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PRODUCT EVALUATION REPORT
Force Engineering & Testing Inc. 19530 Ramble od Drive SCANNED BY Product Evaluation Report St. Lucie County METAL ROOF FACTORY 1.5" Snap Lock 24 Ga. Roof Panel over 15132" Plywood Florida Product Approval # 11847.6 RI Florida Building Code 2010 Per Rule 9N-3 Method: I -D Category: Roofing Subcategory: Metal Roofing Compliance Method: 9N-3.005(1)(d) HVHZ Product Manufacturer: METAL ROOF FACTORY 599 Guss Hipp Blvd Rockledge, FL 32955 Engineer Evaluator: Terrence E. Wolfe, P.E. # 44923 Florida Evaluation ANE ID:1920 Validator• 9450 Alysbury Place Montgomery, AL 36117 Contents: Evaluation Report Pages 1-4 These prime amply vdtlr the Co aTipe: Flodds Manufamioad BuOding ocarpancy: VB Act end added Codes end Allowable Ho. &Ff adhere to ftfollawing criteria: ofFtoers: _ one nt 150 MPH MM APPROVED By Fite Re" f Wags: Planlo.: AFloor M 9NADR 160o 4os! Nc. e Appro UW: 12//512014 MemdecWren _ EnoNeered FIWd Ine FL# 11847.6 R1 C E. F' O C E N STATE OF ; e 4 •arm iO�,,ONn rt' p0 March 27, 2012 Force Engineering & Testing Inc. 19530 Bamblewood Drive Humbte,TX 77338 Compliance Statement: The product as described In this report has demonstrated compliance with the Florida Building Code 2010, Sections 1504.3.2,1518.9, 1523.6.5.2.4. Product Description: 1-1/2" Snap Lack Standing Seam Roof Panel, 24 Ga. Steel, 16" wde, Roof Panel restrained with steel slider clips into 15/32" Plywood decking. Non -Structural Application. Panel Material/Standards: Material: 24 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to Florida Building Code 2010 Section 1507.4.3. Paint Coating: Valspar Fluropon Coating (Optional) Yield Strength: Min. 50.0 ksi Corrosion Resistance: Panel Material shall comply with Florida Building Code 2010, Section 1507.4.3 Panel Dimension(s): Thickness: 0.024" width: 16" Rib Height: 1-1/2" Panel Seam: Snap Lock - Panel Rollformer: Schlebach Quadro-Plus Rollformer Roof Panel Clips: Product Name: 1500SNS Type: Fixed,18 Ga., 3 X" long Corrosion Resistance: Per Florida Building Code 2010 Section 1506.7 Roof Clip Fastener: (2) #12-11 x 1" Pancake Type A X" minimum penetration through plywood Corrosion Resistance: Per Florida Building Code 2010, Section 1506.6, 1507.4.4 Substrate Description: Min. 15/32"thick, APA Rated plywood over supports at maximum 24" O.C. evaluation. Must be designed in accordance w/ Florida Building Code 2010. 7liese p,Ifde coinplywM the Conk Type:. ' . .....- yg .. . FloddaMmuleofunid SWlmng Ocupanry: -: B/F4 ... Actundodopted Codsand A%Nabie No.- aemtDthofoOonMgodtede: crFleare: ...... .. -' .. ... Wind VelocllY• APPROV® BY Flm RuMg of . Eld Wells: g Plan No.: MFT4780681818 IN INC. Allow. FlWLwcI: _ Appmval Date: 15a ad 11'a 014 Mawiachaer. EnGheemd FlWd Ina FU 11847.6 RI �•o• STATE OF ;l �'i0A` A�• 0P.1 4, ts. �. a ooarrAm. March 27, 2012 Design Uplift Pressures: Code Compliance: Force Enginerrr"ingestingInc. 19530 Romblewood Drive HwrJ,le,TX 77338 Table "A" Maximum Total Uplift Design Pressure: 86.0 pSf 108.5 psf 116.0 psf r1lp Spacing: 24' 04 12. O.C. 61 O.C. 9 Fasteners per Clip: 2 2 2 'Design Pressure Includes a Safety Factor= 2.0. The product described herein has demonstrated compliance with The Florida Building Code 2010, Section 1504.3.2, 1518.9,1523.6.5.2.4. Evaluation Report Scope. The product evaluation Is limited to compliance with the structural wind load requirements of the Florida Building Code 2010, as relates to Rule 9N-3. Performance Standards: The product described herein has demonstrated compliance with: TAS 125-03 UL 580-06 - Test for Uplift Resistance of Roof Assemblies UL 1897-04:- Uplift Test for Roof Covering Systems TAS 100-95 -Test Procedure for Wind and Wind Driven Rain Resistance of Discontinuous Roof Systems TAS 110-00 - Accel. Weathering ASTM G 26 / Salt Spray ASTM B 117 Reference Data: Test Standard Equivalency: 1. TAS 125-03: UL 580.94 / 1897-98 Uplift Test Force Engineering & Testing, Inc (FBC Organization # TST-5328) Report No. 72-0108T-07', Dated 03/28/2007 2. TAS 100-95 Farabaugh Engineering & Testing, Inc (FBC Organization # TST-1654) Report No. T307.07', Dated 01/15/2007 3. TAS 110-00: Vals arp Fluropon coated metal panel testing A) ASTM G 26 by PRI Asphalt Technologies dated 01/19/2004 B) ASTM B 117 by PRI Asphalt Technologies dated 01/19/2004 4. Certificate of Independence By Terrence E. Wolfe, P.E. (No. 44923) @ Force Engineering &Testing, Inc. (FBC Organization # ANE ID: 1920) 1. The UL 580-94 test standard Is equivalent to the UL580-06 test standard. 2. The UL 1897-98 test standard Is equivalent to the UL 1897-04 test standard. .Tbese'pdmo comply Will the CmreL Type: -. ... VB RoHdaMareacti edauilding OcaP310f, :. B/F•1_ Actand adopted Codes end-. At R&O Ns., to thofdlmvAp oltoda: - of Flare: ........ One (1)adlte:a ....... yykW Vol ..... 150 MPH APPROVED BY FIM Rd" of 0 Plan No.: MFr4769.91818 eAllew.FborLoed: ' : raoldNAwc. 19 . . c"loearedl FL# 11847.6 R1 March 27, 2012 rForceE—nqgineeLnng8., Testing Inc. 19530 Ramblewood Drive Humble,TX 77338 Quality Assurance Entity: The manufacturer has established compliance of roof panel products In accordance with the Florida Building Code and Rule 9N-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity. Minimum Slope Range: 2:12. Minimum Slope shall comply with Florida Building Code 2010, including Sections 1515.2 and In accordance with Manufacturers recommendations. Installation: Install per manufacturer's recommended details and RAS 133. - Undedayment: Per Manufacturer's installation guidelines per Florida Building Code 2010 Section 1518.2,1518.3, 1518.4. Fire Barrier: Any approved fire barrier having a current NOA. Refer to a current fire directory listing for fire ratings of this roofing system assembly as well as the location of the fire barrier within the assembly. Fire classification Is not part of this acceptance. . Shear Diaphragm: Shear diaphragm values are outside the scope of this report Design Procedure: Based on the dimensions of the structure, appropriate wind loads are determined using Chapter 16 of the Florida Building Code 2010 for roof cladding wind loads. These component wind loads for roof cladding are compared to the allowable pressure listed above. The design professionalshall select the appropriate erection details to reference In his drawings for proper fastener attachment to his structure and analyze the panel fasteners for pullout and pullover. Support framing must be in compliance with Florida Building Code 2010 Chapter 22 for steel, Chapter 23 for wood and Chapter 16 for structural loading. 