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HomeMy WebLinkAboutProduct Approval-Windows, Single Hung , Florida Building Code Online Page 1 of 3 • �� a, • T �,>r. tin t a . s ems+, - 'Z •-' $or. It 41 Negfili -ax, r42-i;,. k",s ice.*. .;"-a.' v._,' rA>rstA¢!iE .A3Gr Arat of, igi4k9',tLUttrr E`tgk BCIS Home Log In I User Registration Hot Topics Submit Surcharge Stats&Facts Publications 1 FBC Staff i BCIS Site Map Links 1 Search dFlorida rProduct Approval ti 3' I USER:Public User OPZIZV Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL239-R25 Application Type Revision Code Version 2017 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 0 i Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive North Venice,FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowskl 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 Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 • Equivalence of Product Standards • Certified By Product Approval Method Method 1 Option A • Date Submitted 12/08/2017 Date Validated 12/20/2017 Date Pending FBC Approval https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS 1 Bu8CAEm... 2/20/2018 Florida Building Code Online Page 2 of'3 Date Approved 12/25/2017 Summary of Products FL# Model,Number or Name Description 239.1 SH-200(Non-Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R25 C CAC 17063002.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact,Resistant:No 09/01/2021 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R25 II 17063002.pdf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: • 239.2 SH-600(Non-Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R25 C CAC 17063007.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 01/26/2021 Design Pressure: N/A Installation Instructions • Other:Please see Miami-Dade County Notice of Acceptance FL239 R25 II 17063007.pdf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.3 SH-700(Large Missile Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL239 R25 C CAC 17063008.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/26/2021 Design,Pressure: N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R25 II 17063008.pdf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports • Created by Independent Third Party: 239.4 SH-800(Large Missile Impact) Multi-Story Aluminum Single Hung Window • Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R25 C CAC 17063003.ndf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/03/2022 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance Fl 239 R75 II 17063003.odf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.5 SH-800(Small Missile Impact) Multi-Story Aluminum Single Hung Window Limits of Use ' Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R25 C CAC 17063004.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/03/2022 Design Pressure:N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL239 R25 II 17063004.pdf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. - Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.6 SH-5400(Non-Impact) Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R25 C CAC 17063006.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 07/30/2020 • Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R25 11 17063006.odf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.7 ISH-5500(Large Missile Impact) I Vinyl Single Hung Window https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS 1 Bu8CAEm... 2/20/2018 M IAM 1 DADE MIAMI-DADE COUNTY GOUT PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.govieconomy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of constriction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined byMiami-Dade CountyProduct Control � Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"SH-5400"PVC Single Hung Window—N.I. APPROVAL DOCUMENT:Drawing No.MD-SH5400-01 titled"Single Hung Window Installation-NI", sheets 1 through 12 of 12, dated 05/15/15,with revision B dated 06/06/17,prepared by manufacturer,signed and sealed by Anthony Lynn Miller, P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#16-0714.04 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. ;, 41-47 i _ NOA No. 17-0630.06 itiMIAMIOADE COUNTY Expiration Date: July 30,2020 '7-51 "?' `APPROVED. Approval Date: November 30,2017 �� �v�,� Page1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 15-0519.06) 2. Drawing No. MD-SH5400-01 titled"Single Hung Window Installation-NI", sheets 1 through 12 of 12, dated 05/15/15, with revision B dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system,Duraseal®spacer system, Super Spacer®NXTTM spacer system and XL Edge spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,P.E. (Submitted under previous NOA No. 16-0714.04) 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 5)Large Missile Impact Test per FBC,TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL-7964, dated 11/15/14, signed and sealed by Idalmis Ortega,P.E. (Submitted under NOA No. 15-0519.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated 05/15/15 and 08/29/17,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under NOA No. 15-0519.06) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). �`1 ce/ptue.C .-9,5 Manuel Pere .•. • Product Control E .min• NOA No. 17-1631 d 6 Expiration Date: July 30,2020 Approval Date: November 30,2017 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS(CONTINUED) 1. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA for their"White Rigid PVC Exterior Extrusions for Windows and Doors"dated 08/10/17, expiring on 02/28/18. 2. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their"Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and.Doors"dated 09/15/16, expiring on 04/16/20. 3. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors"dated 09/15/16, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014) and FBC 6th Edition(2017), dated June 22,2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated June 22,2017,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal issued by Product Control, dated 6/26/14 and revised on 8/19/14, signed by Jaime Gascon,P.E. Supervisor,Product Control Section. (Submitted under NOA No. 15-0519.06) 4. . Proposal No. 16-0125 issued by the Product Control Section, dated March 09,2016, signed by Ishaq Chanda,P.E. (Submitted under previous NOA No. 17-0714.04) G. OTHERS 1. Notice of Acceptance No. 16-0714.04,issued to PGT Industries,Inc. for their Series "5400"PVC Single Hung Window-N.I. approved on 08/18/16 and expiring on 07/30/20. a, �� Manuel P ' :.E. Product ControE� xam.l er NOA No. -1.•0.06 Expiration Date: July 30,2020 Approval Date: November 30,2017 E-2 • • ANCHORAGE EXAMPLE FOR 28-1/8"MAX.O.C. 21-5/8' ANCHORAGE EXAMPLE DESIGN PRESSURE RATING IMPACT RATING RADIUS-TOP 52-1/8'MAX.BUCK WIDTH -.— MAX.O.C. FOR ARCH-TOP VARIES PER REINFORCEMENT NOT RATED FOR HEADER(SIM. 12"MAX.FROM HEADER(SIM.FOR ALL LEVEL,SEE SHEETS 6-7 IMPACT RESISTANCE FOR ALL // FRAME SEAM —� 30' 12"MAX- / WINDOW TYPES) WINDOW TYPES) \ B.SEE MAX.O.C. �t ----. ---LLL II I SHEETS ` 1 I I J / 52-1/8"MAX.BUCK WIDTH I A SEE --I--I 1 10"MAX.FROM SEE SHEETS—i--- -- 1-1/4' I B,SEE_._,_._+-30'MAX.O.C. �4�� 12"MAX SHEET 3 FIXED VISIBLE 12"MAX. (� FRAME SEAM D.SEE _— 8 8 9 1j SHEETS I t ` 1 SHEET4 I LIGHT WIDTH I—�— I �+ A.SEE T- —-17 A I I SHEET 3 -_— 'I 30'MAX.O.C.-�I C,SEE a= . • SHEET 31` I 12"MAX ��I-12"MAX. SHEET Ai--. .—.�.I 1 - - / EQUALLY I FIXED SPACED / LI GHT 17-7/8 MAX.O.C. SHEET 3i_—_._.�, I 12'MAX. i EQUALLY I 17-7/8'MAX.O.C. _ - ANCHORSPER / SPACED I TABLES HEIGHT —L EQUALLY I / 17-7/8'MAX.O.C. I j / -- - -84' - _--- ANCHORS PER I 91.78" SPACED � — j BUCK TABLES 6 8 7 ,� / I I / MAX. ANCHORS PER O I / 84' _j BUCK TABLES 687 — I 62' I MAX. _ " HEIGHT MAX. i I HEIGHT I I 1 �— — T BUCK AS SHOWN BUCK --"i 1U'MAX.r.C. 1 x 10"MAX.O.C. HEIGHT — X I u 10 O.C. X Lf — — 1f I HEIGHT X 4 (M ; { -'---_ 1---/'---- - - I /...