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HomeMy WebLinkAboutProduct Approval UC- /P� #` 37 l� LOA v 0 lb-7Z-C- A WIADOW/liUVK SUHEDULL �o-71 S' OcO-� 7 3�7 f APPDX IMPACT PROTECTION TD OPENING ** ID DESIGNATION TYPE IMPACT NEW * REMARKS NO STING (WXH) GLASS SHUTTER SHUTTER 37"X 63" 25 SH X EXAMPLE 1 Zsf 1/ 1 s W �( 2 2S4q x K i 2 311 X�, 4 y / y Slt- 5 '4 50- x 6 55,'I Yx y & SA- X 7 ;$*Xlfq 1/ 7 x 8 -&ylfl -Z s&_D x 9 S� A T-71 I 10 fs-11.fieJ79- 142 H x S' l 12 131 14 15 16 17 l8 19 20 21 22 23 24 25 26 27 28 29 30 *Window Replacement using existing shutters to comply with impact protection will require the existing shutters to meet the requirements of the FBC 5th Edition (2014)Residential R301.2.1.2 TOTAL GLAZED OPENING AREA FOR STRUCTRE: S.F. PERCENTAGE OF NEW GLAZED AREA: % (TOTAL INSTALLED GLAZED AREA DIVIDED BY TOTAL GLAZED OPENINGS FOR STRUCTURE) NOTE:The replacement of more than 25%of the aggregate area of exterior glazing(windows&doors)in one&two family dwellings within a 12 month period will require impact protection on all proposed glazed opening replacement(approved shutters or impact resistant glazing)as per FBC 5th Edition(2014)EXISTING BUILDING 706.4. **TYPE WINDOWS SH—SINGLE HUNG AWN—AWNING SL—SLIDING DH—DOUBLE HUNG CAS—CASEMENT FIX—FIXED Florida Building Code Online Page 1 of 3 BCIS Home 3 Log In i User Registration Hot Topic Submit Surcharge 1 Stats&Facts Publications i FBC Staff BCIS Site Map eLinks 1< Search j go Product ApprovalUSER:Public User Product Approval Menu>Product or Application Search>A liZ11. ail FL# R24 Application Type Code Version Application Status Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer (1. ecshtnroelo uis Address/Phone/Email D North Venice,FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature lens Rosowski jrosowski@pgtindustries.com Technical Representative lens 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 Ion 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 OB/22/2016 Date Validated 09/07/2016 Date Pending FBC Approval Date Approved 09/08/2016 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS 1 Bu8CAEm... 4/20/2017 Florida Building Code Online Page 2 of 3 ` Summary of Products FL# JIVIodel,Number or Name Description 239.1 ISH-200(Non-Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL139 R74_l_CAC 16-0505_0?. f 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(NOA)for FL239 R24 TI 16-0505.02.odf product performance Information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.2 ISH-500(Large Missile Impact) WinGuard Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R24 C CAC_ 15-0612.12b.ndf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 01/08/2019 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL239 R24 11 15-0612.12b.odf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.3 iISH-600(Non-Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R24 C CAC 16-0714.05.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(NOA)for FL239 R24 11 16-0714.05.1)df product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.4 JiSH-700(Large Missile Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R24 C CAC 16-0714.06.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(NOA)for FL239 R24 ii 16-0714.06.1)df product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.5 ISH-800(Large Missile Impact) Multi-Story Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL239 R24 C CAC 16-0714.01.odf 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(NOA)for FL239 R24 11 16-0714.01.odf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.6 SH-800(Small Missile Impact) Multi-Story Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL239 R24 C CAC 16-0714.02.odf 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(NOA)for FL239 R24 II 16-0714.02.odf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.7 SH-3000(Large Missile Impact) Architectural Systems Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R24 C CAC 15-0612.11 LMI.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/06/2017 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL239 R24 IT'15-0612.11 LMI.ndf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Parry: 239.8 SH-3000(Small Missile Impact) Architectural Systems Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R24 C CAC 15-0612.10 SMT.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/06/2017 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL239 R24 IT 15-0612.10 SMT.ndf product performance Information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: r SH-5400(Non-Impact) Vinyl Single Hung Window Certification Agency Certificate se in HVHZ:Yes FL239 R24 C CAC 16-0714.04.odf se outside HVHZ:Yes Quality Assurance Contract Expiration Date nt:No 07/30/2020 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS 1 Bu8CAEm... 4/20/2017 Florida Building Code Online Page 3 of 3 Deslgn Pressure:N/A Installation Instructions Other:Please see Miami-Dade Count N cceotance(NCA)for FL239 R24 It 16-0714.04.ndf • product performance informati , nchorage n Fta�type, Verified By:Miami-Dade BCCO-CER size,and spacing inform n. \ Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.10 SH-5500(Large Missile Impact) Vinyl Single Hung window Limits of Us Certification Agency Certificate Approved ruse in HVHZ:Yes FL239 Approved or use outside HVHZ:Yes ality Assurance Contract Expirat ate Impact Re istant:Yes 07/30/2020 Design Pre sure:N/A Installation Instructions Other:Pleas ee Miami-Dade County Notice of Acceptance( for FL239 R24 It 16-0714.03.0 product pertorm ce information,anchorage details,and an r type, Verified By:Miami-Dade BCCO-CER size,and spacing in ation. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: RM Contact Us::2601 Blair Stone Road,Tallahassee Fl,32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: MRA eCAect .i Credit Card Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS 1 Bu8CAEm... 4/20/2017 MIADADS MIAMI-DADS COUNTY LTXAM PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)3i5-2590 F(786)315-2599 NOTICE OF ACCEPTANCE(NOA) www.miamidade.eov/economy 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 construction 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 AFU(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purp es.If this product or material fails to perform in the accepted manner,the manufacturer will incur the expen of such tasting and the AHJ may r immediate) a use of such product or materia ithin their jurisdiction. RER res s the right to revoke this acceptance, r r ermined by Miami-Da County Product Control action that this product or material fails to meet the requireme the applicable uilding code. This product is approved as described herein,and has been designed omply w th the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series"5500"PVC Single Hung Window—L.M.I. ROVAL DOCUMENT:Drawing No.MD-SH5500-01 titled" ' lung Window Installation- LM",sheets f 13 dated 05/15/ • ton A dated 05/05/16,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:Large and Small Missile Impact Resistant 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 jab site at the request of the Building Official. This NOA revises NOA#15-0519.05 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. NOA No.16-0714.03 MIAMtDA®uN•ry �//�gl � Expiration Date:July 30,2020 ` Approval Date: August 18,2016 Page 1 i I PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No.15-0519.05) 2. Drawing No.MD-SH5500-01 titled"Single Hung Window Installation-LM",sheets 1 through 13 of 13, dated 05/15115, with revision A dated 05/05/16, 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 1 spacer system,Duraseal®spacer system,Super Spacere NXTThr spacer system and XL I Edge7m 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. 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 previous NOA No.15-0519.05) 3. 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 series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. 1-71-7966,dated 08/21/14,signed and sealed by Idalmis Ortega,P.E. (Submitted under previous NOA No.15-0519.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-51h Edition(1014),dated 05115115,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No.15-0519.05) ZiU Manuel Pg E. Product Control Exam' er NOA No.16-0 4.03 Expiration Date: July 30,2020 Approval Date: August 18,2016 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS(CONTINUED) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS(CONTINUED) 1. Notice of Acceptance No.14-0916.10 issued to Kuraray America,Inc.for their "Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No.14-0916.11 issued to Kuraray America,Inc.for their "SentryGlas®(Clear and White)Glass Jnterlayers"dated 06/25/15,expiring on 07/04/18. 3. Notice of Acceptance No.12-1120.02 issued to Royal Window and Door Profiles, Plant 13 for their"White Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/28/13,expiring on 02/28/18. 4. Notice of Acceptance No.14-0529.13 issued to Royal Window and Door Profiles, Plant 13 for their"Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors"dated 04/16/15,expiring on 04/16/20. 5. Notice of Acceptance No.14-0529.14 issued to Royal Window and Door Profiles, Plant 13 for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors"dated 04/16/15,expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-2010 and FBC-51h Edition (2014),dated May 15,2015,issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NDA No.15-0519.05) 2. Statement letter of no financial interest,dated May 15,2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted tinder previous NDA No.15-0519.05) 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. 4. Proposal No.16-0125 issued by the Product Control Section,dated March 09,2016, signed by Ishaq Chanda,P.E. G. OTHERS 1. Notice of Acceptance No.15-0519.05,issued to PGT Industries for their Series "5500"PVC Single Hung Window-L.M.I."approved on 07/30/15 and expiring on 07/30/20. Manuel Per , Product Control Easm' er NOA No.162091 4.03 Expiration Date: July 30,2020 Approval Date: August 18,2016 E-2 ANCHORAGE ANCHORAGE EXAMPLE DESIGN PRESSURE R/1TING IMPACT RATING EXAMPLE FOR �26-1l8"MAX.O.C.� 2?, 777 " RADIUS-TOP 54"MAX.BUCK WIDTH FOR ARCIi-TOP HEADER(SIM. 12"MAX.FROM VARIES PER REINFORCEMENT LARGE&SMALL MISSILE HEADER(SIM.FORALL 30" 12" LEVEL,SEE SHEETS 6.7 IMPACT RESISTANT FOR ALL -- FRAME SEAM f-I- -� WINDOW TYPEB)WINDOW TYPES) // SHEET3 1B,SEE1 _, MAX O C -[ j\- -- 52-1/8"MAX.BUCK WIDTH_ _ 10'MAX.FROM _ SEE SHEETS 1-1/4" B,SEE 30"MAX.O.C. " SHEET3T,FIXED VISIBLE 12"Tax' FRAMESEAM SHD.SEE EET4 8&9SHEET 3 LIGHT WIDTH —♦I- .L A,SEE r- -' I� I I B,SEE _.__�-•.-30'MAX.O.C.-� / SHEET3j I I 12"MAX. FIXED SHEET 3 12"MAX. � C.SEE t SHEET4t + EQUALLY j / VISIBLE T A.SEE r'-' -' EQUALLY I / 17-7/8"MAX.O.C. SPACED I I / LIGHT 17.7/8°MAX.O.C. SHEETS�' SPACED II NCHORS PER / --� TABLES 9-11 - / HEIGHT _L EQUALLY I / 1 I I I 17-7/B"MAX.O.C. ANCHORS PER I 91.78" SPACED I I / TABLES 9-11 O I O I I I MAX, NCH PER I I 84" O II I I 84" I I BUCK TABLES 9-11 I I 62" O I I BUCK MAX -�- HEI HT MAX. I HEIGHT 10"MAX.O.C. BUCK 10"MAX.O.C. I 10"MAX.O.C. BUCK I AS SHOWN X Q �_ HEIGHT x i 4 x f l 4 HEIGHT X i {� (MAX., u ) �._.__._ I I L._._._- -.1 I 13-3/4"MAX.O.C. L._._._- •.T EQUALLY 113-314"MAX.O.C. UALLY I SASH 13.3/4"MAX.O.C. EQUALLY I SPACED I PACED I /VISIBLE SPACED I`��-.--/ • I ANCHORSPER I ANCH SPER I LIGHT +� ANCHORS PER j�T SEE TABLES 9-11 I / A TABL 9-11 / HEIGHT I TABLES 9-11 / ----- -- ' SH BE8 9 ----- 1 I 1 1 6-1/2'MAX. 6A W MAX. 6-1I2"MAX. 71 B JNO ANCHORS AT SILL rI` 8 ___ DANCHORS ATS ILL 8— _-J NO ANCHORS ATS ILL D�---J " �+ 54'MAX.BUCK WIDTH �I NOTCH DETAIS,Er SILL WEEP. SASH VISIBLE NOTCH SEE L TAI S, 54°MAX.BUCK WIDTH NOTCH DETAFp- SEE SILL E S, NOTCH DETAdS, SEESILLWEEP- SHEET 3 LIGHT WIDTH SHEE SHEET 3 SHEET 4 ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATIO OR TYP.FLANGE FRA ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORI RFL C ORATION 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 7-11 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GENERAL NOTES:SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW GENERAL NOTES.........................1 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). ELEVATIONS.................................1 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD LITE(CAP)MUST TEMPERED. FRAME,GLASS&ANCHOR 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 OPTIONS.............................2 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. INSTALLATION,FLANGE& 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 EQUAL LEG/BOX.................3 DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN INSTALLATION,INTEGRAL FIN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). &J-CHANNEL......................4 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INSTALLATION ANCHORS GLAZING DETAILS........................5 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. DESIGN PRESSURES...................8-7 6)1/4°MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. ANCHOR QUANTITIES.................8-10 7)DESIGN PRESSURES: EXTRUSION PROFILES................11 A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. LLSSEMBLY&PARTS LIST...........12-13 S.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. STANDARDS USED: B)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE HAS •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS IMO WOOD.ANCHORS THAT COME INTO CONTACT 'ASTM E1300-09 WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. •ANSVAF&PA NDS-2012 FOR WOOD CONSTRUCTION PRODUCT'REVISED 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. -ALUMINUM DESIGN MANUAL,ADM-2010 as c",plyiap with the FW 1p 10)REFERENCES:TEST REPORTS FTL-7964&7966;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NOA;ROYAL WINDOW AND DOOR PROFILES,LTD WHITE&BRONZE/ •AISI-S100-07/S2-2010 BoildioC Code LIGHTER SHADES OF CAP COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSI/AF&PA NDS&A UMINUM DESIGN MANUAL Aaapimice hto 16.O Jy-•a3� 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. ': Revised By: Oete; Revisfon: Expiration Date !� A ADDED SPACERS USER INSTRUCTIONS: -' JR 05/05/16 TO SHEET 11. B Miamhpade puwfvct Cdstroti r 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. Revised By. Date: Revfslon; (//. 2)DETERMINE THE 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 PRESSURE FROM TABLES 4-8.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW (2 Oestri Pflon: Drawn BY: OPENING OBTAINED IN STEP I. IH GENERAL NOTES&ELEVATION J ROSOWSKI 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 9-11.VERIFY THE ANGHOWSUBSTRATE WILL MEET REQUIREMENTS FOR 6 1070 TECHNOLOGY DRIVE lite: Data: YOUR OPENING'S CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET-SET ARE MET. '•. °•` 5)INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. _ ;I,, .,s. N.VENICE, FL 34275 (941)-480-1600 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ";�, \�� Scde: Rev: NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, it; Sarles/Model: S Sheet: Orawfng No. •'/'qi :N INTEGRAL FIN OR EQUAL LEG/BOX). ,�nr4EYi:�.E. CERT. OF AUTH. (/29298 SH-5500 NT1 OF 13 MD-SH5500-01 A P.E.