Loading...
HomeMy WebLinkAboutProduct Approval Company: The Home Depot At Home Services Job Description: Replacing 4 windows size fc Prepared By: Amber Client Name: Sharland Project Number: 8747471• "Version '. -_t12012<Struciures IntemaLonal,LLC `: ;x i, .•,r 3 H 4WJN D,, /L ;Conformswit ASCEy7 10 m, r DESIGN PRESSURES FOR WALL COMPONENTS&CLADDING Design Data Building Data Wind Velocity(mph) 160 Mean Roof Height 12 Risk Category 2 Building Width(ft) 52 Exposure Category D Building Length(ft) 43 Directionality Factor 0.85 . Roof Slope (x:12) 3 Internal Pressure Coefficient+/- 0.18 Design pressures listed below are: Allowable Stress OPENING OPENING LOCATION OPENING OPENING DIMENSIONS MAXIMUM POSITIVE MAXIMUM NEGATIVE MARK DESCRIPTION ZONE ELEVATION WIDTH(INCHES) HEIGHT(INCHES) PERSSURE(PSF) PRESSURE(PSF) 1 9700-1PNL BI 5 5 73 62 37.6 -48.4 2 9700-1PNL BI 5 5 73 62 37.6 -48.4 3 9700-1PNL BI 5 5 73 62 37.6 -48.4 4 9700-1PNL BI 5 5 73 62 37.6 -48.4 Width of End Zone(a)in feet= 4.3 5 h 5I O 4 6 1 Y 1 5 5 Y STRUCTURES INTERNATIONAL,LLC 11/18/2015 4:47 PM Audrey Sharland,48747471 761 Cypress st. Port Saint Lucie, FL 34962 Replacing 4 windows size for size with impact. The cost of the job is 8.3% of the structures` assessed value. Line Item I 1 PNL Sliding Window 73"x 62'. Porch FL 1844.3 +37.6,-48.4 Line Item 2 1 PNL Sliding Window 73"x 62" Porch FL 1844.3 +37.6,-48.4 Garage Line Item 3 1 PNL Sliding Window 73"x 62 Porch FL 1844-.3 +37-6,-48-4 Line Item 4 1PNL Sliding Window 73"x 62" Porch FL 1844.3 +37.6,-48.4 1 7/1/2015 Florida Building Code Online m ' Ronda p3(i71°fitc` BC15Home j Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications f FBC Staff f BCIS Site Map Links Search } Businessf ) a Product Approval. Professional �stl USER: Public User Professib( Regulation .1 Product Anoroval Menu>Product or Anollcation Search>Aoolication List>Application Detail FL# �Revlsion Application Type 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 PGT Industries Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Horizontal Slider Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications,Inc. Validated By Steven M. Urich, PE Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101%I.S.2/A440 2011 AAMA/WDMA/CSA 101/I.S.2/A440 2005 AAMA/WDMA/CSA 101/I.S.2/A440 2008 ASTM E-1886 2005 ASTM E-1996 2012 ASTM E-283 2004 ASTM E-330 2002 Equivalence of Product Standards Certified By https://Roridabuilding.org/pr/pr_app dti.aspx?param=wGEVXQwtDgsGsvRHsb6VV7CihkBPFyPwC4°/n2tEUoadW9fJWgOXUIDDibg%3d%3d 113 7/1/2015 Florida Builcring Code Online Product Approval Method Method 1 Option A Date Submitted 06/11/2015 Date Validated 06/19/2015 Date Pending FBC Approval Date Approved 06/27/2015 Summary of Products FL# Model,Number or Name Description 1844.1 HR-210 Aluminum Horizontal Roller Window with Slip-On Nailing Fn Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1844 R19 C CAC Certification HR-210.