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Home My WebLink AboutProduct Approval Florida Building Code Online Page 1 of 3 PGT Vinyl Non-Impact Horizontal Sliding Window Non-HVHZ l4E yY f� WiddD_�_DagMCntd BCIS Home I Log In I User Registration ( Hot Topics ; Submit Surcharge f Stats&Facts ; Publications FBC Staff ; BCIS Site Map i Links ; Search ; BurinBusines ' sibljo,, oo-, Product Approval USER:Public User ProfeRegulation } Product Aooroval Menu>Product or Anolication Search>Aoolication List>Application Detail ' FL# FL1844-R16 Application Type Revision Code Version 2010 Application Status roved *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 j rosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 Ext 21140 j rosowski@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 1 Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2005 ANSI/AAMA/NWWDA 101/I.S.2 1997 ANSI/AAMA/WDMA 101/I.S.2/NAFS 2002 ASTM E-1886 2002 ASTM E-1886 2005 ASTM E-1996 2002 ASTM E-1996 2006 Equivalence of Product Standards _. Certified By Florida Licensed Professional Engineer or Architect FL1844 R16 Equiv 1996-05 to 02 Equiv.pdf https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGE... 8/15/2014 Florida, Building Code Online Page 2 of 3 Product Approval Method Method 1 Option A Date Submitted 07/07/2014 Date Validated 07/09/2014 Date Pending FBC Approval Date Approved 07/09/2014 _..._..—�...- ._..._._.__--_-__-------------- _....._.._....-__----._.........-......._-._._._..-._.-_...._._..-- -------.---- _ Summary of Products FL# Model,Number or Name Description 1844.1 HR-210 Aluminum Horizontal Roller Window with Slip-On Nailing Fin Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1844 R16 C CAC Certification HR-210.12df 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 R16 11 HR-210.pdf pressure, size and anchorage information. Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL1844 R16 AE Prod Eval HR-210.pdf Created by Independent Third Party: No 844. HR-410 Vinyl Horizontal Sliding Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1844 R16 C CAC Certification HS-410.pdf �+ - tside HVHZ:Yes Quality Assurance Contract Expiration-Date Vpact Resistant: No 08/17/2015 r Installation Instructions Other:Please see the Installation Instructions for design FL1844 R16 11 HR-410.pdf pressure, size and anchorage information. Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL1844 R16 AE Prod Eva[ HR-410.pdf Created by Independent Third Party: No 1844.3 JHR-510 WinGuard Vinyl Horizontal Sliding Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1844 R16 C CAC Certification HR-510 b.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 07/28/2015 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL1844 R16 11 HR-510 b.pdf pressure, size and anchorage information. Verified By: Dean Ruark, PE 73138 Created by Independent Third Party: No Evaluation Reports FL1844 R16 AE Prod Eva[-HR 510 b.pdf 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 R16 C CAC Certification HR-2110.pdf 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 FL1844 R16 11 HR-2110.pdf pressure, size and anchorage information. Verified By: A.Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1844 R16 AE Eng Eval HR-2110.pdf 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 FL1844 R16 C QAC Certification.pdf 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 R16 11 HR-2210.pdf pressure, size and anchorage information. Verified By: A.Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGE... 8/15/2014 GENERAL NOTES: ANCHOR LOCATIONS & 1)THE ANCHORAGE METHODS SHOWN HAVE SPACING BEEN DESIGNED TO COMPLY WITH THE FLORIDA 73"MAX.BUCK(XO/OX) 73'MAX.BUCK BUILDING CODE FOR THE DESIGN PRESSURES 110'MAX-BUCK(XOX) (XOIOX) LISTED. _ 110°MAX.BUCK(XOX) 2)WOOD SUCKS DEPICTED AS 1X ARE LESS THAN 1-112"THICK.1X WOOD BUCKS ARE OPTIONAL IF 6-1/4" UNIT IS INSTALLED DIRECTLY TO SOLID MAX. CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE O.C. 1-1/2"THICK OR GREATER.ATTACHMENT METHOD OF WOOD BUCKS SHALL BE DONE BY OTHERS. 3)SEE TABLES FOR MINIMUM EDGE DISTANCE 12-114"MAX FROM CENTER OF ANCHOR TO SUBSTRATE EDGE (EXCLUDING FINISH OR STUCCO). 62"MAX, O.C. 62"MAX. •_ / / 4)SHIM EACH ANCHOR LOCATION WHERE THE BUCK 7 BUCK PRODUCT IS NOT FLUSH TO THE SUBSTRATE, _ USING SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. Sj ANCHORS SHALL BE COATED OR CORROSION - RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS.ALUMINUM SHALL BE PROTECTED ._ FROM DISSIMILAR MATERIALS AS SPECIFIED IN ,1 FLORIDA BUILDING CODE CHAPTER 20. 6(M1A/BX°� � --� 6-1/8"MAX.O.C. 1-318-MAX. —I 12-1/4"MAX.O.C. 6.1/8'MAX. MAX6)ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND FLANGE OR FIN.OVERALL FLANGE FRAME,XO INTEGRAL FIN FRAME,XO SEALING/FLASHING STRATEGY FOR WATER --- RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS. TABLE 2:ANCHORS FOR FLANGE WINDOWS TABLE 3:ANCHORS FOR FIN WINDOWS i Min.Edge Min. Min.Edge Mtn. W MATERIALS USED FOR.7 KSI C EVALUATIONS Anchor Substrate Distance Embedment Anchor Substrate Distance Embedment WERE SOUTHERN PINE,2.7 KSI CONCRETE AND CONCRETE MASONRY UNITS COMPLYING WITH P.T.Southern Pine(SG=.55) 112" 1-318" , 2-112"x.113"Box Nall P.T.Southern Pine(SG=.55) 5116" 2-7/16" ASTM C-90.GLAZING COMPLIES WITH ASTM '710 Sheet Metal Screw, Aluminum,6063.1`5 min. 318" 1/8" 2-1/2"x.131"Common Nell P.T.Southern Pine(SG=.55) 318° 2-7/16" E1300-04. G5 Steel or 410 Stainless Steel Steel Stud,Gr.33 min. 318" 0.0346(20 ga) 2-1/2"x.145"Roofing Nail P.T.Southem Pine(SG=.55) 318" 2-7116" � 8)THE 1/3 STRESS INCREASE WAS NOT USED IN A36 Steel 319' 1181, P.T.Southern Pine(SG=.55). 1& 1-0/8" THIS ANCHOR EVALUATION.THE 1.6 LOAD P.T.Southern Pine(SG=.55) 112" 1-318" Aluminum,6063-75 min. 3/8" 1/8' DURATION FACTOR WAS USED FOR THE #10 Steel SMS EVALUATION OF WOOD SCREWS. 3116"Steel Ullracen Concrete(min.Z7 ksi) 1" 1" Steel Stud,Gr.33 min. 318" 10.0346(2D ge) Ungrouted CMU,(ASTM 0-90) 1" 1-114" A36 Steel 3/8" t/B" 9)IF THE EXACT PRODUCT SIZE IS NOT LISTED IN NOTE:FOR ALL METAL SUBSTRATES,6CRLW[MCEDMCNT SHALL BE MN.]THREADS BEYOND INSIDE FACE OF NOTE:FORALL METAL SUBSTRATES.SCREW EMBEOMENT SHALL BE MIN.3 THREADS BEYOND INSIDE FACE OF MATERIAL THE TABLES,ALWAYS ROUND UP TO THE NEXT MATS LARGER VALUE TABLE 1:DESIGN PRESSURE XO SHOWN.SPACING ALSO Window Buck Size Frame Design Certification APPLIES TO OX AND XOX Width Height Type Configuration + sf sf Numbers 0 Y O P (-1 P G3 . 