Loading...
HomeMy WebLinkAboutProduct Approval-FL251-R30 1 Florida Building Code Online Page 1 of 3 P' a.'," `t-1.' �f 14.1, 1; I',. f::1,1:16zriI,107.:,7 "�=Sa i� a �` 6 I �ayy,+�a °fafaFi. 1 �,•� ,+ .ttis.,3k,::.'041.:rit"."--:iric:iiiiii:3R ° ! Of is! �Y` � •� ..acs _-,_ k.. _ ,9"'^4`1,4:1.t.4; .=p ei ckai t tR sxlizisi# rnsr„r weill.WA msrscsit rBCIS Home = Log In f User Registration j Hot Topics I Submit Surcharge Stats&Facts f Publications i Contact Us I BQS Site Map t Links i Search iy r-brida _Product Approval % , USER:Public User Product AOPmual Mena>Penner;nr APPliration Search>Annlication Lkt>Application Detail •\ Ib ¢ k . } FL# F1.251-R30 Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived 0 . Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive North Venice,FL 34275 (941)466-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email • 1070 Technology Drive Nokomis,FL 34275 (941)486-0100. Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Certification Mark or Listing • Certification Agency Miami-Dade BCCO-CER Validated By Mlaml-Dade BCCO-VAL • Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 Equivalence of Product Standards Certified By • I Product Approval Method Method 1 Option A Date Submitted 04/30/2018 Date Validated 06/01/2018 Date Pending FBC Approval Date Approved 06/11/2018 ' https://www.floridabuilding.org/pr/pr_app_dtl.aspx?parara=wGEVXQwtDgsEt2PTandsb... 10/9/2018 I . Florida Building Code Online Page 2 of 3 Summary of Products FL# Model,Number or Name Description • 251.1 SGD-670(Non-Impact) Aluminum Siding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R30 C CAC 17042009.pdf 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 FL251 R30 II 17042009.odf (NOA)for product performance information,anchorage Verified By:Miami-Dade BCCO-CER .details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.2 SGD-670HP(Non-Impact) Aluminum Sliding Glass Door • Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R30 C CAC 17042010.odf 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 FL251 R30 U 17042010.0f (NOA)for product performance information,anchorage Verified By:Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: • 251.3 SGD-.680(Non-Impact) Aluminum.Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R30 C CAC 17042011.odf 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 FL251 R30 II 17042011.pdf (NOA)for product performance information,anchorage . Verified By:Miami-Dade BCC()-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.4 SGD-770(Large Missile Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R30 C CAC 17042012.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/12/2020 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL251 R30 II 17042012.odf (NOA)for product performance information,anchorage Verified By:Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.5 SGD-770HP(Large Missile Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL251 R30 C CAC 17042013.odf 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 FL251 R30 II 17042013.pdf (NOA)for product performance information,anchorage Verified By:Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.6 SGD-770HP(Small Missile Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R30 C CAC 17042014.pdf 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 FL251 R30 II 17042014.pdf (NOA)for product performance information,anchorage Verified By:Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.7 SGD-780(Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 P.30 C CAC 17042004.pdf https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5b... 10/9/2018 • Florida Building Code Online Page 3 of 3 • • Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes D8/02/2022 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL251 R30 II 17042004.pdf (NOA)for product performance information,anchorage • Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.8 SGD-2500(Non-Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R30 C CAC 18-0207.05 Door.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant No • 05/22/2019 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL251 R30 II 18-0207.05 Door.ndf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports • Created by Independent Third Party: 251.9 SGD-5470(Non-Impact) Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R30 C CAC 17042007.pdf Approved for use outside HVHZ:Yes • Quality Assurance Contract Expiration Date • Impact Resistant:No 04/21/2021 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL251 R30 11 17042007.ndf (NOA)for product performance information,anchorage Verified By:Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.10 SGD-5570(Large Missile Impact) Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R30 C CAC 17042006.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 FL251 R30 U 17042006.ndf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: CM DM Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 phone:650-487-1674 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::,Accessibility Statement::tefund 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 emits provided may be used for official communication with the licensee.However email addresses are public record.If you do not watt to supply a personal address, please provide the Department with an email address which can be made available to the public To determine 8 you are a licensee under Chapter 455,F.S.,please click here. • Product Approval Accepts. Fril erliaf CYf�}.i�f„jCat rt II IMi l� • • https://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDqsEt2PTand5b... 10/9/2018 M IAM FDADE 4= MIAMI-DADE COUNTY Man. It*bgg''' 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.govfeconomv 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 building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone.- DESCRIPTION: Series."SGD-770"Aluminum Sliding Glass Door w/90°&135°corners—L.M.I. APPROVAL DOCUMENT: Drawing No. PGT0130,titled"Series 770 Alum. SGD- LM Impact", sheets 1 through 22 of 22, dated 10/10/14, with revision C dated 04/05/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: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 job site at the request of the Building Official. This NOA revises NOA#16-0629.06 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. 17-0420.12 z M1AM1•DARE COUNTY Expiration Date: February 17,2020 437ET,APPROVED 1A V lrio Approval Date: September 28,2017 Page 1 • 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 C dated 04/05/17, 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, 06/17/16 and 06/20/16, all signed& sealed by Idalmis Ortega,P.E. (Submitted under NOA No. 16-0629.06) 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)Air Infiltration Test,per TAS 202-94 2)Uniform Static Air Pressure Test,Loading per TAS 202-94. 3)Water Resistance Test,per TAS 202-94. 4)Forced Entry Test per FBC 2411.3.2.1 and TAS202-94. 5) Large Missile Impact Test,per TAS 201-94 6) Cyclic Wind Pressure Loading,per TAS 203-94 along with marked-up drawings and installation diagram of aluminum Sliding Glass Doors,prepared by Fenestration Testing Laboratory, Inc., Test Report 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 dated 08/10/09, all signed and sealed by Julio Gonzales,P.E. Note: The test reports No. FTL 5980,FTL 6001 and FTL 6015 have been revised and.reissued on 12/29/09, signed and sealed by Julio Gonzales '.: (Submitted under NOA No. 09-0826.10) Jorge M.PIasencia,P.E. P•oduct Control Unit Supervisor NOA No.17-0420.12 Expiration Date: February 17,2020 Approval Date: September 28,2017 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 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 NOA No. 1 5-0430.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014) and FBC-6t''Edition (2017), dated 04/18/17 and revised on 08/10/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 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. 16-1117.01 issued to Kuraray America,Inc.for their "Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers"dated 01/19/17, expiring on 07/08/19. 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. Statement letter of conformance with FBC-5th Edition (2014) and FBC-6"` Edition (2017), dated 08/10/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated 04/18/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Test proposal No. 16-0152 dated 03/09/16 approved by RER. 4. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL- 8970 and FTL-8968. G. OTHERS 1. Notice of Acceptance No. 16-0629.06,issued to PGT Industries,Inc. for their Series "SGD-770"Aluminnnm Sliding Glass Doors w/90° &135° corners- L.M.I. approved on 08/04/16 and expiring on 02/17/20. Jorge M.Plasencia,P.E. P duct Control Unit Supervisor NOA No. 17-0420.12 Expiration Date: February 17,2020 Approval Date: September 28,2017 E-2 1" TABLE A: SERIES 770, IMPACT RESISTANT SLIDING GLASS DOORAnchor Frame Min.Edge Min.O.C. Min. • a o • Group Anchor Type Member Subsltelo Distance. Distance Embedment or INCLUDING POCKETS &90 1135 CORNERS 012 18-0 SMS, _. e- - Metal Thlckneas _ Southern Pine(SG=0.65) 9118" 7/8' 1-3/8' 6063-T6 Aluminum 3/8' 8/16" 0.090' GENERAL NOTES All 1)GLAZING TYPE OPTIONS:SEE TABLE B.THIS SHEET&GLAZING DETAILS ON SHEETS 4&5. SMSA36 Steel 3/8• 9/16" 0.050^ 2)DESIGN PRESSURES: A 9I/Rai Gr.33 Steel Stud 318' 9116" 0.045"(18 Go) A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. All Concrete(min.2.22 Kell 1-1/2" 3" 1-3/8' B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. Jamb/P-hook Filled Block(ASTM C90) 2" 3" 2" C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. Jamb/P-hook Hollow Block(ASTM C90) 2" 3" 1-1/4' • 3)ANCHORAGE:THE 33.4/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS All Southern Plne(SG=0,55)_,__ r _. 1" 1.318' —--- --- — --- PRODUCT.—MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO Southern Plne(SG=0.55) B/16° 7/8' 13/8' CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 8 All 608315 Aluminum 3/8' 9/18" 0.090' A30 Sled 3/8"- -9/16" 0.050" ____ „ CURRENT FLORIDA BUILDING CODE.FOR ANCHORAGE DETAILS SEE SHEETS 6-14. Gr.33 Steel Stud 318° •alta 0.045•(fe Ga — 4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. Concrete(min.2.85 kel) 1" 4'� 1-318' 5)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH Hollow Block(ASTM C90) 1 B" 1-1/4" ' NARROW JOINT SEALANT, f/4'Elco Ullmcar� I Conare e m n.2 e1)-271/2" 4" tis' 6)REFERENCES:ELCO ULTRACON,ALUMINUMLEX AND AGGREGATOR NOA'S,ANSI/AF&PA NDS FOR F4"Ele55 ho),Fu=177 kel Jamb!P-hook Filled Black(ASTM C90) 2.112" 4" 1-3/4" WOOD CONSTRUCTION AND ADM, DESIGN MANUAL. Jamb/P-hook Hollow Block(ASTM C95) 2-112" G' 1-1/4" 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE D Head!SII1 Conarele(min,3.35101) 1" 4" 13/4" CURRENT FLORIDA BUILDING CODE,INCLUDING THE,HIGH VELOCITY HURRICANE ZONE(HVHZ). 1/4"41055 Elco CreleFlex® Jamb!P-hook Concrete(min.3.35 its)) 1' 8" 13/4" 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER F1=127.4 ksi,F•=189.7 ksl Jamb/P-hook Hollow Block(ASTM C90) '2-112" 6" 1-1/4° ' CURRENT FLORIDA BUILDING CODE,AS APPLICABLE. All Southern Pine(SG=0.55) 1" 1• 1-3/8" 9)TEST REPORTS:FTL-5980,FTL-5093,FTL-6001,FTL-8014,FTL-6015,FTL-6017,FTL-6022,FTL-6023, 1)WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORETI IAN ONE or THE ANCI TOR GROUPS ABOVE, FTL-6024,FTL-6026,FTL-6028,FTL-6031, -8033,FTL-6038 AND FTL-7554 CHOOSE THE ANCHOR GROUP OF THE,LOWEST LETTER FOR ALL TABLES IN THIS APPROVAL. 2)ALL ANCHOR HEAD TYPES ARE APPLICABLE. 3)FOR STEEL STUDS,MIN.FU=45 KSI,MIN FY=33 KSI. 4)FILLED BLOCK VALUES MAY ALSO BE USED IN HOLLOW BLOCK APPLICATIONS. TABLE B,SEE DETAILS ON SHEETS 4&5 - 6)ANCHORS MUST BE OF SUFFICIENT LENGTH SO THAT A MINIMUM OF 3 THREADS EXTEND BEYOND METAL SUBSTRATE, Glass Description(Listed from Exterior to Interior) ANCHOR NOTES • • Typo — - 03 7/16"Laminated:(2)Utes of 3/16"HS Glass wIIh.090'PVB Inmdayer 1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY G3A 9/18"Laminated:(2)LIlea of 1/4'HO Glass with.090'PVB interlayer MIAMI-DADE COUNTY APPROVED ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE 04 7/16'Lemineled:(2)Llles of3/19'1-13 Glass with.000'80 lnledayer DISTANCE AND SUBSTRATE REQUIREMENTS. 04A 8116'Laminated:(2)Linos of 1/4'HS Glass with.090'SO lnledayer 05 1"laminated).0.:3/16"TExtedor Cops 3/B"Air Space+7/16'Laminated;(2)Liles 03/16"HS Glass 8)81.000"PVB Inledayer 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A,THIS SHEET. G5A 1'Laminated l.G.:1/4"T Exterior Cap+6/18"-Alrspace+7/16•Laminated;(2)Liles 03!16"HB Glass with.090"PVB IntedeyerPRODUCT REVISED GB I'Laminated La:3/16"TExtoller Cap+3/8"Air Space 0 7/16'Laminated;(2)Loos or7/f0°HS Glass with.00SG Into/layer 3)WOOD BUCKS DEPICTED AS IX ARE LESS TITAN 1-1/2"THICK. as complying with the Florida PROPERLY SECURED,IX WOOD BUCKS ARE OPTIONAL IF UNIT IS Building Code RBA V amMatnoled:)L/enxtcdorop+5/16'Airspace.7/16"Laminated;(2)Diosof3/1c'HSGleeswith.090"SGlntedayer INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS NOANo. 17-0420.12 07 7110"Laminated:(2)Lacs of of 3/16"A ANN Glass with .0 0" O I lnledayer DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.1X AND 2X BUCKS ExpirationDate02/17/2020 GTA alts"LsminatL0(2)16' Eete ANN Glass AlrS eoe+ 1118'Laminated; (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER BY/ i - G8 1'Laminated I.O.:3116•TExledor Cap+3/8'AlrSpsce+7116•Laminated;(2)Utes of3/16"ANN Glans with.090"SG lnledayer i ' G84 I'Laminated LG.;114"T Extodor Cap 0.5116'AIrspae0+7/16'Laminated;(2)Liles of 3/16"ANN Glass with.090•SG Interlayer LOADS TO THE STRUCTURE.BUCK DESIGN AND INSTALLATION IS • Miami-D a Product Control THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF 'ANN".ANNEALED 'HS"=HEAT STRENGTHENED RECORD&TO BE REVIEWED BY THE BUILDING OFFICIAL. '"=TEMPERED GENERAL NOTES.............1 MB"=.090"TROSIFOLO PVB BYKIIRARAYAMERICA,INC. EXAMPLE ONFIGS..........2-3 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS "SG•=.os0•sENTRYGLAs®BY KURARAY AMERICA,INC. REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO GLAZING DETAILS 4,5 BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. ANCHORAGE 6-14 DESIGN PRESSURE RATING IMPACT RATING DESIGN PRESSURES 6-8 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS SEE TABLES 1,2 6 3 ON RATED FOR LARGE 8 SMALL INSTALL DETAILS 12-14 NOT 1,t i r i t t i/1, SHEETS 6,788 MISSILE IMPACT RESISTANCE ELEVATIONS 15,16 MAX.I/4Q THICK&34SED.00 NMNSHRI(DON,NON-ME BY EALLICGROUT, �.\`‘�pNY• .LYNN1j//,, • PANEL/SILL TYPES.........17 �•&•• UICE....• ,,CODES � CROSS SECTIONS 18,19 SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO `` ,. •2017 FLORIDADARDS DING THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF . •2017 ORIBUILDING CODE FBC),61 H EDITION PARTS LIST 20 SUBSTRATE IS WOOD,308 FELT PAPER OR MASTIC IS REQUIRED No.58705 •AST FLORIDA BUILDING CODE(RIC),6TH EDITION EXTRUSIONS 21,22 BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED - /}' 7. •ASTM E1300-09 --D 'tet ��''*- •ANS9AF8PA NDS-2015 FOR WOOD CONSTRUCTION BY THE AUTHORITY HAVING JURISDICTION. :� L� I�1r ,:w�` •ALUMINUM DESIGN MANUAL,ADM-2015 1070 TECHNOLOGY DRIVE =+eSns: y}TE bF (V *AIM 360-100 - '0..inp,.•''\+ N.VENICE,O YERI GENERAL NOTES AND MAP •AISC �iiS """' �' �� (etfJ46o•fsop ��� ,,, ,/s/ONAL Ery`• emd ax nor Renw,e' CERT.OFAY7N.029296 �� SERIES 770 ALUM,SGD-LM'IMPACT ///„I11,111� JR 04/06117 C UPDATED TO FBC 2017,REVISED TABLES 1,2,3&A rxpnlroRromir `p e> "''°'st �” a'"r'cN' Res A.LYNN MILLER,RE. u.saer Oast Mod cMay Dan. I mrmetem,rotrw sGD77D NTS 1 e 22 POT0130 C P.E.#58705 JR 10/10/14 • ALL WITSREafRY£0 _ . • • . . • CONFIGURATIONS NOTES: • EXAMPLE CONFIGURATIONS . . 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","Jc","Kw"OR"Kc"INSTALLATION. EXAMPLE:4-PANEL)000(IN POCKET(p)CONFIGURATION CAN BE pXXXXp,pXXXJ<OR.)000(p.WOO:IN POCKET CONFIGURATION NOM.PANEL WIDTH athati . NOM.PANEL WIDTH SR CAN I3E OXXXp. PER TABLES 1-3 c I NEvliti, PER TABLES 1.3 NM . 2)90°&135°CORNER CONFIGURATIONS CAN BE A COMBINATION /111 I AM x aliff4 z,i,c z. OF ANY 2 STRAIGHT CONFIGURATIONS.$ 1-3. NU 1i7 1 Ce4' 2, Nu MAX.UNIT .P-' . MAX.UNIT /Oil Tit HEIGHT HEIGHT MY PER TABLES 1-3 / 0 W p ",,,,OPERABLE PANEL, PER TABLES 1-3 ',Ilk ei@. u.--.INOPERABLE PANEL, I POCKET . I Q. POCKET El "Fr=POCKET f DETAIL LETTER .1' J "W"=WOOD OR METAL INSTALLATION - .4.- - 1-PANEL d. eh 2-PANEL • 45,--ne=CONCRETE INSTALLATION . IIII7 3 /111%4121 • CONFIGURATIONS CONFIGURATIONS Now 1----SHEET NUMBER • --.--- MAX. " - • UNIT WIDTH MAX.UNIT WIDTH DLO WIDTH=NOM.PANEL WIDTH-7" DLO HEIGHT=DOOR UNIT HEIGHT-10.125" • NOM.PANEL WIDTH iMattkatial NOM.PANEL WIDTH MakkENCiiithati ilitilifIrTaRlair NerwTifIEFWVY • PANEL HEIGHT=DOOR UNIT HEIGHT-1.366" PER TABLES 1-3 1111111111 PER TABLES 1-3 MI . — _a Ark. 1 oa ,411) Ai eft 0 • &haft LY I g IV ill NEWOI NIVIilgr ni, 19 dm.+04 1,;....Rlii; MA.x.UNIT %MU MY 6 ,A, ove MAX.UNIT a""gra ?Pl- USW/ allk ‘11710 P..'N HEIGHT ...et% 4171111 ND VP IlE7 HEIGHT Will I L..1,.(5 PER '``-'"`'-•' 0 . PER TABLES 1-3 /./ 1 ..1E TABLES 1-3 / 1 / I?... . POCKET ! 111 1 --.1\ -a 1 - . 1..4 POCKET I c0 .- 3-PANEL CONFIGURATIONS "onigtag4 . 4-PANEL CONFIGURATIONS Afttgadshatkaeurk PRODUCT REVISED %FY NorWV, riErlik7 3 ac complying with the Florida‘4.170 MO OullrlIng Codo EN:pAl r-aNt ol o.n D n t c107:1472/20 04220 • MAX.UNIT WIDTH MAX.UNIT WIDTH &CZ at%.A2h.igkahtit% NOM.PANEL WIDTH IMA al By• NON.PANEL PANEL WIDTH. PER TABLES 1-3 ilkorf Mlaml-ba r,Friertuct Control TO WV,NV VINE" PER.TABLES 1-3 , 111111.111 alhal • I Ata41 42 UI '7-ii9 t9 -I ,t4 .-' -,,..' „,.. n'll .. ,.., . .. . MAX-UNIT 1117 kr rig rifr • N&R illy g / SEE MAX.UNIT -14r" alk alh ex At Vi-,6 HEIGHT NOTE HEIGHT ii0ip, VP 11.P TV liEr PER / 461 ° wxy ;,., / 2,THIS V" TABLES 1-3 •.