#59705 TABLE 1:ALLOWABLE GLASS TYPES Frame GI rame Frame Glass Design Pressure Description(Listed from Exterior to Interior) Types Options Conflgs. Shapes Installation Options that may be used a Table# Sheet# 9 B) (s¢¢Table 1) (see Fig A) (see Fig C) 5 /8"Laminated I.G.:1/8'A Exterior Cap+7116"Air Space+5/16"Laminated;(2)Liles of 1/6"A Glass with.090'PVB Intedayer 4,5 6 718"Laminated I.G.:1/6"T Exterior Cap+7116"Air Space+5116'Laminated;(2)Lites of 1/8°A Glass with.090"PVB Intedayer 4,6 6 ....into 2X Wood Frame/Buckstrip-sheet 3,option 1 Equal-Lite, Square/Rect., 7 7!8"Laminated I.G.:3/16"A Exterior Cap+318"Air Space+5/16"Laminated;(2)Liles of 1/8"A Glass with.090"PVB Intedayer q 6 Flange 5-16 Oriel/Prmiew Arch-Top& Through the frame ....into Concrete/CMU-sheet 3,option 2 8 718'Laminated I.G.:3/16'T Exterior Cap+3/8"Air Space+5116°Laminated;(2)Lites of 1/8'A Glass with.090"PVB Intedayer 41 6 6 (#2) &Cottage Radius-Top of the window...... ....through 1X Buckstrip Into Concrete/C set 3,option 3 9 7!8"Laminated I.G.:1/8"A Exterior Cap+7/16"Air Space+5/16"Laminated;(2)Lites of 1/6"H Glass with.091)"SG Intedayer 7 7 ....Into Metal-sh i 10 7/8"Laminated I.G.:1/8°T Exterior Cap+7116"Air Space+5/16°Laminated;(2)Liles of 1/8"H Glass with.091)"SG Intedayer 7 7 ....Into 2X Wood Frame/Buckstdp-sheet 3,option 1 Box! Equal-Lite, Square/Rett., Through the frame ....Into Concrete/CMU-sheat 3,option 2 11 7/8'Laminated I.G.:3/16°A Exterior Cap+318"Air Space+5116"Laminated;(2)Utes of 1!8"H Glass with.090"SG Intedayer 7 7 Equal-Leg 5-16 Odel/Prodew Arch-Top& 9 P 12 7!0"Laminated I.G.:3/16"T Exterior Cap+31B"Air Space+5116"Laminated;(2)Lites of 1!8'H Glass with.090"SG Intedayer 7 7 (#q) 8 Cottage Radius-Top of the window...... ....lhrough iX Buckstdp Into Concrete/CMU-sheet 3,option 3 13 7/8'Laminated I.G.:1/e"A Exterior Cap+5116"Air Space+7/16'Laminated;(2)Was of 3/16'A Glass with.090"SG Intedayer 8 7 ....foto Metal-sheet 3,option 4 14 7/8'Laminated I.G.:118"T Exterior Cap+5/16"Air Space+7/16"Laminated;(2)Lites of 3116"A Glass with.090"SG Intedayer 8 7 Through the ....into 2X Wood Frame/Buckstrip-sheet 4,option 5 Equal-Lite, Square/Rect.,integral fin...... 15 7/8°Laminated I.O.:3/16"A Exterior Cap+1/4°Air Space+7/16"Laminated;(2)Lites of 3116'A Glass with.090'SG Intedayer 7 7 J-Channel ....into Metal-sheet 4,option 7 5-8 Oriei/Prodew Arch-Top& 16 7/6'Laminated I.G.:3/16"T Extedor Cep+1/4'Air Space+7116°Laminated;(2)Liles of 3116"A Glass with.090"SG Intedayer 7 7 (#t) 8 Cottage Radius-Top Through the frame ••••Into 2X Wood Frame/Buckstrip-sheet 4,option 6 of the window...... ....Into Metal-sheet 4,Option 8 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME GLASS TYPES 5.7.9.11.13 Through the ....into 2X Wood Frame/Buckstdp-sheet 4,option 5 &15 MAY NOT BE USED IN Integral Fin Equal-Lite, square/Rett.,integral fin...... ....Into Metal-sheet 4,o flan 7 Group THE HVHZABOVE 30'. 5-8 O Anchor substrate Min.Edge Min. riel/Prodew Amh Top 8 p Distance Embedment• • (t!3) Through the frame ••••Into 2X Wood FramB euckstrip-sheet 4,option 6 &Cottage Radius-Top #10 SMS P.T.Southem Pine(SG=0.55) 7/16' 318" Of the window...... .,,.Into Metal-sheet 4,option 8 Steel,A36° 318" 0.050" •MIN.OF 3 THREADS (steel,18-8 S.S. Steel Stud,A653 Gr.33' 318" 0.0451°(16 Ga.) BEYOND THE METAL FIGURE A:FRAME CONFIGURATIONS FIGURE B:FRAME TYPES or 410 S.S.)A Aluminum,6063-T5* 3/8" 0.050" SUBSTRATE.FOR °A°=ANNEALED P.T.Southem Pine(SG=0.55) 7/16" 1.3/9" STEEL STUDS, q "H"=HEAT STRENGTHENED MIN.Fu=45 KSI& / /// E�i= "P'=TEMPERED 3/16"steel Ultracon Concrete(min.2.85 kst) 1" 1-3/8" MIN.Fy=33 KSI. // /'- 2 4 •PVB'=.090"BUTACITE®PVB Ungrouted CMU,(ASTM C-90) 2-1/2" 1-114" / 4 BY KURARAY AMERICA,INC. P.T.Southem Pine(SG=0.55) 9116" 13/8" "UNGROUTED CMU" #12 SMS VALUES MAY BE JQ BOX OR "SG"=.090"SENTRYGLASO B (steel,18-8 S.S. Steel,A36' 3/8" 0.050" USED FOR GROUTED 9/// FLANGE EQUAL- '-j INTERLAYER BY KURARAY or 410 S.S.) Steel Stud,A653 Gr.33• 316" 0.0451"(18 Ga.) CMU APPLICATIONS. _ LEG AMERICA,INC. 18" 0.063" EQUAL-LITE ORIEL COTTAGE 114"steel Ullracon Concrete(min.2.85 ksl) 1 13/4" C Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" FIG E C:FRAME SHAPES " Creteflex Concrete(min.3.35 ksi) T. 13/4" BUCK WIDTH I►--�BUCK WIDTH�---+i BUCK WIDTH I►- �� 1W'steel Ultracon T --- r 1/4"steel Ultracon P.T.Southem Pine(SG=0.55) 1" 1318 F i l I 1 0 3 114"steel Creteflex Concrete(min.3.35 ksi) 2-1/2" 13/4" cc cc T Ungrouted CMU,(ASTM C-90) 2-112" 1-114 _ _ tofF J CHANNEL INTEGRAL IN D 1/4"steel Creteflex Y Y ru Y = Q Q P.T.Southem Pine(SG--0.55) 1" 1318" x W 1/4"steel Aggre-Gator Concrete(min.3.275 ksl) 1-1/2" 1-3/8" = 114"steel Aggre-Gator P.T.Southem Pine 3G=0.55 1" 1-3/8, Grouted CMU,(ASTM C-90) 2" 2" RECTANGULAR 1. RADIUS-TOP 1. ARCH-TOP 1. WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY PRODUCr REVISED TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING ns camplyins with the Florida Min.Edge Min, DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM Bufidirie nsl Cu Group Anchor Substrate8-10. 1611714,'0115 ,Distance Embedment° THE TABLES ON SHEETS 8.10. ct proocc "��� E 2-1/2"x.131"Common Nail P.T.Southern Pine(SG=.55) 3/8" 2-7116" ;, Revised Sr. Date: Revlefon: LiupfmlkurUaic /2a2j) 2-1/2"Ring-shank Roofing Nail P.T.Southern Pine(SG=.55) 318' 2-7118" fry L/Y/ P.T.Southern Pine(SG=.55) 1/2" 1-318" Revleod By. Dote: Revielon: Miamiy xde PrMrxX(:on , #10 Trusshead SMS Aluminum,6063-T5• 318" 0.050" (steel,18.8 S.S. of 410 S.S.) Steel Stud,Gr.33• 3/9" 0.0451"(18 Ga.) MIN.OF 3 p Descriptlen: Drawn Br. F Steel,A36• 3/E" 0.050" C{.G ) 6 ;` = GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI THREADS BEYOND P.T.Southern Pine(SG=.55) 9116" 1318' THE METAL 1070 TECHNOLOGY DRIVE tire: Date: #12SMS Aluminum,8063-T5° 318" 0.063" SUBSTRATE.FOR ` ' ' N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 (steel,18-8 S.S. STEEL STUDS, ... Steel Stud,Gr.33• 3/8" 0.05D" "i (041)-480-1 B00 Or 410 S.S.) MIN•Fu=45 KSI& ,;' , �'• Sedea/Moder: Scale: Sheet: Drawing No. Rev: Steel,A36' 3/8" o.oso° MIN.Fy=33KSI. ,I A.I,YNNh(IL�ER)A\E. CERT. OFAl1TH. 29298 SH-5500 NTS 20F13 MD-SH5500-01 A P.N. 59705 INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES — INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX INSTALLATION DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETE/CMU. OPTION 1 EDGE DISTANCE SEE NOTE 2,THIS SHEET. EMBEDMENT ANCHOREDTHROUGH EMBEDMENT FRAME INTO 2X WOOD 114"MAX SHIM 16 114"MAX SHIM FRAME OR BUCKSTRIP. —►I ° �— SASH VISIB 17 I ••• SEE NOTE 2,THIS SHEET. EMBEDMENT .., — � EDGE GE " D� 18 LIGHT WIDTHH o a DISTANCE FLANGE FRAME TANCE r < SHOWN • ---- -- ""' � L-J 44 BALANCE 'MAX TYPE VARIES TYP.ANCHOR SHIM TYP.BE RTAN 42 WITH SASH TYPE, EMBED NT AND. WEIGHT Sq EMBEDMENT 2 TYP.ANCHOR TYPE, EDGE ° Q 30 •' AND EDGE EMBEDMENT AND EDGE DISTANC a 31 I\ DISTANCE PER DISTANCE PER SUBSTRATE, SUBSTRATE, L1 EDGE SUBSTRATE, Q18 SEE TABLE 2,SHEET 2. SEE TABLE 2,SHEET 2. •• EXT[En7RIOR 87 4 �� DISTANCE SSEE HEET 22. 2, • ,m FIXED VISIBLE FIXED I 19 20 OPT.SASH TOP FLANGE LIGHT WIDTH EQUAL VISIBLE LIFT RAIL I 2 LIGHT FRAME LE0IBOX BUCK WIDTH FOR ALL WINDOWS: NOTES: SHOWN f FRAME HEIGHT 1ANCHOR @3.55^ HORIZONTAL SECTION A-A SHOWN 49 48 FROM END AND AT 1)USE ONLY 21 CENTER. SUBSTRATE-APPROPRIATE j 22 FOR WINDOWS ANCHORS LISTED ON TABLE 2, SHEET 2.FOLLOW EMBEDMENT AND OVER 36"WIDE: DADE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. 72 D D ADD ADDITIONAL EDGE DISTANCE LIMITS.ANY MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLE 2,SHEET 2. SCREWS @16-318° INSTALLATION OPTION SHOWN MAY 1a 45 46 47 FROM END.O BE USED ON ANY SIDE OF THE 35 a FOR WINDOWS WITH WINDOW. 114"MAX. BOTTOM LOCKS: SHIM #10 OR#12 STEEJFRAME 114^MAX. BUCK 50 r 16 ADD ADDITIONAL 2)MASONRY ANCHORS MAY BL SELF-DRILLING HEIGHT SCREWS @ 6-38• USED INTO WOOD D PER TABLE 2, SMS(G5),SEESHIM 85 FROM END. SHEET 2.ALL WOOD BUCKS LESS E] TABLE 2, CO3 30 THAN 1-1/2"THICK ARE TO BE SHEET 2. D SASH CONSIDERED 1X INSTALLATIONS.IX EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF _ LIGHT UNIT IS INSTALLED DIRECTLY TO _ HEIGHT SUBSTRATE.WOOD BUCKS yy 16 DEPICTED AS 2X ARE 1-1/2'THICK 88 1— USE EITHER OR GREATER.1X AND 2X BUCKS OPT. LATCH OR (WHEN USED)SHALL BE DESIGNED L� U (2)1" 81 30 65 64 BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO FLANGE a. INTERIOR 31 TESTED UNIT THE STRUCTURE.WOOD BUCK FRAME n D INSTALLATION IS THE EACH NAP LOCATION:6-5/8' DESIGN D. FROM SASH END. OR ARCHITECT OF RECORD.THE ENGINEER SHOWN UD�o NOTCHES AT 80 EXTERIOR g 66 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION fl INSTALLATION (ALSO REFERRED TO AS DAYLIGHT OPTION 4 \/ OPTION 4 1'ItODUCP ItBVISw 67 OPENING)IS MEASURED FROM as camptying With the Fkhd& 1/4"MAX SHIM BEADING TO BEADING. ANCHORED THROUGH ANCHORED THROUGH Building Cade EQUAL-LEGBOXFRAME INTO METAL FRAME INTO METAL FRAME SHOWN �C�O�❑� rD*.I " Dat. O •O/ RevLsed By. Dote: Revlslon: d By .27"X 1.25" NO ANCHORS Minmi ade PmdncL fnnlru`r WEEPHOLE Revleed By: Data: RaHslon: / VER@ O REQUIRED IN VISIBLE LIGHT FORMULAS WCO ICOFROM 39 FLANGE OR EQUAL-LEG WIDTH EACH END. FRAME SILLS @SASH:BUCK WIDTH-6-12" i : V Descriptlom Drawn Br. @ FIXED LITE:BUCK WIDTH•4-318^ fir'�,� 6 ' FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI HEIGHT(EQUAL-LITE) v' 1070 TECHNOLOGY DRIVE TDIe: Date: VERTICAL SECTION B-B BUCK HEIGHT2-3.15116' N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 (sat)—aso—lsoo '. Sades/Model: Scale: Sheet: Drowing No. Rev: •A.LYNN MIL44ER;P.E CERT. OF AU-H. #29296 SH-5500 NTS 3 OF 13 MD-SH5500-01 A P�E.)2587b5 INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO 2X ANCHORED THROUGH INTEGRAL FIN INSTALLATION OPTION 5 EMBEDMENT WOOD FRAME OR BUCKSTRIP.SEE INTO 2X WOOD FRAME EDGE DISTANCE ANCHORED THROUGH INTEGRAL I+- EMBEDMENT NOTE 2,THIS SHEET. BUCKSTRIP.SEE NOTE 2,THIS SHEET. FIN INTO 2X WOOD FRAME OR O1/4"MAX SHIM 1/4"MAX SHIM BUCK-STRIP.SEE NOTE 2,THIS EDGE DISTANCE 16 SHEET. TYP.ANCHOR TYPE, SASH VISIBLE 17 J-CHANNEL EMBEDMENT AND EDGE ❑� 18 LIGHT WIDTH 012 FRAME 1 DISTANCE PER SUBSTRATE, SHOWN 1. SEE TABLE 2,SHEET 2. D ----- --- -----� a o (SCREW SHOWN) 44 BALANCE TYPE VARIES - �� EMBEDMENT 1/4"MAX SHIM 42 WITH SASH TYP.ANCHOR TYPE, EDGE 1 D STANCE PER SUBSTRATE, DISTANCE R❑/� WEIGHT 5.. 30 37 o Q U SEE TABLE 3,SHEET 2. n nIII EXTERIOR NP.ANCHOR TYPE, 18 (NAIL SHOWN) �-1 87INTEGRAL DISTANCE PERAND EDGE SUBSTRATE, � FIXED VISIBLE v 3 FIN DISTANCE PER SUBSTRATE, 19 FRAME SEE TABLE 3,SHEET 2. FIXED 20 OPT.SASH TOP LIGHT WIDTH J-CHANNEL SHOWN (NAIL SHOWN) VISIBLE LIFT RAIL FRAMELIT 1 HEIGT I FOR ALL WINDOWS: NOTES: SHOWN + 1 ANCHOR @ 3.55" BUCK WIDTH J 49 j 48 21 FROM ERN.D AND AT i)USE ONLY HORIZONTAL SECTION C-C CENT SUBSTRATE-APPROPRIATE 22 FOR WINDOWS ANCHORS LISTED ON TABLES 2&3 OVER 36"WIDE: OF SHEET 2.FOLLOW EMBEDMENT DADE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD, 72 O AND EDGE DISTANCE LIMITS.ANY 1/4"MAX' 0 ADD ADDITIONAL SHIM MAY BE VERTICAL OR HORIZONTAL.BEE SUBSTRATE PROPERTIES,TABLES 2 8 3,SHEET 2. 45 48 47 SCREWS @16-318' INSTALLATION OPTION SHOWN MAY 14 35 FROM END. BE USED ON ANY SIDE OF THE FOR WINDOWS WITH WINDOW. BUCK - BOTTOM LOCKS: #10 OR#12 STEEL 1/A"MAX. HEIGHT 50 16 ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE SELF'DRILLING SHIM SCREWS @ 8.3/8" USED INTO WOOD AS PER TABLE 2, SMS(G5),SEE 85 T__ FROM END. SHEET 2.ALL WOOD BUCKS LESS ❑ TABLES 2&3, Q� 30 THAN 1-1/2"THICK ARE TO BE SHEET 2. Q SASH CONSIDERED 1X INSTALLATIONS. EXTERIOR VISIBLE 1X WOOD BUCKS ARE OPTIONAL IF LIGHTUSE EITHER UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE.WOOD BUCKS LATCH(SHOWN) DEPICTED AS 2X ARE 1-1/2"THICK 86 16 OR BOTTOM OR GREATER.1X D 2X BUCKS 65 OPT. O LOCK(SHEET 3). N TESTED UNIT USED)SHALL BE DESIGNED Q FIN ANDIOR Q (2 81 30 63 LOCATION:6-518" TO TO PROPERLY TRANSFER LOADS FLANGE REMOVED INTERIOROR 31 TO THE STRUCTURE.WOOD BUCK WEEP FROM SASH END. DESIGN AND INSTALLATION IS THE IN-FIELD INTEGRALFIN N ESAT 90 RESPONSIBILITY NO ANCHORS CHORS OR ARCHITECT P EACH END. RECORDF THE . FRAME SHOWN l REQUIRED IN FRAME EXTERIOR INSTALLATION 7 SILLS IF ANCHORING 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT OPTION? OPTION 8 PRODUCT RSVISBD 1/4"MAX OPENING)IS MEASURED FROM oc mrplymg cairn r4�aPhviu'k BEADING TO BEADING. ANCHORED THROUGH ANCHORED THROUGH FRAME INTO METAL IlaildinB Code INTEGRAL FIN INTEGRAL FINIFLANGE REMOVED FRAME SHOWN I^�M�-�'I SHIM INTEGRAL FIN INTO METAL ( ) Acco tww� -� ❑ Revised By: Date. Revlslon: Ssr iirnik n Date 7 '� 27"X 1.25"WEEPHOLE O3B WICOVER@2.87" ter_ FROM EACH END. VISIBLE LIGHT FORMULAS Revised By. Dote: Revlslon: TYP.ANCHOR E. O EDGE DISTANCE WIDTH EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, i_ @SASH:BUCK WIDTH-6-112' ® Description: Drown BY: SEE TABLE 3,SHEET 2. —.I EMBEDMENT @ FIXED LITE:BUCK WIDTH.4-318" C{ �- iy �6 J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI (SCREW SHOWN) ., HEIGHT(EQUAL-LITE) 1070 TECHNOLOGY DRIVE Title: Date: INSTALLATION OPTION 5 VERTICAL SECTION D-D BUCK HEIGHTI2.3.15116" N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ANCHORED THROUGH INTEGRAL FIN %.� �.',:;...,, .•�' (941)-480-1600 INTO 2X WOOD FRAME OR BUCK- A.'LkNry M�Lh6R;A.E. Series/Model: scale: shoot: Drawing No. v.Re STRIP.SEE N0TE 2,THIS SHEET. P.E.058705 CERT. OF AUTH. #29298 SH-5500 NTS 4 OF 13 MD-SH550O-01 A -- /8"NOM. 718"NOM. 718"NOM. 718"NOM. -►{ 718"NOM. 5116"A/A B 5/16"A/A PVB 5/16"A/A PVB 5/16"A/A PVB I 5/16"HM SG 7/16"AI SPACE--\ 7/16"AIRSPACE--\ 3/8"AIR SPACE 3/8"AIR SPACE 7/16"AIR SPACE 1/"A_GLASS 1/8"T GLASS 3116"A GLASS--\ 3/16"T GLASS 1/8"A GLASS aEXTERIOR a EXTERIOR a EXTERIOR GI EXTERIOR a EXTERIOR 78-79 76-79 767fl 76-78 7679 GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 718"NO 7/8"N I+- --�-{ 7/8"NOM. �+- --� 7/8"NO7/8"NOM. �- 5/16"H1H SG 5/16"H/H SG 5/16"H/H SG I I 7/16"A/A SG 7/16"A/A SG 7116"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 5/16"AIR SPACE 5/16"AIR SPACE 1/8"T GLASS 3116"A GLASS 3116"T_GLASS 1/8"A GLASS 1/8"T GLASS a EXTERIOR <�]EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR 76-79 ♦ 78-78 7678 76-79 7679 GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 -+{ 7/8"NOM. - 7/8"NOM. �+- 7/16"AIA SG I I 7116"A/A SG I 1/2"NOM.GLASS 'GLASS TYPES 9 THROUGH 1/4"AIR SPACE 1/4"AIR SPACE 76-79 SITE TYP. 16 MAY NOT BE USED 3/16"A GLASS 3116"T GLASS--\ WITH J-CHANNEL OR 72 74 INTEGRAL FIN FRAMES <]EXTERIOR a EXTERIOR GLASS TYPES 5,7,9,11,13 7678 78.76 - 4RIOR ' &15 MAY NOT BE USED IN 75 THE HVHZ ABOVE 30'. PRODUCT REVISED m cnmplying with dw Fhwide GLASS TYPE 15 GLASS TYPE 16 13°�pgCd! o 03 - 30 x ration DnteRevleed BY: Date: Ravielort: � �2�JOOr!:!v El Revlaed Dy: Dafe: Mi:un Undu Product • Revision: • GLAZING NOTES: {i45 'A"=ANNEALED R ® Doserlption: Drown By: TYP. GLAZING DETAIL "H"=HEAT STRENGTHENED GLAZING DETAILS J ROSOWSKI 'T=TEMPERED 6 PVB"-.090"BUTACRE®PYB BY KURARAY AMERICA,INC. - - �• G, I ' 1070 TECHNOLOGY DRIVE 77t1e: Date: "SG"=.090"SENTRYGLAS`-"BY KURARAY AMERICA,INC. '" - N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1,SHEET2. '�'r ,�.j y':,'�,','i (941)-480-1600 Sedee/ModohScale: Sheet: Dmwfng No. Rev. 'A,ON.NIIILLER,Ft�E. CERT. OF AUTH. X29296 SH-5500 NTS 5 OF 13 MD-SH5500-01 A fi.E.'t{SA705 TABLE 4: TABLE 5: _ TABLES: 0"""Pa Doa"Swh alar.Types Desfgn Pressure,lbslRl a O.,xdpllan mr Bhan s.,h Ne0h1 Design Praesure,Ibsif? 01ew7y"It Design Pres sure,Ibelf32 6,6,7 6 B Rolnl.L- Rena.®%d- Re Bn) W 13.k Width m 6.7&a +1-50.0 Ralght Sh- u loos 52375 +65.0/-70.0 R.Inf.Laval 23.5 Equ2We 11.39! 'Me -10.0 +BSA •70.0 Rulnf.Laval Rl Far all vAndmv&-h.1- 6fandud Cola9e 11.517.15.870 +05.0 -70.0 +05.0 .70.0 R2 Fo,all Andav and sash sixes 26 Egw4lde 11.583-14.516 +05.0 •70.0 .05.0 .70.0 SEE TABLE 9,SHEET 8 FOR Stenaem PraAwv 11.383-11.582 4Es.0 .70.0 .85.0 .700 SEE TABLE 10,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. Telwl 23.517-26286 +B5.0 -70.0 .65.0 -70.0 ANCHOR GROUP AND QUANTITY. SI.M.re CdlaOe 20.958-23.516 +65.0 -70.0 405.0 •70.0 37.375 Fgm414s 17.517-20.057 +65.0 .70.0 +55A .70.0 Slan&d NW- 14.617-17.516 +860 •70.0 +65.0 .70.0 Slk%I.01 11.377-14.516 +85.0 -70.0 .65.0 60.0 0 Llwl 27.583-31.6111 465.0 -70.0 +85.0 .70.0 Custom Glia 20.517-27.682 +65.0 .70.0 +85.0 .70.0 SI-ird Cdlnaa 23.517-26.510 ,65.0 •70.0 +65.0 •70.0 n QHEADER 44 Equal46. 20.517-23.51 +65.0 -70.0 .85.0 •7a.0 HEADER Stwdwd Prodew 17.5t7-20.518 +G.0 -70.0 +55.0 .70.0 23 c t-Efxe 14.517-17.516 +e.o -70.0 .65.0 .700 23 o l 11.383-14.011 +e.0 •70.0 .85.0 .70.0 T.I.0L� o T.Bosl 31.683-35.011 +85.0 •70.0 +85.0 -70.0 Sl.nd-I CdW -1. .65.0 •70.0 u� Equ W.e 4C 20517.26.516 +05.0 -70.0 +55.0 - Q OMEETING RAIL 48 slamam ProAae - - e MEETING RAIL Cwloln Saa 14.517-17.616 +85.0 -70.0 +05.0 -70.0 26 0 Qa1am su. 12517-14.510 +e.0 -70e +65.0 60.0 Q 27 0 E%TERIOR F Shonwt 11.777.12518 .85.0 -70.0 +65.0 -70.0 EXTERIOR a Taves/ UMB-37.638 .660 -70.0 .65.0 680 SW.WdcdWIp 1 20.51-33201 .55.0 -70.0 .65.0 .70.0 ° 0 23 Equ24Ro 23.517-28.510 +85.0 •70.0 +65.0 .70.0 23 JAMB C.tam Slm 20.517-23.510 +65.0 .70.0 .650 -72 JAMB 49.825 smodanlPrw4ew 17.517-25516 +65.0 .70.0 +65.0 .70.D EXTERIOR SASH EXTERIOR SASH caa. St.. 14.517-17.516 +660 .70.0 +85.0 .70.0 a HEIGHT Caatamslx. 