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Home My WebLink About2175 CAMINO VIDA ROBLE; CS; CB132211; Permit10-30-2013 City of Carlsbad 1635 Faraday Av Carlsbad.CA 92008 Commercial/Industrial Permit Permit No: Building Inspection Request Line (760) 602-2725 CBI 32211 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: Project Title: 2175 CAMINO VIDA ROBLE CBAD Tl 2130501300 $36,000.00 Sub Type: INDUST Lot #: 0 Construction Type: NEW Reference # Status: ISSUED Applied: 09/13/2013 Entered By: RMA Plan Approved: 10/30/2013 Issued: 10/30/2013 Inspect Area Plan Check #: AT&T- REPLACE EXISTING SINGLE WALL FUEL PIPING -WITH DOUBLE WALL PIPING- FOR EXISTING 8000 GALLON ABOVE GROUND STORAGE FUEL TANK- NO ELECTRIC Applicant: TURPIN & RATTAN ENGINEERING Owner: PACIFIC BELL 4719 PALM AV LA MESA CA 91941 619 466-6224 CALIFORNIA STATE ASSESSED OOOOO Building Permit $351.64 Meter Size Add'l Building Permit Fee $0.00 Add'l Red. Water Con. Fee $0.00 Plan Check $246.15 Meter Fee $0.00 Add'l Building Permit Fee $0.00 SDCWA Fee $0.00 Plan Check Discount $0.00 CFD Payoff Fee $0.00 Strong Motion Fee $7.56 PFF (3105540) $0.00 Park Fee $0.00 PFF (4305540) $0.00 LFM Fee $0.00 License Tax (3104193) $0.00 Bridge Fee $0.00 License Tax (4304193) $0.00 BTD #2 Fee $0.00 Traffic Impact Fee (3105541) $0.00 BTD #3 Fee $0.00 Traffic Impact Fee (4305541) $0.00 Renewal Fee $0.00 PLUMBING TOTAL $0.00 Add'l Renewal Fee $0.00 ELECTRICAL TOTAL $0.00 Other Building Fee $0.00 MECHANICAL TOTAL $0.00 Pot. Water Con. Fee $0.00 Master Drainage Fee $0.00 Meter Size Sewer Fee $0.00 Add'l Pot. Water Con. Fee $0.00 Redev Parking Fee $0.00 Reel. Water Con. Fee $0.00 Additional Fees $0.00 Green Bldg Stands (SB1473) Fee $1.00 HMP Fee ?? Fire Expedidted Plan Review $475.00 Green Bldg Standards Plan Chk ?? TOTAL PERMIT FEES $1,081.35 Total Fees: $1,081.35 Total Payments To Date: $1,081.35 Balance Due: $0.00 Inspector: f^' FINAL A| Date: ^ Clearance: NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively refen-ed to as "fees/exactions." You have 90 days fronn the date this pemiit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Govemment Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which vou have previousiv been given a NOTICE similar to this, or as to which the statute of limitations has oreviouslv otherwise expired. THE FOLLOWING APPROVALS REQUIRED PRIOR TO PERMITISSUANCE: DPLANNING LIIENGINEERING nBUlLDING DFIRE nHEALTH EZjHAZMATfAPCD CITY OF CARLSBAD Building Permit Appiication 1635 Faraday Ave., Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 email: building@carlsbadca.gov www.carlsbadca.gov Plan Check No Est. Vaiue PlanCk DeposltY CL% .1 f) SWPPP JOBADDRESS 2175 Camino Vida Roble, Carlsbaci, CA SUITE#/SPACE#/UNIT* CT/PROJECT # # BATHROOMS TENANT BUSINESS NAME CONSTR. TYPE OCCGROUP DESCRIPTION OF WORK: Include Square Feet of Affected Areafs^ Replacement of existing single-wall fuel piping to double-wall fuel piping for an existing 8,000 gallon aboveground storage fuel tank EXISTING Central TelephonV Office/ GARAGE (SF) PATIOS (SF) DECKS (SF) FIREPtACE YES|~|». NOl I AIR CONDITIONING YES QNO [Z] FIRE SPRINKLERS YES I |NO| I APPLICANTNAME (Primary Contact) Rade Kecman, P.E. APPLICANT NAME ^Secondary Contact; ADDRESS Turpin & Rattan Eng., 4719 Palm Ave. ADDRESS CITY La Mesa STATE CA ZIP 91941 CITY STATE ZIP PHONE 619-466-6224 619-466-6233 PHONE EMAIL rkecman@treisd.com ADDRESS' , . PROPERTKpWNER NAME ^ . ........ /Vp/Vt^ JTUUI/W" AT&T ADDRESS CITY ^ . STATE ZIP ~, ~ CITY STATE ZIP PHONE 7l4- -g^S^'C^TS PHONE 1 ^ FAX . , / ^ ^ EMAIL . . ^ EMAIL STATELIC.# I CLASS j CITY BUS.. LIC.# | ARCH/DESIGNER NAME & ADDRESS (Sec. 7031.5 Business and Professions Code: Any City or County wtiicti requires a permitto construct, alter, improve, demolish or repair any structure, priorto its issuance? also requires ttie applicant for suoh permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law fChapter 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 fora permit subjects the applicant to a civil penalty of not more than five hundred dollars {$500)). WORKERS' COMPENSATION ,Wori« 'P. Wortters' Compensation Declaiatlon: / fiereby affirm under pene^ ofpeijury one ofthe folbwing declarations: I have and will malntiiln a certificate of consent to self-insure for wortters' compensation as provided by Section 3700 of the Labor Code, for the peribrmance of the wortt for which this pertnit is issued, have and will maintain wortters' compensation, as reauired bv Section 3700 of the Labor Code. Ibr the perfomiance of the wortt fbr which this pemiit Is Issued. My wortters' compensation Insurance carrier and jxillcy numberare: Insurance Co.. Policy No. This section need not be completed if the permit is fbr one hundred dollars ($100) or less. I I Certificate of Exemption: I certify that in the perfomiance of the wortt for which this pemiit is Issued, I shall not employ any person in any manner so as to become subject to the Wortters' Compensation Laws of Callfbmia. WARNING: Failure to secure wortters' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&iOO,000), in addition to the cost of campensation, damages as providedfor in Section 3706 of the Labor code, interest and attomey's fees. ^eS" CONTRACTOR SIGNATUR|;^;5^^ '^^^'7^Z^<7:S^ OWNER-BUILDER DECLARATION • AGENT DATE sr and polk Expiration Date /<g//^^C^Y ubject to the Wortters' Compensatiot ) one hundred thousand dollars (S I hereby affinn that I am exenpt from Contractor's Ucense Law fbr the folhwing reason: I I I, as owner of the property or my employees with wages as their sole compensation, will do the wortt and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such wortt himself or through his own employees, provided that such impiDvements 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 fbr the purpose of sale). I I I, as owner of the property, am exclusively contracting with licensed contrxtors to constmct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). I I I am exempt under Section _ .Business and Professions Code for this reason: 1.1 personally plan to provide the major labor and materials for constnx;tion of the proposed property improvement •Yes Qto 2.1 (have / have not) signed an application for a building pemiit for the proposed wortt. 3.1 have contracted with the following peison (fimi) to provide the proposed constmction (include name address / phone / contractors' license number): 4.1 plan to provide portions of the worit, but I have hired the following person to coordinate, supen/ise and provide the major worit (include name / address / phone / contractors' license number): 5.1 will provide some of the worit, but I have contracted (hired) the foltowing persons to provide the worit indicated (include name / address / phone / type of wortt): >£rPROPERTY OWNER SIGNATURE []AGENT DATE COMPLETE THIS SECTION FOR N O N - R E S I D E N T I A L BUILDING PERMITS ONLY Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials rogistration form or risk management and prevention program under Sections 25505,25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? Yes No Is the applicant or future building occupant required to obtain a pemiit from the air pollution control district or air guality management district? Yes No Isthelacilitytobeconstructedwithin 1,000feetoftheoutorboundaryofaschoolsite? Yes No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the worit this penmit is issued (Sec. 3097 (i) Civil Code). Lender's Name Lender's Address APPLICANT CERTIFICATION I certify that I have read tlie applicalion and state thatthe above intbimation is conect and thatthe infbmiation on the plans is accuiate. I agree to comply witti all Qfy ordinances and State laws lelattng to building constnictton. 1 hereby aulhorize representative of the Cify of Carlsbad to enter upon lhe abowe mentkxied property for inspectton purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HAFiMLESS THE CiTY OF CARLSBAD AGAINST AU. UABIUTIES, JUDGMENTS, COSTS AND EXPENSES WHICH li^AY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THiS PERMIT OSHA: An OSHA pemiit is nequired fa excavattons over 5'0' deep and demoiitkm or constnjctton of structures over 3 stories in heighl EXPIRATION: Every permit issued by the Buikiing Offtoial under lhe proviskxis of this Code shali expire by limitatkxi and become null and vokl if the building or worit authorized by such pennit is not commenced within 180 days fiom fhe date ofsuch pennit or if fliatuilding or worit authorized by such pennit is suspended or abandoned at any time after Ihe worit is commenced for a period of 180 days (Sectton 106.4.4 Unifbmi Buikiing Code). vgS'APPLICANT'S SIGNATURE "^^^ STOP: THIS SECTION NOT REQUIRED FOR BUILDING PERMIT ISSUANCE. Complete the following ONLY if a Certificate of Occupancy will be requested at final inspection. Fax (760) 602-8560, Email buildingtgcarlsbadca.gov or Mail the completed forni to City of Cartsbad, Building Division 1635 Faraday Avenue, Carisbad, Califomia 92008. C0#: (Office Use Only) CONTACT NAME OCCUPANT NAME ADDRESS BUILDING ADDRESS CITY STATE ZIP CITY STATE ZIP Carlsbad CA PHONE FAX EMAIL OCCUPANT'S BUS. LIC. No. DEUVERY OPTIONS PICKUP: CONTACT (Listed above) OCCUPANT (Usted above) CONTRACTOR (On Pg. 1) MAILTO: CONTACT (Listed above) OCCUPANT (Listed above) CONTRACTOR (On Pg. 1) MAIL / FAX TO OTHER: ASSOCIATED CB# NO CHANGE IN USE / NO CONSTRUCTION CHANGE OF USE / NO CONSTRUCTION ASSOCIATED CB# NO CHANGE IN USE / NO CONSTRUCTION CHANGE OF USE / NO CONSTRUCTION >«f APPLICANT'S SIGNATURE DATE Inspection List Permit*: CB132211 Type: Tl INDUST AT&T-REPLACE EXISTING SINGLE WALL FUEL PIPING --WITH DOUBLE WAL Date Inspection Item Inspector Act Comments 12/03/2013 89 Final Combo IVIC Fl Monday, April 28, 2014 Page 1 of 1 5% CARLSBAD |N$piCTION RECORD Building Diylsion^ 0 INSPECTION RECORD.CARD WITH APPROVED PLANS MOST BE KEPT ON THE .JOB B CALL BEFORE 3:30 pm FOR NEXT WORK DAY INSPECTION 0 FOR BUILDING INSPECTION CALL:'?60-602-2725 OR GO TO: www.Carlsbadca.qov/Bulldiftg AND CLICK ON "Request inspection" DATE: /o/^0//5 CB132211 AT. r pr, CAMINO VIDA ROBLE \~ ,!^t'"LACE EXISTING SINGl F mp CV^C'^'TK^'''''^''^ ""^^'W DOUBLE WALL F?IP.NG-Sipfr't c'Pcf ^^^'-^^•^ '^'^ GROUND STORAGt FUEL TANK- NO ELECTRIC n INDUST Lot#, TURPIN Z RATTAM ENGiye'^ TURPIN & RATTAN E RECORD IF "YES" IS CHEckED BELOW IF YOU HAVE ANY QUESTIONS ALL REQUIRED APPROVALS AL OR BRING IN A COPY OF THI REACHED AT T60-602-270C PLEASE CALL. THE APPLICABLE THIS CARD TO: 1635 F OO BETWEEN 7:30 AM eOUIRED EBieg TO REQUESTING A DIVISIONS AT THE PHONE NUMBI -602-8560. EMAIL TO BLDGIN! 8:00 AM THE DAY OF YOUR INSPECTION. NO YES Required Prior to Requesting Building Final If Checked YES Date Inspector .i Notes jf' Z^ Planning/Landscape 'i 760-944-8463 Allow 48 hours y CM&I (Engineering Inspections! 760-438-3891 Call before 2 pm -J Fire Prevention I 760-6i02-4660 Atlow 48 hours ^ - I % \ I CODE # BUILDING #11 FOUNDATION Date Inspector #12 REINFORGEDSTEEL #66 MASONRY PRE GROUT • GROUT • WALL DRAINS #10 TILTPANELS #11 POUR STRIPS #11 COLUMN FOOTINGS #U SUBFRAME • FLOOR • CEILING ROOFSHEATHING #13" EXT. SHEAR PANELS #16 INSUUTION ~#18 EXTERIOR UTH #17' INTERIOR UTH & DRYWALL _#S1 POOLEXCA/STEEL/BOND/FENCE #55 PBEPUSTER CODE # ELECTRICAL #31 • ELECTRIC UNDERGROUND • UFER #34 ROUGH ELECTRIC Oate #33 • ELECTRIC SERVICE • TEMPORARY #35 PHOTOVOLTAIC #39 FINAL CODE # MECHANICAL #41 UNDERGROUND DUCTS & PIPING #44 • DUCT & PLENUM • REF. PIPING #43 HEAT-AIR COND. SYSTEMS #49 FINAL CODE # COMBO INSPECTION Inspector #81 UNDERGROUND (11.12.21,31) #82 DRYWALLEXT UTH, GASTES (17,18,23) #83 ROOFSHEATING, EXTSHEAR (13,15) 4*19 FINAL #84 FRAME ROUGH COMBO (14,24,34,44) /r85 T-Bar (14.24.34,44) PLUMBING CODE # s22 n SEWER &BL/CO_ •PL.-CO #21 UNDERGROUND •WASTEJJl'IR #24 TOP our '.Ii WASTE _• WTR #27 TUB&SHOW'ERPAN • GAS PIPING ~ Date Inspector r#89 FINAL OCCUPANCY (19.29,39,49) FIRE Date A/S UNDERGROUND VISUAL^ A.'S UNDERGROUNDIIYDRO <»23 DGASTEST _ i«25 WATERH¥\TER_ #28 SOLAR WATER^ 'M9'"FTNAL A.'S UNDERGROUND FLUSH A/S OVERHEAD VISLAL A. S OVERHEAD HYDR^TATIC A S FINAL STORM WATER irBOO PRF-CONSTRUCTION MEETING F'A ROUGH-IN F'A FINAL #603 FOLLOW UP INSPECTION FIXED EXTINGUISHING SYSTEM ROUGH-IN #605 NOTICETO CLEAN FIXED EXTING SYSTEM HYDROSTATIC TEST #807 WRITTEW WARNING ii609 NOTICEJirVIOUTION _ #610 VERBALWABNiH0l „. FIXED EXnNOuiSHINQ SYSTTEM FINAL MEDICAL "CASPRESSURE TEST~ 'MEDICAL GAS FINAL Inspector SEE EACK FOR Srri-rAl N ",TI S Carlsbad 13-2211 9/24/13 EsGil Corporation In (PartnersHip witH government for (BuMing Safety DATE: 9/24/13 • APPLICANT A JURIS. JURISDICTION: Carlsbad • PLANREVIEWER • FILE PLANCHECKNO.: 13-2211 SET. I PROJECT ADDRESS: 2175 Camino Vida Roble PROJECT NAME: AT & T Emergency Generator Upgrades The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. I I The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. I I The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. I I The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. I I The applicant's copy of the check list has been sent to: EsGil Corporation staff did not advise the applicant that the plan check has been completed. I I EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Email: Fax #: Mail Telephone Fax In Person n REMARKS: By: Chuck Mendenhall Enclosures: EsGil Corporation • GA • EJ • PC 9/17/13 Carlsbad 13-2211 9/24/13 [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLANCHECKNO.: 13-2211 PREPARED BY: Chuck Mendenhall DATE: 9/24/13 BUILDING ADDRESS: 2175 Camino Vida Roble BUILDING OCCUPANCY: NA TYPE OF CONSTRUCTION: NA BUILDING PORTION AREA ( Sq. Ft.) Valu ation Multiplier Reg. Mod. VALUE ($) Equip. Upgrade NA Hrly Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdction Code cb By Ordinance Bldg. Permit Fee by Ordinance Plan Check Fee by Ordinance • Type of Review: • Complete Review dlRepeljtive Fee ^ Repeats Based on hourly rate • Other •—Hourly EsGil Fee • Structural Only Hr.