'The Test Reports are owned by Metalfonning, Inc. Metalfonning, Inc. gives the above manufacturer permission to use these test reports. These pdnte complywith the Conat TYPE .VB Flodda Mamdachood BuudfM Oocepencg .... - ...lW-t.. _ Pit and adopted Codes and AAott'ebla No. adhere to the faRaft atteda: of Floors: Onen) wind Velodry: 150 MPH 1Vuln APPFIOVFJ7 BY-: Flm Rating al - - ---- -'...0. .. Bid. Wells: ...... Plan No.: MFI'47a&e7815 Aw. Floor Load: INC. NJi _ Approved Dew. 01 4 Manufachsec m1?11152 :0radFluidna FL# 11847.6 R1 � �C2 Ns o No, 449e / 1 " b' •.STATE OF L ORI March 27, 2012 Tt"Spdrdbmmplyvadal ConaL Typo: VB . FbWaManuW iad BuDdlnp 0=0W.Y: ... ........ .. -1 Act and adopted Codds and ADawable No. Where to the folowii9 mwm CMDO .WindV 1li0MPH lVuiO 1 HEEB NO1CH PM'U. ' APPROVED BY Fine Re" of FIMRe of � - � �" AM) BEND PAN ELL Wage: 0' TO FORM OPEN HFN TO F Plan No.: MFT4789.91818 Floor Wed: .. 160 Dal. . ... NOR INC.w. IVApprovalData:12H52014 � V Dal M�mw EaONeerad FWM Ina _ 1/2 W LOCK 12-11 t 1 PANNE NEU ---TYPE-A-[1'-0•. all] — TBI-BEAD TAPE SEALER - March 28, 2012 FILL END'OF FdB- ON METHANE DLW CDP.] NIN. 15/J2' PLYWTIOD ame ml� N 167�iQ 1211�t -PANW . THE A [2 PER at FAIL SHEEP OFICEk WAS SHBD 12-11 ■ 1 PANNE HEAD AT VALLEY ONLY TYPE A. [B' O.C.] JD LBS FELT OVER REIWNDEA OF ROOF FLOATING VALLEY 1.51' SNAP LOCK CUP TheeepdmswmplywtMthe Canal TYP: Va FWda MmMactgred PuMng OPwpencr. 61F-1 Act and adopted Codes and AQawahle No. a0am to thefolbwing crbdm of Flom; One (1) wMd Velow.. 1ti0 MPH (WIO APPROVED BY Fire Raft of E& Wanc Plan a M470&u1816 Now. FlaarLwd INC,-Approval . /x4 . .. .. .. .Manatectwer. . EnolneeMd Rod Iw. 1 "x2" 16 GA. FLOATING RAKE SUPPORT RAKE TRIM --ll CONTINUOUS ,•,�� •`G 8 /Z �. F . State olfloddg am CONT. TAPE SEALER 1"xi" RAKE CLEAT #12-14 x 1" SDS W/ WASHER ® 12" O.C. 12-11 x 1" PANCAKE HEAD TYPE A ® 12" O.C. (DO NOT OVEROGHTEN) L 18" WIDE ICE & WATER SHIELD AT SAVE & RAKE. ONLY 30# FELT OVER REMAINDER OF ROOF �;°�` •:�c o Ft tidE`• ��'` ; FLOATING RAKE March 28, 0 �■ 5" SNAP LOCK SNAP LOCK PANEL `— MIN. 15/32" PLYWOOD 1 x 1" PANCAKE HEAD TYPE A 1 l 1}° FIELD NOTCH PANEL LEGS AND BEND PAN TO FORM OPEN HEM I I I I 1}° FILL END OF RIB WITH URETHANE SEALANT. TYP. SAVE ?': �� SF .• : state of Fledd■ QOX No: 4 2 *am These Ponta wmply wm the Cwst ype: RadeMenufacmmd9W1clmg CcmtW�)r Act and adopted Codes and AAawahle No. adhere to thefdlowing ageda: of Flown: Wind Vebdty. APPROVED BY Fire Ragog of Eht Walls: Plan No.: All ud.Flwrlmd: p�/'� INC. Appmal Date Mmmtechaer:. 1�2" OVERHANG 18" WIDE ICE & WATER SHIELD AT EAVE & RAKE ONLY 30# FELT OVER REMAINDER OF ROOF PANEL CUP MAX 8" FROM EAVE "�-12-11 x 1' PANCAKE HEAD TYPE A ® 12" O.C. 3/32" x 1" TAPE SEALER 15,W, �< O R%Qp'G��0. FLOATING EAVE 1 5" SNAP LOCK 1"x1"x1" Z CLOSURE - RAKE TRIM #9-15 x 1 1/2 HWH W/WASHER ® 12" O.C. .•`'NGE E. EN5 �,4 ORVO �s70NA1.E0 fliallmillaill These pbos campiywlth the ConsLType: VB FTodda Mamdactured Banding Omparwy: BIF-1 Act and adopted Codes and Anoweble No. _ adhere fa the tollmft n0ertz. Of Room: . Ona (1) Ve Wnd WOOF. 1a0 MPH (Glt) . APPROVED BY Fire Hednre of EA wane:, 0 Plan No.: MFTd7H&91818 Al1oiv.FlovLoad: 160ps1■ Approval Date: 12flUM014 �AINC Mamdactwer. Enolneered FlWd, Inc. aft of Floft oOA wn 12-11 x 1" PANCAKE HEAD TYPE A ® 12" O.C. 18" WIDE ICE & WATER SHIELD AT EAVE & RAKE ONLY 301 FELT OVER REMAINDER OF ROOF CONT. TAPE SEALER FIXED RAKE 1.5" SNAP LOCK SNAP LOCK PANEL 15/32" PLYWOOD 12-11 x 1" PANCAKE HEAD TYPE A (2)—PER—CLIP 12-11 x 1 PANCAKE HEAD 0 15" O.C. 1.5" SNAP LOCK 24 GA. PANEL 15/32' PLYWOOD [MIN.] 18" WIDE ICE & WATER SHIELD AT-EAVE-& RAKE----- 30# FELT OVER ENTIRE ROOF �•'�CEN � SF )RX #9-15 x 1-1j (4 PER PANEL) TUBE SEALANT IN SEAM TAPE SEALER EAVE TRIM Thesepdtdd com*Wth the CmsLType: VB . Ftodda manufactured Bddfng Occupancy. BIF•1- Amand adapteUCuEesand Allowable No. adhetetothe following ameda: of Floofa; One mi vm Velocity: - 150 MPH 1Vul1 - ' APPROVED BY Re Rating ofNr . Ed Walla: + a Plan No.: MFM75941815 Allow. RoafLoad: 1501)at NCManufa lcturer, Engineered Fluid, Ino. C.OA. •15718 HIGH EAVE DETAIL 1.5" SNAP LOCK March 28, 2012 11/192014 Florida Buildng Code Online Product Manufacturer Greenheck Fan Corporation Address/Phone/Email 400 Ross Ave PO Box 410 Schofield, WI 54476 (715) 355-2242 mike.steele@greenheck.com Authorized Signature Michael Steele mike. steel a@g reenheck.com Technical Representative Address/Phone/Email . Quality Assurance Representative Address/Phone/Email Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer U Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence 09/09/2017 R. D. Hall iJ Validation Checklist - Hardcopy Received FL15718 RI COI 15718 CERT OF INDEPENDENCE odf Referenced Standard and Year (of Standard) Standard Year ANSVAMCA Standard 540 .Th 2008 PrW9-mpiyvdththa -c-Ma ypelff: - - anideelotedguMg "r cCui)W . _ Equivalence of Product Standards Act and adopted Codes end Asexable No. Mt Certified By adhere to the following r+aede: aFloors: WhldVelod . APPROVED BY ,fire RaUna oar :One tt--)---.�� Ico fm&H (Wo Sections from the Cade Ex Weaw 0 ' Plan No.( -AAew. Floor Load: MFT475fF9f8/5 150 e_=� Approval Date: Mamdac wren tyfsrtota Enahreerea FAtltl Ina .. Product Approval Method Method 1 OptlodD - - _- hVsJ/floridabuilding.orgfprlpr app d0.aspX7param=wGEVXQhvtDgt3elSAInEOW%2(CDa7K2g4GfsdIJFg9GSoCBacllW9Psog%3d%3d 113 11/19=14 Date Submitted Date Validated Date Pending FBC Approval - Date Approved 15718.1 IAN-601X Florida Building Code Ordine Thesepdms complywth the Coed. Type: VB Florida Manufactured Building 0eoupanty; BIF-I 08/20/2014vtand adopted Codes end Allowable No. .. OB/22/2014 hero to the Moving o8ede: otFborm: Ono(1) Wind Velody. 160 MPH (Vat) APPROVED BY - Fite Rating of . 06/25/201 Em-weoa: 0 Plan Na.: MFT150m1a16 ,� AUmv. FleorLoad: � t5o osf Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +200/-200 Other: This FL Approval pertains to ANSI/AMCA Standard 540. See FL Approval 6876 for specifics regarding additional approvals, standards, and limits of use. 6" Deep, Fabricated Aluminum, Acoustical Florida Product Approved Stationary Louver Installation Instructions FLIS718 RI D AFJ-601X Install Details A - Continuous Annie Mount.odf FLIS718 Rl Ir AFJ-601X Install Details B - Clio Angle Mountird ELIS718 RI D UL-1125119 Load and Sim Ratinas.odf Verified By: UL LLC Created by Independent Third Party: No Evaluation Reports FLIS718 R1 AE 15718 EVALUATION REPDRT.Ddf Created by Independent Third Party: Yes 15718 2 EHH-501X 5" Deep, Extruded Aluminum, Horizontal Wind DrivenRain, - Florida Product Approved Stationary Lower Other: This: FL Approval pertain i40.,Ste FL Approval 5876 for sl Ipprovals, standards, and limits 15718.3 ESD-435X 51/AMCA Standard regarding additional Limits of Use Approved for use In HVHZI No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure; +200/-200 Other: This FL Approval pertains to ANSI/AMCA Standard approvals, standards, and limits of use. 15718.4' - I ESD=635X Limits of Use ,. Approved for use In HVHZ; No Approved