__._ _ •3/A MAX.O.C.EQUALLY 13-3/4'MAX.O.C. EQUALLY 113-3/4" .O.C. EQUAY — —SPACED I _ SPACED / yVISIBLE LIGHTj 1 SPACED L � SEE + ANCHORS PER I ANCHORS1ABLES6& '� HEIGHT 1 ATABLORS E568�7 - — I -- i SHEETS I 1C TABLES 687 I / — AlI 7;.--1 A l I I A 889 • I 1 _ i 1 • i tl•�6-112'MAX r r I -- ,_,, s-t/2°MAX. �— --- /;16-112"MAX. —I1` 1 --JNO ANCHORS AT SILL ` —fNOANCHORS AT I _ 'NO ANCHORSATSIL�'-• I p . ( B�_--- I B r D ---•—J 1-114' SEE SILL WEEP- \ SEE SILL WEEP- SASH VISIBLE �. SEE SILL WEEP- / NOTCHSEE SILL WEEP- 52.118"MAX.BUCK WIDTH NOTCH DETAILS, NOTCH DETAILS, 52-1/8'MAX.BUCK WIDTH j� NOTCH DETAILS, NOTCH DETAILS, SHEET3 _— LIGHT WIDTH SHEET3 SHEET3 SHEET4 • • ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEUPROVIEW CONFIGURATION SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL-FIN 75'HEIGHT SEE TABLES 4-7 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GENERAL NOTES:SERIES 5400 NON-IMPACT RESISTANT SINGLE HUNG WINDOW 1)THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). GENERAL NOTES 1 2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. ELEVATIONS 1 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, FRAME,GLASS 8 ANCHOR OPTIONS 2 ASTM COO CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. INSTALLATION,FLANGE&EQUAL LEG/BOX.....3 4)ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS INSTALLATION,INTEGRAL FIN&J-CHANNEL...4 DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN GLAZINGDETAILS 5 AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). DESIGN PRESSURES 6-7 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INST.ANCHORS 8-9 EXTRUSION PROFILES SHOULD BE SEALED.OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. ANCHOR QUANTITIES10 6)1/4'MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMSCAPABLE OF TRANSFERRING APPLIED LOADS. ASSEMBLY&PARTS SLIST 11-12 7)DESIGN PRESSURES: A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TESTING AND GLASS PER ASTM E1300. CODES/STANDARDS USED: B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TESTING AND GLASS PER ASTM E1300. •2017.FLORIDA BUILDING CODE(FBC),6TH EDRION C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. .2014 FLORIDA BUILDING CODE(FBC),5TH EDITION 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE HAS •ASTM E1300-09 NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT •ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. •ALUMINUM DESIGN MANUAL,ADM-2015 PRODUCT REVISED 19)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISD(CTION. •SISI S100-12 l dicong Code with the Fk tsta 10)REFERENCES:TEST REPORTS FTL-7984;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NOA;ENERGI WINDOW AND DOOR PROFILES,LTD WHITE&BRONZEJLIGHTER •AISC 360-10 AccEpI500o No/ -f'. O.D SHADES OF CAP COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSVAF&PA NDS&ALUMINUI IESIC)N1MAFF).JAL E„i,R1io Dale II(I! T# / 2D 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. \\%�'O0 LYNN'/'/, Revision: �- 1 USER INSTRUCTIONS: `' '‘`-‘••••LICENgF M/� ' ./.—..Ii, UPDATED TO FBC 2017.-JR- Miun;,‘“ro1,;x; , 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENINGS DESIGN PRESSURE REQUIREMENT FROM ASCE 7. * NO,58705 '.' % 06/06/17 ill 2)DETERMINE 7HE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. _ *_ 3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN = = Description: Drawn PRESSURE FROM TABLES 4 OR 5.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW •--.:73,,.... G •1 1 - 1070 TECHNOLOGY DRIVE GENERAL NOTES&ELEVATION • J ROSOWSKI OPENING OBTAINED IN STEP 1. T (V� 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 6 OR 7.VERIFY THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS �' S TE 0 (G N.VENICE,FL 34275 FOR YOUR OPENING'S CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET-SET ARE MET. ',C' •'•FLORIDA,. . Title: Dote: 5)INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. ',''Sis,ONAL�NG```� (841}48cDPrnIGHr°am7 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 /../111111\\\ PGT INDUSTRIES.INC. Series/Model: Scale: Sheet: Drawing No. Rev. NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, ALL RIGHTS RESERVED INTEGRAL FIN OR EQUAL LEG/BOX). A.LYNN MILLER,P.E. SH-5400 NTS 1 OF 12 MD-SI-15400-01 B P.E.F 58705 CERT.OF AUTH.829298 • TABLE 1:ALLOWABLE GLASS TYPES Glass Design Pressure Frame Glass Frame Frame Type Description(Listed from Exterior to Interior) Table#1Sheet# Types Options Congga Shapes Installation Options that may be used 1 3/4"-LG.:1/8"A Exterior Cap+1/2"Afr A Space+1/8" Exterior Cap 4 6 (see Flg B) (see Table 1) (see Fig A) (see Flg C) 2 314"I.G.:1/8"T Exterior Cap+1/2"Air Space+1/8"T Exterior Cap4,5 6,7 ....into 2X Wood Frame/Buckstrip-sheet 3,option 1 P Equal-Ute, Square/Rett., Flange Through the frame ....into Concrete/CMU-sheet 3,option 2 3 314"I.G.:3/16"A Exterior Cap+3/8"Air Space+3/16"A Exterior Cap 4,5 6,7 #2 1-4 Oriel/Proviiew Arch Top& of the window 4 3/4"LG.:3/16"T Exterior Cap+3/8"Alr Space+3/16"T Exterior Cap 4,5 6,7 ( ) &Cottage Radius-Top ....through 1X Buckstrip into Concrete/CMU-sheet 3,option 3 'A'=ANNEALED;'r"=TEMPERED ....Into Metal-sheet 3,option 4 ....Into ZX Wood Freme/Buckstdp-sheet 3,option 1 Box/ Equal-Ute, Square/Reel., Through the frame ....Into Concrete/CMU-sheet 3,option 2 - - Equal-Leg 1-4 Oriel/Preview Arch-Top& of the window ....through 1X Buckstrip into Concrete/CMU-sheet 3,option 3 Cottage 2'ALLOWABLE ANCHORS THROUGH THE FRAME (#4) &Cottage Radius Top Min.Edge Mln. Material .1 Min.Fy Min.F„ ....into Metal-sheet 3,option 4 Group Anchor Substrate Distance Embedment'. Steel Screw 92 ksi 120 ksi Through the ....into 2X Wood Frome/Buckstrip-sheet 4,option 5 Equal-Ute, Square/Rect.,Integral fn ....into Metal-sheet 4,option 7 P.T.Southem Pine(SG=0.55) 7/16" 1-318' 18-8 Screw 60 ksi 95 hot • J-Channel 1-4 Oriel/Purview Arch Top& P 010 SMS Steel,A36• 3/8' 0.050" 410 Serew 90 ksi 110 ksi (#1) &Cottage Radius-Top Through the frame ••••into 2XWood Freme/Buxkatrip-sheet 4,option 6 (steel,18-8 S.S. - Elco Aggre-Gator® 57 ksi 96 ksi of the window ....Into Metal-sheet 4,option 8 Steel Stud,A653 Gr.33• 318' 0.0451"(18 Ga.) - Through the ....Into 2X Wood FremelBuckstd or 410 S.S. Elco UttreCart® 155 ksi 177 ksi p-sheet 4,option 5 A Aluminum,6063-T5• 3!8• 0.050" 410 SS Elco CreteFlex® 127.4 ksi 189.7 ksi Equal-Ute, Square/Rect.,Integral In ....into Metal-sheet 4,option 7 P.T.Southam Pine(SG=0.55) 7/18" 1-3/8" Integral Fin 6063-75 Aluminum 16 ksi 22 ksi 1-4 O8,Co to ew Arch-Top& ,,,,into 2X Wood Frame/Bucksld sheet 4,o lion 6 3/16"steel Ultracon Concrete(min.2.85 ksi) 1" 1.3/0" A36 Steel 36 ksi 58 hot (#3) &Cottage Radius Top Through the frame p- P Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" Gr.33 Steel Stud 331101 45 ksi of the window ,...into Metal-sheet 4,option 8 P.T.Southern Pine(SG=0.55) 9/16" 1-3/8" #12 SMSFIGURE A:FRAME CONFIGURATIONS FIGURE B:FRAME TYPES (steel,18-8 S.S. Steel,A36• 318' 0.050" or 410 S.S.) Steel Stmnu,,60 3 r.T 33• 3/8" 0.0451"(1883"Ga.)• 6 Aluminum,8063 T5• 3/8" O.OB3" 1/4"steel Ultraoon P.T.Southern Pine(SG=0.55) 1° 1-3/8" � 0 01 1/4"steel Creteflex P.T.Southern Pine(SG=0.55) 1' 13/8° o� • 1/4'steel Aggre-Gator P.T.Southern Pine(SG-0.55) 1" 1-3/8" fj ani o- - (�(t BOX OR �/ FLANGE �. > EQLEG I 1111fr Concrete(mm.2.85 ksi) 1' 1314" SII �j q 1!4'steel Ultmcon C Ungmuled CMU,(ASTM C-90) 2-1/2" - - - I 1/4"steel Creteflex Concrete(min.3.35 ksi) 1" 1-3/4° EQUAL-LITE ORIEL COTTAGE r�I,� i, 1/4"steel Ultraccn Concrete(min.2.85 ksi) 2-1/2" 1-3/4° FIGURE C:FRAME SHAPES Concrete(min.3.35 ksi) 2-1/2" 13/4° BUCK WIDTH-.