@ $86.00 Comments: Sheet 1 of 1 macvalue.doc •^ PLAN CHECK PLAN CHECK Community & Economic %^ CITY OF REVIEW Development Department 1635 Faraday Avenue CARLSBAD TRANSMITTAL Carlsbad CA 92008 www/.carlsbadca.gov DATE:09/30/13 PROJECT NAME: AT&T PROJECT ID: CB 13-2211 PLANCHECKNO: 1 SET#: ADDRESS: 2175 CAMINO VIDA ROBLE APN: VALUATION: $36,000 NEW FUEL PIPING TO EXISTING 8,000 GAL STORAGE TANK / This plan check review is complete and has been APPROVED by the ENGINEERING Division. By: KATHLEEN LAWRENCE 09/30/13 A Final Inspection by the Division is required Yes / No This pian check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Piease resubmit amended plans as required. Plan Check Comments have been sent to: RKECMANSTREISD.COIVI You may a/so have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. For questions or clarifications on the attached checkdist please contact the following reviewer as marked: PLANNING 760-602-4610 ENGINEERING 760-602-2750 FIRE PREVENTION 760-602-4665 Chris Sexton 760-602-4624 Chris.Sexton®ca risbadca.gov / Kathleen Lawrence ^ 760-602-2741 Kathleen.Lawrence@carlsbadca.gov Greg Ryan 760-602-4663 Gregorv.Rvan@carlsbadca.gov Gina Ruiz 760-602-4675 Gina.Ruiz@carlsbadca.gov Linda Ontiveros 760-602-2773 Linda.Ontiveros@carlsbadca.gov Cindy Wong 760-602-4662 Cvnthia.Wong@carlsbadca.gov Dominic Fieri 760-602-4664 Dommic.Fierl@carlsbadca.gov Remarks: NO ADDITIONAL ENG. FEES PLANNING DIVISION Development Services Planning Division BUILDING PLAN CHECK Development Services Planning Division ^ CITY OF APPROVAL 1635 Faraday Avenue CARLSBAD P-29 (760) 602-4610 www.carlsbadca.eov DATE: 9/16/13 PROJECT NAME: PIPING PROJECT ID: PLAN CHECK NO: CB132211 SET#: ADDRESS: 2175 CAMINO VIDA ROBLE APN: ^ This plan check review is complete and has been APPROVED by the PLANNING Division. By: GINA RUIZ A Final Inspection by the PLANNING Division is required • Yes ^ No You may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the Issuance of a building permit Resubmitted plans should include corrections from all divisions. []] This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check APPROVAL has been sent to: RKECMAN@TREISD.COM For questions or clarifications on the attached checl<list please contact the following reviewer as marked: PLANNING 760-602-4610 ENGINEERING 760-602-2750 FIRE PREVENTION 760-602-4665 1 1 Chris Sexton 760-602-4624 Chris.Sexton@carlsbadca.gov Kathleen Lawrence 760-602-2741 Kathleen.Lawrence@carlsbadca.gov 1 1 Greg Ryan 760-602-4663 Gregorv.Rvan@carlsbadca.gov Gina Ruiz 760-602-4675 Glna.Ruiz@carlsbadca.gov 1 1 Linda Ontiveros 760-602-2773 Llnda.Ontiveros@carlsbadca.gov Q Cindy Wong 760-602-4662 Cvnthia.Wong@carlsbadca.gov 1 1 Dominic Fieri 760-602-4664 Dominic.Fieri@carlsbadca.gov Remarks: ^ CITY OF CARLSBAD PLAN CHECK REVIEW TRANSMITTAL Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov DATE: 10/28/2013 PUN CHECK NO: 1 SET#: 1 PROJECTNAME: AT&T-AST ADDRESS: 2175 CAMINO VIDA ROBLE PROJECT ID: CB132211 APN: • This plan check review is complete and has been APPROVED by the FIRE Division. By:GR A Final Inspection by the FIRE Division Is required |^ Yes n No This plan check review is NOT COMPLETE. Items missing or Incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: You may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted pians shouid include corrections from ali divisions. For questions or clarifications on tiie attached checkiist piease contact the foiiowing reviewer as marked: ENGINEERING FIRE PRE\^mi0N 1 1 Chris Sexton 760-602-4624 Chris.Sexton@carlsbadca.gov 1 1 Kathleen Lawrence 760-602-2741 Kathleen.Lawrence@carlsbadca.gov X Greg Ryan 760-602-4663 Gregory.Rvan@carlsbadca.gov 1 1 Gina Ruiz 760-602-4675 Gina.Ruiz@carlsbadca.gov 1 1 Linda Ontiveros 760-602-2773 Linda.Ontiveros@carlsbadca.gov 1 1 Cindy Wong 760-602-4662 Cvnthia.Wong@carlsbadca.gov • • 1 1 Dominic Fieri 760-602-4664 Dominic.Fieri@carlsbadca.gov Remarks: APPROVED SEE ATTACHED Carlsbad Fire Department Plan Review Date of Report: 10-28-2013 Requirements Categor)i5Al, INDUST Reviewed by: \Zj/ Name: Address: Permit #: TURPIN & RATTAN ENGINEERING 4719 PALM AV LA MESA CA ATTN: RADE KECMAN 91941 CB132211 Job Name: Job Address: AT&T- REPLACE EXISTING SINGLE 2175 CAMINO VIDA ROBLE CBAD Please review carefully ail comments attached. CITY OF CARLSBAD FIRE DEPARTMENT - APPROVED: W/ REQUIREIVIENTS THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUANCE OF BUILDING PERMIT. THIS APPROVAL IS SUBJECTTO FIELD INSPECTION AND REQUIRED TEST, NOTATIONS HEREON, CONDITIONS IN CORRESPONDENCE AND CONFORMANCE WITH ALL APPLICABLE REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE THE VIOLATION OF ANY LAW. 1. IN ACCORDANCE WITH CFC CHAPTER 1, SECTION 105 THE OWNER/OPERATOR OF THE ABOVE GROUND FUEL STORAGE TANK IS REQUIRED TO OBTAIN AND MAINTAIN AN "ANNUAL" OPERATIONAL USE PERMrr. PERMITTING INFORMATION MAY BE OBTAINED BY CONTACTING THE FIRE CODE OFFICIAL AT 760-602-4665. Entry: 10/28/2013 By: GR Action: AP SLDG. DEPT COPY RECOMMENDATION FOR APPROVAL Page: 1 of 4 Daryl K. James & Associates, Inc. Checked By: Robert Salgado Plan Check Date: 10/19/2013 APPLICANT: Rade Kecman, Primary Applicant Turpin & Rattan; (619) 466-2424; rkecman@treisd.com JURISDICTION: Carlsbad Fire Department, Fire Prevention PROJECT NAME: AT&T Fuel Tank PROJECT ADDRESS: 2175 Camino Vida Roble, Carlsbad, CA PROJECT DESCRIPTION: CB132211- The AT&T fuel tank project involves work associated with operation of an (E) 8,000 gallon aboveground storage tank. Work is limited to minor demo and replacement of fuel piping; no change of fuel contents. Modifications to any existing fire alarm and detection systems, fire sprinkler systems, or other fire protection systems will be submitted separately as deferred submittal items. This plan review has been conducted in order to verify conformance to minimum requirements of codes adopted by the Carlsbad Fire Department applicable to the scope of work. The items below require correction, clarification or additional information before this plan check can be approved for permit issuance. FLS COMMENTS (non-structural plan review): SHEETG001. COVER SHEET GENERAL: (1) v^There's a discrepancy in the intended scope of work. The project title on the lower right margin calls out "tank replacement" and the center box at the top of the cover sheet calls-out a "fuel system repair," and the Building Permit Application indicates the work is specific to the replacement of piping only. Please clarify. See Sheet G002, middle right margin. (2) •Has AT&T completed a San Diego Regional Hazardous Materials Questionnaire? Please clarify. This document can be Retrieved from http://www.carlsbadca.gov/services/departments/building/Documents/HazMatQuestion.pdf (3) •Clarify extent of required foam fire protection, in accordance with 2010 CFC, Section 3404.2.9.1 [NFPA 11 or NFPA 11 A]. (4) */\f applicable, add a separate box onto the Title Sheet; label it: "FIRE DEPARTMENT DEFERRED SUBMITTALS" and insert the following "TEXT" [verbatim]. •Deferred Submittal Items: a, •Fully-Automatic Fire Sprinkler System, 2010 CFC, Section 903, and NFPA 13, 2010 edition. Architect of record (AOR) to consult with the city of Carlsbad Fire Marshal for 1 specific design criteria and/or refer to the Hazardous Materials Report for fire sprinkler requirements (hazard class/density). b. •Fire Alarm and Detection System, 2010 CFC, Sections 907.1 through 907.9 (which includes all other uses and occupancy groups associated with this project), and NFPA 72, 2010 edition. Specify type of system: Manual or automatic, combination automatic/manual alarm and detection system, and specify sprinkler monitoring requirements in accordance with 2010 CFC, 903.4 through 903.4.2. SHEETG002. INSTALL PLAN & NOTES GENERAL: (1) •Revise the "Scope of Work" statement; summarize the description but include a list of materials or parts that will be replaced "in kind" and which materials or parts will be installed as new. Additionally, the "Scope of Work" statement should include information related to the contents of the tank [Class I or II liquids], and define the purpose ofthe stored fuel; i.e. name and type of fuel and its intended use, etc. Also add a note onto the plans describing the location of the (E) tank: Located outdoors in the open environment or in an enclosure. {2)%/ Provide a materials component booklet comprised of manufacture cut sheets for all newly installed components, devices, and parts associated with the fuel tank repair work; i.e. new anchorage/fastening hardware, new flanges, new flex lines and connectors, new fittings, new floor sensors, new gauges, new leak sensors, new piping, new sump pumps, new valves, new vent piping, vent-line flame arrester and venting devices, electrical components and devices, etc. (3) •Delete all references to the "NEC" and replace with the CEC (California Electrical Code), typical, all notes. (4) •Provide Material Safety Data Sheet for the chemicals/liquids that will be stored in the 8,000 gallon AST. (5) •Show the location of the required fire extinguishers; specify class, type, and size. (6) •Update the "APPLICABLE CODES & STANDARDS" box to show the following code references; also include all NFPA and referenced Standards specific to this project. • NOTE: NFPA 780, PEI RP200, and ASTM A53 are not listed in the 2010 CFC Chapter 47, Referenced Standards, please clarify applicable design standards. 2010 California Administrative Code (CAC) Part 1, Title 24, California Code of Regulations (CCR) 2010 California Building Code (CBC), Volumes 1 and 2 Part 2, Title 24, California Code of Regulations (CCR) Based on ttie 2009 International BuiliJing Code (IBC) with 2010 Amendments 2010 California Electrical Code (CEC Part 3, Title 24, California Code of Regulations (CCR) Based on tiie 2008 National Eiectricai Code (NEC) with 2010 Amendments 2010 California Mechanical Code (CMC Part 4, Title 24, California Code of Regulations (CCR) Based on the 2009 Uniform l\/lechanical Code (UMC) with 2010 Amendments 2010 California Plumbing Code (CPC Part 5, Title 24, California Code of Regulations (CCR) Based on the 2009 Uniform Plumbing Code (UMC) with 2010 Amendments 2010 California Energy Code 2010 California Fire Code (CFC) Part 9, Title 24, California Code of Regulations (CCR) Based on the 2009 International Fire Code (IFC) with 2010 Amendments Example: NFPA STANDARDS: • NFPA 11, 2005 Edition • NFPA 13, 2010 Edition • NFPA 30, 2008 Edition • NFPA 72, 2010 Edition • NFPA 704, 2007 Edition . NFPA 11, 2005 Edition (7) •Provide a separate drawing with details and notes that specify the requirements for labels, placards, and signs; i.e. placards prohibiting smoking and open flames, placards identifying the material stored inside the tank, emergency shutoff devices, etc. Refer to 2010 CFC, Section 3404.2.3 and NFPA 704. • SHEET U501. FUEL SYSTEM DETAILS FUEL STORAGE: (1) •Add the following note to Sheet U501: • All electrical work shall comply with the 2010 California Electrical Code (CEC) Part 3, Title 24, California Code of Regulations (CCR) Based on the 2008 National Electrical Code (NEC) with 2010 Amendments; and all other applicable codes, regulations, and standards, as adopted by the city of Carlsbad." (2) •Provide a separate drawing that depicts the design and construction of the required electrical system. Electrical circuits and wiring in "Hazardous Locations" (for this application) must be installed in accordance with the 2010 CEC, Articles 500 and 514. The drawing should list all boxes, conduit, fittings, connectors, cabinets, and wiring suitable for Class I, Divisions I and II installations. Include diagrammatic and single-line diagrams that show point-to-point connections and bonding/grounding terminations. BLDG. DEPT COPY CORRECTION LIST Page: 1 of 3 Daryl K. James & Associates, Inc. Checked By: Robert Salgado Plan Check Date: 09/22/2013 APPLICANT: Rade Kecman, Primary Applicant Turpin & Rattan; (619) 466-2424; rkecman@treisd.com JURISDICTION: Carlsbad Fire Department, Fire Prevention PROJECT NAME: AT&T Fuel Tank PROJECT ADDRESS: 2175 Camino Vida Roble, Carlsbad, CA PROJECT DESCRIPTION: CB132211 - The AT&T fuel tank project involves work associated with the operation of an (E) 8,000 gallon aboveground storage tank. Work is limited to minor demo and replacement of fuel piping; no change of fuel contents. Modifications to any existing fire alarm and detection systems, fire sprinkler systems, or other fire protection systems will be submitted separately as deferred submittal items. This plan review has been conducted in order to verify conformance to minimum requirements of codes adopted by the Carlsbad Fire Department applicable to the scope of work. The items below require correction, clarification or additional information before this plan check can be approved for permit issuance. RESUBMITTAL INSTRUCTIONS TO AVOID DELAY IN EXPEDITED RECHECK SERVICES: • Corrections or modifications to the plans must be clouded and provided with numbered deltas and revision dates. • Provide a written response following each comment, On This Correction List, explaining how and where you've addressed each plan review comment. • Provide a copy of Building Department (EsGil) comments. Input fire revisions onto the Building Department plan check. • Please direct any questions regarding this review directly to: Robert Salgado at: (951) 541-4380, or to his email address at: fisreview_inspection(groadrunner.com COMMENTS MUST BE SUBMITTED DIRECTLY TO THE FOLLOWING ADDRESS TO AVOID DELAY: Attn: Robert Salgado 40312 Emery Drive Temecula, CA 92591 FLS COMMENTS (non-structural plan review): SHEETG001. COVER SHEET GENERAL: (1) There's a discrepancy in the intended scope of work. The project title on the lower right margin calls out "tank replacement" and the center box at the top of the cover sheet calls-out a "fuel system repair," and the Building Permit Application indicates the work is specific to the replacement of piping only. Please clarify. See Sheet G002, middle right margin. (2) Has AT&T completed a San Diego Regional Hazardous Materials Questionnaire? Please clarify. This document can be Retrieved from http://www.carlsbadca.gov/services/departments/building/Documents/HazMatQuestion.pdf (3) Clarify extent of required foam fire protection, in accordance with 2010 CFC, Section 3404.2.9.1 [NFPA 11 or NFPA 11 Aj. (4) If applicable, add a separate box onto the Title Sheet; label it: "FIRE DEPARTMENT DEFERRED SUBMITTALS" and insert the following "TEXT" [verbatim]. Deferred Submittal Items: a. Fully-Automatic Fire Sprinkler System, 2010 CFC, Section 903, and NFPA 13, 2010 edition. Architect of record (AOR) to consult with the city of Carlsbad Fire Marshal for specific design criteria and/or refer to the Hazardous Materials Report for fire sprinkler requirements (hazard class/density). b. Fire Alarm and Detection System, 2010 CFC, Sections 907.1 through 907.9 (which includes all other uses and occupancy groups associated with this project), and NFPA 72, 2010 edition. Specify type of system: Manual or automatic, combination automatic/manual alarm and detection system, and specify sprinkler monitoring requirements in accordance with 2010 CFC, 903.4 through 903.4.2. SHEETG002. INSTALL PLAN & NOTES GENERAL: (1) Revise the "Scope of Work" statement; summarize the description but include a list of materials or parts that will be replaced "in kind" and which materials or parts will be installed as new. Additionally, the "Scope of Work" statement should include information related to the contents of the tank [Class I or il liquids], and define the purpose ofthe stored fuel; i.e. name and type of fuel and its intended use, etc. Also add a note onto the plans describing the location of the (E) tank: Located outdoors in the open environment or in an enclosure. (2) Provide a materials component booklet comprised of manufacture cut sheets for all newly installed components, devices, and parts associated with the fuel tank repair work; i.e. new anchorage/fastening hardware, new flanges, new flex lines and connectors, new fittings, new floor sensors, new gauges, new leak sensors, new piping, new sump pumps, new valves, new vent piping, vent-line flame arrester and venting devices, electrical components and devices, etc. (3) Delete all references to the "NEC" and replace with the CEC (California Electrical Code), typical, all notes. (4) Provide Material Safety Data Sheet for the chemicals/liquids that will be stored in the 8,000 gallon AST. (5) Show the location of the required fire extinguishers; specify class, type, and size. (6) Update the "APPLICABLE CODES & STANDARDS" box to show the following code references; also include all NFPA and referenced Standards specific to this project. • NOTE: NFPA 780, PEI RP200, and ASTM A53 are not listed in the 2010 CFC Chapter 47, Referenced Standards, please clarify applicable design standards. 2010 California Administrative Code (CAC) Part 1, Title 24, California Code of Regulations (CCR) 2010 California Building Code (CBC), Volumes 1 and 2 Part 2, Title 24, California Code of Regulations (CCR) Based on the 2009 International Building Code (IBC) with 2010 Amendments 2010 California Electrical Code (CEC Part 3, Title 24, California Code of Regulations (CCR) Based on the 2008 National Electrical Code (NEC) with 2010 Amendments 2010 California Mechanical Code (CMC Part 4, Title 24, California Code of Regulations (CCR) Based on the 2009 Uniform Mechanical Code (UMC) with 2010 Amendments 2010 California Plumbing Code (CPC Part 5, Title 24, California Code of Regulations (CCR) Based on the 2009 Uniform Plumbing Code (UMC) with 2010 Amendments 2010 California Energy Code 2010 California Fire Code (CFC) Part 9, Title 24, California Code of Regulations (CCR) Based on the 2009 International Fire Code (IFC) with 2010 Amendments Example: NFPA STANDARDS: • NFPA 11, 2005 Edition • NFPA 13, 2010 Edition • NFPA 30, 2008 Edition • NFPA 72, 2010 Edition • NFPA 704, 2007 Edition • NFPA 11, 2005 Edition (7) Provide a separate drawing with details and notes that specify the requirements for labels, placards, and signs; i.e. placards prohibiting smoking and open flames, placards identifying the material stored inside the tank, emergency shutoff devices, etc. Refer to 2010 CFC, Section 3404.2.3 and NFPA 704. SHEET U501. FUEL SYSTEM DETAILS FUEL STORAGE: (1) Add the following note to Sheet U501: • All electrical work shall comply with the 2010 California Electrical Code (CEC) Part 3, Title 24, California Code of Regulations (CCR) Based on the 2008 National Electrical Code (NEC) with 2010 Amendments; and all other applicable codes, regulations, and standards, as adopted by the city of Carlsbad." (2) Provide a separate drawing that depicts the design and construction of the required electrical system. Electrical circuits and wiring in "Hazardous Locations" (for this application) must be installed in accordance with the 2010 CEC, Articles 500 and 514. The drawing should list all boxes, conduit, fittings, connectors, cabinets, and wiring suitable for Class I, Divisions I and II installations. Include diagrammatic and single-line diagrams that show point-to-point connections and bonding/grounding terminations. COMPONENT BOOKLET FOR: AT&T CARLSBAD FUEL MODIFICATION PROJECT Prepared For: Carlsbad Fire Department, Fire Prevention 1635 Faraday Ave. Carlsbad, CA Prepared By: Turpin & Rattan Engineering 4719 Palm Avenue La IVIesa, CA9194 Amerex Corporation RUGGED • 12 Year Warranty • Hot Dip Galvanized Drawn Steel Cylinders • High Gloss Polyester Powder Paint (Best corrosion protection available) • All Metal Valve Construction • Gauge Guards - Chrome Plated Brass • Protective Rubber Foot Rings • Superior Range (Vertical & Horizontal) • High (240 PSO Operating Pressure • Temperature Range -65^ to 120°F CHOICE OF CHEMICALS: ABC Multi Purpose, Regular, Purple K SELECT FAST FLOW FOR: High Flow Rate Fast Discharge Quicker KnocKdown More Operator Protection SELECT COMPLIANCE FLOW FOR: Long Range Highest UL Ratings USER FRIENDLY • Wide Grip Allows Clearance for Gloved Hand • Large Loop Stainless Steel Pull Pin • Bar Coded and Bi-lingual Labels OPTION • USCG Approved with Bracket Listed on UL Label • Hot dip galvanized USCG brackets available Fast Flow 594 581 567 582 568 595 580 584 569 Compliance Flow 592 564 589 599 566 591 Available in 125 and 250 Ib. Wheeled and Stationary extinguishers HIGH PERFORMANCE extinguishers are the ultimate choice in fire extinguishers for high hazard, frequent use and extreme environment applications. Economical - less initial cost, lower maintenance costs and greater reliability than cartridge operated extinguishers. Lower initiai cost and lower costs to maintain AGENT TYPE ABC DRY CHEMICAL REGULAR DRY CHEMICAL PURPLE K DRY CHEMICAL ABC DRY CHEMICAL PURPLE K DRY CHEMICAL PERFORMANCE FAST FLOW ! COMPLIANCE FLOW VALVE TYPE CHROME PLATED BRASS WITH GAUGE GUARD DESIGN HOSES NOZZLE MODEL NUMBER 694 581 567 582 568 595 580 584 569 592 564 589 599 566 591 ULS ULC RATING 2A4I)BC 4A:40B:C 4A:40B:C 40B:C 40B:C 40B,C 40B:C 20BC 40BC 4A 80B C 10A:120B,C 10A:160B,C 80B,C 120BC 160B,C CAPACITY (LBS./KG) 13,2/6 20/9 30/13,6 20/9 30/13,6 13 2/6 20/9 20/9 30/13,6 13,2/6 20/9 30/13,6 13,2/6 20/9 30/13,6 SHIPPING WT, (LBS.) 31 42,5 58 425 58 31 42,5 42,5 58 31 42,5 58 31 425 58 HEIGHT (IN.) 17,5 24,75 26,5 2475 26,5 17,5 2475 24,75 26,5 17,5 24,75 26,5 17,5 24,75 26,5 WIDTH (IN.) 10,5 10,5 11 10,5 11 10,5 10,5 10,5 11 10,5 10,5 11 10,5 10,5 11 DEPTH (IN.) 7 7 8 7 8 7 7 7 8 7 7 8 7 7 8 RANGE (INITIAL-FT) 40-50 40-50 40-50 40-50 40-50 DISCHARGE TIME (SEC) 15 18 21 15 17 15 15 10 16 22 30 34 22 29 34 AVERAGE DISCHARGE RATE (LBS./SEC.) ,94 1,20 1,60 1,40 1,76 ,94 1,44 2,00 1,88 ,59 ,65 ,85 ,61 ,67 ,81 INCLUDED BRACKET WALL WALL WALL WALL WALL Manufactured and Tested to ANSI/UL Standards Complies with NFPA 10 Standard ISO-9001 / ISO-14001 Certified UL LISTED CONFORMS TO TEST STANDARDS: CAN/ULC-S504 - ANSI/UL299 & CAN/ULC-S508 -ANSI/UL711 MADE IN U.SJL ^ Model 691BSS Full Port Locking Ball Valve SPECIFICATION SHEET Ball valves are used throughout fuel piping systems where a shut-off is required or desired. Features • Female NPT threaded inlet and outlet • Quarter turn operation • Full port for maximum flow and minimum pressure drop • Can be operated in partial open position for flow control • Double seal allows the valve to be operated in both directions • Blowout-proof stem • 1000 PSIG non-shock cold working pressure • Can be used for air service • Lockable with a padlock Construction Details • Stainless steel body and ball • Pure PTFE Teflon® seal 69lBSS(i") I.D. Number Size Weight (lbs) 691BSS0300 1V Vz 0.70 691BSS0400IV V." 1.16 691BSS0500IV 1" 1.62 691BSS0700IV VA" 3.38 691BSS08001V 2" 6,11 691BSS1000 IV 3" 19.60 Size Dimension A Dimension B Dimension C Port Size 2.44" 2.24" 3.78" .63" '// 2.80" 2.70" 4.96" .79" 1" 3,27" 2 85" 4.96" .98" 4.04" 3.74" 7.01" 1.50" T 4.92" 4,11" 7,01" 2.01" 3" 7.55" 5.46" 11.26" 3.15" \1 MORRISON BROS. CO. 570 E. 7th Street, P.O. Box 238 | Dubuque, IA 52004-0238 t. 563.583.5701 I 800.553.4840 I f. 563.583.5028 www.morbros.com Flex-Ing FIREFLEXTM AVAILABLE WITH THE 346 SWIVEL Features ofthe FIREFLEX FLEX CONNECTOR: 3/4" & 1" All metal construction means one flex connector for both Above and Below Ground Applications. UL Listed for above and below ground installation. An 18-8 alloy with titanium, 321 Stainless Steel inner core provides long service life. Standard wall thickness with close pitch corrugations gives more flexibility. Hydro formed for better flexibility. The 346 Integral Male Swivel* insures ease of installation with a multi-seal design.. NFPA 30 & 30A compliant for fire resistance. Thick schedule 80 end fittings protect against deformation of the ends. 100% pressure tested to assure quality. The inner core is hydra formed. Tee's, sweep elbows and other end fittings are available. Minimum bend radius from the centerline is 6" thru 2", 9" for 3", and 13" for 4". Crush and kink resistant, collapse proof and rated for full vacuum service. Braid limited. Please contact us for details. * Patent pending The 346 Integral Male Swivel is made to make installation easier. The 346 IMS is constructed of ASTM High Grade Carbon Steel. Sealing protection is provided by 3 Viton Quad Rings at six sealing points. • Do Not Torque Flex Connector. • Install In One Plane of Motion. • Do Not Exceed Minimum Bend Radius. • Do Not Compress or Deform the Convolutions. FLEX-ING always recommends that flex connectors be used in a liquid tight sump and with a working leak detection system. Installation Instruction Tags are an integral part of the flex-connector. If you receive a flex-connector without an Installation tag contact us immediately at 1-800-333-3599. Removal of the tag voids the warranty and the UL Listing. U^^M^ Family Owned Over 75 Years. We Care! ABOVE GROUND TANK VALVES ANTI-SYPHON VALVE Application - Reducing fire hazards and preventing fuel spillage should a line rupture. The flow would automatically stop the syphon effect. *Also available with pressure relief for thermal expansion (403PR). Part Number - 403 Only fronn Universal! - No need to specify fiead settings! Everything is included to cover an operating range of 0' to 20'. Features - • Precision machined valve seats • Automatic shut off syphon effect • Prevents fuel spillage • No need to specify head settings when ordering • Compatible with E-85 (!\/lodel E-403) Thread Weight Construction - • Zinc plated cast iron body • Buna-N seals Thread Weight Model Size (Ibs.) A B lUlodel Size (Ibs.) A B 403-34 3/4" 5.0 4-3/4" 2-3/8" E-403-34 3/4" 5.0 4-3/4" 2-3/8" 403PR-34 3/4" 5.0 4-3/4" 2-3/8" E-403PR-34 3/4" 5.0 4-3/4" 2-3/8" 403-10 1" 4.8 4-3/4" 2-3/8" E-403-10 1" 4.8 4-3/4" 2-3/8" 403PR-10 1" 4.8 4-3/4" 2-3/8" E-403PR-10 1" 4.8 4-3/4" 2-3/8" 403-15 1-1/2" 4.6 4-3/4" 2-3/8" E-403-15 1-1/2" 4.6 4-3/4" 2-3/8" 403PR-15 1-1/2" 4.6 4-3/4" 2-3/8" E-403PR-15 1-1/2" 4.6 4-3/4" 2-3/8" 403-20 2" 7.2 5-3/8" 2-1/2" E-403-20 2" 7.2 5-3/8" 2-1/2" 403PR-20 2" 7.2 5-3/8" 2-1/2" E-403PR-20 2" 7.2 5-3/8" 2-1/2" Replacement Parts Part Numbers Description 403-10-A 1-1/2" x 1" Reducer Bushing 403-15-E Poppet Guide 403-15-SK Spring Kit ( 3/4",1" & 1-1/2") 403-20-SK Spring Kit (2") 403-34-A 1-1/2" X 3/4" Reducer Bushing 30 Notice: Universal Valve Co., products must be used In compliance with applicable federal, state, and kical laws and regulations. Product selection should be based on physical specifications and limitations and compatibility with the environment and material to be handled. Universal Valve Co., makes no warranty of fitness for a particular use. All illustratkins and specifications in this literature are based on the latest productkin information available at the time of publication. Prices, materials, and specifcation are subject to change at any time, and models may be discontinued at any time, in ete case, without notice or obligation. UNIVERSAL VALVE COMPANY 478 Scliiller Street, Elizabeth, NJ 07206 • (800) 223-0741 • (908) 351-0606 • Fax: (908) 351-0369 • universalvalve.com © 2009 Universal Valve Connpany, Inc. McMaster-Carr - Bronze Rotary-Indicating Flow Sight, High-Visibility, 3/4" NPT Female... Page 1 of 1 MdUSTa-aRR Need help finding a product? E-mail or call (404) 346-7000. Bronze Rotaiy-lndicating Flow Siglit High-Visibility, 3/4" NPT Female, 2" Window Diameter 4200K31 With Front and Back Windows For monitoring flow at a glance, these sights have an internal rotor that spins when liquid moves through your line. All mount horizontally. Use with hydraulic oil and water. Connections are NPT female. With Glass Front and Back Windows—They can be backlit to increase visibility of dark liquid. Bronze and high- pressure bronze sights permit flow from right to left. Bronze sights have an acetal rotor and Buna-N seals. Pipe Size Window Diameter Overall Length Height Maximum psi at 70° F Rotor Color Additional Specifications 3/4 2" 3 3/4" 2 3/8" 125 White With Glass Front and Back Windows Bronze—Temp. Range is -20° to 200° F http://www.mcmaster.com/ 10/09/13 McMaster-Carr - Bronze Rotary-Indicating Flow Sight, High-Visibility, 1" NPT Female,... Page 1 of 1 tfMdllUSTER-CARR. Need help finding a product? E-mail or call (404) 346-7000. Bronze Rotary-Indicating