for use outside HVHZ- Yes Impact Resistant: Yes,:. - "Design.Prossurel+200/7200 ' Other. This FL Approval pertains to ANSI/AMCA Standard 540. See FL Approval 6876 for specifics regarding additional approvals, standards,' andurnits of use. Houle r . FL35718 RS II EHH-S01X Install Details B -Clio Angle . FLIS718 R1 'II UL-R25119 Load and Size Ratlncs.Odf. Verified By: UL LLC - - - -- - Created by Independent Third Party: No - Evaluation Reports ELIS718 RI AE 15718 EVALUATION REPORT.odf Created by Independent Third.: Party: Yes, 4" Deep, Extruded Aluminum, Drainable Blade Florida Product Approved Stationary Louver Installation Instructions FLIS718 R1 II ESD-435X Install Details A - Continuous Angle Mount.odf FLIS718 RI II ESD-435X Install Details B - Clio Angle Created by Independent Third Party: No Evaluation Reports FLIS718 RI AE 15718 EVALUATION REPORT.odf Created by Independent Third Party: Yes 6" Deep, Extruded Aluminum, Dralnable Blade Florida,Product Approved Stationary Louver - Installation Instructions ' FL15718 R3 II ESD-635X Install Details A - Cdntinuous Angle Mount odf - - FLIS718 R3 H ESD-635X Install Details B - Clio Angle,'. Mount-odf - - FLIS718 RI lI UL-R251191oad�nd_Siza Ratinas.ndf Verified By: UL LLC - Created by Independent Third Party: No Evaluation Reports . sack Next' contact Us :: t940 North Mpnrce Street Tellahas� iao Phone: e50-497-1824 The state of Florida Is an AA/EEO employer. Coovdaht 2007-2013 State of Florida`.:: PdvawjS(atement :: Accessibility Statement :: Refund Statement Under Flanes law, email addnmes are public records. If you do not want your e-mail address released In response to a public -records request do not send electronic mall to this entity. instead, contact the office by phone or by traditional mall. B you have any questions, please ranted 850A87.1395. •Pursuant to Section 455.275(1), Fladda statute, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department vdth an email address if they have ore. The emails provided may be used far official commutation Mth the Ilcersee. However email addresses are public rear). If you do rat wish to supply a httpsllflwiflabtdlding.orgfpr/pr_app dtl.aspx?param=wGEVXQMDgt3elSAJnEOW%2fCDa7K2g4GtdJFg9GSoCBacl[WgPsog%3d%3d 213 11/19/2014 - Florida Building Code Online personal address, please provide the Department with an email address which ran be made available to the public To determine If you are a licensee under Chapter 45S, F.S., please. dick here . Product Approval Accepts, In ®-7 M securitvx,"umv These polde camplywXh the ConeL TYPO: Va Florida Manufactured Buldtrp tkapancy: .. BIFt Act and adopted Codes and Allowable No. ,,adhere to the follaA7n9 cdfede: of Floors: one (11 Wind Velodpr. 150 MPH (Vut) APPROVED BY Fire Reft of ONO O Ext. Weir. Plan No.: D MFr915 RNC, Abow. Floor Land: - 150 1W psf Dd PaIMeaWOie` M Engineered Fluld, lno. httpslifloridabtiltfing.orglprlpr app dtl.aspx7param=wGEVXOwtDggelSAInEOW%2fCDa7K2g4GfsdIJFg9GSoCBaclIW9Psog%3d%3d 313 Engineering Evaluation R Report FL No.: Manufacturer: Greenheck Fan Corporation ````"�pu111itt1Np OpVID C P.O. sox 410 .o •• � 400 Ross Avenue �` �,�1,.GE Schofield, WI 54476 No 0923 st _ Product Line: Louver Models: AFJ-601X, EHH-501X, ESD-435X, and ESD-635X �� E OF Product Category / Subcategory: Panel Walls / Wall Louver "FLORIDQ; 9 rY g ry� ,.tSta". ... i Compliance: JUN 2 6 201 '���i7v!�r~14tp-�``� The above referenced products have been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 9B-72.070 method 1(d). The products listed herein comply with the 2010 Florida Building Code. Product Description: Models: ESD-635X, EHH-501X, and ESD-435X: Fixed blade, extruded 6063-T5 aluminum. Model AFJ-601K Fixed blade, formed 5052-1-132 aluminum. Performance Standards: 1. ANSI/AMCA Standard 540-08, Test Method for Louvers Impacted by Wind Borne Debris 2. ASTM E 1886-05, Standard Test Method for Performance of Exterior Windows, Curtain Walls, Doors, and Storm Shutters Impacted by Missile(s) and Exposed to Cyclic Pressure Differentials. 3. ASTM E 1996-05, Standard Specifications for Performance of Exterior Windows, Glazed Curtain Walls, Doors, and Storm Shutters Impacted by Wind Born Debris in Hurricanes. Supporting Technical Documents: 1. Approval Documents: FL6876-R1 2. Test Reports: a. Test Report No. B7037.01-602-44 signed and sealed by Shawn G. Collins, P.E., Architectural Testing, Inc., Schofield, WI I. ANSI/AMCA Standard 540-08 H. ASTM E 1886-05 Ill. ASTM E 1996-05 3. Listing Documents: a. AMCA Listing showing compliance with ANSI/AMCA 540-08. Limits and Conditions of Use: 1. This evaluation pertains only to ASNSI/AMCA Standard 540-08 2. Maximum Design Pressure: +/- 200 psf (per 171-6876 Pd a c„❑g it, cm,Type: ve 3. Maximum Panel Size: (per FL6876-111) Fronde Manuramaredeagging ocmpaw. e/F11 a. AFJ-601X: 60"x96" Nd and adopted Codwand .Allowable No. b. EHH-501X: 120" x 144" aelcete a the following c tech of Floors: Wind volcaly: One t11 1ti0 MPH IVWII c. ESD-435X: 120" x 144" APPROVED BY . Rm Raft or 4. d. ESD-435X 120" x 144" This product is rated to be used in the HVHZ. N.Mwe. EA. Web:. Plan No.: Now: Floor Load: o ; 141FR76MI1115 16Dosf 5. This product is impact resistant. p p 1ppm e' Date: 1N162gl MaMeclmec Erpineorad Fbd, Inc. Installation: • Units must be installed In accordance with approval documents. Certification of Independence: Rice Engineering, Inc. and L. David Rice, P.E. do not have and will not acquire a financial Interest in any company manufacturing or distributing the products forwhich this report is being issued. Rice Engineering, Inc. and L. David Rice, P.E., do not have and will not acquire a financial interest In any other entity involved In the approval process of the above listed products. 11/19/2014 XHF2.W-L-2551- Through•penetration Firestop Systems System No. W-L-2551 XHEZ.W-L-2551 Through -penetration Firestop Systems Design/System/Construction/Assembly Usage Disclaimer Authorities Having Jurisdiction should be consulted In all cases as to the particular requirements covering the Installation and use of UL Certified products, equipment, system, devices, and materials, Authorities Having Jurisdiction should be consulted before construction. Fire resistance assemblies and products are developed by the design submitter and have been Investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field. When field Issues arise, It Is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information Includes specifics concerning alternate materials and alternate methods of construction. Only products which bear UL's Mark are considered Certified. XHEZ - Through -penetration Firestop Systems See General Information for Through -penetration Firestop Systems System No. W-L-2551 February 15, 2010 F Ratings — 1 and 2 Hr (See Item 1) T Ratings — 1 and 2 Hr (See Item 1) TheamOcagtencpyo, : . .ygFladdaMarxdreB EX-1 Act ad adopteddd gdelofhote8o�x ... . . �A or,Fldo�o'(s: Dne r) WolatltY• _ 150 MPH lwatl APPROVED BY Fqu,�H51mg a End. Walls d' Plan rtc.: MFr4789-91816 SECTION A A ,Av1 Arm.. Floor Wad: 1W oa 114 ANC. Applwal Date: 17/182914 - 1. Wag AVMYMW— sum oard/stud wall assembly shall be constructed of the materials and in the manner described In the Individual U300, U400 or V400 Series Wall and Partition Design In the UL Fire Resistance Directory and shall Include the following construction features: A. Studs— Wall framing may consist of either wood studs or steel channel studs. Wood studs httplldatabase.W:com/cgi-biNXWRemplatelUSIXT/1 FRAM Efslwwpagahtml?name=XH EZ.W-L-2551&ccnshortUUe=ThrougtrpenetraUon+Firestop*Systems... 