12517-14.516 +Me -10.0 .65.0 -11.0 Slmnwt 11.3"-12516 +060 -10.0 +05.0 .70.0 Teew1 3551-41.104 +e.o -70.0 +85.0 .70.0 OSlmdam Cdle9a 31.517-36.516 +850 40.0 +65.0 .70.0 23 23 Egw6R. 26.617-31.516 +850 40.0 +S.a -70.0 Standard P,edwv 23.517-20518 +85.0 -70.0 +654 -70.0 SILL D e2 c0atam sme 20.617-23.618 +65.0 1.70.0 1+85.0 .70.0 SILL O cmtam sizo 17.517-20.518 +135.0 -70.0 +05.0 •70.D C.1-s@a 14.617-17.516 +6&0 -70.0 +15.0 318.1 GSh.t 52 13.017-14.510 +05.0 J0.0Me +85.0 417.3 9Mdw1 11.500-13.010 +15.0 -70.0 +05.0 E0.5 Tellwl 38517-41.604 +65.0 -70.0 .65.0 .70.0 o Coelom Size SB.51749.616 +060 -70.0 +55.0 -70.0 EgwWBe 55.517-30618 +650 -70.0 +65.0 -70.0 75 Lwtom Size 32.517-35.516 +050 -700 + .D -700 SECTION DETAIL FOR WINDOWS WITH Swrd rdPmAe 29.517-32.610 +55.0 -70.0 +65.0 •70.0 SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT&GLASS TYPES 5,6,7&8 Cu,lamsixe 26.117-26.516 .ss.o -70.0 +fis.D 67.3 LEVEL R2 REINFORCEMENT&GLASS TYPES 5,6,7&8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE shv0eat 25.510.7.6.018 +55.0 -700 +15.0 66.5 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES& Egaa<Ra 3&517.41.844 160.0 .70.0 +65.0 -70+0 APPLY TO ALL FRAME TYPES& CONFIGURATIONS) ea Gelom Sit. 36517-35618 +as.0 -70.0 .85.0 A7.3 CONFIGURATIONS) S.nd.ai PW- 33.818-35.510 .85.0 •70.0 45.0 685 PRODUCTRFVISED 91.78 T.rw1 41.844 +65.0 .70.0 465.0 a 5 as-MlAyinS With lba Florida SEE TABLE 10,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. Building Cade p� •'MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.136 Accepllnaa lWl /e�2li2o Revised Dy: Date. Revision: G%pi'Iia Date /�j By ` h1iami)Oda PrOrllkt C0a r .,.•I"'• ` Revlsed : Date: DY Revision: NOTES: ® 17eacrip0on: Drawn By: 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. ,. (,(- 6 �,1I�d DESIGN PRESSURE TABLE J ROSOWSKI 2)FRAME DIMENSIONS ARE BUCK SASH HEIGHT IS AS PER THE FIGURE. 1070 TECHNOLOGY Rlle: Date: - N.VENICE, FL aa275z7s SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ,•" (941)-460-1600 ON THE TABLE. �:'fL•yN MILL{�y•P,E.` Serle./Model: Saafa Sheet: D7owfnq No, Rev: P. Ji 56 d5 CERT. OF AUTH. 129296 SH-5500 NTS 6 OF 13 MD-SH5500-01 A TABLE 7: TABLE B: Bfew Typo Bolcom eaaht al-Type Bottom Sash 0.12,15 ale tkscdpllon for OMn Sash Wchl Design Pressure,IbslR 13814 Deserbtlon lot Okel Sash HeIMI Design Prassum lb9RSt Ralm ts.1 Respagaw-dow i Raow Ono WNWwBuckritdlhN) Rewitn} Windowsuck WlQn pa} p HdOM Shovm up to 40 48 52125 SA 3 Hupntshomo 1B 24 32 38 40 48 52125 54 205 EOustat0 11.394 «70A •110.0 +7070•110.0-70-01.110.0 .700.1700 236 E4e9-lo. 11.394 .7070-110,0 40.01-110.01+7070 71100 +70.0-71070 +7010-110.0 +7&0-110.0 •7070-1100 -700-110,0 SWeard College 14517.1&870 +70.0-170,0 TOO•110.0 +70.0 •110.0 +70.0-770.0 Standard College 14.517.15,870 +70,0-110.0 76,0-110.0 70.0•110.0 70,0-110.0 70,0-110,0 70.0-1100 •7070 -110.0 •70,0 •1160 211 E4uaf0(¢ 71.583-14.518 +7070•11070 +70.0.110.0 170.4•110.0 .OA •170.0 26 E4u9-Ulo 11.593.14.518 •70.0-2106 70.tl -110.0 70.0 •11470 •760-110.0 •74.0 -174.0 +70,0.110.0 +1070 -1111.0 70.0 -110.0 Sloodard Prafow 11377-MEN +7070 •110.0 -70.0-110,0 70.0•110.0 +70.0•116.0 Standard Neel- 17.377.11.582 700-1100 +70.0-110,0 760-Into +70,0-110.0 770,0-1700 .700-110.0 +7oa-710,0 +700 -11070 HEADER Tallest 23,517-MIN +70.0 •ifOA +70.0•110.0 +70.0•110.0 +70.0.110.0 T011eei 23.517.26.286 •70.0-110,0 .70,0 -110.0 +7110-110.0 •70.0•170,0 .70.0-710.0 70.0-710.0 •7070-110,0 •70,0 -110..0 Standard Capape 20.858-23.578 +70.0-116.0 +70.0•itaA +Teo•118.0 +0.0•770.0 SiOadatd C0Ua9a 20.958.23.516 700-110.0 70,0-170.0 +rot-1140 +7070.110.0 •70.0•110.0 700-1100 +70.0-110.0 +70.0-110.0 25 37.376 Equ014i10 11.517-20.957 +70.0.110.0 +0.0.170.0 +76.0.110.0 70.0.709.0 37.775 Epu9411e 17.517.20.951 •70,0•710.0 70.0 -111.1 •70.0-17070 7000-110.0 •0.0-110,0 •71A -170.0 +700 -170.0 .70.0 -109. StaiNlwd Ptaiew 14.617.17.51@ .0.0-t wA +70,0.110.0.+70.0•110.0 77.1.6•720.0 StalMa7d Pta'48W 14.517.17510 +70.0-11070 +70.0-11070 +70.0•110.0 +70.0-110A 70.0-1100 70.0-110.0 700.110.0 •741•110.0 SMftOat1 11.377.14.010 .70.4 •110.0 +70.0•110.0 +70.0.107.0 .70,0-7030 ShOd081 11.377.14,510 •700-1109 •70.0-110,0 •700 •110.0 -70.0-1100 -0,0. -110.0 7070 •11D,0 70,0 •707,0 70.0 -103a I I ToOwt 27.193-31.971 70.0.i 10.0 +0.0 99.0 .O0. .9370 100 090,0 Tallest 27.'703.32.911 +70.0-140.0 +70.0-210,0 +0,0-110.8 •0.0-111.6 +70,0 I-110.0 78.0 ca.0 +0.0 1 93.0 +70.0 970.0 CuatOm Sue 20.517.27.682 +70.0•110.0 .70.0 •11870 +70.0.110.0 +70.0 410.0 CutemsRe 26.517.27.582 •700-11(10 70.0 -tike 70.0-7140 +700-tido •70,6 -17070 .7070-110.0 +70.0-170,0 70,0 •110.0 LLL MEETING RAIL Slendetd Casale 23,517-20.518 70.0 110.0••+0.0•• -1700 +760-120.0 +04•110.0 Shelteed Ceases 23617-20,616 +70.0-110.0 .0.0-210,0 70.1-110.0 ,,as 7a.a-1111.11 .70.0-110.0 9000-110,0 70.0-1100 44 E ueipl0 20.517.23.516 +7070 •710.0 •710.0 70.0.170.0 +70.0-010.0 44 EOu9-Ills 20.617.23.518 7Qq-11 tl.0 70.0-110.0 •700-110,0 •70.0-110,0 7010 -711.0 •70.0 -170,0 •ro,0 -11x0 •70.0 -170,0 27 p StaedardPWow tT517.2Q5/0 «OA'.IWO +70.0.110.0 +T0.0•1100 +100.110.0 SlaeWdPaadaw 27,517.20-516 •700r =70.0-1740 +70.0-174.0 •70.0•11070 *70.0-779.0 :70.0-11970 +74.0-119.0 •70.0-1140 Coelom Size 14.517-Meta .70.0 -11011 +70.0-110.0 +70.0.77D.0 +Too•110.0 Guuam8lta 14.617.17.510 •700 .70.0-110,0 .70.0-17x0 70.0-170. 700 •11070 •700 41D-0 70.0-110,0 •70.0•770,0 EXiERiDR Stpftact 12.371.14.518 -OA-11070 1700•1100 +705-107.0 .70.0-103,0 Shadaat 11.377-24.518 •70.0 tall-11!F. .70.0 410.0 +70.0-1100 •70,0-110.0 •70.0•1101 70.0 -lots) •70.0-203.0 �% 9 Tallest al,583-35.911 +70.0 410,0 770.0 -99.0 +70.0 .0.0 +70.0 -900 Tallest 31.593.35.911 •70tl +Tao-110.0 70,0 .110A 70.0-110.0 •70,0.110,01-70.0 990 +0,0 93.0 -70.0 90.0 Sleeved CoSage 20.517.31.602 +70.0 •110.0 •70.0.17x0 70.0•110.0 +70.0 •110.0 91o7earOCotla9B 28.517.31.582 •ItlA •7070-170.0 70.P .11.0 +70,0-110.0 •70.4 -17p.tl +70.9-11070 70.0 •110.0 0]006 -u1.A JAMB 25 EqueHpu 20.517.20.618 170.6 .110.0 .70.0•110,0 0700•11070 +00 62070 E4se0IBe 20,517.28918 70,0 -0,0-110.0 "Is-1100 +70,0-110.0 •70.0-1760 .70.0-110,0•70.0-10.0 •70.0-110.0 48 1111Llizl 17,517.20.518 +70.0 .1fao +0.0•110.0 70.0 4140 +70.0.110.0 48 SlOodatdPINow 17.517.20.510 •70.0 •70.0-110.0 70,0•110.0 •70.0•17070 -ro.tl-110.0 •70.0 -110.9 +70,0-170.0 •7070 -I1p.tl EXTERIOR SASH Custom Sian 14.517.17.518 -0.4•110.0 +0.6-11070 -70.0-770. +0.0.110.0 Custom Sbo 14.517.17.518 7700 70.0-110.0 •ro,9-110.0 Na.O-1100 •0,0-770,0 70,0•1700 +70A-1100.70.0-1100HEIGHT Cuatdn III. 12517.14.570 +70,0.1100 +70.0•110.0 +70.0.Imo+70.0-110.0 CustamsRo 12.517-tact@ +TOA- •70.0-111.0 .70.0-7100 .Tao-1700 +70.0 -1101 70A-110.0 .70.0 •110.9 7QD 410,11 SECTION DETAIL FOR i5 SMdaat 71.377-12.518 .00.220.0 +OA•1100+7ao-1100,00•118.0 SOadeat ».371.12519 70.0-H0.0 •70.0-110.0 71.6.126.0 76.0-111.6 •0.0-1100 70.0-110.0 .7aa-11070 f 16.6 T91w1 33.7f1B•37.538 70.0 •110.0 70.0 -NO +70.0 .03.0 -]0.0 -90.0 Telles) 31206 37#536 .70.0-11070 705-1100 .70.0-110.0 70.0-1111.0 -ro,o 100.1 70.0 9e.a 010.6 931 1.0 WINDOWS WiTH p ata 3aed Caaala 2@517.33.247 .7070"':1 00,0 +770.0.110.0 +70.0'.110.0 +70,0 ata.o i Standeed GaOaee 26.517.33207 +70.0 6160 .TOA-11o.0 .70.0-tloo .70,0-1105 .7ao at0.a .701-110.0 .70.0 -110.0 160 LEVEL R3 REINFORCEMENT 257 U ,. E auris 23.517• ifl ♦OA. 4u 28s 7 71070 +70.0•tID.O 70.0.110.0 .0.0•110.0 Epu944a x3.517.28.518 70.0-170.0 70.0-110,0 70.0-110.0 •70.0-110.0 •7006 -110.0 •70.0-110.0 •70.0 .110,0 10.0 &GLASS TYPES 9-16 Cnsbm Size 20.61723,51$ +70.0.410.0 1000.774.0 +O.P,110.0+00-1104 . Custom Sua 20,517.23510 +70.0-1770.0 +7070-110.0 •70,0-170,0 e7p,0-71070 +I0.0-170.0 70.0-11870 +78,0-110.tl 70. $ILL Sfankra PuMew 17.517.20.510 770.0 -010,0 NO.o.110.0 .70.0'•7100 -7610-0100 E SloeamprMaw 17.617•x0.618 •770,0-110.0 •770,0-116.0 .70.1 610.0 •70.4 atop .70.0-110.0 70,0-110.0 -OD.o -110.0 7oA (REINFORCEMENTS SHOWNINQnaetnsus 5x517.17.618 170.0.tw.0. +704-110.6 110,0.ila0 ,7oA.1104 3 COslOmaite UZI?.17510 +OA-1110 •70,11-11070 700-110.0 +705•110,0 •70.0-110,0 70,0-110.0 •70,0 a7ao 10.0 FIGURES ABOVE APPLY TO slam Slaa 12.517-14.518 +70,0-110.0 170.0-110.0 +70.0•170.0 .70.0 410 -170.0 70,0-110,0 •0.0-110.0 •74.0•110.0 +70,0-17070 .70.0-11111.0 +70,0 -110,0 0.0 FLANGE 8,80XlEQUA4LE0 SMdest 11677.12518 .700 .110.0 +0,0•110,0 +70.4•110.0+70.0 .Imo BnoOast 11377.12510 -70.0-JIRD -7070 -110,1 70.0-110.0 •70.0•110.4 +70,0 .110.0 +7000-110.0 +70.0 -110.0 0.0 FRAME TYPES ONLY.ALL Tallest 39.577.41.844 +0-0 "0.0 .70.0.1700 .700-110.0 +7ao•1wA Tallest 30517.41.044 700-11070 •70,0-`IlEA •706-110.0 70.0-1100 +70.0-110.0 70.0-110.0 .0,0-170.0 700 -105,7 CONFIGURATIONS APPLICABLE,) Slandad College 31,517.38.570 +70.0-170.0 70.0•110.0'70.0•110.0 +0.0-110.0 Standard Collage 31.577-30.518 700-1111.0 +70.0•1100 •70.0 1-110.0 70.0-710.0 +70.0 .110.0 70.0•110.0 70.0-708.5 70.9 -103.0 c Efted Pe 38.517.01.510 +0.0-11070 +OA-110,0+76.0-110.0 +0.0-170.6 eq t"1te 28-617.31516 70.0-110+0+70.0 -110.0 +740-110.0 +70.0-tido +70,0-1/170 ma-Into +70.4-N7.8 •7aA-1021 Sleeard PrgiaW 23.517.28.510 .70.0 •710.0 +70.0 -110.0 +70.0•110.0 +70.0.110.0 Standam Pfofew 23,517.NEE -70.0-110.11 •70.0 .110.0 •70,0-1100 +701-110.0 •70.0-110A +70.0-11x.4 70,0 -1101 +7070 -105.2 62 0.11010 alas 20.617.23.518 .70.0 410,0 .70.0-1160 .7110-116.0 6070-11070 02 Custom aha 20.517.23516 +OA-110.0 70.0-110.0 +70,0-110.0 -ro,p-110.0 .0,0-110.0 .70.0.110,0 770.0-i/a.P .0,0-187.0 cese-64e 17.577.20.610 .70.0 •110.0 .76.0-110.0 +70.0.710.0 70.0•110.0 Cutem alis 17.517•x0.516 .TOO-110D •70,0 -170.0 •70.0•110,0 Nall•110.0 770.0-1101 +70.0-110,0 •70.0-11 D.tl .70,0-109.0 Custom SE. 16517-17.510 +760.110.0 +TOA-110.0 +00-116.0 174,0-11070 code.she 14517.77.516 +700-ft04 stall-tiQo 7oA-110.0 +70,0-106.0 •0.0-1026 .74.0-1010 70.0-100.5 +70.0-100.5 Cuolom site w.017.14,51fl N0.0 •110.0 70.0-110.0 .70.0•110.0 +0.0 •11070 CuslOm ane 13.017.1a.a1B 70,0-110.0 70.0-1fa0 •70.0-108.2 NP.O-100,7 70.0 97.1 •70.0 94.4 70.0 94.4 .7WOO 94.4 GLASS TYPES9THROUGH SMdast 12118.1-13.016 17470-iiRO N0.0.110.0 0000.214.0 +0.4•174.0 ShOrtesi 71.434.13Pi8 +70.0-1100 •70.4-110.0 760-202.8 +70.0 9t.e -mo 93.3 .700 -9o./ +70.0 9a-o ma 90.0 S 16 MAY NOT BE USED WITH Talleef 39517.41.644 .70.0 410.0 +0,0•110.0 70.0-110.0 +70.0•110.0 Tallest 39.517.47,844 +7000-110.0 70.6-110.0 .70.0-710.0 •70.0-770,0 -70.0 -110,0 +70.0 410.0 •74.0 -101.5 •70.0 96.0 -- J-CHANNEL OR USED ..-+ + -+ CusNm Sfax 38517-39.518 170P 419.0 7R0•710.0 +0.0•220.0+70-4-110.0 Ctutom Sha 30517.39.518 -770.4-11P.D 7000-110,6 :70.9-tfO.P -ro.0-110,70 +700 •110.0 170.0-110.4 +7a.d-767.7 70.0 90.3 !FIN FRAMES Ewaldde 35.517.39.518 +70.0-710.0 -70.0•110.0 +70.0•11,0 +70.0•110.0 EW 9.110 35.617.38.516 •7070•110.0 -70.0-110.0 -70.0 410,0 N0.0-110.0 70.0-110.0 70,1 410.0 -70.0-100.4 70.0 95.0 75 Custom site 32.5f7.35.Sw +70.0 -71070 70,0 710,0 70.0 110.0 70.0 110.0 75 C09am sue 326/7.35558 +717,0-110.0 +70,0-114.0 •700.5-114,0 70.0-110.0 +70.0-11070 NP,O-110.0 +70.0 -100.7 60.0 95.2 SLmWmd ProdOw 24,517.32.516 +70.0 -11070 -70.0•110.0 +70.0•110.0 +0.0•110.0 6landard predaw 29517.32510 +7oA-110.0 70.0-110.0 -rao-710,0 •70.0-110.0 N0.0-170,0 .70.0-109.8 +0.0 -111.8 •70.0 9e.t Cusbm Slto x8.517.28.57@ +70.0-710.0 .70.0•170.0 700.71070 10.0•710.0 CutOm Sue 26.617.21.516 +TOA•170,0 Nae-710.0 NO.tl-107.9 -70.0-102.4 70.0 98,9 170.0 90.4 70.0 98.4 +70,0 98.4' Shodesl 255118-20.516 +70.0-1118.0 -70.0•110.0 +'7aA•110.0 +70.0•110.0 SMdeSi x5.510.28.618 •0,0-HD.O +70.0-110.0 +00-104•@ -70,0 99.1 -70.0 95.d +70.0 9270 +7070 -9x.4 NO.a 92.4 Equ.141le 3@.517.41.69 +70.0•110.0 .70.0•110.0 70.0.110.0 +70.0.110.0LA 9411e 38.617.41.044 •70.0-110.0 700-1700 -700-110,0 +70,0•110.0 NO.D •1100 +700-109.8 •700 987 •70D 91.ad -Custom Slte 3&517-38.616 -70.0 410.4-70.0•116.0 70.0 410.0 70.0.110,0 .Slte 3&517.35518 70,70-0100 7ro0-tIDO •00-107.9 -0. -103,1 +760 98,0740 9&4 70.0 904 -70.0 91.0 SWdmdPtp-tew 39.818.35.578 -70.0•110.0 +700•710.070.0710070.0 110.00 PrM0W 33818.35.518 70,0-110.0 •70,0 -710.0 •70,0-102,0 •70,0 OTO 70.0 93.3 •700 90.1 NOA 90.0 -70.0 PRODUCT REVISED .78 Taikzto•114,a 100•110.0 170.0 4,10ast •' •41 is. +700-210.0 *76.0-110.0 e70.0-'1020 =70.0 97.0 +0.0 93.3 +0,0 90.1 +0-0 90.0 +70.0 9006 nS COrnp2CT 191111 ED FlOxlfls SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. .nm"l7 i.0 MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.136 "MIN.SASH HEIGHT=WINDOW BUCK HEGHT-50. 1111ildi 9 C& No H Revision.- l.'%r inn,n Datc 20 Revlslon: i',Rimui )Odu ProdmiC mita(, NOTES: ,, - �•/ _ (Ba Description: Drawn sty,. 1)USE THESE TABLES FOR WINDOWS INSTALLED THROUGH THE FRAME, - _;�{- cid! DESIGN PRESSURE TABLE J ROSOWSKI I 1 1070 TECHNOLOGY DRIVE Rtla: 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. 1 Date: N.VENICE, FL 64275 SINGLE HUNG WiNDOW INSTALLATION-LM 05115/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN 2 (947)-480-1600 ON THE TABLE. jd:LY 7N Ad LER,P,E: Series/A}odsk Scats: Sheet: Drawing No- R �1�.a6a7o5` CERT. 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1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2Z R 2 2 2 2 Z Z Z 2 23tand.dprNew 1#.617-17,516 2 2 t 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ? 2 2 2 1 2 2 2 2 2 ? 2 2 2 2 2 2 2 2 2 SMOON 11.377.14.578 2 2 1 R 2 1 2 2 Z 2 Z 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1 2 2 2 2 2 2 P 2 2 2 2 2 2 2 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 TWIftl 27.583.31.914 1 3 1 1 3 1 1 3 2 t 3 2 1 3 2 t 3 2 1 3 2 1 3 i 1 3 1 1 3 2 1 3 2 1 3 2 1 3 2 1 3 2 } 3 1 t 3 t f 3 2 1 3 2 5 3 2 t 3 2 1 3 2 odgan 9lEe 2&517-27,582 2 3 1 2 3 t 2 3 2 2 3 R 2 3 2 2 3 2 2 3 2 2 3 1 2 3 i Z 3 2 2 3 2 2 3 2 T 3 2 2 3 2 Z 3 1 2 3 1 2 3 2 2 3 2 2 1 2 2 3 2 2 3 2 V.dadC Ug. 25577.2#.518 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 2 2 3 Z 2 —31-2 2 3 2 2 3 2 2 3 1 2 3 1 2 1 2 2 3 2 2 7 2 2 7 2 2 3 2 46 Egr4Hte 21517.23.518 2 2 1 2 2 t 2 2 2 2 7 2 2 2 2 z Z 2 2 Z 2 2 z t 2 2 1 2 2 2 Z E 2 ? 2 2 2 2 2 2 3 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 SlaneardProAev 17.517.21.518 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 Z 2 2 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 Z 1 2 2 2 2 2 Z 2 2 2 2 2 2 Z 2 E t36tan 91te 16517.17.51$ 3 2 1 3 2 113 2 2 3 2 2 3 2 2 312 2 3 2 2 3 2 t 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 f 3 2 t 3 ? 2 3 2 2 3 2 2 3 2 2 3 2 2 6teded 11.377.14518 3 2 1 3 2 7 3 2 2 3 2 2 7 2 2 3 2 2 7 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 7W.1 3t.M3.35al1 1 3 1 1 3 1 1 3 2 t 3 2 1 3 2 1 3 2 1 3 2 1 3 t t 3 1 1 3 2 1 3 2 / ] 2 1 3 2 1 4 2 1 3 t 1 3 1 S 3 2 1 3 2 1 3 2 1 3 2 / 3 2 Statdxd(Attagd 21517.31.582 2 3 1 2 3 1 2 7 2 2 7 2 2 3 2 2 3 R 2 3 2 2 3 1 2 ] 7 2 3 2 2 3 2 3 3 2 2 3 2 2 3 2 1 3 1 2 3 1 2 ] Y 2 3 2 2 3 2 2 3 2 2 3 2 EWaMo 20.517.20.518 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 Z 3 1 2 3 2 ? 7 2 2 3 2 7-3 2 2 3 Z 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 7 7 48 Sialtltrd PlWav TI.5tT-2DSi8 3 2 1 3 2 1 3 2 2 1 2 2 3 2 2 3 2 2 3 2 Z 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 / 3 T 2 3 2 2 3 2 2 3 2 2 3 Z 2 OAlamsn0 14517-1].518 ] Z 1 3 2 1 3 2 2 3 2 2 7 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 Z 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 oxf—sks /517.11.516 3 2 t 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 1 2 t 3 2 t 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 i 3 2 2 3 2 2 3 2 ? 3 2 2 ] 2 2 E Shoda 71377.12.616 3 2 1 3 2 1 1 Z 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 7 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 fa' TzLLesi 3329@-37.548 1 3 1 1 3 1 t 3 2 1 3 2 1 3 2 1 3 2 1 3 2 1 3 1 1 3 1 4 3 2 1 3 2 1 3 2 1 3 2 1 t 2 t 3 1 1 3 } 1 3 2 i 3 2 1 3 2 1 3 2 1 3 2 94SndYd 1a6apa 28517.33.201 2 3 1 Z 3 1 1 3 2 2 7 Z 2 1 2 2 3 2 2 3 2 2 3 1 2 3 t 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 i 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 ,9 fiq a to 21617.28,515 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 / 2 3 i 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 49.826 pot-sa. 21517.23.518 3 2 t 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 1 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 '2 3 2 2 3 3 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3f,XavdF.A- 17.517.28.516 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 Z 3 2 2 3 Z 2 ] 2 2 3 2 2 3 2 7 3 2 1 7 2 2 3 2 Z 3 2 2 3 2 2 ] 2 2 ora—site 16.511-17.518 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 t 3 2 t 7-2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 Z t 3 2 t 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 om—slte 12517.14516 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 7-2 2 3 2 2 3 2 2 ] 2 2 3 2 2 3 Z 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 9nortasl t7.1R•V-616 3 2 1 3 2 S 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 Z ? 