Flow Sight High-Visibility, 1" NPT Female, 2" Window Diameter 4200K32 With Front and Back Windows For monitoring flow at a glance, these sights have an internal rotor that spins when liquid moves through your line. All mount horizontally. Use with hydraulic oil and water. Connections are NPT female. With Glass Front and Back Windows—They can be backlit to increase visibility of dark liquid. Bronze and high- pressure bronze sights permit flow from right to left. Bronze sights have an acetal rotor and Buna-N seals. Pipe Size Window Diameter Overall Length Height Maximum psi at 70° F Rotor Color Additional Specifications 1 2" 4 3/8" 3 1/8" 125 White With Glass Front and Back Windows Bronze—Temp. Range is -20° to 200° F http://vmw.mcmaster.com/ 10/09/13 CHECK IT OUT 6^ Diversified's New B2 & B3.5 Threaded Penetration Fittings Blue about your expensive New Threaded penetration fittings suitable studded penetration fittings ? -TOI^ for rounded or flat surfaces STEP UL Listed Materials 1996 Protocol Seals to flat or rounded surfaces to 36" Diameter Most Cost Effective Fittings In The Market. Easiest & Quickest Installation Further Reduces Cost. All Pipe Sizes To Choose From: Including Ameron, Smith, Rigid Conduits, Flex Pipe & European Style Pipes 3 Year warranty on Materials and Workmanship Lit CIO Threaded 10/4/10 Threaded Penetration Fittings B2 Fitting B3.5 Fitting w/integral reducer B3.5 Fitting B3.5 Fitting w/integral reducer & Air Test Valve Lit CIO Threaded lO/l/IO DPM's New Threaded Penetration Fitting Acetal nut flexes to conform to Flat or Rounded surfaces Step-down integral terminating or test reducers for all Coaxial pipe 2.7" or less 87^ For sealing to 36" round sumps (24" sumps for B2) Molded in Air Test Valve (Optional) Sealing grooves for easy distribution of Bonding agent B3.5 with integral reducer show/n above Lit CIO Threaded 10/4/10 B2, B3.5 Penetration Fittings Dinnensional Data B2,B3.S Dimensional Information Part Number A B c D E F Pipe Angle B2-1.1 1.100 1.750 3.030 2.900 11 B2-1.2 1.200 1.750 3.030 2.900 10 B2-1.3 1.300 1.750 3.030 2.900 9 B2-1.4 1.400 1.750 3.030 2.900 5 B3.5-1.5 1.500 1.700 5.000 4.500 30 B3.5-1.6 1.600 1.700 5.000 4.500 28 B3.S-1.7 1.700 1.700 5.000 4.500 22 B3.5-1.9 1.900 1.700 5.000 4.500 19 B3.5-2.0 2.000 1.700 5.000 4.500 18 B3.5-2.1 2.100 1.700 5.000 4.500 16 B3.5-2.2 2.200 1.700 5.000 4.500 15 B3.5-2.4 2.400 1.700 5.000 4.500 11 B3.S-2.5 2.500 1.700 5.000 4.500 9 B3.5-2.7 2.700 1.700 5.000 4.500 5 B3.5-40x32 1.600 1.300 5.000 4.500 TBD TBD B3.5-63x50 2.500 2.000 5.000 4.500 TBD TBD B3.5-2.7x2.4 2.700 2.400 5.000 4.500 TBD TBD D t A i For off angle specs, see Dimensional Information Angle DBBV Bonder per fitting B2 9ml B3.5 15ml Lit CIO Threaded 10/4/10 Sizes Available standard Metric B2-1.1 B2-1.2 B2-1.3 B2-32 B2-1.4 B2-41 for Pipe with OD sizes l.Oto 1.1" Typically 3/4" Rigid Conduit for Pipe with OD sizes 1.1 to 1.2" Typical Iy 3/4" PVC Coated Rigid Conduit for Pipe with OD sizes 1.2to 1.3" Typically 32 mm Pipe for Pipe with OD sizes 1.3 to 1.4" Typically 1" or 1" PVC Coated Rigid Conduit for Pipe with OD sizes 1.3 to 1.4" w/ Insert Typically for 3/4" & 1" Rigid Conduits B3.5 Sizes Available Standard Metric 83.5-1.5 B3.5-1.6 B3.5-40 B3.5-1.7 B3.5-1.9 B3.5-2.0 B3.5-50 B3.5-2.1 B3.5-2.2 B3.5-54 B3.5-2.4 B3.5-2.5 83.5-63 B3.5-2.7 for Pipe with OD sizes 1.3 to 1.5" for pipe with OD sizes 1.5 to 1.6" typically 40 mm pipe forpipe with ODsizes 1.6 to 1.7" ty pica Ily 1 1/4" nominal pipe for pi pe with OD sizes 1.7 to 1.9" typically 1 1/2" nominal pipe for pipe with OD sizes 1.9 to 2.0" typically 1 1/2" OPW flex Pipe & 50 mm pipe for pipe with OD sizes 2.0 to 2.1" typically for pipe with OD sizes 2.1 to 2.2" typically 54 mm pipe for pipe with OD sizes 2.2 to 2.4" typically 2" Fiberglass or Steel Pipe forpipewithOD sizes 2.4 to 2.5" typically 63 MM Pipe forpipewithODsizes2.5to2.7" typically ameron 2" LCX Pipe B3.5 w/reducer Sizes Available standard Metric 83.5- 1.6x1.3 83.5- 40x32 B3.5- 2.5x2.0 83.5- 63x50 63.5-2.7x2.4 Includes integral terminating boot for pipe with 40mm Secondary with 32 mm Primary for pipe with 63mm Secondary with 50mm Primary for Ameron 2" LCX pipe B3.5 w/reducer(AIR) Sizes Available standard Metric B3.5-l.6xl.3A B3.5-40x32A 83.5- 2.5x2.OA 83.5- 63x50A 83.5-2.7x2.4A Includes Integral Test Boot (molded in Air Valve) for pipe with 40mm Secondary witii 32 mm Primary for pipe with 63mm Secondary with 50mm Primary for Ameron 2" LCX pipe Lit CIO Threaded 10/4/10 B2.B3.5 Weaver Products Diversified Products Manufacturing Inc. Installation Instructions Threaded Penetration Fittings Prepare all surfaces to be bonded prior to completing installation steps below. WARNING: Failure to follow each step will void warranty & may result in premature failure of penetration fitting. Adhere to the following general instructions for each step ofthe installation: BONDING TO POLY SUMPS: Clean, sand and rough up sump surfaces, then clean with DBC. Clean fitting and apply DBB V to all surfaces to be bonded. BONDING TO FIBERGLASS SUMPS: Clean, sand all surfaces to smooth, even surface, then clean with DBC. Remove all gel coat or glazing. Apply DBB V to all surfaces to be bonded. CLEANING: Spray all surfaces to be bonded with DBC Cleaner and allow to air dry or excess cleaner may be wiped off using a clean dry cloth. STEPl Sump Preparation: Where possible run pipe so as to penetrate the sump perpendicularto sump surface. Drill hole accordingto chart. Sand around hole 1 1/2" on both sides of sump. Threaded Style Hole Saw/ B2 2" B3.5 3.5" STEP 2 Sand down all uneven surfaces. Note: Occasionally extra product exists causing inconsistent wall thickness. It is common to find this problem near seams in the sump. Sand down uneven areas until a consistent wall thickness is availableforthe entire sealingarea ofthe fitting. STEP 3 Apply DBB V bonder to the ribbed sealing surface ofthe fitting. STEP 4 Install fitting body through sump wall With the threads exposed on the inside Ofthe sump. STEPS Thread nut onto body Tighten nut with water pump pliers until sealing surface is compressed to exterior sump wall STEP 6 Install pipe through boot. Tighten the band clamp. Note : DO NOT EXCEED 60 in/lb TORQUE on Band Clamp Tools Required 1) Appropriate Hole Saw 2) 5/16" Nut driver-(Band Clamps) 3) Water pump pliers PRODUCTS NEEDED DBC Cleaner Bonder: DBBV B2-6ml ,B3.5-20ml Diversified Products Manufacturing Inc. 5523 Baggett Marysville Rd. Oroville, CA 95965 Ph 530.534.3966 Fax 530,534.7404 w/vi/w.dpm-llc.com 3/24/09'-'*'-'"-'"''^''^^'^^'^''°'^^''° DPM's New Threaded Penetration Fitting Guideline Specifications Threaded Penetration Fittings for Rigid Conduit & Pipe Penetration fittings shall be supplied where located on the drawings. All penetration fittings shall conform to the following guidelines. Penetration fittings shall be designed specifically for single wall sumps. Materials shall be fuel compatible and shall have been tested by Underwriters Laboratories for the intended application. Penetration fittings shall be of the Threaded design. Fittings shall seal to flat or curved surfaces, (B3.5 - 36" diameter), (B2 - 24" diameter). Fittings shall not sheer under stress. Penetration fittings shall allow for 360 degrees of movement associated with incidental ground movement without damaging either the fitting or pipe or sump walls. Installation of the penetrating fitting shall be performed by factory licensed and trained technicians. Licenses of installing personnel shall be current to the manufacturers recommendations. Sealing surfaces shall be designed to distribute Bonding Agent evenly throughout the sealing surface. Threaded Penetration Fittings shall be installed using factory tested l\/lethyl Methacrylate bonder. The Methyl Methacrylate shall bond the sealing surface of the penetration fitting to the fiberglass substrate. The manufacture of the penetration fittings shall offer onsite supervision and training. The manufacture shall offer a 3 year parts warranty on all fittings supplied by the manufacturer for this purpose. Fittings shall be the "B Series" manufactured by Diversified Products Manufacturing Inc. phone: 530-534-3966 Lit CIO Threaded 10/4/10 r^M^. Diversified Products Manufacturing Inc. """^ Warranty statement 1. 20 YEAR LABOR AND MATERIALS WARRANTY ON CERTAIN PRODUCTS A. Warranty. Diversified Products Manufacturing Inc. ("DPM") warrants that its Filled and Monitored series fittings will be free from defect for a period of 20 years and 6 months from the date of manufacture. A defect is a flaw in material or workmanship that allows fluid to pass from the interior of a containment chamber (UDC or tank sump) to the exterior of the containment chamber, or from exterior to the interior, through the penetration fitting. B. Conditions Precedent. This warranty applies only if the following conditions have been satisfied: (1) The fitting was installed by a factory trained installer following DPM's written installation procedures; (2) Fittings were installed using DPM approved bonder, fill products and other supplies; (3) The installation site was registered with DPM and a fee of $5.00 per fitting paid to DPM within 60 days after substantial completion; (4) The containment chambers in which the fittings are installed are made of fiberglass; (5) The containment chamber and pipe in which the fitting was installed were sound; (6)A 24 hour Hydro-static test was successfiilly passed; (7)Purchaser has provided DPM with the notification of claim described below. C. Remedies. DPM Inc., will at its expense and in fiill satisfaction of its warranty obligations, either repair or replace, labor and materiais, any fitting found to be defective within 20 years and 6 months from the date of manufacture. Most DPM penetration fittings have a month and year stamp indicating the month of manufacture on the front plate (that part of the fitting located inside the sump). Any fitting without a month and year date stamp shall be deemed to have been manufactured in January 2006. A warranty repair shall be deemed complete once the containment chamber can be filled with water without a loss of fluid in a 6 hour period. IL 3 YEAR MATERIALS WARRANTY ON ALL PRODUCTS A. Warranty. In addition to the above warranty, DPM warrants that all products manufactured and distributed by DPM, including all Penetration Fittings, Terminating and Test Reducers, Inserts, Isolation Products, Split Repair Products, Industrial Products, Bonders and Adhesives, to be free from defects in materials and workmanship for a period of 3 years from the date of purchase. B. Conditions Precedent. This warranty does not apply to products which are not installed by a factory- trained installer following DPM's written installation insfructions. C. Remedies. If DPM determines any product to be defective it will, at its election, either repair or replace the items, materials only, to the original purchaser or refund the purchase price to the original purchaser. IIL NOTIFICATION OF CLAIM A claimant shall notify DPM within 14 days of becoming aware of a defect. Claim notifications must include the site name, address and details of the defect. Additionally the claimant shall provide the name of the installing contractor and evidence that the installer was trained by DPM in the installation of DPM's products. TV. LIMITATION OF WARRANTY The above warranties shall not apply to defects resulting from: misuse, unauthorized modification, operation or storage outside the environmental specifications for this product, in-transit damage, improper maintenance, use of accessories, supplies, consumables, or other items not approved by DPM for use with this product. DPM makes no other express warranty, whether written or oral, with respect to this product. Any implied warranty of merchantability or fitness for a particular purpose is limited to the duration of the express warranty set forth above. The remedies provided above are the sole and exclusive remedies. In no event shall DPM be liable for any other direct, indirect, special, incidental or consequential damages, whether based on warranty, contract, tort, or any other legal theory. DPM is not responsible for contamination to the soils or other damages other than the repair of the fitting. Excavation, disposal of soils and other consequential damages that may be associated with a failed penetration fitting are not covered under this warranty. Damage from fire, structural failure, war, earthquake and other force majeure events are not covered by this warranty. Lit CIO Threaded 10/4/10 B 3.5 Pressure Testing Results LXversificd has lesicd ihe BIS penetration fining on a 36^ dianeier curve<l sur^ce. The lop ofourtesi tenure is shonn uiih pressure being applied tiist lo the eMerioiof ihe sun|).'tiliEng The second test vvas pcifoim;*! lo rcprcscm pressures being applied form inside ihc sunp. 1 PSI prcssiin: is generated by every 231 ft of standing vvaicr Wcicsicdihc B35al30PSl*hich would rcprcscm 693 tt of head To encounter lhis i>'pc of pressure the fining would need lo bc ai the bullomof a imsilc silo The depth ofundcrdttpcnsereonlainnvnt is generally Hmlcd lo kss Ihan % feel. The naxinumstanding pressure e^fwcled fromeiiher ihe mside or outside a ihc sunp k^ould be less than l.SfSIG. The results of ounesiing program is shown below each size of i>eneiiaT»n icsled. B 3.5 Extemal Pressure Test B 3.5 Inlernal Pressure Test ^acx 9lMii< 36* l)laiD«ci Kx:tir.al i'lciiiiic Piewof applied lo lhe tump ;nicfiw 5PSCt LOPSG So Leaks .i P3G No Leoki 21) pac No Leaki 3i pgr. Ho I«iki 30 PSG No Lcaki I'l^^tllU 5 PSIG I OPSG 15 PSO :0 PSG Metiili No Lcakt No Leaks No Leaks Tea TctiTir.aica leim.nilci! No leaks al pfeiifuci cqiilvaloit lo 6^.3 rc>Gl o;' 3andinf VVaict No teak.i 31 pfKVUt^ ei)iiivalenl In 3a bS (ea ol Diversified Products Manufacturing Inc. Oroville, California, USA ft'^^v.dpm-llc.com 1-530-534-3966 Lit CIO Threaded 10/4/10 B2 Pressure Testing Results DivciMfKd has tested ibc 02 pcnclialtun filing un a 24' diamrlcr curved suriace The lop of out lest trourc is shown wiUi pressure bemg applied fm lo the ciacnor of ihc s unp fntng I'he second icji pcrfcimcd to icprcscni pressures bcog apphed fom miidc ihc sunri I PSl ptniutc il genenled by even' 2JI ti of siaadng MUCT WC les led the B2 st 30 PSl which wvuU icprrsciti tA 3 fi of hoi TococouaKTihis np: of pressure ihc finng would need lo t>c u ihc bonom ofaimsicsib ThedqHhofuadeidispeasetconluiimiBgcncTah' Medloleii ihaa 3 feet Tbe mwrnmsundug pressure e:tpccicd feomcilKiibc ASKkorouUkleiibe sunp would be tcif 1 ^P^l^' ^^i')'*"^ ofoiiilgH»^^t»gaiiBshown bc^i* g^h 'ur ^ : r.