed between the i1111er I and Ot(ter door panels provides i11s11/ation. (The 24".rJB" door i's not available u-ith high de11si91fiberg/ass ittsu/ation). G KET l ed cell neoprene gasket is UL94HFI listed \vith a senice temperature r e of (ASTM D746) -20° F to 200° E The gasket is bonded to the i e of the door to insure consistent installations. SPRINGS l plated conical springs are installed, between the inner and outer , to facilitate opening. BS . Red polypropylene molded knobs have threaded metal inserts to eliminate thld stripping: Knobs are easily turned by hand. Knobs are UL94HB listed. B S Zinc plated carriage bolts are clinched and sealed to the inner door. I IATE dhesive template is provided for the exact size of duct opening r ed. , ·» r. K A G I N G · I N F O. R M A T I O N -_ -· .. . . . . . ... . SIZE 6". 12 8" 18" X 14" 24 18" PART No. DI106GA DI128GA DH814GA DI24I8GA ,.::.:,,.-, No. PER CARTON 10 10 5 2 LBs. PER CARTON 25 35 50 35 Clean-Out · D E S C R I P T I O N ' _. _.-.... ; '. ·. · _.. · . · · : _: •'·./ . . .. : .. . . . .. . . . . . . . . . . . .. ~: : Access door for duct cleaning. To provide easy access into air d·ucts and units. a. PANELS ·-. The Clean~Out Access door consists of two layers of precision stamped, hot-dipped galvanized steel. b. GASKET Closed cell neoprene gasket is IJ194HFI listed with a service temperature range of (ASTM D746) -20° F to 200° E The gasket is bonded to the inside of the door to insure consistent installations . c. SPRINGS Zinc plated conical springs are installed, between the inner and outer door, to facilitate ope~ng. · ·· d; KNOBS Zinc coated wing nuts are easily turned by hand. e. BOLTS Zinc plated carriage bolts are clinched and sealed to the inner door. f. TEMPLATE . Self adhesive template is provided for the exact size of duct opening required. : PACKAGING.~ I N'F·o·n MA rto N'{/-:--·:.-,--\--/?.~ . '' . . . , . . . .. . . ~ ~ \ ' -- SIZE 10" x6" 12" X 8" PART NO. DC106GA DC128GA No. PER CARTON 10 10 LBs. PER CARTON 25 35 .. • • lbservation I !!Iott Clittchtd ond SeaJ •d to Inner Door Shndor4 9olvanlulll thel or 1p.clolly m.lala Mato I Retaining CJ Ip Clou4 c,11 . Nup,.no c., ... l 1'!. ss door which allows inspection of the inside of the duct without door removal. = ';A·s I c1· u·s··E. , .. : ,::·\:· ... _:·. _..,-·:_> < / ... _:t· :.: · _. ;· !I_ . . -· --~·--··.1 ,I.., •. :~ ... ~;{··: ,-,; '-.:•-•••• ,-•. . . . . . To prmide easy access int_o air ducts and unit and allow for \ie\\ing the inside l e duct. The door was developed to prO\ide a solid, leakproof door that is s le to install. ·: 4 2-5/8" \iewport ·safety glass used for window , It to 20· W.G, With no leakage noted ,,1,,,,,,.,.,,.,,,,,,1ua a. .. ~\NEIS e Observation Access Do6r consists of two layers of precision stamped, ot-dipped galvanized steel. . b. GASKET. -~selcell neoprene gasket is UL94HF1 listed \\ith a senice temperature ge of. (ASTM D746) -20° F to 200° E The gasket is pennanently . onded to the inside panel to eliminate leakage. c.ERL"\GS · c plated conical springs are installed, between the inner and outer oor, to facilitate opening. d. KNOBS " ed. polypropylene molded knobs have threaded metal inserts to eliminate read stripping. Knobs are easily turned by hand. Knobs are l194HB sted. e.eLTS nc plated carriage bolts are clinched and sealed to the inner d~or. £ . S . . Safety glass (1/4") is permanently sealed '\\ith silicone. flexi-glass may be l talled if requested. g. IPS · Hot-dipped galvanized steel clips mechanically fasten the safety glass in Ice. h. MPLATE · If adhesive template is prO\ided for the exact size of duct opening required. PART No. D0106GA No. PER CARTON 10 25 Hi-Temp • Flt•t Wuh., 11 1•• Boc:klf'l9 Ploh Access door for round or rectangular duct. To provide easy access into grease duct or high-temp duct systems. The door was developed to provide a solid, leak.proof door that is simple to install. High-Temp access door application approval resides with the authority havi~g jurisdiction. . Available in all sizes of standard flat and round duct access doo~ Tested to 20" \V.G. ,vith· no leakage noted 16 gauge black iro~ backing plate a. PANELS The Hi-Temp Access Door consists of two layers of precision . stamped, hot-dipped galvanized steel and one 16 gaug7 b~ack iron backing plate. The backing plate is spot welded to the ms1de panel. b. GASKET Hi-Temperature Fiberglass Rope (1000°F max) or Ceramic Fiber Gasket (2300°F max-meets l\rPA 96 standards) is permanently bonded to the outside panel of the access door to eliminate leakage. c. SPRINGS Zinc plated conical springs are installed, between the inner and outer door, to facilitate opening. d. KNOBS Zinc coated wing nuts are easily turned by hand. e. BOLTS . . Zinc plated carriage bolts are welded and sealed to the inner door. f. TEMPLATE Self adhesive template is provided for the exact size of duct opening required; "PAC K'A G (NG, i' N f;O.R M.A ll ON·-·~.-·;._:· .. ·:\\}· . ·. . ... . , . . . . . ' . ... .... Available in same sizes as rectangular and round doors. Number per carton is same. .. : · Round Duct I I I I I I I I I I I I I I 4ccess door for round ducts. Cloud C,1 I Ntopren• Goike t · To _provide easy access .. fnfo.air ducts and units. The door was developed to provide a solid, leakproof door that is simple to inst;tll_. . a. PANEIS The insulated Round Duct Access Door consists of three layers of precision stamped steel. • The inside panel <;onsists ~f two layers of metal which are spotwelded together along the rim, encapsulating high density fiberglass . insulation-li1 classified FHC 25/50. Uninsulated doors have similar construction without the backing plate and insulation. * NOTE: T~~ 24" x 18" access door consists of 011{1• tu·o "ta;·ers of pre- ctS1on stamped steel. A pob•ester foam pad installed betu·een the i1111erm1d outer door panels provides i11sulatio11. (The 24" x 18" door is not arailable u•ith high density.fiberglass insulation). b. GASKET Closed tell neoprene gasket is u194HFI listed \\ith a senice temperature range of (ASTM D746) -20° F to 200° E The gasket is bonded to the inside of the door to insure consistent installations. c. SPRINGS Zinc plated conical springs are installed, between the inner and outer door, to facilitate opening. · d.KNOBS Red polypropylene molded knobs have threaded metal inserts to eliminate thread stripping. Knobs are easily turned hy hand. Knobs are UL94HB listed. • e.BOLTS . Zinc plated carriage bolts are cli~ched and sealed to the inner door. f. TEMPIATE . Self ~dhesi\'e template is pro\ided for the exact size of duct opening reqmred. .. PACKAGING INFORMATION DOOR SIZE Duer S1zE. PART NUMBER 8" X 4" 5" -6" DRI846GA 7" -9" DRI849GA 10 per carton 10" -11" DRI8411GA 12 lbs. per carton 12" -14" DRI8414GA 12"x8" 10" -11" DRI12811GA · 12" -14" I)RI12814GA 15" -16" DRI12816GA 10 per carton 17" -18" DRI12818GA 35 lbs. per carton 19" -20" DRI12820GA 16" X 12" 15" -16" DRI161216GA 17" -18" DRil61218GA '· 19" -20" DRI161220GA 21" -22" DRI161222GA 23" -24" DRI161224GA 25" -28" DRI161228GA 5percarton 29" -32" DRI161232GA 29 lbs. per carton 33" -36" DRI161236GA * 24" x-18" 29" -32" DRI241832GA 33" -36" DRI241836GA 37" -40" DRI241840GA 41" -44" . DRI241844GA 45" -48" DRI241848GA 49" -52" DRI241852GA 53" -56" DRI241856GA 2 per cart_on 57'' -62" DRI241862GA · 35 lbs. per carton 63" -144" Consult Factory * 24" x 18" available in 2 panel insulated or u11insu!ated f;t~:1: ;.;.: . ~,..; I ~:,.·-";,-"~ ,s ,· I ·-1 . _ ..... , .-._. -~ · :;:~:~,;~--r~f~ft • Ducts can be disass~mbled and reassembled. • Only I (one) bolt to tighten to complete the connection. • Available for 3" through 14" round duct. 1- I, 1: 1· I 1-_ I I _Ii I 1· I I I I ._, 1··· 1· I uick-Sleeve D E S C R I P· T I O N --. . Quick-Sleeve is a band-clamp connection available for 3" through 14" diameter ducts. :· u As I c· u·s r -,--·_ ---· : , · :-___ : --- ,t\, ' I '• • • '•, ,• •, • • ' To provide a simple, leak-free connection for round ducts used in air-conditioning, ventilation and dust co_llection systems. Airtight No end preparation of ductwork required. For plain or spiral round duct work. No protrusions into th~ airstream. Ideal for ducts carrying dust, etc.· Connection can be disassembled and reassembled. Other alloys, gaskets and testing available .upon request. P_R-0 Ii UC l:·. GU A-R~A NTFE>.-,.-· ·· :; :_ .. <.~ :·\ . ' . . . . . . . _. . . . . ... . ~ Quick-Bleeve is guaranteed against defective material. ~DUCTMATE/ ~ lndustrres, Inc. -· - E. MONONGAHD.A, PA R.D. #3, Box 113 (Rou1e 136) E. Mo~ongahela, PA 15063-9709 800-245-3188 -112-2;s.osoo F.\.X: -112-258:;-19-t LDm,CA 810 S. Cluf A\'CIIUe Lodi, t.\ 95240-3141 800-34+3270 209-333-!6-'!0 fAX: 209·333--i<,·g Round Duct Connector a·~ through 14" I N S TA L [ A T I O N. : I N ·s J. R U C T 1 ·o N S -/· · : .. • . . . " •'! 1. Loosen bolt. 2. Insert each duct about halfway into the Quick Sleeve. 3. Insert mating duct into the Quick-Sleeve. 4. Tighten bolt. Galvanized metal sleeve formed for rigidity and to retain seal. No sharp edges. The polyethylene has sufficient elasticity to accommodate the spiral duct seam. When the connector is tightened the metal sleeve contacts the duct wall to provide rigidity. Part# QS3GA QS4GA QS5GA _QS6GA QS7GA QSSGA QS9GA QSlOGA QSllGA QS12GA QS13GA QS14GA Distributed By: Description 3" Quick-Sleeve 4" Quick-Sleeve 5" Quick-Sleeve 6" Quick-Sleeve 7" Quick-Sleeve 8" Quick~Sleeve 9" Quick-Sleeve 10" Quick-Sleeve 11" Quick-Sleeve 12" Quick-Sleeve 13" Quick-Sleeve 14" Quick-Sleeve Weight± . 760 lbs. (.345 kg) .840 lbs. (.382 kg) .925 lbs. (.420 kg) 1.010 lbs. (.459 kg) 1.110 lbs. (.505 kg) 1.155 lbs. (.525 kg) 1.265 lbs. (.575 kg) 1.49 lbs. (.677 kg) i.58 lbs. (. 718 kg) 1.69 lbs. (. 768 ~g) 1. 77 lbs. (.805 kg) 1.93 lbs. (.877 kg) 88/11-96 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 1 SECTION 5 I I I I I I I I I I I -·--------------+l -------·----· I ! . --------+++--, -------- 1·------)+·-_L_z_-~_--,_--2-=2-=~cs~::s_. ~c;;-____ F_-_l _· ________ ·-_---~-~~---------.. :~:~---.""';-'--~---: : __ --1 _ _ ___ i _t&,-6-&&_Ho_cfrC A~~------------i'.:Ht --···---- . ··:: :·-;~ :. -.·j . ' ----·------' ----~--. ------------·-·------·-·----·----------~------·-- ---1~---.2.fl/bDO ~a ._FT. ___________ ___:._;){-t\, •:·· . : -1--. __,____,j_ __ .. :: -~ ;:--:.·· ---·----------·----------------------1 ~e,_G72L)lR.eD E~ \C{q7 . V~.,__--=G:__ __ '"D_A.~__.;:;._.,,_ --~~~ : C. "5c e: ~ '117~ C-t-\ ~) ---=----J, ____ ---j: __ eACT0'2-'( A ~eiT\ _____ ( G~0f' ~.). __ (_~g&_t)_\,g-e.:=D)--- -1 . '3( Me-NS ___ 3 w~_c_. + ;}_ _ Lfo,.V7 --··---·-··· _______ ·---'~t-1 --,-_3_\ _ _..:..Lu_ot'Y\_ct-L_-_s _____ ~3~-~w~-c~·---r ____ ~ .. LAY~--------------·· --1-~------~-:; . ---·-· ·--'j __ 1 ____________ ,-l--~----1?.~~tGM.e-Q. _________ --------··---------··-··-····-··· •I __ _ -: _ _ . __ ,~ MaJ-,L?_ _ __ _ _________ _z_L\2, c_,__ _-t:_ i __ l.lKfilP._t-.2 _±" 3 __ Lk,_!( s -1----· -------1;, __ W._QrYJ_e.,,J_~--__ 4 .!_W. G, t-·3 f....~ V .5 . ··---__ . I -----------·-----· ----------. ··------. -·· .. -·--·-·· --·-__ .. , ____ _,__,_ --.J ____ ---+-.,__~g,e;~~ AR&A (G Rt:,_l)t:__5) __ ( gE,Q\.)_t gp) _____ --_ 3 MENS ~ tiv ~ + ( l-AV F------------1 :-t-----:=------=--=-------!::::.__y, ··-"---t -----·-... --------------------------- ______ __,_ _ _,__ ___ 3 WOMe-N~ l W ._C __ ,. ___ ±:' ___ _J__.J::--~}I_ ·-----·-·--------·--· _ :I ___ _ . AC;, Tu0l~1'ic:3?. _________________________ _ I M.~ $;,c.._ _____ ....:.._l _w..:.;.._'.• C_._----"· +'---=-I __ (.; ~ tJ I AL.. +-{ /...A ')L -1 wolYM,1~ ~-w. c. -. +-I LAV J --- I I I I I I I I I I I I I I I I I I APPENDIX CHAPTER 29 1997 UNIFORM BUILDING CODE TABLE A-29-A-MINIMUM PLUMBING FIXTURES1,2,3_(Continued) WATER CLOSETS5 LAVATORIESB (fixtures per person) (fixtures per person) BATHTUB OR SHOWER TYPE OF BUILDING OR O9CUPANCY4 MALE FE"!ALE MALE FEMALE (fixtures per person) For the occupancies listed below, use 2,000 square feet (185.8 m2) per occupant for the minimum number of plumbing fixtures. GroupF 1:1-10 1:1-10 one for each two water closets one shower for each 15 Workshop, foundries and similar 2:11-25 2:11-25 persons exposed to excessive establishments, and Grpup H Occupancies 3:26-50 3:26-50 heat or to skin contamination 4:51-75 4:51-75 with irritating materials 5:76-100 . 5:76-100 Over 100, add one fixture for each additional 300 persons. For the occupancies listed below, use the designated application and'200 square feet.(18.58 m2) per occupant of the general use area for the minimum number of plumbing fixtures. . . . . . ' Group I Hospital waiting rooms one per room (usable by either sex) one per room Hospital general use areas 1:1-15 1:1-15 one per each two water closets 2:16-35 3:16-35 3:36•55 4:36-55 Over 55, add one fixture for each . additional 40·person~ . Hospitals Patient room one per room one per room one per room Wardroom one per eight patient~ one per 10 patients one per 20 patients Jails and reformatories Cell one per cell one per cell Exercise room one per exercise room one per exercise room Other institutions (on each occupied floor) one per25 one per 25 one per 10 one per 10 one per eight For the occupancies listed below, use 200 square feet (18.58 m2) per occupant for the minimum number of plumbing fixtures. GroupM 1:1-50 Retail or wholesale stores 1:1-50 one for each two water closets 2:51-100 2:51-100 3:101-400 .3:101-200 4:201-300 5:301-400 Over 400, add one fixture for each. additional 500 males and one fqr each 150 females. For Group R Occupancies, dwelling units and hotel guest rooms, use the chart, For congregate residences, use 200 square feet (18.58 m2) for Group R, Division 1 Occupancies and 300 square feet (27.87 m2) for Group R, Division 3 Occupancies for the minimum plumbing fixtures. GroupR Dwelling units one per dwelling unit one per dwelling unit one per dwelling unit Hotel guest rooms one per guest room one per guest room one per guest room Congregate residences one per 10 · one per 8 one per 12 one per 12 one per eight Add one fixture for each additional Over 12, add one fixture for each For females, add one bathtub 25 males and one for each additional additional 20 males and one for each per 30. Over 150, add one per 20 females. · additional 15 females 20. For the occupancies listed below, use 5,000 square feet (464.5 m2)·per occupant for the minimum number of plumbing fixtures. Group S 1:1-10 1:1-10 one per 40 occupants of each sex one shower for each 15 Warehouses 2:11-25 2:11-25 persons exposed to excessive 3:26-50 3:26-50 heat or to skin contamination 4:51-75 4:51-75 with poisonous, infectious or 5:76-100 5:76-100 irritating materials ~ Over 100, add·one for each '300 males and females. NOTE: Occupant loads over 30 shall have one drinking fountain for each 150 occupants. 1The figures shown are based-on one fixture being the minimum required for the number of persons indicated or any fraction thereof. 2Drinking fountains shall not be installed in toilet rooms. 