• ", / SHEET. 0 0111110,/,/ PER TABLES 1-3 8 i E •NV re s'' olAN LYN 1/, 1 1;::g" Z aiMoitai E ERKM, . li,EVEP .,,,I...... ....,.. • .,..`.. 1,1GEN,S.6,•,',/ce':',.1:... : ,c,..... I Q.p. POCKET `t,' %Err • :.-*: No.68 706 .. - 5-PANEL CONFIGURATIONS imamuft 4111M 1.4 CORNER,TYP. andia i *7. TV WW1&ND'NEP 1 '7 (OUTSIDE CORNER SHOWN, ..V.,"''' -'InT?' . • INSIDE CORNER SIMILAR) -',..,-;.0% ST l'E p 1070 TECHNOLOGY DRIVE ' 40R101........1 ,, N.VENICE,FL 38276 EXAMPLE CONFIGURATIONS -,,.6/0"--...,1...y.-7\-• (941700-100 111,04imp•-...4, „.: -., 0\ • 1.nd flr pa. an f=eru, CERT.OF RUTH.P29290 SERIES 770 ALUM.SGD-LM IMPACT. -.111111100 JR 04/05,17 C NO CHANGES THIS SHEET. On ....At -1.4: Zoo! I.o.W.. 00Prtexpir prow A.LYNN MILLER,P.E. $ Crevrm kr DOW ast, Dele.: POT 1 f amsnret NO SGP-770 NTS 2 .22 PGT0130 C P.E.0 58705 JR 10/10/14 AU.f Glen la lift1E9119 — - .. 1 • r EXAMPLE CONFIGURATIONS . MAX,TESTED UNIT WIDTH= CONFIGURATIONS NOTES: 355-7110"©90"HEIGHT • 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS 300-114"©120"HEIGHT POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB NOM.PANEL WIDTH L�i� 12+[ ,Ta LOCATIONS USING DETAIL"Jw,'Jo",',Kw"OR"Kc"INSTALLATION. PER TABLES 1-3 'ME iE7iElifV®®iP EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE s`� pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION nil) miCAN BE OXXXp. I aNcea • Q7OA iWI/1 I A� i /� t 1'�ijgt Ix,' 2)90°&135°CORNER CONFIGURATIONS CAN BE A COMBINATION • -- MAX.UNIT 11�® la) ® �+>• le OF ANY2STRAIGHTCONFIGURATIONS. HEIGHT; TiE7irk7 i1WY NU m iz 96"OR 120" I �' 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3.f// �$b '"X"=OPERABLE PANEL, • II POCHET I ° "O"=INOPERABLE PANEL, _sir--_J "p"=POCKET 6-PANEL CONFIGURATIONS ea,Ty,ft, at,3a Tvi©il:7i©guiIJ 4-DETAIL LETTER MAX.UNIT WIDTH =WOOD OR METAL INSTALLATION • ..--"c"=CONCRETE INSTALLATION NOM.PANEL WIDTH • il)(94)(1)45)(1) SHEET NUMBER PER TABLES 1-3 (9- — m fi7 I 2ti�L , DLO WIDTH=NOM.PANEL WIDTH-7" rC var ��j �Q� DLO HEIGHT=DOOR UNIT HEIGHT-10.125" 8+1! ea -I @ I (9 I I85 I iipT "� ( I / ♦ $$ PANEL HEIGHT=DOOR UNIT HEIGHT-1.866' MAX.UNIT °i $ ;Pk $ + 1 HEIGHT i3 ip PER TABLES 13 / ,/// / / 9 pk�z J /1 g / /// / / % POCKET wy - 1`r---J 7-PANEL CONFIGURATIONS ,za ,_ tea, m PRODUCT REVISED iE1ih7 NVNEP XI ns complying with the Floridn Building Cogo ROA-No. 17.0420.12 MAX.UNIT WIDTH — Expiration Onto 02/17/2020 NOM.PANEL WIDTH / ec c cc BY PER TABLES 1-3 - ® to 12 13 Mlnm�pa roduct co • n I -J©te - - `� 1 4E) vy m ® e + F ♦ i MAX.UNfT. tb1 ,tu! Irl f't fil ® } lug i 2 N y I!EIGHT N® Tai ' BY i� 9 NV WV PER TABLES 1.3 - f/ // // k / / / / / / / POCKET I N ,11��©N CENSE,-1/{{', 1`r J '' 'F • 8-PANEL CONFIGURATIONS 1 OS 1w 1,3a =,# No,58755 ../) 13 2 :::`1070 TECHNOLOOYPFWE O..., ��.t�•� l ' <UO S TE F •� N.VENICE,PL 35276 <ORIOA,-•'• C� EXAMPLE CONFIGURATIONS , _, „•, (051)4004600 T1► me. �/ t5' " G' limey` 0"J9 pa4i CERT.OF RUM.R29295 •a SERIES 770 ALUM.SGD-LM IMPACT ''i:�NAL10'V' � ' JR 04/55/17 C NO' CHANBFS THIS SKEET. Ca•miONromu eae.nmac ew, Eb,B Op.Iq NS nr"n6r ars 'v,"aery:Mk: �ray1 y 17 ® 1p4 A.LYNN MILLER,P.E. JR 10/10/14 ALLf114,31.7.111:37 soo-7Tp NTS 3 s 22 PG70130 C P.E1i 58705 --- GLAZING DETAILS (G3, G3A, G4, G4A, G5 & G5A) 7/16"NOM. , 7116"NOM. 1"NOM. -- 3/16"HS GLASS 3/16"HS GLASS 3/10"HS GLASS • .090"PVB .090"RVI3 .090"SG-- ' 3/16"HS GLASS 3/16"HS GLASS 0 3/16"HS GLASS 74 3/r AIR SPACE 411 74 0 li 8 111 3/16"T GLASS EXTERIOR, VI 1 3/4"NOM. EXTERIOR r ‹:} ' I .1 GLASS / BITE ' <:1 , GLASS ( BITE Ca. 0 lrLifilit GA:ITT:GSM' MAI, VAlli EXTERIOR rzAril. 0 _e.a., ea <: 0 m„,m 0 54 7/16"LAMINATED GLASS,TYPE G3 7/16"LAMINATED GLASS,TYPE G4 1"LAMINATED I.G. GLASS,TYPE G5 . . 1"NOM. --- 9/16"NOM. 9/10"NOM. , 3/16'HS GLASS 1br HS GLASS 1/4"HS GLASS .090"PVB • .090"PVB .090"SG 3/1V HO GLASS 1/4"HS GLASS 0 1/4"HS GLASS ' 5/1 V AIR SPACE Q 0 n 0 ,n1/4"T GLASS PRODUCT REVISED --- 0 RC complying with tho Florida Building Code mi . RioR 3/4°NOM. 3/4"NOM. till it 3/4"NOM. NOA-No. 17-0420.12 EXTERIOR LG ASS I GLASS CID Expiration Onto 02/17/2020 I GLASS <71 I ; BITE 9 v As Welk EXTERIOR ' F4 ,,,,, zit, BITE By .---' ,;..,-' Minrm-Ori , roduct Control 0 Leindi 1' 0 —.a/ 6W11 0 <=I ...-6-N.. 5511VYI.:AI:O.:64/11 ./.:CC::13°';3:::.:: 59 0 i ...111111111 0 • 9/16"LAMINATED GLASS,TYPE G3A 9/16"LAMINATED GLASS,TYPE G4A 1"LAMINATED I.G.GLASS,TYPE G5A . . . GLAZING NOTES: .:. ; No. 8 :!\777,1 1.5701a-,1:e0)(177 "ANN" ANNEALED , 'HS" HEAT STRENGTHENED SEE SHEET 15 FOR SPACER DETAILS. •PVB"=.090 TROSIFOL?PVB BY KURARAY AMERICA,INC. 1070 TECNNOLOGY DRIVE boyOdar N.VENICE,FL 34276 GLAZING DETAILS ":".•sis,..',4:40FuoF,.-•'..., s' • 'SG'=.090"SENTRYGLAeBy KURARAY AMERICA,INC. 0411460-1600 ,,, lind Dr Vele: ..km: CERT.OF AVM,#29296 it-er SERIES 770 ALUM.SGD-LM IMPACT - /,,P,NAL er•,,, • JR 01/05117 C NO CHANCES MIS SHEET. Li L010 COMRICHT.017 II ..... sz...: I.. .m.2. .-, • A.L'ellUMILLER RE. Z 75/10/14 '"'' I • PCIWI/M.1111C - 9 000-770 NTS 4 ,22 PGT0130 C _ Kt WORTS RESEAVED B.F./450705 _ . , • GLAZING DETAILS (G6, G6A, G7, G7A, G8&G8A) 1"NOM. -e- 7/16°NOM. ---.-- 1"NOM. -- 3/16"HS GLASS3/16"ANN GLASS 3/16"ANN GLASS 0 090"SG 90"SG 3116"HS GLASS .090"SO 3116"ANN GLASS- 3/8"AIR SPACE 3/16"ANN GLASS 0 3/8"AIR SPACE 0 3/16"T GLASS • 3/18`T GLASS ,� � � � \ \� © , �� EXTERIOR FI' 7. 3/4"NOM. _ riI ' 7 3/4"NOM. ® ju.ç1 " 3ASS C3 z BSS ® ErJJ1. BflE �' tfr - EXTOR EXRIOR ITE _ p 65/ A 0 Mir°4Fill. 0 ii 1 • 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 1/4"ANN GLASS 3116"ANN GLASS .090"SG .090"SG 3/16"HS GLASS .090"SG 3/16"ANN GLASS 5/16"AIR SPACE 0 1/4"ANN GLASS •0 6/16"AIR SPACEII& 0 114'T GLASS ili 1/4°T GLASS IIj3M. PRODUCT REVISED • '1 JII1III ; • coa▪ ildiA—CD f3M. EXTOR pira011 i� ByMi1 •• EXTERIOR � co ..,,,.e.„1----n l m l . 1"LAMINATED I.G.GLASS,TYPE G6A 9/16"LAMINATED GLASS,TYPE G7A 1"LAMINATED I.G.GLASS,TYPE GSA `' •V�.ityY 1 LYIy �/„''. P. .,,• 1.10ENSF•.• .... F:*; No.58705 �' GLAZING NOTES: - "ANN"=ANNEALED _-p '•�/ •7 "I1S"=HEAT STRENGTHENED ..7�1 1'i• T'=TEMPERED _ SEE SHEET 15 FOR SPACER DETAILS. ... O • s 1 "PVB"=.090"TROSIFOLPVBBYKURARAYAMERICA,INC. 1070TECFINOLOOYDRIE _ 0e�"'"' %6 '•• ,ORIDP„••'�+,� N.YENICG,FL34276 GLAZING DETAILS %:619/,'”.'••' G "SG"_.090"SENTRYGLAS®BY KURARAY AMERICA,INC. • (941)490-1000 . Int '//.AVAL��;\°. Rand 0r• OM Irowlma• CERT.OF AUDI 109290 SERIES 770 ALUM.SOD—LM IMPACT 1111111111` JR 0405/17 C NO CHANGES THIS SHEET. .. ___ amnxroen e�.h =w•t am,eytro Rer. A.LYNN MILLER.P.E. Orem Pe* Cheat ' Dew POTWO<KPfAIES.1°�ALt I 'JR 10/10114 AU MOMRES[RLEO SGD-770 NTS 5 22 PGT0130 C P.Eff 58705 TABLE 1: TABLE IA: Design Pressure(DP)and Anchor Quantities Required, Maximum OP ferall sizes: Sill Height to Max.(+)DP (for all approved configurations on Sheets 2&3) .+60/-60 psf (Water Inrltrollon Rating) For comer astragal anchorage on 90'or 135'comer units,see sheet 11 (May be limited by Table 1A) SIII Riser Height Door linkHeight (Flat or Box,see (+)Design Table applies to Glass Types 3, 80' 84' BO" 98' Sheet 17) Pressure,ps1 3A,5,5A,7,7A,B 8 BA and .69-7/8"DLO 73-7/8"DLO 76-718"DLO 85.7/8"DLO Flush-1-112" see note 3 - the Stile/Astragal Types shown Low-2.1/2" +46.67 below. Anchor Group Anchor Group Anchor Group Anchor Group Medium-3.1/4" +60.0 A B C D A B C 0 A BCD A B C DHigh-4" +6D.0 . ---�. Head/Sill C4+1 C4+1 C4+1 C4++1 CAf CA+1 C4+1 04+1 C4+1 C�+1 04+1 017' 4+1 C4+1 04+1 C4+1_ +T SEE NOTES 1-3 24 DLO Jamb 8 6 B BB _ 8 8 8 8 8 B 0 8 0 8 8 • . P-hook 0+7 6+7 0+7 8+7 7+8 748 7+8 708 7+8 7+8- 7+8 7+8 7+8 7+8 7+8 7+B . Head/SIll 041-1 C4+1 C4+1 C4+1 04+1 C4+1 04+1 C4+1 C4+1 04+1 C4+1 C1+1-04+1 C4+1'C4+1-C4+1 £ 30" ULO Jamb 8 8 8 8 8 8 8 - 8 8 B 8 6 '_ 6 B 8 0 P-hook 047 5+7 6+7 6+7 7+8 - 7+8 7+8 7+9 7+13 7+8 7+9 7+0 7+0 7+0 7+8 7+13 Head/SIII C4+1 C4+1 04+1 04+1- 04+1 'C4+1 C4+1- C4+1 C4+1 04+1 04+1 C4+1 C4+1 041 C4+1 04+1 38" DLO Jamb 6 8 8 8 0 8 8 8 8 B - 8 B 8 B 8 8 • a P-hook 8+7 8+7 6+7 6+7 748 7+8 7+8 7+8 7+6 7+8 7+8 7+8 7+0 7+8 7+6 7+8 II Heed/Sill C4+1• C4+1 C4+1 C4+1 C4+1 C4+1- C44-1 04+1 04+1-CA+1.C4+1 04+1 04+1 04+1 C4+1 04+1 OH LENGTH I-- '5 42" B9' • Jamb 8 6 8 8 88 8 • 8 8 ' B 0 8 - 8 8 8 8 2 DLO F-hook 6+7 B+7 0+7 6+7 7+8 - 7+8 7+8 7+8 7+8 7+B 7+8 7+8 7+5 7+8- 748 —748 11(22u 41" Head/Sill C4+2 C4+2 C4+2 C4+2 C4+2 04+2 04+2 04+2 C4+2 _04+2 C4+2 C4+2 04+2 C4+2 CA+2 04.2 JC LI OH RATIO Z 1 40" DLO Jamb 8 8 8 8 8 8 8 8 8 8 B 6 10 B 8 8 = P-hook 0+7 8+7 - 6+7 6+7 7+8 _ 7+6 7+8 7+8 7+8 - 7+8 -7+8 7+6 7+6 716 7+8 7+8 O FOR EXAMPLE ON USING TABLE,SEE SHEET 8. • 1_ =OH LENGTH OH RATIO NOTES: OH HEIGHT 1)POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1/4°SILL, 2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 48.67 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 1-1/2'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= PRODUCT REVISED BE USED WHEN THE.DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE(SEE DOOR UNIT HEIGHT-10.125" es complying'ugh the FiorilloADJACEN1'DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. Building Codew 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,-EDGE DISTANCE AND EMBEDMENT INFORMATION. PANEL HEIGHT= BOA-No. 17-0420.12 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. DOOR UNIT HEIGHT-1.860" Expiration Data 02/17/2020 O)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. Miami-Un•_•re.uct Control Interlock P-hook Lockstlle @lamb Straight Astragal Lockstlle @ 90'Astragal Lockstlle @ 135'Astragal Lockstlle @ Assembly Straight Astragal Assembly 90'Astragal Assembly 135'Astragal Standard Stiles Standard Stile Standard Stile Standard Stile Standard Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Standard Astragal Outside Corner Outside s Inside-- 91f Corner" ' j CornerTECht, N.6 . 