- BUCK WIDTH BUCK WIDTH 1/4"steel Creteflex - -"'( H---� D Ungrouted CMU,(ASTM 0-90) 2-1/2" 1-1/4' •_-__,__.. --- r..�� m�� 1/4"steel Aggre-Gator II it Concrete(min.3.275 501) 1-1/2" 1-3/e" alj 1 ` • Grouted CMU,(ASTM C-90) 2" 2" _ // _ T = j O 0' O O' •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. x IIw w ~ wT J-CHANNEL INTEGRAL -�>— 1 'UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. x .___-...—_ x - 0 x ---I 1- �( FINEl /� m m '�_ �r� r / t _t T p TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN RECTANGULAR RADIUS-TOP ARCH-TOP Min.Edge Mln. WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY PRODUCT REVISED Group Anchor Substrate Distance Embedment" BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING "s complying with the Flcrhin DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM Building Code t "I 006 E 2-1(T x.131"Common Nail P.T.Southern Pine(SG=.55) 3/8" 2-7/16' THE TABLES ON SHEETS 6-9. `ttl111111/y A�'�N �� id� � 2-1/2"Ring-shank Roofing Nall P.T.Southern Pine(SG=.55) 3/8° 2.7/18' • `\`\l ''11, Revision: // P.T.Southern Pine(SG=.55) 1/2" 1-3/8" ,• CENsF �1e 1/��e ANCHORS RE-GROUPED. try " ' #10 Trussheed SMS 11 Mak ,Unda1 roduct,•,>,8. (steel,18-8 S.S. Aluminum,6063-Ts• are• 0.050" •'..-/-IS, -JR-06/06/17 or 410 S.S.) Slee)Stud,Gr.33• 3/8" 0.0451"(18 Ga.) _* No.58705 F Steel,A36' 3/8" 0.050" - :*_ © oro.,, ay: Description; P.T.Southern Pine(SO=.ss) 9/18• 1-3/8" p , �= 1070TECHNOLOGYDRIVE GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI #12 SMS Aluminum,6063-T5• 3!8" 0.083" 'fl 8 OP N.VENICE,FL 34275 (steel,18-8 S.S. i '• rine' mer or 410 S.S.) Steel Stud,Gr.33• 3/8" 0.050' ��(";•"-- ORIDP,.•'G��`' (941)480.1600 Steel,A36" 3/8" a.oso" .'/..6./6 EN�� „ a,,,, SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 .,, NAL t 111�x RINDUSTRESERVED Sodas/Modal: Scale: Sheet: Drawing No. Rem •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. A.LYNN MILLER,P.E. ALL SH-5400 NTS 2 OF 12 MD-SH5400-01 B P.E.#68706 CERT.OF AUTH.#29288 • INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATIONANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETE/CMU. • OPTION 1 { -I EDGE DISTANCE ANCHORED THROUGH I SEE NOTE 2,THIS SHEET. rte— EMBEDMENT EMBEDMENT • -�� FRAME INTO 2X WOOD -- --.- 1•+- 1/4'MAX SHIM 1/4"MAX SHIM ' FRAME OR BUCKSTRIP, � ° "j— , SEE NOTE 2,THIS SHEET. ,.:r .....01 -i— EMBEDMENT rr '_ SASH VISIBLE • _ • EDGE • EDGE ••^ I JEL J 0 LIGHT WIDTH 0 [,�� C I . DISTANCE FLANGE FRAME i_t� i- L..--., II.-: ❑n DISTANCE _ R 1 I •,'o SHOWN H - - I' , 1J (' / • + < 1'J-- Q BALANCE ,.,4( UI J`ai.❑-11/4"MAX •Ai1 ®TYPE VARIES -•— „.13, L g- _ ___i___TT,Y•PPEANCHOR_____ TYP.ANCHOR TYPE, WITH SASH Q i SHIMQ •e - EMBEDMENT 1 EMBEDMENT AND II WEIGHT L • © 1--------]_ -_ a TYP.ANCHOR TYPE, EDGE ° 6 AND EDGE � EMBEDMENT AND EDGE DISTANCE PER T,,,...," / A 31 �,�\ I�C / '••' EDGESDISTANCE UBSTRATEI � �� DISTANCE PER SUBSTRATE, SUBSTRATE, -I0.=''' A 1I // . SEE TABLE 2,SHEET 2. ' (fir J • - DISTANCE SEE TABLE 2, �I 1�-. j 18 - SEE TABLE 2,SHEET 2. �D� -•� EXTERIOR0 I�L� \`` - '.IJ SHEET 2. • 4 C, �J FIXED VISIBLEO FIXED 19 ®i OPT.SASH TOP FLANGE LIGHT WIDTH I EQUAL •° • VISIBLE �T� LIFT RAIL FRAME I © , , ILEG/BOX LIGHT Iy"� NOTES: SHOWN r - BUCK WIDTH 111 FRAME FOR ALL WINDOWS' HEIGHT j 1ANCHOR x©3.55" 1)USEONLY HORIZONTAL SECTION A-A SHOWN • J_-- I ® I ° ® FCROMER,D AND AT SUBSTRATE-APPROPRIATE • I ;• - j FOR WINDOWSANCHORS LISTED ON TABLE 2/ SHEET 2.FOLLOW EMBEDMENTAND DARE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. 1,} OVER 36'WIDE: EDGE DISTANCE LIMITS.ANY® 0 ' , '`ii ADD ADDITIONAL INSTALLATION OPTION SHOWN MAY MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLE 2,SHEET 2 • . ��I! m 46 47 35 FROM END.SCREWS 16-3/8" BE USED ON ANY SIDE OF THE �I FOR WINDOWS WITH WINDOW. 1/4"MAX. ��'" BOTTOM LOCKS: SHIM _ BUCK I 2)MASONRY ANCHORS MAY BE /i10 OR HRI STEEL -1 _ 1/4"MAX. ®i Lj:=1 AOO ADDITIONAL SELF-DRILLING SHIM HEIGHT ,--} O• =�•f ! USED INTO WOOD AS PER TABLE 2, //�/> !I.� SCREWS Q8.3/8" SHEET 2.ALL WOOD BUCKS LESS /(� SMS(BLE SEE imir.r.I FROM END. I r� TABLE 2. (]� • � ' THAN 1-1/2"THICK ARE TO BE / • SASH CONSIDERED 1X INSTALLATIONS.1X 71r l X I SHEET 2. lorEXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO ••11te•,��� ,••nl•e�u HEIGHT SUBSTRATE.WOOD BUCKS y ] 11 /� • • 16 DEPICTED AS 2X ARE 1-1/2'THICK ••• OPT. 0 USE EITHER OR GREATER.1X AND 2X BUCKS E ^ I -•�•;,, LATCH OR (WHEN USED)SHALL BE DESIGNED n= / . (2)1" 0 30 , ,.., i 64 BOTTOM LOCK. (TO WHEN U ED) TRANSFER LOADS TO FLANGE / �LIF-7= ' r_ EIL EQUAL / D� INTERIOR ® �' ' l, TESTED UNIT THE STRUCTURE.WOOD BUCK FRAME �/ 1nI � `Sr LEG/BOX I ,i_•� • WEEP rilaii • LOCATION:6-5/8" DESIGN AND INSTALLATION IS THE SHOWN upp _ ��� •(��p ff NOTCHES AT (1)-\ .T ti FROM SASH END. RESPONSIBILITY OF THE ENGINEER __!L!L ] I / _�=7 SHOWN EACH END. OR ARCHITECT OF RECORD. �� EXTERIOR I "_ ss 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION INSTALLATION 0 4 O (ALSO REFERRED TO AS DAYLIGHT • PRODUCT REVISED I OPTION 4 OPTION 4 } �, g7 OPENING)IS MEASURED FROM as complying with the Florida r 1l4'MAX SHIM BEADING TO BEADING. ANCHORED THROUGH ANCHORED THROUGH Building Code EQUAL-LEG/BOX _ _ FRAME INTO METAL FRAME INTO METAL Acceptance No I -e • 0 P / r V 1111111 Illi/. Ex eptinc No imp'FRAME SHOWN ■;If-1�7o�1r1. „\`1�ONY LYNN%„ Revision: eY /u yi .27"X1.25' `.�1�,•• OCENSF•..4,% >� NO CHANGES THIS SHEET. r,�;�; -aeP.a<to<e NO WEEPHOLE REQUIRED • IN VISIBLE LIGHT FORMULAS �' No.58705 /_ 2.8rW/COFROM RMO ,•• 3 FLANGE OR =* _ • 2.BT FROM 38 ' EQUAL-LEG WIDTH EACH END. 64-74-1.2-W-- LL *- co11116.31 Description: Drown By: FRAME SILLS ©SASH:BUCK WIDTH-6-1/2• -7.1 lac ©FIXED LITE:BUCK WIDTH-4-318' ��.�. J J�-.,'cr_ 1070 TECHNOLOGY DRIVE FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI -.....y,,... ST TE O 11./Z. N.VENICE,FL 34276 . Gate: HEIGHT• (EQUAL-LITE) :,Os''-:1,<ORIDA•,-'•r� (941)-480.1600 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 -. VERTICAL SECTION B-B BUCK HEIGHT/2-3-15/16" �/- 6s/ONAL ENG.`S CCPTWGHfom,7 (///11111111\1 • POT INDUSDeE&INC. Series/Model: Scale: Sheet: Drawing No. Rev. A.LYNN MILLER,P.E. ALL RIM'S RESERVED SH-5400 NTS 3 OF 12 MD-SH5400-01 B _ __ - P.E.N 58705 CERT.OF AUTH.#29298 ' INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO ANCHORED THROUGH INTEGRAL FIN 2X WOOD FRAME OR BUCKSTRIP.SEE INTO 2X WOOD FRAME OR INSTALLATION OPTION 5 EMBEDMENT NOTE 2,THIS SHEET. BUCKSTRIP.SEE NOTE 2.THIS SHEET. Pet— EDGE DISTANCE ANCHORED THROUGH INTEGRAL F^- EMBEDMENT t —4.-1 1 FIN INTO 2X WOOD FRAME OR �1/4"MAX SHIM 1/4"MAX SHIM — I BUCK-STRIP.SEE NOTE 2.THIS =EDGE DISTANCE 11\ SHEET. II TYP.ANCHOR TYPE, SASH VISIBLE J-CHANNEL �� �`� EMBEDMENT AND EDGE illiirni 18 LIGHT WIDTH r L��7❑_L ` JI 1 FRAME DISTANCE PER SUBSTRATE. I-• J ...... • 1 SHOWN r to _ SEE TABLE 2,SHEET 2. A ' 1-10 C`t --- � I (SCREW SHOWN) 44 BALANCE "Y i-y I EMBEDMENT __ ____ =f—I • umianuumi.�,,-' JI TYPE VARIES --,..---14 ` I� 1/4"MAX SHIM _'1-42 WITH SASH \may A - \ ___.__—____ _ _ ____ ________ O �\ TYP.ANCHOR TYPE, EMBEDMENT AND EDGE EDGEinil I� 1 WEIGHT 54 N0 r l' VV DISTANCE \_/ I l _ DISTANCE PER SUBSTRATE, L __I peri ,,,,,,,,,,,,„,,•,„”- ® "���� 1I I EE TABLE 3,SHEET 2. r�JJ[ 7 � :��i B7 la t (NAIL0 SHOWN) l / ��- EXTERIOR lU\\ I TYP.ANCHOR TYPE, — �(_ © INT FIN DIST NCE P RSD BSTR FIXED VISIBLE V FIN DISTANCE PER SUBSTRATE, FIXED 19 Niit ®i OPT.SASH TOP I LIGHT WIDTH FRAME SEE TABLE 3.SHEET 2. J-CHANNEL SHOWN (NAIL SHOWN) VISIBLE 1TCll LIFT RAIL FRAME + ,LIGHT HEIGHT — FOR ALL WINDOWS: NOTES: SHOWN 1 ANCHOR @ 3.55° . BUCK WIDTH FROM END AND AT 1)USE ONLY l ® HORIZONTAL SECTION C-C • ' CENTER. SUBSTRATE-APPROPRIATE �_�_� ® FOR WINDOWS ANCHORS LISTED ON TABLES 2&3 I,U ��= OVER 36°WIDE: OF SHEET 2.FOLLOW EMBEDMENT DADE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. 