3When the design occupant load is less than 10 persons, a facility usable by either sex iµay be approved by the building official. 4Any category not mentioned specifically or about which there are any questions shall be classified by the building official and included in the category which it most nearly resembles, based on the expected use of the plumbing facilities. . 5Where urinals are provided, one water closet less than the number.specified may be provided for each urinal installed, except the number of water closets in such cases shall not be reduced to Jess than one half of the minimum specified. . · 6Twentyafour inches (610 mm) of wash sink or 18 'inches (457 mm) of a circular basin, when provided with water outlets for such space, shall be considered equiva- lent to one lavatory. · , I 1-398 I I I I I I I I I I I I I I I I I I SCHIRMER ENGINEERING CORPORATION 11770 BERNARDO PLAZA COURT. SUITE 112 ..._ SAN DIEGO, CA 92128-2519 ..._ PHONE (619) 673-5845 ..._ FAX (619) 673-5849 .FIRE PROTECTION/LIFE SAFETY REPORT For CALLAWAY GOLF BALL MANUFACTURING FACILITY MANUFACTURING AREA CARLSBAD, CALIFORNIA Prepared For: Mr. Andrew Gracey Callaway Golf 2285 Rutherford Road Carlsbad, California 92008-8815 SEC Project No. 2097131-000 August 6, 1998 Revised on November 5, 1998 This report is the property of Schinner Engineering Corporation. Copies retained by the client shall be utilized only for his use and occupancy of the project, not for the purpose of construction of any other projects. fi'8 _,50<..f3 Fire Protection Engineering .._ Code Consulting .... Loss Control .... Security System Design I I I I I II I I I I I ,1· Callaway Golf Manufacturing Area Carlsbad, California TABLE OF CONTENTS October 8, 1998 SEC 2097131-000 INTRODUCTION ........................................................................................................................................................ 1 APPLICABLE CODES .. : .................................................................. , ......................................................................... 1 BUILDING DESCRIPTION ....................................................................................................................................... 2 OCCUPANCY ............................................... '. ............................................................................................................. 2 GENERAL REQUIREMENTS ....................................................................................... , .......................................... 5 CONSTRUCTION AND FIRE-REsISTANCE RATINGS ................... : ................................................................................. 5 ALLOW ABLE AREA .................................................................................................................................................... 6 ALLOWABLE HEIGHT ................................................................................................................................................. 6 OCCUP ANCY SEPARATION .......................................................................... _ ............................................................... 7 MEANS OF EGRESS ........................................... : ........................................................................................................ 8 VENTILATION ............................................................................................................................................................ 8 FIR,E SUPPRESSION SYSTEMREQUlREMENTS ........... -............................... : .................................................................. 9 FIRE FLOW REQUIREMENT1;l ..................................................................................................................................... 11 FIRE DETECTION/ ALARM REQUIREMENTS ............................... -..... : ...................• : ................................................... 11 SMOKE AND HEAT VENTING ........................................................... , ........................................................................ 11 HIGH-PILED STORAGE REQUIREMENTS ........................................................................................................ 12 SEPARATION OF HIGH-PILED STORAGE AREAS ... _ .................................................................................................... 12 SMOKE I HEAT VENTING AND CURTAIN BOARDS ...... _ .............................................................................................. 12 SMALL HOSE STATIONS AND CONNECTIONS ........................................................................................................... 13 FIRE DEPARTMENT ACCESS ..................................................................................................................................... 13 AISLES ......................................................... -........................................................................................................... 14 MISCELLANEOUS REQUIREMENTS ........................................................................................................................... 14 DUST .COLLECTION ........................................................................ ; ...................................................................... 14 SPRAY BOOTHS .......................................... : .......................................................................................................... 18 FUME INCINERATION ............................................ , .............................................................................................. 23 CURING OVENS ..................................................................................................................................................... 23 HAZARDOUS MATERIAL USE AND STORAGE SUMMARY .......................................................................... 24 CONC_LUSION .......................................................................................................................................................... 29 I I I I I 1, I I I :I I I I :I' I 1· :I I· I Callaway Golf Manufacturing Area Carlsbad, California · INDEX OF TABLES October 8, 1998 SEC 2097131-000 Table t -Construction Requirements ................................................................................... , ................................ 5 Table 2-Fire Protection Design Requirements ........................... : ..................................................................... 10 Table 3 -Combustible Dust Summary .................................................................................................................. 15 Table 4 -Combustible Dust Concentration Summary ....................................................................................... 17 Table 5 -Hazardous Material Summary .............................................................................................................. 28 APPENDIX A -REFERENCED FME&R DOCUMENTS · APPENDIX 8 -FLOOR PLAN APPENDIX C -HAZARDOUS MATERIALS SUMMARY I I I I I 1, I I I I I I- I; 'I I I I I I Callaway Golf Manufacturing Area Carlsbad, CA "INTRODUCTION 1 October 8, 1998 SEC 2097131-000 The new Callaway Golf golf ball manufacturing facility will be located at 2180 Rutherford Road in the city of Carlsbad, California. Callaway Golf has retained Schirmer Engineering Corporation (SEC) to assist the project architects, Smith Consulting Architects, with the evaluation of the new facility's fire and life safety code requirements. The project will be completed (and permitted) in three phases, the shell building, the manufacturing area, and the office/prototype areal>. Separate fire protection and life safety reports will be provided for each phase. The fire protection and life safety reports for the shell building (report dated March 5, 1998) and the office/prototype areas (report dated August 19, 1998) have been previously issued. This report will address the fire protection and life safety requirements for the manufacturing area of the facility. The manufacturing area includes all portions of the facility north of column line F (see site plan in Appendix B). APPLICABLE CODES The following codes were used in preparing this report: • Uniform Fire Code (UFC) -1997 Edition • Uniform Building Code (USC) -1997 Edition • Uniform Mechanical Code (UMC) -1,997 Edition • Factory Mutual Engineering and Research (Fly1E&R) Data Sheet 3-26, Fire Protection Water Demand for Nonstorage. Sprinklered Properties, 1992 Edition I I I 1· I I I I I I I I I I I I I I I Callaway Golf Manufacturing Area ·Carlsbad, CA 2 October 8, 1998 SEC 2097131-000 • FME&R Data Sheet 8-9, Storage of Class 1, 2, 3, 4 af!d Plastic Commodities, 1997 Edition • FME&R Data Sheet 7-29, Flammable Liquids in Drums and Small Containers, 1989 Edition • National Fire Protection Association (NFPA) 13, Standard for the Installation of Sprinkler Systems, 1996 Edition. • NFPA 86, Standard for Ovens and Furnaces, 1995 Edition. • NFPA 231, Standard For General Storage of Materials, 1.995 Edition • NFPA 231C, Standard For Rack Storage Of Materials, 1996 Edition The referenced FME&R documents are included in Appendix A of this report.· BUILDING DESCRIPTION The one story plus mezzanine level manufacturing area will occupy the area north of column line F with respect to the remainder of the facility (See attached drawing in Appendix B). This area will be comprised of several occupancies including manufacturing (Group F, Division 1), storage (Group S, Division 1) and hazardous materials storage (Group H, Division 3). OCCUPANCY The manufacturing area will be utilized primarily for the manufacture and high-piled storage of golf balls. The rubber core of the golf balls will be created in the mixing area. Raw materials consisting mainly of solid bales of rubber and granular materials will be stored in bulk on the ground floor and on the mezzanine l~vel. The majority of the granular materials will be pne1.1matically transferred by vacuum to receiver hoppers. Other materials will be loaded into hoppers and transported by elevator lift to the mezzanine level. From the receiver hoppers, the I I I I I I I I I I I· I I I ,, I I I I Callaway Golf Manufacturing Area Oarlsbad, CA 3 October 8, 1998 SEC 2097131-000 materials will be fed at various rates to the mixing machine where they will be combined to form the rubber core. Dust collection will be provided at the receiving hoppers and the mixing machine. The rubber will then run through a milling machine, stored in racks, and then transported to an extruding operation. The pre-formed cylinders will then be compressed into ball forms by using hydraulic presses. After core molding, the cores have excess material known as flashing. The flashing will be removed in a wet process and the resulting slurry will be processed through a filter press and dried in a steam-fired dryer. A portion of the flashing that falls off before the wet process will be ground up and re-used in the mixing process. The plastic inner cover of the golf balls will be created in the injection molding area. Raw materials consisting of surlyn and PVC pallets are mixed together in a closed process in the resin blending area and then pneumatically conveyed to the injection molding machines. Plastic injection molding machines produce the plastic covers which then will be placed around the rubber cores. The seams produced by the core molds will then be removed from the balls using seam buffing machines. Following the application of the plastic cover, the balls may potentially be plasma treated or applied with a coating of aziridine, a Class 111-B combustible liquid, in one of three dry filter type spray booths. Following the .aziridine coating, a polyurethane outer cover will be applied by cast molding machines. The balls will then be conveyed through gas-fired curing ovens at temperatures of 180 to 200°F. Following this curing process, the seams will be removed using seam buffing machines. I I I I I I I I I I I I I I I Callaway Golf Manufacturing Area Carlsbad, CA 4 October 8, 1998 SEC 2097131-000 The golf balls will then be cleaned in preparation for the painting. Included will be washing, rinsing, and drying of the balls. Prior to painting, the balls will be treated in a plasma machine which uses low voltage to ionize th.e atmosphere around the balls. In the painting process, a polyurethane base coat will be applied in an approved spray booth. The balls are then dried in an electric oven. Graphics will be added with a pad printing process . and the balls will be sprayed with a polyurethane coat finish coat and dried again in an electric oven. After drying, the golf balls will be packaged and temporarily stored in the storage area awaiting shipment. The paints used in the finishing operation will be prepared in the mixing kitchen. This room will also be used-for cleaning the paint guns used in the spray. booths. Minor amounts of flammable -. paints and solvents used to clean the guns will be stored in approved flammable liquid storage cabinets. A portion of the golf balls may be provided with additional custom graphics using pad printers in the custom logo area. Mixing of alcohol and oil based inks used for the custom printing will be conducted in an ink mixing room. The inks Will be stored hi approved flammable liquid storage cabinets. The ink cups used for the printing process will be cleaned with flammable solvents in enclosed centrifugal parts washing machines. There will be three parts washing machines each · having a reservoir of 16 gallons. A tool room will be provided for making production molds from machine steels and aluminum. The tool room will contain machining equipment such as drills, lathes, grinders and electric discharge machines (EDM). I I I I I I I I I 1· I I I I I I I I I Callaway Golf Manufacturing Area Carlsbad, CA · 5 October 8, 1998 SEC 2097131-000 A maintenance room will be provided for maintenance and repair of equipment. Equipment in this room will consist of machines such as drill presses, grinders, lathes, band saws and welding apparatus. The north side of the building will contain the mech~nical enclosures. This area will contain enclosures _for electrical equipment, boilers, chillers, the emergency generator, -and air compressors. Storage of hazardous materials will also occur in this area. GENERAL REQUIREMENTS Con_struction and Fi~e-Resistance Ratings The facility will comply with the UBC requirements for Type V non-rated construction. The . . required exterior wall and opening protection based on location to prope~y lines for the proposed occupancies is compliant (UBC Tables _5-A and 6-A) as summarized in Table 1: Table 1 -Construction ~equirements .~-, '_: f: .: :, ':'< :' ··:.:·t~r:i$t'N.d(qpf\: \::~ .. ·,, ;· /:;;~ · . : ~~1t Fitt:lt:ststlniif1R~n1r«t(tii1tim~ort1!