73" 62" FINFlange XOIOX 60 65 190-433 _ 11111 110' 62" FINFlange XOX(1/4.1/2-1/4) 60 65 190456 � \��DNy LYNN Af/ �� i�ta`rsnri�Exar�srsoEnrrQ°T `2 (� J.ROSOWSKI 06!22111 VINYL AIWFRDFRIETms�ooxOF?M .•'`tGENSF••':�'P Omr: R"WYu Nm Rte'YLEARxhtI FOInRINop rf� ttwW3nu"rlgl6m aved3r�eCIDx ` No.58705 AHrmwMncvrnEwronei �rcFmrrawrr�r u' q. 3070 TECHNOLOGY DRIVE �)•••, !/'�9 () ••tt/ NOKOMIS,FL 94275 Tqa ST TE F ;/(A FLCERT.OFAUTR.:29296 HORIZONTAL ROLLER INSTALLATION IORIOG A.Lynn Miller,P.E. s.'w"'°°°e sd`' °'.1 °"'eq N' �'�s��NAI E�'" P.E.#58705 HR-4 10 NTS 1 Of 3 1062211JR EDGE DISTANCE INSTALLATION WITH FLANGE FRAME SUBSTRATE EDGE DISTANCE —� EMBEDMENT SUBSTRATE 4 1X WOOD EMBEDMENT EXTERIOR ❑ SHIM SHIM as r FLANGE FRAME, EXTERIOR JAMB INSTALLATION' EXTERIOR (USING 1X BUCKSTRIP) FLANGE FRAME, FLANGE FRAME, HEAD INSTALLATION HEAD INSTALLATION (USING 1X BUCKSTRIP) (DIRECTLY TO SUBSTRATE) EXTERIOR O� EXTERIOR EXTERIOR FLANGE FRAME, iir JAMB INSTALLATION III+ U (DIRECTLY TO SUBSTRATE) Y LYNN dl/(e�,,'i Qom:•.•'JCENSF''•.'p SHIM *;• SHIM N0.58705 1X WOOD �-�•�. , SUBSTRATE •. GSTnieO11l SUBSTRATE FLANGE FRAME, SILL INSTALLATION aar � mmmmbm WdiiACNTAIM FLANGE FRAME, (DIRECTLY TO SUBSTRATE) J.ROSOWSKI 0622111 VINYL m2mala<oa muEmra par SILL INSTALLATION o.s nim NAiRO�ARY.NOr07igNQF7N13 - AWf0W ffNse�om�m WMT x (USING 1X BUCKSTRIP) `WWF °Or"ff° 4ftl"�' md¢sxxo<wromiarwts INSTALLATION NOTES: 1)SEE SHEET 1 FOR SPACING REQUIREMENTS. 1070 TECHNOLOGY DRIVE 2)SEE TABLE 2 FOR ANCHORAGEAND SUBSTRATE REQUIREMENTS. NOKOMIS,FL 34275 7M.- 3)MAX.SHIM THICKNESS TO BE 114". FL CERT.OFAM.:2929B HORIZONTAL ROLLER INSTALLATION 4)GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN REQUIREMENTS. A.Lynn Mill.,,P.E. 5)FIN AND/OR FLANGE MAY BE REMOVED.FOR EQUAL-LEG FRAME APPLICATIONS,USE FLANGE INSTRUCTIONS. P.E.#68705 HR410 NTS 2 o1 3 1062211JR INSTALLATION WITH FIN FRAME EMBEDMENT (-- EDGE SUBSTRATE DISTANCE EXTERIOR EDSHIM GE DISTANCE EXTERIOR ' O O FIN FRAME, HEAD INSTALLATION SH1M FIN FRAME, JAMB INSTALLATION SUBSTRATE 1 _ 1uulII�I \.YNN Af, 587 05 *; No. SHIM G' �R11 '•, g1ATE OF SUBSTRATE EXTERIOR /��'cic`SSIONPL owner• 0>ee aawrt REwa�nat araaoanu� J.ROSOWSKI 06117/11 VINYL im+exvana< rvR�exna�mr FIN FRAME, 0DPR0PXET W.110 0Ri OFTW SILL INSTALLATION xneey aax xaw�a awe mrwrru�®04w rr>a�woFxrmsmo-s INSTALLATION NOTES: 1070 TECHNOLOGY DRIVE NOKOMIS,FL34275 1)SEE SHEET 1 FOR SPACING REQUIREMENTS. FL CERT.OFAU7H.:29295 HORIZONTAL ROLLER INSTALLATION _ 2)SEE TABLE 3 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. A.Lym Miller,P.E. 3)MAX.SHIM THICKNESS TO BE 1/4". P.E.#68706 1"HR-410 NTS 3 of 3 1062211JR Florida Building Code Online Pagel of 3 PGT Vinyl Non-Impact Single Hung IR FlOr" a parvE(lt"� BCIS Home Log InUser Registration Hot Topics FSubmit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map i Links (Search Busines " J Professi I ►Product Approval R USER:Public User Regulation Product Aooroval Menu>Product or ADDlication Search>Application List>Application Detail FL# FL1435-R12 `° .. _ Application Type Revision Code Version 2010 Application Status Croved *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 Single Hung 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/IS2/A440 2005 AAMA/WDMA/CSA 101/IS2/A440 2008 ANSI/AAMA/WDMA 101/I.S.2/NAFS 2002 ASTM E1886 2005 ASTM E1996 2002 ASTM E283 2004 ASTM E330 2002 Equivalence of Product Standards Certified By http://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsbCUITKel20buttTa... 