73 r [ 4" 1/4"MAX. _� _ L 0 �t:r it ADD ADDITIONAL AND EDGE DISTANCE LIMITS.ANY SHIM MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLES 2&3,SHEET 2. -I I LJ' i 000 @ INSTALLATION OPTION SHOWN MAY \ �i'�I_ 1. SCREWS 16-3/B" r l 35 FROM END. BE USED ON ANY SIDE OF THE WINDOW. re.,i. / FOR WINDOWS WITH s'I'� • BUCK BOTTOM LOCKS: 0,101 #10 OR 012 STEEL \ 1/4"MAX. HEIGHT 0 ' �,-h ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE SELF-DRILLING SHIM —.(I -� 'i1 '�-�' LI SCREWS @&318" USED INTO WOOD AS PER TABLE 2, / SMS(G5).SEE «r' I 11 FROM END. SHEET 2,ALL WOOD BUCKS LESS TABLES 2&3, �� i❑�� THAN 1-112"THICK ARE TO BE SASH CONSIDERED 1X INSTALLATIONS. SHEET 2, EXTERIOR IX WOOD BUCKS ARE OPTIONAL IF i/y� �I <1 HLIGHT USE EITHER UNIT IS INSTALLED DIRECTLY TO / ' ,��nlG.ii1':D InlEIGHT k LATCH(SHOWN) SUBSTRATE.WOOD BUCKS • 0 IIIILL��PP` 1 B LOCKOR CH M DEPICTED AS 2X ARE 1.112-THICK li -\OPT. 0 (SHEET 3). OR GREATER.1X AND 2X BUCKS /\ ti •� i (WHEN USED)SHALL BE DESIGNED TESTED UNIT FINANDlOR(2)1' 81 1 t qCi) TO PROPERLY TRANSFER LOADS ,21 '�� r•.} / 'jiiriFIBrrhaINTERIOR ® ��^ FROM SAS END TO THE STRUCTURE-WOOD BUCK �7� FLGEREMOVED% /, - WEEP 1 ` FROM SASH END. DESIGN AND INSTALLATION IS THE I (] �tttt� IN-FIELD / �� NOTCHES AT `��I RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN �..t=/ 1� EACH END. I 1J NO ANCHORS OR ARCHITECT OF RECORD. FRAME SHOWN �"LJ y�j REQUIRED IN FRAME" \ SILLS IF ANCHORING 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION EXTERIOR INSTALLATION 0 �� THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT OPTION 7 OPTION 8 PRODUCT REVISED OPENING)IS MEASURED FROMas complying with the Florida ANCHORED THROUGH FRAMEINTO _ 1/q"MAX ANCHORED THROUGHBuilding Code INTEGRAL FIN �. _ BEADING TO BEADING. FRAME SHOWN I}-' I �0 SHIM 00111,,,„ INTEGRAL FIN INTO METAL METAL(INTEGRAL FIN/FLANGE REMOVED) Acceptance Me 1 •I• 0.14, L 't I. o1-117 ��7 •r, ReNelon: Expiration ado 111111141 OR) 27X1.25'WEEPHOLE - `��‘ ONV LYN/y�/.,��� By v./I..-,- \w/covER@2.e7 I TI ��'�IGENS re----qo NO CHANGES THIS SHEET. 36 FROM EACH END, I F ':�� Mtami c Product Cori, ,,t -- 1 VISIBLE LIGHT FORMULAS ; : 9 TYP.ANCHOR TYPE, IW. c. T _*: No.58705 EMBEDMENT AND EDGE bis EDGE DISTANCEyWIDTH - _n .' DISTANCE PER SUBSTRATE, 1 ©SASH:BUCK WIDTH-6-1/2" _ _ Description: Drain,BY: SEE TABLE 3,SHEET 2. �y EMBEDMENT @ FIXED LITE:BUCK WIDTH-4-3/8" ;�: 6 f."7..141/.:.:.' Q'` 1070 TECHNOLOGY DRIVE J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI (SCREW SHOWN) %O S ATE O '•�- N.VENICE FL 34275 HEIGHT(EQUAL-LITE) '� F lite: Date: INSTALLATION OPTIONS VERTICAL SECTION D-D BUCK HEIGHTl2-3.15/16" its ,e, liths•\2,� (941}46o+s6o SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 ANCHORED THROUGH INTEGRAL FIN ''0S�ONAL EAG\� COPYMGRiO2017 7111111111111 POT INDUSTRIES.PM Series/Modek Scale: 'Sheetr Drmdng No. Rey. INTO 2X WOOD FRAME OR BUCK- Al MONKS RESERVED STRIP.SEE NOTE 2,THIS SHEET. A.LYNN MILLER,P.E. SH-5400 NTS 4 OF 12 MD-SH5400-01 B • P.E.#58705 CERT.OF AUTH.#29296 3/4"NOM. r_ —1 3/4•NOM. Ie— —1 3/4"NOM. r+ .1 3/4"NOM. 1-..— 1/8"A GLASS 1/8"T GLASS 1 3/16°A GLASS 3116"T GLASS \ 1/2"AIR SPACE \ 1/2"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE \ 1/8"A GLASS \\ 1/8"T GLASS 3/16"A GLASS 3/16"T GLASS 1 EXTERIOR ' <\ •/ EXTERIOR J EXTERIOR a EXTERIOR \. ® �� \ ® 16E4 ® la 7679——f� GLASS TYPE 1 GLASS TYPE 2 GLASS TYPE 3 GLASS TYPE 4 ® I 12"NOM.GLASS BITE TYP. . 0 010-AAPI 0 . EXTERIOR® i tr J 75 a l Ihii i 0 PRODUCT REVISED 09 complyingwith the Flanda Building Code r 0 ,�0�O `���11Y LYNN sep�iell Imo t11( i� 20 ma 1�r_ '.`s1,U'......... .' Revision: Ir �2�.; 1,\CEN,g-M``�P j)P NO CHANGES THIS SHEET. Nrau�xle.. 'CVA. TYP. GLAZING DETAIL• i...--* ND.58705 ��.�. � :�._ _ V® tion: Drawn By: �'OO,�•.. 6 AT«../.4,. 1070TECHNOLOGY DRNE GLAZING DETAILS J ROSOWSKIOLAZINO NOTES: ',' MI8: Date: '�'cs`s/ONAL ENG`=: (341)-430-1600 N.VENICE,FL• 276 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 'A'=ANNEALED /'1//1111111`1 aOPYPomIT o 2017 'T'=TEMPEREDIPOTU.R1MUHiBMER IEIINC. Seriee/Model: Seale: Sheet: Drawing Na. Rev. • A.LYNN MILLER, SH-5400 NTS 5 OF.12 MD-SH5400-01 B • P.E.#50705 CERT.OF AUTH.N29�0 TABLE 4: . 0595 POO 89194790147 S0*n • 080100 Prea9afe(016116 1.4 Dmcl5an fa Own 1930h1 WIeT.10.1 C.a.0 We+55W 92.0'4 Wndo*BuckWldth(In) • RI 11e0 Stam M) 38 54 32 36 40 48 52125 235 E9..30e 16.394 450.0 -1000 +60.0 -1000 .60.0 -100.0 95.0 .100.0 4600 403.0 450.0 89.0 +50.0 -92.0 sIa0N05.392 14.511.15,670 +60.0 -100.0 .00.0 -100.0 .00.0 4050 +50.0 -1010 +00.0 490.0 +50.0 820 4500 90.0 20 EquaHlb 11.683-14.516 +50.0 -1000 *50.0 -100.0 +50.0 -4130D +50.0 -100.0 +50.0 -1150 450.0 -100.0 +50.0 87.1 . 69 840Plefa6 11.377-11.582 *50.0 -100.0 .500 -490.0 +91.3 •100.0 +50.0 403.0 +50.0 -11.0 .60.0 -1010 0500 94.0 146.4 23.661-26166 +60.0 4000 460.0 -700.0 +60.0 -100.0 .30.0 •100.0 080.0 403.0 +80.0. 880 +500 -77.9 • ' Shot.Cottage 20.955-23510 +50.0 400.0 +50.0 -11,0 .50.0 -100.0 .5.0 -190.0 +50.0 -193.0 +50.0 88.0 +500 .78.1 • JC1IJ1�� 37.375 80521-853 17.611-20.951 .50.0 -1010 +60.0 •100.0 +00.0 •100.0 +50.0 -100.0 400.0 -100.0 .+00.0 -00.0 4600 .70.0 V OI310.0 Plebes 00 14.517.17.516 .50.0 -10 .60.0 -100.0 +50.0 -100.0 460.0 •100.0 4500 -100.0 450.0 84.2 +5011 -752 SIw0e91 11.371-14.515 *50.0 -100.0 .50.0 •100.0 +60.0 -100.0 +50.0 -100.0 +50.0 -100.0 450.0 01.0 .50.0 •73.0 Z,i T.IM8t 21.583-31.011 +60.0 •1000 +500 •-100.0 4910' •100.0 +500.0 87.0 +500 89.0 +50,0 •76.0 0500 -71.0 -- Gust=She 26.517-27.582 +00.9 4010 +50.5 -11,0 +00.0 -100.0 5000 -100.0 +60.0 -11.0 ::.69,0 432.3 450.0 .72.0 1 I1 HEADER_ sWtivd Cdgs b 23.517-26 -100 516 060.0 0 *50.0 -600.0 .91,0 400.0 .60.0 -100.0 4590 480.0 +500 49.0 4000 -10.9 •1 44 58•1488 x0.517-23 1. 510 .50.0 -100.0 +60.0 -10 *50.0 -100.0 +50.0 -190.0 *500 -110 0500 .783 450.0 .70.3 Standmtl PIOAOW 17.517-20.515 450.0 -10.0 090.0 -100.0 491.0 •190,0 400.0 -480.0 +50.0 -11.9 +50.0 -78.5 +500 -70,4 totem Sts 14617•17.516 450.0 400.0 +50.0 -190.0 4910 -100.0 003.0 -100.0 450.0 -1000 +50.0 -79.5 +50.0 -71.2 • 51081.1 11377.14.515 +50.0 -1000 +50.0 -190.0 .01.0 -1000 .50,0 -103,0 0500 44.1 +50.0 9550 .500 -719 1.38a1 31083.35.911 +60.0 -1000 .50.0 -100.0 +59.0 .90.9 4500 893 +50.0 459.3 0500 44.9 450.0 89.1 0101 4C91n35 35917-31.582 .20.5 -100.0 .500 -11.0 .00.0 -100.0 +60.0 -100.0 +600 .96. +500 43.0 +00.0 859 5000+10 20017-20.516 01.0 400.0 .50.0 -400.0 4500 .100.0 .50.0 -100.0 +50,7 -932 4500 -718 .500 83.9 ///.{{{ MEETING RAIL 49 01301310 Pleb. 11.511.21.510 +50.0 -1000 450.0' .11.0 +50.0 -190.0 +50.0 •190,0 4500 .97.1 0500 .749 +500 .87.0 L■I (_' O Custom She 15.517.17.518 .50.0 -100.0 +000 •190.0 400,0 -100.0 +50.0 -190,0 .50.0- 82.0 050.0 -70.3 +500 438.1 81.34.------S ® ®. Ie... Cutm 50. 12617-14.618 *50.0 _100.0 +50.0 -1000 4500 -100.0 +50.0 86.7 +50.0 81.6 050.0 473.8 0500 869 ' I I l` f 8601551 11]47.12.516 *00.0 -190.0 .00.0 -100.0 5500 900 +50.0 918 460.0 467 +60.0 -722 050.0 87.3 �, T911e.1 33209-31636 +50,0 -100.0 4500 .05.4 +00.0 84.3 +50.0 822 +50.0 81.9 +50.0 -71.8 +50.0 Ore to M ` 0 ,.(._) 3 6taNmoCollage 26.517-33207 +00,0 .100.0 000.0 -100,0 490.0 -100.0 .50,0 .180.0 460.0 .036 460.0 .71.1 +000 43.3 0U , 0 1 77 9 m69108100 23617.20610 +50..0 -100.0 460.0 -190.0 +00.0 -11.0 +50,0 -190.0 +600 •94.5 4600 •72.5 +500 85.1 I l �� Culna86. 