1M �! ' "1 41 �` r1SY LY a. =« Inside. + 9' \ ,`\J.........7V� ,i Inside Corner Corner Corner �� \'F�••'` UCENSF'•�t�;, Part 960(x2) PartI160 Part 1160 Part 060(Stile) Part 860 PaPartt11118((Corner Part 9119(Out.) Parts 931Stile) Part 1161(&1932 Part 561 ', No. o 98706 Part 1167(Astragal) Part 11120(In.) _ •�. *- Receiver) (Corn.&Fad Mount) =70 7X )(1 AT 1079 TECHNOLOGY DRIVE o.etei.c O'n'•. A OF •�` N.VENICE,FL 34276 DP AND ANCHORAGE '.<i4 ••F4°RIDP,••''4�� (940400-1600 I' T rsraar "° nWw' CERT.OFAUrH.429296 SERIES 770 ALUM.SOD-LM IMPACT '!7r/INALi1' JR 0406117 C REVISED TABLE 1, eoerrwrrremn ae+.enne+: xw mwc ar are: cieamo/05, eeroaasmreq roc 01"�gM' ^"' A.LYNN MILLER,RE. JR I9'lOI14 _ ,ey,M�m 580-770 NTS 6 d 22 PGT0130 C P.E.N 58706 • TABLE 2: -- Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) Maximum DP for all sizes:+60/-60 For corner astragal anchorage on 00'or 135'corner units,see sheet 11 (May be limited by Table 2A) Door Unit Height Table applies to Glass Types 4,4A, 80" • 84' 90" 96" 102" 108' 114" 120" 6,OA,7,7A,B&BA and the - 69.7/8"DI 73-7/0"DLO 79-7/8"DLO 85.718"DLO 91.7/8-DLO 97-7/0"DLO 103.7/8"DLO 109-7/8"DLO Stile/Astragal Types shown below. Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A BCD D A B C D- A -B C D A B C D A B _ C _ D 'A B C _ D A B C D A BCD Hes./911- - •+ v+ .7+ •4-i +1 C4+1 co 04+1 C4+1 C4+1 •+1 04+1 •+1 GI+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4*1 C4+1 04+1 C4+1 C4+1 C4+1 C++1 C4+1 C4+1 C4+1 01+1 04+1 24" DLO Jamb 8 8 8 8 ' 8 0 8 8 8 8 8 8 0 8 8 .8 10 10 10 10 10_ 10 10 • 10 10 10 10 10 10 10 10 10 P-hook 6+7 0+7 8+7 6+7 748 7+8 7+8 7+8 7+8 7+8 7+8 7+0 7+8 7+8 7+8 7+8 8+9 8+9 849 8+9 8+9 8+9 0+9 8+9 9+10 9+10 9+10 9+10 9+10 8+10 9+10 9+10 Head/8111 • C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04.1 C4+1 C4+1 C441 C441 C4+1 C4+1 04+1-04+1 C+1 C441 C4+1 0.4+1 C4+1 0441 0441 01+1 C4+1 C4+1 04+1 C4+1 _ 30" �L- Jamb 8 8 B• 8 0 8 B 8 8 8 0 8 8 8 8 8 10. 10 10 10 10 10 _10 10 18 10 10 10 10 10 10 10 -P-hook 8+7 6+7 6+7 8+7 7+8 7+8 7+0 74-8 7+8 74-8 7+8 7+8 7+8 7+8 7+8 7+8 0+9 8+9 8+9 8+9 0+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 8+10 9+10 9+10 9+10 Heed/SIII 01*1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4r1 C1+1 C4+1 C4+1 C4+1_04+1 C4+1 C4+1 C4+1 C4+1 0441 04+1 04+1 C4*1 04+1 041-1 0441 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 CA+1 -- -- _ _ __ g 38" 29"DLO— Jamb _ 0 9 8 8 8 8 '8 B 8 8 8 8 8 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 8+7 7+9 7+8 7+8 7+8 7+8 7+8 7+8 7+9 7+8 7+0 7+8 7+13 8+9 8+9 0+9 8+9 0+9 0+9 0+9 8+9 9+10 9+10 a+10 5.10 8+10 9+10.0+10 9+10 036" Heed/SIII C141 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4*1 C4+1 C4+1 04+1 04+1 04+1 04+1 C4+1 C4+1 01+1 C4+1 C4+1 C4+1 C4+1 0441 C4+1 C4+1 C5+1 C5+1'C4+1 04+1 a 42' Jamb B 0 8 8 8 8 8 , 8 8• 8 8 8 8 8 8 8 10 10 10 10 10 10 10 10 10 10 10 10 12 10 10 10 OLD 6 P-hook 8+7 8+7 B+7 8+7 7+8 7+8 7+8 7+8 748 7+8 7+0 7+8 718 7+6 7+B 71-8 8+9 8+9 8*9 8+9 8+9 8*9 8+9 B+9 9+10 900 9+10 9+10 0+10 9+10 0+10 9.10 2 Head/S111 C4+2 044-2 04+2 C4+2 C4+2 C4*2 C4+2 01x2 04+2 C4+2 C4+2 Girt Girt GI+2 C4+2 04+2 0442 04+2 C4+2 04+2 C5+2 05+2 C4+2 G1+2 C5+2 C5+2 C5+2 05+2 C5+2 C6+2 05+2 + z 150„ 41"DLO Jamb 8 8 B 8 8 8 8 8 0 8 8 8 10 8 8 8 10 10 10 10 10 10 1U 10 12 10 10 10 12 10 10 10 P-hook 5+7 0+7 6+7 6+7 7+0 7+8 7+8 7+8 7+8 7+0 7+8 7+0 7+8 7+0 7+8 7+8 8++9 8+9 8+9 0+9 8+9 8+9 8+9 8+0 9+10 9+10 0+10 94-10 9+10 9+10 9+10 94-10 [lead/SIII 04.2 C4+2 01+2 64.-S 64+2 C4+2 04.2 C4+2 C4+2 C4+2 041-2 C4+2 C4+2 04+2 C4+2 C4+2 - 54" DLO Jamb 8 5 8 8 8 8 8 8 10 8 B 8 10 8 8 ' 8 P-hook 8+7 6+7 6+7 8+7 7+8 7+6 7+8 7+8 7+8 7+0 7+8 740 7+8 7+8 7+8 7+8 Not available in these sizes Head/S81 C4+2 C4+2 04+2 C4+2 C4+2 04+2 C4+2 G4+2 C4+2 C1+2 C4+2 C4+2 04+2 C4+2 C4+2 C4+2 00" 53' D_Jamb 0 8: B 8 8 8 8 8 10 8 8 8 10 8 8 8 . P-hook 8+7 6+7 8+7 6+7 7+8 7+8 7+8 7+8 7+8 7+B 7+8 7+8 7+8 7+8 746 7+8 FOR EXAMPLE ON USING TABLE.SEE SHEET 8. DLO WIDTH= NOTES: NOM.PANEL WIDTH-7" 1)POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3.1/4"SILL. 2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4"SILL, TABLE 2A: DLO HEIGHT= • 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 OH LENGTH i-,_. DOOR UNIT HEIGHT-10.125" (NEGATIVE PRES.UNCHANGED).SEE TABLE 2A. (Water Infiltration Rating) 3)4",3-1/4"AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" Sill RlserHeight = PANEL HEIGHT= SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX- (+)Design 0 a DOOR UNIT HEIGHT-1.866" (Flat or Box,see W POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE`USED WHEN THE DOOR IS PROTECTED BY Sheet 17) Pressure,psf = 0 OH RATIO 2 1 • PRODUCT REVISED AN OVERHANG COMPLYING WITH THE CURRENT FBC(SEE ADJACENT DIAGRAM):THIS CQNDITION IS 2 o as complying with the Florida NOT RATED FOR WATER INFILTRATION. Flush-1-1/2" see note 3 O Building code 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. Low-2-1/2" +40.67 NOA-Na. 17-0420.12 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. Medium-3-1/4° +80,0 Explratforr Date 02/17/2020 8)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE High-4" +60.0 OH LENGTH INSTALLED. SEE NOTES 1-3 OH RATIO= By OH HEIGHT Mem- e roduct Control • THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 2,SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS. Interlock P-hook Locks @ Jamb Straight Astragal Lockstlle @ 90'Astragal Lockstile @ 135'Astragal Lockstlle @ Assembly Straight Astragal Assembly 90'Astragal Assembly 135'Astragal Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duly Stile Heavy-duty Stile Standard Astragal Outside Career Outside inside Corner .LA Corder I r-y r — �--'+J—sem ,\'. `, t 1 I i i irr,,,,, WO r 56 ::I, InsideIa=j � l ` �ONY.�Y N/L/j''ii �—'+M }L- ' Corner Outside r ��,.•'`t-ICENSF '•�1�: • Irislde Corner'I 1 Corner — Q'.' Part#61(Stile) Part 1161.(Stile) _TE•: N0.68705 Part 1101(stile) Part#119(Out.) Part 861(x2) Part 1161 Part 1161 Part 461 Part 1111B(Corner Parts 1131&832 Part#51 _ Ce—`717.----I *_ Pan 1167(Astragal) Receiver) Part N120(In.) (Corn.&'cd Mount) 7:-•.. -1a r Cr • 1070 TECHNOLOGY DRIVE 00W.r.. �•.• N.VENICE,FL 34275 DP AND ANCHORAGE -;„v .'••F<OR4DP,. .�� (541)4004000 ,/'9, .'•'• ,a0 , ae+ror m+. n 1donv CERT.OFAUTR.529204 SERIES 770 ALUM.SGD-LM IMPACT ////'1111A1111‘‘‘ bNAL ,` JR 04N5/17 C REVISED TABLE 2,REMOVED EXAMPLE. conmroM02 17 se.npert amra =* 00.015 a•e A.LYNN miLLER,P.E. • o.0,9y. mm: amender ma-7—Th— ALLTI OU9IFU6Ec,,s ® 9oD-77d NTS e 7 d 22 PGT0130 C P.E.N 58705 JR 1510/14 - _ 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 corner astragal anchorage on 90'or 135'comer unlls,see sheet 11 (May be limited by Table 3A) (Water Infiltration Rating)I Door Unit Height Sill Riser Height Table epplles to Glass Types 4,4A, 80' 84' 90" 96" 102" 108" (Flat or Bog,see (+)DesIgn 6,GA,7,7A, 8 8 BA and the 69.718"DLO 73-7/8"DLO 79-7/0'DLO 66.7/6"DLO 91-718"DLO 97-7/8"DLO Pressure,pef ' Sheet 17) e111e/Aetragal types shown below, Anchor Group Anchor Group Anchor Group Anchor Droop Anchor Group Anchor Group _ Ale i ,C ( 0 A IBICID A r B T C I DA L 8 1 CI_ D AIBICIDAIBICID Flush-1-1/2" see note 3 - Design Pressure _ +/-90.0 psi +/•82.6 psf —405.0 psi Low-2-1/2" +46.67 04+1 C4+11 C4+11 24" pL0 HP-hook) 6+7 16b 8 +7 16+71 6+7 7+8']7+B 7+8 17+8 B8 +81 1._ 7+8 17+8 17+8 17+8_ +8( 7+6 8+9 0+91 1349 1. 0 10 10 10 9 8+9t .8+9 8+9_ 8+9 SEE NOTESI1-3 +99.0 Design Pressure +/-80.0 psf +/-92,5 pat • +/-75,0 pat .