8/27/2013 Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option A Date Submitted 08/02/2013 Date Validated 08/21/2013 Date Pending FBC Approval Date Approved 08/26/2013 Summary of Products _.........-----.-._............ _.._--------- ......._.._-._–...------..�................ —..._ __ _... l FL# IlModel,Number IDescription 1435.1 SH-200(Prev.4000) Aluminum Single Hung Window(Std.Meeting Rail,inc. Pass-Thru) Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL1435 R12 C CAC Certification b.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 02/16/2015 Design Pressure:N/A Installation Instructions Other:Please see the Installation Instructions for FL1435 R12 II SH-200 STD.pdf design pressure,size and anchorage information.The Verified By: A.Lynn Miller,PE 58705 Pass-Thru version was not tested for water infiltration. Created by Independent Third Party: No Evaluation Reports FL1435 R12 AE Prod Eval SH-200.odf Created by Independent Third Party: No 1435.2 11SH-200 HD Aluminum Single Hung Window(with HD Meeting Rail) Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL1435 R12 C CAC Certification 200HD.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 01/08/2017 Design Pressure:N/A Installation Instructions Other:Please see the Installation Instructions for FL1435 R12 II SH-200 HD.pdf design pressure,size and anchorage information. Verified By: A.Lynn Miller, P.E.58705 Created by Independent Third Party: No Evaluation Reports FL1435 R12 AE Prod Eval SH-200 HD.pdf Created by Independent Third Party: No 1435.3 SH-400 Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL1435 R12 C CAC 190-777.pdf n a.+s... ... tsWe HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 01/21/2015 Design ressure:N/A Installation Instructions Other:Please see the Installation Instructions for FL1435 R12 II SH-400.1)df design pressure,size and anchorage information. Verified By: A.Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL143S R12 AE Eno Eval SH-400. df Created by Independent Third Party: No 1435.4 SH-500 JKFd5rd Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL1435R12 C CAC SH-500 Certification_B.gdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/27/2014 Design Pressure:N/A Installation Instructions Other:Please see the Installation Instructions for FL1435 R12 II SH-500.1)df design pressure,size and anchorage information. Verified By: A.Lynn Miller,PE 58705 Created by Independent Third Party: No Evaluation Reports) FL1435 R12 AE Eno Eval SH-500.)d Created by Independent Third Party: No 1435.5 IISH-800 jWinGuard Multistory Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL1435 R12 C CAC 190-427.0CAR.pdf Approved for use outside HVHZ:YesFL14,3..5_R12 C 8_OCAR..pat Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressure:N/A 09/07/2015 Other:Please see the Installation Instructions for Installation Instructions design pressure,size and anchorage information. FL1435 R12 II SH-800.pdf http://floridabuilding.org/pr/pi_app_dti.aspx?param=wGEVXQwtDgsbCUITKel2ODuttTa... 