1/2 11/1912014 XHFZ.W-L-2551- Through -penetration Firestop Systems to consist of nom 2 by 4 In. (51 by 102 mm) lumber spaced 16 in. (406 mm) OC. Steel studs to be min 3-1/2 In. (89 mm) wide spaced max 24 in. (610 mm) OC. B. Gypsum Board* — The gypsum board type, thickness'"number of layers, fastener type and sheet orientation shall be as specified In the Individual Design In the UL Fire Resistance Directory. Max diam of opening is 51n. (127 mm). i The hourly F Rating of the flrestop system Is equal to the hourly fire rating of the wall assembly In which It is installed. The hourly T Rating Is 1 and 2 hr for 1 and 2 hr rated assemblies, respectively. 2. Through Penetrants — One nonmetallic pipe or conduit concentrically or eccentrically within the flrestop system. The annular space between penetrant and periphery of opening shall be min 3/81n. (10 mm) to max 5/81n. (16 mm). Penetrant to be rigidly supported on both sides of wall assembly. The following types and sizes of nonmetallic pipes or conduits: . A. Polyvinyl Chloride (PVC) Pipe — Nom 4 In. (102 mm) diam (or smaller) Schedule 40 solid core or cellular core PVC pipe for use In closed (process or supply) or vented (drain, waste or vent) piping systems. B. Fire Retardant Polypropylene (FRPP) Pipe — Nom 41n. (102 mm) clam (or smaller) Schedule 40 FRPP pipe for use In closed (process or supply) or vented (drain, waste or vent) piping systems. C. Rigid Nonmetallic Conduit+— Nom 4ln.(102 mm) diam (or smaller) Schedule 40 PVC conduit Installed In accordance with the National Electrical Code (NFPA No. 70). 3. Firestop System — The firestop system shall consist of the following: A. Fill, Void or Cavity Materials* - Wrap Strip — Min 3/16 In. (5 mm) thick intumescent material supplied in 2-1/2 in. (64 mm) wide strips. Single layer of pre-cut wrap strip tightly wrapped around nonmetallic pipe and secured with the adhesive closure tab. Wrap strip to be. slid Into opening such that the outer edge of wrap strip extends approx 5/8 In. (16 mm) from both surfaces of wall. 3M COMPANY 3M FIRE PROTECTION PRODUCTS — Tuck -In Wrap Strip WS 200, WS 300 or WS 400 B. Fill, Void or Cavity Material* - Caulk or Sealant — Min 1/4 In. (6 mm) diam bead of sealant applied to gypsum board/wrap strip Interface on both sides of wall. 3M COMPANY 3M FIRE PROTECTION PRODUCTS — IC 15WB+, CP 25WB+ or FB-3000 WT sealant * Indicates such products shall bear the UL or cUL Certlflcatlon Mark for jurisdictions employing the UL or cUL certification (such as Canada), respectively. Last Updated on 2010-02-15 Questions? Print this Pape Terms of Use Pace Too © 2014 UL LLC When the UL Leaf Mark Is on the product, or when the word "Environment" Is Included In the UL Mark, please search the UL Environment database for additional information regarding this product's certification. The appearance of a company's name or product In this database does not In Itself assure that products so Identified have been manufactured under UL's Fallow -Up Service. Only those products bearing the UL Mark should be considered to be Certified and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits thereproductionof the material contained In the Online Certification Directory subject to the following conditions: 1. The Guide Information, Assemblies, Constructions, Designs, Systems, and/or Certifications (files) must be presented in their entirety and in a non - misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from UL" must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice In the following format: "© 2014 UL LLC". Thesepilidemmplywdhthe CmeLlype: ... .. . Florida Mamdactured Buiidrq Ocoire;W- Ad and adopted Codes and Alldwabla No. - - adhet0tothefolOW11c+Oeda: of Fluor. One (1) APPROVED 13Y Fire Rang of PA waOs: 0 ;Plan No.: MFT4769-91815 f� 'Atow. Floor Load: 160 oar N A IIV�. Approval Date: r 12116r2014 htanufacuuar. 9aineered FMd, lna. http•J/database.d.comfcgi-bi nIXWRem platelUSEXr/1 FRAM FJshowpagahtm I7nama=XH¢.W-L-2551&ccrehortUtle=ThrougtrpenetratiomFlrestop+Systems... 212 11/19/2014 BXUV.U423- Fire -resistance Ratings - ANSYUL263 Pace Bottom Design No. U423 BXUV.U423 Fire -resistance Ratings - ANSI/UL 263 Design/System/Construction/Assembly Usage Disclaimer Authorities Having Jurisdiction should be consulted In all cases as to the particular requirements covering the Installation and use of Certified products, equipment, system, devices, and materials. Authorities Having Jurisdiction should be consulted before construction. Fire resistance assemblies and products are developed by the design submitter and have been Investigated by UL for compliance with applicable requirements. The published Information cannot always address every constructlon nuance encountered in the field. When field Issues arise, It Is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consuit the general Guide Information for each product category and each group of assemblies. The Guide Information Includes specifics concerning alternate materials and alternate methods of construction. Only products which bear UL's Mark are considered Certified. BXUV - Fire Resistance Ratings - ANSI/UL 263 BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada See General Information for Fire -resistance Ratings - ANSI/UL 263 See General Information for Fire Resistance Ratings - CAN/ULC-5101 Certified for Canada Design No. U423 July 08, 2014 _- Bearing Wall Ratings — 45 min, 1, 1-1/2 or 2 Hr (See Items 5 & 7) • Indicates such products shall bear the UL or cULCertiflcation Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. . 2 I 1 5 Florida MaMadwedadldngOaupai BIF-1.. •,.'...,':..