3 2 2 3 2 3 3 2 f 3 2 4 3 2 2 7 2 2 3 2 2 3 2 2 Tallest517.61.6d4 2 4 1 2 d 1 2 d 2 2 6 2 2 A 2 2 4 2 2 4 2 2 4 1 2 4 1 2 4 2 2 d T 2 t 2 2 4 2 2 4 2 2 d t 2 8 1 2 4 2 2 4 2 2 1 2 2 d 2 Slalead C4Eape 31.517.38.618 3 7 7 3 3 t 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 3 1 3 3 1 3 3 2 3 3 Z 3 3 2 3 3 2 3 A Z 3 3 1 3 '3 / 3 7 2 3 3 2 3 3 2 3 3 2 EWatile 25.617-31.518 3 3 f 3 3 1 3 3 2 3 7 2 3 3 2 3 1 2 3 3 2 3 3 4 3 3 i 3 3 2 3 3 2 3 3 2 3 3 2 3 3 E 3 3 f 3 3 1 3 3 2 3 3 S ] 3 2 3 3 2 slaldadPrdtev 2151]-28.510 3 3 1 3 ] 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 3 1 3 3 i 3 3 2 3 3 2 3 3 2 3 3 Z 3 7 3 3 3 1 3 3 i 3 3 2 3 3 2 3 3 2 3 3 2 62 otttan8ke 11.517.23516 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 3 3 3 2 i 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 Qnfom817.d 17.517.26.518 7 2 1 3 Z 1 3 Z 2 3 Z 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 t42 2 3 2 2 3 Z 3 3 Z 1 3 2 1 3 Z 2 3 2 Z 3 2 2 3 2 2 o#dm5lze 16547-17.618 4 2 4 4 2 4 4 2 2 ! 2 Z d Z Z 4 2 S 4 2 2 d 2 1 { 2 i 4 2 2 4 ? 2 2 d 2 2 i 2 3 4 2 7 4 2 i 777 4 7 2 4 2 2 4 2 2 41 Qnlom 5120 13817.11.578 d 2 1 t 2 t d Z 2 4 Z 2 d T Z 4 7 2 d 2 2 ; 2 1 ; 2 1 i 2 2 4 2 2 2 1 2 2 A 7 3 4 2 t q 2 1 A Z 2 d 2 2 4 2 T 4 2 2 Sho0esl 17.80/-13.@18 4 2 1 1 2 1 9 2 2 4 2 2 6 2 2 4 T 2 4 Z 2 d E / d 2 1 4 2 2 4 2 2 2 4 2 2 4 2 3 4 2 1 4-7-1 1 2 2 4 2 2 1 2 2 4 2 2 d 2 2 Te$bst 39517-41.614 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 d 2 3 d 2 3 d 1 3 4 1 3 d 2 1 d 2 3 { 2 3 4 2 3 d 2 3 1 t 3 t / 3 { 2 3 4 2 3 d 2 3 4 2 3 ; 2 (Lstrm91L0 38.517-79.518 3 4 1 3 4 1 3 4 Z 3 4 2 3 4 2 7 4 2 3 6 2 3 d Y 3 4 1 3 4 2 3 6 2 3 d 7 3 4 2 3 4 2 3 4 1 3 t 1 7 / 2 3 4 2 7 1 2 3 ; 2 3 1 7 EpoHta 31517-3x5/8 3 3 t 3 3 t 3 3 2 3 3 2 3 3 2 3 1 2 3 3 2 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 4 2 3 4 3 3 3 ! 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 75 OA-Slia 32517.35.516 3 3 1 3 3 1 3 3 2 3 7 2 3 3 2 3 3 2 3 3 2 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 4 3 3 7 1 3 3 i 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 sta+mmPto4w 2958.32518 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 3 1 3 3 } 3 3 Z 3 3 2 3 3 2 3 3 2 3 3 ] 3 3 1 3 3 1 3 ] 2 3 3 2 3 3 2 3 3 2 3 3 2 Q,a0i11 Slie 2891/-28.bt8 d 3 1 1 ] 1 d 3 2 t 3 2 ; 3 2 4 3 2 4 3 2 d 3 7 d 3 1 Q 3 2 4 3 Z 4 7 2 d 3 2 d 3 3 4 9lmded 255111.78.51@ 4 3 1 4 3 1 4 7 2 d 3 2 4 3 2 4 3 2 A 3 2 1 3 1 d 3 1 4 3 2 4 1 2 d 3 2 6 EowHieitT•4t.ei< 3 1 1 3 i t 3 8 2 3 S 2 3 d 2 3 1 2 3 d 2 3 d S 3 d S 3 d 2 1 6 2 3 { 2 3 & RGtan3129 35877.38.518 4 3 1 { 3 1 A 3 2 d 3 2 4 3 7 1 7 2 d 3 2 4 3 Y d 3 S 4 3 2 4 3 Z / 3 2 4 4 2 6 4 3 4 3 1 4 3 1 d 3 2 d 3 2 6 3 2 4 3 E 6 7 2 SfatdrdPtalav 33818.35.518 4 3 t < 3 t 4 3 2 b 3 2 4 3 2 4 3 2 4 _4 4 PRDDUCI`REVISP.D [t.=.7. Tnbst " •41.844 6 4 t / d 1 4 4 2 1 4 2 4 4 2 4 { 2 4 4 2 1 4 1 { 4 1 6 4 2 4 4 2 1 1 2 1 4 2 1 4 3 4 d 1 4 ; 1 d 6 1 4 4 2 4 d 2 4 6 2 4 t 2 PRODpCTRFVISE Florida SEB TABLES 5&6,SHEET 6 FOR DESIGN PRESSURES WHEN USING THIS TABLE. aS- MIN.SASH HEIGHT=WINDOW BUCK HEIGHT•50.136 Buiidntg Gude Aw;epinnae No 1111-10 14.11 L-i'ritntion Date /AD Rev7aed By: Dote: Rowlston: ;. y' tti;iaali ute prbtdllet Cr 4t NOTES: Revised By: Dote: ReWelon:_-. 1)USE THE ABOVE ANCHOR QUANTITIES REQUIRED......,.,."TABLE FOR ANCHORS INSTALLED THROUGH THE FRAME. tion: Drown Descrtp DY 2)USE THEABOVE`MAX,ANCHOR O.C.SPACING..........`TABLE FOR ANCHORS INSTALLED THROUGH THE INTEGRAL FIN. I_,� jd ANCHOR QUANTITY TABLE JROSOWSKI 4.r. 3)FRAME DIMENSIONS ARE BUCK,"MR"=MEETING RAIL, 1070 TECHNOLOGY DRIVE Title:_ Dote: N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LIVI 05/15/15 4)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE, �'i�.; ".11 (94NICIE, IL 600 342 5)REFER TO TABLES 2&3,SHEET 2 FOR ANCHOR GROUP DESCRIPTIONS, A.li(t1t�hil�,[ER,P.E. Seriee/MH0 SN Sheat: Drawing No. Rev; P.E.#58105 CERT. 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I 77}I . SC1R.3E7W6" I� .� 2.100" 2.176" �11,472" � 1.565' 71 71"1.63" 065" 974' �7 " 35" .355" 0770' 590" 5 1,000" 0080. 050' 070" 'o BALANCEFIXED 8SASH 7 LIFT RAIL LIFT RAIL BEVELED BEVELED MEETING RAIL SASH RAIL COVER COVER 1BI INTERLOCK 20 INTERLOCK COVER 21 INTERLOCK 22 INTERLOCK COVER "RODUCT REVISED :c:complying with dw FhW& ;;,dIdiog Code /09 Arcepinnnce loo I(o•�P 4•.`++L Expimti .Date_ 0 Revised B)r Date: Raviston: By .316" „,' Mimi ode DroficTC -+{ .300° ..0?:.........t,,�. --�{ .864" rjti ,176° ��J -' •• Revised By: Data: Revlsfon: .754° .750° .035° �-} .025" t_ © Description: Drown By: OIAMI IG OEXTRUDEDI OROLLED 6 I�tl(6 WINDOW EXTRUSIONS J ROSOWSKI 72 BEADING 111 SCREEN FRAME 82 SCREEN FRAME _ ; 1070 TECHNOLOGY DRIVE IID.: Date: N. VENICE, FL 34275SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 •,: ,'., ;,;: (941)-480-1800 Sodos/Model: Scale: Sheet: Dmwing No. Rev: AI CY.E.9511706 P.E. CERT. OF AU1H. #29296 SH-5500 NTS 11 OF 13 MD-SH5500-01 A P.EJF 58705 TABLE 12: TABLE 12,CONT.: SILICONE HOT-MELT BUM SIII of Material Bill 01 Material,cont STRUCTURAL # Part# Description Material # Part# Description Material STRUCTURAL SILICONE POLYISOBUTYLEN 1/4"NOM. FOAM 3/16"NOM. 1 620101 Sing a Hung Frame ead&Jambs-J-Channe PVC 45 720197 Auto Lock Mechanism C Steel WITH 2 620102 Single Hung Frame Head&Jambs-Flange PVC 46 720198&9 Sweep Lock Cast Zinc WITH DESICCANT DESICCANT 3 620103 Single Hung Frame Head&Jambs-Fin PVC 47 720195&6 Auto Lock Cover Assembly Cast Zinc EXT:GLASS EXT.GLASS 4 620104 Single Hung Frame Head&Jambs-Equal Leg/Box PVC 48 76X118OPTX #6 x 1-1/8"Ph.FH SDS(Auto and Sweep Lock Screw) SS 5 620105 SH/DH Frame Sill-J Channel PVC 49 720200 Auto and Sweep Lock Keeper Cast Zinc 6 620106 SH/DH Frame Sill-Flange PVC 50 76X34PPA #6 x 3/4"PH.PH SDS(Keeper Screw) SS 7 620107 SH/DH Frame SIII-Fin PVC 51 420181 LIR Beveled Tilt Latch Comer Key PVC INT.GLASS INT.GLASS 8 620108 SH/DH Frame SIII-Equal Leg/Box PVC 52 420182 LIR Pull Rail Tllt Latch Comer Key PVC 141 620131 1FIxed Meeting Rail PVC 53 7634PHFL 1#6 x 3/4"Ph.FH SDS(Comer Key Screw) SS KODISPACE SUPER 16 620129 Saah Rail(Sides,Top&Bottom) PVC 54 420183 Tilt Latch PVC 7s r7 Q rn1 17 620134 Balance Cover PVC 55 420184 Tllt Latch Retainer PVC 4SG TPS SPACER NXT 18 620133 1 Sash Stop/Screw Cover PVC 56 720207 1"Tilt Latch Spring SS 19 620156 Pull Rail Interlock 6005 T5 At 57 420186 Plastic Tilt Latch Finger Pull PVC ALUMINUM 20 620144 Pull Rall Interlock Cover PVC 58 720192 Metal Tilt Latch Finger Pull Cast Zinc REINFORCEMENT POLYISO- DESICCANT FILL AREA BUTYLENE 21 620157 Beveled Interlock 6005 T5 At 59 420180 Pivot Bar Comer Key PVC 5116"NOM. SEAL 5116"NOM. 22 620145 Beveled Interlock Cover PVC 60 720206 Pivot Bar SS BUTYL& SILICONE SEAL 23 620150 Light Sash Reinforcement 6063 T6 At 63 720191 Sash Pull Handle Cast Zinc DESICCANT ROLL-FORMED 25 620152 HD Sash Reinforcement 6063 T6 Al 64 720194 Sash Pull Handle With Latch Assembly Cast Zinc FOAM STAINLESS STEEL 26 620153 Standard Meeting Rail Reinforcement 6005 T5 All 65 7834FPT #8 x 3/4"Ph.FH SDS(Pull Handle Screw) SS EXT.GLASS 27 620154 HD Meeting Rall Reinforcement 6005 T5 AI 66 420188 Bottom Latch Strike Plate Cast Zinc EXT.GLASS 30 61644 Weatherstrip,.187"x.270"Fin Pile 67 76588 #8 x 5/8"Ph.FH SMS(Strike Plate Screw) SS 31 60300 Weatherstrip,.190"x.300"Foam Bulb Flex PVC 72 720135 Lami I.G.Bead PVC 32 61719 Weatherstrip,.187"x.220"PolyPlle 74 Backbedding,GE 7700 or Dow 791 Silicone INT.GLASS 33 61825 Weatherstrip Plug,.220"Finseal 75 71646N Setting Block(719'x 1"x 1/8"),85+/,5 duro. EPDM INT.GLASS 35 78X1MTTT 48 x 1"Ph.PH SDS(Interlock Mounting Screw) 80 61012 Extruded Screen Frame Alum 7e DURASEAL@ 79 XL EDGETm 36 78X3THPX #8 x 3"Ph.PH SMS(Meeting Rail Screw) 410 SS 81 61011 Roll-Formed Screen Frame Alum SPACER SPACER 37 71669SP Meeting Rall Screw Support Plate 6063 T6 At 82 7CKGLB21 Screen Comer Key for Extruded Frame X 4 PVC 38 720210 Weep Hole Cover PVC 83 47042 Screen Comer Key with Pull Ring X 2 PVC 40 720)000X Constant Force Balance 84 47041 Screen Comer Key without Pull Ring X2 PVC 11 #8 x 3/4"Ph.FH SMS(Con.Farce Balance Screw) SS 85 7CASPM Tension Spring SS 42 Spiral Balance 86 61816048 Screen Cloth Fiberglass -43720205 Spiral Balance Shoe Nylon 87 61635/61614 .140"Screen Spline(Machine/Hand Rolled) Vinyl 44 78X714FPAX 0 x 1-1/4"Ph.FH SMS(Spiral Balance Screw) 410 SS Part# Description Material 76 Kommeding 4SG TPS Spacer System PRODUCr REVISED 77 Quanex Super Spacer nXT with Hot Melt Butyl See this I's c nPlymg with 6m Fheda Sheet for 01ul4ia9Cedc 78 Quanex Duraseal SpacerMaterials n«ru,nu No G-o714.o-3 i-xpinaion Date QQZp 79 Cardinal XL Edge Spacer R-1-d By. Date: Revieron: REFERENCE TEST REPORTS:FTL-8717,8968&8970 J R 05/05/16 A)ADDED SPACERS BY- . _ M,aun)nde rrMuct Revfeed rty: Date: ReNrfon: ®. Deecrfptiom. Dram W. ' `{ BILL OF MATERIAL(BOM) J ROSOWSKI 1070 TECHNOLOGY DRIVE 77tie: Date: NOTES: N.VENICE, FL 34276 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 (941)-480-1600 � ` so Scole: Sheet: Dmw(ng Na, -TR-.,. 1)PVC BY ROYAL WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE. A:LYN,!rlLl'ER,P.E. 2)ITEMS#9-13,15.24,28,29,34,39.61.62.6B-71&73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. P 058705 CI32T. OF AUTH. #29295 SH-5500 NTS 12 OF 13 MD-SH5500-01 A i s Florida Building Code Online Page 1 of 3 i' t�e W p M 3 a§S d d vL hf4 ,3O VA ,. BCIS Home f Log In ; User Registration } Hot Topics Submit Surcharge Stats&Facts f Publications FBC Staff BCIS Site Map Links i Search (OProduct Approval ( USER:Public User Predurt Approval Meng>Product or A Acatim Se" .i>A cation List>Application De MA- FL k FL251-R28 x• Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Driv 5 (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 irosowski@pgtindustries.com C Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method (]Certification Mark or Listing Certification Agency Miami- - 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 08/17/2016 Date Validated 08/26/2016 Date Pending FBC Approval Date Approved 08/30/2016 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm... 4/20/2017 Florida Building Code Online Page 2 of 3 L , Summary of Products FL# Model,Number or Name Description 251.1 j5GD-670(Non-Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL251 2 S C CAC 16-0679.Ga',odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/07/2020 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R28 II 16-0629.03.Ddf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.2 JSGD-670HP(Non-Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL.251 R2.8 C CAC 16-0629.04,Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 03/24/2020 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R28 ti 16-0629.04.Ddf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.3 JSGD-680(Non-Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R28 C CAC 16-0629.05.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 03/18/2019 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 1128 I1 16-0629.05.Ddf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing informati Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.4 1SG6-770(Large Missile Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certifi enc Certificate Approved for use in Z:Yes FL251 R28 C CAC 1 - 6. df Approved for use outside a ty Assurance ntrart DEx Date Impact Resistant:Yes 02/17/2020 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(N A)for FL251 R28 II 16-0629.06.od product performance information,anchorage details,and anchor pe, Verified By:Miami-Dade BCCO size,and spacing information. Created by Independent Third Hon Re o Created by Independent Third Party: 251.5 jiSGD-770HP(Large Missile Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R28 C CAC 16-0629.07.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/24/2020 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R28 II 16-0629.07.1)dF product performance Information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports ' Created by Independent Third Party: 251.6 JSGD-770HP(Small Missile Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL251 R28 C CAC 16-0629.08.1)df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/24/2020 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R28 11 16-0629.08.Ddf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.7 ISGD-780(Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R28 C CAC 16-0629.10.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/02/2017 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R28 II 16-0629.10.1)df product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.8 SGD-2500(Non-Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R28 C CAC 15-0609.10 DR,odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 05/22/2018 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R28 I1 15-0609.10 DR.ndf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.9 SGD-3030(Large Missile Impact) Architectural Systems Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R28 C CAC 15-0612.06 LM,ndf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/14/2018 http://www.floridabuilding.org/pr/P _app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm... 4/20/2017 Florida Building Code Online Page 3 of 3 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R28 II 15-0612.06 LM.odf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.10 SGD-3030(Small Missile Impact) Architectural Systems Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R28 C CAC 15-0612.07 SM.rdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/14/2018 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R28 IT 15-0612.07 SM.rdf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.11 SGD-5470(Non-Impact) Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate i Approved for use in HVHZ:Yes FL251 R78 C CAC 15-1210_02-Da } Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date i Impact Resistant:No 04/21/2021 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FI_?51 R?8 II 15-1210.02.rdf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER . size,and spacing information. Created by Independent Third Party: Evaluation Reports _ Created by Independent Third Party: 251.12 SGD-5570(Large Missile Impact) Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R28 C CAC 15-1210.0I.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/14/2021 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FI-251 R28 Ii 15-1210.01.rdf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement:;Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: .. ® Ed Credit Card safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5 bm... 4/20/2017 M IAM 1-DADE MIAMI-DADE COUNTY 9 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.gov/economy 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 construction 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 by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable buildin code. This product is approved as described herein, and hEis, been designed to eem ing Code,including the Hi h i Hurricane Zone.- DESCRIPTION: cries"SGD-770"Aluminum Sliding Glass Door w/90°& 135°corners—L.M.I. APPROVAL DOC rawing o. a eves um. - mpac , s eets 1 through 22 of 22, dated 10/10/14, with revision B dated 05/05/16, 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 ex irat' -Dade County ro trol Section. ].MISSILE IMPACT RAC�a rge and Small Missile Impact ResistantLABELING: Each unit r a permanent label with the manufacturer's logo, city, state, model/series, and following statement: "Miami- a e oun ro uct ontrol 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#15-1013.15 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 Jorge M.Plasencia,P.E. NOA No. 16-0629.06 MIAMI­DADE COUNTY Expiration Date: February 17,2020 Approval Date: August 04,2016 Page 1 t PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 14-0123.10) 2. Drawing No. PGT0130, titled "Series 770 Alum. SGD — LM Impact", sheets 1 through 22 of 22, dated 10/10/14, with revision B dated 05/05/16, prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Reference Test report on 1)Uniform Static Air Pressure Test,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 Aluminum Sliding Glass Doors(w/PS, Super, Cardinal&Duraseal Spacers),prepared by Fenestration Testing Laboratory,Inc.,Test Reports No(s) FTL-8717,FTL-8970 and FTL-8968, dated 02/15/16, 06/07/16 and 06/20/16, all signed&sealed by Idalmis Ortega,P.E. 