�„ 23" Head/SIII 04+1 C4+1 04+1 C4+1 0,4+1 C4+1 04+1 C4+1 04+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 0441 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 • c DLO Jamb 8 e 8 8 8 6 B 8 10 8 8 8 _ 10 8 _•B 8 10 _ 10 10 10- 10 10 10 10 P-hook 6+7 6+7 6+7 6+7 7+8 7+8_'7+B 7+5 7+8 7+8 7+8 7+0 7+8 7+8_7+8" 7+8 8+9 9+9 0+9 8+9 0+9 8+9 8+9 0+5 Design Pmsswe +/-90.0 psf +1-82,5 paf +1-750 psf 1 ,„ 29" HeadlSIll 04+1 041-1 04+1 C4+1 04+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 05+1 C5+1'04+1'04+1 C5+1 C5+1 C4+1 04+1 C5+1 C6+1 C4+1 04+1 DLO Jamb 10 8 _ 0 B 10 0 8 8 10 B 8 8 12 _10 8 8 12 - 10 10 10 10 10 10 - 10 _V P-hook 6+7 6+7 6+7 647 7+8 7+8 7+8 7+8 7+8 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 0+9 8+9 E Design Pressure +/-90,0 psf +1-82.5 psf +/-75.0 pal TT N 36" Head/Sill 04+2 C4+2'04+2 C4+2 C4+2 C4+2 04+2 C4+2 C5+2'05+2,C5+2'05+2 05+2 C5+2 05+2 05+2 C5+2 C5+2 091-2 05+2 C6+2 05+2 05+2 C5+2 OH LENGTH 1-- 42 DLO Jamb 10 0 8 8 10 8 8 8 12 10 8 0 12 10 8 8 12 • 10 10 10 12 10 10 10 P•hook 748 7+8 7+8 7+0 7+8 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+9 849 8+9 8+9 8+9 8+9 8+9 0 - Design Pressure +/-90-0 psf See Nola A ow. +/-82.5 psf +/-75,0 par = OH RATIO 0 1 - 41" Head/Sill C5+2 C6+2 C4+2 C4+2 05+2—05+2 05+2 C5+2 C5+2 05+ 0642 051-2 C5+2 05+2 C6+2 0542 C5+2 2 C5+2 C5+2 06+2 C6+2 +2 05+2_C6+2II 22 Op 40" DLO Jamb 10 8 0 0 12 10 8 8 12 10 8 8 14 12 8 8 14 I 12 I 10 I 10 14 I 10 10 I 10 P-hook 7+8 7+0,7+8 7+0 8+9 8+9 88+9 8+9 849 8+9 8+9 8+9 9+10 9+10 +10 9+10 9+1019+10 9+10 9+10 9+10 9+10'9+1019+10 NOTE A:+/-90.0 PSF FOR GLASS TYPES 4, A,6,6A,7A, 8&6A; +/-87.1 FOR GLASS TYPE 7 - NOTES: EXAMPLE ON SHEET 9 - I 1)POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4"SILL, OH RATIO=OH LENGTH • 1 2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4"SILL,POSITIVE WATER DLO WIDTH= OH HEIGHT DP IS 60.0 PSF MAX,WHEN USING THE 4'SILL,POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES NOM,PANEL WIDTH-7" UNCHANGED).SEE TABLE 3A. DLO HEIGHT= _ 3)4",3-1/4"AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-112"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 PRODUCT REVISED TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA as Building Cod with the Florida PANEL HEIGHT= 6nilding code BUILDING CODE(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. DOOR UNIT HEIGHT-1.866" ROA-No, 170420.12 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. Expiration Dote 02/17/2020 ' 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- Ely /- Mio ,I-Da :•-ro.not Conical 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, Interlock P-hook • Lockstlle @ Jarnb Straight Astragal Leclaule @ 00'Astragal Lockstlle @ 135'Astragal Lockstlle @ , Assembly 5tralght Astragal Assembly 90"Astragal Assembly 135'Astragal Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-dpty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Astragal Inside Outside Corner Outside »f� Corner m Comer - , [.. 001i11110,/,, �« Insld � % OW tr/ i II Inside Cor Corner Outside ``' ,.•' '�Y\.•-`tCE S�V,y/�'�r Corner ..;\Qom:•• N8'•'•, Part 1161 Mlle) • Part 661(Stile) Part 0119(Out.) Part 116115tl161 _7•r r No,58705 Part 1161(521 Part 861 Part 661 part 858(Astragal) Part 661- Part 11118(Corner Part/120(In.) Parts 1131&1132 Part 1161 — : Receiver) (Corn.P,Fad Mount) =-0 : • z}_ '1070 TECHNOLODYDRIVE n.."4,; -- ,..(k•'• .STA E p�'�`•(t/�t N VENICE FL 34275 . DPANDANCHORAGE '' ''FLORIDr?,,••' .40 (El 1)00460Inv 0 �''S��bAI ENG�`�, 10 6iv 50 "°"°°� CERT.OF AVM£40290 / SERIES 770 ALUM.SGD-LM IMPACT 7rrrrnll+` JR 04415/17 C REVISED FABLE 3,ADDED EXAMPLE eorneonro mrr e.r aM,t Soh: M.A. OM.op oar.: cn°0der.Pb: PonNumevrs,rxa. °i°'r'°#' n^' A.LYNN MILLER.P.E, Jr? _1D/fOiN _ - eu,vm,mxmm,m 000-770 NTS 8 422 PG71130 C P.E,#58705 NO FRAME "9+10"P-HOOK ANCHORAGE CONSISTS OF: SEE"C6"CLUSTER SEE , JAMB (9)P-HOOK ANCHORS, SEE"C5"CLUSTER MAX.UNIT WIDTH --_-- -DETAILS,SHEET 10 SPLICE REQUIRED Q (PERPENDICULAR TO GLASS DETAILS,SHEET 10 FOR • SEE"C5"CLUSTER DETAILS, FOR ASTRAGAL EXTERIOR PLANE)SEE TABLE 2,SHEET 7 REQUIRES"CG" SHEET 10 FOR INTERLOCK 24"MAX.O.C. NOTE, POCKETS INTERLOCK CLUSTER,SEE tr THIS AND \ 48"NOM. -"..-DETAILS,SHEET 11 x x SHEET SEE POCKET (10)P-HOOK -______OUNTING . x x y� PANEL WIDTH x x x x x B MAX. JAMB ADAPTER 6'MAX. °x x /fix J xx x. x �x x\-L-I-V �0J -7 °. THIS S INSTALLATION, x x f �( x THIS SHEET ANCHORS MIDWAY 1 ;oi L 3^MAx. � o ...,-,1:1-:.,:, ,r; &SHEET I4 BEI'WEEN P-HOOK 1 I I 1 4PAIRSOF ® ° FRAME x`x I ANCHORS&AT 3" 1�. � x= 1 ANCHORS FROM TOP& 14^MAX.O.C.I I 10, - - m ANCHORS 96" (TOTAL 8 • BOTTOM N ® o UNIT - 21"MAX. ANCHORS)- /`f HEIGHT PER JAMB 4.p51" /. 8"MAX:TOOPENING yo I®I I°I i o o=P-HOOK 0x EDGE OFt.POCKET SEE g a i®' I°I 14"MAX.0.C. ANCHORS x DETAIL JAMB � INSTALLATION 1 °Lu ,®I °' Z = BELOW) / DETAILS%lc'&'Kc', I f m o P HOOK i SHEET 14&PART e I I •° MOUNTING 1 .`/ END PANEL ,®, x T /ANCHORAGE DETAILS'J'&'K', } IOI 3"MAX. ADAPTER x UN 24"MAX. (2 ANCHORS) SHEET 19 FOR $ tml II II - 'ANCHORS O.C. / P-I1001< L-________- l0( x x x ,_,_4_____a____<-, ^✓ END PANEL /••-•�.� "+2" ANCHORS END PANEL . x° x, x xx xx x x x xx xx x ....._.c)" x X x 8"MAX. ANCHORAGE(SEE / --W-ANCHORAGE ANCHORAGE .,..2; x xx x x' "+2" SKETCH BELOW) } (SEE SKETCH BELOW) "+2" "02" ,"42" ANCHORAGE -+2" • / L 8"MAX.,TVP. ANCHORAGEu J CENTERLINE �- ANCHORAGE ANCHORAGE ANCHORAGE �- / OF PANEL 1 2.04" 24"MAX. / EXAMPLE:5-PANEL,2 TRACK,90°OUTSIDE CORNER-pXX)XXO-EXT.MOUNT POCKET ANCHORAGE PLAN: —A, • — O.C. ,/ 48°x 96"NOM.PANELS,ANCHOR GROUP C IN CONCRETE SUBSTRATE(SEE TABLE 3,SHEET 8) 6" SPLICE NOTE: NON-STRUCTURAL • t -� ANCHORAGE EXAMPLE NOTES; ANCHORS MAY BE ADDED r"") 1)APPROVED ANCHORS:SEE TABLE A,SHEET 1 END PANEL ANCHOR ESCEPTION,('+1"ANCHORAGE ONLY): AS NEEDED TO ALIGN THE I 2)ANCHOR LOCATION SPACING FOR ANCHOR DISTANCETO NEXT EXTERIOR I� QUANTITIES SPECIFIED IN TABLES 1-3,SHEETS 8-8: CLUSTER TO BE-► HEAD OR SILL IF A SPLICE 48• ' CENTERLINE OF 24'0.0,OR LESS I —1 21" / �- OCCURS AT THE P-HOOK. NOM. < •, INTERLOCK HEAD&SILL:8"MAX.FROM FRAME CORNERS. •M� , �.A„ ,,1® = MAX. PANEL SEE"C6"CLUSTER USE SPECIFIED CLUSTER FROM APPROPRIATE I • PRODUCT REVISED TABLES,SHEETS 6-8 AT EACH INTERLOCK AND ���° '"- '' r O,O' au complying with tho Florida WIDTH / DETAILS,SHEET 10 {--CENTERLINE OP ENO PANEL • . Building Dodo STRAIGHT AND CORNER ASTRAGAL LOCATION, 1 NOA-No. - 17-0420.12 / FOR INTERLOCK ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY I 6.64" PLUS SPECIFIED QUANTITY OF ADDITIONAL REQUDiEDIFTHE O,C.DISTANCE TOTHE NEXT ANCHOR 11 Expiralionbatel�I7/2020 j V/ l2"ANCHORAGE INTERMEDIATE ANCHORS PER PANEL. CLUSTER IS OVER 24",OTHERWISE ANCHORS ARE NOT T7-4Y ADDITIONAL ANCHORS 24"O.C.MAXIMUM. REQUIRED AT THE MIDSPAN AS PER THE FIGURE ABOVE: { By / L // 6'MAX. 3.6" / ma I-°a. •roduct Contra i \�,_,./ LCENTERLINE JAMBS&P-HOOKS:6"MAX,FROM BOTTOM,21°MAX.'ANCHOR PAIR O.C.(JAMBS),14"MAX.ANCHOR . • OF PANEL 2 0.C. (P-HOOK)UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES,SHEETS 6-8. SEE 1-2-TRACK / P-HOOK ANCHOR DE'T'AILS ON SHEET 14. FRAME JAMB / ANCHOR PAIR REQUIRES "+2"ANCHORAGE SEE"C5"CLUSTER END PANEL • /'- CENTERLINE CENTERLINE "C6"CLUSTER SEE DETAILS,SHEET 10 ANCHORAGE-- (/ , j/—DETAILS,SHEET 11 OF FOR ASTRAGAL OF (2 ANCHORS) _ j ) I~ INTERLOCK '� I—ASTRAGAL '�, i 8" 4.051' I 3.5" r 1 11 MAX. Ir �rt+u u AH�--- • 1 l �� (� y.i / ///` / ////l4�/�/ ////Ai�yii�zi�j `.`� NYLYN �', , o^,.....-.N % _ • r - G_R , 2 .� '\ a 11i--•—�_-. .� _ \. .2 ``�....•' LTOENSf••�C��'. CENTERLINE -"(�CENTERLINE "+2"pNCHORAGE� CENTERLINE - _ Ho,58705"+2^ANCHORAGE7*-... EXTERIOR I - OFPANEL3 I OF PANEL4 I+OF PANEL5 _., :/,� _ . -SEE SI IEET 11 FOR OTHER INTERMEDIATE ANCHORS / LI &J' 1070 TECHNOLOGY DRIVE----_ 0°xnaa°c -----•-�- — G7 TE tap-7- ••�� • N.VENICE,FL 34270 ANCHORAGE SPACING&EXAMPLE PLANS :, •��` (941)480.1600 ./!�� '..9.1.,!9!:%\.\'0\,,,` Rendon R°wb,x CERT.OFAUTN.929290 �� SERIES 770 ALUM.SGD-LM IMPACT ��''/`i;oNAL E JR 04N5/I7 C CORRECTED EXAMPLE TO UPDATED ANCHOR VALUES. I 3"4wun"t Se. rm°u Oa06y Ma Sc, / ', bt""n BY•0110 modal 031 One Por Marra..MI tD A.'61 h115tJILl�)t,P.E. JR 10/10/14 AumON IZESFAVEO S00-770 NTS. 9 22 PGT0130 C P.E.050705 –——— . . . . - ASTRAGAL OR SPLICE" LOCATION ASTRAGAL OR I (FOR SPLICE ASTRAGAL OR SPLICE LOCATION ---i-IF NEEDED I III 5"DIAG. INTERLocK 2,04" —I-1 2.04" --- — INTERLOCK IF NEEDED INTERLOCK--1 CONDITION,USE CENTERLINE I CENTERLINE "06"CLUSTER DETAIL) CENTERLINE 1.75" I EXTERIOR 11 III 6"DAG. 01101 1 EX rira I . 3'6" • -- 7' -- 7" 21" ' ----*--- 1.75" -- 3.5 IIIIIINMMI mA)(:). : 1 NE 4"DIA . 111110 Jr"- -7-.-A •'' Ilm*Imilm.11111.1.1111M"--= z04" BE _ 4 0 1•G. y ... ---. 2.04" ............_.k., . i.-- ...... _Ar 2.04" 2.1" 11111 5,64" mAX- ill 4"DIAG. 7- PM 0.0. 1 EXTERIOR pi 7. . EXTERIOR EXTERIOR 6"MAX. 61 2-TRACK FRAME HEAD/SILL `5 2-TRACK FRAME HEAD/SILL "5. 2-TRACK FRAME HEAD/SILL 111101 " @ ASTRAGAL OR INTERLOCK @ @ ASTRAGAL OR INTERLOCK ASTRAGAL OR INTERLOCK 5.64 12 TRAcK (USE WHERE 4 CLUSTER (USE WHERE 6 CLUSTER (USE WHERE 8 CLUSTER FRAME JAMB 6"MAX. ANCHORS ARE REQUIRED,"04") ANCHORS ARE REQUIRED,'05") ANCHORS ARE REQUIRED,"C6") ANCHOR PAIR F4-TRACK FRAME JAMB ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE . ASTRAGAL OR SPLICE LOCATION I 1111 657TEIARGIO.R INTERLOCK-I IF NEEDED INTERLOCK-"'-] CONDITION.USE INTERLOCK-- IF NEEDEDANCHOR PAIR CENTERLINE 1 CENTERLINE I "CO"CLUSTER DETAIL) CENTERLINE J 3:5. 