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HomeMy WebLinkAboutProduct Approval (4) Florida Building Code Online — He CGPpy 1 of 2 N ` { $.,. .,?�T.:+ •?Cx� ,'�:.�,t� W BCIS Home j Login s User Registration Hot Topics Submit Surcharge i Stats&Facts i Publications i FBC Staff BCIS Site Map Links Search Product�' � # �useR:PubiiAuproval bd'. bor Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL17588 Application Type New Code Version 2014 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived ❑ Product Manufacturer Flood Solutions, LLC Address/Phone/Email 1 Industrial Park Dr. Bldg.27 Pelham,NH 03076 (603) 595-5222 info@floodsolutions.com Authorized Signature Lori Malitsky info@floodsolutions.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Wall Louver Compliance Method Evaluation Report from a Product Evaluation Entity Evaluation Entity ICC Evaluation Service, LLC Quality Assurance Entity ICC Evaluation Service Quality Assurance Contract Expiration Date 03/31/2018 Validated By ICC Evaluation Service, LLC. Certificate of Independence FL17588 R0 COI Certificate of Independence for Evaluation.odf Referenced Standard and Year(of Standard) Equivalence of Product Standards Certified By Sections from the Code 1612.5 Product Approval Method Method 2 Option A Date Submitted 03/27/2015 r http://www.floridabuilding.org/pr/Pr_app_dtl.a spx?param=wGEVXQWtDqvYdq2pQ%2fX... 4/10/2017 Florida Building Code Online _ Page 2 of 2 Date Validated 04/23/2015 Date Pending FBC Approval Date Approved 04/25/2015 Summary of Products FL# Model, Number or Name' Description 17588.1 FS FS-1412,FS-1608, FS-1616,FS-1608-HEX Limits of Use Installation Instructions Approved for use in HVHZ: No FL17588 RO II FS and FS HEX installation instructions.Ddf Approved for use outside HVHZ: No Verified By: ICC Evaluation Service, LLC Impact Resistant: No Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: FL17588 RO AE ICC Reoort.Ddf 17588.2 FS FS-1412,FS-1608, FS-1616,FS-1608-HEX Limits of Use Installation Instructions Approved for use in HVHZ: No FL17588 RO II FS and FS HEX installation instructions.Ddf Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC Impact Resistant: No Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: FL17588 RO AE ICC Reoort.Ddf Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395."Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: L Credit hard' Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgvYdg2p Q%2fX... 4/10/2017 h INSTALLATION INSTRUCTIONS MODELS:, fS AND .FS-HEX ICC-ES CERTIFIED\- ENGINEERED • FEMA -COMPLIAN.T__FLOOD .VENTS------ What you'll need: -1"Concrete/wood/metal.screws which is,dependent on what type of wall you will be fastening into' -1"Anchors for concrete wall installation -Power Drill -1/4"Masonry Bit or 1/4"wood drill bit(dependent on what type of wall you will be fastening into) -Screwdriver -Hammer. -Level -Exterior Caulking -Flashing,if needed,for an opening with a cavity in the wall(optional) µ_ INSTRUCTIONS: ***NOTE: BE SURE THAT BOTTOM OF OPENING IS LESS THAN 12"ABOVE THE ADJACENT GRADE.*** Step l:PROVIDE A CLEAN,SQUARE AND LEVEL ROUGH OPENING 'Stea 2:APPLY FLASHING AROUND THE INTERIOR OF THE WALL OPENING IF THERE IS A CAVITY IN THE WALL(optional)\ Step 3:LAYOUT THE VENT SO THE OPEN AREAS OF THE VENT HAVE A CLEAR OPENING BEHIND THEM. -St_ ep:MAKE SURE VENT.IS LEVEL Step 5:MARK HOLES ON WALL AND THEN.REMOVE VENT FROM OPENING FOR-CONCRETE WALLS:Use Concrete Screws and Anchors FOLLOW STEPS 1-5 ABOVE Step S:DRILLHOLES 1-1/4"DEEP INTO CONCRETE/BLOCK WALL. Step.6:FULLY INSERTANCHORS INTO WALL,TAPPING ANCHORS INTO PLACE,USING A HAMMER MAKINGSURE •ANCHORS,ARE FLUSH TO THE WALL Step&REPLACE VENT INTO OPENING Step 9:SECURE ALL SCREWS THROUGH HOLES INVENT INTO ANCHORS SET IN WALL Step 10:,CAULK AROUND PERIMETER OF VENT TO HELP PREVENT WATER FROM SEEPING BEHIND THE FLANGE FRAME' FOR WOOD WALLS:Use Wood Screws -FOLWWSTEPS 1-5 ABOVE Stea 5:DRILL,HOLES 1/2"DEEP INTO THE WOOD WALL Step 6:REPLACE VENT OVER THEOPENING Step 7:SECURE ALL SCREWS THROUGH HOLES IN VENT INTO THE WOOD WALL : Step 8:CAULKAROUND PERIMETER OF VENT.TO HELP PREVENT WATER FROM SEEPING BEHIND THE FRAME FOR INSTALLATION INTO DOORS: FOLLOW STEPS 1-5 ABOVE . Step 5:IF.THE'DOOR IS NOT A SOLID DOOR,USE ALUMINUM FLASHING AROUND THE PERIMETER OF THE,HOLE Step.6:DRIVE•WOOD OR METAL SCREWS THROUGH_PREDRILLED HOLES.IN_V,ENTS-INTO-WOOD-FRAMING-- ---- -- - - -Sten.7:CAULK