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)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum sliding glass door,prepared by Fenestration Testing Laboratory, Inc.,Test Report No.FTL-7554, dated 11/01/13,signed and sealed by Marlin D.Brinson,P.E. (Submitted under NOA No. 14-0123.10) 3. Test reports on: 1)Uniform Static Air Pressure Test, Loading 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) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum sliding glass door,prepared by'Fenestration Testing Laboratory, Inc.,Test Reports No.: FTL-5980-R, FTL-6001-R and FTL-6015-R, which have been revised and reissued on 12/29/09,all signed and sealed by Julio Gonzales,P.E. (Submitted under NOA No. 09-0826.10) Jorge NL Plasencia,P.E. roduet Control Unit Supervisor NOA No.16-0629.06 Expiration Date: February 17,2020 Approval Date: August 04,2016 E-1 i PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. TESTS (CONTINUED) 4. 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)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-5980, FTL-5993, FTL-6036, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6023, FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033 and FTL-6036, all dated 08/10/09 and signed and sealed by Julio Gonzales,P.E. (Submitted under NOA No. 09-0826.10) 5. Additional Reference Fixed Window Test Report No. FTL-7897(Cardinal spacer), per TAS 201,202 &203-94, issued by Fenestration Testing Laboratory,Inc. (Submitted under NDA No. 15-0430.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51h Edition (2014), dated 01/30/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 14-0128.11) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their "Butacite®PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlas®(Clear and White)Glass Interlayers"dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Test proposal No. 16-0152 dated 03/09/16 approved by RER. 2. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL- 8970 and FTL-8968. Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No.16-0629.06 Expiration Date: February 17,2020 Approval Date: August 04,2016 E-2 ' i j r i PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. TESTS (CONTINUED) 3. Statement letter of conformance, complying with FBC-5' Edition (2014), dated October 8, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 14-0128.11) 4. Statement letter of no financial interest, dated October 8, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 14-0128.11) G. OTHERS 1. Notice of Acceptance No. 15-1013.15, issued to PGT Industries, Inc. for their Series "SGD-770"Aluminum Sliding Glass Doors w/90°&135°corners-L.M.I. approved on 10/29/15 and expiring on 02/17/20. Jorge M.Plasencia,P.E. roduct Control Unit Supervisor NOA No.16-0629.06 j Expiration Date: February 17,2020 Approval Date: August 04,2016 E-3 t J TABLE A: SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR Group Anchor Substrate Frame Min.Edge Min. INCLUDING POCKETS &900/135° CORNERS Member Distance Embedment Concrete(min.2&5 kel) ad/SIU/Jamb 1' 1318" GENERAL NOTES 1 114°Elco Ultracon Ungrouted CMU,(ASTM C.90) Jamb only 2-112" 14/4' 1)GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEETS 4&5. 6,90,min.2 Kai grout) Jamb a 2)DESIGN PRESSURES: 1/a"Eka 410 5. Conte a(min. ad1s,llJamb 1" 13f4• A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. 2 Ungrouted CMU,(ASTM 6,90) Jamb only 2.1/2° 1-1/4- CreleFle .T.Soulhem Pme(S(3-0.55) H22 11• 1.395' B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM El 300. nc e e m n. Head/Sill 1° t3/s• 3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS 114"Elco Ulb---.. Ungrouted CMU ASTM 6,90) Jamb onl1 1-114 PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT P.T.Southern Pine(SG=0.55) Head(SOUJamb 9116" 13/8• WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA 012,183 cr410 Aluminum.6063-T5* Head/Sill/Jamb 318• 0.063" BUILDING CODE.FOR ANCHORAGE DETAILS SEE SHEETS 6-14. S.S.SMS, Steel,A36' HeadlSi l/Jamb 3/8• 0.050• 4)SHUTTERS ARE NOT REQUIRED PER FBG REQUIREMENTS,AS APPLICABLE. 3 (min.1111ueadsM) Steel Stud,A653 or.331 Haad/SiIUJamb 318' 0.0451• 5)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH Concrete(min.3275 ksl) HeadISMIJamb 1.1/2' 13/8• NARROW JOINT SEALANT. 114•Elco 18.8 S.S. Ungrouted CMU,(ASTM 6,90) Jamb only 2" 1414• 6)REFERENCES:ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NONS,ANSI/AF&PA NDS FOR Aggro-Gator Grouted CMu(As C. roto.2 ksl grout) Jamb only 2" 21 WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL. P.T.Southam Plne(SG=0.55) Headf8iNNemb t" 13/8• 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF TP.T.southern Pine(sG=0.55) HeadlSlo/Jamb 9116, 13/8' CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)HE. 4 #12,Steel SMS G5, Aluminum,6063-TS• HeadIS1111Jemb 318- 0.063• 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT (min.11 thmadefin) Steel,A36• Headisviamb 318• 0.050' FLORIDA BUILDING CODE;AS APPLICABLE. Steel stud A653 Gr.33• Head/sillfJamb 316' 0.0451• TEST REPORTS:FTL-5980,FTL-5993,FTL-6001,FTL-6014,FTL-6015,FTL-6017,FTL-6022,FTL-6023, 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.METAL SUBSTRATE TO MEET MIN. FTL-6024,FTL-6025,FTL-6028,FTL-6031,FTL-6033,FTL-6036 AND FTL-7554 STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. "P-HOOK INSTALLATION REQUIRES 2.693"MIN.EDGE DISTANCE,REFER TO SHEET 14 FOR ANCHOR NOTES ALL SPECIFIC P-HOOK REQUIREMENTS. 1)FOR CONCRETEICMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. GENERAL NOTES.............1 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET. EXAMPLE CONFIGS..........2-3 3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2"THICK.PROPERLY SECURED,1X WOOD BUCKS ARE OPTIONAL IF UNIT IS GLAZING DETAILS............4,5 INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE 1-112"THICK OR GREATER.1X AND 2X BUCKS ANCHORAGE.....................6-14 (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE DESIGN PRESSURES 6-8 RESPONSIBILITY OF THE ENGINEER ORARCHITECT OF RECORD&TO BE REVIEWED BY THE BUILDING OFFICIAL. INSTALL DETAILS..............12-14 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO ELEVATIONS.....................15,16 BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. PANEL/SILL TYPES.........17 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT, CROSS SECTIONS............18.19 MAX.114"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT PARTS LIST.......................20 TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS IEXTRUSIONS....................21,22 REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. DESIGN PRESSURE RATING IMPACTRATING PRODUCTREVISED Wlu the Florida REVISED TABLE B,SEE DETAILS ON SHEETS 4&5 SEE TABLES 1,2 8 3011 RATED FOR LARGE 8 SMALL as co ng Clode Gla ascription(Listed from Exterior to Interlor) SHEETS 6.7&8 MISSILE IMPACT RESISTANCE NOA-No. 16.0629.06 YPe S Glass wlth.090•PVB Int STANDARDS USED: Expiration Dots 02117/2020 GSA 9/16•Laminated:(2)Utes of 114'HS Glass wi B tntedayer •2014 FLORIDA BUILDING CODE(FBC),STH EDITION C4 7116•Laminated:(2)Liles of3116'HS Glass with.090°SG Intedayer •ASTM E1300-09 By Miami-yam Product Control ! G4A 9116"Laminated:(2)Ules of 114-HS Glass wlth.090"SG Interlayer - AANDS-2012 FOR WOOD CONSTRUCTION G5 1°Laminated I.G.:3116"TExtedor Cap+318"Air Space+7/16"Laminated;R)Lites of 3116"HS Glass Wth.090'PVB Intedayer ALUMINUUMINUM DESIGN MANUAL,ADM 2010 *AISI-S100-07/52-2070 GSA 1"Laminated I.G.:114"T Exterior Ca +5116"Air Space+7116"Laminated;(2)Utes 01`3116'Hs Glass wlth.090"PVB IMedayer G6 1"Laminated I.G.:3/16"TExtedor Cap+318"Air space+7116°Laminated;(2)Utes of 3/16'HS Glass with.090"SG Intedayer G NOTES: GBA 1"Lamina[ed I.6,:1/4°T Exledor Cap+5116'Air 5 ce+7/16'Lsmineted; Utes of 3116"HS Glass wlth.090'SG Intedayer AN�N!N ANNEALED `\�N,0.\" LYNN 4;1j�� G7 7/is'Laminated:(2 Utes 013116"ANN Glass with.090'SG Inleda e1` "HS"=HEAT STRENGTHENED lt"EN SF �Q ' GTA 916'Laminated:(2)Utes of 114"ANN Glass with.090"SG Intedayer "T'=TEMPERED �.�.;' •'•�' CA 1"laminated I.G.:3AT TExtedor Cap+3f6"Alr S ce+7116"Laminated;(2)LBes of 3116'ANN Glass with.090"SG IntedayerNO.58705 "P�"= D90"BUTACITE�'PVB BY KURARAY AMERICA,INC. - GSA 1"Laminated I.G.:114"TExtedor Cap+6116"Alr Space+7116"Laminated;(2)Ules of 3116"ANN Glass wdlh.090'SG Intedayer "SG"=.090"SENTRYGLAEP BY KURARAY AMERICA,INC. s (6Lv- JR OW5=6 Om SPACETO SHEET f5 RS . W: to7oTscrrlroLoorDRlvE GENERAL NOTES AND MAP STAIEOF 1`,01••, N.VENIC:,E.FL 30276' rex �`�'••,FLORIP?:•• �?� 1 a arner. mm, IWfJdeO.leom SERIES 0 770aoNALUM. LUM.SGD-LMa".eIMPACT /C4SN 22 PG70180 /. n�# 5 JR mm1CFRr.OPAU7K029 p:E I i t �1 EXAMPLE CONFIGURATIONS 1)ALLCONFIG CONFIGURATIONS NOTES: 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB MAX.UNIT WIDTH MAX UNIT WIDTH LOCATIONS USING DETAIL"Jw "J(f,"Kw"OR"Kc"INSTALLATION. EXAMPLE:4-PANELXXXX IN POCKET(p)CONFIGURATION CAN BE NOM.PANEL WIDTH NOM.PANE IDTH pXXXXp.pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION PER TABLES 1-3 t 3 PERT LES 1-3 1 13 CAN BE OXXXp. s 2)90"&135"CORNER CONFIGURATIONS CAN BEA COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. 1 I j Jw Jc Ips MAX.UNIT G' / to I &a M .UNIT 13 t i o a o 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3. HEIGHT / 14 1 °a IGHT /+ / 1 PER TABLES 1-3 / i x 15 PER BLES 1-3 / 1�H F 'X"=OPERABLE PANEL, 1 0 -1$�w "O"=INOPERABLE PANEL, a� la� "P"=POCKET vocar a POCKS I v DETAIL LETTER _lX w"=WOOD OR METAL INSTALLATION 1-PANEL r 1 13 2-PANEL "c"=CONCRETE INSTALLATION CONFIGURATIONS C IGURATIONS 1 + L—SHEETNUMBER MAX.UNIT WIDTH MAX.UNIT WIDTH DLO WIDTH=NOM.PANEL WIDTH-7' DLO HEIGHT=DOOR UNIT HEIGHT-10.125" NOM.PANEL WIDTH t2 13 17 ` NOM.PANEL WIDTH 1 �3 1` 1 13 PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" PER TABLES 1-3 PER TABLES 1-3 -1�r-- -sir--- 1 I Jw Jc 12 1. 19 1 19 14 14 I i 1 t is s to 1a io0Q MAX.UNIT t c is t is 1a t io�o MAX.UNIT ` t4 + I z a B v HEIGHT HEIGHT P.ERTABLES 1�t t3 / y /1s / w PER 19 1 19 TABLES 1-3 POCKET j I POCKET —��r--- 3-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS + t3 + a 1 3 1 13 MAX.UNIT WIDTH MAX.UNIT WIDTH NOM.PANEL WIDTH Ac w c Cc NOM.PANEL WIDTH % PRODUCT coliREVISED the Florida PER TABLES 1-3 2 t3 1 t3 t 13 PER TABLES 1-3 1 13c Building NOA-No.Go�e16-0629.06 —sir--- Gc =j 1a 1 13 Expiration Date 02/17/2020 19 19 19 14 1 ¢ 9 BY + t° 1s 19 t t a 1�+°Q MAX.UNIT 19 SEE Mia - Product Control MAX.UNIT + 1 i z i H HEIGHT / / NOTE HEIGHT 1 13 19 +s 19 1s 1'a PER / is `�� / zTHis PER TABLES 1-3 / i x S TABLES 1-3 / ® / SHEET. vocKErh :!• I EXTERIOR HN IL 5-PANEL CONFIGURATIONS TYP. ,3 t ,° CORNER, (OUTSIDE CORNER SHOWN, INSIDE CORNER SIMILAR) pmae aF Dam; R"vb3aa' w®pave 'j, a 18707FLNNOLOGYQRIVE EXAMPLECONFIGURATIONS N.VENICE,FL 3@75 no.: SERIES 770 ALUM.SGD-LM IMPACT 8rvy*9Y ow acid• s� a�+o a" A.LYNN MILLER P.E. JR 10M0/14 CERT.OFAV7H.929190 SGO.770 NTS d 22 POT0130"2 B REA 58705 EXAMPLE CONFIGURATIONS CONFIGURATIONS NOTES: MAX.TESTED UNIT WIDTH= 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS 355-7116"@ 96"HEIGHT POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB 300-1/4"@ 120"HEIGHT LOCATIONS USING DETAIL"Jve,'Je,'Kw'OR"Kc"INSTALLATION. NOM.PANEL WIDTH A c tw 13 1 Cc EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE PER TABLES 1-3 pXXXXp,pXXOR XXXXp.OXXX IN POCKET CONFIGURATION -1`4----i CAN BE OXXXp. XX G w Jc 1 1 13 1 1s 19 s 1a 1 i 2)90"8135°CORNER CONFIGURATIONS CAN BE A COMBINATION 1 1a 9 9 s s 1a a i o s a OF ANY 2 STRAIGHT CONFIGURATIONS. MAX.UNIT 1 Ij4y 96"OR 120" 1 3 s /t s /s / i w w 3)FOR NOM.PANEL WIDTH,SEE TABLES 13. POCKET "X'=OPERABLE PANEL, J I "0'-INOPERABLE PANEL, _1��-- "p"=POCKET 6-PANEL CONFIGURATIONS 3 3 1 3 DETAIL LETTER MAX UNIT WIDTH v7=WOOD OR METAL INSTALLATION WaJ Y'=CONCRETE INSTALLATION NOM.PANEL WIDTH A Ac cc SHEET NUMBER PER TABLES 1-3 1 13 1 13 1 13 -sir--- Jw Jc i DLO WIDTH=NOM.PANEL WIDTH-7' 1 13 1s 9 is t 1g i DLO HEIGHT=DOOR UNIT HEIGHT-10.125" 1 1 s 1s 19 1s 19 is i o c to PANEL HEIGHT=DOOR UNIT HEIGHT-1.866° MAX.UNIT I z a 9 HEIGHT 1 1(RY3 19 19 9 i�=F w w PER TABLES 1-3 � POCKET � h 7-PANEL CONFIGURATIONS w 1 13 14 MAX.UNIT WIDTH NOM.PANEL WIDTH w Ac c PRODUCT REVISED PER TABLES 1-3 t' t 1 3 1 13 as comp)In with the Fl-ldn -lam NOA-No.Building o�e 16-0629.06 c 8 do I Expiration Date 02117/2020 MAX.UNIT t 13 1s 1s is s s fs 1 igao MlamiD roductControl HEIGHT t is 18 9 9 19 PER TABLES 1-3 1POCKET 8-PANEL CONFIGURATIONS ResQ 6Y• Cvr°: rsMms M�tf!a �,�=4,,•-l� .'... `'... 10TOTECt9vol.OGVDmvE EXAMPLE CONFIGURATIONS (94f}480-1600 N.VFJfICE,fL34276 n*s R°nC 6y. Rm•6ba SERIES 770 ALUM.SGD-LM IMPACT '-:;.•,:, ��oa abd w� ss.aim.•: m.:x seve o,.lmR" "°' A. MILLER,P.E. JR CERT.OFAUIFi.#2=6 ® SGO."o I11T.5' 3 a'12 PGT0130 13 P.E.p 58705 GLAZING DETAILS(G3 G3A, G4, G4A, G5&G5A) 7/16"NO 7/16"NOM. 1"NOM. 3/16"HS SS 3/16"HS GLASS--\ 3/16'HS GLASS- .090-m— .090" LASS.090"PVB.090"PVB 090 SG 3/16"HS GLASS 3/1 HS GLASS 74 3/16"HS GLASS 74 3!8"AIR SPACE 74 3/16"T G LASS 62 82 63 RIOR 314"NOM. ExrERIOR 3/4'NOM. GLASS GLASS 124-127 3/4"NOM. BRE• BITE. GLASS BITE EXTERIOR 80 12D80 78 54 I 54 56 7/1 "LAMINATED GLASS,TYPE G 7/16"LAMINATED GLASS,TYPE G4 1"LAMINATED I.G.GLASS,TYPE G5 9116' OM. 9/16"NOM. 1"NOM. 3116"HS GLASS 114"HS GLAS 114'HS GLASS .090"PVB 090"PVB .090"SG 3/16"HS GLASS 7/a"HS GLASS la 1/4"HS GLASS 74 5116"AIR SPACE 74 1/4"T GLASS 82 82 83 3!4"NOM. 314"NOM. 3!4"NOM. EXTERIOR EXTERIOR GLASS GLASS 124.127 GLASS BITE BITE BITE EXTERIOR PRODUCT REVISED as complying with the Florida Building Code 81 81 NCA_No. 16.0629.06 79 54 54 65 Expiration Date 02/17/2020 By Mlam a Produc Con Vo 9/16"LAMINATED GLASS,TYPE(33A 9/16"LAMINATED GLASS,TYPE G4A 1"LAMINATED I.G.GLASS,TYPE G5A GLAZING NOTES: "ANN"=ANNEALED "HS"=HEAT STRENGTHENED T"=TEMPERED "PVB"=.090"BUTACITE PVB%Y KURARAY AMERICA,INC. "SG"_.09D"SENTRYGLAAY KURARAY AMERICA,INC. wear• a,m: "..�,.: roo""c :,�:1_4; ;'!%•' JR 05052016 B ADDED SPACERS. 10707ECfINOLOGYDRNE GLAZING DETAILS "�'=?'•'�'-•':•`� • 4,c o.� R"Ni"c• N.VENICE FL 94275 ma ~'',•i.',:i ry4r}46o-1s6o SERIES 770 ALUM.SGD-LM IMPACT A.LYNN MILLER P.E. sF "BI0' tlis0" �" CERT.OFAIJIIL 1'19296 ® SG0.770 NTS 4 22 PGT0130 B P.E.p 58705 JR 10/10/14 GLAZING DETAILS(G6, G6A, G7, G7A, G8 &G8A) 1"NOM. 7/16"NOM. 1"NOM. 3116"HS GLASS 3116"ANN GLASS--\ 3/16'ANN GLASS .090"SG .090"SG 3/16"HS GLASS N " 3116"ANN GLASS 318"AIR SPACE 74 3/16' 3/8"AIR SPACE 74 3/16"T GLASS 3/16"T GLASS 63 83 EXTERI3/4'NOM. 124-127 3/4"NOM. a 124-127 GLASS GLASSBITEEXTERIORBREIOR79 79 55 55 1"LAMINATED I.G.GLASS,TYPE G6 7/16"LAMINATED GLASS,TYPE G7 1"LAMINATED I.G.GLASS,TYPE G8 1"NOM. 9116"NOM. 1"NOM. 3/16"HS GLASS 3/16"ANN GLASS 1/4"ANN GLASS .090"SG .090"SG 3116"HS GLASS .090"SG 3/16"ANN GLASS 5/16"AIR SPACE 74 1/4"ANN GLASS 74 5116"AIR SPACE 74 114"T GLASS 1/4"T GLASS — ez 83 83 ? 314"NOM. 3/4"NOM. EXTERIOR GLASS 3/4"NOM. 124-127 GLASS a 124-1z7 GLASS BITE BITE BITE PRODUCT REVISED EXTERIOR as com 1 Ing with the Florida a EXTERIOR Building Code g1 NOA-No. 16.0629.06 79 54 a 79 Expiration Date 0 211 7/2 020 55 55 By Mlam- e Product Control 1"LAMINATED I.G.GLASS,TYPE G6A 9116"LAMINATED GLASS,TYPE G7A 1"LAMINATED I.G. GLASS,TYPE GSA GLAZING NOTES: .< "ANN'=ANNEALED "HS"=HEAT STRENGTHENED "T'=TEMPERED 7 Al "PVB"=.090"BUTACITE PVE'BY KURARAY AMERICA,INC. fie_ "SG"=.090"SENTRYGLAS!'�Y KURARAY AMERICA.INC. } Raro1By. Dalt R"Nsbm ..'�i.C'.•r�f�i:•.-'r.:` f070TECM_,. JR OSRIs✓2016 B DED SPACERS, YDRNE GLAZING DETAILS vml B7. Ball LZE ntvEnrcEFL�Br. (Bsf)-Qa-fcoo SERIES 770 ALUM.SGD-LM IMPACT cteanBY. oKcc v Batuu"ae mw — A.LYM MILLER,P.E. JR 10/10/14 CER>:OFAUiFL d'19270 iD .1.7711 NT$ 5 '22 PGTO130 B P.E.#58705 TABLE 1: T E 1A: Design Pressure(DP)and Anchor Quantities Required,(for all approved sill Height to Mex.(+)DP configurations on Sheets 28.3) Maximum DP for all sizes:+601.60 ater InIt't Rating) (May be limited by Table 1A) For comer astragal anchor on 90"or 135°comer units,see sheet 11 Riser Height (+)Design (Flat or Box,see Table applies to Glass 80" Door Unit Height 90" Sheet 17) Pressure,psf Types 3,3A,5,SA,7,7A,8 69-716- O 73-7l8"DLO 79-711r DLO 85 7/8" O Flush-1-117' see note 3 &BA and the Stile!Astragal roup AnchorGroup Anchor Group Anchor Group Lav-2-1/7 +46.67 types shown below. 