2.04" 3.5" - 3.5" Ili. MENIMMIMI_ II_ Illi _ . ----71.111 111111.111MISI-"— r MEN 21. . ' ANCHORS HA EY BE INSTALLED EXT.OR INT. INENAIIINF.MMEMINI 2.04" _._• _ MEOW 4'DIAG. MAX. 0 TRACK(INT.SHOWN) 0.G. - .111.11.1111111..11.1111111 _ 4.00" IMMI11.111111 4.0 8' 1110111=11111.... • 11111.11111111,41.1111 2.04" NOTES: ragINIIIMIM•11111,_ 7'-_- ALL DIMENSIONS SHOWN • .11 .=.j.°1. .•...- .........E...1 0111111 6'64" 1.RE BASED ON MIN. . .II EXTERIOR " EXTERIOR 4"DIAG. EXTERIOR as. -..--- ALLOWED. -.-- 7 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL '5 3-TRACK FRAME HEAD/SILL. 6"MAX. . 1111111 Z.FOR HEAD OR SILL SPLICE g •ASTRAGAL OR INTERLOCK a ASTRAGAL OR INTERLOCK @,ASTRAGAL OR INTERLOCK LOCATIONS/ANCHORAGE AT (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER I 3-TRACK FRAME JAMS P-HOOK SEE SHEET 9. • ANCHORS ARE REQUIRED,"C4") ANCIIORS ARE REQUIRED,"C5") ANCHORS ARE REQUIRED,"C0") ANCHOR PAIR PRODUCT REVISED on complying with tho Floridn (FOR SpLICE FOR spLICED Elul ASTRAGAL oR H(..._SPLICE LOcATioN ASTRAGAL OR 1 CONDITION(FOR SPLICE USE ASTRAGAL ORCONDITION,DO NOT ITI ...1 CONDONS Olam Code NLY: NOA-No. 17-0420.12 • INTERLOCKIF NEEDED INTERLOCK- , INTERLOCK IF USE THIS DETAIL) . SPLICE LOCATION E.74,.,504 Dm,:02/17/2020 CENTERLINE I • CENTERLINE I "C6"CLUSTER DE rAlL) CENTERLINE NEEDED ..-_/„... -,-- 1.75 --- 3.5" --*-- 3.5" 7° miami-uyirProduct Control IMINIIIII IIMIIIMMMNIIIIIMIIIIM 11111.1111MINI -1141 _iiiiiiiimilliiiii "VilmisilmilliM., 1.1111 2.04" 101.11.11111 4'MAG. ALPFAM=1. 2.04" 4"DIAG. 2.04" MEM MI I -,- -.. '—. _•""--- --" IIMMENIIIMIlr- _=== ilillIMA _ 1111... .111111.111E 2.04" 5.37^(NAG. MIK sign.4"DIAO:mj. 1011MTh.lWr-, IMMEMIIMPAII..."11"1111- 4.06" - 1111111/ffil ,.....-'-'r.. -9=11111111•26.. • 110111111.111111111 2,04" simMilliNIMMIIMIlg 1-2M-• 'MEM= . -.1111M1 ,00111:10,,,, .[ - -- orA:mmiimmomml imminimimm- mmisirMii F inumm•MINN •11111=011 . •'''',, ,yiviv ,,,,„ „, EXTERIOR EXTERIOR 7” _ 3.5 .., ,py,i.. •..:i _ EXTERIOR 7" 3,5" .... . , 4-TRACK FRAME HEAD/SILL " ' 4-TRACK FRAME HEAD/SILL 0' 4-TRACK FRAME HEAD/SILL -- . ., •.'73.7:,.-. @ ASTRAGAL OR INTERLOCK @ ASTRAGAL = OR INTERLOCK g ASTRAGAL OR INTERLOCK *: ..,o. (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,"CE") : *-_-. E-.-a a tr-c-1"---i'• ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C5") WITH&WITHOUT SPLICE CONDITION - • / 17-..:4 r:7- 7-.,90.... sTIA 1070 TECHNOLOGY DRIVE N=Woem, M VENT&FL 3427E ANCHORAGE,EXAMPLE CLUSTERS ', 6"' •••.°.1311).P.'-'... ., 7 i, 1 Rowl ex Imew 2.0.1 CERT.OF A UTN.#1a7N3 SERIES 770 ALUM.SGD-LM IMPACT ' •Htio,‘ JR 04/05/17 C NO CR/WOES TI Ea SHEET. 1 f Ma... &NW .rot — comonrozou Ormfr.Ne. JR R. Dem Or 0.1 10/10/14 `Gal 15.,Oa* POT IN.U9IBMT.PC. E A.LYNN MILLER,YE. soo-no NTS 10 "22 PGT0130 C P.E.X 59705 , , , AU!MTV ItEirlifrED 2.04" 2.04" --•- ' INTERIOR 2.04" INTERIOR 2.04" "+1"ANCHOR ...I 7 INTERIOR ...r INTERIOR 11111 4.DiAa lir'4"DIAG. 0.94 , , ,• m.......1 6.12" j ....41. 3.5"ilik. ' P-----._ IL,MIMI. 1 1 I 7" INTERIOR INTERIOR i II,JLEL_R310 7. ERIO' /AMIN, aiara," Arii,/ L..._CENTERLINE KM INIZI I EXTERIOR ilM..I.I.,11 ih.. .• 'I1 EXTERIOR mgr.==.1, I - OF PANEL = k 1 .M.•••• 1.1.1111111111=0. 1 1 ___,...L--... ---_ ,,,Ei NNW • . II- 4" 3.6" I 3t2r- Ir 3.5" 4" 3.5 4" "+2"ANCHOR 2.04"- EXTERIOR 2.04" 2.04" EXTERIOR 204" 7" 1.1 EXTERIOR _ EXTERICM 8.94* .=smissablzsimmil 2.04' IMMINSENIPAMIli -- - - -- 90"CORNER 90"CORNER 135°CORNER 135°CORNER r-_.._..._ .--._...... zimmi.-0 4"DIAG. ,-_____ 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL I 3.5" I (USE WHERE 4 CLUSTER (USE WHERE SORE CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER 1 CENTERLINE ANCHORS ARE REQUIRED,"Cc) ANCIIORS ARE REQUIRED,"Ce") ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C6") I-- OF PANEL 4.08" INTERIOR EXTERIOR INTERIOR I ./ 4.08" "+1"ANCHOR "43"ANCHOR • 4" 1 7.41° .• ' INTERIOR 1 3.5" INTERIOR ...„.. - --- MIM4111-11 liMill"Alin INTERIOR 1 " v . ............... ............ 2.04" 1111.1M- 4"DIAG. k.' EXTERIOR limMrs .._... Ino_il 4.00" 1 2 Ar 3,50 .IMMIllialla.ejor Immml 111=1 4.08" IMIalginM1111141 1.__CENTERLINE I . .....emr.j.... .. E'... M.111100, I OP PANEL r ___OcFENTPAENRELLINE 4' I 2-TRACK FRAME HEAD/SILL • EXTERIORr EXTERIOR 7° INTERIOR "+2"ANCHOR 4" INTERMEDIATE ANCHOR LAYOUT . EXTERIOR ....L. . 90°CORNER 135°CORNER 4) VIEWS 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL . ("CE"ANCHOR CLUSTER REQUIRED ("CS"ANCHOR CLUSTER REQUIRED AT ALL 3-TRACK CORNERS) AT AU.3-TRACK CORNERS) M11. 11111ar 4"MAG. PRODUCT REVISED '--g...iria as complying with the Florida INTERIOR 6.12' 2.04" INTERIOR 2.04" iiiimmi ximmomminin Building Code N0A-No, 17-0420.12 _....,.- • Expiration Date 02/17/2020 1 - :.,..- .•••••-• 1.12" 3.5" i EXTERIOR .. CENTERLINE 4" I 5.88' By k Miaml-Ood •roduct Contra-- INTERIOR ilZJI III 3.6" INTERIOR, OF PANEL "+3"ANCHOR .1d 4" 7" —1•11.11106.1011°11 21)4" =zmw... —1=IiiIINIMIIMINIMIllmi MIIIININNI ..............., .mmii........ I 6.12" ENEWNININL. I egg& 6.12" ........ .INVIIMMIIII ol ' 4.0g• NEINNIIIMIN -LDJ: - gINOMIMMIM\ .1 ,-1„ , 7" EXTERIOR, ---.--.= . ,_ __.,, ,,. .11.—mLW—. -.... ....• —.- )1101. IMMIIIMMIKIMIIIM=1. nommintimomillEllowimminmi 3.6" IL 4" ..e k 2.04" 4"DIAG. 3.6" as" T" " Y LYNN iii . EXTERIOR EXTERIOR, i____CENTERLINE 2.04" ,\`\,. .1..........4,4,,1.i, 90"CORNER 135*CORNER ' V OF PANEL .., •,..,• •t.iCEN4.6.. .. ...... 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL tr.• - . 4-TRACK FRAME HEAD/SILL ("CO"ANCHOR CLUSTER REQUIRED ("CO"ANCHOR CLUSTER REQUIRED :-*: N o.58705 I - I N TE R M ED I AT E ANCHOR LAYOUT - *71 AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) (3-TRACK SIMILAR) -..-11 i..a.7 .- 4 _ . _ NOTES: . 1.ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 1070 TECHNOLOGY DITIVr ..„,,,,,., -;72;, • IX 1 17*-: -::',4,.. Sr it 6FI ••el,:.- 2.DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE N.MICA FL 31215 ' ANCHORAGE,EXAMPLE CLUSTERS -- <(`..,•:`<oRior..../÷: IDENTICAL FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. mm ,-, y 480-1600 Roo 0--"Nt , , JR 04/05/17 O NO GRANOES Tills SHEET. ,5'6-,, •......••• 10..1 by Um 1 f011mlOna am-.OF 411714 020280 a. SERIES 770 ALUM SOD-LM IMPACT //11°IVAL S•\'',\ A.11.141U1 1 at:P..E. COPYRIOPIT OMIT •o SuleOgrdet DO* Zgasar V nnIv IN. nen a...no,:Deo Chsdad Dy pa. Poi WM f yroE4 IOM 550-770 NTS 11 ,22 POT0130 C P.E.05070.5 ai 10/10114 All RIGHTS RESE4Vra . . INSTALLATION DETAILS EMBEDMENT:SEE TABLE A.SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 . EDGE DISTANCE: . MIN.OF 3 THREADS BEYOND EDGE DISTANCE: EDGE DISTANCE: THE METAL SUBSTRATE SEE TABLE A,SHEET 1 SEE TABLE A,SHEE r 1 . SEE TABLE A,SHEET 1 , EXTERIOR Imo 2-1/16"•1/4., , 2-1/16" 114" ---/- 2-1/16"' ' NOTES: 114" 1.ALL DIMENSIONS '(: . . (.-------ir ---.,..F. MAX. ExTErooR I-) f MAX' . MAX. SHOWN ARE BASED SHIM ____, SHIM EXTERIOR i IPA SHIM ON MIN.ALLOWED. -T- .W"-t,,---.-: !- - .:•!.. 2.METAL OR WOOD EMBEDMENT: • SEE TABLE A, J 7-1i--T-Irj mmmoirr ,•--.. .•••• a r . 0----im .7 t lir SUBSTRATES MAY BE SHEET 1 I V riJ , L171 USED FOR ALL FRAME 2X WOOD VV000 ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., METAL TYP., SMS ANCHOR TYP., TYPES PER TABLE A, TYP.,SEE ANCHOR __„SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR SEE ANCHOR NOTES SHEET 1. NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 4,SHEET 1 &TABLE A,SHEET 1 delkik 2-TRACK FRAME HEAD ,3-TRACK FRAME HEAD A 4-TRACK FRAME HEAD "DIAGONAL O.C.IS ABP.WOOD INSTALLATION 113/WOOD INSTALLATION 1.E7 METAL INSTALLATION MIN 4"(HEAD&SILL) OR 6"(JAMB)SEE WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., • 2X WOOD SMS ANCHOR TYP., METAL TYP., DETAILS,SHEETS 10&11. SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR &TABLE A,SHEET 1 NOTE 3,SHEET 1 SEE SEE &TABLE A,SHEET 1 NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 4,SHEET 1 SEE ANCHOR ANCFIOR ANCHOR . c? p_. MIN.OF 3 THREADS HEYOND NOTES,SHEET-1 jfilitj ilik NOTE 6,-1 1_,1 r Jr, ._ T 4 NOTE 5,1 _1 imil i . 1,01440 THE METAL SUBSTRATE 1(1/4"MAX.) t m44*ir SHEET 1 I SHEET 1 J. (1/4"MAX.) ititlaig-MEANTM_I (1/4'MAX.) 7 ''16#70.1Mi=irthx& _ i----- ! =: -..--:--,, , 1 EXTERIOR T ._ g TEIWO EXTERIOR 1 EMBEDMENT:SEE <:1 - I- -'--- 2-1/16" - 2-1/107 - --- - MEI — _ TABLE A,SHEET 1 2-1/16"• -------.- EDGE DISTANCE: EDGE DISTANCE: EDGE DISTANCE: SEE TABLE A,SHEET 1 . • SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A.SHEET 1 - nik 2-TRACK FRAME SILL iaik 3-TRACK FRAME SILL 0 i 4-TRACK FRAME SILL CE7 WOOD INSTALLATION . 1127 WOOD INSTALLATION TV METAL INSTALLATION EMBEDMENT:SEE TABLE A.SHEET 1 . PRODUCT REVISED EMBEDMENT:SEE 1 ,,,,complying vvitli the Florida Building Code NOA-No. 17-0420.12 TABLE A,SHEET 1 -.1 EDGE DISTANCE: ' v METAL lYP., Ill SEE TABLE A, Expiration Date 02/17/2020 EMBEDMENT:SEE iSEE ANCHOR SHEET 1 By - TABLE A,SHEET 1 ---" . EDGEDsEETI S T LAEN AC,E: 1 Clio -Oa.-:-•ro.uct ontro'. 