•-+•:" ...a.._.. d adopted Codes end MoWab a No. �a toth9Mo7ftcrbda AREMI one 1 -`�. -- WsidV - � 150 MPH (Vuh)- APPROVED BY Fire Ralbg or 5 Ed. Walls: 0 Fterr Na: MFT47ati61a15 Mow. Floor l.oed:' . .16h r 1. Floor==. rs-f ta€td�vn) arms a ca a rom min 0.0329 In., bare metal thickness (No. 20cte Ahat prov a awn rtum connection between steel studs and adjacent assemblies such as floors, ceilings and/or other waschea to fl_o_or and calling assemblies with steel fasteners spaced not greater than 241n. OC. SA. Floor and Calling Runners — (Not shown, As an alternate to Item 1, For Use With Item SA and SC) — Channel shaped runners min 3-1/2 In. deep with 1-1/4 In. flanges fabricated from min No. 20 MSG corroslan-protected steel. Attached to floor and calling assemblies with steel fasteners spaced not greater than 241n. OC. 2. Steel Studs — Min 0.0329 In., bare metal thickness (No. 20 MSG) corroslon-protected steel studs, min 3-1/2 In. �. wide, cold formed; designed In accordance with the current edition of the Specification for the Design of Cold -Formed Steel Structural Members by the American Iron and Steel Institute (AISI). All design details enhancing the structural Integrity of the wall assembly, Including the axial design load of the studs, shall be as specified by the steel stud designer and/or producer, and shall meet the requirements of all applicable local code agencies. The max stud spacing http//database.d.com/cgi-t inrAYVAemplateluSEXT/1FRAMMho6vpage.html?name=BXUV.U423&ckmhorffilla=Fire-resistance+Rdngs+-+ANS W L+283&o .. 115 11/19/2014 BXUV.U423- Fire -resistance Ratings - ANSVUL 263 shall not exceed 24 In. OC. Studs attached to floor and ceiling runners with 1/2 In. long Type S-12 steel screws on both sides of the studs or by welded or bolted connections designed in accordance with the AISI specifications. 2A. Steel Studs — (As an alternate to Item 2, For use with Item SA and 5C) Channel shaped, fabricated from min 20 MSG comoslon-protected or galy steel, 3-1/2 In. min width, min 1-1/2 In. flanges and 1/4 in. return, spaced a max of 16.In. OC. Studs friction -fit Into floor and ceiling runners. 2B. Steel Studs — (As an alternate to Item 2 and 2A, For Use With Item 5B) - Min 0.0329 In., (No. 20 MSG) corrosion -protected cold formed steel studs, min 3-1/2 1n. deep by 1-5/8 1n. wide with 1/2 in. returns. Braced at mid - height and designed in accordance with the current edition of the Specification for the Design of Cold -Formed Steel Structural Members by the American Iron and Steel Institute (AISI). All design details enhancing the structural Integrity of the wall assembly, including the axial design load of the studs, shall be as specified by the steel stud designer and/or producer, and shall meet the requirements of all applicable local code agencies. The max stud spacing shall not exceed 24 in. OC. Studs attached to floor and ceiling runners with 1/2 In. long Type 5-12 steel screws on both sides of the studs or by welded or bolted connections designed in accordance with the AISI specifications. 2C. Framing Members - Steel Studs — (As an alternate to Item 2, For use with Item 5C) Channel shaped, fabricated from min 20 MSG (0.0327 In. thick) mrroslon-protected or galv steel, 3-1/2 In. min width, min 1-1/2 In. flanges and 1/4 In. return, spaced a max of 16 In. OC. Studs friction -fit Into floor and ceiling runners. Studs to be cut 5/8 to 3/4 In. less than assembly height. 3. Lateral Support Members — (Not shown) — Where required for lateral support of studs, support shall be provided by means of steel straps, channels or other similar means as specified in the design of a particular steel stud wall system. 4. Wood Structural Panel Sheathing — (Optional, For use with Item 5 only.)- (Not Shown) - 4 ft wide, 7/16 in. thick oriented strand board (OSB) or 15/32 In. thick structural 1 sheathing (plywood) complying with DOC PSI or PS2, or APA Standard PRP-108, manufactured with exterior glue, applied horizontally or vertically to the steel studs. Vertical joints centered on studs, and staggered one stud space from wallboard joints. Attached to studs with flat -head self - drilling tapping screws with a min. head diam, of 0.292 in, at maximum 6 In. OC. In the perimeter and 12 In. OC. In the field. When used, fastener lengths for gypsum panels Increased by min. 1/2 in. The maximum loading on the steel studs was evaluated with the steel studs braced at mid-helght and not braced by the plywood sheathing. S. Gypsum Board* — Gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Vertical joints In adjacent layers (multilayer systems) staggered onestud cavity. Horizontal joints need not be backed by steel framing. Horizontal edge j II tIsg horl ntaI buttjoints on opposite sides of studs need not be staggered when load is reduced to 90 percent of e t d padty. When.load Is at 100 percent, horizontal edge joints and horizontal butt joints on opposite sides of u s ered a min of 121n. Horizontal edge joints and horizontal butt joints In adJacent layers (multilayer systems) a gr a min of 12 In. When used In widths other than 48 In., gypsum panels to be Installed horizontally. The e nd number of layers and percent of design load for the 45 min, 1 hr, 1-1/2 hr, and 2 hr ratings are as Wallboard Protection on Each Side of Wall Rating No. of Layers &Thkns of Panel *70 of Design Load 45 Mln 1 layer, 1/2 In. thick 100 1 hr 1 layer, 5/8 In, thick 100 1-1/2 hr 2 layers, 1/2 In. thick 100 2 hr 2 layers, 5/8 In, thick 80 2 hr@ 2 layers, 5/8 In, thick 100 2 hr 3 layers, 1/2 in. thick 100 2 hr 2 layers, 3/4 in. thick Lao when Batts and Blankets (Item 7) are used. CGC INC — 1/2 In. thick Type IP-X2, IPC-AR, C, WRC, or; 5/8 In. thick Type SCX, SHX, WRX, IP-X1, AR, C, IP-AR, IP-X2, IPC-AR, ULX, or WRC; 3/4 In. thick Types AR, IP-AR, IP-X3, ULTRACODE UNITED STATES GYPSUM CO — 1/2 In. thick Type C, IP-X2, IPC-AR, or WRC; 5/8 In. thick Type AR, C, FRX-G, IP- AR, IP-X1, IP-X2, IPC-AR, SCX, SGX, SHX, ULX, WRX, or WRC; 3/4 In. thick Types AR, IP-AR or IP-X3, ULTRACODE USG MEXICO S A DE C V — 1/2 In. thick Type C, IP-X2, IPC-AR, WRC; 518 In. thick Type AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, ULX, WRX. or WRC; 3/4 In. thick Types AR, IP-AR, IP-X3, ULTRACODE SA. Gypsum Board* — (As an alternate to Item 5 when used as the base layer on one or both sides of wall, For direct httpJldatabase.ul.comkgi-bin'XYVABmplatelUSEMNFRAMFIshowpage.html?name BXUV.U423&ccrshcrtUte=Fire-resistance+RaUngs+-+ANSWL+263&0... 