1 1 2 1 3 4 1 2 3 1 4 1 2 3 4 1 2 3 4 Medium-3.1/4" +60.0 ead/Sill +1 C4+ C4+1 C4+1 C:4+1 04 C4+1 C4+1 C4+1 C4+1 +1 C4+1 C4+1 C4+1 + C4+1 04+ Hi -4" +600 24" DL70 Jamb 8 a 8 8 1 B 8 1 8 8 8 8 8 8 8 8 8 SEE NOTES 1-3 P-hook 6+7 6 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+6 23" HeadlSill C4+1 C4+1 C4+1 C'4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 D30" DLO Jamb 8 8 8 a 8 B 8 a 8 8 8 8 8 8 8 8 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+B Head/SIIIC4+ 1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 a36" ALO Jamb 8 C4+1 8 8 8 8 B 8 B 8 8 6 8 8 8 8 Patock 8+7 6+7 8+7 6+7 7+8 7+8 7+B 7+8 7+8 7+B 7+8 7+8 7+8 7+8 7+8 7+8 OH LENGTH ��— Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C:4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 0 14ZV" DLO Jamb 8 8 8 8 8 8 8 8 8 6 8 8 8 8 8 8OPT.ok 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 WHead/Sill C4+2 C4+2 C4+2 Ct+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 04+2 C4+2 C4+2 C4+2 C4+2OOHRATI021 DLO Jamb 1 8 8 8 1 8 8 8 1 8 8 8 8 8 8 8 8 8 8 O P-hook IG+7 6+7 6+7 6+7 7+8 7+8 1 7+B 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 FOR EXAMPLE ON USING TABLE,SEE SHEET 7. 014 RATIO=OH LENGTH NOTES: OH HEIGHT 1)POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1/4"SILL. 2)WHEN USING THE 2-112"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).SEE DLO WIDTH= TABLE 1A. NOM.PANEL WIDTH-7" 3)4",3-1/4"AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-112"SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY DLO HEIGHT= BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE(SEE DOOR UNIT HEIGHT-10.125" ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4)SEE SHEETS 10-14 FORANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. PANEL HEIGHT= 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. DOOR UNIT HEIGHT-1.866" 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. PRODUCT REVISED as complying with the Florida Building Code Straight Astragal Lockstile @ 90"Astragal Lockstile @ 135'Astragal Lockstile @ NOA-rte. 16-0629.06 Interlock P-hook Lockstile @ Jamb Assembly Straight Astragal Assembly 90-Astragal Assembly 135°Astragal Expiration Date 02/17/2020 Standard Stiles Standard Stile Standard Stile Standard Stile Standard Stile Heavy-dutyStile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile By 4a-5__-.__ Standard Astragal Outsidetside Co Inside Miam Produet Control Outside Corner et Corner's � Inside� ' Garner Outside ,.yq=i•i•.•�;•�''�.,�• Insideide C°roar'I! Corner Part#61(Stile) Part#61(Stile) *• - Part#60(z2) Par t#60 Part#60 Part#60(Stile) part#60 Part#118(Corner Part#119(Out.) Parts#31&#32 Part#61 Part#67(Astragal) Part 0120(In.) _ Receiver) (Corn.&Fxd Mount) !/C' r oma• rem rz cNNaLoornwveZT. DP AND ANCHORAGE , I.........``' N.VENICE,FL 34276 rer Y,• •a• ,moo b= �wu a• �, tag SERIES 770 ALUM.SGD-LM IMPACT a r A.LYNN MILLER P.E. cEFr.OFAVhL S2B73e =.1711 NTS. 6 d 22 PG70130 B REA 58705 Is tatat4 TABLE 2: Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) Maximum DP for all sizes:+601-60 For comer astragal anchorage on 90'or 135'comer units,see sheet 11 (May be Ilmhed by Table 2A) Dom Unit Height Table applies to Glass Types �" 84' go. g6• 102" 108" 114' 120' 4,4A,6,6A,7,7A,8&BA e9-718'DLO 73718"DLO 79.716'DLO B5-7/8"DLO 91-715"131-0 1 97.718"DLO 103.718'DLO 109-718"DLO and the Stile/below. types Anchor Group Anchor Gmu Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group shown below. 1 1 2 3 1 4 1 2 1 3 1 4 7 1 2 3 1 4 1 1 2 1 3 4 1 1 2 1 3 4 1 1 2 1 3 1 4 1 1 1 2 3 1 4 1 1 2 3 4 ,ead15111 C4+1 C4+ C4+1 C4+1 G4+1 C4+1 + + C4+1 C4+1 C4+1 C4+1 C4+7 C4*t C4+1 G1+1 c4+1 C4+1 C4+1 C4+1 C4+1 +1 C4+1 +1 C4+] C4+1 C4+1 C4+1 C4+1 CA+1 C4+1 C4+1 24' 0L' Jamb 8 8 8 8 8 8 8 8 8 8 6 B B 8 8 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+0 7+B 7+8 7+8 7+8 7+B 7+B 7+8 7+8 8+9 114 8+9 8+9 8+9 6+9 8+9 8+9 9.1019-10 9+10 9+10 9+10 9+10 9+10 9+10 HeadrSla C4+1 C4+1 C4+1 04+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4,1104+1 04+1 C4+1 C4+1 C4+1 C4+1 04+1 30° pJamb 8 a 8 8 8 8 a 8 8 a 8 6 8 a 8 a 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 P-hook 6+7 6+7 6+7 6+7 1 7+8 7+8 7+8 7+8 1 7+8 1 7+8 7+8 7+8 7+8 1 7+8 7+6 7+8 8+9 8+9 9+9 8+9 8+9 8+9 8+9 8+9 9+1019+10 9+10 9+10 8+10 9+10 9+10 9+10 Head/S11 C4+1 C4+1 CA+1 04+1104+1 C4+1 CA+1 C4+1 C4+1 G4+1 C4+1 C4+1 CA+1 C4+1 G4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+7 C4+1 C4+1 C4+1 C4+1 C4+1 t 36" Q Jamb 6 8 8 8 8 8 8 8 8 8 8 0 e 8 9 8 10 10 to 10 10 10 10 10 10 10 10 10 10 10 10 10 P-hook 6+7 6+7 8+7 6+7 7+8 7+8 7+B 7+B 7+8 7+B 7+8 7+8 7+e 7+6 7+B 7+8 B+9 8+9 8+9 9+9 6+0 Bt9 8+8 8+9 9+10 9+10 9+10 9+10 9+10 8+10 9+10 9+10 'a 35' .Head/Slll C4+1 04+1 C4+1 C4+1 04+1 04+1 C4+1 C4+1 C4+1 G4+1 C4+1 C4+1 04+1 COI 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 Gl+] C4+1 C4+1 C4+1 C4+1 C5+1 C5+1 04+1 C4+1 C5+1 C5+1 a 42" DLO Jamb a 8 8 B 8 8 a a 8 8 8 8 B 8 8 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 P-hook 6+T 6+7 8+7 6+7 7+9 7+9 7+8 7+8 7+8 7+8 7+8 7+B 7+8 7+8 7+8 7+11 B+g 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10�517+ AS +10 8+10 Head/Sill C4*2 C4+2 C4+2 C4+2 C4*2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 G+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 CS+2 C5+2 CA+2 C5+2 CS+2 C5+2 C5+2 C5+2 C5+2 E 4a' DL0 Jamb a 8 8 0 8 8 8 8 8 8 8 6 8 8 8 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10Pficok 6+7 6+7 6+7 0+7 7+8 7+8 7+a 7+8 7+6 7+8 7+8 7+B 7+9 7+a 7+8 7+8 0+9 8+9 8+9 8+9 8+9 a+9 a+9 B+B 9+10 9+10 8+10 9+10 9+10 9+10 9+10 Head/Sill C4+2 CA+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 CA+2 C4+2 C4+2 CA+2 C4+2 C4+2 5q• DL' Jamb B 8 B 8 8 9 8 6 B a 8 e B e B 8 Pfioak 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+6 7+8 7+6 7 8 7+8 Not available in these sizes 53, HeadlSill C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 CA+2 C4+2 C4+2 C4+2 G4+2 C4+2 G}+2 CA+2 + C5+2 60" DLO Jamb B 8 B B e 8 8 0 B 8 8 8 B 8 8 8 Pfiook 6+7 6+7 E+7 fit? 7+8 7+B 7+8 7+e 7+8 1 7+8 7+8 7+8 7+8 1 7+8 rq 7+8 NOTES: 0= EXAMPLE ON SHEET DLO WIDTH= 1)POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-1/4"SILL NOM.PANEL WIDTH-7' 2)WHEN USING THE 2-1/2-SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-114"SILL, TABLE 2A: POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX Sill Height to Max.(+)DP DLO HEIGHT= (NEGATIVE PRIES. UNIT HEIGHT-10.125 S.UNCHANGED).SEE TABLE 2A. (Water Infiltration Rating) OH LENGTH �— 3)4'.3-1/4'AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" 1 " Sill Riser Height (+)Design PANEL HEIGHT SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX. = (Flat or Box,see w POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY Pressure,psf DOOR UNIT HEIGHT-1.866" = O OH RATIO 2 1 AN OVERHANG COMPLYING WITH THE CURRENT FBC(SEE ADJACENT DIAGRAM);THIS CONDITION IS Sheet 77) = o Flush-1-1/2° see note 3 O NOT RATED FOR WATER INFILTRATION. Low-2-112' +46. 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. Medium-3.1/4" 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WIZEN REQUIRED. High-4° +60.0 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE SEE NOTES 1-3 OH RATIO=OH LENGTH PRODUCT REVISED INSTALLED. OH HEIGHT as complying with the Florida Building Code THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 2,SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FORASSEMBLY DETAILS. NOA-No. 16-0629.06 StralghtAstragal Lockstile @ 90"Astragal Lockstile @ 135"Astragal Locksille @ Expiration nate 02117/2020 Interlock P-hook Lockstile @lamb Assembly Straight Astragal Assembly Astragal Assembly 135°Astragal Heavy-duty Stile BY Heavy-duty Stiles Heavy-duty Stile Heavy-dutyStile Heavy-duty Stile Heavy-duty tyStile Heavy-duty tyStile Hea -du tyStile Heavy-dutyStile Mlaml a roduct Centro ! Standard Astragal Inside g Outside Comer, , Outside Comer `I�a�ill, Comer r; ,. ' Inside �'r1;..-' Insideide Cor Comer Outride Part#61(Stile) Part H61(Stile) Part 0119(Out.) Part#61(Stile) Part A61(x2) Part B61 Part 961 Part 061 Part 9118(Corner Parts 1131&932 Part N61 �/��. • i Part H67(Astragal) Part N120(in.) Receiver) (Corn.&Fxd Mount) 1070 TECNNaeocrpwvE DP AND ANCHORAGE N.LFNICE,F134275 tar11a0o lsoo SERIES 770 ALUM.SGD-LM IMPACT �r.nnf,¢ r� sn..e a.rew aK A,LYNN MILLER,P.E. o of.. a+ c,,.ma oxo JR 10/10/14 cERL OFAU7N.67B296 ® sco-770 NTS 7 d 22 PGT0130 B P.E.p 58705 i TABLE 3: TABLE 3A: Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) Maximum DP shown below Sill Height to Max.(+)DP For comer astragal anchorage on 90"or 135°comer units,see sheet 11 (May be limited by Table 3A) (Water Infiltration Rating) Door Unit Hel ht Sill Riser Height Table applies to Glass types 4,4A, 80' 64" 90" 96" 102" tOB' res Design (Flat or Box,sea Pressure, f G.6.A.7,7A, 8 d BA and the S81a/ 69-7/8"DLO 73-718°DLO 79-718"DLO 85.7/8°DLO 91-718"DLO 97-718'DLO Sheet 17) Astragal types shown below. Anchor Group Anchor Group Anchor GroupAricnorGroup Anchor Group Anchor Group Flush-1-1/2" see note 3 1 2 3 4 1 2 3 4 1 2 3 4 1 1 2 1 3 1 4 1 2 3=_L 4041-75.0 3 4 Low-2-112" +46.67 Design Pressure +/-9,x.0 sf - +-02,5 ps( 0 5 Medium-3-114° '60.0 24" 17' HeadIS81 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 c4+1 C4+1 04+1 G4+1104+1 C4+1 C4+1 04+1 04+1 C4+11104+1 C4+1 04+1 C4+1 C4+1 High-4' +90.0 DLO Jamb 6 B 8 8 8 8 8 8 B 8 8 B 8 8 8 a 10 10 10 1010 10 SEE NOTES 1-3 Plock 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 B+98+9 8+9 Design Pressure +/-90.0 psf +/-82.6 psf psi 30° 23" HeadfSIQ C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 CA+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C1+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1DLO Jamb 8 8 8 8 8 8 8 6 8 B 8 8 8 8 8 8101010 10 10 10 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+B 7+8 7+8 7+g 8+, 8+9 8+9 8+9 8+9 1 8+9 1 8+9 1 8+9 Design Pressure +/-90.0 psf +1-82.5 psi +/-75.0 psi 629" Head'S81 C4+1 C4+1 C4+2 C4+2 C4+1 C4+1 C4+2 C4+2 C4+1 C4+1 C5+2 C5+2104+1 C4+1 C5+2 C5+2 C4+1 C4+1 C5+1 C5+1 C4+1 C4+1 C5+1 C6+1 a 36' DLO Jamb 8 8 B B 8 8 8 B 8 B B B 8 8 10 B 10 10 10 10 10 10 10 10 P-hook 6+7 6+7 9+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 9+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 I E Design Pressure +/-90.0 psf +/-825 psf +1-75.0 psi OH LENGTH 42" 35' Head/Bill C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C5+2 C6+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 05+2 CS+2 C5+2 C5+2 C5+2 C5+2 C5+2 DLO Jamb B 8 8 B 8 8 8 B 8 8 1D 8 8 8 10 8 10 10 i 10 10 10 10 10 10 P-hook 6+7 7+8 7+8 7+8 7+8 7+B 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 = OH RATIO?1 +/-90.0 O Design Pressure psf See Note A below +1.82.5 psi +/-76.0 psi = DO 48" 41" Head/Sill C4+2 C4+2 C5+2 CS+2 C4+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C6+2 C6t2 C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 C6+2 CS+2 O DLO Jamb 8 8 8 6 8 8 10 B 8 8 10 8 8 8 10 B, 10 10 10 10 10 10 10 10 1 P-hods1 6+7 1 7+8 7+8 1 7+8 1 7+8 1 8+9 1 8+9 1 8+9 1 B+9 1 8+9 1 8+9 1 8+9 5+9 9+10 9+10 9+10 8+9 9+10 9+10 1 9+10 8+9 9+10 1 9+70 I 9+10 FOR EXAMPLE ON USING TABLE,SEE SHEET 1. NOTE A:+/-90.0 PSF FOR GLASS TYPES 4,4A,6,6A,7A, 5&8A; +/-87.1 FOR GLASS TYPE 7 NOTES: OH RATIO=OH LENGTH 1)POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4"SILL. DLO WIDTH= OH HEIGHT 2)WHEN USING THE 2-112"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4"SILL,POSITIVE WATER NOM.PANEL WIDTH-7" DP IS 60.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED),SEE TABLE 3A. DLO HEIGHT= 3)4',3-1/4"AND 2-112"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2"SILL IS NOT AND DOOR UNIT HEIGHT-10.125" MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA PANEL HEIGHT= BUILDING CODE(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. DOOR UNIT HEIGHT-1.866" 4)SEE SHEETS 10-14 FORANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. PRODUCT REVISED as complying with the Florida THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 3,SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS. Building Code Straight Astragal Loclatile @ 90'Astragal Loclatile @ 135°Astragal Lockstile @ NOA-No. 16.0629.06 Interlock P-hook Lockstile @ Jamb Assembly Straight Astragal Assembly 900 Astragal Assembly 135'Astragal Expiration Onto 02/17/2020 Heavy-duty Stiles Heavy-dutyStile Heavy-duty Stile Heavy-dutyStile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile By Heavy-duty Astragal Outside Comer Outside Inside Miami-B roduct Contra Corner Corner � --�o--�' Inside —rar � L� Corner Outside i Insdede Comer I I Corner Part 461(Stile) Part P61(Stile) part N119(Out.) Part#61(Stile) ''•'`t�"''' Part#61(x2) Part 461 Part#fit part#68(Astragal) Part#61 Part#118(Comer part 4120(In.) Parts 031&#32 Part 961 Receiver) (Corn.&Fxd Mount) 7T �a R. dBr. DOCa..rmc 5 • rorol>=cNnmcoornwtE DPAIVDAA(CHORAGE -_ '-Y,��• , W. RM_ N VINICE,FL 31T7a ids •! `�'• . (941P&e 1600 SERIES 770 ALUM.SGD-LM IMPACT _ aA.e mra rs.eaa vex ° �� 7 sN a,. 1 22 o..`c PGTO130 B A.LYNN MILLER 168705 P.E.JR 10110/14 CERT. BZ9Y9a SCD-770 1NTS8 l3 NO FRAME '7+8"P-HOOK ANCHORAGE CONSISTS OF: SEE"C5"CLUSTER SEE JAMB (7)P-HOOK ANCHORS, SEE"C5"CLUSTER MAX.UNIT WIDTH DETAILS,SHEET 10 SPLICE REQUIRED @ (PERPENDICULAR TO GLASS DETAILS,SHEET 10 FOR SEE"C5"CLUSTER DETAILS, FOR ASTRAGAL NOTE, EXTERIOR PLANE)SEE TABLE 2,SHEET 7 INTERLOCK REQUIRES"CB" SHEET 10 FOR INTERLOCK 24"MAX O.C. POCKETS CLUSTER,SEE THIS AND 60"NOM. DETAILS,SHEET 11 x x SHEET SEE POCKET 8 P-HOOK \ I PANEL WIDTH ( ) r------- x x OUNTINGl—�1 J/ x x x x x 6 MAX. JAMB ADAPTER I 6"MAX. ( x x x x xx x x x x ' %x xx x x x INSTALLATION, I W��} x THIS SHEET ANCHORS MIDWAY i o' I—3"MAX. x ° &SHEET 14 BETWEEN P-HOOK ®' I 4 PAIRS OF ANCHORS$AT 3" I I o x=FRAME x x ANCHORS •;',.�.r.'., FROM TOP& i rc ®i I I tO ANCHORS 96" (TOTAL S BOTTOM o 14" I I o UNIT 2t"MAX' ANCHORS) i MAX.O.C. HEIGHT D.C. PERJAMB 4.051" -8"MAX.TO OPENING y o 61 14•MAX O.C. 0 6=P-HOOK EDGE OF POCKET SEE ¢ i I a�----r � ANCHORS x x (SEE JAMB INSTALLATION 6 1 DETAIL Z DETAILS'Jc'&'Kc', impss °I IiIo=P-HOOK BELOW) END PANEL SHEET 14&PARTi 4 6I i i MOUNTING x ANCHORAGE DETAILS'J"&'K', I6y1 j ° 3"MAX. ADAPTER 24"MAX. (2 ANCHORS) SHEET 19 FOR i°c 1--1®1 ANCHORS x x O.C. P-HOOK L------6—M - x x x ANCHORS - - END PANEL x x x x x x x END PANEL x' x, x x x x x x x x x x' 6•MAX ANCHORAGE(SEE ANCHORAGE —� x x x x SKETCH BELOW) ANCHORAGE —,\—:-+2" �" AN AN (SEE SKETCH BELOW) \ =+2^ +2" ANCHORAGE ANCHORAGE CENTERLINE 8'MAX.,TYP' ANCHORAGE ANCHORAGE ANCHORAGE OF PANEL 1 2,04• r 24"MAX. EXAMPLE:5-PANEL 2 TRACK 90"OUTSIDE CORNER-pXX/XXO-EXT.MOUNT POCKET ANCHORAGE PLAN: O.C. 60"x 96"NOM.PANELS,ANCHOR GROUP 3 IN CONCRETE SUBSTRATE(SEE TABLE 2,SHEET 7) 6„ SPLICE NOTE: _ NON-STRUCTURAL ANCHORAGE EXAMPLE NOTES: ANCHORS MAY BE ADDED 1 1)APPROVED ANCHORS:SEE TABLE A,SHEET 1 AS NEEDED TO ALIGN THE 2)ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3 SHEETS 6-8: EXTERIOR HEAD OR SILL IF A SPLICE 60" CENTERLINE OF HEAD&SILL:8"MAX.FROM FRAME CORNERS.USE SPECIFIED CLUSTER FROM 21• OCCURS AT THE P-HOOK. NOM. • INTERLOCK APPROPRIATE TABLES,SHEETS 6-8 AT EACH INTERLOCK AND STRAIGHT AND CORNER MAX PANEL SEE"C5"CLUSTER ASTRAGAL LOCATION,PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE O.C. WIDTH DETAILS,SHEET 10 ANCHORS PER PANEL. ADDITIONAL ANCHORS 24"O.C.MAXIMUM. FOR INTERLOCK ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLYracwu"s - 5.64" +2'ANCHORAGE REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER 24",OTHERWISE ANCHORS ARE NOT 6"MAX. PRODUCT REVISED 3.5' REQUIRED AS PER THE FIGURE AT RIGHT: II oc"a os com 1yIng with the Florida CENTERLINE JAMBS&P-HOOKS:6"MAX.FROM BOTTOM,21"MAX.ANCHOR PAIR O.C.(JAMBS),14"MAX.ANCHOR BuIlding Code OF PANEL 2 O.C, (P-HOOK)UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES,SHEETS 6-8. SEE F2-TRACK NOA No. 16-0629.06 FRAME JAMB P-HOOK ANCHOR DETAILS ON SHEET 14. Explratlon Date 02/17/2020 "+2"ANCHORAGE ANCHOR PAIR REQUIRES SEE"C5"CLUSTER END PANEL Dy "C6"CLUSTER,SEE CENTERLINE CENTERLINE DETAILS,SHEET 10 ANCHORAGE Miam a ro uet Control • l DETAILS,SHEET 11 F _IIV FORASTRAGAL I--OF (2 ANCHORS) g^ I INTERLOCK I ASTRAGAL 4.051" I 3.5" I MAX. lli.r a _ -- L�CENTERLINE CENTERLINE CENTERLINE EXTERIOR I OFPANEL 3 "+2"ANCHORAGE �' OF PANEL 4 "+2"ANCHORAGE I OF PANEL 5 /lGG :. ZSHEET 11 FOR OTHER INTERMEDIATE ANCHORS 6,It.(b " 10 ANCHORAGE ANCHORAGE SPACING&EXAMPLE PLANS BY: oeex Rs.