\t.j : ' '~ ... " ·::· .. ,.. . Exterior Bearing wall No Requirement Exterior Non-'bearing Wall No Requirement . . Interior Bearing Wall . No Requirement Structural Frame No Requirement Permanent Partitions _ No Requirement Shaft Enclosures 1-hour Floors and floor-ceilings No Requirement Roofs and roof-ceilinos No Requirement Stairway Construction No Requirement Opening Protection Not permitted less than 5 feet. Protected less than 20 feet. I I I I I I I I I I I I I I I I I I I Callaway Golf Manufacturing Area Carlsbad, CA 6 Allowable Area October 8, 1998 SEC 2097131-000 In accordance with Section 505.2 of the UBC, the allowable area of any one or two story building of Groups B, F, Division 1 or 2; S, Division 1, 2, 3, 4 or··5 shall not be limited if the building is provided with an appfO"'.ed automatic sprinkler system throughout and entirely surrounded by public ways or yards not less than 60 feet in width. Since the building will be provided with automatic sprinklers throughout and is entirely surrounded on all sides by public yards of at least .60 feet in width, the requirements for allowable area are satisfied. The Group H, Division 3 occupancy is not specifically allowed within an unlimited area .building. However, since the occupancy is less than ten percent of the total building area and ·will be separated in accordance with the UBC, fhis occupancy is allowed to exist as a minor use within th~ building (CBC Section 504.3). Allowable Height . The allowable height for a building with Type V non-rated construction with the proposed o~cupancies is 40 feet. The maximum height of the building is 35 feet high except for a 3,200 square foot area covering mechanical equipment that projects an additional 10 feet above the roof level for a total height of 45 f~et above the floor. This area contains mechanical production equipment ano is normc1lly unoccupied. Section 1511 of the UBC allows the use of a penthouse to shelter mechanical equipment providing the structure is not higher than 28 feet above the roof level and does not exceed 33.3% of the area of the supporting roof. Since this I I I I I I I I I I I I I I I I I I I Callaway Golf Manufacturing Area Carlsbad, CA 7 October 8, 1998 SEC 2097131-000 enclosure only extends 10 feet above the roof level and covers only approximately 2% of the total roof area, the mechanical equipment area meets the requirements of a penthouse, and the facility meets the general requirements for allowable height. Occupancy Separation In accordance with Table 3-8 of the UBC, occupancy separation is not required between the Manufacturing (Group F, Division 1) and the Storage (Group S, Division 1) occupancies. Occupancy separation construction of 2 hours fire resistance will be provided between the manufacturing area and the 1.,204 $quare foot hazardous mat~rials storage ·room (UBC Section 307.1.4.1) .. Within the mechanical enclosure area, _there will be two natural gas fired boilers having an input capacity of over 10,460,000 BTU per· hour each. Occupancy separation construction of at least one-hour fire resistance will be provided between the manufacturing area and the room housing the boilers (UBC Section 302.5). Within the mechanical enclosure c1rea there will be a 3,800 square foot refrigeration machinery room due to the amounts of refrigerants used. In accordance with Chapter 28 of the UBC, occupancy separation construction of at least one-hour fire resistance will be provided between the manufacturing area and the refrigeration machinery room. I I I I I I I I I I I I I I I I I I I Callaway Golf Manufacturing Area Carlsbad, CA 8 Means of Egress October 8, 1998 SEC 2097131-000 The egress of the facility will comply with the requirements of the UBC. In general, occupants will egress around the perimeter of the building. Two stairs will be provided for the mezzanine level for occupant egress. The mechanical enclosure room housing the natural gas fired boilers will be provided with access to two exits (UBC Section 1007.7). The 1,204 square foot hazardous materials storage_ room will be provided with· access to two separate exits (UBC Section 1007.4.1). The 3,800 square foot refrigeration machine room will.be provided with access to two separate exits (UBC Section 1007.7.2). Ventilation Mechanically operated exhaust ventilation shall be provided sufficient to produce six air changes per hour where Class I, II or Ill-A flammable or combustible liquids are used. These areas inclw;fe the mixing kitchen, paint/finish room, ink mixing room and custom logo room. Such ventilation shall be taken from a point at or near the floor level (UBC Section 1202.2). I I I I I I I I I I I I I I I I I I I Callaway Golf Manufacturing Area Carlsbad, CA 9 Fire Suppression System Requirements October 8, 1998 SEC 2097131-000 The building will be provided with automatic sprinkler protection throughout. Callaway Golf has chosen to provide automatic sprinkler protection for the bl:Jilding in accordance with Factory Mutual Engineering and Research (FME&R) requirements. Since the objective of the FME&R standards. is-to provide property protection, FME&R requirements can be characterized as more rigorous than those required for life safety by· the UBC and UFC. A summary of the automatic fire sprinkler design criteria for the project, as well a comparison between FMER and UBC requirements is shown in Table 2 -Fire Protection Design Requirements. I I I I I I ·I I I I I I I I I I I I I Callaway Golf Manufacturing Area Carlsbad, CA · · 10 October 8, 1998 SEC 2097131-000 Table 2 -Fire Protection Design Requirements · Manufacturing, Tooling, Maintenance Areas High Piled· Storage: 25 foot high with 34 foot high ceiling Hazardous Material Storage Area Mechanical Enclosure Areas 17 /32 inch orifice, 286°F rated standard response automatic sprinklers designed tb provide a density of 0.30 gpm/square foot over the most remote 2,000 square feet. Sprinkler spacing shall not exceed 100 · . square feet. The design shall include a 500 gpm hose stream allowance. In addition, two levels of in-rack sprinklers (at the 10 foot and·20 foot levels) shall be provided. The design of the in-rack sprinklers is based on the 30 gpm from each of the mo$t remote 14 sprinklers (7 on each level). The maximum horizontal s acin of the in-rack s rinklers is 8 feet. · 17/32-inch orifice, 286 degree rated standcird response sprinklers designed to provide a density of 0.25 gpm/square foot for the entire room area. Sprinkler spacing shall not exceed 100 square feet. The design shall include a 500 gpm hose allowance. (This criteria is based upon lJFC requirements for solid pile storage of Class 18 flammable liquids in 55 gallon drums, stored one high.) ½ or 17/32 inch orifice sprinklers designed to provide a density of 0.20 gpm/square foot over the most remote 1,500 square feet. The design. shall include a 250 gpm hose stream allowance. (Ordinary Hazard Group 2 per NFPA 13, Figure 5-2.3) Same (FM Data Sheet 3-26 Table 10) Same (FM Data Sheet 8-9, Table 3.3.7.2 m) Same (FM Data Sheet 7-29 Table 1) ½ or 17/32 inch orifice, high temperature, quick response sprinklers designed to provide a density of 0.20 gpm/square foot over the most remote 3,000 square feet. The design shall include a 500 gpm hose stream allowance. (FM Data Sheet 3-26 Table 7 I I I 1· I I I I I 1· I I I I I I I I I Callaway Golf Manufacturing Area Carlsbad, CA Fire Flow Requirements October 8, 1998 SEC 2097131-000 The required fire flow (water required for fighting fire) in accordance with Appendix Ill-A of the UFC is 4,000 gallons per minute at a minimum pressure of 20 psi. The available water supply information for the site has been determined to be a constant pressure of 101 psi with flow rates from 0 gpm to 4,000 gpm. This supply includes a 10% decrease from the observed pressures. Fire Detection / Alarm Requirements Monitoring is required for all valves controlling the water sup~ly for automatic sprinkler systems and water flow switches (UBC Section 904.3.1). Smoke and Heat Venting Section 906 of the UBC requires that smoke and heat vents be provided in single story areas with Groups B (office), F (manufacturing), M (mercantile) and S (storage) occupancies having over 50,000 square feet in undivided area. The manufacturing area will be subdivided such that there are no areas greater than 50,000 square feet in these areas. Smoke and heat vent requirements for the high-piled storage area are .discussed later in the High-Piled Storage section of this report. · I I I I Callaway Golf Manufacturing Area Carlsbad, CA 12 · HIGH-PILED STORAGE .REQUIREMENTS October 8, 1998 SEC 2097131-000 I The majority of the facility will be utilized for the manufacturing of golf balls. However, a small amount of finished golf balls will be stored in a 15,400 square foot area. The finished golf balls I I I I I I I I I I I I I I will be stored in cardboard boxes in rack storage array to a maximum height of 25 feet. Golf balls, due to their composition of plastic and rubber, have been determined to be a high-hazard commodity. All other storage throughout the building will be below the threshold for high-piled storage. Separation of High-Piled Storage Areas Section 8102.3 of the UFC requires occupancy separation between multiple high-piled storage areas and separation of mixed occupancies in accordance with the UBC. Since high-piled storage will only occur in the finished product storage, occupancy separation between multiple high-piled storage areas does not apply. In accordance with Table 38 of the UBC, occupancy separation is not required between a manufacturing (Group F, Division 1) occupancy and a storage (Group S, Division 1) occupancy. Therefore occupancy separation of the high-piled storage area from other areas of the facility is not required. Smoke / Heat Venting and Curtain Boards UFC ·sections 8102.7 and 8102.8 require smoke vents and draft curtains in high-piled storage facilities base on specific size and commodity type. Since the finished goods storage area will exceed 2,500 square feet in size, smoke vents and draft curtains are required. The required I I· I I I I I I I I I I I I I I I I I Callaway Golf Manufacturing Area Carlsbad, CA 13 October 8, 1998 SEC 2097131-000 smoke/heat vents and draft curtains will extend to the lesser of 15 feet beyond the high piled storage area or to a permanent partition (UFC Section 8102.2). Smoke Heat vents will be provided at a ratio of 1 square. foot of vent for every 40 square feet of roof area over the high-piled storage area. Six foot deep curtain boards will be provided such that the maximum area formed by the curtain boards does not exceed 6,000 square. The maximum spacing between vent centers will not exceed 90 feet and the maximum distance to vents from walls or curtain boards will not exceed 45 feet (UFC Table 81-B). Small Hose Stations and Connections 1 ½ inch hose valves and stations shall be provided throughout the storage area such that all storage is within reach of 100 feet of fire hose and a 30-foot hose stream (UFC Section 8102.9). Fire Department Access Access roadways are provided within 1.50 feet of the building on the east, west and north sides. Rutherford Road, a public street, will provide access to within 150 feet of the south side of the building (UFC Section 8102.6). Fire department access doors will be provided every 100 lineal feet or major fraction thereof, of the exterior walls that face required access roadways for the high-piled storage area (UFC Section 81 o~.6.2.2). I ·I I I I I I I. I I I I I I I I 1· Callaway Golf Manufacturing Area Carlsbad, CA 14 Aisles October 8, 1998 SEC 2097131-000 Aisles of a minimum width of 8 feet will be provided to exits and fire department access doors in the high-piled storage area containing high-hazard commodities (UFC Section 8102.10). Misc.ellan~ous Requirements The following miscellaneot,Js requirements for the high-piled storage area in accordance with . . Article 81 of the UFC will be provided: · • Smoking will be prohibited. Approved ·No SMOKING signs will be conspicuously posted (UFC Section 8101.6.2.2). • When restocking is not being conducted, aisles will be kept clear of storage, waste material and debris. Fire Department access doors, a_isles and exit doors will not be obstructed (l.JFC Section 8101.6.3). DUST COLLECTION The rubber core mixing process utilizes various inert and combustible solids in powdered form. Combustible dusts, when suspended in air in sufficient concentrations in a confined space can burn at an explosive rate in the presence· of an ignition source. The smallest concentration of dust in a given volume of air that will explode, measured in pounds or ounces per cubic foot, is known as the minimum explosive conc~11tration (MEC). Each of the solid materials to be used in the process were evaluated for combustibility based on data from Material Safety Data I Sheets, FME&R Standards, U.S. Bureau of Mines (USBM) and National Fire Protection I I I I I I I I I I I I I I I I I ·,I Callaway Golf Manufacturing Area Carlsbad, CA 15 October 8, 1998 SEC 2097131-000 Association (NFPA) Standards. The minimum explosive concentrations for each of the solid materials used is shown in Table 3 -Combustible Dust Summary. Table 3 -Combustible Dust Summary Material Minimum Explosive Concentration Source Baryte Inert MSDS Titanium Dioxide .. Inert MSDS Zinc Oxide Inert MSDS Zinc Diacrvlate (ZDA) 0 .. 