28.017-23.516 +00.0 •103.0 4600 -100.0 +500- -1000 +50,0 -103.0 0500 .94.0 +500 .72.9 0600 65.1 613WD0Pm450 14011-21.616 450.0 •159.0 +00,0 -1809 +50.0 -100.0 +50.0 -190.0 +600 -96.0 +500 -7].1 .500 86.8 ' EXTERIOR SASH ------ Cuba elm 14611-17.615 050.0 -100,0 .50.0 •100.0 +50,0 .03.7 *500 89.0 450,0 899 +500 -76.1 0600 81.1 I 9%195'9�109 b Ratans elm 12317.14616 +50.0 -1000 .50.0 -11.0 +50,0 -83.7 +500 815 +600 •967 4000 -72.2 +500 813 v HEIGHT 91011001 11371.12.515 050.0 .100.0 450.0 48.8 450.0 487 080.0 .07.0 +50.0 -81.9 450.0 49.5 +50.0 84.4 5 1035 28.617-41.644 .50.0 -103.0 +50.0 42.0 000,0 -712 150.0 418.6 +50.0 47.1 -060.0 86.1 +50.0 4502 611.0.111001003 31.517.38.516 450.0 -100.0 430.0 492 +50.0 463 *50.0 483 4500 40,4 +600 842 4500 86.0 • 1���l 694446 26547.31.515 450,0 .103.0 450.0 -1000 +500 •103.0 +50.0 48.7 *50.0 85,7 4500 43.7 +500 40.3 IAMB I,I 111 61r0m0P,0r. 23011.25.515 050.0 •1030 +50.0 48,7 450.0 47.0 4600 49.0 0600 41.9 4600 45.4 450.0 .07.8 0 "`��(" 62 0881.08 She 20.517.23.618 +50.0 -10.0 +50.0 883 +50.0 .71,0 +500 .74.6 +50.0 -748. 0600 -64.8 050.0 45.5 '�� Cobol13105105 17.517-20,616 .50.0 47.3 460.0 -70.9 +60.0 867 450,0 868 4500 .842 +60.0 40.5 +500 .55.8 SILL O 1 Custom On 14.517-17.515 450.0 49.0 0600 •13.0 490.0 81.9 +50.0 869 +50.0 47.0 +500 .65.9 +550* .02.5 J C,al.m 59* 1]017-82.616 460.0 461 060.0 -70.0 460 0 8 .0 050 0508.0 +50.0 -63.8 0500 1121 0:20.0 .016 • *Iaiii . 668/951 11864.13.015 +00.0 51.1 450.0 879 450,0 47.0 450.0 01 0 8 ,9 .50.0 -358 +500.0 .60.0 80.0 TOW 39511.41644 450.0 -1010 460.0 82.6 +50.0 •71.2 4500 886 450.9 47.1 0500 80.5 +50.0 810 • Coto 30.511-31516 +00.0 -100.0 +50.0 48.7 8500 •77.5 +60,0 .76.0 0600 .74,1 +500 410.1 450.0 53.1 801181415- Eslle1435017-35.515 *50.0 -100,0 450.0 82.0 050.0 440 +500 -706 +500 •77.9 +500 430.0 400.0 1124 -+.�.�+���p 75 8101.n 551. 32.617-36610 400.0 -1000 4500 453 450.0 .740 +500 -71.4 450.0- .702 +500 802 +50,0 -026 ' 9*n400 Pod./ 29.517-32015 +50D 440 450,0 -719 450.0 483 +500 83.3 4500 41.8 +00.0 892 .60.0 83.0 Cuba SW 26.511-29.618 .50.0 47.2 +500 41.0 050.0 1140 450.0 4989 +640 -84.9 .50D .015 +500 41.5 SECTION DETAIL FOR WINDOWS WITH 51016050 26.5113-26.516 450.0 655 450.0 89.0 +50.0 -586 450.0 45.0 +00.0 -53.0 +50.0 .51.4 -4500 110.0 E06314<3 39517-41.644 .50.0 4/.6 +50,0 •47.6 +500 1163 03.3 +50.0 413 .0 4 .505.4 +500 40.5 • LEVEL R1 REINFORCEMENT&GLASS TYPES 1-4 u Cot=0lae 31517-39.518 465.0 572 *50.0- -71.0 .30.0 -460' 50.0 8 5604 119.9 +500 1149 .5013 53.8. +500 119.6 (REINFORCEMENTS SHOWN IN FIGURES 4038.51 6000488 31618.16.516 +50,0 447 +50.0 47.6 +50.0 -67.0 +500 01.9 +50.0 41.13 +500 40.0 .60.0 40,0 • ABOVE APPLY TO ALL FRAME TYPES 8 91.76 That •' -41.644 .60.0 01,7 000.0 4179 +600 87.0 .600 01.9 4500 1116 +500 80,0 .800 40.0 CONFIGURATIONS) SEE TABLE 6,SHEET 8 FOR ANCHOR GROUP AND QUANTITY. "MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.136 ' PRODUCT REVISED . as complying with the Florida • Building Code 1.111 1 I I I I I Acceplan No/ '0�.•a ' �0`7j • 1NY LYNN 294 955{8200: E irAtionbate MEW', ,'��,'O'•19CENSF �((,�� �� NO CHANGES THIS SHEET. 13y ii "! . ''- • Mimni 96.35 Produci 1111. *.. ND.58705 , NOTES: - : *- DawipUon: �O^'�' 1)USE THIS TABLE FOR ALL WINDOWS INSTALLED THROUGH THE FRAME -7 OR INTEGRAL FIN. -....73,...,-•. I7-;.•((�� 1070 TECHNOLOGY DRIVE DESIGN PRESSURE TABLE J Drown By: KI ,n STATE OFs. :• [V. N.VENICE,FL 34275 2)FRAME DIMENSIONS ARE BUCK,SASH HEIGHT IS AS PER THE FIGURE. • ''„°'s`S�ONAL ENG1�\ (&41) 8O.160olrtea7n 17655• 6.565: SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR 1 j 1111I I I t 11111 POT INDUSTRIES.M0. Sede5/Modek Scab: Sheet Draw!ng No. Res: HEIGHT DIMENSION SHOWN ONTHE TABLE. ALL ROHM PE' ' A.LYNN MILLER,P.E. SH-5400 NTS 6 OF 12 MD-SH5400-01 B P.E-B 58705 CERT.OF AUTH•1528296 I TABLE 5: 61401133.. Beam 6050. 6830. 134910P7e.*ure(b,fRe) 2-1 On.IMion fa Own 301014 04101.Laval 0.104®Wl,445 6.0.0e widow Bud4 Width lnf 0.2 31054 0115,551 MI 18 24 32 35 40 48 52125 236 Equal-Me 11.394 .65.0 -130.0 4650 -130.0 45.0 -130.0 +610 -1300 4050 -130.0 +5.0 -15.0 5650 -1310 I , 500006+511+00 144517-15.670 55.0 -130.0 .65.0 •130.0 +65.0 -130.0 +60.0 -130.0 45.0 -130.0, 4650 -127.0 5050 410.0 • 00 EgeHee 11.683-14.616 +65.0 -130.0 45.0 •130.0 •65.0 -130.0 +5.0 -130.0 465.0 -130.0 465.0 -130.0 +65.0 4300 Siordard P0565 11.377-11.582 55.0 -130.0 +5.0 -130.0 .5.0 -1300 45.0 -130.0 +65.0 -130.0 565.0 -130.0 +65.0 -19,0 Tellnl 2351T-25268 050 -130.0 +5.0 -130.0 465.0 •130.0 05.0 -130.0 +610 4130.0 55.0 -1220 4610 -113.0 4 5141141404100 3' 20.965-23.516 5.0 -130.0 +5.0 -130.0 415.0 -130.0 465.0 -10.0' 435.0 -134.0 450 •124.6 +50 .152.2 -�_. 37.375 64314 17.017-20.57 +63.0 -130,0 55.0 •130.0 45.0 -130.0' 455.0 -130.0 +5.0 -130.0 +41,0 -121.2 4850 -109.3 Standard Plo40w 14.517-17.518 55.0 •130,0465.0 -130.0 +5.0 -130.0 +650 -1310 +5,0 -130.0 +65.0 -1222 +550 •110.2 IIIII 1 61+0,51 11377-14.616 55.0 •130.0 +550 -130.0 45.0 -1300 065.0 •130.0 +55.0 •130,0 4050 •116.0 .86,0 .107.0 �L J __ Tallest 27.533-31.911 45.0 -130.0 +650 -130.0 +5.0 -130.0 363.0 -127.0 4650 418.0 4010 59.0 •850 930 Custom sae 26.617-21.561 +45.0 -130.0. .5.0 •150.0 550 -130.0 465.0 .130.0 +650 .130.2 4510 -1150. 4650 -1634 '711HEADER _- 9180.17.00441•00. 5 -1 0e 23517-26.518 +65.0 -130.0 5631 -130.0 4 .0 -130.0 4850 -130.0 '+610 31.0 41.0 410.5 5050 491 44 e34050 20.517-23.658 .5.0 -130.0 465.0 -130.0 +5.0 -130.0 4680 ' -131.0 +5.0 -130.0 45.0 45.6 450 8.4 71 611edeid P37.4345 17,217-30.516 445.05 -130.0 + .0 -130.0 +5.0 430.0 +5.0 -130.0 +810 -130.0 +66.0 .109.9 465,0 90.8 II I C00141n 6+• 14.517-17.518 45.0 430.0 +650 -130.0 +5.0 4300 465.0 431.0 +850 -130.0 485.0 .111.3 585.0 59.7 51101151 11.377.14.51* +5.0 -530.0 +830 -130.0 55.0 •130.0 +65.0 -131.0 4610 130.0 465.0 -113.84650 •101.7 7114.1T• 1 31583-35.911 +5.0 -134.0 +65D •134.0 +5.0 •1272 +850 -125.1 .50 -116.0 +65.0 99.0• 4610 93.0 50.571553 College 26517.91.562 +5.0 -130.0 •65.0 -130.0 4.5.0 430.0 +81.0 410.0 +650 411.0 495.0 -10.1.3 410 921 � E9wl.*e 70.517-21.616 +65.0 -130.0 4650 -130.0 45.0 -130,0 +650 •1310 45.0 •130.0 .5,0 -1000 .610 99.5 i O MEETING RAIL ' 46 610104n.Rabe 17,517-5.616 +65.0 -130.0 4650 •130.0 +5.0 -130.0 +010 •130.0 456.0 •133.0 410 •104.8 +50 93.7 Custom Ste 14.517-17.515 41.0 •130.0 - 0550 •130.0 55.0 -100.0 4850 •131.0 +610 -130.0 550 •106.9 4650 205.3 l-Z CO+m She 12617-11.318 +5,0 -130.0 45 -130.0 +520 -130.0 +850 -130.0 550 -130.0 5850 •110.9 +510 98.8 I _ 27 _L 51+2001 11.377-12.515 +85.0 •1300' 450 -130.0 45.0 -15.0 4650 130.0 4850 -1300 450 -114.5 410 -101.8 �� S I Blena.Cottage 26.517 450 -130.0 •5.0 -130.0 550 •130.0 5650 -15.0 4610 -130.0 550 -99.6 +650 8.6 5.1 p� - O 1f Ipl_I • '3 65101145 21511-26.515 45.0 -130.0 45.0 -130.0 455.0 -130,0 +510 -133.0 0660 -130.0 460 -101.9 +660 91.1 ��.4 ® '� I� D • 44815 Cwlom She 5.617.53.516 4650 -130.0 +50 -131,0 450 -130.0 410 •133.0 5610 •130.0 450 •102.0 450 91.2 *115mi4 P570aM 17.517-20310 45.0 -130.0 4659 •150.0 .5.0 •130.0 4660 -130.0 +50 -1310 55.0 -103.2 4610 421 I�. Cuslnm Me 14.017-17516 43.0 430.0 +5.0 430.0 +50 -130.0 +5.0 -131.0 4010 -130.0 +03.0 -1054 4660. 4).5 1 1 EXTERIOR ' SASH EXTERIOR C0106+120 12817-1401* 486.0 -130.0 4680 -130.0 550 -1360 45.0 •15.5 410 -15.5 45.0 -109.6 410 91.4 lit E HEIGHT 80.3.1611 11.377-12.516 565.0 -130.0 469.0 •15,0 05.0 -1242 465.0 •121,0 460 421.7 486.0 -1533 410 4064 V 2314.1 36.517-41044 465.0 430.1 45.0 -115.5 +5.0 -99.7 466.0 435,8 5010 93.9 -5500 921 465.0 431.5 6191614 Co44ge 31.517-35015 45.0 -130.0 465.0 -130.0 450 123.8 485.0 -121.2 +560 -131.0 4630 8.6 +50 -703 JAB d4iiii ' Equal-lie 26.517-31.316 45.0 -1300 4650 -130.0 465.0 •1300 563.0 -131.0 410 -1190 466+ 992 465.0 •70.5 ®61sb0Pm4ew 20.817-26,414 55.0 -130.0 410 -130.0 +650_ •1228 +5.0 -15.4 410 -15.2 465.0 •91.8 410 41.0 62 Cush=613* 20.517.23518 45.0 -132.0 450 420.7 45.0 -107,9 +50 -104.4 466.0 -103.1 410 93.4 461.0 42.1Cw5 3612• 17,517-20518 +66.0 -130.0 465.0 •111.9 45.0 •961 +65.0 -02.1 45.0 -60.9 45.0 49.0 065.0 44.0 O IT lx,11 GAM 5170 14517-17.515 45.0 -125.4 45.0 -762.2 45.0 .8457 4810' .42.4 450 -700 4610 48.2 05.0 -78.2 SILL . 