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/10/2016 Design Pressure:N/A Installation Instructions Other: Please see the Installation Instructions for design FL1844 R19 II HR-210.1)df pressure, size and anchorage information. Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL1844 R19 AE HR-210 Evaluation.odf Created by Independent Third Party: No 1844.2 �-410 Vinyl Horizontal Sliding Window Limits of Use V Certification Agency Certificate Approved for use in HVHZ: No FL1844 R19 C CAC HR-410 Certification.ndf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 01/29/2016 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL1844 R19 II HR-410.pdf pressure,size and anchorage information. Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports F1,1.844 R19 AE HR-41.0 Evaluation.odf Created by Independent Third Party: No :1�:443 _ HR-510 WinGuard Vinyl Horizontal Sliding Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1844 R19 C CAC HR-510 Certification.pd A r ve outside HVHZ:_Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 11/19/2015 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FLIS44 R19 II HR-510.ndf pressure, size and anchorage information. Verified By:.A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1844 R19 AE HR-510 Evaluation.odf Created by Independent Third Party: No 1844.4 HR-2110 Vinyl Horizontal Roller with Integral Nailing Fin Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1844 R19 C CAC Certification HR-2110.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 02/21/2016 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FLIS44 R19 II HR-2110.odf pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FLIS44 R19 AE HR-2110 Evaluation.ndf Created by Independent Third Party: No 1844.5 HR-2210 _ Vinyl Horizontal Roller Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FI-1.844 R19 C CAC Certification.ndf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/22/2015 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL1844 R19 II HR-2210.odf pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1844 R19 AE HR-2210 Evaluation.ndf Created by Independent Third Party: No https://tloridabuilding.orgTprlpr_app_dti.aspx?param=wGEVXQwtDgsGsvRHsb6W7CihkOPFyPwC4°!°2fEUeadW9fJWgO:tUlODibg%3tf% d 2�3 GENERAL NOTES: ANCHOR LOCATIONS IMPACT RESISTANT 1)THE ANCHORAGE METHODS SHOWN &SPACING HAVE BEEN DESIGNED TO COMPLY WITH ,73"MAX.BUCK(XO/OX) THE FLORIDA BUILDING CODE FOR THE ----- _ 73"MAX.BUCK(XO/OX) DESIGN PRESSURES LISTED. 111"MAX.BUCK(XOX) 111"MAX.BUCK(XOX) �! 2)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2'THICK.1X WOOD BUCKS L 6-1/4" ARE OPTIONAL IF UNIT IS INSTALLED F—MAX. DIRECTLY TO SOLID.CONCRETE.WOOD O.C. ' BUCKS DEPICTED AS 2X ARE 1-1/2'THICK OR GREATER.ATTACHMENT METHOD OF -r— WOOD BUCKS SHALL BE DONE BY 12-1/4" •—} OTHERS. MAX. 3)SEE TABLES FOR MINIMUM EDGEMAX' / O.C. 62 62"MAX DISTANCE FROM CENTER OF ANCHOR TO " / _ __ SUBSTRATE EDGE(EXCLUDING FINISH OR BUCK BUCK STUCCO). 