03 oz/cu. ft. (0.Qb19 lb/cu. ft:) NFPA Zinc Stearate 0.02 oz/ cu. ft. (0.0013 lb/cu. ft.) USBM Trigonox 29-408 (Peroxides) 0.03 oz/cu. ff. (0.0019 lb/cu. ft.) FME&R Regrind 0.03 oz/cu. ft. (0.0019 lb/cu. ft.) FME&R The elements of equipment where combustible dusts are likely to be present in concentrations . . at or above the minimum explosive concentration were also evaluated. The baryte, zinc oxide, zinc stearate and trigonox will each be unloaded from bulk bags into -separate storage hoppers at the floor level. From the storage hoppers, the materials will be pneumatically transported under negative pressure to a vacuum receiving hopper at the mezzanine level. The zinc diacrylate Will be unloaded from bulk bags into a portable bin which will be transported by elevator lift to the mezzanine level. The regrind material will be delivered to the mezzanine level by elevator and will be hand scooped into a receiving bin. The materials are then gravity .fed from the receiving hoppers or portable bins to individual loss-in-weight feeders which in turn feed the materials at various rates into a check weigh hopper. From the check weigh hopper, the materials enter the mixing machine through a charge chute. A separate check weigh hopper and charge shut will be provided for the trigonox. Dust collection pick up poin~s will be provided at the. individual loss-in-weight feeders and at various openings at I the mixing machine·. I I I I· I I I I: I I I I I I I I I I Callaway Golf Manufacturing Area Carlsbad, CA 16 October 8, 1998 SEC 2097131-000 Since the mixing operation is a batch process, the feed rate of the materials being pneumatically transported to the receiving hoppers will vary from zero pounds per hour to 2,000 pounds per hour as the materials are drawn _from the hoppers. Accordingly, it is expected that the concentrations of zinc stearate and trigonox dusts within the ducts used for pneumatic transport of materials will exceed their respective minimum explosive concentrations. Section 609.5 of the UMC requires that ducts conveying explosive dusts shall have explosion vents, openings protected by flashback swing valves or rupture diaphragms. Openings to relieve explosive forces shall be located outside the building. When relief devices cannot provide sufficient pressure relief, ductwork shall be designed to withstand an internal pressure of not less than 100 pounds per square inch. Since it is not practical to provide explosion venting to the outside of the building, the ducts used for pneumatic conveyance of these materials will be designed to ) withstand an internal force of 100 pounds p.er square inch. The potential airborne concentrations of dust liberated in the air and subsequently picked up within the dust collection system was conservatively estimated to be 1 % of the amount added to the batch. An additional amount of conservatism was included by ignoring the effect of dilution by the addition of inert materials in the various process streams. The amount of dust captured divided by the ventilation rate of the dust collection system at the point of collection yields the dust concentration in the duct. As shown in Table 4 --Combustible Dust Concentration Summary, the concentrations of combustible dusts within the dust collection ducts are well below the minimum explosion concentrations. Accordingly, explosion venting or increased strength for confinement is not needed for the dust collection ducts. The dust collector, located I on the roof of the building will be provided with explosion relief vents. I I I I I I I I I I I I I I I I I 1. I I Callaway Golf Manufacturing Area Carlsbad, CA 17 October 8, 1998 SEC 2097131-000 a e -om us 1 e us T bl 4 C b f bl D t C t f s oncen ra 10n ummary Pick-up Point Combustible Amount Ventilation Dust Minimum Material Captured by Rate Concentration Explosive Feed Rate Dust Collection (cu. ft./mih) (lb/cu. ft) Concentration (lb/min) System (lb/ cu. ft.) (lb/min) Zinc Stearate 1.0 0.01 150 0.0001 0.0013 Feeder Zinc Diacrylate EL17 0.0617 .. 400 0.0002 0.00·19 Portable Bin Zinc Diacrylate 6.17 0.0617 150 0.0004 0.0019 Feeder Regrind 1.5 0.015 150 0.0001 0.0019 · Feeder Trigonox 0.33 0.0033 150 0.00002 0.0019 Feeder Trigonox 0.33 0.0033 200 0.00002 0.0019 _Weigh Hopper Trigonox 0.33 0.0033 200 0.00002 0.0019 Charge Chute Other Charge 8.67 o .. 0876 400 0.00022 0.0019 Chute Charging Door 9.0 0.09 1,000 0.0001 0.0019 Mill Hood 9,0 0.09 4,800 0.00002 0.0019 The following additional safeguards required by the CFC and CBC will be provided for the dust collection equipment: • Dust-producing and dust-agitating machinery, such _as.grinding mills and separators, and · . elevators, elevator legs, spouts, hoppers and other conveyors will be provided with casing or enclosures maintained as nearly dust-tight as possible (UFC Section 7602). · • The power supply to the rubber mix~r, milling machine, and seam buffer will be interlocked with the dust collection equipment so that these machines cannot be operated without the dust collection equipment in operation (CFC Section 7604). .1 I I I I I I I I I 1· I I I I I I I I Callaway Golf Manufacturing Area Carlsbad, CA 18 October 8, 1998 SEC 2097131-000 • Accumulation of dust will be kept at a minimum in the interior of building's. Accumulated dust on floors and other surfaces will be collected by vacuum cleaning.· Forced-air or similar devices will not be used to remove.dust from surfaces (UFC Section 7605). • Artificial lighting in areas containing dust-producing or dust agitating operations will ·be by electricity with wiring and electrical equipment installed in accordance with the Electrical Code. Machinery and metal parts of crushing, drying, pulverizing and conveying systems will be electrically grounded in accordance with the Electrical Code. Static electricity will be removed from machinery and other component parts by permanent grounds or bonds or both. The design and installation of such grounds will be in accordance with approved standards (UFC Section 7606). • Air contaminated with explosive dusts will not be re-circulated (UMC Section 505.3) • The velocity of air within the duct~ will not be ·less than 2,500 feet per minute (UMC Section 505.4). • Accessible cleanouts will .be provided at 10-foot intervals and at changes in direction. Access openings will. also be provided for other equipment within the ducts which requires servicing (UMC Section 609.4). • Ducts will have a clearance from combustibles of not less than 18 inches (UMC Section 609.8). SPRAY BOOTHS The application of flammable coatings t9 the g~lf balls will occur in two separate areas in the process. Following the injection molding of the plastic covers, an aziridine coating may be applied to the balls within a dry filter type spray booth. Three separate booths, each I I I I I I I I I I ·1 I I I I I I I I Callaway Golf Manufacturing Area Carlsbad, CA · ' 19 October 8, 1998 SEC 2097131-000 approximately 200 square feet in area will b~ provided for this process. The spraying process will produce 0.038 gallons of flammable vapors per minute in each booth. Each booth will be provided with 3,000 cfm of exhaust ventilation. In the finishing process, a flammable polyurethane base coat and. top coat will be applied to the golf balls. There will be three finishing lines. Each finishing line will have two separate spr~y booths approximately 20 square feet in. area to apply a base coat and a top coat. The spraying process will produce 0.0032 gallons of flammable vapors per minute in each booth. Each booth will be supplied with 1,000 cfm of exhaust ventilation. The vapors collected in the spray booths will be collected and burned off in a .fume incinerator located on the roof. The aggregate area of the.spray booths (approximately 720 square feet) will be less tha.n 10% of the building area and the allowable area for a Group H, Division 2 occupancy (UFC Section 4502.2.2). ' . Section 505 of the UMC allows ducts containing flammable vapors to pass through other areas of the building when the concentration of flammable vapors or fumes is less than 25% of their lower flammability limit In accordance with NFPA 86, Standard for Ovens and Furnaces, the amount of ventilation air needed to dilute the fumes produced by one gallon of a flammable solvent to 25% below it's lower explosive limit is given by the following formula: I I I I I I I 1- 1·_ 1· I I I I I I I I I Callaway Golf Manufacturing Area 20 Carlsbad, CA · Where: Q = 4 X (8.328/0.075) X (SpGrND) X ((100-LEL)/LEL) Q = volume of dilution air (cu. ft.) SpGr = specific gravity of solvent VD = vapor density of solvent LEL = Lower Explosive Limit of the solvent (%) October 8, 1998 SEC 2097131-000 . The amount of solvents being emitted in the aziridine spray booths will be 0.038 gallons per minute. Each of the-aziridine spray booths will be provided with 3,000 cfm of ventilation. As · indicated in the Material Safety Data Sheets, the aziridine has the following properties: Specific Gravity = 1.1 . Vapor Density = Heavier than. air Lower Explosive Limit = 1.2% Since the vapor-density of the aziridine is unknown, a value of t, which is the vapor density of 'air, wlll be used to be conservative. Applying these figures into the aforementioned equation yields a ventilation rate of approximately 1,524 cfm of ventilation needed to dilute the flammable vapors. to 25% of the lower explosive limit. The actual ventilation rate of 3,000 cfm will provide an additional safety factor of approximately 2 in addition to the assumption made for the vapor density. The amount of solvents being emitted in each of the six spray booths on the finish line will be -0.0032 gallons per minute. Each booth will be provided with 1,000 cfm of ventilation. As indicated in the Material Safety Data Sheets, the materials being sprayed on the golf balls in the finish line have the fo~lowirig properties: · Specific Gravity = 1.26 Vapor Density = Heavier than Air Lower Explosive Limit = 0.9% Since the actual vapor density is unknown, a value of 1 will also be used to be conservative. I I I I I I I I I I I I I I I I I I I Callaway Golf Manufacturing Area Carlsbad, CA 21 October 8, 1998 SEC 2097131-000 Inserting the above values into the aforementioned equation yields a ventilation rate of approximately 197 cfm of air needed to dilute the flammable vapors to 25% of their lower explosive limit. The actual ventilation rate of 1,000 cfm wjll provide an additional safety factor of .5 in addition to the assumption made for the vapor density. The following &af1aguards Will be ·provided for the spray booths and associated exhaust ducts: • -Spray booths will be sub&tantially constructed of steel not less than 0.044 inch (18 gage) in thickness or other approved noncombustible materials (UFC Section 4502.2.1 ). • fnterior surfaces of spray booths wili be smooth and continuous without' edges and otherwise designed t? prevent pocketing. of residue, to allow free passage of exhaust air from all parts of the interior and to facilitate washing and cleaning without injury (UFC Section 4502.2.3). • Floors of spray booths will be of noncombustible material or shall be covered with a noncombustible, non-sparking material of such character to facilitate safe cleaning and removal of residue (UFC Section 4502.2.4). • Spray booths will be separated from other operations by not less than 3 feet or by partitions (UFC Section 4502.2.7). • All porticms of spray booths will be readily available for cleaning, and a clear: space of not less than 3 feet will be kept free of storage or combustible materials (UFC Section 4502.2.8). • Metal parts of spray booths, exhaust ducts and piping systems conveying Class I or II liquids will be electrically grounded in accordance with the Electrical Code (UFC Section 4502.4.4). • Mechanical ventilation will be kept in operation at all times while spraying operations are being conducted and for a sufficient time thereafter to-allow vapors from drying coated I I I I I I I I I I I ·I I I I I I I I Callaway Golf Manufacturing Area Carlsbad, CA 22 October 8, 1998 SEC 2097131-000 articles and finishing material residue to be exhausted. Spraying equipment will be interlocked with the ventilation of the spraying area such that' spraying operations cannot be conducted unless the ventilation system is in operation. Air exhausted from spraying operations will not be recirculated (UFC Section 4502.5.1). • Ventilation systems will be designed, installed and maintained such that the average air velocity over the open face of the booth, or booth cross section in the direction of airflow during spraying operations, will not be less than 100 lineal feet per minute (UFC Section 4502.5.2). • Electric motors driving exhaust fans will not be placed inside booths or ducts. Fan rotating elements will be nonferrous or non-sparking or casings shall c_onsist of or be lined with such material. Belts will not enter ducts .or booths unless belts and pulleys within a duct or booth are tightly enclosed (UFC Section 4502.5.4). • Exhaust ducts will have a clearance from combustible construction or material of not less than 18 inches (UFC Section 4502.5.6). • The mechanical ventilation system will have air intake ducts extended to pick up flammable vapor within 6 inches of the floor of the booth (UFC Section 4502.5. 7). • Exhaust ducts will not include individual bends exceeding 45 degrees measured from the center line of the duct. Bends, t1.1rns and elbows in ducts and pipes will be co~structed in a manner which does not reduce the cross-sectional area of the duct or pipe (UFC Section 4502.5.8). • Cleanout openings will be provided at 10-foot intervals and at changes of direction. Access openings will also be provided to qther equipment within the ducts that require servicing (UMC Section 609.4). I I I I I I I I I I I I- I I I I I I I Callaway Golf Manufacturing Area Carlsbad, CA 23 October 8, 1998 SEC 2097131-000 • Ducts having cross-sectional dimensions larger than 10 inches will be provided with automatic sprinklers. The sprinklers will be located 12 feet apart in horizontal ducts and at the top of ducts in vertical sections (UMC Section 609. 7). FUME INCINERATION A gas-fired thermal oxidizer (fume incinerator), located on the roof, will be used to collect and burn off the volatile organic compounds (VOC's) produced in the spr13ying and printing operations. Thermal oxidizers are not spec;ifically regulated by the UFC or UBC, however, protection requirements for fume incinerators are contained within Chapter 6 of NFPA 86, Standard for Ovens and Furnaces. The following safeguards as specified Chapter 6 of NFPA 86 will be provided for the. thermal oxidizer: • Interlocks will be provided to prevent the introduction of vapors· into the fume incinerator before the normal operating temperature has been maintained. • A high temperature limit controller will be provided to prevent the uncontrolled temperature rise in the fume incinerator. Operation of the excess temperature limit controller will interrupt fuel to the fume incinerator burner and will interrupt the source of fumes to the incinerator. • Approved combustion controls will be provided on the fuel train and burners. CURING OVENS- Following the application of the exterior plastic cover, the golf balls will be conveyed in natural gas-fired curing ovens. There will be six ovens each with an input capacity of 700,000 BTU/hr. I I I I I I Callaway Golf Manufacturing Area Carlsbad, CA 24 October 8, 1998 SEC 2097131-000 The temperature inside the ovens will be regulated at 180 to 200°F. The following safety features in accordance· with Article 62 of the UFC will be provided for the curing ovens: • Ovens will be constructed of non-combustible materials and insulated such that the surface temperature of the ovens does not exceed 160°F. I • The ovens will be provided with explosion venting at a ratio of 1 square foot of venting for I I I I I I I I I I I I every 15 cubic feet of oven volume. • Suitably interlocked ventilation controls will be provided which will ensure required ventilation of the system. • Suitably interlocked fuel-gas safety controls will be provided and arranged to minimize the possibility of dangerous accumulations of explosive air-fuel mixtures.