+dmc N VENICE FL 34275 _GzF-_r aa: (344}4e046co SERIES 770 ALUM.SGD-LM IMPACT aig oxr �• mr" A.LYNN A7ILLER P.E. s.awnmt mdrIo.wyn> JR f0/f0/14 CERT,OFAUTMA2ms 6 sco-�ro NTS 9 22 PGT0190 B P.Exssias ASTRAGAL SPL` �I I,�N ASTRAGA (F LICE ASTRAGAL OR RLOCK `R�fJEE@E� It OCCONDIT] USE CK IF NEEDED .04" 2-04Ay CENTERLINE NTERLINE "C6"CLUS DETAIL CENTE NE 1.76' EXTERIOR 6"DIAG. 3.5" 7" 7° 1.7 4"DIAG. 4"DIAG. M C. EXTERIOR 2.0 " 2.04" 2 4" 21., o I f 5.64" MAX. xTEwoR 3.5' T' EXTERIOR 4"DIAG. 7" E a1Oa 7" 7- 61, O.C. 6"MAX. 2-TRACK FRAME HEA ILL v 2-TRACK FRAME HEADISILL 2-TRACK FRAME HEAD/SILL ASTRAGAL 0 RLOCK ASTRAGAL OR INTERLO Cai7 ASTRAGAL OR INTERL O < 5.64" 2-T 4 CLUSTER (USE WHERE 5 CLU USE WHERE 6 TER ANCHORS ARE REQUIRED,^C4") S IRED,"C5") ANCH REQUIRED,'C6') E JAMB 6" ANCHOR PAIR 4-TRACK ASTRAGAL OR SPLICE LOCATION AS OR (FOR SPLIC ASTRAGAL OR I— LOCATION 6"DIAG. FRAME JAMB INTERLOCK---�IF NEEDED ERLOCK CONDITION,USE INTERLOCK IF NEEDED EXT`RI ANCHOR PAIR CENTERLINE I ENTERLINE I C6'CLUSTER DETAIL) CENTERLINE 3.5" 2.04" 3.5" 3.5" 7" ANCHORS MAYBE INSTALLED _ 21" EITHER IN THE EXT.OR INT. 0 2.04" } 4"DIAG. MAX. TRACK(INT.SHOWN) 4.08" O.C. 4.08" 1 2.04" I 5.64" NOTES: I.ALL DIMENSIONS SHOWN . EXTfE1R,IOR I EXTERIO 7„ 4"DIAG EXTEERIOR 3.5" 3 5. ARE BASED ON MIN. v 3-TRACK FRAME HEADISILL 3- ILL V 3-TRACK FRAME HEAD/SILL 6 MAX. ALLOWED. (&ASTRAGAL OR INTERLOCK 0,ASTRAGAL OR INTERLOCK ('"la.ASTRAGAL OR INTERLOCK 7} __ 2.FOR HEAD OR SILL SPLICE USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER I 3-TRACK FRAME JAMB LOCATIONSIANCHORAGE AT ( ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C5") ANCHORS ARE REQUIRED,"C6") ANCHOR PAIR P-HOOK SEE SHEET 9. FOR SPLICE FOR SPLICED ASTRAGAL ORSPLICE LOCATION ASTRAGAL OR II ASTRAGAL OR ( CONDITIONS ONLY: INTERLOCK--f—IF NEEDED INTERLOCK�i (FOR SPLICE INTERLOCK CONDITION,DO NOT CONDITION,USE USE THIS DETAIL) SPLICE LOCATION CB CENTERLINE CENTERLINE i CENTERLINE CB'CLUSTER DETAIL) IF NEEDED 1.76" g 6" 3,5" PRODUCT REVISED 3.5" —� 3.5 7' Building lyingewlth the Florida NDA-No.CCoodd 16-0629.06 2.04" 4"DIAG. 2.04" 4"DIAG. 2.04" Expiration Date 02/17/2020 sy 2.04° 5.37"DIAG. "DIAG. mlam a roduct Control 4.08" I 2.04" 4"DIAG. - ' EXTnERIOR EXTERIOR 7" EXTERIOR 7" 3.5" 3'5" .�I _ V 4-TRACK FRAME HEADISILL 4-TRACK FRAME HEADISILL 4-TRACK FRAME HEAD/SILL [d ASTRAGAL OR INTERLOCK (a)ASTRAGAL OR INTERLOCK Ca)ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,"C6") " ANCHORS ARE REQUIRED,'CV) ANCHORS ARE REQUIRED,"C5") WITH&WITHOUT SPLICE CONDITION Ifa70TECHNOLoaroRNE ANCHORAGE,EXAMPLE CLUSTERS N.VENICE,FL 30275 nr �. Is�r}aeo-lcao SERIES 770 ALUM.SGD-LM IMPACT .'. A.LYNN MILLER P.E. JR f0/1N14 DrnurrL y�y soo-no NTS 10 d 22 PGT0130 B P.EJ158705 2.04" 2.04" INTERIOR 2.04" INTERIOR 2.04" NOTES: INTERIOR INTERIOR T„ 1.ALL DIMENSIONS SHOWN 8.94° ARE BASED ON MINIMUM ?4-DIAG. 4"DIAL. 3 5" 19 5 ALLOWED. 6.1T' 6.12" 2.DETAILS DEPICT ANCHOR INTERIOR INTERIOR 7" INTERIO 1 , INTERIOR 1 o QUANTITY AND SPACING, 90° 3. " EXTERIOR AND WOULD BE IDENTICAL EXTERIOR EXTERIOR 4"DIAG. 4"DIAG. FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. 3.5" ° 3.5" 4' 3.5' 3 ^° 4" EXTERIOR „+1"ANCHOR 4 T' EXTERIOR 4„ 2.04" 7" / 2.04 EXTERIOR 2.04" 2.04" 6.94„ EXTERIOR 90'CORNER 90°CORNER 135°CORNER 135°CORNER 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL III-_�--CENTERLINE (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER OF PANEL ANCHORS ARE REQUIRED,"04') ANCHORS ARE REQUIRED,"C6") ANCHORS ARE REQUIRED,°�3 ANCHORS ARE REQUIRED,"C6') +2"ANCHOR 4.08° 4WERIOR INTERIOR EXTERIOR 4.06" "+14ANCHOR 2.04" 4"DIAG. 3.5 t INTERIOR 7'41" I ° 7" 135° 3'S" CENTERLINE EXTERIOR OF PANEL 3 3'S• "+3"ANCHOR 4.08"4. 5.37" AG. 7" CENTERLINE 2,04" 4" 3.5"° 4 OFPANEL 4"DIAG. EXTERIOR °3.5 4" INTERIOR ON °+2"ANCHOR 3.5" EXTERIOR 7" T" EXTERIOR ALL 7„ —9 90°CORNER 7 135*CORNER R VIEWS I�CENTERLINE 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL V I OF PANEL ("C6"ANCHOR CLUSTER REQUIRED ("C6"ANCHOR CLUSTER REQUIRED 2-TRACK FRAME HEAD/SILL AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4"DIAG. INTERMEDIATE ANCHOR LAYOUT INTERIOR 6.12 INTERIOR 2.04" 2.04" 6.12" 3.5" 4" EXTERIOR , INTERIOR 5.88" OF CENTERLINE PRODUCT REVISED INTERIOR 135° "+3"ANCHOR 8"comp)yIng wilt,the Florida 90 Building Codo 4" 3.5" 2 04" Noa-No. 16-0629.06 DI 7" Expiration Date 02/17/2020 3.5" 4.08" ey 6.12" 4" 6.12" Wham-D roduct Convot 7" EXTERIOR li. 2.04" 3.5' 3.5" EXTERIOR 7" 4"DIAG. EXTERIOR 4" 2.04" II�CENTERLINE .:`?•��_L ..�� 90°CORNER 135°CORNER I OFPANEL _ 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL - 4-TRACK FRAME HEAD/SILL ('k8:'ANCHOR CLUSTER REQUIRED ("C8"ANCHOR CLUSTER REQUIRED INTERMEDIATE ANCHOR LAYOUT AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) (3-TRACK SIMILAR) 6 ANCHORAGE,EXAMPLE CLUSTERS - 1070TEClMOLOOYDHIVE ��;; N VENICE.FL 34275 �,, �s41�+30 lsoa SERIES 770 ALUM.SGD-LM IMPACT t +�- s,.e ai°'oA.LYNN MILLER,P.E. um -K wm: a�.n"4 cm.: ® SGV-770 NTS 11 N 22 PGT0130 B P.F-#E 05 JR 10/10/14 CERT.OFAUTH 029M INSTALLATION AILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 MIN.OF 3 THREADS BEYOND EDGE DISTANCE: EDGE DISTANCE: EDGE DISTANCE: THE METAL SUBSTRATE SEE TABLE A.SHEET 1 SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 2-1/16" 2-1116"* 2-1116"• NOTES: ExTE a Ii114" 1/4" 1/4" 1.ALL DIMENSIONS MAX MAX. I� MAX. SHOWN ARE BASED �– 22. SHIM EXTERIOR � r SHIM ��I�a IF i SHIM ON MIN.ALLOWED. i r 2.METAL OR WOOD EMBE ENT: T I I SUBSTRATES MAY BE SEE TA LEA, JJ USED FOR ALL FRAME S ETI TYPES PER TABLE A, WOOD WOOD AN RTYP., 2X WOOD WOOD ANCHOR TYR, METAL TYP., SMS ANCHOR TYP., SHEET 1. TYP., E ANCHOR SEE OR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR SEE ANCHOR NOTES NOTE 3, ABLE A,SHEET 1 NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 4,SHEET 1 &TABLE A,SHEET 1 ,2 TRACK FRAME HEAD 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD "DIAGONAL O.C. Aw WOOD INSTALLATION aw WOOD INSTALLATION Cw METAL INSTALLATION MIN 4"(HEAD&SILL) OR 6"(JAMB)SEE 1N0 ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., 2X WOOD SMS ANCHOR TYP., METAL TYP., DETAILS,SHEETS 10&11. S ANCHOR NOTES P.,S CHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR TABLE A,SHEET NOTE 3,S ET 1 SEE &TABLE A,SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A,SHEET 1 NOTE 4,SHEET 1 SEEA CHOR ANCHOR ANCHOR MIN.OF 3 THREADS BEYOND NOTE ,SHEET NOTE5. NOTE5, THE METAL SUBSTRATE 1(/4"MAX.) , SHEET 1 1 SHEET 1 ::.., r. 1 (1I4"MAX.) .. .....�.;_ ..... .' (1/4"MAX.) EXTERIOR 1 EXT(ER�IOR ExTERIOR� LEMBEDMENT:SEE 2-1/i6"• r TABLE A,SHEET 1 2-1116"' 2-1/16"' EDGE DISTANCE: EDGE DISTANCE: EDGE DISTANCE: SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 BEDMENT:SEE TABLE A,S TI EMBEDMENT:SEE TABLE A,SHEET 1 2-TRACK ME SILL 3-TRACK FRAME SILL Fw METAL FRAME SILL STALLATION e WOOD INSTALLATION EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 ~I EDGE DISTANCE: SEE TABLE A, EM DMENT:SEE METAL TYP., SHEET 1 PRODUCT REVISED T LE A,SHEET 1 EDGE DISTANCE: SEE ANCHOR asa p .Ith the Florida EDGE DIS CE: SEE TABLE A, NOTE 4,SHEET 1 HOA No. 16-0629.06 2X WOOD 2X WOOD TYP SEE ANCHOR SEE A TYP.,SEE ANCHOR SHEET 1 Exptratlon Date 02/17/2020 TE 3,SHEET 1 SHEEETET1 NOTE 3,SHEET 1 2-1116"' SMS ANCHOR NP., EY SEE ANCHOR NOTES Miam roduct Contro WOO ANCHOR TYP., 2-1/16"" &TABLE A,SHEET 1 SEE NCHOR NOTES — t WOODANCHORTYP., MIN.OF3 SEE ANCHOR NOTES THREADS &T BLE A,SHEET 1 /1 &TABLE A,SHEET 1 BEYOND THE I� EXTERIOR •"" !1c fi Ex IOR I EXTERIORMETAL tib,•v,Gls ''.iP 1/4"MAX.SHIM I--- 114"MAX.SHIM —r I Fes— SUBSTRATE 1/4"MAX.SHITM _�'S4 No,56705 e2-TRACK FRAME JAM 3-TRACK FRAME JAMB 4.TRACK FRAME JAMB WOOD INSTAL. Hw WOOD INSTALLATION Iw METAL INSTALLATION pn a�.ros 10707ECHNOLOGYDRNE ANCHORAGE DETAILS •'-�?"••' F,jz'ao,•.�� ` N.VENlCF,FL 34275 ims :•1�� ..'..:.:. •\ �• /s411eeafs00 SERIES 770 ALUM.SGD-LM IMPACT am. nem A.CvNk K11LLE♦�P.E s.oamerc ems: — o"+soM" x.r. tramper°" o"�oO CERT.OFAUM.#27250 Ry. SGa770 NTS 12 m 22 PGT0130 B P.E.p 58705 JR 10/10/14 I NSTALLATIO EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A.SHEET 1 NOTES: EDGE DISTANC :SEE EDGE DISTANCE: EDGE DISTANCE: 1.ALL DIMENSIONS CONCRETE CONCRETE SEE TABLE A,SHEET 1 CONCRETE SEE TABLE A,SHEET 1 SHOWN ARE BASED PER TABL TABLE A,SHEET A,SHEE 1 2.1/16•• PER TABLE 2-1/18"• PER TABLE 2_1/16••• ON MIN.ALLOWED. A,SHEET 1 A,SHEET 1 1/4' •DIAGONAL O.C-IS EX RI t1 -1 MAX. MIN 4"(HEAD&SILL) } ',1 r SHIM OR 6"(JAMB)SEE TT. , EMBED M T: J 1/4" EXTERIOR 1/4" EXTERIOR 10 DETAILS,SHEETS SEE TABL A, MAX. (� MAX. a SHE T 1 SHIM �3 SHIM PROPE Y SECURED 1X CO RETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1XTCrONCR'ETE ANCHOR TYP., WOOD B K TYP.,SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE CHOR NOTES& ANCHOR NO 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 CK FRAME HEAD3-TRACK FRAME HEAD 4-TRACK FRAME HEAD da Ac CONCRETE INSTALLATION Bc CONCRETE INSTALLATION cc CONCRETE INSTALLATION CONCRETE ANCH P., PROPERL ECURED iX CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X SEE ANC OTES& WOOD BUC TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE T A,SHEET 1 ANCHOR NO 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 SEE ANC O SEE ANCHOR SEE ANCHOR NOTE 5, NOTE 5, NOTE 5, 1(1! AX-) SHEET 1� SHEET 1� i (1/4"MAX.) _�y 1 (114"MAX.) T 1 RIOR I EXTERIOR EXTERIOR 2-1/16"' 2-1/16"• �2-1/16 CONCRETE PER TABLE EDGE DISTANCE: ONCRETE EDGE DISTANCE: CONCRETE EDGE DISTANCE: A,SHEET 1 E TABLE A,SHEET 1 PER TABLE SEE TABLE A,SHEET 1 PER TABLE SEE TABLE A,SHEET 1 EM MENT:SEE TABLE A,SHEET 1 A,SHEET 1 EMBEDMENT:SEE TABLE A.SHEET 1 A SHEET 1 EMBEDMENT:SEE TABLE A SHEET i 2-TRACK FRAME L 16Eh 3-TRACK FRAME SILL 4-TRACK FRAME SILL Dc ALLATION Ec CONCRETE INSTALLATION Fc CONCRETE INSTALLATION EMBEDMENT:SEE TABLE A,SHEET 1 ~I i EMBEDMENT:SEE TABLE A,SHEET 1 �I EDGE DISTANCE: I J EDGE DISTANCE: SEE TABLE A, PROPERLY SECURED SHEET 1 EMBE MENT:SEE 1 CONC./CMU ANCHOR SEE TABLE A, PRODUCT REVISED J iX WOOD BUCK TYP., as com 1yIng with the Florida TAB A,SHEET 1 �I TYR,SEE ANCHOR SHEET 1 SEE ANCHOR NOTE 3, Building Code PROPERLY SECURED EDGE DISTANCE: NOTES&TABLE A, SHEET 1 NOA No. 16-0629.06 SEE SHEET 1 1XWOOD UCKTYP., Expiration Date 02117/2020 SHEETTABLE 2_1/16•1 6"• C` SEE ANCH R NOTE 3, CO C. ANCHOR 2-1/1 SHEET 1 TYP.,SEE ANCHOR BY�� j 2-1/16"• PROPERLY SECURED NOTES&TABLE A, Miam D Product Control CONC.ICMU NCHOR 1X WOOD BUCK TYP., TYP..SEE NCHOR SEE ANCHOR NOTE 3, SHEET 1 CONCRETE NOTES& ABLE A, CONCRETE OR CMU SHEET 1 OR CMU HEET 1 CONCRETE EXTERIOR PER TABLE ,.M I EXTERIORS OR CMU EXTERIOR `, PER TABLE n "� A,SHEETI ��� �1/4"M .SHIM 11�— PER TABLE n A,SHEET I �j 0 ,•••;i•c•.•<� A,SHEET 1 V 114"MAX.SHIM 1/4'MAX.SHIM I� r ;' ,ti 2-TRACK FRAME JAMB 3-TRACK FRAME JAMB 4-TRACK FRAME JAMB = Na.587,05CONCRETE/CMU INSTALLAT N He CONCRETE/CMU INSTALLATION Ic CONCRETE/CMU INSTALLATION 10707ECHNOLOGY12RNEPANCHORAGE DETAILS ��`• ' '•.t.�' ? me . N VEMCR FL 34275 Ns •• "/.C,'R1Di^, - E 'n ....... �iC. "• °°� �• ls4rydeafscn SERIES 770 ALUM.SGD-LM IMPACT :,�,� . c, s"s.ni,me smm: m•,ss a.,ec.a rt... �A:LnWI11(CLfR•P.E I OanB °ate O84 CERT.OFAUTFL#7BYs5 ® sOO rio NTS 13 22 FIG B P:�k'S�Yb6 JR f0/1m14 t INSTALLATION DETAILS NOTES: 1.ALL DIMENSIONS FRAMEJAMB SHOWN ARE BASED REQUIRED AT ALL 2.693"MIN. ON MIN.ALLOWED. INSIDE POCKETS EDGE EMBEDMENT:SEE TO PREVENT DISTANCE 2.FIGURES ON THIS WOOD FRAMING TABLE A,SHEET 1 P-NOOK MOUNTING ADAPTER WATER SHEET ARE FOR WOOD ANCHOR TYR, INFILTRATION CONC./CMU ILLUSTRATIVE SEE ANCHOR NOTES ANCHOR TYP.,SEE PURPOSES ONLY.SEE EMBEDMENT: &TABLE A,SHEET 1 zs ANCHOR NOTES& TABLE A,SHEET 1 FOR TABLE A,SHEET 1 ALL APPROVED SEE TABLE A, (ALSO SEE TYP. SUBSTRATES. SHEET 1 28 ILLUSTRATION,SHEET 9) 1-1/4"MIN.EDGE DISTANCE DISTANCE:SEE EXTERIOR 3.SEE TABES 1-3, EDGE TABLE A,SHEET 1 EMBEDMENT: SHEETS 6-8 FOR SEE TABLE A, P-HOOK MOUNTING REQUIRED P-HOOK 26 :' AND P-HOOK EXTERIOR SHEET. ADAPTERCONC./CMU PHOOK WOOD ANCHOR TYP., fl_ ANCHOR TYR,SEE MOUNTING ADAPTER SEE ANCHOR NOTES V P-HOOK ANCHOR NOTES&TABLE ANCHOR QUANTITIES. &TABLE A,SHEET 1 CONCRETE OR EMBEDMENT:SEE A,SHEET 1 ALSO SEE EXAMPLE . CMU PER TABLE ON SHEET 9. A,SHEET 1 (ALSO SEE TYP2.693"MIN. TABLE A,SHEET 1 (ALSO SEE TYP. ILLUSTRATION,SHEET 9) EDGE DISTANCE ILLUSTRATION,SHEET 9) da P-HOOK FOR USE WITH FLAT SILL RISERS E P-HOOK FOR USE WITH ANY SILL RISER Jw PARTS#18,#20.#22 OR#24, Jc PARTS#18,#20,#22 OR#24, WOOD INSTALLATION EXTERIOR MOUNT SHOWN, CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN, (SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN (SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) INTERIOR CONDITION FOR WATER RATINGS) EXTERIOR CONDITION METAL TYR, P-HOOK MOUNTING SEE ANCHOR P-HOOK MOUNTING CONCRETE OR EMBEDMENT:SEE ADAPTER CONC./CMU NOTE 4,SHEET 1; EMBEDMENT:SEE ADAPTER SMS TABLE A,SHEET i ANCHOR TYR,SEE TABLE A,SHEET 1 CMU PER TABLE MIN.OF 3 THREADS ANCHOR TYP.,SEE A,SHEET 1 ANCHOR NOTES&TABLE BEYOND THE METAL ANCHOR NOTES A,SHEETI SUBSTRATE 23 &TABLE A,SHEET 1 (ALSO SEE TYR (ALSO SEE TYP. EMBEDMENT: ILLUSTRATION, SEE TABLE A, f'�':;; '•,';:•:Y' .'�r.� ILLUSTRATION,SHEET 9} EMBEDMENT: SHEET 9) SHEET 1 SEE TABLE A, DISTANCE: SHEET 1 DSEE _ 1-1/4"MIN.EDGE DISTANCE TABLE A,SHEET 1 - '- PRODUCT REVISED 30 30 as comp)yIng with the Florida P-HOOK SMS ANCHOR TYP., EXTERIOR P-HOOK CONC.lCMU EXTERIOR NO -No.Code 16-0629.06 SEE ANCHOR NOTES n ANCHOR TYP.,SEE Expiration Date 02M7/2020 &TABLE A,SHEET 1 V ANCHOR NOTES&TABLE (ALSO SEE TYP. 2.693"MIN. A,SHEET 1 E ILLUSTRATION,SHEET 9) EDGE DISTANCE (ALSO SEE TYP. EDGE DISTANCE Miami roduct control' ILLUSTRATION,SHEET 9) ®P-HOOK FOR USE WITH BOX SILL RISERS e P-HOOK FOR USE WITH BOX SILL RISERS Kw PARTS#19,#21,#23 OR#25, Kc PARTS#19,#21,#23 OR#25, METAL INSTALLATION EXTERIORCONCRETE INSTALLATION EXTERIOR ``C•'Cr_h1S '.lc<� (SEE TABLES 1A,2A&3A MOUNT (SEE TABLES 1A,2A&3A MOUNT % FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY ria 5�/U- r07OTECHly yaRNE ANCHORAGE DETAILS rt` '�k ' N.VWC.&17.34275 me ,`:;^^•• cLGMtyb'••.CJ�• u a f941)-40-1600ERIES 770 ALUM.SGD-LM**IMPACT !?^)C,.L<^'•" Orem Or. da cnmaae ne(e: ® 'tt:LY�AIu.ERI P.E. JR 10!14/14 CERT.OFAUTH.#29296 SGD-T/0 NTS ^�22 PGT0130 B P.E.a 68705 i CONFIG. EXAMPLES MAX.UNIT WIDTH MAX.UNIT WIDTH HEADER DETAIL W, MAX. NOM.PANEL WIDTH SHEET 18;INSTALLATION DLO TYP.PER TABLES 1-3 DEfAILS'AW&'Ac, WIDTH INTERIOR SHEETS 12&13 NOTES: EXTERIOR 1)SEE SHEET 17 FOR INDIVIDUAL Q PANEL CONFIGURATIONS AS 90° APPLICABLE.SEE DP/ANCHOR PANEL PANEL TABLES,SHEETS 6-8 FOR MAX. PANEL TYPE TYPE PANEL CORNER DETAIL'N2', PANEL HEIGHT AND WIDTH.SEE TYPE 'QS' AS' TYPE SHEET 19&CORNER ANCHORAGE SHEET 11 SHEETS 18&19 FOR SECTION A NOM. MAX.UNIT DETAILS AND SHEETS 12-14 FOR MAX. PANEL / MAX• HEIGHT INTERLOCK DETAIL INSTALLATION DETAILS. PANEL ! WIDTH TYP. / DLO PER 'M',SHEET 19 2)(1)LOCK(ITEMS 75&107-110)AT HEIGHT SEE PER HEIGHT TABLES EXTERIOR INTERIOR EACH LOCKSTILE,LOCKING INTONOTE 2 TABLES 13 1-3 KEEPER(ITEM 103)AT FRAME JAMB ASTRAGAL. Gl LLN 3) DETAILS 3)PLEASE SEE APPLICABLE � X 18;I INSTALLATION ASTRAGAL&INTERLOCK X X GW&'GC',SHEETS 12&13 COMBINATIONS PER DP/ANCHOR LIU__ TABLES. DLO WIDTH=NOM.PANEL WIDTH-T' 90" DLO HEIGHT=DOOR UNIT HEIGHT-10.125" SILL DETAIL'D',SHEET 18; INSTALLATION DETAILS EXAMPLE:90a INSIDE CORNER,4 PANELS-XXI)OC PANEL HEIGHTDOOR UNIT HEIGHT-1.868" = 'DW&'De,SHEETS 12&13 SILICONE HOT-MELT BUM STRUCTURAL SILICONE STRUCTURAL SILICONE 3116"NOM. BY OTHERS POLYISOBUTYLEN 114"NOM. FOAM WITH WITH DESICCANT DESICCANT EXT.GLASS EXT.GLASS #8X1" #10 X 1-112" PH SMS PH SMS INT.GLASS INT.GLASS +zq KODISPACE 4SG TPS +zs SUPER SPACERONXTT" PRODUCT REVISED ALUMINUM as complyying with the Florida REINFORCEMENT POLYISO- DESICCANT FILL AREA NDAl ng Codo _NDA-No. 16-0629.06 BUTYLENE 5116"NOM. PANEL CORNER FRAME CORNER 6' SEAL SEAL Expiration Data 0211712020 DETAIL DETAIL BUTYL& ROLL-FORMEDV.T'GLASS ICONESEAL DESICCANT ny FOAM STAINLESS STEEL Miam ad duet Control EXT.GLASS Part# Description Material EXT.GLASs 124 Kommeding 4SG TPS Spacer System • :�'+. 125 Quanex Super Spacer nXTwith Hot Melt Butyl See this Sheet for INT.class _ 126 Quanex Duraseal Spacer Materials ' 127 Cardinal)a. +zel Edge Spacer DURASEAL@ SPACER 127 XL EDGET"SPACER - 417- _ REFERENCE TEST REPORTS:FTL-8717,8968&6970 JR Osw52e16 B AWED SPACERS. 1070TECHWoLOOYORNE ANCHORAGE DETAILS/EXAMPLEELEVATION -�`•'': ''"='`''�` Rma arwrme K YWCA FL 8195 Tae SERIES 770 ALUM.SGD-LM IMPACT ' s rawt &de er..e —"- —6 A.LYNN MILLER,P.E. maa om• reeve mer. d Til 30 B P.E.