6�II6.1l1llllll1 t Cw4m 451 11,014-13016 45.0 -15.1 45.0 44.0 4660 471.5 +50 -754 +010 -72.5 410 -70.4 +650 -70.0 lJ 81+M1ot 11.*W-1].618 +5.0 -09.1 464.0 44.0 450 •79.8 450 464 48.0 -726 410 -70.0 +650 -70.0 WW1 39.517-41644 +50 •130.0 45.0 -115.0 +510 -89.7 4010 4350 40.0 -03.9 46.0 81.9 450 -741 Custom Civ 31.617-31516 4650 •130.0 +650 -124.2 45.0 •15,4 45.0 43+0 +65.0 -103.7 435.0 84.9 4510 •74.3 Ey.4415 35.517-151115 +5.0 --1300 +510 45,0 45.0 413.1 5660 100.0 465.0 409.0 450 440 465.0 -73,4 78 5e05651' 32517-35.510 4610 -130.0 45.0 -119.1 +150 -103.6 450 -93.9 45.0 -903 410 442 45,0 -730 • 8105*5Pt004w 5.517-32016 450 -130.0 45.0 1095 +5.0 -908 450 8.7 450 48.3 4110 45.2 465,0 -74.3 ' Custom Ste 26.517-5.516 410 •122.1 +5.0 990. +5.0 89 550 -•73.7 +50 -70.9 450 -741 •61.0 -74.0 . Shortest 21610-28.510 165.0 -119.1 +50 46.6 465.0 "91.4 410 ala 4660 --74.2 410 -71.9 4610 -71.9 SECTION DETAIL FOR WINDOWS WITH 63.431414e 33.517-41.83 410 430.0 550 -146.5 +5.0 9213 460 48] 410 43,3 45.0 41.9 +65.0 -74.6 LEVEL R2 REINFORCEMENT&GLASS TYPES 2-4 , 84 Custom file 33.617-38618 465.0 4221 +5.0 49.3 450 89 45.0 -79.7 4610 46.9 45.0 •74.9 406.0 -71,1 67e15.54110•1e5 33.815-55018 .50 417.1 +610 940 450 40.6 45.0 45.4 465.0 42.5 45.0 -70.0 463.0 -70.0 (REINFORCEMENTS SHOWN IN FIGURES 91.15 Td551 • -41.644 365.0 -117.1 450 94.9 +50 _-79.13 45.0 -73.4 465.0 -72.6 +610 -74.0 405.0 -70.0 ABOVE APPLY TO ALL FRAME TYPES 8 SEE TABLE 1.SHEET B FOR ANCHOR GROUP AND QUANTITY. CONFIGURATIONS) ••MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.136 • PRODUCT REVISED • • RSD6mplyiS.g with the Florida • ' 1,4411111/// Dn14C1 i 5100 N0/ -04,10.01.- ,,,, S, .•7015+00 Dale mewls ?D V LYN/yM �., p„....„, RSvfNon ,�` ON.......-• , BIS AJ./L i'��7S"..''�,ICENSF'•�C'. %_ NO CHANGES THIS SHEET. ' ` �,.. .�� i Idimni 3a(lo Product CoiltrD, ▪* No,58705 - NOTES: • 1 *_ 1)USE THIS TABLE FOR ALL WINDOWS INSTALLED THROUGH THE FRAME �� Descriptior2 Drown OR INTEGRAL FIN. '▪� DEIGN PRESSURE TABLE J ROSOWSKI 0�'•• O ((1. N.VENICE,FL 34275 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. • ,�`S, -0316 \?\ (841)480-1600 r'�6• 17945• _ SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR '''11111111111)\‘‘`` POT R/DUOTIDEe.INC. Se77es/Nathl: Scala: Shoot: O7oeirlg No, filer. HEIGHT DIMENSION SHOWN ON THE TABLE. ALL bOHT8 RESERVED A.LYNN MILLER,PE. SH-5400 NTS 7OF 12 MD-SH5400-01 B P.E.O 58705 CERT-°FA 5TH.#29296 • TABLE 6: _ FOR ANCHOR GROUP D,TABLE 7,SHEET 9 MAY BE USED. Ancld GmnoA Anchor GMo 13 Art.0a.6C AncS' Am. 16.RlgU69d for 16'W. 24.7003 3T AIM 3.7 WM 40-70. 40'W. as4te-Wim 10Nine 22 WIOv 32vim 36'7070 4P WIm 40YAda 52-0 WIde orram 22 W. 37 W. 30 W. 4P Wtlo A9•W. 52.1]Sw,W Max.Anchor O.C.Spacing for Geo,E Group •t ssoughFlame'Instae9Uan tams 0705 lamb ams Jane ' Jamb Jamb .lamb .2113 Jamb Amb Jame Jamb Jane Jamb Amb Jano Jamb Jamb Jam 421,0 "MegralFln"Inata3atlon 1T P 171 01,04"Dnc4p6Oneyam 6.311140314 m e a a s aya R a re 1 11 1 a s 1 grc i ' ae as a s a s a a a s i ps g i s g '}<c� a Y s 111 " MINevlM '®Wn'a M3i ] 1 9 1 i ll i 11 11 ig 1 1 -1 • 1 1 13 d 1 1 Rt Wet Slav II 23.5 01121-111e 11394 2 1 2 2 2'1 2 2 1 2 1 1 1 2 1 2 I 2 1 2 1 I 2 2 1 2 2 1 2 2 303002C011131 14.317-15510 2 1 2 2 21 1 2 2 1 3 1 1 1 2 1 2 2 1 2 1 1 2 2 1 2 2 1 2 2 25 EW'-11e 11.363.14.516 2 1 2 2 2 2 2 2 2 2 2 1 1 2 1 2 2 1 2 1 1 2 2 2 2 2 2 2 2 Olonlenl Pm4mw 11.317.11.302 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 I 2 2 2 2 2 2 2 2 2 2 2 2 2 790101 21517.25.200 2 2 2 2 1 3 .2 1 4 1 1 1 2 1 2 2 1 2 1 3 2 1 3 2 3 2 1.110.1.11424 20.9!9-23.516 2 2 3 2 2 3 2 2 3 2 1 1 2 1 2 1 2 1 2 1 3 2 1 3 2 3 2 37375 89113411 17.317-2.937 2 2 3 2 2 3 2 2 3 2 2 2 2 2 2 I 2 2 2 2 3 2 2 3 2 3 2 82ndadPmJe04 14517-17.516 2 2 2 2 2 3 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Shortest 11.377-14.516 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 -- T91eal 27.553-31.311 3 3 4 2 1 4 2 1 4 1 1 I 3 1 3 2 1 3 1 3 2 1 3 2 3 2 Qatom68e 20.617-27.582 3 3 3 2 2 4 2 2 4 2 2 2 3 2 3 2 2 3 2 3 2 2 3 2 3 2 3b9146I0012g0 23317-25311 3 3 3 2 2 3 2 2 4 2 2 2 3 2 3 2 2 3 2 3 2 2 3 2 3 2 44 Eg54323 20.517-23.315 2 2 3 2 2 3 2 2 3 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 2 5103203 7.43W 17.317.20310 2 2 3 2 2 3 2 3 3 l 2 2 2 2 '2 2 2 2 2 2 2 2 2 2 2 2 2 Cm1O01 S. 14.517-17315 2 2 2 2 3 3 2 i 3 3 3 3 3 2 3 2 2 3 2 3 2 2 3 2 2 2 2 9121211 11.317.14.515 2 2 2 2 3 2 2 3 2 3 3 3 2 3 2 2 3 2 3 2 2 3 2 2 2 2 1.1441 31.563.33.911 3 3 4 2 1 4 2 1 4 I 1 1 3 1 3 2 1 3 1 4 2 1 4 2 4 2 68M261Cotbal 26517-31.632 2 3 4 2 2 4 2 2 4 2 2 2 3 2 3 2 2 3 2 3 2 2 3 2 3 2 E901115 28317-23.515 3 3 3 2 2 3 2 2 4 2 - 2 2 3 2 3 2 2 3 2 3 2 2 3 2 3 2 13 SlaMam Pmiew' 17.517-20.516 2 2 3 2 3 3 2 3 3 3 3 3 2 3 2 2 3 2 3 2 2 3 2 2 2 2 Cm103681 14.517-17.515 2 2 2 2 3 3 2 3 3 3 3 3 2 3 2 2 3 2 3 2 2 3 2 2 2 2 010127038/ 12517-14.510 2 2 2 2 3 2 2 3 2 3 ' 3 3 2 3 2 2 3 2 3 2 2 3 2 2 2 2 • g 8123.21 11.377-12316 2 2 2 2 3 2 2 3 2 3 3 3 2 3 2 2 3 2 3 2 2 3 2 2 2 2 1. 796011 33200-31.0.16 3 3 4 2 1 4 2 1 1 '% 1 1 1 3 1 3 2 1 3 1 3 2 1 d 2 4 2 3aMeN 03.210 28617-3!207 3 3 4 2 2 4 2'2 4 2 2 2 J 2 J 2 2 J 2 J 2 2 3 2 3 2 i Equal-IM 21517-26.516 3 3 3 1 2 ]2'2 4 1 2 - 2 3 2 3 2 2 3 2 3 2 2 3 2 3 2 . Chatom 381 20.517-23315 2 2 3 2 3 3 2 3 3 3 3 3 2 3 2 2 3 2 3 3 2 3 2 2 2 2 i 45525 6ivWNPmJ2o I7.511.20.516 2 2 3 2 3 3 2 3 3 3 3 3 2 3 2 2 3 2 3 2 2 3 2 2 2 2 i0,8103081 14.317-17316 2 2 2 2 3 2 2 3 2 3 3 3 2 J 2 2 3 2 3 2 2 3 2 2 2 2 0,111702 S. 12.517-14.519 2 2 2 2 3 2 2 3 2 3 3 3 2 3 2 _ _ 2 3 2 3 2 2 3 2 2 2 2 3400511 11.377-12.315 2 2 2 2,,3 2 2 3 2 3 3 34 2 1 2 2 3 2 3 2 2 3 2 2 2 2 1a0e51 38.517.41.844 4 4 - 4 2 2 4 2 2 4 2 2 2 4 2 4 2 2 4 2 4 2 2 4 2 4 2 81224114 284109e 31.617-36.510 3 1 4 2 3 4 2 3 4 3 3 3 3 3 3 2 3 3 3' 3 2 3 3 2 3 2 EgWL118 26.01]-31.516 3 J 4 2 3 4 2 1 4 3 J 3 i 3 3 2 ] 3 3 ] 2 J 3 2 J 2 • 5120510P131#1 23.511-20310 3 3 3 2 3 3 2 3 3 3 3 3 3 3 3 .2 3 3 3 3 2 3 3 2 3 2 62 012103581 20.317-23310 2 2 2 2 3 2 2 3 3 3 3 3 2 3 2 2 3 2 3 2 2 3 2 2 2 2 018103821 17.1517-20310 2 2 2 2 3 2 2 3 2 3 3 3 2 3 2 2 3 2 3 2 2 3 2 2 2 2 0701270 682 14.81]-17.315 2 2 2 2 4 2 2 4 2 4 4 4 2 4 2 2 4 2 4 2 2 4 2 2 2 a 0291011 Ste 13.017-14310 2 2 2 2 4 2 2'4 2 4 4 4 x 4 2 2 4 .2 4 2 2 4 2 2 2 2 5731.1 11394.13.016 2 2 2 2 4 2 2 4 2 4 4 4 2 4 2 2 4 2 4 2 2 4 2 2 2 2 731341 33317-411644 4 4 4 2 3 4 2 3 4 3 3 3 4 3 4 2 3 0 3 4 2 3 4 2 4 2 015100824 30.517-39.515 4 4 4 2 3 4 2 3 4 3 3 3 4 3 4 2 3 4 3 4 2 3 4 2 4 2 E291111e 35.517-30516 3 3 4 2 3 4 2 3 4 3 3 3 3 3 3 2 3 3 3 3 2 3 3 2 3 2 75 CAM=380 32.517-35316 3 3 3 2 3 3 2 3 4 3 3 3 3. 3 3 2 2 3 3 3 3 2 3 3 2 3 2 512,M10P1 0551 29.517.32.316 3 3 3 2 3 3 2 3 3 3 3 3 3 3 3 2 2 3 3 3 3 2 3 3 2 3 2 Clatv1138e 25.317-23515 3 3 3 2 4 3 2 4 3 4 4 4 3 4 3 2 2 4 3 4 3 2 4 3 2 3 2 Shortest 25.516-29316 3 3 3 2 4 3 2 4 3 4 _ 4 4 3 4 3 1 2 2 4 3 4 3 2 4 3 2 3 2 2 • 2.0-110 33.511•41344 4 4 4 2 3 4 2 3 4 3 3 - 3 4 3 4 2 2 3 4 3 4 2 J 4 2 4 2 84 C1nbm Sate 35.517-30516 ] J 3 2 4 3 2 4 3 4 4 4 3 4 3 2 2 4 3 4 3 2 4 3 2 3 2 C1enaN Pm4ew 33.818-35310 33 3 2 4 3 21 4 3 4 4 4 3 4 3 2 _ 2 4 3 4 3 2 4 3 2 3 2 91.70 Ta129t " -41344 4 4 4 2 4 4 2 4 4 4 4 4 4 4 4 2 2 4 4 4 4 2 4 4 2 4 2 SEE TABLE 4,SHEET 6 FOR DESIGN PRESSURES WHEN USING THIS TABLE. • 24 MIN.SASH HEIGHTS WINDOW BUCK HEIGHT-50.136 PRODUCT REVISED as complying with Use Florida Bnildi93 Cods 00111/0, Acceptance No/ '°' A � \ll SOA\i LYNN '1 Revision: Ex iration Onto Matta 1.109443' C ; ���� NO CHANGES THIS SHEET. B5• .1" ' Q?••' F ..... i • Moo,,, ado I ...tCothitul NOTES: '.'P *: ND.58705 - 1)USE THE ABOVE'ANCHOR QUANTITIES REQUIRED.........."TABLE FOR ANCHORS INSTALLED THROUGH THE FRAME. = : *_ DescripUon: DramBy. 