· • Excess temperature controls will be provided to maintain a safe operating temperature within the oven. HAZARDOUS MATERIAL USE AND STORAGE SUMMARY Flammable liquids in containers ranging in size from 1 quart containers to 55 gallon drums will be stored in a 1,204 square foot hazardous materials storage room in quantities greater than the exempt amounts allowed by the UFC and UBC (Group H, Division 3 occupancy). The liquids in 5 gallon and smaller containers will be stored in flammable liquid storage cabinets and the 55 gallon drums will be stored on end one level high on the floor. The room will be used for storage only With no open use, mixing or dispensing. The aggregate quantity of flammable liquids stored in the hazardous materials storage room will be below 1,000 gallons. Section 8003.1.3 of the UFC requires that rooms, buildings or areas used for the storage of hazardous I I I I I I I I I I I I I I I I I I I Callaway Golf Manufacturing Area Carlsbad, CA 25 October 8, 1998 SEC 2097131-000 materials liquids be provided with spill control and secondary containment when the capacity of ' individual containers exceeds 55 gallon or the aggregate capacity of multiple containers exceeds 1,000 gallons. Since the largest size containers to be stored in this room will not exceed 55 gallons and the aggregate quantity of hazardous materials will not exceed 1,000 gallons, spill control and secondary containment will not be needed. The following safeguards will-be provided for the hazardous material storage room: • Mechanical ventilation will be provided at a rate of not less than 1 cubic foot per minute per square foot of floor area. The exhaust will be taken from a point within 12 inches of the floor and the location of both the exhaust arid inlet air openings will be arranged to provide air movement across all portions of the room. A manuai st,utoff control will be provided outside of the room in a position adjacent to the access door to the room or in an approved location. The switch will be of the break-glass type and shall be labeled VENTILATION SYSTEM EMERGENCY SHUTOFF (UFC Section_ 8003.1.4). • One or more portable fire extinguisher having a rating of not less than 20-B will be located within 10 feet of the hazardous materials storage area (UFC Section 7902.5.11.5.2). Other hazardous materials to be used in the facility can be characterized mainly as solid and granular materials used for core and plastic cover production. These materials are generally irritants and sensitizers, with lesser amounts displaying other physical and health hazard characteristics. With the exception of Class I-B and I-C flammable liquids, which will be stored in a separat~ room meeting the requir~ments for a Group H, Division 3 occupancy, the amounts of hazardous materials used and stored in the manufacturing area will be below the exempt amounts specified by the UBC and UFC. I I I I I I I I I I I I I I I I I I I Callaway Golf Manufacturing Area Carlsbad, CA 26 October 8, 1998 SEC 2097131-000 A summary of the types of hazardous materi~ls in use and storage within the manufacturing control area is shown in Table 5, (Hazardous Materials Summary). The manufacturing control area includes a portion of the Office/Prototype area which is discussed in detail in the Fire Protection/Life Safety Report dated August 18, 1998. The hazardous materials that are used and stored within the portion of the manufacturing control area that extends into the Office/Prototype area (south of column line F) have been included in Table 5. A summary of the hazardous materials used and stored in the manufacturing area is included in Appendix C. The general safeguards required for the use and storage of hazardous materials in non- hazardous occupancies will be provided. Following is a summary of these requirements: • Design -and construction of containers, cylinders and tanks: Containers shall be designed and constructed in accordance with nationally recognized standards (UFC Section 8001.4.2) • Maintenance -Equipment, machinery, ~nd required detection and alarm systems associated with hazardous materials shall be maintained in an operable condition. Defective containers, cylinders, and tanks shall be removed from service, repaired or disposed of in an approved manner. Defective equipment or machinery shall be removed from service and repaired or replaced. Required detection and alarm systems will be replaced or repaired where defective (UFC Section 8001.4.7). • Material Safety Data Sheets (MSDS) -MSDS will be readily available on the premises for all hazardous materials regulated by Articl1;3 80 (UFC Section 8001.6). • Identification Sigps -Visible hazard identification signs as specified in UFC Standard 79-3 will be placed at entrances to the locations where hazardous materials are stored, dispensed, used or handled in quantities requiring a permit. Individual containers, cartons I I I I Callaway Golf Manufacturing Area Carlsbad, CA 27 October 8, 1998 SEC 2097131-000 or packages will be conspicuously marked or labeled in accordance with nationally recognized standards (UFC 8001.7). I • Separation of Incompatible Materials (UFC Section 8001.11.8) -Incompatible materials in I I I I I I I I I I storage and storage of materials incompatible with materials in use will be separated when the stored materials are in containers having a capacity of more than 5 pounds or ½ gallon. Separation shall be accomplished by the following: 1. Segregating incompatible material storage by a distance of not less than 20 feet. 2. Isolating incompatible material storage by a noncombustible partition extending not less than 18 inches above and to the sides of the stored material. 3. Storing liquid and solid material in hazardous materials storage cabinets. 4. Storing compressed gases in gas cabinets or exhausted enclosures. I I I I I I I I I ·1 I I I I I I I I I Callaway Golf Manufacturing Area Carlsbad, CA 28 Table 5 --Hazardous Material Summary 1• 3 Material Use (Open) Amount$ Storage Amounts Classification Proposed / (Allowed) Proposed I (Allowed) Flammable Liquids 27.9 gal I (30 gal) -1-8 176.0 gal I (See note 2) I-C 25.7 gal I (40 gal) 148.6 gal/ (See note 2) Combir:iation 53.6 gal / (6_0 gal) 324.6 gal I (See note 2) 1-8 andJ-C Combustible Liquids Class II 4 .. 1 gal / (60 gal) 8.8 gal I (240 gal) Class Ill-A 4.8 gal I (160 gal) 6.8 gal / (660 gal) -Class 111-8 124.5 gal/ {3,300 gal) 598.5 gal/ (N.L.) ClassV . Organic Peroxides 209.4 lbs/ (N.L.) 1,004.4 lbs/ (N.L.) Class I Water Reactive 2.5 lbs l(N.L.) 2.5 lbs/ (N.L.) . Irritants 12,746 lbs/ (N.L.) . 71,034 lbs/ (N.L.} Sensitizers 2,087 lbs/ (N.L.) 20,609 lbs/ (N.L.) Other Health Hazards 695 lbs/ (N.L.) 2,234 lbs/ CN.L.) Corrosives 7 lb/ (2,000 lb) 10 lb/ (10,000 lb) Toxics. 47 lb/ (250 lb) 96 lb/ (1,000 lb) Oxidizer :-Gas 0 cu.ft. (N.A.) 291 cu.ft./(1500 cu.ft.) October 8, 1998 SEC 2097131-000 Total Use and Storage Amounts Proposed/ (Allowed) 203.9 gal I (See note 2) 174.3 gal/ (See note 2) 378.2 gal I (See note 2) 12. 9 gal / (240 gal) 11.6 gal / (660 gal) 723.0 gal/ (N.L.) 1,213.8 lbs/ (N.L.) 5.0 lbs/ (N.L.) 83,780 lbs/ (N.L.) 22,696 lbs/ (N.L.) 2,929 lbs/ (N.L.) 17 lb/ (10,000 lb) 143 lb/ (1,000 lb) 291 cu.ft./(1500 cu.ft.) 1. All materials which are used and stored in either solid or liql,lid state have been converted to solid state using a conversion factor of 10 pounds per gallon. 2. The storage of Class I-B and Class I-C flammable liquids will be within a hazardous material storage room meeting the requirements for a Group H, Division 3 occupancy, therefore the exempt amounts do not apply. 3. Includes materials located in the office/prototype area for this control area. I I I I I I I I I I I I I ,I I :1 I I. I Callaway Golf Manufacturing Area Carlsbad, CA CONCLUSION 29 October 8, 1998 SEC 2097131-000 In conclusion, the manufacturing area of the building meets or exceeds the requirements of the USC and ·uFC due to the provisions for the safe use and storage of hazardous materials and the high level of automatic fire sprinkler protection provided. Prepared By: SCHIRMER ENGINEERING CORPORATION wJJ~ ;eLli· William M. Cline, P.E. · Reviewed By: SCHIRMER ENGINEERING CORPORATION ~g,1µ~~ Garner A. Palenske, P.E Engineering Manager I I I I I- I_ I I I I I I I I 1. I I I· I APPENDIX A REFERENCED FME&R DOCUMENTS I I I I I I ·I I I I I I I I I I I I i WATER DEMAND FOR NONSTORAGE SPRINKLERED PROPERTIES 3-26 Page 5 Table 2. Fire Protection_ Water Demand for Nonstorage Sprinklered Properties (Cont'd.). Occupancy General Qccupancy Exception to the General Occupancy Water Demand ORAS* Description Water Demand ORAS* H. Food processing operations 1. Storage in excess of normal Applicable storage low piled, in-process storage. data sheets Occupancies in which food for consump- tion by humans or animals is manutac-Table 6 Yes* 2. Oil cookers, distilling and other Applicable flamma-No tured or processed.-It also includes , operations where large quanti-ble liauid data tobacco processing and low hazard chem-ties of flammable liquids are sheets ical operations where no flammable liq-involved. uids or gases are involved, such as ice, soap making and sugar refining, except 3. Operations involving flamma-Section B of this as noted. ble and combustible hydraulic table fluids. Examples: Dairy processes, breweries, wineries, soft drink packing; grain. cereal and malt pr9cessing; cornstarch making; coffee, cocoa and nut grinding and roast- ing; bakery and confectionery making; tea blending; meat P.acking; fruit and veg- etable cooking, canning, ,freezing. drying and packing; sugar processing; gelatin manufacturing; water treating. I. .Plastics processing and molding 1. Storage in excess of normal Applicable storage low piled, in-process storage. data sheets Occupancies in which--plastics are the Table 10 Yes* basic material involved in the operation 2. Catalytic spraying and other Table 3 or applica-No exc!;lpl as noted. i · operations where large quanti-ble flammable liquid I I · ties of flammable liquids are data sheets ] Examples: Plastic m~lding, cutting and involved. l forming: manufacture of plastic learns. I I • • i sheets, rods and filaments, from resins. I 3. Operations involving fiamma-Section 8 of this i plastics curing and drying; uphols,enng I ble or combustible hydraulic table ! with foams. Manufacturing using pias,ic ! fluids. j parts · · . · 1 I 4. Processing where in-process Table 7 Yes* I I ! plastic storage is scant. i i 5. Large plastic boat or other Table 8 No I structures obstructing sprinklers. J. Mercantile areas 1. "Warehouse stores" or whole-Applicable storage sale mercantile buildings where data sheets Retail stores and similar ordinary hazard Table· 6 Yes* mercnandise is displayed on buildings open-to the ·public except as racks or shelves typical of those noted. found in warehouses. Stock rooms a11d warehouse areas in Examples: Grocery, department, cloth-retail stores. ing, naraware, drug and similar retail stores; bowling alleys. theaters, 2. Exhibit halls with unusually Table 8 No auditoriums and display areas. I · high ceilings, high concentration or shielding of combustibles. (Table 2 cont'd.) I I I I I I I I I I I· I I I I I I I· I 3-26 WATER DEMAND FOR NONSTORAGE SPRINKLERED PROPERTIES Page 6 table 2. Fire Protection Wa_ter_ Dem,md for Nonstorage Sprinklered Properties (Cont'd.). Occupancy General Occupancy _ Exception to the General Occupancy Water Demand loRAS" I Description Watar Demand l K. Power houses; utility and equipment I ·'rooms I I Occupar.cies relating to utilities. such as Table 7 heat. lich: and power oeneratIcn or trans- I • • -• • • -. ! mIssIon, remgeranon or compressor ! rooms, except as noted. Examples: Engine rooms. refrigeration ano air compressor rooms, power and switch gear rooms. air conditioning eqt:11p- mem rooms. I ' L Electronic -electrical manufacturing Table i 1 and assembly I ' / M. Miscellaneous occupancies I. Mobile _home or modulc;r building sub- : assembly where finished enciosure is present and has a combusrible interior. Mobile home or modular building·sub- 1 assembly where flat wood wall or floor I panels are present with no storaoe i beneath. - J Uns~rinklered tables. such as textile c:.it- ting tabies 4-5 it (l.2-1.8 m} wide with storage beneath. Unsorinklered tables. such as textile cut, ting tables greater than 5 ft (1.5 m) wide , with storage beneath. i · I Auto carking garages. i N. Miscellaneous NonmanutacttJring ' . ' i Occuoanc:es not involving storage or i manufac:urina. I - ; Exampies: Aoartments, club reams. data : processing, drafting, hospitals. institu- I tional, kitchens. libraries. offices. photo-I graphic: processing areas, restaurants, schools I I tTable· 8 Tabie 9 I I Table 9 ! Table 8 I I ! Table 6 Table 12 1. Boiler rooms. [If there is an I Taole 6 exposed fuel tank in the room, I increase the density to 0.25 ! 1 Yes* gpm/sq ft (10 mmimin) over I Table 7 area.] ' I Table 6 2. No oil-filled electrical equio- ment or other flammable liquids I , or gasses such as oil lubrication i or cooling systems. ! i 3. Telephone switchgear rooms. ! D.S. 5-14 ! 4, Operations ·involving flamma-Section S of this ble hydraulic oils. table 5. Nuclear power plants. D.S. 7-63 5. Generator rooms. l D.S. 5-12 Yes*. 1. Operations invoIving large Table 3 er applica- quantities oi flammable liquids. ble flammable liquid data shee:s 2. Operations involving flamrna-1 Section a of this I ble hydraulic oils. ; tao!e l ' i : 'None No No i No i No I I Yes~ 1. Libraries with large stack D.S. 2-8N rooms. ~oa. not use ORAS in areas having accumulations of oil, dust, .lint ·or other combustible residue. !oRAs---I Yes Yes - 'No No I i i I I I i i I ! i I i I I I I I- I I I I I 1- I I I I I I I I 1· WATER DEMAND FOR NONSTORAGE SPRINKLERED PROPERTIES 3-26 Type of Sprinkler System Wet Table 3. Flammable Liauid Spraying. Sprinkler Temperature Rating Hign Density', g;:::m/sq ft (mm/niin) 0.30 (12) Area of Demand, sq ft (sq m) / Spraying ·area2 ; or air drying i area and 3000 I (280) I Soraying area2 i or air drying i area· and· 3500 (325) I ! / Spraying area2 1 °rdinary area and 4000 I or air drying ! _ l ; (370) !_Hose stream demand: 500 g;:::rn (1900 l[min). Duration 60 min. I 1. Soraying ocerations vary and juc;;;ement must be usea when determin- ing the area oi demand fer tnis aensi!y. For example: a. Where the s;raying area is endosed by spray booth and duct consrruc- llon ano-where tlammaoIe licuics are oioed into tne boom or located within the 000th. ::,ere Is no need to acory ~his density 19 the c;eiiing sprinkler. sys- tem. ihe censitv for :his condition would be determineo ov·the surround- ing occ:.:oancy. ·ih1s assumes that n,e duct work ·is compietely sorinklered. !:l. Where the soraying area extencs beyond .the confines ot the soray booth ano the duct construction. tnis oensity should then be applied to the portion of the ceiiing sonnkler system within the soraying area. c. Where there is air crying of the material beyond tne soraying area, !his dens:ty shoulc be acolied to tr.at 001110n of the ceiling sonnkler system wnere :here is likelv to be ccmmu::v of comoustion due :o the flammable solver.ts. Sevonc :~1s ;::ortion. me oensiry is detemiinea oy the surround- ing cc::ucancy. . 