-r.c:.'.::- ; .^\.c<l 32 External Pressure Tesi B2 Inlernal Pressure Test Prfluwe ^ntlied lu t.'ie lucp cilaioi SUr:'*cc Siipc 24'T>MM'.a 5 PSG lapsG 15 PSG :ops»G 25 PSG to PSG L>;;c!nil PreBUTf Nol Sol«ik> I CM T«iT'i;iijlp») SactHrfWne; Pic«r* wbcdio Ilic lutip uiiciioi SnweSiipe WDtiracie. Pic«*e 5 PSG Mil lOPSG VaL«b 15 PSG UMM MfSO No tc^iir piciuci<i^>a.cn: lo IS : foet oi Irtcifjl Prc»icr More DtfoiiAa Tea lammti Diversified Products Manufacturing Inc. Oroville, Califomia, USA w^t^v.dpm-llc.com 1-530-534-3966 Lit CIO Threaded 10/4/10 Sump Sensor if^y vm)ER-Roar Positive Alarm Indication of any Liquid in Underground Fuel Storage Tank Piping Sumps Veeder-Root's Sump Sensor detects the presence of liquid in a UST sump. Liquid presence could mean a dangerous line leak. When the sensor detects liquid, it sends an alarm signal to the TLS console monitor, where both visual and audible built-in alarm indicators immediately identify the location ofthe problem. You can then quickly take action to help prevent serious O) Features Positive alarm indication of any liquid in underground fuel storage tank sumps ForTLS-350R, TLS-350 TLS-350J, ILS-350, TLS-300i, TLS-250i and ILS- 250 UST Monitoring Systems System indicators pinpoint alarm location Simple to install Two-wire connection to system monitor Complete with all mounting hardware Standard components Quantity 1 2 1 3 Description Sump Sensor Assembly Mounting Strips Watertight Cord Grip Screws for Mounting Standard Models Form No. Description 794380-208 Sump Sensor - 12 ft cable 794380-209 Sump Sensor - 30 ft cable The Series 7943 Sump Sensor is compatible with the following consoles: Console. Series TLS-350R* 8482 TLS-350* 8470 TLS-350J 8470 ILS-350** 8450 TLS-300i 8485 TLS-300C 8485 TLS-250i Series 7941 TLS-250 7942 *Note: an Interstitial Sensor Interface Module is required for use of the piping sump sensor with the TLS-350 or TLS-350R system. **Note: a Two-Wire Module is required for use of the piping sump sensor with the ILS-350 system. Standard Specifications Power Requirements: Intrinsically safe power supplied by Veeder-Root TLS-350R, TLS-350, TLS- 350J, ILS-350, TLS-300i, TLS-300C, TLS-250i, or ILS-250 system Sensor Type: Hermetically sealed magnetic reed Contact Rating: 15 watts Switch Travel: 7/8 inch to contact Temperature Rating storage: -40 degrees C to -i- 74 degrees C Operating: -0 degrees to +60 degrees C Housing Material PVC Schedule 40 Tubing Field Wiring Cable Specifications Table 3. Sensor Cable Specification (V-R P/N 222-001-0030) - IVlaximum of 305 meters per sensor Number of Cores 3 Conductors Bare copper, 24/0.20mm, diameter 1.1 mm Insulation PVC R2 to CEl 20-11, colour black 1 /black 2/black 3, radial thickness 0.54mm, twisting 1 x 32, lay pitch 76mm Shielding Aluminium polyester tape, tinned copper drain wire 7/0.30mm Sheath PVC RZ FR hydrocarbon resistant, colour blue, radial thickness 0.80mm Diameter 6.380mm Conductor Resistance 25 ohm/km Drain Wire Resistance 15 ohm/km Capacitance 0.13 nF/km (130 pF/m) Inductance 0.65 mH/km (0.65 nH/m) LR Ratio 17 nH/ohm Insulation Resistance 1400 Mohm/km Voltage Core to Core 500 Voltage Core to Screen 500 Voltage Earth to Screen 500 Voltage Test 1kV/1 minute Standard lEC 227-74 Table 4. Data Transmission Cable Specification (V-R P/N 4034-0147) Cable Type 2 X twisted pair, PVC insulated, foil wrapped, common drain Conductor Stranding 7/0.25 mm Characteristic Impedance 58 ohms Capacitance 203 pF per metre Attenuation 5.6 dB per 100 m Operating Temp. Range -30''C to +70°C Insulation PVC Sheath Polyethylene Sheath Colour Grey Core Colours Black, red, green, white Nominal Outside Diameter 4.2 mm Recommended UK Supplier: RS Components Ltd., Stock number (SOOmetre drum) 368-312 25 IE EGJ Junction Boxes Cl. I, Div. 1 and 2, Group D Cl. II, Div. 1, Groups E, F, G Cl. II, Div. 2, Groups F, G Cl. Ill Explosionproof Dust-lgnitionproof Applications: • The EGJ series junction boxes are designed for flush installation in the concrete pump island of gasoline service stations Features: • Cover sealed with "O" ring gasket to make unit raintight • Cover recess will accept tool used to open cover of gasoline storage tank • Two drilled and tapped conduit entrances on the bottom and six on the sides • Plugs are provided for the two bottom entrances and four of the side entrances for choice of conduit arrangement • ES sealing hubs thread into the bottom to seal the mainfeed • Caulking compound supplied for filling space between cover flange and body rim to prevent accumulation of water, dirt and ice. Compound remains pliable and is easily removed Unused conduit entrances must be securely plugged with type PLG threaded pipe plugs to maintain flametight conditions (see section 5F). See illustration for method of constructing seals. Certifications and Compliances: • NEC/CEC Class I, Division 1 and 2, Group D Class II, Division 1, Groups E, F, G Class II, Division 2, Groups F, G Class III • UL Standard: 1203 • CSA Standard: C22.2 No. 30 Standard Materials: • Bodies - Feraloy* iron alloy • Covers - copper-free aluminum Standard Finishes: • Feraloy iron alloy - electrogalvanized and aluminum acrylic paint • Copper-free aluminum - natural EGJ421 EGJ422 Ordering Information Body Size Length and Width Depth Drilled and Tapped Conduit Entrances No. of No. of Hubs Hubs Side Size Back Size Cat. # Replacement Cover Cat. # 7 4y,e 5%2 EGJ421 EGJ422 EGJ:10706L EGJ:10705L Sealing hHubs (order separately) For No. Female Hub Size Cat. # EGJ421 EGJ422 1 ES53 ES64 1^ Typical Installation How to construct seal class 1, Division I 4fl itvil Oetoil of isiond Ssolinj liubj" Pump not on island Keep conductors Cliico A compound incenterofES flush wiJh top of ES Chico X' fiber Dimensions In Inches: /Conduit entrance k 1" 4 Conduit entronce -fXeJ Cat. # a b c d e f 9 h EGJ421 5% 2'/a 27,6 iy4 r/a iy,6 TA" entry EGJ422 7 3V2 3 2%2 lys lya 5%2 2" entry For conduit liner ordering information, see page 850. Both the EGJ421 and EGJ422 junction boxes have 4 drilled and tapped conduit entrances in the back (see drawing above). The 2 larger diameter holes are for the ES Sealing Hubs and there are provisions for 2 smaller diameter conduit entrances. 744 wwvy.crouse-hinds.com US: 1-866-764-5454 CAN: 1-800-265-0502 Copyright^ 2011 Cooper Crouse-Hinds COOPER Crouse-Hinds 6F Conduit Sealing Fittings Chico Sealing Compound and Fiber see pages 161-162 Cl. I, Div. 1 &2, Groups A, B, C, D Cl. II, Div. 1, Groups E, F, G Cl. II, Div. 2, Groups F, G Cl. Ill Explosionproof Dust-lgnitionproof Applications: EYS and EZS sealing fittings: • Restrict the passage of gases, vapors or flames from one portion I of the electrical installation to another at atmospheric pressure and normal ambient temperatures • Limit explosions to the sealed off enclosure • Limit precompression or pressure "piling" in conduit systems Sealing fittings are required: • At each entrance to an enclosure housing an arcing or sparking device when used in Class I, Division 1 and 2 hazardous locations. To be located as close as practicable and, in no case, more than 18" from such enclosures • At each conduit entrance of 2" size or larger to an enclosure or fitting housing terminals, splices or taps when used in Class I, Division 1 hazardous locations. To be located as close as practicable and, in no case, more than 18" from such enclosures • in conduit systems when leaving Class I, Division 1 or Division 2 hazardous locations • In cable systems when the cables either do not have a gas/vaportight continuous sheath or are capable of transmitting gases or vapors through the cable core when those cables leave the Class I, Division 1 or Division 2 hazardous locations Features: EYS and EZS sealing fittings include: • Minimum turning radius • Large openings with threaded closures to provide easy access to conduit hubs for making dams • Integral bushings in conduit hubs to protect conductor insulation from damage • Taper-tapped hubs to ensure ground continuity EYS sealing fittings are available for installation in either vertical only or in both horizontal or vertical positions. EZS sealing fittings for installation at any angle; the covers with opening for sealing compound can be properly positioned to accept the compound. Certifications and Compliances: • NEC/CEC: EYS1-3, 11-31, 16-36, 116-316 Class I, Division 1 & 2, Groups A, B, C, D Class II, Division 1, Groups E, F, G Class II, Division 2, Groups F, G Class III EYS41-101, 416-1016 Class I, Division 1 & 2, Groups B, C, D Class II, Division 1, Groups E, F, G Class II, Division 2, Groups F, G Class III EYS29, 4-014, 46-0146 EZS1-8, 16-86 Class I, Division 1 & 2, Groups C, D Class II, Division 1, Groups F, G Class II, Division 2, Groups F, G Class III • UL Standard: 886 • CSA Standard: C22.2 Sealing fittings are approved for use in tiazardous locations only wfien Chico* X fiber and Chico A sealing compound or Ciiico SpeedSeal are used to make tiie seal. Standard Materials: • Bodies - Feraloy iron alloy and/or ductile iron • Plugs - Feraloy iron alloy and/or steel • Removable nipples - steel Standard Finishes: • Feraloy iron alloy and ductile iron - electrogalvanized and aluminum acrylic paint • Steel - electrogalvanized Options: Description Copper-free aluminum bodies, nipples and enclosures Size Ranges: • 'A" - 6" Ordering Information - EYS Suffix SA Vertical female Vertical male & female Vertical or horizontal female Vertical or horizontal male & female For Sealing in Vertical Positions Only Hub Female Male & Female Approximate Internal Size Hub Cat. # Hub Cat. # Volume in Cubic Inches EYS1* EYS16* 1 y4 EYS2* EYS26* 2 1 EYS3* EYS36* 3y4 For Sealing in Vertical or Horizontal Positions Approximate Internal Volume in Cubic Inches Hub Female Hub Male & Female Size Cat. # Hub Cat. # Vertical Horizontal 'A EYS11* EYS116* 1 1 EYS21* EYS216* 2 2 1 EYS31* EYS316* 3 3% V/A EYS41 EYS416 6 8 V/2 EYS51 EYS516 10% 127. 2 EYS61 EYS616 19 22y4 2% EYS71 EYS716 2572 30 3 EYS81 EYS816 56 6472 3'A EYS91 EYS916 72 82 4 EYS101 EYS1016 95 110 'Available in copper-free aluminum - to order, add suffix SA to Cat. No. Dimensions (In Inches) EYS 16 Series EYS 116 Series Turning Turning Size a b Radius a b Radius 72 3y32 TA IVs 3"A6 TA 1732 y. 3'y,6 TA V%2 3"A6 TA TA 1 47,6 174 27= 47,6 TA 17. EYS 46 Series EYS 116 Series TA 576 27,6 1^732 576 27,6 1=732 TA 572 27,6 276 572 27,6 276 2 674 3 27,6 674 3 27,6 272 772 372 2"A6 772 372 2"A6 3 872 474 3V,6 87^ 474 37,6 372 9y6 474 37,4 97,6 474 37,6* 4 974 574 3"A6t 974 574 3"A6t 5 1176 672 4'V32t 6 1278 77a 5''Alt tWttfi cover removed. 146 www.crouse-tiinds.com US: 1-866-764-5454 CAIM: 1-800-265-0502 Copyrigtit" 2011 Cooper Crouse-Hinds COOPER Crouse-Hinds Conduit Sealing Fittings Cliico Sealing Compound and Fiber see pages 161-162 Cl. I, Div. 1 & 2, Groups C, D Cl. II, Div. 1, Groups E, R G Cl. II, Div. 2, Groups F, G Cl. Ill Explosionproof Qp Dust-lgnitionproof Ordering Information - EYS 1 Ordering Information - EZS Vertical or horizontal male & female Male & female hub For Sealing in Vertical or Horizontal Positions For Sealing at Any Angle Male& Approximate Internal Male & Approximate Internal Female Female Volume in Cubic Inches Female Female Volume in Cubic Inches Hub Hub Hub Hub Hub Hub Size Cat. # Cat. # Vert. Horlz. Size Cat. # Cat. # Vert. Horiz. TA EYS4* EYS46* 6 8 72 EZS1 EZS16 674 67. TA EYS5* EYS56* 107. 127. 74 EZS2 EZS26 672 672 2 EYS6* EYS66* 19 2274 1 EZS3 EZS36 107. 107. 272 EYS7* EYS76* 2572 30 TA EZS4 EZS46 1272 1272 3 EYS8* EYS86* 56 64A TA EZS5 EZS56 1472 1472 372 EYS9* EYS96* 72 82 2 EZS6 EZS66 46 46 4 EYS10* EYS106* 95 110 272 EZS7 EZS76 55 55 5 EYS012 EYS0126 200 222 3 EZS8 EZS86 90 90 6 EYS014 EYS0146 290 315 'Available in copper-free aluminum - to order, add suffix SA to Cat. No. EYS Elbow seal For Sealing in Vertical Positions Approximate Hub Internal Volume Size Cat. # In Cubic Inches 7. EYS29 TA Dimensions In Inches h Turning radius EYS 16 Series Turning—' radius EYS 46 and EYS 116 Series EYS Elbow Seal EZS Series EYS Elbow Seal Turning Radius Size a b (Vertical) 3-7,6 17. TA EZS Series Turning Size a b c Radiust 476 37. 272 17. % 476 37. 272 17. 1 4'7,6 3^7.2 3 27. VU 57,6 4'732 3 27. Vk 57,6 47,6 37. 