AROUND PERIMETER OF VENT TO HELP PREVENT WATER FROM SEEPING BEHIND THE_FLANGE FRAME' FLOOD SOLUTIONS,-:LLC. r One Industrial Park Drive +1► , , Bldg. 27 Pelham NH,03076 Toll Free:1-800-325-9775 `- In NH:'603-595-'5222 l Fax:.603-595-4778 www.floodsolutions.com a info@floodsolutio ns.com �i EVALUATION o e ' ' e e e e ' e C . SERVICE" Repb r , E S t • • : �� .. i � Min DIVISION: 08 00 00—OPENINGS SECTION:08 95 43—VENTS/FOUNDATION FLOOD VENTS REPORT HOLDER: FLOOD SOLUTIONS, LLC ONE INDUSTRIAL PARK DRIVE, BUILDING 27 PELHAM, NEW HAMPSHIRE 03076 EVALUATION'SUBJECT: STATIC FLOOD VENTS 7 ICC ICC. ICC H C 3 :` ., Pm LISTED Look for the trusted marks of Conformity! "2024 Recipient of Prestigious Western States Seismic Policy Council lNTRNAI#RM i (WSSPC)Award in Excellence" A Subsidiary of coaE.auluie - - SCCAur.drted � ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not C8-0J j specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a C t recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as _ n i to any finding or'other matter in this report, or as to any product covered by the report. KIWZT,'r mm Ate + a Copyright© 2015 t INSTALLATION, .INSTRUCTIONS M O.D E LS:- FS AND FS-HEX ICC-ES CERTIFIED -:ENGINEERED FEMA COMPLIANT FLOOD VENTS What you'll need: -1"Concrete/wood/metal screws which is dependent on what type of wall you will be fastening into -1"Anchors for concrete will installation -Power Drill -1/4"Masonry Bit or 1/4"wood drill bit(dependent on what type of wall you.will be fastening into) -Screwdriver -Hammer -Level Exterior Caulking -Flashing,if needed,for an opening with a cavity in the wall(optional) INSTRUCTIONS: ***NOTE: BE SURE THAT BOTTOM OF OPENING IS LESS THAN 12"ABOVE THE ADJACENT GRADE.*** Step 1:PROVIDE A CLEAN,SQUARE-AND LEVEL ROUGH OPENING - Step 2-.APPLY FLASHING AROUND THE INTERIOR OF THE WALL OPENING IF THERE IS A CAVITY IN THE WALL(optional) Step 3:LAYOUTTHEVENT SO THE OPEN AREAS OF THE VENT HAVE A CLEAR OPENING BEHIND THEM. Step 4:MAKE SURE VENT IS LEVEL Step 5:MARK HOLES ON WALL AND THEN,REMOVE'VENT,FROM.OPENING FOR CONCRETE WALLS: Use Concrete Screws and Anchors FOLLOW STEPS 1-5 ABOVE Step 5:DRILL HOLES 1-1/4"DEEP INTO CONCRETE/BLOCK WALL-. Step 6:FULLY INSERT ANCHORS INTO WALL•,•TAPPING ANCHORS INTO PLACE USING A HAMMER MAKING SURE , ANCHORS ARE FLUSH TO THE WALL Step 8:REPLACE VENT INTO OPENING Step 9:SECURE-ALL SCREWS THROUGH HOLES IN VENT INTO ANCHORS SET IN WALL _ Step 10:CAULK AROUND PERIMETER OF VENTTO HELP PREVENT WATER FROM SEEPING BEHIND THE FLANGE FRAME FOR•WOOD WALLS: Use Wood Screws FOLLOW STEPS 1-5 ABOVE_ Step 5:DRILCHOLES 1/2" DEEP INTO THE WOOD WALL ; Step 6:REPLACE VENT OVER THEOPENING Step 7:.SECURE ALL SCREWS THROUGH HOLES INVENT INTO THE WOOD WALL Step 8:CAULK AROUND PERIMETER OF VENTTO HELP PREVENT WATER FROM SEEPING BEHIND THETRAME FOR INSTALLATION INTO DOORS: ' FOLLOW STEPS 1-5 ABOVE Step 5:IF THE DOOR IS NOT SOLID,DOOR,USE ALUMINUM'FLASHING'AROUND THE PERIMETER OF THE'HOLE Step 6: DRIVE WOOD OR METAL SCREWS THROUGH PREDRILLED HOLES INVENTS INTO WOOD FRAMING .Step 7:CAULK AROUND PERIMETER OF VENT TO HELP.PREVENTWATER FROM-SEEPING BEHIND THE FLANGE FRAME FLOOD SOLUTIONS,.LLC. One Industrial Park Drive * Bldg.'27 Pelham NH, 03076 Toll free: 1-800-325-9775 In NH: 603-595-5222 Fax:-603-595-4778 www.floodsolutions.com info@floodsolutio ns.com e ICC EVALUATION Atzn�7 SERVICE Most Widely.Accepted and Trusted ICC-ES Evaluation Report ESR-3760 FBC Supplement Issued March 2015. This report is subject to renewal March 2016. www-icc-es.ora 1.(800)423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council e DIVISION: 08 00 00—OPENINGS Section: 08.95 43=Vents/Foundation Flood Vents REPORT HOLDER: FLOOD SOLUTIONS,LLC ONE INDUSTRIAL PARK DRIVE BUILDING 27 PELHAM,NEW HAMPSHIRE 03076 (800)325-9775 www.floodsolutions.com info(a)floodsolutions.corri EVALUATION SUBJECT: . STATIC FLOOD VENTS 1.0 REPORT PURPOSE AND SCOPE - Purpose: The purpose of this evaluation report supplement is to'indicate that Flood Solutions' flood vents, recognized in ICC-ES master evaluation report ESR-3760, have also been evaluated for compliance with the codes noted below: , Applicable code editions: ■ 2014 Florida Building Code—Building(FBC) ■ 2010 Florida Building Code—Building(FBC) iiii 2014 Florida Building Code—Residential(FRC) ■ 2010 Florida Building Code—Residential(FRC) 2.0 CONCLUSIONS The Flood Solutions flood vents, described