#58705 l JR 101IW14 CERT.oFAurx. zae scD•77o NTS 15 22 PQ 1 CONFIG. EXAMPLES INTERLOCK DETAIL FOR ALL DETAILS ON THIS SHEET,SEE NOTES ON SHEET 15 �'M',SHEET 19 OPERABLE JAMB DETAIL'G3',SHEET 18; ' '-'C—INSTALLATION DETAILS'Gw'&'Ge,SHEETS 12&13 HEADER DETAIL'A',SHEET 18; MAX' /FIXED JAMB DETAIL'G2', ASTRAGAL HEADER DETAIL A',SHEET DLO JAMB DETAIL'G3',SHEET L INSTALLATION DETAILS'AW&'Ac', WIDTH ­ 2S 18;INSTALLATION DETAILS'L7'& 18;INSTALLATION DETAILS 18;INSTALLATION DETAILS DETAILS'GW&'Gc', L2,SHEET 19 'Awe&'Ae,SHEETS 12&13 SHEETS 12&13 TYP �'Gv/&'Gc',SHEETS 12&13 SHEETS 12&13 90° EXTEI UOR INTERIOR PANEL PANEL PANEL PANEL PPAINEL PANEL TYPE TYPE TYPE TYPE PANEL PANELTYPE INTERLOCK DETAIL 'D' 'A' TYPE TYPE 'M',SHEET 19 MAX. GS' as, MAX. NOM. 90°OUTSIDE CORNER / / / HEIGHT HEIGHT DETAIL'Ni',SHEET 19& PANEL SILL DETAIL NOM. / / CORNERANCHORAGE WIDTHTYP. PER V,SHEET PANEL PER MAX. PER SEE TABLES 18. MAX.L / SEE TAB ES SHEET 11 DLO NOTE 2, 1-3 DLO WIDpER YP NOTE 2, 1-3 INTERIOR HEIGHT TABLES 1-3 SHEET 15 INSTALL HEIGHT SHEET 15 DETAILS TABLES 1-3 EXTERIOR 'DW&'Dc', &13DTH TYP., 0 X X X NOM.PANEL ( `SHEETSI2 X X X X PER TABLES SEE FRAME& MAX.UNIT WIDTH SILLL'D',SHEET 18;� —� MAX.UNIT WIDTH 1� PANEL CORNER MAX.UNIT WIDTH CONSTRUCTION EXAMPLE:OXXX INSTALLATION DETAILS DETAILS SHEET 15 2-TRACK 'Dw'&'Dc',SHEETS 12&13 EXAMPLE:90°OUTSIDE CORNER-XX/XX(2-TRACK) JAMB DETAIL'11%SHEET 18; ASTRAGAL DETAILS'L1'& INTERLOCK DETAIL'M',SHEET 19 INSTALLATION DETAILS'Iw'& L2,SHEET 19� 1 INTERLOCK DETAIL'M',SHEET 19 'Ie,SHEETS 12 HEADER DETAIL "I 1 �JAMI D 'H2',SPIFFY P-HOOK DETAIL V&'K',SHEET 'B',SHEET 18; .� 18;INSTALLATION DETAILS 19;INSTALLATION DETAILS'Jw', IIJSTALLATION JAMB DETAIL'12',SHEET 16;INSTALLATION HEADER DETAIL'C',SHEET DETAILS'Bw'&'Bc', DETAILS'lw'&'Ic',SHEETS 12&13 18;INSTALLATION DETAILS 'Hw'&'Hc',SHEETS 12&13 'Jc','Kw'&'Kc',SHEET 14 SHEETS 12&13 'CW&'Cc',SHEETS 12&13 r— — MAX.UNIT WIDTH I'— MAX.UNITWIDTH PANEL PANEL PANEL PANEL I PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE I TYPE TYPE TYPE TYPE PRODUCT REVISED as comp1 1 with the Florida R' 'L' M' 'F 'M' F 'F P' MAX Bullding Code NOM. 'o I NOM. UNIT NOA-No. 16-0629.06 MAX. HEIGHTUNIT PANEL g4 j PANEL HEIGHT ExpirationDatoO2H712020 WIDTH TYP. I / / WIDTH TYP. / PERPER sp TABLES MAX./ /SEE PER / 0I SEE MAX. PER TABLES Nlaml- a to uet Cont of 1-3 DLO NOTE 2 TABLES 1-3 2 j OTE 2 DLO TABLES 1-3 1-3 HEIGHT SHEET 15 i SHEET 15 HEIGHT O X X X ; X X X 0 EXAMPLE:OXXXp SILL DETAIL'E',SHEET 18;�J EXAMPLE:XXXO SILL DETAIL T',SHEET 18; -' (3 TRACK, RIGHT POCKET) INSTALLATION DETAILS (4-TRACK,BY-PASS) INSTALLATION DETAILS Ew'&'Ec',SHEETS 12&13 'Rd&'Fc',SHEETS 12&13 �b ltnaf By. B°•s R°rSbs B BY., 4o707ECNNOLOGYORNE EXAMPLE ELEVATIONS N.VFMCF,FL 34275 -as �'.�;:i::t_ �':.•, aae Br. oma• (941}480-1606 SERIES 770 ALUM.SGD-LM IMPACT ' Bre°m By. mro: crm°oB mm: s svm: m,..r a. - — A LYNN MILLER,P.E. JR TOHO114 CERT.OFAUTH 929196 ® SGD-770 NTS 16 a 22 PGTO130 B P.EA 58705 PANEL'S RIGHT STILE TYPE PANEL SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL INT CORNER EXT CORNER EXT CORNER INT CORNER EXT CORNER EXT CORNER INT CORNER INTERLOCK INTERLOCK BOX OUT BOX IN 90 LOCKSTILE 90 LOCKSTILE 90 RECEIVER 90 RECEIVER 90 RECEIVER 36 RECEIVER 36 RECEIVER STILE WIHANDLE BOX OUT SOXIN W/HANDLE WIHANDLE WIHANDLE W/HANDLE WIHANDLE W/HANDLE W/HANDLE WIHANDLE TYPES OUT IN --y"y�I''I" #118 #118 #31 431 -:cm #51 #1181 #6Y #61 N61 SINGLELo, F PP K L TR TQ TC TA TV Tw INTERLOCK OUT SINGLE INTERLOCK r C B C j� A c C IC SQ - SC SA Sv sw IN o� � FIXEDSTILE RR R P=omS `s FD FC FV FW LOC—LE W/HANDLE ��/� D A I> Jmaxom J W ASTRAGAL BOX OUT L/ R PANEL NOTES: a W/HANDLE Teoxou0 1.SEE DP TABLES 1-3,SHEETS 6-8 FOR PANEL ASTRAGALA/ SIZES&DESIGN PRESSURE. LLI BOX w /V LEFT 41NTERIOR RIGHT 2.PANEL TYPES NOT SHOWN OR CROSSED OFF J W/HANDLE leer p PANEL PANEL ARE NOT REOUIRED FOR ANY CONFIGURATIONS �- ASTRAGAL � T U STILE EXTERIOR STILE AND ARE NOT AVAILABLE. BOXCUT 3.90°ASTRAGALS TO USE HEAVY-DUTY STILES �-ou" ft=O rl (#61),CORNER RECEIVER(#118)AND EITHER l'- LL PANEL"E"SHOWN.SEE TABLE FOR OTHER PANEL TYPES AND EXTERIOR(#119)OR INTERIOR(#120)CORNER ASTRAGAL APPLICABLE STILE/ASTRAGAL REQUIREMENTS. -1 Box w I T ASTRAGALS. �OfMJ � 4.1350 ASTRAGALS TO USE HEAVY-DUTY STILES INT CORNER RT CI � 90 LOCKSTILE (#61)ANDCORNERADDON(#31). J W/HANDLE#120 •--�-(r--• .232' LLI EXTCORNER SILL RISERS OPTIONS .232• z 90 LOCKSTILE QT QS Q WIHANDLE#119 I-�232' EXTERIOR EXTERIOR R .062" EXT CORNER#61 232 EXTERIOR /-� I{ .062" 90 RECEIVER / _T CS J. a .002" 3,305' 4�5• W/HANDLE #118 v 2.655" INT CORNER#81 AT AS DF ' '56 062' -�- 90 RECEIVER WI HANDLE 44L #118 � PRODUCT y RE'th the Fonda EXT CORNER #178 /� 18'SILL RISER FLAT' 20 SILL RISER,FLAT 22 SILL RISER,FLAT 24 SILL RISER,FLAT Building Code 16-0629.06 90 RECEIVER. CF FLUS— GLOW,2-1/2" OMEDIUM,3-1/4' HIGH,4' NOA�1o. EXT CORNER 31 -+I I►-- 750• -~ tom' •750" Expiration Dato 02/17/2020 35 RECEIVER VT VS VF I I EXTERIOR 8y W/HANDLE #S1 .750' EXTERIOR .08Y Miami-Dad rotloet Control #31 EXTERIOR EXTERIOR I /1 .062" INT CORNER Q r w f WS WF .908• �1] 4.055" 35 RECEIVE NER 3�L"'/TTv�1T' �V I/ a� a .062' W/HANDLE #61 q42.555° 3.305' •.,.1::i:'!,;., .06Y t.ILLRISER 1.567' _. J BOX I' SILL RISER,BOX SILL RISER,BOX SILL RISER,BOX 19'FLUSH,1-1/2' 21 LOM-2-117 zs MEDIUM,3-1/4' ze HIGH.4" NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHEETS 6-8 'y: --y aoi rsm+mie w 5 i:.t=Gr 78707ECHN0L03YCRIVE PANEL TYPES `''6"'•�'��� 6.v.aen wws w.rima N.VENICE FL 36275 � .. .,:-;,� •-��..�... w� (941)-90-1600SERIES 770 ALUM.SGD-LM IMPACT wean oero: cne<tmae.Dela ' 1P — — A.LYNN MILLER,P.E. JR fOMO/14 CERT.OFAUTH.#29296 Ry. SGD•770 NTS 17 d 22 PGT0190 B P.E.#58705 1 ASSEMBLY DETAILS 106 FULL PANEL JAMB LENGTH (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) so OR 61 los LOCK PART 17 FULL LENGTH 1a 7s 9107-110 14 106 OF JAMB 5 6o OR 81 16 5 60 OR 61 G7 EO OR 61 2-TRACK JAMB 2-TRACK JAMB (SHOWN 5 SEE DETAIL G1 CUP#_10 5 WITH FOR FIXED IF 11 105 6"LONG W/RETAINER#106 ) f,,UE.TER10R LOC iPA iOPERABLE PANEL CLIP119 MIDP AN (SHOWN WITH PANELFIXED PANEL TO LOCK PART E DETAIL G25 THE INTERIOR) EXTERIOR 103 113 75 9107-110 103OR FIXED 5 103sOR s1 ANEL CLIPEXTERIOR15 5112da 16 17 123 FULL LENGTH O2 40 G4fid OR 61 �R EXTERIOR#10X' OF JAMB 2-TRACK JAMB 2-TRACK JAMB J ,EXTERIOR �I 9-RIOR vVsMs,x3 CLIP#80 OR#105 51 52 W/SCREEN �/ V 6"LONG W!RETAINER#123 3-TRACK JAMB 3-TRACK JAMB 4-TRACK JAMB 4-TRACK JAMB (SHOWN WITH 111 (SHOWN WITH e(SHOWN WITH 11 (SHOWN WITH 12 (SHOWN WITH MIDSPAN 60 FIXED PANEL TO OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL) TLEXTERIOR 60 OR 61 THE EXTERIOR) 53 THE EXTERIOR) THE INTERIOR) V �LEXTERIOR 2 V 112 1 3 a 45 5 113 5 113 5 52 51 I gg 69 69 EXTERIOR EXTERIOR EXTERIOR 53 11 a avv A SHOWN WITH E 2-TRACK W/SCREEN tot3-TRACK 4-TRACK MAX.UNIT OPT.SCREEN FRAME HEAD FRAME HEAD FRAME HEAD HEIGHT PER TRACK TABLES 1-3 PRODUCT REVISED 53 89 69 as com8 In le with the Florida 69 Bull dinode EXTERIOR EXTERIOR NOA-Ho. 16-0629.06 52 51 72 OR 73 72 OR 73 72 OR 73 Expiration Date 02/17/2020 46 11 113 9 10 By % `' 11 kc Miami-0a rouct Control 48 47 0 6 EXTERIOR 112 5 113 5 ®2-TRACK W/SCREEN e3-TRACK 4Z4-TRACK :. O FRAME SILL E FRAME SILL FRAME SILL ITEM 61 SHOWN,ITEM 60 ALSO APPLICABLE,SEE TABLES 1-3,SHEETS 6-8 FOR DP(PSF)ASSOCIATED WITH STILE. _ RevsO By. asa 1tNuba rb1O� - •�'-. , '• f070TECNNOLOGYOR/VE VERTICAL SECTION DETAILS ^ 'ij1J'• �'� ! wa.oe-. N.VENICEFL 34275 ras SERIES 770 ALUM.SGD-LM IMPACT (9d}P86/600 �� sanmt ema: s.,.r a*.Lmxe. A.LYNN MILLER P.E. ° By' Oe1°' °°edv0 0ato' CERT.OFAUTN.02M5 ® SGD•770 NTS 18 ✓22 PGTO130 B P.E.#58705 JR 10110114 i ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS} INTERIOR 01 113 118 n28 2B 7 30 113 OR 61 60 OR 61 27 63 26 *1 103 62 111 63 *OR 81 29 1465 65 29 65 5 120 ��OR .EXTERIOR EXTFRIOR 90, -G 62 M(TERIOR 62 EXTERIOR INTERIOR EXTERIOR ,a HOaK_ OR FLAT SILLS 161 FR BOX SILLS !NTERIOR OR NT,MOUNT) T (0055K PA �_K j EXT.M N ONLY 90, LOCK A-0—CK—pWiRN T 60 OR 61 Q6&�107-11 75SM741 61 75 107-11 5 INTERLOCK 758,107-11 14 113 60 60 61 61 118 6 FtQXMTER1OR 113 EXTERIOR 113 6768 113 103 119'5 EXTERIOR 11 j6j��STANDARD ASTPAGAL#67 ja HEAVY-DUTY ASTRAGAL#68 90'OUTSIDE CORN 90 INSIDE CORNER 42hDL20i�� WITH STANDARD STILES#60 WITH HEAVY-DUTY STILES#61 Wl 2-TRACK SHOWN ITEM#61(HEAVY-DUTY KW2-TRACK$HOWN EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN STILE)SHOWN,ITEM#60 (BOX-OUT)MAY ALSO BE INSTALLED (BOX-OUT)MAY ALSO 13E INSTALLED (STANDARD STILE)ALSO TOWARDS INTERIOR(BOX-IN) TOWARDS INTERIOR(BOX-IN) APPLICABLE,SEE TABLES 1-3,SHEETS 6-8 FOR DP (PSF)ASSOCIATED WITH "GI INTERIOR STILES. 31 LOCK PART INTERIOR 75&107-11 135* INTERIOR PRODUCT REVISED as the Florida "u=1Za1"d9ewifb NOA-No. 16-0629.06 7 Expiration Oat-0211712020 14 61 32 135' By- 61 103 Froauct control 32 EXTERIOR 61 i!1; 1 ti 6 LOCKPART 31 103 EXTERICR 7 ""Oft, 14 135-INSIDE CORNER 75 107-1 o 2-TRACK SHOWN 135'OUTSIDE CORNER x 135. JN-RIOR "tnEWR 131 INSIDE CORN 6 % 62-TRACK SHOWN awtna 16 U;Wa—r. Q,w w— f0707ECHNOLOGYDRIm RM:3 HORIZONTAL SECTIONDETAILS,CORNERS X VDWCF-FL 24275 770 ALUM.SGO-LM IMPACT JR 10110114 A.LYNN MILLER,P.E. B REA 58705 rs ju­19 22 1 PGTO130 Item DWG# PGT# Description Item DWG# PGT#, Description 1)ALL ALUM]NUM=6063-T6 1 17306 617306 2-TRACK HEAD 60 17325 617325 PANEL STILE 2 17303 617303 2-TRACK HEAD WITH SCREEN RAL 61 17326 617326 PANEL STILE(HEAVY DUTY) 2)ITEMS#33-39,56-59,66,78,84-99, 3 17309 617309 3-TRACK HEAD 62 17327 617327 INTERLOCK ADAPTOR 121&122 ARE NOT USED AND ARE 4 17312 617312 4-TRACK HEAD 63 1225 6TP248 VINYL BULB WSTP.-THIN(INSIDE INTERLOCK) NOT PART OF THIS APPROVAL 5 17314 617314 FRAME SCREW COVER 64 1729 71729 SILL END WEATHERSTRIP PAD 6 8317 817317 FRAME HEAD/JAMB ADD-ON 85 17328 017328 MTERLOCK SCREW COVER 3)USE OF#12 OR#13 REQUIRES 7 17304 617304 2-TRACK SILL 67 17329 617329 ASTRAGAL MIN.#10 SMS OR 3116"MASONRY 8 17301 617301 2-TRACK SILL WITH SCREEN RAIL 68 17339 617339 HEAVY DUTY ASTRAGAL ANCHORS @ 24'MAX.O.C. 9 17307 617307 3-TRACK SILL 69 17324 617324 TOP&BOTrchi RAIL 10 17310 617310 4-TRACK SILL 70 17350 417350 WEATHERSTRIP EXTENSION(NJECTDN MOLDED) 11 17313 617313 FRAME SILL TRACK INSERT rl 1695 71695 1-112"X1"X3/4"HIGH FN SEAL DUSTPLUGS 12 17315 517315 FRAME SILLSCREEN ADD-0N(SEE NOTE 3) 72 6153 78153X TANDEM ST.STL ROLLER ASSY. 13 17316 617316 FRAME SILL SCREEN END ADD-ON(SEE NOTE 3) 73 8153 78153N TANDEM NYLON ROLLER ASSY. 14 17305 617305 2-TRACK JAMB 74. SILICONE DOW-899,DOW-995 OR GE TTO0 15 17302 617302 2-TRACK JAMB WITH SCREEN RAIL 75 8185 78185X OEM INI MORTICE 3-PLY DUAL LOCK W/LONG TRIM PLATE . 16 17308 617308 3-TRACK JAMB 76 7f032XIFPFX 71632 Xi"FL.SS SCREW W/TYPE T'TIP 17 17371 617311 4-TRACK JAMB 77 7103239 7032 STEEL ZINC U-NUT 18 17322 817322 SILL RISER-FLAT,FLASH,1412" 79 17357 617357 1'IG BEAD 19 17319 817319 SILL RISER-BODS FLUSH,1-1/2" SO 17359 617359 7/16"BEAD/FDED PANEL CLP 20 17321 617321 SILL RISER-FLAT,LOW,2-1/2" 81 17360 617360 9116"BEAD 21 17318 617318 SILL RISER-BOY LOW,2-11T 82 1224 6TP247K VINYL BULB WEATHERSTRIP 22 17355 617355 SILL RISER-FLAT,MEDIUM,3-1/4" 83 61745 1745 LOWE NC,117 X 1116'SGL SIDE ADH.TAPE,POLYETH. 23 17354 617354 SILL RISER-BOX MEDIUM,3-1/4' 100 8052 48052 ROLLER ADJ HOLE PLUG 24 17323 617323 SILL RISER-FLAT,HIGH,4- 101 72087 JAMB BUMPER 25 17320 617320 SILL RISER-BOY HIGH,4' 102 1698 71696 DUST PLUG 28 17333 817333 POCKET RHOOK 103 8186 78186X 1"KEEPER 27 7070 87070 NEOPRENE BULB WSTP FOR P-HOOK 104 653 7SDKEEP SCREEN LOCK KEEPER 28 17334 617334 POCKET P4100K MOUNT 105 17344 617344 FRED PANEL CLIP-6"LONG 29 17335 817335 P-HOOK COVER 106 17352 617352 RED PANEL RETANER-8716" 30 17348 617346 POCKET P-HOOK FOR BOXRISER 107 7739 71739 HANDLE KR-INTERIOR RAISED WITH THUMB TURP! 31 17378 677378 135CORNER 108 1740 71740 HANDLE KIT-RAISED EXTERIOR HANDLE 32 17376 617376 135 FDED MOUNT 109 1731 78162SN HANDLE KIT-RECESSED INTERIOR WITH THUMB TURN ITEMS 4053 ARE SCREEN PARTS: 110 1 1732 78178 HANDLE KIT-RECESSED EXTERIOR PULL 40 1 4319 612258 SCREEN SIDE RAIL-LOCKSTILE 111 710X34PPSDAX#10 X3/4"PH.PN.TEK-S.S. 41 7LOCKWOSK SCREEN LOCKSET 112 1235 07516 WSTP,.270 X.170-FIN SEAL - 42 41818 SCREEN KEEPER SPACER SET 113 1712 64066 .187'X 230'FNSEAL 43 8162 68152 SCREEN INTERLOCK ADAPTER 114 71OX115PPX 910X1-tf2' PRODUCT REVISED 44 4428 64428 SCREEN DOUBLE INTERLOCK 115 710XPPT 910 X 1" as compl ng with the Florida �i 45 4317 612256 SCREEN TOP RAIL 116 720X7X 91a 20 X 1"S.S. Baflding ode 46 4378 612251 SCREEN BOTTOM RAL 117 720XI 12X #14-20 X 1-7/2"S.S. NOA-No. 16-0629.06 47 668 7SRAZ STANDARD ROLLER 118 17336 617336 90 DEGREE CORNER RECEIVER Expiration Date 02/17/2020 I 48 688 7SRAX STANDARD ROLLER-6T.STL 119 17337 617337 90 DEGREE OUTSDE CORNER ASTRAGAL By �i 49 4344 64344 SCREEN ASTRAGAL 120 17338 6117338 90 DEGREE INSIDE CORNER ASTRAGAL Miami- S roduet Control 50 17349 617349 OXO SCREEN ASTRAGALADAPTER 123 17352 617352 FRED PANEL RETAINER,71V j 51 1692 61692 SCREEN SPLINE-.165' . 52 1694 61694 SCREEN SPLINE-,150° _ 53 61816020 SCREEN CLOTH 54 1725 1/2"X4"X1/16"SET.BLOCK,NEOPRENE 85+/5 ' 55 1778 1"X4'X 1/16'SET,BLOCK,NEOPRENE 85+/5 was er. a.ic � a� i 1070 TECHNOLOGYORIVE PARTS LIST .:'�,'.. `:.'.• �' affix wrttaT N.VENIC�FL 31776 1As Af.V I ICA'0 SERIES 770 ALUM.SGD-LM IMPACT ;... o.re aroma am• r i.+weu sow m.m u+wmu= A LYNN MILLER,P.E. JR SB/10/14 CERT:OFAUTH#28296 Ry 6G0•T70 NTS 20 -22 PGTO130 B P.E.#58705 j 1 5.059" 8.562" 1.36" 0.080' 1.872" 1.505" 1.211" ,g=am 0.081" --Q 'y_ 1.019" 0.081" O2-TRACK HEAD TT-m- i 10 4-TRACK SILL 0.062' 'SCREEN 0.081" (6063-T6 AL) (6063-T6 AL) 40 STILE 6.198" (6063-T6 AL) 6.198" 6.526" 5.069" 0.080" (�1.045" 1,. 1.505" I 1.993" 0.062" 0.081" z 2-TRACK HEAD W/SCREEN TRACK O9 3-TRACK SILL EL LSCREEN 0(6063-T6 AL) (6063-T6 AL) 14 2-TRACK JAMB STOP RAIL 11 (6063-T6 AL) (6063-TS AL) 2-TRACK JAMB 7.105" � 6.221" 15 SCREEN TRACK W/ 0.080" (6063-T6 AL) 1.36" 1.505" 71, t� 0.876" 1.211" + -j � 1.36" �- 1.993" T7 0.081" O3 3-TRACK HEAD J Oe 2-TRACK SILL W/SCREEN TRACK 0.062" (6063-T6 AL) (6063-T6 AL) 0.081" -� SCREEN BOTTOM RAIL (6063-T6 AL) 9.142" 0.081" 4.49" �-{ 0.080" 1.211" 1.605" 7.105" 117 i 0.081" 9.141" 404-TRACK HEAD O7 2-TRACK SILL (6063-T6 AL) (6063-T6 AL) PRODUCT REVISED oscomp)ylny with the Florida Building Code -� NOA-No. 16-0629.06 ( 0.060" Expiration Date 02/17/2020 1.514° j_I 0.062" By --� 0.532 0,780' Miami-Dadevooduct Control 1.280" y 0.060" 1.516" 1.990" OFRAME HEAD/JAMB SCREEN FRAME SILL SCREEN - FRAME SILL SCREEN ADD-ON 12 ADD-0N t3 END ADD-ON i6 3-TRACK JAMB (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) El REQUIRES MIN.910 SMS REQUIRES MIN.#10 SMS OR 3/16"MASONRY OR 3/16"MASONRY 17 4-TRACK JAMB SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24"MAX.O.C. ANCHORS @ 24"MAX O.C. (6063-T6 AL) 6 g(6 �By. Dft- � f070fECNNOLOcrORW EXTRUSIONS ':.:?a,-'•,.••,..:.`�' ee.eaep oem: n.wmne N.VBJILE;FL 3(275 ..... � SERIES 770 ALUM.SGD-LM IMPACT a.. ��O.m comae oat arrvnee"e twa� ee.s o..emua ALYNN MILiL LER,P.E. JR 10/!0/14 CERT.OFAU7H.09298 SOD-770 NTS. 21 °�22 PG710130 B REX 58705 i a 0.718" 7 0.83" 3.802" 11 3.802' 2.304" °0.752 j�� �- 0.752" 0.885" 0.574" 0.796° 1.163"� 0.062" 0.080" 0.052" 0.264° � 0.075" 0.233" 0.062" FRAME SILL P-HOOK MOUNTING P-HOOK SCREW g 11 2fi P-HOOK za 2s 3o P-HOOK FOR BOX RISER COVER OTRACK O OADAPTOR COVER 0.080" (6063-T6 AL) (6083-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) 4- .155" 4" 2.30° A1.4188" '.739" 0.080" 0.830" 0.062 1.600 0.133' 1.600 0.062" 1.303" .0800" 1.888" .016" 1.974" -� I 0.325" 24" 3.125" F� 3.125" 0.062" 31 135°CORNER J2 135°FIXED MOUNT so STANDARD STILE s1 HEAVY DUTY STILE SADA ss (6063-T6 AL) (6083-T6 AL) (6063-T6 AL) (6063 T6 AL) PINTERLOCK INTERLOCK TER SCREW COVER (6063-T6 AL) (6063-T6 AL) 3.979" 3.979" -- 4.125" �I 1 " 050" 1.050' 075" � .0501 0.075" 1.645" 0.062" J 1.3304" flu1.645" 1 .289" F- 3.25"-+I .611".04��--.485".04��-- 0.125"" 0.281" GLAZING 7116"GLAZING 9/16"GLAZING s7 STANDARD ASTRAGAL ss HEAVY DUTY ASTRAGAL s9 TOPlBOTTOM RAIL 7s a0 a1 (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) BEAD( BEAD.FIXED BEAD (6063-T6 A AL) PANEL CLIP (6063-T6 AL) (6063-T6 AL) . 1.003" 1.03" q" 5.621" PRODUCT REVISED as ld ffig Ing with the Florida 0.757" Building Code 0.080 16-0629.06 0.050" OA-N.. Expiration Date 02117/2020 705 FIXED � FFJ 0.709" 2.893" 0.133" -� PANEL CLIP 1.498" 0.133" 1.498" DY (6063-TB AL) Miami-0a roduet cont of 0.080" .550" 0.863 4" 0.709" 123 FIXED PANEL 5.621" ORETAINER 7/8" 2826" -� 120 9D°INSIDE CORNER ASTRAGAL U`,( :'r 0.080" I (6063-T6 AL) 119 901 OUTSIDE CORNER ASTRAGAL (6063-T6 AL) FDCED PANEL 11e 90°CORNER RECEIVER (6063-Ts AL) los RETAINER,9116" (6063-T6 AL) (6063-T6 AL) B 1070TECHNMOGYDMVE EXTRUSIONS N.VENIM FL 31275 maro,rm SERIES 770 ALUM.SGD-LM IMPACT ` (811}480-1� R°"• A.LYNN MILLER,P.E. an."ry. oma crofete M. CERT.OFA(711L A2.9298 ® SG6770 NTS 22 d 22 PGT0130 B P.E.#58705 A 10/10114 i