2"A2 2 77,6 5*732 57,6 37.2 2V2 7'7,6 5"A2 57,6 37a 3 878 672 57a 37. tWith cover removed. COOPER Crouse-Hinds www.crouse-tiinds.com US: 1-866-764-5454 GAN: 1-800-265-0502 Copyrigtit" 2011 Cooper Crouse-Hinds 147 CQ I Simpson Strong-Tie^ Anchoring and Fastening Systems for Concrete and Masonry Strong-Bolf^ 2 wedge Anclior tor Cracl(ed and uncracked concrete The Strong-Bolt® 2 wedge anchor is the next-generation solution for cracked and uncracked concrete. Following rigorous testing according to ICC-ES acceptance criteria, the Strong-Bolt 2 anchor received classification as a Category 1 anchor, the highest attainable anchor category for performance in cracked concrete under static and seismic loading. Available in stainless steel, it is code-listed by ICC-ES under the 2009 IBC requirements for post-installed anchors in cracked and uncracked concrete. FEATURES: • Category 1 anchor classification: The Strong-Bolt 2 anchor received classification as a Category 1 anchor, which is established by performance in reliability tests in accordance with AC193 and ACI355.2 test criteria. Category 1 is the highest attainable anchor category for reliability • Tri-segmenfed clip: Each segment adjusts independently, increasing follow-up expansion should the hole increase in size as a result of a crack • Dual embossments on each clip segment: Enables clip to undercut into the concrete thereby increasing follow-up expansion should a crack occur • The ys" anchor solution approved for SW concrete thickness: The Strong-Bolt 2 anchor can be installed in cracked concrete with a minimum thickness of 3 'A", including concrete-over-metal decking • High-strength alloy clip on carbon-steel anchors: This special alloy clip offers improved performance • Standard (ANSI) fractional anchor: Fits most fixtures and installs with common drill bit sizes and tools • Type 316 stainless-steel clip on stainless steel anchors: In addition to superior corrosion resistance, a stainless-steel clip offers "memory" that contributes to the anchor's performance if the hole increases in size because of a crack MATERIAL: Carbon-steel stud with special alloy clip; stainless-steel stud with stainless- steel clip FINISH: Zinc-plated (carbon steel) CODES: ICC-ES ESR-3037 (carbon and stainless steel in concrete); lAPMO ES ER-240 (carbon steel in CMU); City of Los Angeles RR25891; Underwriters Laboratories File Ex3605; Factory Mutual 3043442; Florida - Pending TEST CRITERIA: The Strong-Bolt 2 wedge anchor has been tested in accordance with the ICC-ES Acceptance Criteria for Mechanical Anchors in Concrete Elements (AC 193) and ACI 355.2 for the following: • static tension and shear loading in cracked and uncracked concrete • Seismic and wind loading in cracked and uncracked concrete • Performance in cracked concrete • Performance in lightweight concrete over metal deck INSTALLATION: • Do not use an impact wrench to set or tighten the Strong-Bolt 2 anchor. SCaution: Oversized holes in the base material will make it difficult to set the anchor and will reduce the anchor's load capacity. • Drill a hole in the base material using a carbide drill bit the same diameter as the nominal diameter of the anchor to be installed. Drill the hole to the specified embedment depth and blow it clean using compressed air Overhead installations need not be blown clean. Alternatively, drill the hole deep enough to accommodate minimum hole depth and dust from drilling. • Assemble the anchor with nut and washer so that the top of the nut is flush with the top of the anchor. Place the anchor in the fixture and drive into the hole until washer and nut are tight against the fixture. • Tighten to the required installation torque. DESIGN EXMPLE: See pages 233-234 SIMPSON Strong-Tie Strong-Bor2 Wedge Anchor Installation Sequence " o c L o ?° " o °''. p ° O o Q ° . O = -Z Jo o Q O D s J Length Identification Head Marl(s on Strong-Bolt® 2 Wedge Anciiors (corresponds to lengtii of anctior - incties) Mark Units A B C D E F G H 1 J K L M N 0 P Q R s T U V W X Y Z From In. 1'/2 2 2'/2 3 3'/2 4 4'/2 5 5'/2 6 6'/2 7 7'/2 8 8'72 9 9'/2 10 11 12 13 14 15 16 17 18 Up To Bul Not Including in. 2 2'/2 3 3'/2 4 4'/2 5 5'/2 6 6'/2 7 7'/2 8 8'/2 9 9'/2 10 11 12 13 14 15 16 17 18 19 96 6 S5 SImiaon Jaifftaitog and Faslenlng Slf^0§t lor Cmerets aaf ijteaw/y Strong-Bolt' 2 wedge Anchor product information Strong-Bolt® 2 Anclior Product Data SIMPSON Strong-Tie Material Specifications Slie (In.) Carlion steel Modefik 318 Stainless Steel Modal No. Drill Bit Dia. (In.) Tliread Length (In.) Quantity Slie (In.) Carlion steel Modefik 318 Stainless Steel Modal No. Drill Bit Dia. (In.) Tliread Length (In.) Box Carton y8x2y4 STB2-37234 STB2-372346SS % iyi6 50 250 yax3 STB2-37300 STB2-373006SS % 1^6 50 250 Hx3'/2 STB2-37312 STB2-373126SS % 2yi6 50 250 Hx3y4 STB2-37334 STB2-373346SS % 2y,6 50 250 ysx5 STB2-37500 STB2-375006SS % 50 200 %x7 STB2-37700 STB2-377006SS % 50 200 V4x3H STB2-S(»34 STB2-5(m46SS 14 Z'At 25 125 Vix4</4 STB2-5Wli SrrB2-504l46SS 'A, iy>. 25 100 V4x4y4 STB2-5Q43*: STB2-504348SS V4 VA, 25 100 V4x5V4 tfB2-505126^ !4 3'M. 25 100 V4x7 STiiWiO 1182-50700688 'A s^. 25 100 STB|i«)ll2 8tB2^08126SS '/4 6 25 50 V4x10 STBZ-EWKIO 8TB2-501006SS V4 8 25 50 Hx4y2 STB2-62412 STB2-624126SS H 2yi6 20 80 y!x5 STB2-62500 STB2-625006SS y. 2'y6 20 80 Hxe STB2-62600 STB2-626006SS ys 3'yi6 20 80 yaX7 STB2-62700 STB2-627006SS y« 4'yi6 20 80 y.x8y2 STB2-62812 STB2-628126SS 6 20 40 y»xio STB2-62100 STB2-621006SS y. 6 10 20 y4x5!4 STM-75512 STB2-755126S8 y4 3M. 10 40 y4x6y4 STte-756t4 STB2-75614688 y4 3'«i 10 40 y4x7 STBl.75700 STB2-7S70088S y, 4m 10 40 y4x8i4 8TB2-758i2 SrB2-758126SS V, 6 10 20 y4xio STB2-75100 STB2-7510a8S8 y4 6 10 20 Carbon Steal-Zinc Plated' Comnopnl Materials Anchor Body Nut Washer Clip Carbon Steel Carbon Steel ASTM A 563, Grade A Carbon Steel ASTM F844 Carbon Steel ASTM A 568 1. Zinc meets ASTM B 633, Class SC 1 (Fe / Zn 5), Type III. Stainless Steel Component Materials Anchor Body Nut Washer Clip Type 316 Stainless Steel Type 316 Stainless Steel Type 316 Stainless Steel Type 316 Stainless Steel Carbon Steel Strong-Boit®2 Wedge Anclior Installation Information' Ch^raeteristle Symbol Units Nominal Anchor Dlametsr CarboitSlesI Viinch <Ainch Vtlnith Installation Information 1. The Information presented in this table Is to be used In conjunction with the design criteria of ACI 318 Appendix 0. 2. The clearance must comply with applicable code requirements for the connected element. 3. Forthe 2006 IBC, do replaces da. 4. For the 2003 IBC, tut replaces fyta. MIneh Nominal Diameter da' in. 'A y4 Drill Bit Diameter d in. y» V, y. y4 Baseplate Clearance Hole Diameter^ dc In. '/» '/« 'Vie v> Installation Torque ^inst ft-lbf 30 60 90 150 Nominal Embedment Depth hnom in. VA 2'A 2y4 Z'A ays sy. 4ys 5y4 Effective Embedment Depth t'ef in. V/z TA . 2/4 ays 2y4 VA ays 5 Minimum Hole Depth filiole in. 2 3 a 4'/4 z% 5ys 4y8 6 Minimum Overall Anchor Length ^anch in. 2y. VA 3% SVz VA 6 5/2 7 Critical Edge Distance Cac In. 6 6Vi VA VA VA 9 9 8 Minimum Edge Distance Cmin in. 6 7 4 4 m 6/2 Minimum Edge Distance for Si in. — :. — — — — 8 Minimum Spacing ^min in. 3 7 4 4 5 7 Minimum Spacing forc> In. — — — — — 8 Minimum Concrete Thickness t^min In. 3/4 1 m VA 6 m 1 VA 6/4 1 8y4 Additional Data Yield Strength fya psi 92,000 1 85,000 70,000 Tensile Strength futa' psi 115,000 110,000 Minimum Tensile and Shear Stress Area in^ 0.0514 0.105 0.166 0.270 Axial Stiffness In Service Load Range - Cracked and Uncracked Concrete P lb./in 34,820 63,570 91,370 118,840 I 97 I I •p 98 Strong-Bolt ' 2 wedge Anchor Producl information Stainless-Steel Strong-Bolt® 2 Wedge Anchor Installation Information' CharaeterlstiG Symbol Units Nominal Anchor Diameter Stainless Steel HInch Vilneh HInch Installation Information 1. The information presented in this table is to be used in conjunction with the design criteria of ACI 318 Appendix 0. 2. The clearance must comply with applicable code requirements for the connected element. 3. For the 2006 IBC, do replaces d,. 4. For the 2003 IBC, f^t replaces f^a. SIMPSON Strong-Tie Kinch Nominal Diameter rf 3 "a in. ys V? % y4 Drill Bit Diameter d in. ys Vz /s y. Baseplate Clearance Hole Diameter^ dc in. /16 '/s Installation Torque Tinsi ft-lbf 30 60 80 150 Nominal Embedment Depth hnom in. 1 /s 2ys 2/4 3/s ay. 5ys 4/8 5/4 Effective Embedment Depth het in. 1 Vz 2Vt S/s 2y4 4/2 a/s 5 Minimum Hole Depth hhole in. 2 3 3 4/s a/s 5y8 4y. 6 Minimum Overall Anchor Length p ^anclt in. 2/. 3H' l« 5/2 4/2 6 5/2 7 Critical Edge Distance Cac in. 6/2 8« 4W 7 7/2 9 8 8 Minimum Edge Distance Cmin in. 6 6/2 5 4 4 6 Minimum Edge Distance for Sii in. 10 — — 8 8 — Minimum Spacing Sm/n in. 3 8 5'A 4 6/4 6'/5, Minimum Spacing fora in. 10 — — 8 5/2 Minimum Concrete Thickness hmin In. 3/4 4/2 4/2 6 5/2 7/» 3 ... 8y4 Additional Data Yield Strength fya psi 80,000 92,000 82,000 68,000 Tensile Strength w psi 100,000 115,000 108,000 95,000 Minimum Tensile and Shear Stress Area in2 0.0514 0.105 0.166 0.270 Axial Stiffness In Service Load Range - Cracked and Uncracked Concrete p lb./in 29,150 54,900 61,270 154,290 e CO SImpsoit airqag-n<* Jflcftof tog and FastMliig S]/st»m tor Concrete aM Masonry Strong-Bolt ' 2 wedge Anchor Performance Data Carbon Steel Strong-Boit®2 Wedge Anchor Tension Strength Design Data' • SIMPSON Strong-Tie See page 13 for an explanation ofthe load table Icons Charactarlstlc Symbol Units Nominal Anchor Diameter Charactarlstlc Symbol Units Carbon Steel Charactarlstlc Symbol Units Hinch I '/iinch | HInch | Mlnch Anchor Category 1,2 or3 — 1 Nominal Embedment Depth hnom in. 1/8 2/8 2/4 a/s 3/8 5/8 4/. 5y4 Steel Strength In Tension (ACI 318 Section D.5.1) Steel Strength In Tension Ib 5,600 12,100 19,070 29,700 Strength Reduction Factor - Steel Failure^ — 0.75 Concrete Breakout Strength In Tension (ACI 318 Section D.5.2)' Effective Embedment Depth ^ef in. IVz t/2 ; 2'4 a/s 2y4 4/2 3/8 5 Critical Edge Distance ^ac in. 6Vz 6 6V{ 7/2 7/2 9 9 8 Effectiveness Factor - Uncracked Concrete ^uncr — 24 • 24 24 24 Effectiveness Factor - Cracked Concrete ^cr — 17 17 17 17 Modification Factor fc,l/ — 1.00 1.00 1.00 1.00 Strength Reduction Factor - Concrete Breakout Failure^ <t>cb — 0.65 Puil-Out Strength in Tension (ACI 318 Section 0.S.3)' Pull-Out Strength Cracked Concrete (f'c = 2500 psi) Ib 1,300' 2,775' 3,735' 6,895' 8,500' Pull-Out Strength Uncracked Concrete (f'c = 2500 psi) ^p.uncr Ib N/A« 3,340' 3,615' 5,255' N/A* 9,025' 7,115' 8,870' Strength Reduction Factor - Puilout Failure' <Pp — 0.65 Tensile Strength for Seismic Applications (ACI Section 0.3.3.3)' Tension Strength of Single Anchor for Seismic Loads (f'c = 2500 psi) Ib 1,300' 2,775' N/A< 3,735' 6,895' N/A" 8,500' Strength Reduction Factor - Puilout Failure' •Peq 0.65 I 1. The information presented in this table must be used in conjunction with the design criteria of ACI 318 Appendix D, except as modified below. 2. The tabulated value of <|>sa applies when the load combinations of Section 1605.2.1 of the IBC, or ACI 318 Section 9.2 are used. If the load combinations of ACI 318 Appendix C are used, the appropriate value of i|>sa must be determined in accordance with ACI 318 D.4.5. Strong-Bolt® 2 anchors are ductile steel elements as defined in ACI 318 D.1. 3. The tabulated value of <|>cb applies when both the load combinations of Section 1605.2.1 of the IBC, or ACI 318 Section 9.2 are used and the requirements of ACI 318 Section D.4.4(c) for Condition B are met. Condition B applies v/here supplementary reinforcement is not provided. For installations where complying supplementary reinforcement can be verified, the ^^b factors described in ACI 318 0.4.4 for Condition A are allowed. If the load combinations of ACI 318 Section 9.2 are used and the requirements of ACI 318 Section D.4.4 for Condition A are met, the appropriate value of (t)cb must be determined in accordance with ACI 318 D.4.4(c). If the load combinations of ACI 318 Appendix C are used, the appropriate value of icb must be determined in accordance witti ACI 318 D.4.5(c). 4. N/A (Not Applicable) denotes that puilout resistance does not need to be considered. 5. The characteristic pull-out strength for greater concrete compressive strengths shall be increased by multiplying the tabular value by (f'c/2,500 psi)"'. 6. The tabulated value of <{>p or applies when the load combinations of Section 1605.2.1 of the IBC, or ACI 318 Section 9.2 are used and the requirements of ACI 318 D.4.4(c) for Condition B are met. If the load combinations of ACI 318 Appendix C are used, appropriate value of (t> must be determined in accordance with ACI 318 Section D.4.5(c). 7. For the 2003 IBC, replaces "PCN. 8. For sand-lighhveight concrete, in lieu of ACI 318 Section D.3.4, modify the value of concrete breakout strength, Np ^r, Np ,,„cr and Neq by 0.6. All-lightweight concrete is beyond the scope of this table. 99 i •I I Simpson SIrong-Tle * Anelmrino and Faslaning Syttenu tor Concrete aud Masonry Strong-Bolt' 2 wedge Anchor Performance Data Stainless Steel Strong-Boit®2 Wedge Anchor Tension Strength Design Data' SIMPSON Strong-Tie • See page 13 for an explanation of the load table icons Characteristic Symbol Units Nominal Anchor Diameter Characteristic Symbol Units Stainless Steel Characteristic Symbol Units Hinch </i inch Kinch y4inch Anchor Category 1,2 or3 — 1 Nominal Embedment Depth hnom In. 1/. 2/8 2y. a/s 3/8 5/s 4/s 5y4 Steel Strength In Tension (ACI 318 Section D.5.1) Steel Strength in Tension Nsa Ib 5,140 12,075 17,930 25,650 Strength Reduction Factor - Steel Failure^ — 0.75 Concrete Breaitout Strength in Tension (ACI 318 Section D.S.2)" Effective Embedment Depth hef In. 1/2 , ,_2/2 2/4 3/. 2/4 4/2 ay. 5 Critical Edge Distance Cac in. 6V4 8/2 ; 414 7 7/2 9 8 8 Effectiveness Factor - Uncracked Concrete t^uncr — 24 24 24 Effectiveness Factor - Cracked Concrete t^cr — 17 17 17 17 Modification Factor — vm 1.00 1.00 1.00 Strength Reduction Factor - Concrete Breakout Failure^ <t>cb — 0.65 Pull-Out Strength in Tension (ACI 318 Seclion O.S.3)"> Pull-Out Strength Cracked Concrete (f'c = 2500 psi) Ib 1,720' 3,145' 2,560' 4,305' N/A< 6,545' N/A' 8,230' Pull-Out Strength Uncracked Concrete (f'c = 2500 psi) ^p.uncr Ib N/A< 4,770' 3,230' 4,495' N/A' 7,615' 7,725' 9,625' Strength Reduction Factor - Puilout Failure' 't>p — 0.65 Tensile Strength for Seismic Applications (ACI Section 0.3.3.3)" Tension Strength of Single Anchor for Seismic Loads (f 'c = 2500 psi) I^P,eQ Ib 1,720' 2,830' 2,560' 4,305' N/A' 6,545' N/A' 8,230' Strength Reduction Factor - Puilout Failure' •Pea 0.65 1. The information presented in this table must be used in conjunction with the design criteria of ACI 318 Appendix D, except as modified below. 2. The tabulated value of applies when the load combinations of Section 1605.2.1 of the IBC, or ACI 318 Section 9.2 are used. If the load combinations of ACI 318 Appendix C are used, the appropriate value of <{>sa must be determined in accordance with ACI 318 D.4.5. Strong-Bolt® 2 anchors are ductile steel elements as defined in ACI 318 D.1. 