in Sections 2.0 through 7.0 of the master evaluation report ESR-3760, comply with the FBC and the FRC,.provided the design and installation-are in accordance with the International Building Code (IBC)provisions noted-in the master report. Use of the,Flood Solutions' flood vents has also been found to be in compliance with the High-Velocity'Hurricane Zone provisions of the FBC'and the FRC for structures not subject to 2010 FBC Section 2326.1 or 201.0 FRC 4409.13.3.1, as applicable. For products falling under Florida Rule 9N-3, verification that the report holders quality assurance program is audited by a quality assurance entity approved by the Florida Building Commission for the type of inspections being conducted is the responsibility of an approved validation entity.(or the code official'when the report holder does not possess an approval by the Commission). This supplement expires concurrently with the master report, issued March 2015. ICC-ES Evaluation Reports.are not to be construed as representing aesthetics or any other attributes not specifically addresser,nor are they to be construed N" as an endorsement of the subject of the report or a recounnendation for its use.There is no warranty by ICC Evaluation Service,LLC,express or implied,as to any finding o•other matter in this,report,or as to any product covered by the report. 6"0i 1 Copyright©2015 Page 1 of 1 G G g -ee • s 1 W s DIVISION: 08 00 00—OPENINGS SECTION: 08 95'43—VENTS/FOUNDATION FLOOD VENTS REPORT HOLDER: FLOOD SOLUTIONS, LLG ONE INDUSTRIAL PARK DRIVE, BUILDING 27 PELHAM, NEW HAMPSHIRE 03076 _ EVALUATION SUBJECT: STATIC FLOOD VENTS q ICG ICG Me... .PNiG. LISTEa Look for-the trusted marks of.Conformity! '=M "2014.Recipient of Prestigious Western States Seismic Policy Council r..nrs (WSSPCJ Award in Excellence" A Subsidiary of 6oU NADj E ICC=ES Evaluation Reports are not fo be construed as representing aesthetics..or any other attributes not specifically-addressed, nor are they to be construed as an endorsement of the subject of the report or a \\ recommendation for its use. There is no warranty by ICG Evaluation Service, LLC express or implied, as ,uzssaacieacim�nyr�c+ ocrs to any finding or other matter in this report, or as to any product covered by the report. Copyright© 2015 EVALUATION Most Widely Accepted and Trusted IMES Evaluation Report ESR-3760 Issued March 2015 This report is subject to renewal March 201.6. www.icc-es.org 1 (800)423-6587 1 (562) 699-0643 A Subsidiary of the International Code Council e DIVISION:08 00 00—OPENINGS for net free area for under-floor ventilation provided by Section:08 95 43—Vents/Foundation Flood Vents each of Flood Solutions'static flood vents. 4.0 DESIGN AND INSTALLATION REPORT HOLDER: The Flood Solutions static flood vents are designed to be FLOOD SOLUTIONS,LLC installed into walls or doors of existing or new construction ONE INDUSTRIAL.PARK DRIVE from the exterior side. Installation of the vents must be in BUILDING 27 accordance with the manufacturers instructions, the PELHAM,NEW HAMPSHIRE 03076 applicable code and this report. In order to comply with the (800)325-9775 engineered opening design principle noted in Section www.floodsolutions.com 2.6.2,2 of ASCE/SEI 24, the vents must be installed as info(@floodsolutions.com follows: • With a minimum of-two opening on different sides of EVALUATION SUBJECT: each enclosed area. STATIC FLOOD VENTS With a minimum of one vent for'the square footage of enclosed area noted in Table 1. 1.0. EVALUATION SCOPE Below the base flood elevation. Compliance with the following codes: With the bottom of the vent located a maximum of 12 inches(305 mm)above grade. ■ 2015,2012 and 2009 International Building Code® 6.0 CONDITIONS OF USE ■ 2015,2012 and 2009 International Residential Code® The static flood vents described in this report comply with, Property evaluated: or are a suitable alternative to what is specified in, those Water flow codes listed in Section 1.0 of this report, subject to the following conditions: ! 2.0 USES 5.1 The static flood vents must be installed in accordance Flood Solutions' static flood vents are used to provide for - with this report, the applicable code and the the equalization of hydrostatic flood forces on exterior manufacturers installation instructions'In the event of walls. a conflict,the instructions in'this report govern. 