2)USE THE ABOVE'MAX.ANCHOR O.C.SPACING 'TABLE FOR ANCHORS INSTALLED THROUGH THE INTEGRAL FIN. 7-...73 � �'= 10TOTECFINOLOGY DRIVE ANCHOR QUANTITY TABLE 0 ... S ATE OF ..:4,0::: J ROSOWSKI� N.VENICE,FL 34275 Date: 3)FRAME DIMENSIONS ARE BUCK."MR's MEETING FtA1L. �i(' ''• ORIOP,.•'•\' (941}-080-1600 T7Ue: '4)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. /'sjs/ONAL E�G" COPrteG14fo2017 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 7"1111110° I�RIGHTS�� Setes/Model: Scale: Shoot Drawing No. Rev. RVED • 5)REFER TO TABLES 2 8 3,SHEET 2 FOR ANCHOR GROUP DESCRIPTIONS. A.LYNN MILLER,P.E. SH-5400 NTS 8 OF 12 MD-SH5400-01 B P.E.#58705 - CERT.OF AUTH.#28296 • TABLE 7: anchor Gnaw S 01x10 Oma 0 012e(Grow 0 Mellor Anchor WanlIleS Required for 1e•2IEe 26 Wide 32 wide 36.3020 40.0.10 46 vow 52.11CW.4 112Mao26.03740 3203101 36.30101 4230101 46.03101 52.112 Wbo-10.Wide 24•Wld0 32 Wleo 3,Wide 42 W.e 43•30102 52.1701 woe Max Anchor O.C.Spacing for 01000E TTlirougll.Frame"InSlaeatlon •110 Jamb Jame Jamb Jane Jame lane Jamb Jamb Jab Jamb .lamb Jamb Jamb 4100 Jamb Jamb Jamb Jamb .tont Jamb 'Integral-Fin'Installation y y 3r 20.364 oeenV104108120 S200Ma61M s 12 a s $ 10 12 1 10 1 a a �p 2 s2 2 a ip 21 11 rq s 2 8 1 y¢ s 10 1 2 2 f®� 10 2 3 1 2 5 '44 2 3 Iq 2 10 s s E s 8 a s ? 10 I ,. 7Mlnl level wipe 0 Wlmw PMR on) ]xa i y i ' tp Y }x{ y }tt 1 Y i i ye 1 / Qp or 2 pp g S ) y C2 ) 3 t ' �e ' _ 'g 92 Mehl Shan i e� °� < < °� 4 < < < 0 m a a 5 a g o 23.6 Eavla. 11.301 2 1 2 1 Z 2 2 I 1 2 1 2 1 2 1 Z I 2 2 1 1 2 t 2 2 t 2 1 1 Z 2 Standard C0Mpe 14.517-13810 2 1 2 1 2 2 2'1 2 1 2 1 2 1 2 1 3 2 1 1 2 1 2 2 1 2 2 1 2 2 23 Es ataa 11.523.14316' 2 I 2 1 2 2 2 2 2 1 2 1 2 1 2 2 3 3 1 1 2 1 2 2 1 2 2 1 2 2 . 010200 3103e2 11317.11.562 2 2 2 2 2l 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 701301 23.517.23]86 2 1 3 1 3 2 2 1 2 1 2 1 2 1 3 1 4 2 1 1 2 1 3 2 1 3 2 1 3 2 Waal.Cottage 20836.23.516 2 1 3 1 3 1 2 2 2 1 2 1 2 1 3 2 4 2 1 1 2 1 3 2 1 3 2 1 3 2 37.375 E4a1410 17.517.20.957 L 2 2 2 3 2 2 2 2 2 2 2 2 2 3 2 3 3 2 2 2 2 2 2 2 3 2 2 3 2 --- Standard POOdea 14517.12316 7 2 2 2 2 2 2 12 3 2 2 2 2 2 2 2 3 3 2 2 2 2 2 2 2 2 2 2 2 2 Shortest 11377.14.315 2 2 2 2 2 2 2'2 3 2 2 2 2 2 2 3 2 3 2 2 2' 2 2 2 2 2 2 2 2 2 - TOtal 27.603-31.011 3 1 3 1 4 2 2 1 2 1 3 1 3 1 4 1 4 2 I 1 3 1 3 2 1 3 2 1 3 2 Gahm Sze 26.617-27.562 3 2 3 2 3 2 2 2 2 2 3 2 3 2 3 2 4 2 2 2 3 2 3 2 2 3 2 2 3 2 8anda.Collage 23617.28.516 3 2 3 2 3 2 2 2 2 2 3 2 3 2 3 2 4 2 2 2 3 I 2 3 2 2 3 2 2 3 2 44 131362. 20617.23.512 2 2 3 2 3 2 2 2 2 2 2 2 2 2 3 2 3 3 2 2 2 2 3 2 2 3 2 2 3 2 610md21 Pmdea 11317.20.515 2 2 2 2 3 2 2 2 2 2 2 2 2 2 3 2 3 3 2 2 2 2 2 2 2 2 2 2 2 2 0010101 Fie 14.517.17318 ----2 1- 3 2 3 2 2 2 3 3 , 3 2 3 2 3 2 3 3 3 3 3 2 3 2 2 3 2 2 3 2 2 Shortest 11317.14.315 2 3 2 3 2 2 3 3 3 3 2 3 2 3 2 3 2 3 3 3 2 3 2 2 3 2 2 3 2 2 758101 31.663-35.911 3 1 4 1 4 2 2 1 2 1 3 1 3 1 4 1 5 2 1 1 3 1 3 2 1 3 2 1 3 2 5101..Cottawe 26.517-31.6822 3 2 3 2 4 2 2 2 2 2 3 2 3 2 4 2 4 2 2 3 2 3 2 2 3 2 2 3 2 E7,13228 20117-26.516 3 2 3 2 3 2 2 2 2 2.3 2 3 2 3 2. 3 3 2 3 2 3 2 2 3 2 2 3 2 46 Standard Oradea 17817-20.616 2 3 2 3 3 2 1 3 3 3 2 3 2 3 3 3 3 3 3 2 3 2 2 3 2 2 3 2 2 Gnbn Fee 14517-17310 2 3 2 3 2 2 3 3 3 3 2 3 2 3 2 3 3 3 3 2 3 2 2 3 2 2 3 2 2 Custom Fie 12.611-14418 2 3 2 3 2 2 3 3 3 3 2 3 2 3 2 3 2 3 3 2 3 2 2 3 2 2 3 2 2 € Shaded 14377.12618 2 3 2 3 2 2 3 3 3 3 '2 3 2 3 2 3 2 3 3 2 3 2 2 3 2 3 3 2 3 Tallest 31213-37.536 3 1 J 1 4 2 2 I 2 0 3 1 3 1 4 1 5 2 f 3 1 3 2 1 3 2 1 4 2 Saea.Colb01 26511-33.207 3 2 3 2 4 2 Z Z 2 Z 3 2 3 2 4 2 4 3 Z 3 Z 3 Z Z 3 2 2 3 1 EWaHae 23517-25.515 3 2 3 2 3 2 Z 2 2 2 3 2 3 - 2 3 2 4 3 2 3 2 3 2 2 3 2 2 3 2 Gbe Fee 20617-23.518 2 3 3 3 3 2 2 3 2 3 2 3 2 3 3 3 3 3 3 2 3 3 2 3 2 2 3 2 2 S 44075 aOIUW+N Pmdaa 17.511•P518 2 3 Z 3 3 2 2 3 3 3 2 3 2 3 J 3 J J 3 2 3 2 2 3 2 2 3 2 2 5568 0102185120 14.617-17.510 2 3 2 3' 2 2 3 3 3 3 2 J 2 3 T 3 3 J 3 2 3 2 2 3 1 2 3 2 2 6410m51ze 11517-14316 2 3 2 3 2 2 3 3 3 3 2 3 2 3 2 3 2 3 3 2 3 2 2 3 2 2 3 2 2 0707e02 11.377-12515 2 3 2 3 2 2 2 3 3 3 2 3 1 3 4 2 3 3 2 3 2 2 3 2 3 3 2 3 101e1 38.517-41544 • 4 2 4 2 4 2 2 2 2 2 4 2 4 2 2 5 2 2 4 2 4 2 2 4 2 2 4 1 Soap.Collage 31.517-36515 3 3 3 3 4 2 2 3 2 3 3 3 3 3 3 4 3 3 3 3 3 2 3 3 2 3 3 2 E7 3110 26.617-31.510 3 3 3 3 4 2 2 3 2 3 3 3 3 3 3 4 3 3 3 3 3 2 3 3 2 3 3 2 610121.PIVA6a 23.517.22510 3 3 3 3 3 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 2 3 3 2 3 3 2 62 Caston Bne 26511.23515 2 3 1 3 2 2 1 3 3 3 2 3 2 3 3 3 3 3 2 3 2 2 3 2 2 3 2 2 Cntn Sne 17.517-20.510 2 3 2 3 2 2 2 3 3 3 2 3 2 3 . 4 3 3 3 2 3 2 2 3 2 2 3 2 2 638212e1ze 14.517.17.516 2 4 1 4 2 2 2 A 2 4 2 4 2 4 4 2 3 4 2 4 2 2 4 2 2 4 2 2 Costa 612o 13.017-14518 2 4 2 . 4 2 2 2 4 2 4 2 '4 2 4 4 2 3 4 2 4 2 2 4 2 2 4 2 2 6034511 11.684-13.010 2 4 2 4 2 2 2 4 2 4 2 4 2 4 4 2 3 4 2 4 2 2 4 2 2 4 2 2 110e1 39.517-41544 4 3 4 3 4 2 2 3 2 3 4 J 4 3 3 4 3 3 4 3 4 2 3 4 2 3 4 2 001133128 33517-39318 4 3 4 3 4 2 2 3 2 3 4 J 4 3 I 3 4 3 3 4 3 4 2 3 4 2 3 4 2 • 670141. 35.517-30513 3 3 3 3 4 2 2 3 2 3 3 3 3 3 3 4 3 3 3 3 3 2 3 3 2 3 3 2 75 Calm 5123 32212-35110 3 3 3 3 3 2 2 3 2 3 3 3 3 3 3 4 3 3 3 3 3 2 3 3 2 3 3 2 0leae.Pmtav 29517-32516 3 3 3 3 3 2 2 3 2 3 3 3 3 3 3 3 3 3 3 3 3 2 3 3 2 3 3 2 Col=2124 • 25.611-26515 3 , 4 3 4 3 2 2 4 l 2 4 3 4 3 4 4 3 34 3 4 3 2 4 3 2 4 3 2 5035.11 25.616.2&510 j -- 3 4 3 4 3 2 2 4 24 3 4 3 4 4 3 3 4 3 4 3 2 4 3 2 4 3 2 63/01/13 36511.41544 4 3 4 3 4 2 1 3 2 7 3 4 3 4 3 3 4 3 3 4 3 4 2 3 4 2 3 4 2 • 01 Custom 6128 36.517.38510 3 4 J 1 J T 2 4 2 4 J 4 3 4 4 4 3 4 3 4 3 Z d 3 Z 4 J 2 51alL.Prosiest 33511-33.516 3 4 3 4 3 2 3 4 2 4 3 4 3 4 _ 4 4 3 4 3 4 3 2 4 3 2 4 3 2 21.76 70361 '- -41544 4 4 4 4 4 2 2 4 2 4 4 4 4 4 4 4 3 44 4 4 2 4 4 2 4 4 2 SEE TABLE 5,SHEET 7 FOR DESIGN PRESSURES WHEN USING THIS TABLE. • 'e MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.136 PRODUCT REVISED as complying with the FIIxida Building Codae 1 -li070v.D{o. Acceptance 445 '`F''�� ```11111 u u t.15777 R,N3lonr Expimlion D3l0 m fa ,. „NO.. LYNN4t, 7/� s-.1 NO CHANGES THIS SHEET. BY . /.. . a. ^J 2C.,••'',1eeNyF •.l(� ; nal fl.; ►aa5 • G5e NOTES: � 'Cr..' '..<‘33 1)USE THE ABOVE ANCHOR QUANTI77ES REQUIRED........_'TABLE FOR ANCHORS INSTALLED THROUGH THE FRAME. =* No.58705 *= 48 Deecrlption: Drown IV: 2)USE THE ABOVE"MAX ANCHOR O.C.SPACING..........'TABLE FOR ANCHORS INSTALLED THROUGH THE INTEGRAL FIN. = •� Q' •1070 TECHNOLOGY DRIVE ANCHOR QUANTITY TABLE J ROSOWSKI %�0 S TE O I '•(V0� N.VENICE.FL 34275 Title: Data: 3)FRAME DIMENSIONS ARE BUCK."MR"=MEETING RAIL • ��i� '•.P<ORIDP.•'• \`�� X1)-480.1800 4)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. ��iSiS NG�`` CCPY1I274102017 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 '7,;ONAL1,t.11\` POT 34DU0mIFJ3.1146. Serfee/Mode7 Scot= S71eet2 Drawing No. Rev: 5)REFER TO TABLES 2&3,SHEET 2 FOR ANCHOR GROUP DESCRIPTIONS. A LYNI7I MtiLLEI,1P•E. A2J'm0�RESERVED SH-5400 NTS 9 OF 12 MD-SH5400-01 B P.E.458705 CERT.OFAUTH.029205 • 3.500" - ••+ 3.500" - = 3.500" = 3.500" •-►II+-- .062" 1-•- .062" ----.- -.- .082" -►'1f►- .062' j•--j,- ,---1:: ----] _._, riJ 1.483" LIa^ �1 I 1A03" �� (LI 1.483" a D 1.483" .070' �I- .060'1 1 -fir if ILLLL❑JJJJ 1 i 1O( IDJJJ r/J�I��rir I❑ Ij ` ,101 ID 1 .715" 1J 11=�Z�� i . _I"7_�` -1..4---70.1 .,--11-2.. 1 o Z 1 .625" J-CHANNEL FRAME •625" FLANGE FRAME T FIN FRAME EQUAL LEG FRAME -�1_ 1.105' -1.375' O HEAD/JAMB r O2 HEADIJAMB 1.375' OO HEAD/JAMB O HEAD/JAMB LIGHT SASH 1 T23 REINFORCEMENT 3.483• - 1 070" -""H I-•- 1.182" I* 3.483' -►{ 3.483' -• 3.483" r1 _1__ 4 + .070" --/ -.III--- .062' ---IIS- .002• DI-- .082' -s-II-�-- .062" 791" 1.036" 1.041 J l i 1_ ,3D C 2.444' 1.331• r- -"I 1.340' If J�n_// rs±k 2.444" 2.444" ❑ Q/'" �\ 2.444° _ f__________,,:cir.„_.j._ I/la _ �` 26 MEET NG L 27 HD MEETING IL REIFORCEMENT �J- If ,1iII, I❑ I. Lf a REINFORCEMENT 1 If 10 "- 1Z LLLfffLf 1 jll-1.g------•-�--112. .625' II .6211 5' g J-CHANNEL O FLANGE O EQUAL LEG 1T-1 375 FRAME SILLrSMSILL . OSILL �. FRAME SILL�l Imo- 1.872" -...