3. The tabulated value of iict, applies when both the load combinations of Section 1605.2.1 of the IBC, or ACI 318 Section 9.2 are used and the requirements of ACI 318 Section D.4.4(c) for Condition B are met. Condition B applies where supplementary reinforcement is not provided. For installations where complying supplementary reinforcement can be verified, the <ticb factors described in ACI 318 D.4.4 for Condition A are allowed. If the load combinations of ACI 318 Section 9.2 are used and the requirements of ACI 318 Section D.4.4 for Condition A are met, the appropriate value of ({icb must be determined in accordance with ACI 318 D.4.4(c). If the load combinations of ACI 318 Appendix C are used, the appropriate value of <|>cb must be determined in accordance with ACI 318 D.4.5(c). 4. N/A (Not Applicable) denotes that puilout resistance does not need to be considered. 5. The characteristic pull-out strength for greater concrete compressive strengths shall be increased by multiplying the tabular value by (f'c / 2,500 psi)°'. 6. The characteristic pull-out strength for greater concrete compressive strengths shall be increased by multiplying the tabular value by (f'c / 2,500 psi)". 7. The characteristic pull-out strength for greater concrete compressive strengths shall be increased by multiplying the tabular value by (f'c / 2,500 psi)"'. 8. The tabulated value of ^r, or (tie, applies when the load combinations of Section 1605.2.1 of the IBC, or ACI 318 Section 9.2 are used and the requirements of ACI 318 D.4.4(c) for Condition B are met. If the load combinations of ACI 318 Appendix C are used, appropriate value of ^ must be determined in accordance with ACI 318 Section D.4.5(c). 9. For the 2003 IBC, V3 replaces VC N. 10. For sand-lightweight concrete, in lieu of ACI 318 Section D.3.4, modify the value of concrete breakout strength, Np cr, Np.uncrand Neq by 0.6. All-lightweight concrete is beyond the scope of this table. 100 Slmfson Stnng'Tl9*/^eh(>rlfia and Fastanlng ^««ns tor Concrete and Masonry Strong-Bolt' 2 Weclge Anchor Performance Oata SIMPSON Strong-Tie Carbon Steel Strong-Bolt® 2 Wedge Anchor Shear Strength Design Data' yy See page 13 for an explanation of the load table icons E CO @ Characlsristic Symbol Units Nominal Anchor Diameter Characlsristic Symbol Units Carbon Steel Characlsristic Symbol Units yiinch '/iinch ytineh Vtlmtt Anchor Category 1,2 ora — 1 Nominal Embedment Depth hnom in. VA 2'/. 2/4 3'/. 3/. 5/8 4/8 5/4 Steel Strength in Shear (ACI 318 Section 0.6.1) Steel Strength in Shear Ib 1,800 7,235 11,035 14,480 Strength Reduction Factor - Steel Failure^ <t>sa — 0.65 Concrete Breakout Strength in Shear (ACI 318 Section 0.6.2)' Outside Diameter da' in. 0.375 0.500 0.625 0.750 Load Bearing Length of Anchor in Shear in. 1.500 2.500 2.250 3.375 2.750 4.500 3.375 5.000 Strength Reduction Factor - Concrete Breakout Failure' ipcb — 0.70 Concrete Pryout Strength in Shear (ACI 318 Section 0.6.3) Coefficient for Pryout Strength l<cp — 1.0 2.0 1.0 2.0 2.0 2.0 Effective Embedment Depth het in. 1 Vz 2/2 2/4 3/8 2y4 4/2 3/8 5 Strength Reduction Factor - Concrete Pryout Failure' ipcp — 0.70 Steel Strength in Shear for Seismic Applications (ACi 318 Section 0.3.3.3) Shear Strength of Single Anchor for Seismic Loads (f'c = 2500 psi) ^sa,eg Ib 1,800 6,510 9,930 11,775 Strength Reduction Factor - Steel Failure' 0.65 1. The information presented in this table must be used in conjunction with the design criteria of ACI 318 Appendix D, except as modified below. 2. The tabulated value of applies when the load combinations of Section 1605.2.1 of the IBC, or ACI 318 Section 9.2 are used and the requirements of ACI 318 D.4.4(c) for Condition 8 are met. If the load combinations of ACI 318 Appendix C are used, the appropriate value of ^^a must be determined in accordance with ACI 318 D.4.5. Strong-Bolt®2 anchors are ductile steel elements as defined in ACI 318 D.1. 3. The tabulated value of (|>cb applies when both the load combinations of Section 1605.2.1 of the IBC, or ACI 318 Section 9.2 are used and the requirements of ACI 318 Section D.4.4(c) for Condition B are met. Condition B applies where supplementary reinforcement is not provided. For installations where complying supplementary reinforcement can be verified, the (t>cb factors described in ACI 318 Section D.4.4 for Condition A are allowed. If the load combinations of ACI 318 Section 9.2 are used and the requirements of ACI 318 Section D.4.4 for Condition A are met, the appropriate value of i>cb must be determined in accordance with ACI 318 Section D.4.4(c). If the load combinations of ACI 318 Appendix C are used, the appropriate value of iticb must be determined in accordance with ACI 318 Section 0.4.5(c). 4. The tabulated value of ifca applies when both the load combinations of ACI 318 Section 9.2 are used and the requirements of ACI 318 0.4.4(c) for Condition B are met. If the load combinations of ACI 318 Appendix C are used, the appropriate value of (jicp must be determined in accordance with ACI 318 0.4.5(c). 5. For the 2006 IBC, do replaces d,. 6. For sand-lightweight concrete, in lieu of ACI 318 Section 0.3.4, modify the value of concrete breakout strength by 0.6. All-lightweight concrete is beyond the scope of this table. 1 I Sl' 101 Simpson SUi>.nimfM§iOMnamfFastanlng, Syilemtor Concrete and Masonry Strong-Bolt ^ 2 wedge Anchor Performance Data SIMPSON Strong-Tie Stainless-Steel Strong-Bolt® 2 Wedge Anchor Shear Strength Design Data' 4 I 1 I Characteristic Symbol Units Nominal Anchor Diameter Characteristic Symbol Units Stainless Steel Characteristic Symbol Units Hinch '/iinch Hinch Minch Anchor Category 1,2 or3 — 1 Nominal Embedment Depth hnom In. 1'/8 2'/s 2/4 3'/8 ay. 5/s 4/s 5y4 Steel Strength in Shear (ACI 318 Section 0.6.1) Steel Strength In Shear Vsa Ib 3,085 7,245 6,745 10,760 15,045 Strength Reduction Factor - Steel Failure' fe — 0.65 Concrete Breakout Strength In Shear (ACI 318 Section 0.6.2)' Outside Diameter d/ In. 0.375 ' 0.500 0.625 0.750 Load Bearing Length of Anchor In Shear fe in. 2450 3.375 2.750 4.500 3.375 5.000 Strength Reduction Factor- Concrete Breakout Failure' <t>cb — ..y.^y r^'.^'i 0-70 Concrete Pryout Strength in Shear (ACI 318 Section 0.6.3) Coefficient for Pryout Strength kcp — 1.0 2.0 1.0 2.0 2.0 2.0 Effective Embedment Depth het in. 1/2 2/2 2/4 3/. 2y4 4/2 a/s 5 Strength Reduction Factor - Concrete Pryout Failure' <Pcp — 0.70 Steel Strength in Shear for Seismic Applications (ACi 318 Section 0.3.3.3) Shear Strength of Single Anchor for Seismic Loads (f'c = 2500 psi) ^sa.eq Ib 3,085 6,100 6,745 10,760 13,620 Strength Reduction Factor - Steel Failure' fe — 0.65 •See page 13 for an explanation ofthe load table icons 1. The information presented in this table must be used in conjunction with the design criteria of ACI 318 Appendix D, except as modified below. 2. The tabulated value of it^i applies when the load combinations of Section 1605.2.1 of the IBC, or ACI 318 Section 9.2 are used and the requirements of ACI 318 D.4.4(c) for Condition B are met. If the load combinations of ACI 318 Appendix C are used, the appropriate value of i/^a must be determined in accordance with ACI 318 D.4.5. Strong-Bolt®2 anchors are ductile steel elements as defined in ACI 318 D.1. 3. The tabulated value of ificb applies when both the load combinations of Section 1605.2.1 of the IBC, or ACI 318 Section 9.2 are used and the requiremenis of ACI 318 Section D.4.4(c) for Condition B are met. Condition B applies where supplementary reinforcement is not provided. For installations where complying supplementary reinforcement can be verified, the (|>cb factors described in ACI 318 Section D.4.4 for Condition A are allowed. If the load combinations of ACI 318 Section 9.2 are used and the requirements of ACI 318 Section D.4.4 for Condition A are met, the appropriate value of ifo, must be determined in accordance with ACI 318 Section D.4.4(c). If the load combinations of ACI 318 Appendix C are used, the appropriate value of (jicb must be determined in accordance with ACI 318 Section D.4.5(c). 4. The tabulated value of it>cp applies when both the load combinations of ACI 318 Section 9.2 are used and the requirements of ACI 318 D.4.4(c) for Condition B are met. ft the load combinations of ACI 318 Appendix C are used, the appropriate value of i/^ must be determined in accordance with ACI 318 D.4.5(c). 5. For the 2006 IBC, do replaces da. 6. For sand-lightweight concrete, in lieu of ACI 318 Section D.3.4, modify the value of concrete breakout strength by 0.6. All-lightweight concrete is beyond the scope of this table. E to 102 Simpson Stnng-Tla^ Anthortng and Fanning Syaems lor Concrete and Masonry Strong-Bolt^ 2 Weage Anchor Performance Data SIMPSON Strong-Tie Carbon Steel Strong-Bolt® 2 Wedge Anchor Tension and Shear Strength Design Data for the Soffit of Concrete Over Profile Steel Deck Floor and Roof Assemblies'^'^'"'' yy yy 'See page 13 for an explanation ofthe load table icons Characteristic Symbol Units Nominal Anchor Diameter Characteristic Symbol Units Carbon Steel Characteristic Symbol Units Lower Flute Upper Flute Characteristic Symbol Units Hinch 14 inch Kinch Minch ^Inch Nominal Embedment Depth hnom in. 2 a'/s 2y4 4/2 3/8 5'/8 4/8 2 2/4 Effective Embedment Depth het In. VA 3 2/4 4 2y4 5 3/8 1 /. 2/4 Installation Torque TinsI ft-lbf. ao 60 90 150 30 60 Puilout Strength, concrete on metal deck (cracked)'-' "o.rfecA.cr Ib 1,04<F ; 2^15' 2,040' 2,730' 2,615' 4,990' 2,815' 1,340' 3,785' Puilout Strength, concrete on metal deck (uncracked)'-' ^p,decli,uncr Ib M50' 2,580' 3,840' 3,685' 6,565' 3,800' 2,275' 4,795' Puilout Strength, concrete on metal deck (seismic)'-' ^p,decl(,eq Ib l.(Mf 2,615' 2,040' 2,730' 2,615' 4,990' 2,815' 1,340' 3,785' Steel Strength in Shear, concrete on metal deck' Ib 1,595 3,490 2,135 4,580 2,640 7,000 4,535 3,545 5,920 Steel Strength In Shear, concrete on metal deck (seismic)' ^sa,decl<,eq Ib 1,595 3,490 1,920 4,120 2,375 6,300 3,690 3,545 5,330 The information presented In this table must be used in conjunction with the design criteria of ACI 318 Appendix D, except as modified below. Profile steel deck must comply with the configuration in the figure below, and have a minimum base-steel thickness of 0.035 inch [20 gauge]. Steel must comply with ASTM A 653/A 653M SS Grade 33 with minimum yield strength of 33,000 psi. Concrete compressive strength shall be 3,000 psi minimum. For anchors installed in the soffit of sand-lightweight or normal-weight concrete over metal deck floor and roof assemblies, calculation of the concrete breakout strength may be omitted. In accordance with ACI 318 Section D.5.3.2, the nominal puilout strength in cracked concrete for anchors installed in the soffit ot sand-lightweight or normal-weight concrete over metal deck floor and rood assemblies Np ded, cr shall be substituted for Np cr. Where analysis Indicates no cracking at service loads, the normal puilout loads, Np deck.eq Shall be substituted for Np. In accordance with ACI 318 Section D.6.1.2(c), the shear strength for anchors installed in the soffit of sand-lightweight or normal-weight concrete over metal deck floor and rood assemblies Vsa.deck shall be substituted for Vja. For seismic loads, Vsa.deck.sQ shall be substituted for Vsa. The minimum anchor spacing along the flute must be the greater of S.Ohef or 1.5 times the flute width. The characteristic pull-out strength for greater concrete compressive strengths shall be increased by multiplying the tabular value by (f'c / 3,000 psi)". Concrete shall be normal-weight or structural sand-lightweight concrete having a minimum specified compressive strength, f'c, of 3,000 psi. Minimum distance to edge of panel is 2hef. Stainless Steel Strong-Bolt® 2 Wedge Anchor Tension and Shear Strength Design Data for the Soffit of Concrete Over Profile Steel Deck Floor and Roof Assemblies'-' °''°'" • 4 "See page 13 for an explanation ofthe load table icons Charaeierlstic Symbol Units Stainless Steel Charaeierlstic Symbol Units Lower Flute Upper Flute Charaeierlstic Symbol Units Vl inch Vl inch Minch Vt inch M Inch 'A Inch Nominal Embedment Depth hnom in. 2 ay. 2/4 4/2 a/s 5«/8 4/8 2 2'/4 Effective Embedment Depth het in. 1'/. 3 2/4 4 2y4 5 3'/. 1 '/. 2/4 Installation Torque Tpinst ft-lbf 30 60 80 150 30 60 Puilout Strength, concrete on metal deck (cracked)' t^p.declt,cr Ib 2,605' 1,990' 2,550' 1,750' 4,020' 3,030' 1,550' 2,055' Puilout Strength, concrete on metal deck (uncracked)' f^p,dect(,uncr Ib 1,580' 3,950" 2,475' 2,660' 2,470' 5,000' 4,275' 1,990' 2,560' Puilout Strength, concrete on metal deck (seismic)' ^p,decl(,eq Ib 1,29}' 2.345' 1,990' 2,550' 1,750' 4,020' 3,030' 1,550' 2,055' Steel Strength in Shear, concrete on metal deck' /sa.dec* Ib 2.285 3,085 3,430 4,680 3,235 5,430 6,135 3,085 5,955 Steel Strength in Shear, concrete on metal deck (seismic)' /sa.tfert.eif Ib 2,285 3,085 2,400 3,275 3,235 5,430 5,520 3,085 4,170 I I The Information presented in this table must be used in conjunction with the design criteria of ACI 318 Appendix D, except as modified below. Profile steel deck must comply with the configuration in the figure below, and have a minimum base-steel thickness of 0.035 inch [20 gauge]. Steel must comply with ASTM A 653/A 653M SS Grade 33 with minimum yield strength of 33,000 psi. Concrete compressive strength shall be 3,000 psi minimum. For anchors installed in the soffit of sand-lightweight or normal-weight concrete over metal deck floor and roof assemblies, calculation of the concrete breakout strength may be omitted. In accordance with ACI 318 Section D.5.3.2, the nominal puilout strength in cracked concrete for anchors installed in the soffit of sand-lightweight or normal-weight concrete over metal deck floor and rood assemblies Np dcck.cr shall be substituted for Np cr. Where analysis Indicates no cracking at service loads, the normal puilout strength in uncracked concrete Np deck.uncr shall be substituted for Np,u„cr. For seismic loads, Np ^eck.eq shall be substituted for Np. Min. 3,000 psi normal or sand-llghtwelght concrete 5. In accordance with ACI 318 Section 0.6.1.2(c), the shear strength for anchors installed in the soffit of sand-llghtwelght or normal-weight concrete over metal deck floor and rood assemblies Vsa.deck shall be substituted for Vsa. For seismic loads, Vsa, deck.eq shall be substituted for Vsa. 6. The minimum anchor spacing along the flute must be the greater of 3.0hef or 1.5 times the flute width. 