2. rne s=ray area !s cefineo aS ::-:e area where soray. res!cues are cresent plus aciacen: :-:i1xing, ciscer:s1ng. or solvent areas. Type of Sprinkler _System_ Wet Table 4a. Fiammaoie Hydraulic Fluias. Sprinkler Density'. Temperature gpnilsq ft Rating (mm/miri) High_ Intermediate I Ordinary High 0.20 (10) Area' of Demand, .sc ft (sg m) 3000 (280) 3500 (330) 4000 (370) 5000 ('160) Dry Intermediate ~500 (5101 Ordinary 6000 (560) Hose stream demand: 500 gpm (1900 I/min). Durauon: 60 min. 1 . See Sec::on 2.3,2. Modifications :c Densities and Areas. Table .:b. F!ammaole Hydraulic Piuids; Automatic Cutoffs Needed. i Type oi Sorinkler Density1, Area' of I I Sprinkler Temperature gpm/sq ft Demand, I System Rating (mm/min) sq ft (sq m) j High 7500 (700) I Wet Intermediate 8750 (81 0) I I Ordinary 10.000 (9~0) ' High 0· 15 (S) / 10,000 (930) I Dry Intermediate I 1 i ,500 "(1.070) Ordinary i 13.000 (1210) I Hose stream demand: 250 gpm (950 1/minj. Duration: 60 min. 1. See Section 2.3.2. Modifications to Densities and Areas. Page 7 Table 5. Various Occupancies. Type of Sprinkler I Density', I Area1 of Sprinkler Temperature gpm/sq ft Demand, System Rating , (mm/min) sq ft (sq m) I High I 3000 (280) Wet l Intermediate i 3500 (330) I Ordinary i 0.25 (10) 4000 (370) High 5000 (460) Dry Intermediate 5500 (510) Ordinary 6000 (560) Hose stream demand: 250 gpm (950 I/min). Duration: 60 min. 1. See Section 2.3.2. Mooifications to Densities and Areas. Table 6. Various Occupancies. Type of I Sprinkler I Density1, I Area1 of Sprinkler Temperature I gpm/sq ft Demand, System Rating (mm/min) sq ft (sq m) Wet High, I 2500 (230) intermediate 0.15 (6) Dry or ordinary 3500 (330) Hose stream demand: 250 gpm (950 I/min). Duration: 60 min. 1. See Sec:ion 2.3.2. Modifications to Densrties ano Areas. Table 7. Various Occupancies. Type of I Sprinkler I Density 1, I Area1 of Sprinkler I Temperature gptn/sq ft Demand, System Rating (mm/min) sq ft (sq m) Hign i I .3000 (280) Wet Intermediate i 3500 (330) I Ordinary I 0.20 (8) 4000 (370) High I 4000 (370) Dry lntermec:ate ! 4500 (420) . Ordinar1 I 5000 (460) I Where the accumulation ci combustible oil, resin, lint or dust deposits is suffic:ent to produce re.pid spreading fire near ceiling level, the demand area should include the full extent of the deposits. Hose stream demand: 500 gpm (1900 1/rryin). Duration 60 min. 1. See Sec::cn 2.3.2. !.1cc1fica;;ons to Densities ana Areas. Table 8. Moolie Homes, Cerrain Exhibit Halls. Type oi Sprinkier Density', Area' oi Sprinkfer Temperature g;:::misq ft Demand, System Rating (mrn/min) sq ft (sq m) Wet Hign 0.30 {12) 5000 (460) Dry 8000 (740) Hose stream demar.a: 500 gpm (1900 I/min). Duration: 120 min. I 1. See Sec::an 2.3.2, Mooificar:ons to Densities and Areas. I I i I I I I r i I I I I I I I I I I I I I I I I I I I I 3-26 WATER DEMAND FOR NONSTORAGE SPRINKLERED PROPERTIES Page 8 Table 9. Shielded Areas. Flat Panels. Type of I Sprinkler I Density', I Area' of Sprinkler Temperature gpm/sq ft Demand, System Rating (mm/min) sq ft (sq m) -High I 4000 (370) Wet Intermediate I 5000 (460) I Ordinary I 0.20 (8) 6000 (560) High I 6000 (560) Dry lntermediat!3 i 7000 (65()) Ordinary I· 8000 (740) Hose stream demand: sob gpm (1900 I/min). Duration of demand: 120 min. 1. S<:e Section 2.3.2. Mpdifications to Densities and Areas. Table 10. Plastics. Type of Sprinkler I Density' Area1 of Sorin kier Temperature gpm/sq ft Demand, System Rating I (mm/min) sq ft (sq m) I Wet High. I 2500 .(230) I intermediate ! 0.30 (12) I I Dry or ordinary 3500 (330) Hose stream demand: 500 gpm (1900 I/min). Duration: 60 min. Where the accumulation of combusnble oil. resin. lint or dust deposits is sufficient to ·produce a rapidly spreading fire near the ceiHr.g, the area of demand should include the full extent of the deoosits. 1. See Section 2.3.2. Modifications to De.,sities ano Areas. Table 1 i. Electronic-E!ectncal ,\far:ufacturina and Assembly. - Type of I Sprinkler Density' I Area:' of ! I Sprinkler Temperature ;:,m/SO ft I Demand, ' I System Rating ·:iim:minl sq ft (sq m) Wet I High. I i 2500 (230) I intermediate I 0.20 (81 2 I Dry or.ordinary I I 3500 (330) Hose stream demand: 500 gpm :~900 I1rr.in). Duration: 60 min. 1. See Section 2.3.2, Modifications to De.,si1ies and .Areas. 2. If the amount of plas1ics used in the :::r:i::ess 1s be:ween SO sq ft (4.6 sq m) and 200 so ft (19 sq m). the·density may :::e increased to as much as 0.30 gpm,' sq ft (12 m/min). Table 12. Misce/laneoµs Nonmanufacturing. Type of Sprinkler Density', I Area1 of I I Sprinkler Temperature gpm/sq ft I Demand, System Rating (mm/min) sq ft (sq m) High, I I Wet. or Dry intermediate 0.10 (4) 1500 (280) or ordinary - Hose stream demand: 250 gpm (950 I/min). Duration: 60 min. 1. See Section 2.3.2. Modifications to Densities and Areas. 3.0 SUPPORT FOR RECOMMENDATIONS The -present specifications resulted from detailed studies of loss experience from 1956 to 1965, loss experience in selected occupancies from 1966 to 1977 and from 1981- 1990, and fire test data. Sprinklered nonmanufacturing occupancy loss data gener- ated between 1956 to 1965 and 1980 to 1989 indicated that 97% of the losses had ten or less sprinklers operate. Of the loss data between 1980-1989, 39% of the losses were office occupancy losses, 94% of which had 5 or less sprinklers operate. In addition to the loss dc;1ta, a series of office fire tests were conducted at Factory Mutual Research Corporation. These tests indicate that a density of 0.1 o gpm/sq ft (4 mm/min) controlled the fire and prevented flash- over. The loss. experience from each time period shows that the most severe fires in certain occupancies or equipment are flash fires spreading over accumulations of ·oil, dust, lint, or other combustible residue on ceilings, structural mem- -bers, sprinkler piping, large machines, or hoods. A high sprinkler density has little effect in reducing the area of sprin- kler operation in such rapidly spreading fire conditions. Therefore, a density in a low range, adequate to control the fire as it burns following the initial flash, and a relatively large area of demand, which should encompass the full extent of the initial flash, are specified. Such occupancies and equipment and processes could include: Metalworking: Core ovens. rolling mills, grinding or buffing. Glass Manufacturing: Forming machines. Paper Processing: Paper machines. fiberboard dryers. corrugating machines, printing presses. Rubber Processing: Rubber grinding, buffir.g, drying, reclaiming. Leather Processing: Buffing, drying. Food Processing: Grain, .cereal, and sugar processing; cornstarch manufacturing; confection- . ery making; bakeries. Plastic Processing: Grinding or buffing! molding. --------------.. ----Table 1. Indoor m(;)/al-drum storage (for well-drained' areas protected by cei!mg sprinklers only)' Maximum Number of Drums Maximum Pile Height5 Ventilation Sprinkler Demancf9· (See Notes 2, 3, 4, 7, 9) .(No. drums) Class of Building Not Pallet(zed Low-level Ventilation, Density over mimmum area Liquid Story Detached Cutoff Main Area or in racks Pal/eli?-ed cfm/sq ft Building Room No Cutoff On On on e(ld . (cu m/min per m~)f/oor 5000 sq ft 465 sq m Side End area gpm/sq ft mm/min Ground 200 100 0 1 1 1 0.5. (0.15) 0.60 24 Class IA Upper 100 50 0 1 1 1 0.5 (0.15) Basement 0 0 Ground 480 240 Q 3 1 1 0.25 (0.075) 0.60 24 Greater than one-high Class 18 Upper 240 120 0 3 1 1 0.25 (0.075) &IC Basement 0 ci 0 0.25 1 q For one-high Ground 960 480 10 6 2 2 Natural 0.60 24,Greater than one-high Class II Upper 480 240 5 6 2 2 Natural '. & IIIA Basement 240 126 2 3 1 1 0.25 (0.075) 0.25 10IFor· one-high Ground 2,000 1,000 100 12 6 6 Natural 0.25 1 of Greater than one-high Class Upper 2,000 1,000 100 12 6 6 Natural 1118 Basement 1,000 500 100 6 3 3 Natural 0.206 81 For one-high NOTE 1. Mixed Storage. Wi!h no Class 'IA liquids included, quantities are based on straight-line percentages, the sum of which should not exceed 100%. H Class IA Liquids are included, the same procedure is followed except that the quantity of Class IA liquids is weighted five limes. Example 1: On the ground floor of a detached building, 120 drums (25% of the allowed 480) of Class IB and IC, 480 drums (50% of the allowed 960) of Class II and IIIA and 500 drums (2·5% of the allowed 2000) of Class 11IB. Example 2: On the ground flbor of a detached bt:Jilding, 240 drums (50% of the allowed 480) of Class IB and IC, 240 drums (25% of the allowed 960) of Class II and IIIA and 500 drums (25% of the allowed 2000) of Class 11IB. · Example 3: On the ground floor of detached building, ·20 drums of Class IA are 10% of the allowed 200 but the 10% is multiplied by 5 to give 50%, leaving the remaining 50% for Classes IB, IC, II and Ill. So, l20 drums of Class IB and IC represents 25% of the allowed 480 with leaves only 25% for the remaining classes. NOTE 2. Water-miscible flammable liquids may be stored in 50% greater quantity. NOTE 3. If a Factory Mutual Research-Approved special-protection room-flooding system is installed to supplement automatic sprinkler protection and other conditions are favorable, including emergency floor drainage, the number of drums shown in the table may be increased 50% for each class of liquid. NOTE 4. If adequate emergency floor drainage is lacking, install a special-protection room-flooding system (gaseous or liquid) to supplement sprinkler protec- tion. (See Section 2.1.1.12). NOTE 5. If automatic sprinkler protection is installed in the drum storage rack, pile heights may be increased (See Table 2). NOTE 6. The demand area should be 3000 sq ft (280 sq m) for 286°F (1_4°C) heads and 4000 sq ft (372 sq m) for 160°F (71 °C) heads. NOTE 7. In paint, chemical, manufacturing or distribution plants where the product is flammable liquid in drums, the limits on the number of drums permitted do not apply. Class I liquids should be kept out of basement areas. NOTE 8. Hose-stream demand is 500 gpm (1.9 cu m/min) for Classes I, II and IIIA liquids in rooms of 2000 sq ft (186 sq m) or larger, and 250 gpm (0.95 cu m/min) in smaller rooms, and for Class 11IB liquids. NOTE 9. This limit does not apply to detached buildings that are used exclusively for flammable-liquid storages and are adequately protected. ~,~ ~ I\) ex, (0 ,.. ~ s: s: :i:,. OJ r m r 0 C a en I I I I I I I I I I I I I I I I I I I 8-9 STORAGE OF COMMODITIES Page 24 Table 3.3.3,4 Ceiling Sprinkler Spacing and Minimum Design Pressure Maximum/Minimum Maximum/Minimum Spacing Between Area of Coverage, pet Minimum Design Sprinklers or Branch Sprinkler, Pressure, Type of Sprinkler Lines, ft (m) sq ft (sq m) psi (bar) ·ESFR 50 psi (3.45 par) design 12/8 (3.7/2.4) 100/80 (9.3/7.4) 50 (3.45) 75 psi (5.17 bar) design ··1018 (3.1/2.4) 100/80 (9.3/7.4) 75 (5.17) 90 psi (6.1 ba,r) design ·""10/8 (3.1/2.4) 100/80 (9.3/7.4) 90 (6.1) Large-Drop 12/8 (3. 7/2.4) 100/80 (9.3/7.4) 25 (1.7) Standard ½ in. (15 mm) 12/7 (3. 7/2.1) "100/50 (9.3/4.6) 7 (0.5) 17/32 in. (20 mm) _ 12/7 (3.7/2.1) _ "100/70 (9.3/6.5) 7 (0.5) Extra-Large Orifice 12/7 (3.7/2.1) "100/70 (9.3/6.5) 10 (0.7) "Note: For Class 1, 2, 3, and4 commodities stored to less than 25 ft (7.6 m) high, spacing of standard sprinklers may be up to 130 sq ft {12.1 sq m) on systems hydraulically designed for 0.25 gal/min sq ft (10.2 mm/min) or less. ""Note: When building height does not exceed 30 ft (9.1 m) and design pressure is higher than 50 psi {3.4 bar), maximum/minimum spacings 6112/8 ft (3.7/2.1 m) may be used. 3.3.4.2 _In-rack Sprinkler Horizontal Spacing, Storage up to 25 ft (7.6 m) High 3.3.4.2. 1 Open-Frame Racks with No Solid Shelves Single.-row and double-row racks up to 9 ft (2.7 m) wide. Provide one line of in-rack sprinklers at each in-rack sprinkler level. For single-row racks, locate the in-rack sprinkler line down the centerline of the rack, with spac- ing between i!')·rack sprinklers per Table·3.3.4.2, and with sprinklers preferably located at transverse flues. For double-row racks, locate the in-rack sprinklers in the longitudinal flue space, preferably at a junction with a transverse flue space, with spacing between in-rack sprinklers per Table 3.3.4.2. Single-row and double-row racks over 9 ft {2.7 m) and up to 12 ft (3.7 m) wide. Provide two lines of in-rack sprinklers at each in-rack sprinkler level. Locate the in-rack sprinklers symmetrically so that the distance between the two lines, and the distance of the two lines from the aisle faces, are approximately equal. Locate the in-rack sprinklers in the longitudinal :flue and at the junction of transverse flues, where possible. Space the in-rack sprinklers along the length of the rack per Table 3.3.4.2. Treat single-row and double-row racks wider than 12 ft (3] m) as multiple-row racks. Multiple-row racks. Locate and space in-rack sprirjklers per Tab.le 3.3.4.2 with Figures 3.3A.2 (a) and (b), depending upon how many levels of in-rack sprinklers are installed. When multiple levels of in-rack sprinklers are installed, sprinklers on each level should be staggered hori- zontally with respect to those sprinklers on levels above and below. 3.3.4.2.2 Racks wlth So/Jd Shelves When in-rack sprinklers are installed because of the presence of solid shelves, the guidelines in Section 3.3.4.2.1 should be followed as closely as possible. However, when there are flue spaces in the shelves, the .in-rack sprinklers should be located over the flues (especially the transverse flues) wherever possible. This will en!3ure prompt sprinkler operation and the most favorable distribution of the in-rack sprinkler water. Slight increases (up to 2 ft [0.6 m]) in the sprinkler spacings outlined in Table 3.3.4.'2 should be a secondary con- sideration to locating the in-rack spri.nklers over a transverse flue. Table 3.3.4.2 In-rack Sprinkler Horizontal Spacing Storage Height Up Through 25. ft (7.6 m) Commodity Class 1 2 3 4 Plastic Double-Row Racks, 12 12 8 8 8 4 ft (1.2 m) aisle, linear spacing, ft (m) (3:7) (3.7) (2.4) (2.4) (2.4) Double-Row Racks, 12 12 12 8 8 8 ft (2.4 m) aisle, linear spacing, ft (m) (3.7) (3.7) (3.7) (2.4) (2.4) Multiple-Row Racks, linear spacing, ft (m) 12 12 12 8 8 (3,7) (3.7) (3.7) (2.4) (2.4) Multiple-Row Racks, Maximum area of 100 100 100 80 80 coverage sq ft (sq m) (9.3) (9.3) (9.3) (7.4) (.74) For'Storage Height Over 25 ft (7.6 m) See Appropriate Figure in Section 3.3.7.3 /01997 Factory Mutual Engineering Corp. All rights reserved. I I I I I I I. I I I I I I I I I I . I I STORAGE OF COMMODITIES 8-9 00000.D 000000 DXDXDXOXOXO T · · · Locate at ½ to 1/J 0 0 0 0 0 0 of storage height. 00000D+ Loading Aisle Elevation Loading Aisle Maximum horizontal X X X spacing X X per Table 3.3.4.2 X X X 1 X X X X >; Loading Aisle T Closes sprinkler to end Plan View no more than 1f.z maximum spacing per Table 3.3.4.2 Fig. 3.3.4.2(a). Multiple-rqw racks Up to 25 ft (7.6 m) high with only one level of in-rack sprinklers. 000000 ; l::. L::. L::. D-00000 .