8/27/2013 GENERAL NOTES: 1)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO COMPLY WITH ANCHOR LOCATIONS&SPACING THE FLORIDA BUILDING CODE FOR THE DESIGN PRESSURES LISTED. 2)WOOD SUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2"THICK.1X WOOD BUCKS 20"MAX.O.C. 4-1/8"MAX ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.ATTACHMENT METHOD OF WOOD BUCKS SHALL BE DONE BY OTHERS. \ 3)SEE TABLE FOR MINIMUM EDGE DISTANCE FROM CENTER OF ANCHOR TO " t SUBSTRATE EDGE(EXCLUDING FINISH OR STUCCO). 6"MAX. 4)SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE 4-118" SUBSTRATE,USING SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. MAX 5)ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALLBE PROTECTED AS REQUIRED TO PREVENT REACTIONS.ALUMINUM SHALL BE PROTECTED FROM DISSIMILAR MATERIALS AS SPECIFIED IN FLORIDA BUILDING CODE CHAPTER 20. - 6)ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND FLANGE OR FIN. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF ADD 1 ANCHOR 52-1/8" 52-1/8" , INSTALLATION SHALL BE DONE BY OTHERS. AT MID-SPAN MAX.BUCK MAX.BUCK . FOR WW>32" 6"MAX 4-1/8" 7)MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE.2.7 KSI MAX CONCRETE AND CONCRETE MASONRY UNITS COMPLYING WITH ASTM C-90. --� `-•—4-1/8"MAX GLAZING COMPLIES WITH ASTM E1300-04. JJL 10"MAX 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. 9)IF THE EXACT PRODUCT SIZE IS NOT LISTED IN THE TABLES,ALWAYS ROUND 11-1/2 4-1/8" UP TO THE NEXT LARGER VALUE. / MAX MAX TABLE 1:FIN&FLANGE WINDOWS �— / 78" Buck 5izee Desi�Pressure�Certiflcatlon Test Re orfs 12 B CU KpMAX76" 6 ]9(1-7n FTL-641Q 6411 4 TABLE 2:FLANGE WINDOWS / 13-5/8" M�^ / I - Min.Edge Min. 78" . Anchor Typo Substrate Dist. Embedment MAX. Wood(Southern Pine) 7/16 1-3/8" BUCK #10 Steel SMS Steel Stud Gr 33 318" .045(18 GA) _ Aluminum-606345 319' 1/8" 6"MAX Steel,A36 318" 118" 3/16'Masonry Concrete 1" 13/8" �I— —� —4-1/B"MAX Anchor Hollow CMU 2-112" 1-114" FLANGE &EOUAL LEG FRAME FIN FRAME j NOTE FOR ALL NEPAL SUBSTRATES,SCREW EMBEDMENT SHALL BE MIN.3 THREADS BEYOND INSIDE FACE OF MATEFIAL. s TABLE 3:FIN WINDOWS 1.1 I I 1 11111 Mir.Edge Min. �� N"{L I Al/ i�7 D_or., Dm Mm.me narvavnnDltBLt�oxBVAmvrA� _ Anchor Type Substrate Dist. Embedment \�,��.0,••""- <<PROD J.ROSOWSKI 08101113 RIGID VINYL � V.CENSF '•.'P Armes neraRFarrmn .' 1-112'x.135" Wood(SDuthem Pine) 319" 1-7116" `r ;rtes o"a F" mrz�wrwrar+eiN �i Roofing Nall yt No.58705 Com x NEI[ Wood(SculhemPine) 3/8" 2-7/16' �.Camman Nell � #12Panhead Wood(SDulhemPine) 9116' 13/8" �•� ) L[I�1070TECHNOLOGYDRIVE T� 1. SMS AO•'.• STA O <(/ NOKOMIS,FL 34275 #1oTeurseswhead .. FLCEROFAUTH.:29296 SINGLE HUNG INSTALLATION Sd(Southern Pine) 7116' 13/8Dftm.WooA1 P.E..E.#58705 11110 NS i 1 Of 4 1032511JR INSTALLATION WITH FLANGE FRAME EDGE _ (FIN REMOVED) DISTANCE _J EDGE _ BS ATFj -I DISTANCE ST TE EMBEDMENT 4 � EXTERIOR J_ -'—-- - EMBEDMENT O I 1— 1X WOOD SHIM SHIM - oEXTERIOR EXTERIOR UBS 3-1/4" SHIM FLANGE FRAME,, JAMB INSTALLATION FLANGE FRAME, FLANGE FRAME, (DIRECTLY TO SUBSTRATE) HEAD INSTALLATION HEAD INSTALLATION (DIRECTLY TO SUBSTRATE) (USING 1X BUCKSTRIP) 4 EXTERIOR EXTERIOR EXTERIOR a0 v NO ANCHORS NO u ANCHH ORS Illl ANCHORS REQUIRED REQUIRED � ❑�� p SHIM WOOD `11�1Ill;l 111 j1j FLANGE FRAME, SHIM ZD F-11 SHIM JAMB INSTALLATION \��j.0.