3.0 DESCRIPTION 6.2 The static flood vents must not be used in the place of 3.1 General "breakaway walls"'in coastal.high hazard areas, but Flood Solutions' static flood vents are engineered,' are permitted for use in conjunction with.breakaway walls in other areas. permanently open flood vents with no moving parts that 6.0 EVIDENCE SUBMITTED automatically allow flood waters to enter and exit enclosed areas. The vents are constructed of aluminum 'and 6.1 Manufacturers descriptive literature and installation available in four models. See Table 1 for model instructions: designations and sizes. See Figure 1 for illustrations of the 6.2 Detail drawings. flood vents. 6.3, Engineering calculations in accordance with 3.2 Engineered Opening: ASCE/SEI 24._ The Flood Solutions static flood vents comply with the 6.4 Quality documentation in accordance with the ICC-ES design principle noted in Section 2.6.2.2 of ASCE/SEI 24 Acceptance Criteria. for Quality—Documentation for a rate of rise and fall of 5 feet'per hour(0.423 mm/s).In (AC10), dated June 2014. order to comply with the engineered opening requirement 7.0 IDENTIFICATION of ASCE/SEI 24, the static flood vents must be installed in accordance with Section 4.0 of this report. The Flood Solutions static flood vents recognized in this . report must be identified by 'a label 'bearing the 3.3 Ventilation: manufacturer's name(Flood Solutions),,the model number, Flood Solutions' static flood vents may be used to supply and the evaluation report number(ESR-3760). natural ventilation for under-floor ventilation. See Table 1 ]CC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addresser,,nor are they to be consinted as an endorsement oflhe subject of the report or a reconnnendation for its use.There is no warranty by]CC Evaluation Service,LLC,express or implied,as to any finding or ather matter in this report,or as to any product covered by the report Copyright 0 2015 Page 1 of 2 ESR-3760 Most Widely Accepted and Trusted Page 2 of 2 TABLE 1—FLOOD SOLUTIONS STATIC FLOOD VENTS ROUGH OPENING VENT SIZE ENCLOSED � SIZE NET FREE AREA MODEL (Width x Height) (Width x Height) AREA COVERAGE (ins) (in) in (ft) FS-1608 18%x 10% 16 x 8 97 80.7 FS-1616 18%x 18'/2 16 x 16 191 158.2 : FS-1412 17 x 14% 14'/2 x 12 129 106.7 FS--1608-Hex 18'/2 x 10'/2 16 x 8 110 91.4 For SI: 1 inch=25.4 mm;1 ft=304.8 mm 'Available for use as under-floor ventilation. fl tS tt a 7 s s� } FS-1412 FS-1608 y €t {d ) } {r 11 ' � f FS-1616 FS-1608-HEX FIGURE 1—FLOOD.SOLUTIONS STATIC FLOOD VENTS File Co'py Architectural Testing MIAMI-DADE COUNTY } PERFORMANCE TEST REPORT Rendered to: TUFF SHED,INC. SERIES/MODEL: Premier and Sundance PRODUCT TYPE: Side-Hinged Wood Double Shed Doors(Outswing) This report contains in its entirety: Cover Page: 1 page Report Body: 14 pages Sketches: 1 page Drawings: 2 pages Report No.: 77109.01-401-18 Test Dates: 10/17/07 Through: . 10/20/07 Report Date: 11/07/07 Expiration Date: 10/20/17 Miami-Dade County Notification No.: ATI FL 07021 2250 Massaro Blvd Tampa, FL 33619 phone: 813-628-4300 fax: 813-628-4433 www.archtest.com Architectural Testing MIAMI-DADE COUNTY PERFORMANCE TEST REPORT Rendered to: TUFF SHED, INC. 1777 South Harrison Street, Suite 600 Denver, Colorado 80210 Report No.: 77109.01-401-18 Test Dates: 10/17/07 Through: . 10/20/07 Report Date: 11/07/07 Expiration Date: 10/20/17 Miami-Dade County Notification No.: ATI FL 07021 t _ Project Summary: Architectural Testing, Inc. was contracted by Tuff Shed, Inc. to perform testing per Florida Building Code, Test Protocols for High Velocity Hurricane Zone, Protocol TAS 202-94 on three(3) Series/Model Premier and three(3) Series/Model Sundance side-hinged wood double shed doors (outswing). The samples tested met the performance requirements set forth in the protocols for a ±54.6 psf Design Pressure rating (structural loads only).