-A'.: l::. L::. Vertical spacing per D O D D O 0 Table 3.3.4.3 · -... x X X D DXO OXD D D.DDDDD Loading Aisle Elevation Maximum horizontal spacing per Table 3.3.4.2 i T Closes sprinkler to end Loading Aisle no, more than ½ maximum spacing per Table 3.3.4.2 · Plan View Fig. 3.3.4.2(b). Multiple-row racks up to 25 ft (7.6 m) high with more than one level of in-rack sprinklers . 3.3.4.3 In-rack Sprinkler Vertical Spacing Space in-rack sprinklers vertically per Table 3.3.4.3. 1Cl1997 Factory Mutual Engineering Corp. All rights reserved. Page 25 I I I I I I I I I I I I I I I I I I I 8-9 STORAGE OF COMMODITIES Page 26 Table 3.3.4.3 In-rack Sprinkler Vertical Spacing Storage Number of Levels Height, of In-Rack $prin- ft {m) klers Vertical Spacing Up to 25 ft (7.6 m) One ½ io % of storage height Two ¼ Jo 1/3 and 2/3 to ¾ of storage height More than two Locate so that approximately equal heights of storage are protected by each level of in-rack sprinklers and ceiling sprinklers· Over 25 ft (7.6 m) Any Locale per appropriate figure in Section 3.3.7.3 3.3.4.4 In-rack Sprinkler Hydraulic Design Design in-rack sprinkler systems to supply the most hydraulically remote number of sprinklers per Table 3.3.4.4. Balance the in-rack sprinkler system water d'emandwith the ceiling sprinkler water demand at the point where the two systems are connected.· Table 3.3.4.4 In-rack. Sprinkler Design Criteria Storage Height Up Through 25 ff (7.6 m) Number of In-Rack Commodity Class Sprinkler Levels 1, 2 and 3 4 Plastic One 6 sprinklers @ 22 gal/min (84 8 sprinklers @ 22 gal/min (84 8 sprinklers @ 30 gal/min (114 dni3/niin) each dm3/min) each dm3/min) each Two or more 10 sprinklers @ 22 gal/min (84 14 sprinklers @ 22 gal/min (84 14 sprinklers @ 30 gal/min (114 dm3/min) each (5 sprinklers on dm3/min) each (7 sprinklers on dm3/min) each (7 sprinklers on ·two most remo,te levels) two most remote levels) two most remote levels) Storage Height Over 25 ft (7.6 m) All the same as above, except that minimum flow per sprinkler is.30 gal/min (114 dm3/min) 3.3.4.5 Location and Position of l.n-rack Sprinklers Locate in-rack sprinklers so that sprinklers are protected from mechanical damage without completely obstructing sprinkler discharge :pattern. Ldcate·in-rack sprinklers so that the deflectors are as far as pos- sible above the top of a tier of storage without going above the bottom of the horizontal rack member or the next tier of storage. -. Sprinklers in the longitudinal flue should preferably be located at the intersection of a transverse and longi- tudinal flue. They may be located behind rack members or behind vertical rack uprights, but not behind both at once. In order to prevent mechanical damage, it may be practical to place the in-rack sprinkler piping behind horizontal members with risers or drops feeding sprinklers at correct vertical locations behind rack uprights. Locate face sprinklers no more than 18 in. (0.5 m) from the aisle face, arranged so that sprinkler dis- charge is not obstructed from reaching the aisle face of the storage.' Sprinklers located behind rack uprights should be at least 3 in. (75 mm) from the uprights. Prior to any in-rack sprinkler installation, the proposed sprinkler locations should be checked to ensure that . both adequate protection against mechanical damage and proper sprinkler discharge will be achieved. 3.3.4.6 In-rack Sprinkler Piping To minimize the possibility of in-rack sprinkler pipe breakage due to deflection, piping should preferably be made either of steel joined by mechanical groove couplings or welding (in sections that can be removed as necessary and which are corrected using nonwelded joints), or of copper joined by brazing. Malleable iron fit- tings are acceptable. 3.3.4 7 In-rack Sprinkler Control Valves Control in-rack sprinklers by having separate indicating valves independent from ceiling sprinklers. Such valves are not necessary for small in-rack sprinkler installations of less than 20 sprinklers. Fig. 3.3.4.7 shows acceptable feed arrangements. 1Cl1997 Factory Mutual Engineering Corp. All rights reserved. I I I I I I I I I I APPENDIX B I FLOOR PLAN I I I I I I I I IT 0J 0 0 0 -0 0 0 0,.,~ 0 .. 0) 0 0 0 --I ~·-,·1 ! I . I I · I I ,rn,s-o-..,Lo·."30·-o-I I I I I I 0-rT·--~-...::..~--· L . , , , , , , , "-=-===---'----=;====' . I ~: : ·. [:] t:J! t:J B JLl....-!1 -, I ~, , ,-, ,-, : IJ j l ff 1 0 0 g i a O ID O m O !i} ,0 Iii O !if j -~ ~ ~ ~ m" 0 0 r..1 !~ I ' I I G-,-+---r , ·-= 1 -. ,.~--_, ""-• , ~ ~ ,-M 1 ~~-p' "'--""1 r J 1_ I ~ ] !.; ! ! · I 1=;===-..,.,,..........: 6-~;r==I I . !· 5='· p1 :I I ,.I :1 b lf\ES!Nat!NOING 1~ ~.~ ~1·"1 . ·.~· ' ' -1 1 ,SHIPP,NG, 1 : ; ' . JI ; ~ a(CSW,C ' ~ -· ·,-·-:z -:1 ' 0 I ! ' :::11 . ,, ih ' i I' &-. -. Zbr-:--.~ I --...__;..-----~--~...;_;..,~ ' "" ' i ! d I ' I I-~·+-L-1 ill?\ll I I J ! • ~ ;:;;i ;: ~ ~ 1 ~ ., -~-~-e ... , ' I ' ~, ~I q;?]; C _[.~ __ {__ fl. ______ . .,..,. ~~FF 111 1~~~~~~i:~'-!iu Q" 1 ___f;\ !I . l \. ' ' ~ I Qi'':A-~~ ~ ~~ J~.,;;5 ~-·~ Ll: -y-· -. -~--i .\:J I I ~ M ;j l I -$-iiliJ. r,::SfT'=tt b ~~r;::z__ ~ ~ rr-,:..,..---,,__,;,=-"-,...-~-'-'----'-I · C.5 l. _!. ___ r._l__ . I jCCR£)1W)NG :~~~~I ~ .;~ ---. , . I i ll ~ ~ I--$-. ~~~ ~:3~;, ~ ~ ,n-........._cc;_.=_~-=--.:.siia'----'"""*""""""'-' • I I II ~r::mf IHJ(;OII_, -....__, __.:._----------;.,.., ~---;..----~--lll I dD I I ~.:,1 I II I ,--·1 I. ~' ~ ''*"' I . ,--...... ,--,--.-9 C8 1 ---, -. \?. n TID . , _u: 0 ,,--.._ lb I ~ • • I w.sirll?r . -RU'UNISH /oil£}.. (1) f!OW. (4) HQi I '°; . J :,,I , 1 ·~-• · · . I I 1 1 1 ..L_._, N lnl-·--•-~ · ·. -----:------;;;;;i : --= I ___ i__ __ .. ll : :: :;·;I; :: : ·:·::-I j I 11 ·1 I I I I I l l 1 -:1 --0 I -·. , ·; ---<i-. . 1-. . 1 I .1 I I ICflll(RPIO(,IRfA,(llHIQil. ~ 1 ~- I I I I I I I I ' I I I ' I ' ' Q!l!l!;R P!O( /!!f,/,. (I) MICII' ' ,c I r,:?l I~' I I I . I ~ 'I 1 ,1 I 1 j I I l I j TI 1 l I I j ··, iilj HaJXNG t I. I I I , I j . 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O' -0" ELEV. 0:: SCALE: 1 '=20' -a· .I I RIMSEO PCR OWNERS =M(NfS ~I b -·--·--Hi UPOAfto POl..l'URETHNIE ~NG o!i/2,/99 I j G I ~rto t:ou1PM£Nr t.OCAnON c~ PR£1.1MIN>Rr ISSUE 4/J0/98 j F I ] 4/6/98 l _it:: 2/115/98 I RE'v'ISEO PER O'lffiER'S RECUESf I RE\1SEO COLUMN LOCATIONS 0 t/215/99 l l C 12/Jl/97 ~sm ?(R OWNER'S Rf.:CUtsr BI --, 1:z,/12/97 ISSUED FOR OVfNER'S REVIEW NiO >PPffa,IM.. A 11/H9/97 I ·80@0~·~~)0C!:·31~·@·~1S1~·-7i ' ~ ---3 ,_.! ! I , . I L_ -., I·'. · I -.:.. a :------;-. ~ .. , . I - --,-.--------I ~ _!_,_, t , t 'j '7', I Ill I ;;'-~-=--~-) ,· ~ r~Fr ;g .. _.,.i[7 ~ KEY PLAN 0. Lo I 1f IS CAl.l.AWAY GOLF BALL COMPANY ~ \. t.lANUFACTURING FACILITY p EA RY OVERALL PLAN O 0'-0" ELEV. ASSOClATES OES>C>ofR I <WE, SOl£: I "-OT SOl£: ,~, ~ §] & • INC• HOS 11/17/97 AS N0TtD I ,·-20'-a• I[]: 15!1 SMoKERISE: ORrvE OiKO 31: CATE: ORAWINC NUWBER: fQ;.r. WADSWORTH, OHIO ' PHONE 4 (~~ ~3!-1585 ,.,,,_, "-OT OAT£, 1 0 0 1 F'AX (330) JJ<-1658 17000919 0/27/98 I I I I I I I I I 1· I I I I I I I I I APPENDIXC HAZARDOUS MATERIAL INVENTORY -------------------CALLAWAY GOLF BALL MANIJFAC1Uf!ING ARE.'. HAZARDOUS MATERIAL INVEt-lTORY •"-:,. QUANTITIES STO~GE CHEMICAL NAME CASNo. PERCENTAGE NON-lfAZARD COMBUSTIBLE UQIADS F~BLE LIQUIDS ORG. PEROXIDE WATER REACTIVE CARCINOGENS CORROSIVES IRRITl\ffTS SENSITIZERS OTHER HEAL TH TOXICS STORAGE USE-OPEN USE.CLOSED CLU Cl.DIA CLIIB CLI-A CL 1-8 cue ClassV Class 1 HAZARDS Galo. Lbs. Galo. Lbs. Galo. Lbs. Galo. LbL Gals. Galo. Gals. Galo. Gals. Galo. Gals. Lbs. Gals. Lbs. Gals. Lbs. Gals. Lbs. Gals. Lbs. Gals. Lbs. GaJs._ Lbs. Gals. Lbs. 1040 2500 500 2500 Barium SIJ!ale 7727-',3-7 100 2010 2500 500 2500 Barium Stifate 7727-',3-7 NA Crvstalne Sllca 14808-80-7, NA 38457-111 WIITE NA 450 90 450 38458-111 WIITE NA 450 ,90 450 A 5897 =~ Emulsion NA 450 90 450 Acetone 67-64-1 100 55 10 55 55 ACRONAL DS 1183 NA 1 1 1 . ' ACRONAL LR 8951 X NA 5 1 5· ACRYSOL R-Thck-•-5 1 5 Resin NA 17-18 ACRYSOL WS-24C--1 .. 1 1 1 1 AN-vice~ 000411~-~ 35-37 - ADIPRENE LFP-X2950A 10,000 1,000 10.000· 10,000 PPDI 104-',!M <0.1% ADIPRENE LFP X850A 5,000 500 5,000 5,000 PPDI 104-',!M · <0,1% ADIPRENE LFP X950A 5,000 500 5,000 5,000 PPDI 104-',!M <0.1% ADURA 100 pn1un1 Rosin 5 1-5 5 PnNN Resin NA 68-72 ADURA 200 -Rosin 5 1 5 5 Polvol Resin NA 68-72 KROSORB 19113175% TMPTMAI 4 0.125 0.125 TMP11M 3290-92-', 75 Calcium Slicate 1344-95-2 25 Akrosofb 19479 Rican 153 0.125 -0.125 0.125 12-P~~dlene 9003-17-2 Akro•-• 2555 Y-MB 5468-75-7 2500 10 2500 Akro--• 339 Rod MB 5160-02-1 2500 10 2500 Akros•-· 121 Blue cone. MB 147-14-11 2500 10 2500 Akro-• E-2295 GrHn EPMB 147-14-8 2500 10 2500 -.. --0 0 0 0 Alumlrun 7429-90-5 Nickel 7440-02-0. Affllaline R120 Aerosol 0 0 0 .. 0 0 Ethanol 64'17-5 <1%' AU 5850 uret-Ac--1 1 1 1 1 Dlelh-Glvcol ~~ Ether 112-34-5 6 n-Melhvl-2 ~-done -972.50-', 3 Aziridine 64265-57·2 100 5 1 5 5 Banum SUifate Quartz 14808-60-7 0-3 BRVtWdrol 110 · 1 1 1 n-Methvt P""""""done 872-50-', 16 -· .. Triethvlamine 121-',4-8 1 .. Blanc Fix• ·~-ic Barium Sutfate) 7727-',3-7 0 0 0 Benzollex 9-88 Plasticizer 5 1 5 5. oxvbl-"'anol dlbenZoate 27138-31-', BUDENE1207 NIA 100 100 100 BUDENE1208 NIA 100 100 100 BUDENE 1208G NIA 100 100 100 Buffers Ph 4.00 7.00, 10.01 NIA 0 0 0 BunaCB22 NIA 0 0 0 BunaCB24 NIA 0 0 0 r-1053 NIA 0.25 0.25 0.25 0,25 0.25 Ethanol 64-17-5 <1% ' Dabco T-12 Cat•-0.25 0.031 0.25 0.25 0.25 Olbutvltin Oilaurate 77-58-7 <95 Darocur 1173 0.031 0,031 0,031 2·Hvnrnvv-2·methvl-1~nanone 7473-98-5 95-100 DBE 900 100 900 DIMETHYL GLUTARATEE 1119-',0-0 55-65 DIMETHYL ADIPATE 627-93-0 10-25 DIMETHYL SUCCINATE 10EH35-0 15-25 DesmodurHL 5 0.25 5 5 Aromatic Polvisocvanate 63368-95-6 60 Toluene 01isoctr.1nate 26471-62-5 <05 Page 1 of 10 --------- USE-OPEN NON-HAZARD COIIIBUSTIBLE LIQUIDS F~BLE LIQUIDS ORG. PEROXIDES WATER REACTIVES CARCINOGENS CLI CLIIA CLmB CLJ.A CLl-11 CL 1-C 'Clllu'V ,CL 1 Gels. Lbs. Gals. Gals. Gels. Gels. ' Gels. Gels. Gels. Lbs. Gels. Lbs. Gels. Lbs. 500 500 00 00 00 10 1 10 ,, 10 10 10 0 1 -1 0' 0 1 100 100 100 0 0 0 0.25 0.031 0.25 ----CALIAWAY GOLF BALL MANUFACTURING AREA HAZARDOUS MATERIAL INVENTORY CORROSIVES IRRITANTS SENSITIZERS Gels. Lbs. Gels. Lbs. Gels. Lbs. ' 10 1 1 1 1 1,000 1000 500 500 500 500 1 1 0.125 0.125 0 1 1 1 0.25 0.031 100 0,25 Page 2of 10 - OTHER HEALTH UH, RDS Gels. Lbs. 1 1 1 0 1 0.25 0.031 ----- TOXICS CHENICAL NAME Gals. Lbs. 1040 Barium&llfate 2010 Barium Sulfate CrvotallneSlica 38457-111 WIITE 3845B-R1 WIITE A 5897 -Emulsion Acetone ACRONAL DS 8183 ACRONAL LR 8958 X ACRYSOL RM-aWThck~ -poivur,,mane Resin ACRYSOL WS-24 Colloidal•- ~c~ ADll'RENE LFP X2950A PPDI ADll'RENE LFP Xl50A PPDI ADIPRENE LFP Xll50A PPDI ADIJRA 100 P-RHin PolYol RMin ADIJRA 200 P-RHin PolYol Reeln KROSORB 19113 ns,r. TMPTMA lMPTMA Calcium Sllcate Akrosorb 11479 Rican 153 1.2·P~~dene. a.-e 2555 Y-MB 339RedMB 628 Blue cone. MB Akro-E-2295 GrNn EPMB AlurnelStandard Alurinurn Nickel A~....,_R120Aemsol Elhanol AU 5850 urethane Ac~ -Dlelh-=col--Bher n-Methv~2 P~done Aziridine --· Quartz a-110 n-M-=• ev~done Trielh==ne Blanc Fixe 1.:r.vrwnm:ic Barium Sutrate) Benzoflex 9..a& Plasticizer OXYbis-nmo::anol dlbenzoate BUDENE1207 BUDENE1208 BUDENE 1208G Buffers. Ph 4.00, 7.00 10.01 BunaCB22 Btu1aCB24 c~a11os3 Elhanol OabcoT-12Cat- QiN.uJtfn Dllaurate Darocur 1173 2-Hvdroxv-2-melhv~1-orooanone DBE DIME!liYL GLUTARATEE DIME!liYL ADI PATE DIME!liYL SUCCINATE DesmodurHL Aromatic Pofvlsocvanate Toluene D1isocvanate ---·------ QUANTITIES CHEMICAL NAME CASNo. PERCENTAGI STORAGE USE-OPEN Gals. Lbs. Gals. Lbs. n-l"\l.r.111 Acetate 12~86-4 40 Hexa-Dil.,..,_anate 822.()6-0 <0.5 DesmodUrlL 50 5 n---Acetaae 1~86'4 50 Toluene 011-~te 26006-20-2 50 Toluene Olisoc1n1,_e 584-8+9 <0.2 DesmodUr N-3200 1 0.25 ofHDI 28182-81-2 <100 1, Dli-,mre 822-0IHJ NA DesmodUr N-3300 1 0.25 ofHDI 28182-81-2 <100 1, Dllsnevan:ne 822-0IHJ NA llNIMmll' N,75 5 1 ofHDI 28182-81-2 75 Hexameth-Diisoc"""-• 822-0IHJ NA x~ 1330-20-7 12.5 n,-Blhl Acetate 1~ 12.5 1100 NA 0.25 0.25 1300-75 0.25 0.25 x-~ 1330-20-7 20 . 10!M1-4 5 1700 NA 0.25 0,25 D--1aoo NA 0.25 0,25 831A-75 0.25 0,25 ~--GIVccl Monometh'll Ether Ac«me 108-85-8 25 851A-65PMA 0.25 0.25 ~---.GIVccl~ EtherAc«me 108-85-8 30 x-1330-20-7 5 o-870A-BO 0.25 0.25 ~--kelate 12~ 20 88070 0.25 0.25 n-Blnl Acetate 1~ 30 R-12A NA 0.25 0.25 Dt,CUP 40C """"""' Peroxide 2.2 2.2 Qil"'tlfflVI Peroxide ~~3 40 Calcllrn Carbonate 1317-65-3 60 DI-CLIP 40KE ~ Peroxide 2.2 2.2 DI~ Peroxide : ~~3 Sllane Modified Clav 68402-88--4 DtAMONDKOTEW-1G4-72B NA 15 '1 DIAMONDKOTE W-301 NA ,15 1 DIAMONDKOTE W-302 NA 15 1 DIAMONDKDTE W-3388 NA 15 1 DOWANOL PM ~o1 Ether 15 1 1~-2-~--107-96-2 98 2-Methoxv-1-~~ 158~7-5 2 IDvnnl 804 Surfactant 1 0.031 ~•~lated Ac-c Olols NA 100 Elast-0-Flux EF!DBDB~ DI-lier! I enzene 25155-25-3 60 Elast-0-Flwc EF!DCPl-70 0 0 Dl"'-1 Peroxide 80-~3 70 Emerv 400 St eerie Acid OLEICACID 112-S0-1 9 MYRISTIC ACID 54+63-8 3 M/IRG/IRIC ACID 506-12•7 2 , ~rnu1 Acetate 141-76-6 100 55 5 Euronnme Eurocrene Neocls Br-40 50,000 10,200 F3000Zn St Zinc stearate 557-05-1 100 Fomrez UL-32 C,muvsr 5 1 Sulful'Dloxlde 9446-09-5 NA Frekote HMT-2 5 1 Aliohatic Hvdrooarbon/Boiino 235-290 F\ 64742-46-9 <5 AJiphatic HvclrocarnorvBotRna 285-335 Fl 64742-89-8 46 Aliohatic HvdrocarbonlBoiHno 345-400 Fl 64741-65-7 50 Histat..SO 0 0 Cobak 7440-48-4' NA Iron 7439-89-6 N/1 -- USE.CLOSED . NOH-HAZARD Gals. Lbs. Gals. Lbs. 50,000 ---CAf.LAW/IY GOLF BALL MANUFACTURING /IRE/I HAZARDOUS MATERIAL INVENTORY ---- STORA.GE COMBUSTIBLE LIQUIDS F~BLE LIQUIDS ORG, PEROXIDE WATER REACTIVE CARCINOGENS CLI CLIIA CL•B CL I-A CL 1-11 CL 1-c ClassV Class 1 Gals. Gals, Gals. ·Gals. Gals. G-Gals. ,Lbs. Gals. Lbs. Gals. Lbs. 50 1 1 5 0,25 0.25 0.25 0.25 0.25 0,25 0.25 0.25 0.25 .2.2 2.2 15 1 . 55 5 5 0 0 Page 3 of 10 -- CORROSIVES IRRITANTS. SENSITIZERS ' OTHER HEAL TH :roXJCS HAZARDS Gals. Lbs. Gals. Lbs. Gals, Lbs. Gals. Lbs. Gals, Lbs. 50 50 1 1 1 1 5 5 0,25 0.25 0.25 0.25 0.25 0.25 0.25 2.2 2.2 ' 15 .15 15 15 .15 1 ,. 0 0 ' 55 0 5 5 0 0 ---· ------ USE-OPEN NOIHIAZARD COMBUSTIBLE LIQUIDS FLAMMABLE LIQUIDS ORG. PEROXIDES WATER REACTIVE$ CARC~ENS CLI CLIIA CLIIB CLI-A CLI-II CLI-C ClassV CL 1 Gals. Lbs. Gals. Gals. Gals. Gals. Gals. Gals. Gals. Lbs. Gals. Lbs. Gals. ,Lbs, 5 0.25 0.25 1 0.25 0,25 0.25 0.25 0.25 0.25 0.25 ' 0.25' 0.25 2.2 2.2 .. 