4)SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE,USING SHIMS CAPABLE OF j TRANSFERRING APPLIED LOADS. 5)ANCHORS SHALL BE COATED OR41L�� CORROSION RESISTANT AS APPROPRIATE / FOR SUBSTRATE MATERIAL.DISSIMILAR ^ MATERIALS SHALL BE PROTECTED AS _ _ 2-1/4" F REQUIRED TO PREVENT REACTIONS. 6-1/2' _ SSSIII 6-1/8"MAX.O.C. 2.5/8"MAX.J ALUMINUM SHALL BE PROTECTED FROM MAX. C. 6-1/2"MAX. MAX. !+ DISSIMILAR MATERIALS AS SPECIFIED IN I FLANGE FRAME,XO INTEGRAL FIN FRAME,XO THE FLORIDA BUILDING CODEE 5 - TABLE 2:ANCHORS FOR FLANGTABLE 3:ANCHORS FOR FIN WINDOWS 6)ADHESIVE SEALANT SHALL BE USED Min.Edge Min. Min.Edge Min. BETWEEN SUBSTRATE AND FLANGE OR Anchor Substrato Distance Embedment Anchor Substrate Distance Embedment FIN. OVERALL SEALING/FLASHING - STRATEGY FOR WATER RESISTANCE OF P.T.Southern Pine(SG=.55) 1/2" 1318" 2-1/2'x.1 13"Box Nail P.T.Southern Pine(SG=.55) 5116" 2-7116" INSTALLATION SHALL BE DONE BY #10 Sheet Metal Screw, Aluminum,6063-T5 min. Nil" 1/8" 2-1/2"x.131"Common Nail P.T.Southern Pine(SG=.55) 3/8' 2-7/16" OTHERS. GS Steel or 410 Stainless Steeelel Steel Stud,Gr.33 min. 316" 0.0346(20 ge) 2-1/2"x.145"Roofing Nail P.T.Southern Pine(SG=.55) 3/8' 2-7/16" ' 7)MATERIALS USED FOR ANCHOR A36 Steel 3113' 1/8" P.T.Southern Pine(SG=.55) 112" 1-318" _ - EVALUATIONS WERE SOUTHERN PINE,2.7 P.T.Southern Pine(SG=.55) 112" 1-318" .steel 6063T5 min. 318" 1/6" KSI CONCRETE AND CONCRETE MASONRY #f0 Steel SMS - 3116"Steel Ulracon Concrete(min.2.7 ksi) 1" 1" Steel Stud,Gr.33 min. 3/8" 0.0348(20 ga) UNITS COMPLYING WITH ASTM 690. Ungrouled CMU,(ASTM 690) 1" 1-1/4' A36.Steel 31W 1/B" GLAZING COMPLIES WITH ASTM E1300. NOTE FOR ALL METAL SUBSTRATES.SCREW EMBEDMENT SHALL BE MIN.3 THREADS BEYOND INSIDE FACE DF NOTE'FOR ALL METAL SUBSTRATES.SCREW EMBEDMENT SHALL BE MIN.3 THREADS BEYOND INSIDE FACE OF MIATERAL. MATERIAL. 8)THE 1/3 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED ' FOR THE EVALUATION OF WOOD SCREWS. XO SHOWN,SPACING 9)IF THE EXACT PRODUCT SIZE IS NOT i ,f` ALSO APPLIES TO LISTED IN THE TABLES,ALWAYS ROUND ✓ OX AND XOX UP TO THE NEXT LARGER VALUE. _ ...`I•\11t1llr:r TABLE 1:DESIGN PRESSURE" . ^�..� .....•a.;,,C.-�. Dmm Br: Deb: LbbbF. rIi70P0T1tt/lli LES4YQrBITA(.ri.'TNNa) Window Buck SIFO Frame Design Pressure Certification ;�`".•'�;-!�r!sg '• �•' '. J.ROSOWSKI 06/22/11 g• VINYL Confi avDATrc<RrtTAm.nroFDRTmvaFTRa Width Height Type (+)Psi (-)Psf Numbers '•-H,'- Rniebm: rxwwanwrBErr. oRaTnmLr�Dav :,g.yt:': '• AwFa¢uxmeDrTNsavRtssmwxmsr 54" Fin/Flange XO/ 190-269,798 'v _ fe"r'�xNOF'ci0"''efS 190-233,433, •` Deevtcae ! 73" 62" Fin/Flan a XO/OX 60 85 702 � i 1 9 (� tS J,l: 1070 TECHNOLOGY DRIVE 111" se FINFIan a 65 2,769 1[ I N.VENICE,FL 34275 TD° g ;�_:•.