{, I+- 1.641" 1 • I -�I 1.215" -�-� 2.100• b 1.472• I=- 1.565"1.630' I I -►III 1.376" II--��Iy 1 2.176" 11 .065' o o .065" 1. J\ .974' I �� .5910' I .471" [y�T U� 37° . .035• \\,J .355" .070-7-71- "-. .050' .�0�•590"• .050" J FIXED'' 1 OW' BALANCE 06SASH STOP LIFT L LIFT RAIL BEVELED BEVELED 14 MEETING RAIL 16 SASH RAIL .17 COVER t 0 SCREW COVER 19 INTERLOCK 20 INTERLOCK COVER 21 INTERLOCK O INTERLOCK COVER . • PRODUCT REVISED • as complying wi1h8m llaidn Building Code • Aeoepistlee No I •p,• d.f20 `,u1111tiyrrr Revision: Expiration Date 111LIP • es4^ 301 Sts -.I .::: • r•� \:����?��N cENSF'��ll� pp- .,.,7_ ^► NO CHANGES THIS SHEET. By Je _ 1.....„__ I Q . F.754" .750' ;*: No.58705 '.� �_ .035" - • -.p� _ --i_."-7 _ Description: Drown 8Y• EXTRUDED ROLLED .A 6 2.2)17. cr. 1070 T VENICE, OGY RIVE WINDOW EXTRUSIONS • J ROSOWSKI 3 34 73 IG BEAD BO 81 O •.. ST TE O SCREEN FRAME SCREEN FRAME 4 �(/ Title: Date: (N..,..ORION•••••\�: c941}�eats9D SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 '��''1//fl NAL e.`:0% Rana rn02 INC.. S /e //I t 1111 ALL INDUS RESERVED IS, C. /Madan Scale: Sheet: Drawing Na. Ran. A.LYNN rU.LER,P.E. SH-5400 NTS 10 OF 12 MD-SH5400-01 B P.EN 58705 CERT.OF AUTH.#29298 • TABLE 8: TABLE B.CONT.: SILICONE HOT-MELT BUTYL Bill of Material Bill of Material,cont. � STRUCTURAL # Pan# L Description I Material # Part# DescriptionSILICONE Material STRUCTURAL 1/4"NOM. FOAM 13116"NOM. 1 620101POLYISOBUTYLENE Single Hung Frame Head&Jambs-J-Channel PVC 46 720197 Auto Lock Mechanism C Steel WITH 2 620102 Single Hung Frame Head&Jambs-Flange PVC 46 720198&9 Sweep Lock Cast Znc WITH DESICCANT DESICCANT . 3 620103 Single Hung Frame Head&Jambs-Fin PVC 47 720195&6 Auto Lock Cover Assembly Cast Znc EXT.GLASS / 1,10 EXT.GLASS /� � 4 620104 Single Hung Frame Head&Jambs-Equal Leg/Box PVC 48 76X1180P1X#6 x 1-1/8"Ph.FH SDS(Auto and Sweep Lock Screw) SS , / , 5 620105 SWDH Frame SIII-J-Channel PVC 49 720200 Auto and Sweep Lock Keeper Cast Znc 6 620106 SH/DH Frame Sill-Flange PVC 50 76X34PPA #6 x 314"PH.PH SOS(Keeper Screw) SS • _ 7 - 620107 SH/DH Frame Sill-Fin PVC 51 420181 UR Beveled Tilt Latch Corner Key PVC —INT.GLASS INT.GLASS 8 620108 SH/DH Frame Sill-Equal Leg/Box PVC 52 420182 UR Pull Rail Tilt Latch Corner Key PVC - — - 14 620131 Fixed Meeting Rail PVC 53 7634PHFL #6 x 3/4"Ph.FH SDS(Corner Key Screw) SS 7s KODISPACE /77 SUPER 16 620129 Sash Rail(Sides,Top&Bottom) PVC 54 420183 Tilt Latch PVC O J7M 17 620134 Balance Coker PVC 55 420184 Tilt Latch Retainer PVC 4SG TPS SPACER®NXT 18 620133 Sash Stop/Screw Cofer PVC 58 720207 1"nit Latch Spring SS 19 620156 Pull Rail Interlock 6005 T5 Al 57 420186 Plastic lilt Latch Finger Pull PVC ALUMINUM 20 620144 Pull Rall Interlock Cover PVC 68 720192 Metal lilt Latch Finger Pull Cast Znc REINFORCEMENT POLYISO• DESICCANT FILL AREA 21 620157 Beveled Interlock 6005 T5 Al 69 420180 Pivot Bar Comer Key PVC4 BUTYLENE X 5/16"NOM. 22 820145 Beveled interlock Cover PVC 80 720206 Pivot Bar SS 5/16"NOM. SEAL � � „, 23 620150 Light Sash Reinforcement 6063 T6 Al 63 720191 Sash Pull Handle Cast Znc BUTYL& albSILICONE SEAL DESICCANT `, ROLL•FORMED 26 620153 Standard Meeting Rail Reinforcement 6005 75 Al 64 720194 Sash Pull Handle With Latch Assembly Cast Znc FOAM STAINLESS STEEL 27 620154 HD Meeling Rail Reinforcement 6005 T5 Al 65 7834FPT #8 x 3/4"Ph.FH SDS(Pull Handle Screw) SS EXT GLASS , Ille 30 61644 Weatherstrip,.187"x.270"Fin Pile 86 420188 Bottom Latch Strike Plate Cast Znc , EXT.GLASS '110131 60300 Weatherstrip,.190"x.300'Foam Bulb Flex PVC 87 78588 #8 x 5/8"Ph.FH SMS(Strike Plate Screw) SS32 61719 Weatherstrip,.187"x.220`PolyPlle 73 720138 I.G.Bead PVC33 61825 Weatherstrip Plug,.220"Finseal 74 Backbedding,GE 7700 or Dow 791 Silicone INT.GLASS T.GLASS 35 78X1MTIT #8 x 1"Ph.PH SDS(Interlock Mounting Screw) 75 71646N Setting Block(7/8"x 1"x 1/8"),85+/-5 duro. EPDM 36 78X3THPX #8x 3"Ph.PH SMS(Meeting Rail Screw) 410 SS 80 61012 Extruded Screen Frame Alum XL EDGE'M 37 71669SP Meeting Rail Screw Support Plate 6063 T6 Al 81 61011 Roll-Formed Screen Frame Alum 7e 7e 38 720210 Weep Hole Cover PVC 82 7CKGLB21 Screen Comer Key for Extruded Frame PVC SPACER SPACER 40 720X)000( Constant Force Balance 83 47042 Screen Corner Key with Pull Ring PVC 41 #8 x 3/4'Ph.FH SMS(Con.Force Balance Screw) SS 84 47041 Screen Comer Key without Pull Ring PVC 42 Spiral Balance ' 66 7CASPM Tension Spring SS 43 720205 Spiral Balance Shoe Nylon 86 818160048 Screen Cloth Fiberglass 44 78X714FPAX#8 x 1-1/4"Ph.FH SMS(Spiral Balance Screw) 410 SS 87 61636/61614 .140"Screen Spline(Machine/Hand Rolled) Vinyl • Part#I Description Material PRODUCT REVISED nm complying with the Florida 76 Kommening 4SG IPS Spacer System Building code See this ttlllLlir • ACC:WM=No/7 06.31)-154 77 Quanex Super Spacer nM with Hot Melt Butyl Sheet for \�,v`ONy(yNN'',,� Revision: --ES ration Date vivo ,A. An 78 Quanex Duraseal Spacer �� 4f �. By �� (CO'," Materials �.•''"4' 1GENS' .�( r^�r NO CHANGES THIS SHEET. 40 79 Cardinal XL Edge Spacer Q�• F •.4cv l4r°°"' ' Product Co REFERENCE TEST REPORTS:FTL-8717,8968&8970 _* No.58705 '� %7`'. i . �� 1070 TECHNOLOGY DRIVE BILL OF MATERIAL(BOM) ROSOWSKI . -Oma•... ST•TE O./�..•4tv` N.VENICE,FL 34275 Title: . Dohs • (%4'••FlORIDA•.•''��. (9411+B0.1M SINGLE HUNG WINDOW INSTALLATION_-NI 05/15/15 NOTES: �',TONAL E.'0% covrreaar07017 1)PVC BY ENERGI WINDOW'AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE. rrrfrIIIII1tttt Y.L RIOFfreeonSET NOUSTRIES,RVE Serrea/Model: Scale: Shoot Drawing No. Ren 21 ITEMS#9-13,15,24,25,28,28,34,39,87,62,&68-72 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL A.LYNN MILLER P.E. --- SH-5400 NTS 11 OF 12 MD-SH5400-01 B P.E.ri 5870.5 CERT.OF RUTH.#29296 • OPT.SWEEP LOCK 46 p 0^ OPT.�-�`A/UTO LOCK • \� _ 1 „By b�dh°ioY< t - OPT.PULL RAIL 4f ® '�'pa.y` �Gfi' -— - 82 ORR - -- - NIS, v.2)OVER CK 8 I 56 `o i\� jy 87 'fire 0 111 OPT. O I \•\ S%.\ �; OBEVELED �� MITERED FRAME WITH \ '�\ \\! 2. INTERLOCK -:-:',:i........-s..,, . INTERIOR AND EXTERIOR 16 p, &COVER \\�?' 'FRAME WELDS �. p ` I 73 X4 _ �`. ;-. 50 a I` _ I' 60 OR 61 111• \ .� - - -- • �` • .� -goer ---- • • SCREEN CHE-- - • ••� i OPT.PULL HANDLE pYtn.:- m ASSEMBLY �I 0 WIITTHLATCH DETAILS r '\ 82 OR 83 • 'l - I ,,` _ CONSTANT FORCE I �� 0 (� y� 0 BALANCE :' v '� � OR ���'� OPT.PULL OOR 43/ i. 00 SPIRAL BALANCE. \ HANDLE / /' 0 0 ,\ MITERED FRAME WITH \, :'�/' INTERIOR AND EXTERIOR SASH \ / FRAME WELDS ASSEMBLY o ..,.. ,,,,,.-.:,.,:',.,".', -„:„.',-' ,'--,'.. Ar,r.„- ..----.4,.1 DETAILS 66 --- yy 36 = 53 \ a % --,I I-N7 EXTERIOR 1. \ \ "tl 1 0 \ 59 \�\ - ATTACHg \ ,:UDIfCT REVISED © --_ f S TO �R Fleritin II f °c4 emptying 53 I '� •••.� Ruin in e ��v:, µuntllrtr� P — ----------�--------�-------�-...- acre toxo Jo FRAME t���� �.'` Y LYN ''., Revision: Expiration[Mata ASSEMBLY �' C�� SON GEN Nei '', �"1 NO CHANGES THIS SHEET. 'Mim,rDeaev #arfkx�sa6 a� �tCENS C� • DETAILS .\ ct'' •Np .• / * No.58705 e� *_ �® - • DcsMpDon: Drown By: ,n ^-� •,�� •.�� 1070TECHNOLOGY DRNE EXPLODED ASSEMBLY J ROSOWSKI EXTERIOR` •• I ••<t/27 N.VENICE,FL 34275 NOTES: \ �O�•. S ATE ((y: Ma: Date: • ` '•.FlORIDP.•'' s•Sce41►a6a1BDo SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 1 SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. `r -. 7 2)J.CHANNEL FRAME SHOWN,PARTS 6155.OTHER FRAME TYPES APPLY. ','!r`�1ONA1L E�G�\` COPYRIGHT INDUSTRIES,INC. Series/Model: Scale: Sheet: Droving No. Rev .• FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6 8 7.. A.LYNfJ 141LLER,P.E. ALL RIGHTS SH-5400 NTS 12 OF 12 MD-SH5400-01 B I VED 4)USE EITHER SASH TOP LOCKS OR SASH BOIIOM LOCKS. —- - - _ _---— --- _ P.E.tt 58705 CERT.OF Al1TH,829298 I_ I