1 0.031 5 10,200 1 1 0 ----CALLAWAY GOLF BALL MANUFACTURING AREA HAZARDOUS MATERIAUNVENTORY «;ORROSIVES IRRITANTS SENSITIZERS Gals. Lbs. Gals. Lbs. Gals. Lbs. 5 5 0.25 0.25 0.25 0.25 1 1 0.25 0.25 0.25 0.25 0.25 2.2 2.2 1 1 1 1 1 0.031 0 5 1 1 0 0 Pago 4 of 10 - OTHER HEAL TH HAZARDS Gals. Lbs. ,0,25 0.25 0 ----- TOXICS CHaac:AL NAME Gals. Lbs. n--inn Acetaae Hexameth-Dii--nate °""1Cl<UIL n-nl.IVI Acetaae Twene Dilsoc-ft••e Twene Dil-nate °""1Cl<UN-3200 ofHDI 1,6-HexamethVlana Diisocvarmte °""1Cl<UN-3300 ofHDI 1, Diisoc--e DHmodurN-75 ofHDI ou~,,_e x- n-J'll-Acetate 1100 •~130Cl-75 x-.. ~ -1100 ·--1800 831A-75 -....., GNcol -Ether Acetate ·~ -e51A-ePMA -· ~ Gtvcol Monomethvl Ether Acetate x- ~ -tmlA-80 =~ Ac-· ·~ -88070 r,.N -Acetate R•12A IJI.CIJP40C •-Pen>xlde DI--Peroxide Calchm Carbonate IJI.CIJP 40KE a,___, Peroxide DIM-Peroxide Silano Modffed Clay DIAMONDKOTEW-1G4-72B DIAMONDKOTE W-301 DIAMONDKOTE W-302 DIAMONDKOTE W-3388 DOWANOL PM ~01 Ether 1-Methoxv-2-=nol 2--1-~-no1 , ~ 104 SUrfeclant Elhoxvlated C Dials Elast-0-Flux EFIDBDBl-80 Di~lert---1 0 Elast-0-Flux EFIDCPl-70 Olcnm•I Peroxide Emerv 400 steeric Acid OLEICACID MYRISTIC ACID MARGARICACID Er.,.,._,.Acetate Euro~e Euror>rane Neocis Br-40 F3000ZnSt Zinc stearate Fomrez UL-32 Cat- Sulfur Dioxide Frekote HMT-2 AliohaHc Hvdroca~Bolino 235-290 Fl Aliohallc Hvdrocarl>on/Bolina 285-335 Fl Aliohalic Hvdrocarl>on<Boiino 345-400 Fl Hlstat-50 Cobalt Iron -------- QUAHTlTIES CHEMICAL NAME CASNcJ: PERCENT AGE , STORAGE USE-OPEN Gals. Lbs. Gals. Lbs. Vanaciooi 7440-82-2 NA IHUnrftYVI Functional Acn.11-· 1 0.25 01~~-nc1 100-37-8 1-5 Acvtic:,vv\NfflAI" NA 30-60 _,. NA 30,000 5,000 __._ P-er Elastomers 10000 1,000 -•lenelPOIY ,_ Elherl Plihalate NA >90, -·-184 22 0,25 1 -Ketone 947-111-3 98-100 lndlumW!ni 7+40-74-6 100 0 0 10NAC PFAZ-322 0.25 0.25 Aziri 64285-57-2 Iron Standard NA 0 0 -75-28-5 NA 0 O' Ken-Roact CAPaw KR-TTMt 0.125 0.125 1~~ 67-eM 3 Kon-Roact CAPOW NZ 01/11 NA 65 0.125 0.125 Kon-Roact CAPaw NZ 33/H 0.125 0.125 Hvdrated --Sllca 11,~,---35 Kon-React CAPOW NZ L01/II 0.125 0.125 Neodecanoic Acid 26896-»a NA LAROFLEX MP 15 2.2 2.2 ---.1 2 25154-85-2 100 LAROMER DPGDA 1 · 0.25 lklsah.nted l'\CIVlillle 57472-68-1 100 -LAROMER LR 8800 NA 100 1 0.25 LAROMERLR8894 NA 100 1 0.25 LAROMER LR 89511 X NA 100 1 0.25 LAROMER LR 8967 NA 100 55 5 LAROMER LR 8870 1 0.25 Diaroa-GfYCoi Diar-nnale 57472-68-1 90 LAROMER TMPTA Ulsaturated-• 15625-811-5 100 LAROMER UA 19 T 1 0.25 Trfnmo~ GIYcol Dla~te 42978-13&-5 35 LARO PAL A 81 • 2,2 2.2 Forrnainanvde ~ Lead-0 0 Lead 74311-92-1 NA Antlmonv 7+40-36-0 NA LeadWn 74311-92-1 100 0 0 LUCIRINTPO 1 0.25 r'nOSDflne Oxide Qi,vw,,nvi 75980-60-8 100 _._o231XL 0.25 Calcium cart>onate 471-3+1 60 MAC-444A Aerosol 0.25 0.125 1.1-Dlchlon>-1 ·tluoroetane 1717-38-9 94-99 MATHE DISPERSO N 0 0 Zinc stearate 557-05-1 >95 Proorietarv Surfactant NA <5 McLube 1725 Aerosol 0.25 0,125 H~ne 64742-411-0 40-45 Ethyl Alcohol 64-17-5 15-20 ~~Acetate 123-86-4 15-20 1, 1·Dlchloro-1-11Uoroethane 1717-oo-6 <5 McLubo2100 0.25 0.125 MS-123 Safezone Release Aaent Remover 0.25 0.125 2 Butoxv Ethanol 111-78-2 3.9 Ethvl Alcohol 64-17-5 10-20 Methvl Alcohol 67-58-1 0.8 Hvdrocarbon Prooeianl 68478-85-7 1-5 MS-138A 0.25 0,125 Trichlorotrifluoroethane 78-13-1 4 1, 1, 1-Trichloroethane 71-55-6 75 TetraflUoroelhhane 811-97-2 20 Telomer ofTetrafluoroethYlene 65530-85-0 1 MS-222N Aero-Duster 0 0 Ethane, 1.1, 1,2-tetrafluoro 811-97-2 100 n-Bnnn Acetate 123-88-4 100 55 5 Nalco 2827 Coollntr Treatment 0 0 - USE.CLOSED Gals. LbL -----CALLAWAY GOLF BALL MAAPJFACTURING ARE'A HAZARDOUS MATERIAL INVENTORY ---- STORAGE NON-ffAZARD COMBUSTIBLE LIQUIDS F~BLE LIQUIDS ORG. 'PEROXIDE WATER REACTIVE CARCINOGENS Cll CLIIA a:•a Cl J.A C~I-B CLI.C Clas•V· Class 1 Gals. Lbs. --.Gals. Gals. Gals. Gals. Gals. Gals. Lbs. Gals. Lbs. Gals. LbL 30,000 10,000 0 0.125 2.2 1 1 55 .. 1 1 1 0 1 0.25 0.25 0.25 55 Pages of 10 -- CORROSIVES IRRITANTS SENSITIZERS OTHER HEAL TH TOXICS HAZARDS Gals. Lbs. Gals. Lbs. Gals. . Lbs. Gals. Lbs. Gals. Lbs. 1 0.25 0 0.125 0.125 0.125 0.125 1 1 1 1 55 1 1 1 -, 2.2 ,0 0 / 0,25 0 0 0.25 0.25 0.25 0.25 0.25 0.25 55 -- NON-HAZARD Gals. Lbs. 5,000 1,()()(1_ 0 ------- COMBUSTIBLE UQIADS CL • I CL iiA ""TcL •B Gals. I Gals. [-Gals. FLAMMABLE UQIADS· CLI-A I ct.I-II L_ct.i-c Gals. _l Gals. _L Gals. 0.125 USE-OPEN OR'--PEROXIDES IWATER_REACTIVES CARCIIOGENS ClassV I _C:L1 _c.-. L Lbs. I ~ I Lbs. Gals. Lbs. ----CALLAWAY GOLF BALL MANUFAC"TURING AREA . HAZARDOUS MATERIAi.. iNVENTORY CORROSIVES IRRITANTS SENSITIZERS Gals. Lbs. Gals. Lbs. Gals. Lbs. 0.25 0.25 - 0 0.125 0.125 0.125 ----- OTHER HEALTH HAZARDS Gals. I _Lbs. TOXICS Gals. Lbs. CHEMICAL NAME Vanacilffl lllvdroxyl Functional Acryteto Dl~ni~ AcvlcCoaahmw ,~ Pfllva.t.,. Elastomen r IAINIAna Ether) Plihalate llgracure184 1-Hydraxycydohexyl Phenyl Ketone lndlumWh. 10NAC PFAZ-322 Aziri lron1111111C!ard -Kon-R-CAPfNI KR TTS/11 IIOfl!OP!nol ___ - Kon-R-CAPfNI NZ 01M Kon-RNCI CAPfNINZ33/II -~ ~ Silca - I I I I I I I . I I . I I I I I I I I ur -~-a-~~--~•n•~ n•~ -2 I I I I ~I I I I I I ILAR<>•LIOJ<MP10 ~xy)-~ -- 0.25 0.25 0.25 0.25 5 0.25 0.25 0.25 2.2 0: I I !_ _L_O LAROMER DPGDA LAR• LARI ~_RI LAR• ~01111a' ~ LRl800 LR8814 LR 89511X LR11917 ....}71 LRlll_ ~Olacrylato ~A ........... ,BT I , Glycol Dlac,ytate A81 ----.ie Load SOider Lead iiiii""" LoadWiro LUCl!ffi TPO l'nOSDlllr,a OXlde, [lioh@nvl 0.25 •-o231XL Calcium Carbonale 0.125 MAC-444AAffl>SOI I 1.1-Dlchloro-1-fluoroelane I 0 0 MATHE DISPERSO H I Zinc stearate I ~etarv Surfactant I 0.125 0.125 0.125 McLube1725Aorosol --Heptane ------ Ethyl Alcohol B Acetate 1, 1-Dlchloro-1-tluDrDethane 0.125 McLube 2100 0.125 0.125 0.125 MS-123 Safozone Release Ago_nt Remover 0.125 0.125 Page 6 of 10 2 Buto Ethanol EthyllJc:Qh!>I_ MethyJ Alcohol Hydrocarbon Prooefta"' MS•138A Trfchlorotrttluoroethane 1, 1, 1• Trichloroethane J~!k,loroethhane Teklmer ofTetrafluoroethylene MS,,222N Aero-Duster Ethane, 1, 1, 1,2-tetrafluoro n-Butyl Acetate Nalco 2827' COollnQ Tre~_tnent -------- QUAHTITIES CHEMICAL NAME CASNo. PERCENTAG1 STORAGE -usE.OPEN -LbL Gals. LbL -Socium Tolwiamle 64665-57•2 1-5 NATSYN2210 NA 100 50.000 10.000 -NA NA 0 0 NeoRazR-980 1 1 1--Methvl-2-cinone N-MelhYI ~done 87-50-4 16.8 N,N-Oi~maa!TineTriarnvm,..;ne 121-4+8 1.8 NeoRazR-111137 5 1 1-2--c1none~-done 872-50-4 8.5 N.N-Dieth~anine Trieth--ne 121-#-8 2 NeoRazR-ae7 1 1 N,N-Di~amne Triarmnan-ane 121-+4-8 1 NckolStaMwd· 7~-0 100 0 0 PEEmulsian 0.25 0.25 Pclanium Hvmmide 131~ '1·5 PEBAX 5533 SN 01 10.000 3.000 ~---de 84732-31!-7 98 Po<I<-Standard 0 0 Iron 7439-89-8 NA Nictcel 7440-02-0 NA Peroximon DC40KEP 0.25 0.25 [ljN-Perolcide 80-43-3 40 Kaoin Clay 6&402-88-4 eo Peroximon F40KEP 0.25 0.25 a.a-B1511 cjj-,nmnvi benzenes 25155-25-3 40 KaoinCla• 6&402-88-4 eo Potanium Chloride SOiution 0 0 p Azirldlne 64265-57•2 100 5 0.4 PRO 1029 MocifledZlnc •~• 0 0 Zinc Dia-e NA : 100 React-Rite ZJJA/J 0 0 •Zinc Oiaa-v1ine NA 99 N~x AC-284 Emulsion 1 0.25 """"Ammonia . 1338-21-6 0.2 RICON153 0.25 .0.25 1.2~c1ene 9003-17•2 100 RICON,154 0.25 0.25 1.2P-ciene-9003-17•2 100 RR-6 Hot EF'Aerosol 0.09 0.09 l~•I Alcohol · 67-63-0 S-10 SR418 14.300 3.000 Zinc Dtacnnate 14843-87·9 100 SR527 14,300 3.000· Zinc Dlacrvlate 1-4643-87-9 100 SR708 14,300 3,000' Metalc OimethaN'Vl2,te NA 99 Stain Resistant P-0.25 0.25 AcvlicCnrv'IIV!'nar NA 30-60 - STRUKTOL WS 280 NA -4.4 4.4 Stri01 !for all--• 8150.9150 30,000 5.000 21n1<c~~ 7440-66-6 <5 SUrfanol 104BC Stafactent 0.25 0.06 TetramethVI-S-D-,7·Diol,2,4,7,9 126-86-3 50 8,ioxvelhanol.2 111•76-2 50 Siafonol 104PA SUrfllctant 0.25 0.06 Tetramelhvl-S-Oecvn""4.7·Dlol.2,4,7,9 126-86-3 50 2•'""'""anol 67-63-0 50 ,SUrtYnol 104H Surfactant . 0.25 0,06 Tetramelh'II-S-D~,7-Dlol,2,4,7.9 126-86-3 75 Ethvlene Ghlcoi 107-21-1 25 Taktene 1220 9003-17•2 100 0 0 Taktsne 220 NA 100 0 0 TECHLEN BR 1208 NA 100 0 0 Tin Shot 7440-31·5 100 0 2.2 ,-a1SFP 22 22 Sodh.un Chloride 7647·1+5 13 Tinuvin 292 1 0,25 1.2,2,6.6-Pentamethvl+oicendlnol 2403-89-6 0-2 Methvll1,2,2,6,&-Pentamethvl-+-i:,ipendin I sebacate 82919-37•7 15-25 blsC1,2,2,6,&-Pentamethvi-.-.nioendinvD sebacate 41556-26-7 75-85 Tinuvin 1130 NA 1 0.25 -- USE.CLOSED NOIM!AZARD Gals. LbL Gals. Lbs. 50.000 10.000 o ' 30000 0 ---CALI.AWAY GOLF BALL I.WAJFACi\JRING AREA 'HAZARDOUS MATERIAL 1fNerrORY ---- STORAGE COMBUSTIBLE LIQUIDS F~BLE LIQUIDS ORG. PEROXIDE WATER REACTIVE CARCl«>GENS cu CLIIA CLINB CLI-A CLl-11 CLI-C ClassV Class 1 Gals. Gals. Gals. Gals. Gals. Gals. Gals. LbL -Lbs. Gals. Lbs. 1 5 1 o O' 5 .. 0.25 0.25 0.09 0.25 0.25 0.25 1 1 Page 7 of 10 -- CORROSIVES IRRITANTS SENSITIZERS OTHER HEALTH TOXICS HAZARDS Gals. Lbs. Gals. LbL Gals. Lbs. Gals. Lbs.' Gals. Lbs. 1 1 5 5 1 1 0 0.25 o 0.25 0.25 5 1 0.25 0.25 0.09 14,300 1-4.300 14.300 0.25 0.25 0.25 0.25 0.25 22 1 --------- USE-OPEN NON-HAZARD COMBUSTIBLE LIQUIDS F~LE LIQUIDS ORG. PEROXIDES WATER REACTIVE! CARCINOGENS CLI CLIIA CL•B CL I-A CLl-8 CL~ ClassV. CL1 Gals. Lbs. --Galo. Galo. Galo. Galo. Gals. Lbs. Gals. Lbs. -Lbs. 10,000 1 1 1 0 3000 0 0 0.4 0.25 0.25 0.09 5,000 0.06 0.06 0,06 2.2 0.25 0.25 ----CALLAWAY GOLF BALL MANUFAClURING·AREA HAZARDOUS MATERIAL INVENTORY CORROSIVES IRRITANTS SENSITIZERS Gals. Lbs. Gals. Lbs. -Lbs. 1 1 1 0 0.25 0 ' 0.25 0.25 0.4 0.25 0.25 0.25 0.09 . 3,000 3,000 3000 0.25 0,06 0.06 0,06 22 0.25 Page 8 of 10 ------ OTHER HEALTH TOXICS CHEMICAL NAME ••• RDS Gals. Lbs. Gals. Lbs. Sodium Tolutriazole NATSYN2210 -1 NoaRaz R-IMJO 1-2--c1none N-Melhvl Pvrroldone N,N-llleth--•nine Trilllh-nine 1 NoaRaz R-11837 1-2--c1none--done N,N-lll Trf---ne 1 " NoaRaz R-11117. N.~Di~naamlne Tri..rnramine lkkol!landanl PEEmuloion Potallk.m-de PEBAX 5533 SN 01 Paiv-Block--de ----Iran Nc:kel Poroxlmon DC40KEP . lll"-Perax!de KaolnClay Peroxlman F40KEP. a,a-Bisc:t~I clf5CJOrDnVI benZenes KaolnClav p-~ Solution p Azlrlclne PR01029-Zlnk~o Zinc Dia-· Roact-R11o lDA/J Zinc Dia-a R-x AC-284 Emulsion ·--Ammonia RICON153 1,2 P<>M>l.hclene RICON154 1 2 Paivbutaclene RR-6HotEFAarosol ,~~- SR418 ZincOlaCl"Yllllte SR527 Zinc lllacrylate SR708 Metalc Oimethar.rvt:111te stein Roslstant P- AcYlc Cnnn,vrner STRUKTOL WS 280 SUr1J01 !for a11-~· 8150.9150 Zinke-- 0.06 0.06 surfanol 104BC Surfactant Tetramettw~S-De=~.7-Diol,2,4 7,9 Butoxvethanol,2 Surfanol 104PA Surfactant Tetrameth-Decvne-<l,7•Diol,2,4 7,9 2-Prooanol S•-ol 104H S..-factant Tetrameth-D~ 7-Diol,2,4.7,9 Elhvlene Glvcol Taktone 1220 Taktone220 TECHLEN BR 1208 Tm Shot TlnooalSFP Sodium Chlonde Tinuvln292 1,2,2,6,6-Pentamethvl-4-oioendinol Methvll1,2 2,6,6-PentamethvH-Dioendinvl) sebacate biSl1,2,2,6,6-Pentamethv~4--oloendlnvn sebacate Tinuvin 1130 -.. -------- QUANTITIES CHEMICAL !!AME I CAS No. IPERCEHTAQ,d NON-ffAZARD STORAGE USE-OPEN USE-CLOSED Gals. Lbs. Gals. Lbs. Gals. Lbs.. Gals. Lbs. Toluenll--10&-88-3 100 55 .5 TrlelhonolanwM 119% 0.06 0.06 Elhanol.2.2' 2"-ritrilolris 102-71~ 99 T-121-#-8 100 0.03 0.03 T-x29-40--1,000 205 1,1-Di-lertl ,3,5-tri-cvdohexane 8731--40 calclum carbcnate 471-3+1 32 U4100U..U-_ _l_55 I _ _l 5 I ·-I ___ I_ : I ~L ~2 done 872-50-4 12 Tri-....,. 121-#-8 1 11111 ------CALLAWAY GOLF BALL MANUFACTURING AREA HAZARDOUS MATERIAL INVENTORY COMBUSTIBLE UQIIIDS F~BLE UQIIIDS cu CLIIA CLIIB CL I-A CLl-8 CL 1-C -Gals. Gals. Gals. ----55 0.06 0.03 1_-:r-I -, I_ I -- STORAGE ORQ. PEROXIDE WATER REACTIVE CARC1NOQENS . ClassV Class 1 --Lbo. ·-- Lbs. Gals. Lbo. 1.000 I_ I 1-I -r ~ -1 - CORROSIVES --Lbs. 1.- UCARLNK XL•21SE 1 5 1 1-7_L__---:-I _ ____L_ -_ J____L -_:_:_ -:: _l____§_ I I__ I -_L L______l_ -J__j I --I I L_ I_ Mullluncllonal Carbo<llnide NA 50 lllnllnllWfflVI ether acetate 1~ 45-47 x-1330-2().7 0-2 ULTRA•~•IIII . 0 ~-0 UVkexOB 22 1.1 ~ ---22 2,2' 5-!ert 7128-84-5 9&-100 VESTENAMER 8213 _ 4.4 4.4 4.4 CVclooctene, ____. 25267-51-0 NA VESTENAMER 8012 NA NA 4.4 4.4 4.4 VIBRACURE 500 100 1,000 -· . -I-----_ _L_ I _I _500 1,4 lxnnedlol 110-63-4 100 VUL'CUP40KE 0 0.25 cl-(2-tert 25155-25-3 -40 Sllane mocifted clav 1067-53-4 60 W-or-812A T----r-'"2.2T· T 1.1 T T 1 T T -, 1 0.22 W-or-812B. I I 2.2 I I 1.1 I 1 · I I I 0.22 DIRECTORR Vacuum-~ 01 ·I 1 I 01 I I I I 1 X-1.inked P 0,25 I I --1. I I ----1-l J_ I _ ____,__!_ o.25___L___J_ _ __l___J Jl.25 I __ I ,_ I ---_l_ Trfamva= mine 121-#-8 1.15 ~ ,--done 872-51).4 3 ZlncOXicle ZCAI 1314-13-2 99.9 ~ 6000 1230 6,000 ZlncOxkle ZCAI 1314-13-2 99.4 6000 1,230 6,000 ZlncOxkle ZOCHEIII 1314-13-2 99.9 6,000 1.230 6000 Zinc SI•-• or Nuodex 550-05-1 100 1,500 310 Zinc Slrio-DSC Foll 7~ NA 0 0 0 Page 9 of10 - IRRITANTS 1-SENSITIZERS Gals. I 55 Lbo.-1.. Gals, l Lbo. 0.06 0,03 T 1,000 I 55 1_5 I 0.25 , OTHER HEALTH HAZARDS -. I Lbs.' 0.06 5 1,500_ TOXICS --Lbs. 0.03 --------- USE-OPEN NOIM!AZARD COMBUSTIBLE LIQUIDS Fu.11.BLE UQUIDS ORG. PEROXIDES WATER REACTIVES CARCINOGENS CLI ,CL 11A CLIIB CL I-A CLI-II CL 1-C ClassV CL 1 Gals. Lbs. Gals. Gals. Gals. Gals. Gals. Gals. Gals. Lbs. Gals. Lbs. Gals. Lbs. 5 0.06 0.03 205 . 1 1.1 4.4 4.4 100 0.25 0.11 0.11. 0.25 0.25 1230 1230 1,230 0 ----CAf..lAWAY GOLF BAf..L WJllJFACTURING AREA HAZARDOUS MATERIAL INVENTORY CORROS\YES IRRITANTS SENSITIZERS Gals. Lbs. Gals. Lbs. Gals. Lbs. 5 0.06 0.03 205 5 1 0.25 0.25 Page 10 of 10 ------ OTHER HEALTH TOXICS CHEMCAL NAME HAZARDS Gals. Lbs. Gals. Lbs. Toluene 0.06 T-,' 111% Elhanol.2.2'.2"-nilnlolris 0.03 T T-x2MO..._.. 1.1-Di-tectl 3 3.5-lrf-=~- Calcium cart>onate U-410011ra11WN done Tri--- 1 UCARLNK XL•29SE IIUlfunctlonal cait,odimide col ~ ether acetate x- ULTRA•~•81 llviloxOB 22' 5-lert VESTBIAMER 11213 Cvclooct-.P- VESTBIAMER 8012 VIBRACURE 1 4 bulanediol vuu:UP -40KE cl-{2-tert Silane mocltled clav ·WKkll'-112A Wackor-112B DIRECTORR Vacuum~~ 01 X-1.inked P lie- Tri.th-~ne ~ --done Zinc Oxide ~,a, ZlncOxide ~ Zinc Oxide ~EMI . 310 Zinc St..,.•, or Nuodex ~ 2lnc -•SC Foi SCALE.· I 1"-40' 40 --_ c:::~--1 I I GRAPHIC SCALE IN FEET • .. _ . '•-' / ,., , .. &. "-:'' ,-.,,, ', ",',, '"· ' ·-1·-- --~ / . ·...... ;t2 ,----....,, •a,,, ~ ' I ' ,--,. ·1 . ·.... I I """:~--' ,__ · 1 l --i r -., -~. ·-----= ''''""''"''"''""'.i~· . . . . . ,., .. ~-. : .. . . I I --··-~-~ . 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" . ,. . ~ • ,~, -:: :.;. :' • ;:'~::• • :-:. :.:: :.-, >, J\ _..-\ \ ! i -... ~ . -5 L ----. . . ,,, .,,.....-" , . . . \ ~ . ,,,.,,, ' -, " ... " . . --------= -c,,.,,-. • --., " ,,. ,, , , --', ... .,,.._.. .-+-.... .. . "-' .. _..-· ----•,-, .. ;'J'I'· I -''>'--( I -..___"'-,-__ . ·::::'--,_F"P.. . ---',":;"!' -~_FO __ ,-----:-:-.JO_ · .. ::_,/:!_:-.-·;··.. .... ~--------D ,•" ___ .rr --e;,·-_i\<•,F,,:c,i-\\ , ---~ ,'t . ----;' ~½---.,, BENCH MARK DESCRIPTION: CENTERLINE WELL MONUMENT Rl80D 32D+ 78INT LOCA T/ON; INTERSECT/ON OF PALOMAR AIRPORT ROAD AND EL CAMINO REAL RECORD FROM: COUNTY OF SAN DIEGO HORIZONTAL CONTROL BOOK ELEVATION: 282.780 DATUM: U.S.C. & G.S. ...... • ---• ' " -. -.• 0 .. • . ---" . .-" 0" ......_" ·. .. "'·~ .---___ ___,---·-_.,-----i"~_::::...,,..-... ,,rHE:Af ... , --. . -.) 'cc~-----../ -'' -@ ---~ -I ' ' o€\G€.A coL1B1 '..,;Jr_ 1 ~ •• . -'----"-::-:-,.,"--"-__ . ..,--! ---,, l • ,. --•·. -: ·"' , •. ,. ' : --, . ,,. --- •. ,, --' ' i ' -" ---.rr --·': 1h -.rr --_,, .,,,,,,., --r aAJouk-- I· COURT t . ·l .. ,., .. , ... ·· PR/VA TE SEWER ANO COMPOSITE UTILITY PLAN M: \PROJECTS\2345\03A \GP7.0WG "" -= "" = = = "" --"" "" = -= = = 's I I ..... ,..._ = = "" = ..r ·e "" "" = 0 --[:; ~ = = ~ = --~ <..,> = = ~ 0 --... ~ = ~ = "' .s = "' "" = 0 ~ ,,, = -"' -= c.. "'" Cl "" = ., ..., • ~Tl~ E c ) S2 ·~ )~c21 c r-, _ -·s:-u:J ~ G ~~ ~:r j ~ LJ.. _J 0 lJ >- 1-- .....J -u <( >-lu.. <( >I.....J >I.....J <(I< _JI c:::i _J -<( I u.. U I.....J IQ (.J co 0 0 N er, <( -z C£ 0 u.. -__, <( u ... 0 <( c::o V'l __, C£ c5 0 <( 0 C£ 0 C£ 0 u.. C£ u.J I f-::> C£ 0 co ~ N /1,E VISION DATES /2\. 3/23/98 £: 7/10/98 ffi B/18/98 ISS/JE DATES PRELIMINARY DESIGN DEVELOPMENT- PLAN CHECK BID SET PERMIT SET CONSTRUCTION SET 7 /10/98 D/1,A/IIING DI/TE CHECK BY D/1,A/IIN BY PlOT SCl/lE JOB N/JMBE~ SHEET NUMBE/1, C-7