- Test specimen description and results are reported herein. The samples were provided by the client. Test Procedure: The test specimens were evaluated in accordance with the following: TAS 202-94, Criteria for Testing Impact and Non Impact Resistant Building Envelope Components Using Uniform Static Air Pressure Loading. Drawing Reference: The test specimen drawings have been reviewed and verified by Architectural Testing and are representative of the samples tested. Test Specimen Description: Test Specimen#1,#2 and#3: Series/Model: Premier Product Type: Side-Hinged Wood Double Shed Doors(Outswing) Overall Size: 8' 5-3/4"wide by 7 0-1/4" high Primary Panel Size: 3' 11"wide by 6' 8" high Secondary Panel Size: 3' 11"wide by 6' 8" high 2250 Massaro Blvd Tampa, FL 33619 phone: 813-628-4300 fax: 813-628-4433 www.archtest.com 1 � 77109.01-401-18 Architectural Testing Page 2of14 Test Specimen Description: (Continued) Test Specimen#1,#2 and#3: (Continued) Panel Construction: The doors were constructed with an interior sheet of 1/2" plywood sheathing secured to a 1-1/2" square hollow steel door frame with #8 x 1-1/2" square drive wood"screws located 6" on center and two (2) screws located at each end of every steel tube. Next, a 15/32" DuratempTM plywood exterior sheathing was secured to the steel frame with #8 x 1-1/2" square drive wood screws located 6" on center and two (2) screws at each end of every steel tube. A 3-1/2" wide by 1/2" thick door trim was added to the exterior of the panel and secured with exterior grade construction adhesive and 7/8" x 0.093" diameter ring shank nails located 6" on center and two (2)nails at each end of every trim. The exterior utilized two (2) hurricane spring bolts secured with four (4) #8 x 2-1/4" square drive wood screws'located through the hurricane spring bolts into the wood panel at 6" from top and bottom of secondary panels. The interior utilized stainless steel bolt latches secured with two (2) #8 x 2-1/4" square drive wood screws and two (2) 1/4" x 3-1/2" carriage bolts with lock washers and nuts. Test Specimen#4,#5 and#6: Series/Model: Sundance Product Type: Side-Hinged Wood Double Shed Doors(Outswing) Overall Size: 8'5-3/4"wide by TO-1/4" high Primary Panel Size: 3' 11"wide by 6' 8" high Secondary Panel Size: 3' 11"wide by 6' 8" high Panel Construction: The doors were constructed of an interior sheet of 7/16" OSB sheathing secured to a 1-1/2" square hollow steel door frame with #8 x 1-1/2" square drive wood screws located 6" on center and two (2) screws located at each end of every steel tube. - Next, a 3/8" thick LP SmartSide® exterior sheathing was secured to the steel frame with #8 x 1-1/2" square-drive wood screws located 6" on center and two (2) screws at each end of every steel tube.. A 3-1/2" wide by 1/2" thick door trim was.added to the exterior of the w panel and secured with exterior grade construction adhesive and 7/8" x 0.093" diameter ring shank nails located 6" on center and two (2)nails at each end of every trim. The exterior utilized two (2) hurricane spring bolts secured with four (4) #8 x 271/4" square drive wood screws located through the hurricane spring bolts into the wood panel at 6" from top.and bottom of secondary panels. The interior utilized stainless steel bolt latches secured with two (2) #8 x 2-1/4" square drive wood screws and two (2) 1/4" x 3-1/2" carriage bolts with lock washers and nuts. Ak / 77109.01-401-18 Architectural Testing Page 3 of 14 Test Specimen Description: (Continued) The following descriptions apply to all test specimens. Frame Construction: The frame was constructed of Spruce-Pine-Fir #2 lumber. The exterior face utilized a 3-1/2" wide by 1/2" thick door trim secured with 2-3/8" x 0.093" diameter ring shank nails located 6" on center and two (2) nails at each end of every trim. A 7/16" receiving hole with a steel plate was added to the ceiling and floor at the interior bolt latches. Finish: All exterior wood was primed. Hardware: Description Quantity Location Metal handle 1 Primary panel,40" from bottom Metal hinges 3 per panel Bottom,top and midspan of panel hinge stile Spring loaded pin lock 2 Secondary panel,top and bottom of lock keeper stile Barrel bolt lock 2 Exterior of secondary panel 6" from top and bottom of panel Reinforcement: No reinforcement was utilized. Installation: The panels were installed into a#2 Spruce-Pine-Fir wood:buck. The six metal hinges (three [3] per panel) supported the panels and were secured to the wood buck with four(4)#8 x 2-1/4" square drive wood screws through the hinges into the frame. 