7. The characteristic pull-out strength for greater concrete compressive strengths shall be increased by multiplying the tabular value by (f'c / 3,000 psi)". 8. The characteristic pull-out strength for greater concrete compressive strengths shall be increased by multiplying the tabular value by (f'c / 3,000 psi)". 9. The characteristic pull-out strength for greater concrete compressive strengths shall be increased by multiplying the tabular value by (f'c / 3,000 psi)". 10. Concrete shall be nomial-weight or structural sand-llghtwelght concrete having a minimum specified compressive strength, f'c, of 3,000 psi. 11 .Minimum distance to edge of panel is 2hef. Lower flute 103 Simpson strong-Tie* Anclioring and Fastening Systems lor Concrete and Masonry Strong-Bolt^ 2 wedge Anchor performance Data SIMPSON Strong-Tie I I Carbon-Steel Strong-Bolt® 2 Wedge Anchor Tension and Shear Loads in 8-inch Lightweight, IVIedium-weight and Normal-Weight Grout-Filled CMU jy yy -* "Seepage 13 for an explanation of the load table icons Size in. (mm) Drill Bit Ola. in. Min. Embed. Depth. In. (mm) instaii. Torque ft-lbs (N-m) Critical Edge Oist. in. (mm) Critical End Olst. in. (mm) Critical Spacing in. (mm) Tension Load Shear Load Size in. (mm) Drill Bit Ola. in. Min. Embed. Depth. In. (mm) instaii. Torque ft-lbs (N-m) Critical Edge Oist. in. (mm) Critical End Olst. in. (mm) Critical Spacing in. (mm) Ultimate ibs. (kN) Allowable Ibs. (kN) Ultimate Ibs. (kN) Ailowable ibs. (kN) Anchor installed in the Face of the CMU Waii (See Figure 1) M (9.5) Vt 2M (67) 20 (27.1) 12 (305) 12 (305) 8 (203) 2,185 (9.7) 435 (1.9) 3,875 (172) 775 (3.4) Vi (12.7) Vi 3Vi (89) 35 (47.5) 12 (305) 12 (305) 8 (203) 2,645 (11.8) 530 (2.4) 5,055 (22.5) 1,010 (4.5) M (15.9) Vt 4% (111) 55 (74.6) 20 (508) 20 (508) 8 (203) 4,460 (19.8) 890 (4.0) 8,815 (39.2) 1,765 (7.9) y4 (19.1) Vt 5/4 (133) 100 (135.6) 20 (508) 20 (508) 8 (203) 5,240 (23.3) 1050 (4.7) 12,450 (55.4) 2,490 (11.1) The tabulated allowable loads are based on a safety factor of 5.0 for installation under the IBC and IRC. Listed loads may be applied to installations on the face of the CMU wall at least 1 % inch away from headjoints. Values for 8-inch wide concrete masonry units (CMU) with a minimum specified compressive strength of masonry, f'^,, at 28 days is 1500 psi. Embedment depth is measured from the outside face of the concrete masonry unit. Tension and shear loads may be combined using the parabolic Interaction equation (n = 5/3). Refer to allowable load adjustment factors for edge distance and spacing on page 105. . 4" minimum edge distance Figure 1 _ Critical edge distance (see load table) Installation in this area for reduced allowable load capacity 4" Minimum end distance Critical end distance (see load table) No installation within 1W of head joint Installations in this area for full allowable load capacity Carbon-Steel Strong-Boit® 2 Wedge Anchor Tension and Shear Loads in 8-inch Lightweight, Medium-weight and Normal-Weight Grout-Filled CMU •I- yy 4 yy -* 'See page 13 for an explanation ofthe load table Icons T 1 «' /mmi Oia. (mm) Min. Embed. Depth. In. (mm) install. Torque ft-lbs (N-m) Min. Edge. Oist. in. (mm) Critical End Oist. in. (mm) Critical Spacing in. (mm) Tension Load Shear Load Perp. To Edge Shear Load Parallel To Edge T 1 «' /mmi Oia. (mm) Min. Embed. Depth. In. (mm) install. Torque ft-lbs (N-m) Min. Edge. Oist. in. (mm) Critical End Oist. in. (mm) Critical Spacing in. (mm) Ultimate ibs. (kN) Allowable ibs. (kN) Ultimate Ibs. (kN) Allowable Ibs. (kN) Ultimate Ibs. (kN) Allowable ibs. (kN) Anchor Installed In Cell Opening or Web (Top of Wail (See Figure 2) Vz (12.7) '/i 3Vt (89) 35 (47.5) iy4 (44) 12 (305) 8 (203) 2,080 (9.3) 415 (1.8) 1,165 (5.2) 235 (1-0) 3,360 (14.9) 670 (3-0) H (15.9) M 4% (111) 55 (74.6) IM (44) 12 (305) 8 (203) 3,200 (14.2) 640 (2.8) 1.370 (6.1) 275 (1.2) 3,845 (17.1) 770 (3.4) E io 1. The tabulated allowable loads are based on a safety factor of 5.0 for Installation under the IBC and IRC. 2. Values for 8-inch wide concrete masonry units (CMU) with a minimum specified compressive strength of masonry, f'm, at 28 days is 1500 psi. 3. Tension and shear loads may be combined using the parabolic interaction equation (n = 5/3). 4. Refer to allowable load adjustment factors for edge distance and spacing on page 105. Figure 2 ^y.^ Edge 104 Simpson strong-Tie' Anchoring and Faslenlng Systems lor Concrete and Masonry Strong-Bolt 2 Wedge Anchor Performance Data SIMPSON Strong-Tie Load Adjustment Factors for Carbon-Steel Strong-Bolt® 2 Anchors in Face-of-Wall installation in 8" Grout-Filled CMU: Edge Distance and Spacing, Tension and Shear Loads How to use these charts: 1. The following tables are for reduced edge distance and spacing. 5. 2. Locate the anchor size to be used for either a tension and/or shear load application. 6. 3. Locate the embedment (E) at which the anchor is to be Installed. 7. 4. Located the edge distance (Cact) or spacing (Sact) at which the anchor Is to be Installed. The load adjustment factor (fc or fj) Is the Intersection of the row and column. Multiply the allowable load by the applicable load adjustment factor Reduction factors for multiple edges or spacings are multiplied together. Edge or End Distance Tension (fg) • yy •Seepage 13 for an explanation ofthe load table icons Cact (in.) Dia. y. Vl y. y4 Cact (in.) E 2/8 ZVi 4y8 5'/4 Cact (in.) Ccr 12 12 20 20 Cact (in.) Cmin 4 4 4 4 Cact (in.) 'cmin 1.00 1.00 1.00 0.97 4 1.00 1.00 1.00 0.97 8 1.00 1.00 1.00 0.97 8 1.00 1.00 1.00 0.98 10 1.00 1.00 1.00 0.98 12 1.00 1.00 1.00 0.99 14 1.00 0.99 16 1.00 0.99 18 1.00 1.00 20 1.00 1.00 Spacing Tension (f,) Sact (in.) Dia. M '/2 Vt y4 Sact (in.) E 2/8 3'/2 4M 5'/4 Sact (in.) Scr 8 8 8 8 Sact (in.) Smin 4 4 4 4 Sact (in.) fsmin 1.00 0.93 0.86 0.80 4 1.00 0.93 0.86 0.80 6 1.00 0.97 0.93 0.90 8 1.00 1.00 1.00 1.00 "See page 13 for an explanation of the load table icons Edge or End Distance Shear (fc) yy •See page 13 for an explanation of the load table icons Cact (in.) Dia. Vt Vl Vt y4 Cact (in.) E 2/8 ZVi 4M 5y4 Cact (in.) Ccr 12 12 20 20 Cact (in.) Cmin 4 4 4 4 Cact (in.) 'cmin 0.71 0.60 0.36 0.28 4 0.71 0.60 0.36 0.28 6 0.78 0.70 0.44 0.37 8 0.86 0.80 0.52 0.46 10 0.93 0.90 0.60 0.55 12 1.00 1.00 0.68 0.64 14 0.76 0.73 16 0.84 0.82 18 0.92 0.91 20 1.00 1.00 Spacing Shear fs) Sact (in.) Dia. ya Vl M M Sact (in.) E 2y8 VA 4M 5'/4 Sact (in.) Scr 8 8 8 8 Sact (in.) Smin 4 4 4 4 Sact (in.) 'smin 1.00 1.00 1.00 1.00 4 1.00 1.00 1.00 1.00 6 1.00 1.00 1.00 1.00 8 1.00 1.00 1.00 1.00 * "See page 13 for an explanation of the load table Icons I I @ Load Adjustment Factors for Carbon-Steel Strong-Boit® 2 Anchors in Top-of-Waii Installation in 8" Grout-Filled CMU: Edge Distance and Spacing, Tension and Shear Loads How to use these charts: 1. The 'ollowing tables are for reduced edge distance and spacing. 2. Locate the anchor size to be used for either a tension and/or shear load application. 3. Locate the embedment (E) at which the anchor Is to be Installed. 4. Located the edge distance (Cact) or spacing (Sact) at which the anchor is to be Installed. 5. The load adjustment factor (fc or fj) is the intersection of the row and column. 6. Multiply the allowable load by the applicable load adjustment factor 7. Reduction factors 'or multiple edges or spacings are multiplied together. End Distance Tension (fc yy Sact (in.) Dia. 'A M Sact (in.) E 3'/i 4M Sact (in.) Ccr 12 12 Sact (in.) Cmin 4 4 Sact (in.) fcmin 1.00 1.00 4 1.00 1.00 6 1.00 1.00 8 1.00 1.00 10 1.00 1.00 12 1.00 1.00 • Spacing Tension (f,) ^ ^ rt Sad (in.) Dia. Vi y. Sad (in.) E %'A 4M Sad (in.) Scr 8 8 Sad (in.) Smin 4 4 Sad (in.) fsmin 0.93 0.86 4 0.93 0.86 6 0.97 0.93 8 1.00 1.00 End Distance Shear Perpendicular to Edge (fc) yy a* End Distance Shear Parallel to Edge (fc) yt Cacl (in.) Dia. Vi Vt Cacl (in.) E 3/2 4/. Cacl (in.) Ccr 12 12 Cacl (in.) Cmin 4 4 Cacl (in.) 'cmin 0.90 0.83 4 0.90 0.83 6 0.93 0.87 8 0.95 0.92 10 0.98 0.96 12 1.00 1.00 Spacing Shear Perpenc or Parallel to Edge (fj icular ^ Sad (in.) Dia. Vi y. Sad (in.) E avi 4M Sad (in.) Scr 8 8 Sad (in.) Smin 4 4 Sad (in.) fsmin 1.00 1.00 4 1.00 1.00 6 1.00 1.00 8 1.00 1.00 Cact (in.) Dia. Vi ya Cact (in.) E 3Vi 4y8 Cact (in.) Ccr 12 12 Cact (in.) Cmin 4 4 Cact (in.) fcmin 0.53 0.50 4 0.53 0.50 6 0.65 0.63 8 0.77 0.75 10 0.88 0.88 12 1.00 1.00 "See page 13 for an explanation of the load table Icons 105 Simpson Stnng-TIM* Mehorlng ami fa^anling Systems lor Concrete ant Masonry Tlten HD*^ Rod Coupler nreaded Rod Anchors for concrete FoundaHoiis SIMPSON Strong-Tie The Tlten HD® Rod Coupler Is designed to be used in conjunction with a single or multi-story rod tie-down system. This anchor provides a fast and simple way to attach threaded rod to a concrete stem wall or thickened slab footing. Unlike adhesive anchors, the Installation requires no special tool, cure time or secondary setting process; just drill a hole and drive the anchor FEATURES: • The serrated cutting teeth and patented thread design enable the Tlten HD Rod Coupler to be installed quickly and easily. Less Installation time translates to lower Installed cost • The specialized heat treating process creates tip hardness to facilitate cutting while the body remain ductile • No special setting tools are required. The Tlten HD Rod Coupler installs with regular or hammer drill, ANSI size bits and standard sockets • Compatible with threaded rods in H" and Vi diameters MATERIAL: Carbon steel, heat treated FINISH: Zinc plated INSTALLATION: Caution: Oversized holes in the base material will reduce or eliminate the mechanical interlock of the threads with base material and will reduce the anchor's load capacity. Use a Tlten HD® Rod Coupler one time only. Installing the anchor multiple times may result In excessive thread wear and reduce load capacity Drill a hole using the specified diameter carbide bit Into the base material to a depth of at least Vi deeper than the required embedment. Blow the hole clean of dust and debris using compressed air. Overhead application need not be blown clean. Tighten the anchor with appropriate size socket until the head sits flush against base material Titen HO® Rod Coupler Product Data Size' (in) Model No. Accepts Rod Ola. (in.) Drill Bit Oia. (in) Wrench Size (In) Quantity Size' (in) Model No. Accepts Rod Ola. (in.) Drill Bit Oia. (in) Wrench Size (In) Box Carton y8x6y4 THD37634RC ys % 50 100 '/2x9y4 THD50934RC Vl Vl % 20 40 Titen HD® Rod Coupler U.S. Patent 5,674,035 & 6,623,228 I 1. Length is measured from the underside of the coupler. Installation Sequence E </3 1^ ^^ol/ '•Of 0* o . • O" o -* .....'•oO-V.Q*..' mm. Washer recommended to resist Shear loads V2 min. 127 I i 128 Simpson Strong-Tie* Anchoring and Fastening Systems lor Concrete and Masonry Tlten HD® Rod Coupler Threaded Rod Anchors for Concrete Foundations Titen HD® Rod Coupler Tension Loads in Normal-Weight Concrete Stemwall SIMPSON Strong-Tie •I- yy Size in. (mm) Drill Bit Oia. in. Embed. Depth in. (mm) Stemwall Width in. (mm) Minimum Edge Dist. In. (mm) Minimum End Dist. in. (mm) Minimum Spacing Dist. in. (mm) Tension Load Based on Concrete Strength Tension Load Based on Connected Rod Strength Size in. (mm) Drill Bit Oia. in. Embed. Depth in. (mm) Stemwall Width in. (mm) Minimum Edge Dist. In. (mm) Minimum End Dist. in. (mm) Minimum Spacing Dist. in. (mm) f'c ^2500 psi (17.2 Mpa) Concrete A307 (SAE 1018) Size in. (mm) Drill Bit Oia. in. Embed. Depth in. (mm) Stemwall Width in. (mm) Minimum Edge Dist. In. (mm) Minimum End Dist. in. (mm) Minimum Spacing Dist. in. (mm) Ultimate Ibs. (kN) Ailowable Ibs. (kN) Allowable Ibs. (kN) % (9.5) % 5 (127) 8 (203) iy4 (44) 10 (254) 20 (508) 8,900 (39.6) 2,225 (9.9) 2,105 (9.4) Vi (12.7) Vt 8 (203) 8 (203) 1% (44) 16 (406) 32 (813) 15,540 (69.1) 3,885 (17.3) 3,750 (16.7) •Seepage 13 for an explanation of the load table icons 1. Allowable load must be the lesser of the concrete or steel strength. 2. The allowable loads based on concrete strength are based on a factor of safety of 4.0. 3. The allowable load based on steel strength Is limited by the strength of the coupler nut supplied with this anchor Use of higher strength rod will not increase allowable loads. 4. The minimum concrete thickness is 1.5 times the embedment depth. 5. Tension and shear loads may be combined using the straight-line interaction equation (n=1). Tlten HD® Rod Coupler Shear Loads in Normal-Weight Concrete Stemwall, Load Applied Parallel to Concrete Edge yy Size in. (mm) Drill Bit Dia. in. Embed. Depth in. (mm) Stemwall Width in. (mm) Minimum Edge Dist. in. (mm) Minimum End Olst. in. (mm) Minimum Spacing Dist. in. (mm) Shear Load Based on Cone. Edge Olst. Size in. (mm) Drill Bit Dia. in. Embed. Depth in. (mm) Stemwall Width in. (mm) Minimum Edge Dist. in. (mm) Minimum End Olst. in. (mm) Minimum Spacing Dist. in. (mm) f'c 2 2500 psi (17.2 Mpa) Concrete Size in. (mm) Drill Bit Dia. in. Embed. Depth in. (mm) Stemwall Width in. (mm) Minimum Edge Dist. in. (mm) Minimum End Olst. in. (mm) Minimum Spacing Dist. in. (mm) Ultimate Ibs.(kN) Allowable Ibs. (kN) y. (12.7) Vl 8 (203) 8 (203) iy4 (44) 16 (406) 32 (813) 6.200 (27.6) 1,550 (6.9) 1. Install with a washer (not supplied with anchor) when used to resist shear loads. 2. The allowable load based on concrete edge distance is based on a factor of safety of 4.0. Steel strength does not control. 3. The minimum concrete thickness is 1.5 times the embedment depth. 4. Tension and shear loads may be combined using the straight-line interaction equation (n=1). E CO CB132211 2175 CAMINO VIDA ROBLE AT&T- REPLACE EXISTING SINGLE Final Inspection required by: a Plan • CM&I a Fire SW •ISSUED •cv. Approved Date BUIU7tNG PLANNING ENGINEERING FIRE Expedite? By Gm. AFS Checked by: HazMat APCD n Healtfi Forms/Fees Sent Rec'd Due? By Encina Fire HazHealthAPCD PE&M School j!u^^Auf nun Sewer Stormwater Special Inspection CFD: Y LandUse: N Y N Density: ImpArea: FY: Annex: Factor: PFF: Y N Comments Date Date Date Date Building Planning Engineering Fire Done • Done • Done a Done