216 11/19/2014 BXUV.U423- Fire•resistanos Rafings-ANSVUL 263 attachment only, not to be used with Item 4) - Nom S18 in. or 3/4 in. may be used as alternate to all 518 In, or 3/4 In. shown in Item 5, Wallboard Protection on Each Side of Wall table. Nom 5/8 In. or 3/4 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over 20 MSG steel studs and staggered min 1 stud cavity on opposite sides of studs. See Items SA, 2A 8, 8A(a). Wallboard secured to studs with 1- 1/4 in. long Type S-12 steel screws spaced 8 In. OC at perimeter and 12 in. OC in the field. To be used with Lead Batten Strips (see Item 12) or Lead Discs or Tabs (see Item 13). RAY -BAR ENGINEERING CORP — Type RB-LBG 513. Gypsum Board* — (As an alternate to Items 5 and SA,) - Nom 5/8 In. thick gypsum panels with square edges, applied horizontally or vertically. For thel hour single layer system -when the gypsum board panels are Installed horizontally the joints are to be staggered by a minimum of 12 In. on opposite sides of assembly, they are to be secured on each side of the studs with 1-1/4 in. long Type 5-12 bugle head steel screws spaced 8 in. OC to the top and bottom tracks and in the field with screws I In. and 4 In. from the horizontal joints. When the gypsum board panels are Installed vertically all vertical joints must be centered over studs and staggered min 1 stud cavity on opposite sides of studs. Gypsum board secured to studs with 1-1/4 In. long Type 5-12 steel screws spaced 8 In. OC to the top and bottom tracks and In the field with screws 1 In and 4 In. from the perimeter. For the 2 hour double layer system - when the gypsum board panels are Installed horizontally the joints need not be staggered on opposite sides of assembly. Base layer secured on each side of the studs with 1-1/4 in. long Type S-12 bugle head steel screws spaced 16 In. OC to the top and bottom track and In the field with screws beginning 1 In. and 8 in. from the horizontal joints. Face layer horizontal joints staggered 8 in from base layer joints and secured with 1-5/8 in. long Type 5-12 bugle head steel screws spaced 16 In. OC to the top and bottom tracks and In the field with screws beginning 1 In. and 8 In. from the horizontal joints. Face layer screws offset 8 In. from base layer screws. When the gypsum board panels are Installed vertically all vertical joints must be centered over studs and staggered min 1 stud cavity on opposite sides of studs. Face layer gypsum boards secured to studs with 1-1/4 in. long Type 5-12 steel screws spaced 16 in. OC with screws 2 In. and 16 In. from the perimeter. Base layer gypsum boards secured to studs with 1-1/4 in. long Type 5-12 steel screws spaced 16 In. OC with screws 1-1/2 In and 8 in. from the perimeter. Face layer screws offset 8 in, from base layer screws. UNITED STATES GYPSUM CO — 5/8 In. thick Type USGX (Joint tape and compound, Item 9, optional with Type USGX) 5C. Gypsum Board* — (As an alternate to Item 5 when used as the base layer on one or both sides of wall, For direct attachment only, not to be used with Item 4). Nominal 5/8 In. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1-1/4 In. long Type 5-12 (or #6 by 1.1/4 In. long bugle head fine driller) steel screws spaced 8 In. OC at perimeter and 12 In. OC In the field. NEW ENGLAND LEAD BURNING CO INC, DBA NELCO — Nelco 5D. Gypsum Board* — (As an alternate to Item 5 when used as the base layer on one or both sides of wall, For direct attachment only, not to be used with Item 4) - Nom 5/8 or 314 in. may be used as alternate to all 5/8 or 3/4 in. shown ir I ei 1 5, Wallboard Protection on Each Side of Wall table. Nom 5/8 or 3/4 In. thick lead backed gypsum panels with b v 41 d, square or tapered edges, applied vertically. Vertical joints centered over 20 MSG steel studs and staggered min 1 st ic cavity on opposite sides of studs. See Items LA, 2A 8, 8A(a). Wallboard secured to studs with 1-1/4 In. long T p -12 steel screws spaced 8 in. OC at perimeter and 12 In.. OC in the field. To be used with Lead Batten Strips m ( e e em 12A) or Lead Discs (see Item 13A). c0 INDUSTRIES INC — Type X-Ray Shielded Gypsum 5 . .psum Board* — (As an alternate to Item 5 when used as the base layer on one or both sides of wall, For direct a t., cl ment only, not to be used with Item 4). Nom 5/8 In. may be used as alternate to all 5/8. shown In Item 5, Wal b and Protection on Each Side of Wall table. Nom 5/8 or 3/4 in. thick lead backed gypsum panels with beveled, s ju or tapered edges, applied vertically. Vertical joints centered over 20 MSG steel studs and staggered min 1 stud ayity on opposite sides of studs. See Items SA, 2A 8, 8A(a). Wallboard secured to studs with 1-1/4 In. long Type 5-12 e , b �t screws spaced 8 In. OC at perimeter and 12 In. OC In the field.. Lead batten strips required behind vertical joints W d backed gypsum wallboard and optional at remaining stud locations. Lead batten strips, min 2 In. wide, max 8 ft ffi WE a max thickness of 0.14 in. placed on the face of studs and attached to the stud with construction adhesive 0 1 in. long Type 5-12 pan Y ad steel screws, one at the top of the strip and one at the bottom of the strip. discs, nominal 3 8 In. dlam 6 max 0.085 in. thick. Compression fitted or adhered over the screw heads. Lead batten strips and discs to have a purity of 99.9% meeting the Federal specificatlon QQ-L-201f, Grade "C". NATION PROTECTION PRODUCTS INC — Type RPP - Lead Lined Drywall � m z 19 $ (%4 steners — (Not shown) — For use with Item 5 - Type 5-12 steel screws used to attach panels to runners (Item 1 0) and studs (Item 2 or 2A) or furring channels (Item 8). Single layer systems: 1 In. long for 1/2 and 5/8 In. panels or 1-1/4 In. long for 3/41n. thick panels, spaced 81n. OC when panels are applied horizontally, or 12 In. hen panels are applied vertically. Two layer systems: First layer- 1 in. long for 1/2 and 518 in. thick panels or In. long for 3/4 In. thick panels, spaced 16 In. OC. Second layer- 1-5/8 In. long for 1/2 in, and 5/8 in, thick 1 - panels or 2-1/4 in. long for 3/4 In. thick panels, spaced 16 In. OC with screws offset 8 In. from first layer. Three -layer systems: First layer- 1 in. long for 112 In. thick panels, spaced 24 In. OC. Second layer- 1-5/8 in. long for 1/2 In. thick panels, spaced 24 In. OC. Third layerry 2-1/4 In. long for 1/2 in. thick panels, spaced 12 in. OC. Screws offset min 6 In. from layer below. 7. Batts and Blankets* — (Required as Indicated under Item 5) — Nom 2 In, thick mineral wool batts, friction fitted hdpY/database.U.com/cgi-binXW/templateNSIXf/IFRAMElshowpage.html?name=BXUV.U423&ccnshorWde=Fire-resistance+Radngs+-+ANS W L+283&o... 315 11/19014 BXU V.U423- Fire -resistance Ratings - ANSWUL 263 between studs and runners. See Batts and Blankets (BKNV or BZIZ) Categories for names of Classified companies 7A. Batts and Blankets* — (Optional, not shown) — Placed In stud cavities, any glass fiber or mineral wool insulation bearing the UL ClassiFlcatlon Marking as to Surface Burning Characteristics and/or Fire Resistance. See Batts and Blankets (BKNV or BZIZ) Categories for names of Classified companies. 