77109.01-401-18 Architectural Testing Page 4 of 14 Test Results: The following results have been recorded: Protocol TAS 202-94,Static Air Pressure Tests Test Unit#1 (Premier) Design Pressure: ±54.6 psf Title of Test Results Indicator Readings (inch) Structural Loads #1 #2 #3 #4 #5 50%of Test Pressure(+40.95 psf) Maximum Deflection 0.22 0.98 0.20 0.20 0.07 Permanent Set 0.06 0.10 0.05 0.05 0.02 Design Pressure(+54.6 psf) 11 Maximum Deflection 0.33 1.17 0.25 0.23 0.09 Permanent Set 0.09 0.13 0.07 0.06 0.03 50%of Test Pressure(40.95 pso Maximum Deflection 0.40 0.83 0.24 0.18 0.05 Permanent Set 0.01 0.11 0.02 0.02 0.01 Design Pressure (-54.6 psf) Maximum Deflection 0.56 1.18 0.34 0.27 0.08 Permanent Set 0.02 0.20 0.05 0.05 0.01 Test Pressure(+81.9 pso Maximum Deflection 1.23 1.38 0.32 0.31 0.11 Permanent Set 0.15 0.18 0.05 0.07 0.03 Test Pressure (-81.9 psf) Maximum Deflection 1.04 2.07 0.49 0.41 0.12 Permanent Set 0.12 0.25 0.08 0.06 0.01 Note: See Architectural Testing, Inc. Sketch 91 for indicator-locations. 77109.01-401-18 Architectural Testing Page 5 of 14 Test Results: (Continued) Protocol TAS 202-94,Static Air Pressure Tests Test Unit#2 (Premier) Design Pressure: ±54.6 psf Title of Test Results Indicator Readings(inch) Structural Loads #1 #2 #3 #4 #5 50%of Test Pressure(+40.95 psf) Maximum Deflection 0.32 0.54 0.10 0.07 0.03 Permanent Set 0.05 0.08 0.02 0.01 0.01 } Design Pressure(+54.6 psf) ' Maximum Deflection 0.48 0.84 0.14 0.12 0.05 Permanent Set 0.07 0.13 0.03 0.03 0.01 50%of Test Pressure(-40.95 psf) Maximum Deflection 0.31 0.79 0.27 0.20 0.07 Permanent Set 0.09 0.14 0.03 0.04 0.01 Design Pressure(-54.6 psf) Maximum Deflection 0.76 1.30 0.38 0.30 0.11 Permanent Set 0.14 0.21 0.07 0.06 0.02 Test Pressure(+81.9 psf) Maximum Deflection 0.87 1.91 0.18 0.18 0.07 Permanent Set 0.10 0.16 0.02 0.03 0.02 Test Pressure (-81.9 psf) Maximum Deflection 1.24 2.31 0.75 0.60 0.24 Permanent Set 0.35 0.40 0.27 0.12 0.06 Note: See Architectural Testing, Inc. Sketch V for indicator locations. 7710M I-401-18 Architectural Testing Page 6of14 Test Results: (Continued) Protocol TAS 202-94,Static Air Pressure Tests Test Unit#3 (Premier) Design Pressure: ±54.6 psf Title of Test Results Indicator Readings(inch) Structural Loads #1 #2 #3 #4 #5 50%of Test Pressure(+40.95 psf) Maximum Deflection 0.26 0.69 0.18 0.15 . 0.02 Permanent Set 0.06 0.11 0.04 0.02 0.02 t Design Pressure (+54.6 psf) Maximum Deflection 0.37 �0.95 0.22 0.19 0.11 Permanent Set 0.09 0.17 0.06 0.05 0.02 50%of Test Pressure(40.95 psf) Maximum Deflection 0.53 0.97 0.34 0.27 0.15 Permanent Set 0.14 0..26 0.68 0.07 0.04 Design Pressure(-54.6 psf) Maximum Deflection 0.69 1.28 0.45 0.37 0.21 Permanent Set 0.18 0.34 0.12 0.10 0.06 Test Pressure(+81.9 psf) Maximum Deflection 0.67 1.49 0.32 0.29 0.17 Permanent Set 0.18, 0.34 0.10 0.10 0.06 Test Pressure (-81.9 psf) Note: Top interior spring loaded pin lock released at 79.4 psf. Remedial.work. Replaced interior spring loaded pin lock and changed the top lock keeper to a larger steel plate with four(4) #8 x 1-1/2" square drive wood screws. Note: See Architectural Testing, Inc. Sketch #1 for indicator locations.. J 77109.01-401-18 Architectural Testing Page 7 of 14 Test Results: (Continued) Protocol TAS 202-94,Static Air Pressure Tests Test Unit#3 (Premier) (Replacement) Design Pressure: ±54.6 psf Title of Test Results Indicator Readings (inch) Structural Loads #1 #2 #3 #4 #5 50%of Test Pressure(+40.95 psf) Maximum Deflection 0.36 0.70 0.18 0.10 0.06 Permanent Set 0.07 0.16 0.04 0.03 0.02 ` Design Pressure(+54.6 psf) t Maximum Deflection 0.48 0.98 0.23 0.16 0.09 Permanent Set 0.09 0.23 0.06 0.05 0.03 50%of Test Pressure(-40.95 psf) Maximum Deflection 0.38 0.63 0.27 0.11 0.06 Permanent Set 0.05 0.06 0.07 0.03 0.01 Design Pressure(-54.6 psf) Maximum Deflection 0.54 0.97 0.42 0.17 0.11 Permanent Set 0.09 0.13 0.10 0.05 0.03 Test Pressure(+81.9 psf) Maximum Deflection 0.70 1.71 0.26 0.17 0.13 Permanent Set 0.10 0.26 0.07 0.09 0.03 Test Pressure(-81.9 psf) Maximum Deflection 0.85 1.64 0.68 0.27 0.20 Permanent Set 0.17 0.29 0.19 0.67 0.04 Note: See Architectural Testing, Inc. Sketch #1 for indicator locations. 77109.01-401-18 Architectural Testing Page 8 of 14 Test Results: (Continued) Protocol TAS 202-94,Static Air Pressure Tests Test Unit#4 (Sundance) Design Pressure: ±54.6 psf Title of Test Results Indicator Readings(inch) Structural Loads #1 #2 #3 #4 #5 50%of Test Pressure(+40.95 psf) Maximum Deflection 0.24 0.64 0.12 0.09 0.04 Permanent Set 0.06 0.10 0.02 0.02 0.02 Design Pressure(+54.6 psf) ' Maximum Deflection 0.34 0.90 0.15 0.11 0.06 Permanent Set 0.10 0.15 0.03 0.03 0.02 50%of Test Pressure(40.95 psf) Maximum Deflection 0.30 0.72 0.13 0.10 0.05 Permanent Set 0.02 0.07 0.01 . 