•""•"'I J<<�c`��i (USING IX BUCKSTRIP) 1X WOOD _ '; No.50705 .••. ' - SUB T �O'.• S LIh��:•�I \ FLANGE FRAME. ��'••.FlOR1//0"P••'•G\ SILL INSTALLATION ,S BS T �� ONA� (DIRECTLY TO SUBSTRATE) l T l till II I l FLANGE FRAME, SILL INSTALLATION J.oROSOWSKI a06I01113 RIGID VINYL � i eaalanzma^TErt crr�cr (USING 1X BUCKSTRIP) J.RO ®,amu fl"rotl B�: Orbz Ro,Eab'LL' NN PItOWR2TAftf:NJH1'lflUYUFY103 OO LS a®S fWY BF f b✓�P4 RD'I P�N i MT{I1PA1N1I7RVTREE113✓FSS>37Y//dfl6Y R✓1�4YO�RrTM6fR�S INSTALLATION NOTES: ® ° " 1070 TECHNOLOGY DRIVE 1)SEE SHEET 1 FOR SPACING REQUIREMENTS. NOKOMIS,FL 34275 TL- 2)SEE TABLE 2 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. FL CERT.OF AUTH.:29296 SINGLE HUNG INSTALLATION 3)MAX.SHIM THICKNESS TO BE 114". " _ six sx"a a—ivN. P.E.#50705 n" 4)ANCHORS HEAD TYPE MAY DIFFER FROM SHOWN. A.Lynn Miller,P.E. SH-400 NTS 2 0(4 1032511JR INSTALLATION WITH EQUAL LEG FRAME (FIN AND FLANGE REMOVED) , EDGE _ DISTANCE BST TE 1 4 SEKfSTRA E EMBEDMENT EXTERIOR EMBEDMENT � I 1 1X WOOD Arllb SHIM j��u��Eli ® SHIM 0 �, 0 o es TE/ ❑o SHIM EXTERIOR EXTERIOR EQUAL LEG FRAME, JAMB INSTALLATION (DIRECTLY TO SUBSTRATE) EQUAL LEG FRAME, HEAD INSTALLATION EQUAL LEG FRAME, (DIRECTLY TO SUBSTRATE) HEAD INSTALLATION (USING 1X.BUCKSTRIP) 4 EXTERIOR EXTERIOREXTERIOR I R NO FnTr (�( NO ❑ ANCHORS ANCHORS n REQUIRED ❑ (1 � REQUIRED ILIA o 4TESHIM ❑ ❑❑❑� WOOD �aU� C7 AL LEG FRAME, 11111 I I I f 1117j EQUAL LUUI o lll�� JAMB INSTALLATION SHIM SHIM (USING IXBUCKSTRIP) t��•'L1GEN,q•' /<<f�'�% 1X WOOD *' No.58705 '*' SU TRA ON C1 EQUAL LEG FRAME S ST TE �i�S (DIRECTLY TO SSILL UBSTRATE) EQUAL LEG FRAME, '��is l�NAL 1E 11\ f SILL INSTALLATION mer dog nErcoaunvtp¢avcwaamvuxm (USING 1X BUCKSTRIP) J.ROSOWSKI 08/01113 RIGID VINYL w Sr• ood: Rom.: AIm PlWPRZrARY.hV 0F7W uOaAGOM rSEIWORROMMON F00fSS CFPG 9"6M= wranev " Pm�csan'c�nrremusm�ss INSTALLATION NOTES: 1070 TECHNOLOGY DRIVE 1)SEE SHEET 1 FOR SPACING REQUIREMENTS. NOKOMIS,FL34275 Tlk 2)SEE TABLE 2 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. FL CERT.OF AUTH.:29296 SINGLE HUNG INSTALLATION 3)MAX.SHIM THICKNESS TO BE 114". S.In�nuoe.c sao: sic o�tone. Rnr. A Miller.P 4)ANCHORS HEAD TYPE MAY DIFFER FROM SHOWN. E 958705E SH-400 NTS 3 of 4 1032511JR INSTALLATION WITH FIN FRAME EDGE SU T T DISTANCE / EXTERIOR T SHIM OPTIONAL EDGE J aUFLANGE DISTANCE OPTIONAL FLANGE a EXTERIOR Da FIN FRAME, o HEADINSTALLATION °ao } SHIM FIN FRAME, JAMB INSTALLATION SUBSTRATE aooaO 111111lIrrr SHIM OPTIONAL ��\•t'rD�''%cEnls'/��F/��% FLANGE e'•.P No.58705 Sy ST E EXTERIOR _ 113 :1 FIN FRAME, ��•,•.. FTATE �F \�<(/\ SILL INSTALLATION •...LORIO' G�� O' A IGC;` an.,er• lk a nrmarat vfffmm�al�WWWMCWre� j J.ROSDWSKI 08101173 RIGID VINYL rrrs�vowrsc+ rsrv�wrcar�r wmtarwrsuo Oasmerm awmonuc - naroaey: a� nmcrmc oaaAmvru4rssus®oawtrxnuo�er � fs xsrormourrvA'mE&mwrens, rtracmoroFnrrnnusm�¢- INSTALLATION NOTES: ® f - 1070 TECHNOLOGY DRIVE } 1)SEE SHEET 1FOR SPACING REQUIREMENTS. NOKOMIS,FL 34275 TIDO' 2)SEE TABLE 3 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. FL CERT.OF AUTH.:29296 1 SINGLE.HUNG INSTALLATION 3)MAX.SHIM THICKNESS TO BE 114". s.awee.e sue; snur au*+rono. nn: A.Lynn Miller,P.E. P.E.#58705 SH-400 NTS 4 of 4 1032511JR