• ,c•Lvo•,•�;•' „ ;.' FL CERT.OFAUTH.:29296 HORIZONTAL ROLLER INSTALLATION •;`�.I,��t!,• A.Lynn Miller,P.E. tax: a+we r t"�� P.E.lt58705 HR-510 NTS 1 0l 3 2062211JR SEE GLAZING DETAILS.SHEET 3 r;.'1.11:•. ' EDGE DISTANCE— --`•I INSTALLATION WITH FLANGE FRAME —�-- SUBSTRATE EDGE DISTANCE— —-- �' EMBEDMENT -I i SUBSTRATE �1X WOOD EMBEDMENT EXTERIOR SHIM /— �— SHIM `\ FLANGE FRAME, lJ II JAMB INSTALLATION SUBSTRATE EXTERIOR _ R (USING I X BUCKSTRIP) FLANGE FRAME, FLANGE FRAME, HEAD INSTALLATION HEAD INSTALLATION (USING 1X BUCKSTRIP) (DIRECTLY TO SUBSTRATE) EXTERIOR y i EXTERIOR JJ EXTERIOR ---- , I FLANGE FRAME, JAMB INSTALLATION S STRATE ; (DIRECTLY TO SUBSTRATE) ••�` '"° '�'�(��� SHIM SHIM/JXWO10P ca /// 41 SUBSTRATE '�'• �Ttt�' UBSTRATE FLANGE FRAME. SILL INSTALLATION on,nar o�>• Fwrortao txFinavullayLE9paeaamvruun FLANGE FRAME, (DIRECTLY TO SUBSTRATE) J.ROSOWSKI 06/22/11 VINYL 4xcwa aexausnsnaoxnrra cr eaism�r.e+o axuea0an xrut SILL INSTALLATION °i" "°"'""' tiwcxa�ratr. ovacr avo nas LtlaA16VrK1Y8Ea+'fDQP/hTNQ]I2�IN ANYFORY h111 kN/f rHEQ'I�EA4FD NRIAElf (USING 1X BUCKSTRIP) awesmxaxrraamxs. INSTALLATION NO -S: 1)SEE SHEET 1 FOR SPA EQUIREMENTS. 1070 TECHNOLOGY DRIVE 2)SEE TABLE 2 FOR ANCHORAGE RATE REQUIREMENTS. N.VENICE,FL 34275 3)MAX.SHIM THICKNESS TO BE I/4-. FL CERT.OFAUTH.:29290 HORIZONTAL ROLLER INSTALLATION ! 4)GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN REQUIREMENTS. A.Lym Miller,P.E. s' ' �" 0tiot o+sow R,.- .I 5)FIN ANDIOR FLANGE MAY BE REMOVED.FOR EQUAL-LEG FRAME APPLICATIONS,USE FLANGE INSTRUCTIONS. p.E.lt587D5 IiR-510 NTS 2 0' 3 2062211JR INSTALLATION WITH FIN FRAME –� –•I EMBEDMENT L– EDGE 4SU5412 U 5/16"LAMI DISTANCE 1 % EXTERIOR EXTERIOR GLASS NOMINAL _ I�_T 1/8"ANNEALED 090"DUPONT PVB _ GLASS _ OR SGP INTERLAYER 7/16"AIRSPACE SHIM / 1/8"ANNEALED _ 118"ANNEALED OR j EDGE —U GLASS I - TEMPERED GLASS DISTANCE 0 1/2"NOM. EXTERIOR nrii SHIM DOW 1199���� FIN FRAME, SILICONE lfl JAMB INSTALLATION SUBSTRATE GLAZING DETAIL, ALL FRAME TYPES I FIN FRAME, HEAD INSTALLATION 7/8"' 7 5116"I 18" _ 5/16"LAMI GLASS NOMINNALAL 1/8"HEATSTRENGTHENED GLASS NOMINAL 1/8"ANNEALED .090"DUPONT SG �—I—GLASS .090"DUPONT PVB I j r GLASS OR SGP INTERLAYER — I INTERLAYER `1 v� 7/16"AIRSPACE 318"AIRSPACE 1/8"HEAT I I STRENGTHENED GLASS118"ANNEALED OR 1/8'ANNEALED FIT TEMPERED GLASS GLASS 3/16"TEMPERED GLASS i 1/2"NOM. EXTERIOR 1/2"NOM. EXTERIOR �I DOW 1199_ DOW 1199 �r�� .:`:�i�'.•,;;,�::I^�,•�' ,;- SILICONE SILICONE GLAZING DETAIL, GLAZING DETAIL, SHIMALL FRAME TYPES ALL FRAME TYPES g EXTERIORnmp'�- p..i D—or. Date: Ffoterl"P lNEwf6PWfR20.at' VATAOWA" FIN FRAME, J.ROSOWSKI 06122/11 VINYL ��,� W= SILL INSTALLATION or a m` f"" NOfO OfiMrs Dw�aravru4reeuaD aermrmacvw 7.vrrDwrOmwrME tvw¢s©nnrnrr . r•macrawaacrcrcesrpes. INSTALLATION NOTES: 1070 TECHNOLOGY DRIVE N.VENICE,FL 34275 ndn: 1)SEE SHEET 1 FOR SPACING REQUIREMENTS. FL CERT. AUTH.:29296 HORIZONTAL ROLLER INSTALLATION 2)SEE TABLE 3 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. seemnwaee sio"s Ame.sy�h aec 3)MAX.SHIM THICKNESS TO BE 114". A.Lynn Miller,P.E. HR-510 NTS 3 Of 3 2062211JR' P.E.#56706