0.02 0.01 Design Pressure(-54.6 pso Maximum Deflection 0.48 1.07 0.21 0.17 0.08 Permanent Set 0.01 0.13 0.04 0.04 0.01 Test Pressure(+81.9 pso Maximum Deflection 0.57 1.35 0.18 0.13 0.09 Permanent Set 0.14 0.18 0.03 0.03 0.02 Test Pressure(-81.9 psf) Maximum Deflection 0.97 1.83 0.36 0.23 0.12 Permanent Set 0.10 0.17 0.05 0.02 0.01 Note: See Architectural Testing, Inc. Sketch 91 for indicator locations. 77109.01-401-18 Architectural Testing Page 9of14 Test Results: (Continued) Protocol TAS 202-94,Statie Air Pressure Tests Test Unit#5 (Sundance) Design Pressure: ±54.6 psf Title of Test Results Indicator Readings(inch) Structural Loads #1 #2 #3 #4 #5 506/o of Test Pressure(+40.95 psf) Maximum Deflection 0.50 0.79 0.10 0.10 0.04 Permanent Set 0.12 0.18 0.05 0.04 0.01 Design Pressure (+54.6 psf) + Maximum Deflection 0.75 1.26 0.17 0.14 0:05 Permanent Set 0.22 0.28. 0.07 0.06 0.01 50%of Test Pressure(40.95 pso Maximum Deflection 0.44 0.76 0.12 0.12 0.07 Permanent Set 0.01 0.02 0.03 0.01 0.01 Design Pressure (-54.6 psf) Maximum Deflection 0.59 0.76 . 0.13 0.12 0.10 Permanent Set 0.07 0.09 '0.05 0.02 0.02 Test Pressure(+81.9 psf) Maximum Deflection 1.35 2.30 0.31 0.22 0.10 Permanent Set 0.44 0.52 0.15 0.09 0.04 Test Pressure(-81.9 psf) Note: Top interior spring loaded pin lock released at 78.7 psf. Remedial work. Replaced interior spring loaded pin lock and retest. Note: See Architectural Testing, Inc. Sketch V for indicator locations. ``. Ak 77109.01-401-18 Architectural Testing Page 10 of 14 Test Results: (Continued) Protocol TAS 202-94,Static Air Pressure Tests Test Unit#5 (Sundance) (Replacement) Design Pressure: ±54.6 psf Title of Test Results Indicator Readings(inch) Structural Loads #1 #2 #3 #4 #5 50%of Test Pressure(+40.95 psf) Maximum Deflection 0.66 0.95 0.10 0.08 0.05 Permanent Set 0.22 0.23 0.04 0.01 0.01 Design Pressure(+54.6 psf) ; Maximum Deflection 0.88 1.34 0.15 0.12 0.06 Permanent Set 0.26 0.29 0.05 0.03 0.02 50%of Test Pressure(-40.95 psf) Maximum Deflection 0.54 0.66 0.11 0.10 0.04 Permanent Set 0.03 0.04 0.03 0.01 0.01 Design Pressure(-54.6 pso Maximum Deflection 0.66 0.66 0.11 0.14 0.06 Permanent Set 0.08 0.10 0.01 0.03 0.01 Test Pressure(+81.9 psf) Maximum Deflection 1.12 2.68 0.50 0.18 0.08 Permanent Set 0.34 0.47 0.10 0.05 0.04 Test Pressure(-81.9 psf) Maximum Deflection 1.11 0.74 0.58 0.23 0.14 Permanent Set 0.19 0.29 0.08 0.12 0.03 Note: See Architectural Testing, Inc. Sketch #1 for indicator locations. 77109.01-401-18 Architectural Testing Page 11 of 14 Test Results:, (Continued) Protocol TAS 202-94,Static Air Pressure Tests Test Unit#6 (Sundance) Design Pressure: ±54.6 psf Title of Test Results Indicator Readings(inch) Structural Loads #1 . #2 #3 44 #5 50%of Test Pressure(+40.95.psf) Maximum Deflection 0.35 0.90 0.66 0.09 0:08 Permanent Set 0.05 0.15 0.05, 0.01' 0.02 ' Design Pressure(+54..6 psf) ' + Maximum Deflection 0.43 1.12 0.87 0.17 0.09 Permanent Set 0.07 0.19 0.06 0.04 0.03 50%of Test Pressure(40.95 psf) Maximum Deflection 0.38 0.74 0.14 0.08 0.07 Permanent Set 0.03 0.01 0.02 0.01 0.02 Design Pressure(-54.6 psf) Maximum Deflection 0.51 1.03 u4 0.13 0.12 Permanent Set 0.05 0.05 - 0.03 0.03 0.03 Test Pressure(+81.9 psf) Maximum Deflection 0.62 1.62 0.24 0.19 0.16 Permanent Set 0.16 0.34 0.09 0.07 0.06 Test Pressure(-81.9 psf) Maximum Deflection 0.83 1.82 0.37 0.24 mg Permanent Set 0.05 0.10 0.03 0.03 0.02 Note: See Architectural Testing, Inc. Sketch #1 for indicator locations. 77109.01-401-18 Architectural Testing Page 12 of 14 Test Equipment: Pressurization System: Computer controlled centrifugal blower with electronic pressure measuring device Deflection Measuring Device: Linear transducers and 1" dial indicators Laboratory Compliance Statements: The following is provided as required by the protocol for the testing reported herein. , Upon completion of testing, specimens tested for TAS 202-94 met the requirements of Section 1620 of the Florida Building Code,Building(2004). Tape and film were used to seal against air leakage during structural testing. In our opinion, the tape and film did not influence the results of the test. Testing was conducted at the Architectgral Testing laboratory located in Tampa, Florida. , List of Official Observers: Name Company Jeff Cunningham Tuff Shed, Inc. Owen Bunker Tuff Shed, Inc. Scott Parker Architectural Testing, Inc. Joseph A.Reed,P.E. Architectural Testing, Inc. Mark A.Hess Architectural Testing, Inc. Ak 77109.01-401-18 Architectural Testing Page 13 of 14 Detailed drawings,.data sheets, representative