7B. Batts and Blankets* — (Optional, not shown) — Placed In stud cavities, glass fiber Insulation bearing the UL Classification Marking as to Surface Burning Characteristics and/or Fire Resistance. OWENS CORNING — Type QuletZone Acoustic Batts 7C. Fiber, Sprayed* — (optional) As an alternate to Batts and Blankets (Item 7) - Not for use with Items 8A or 8B) — Spray applied mineral wool Insulation. The fiber Is applied with water to completely fill the endosed cavity In accordance with the application Instructions supplied with the product. See Fiber, Sprayed (CCAZ). AMERROCK PRODUCTS L P — Type Rockwool 8. Furring Channels — (Optional on one or both sides, not shown, for single or double layer systems) — Resilient furring channels fabricated from min 25 MSG corrosion -protected steel, spaced vertically a max of 24 In. OC. Flange portion attached to each Intersecting stud with 1/2 In. long Type 5-12 panhead steel screws. Not for use with type FRX- G gypsum panels and Item SA or SC. 8A. Steel Framing Members (Not Shown)* — (Optional on one or both sides, not shown, for single or double layer systems) — As an alternate to Item 8, furring channels and Steel Framing Members as described below: a. Furring Channels— Formed of No. 25 MSG galv steel. 2-9/16 in. or 2-23/32 In. wide by ' 7/8 In. deep, spaced max. 24 In. OC perpendicular to studs. Channels secured to studs as described In Item b. Gypsum board attached to furring channels as described In Item 6. Not for use with type FRX-G gypsum panels and Item SA or SC. b. Steel Framing Members* — Used to attach furring channels (Item 8a) to studs (Item 2). Clips spaced max. 48 In. OC., and seared to studs with No. 8 x 1-1/2 In. minimum self -drilling, 5-12 steel screw through the center grommet. Furring channels are friction fitted Into dips. m ^ RSIC-1 clip for use with 2-9/16 In. wide furring channels. RSIC-1 (2.75) dip for use with 2- p 23132 In. wide furring channels. PAC INTERNATIONAL INC — Types RSIC-1, RSIC-1 (2.75). t el Framing Members — (Not Shown)* — (Optional on one or both sides, not shown, for single or double layer y t ) — As an alternate to Item 8, furring channels and Steel Framing Members as described below: a. Furring Channels — Formed of No. 25 MSG galv steel. 2-3/8 in, wide by 7/8 in, deep, $ tt spaced max. 24 In. OC perpendicular to studs. Channels secured to studs as described In Item b. Gypsum board attached to furring channels as descd bed in Item 6. Not for use with type FRX-G $ a�g gypsum panels and Item SA or SC. ggg �A9p " b. Steel Framing Members* — Used to attach furring channels to studs (Item 2). Clips spaced max. 48 in. OC., and secured to studs with No. 8 x 1-1/2 In. minimum self -drilling, 5-12 steel U screw through the center grommet. Furring channels are'frictlon fitted Into clips. m PLIfEQ INC — Type GENIECLIP g 9 int Tape and Compound — Vinyl or caseln, dry or premixed joint compound applied in two coats to joints and y g heads of outer layers. Paper tape, nom 2 in. wide, embedded In first layer of compound over all joints of outer F rs. Paper tape and joint compound may be omitted when gypsum boards are supplied with square edges. 10.-Siding, Brick or Stucco — (Optional, not shown) — Aluminum, vinyl or steel siding, brick veneer or stucco, meeting the requirements of local code agencies. Brick veneer attached to studs with corrugated metal wall ties attached to each stud with steel screws, not more than each sixth course of brick. 11. Caulking and Sealants* — (Optional, not shown) — A bead of acoustical sealant applied around the partition perimeter for sound control. UNITED STATES GYPSUM CO — Type AS 12. lead Batten Strips — (Not Shown, For Use With Item 5A) - Lead batten strips, min 1-1/2 in. wide, max 10 ft long with a max thickness of 0.125 In. Strips placed on the Interior face of studs and attached from the exterior face of the stud with two 1 In. long Type 5-12 pan head steel screws, one at the top of the strip and one at the bottom of the strip. Lead batten strips to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". Lead batten strips required behind vertical joints of lead backed gypsum wallboard (Item SA) and optional at remaining stud locations. Required behind vertical joints. 12A. Lead Batten Strips — (Not Shown, for use with Item SO) Lead batten strips, 2 in. wide, max 10 ft long with a max thickness of 0.140 In. Strips placed on the face of studs and attached to the stud with two min. 1 In. long min. Type S-8 pan head steel screws, one at the top of the strip and one at the bottom of the strip or with one min. 1 In. long min. Type S-8 pan head steel screw at the top of the strip. Lead batten strips to have a purity of 99.5% meeting httpJldatabase.ul.com/Cgi-binrCYVIt mplatelUSEXr/lFRAME(shmpagahtml?name B)(UV.U423&ccnshortHUe Fire•resistance+Ratings+-+ANSWL+2&1&o... 415 11/19MO14 BXUV.U423- Fire -resistance Ratings - ANSVUL 263 the Federal specification QQ-L-201f, Grades "B, C or D". Lead batten strips required behind vertical joints of lead backed gypsum wallboard (Item 6) and optional at remaining stud locations. 13. Lead Discs or Tabs — (Not Shown, For Use With Item SA) - Used In lieu of or In addition to the lead batten strips (Item 12) or optional at other locations - Max 3/4 In. dlam by max 0.125 In. thick lead discs compression fitted or . adhered over steel screw heads or max 1/2 In. by 1-1/4 in. by max 0.125 In. thick lead tabs placed on gypsum boards (Item SA) underneath screw locations prior to the Installation of the screws. Lead discs or tabs to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". 13A. Lead Discs — (Not Shown, for use with Item SO) Max 5/16 in. dlam by max D.140 in. thick lead discs compression fitted or adhered over steel screw heads. Lead discs to have a purity of 99.5% meeting the Federal Specification QQ-L-201f, Grades "B, C or D". 14. Lead Batten Strips — (Not Shown, For Use With Item SC) Lead batten strips, 21n. wide, max 30 ft long with a max thickness of 0.142 In. Strips placed on the face of studs and attached to the stud with two min. 1 In. long min. Type S-8 pan head steel screws, one at the top of the strip and one at the bottom of the strip or with one min. 1 in. long min. Type S-8 pan head steel screw at the top of the strip. Lead batten strips to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". Lead batten strips required behind vertical joints of lead backed gypsum wallboard (Item SC) and optional at remaining stud locations. 15. Lead Tabs — (Not Shown, For Use With Item SC) 2 In. wide, 5 In. long with a max thickness of 0.142 in. Tabs friction -fit around front face of stud, the stud folded back flange, and the back face of the stud. Tabs required at each location where a screw (that secures the gypsum boards, Item SC) will penetrate the steel stud. Lead tabs to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". Lead tabs may be held in place with standard adhesive tape If necessary. * Indicates such products shall bear She UL or cUL Certlflcatlon Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Last Undated on 2014-07-08 Ouestlons? Print this Dace Terms of Use Page Top © 2014 UL LLC When the UL Leaf Mark Is on the product, or when the word "Environment" Is Included In the UL Mark, please search the UL Environment database for additional Information regarding this product's certification. The appearance of a company's name or product In this database does not In Itself assure that products so Identified have been manufactured , tder UUs Follow -Up Service. Only those products bearing the UL Mark should be considered to be Certified and covered under UL's Follow -Up `,ervlce. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Assemblies, Constructions, Designs, Systems, and/or Certifications (files) must be presented In their entirety and In a non - misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from UL" must appear adjacent to the extracted material. In addition, the reprinted material must Include a copyright notice in the following format: "© 2014 UL LLC". Thesepdrde mmptywM the Cont. Type: Flodda MamdacWMd Bullding Compamy.. Act and adopted Codea end Atowahle No. adhere to th fallowtg clteda of Floors: _ Wntl Vebdty: _ APPROVED By PUe Raft or yB B/F-f one r1 150 MPH(Wh) N rim. U. Wak Plan No.: AAow Fll Date: Approval bffie: Man facWmr: B NRT476&91916 150OOOO 2 12/16/T01014 Engineered FRO, inn. httplldatabme.U.can/cgl-bin%WitemplatelUSEXT/1 FRAM EJshowpage.html?name=BXU V.U423&ccnshortUUe=Fire•resistance+Ratngs+-+ANSVU L+263&o... 5/5 Bard 1WCL 1W Project Name: N. Hutchinson Island, FIL Cooling Info Heating Info heat gain from wall 972 heat loss from walls 1,350 heat gain from ceiling 334 heat loss from ceiling 464 heat gain from floor 334 heat loss from floors 464 total building gain 1,641 total building loss 2,279 (light and eqp gains not heat from equipment 51,000 used for heat talcs) heat from lighting 1,092 heat loss from Ventilation 48,600 heat from ventilation 34,992 total vent loss 48,600 total equipment gain 87,084 heating load 50,879 Sensible Cooling Load 88,725 Shelter Cooling Load 106,470 Suggested A/C unit size use multiple units Suggested Heating in KW's 14.91 (see Note below) Note: Suggested Bard units are based on 95 degrees outside temperature. if you are designing for higher outside temperature, consult the product specification sheets and use application data at the outdoor design temperature for accurate sizing qq\t\\,• C 14 1R •rr!! 14 � ;•yam Mmsepdmseemplyw Oat cost. Type; VB Fbdda Manufactured euldnO Company. BIF•1 Art and adopted Codes and AOmablo No. a0eretothe fatwnngoneda: ofFloore: onenl . Weal VelodV. 150 MPH Md0 APPROVED BY Fite Raft of Fed. Wah. 0 Plan No.: MFi476&e1815 A�N�, Mow.FloorLoad: 160 oe/ _ mtu(e ` re FseNeared Fluld. Ine ALPINE mmvcx" Truss Design Index.She& Project Identification Work Order Name: EFI191815-N. HurCHINSON IS,FL Address: WO:52539 CUST:CENTRALIA HOME CENTER City/county: Truss Desi n Engineer Truss Manufacture Information Name:Bmdley E. Mams Name: Harrisburg Truss -Company (E ) Address 1:1822 Barton St Address:2820 N. Great Southwest Pkwy. City/State:Gmnd Prairie, Texas 75050 Address 2: License No.:Flodda5848B;COANa278 tf�` City/State: Harrisburg, IL62846-3893 �dj •. Y.z eS1 n In ormation ]ob Load:30 TCLL 10 TCDL 0 BCLL 10 BCDL psf Wind Load:150 •', .` + j "•' mph Spec^ ASCE 7-10 Bid Type: Essential •,:• ^? j„- acgNes Exposure C, Not Endosed Snow Load:Seelndividuai Design Dravrings Bldg ��:? "'• �' e �;� Code: Florida Code 2010=Commerdal 10. 7 Dsgn Code:ANSIFrPI 1-2007 tq' Software:TrusPlusT6.5.19 `s,,.<-•� -� t.. F.7, Structural En ineer of Recor�.,. No Structural Engineer of Record 11/1712014 1 hereby verify that this doc unentwas prepared by me orum,er 7USWa1 ID: T474118.J501533 my direotsuperviston and that I am a duly Licensed Professional Engineer.Thlsdo ontlsnolongerva0difanymodlficationsam made to IL Table of Contents Pag Design Label Pag Design Label Pag Design Label ag Design Label Pag Design Label 1 Scope of Work 2 Details List 3 A 4 I A, 5 1 A2 6 . A3 L8 1 9 1 AB 10 1 A7 Pagel • FLORIDAADMINISTRATIVE CODE 61G15-31.003 section 5 prints Comply the ForiaaMenufardrrmd Building Coast T. ype Oawpenry: Act end adopted Codes and Aibwade No. BVB ed8emmthe foVoayrg UrReft ofFbom: . APPROVED aV Wmd Vef Fire Re" fof One M) t50 �H rw51 MNC. EM. Wails: Plan No.: Alm.. RoorLoact D f4FT47&4g,81fi ApmW� Marwfacluren ,boa/ — ,&,fi 2e,4 EnBinemed Flufd ew. ALPINE N-1 glYlUIVIV Engineering eJob 11 /17/2014 Truss Engineer Design Responsibilities The engineer's signature on this design certifies that the individual component depicted, if built with the materials and to the placements and tolerances specified, will bear the loads shown on the drawing. Users of the component are responsible for -determining that any as -built component conforms to the design. The loading and dimensions specified have been provided by others and have not been verified by the signing engineer. The building designer is responsible for determining that the dimensions and loads for each component match those required by the plans and by the actual use of the individual. component, The building designer is responsible for ascertaining that the loads shown on the designs meet or exceed applicable building code requirements and any additional factors required in the particular application. The engineer's seal on the attached component designs indicates acceptance of professional engineering responsibility solely for the design of the individual component assuming that the loading and dimensionrequirements areas represented to the engineer. The suitability and use of this component for any particular building is the responsibility of the building designer in accordance with ANSI/TPI 1 Chapter 2. The engineer certifying this component is not responsible for anything. Beyond the specific scope of work set forth *above, including but not limited to, the loading factors used in the design of the component, the dimensions of the component, the transfer of lateral loads from the roof and/or forward to the shear walls down to the foundation, connection of the components to the bearing support, the design of the bearing supports, the design and connection to the shear walls, the. design of temporary or permanent building bracing required in the roof and/or floor systems, transfer of vertical loads down to the foundation, the design of the foundation or analysis in connection with the roof and/or floor diaphragms of the building. This is a high quality facsimile of the original engineering document. A wet or embossed seal copy of this engineering document is available upon request. Alpine, a division of ITW Building Components Group Inc. 2820 N. Great Southwest Pkwy. Grand Prairie, TX 75050 800-521-9790 The"la tsoomplYwNhere . ConsL Type: yB Florida Manufactumd Bulldln(j Occupancy: BIF1 Act and adopted Codes and Allowable No. adhere to the PogwMg afteda: of Floors: _I One (1) Y1Md VeIodty: _ 150 MPH Nuh) APPROVED BY Fn Ra0ng or E& Wells: 0 ' Plan No.: MFWOM1818 NM Allow. Floor Lead:_ 150 psf n'^ INC. l �' d ina16deManuraaumn EngineeredeFNf, lnm