2X WOOD - i 1 EDGESE E TABLE DISTANCE:A 2X WOOD :11.1 (1)1 NOTE 4,SHEET 1 SHEET I [II ! * TYP.,SEE ANCHOR — I II i SHEET 1 TYP.,SEE ANCHOR NOTE 3,SHEET 1 0110:, 41, NOTE 3,SHEET 1 on i I 2-1/16"• • SMS ANCHOR.TYP., _ li 2-1/16" 111, ) 2-1/16" SEE ANCHOR NOTES ra: 3,911 &TABLE A,SHEET 1 WOOD ANCHOR TYP., . SEE ANCHOR NOTES-6111:14,,,c WOOD ANCHOR TYP., &TABLE A,SHEET i SEE ANCHOR NOTES [WWI. :1; r 11 THREADS Alit &TABLE A,SHEET 1 11 L 0,s oktoxly1ILI yl ivi ii„,,,, EXTERIOR EXTERIOR BEYOND THE ............iy,,y, ,,,..., EXTERIOR I METAL 0- 1/4"MAX.SHIM -J I-- 0" .• LICEN •., .0, 1/4"MAX.SHIM -.-I I-.- 1 SUBSTRATE , ‘.• - 1/4"MAX.SHIM I-- ::-..*i No.58705 i 1 2-TRACK FRAME JAMB 4a 3-TRACK FRAME JAMB . al%4-TRACK FRAME JAMB CV WOOD INSTALLATION IV WOOD INSTALLATION Illr7 METAL INSTALLATION : - , 1075 TECHNOLOGY DRIVE D.olef.r .:-..•".‘". 1-0 7-...,.4./.:::- N.VENICE FL 31276 ANCHORAGE DETAILS p.m 480-100 u p.„ ---,7,,,s,6-,../•:_,:`?.9.f?9,F.,.:;0/\.\-‘7,: Renal Ur Pak; Ay..., CERT.OF AVM#20206 SERIES 770 ALUM.SGD-LM IMPACT it uNAL ST4'\\ JR ON06,17 C .NO CHANGES THIS SHEET. commcnrovAr sm.'I iNA Ewa: Woolt 1..0, .17 onnw or 0.1.: Me..or 0,,m PUT'NOVVIVES,WC IV na) A.LiYIN1 h ci 1.1.'I 1‘1,‘' I--R,P.R. JR 10/f0/14 ALL R1CM9 rEFFERVO .5019-710 NTS 12 "22. PGT0130 C P.E.4 50705 . • . --- INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 NOTES: . EDGE DISTANCE: EDGE DISTANCE: 1.ALL DIMENSIONS CONCRETE EDGE DISTANCE:SEE SEE TABLE A,SHEET 1 le SEE TABLE A,SHEET 1 Mill TABLE A,SHEET 1 CONCRETE CONCRETE SHOWN ARE BASED PER TABLE 2Am 6,,• PER TABLE mi. PER TABLE mi. ON MIN.ALLOWED. mai 2-1/16"• 2-1/16" A,SHEET 1 A,SHEET 1 IL A,SHEET 1 Ba. - .. . • . - .. 1/4" 'DIAGONAL 0.C.IS FXTOR . -•.....,--..,...:•:.'..';'":.',,•%.*.,,•.•,./:, '-.., .''• MAX ' - .- <=1 _, .. ..„......,„ -1.-- : R.... -.1,. .... ._ia=.-: --.- -,..!-.•• 3HIM OR 6"(JAMB)SEE 1 -7=7-...,t --- ..--- ,--F-------- -4- t --- -----,"L----- EMBEDMENT: 1/4' . .11-71111717L 1/4" DETAILS,SHEETS SEE TABLE A, - 71 . EXTERIOR - 1 I MAX. <=1 7111 , MAX. EXTERIOR I WITAIMIT i SHEET 1 SHIM SHIM <3 PROPERLY_SECURED IX CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP., WOOD BUCK TYP.,SEE SEE-ANCHOR NOTES 8 WOOD BUCK TYP.,SEE SEE ANCHOR NOTES1 WOOD BUCK TYP.,SEE SEE ANCHOR NOTES 8 ANCHOR NOTE 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 . 2-TRACK FRAME HEAD i - ch 3--TRACK FRAME HEAD i 4-TRACK FRAME HEAD Ao CONCRETE INSTALLATION Km CONCRETE INSTALLATION 417 CONCRETE INSTALLATION CONCRE I L ANCHOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES 8 WOOD DUCK TYP.,SEE TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 SEE ANCHOR 1J I SEE ANCHOR SEE ANCHOR NOTE G,SHEET---i _j_ttl IC ' NOTE 5,, NOTE 5, IlAll till Iligl'i *Li 1(1/4"MAX) t iir Nom v,it SHEET 1 t ,-,f1-1- -,,..„.ill 7ritiTili SHEET 1 ..,..1441717.- ^Willrs,L._, • ( (11.4"MAX.) _AsAlif2- 3&-' :drsaisa. j (1/4'MAX) 17, !;gti-- __I 2-1/16'' 2-1/16" . 2-1/16" 11111111 NI CONCRETE PER TABLE EDGE DISTANCE: CONCRETE EDGE DISTANCE: CONCRETE EDGE DISTANCE: A,SHEET 1 SEE TABLE A,SHEET 1 PER TABLE SEE TABLE A,SHEET 1 PER TABLE SEE TABLE A,SHEET 1 -..----'- EMBEDMENT:SEE TABLE A,SHEET 1 A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 A,SHEET 1 • EMBEDMENT:SEE TABLE A,SHEET 1 2-TRACK FRAME SILL 3-TRACK FRAME SILLdial- 4-TRACK FRAME SILL WZIP CONCRe i E INSTALLATION VP CONCRETE INSTALLATION l.)f97 CONCRETE INSTALLATION ' EMBEDMENT:SEE • -- __... ' TABLE A,SHEET 1 - I PRODUCT REVISED eanzmoinzluyolnagewith tho Florida _1 1 , ' , EMBEDMENT:SEE NOA-No. 17-0420.12 . TABLE A,SHEET 1 —I i I "A," EDGE DISTANCE' SEC TABLE A. . Expiration Date 02117/2020 EDGE DISTANCE: PROPERLY SECURED .-,-- 11 .f.%;: EMBEDMENT:SEE CONC./CMU ANCHOR SEE TABLE A, 1X WOOD BUCK TYP., I I ff.: SHEET 1 By .----..---- --- TABLE A,SHEET 1 —'---11,-.--.-- / TYP.,SEE ANCHOR_PI / *• SHEET 1 SEE ANCHOR NOTE 3, If ..:. miaml-r/..---rbduct Control '' EDGE DISTANCE: NOTES&TABLE A, ___41 SHEET I ail f..t.4. PROPERLY SECURED —flt r,' I Ir.'• SEE TABLE A, SHEET 1 2-1/16"' 1X WOOD BUCK TYP.. SEE ANCHOR NOTE 3, it lir.":,:! SHEET 1 lh I'1 2-1/16"• CONC./CMU ANCHOR SHEET"! .„-. 1 f C --- - TYP.,SEE ANCHOR room 3 PROPERLY SECURED H---ip NOTES&TABLE A, MIL 11 :•••• CONC./CMU ANCHOR II 1. .2-1/16°* . IX WOOD BUCK TYR, ..., SHEET 1 . CONCRETE ' TYP.,SEE ANCHOR lair 1 '''.i. t SEE ANCHOR NOTE 3; 111 CONCRETE OR CMU NOTES&TABLE A, Ism'1i r;:. SHEET 1 riMt.. 11 _, • ••• PER TABLE 1/4MAX.SHIM . z..', : NI:1,..1..15ril:Ys/.7V,I:A/15 :/..", SHEET 1 CONCRETE OR CMU ' grEFUOR 111 I ...:: PER EXTERIOR i•!.:'N OR CMU EXTERIOR I PER TABLE ..... -,` .0,..• •.giz. .••TABLE A,SHEET 1 ''G A,SHEET 1 .•.;. . ,.... ocEN06.. .,,:ce ,,.. -:•.: ..-; ,r.• ..co " 'D " ---.--11-- •.-P-:..-- A,SHEET 1 N..5 I 1/4"MAX SHIM —I— . 1/4"MAX.SHIM _ 2 I--.-- • - : : grig 2-TRACK FRAME JAMB al 3-TRACK FRAME JAMB M,4-TRACK FRAME JAMB .-7--0 i --7fg------ i E • V:f CONCRETE/CMU INSTALLATION 4117 CONCRETE/CMU INSTALLATION q-- ..ce- 11111 CONCRETE/CMU INSTALLATION =130, s 16 cli .,-* 1070 TECHNOLOGY DRIVE' maeon . .. S VENICE,FL 34275 -.... ANCHORAGE DETAILS '- s••••.(0MDN..•*..N,Y• , 1, • .....• .„0 (941)480-100 PVT rve Rand Br. Dub: kr.irbru: CERT.OF MTH.579295 11.3. SERIES 770 ALUM.SGD-LM IMPACT ,f11,1,101. JR 04/95/17 C NO CHANGES PUS SHEET. LOPYTIMUTOIVII I 1:41;74—, eroi, sr* mows. ''''' • A,i YNN MILLER,P,E. Urown or 094: Lims..115,=Dow porillARITIVER NV. SGC,770 NTS 13 ,22 PGT01.30 C P.E.//5B705 - JR 1040/19 ALUM.ii£SMEO -- . . INSTALLATION DETAILS NOTES: • 1.ALL DIMENSIONS FRAME JAMB SHOWN ARE BASED REQUIRED AT ALL I 2.693"MIN. • - ON MIN.ALLOWED. • INSIDE POCKETS ' EDGE EMBEDMENT:SEE TO PREVENT — " DISTANCE 2.FIGURES ON THIS WATER SHEET ARE FOR WOOD FRAMING TABLE A,SHEET 1um WOOD ANCHOR TYP., INFILTRATION T r-- CONC./CMU ILLUSTRATIVE a 4IIII SEE ANCHOR NOTES 'I _. �1'! j ANCHOR TYP.,SEE PURPOSES ONLY.SEE EMBEDMENT: &TABLE A.SHEET 1 0 MAW ANCHOR NOTES& TABLE A,SHEET 1 FOR SEE TABLE A,— (ALSO SEE TYP. �f�-'I ALL APPROVED .,�� r��_;�, • TABLE A,SHEET I SUBSTRATES. SHEET 1 �_� ��I Zp ILLUSTRATION,SHEET 9) .'•`-•;'• • :1•• ' ::1:'r1-114"MIN.EDGE DISTANCE EDGE DISTANCE:SEE ����- EXTERIOR 3.SEE TABES 1-3, � EMBEDMENT; ''" '• ••`" �� gam` , TABLE A,SHEET I ::....:.::.. .r OOK SHEETS 6-8 FOR SEE TABLE A, P-HOOK MOUNTING REQUIRED P-H pp - "I AND P-HOOK Fa ����' EXTERIOR SHEET 1 :';•':.'"1 ADAPTER CONC.ICMU MOUNTING ADAPTER PHOOK WOOD ANCHOR TYP., i-1;•,‘,:';'Z 4 ANCHOR TYP.,SEE P-HOOK :.•<'••-;' ..•':.;.:•:'. .. ANCHOR QUANTITIES. SEE ANCHOR NOTES v,011Imi ...._ ANCHOR NOTES&TABLE • CONCRETE ORALSO SEE EXAMPLE &TABLE A,SHEET 1 EMBEDMENT:SEE A,SHEET 1 (ALSO SEE TYP. 2.693"MIN. CMU PER TABLE- TABLE A,SHEET 1 (ALSO SEE TYP. ON SHEET 9. ILLUSTRATION,SHEET 9) EDGE DISTANCE A,SHEET'1 ILLUSTRATION,SHEET 9) • lj P-HOOK FOR USE WITH FLAT SILL RISERS P-HOOK FOR USE WITH ANY SILL RISER ® PARTS#18,#20,#22 OR#24, PARTS#113,#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 CONUrrION METAL TYP., - • P-HOOK MOUNTING SEE ANCHOR P-HOOK MOUNTING CONCRETE OR EMBEDMENT:SEE ADAPTER CONC./CMU EMBEDMENT:SEE ADAPTER SMS TABLE A,SHEET 1 ANCHOR TYP.,SEE TABLE ASHEET 1 NOTE 4,SHEET 1; BLE • MIN.OF 3 THREADS , ANCHOR TYP.,SEE A,SHEET 1 ANCHOR NOTES&TABLE ' !•.a'.;; ANCHOR NOTES • BEYOND THE METAL :r: A,SHEET 1 , SUBSTRATE 0 &TABLE A,SHEET 1 EMBEDMENT: `;.; .";' ''• (ALSO SEE TYP. PRODUCT REVISED (ALSO SEE TYP. BEE TABLE A, • ILLUSTRATION,SHEET 9) ,,, complying with the Florida ILLUSTRATION, SHEET 1 Buldtng Bodo SHEET :.:' ® NOA-No. 17.0420.12 EMBEDMENT: ) r'r .• SEE TABLE A, 'I EDGE DISTANCE:SEE .' :•-,:'a°:/#041117-1Expiration Dat 02/17/2020. SHEET 1 :LEA,SHEET 1 .1,,• •;3)•• 4"MIN•EDGE DISTANCE By / f{.Z _y ' 'l=I •'• '" mlami-Daii�ProtluCt control P-HOOK SMS ANCHOR TVP _ � ® (~`'���� I �� EXTERIOR P-HOOK CONC./CMU !---� EXTERIOR • SEE ANCHOR NOTES ' 1 :�! � F ANCHOR TYP.,SEE E &TABLE A,SHEET 1 c• In --g `7 ANCHOR NOTES&TABLE {, __ V ' (AlSO SEE TYP. 2.693"MIN. A,SHEET 1 2.693"MIN. ILLUSTRATION,SHEET 9) EDGE DISTANCE (ALSO SEE TYP. • EDGE DISTANCE ILLUSTRATION,SHEET 9) i\�ttll lulliii P-HOOK FOR USE WITH BOX SILL RISERS P-HOOK FOR USE WITH BOX SILL RISERS `�� (ANY LYN�y ,, w PARTS#19,#21,#23 OR#25, PARTS#19,#21,#23 OR#25, . �� '"uCENSF � -i EXTERIOR CONCRETE INSTALLATION EXTERIOR Q; • METAL INSTALLATION MOUNT MOUNT �1� (SEE TABLES 1A.2A&3A (SEE TABLES 1A,2A&3A ONLY • _ = Nu.68705 FOR WATER RATINGS) ONLY • FOR WATER RATINGS) _ :11 A• yt :_10:11\1:21.4.:‘:. �oOolcdottvt• ..�' F 1(V0 • fo7oiEMcE,FL4276LOGY ANCHORAGE DETAILS �'�S '�6�R1DP ���� • • N.VEMCE FL 34276 ., • (911)480.1600 It" T .., iii SIO A NG�� limed Ey. D.' Raexo"..• CERT:OPAUTH.N20200 SERIES 770 ALUM.SGD-LM IMPACT �Y'11)111111W\�� • JR 04/0817 C NO CHANGES TRIS^SHEET. • eDP1'.R,cxroxn ® e.,xaxmae Wali: ero.e ...oft x.r. o,xo,Oh! Dam. enodted By MIA: rwnx9xRr$INC A.LYNNMILLER,P.E. JR 10110114 All RIMS ROVIVED 900-770 NTS 14 a 22 POT0130 C Par/68705 I I ' • • ' . . . • CONFIG. EXAMPLES • MAX.UNIT ..... WIDTH ----------7------..- MAX.UNIT WIDTH HEADER DETAIL'A', MAX. NOM.PANEL WIDTH SHEET 18;INSTALLATION ....,-.DLO TYP.PER TABLES 1-3 DETAILS'Aw&'Ad, WIDTH INTERIOR SHEETS 12&13 - NOTES; . -7 . 