samples of test specimens, a copy of this report, or other pertinent project documentation will be retained by Architectural Testing for a period of ten years from the original test date. At the end of this retention period, such materials shall be discarded without notice and the service life of this report will expire. Results obtained are tested values and were secured by using the designated test methods.. This report does not constitute certification of this product nor an opinion or endorsement by this laboratory. It is the exclusive property of the client so named herein and relates only to the specimens tested. This report may not be reproduced, except in full,without the written approval of Architectural Testing. For ARCHITECTURAL TESTING, INC. D4*b11S9ned61r.M.*&Hrsv KA.Rmd Mark A.Hess Joseph A.Reed,P.E. Technician Director-Engineering and Product Testing MAH:cmd Attachments(pages): This report is complete only when all attachments listed are included. Appendix-A: Sketches(1) Appendix-B: Drawings(2) Architectural DATE: IOU0101 PROJECT NO.11►09.01-401-l$ SHEET OF Testing BY: PROJECT NAME: C. 0. , C , e�CeS �tYlo �1 • ; v , - S e cie rc v1a ve. f.� , : °.... .:.......:.... .. _..... A r, HURRICANE SPRING BOLT ATTACH{1)HURRICANE BOLT 6"FROM TOP OF DOOR HANDLE AND STRIKE ! ` DOOR AND(11 6"FROM BOTTOM OF DOOR. / ATTACH EACH BOLT WITH(4)#8 x 24/4"SQUARE INSTALL DOOR HANDLE PER 8 DRIVESCREWS MANUFACTURERS INSTRUCTIONS.USE 1G O SINGLE DOOR ASSEMBLY #8 x 2-1/4"SQUARE DRIVE WOOD NYLOC 11 SCREWS,ATTACH STRIKE PLATE WITH(2) TOP VIEW #B x 2'SQUARE DRIVE WOOD SCREWS. PARTIAL INSIDE VIEW PARTIAL END VIEW PARTIAL OUTSIDE VIEW WASHER DETAIL A' swc:+.•r.+•a SCREWS TO BE LOCATED AS SHOWN. /�rcli tecturULTest n i BOLT LATCH ON FIXED DOOR FOR DOUBLE DOOR Test snmplacchDlic s witli i9�t det ils. '"'�^ ' i NAIL DOORJAMB STUDS TO KING ASSEMBLY NOTES: Deviativns are noted. ! STUDS WITH(2)12d @ 12-(NOT I3r, gyp)-)g SEE DETAIL'A' SHOWN) 1. ATTACH ITEM 1(1/2-PLYWOOU7�l� FOR INSIDE VIEW i SHEATHING)TO ITEM 2(STEEP 7 Tech- `` �^ OF ASSEMBLY !1-1/2'SQ.TUBING)WITH ITEM 3(#8 x 1-1/2' SCREWS)@'6"O.C.AND(2)SCREWS AT EACH 3 6 END OF EVERY STEEL TUBE AS SHOWN IN HURRICANESPRINGBOLT DOOR SHEATHING DETAIL V. ATTACH WITH((4)#8 x 2-1/4' EXTERIOR SHEATHING-112•DURATEMP 2. ATTACH ITEM 5(15132-PLYWOOD DURATEMP SQUARE DRIV WOOD INTERIOR SHEATHING-112"PLYWOOD EXTERIOR SHEATHING)TO ITEM 2(STEEL 7 SCREWS. DOOR FRAME-1-112"SO.TUBING)WITH ITEM 3 1 DOUBLE DOOR ASSEMBLY (#ax1-1rz SCREWS)@m6"O.C.AND(2)SCREWS TOP VIEW AT EACH END OF EVERY STEELTUBE AS .,!% s w•-+w SHOWN IN DETAIL'S', f 3. ATTACH ITEM 6(DOOR TRIM)TO ITEM 6(15132- BOLT LATCH ON FIXED PLYWOOD DURATEMP EXTERIOR SHEATHING r ' DOOR FOR DOUBLE DOOR WITH EXTERIOR GRADE CONSTRUCTION ) INSTALL EACH BOLT LATCH ADHESIVE AND ITEM 7(7I8'RING SHANK NAILS) j 3 WITH(2 08 x 2-1/4'TUFF @ 6"O.C.AND(2)NAILS AT EACH END OF SHED HINGE SCREWS(PN HINGE ATTACHMENT EVERY TRIM PIECE AS SHOWN, 8 i TS002)AND(2)1/4'x 3-112' ! CARRIAGE BOLTS W1 {3)TUFF SHED HINGES 4, INSTALL ITEM 8 F LOCKWASHERS AND NUTS- PER DOOR.ATTACH ITU F SHED'L"HANDLE) ,+ ORDER FROM TUFF SHED EACH HINGE WITH H THE DOOR'ASSEMBLY WITH(2)ITEM 9(#8 x I PURCHASING DEFT, #8 x 2-114"TUFF SHED 2-114 SQUARE DRIVE SCREWS). INSTALL ITEM HINGE SCREWS IPN 10(CAB LATCH)TO THE DOOR ASSEMBLY WITH j Hi-rPUOORCM ASING ORDER FROMPT. ITEM 11(98 x 1-114 PAN HEAD SCREWS). 2 1 DOORTHRESNOLD HINGES TO BE INSTALL WASHER AND NYLOCON HANDLE 2 i LOCATED AS SHOWN, SHAFT. SEE DETAIL`A'.ALL ITEMS SHALL BE f i INSTALLED PER MANUFACTURER'S 3 INSTRUCTIONS. 6 % 3 DOUBLE DOOR ASSEMBLY HINGE ASSEMBLY DETAIL Zb SIDE VIEW FRONT VIEW ® E. LODED DOOR ASSEMBLY 1 sT/.iD:bVf••TY �CYi:Nr1'-YC ' �. DETAIL'B' s Ordet#. PO# THESE DRAWINGS AND THE DRAWINGS BY: TITLE DRAWING NO, TUFF S}�E D DESIGN ARE D,I PROPERTY TUFF SHED,INC.Customer. Drawn By:CAD OF TUFFSHED,INC.THESE XYX-PGEN-01 Storage Buildings&Garages Dale: 10124107 ORAWINGSAREFORA SHED DOOR DETAILS g g g Site Address: SOLOING TO BE SUPPLIED IN HOUSE DRAFTING DEPARTMENT TUFF SHED,INC. AND BUILT BY TUFF SHED. 1777 S.IIARRISON STREET PREMIER SERIES REV.LEVEL 01 Chocked By. ANY OTHER USE IS DENVER.COLORADO 80210 Da10: FORBIDDEN BY TUFF SIZED SHEET ulldipp SI2e:worw.+ame•eemr-w.rt,Nsn INC d THE ENGINEER OF (303)753-TUFF Scale; N.T.S. RECORD. TUFFSHADM ASSWfSALLI+FSPMWjL"fCA I n+F CDIrterA'DF TrreSF Dn!rFncs!lmn+F SHEET 1 OF 1 conaTauc++Dw DF THE euw,yos anw+w»+cea, y4 f -r 1 I