1)SEE SHEET 17 FOR INDIVIDUAL M ---------------.-'-'--- ..... '''......------. _.......... BXTERIOR PANEL CONFIGURATIONS AS APPLICABLE.SEE DP/ANCHOR ' PANEL PANEL ' —------ TABLES,SHEETS 6-8 FOR MAX. PANEL TYPE TYPE PANEL CORNER DETAIL N2', -TYPE TYPE SHEET 19&CORNER PANEL HEIGHT AND WIDTH.SEE 'QS' AS' 'K' ' ANCHORAGE SHEET 11 • 'i: ,- -- -- SHEETS 18&19 FOR SECTION A ._ DETAILS AND SHEETS 12-14 FOR MAX. NOM. MAX.UNIT , PANEL / MAX. HEIGHT INTERLOCK DETAIL INSTALLATION DETAILS. PANEL % WIDTH TYP. I — / I DLO PER 'M',SHEET 19 2)(1)LOCK(ITEMS 75&107-110)AT HEIGHT SEE ' PER J * / r'HEIGHT TABLES EACH LOCKSTILE,LOCKING INTO EXTERIOR INTERIOR , NOTE 2 TABLES 1-3 I 1-3 KEEPER(ITEM 103)AT FRAME JAMB . OR ASTRAGAL. .C4--1 L ' C;2 • JAMB DETAIL.G3',SHEET 7- 3)PLEASE SEE APPLICABLE . 1::>' . 18;INSTALLATION DETAILS ASTRAGAL&INTERLOCK . X L..... — -....,....._.. X 'Gw'&'Gc.,SHEETS 12&13 COMBINATIONS PER DP/ANCHOR , ,---------, - ------- TABLES. DLO WIDTH=NOM.PANEL WIDTH-7" SILL DETAIL'D',SHEET 10;).-. 90' DLO HEIGHT=DOOR UNIT HEIGHT-10.125" INSTALLATION DETAILS EXAMPLE:90°INSIDE CORNER,4 PANELS—XX/XX PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" 'Ow'&'Dc',SHEETS 12&13 4, SILICONE .4,.. 110T-MELT BUTIL STRUCTURAL I . • SILICONE STRUCTURAL 1110 SILICONE 4 3/16'NOM, 1/4'NOM. FOAM BY OTHERS POLYISOBLITYLENE . 10 WITH DESICCANT 01 WrrH . . DESICCANT/ li EXT.GLASS) INT.GLAssEXT.GLASS 1 1 PfAH1OSXM1S-1/2' PH SMS i PRODUCT REVISED • no complying with the Florida • Building Code INT.GLASS . 1 . NOA-No. 17-0420.12 '111 N 111111111k • • e KODISPACE 4SG TPS. e)SUPER SPACER°NXT' ExplratIon Da- By.. D . .2/17/2020 ALUMINUM Miami-.ad-Product Control REINFORCEMENT (.. %. DESICCANT FILL AREA • g. POLY'S°. BUTYLENE ,, 6110"NOM. PANEL CORNER FRAME CORNER mi„. SKS'NOM. SEAL r SILICONE SEAL STAINLESS STEEL WET. GLASS FOAM STAINLESS • Part# Description Material . EXT.GLASS 4041111 . 0,01111i/to, . __. 124 KommerlIng 4SG TPS Spacer Systain AI ,,\s.,(DIA.MLYiy4, ,t,., • : 4,•‘-‘,.•• • '....4/4, 'r . 125 Quenex Super Spacer nX1- See this wIlh Hot Melt Butyl Sheet*Jr INT.GLASS .., 128 Quarter(Oatmeal Spacer INT.GLASS -. . '.r-' ''... Materials _--•*i No.58705 •. 127 Cardinal XL Edge Spacer 0:1 DLI RA5 EAL®SPACER @j)XL EDGETMSPACER _— : : *= . - REFERENCE"TEST REPORTS;FTL-8717,6906&6970 7.•_' a.71—T- . •:.'/3 1 18-f ,- . -0 '• STA E 0 " : 1070 TECHNOLOGY DRIVE i 4),.s.' _:, AL VENICE.RW75 ANCHORAGE DETAILS/EXAMPLE ELEVATION r!,V41,....'..4.°R1D .... \ •,`• • . P40011600 pr.,,_,F „,,r ,.., ... -7,.mes: Dv* Radar= GEM:OF AUTH.425280 ca. SERIES 770 ALUM.SGD-LM IMPACT fii/ill110‘‘ JR 04/05117 C NO CHANGES 7111S SHEET. — ca-vrtorreroir • 5.1.1.4h Zcal• Ed.. OrnrtoMA A.: A.LYNN MILLER,RE. ...all,:0.=. chock.aoy Rep; par V.V.I217VE4 we . JR 10/10/14 . 0,11.11191.[IIILD SED-r70 NTS 15 -,22 P070130 C P.E.I1 50705 • • . . • CON FI G. EXAMPLES INTERLOCK DETAIL I FOR ALL DETAILS ON THIS SHEET,SEE NOTES ON SFIEET 15 M',SHEET 19 OPERABLE JAMB DETAIL'03',SHEET 18; (-. k..1..' CTT INSTALLATION DETAILS'SW&'Go',SHEETS 12 8,13 IXED JAMS DETAIL'02', AS:IFtAGAL HEADER-DETAIL'A',SHEET HEADER DETAIL'A',SHEET 18; MAX. SHEET 18;INSTALLA1 ION DETAILS'L1'& 18;INSTALLATION DETAILS INSTALLATION DETAILS'Aw'&'Ac', DLO SHEETS 12&13 WIDTH JAMB DETAIL'G3',SHEET DETAILS'Ow'&'Go', L2,SHEET 19 'Aw'&'Ac',SHEETS 12&13 7 Typ, 18;INSTALLATION DETAILS SHEETS 12&13 l/ 90° ."�'Gw'&'Gc',SHEETS 12&13 , ' , [ __-----7:---- TYPE TYPE PANEL PANEL PANEL �� PANEL m PANEL PANEL - TYPE TYPE APE PANEL PANEL TYPE � ` 'R' I 'L' 'D' 'A' 1TYPE TYPE Ip 7, INTERLOCK DETAIL • i MAX. A, 'CS' 'QS' I�, MAX. 'M'•SHEET 19 / I NOM. / / UNIT / HE GIHT 90°OUTSIDE CORNER - ' PANEL i / HEIGHT SILL DETAIL NOM. / WIDTH TYP.I / / PER D',SHEET PANEL 9 PER DETAIL'N1',SHEET 19& MAX. PER SEE TABLES MAX•% WIDTH TYP. / SEE I PER CORNER ANCHORAGE ' DLO TABLES 1-3 I NOTE 2, I 1-3 INSTALL / I DLO PER I ' NOTE 2, I 1-3 SHEET 11 HEIGHT i SHEET 15 I DETAILS HEIGHT- TABLES 1-3 SHEET 15 INTERIOR • o a SHEETS 12 EXTERIOR j NOM.PANEL _ d \ &13 , X X II' Eih�iiiN � i O X X __ ! WIDTH TYP. • -1 li �� PER TABLES .SEE FRAME& MAX.UNIT WIDTH SILL DETAIL D',SHEET 18; ~- 1-3 _ MAX.UNIT WIDTH PANEL CORNER EXAMPLE:OXXX INSTALLATION DETAILS MAX.UNIT WIDTH CONSTRUCTION DETAILS SHEET (2-TRACK) 'Dw'&'D0',SHEETS 12&13 EXAMPLE:90°OUTSIDE CORNER-XX/XX(2-TRACK) 15 JAMB DETAIL'11',SHEET 18; ASTRAGAL DETAILS 11'& INTERLOCK DETAIL V,SHEET 19 INSTALLATION DETAILS'Iw'& L2,SHEET 19� . 1 INTERLOCK DETAIL'M',SHEET 19 'Ic',-SHEETS 12&13 1 - eHEADER DETAIL'C',SHEET HEADER DETAIL 1 18;INSTALLATION DETAILS —JAMB SHEET P-HOOK DETAIL'J'&'K',SHEET 'B',SHEET 18; ( ((( 'Cw'&'Cc',SHEETS 12&13 'Jw ` 18;INSTALLATION DETAILS 19;INSTALLATION DETAILS ', INSTALLATION \ JAMB DETAIL'12',SHEET 18;INSTALLATION 'Hw'&'Ho',SHEETS 12&13 'Jo','Kw'&'Kc',SHEET 14 DETAILS'Bw'&'Bc', DETAILS'Iw'&'Ic',SHEETS 12&13 PRODUCT REVISED SHEETS 12&13 no complyingwith tho Florida I- MAX.UNIT WIDTH 1' MAX.UNIT WIDTH j_ NOA-Ng 17. 0420.12 ---_ __- "_ ____ I__�. ._ .. _ .. _ I- . Expiration Date 02/17/2020 PANEL PANEL PANEL I PANEL - PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE TYPE TYPE I TYPE TYPE By 'R' 'L' 'M' 'F' 'M' 'F' 'F' 'p' Mia -Dade'roduct control MAX. / MAX.UNIT NOM. g o NOM. UNIT HEIGHT PANEL °z a / I I PANEL Imo— � HEIGHT PER WIDTH TYP I ¢ / / WIDTH TYP. / PER TABLES I MAX./ /SEE PER / SEE MAX. PER TABLES • 1-3 DLO NOTE 2, " TABLES 1-3! Il y��0 2 DLO TABLES 1-3 1-3 HEIGHT • SHEET 15 I 5, SHEET 16 HEIGHT `, �IiUufil,f, Cry I �a �.` ��Y LYNN ,� o x x x I x x x o I `ah. �icENF?? ' . ��I ii �( �� ✓ P: co 1 T EXAMPLE:OXXXp SILL DETAIL'E',SHEET 10;2 EXAMPLE:XXXO SILL DETAIL'F',SHEET 10; _*: No.58705 _ p INSTALLATION DETAILS (4-TRACK BY-PASS) INSTALLATION DETAILS _ n; tea`: *__ (3-TRACK,RIGHT POCKET) 'Fw'&'Fc',SHEETS 12&13 'Ew'&'Ec;SHEETS 12&13 . =�0 •, �L( IQ / �- 1070 TECHNOLOGY DRIVE 3.01..r. i9 '•, ST TB0 -'113:11;1' •((,�� N.VENICE EL 34276 EXAMPLE ELEVATIONS C� (mop. ••'• �: i • (1741)4804600 IP� _ '•,SS,••,...,.,.. G\•. Rand OY. 1704: wN,e,°• CERT.OEACTH.N29210 r • SERIES 770 ALUM.SGD-LM IMPACT �'/'��"Ai ii i N`., JR 04A76/17 C NO CHANGES THIS SHEET. certewrmw: awe: nest O 5'Oeb. Few ma"MUM.,INC. ® A.LYNN MILLER,P.E. 'EnjtuCA°aree or Deb: ALLAWMSRESEAI•EO 800-770 NTS 16 n 22 PGT0130 C P.EJ158705 JR 10/10/14 _ _ I i I i • 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 IN CORNER INTERLOCK INTERLOCK STILE W/IIANULE BOX OUT BOX IN yy/HANDLE WI RAJ1DLE BOX OUT ' BOX IN OWI HANDLILE E O0 WI HANDLEE WRHANDLER DO W/HANDLER AO RECEIVER 1WI HANDLER+36 W/HANDLER TYPES OUT III #118 11",L #1�6 1 H 1 , p i • NI i l j fl120 H119 + #118 181 d61 A81 SINGLE ib® L TR TQ TC TA / TV TW INTERLOCK - I l K / ,7,...-- pommy SINGLE -' INTERLOCK - CEO-- B E P _ A C • C IC SQ SC SA SV SW / RR R ,/ � S S %,/ FD l�C FV FW • FIXED �- • 3TRE (60X OUT) (aOX/N) LOCKSTILE D M /J J J / / / /� � WI I IANDLE / / / pm um mo / / W ASTRAGAL / Box our L(p� PANEL NOTES: WI HANDLE ■\ (soxo6D - / / 1.SEE DP TABLES 1-3,SHEETS 6-9'FOR PANEL Y"^ ASTRAGAL / f�J / SIZES EDESIGS PRESSURE.O BOXIri Y LEFT U INTERIOR RIGHT 2.PANEL TYPES NOT SHOWN0ft-CROSSED OFF W WI HANDLE (BOX IN PANELPANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS I....-... ASTRAGAL j T U STILE EXTERIOR STILE AND ARE NOT AVAILABLE. (1) .BOX OUT / • (90XOW) (BOXOU/J 3.90°ASTRAGALS TO USE HEAVY-DUTY STILES F PANEL'E"SHOWN.SEE TABLE FOR OTHER PANEL TYPES AND (#61),CORNER RECEIVER(#118)AND EITHER LL ASTRAGAL / T /!! APPLICABLE STILE/ASTRAGAL REQUIREMENTS. EXTERIOR(#119)OR INTERIOR(/1120)CORNER J Box IN ______„-----'...„.„,,/‘ ream m wax ASTRAGALS. INT CORNER // 4.135"ASTRAGALS TO USE HEAVY-DUTY STILES B0 LOCKSTILE RT CI / (#61)AND CORNER ADDON(#31). J WI HANDLE 11120 Ir- .232" W EXT CORNER SILL RISERS OPTIONS -�i-,— .232" z 80 LOCKSTILE QT QS •--�--� .232' EXTERIOR Q W/HANDLE yt10 / IIS— EXTERIOR 082" PRODUCT REVISED .232' (I'-I ns complying with tho Florida �-' EXT CORNER#61 _ (/1, (/�, / EXTERIORri EXTERIOR .082' �r q,065" Building Code 65 EE EIIVE �gull. v T v S / / �] a .OBZ" .3.305" NOA-No. 17-0420.12 6118 2.555" • INT CORNER A81 J AT AS DF -I 1.557" Expiration Date 02/17/2020 80 RECEIVER / .082' I. 7 7 By �� WI HANDLE #11@ � Mland-Dan Product Control EXT CORNER I:"-1f // CF �/ r,;\FLUSH SILL RISER,FLAT' 2D LOW,RISER,FLAT1.,-;7;\MEDIUM,3-1/4"SILL RISER, T f- HIGH 4'SILL ER,FLAT 90 RECEIVER./-� 861 -'-1' I-+- .750' EXT CORNER 1131 VT VS VF • -� 350° 135 RECEIVER 750" _ EXTERIOR W/HANDLE p61 EXTERIOR EXTERIOR1 EXTERIOR 1 062" < - .082" INT CORNER 1 WT t/i/S 1 VF / �—*y .906' � a I 4.055'. 135 RECEIVER r'y,�� �/�/ 1/1/ I '082' 3.305- WIHANDLE #81 t h 002" 2.655" I I �,-� `�r�``NY+LyN IIr7,' _441-7507;002"III 111��� ZJ \L.' „4„,. _, •' L ICENSF ��� 19`SILL RISER,BOXI” 21 SILL RISER,BOX 23 SILL RISER, 4'X ./.;;\SILL RISER,BOX ==y.P• � No.58705 -_ • - 'NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHEETS 6-8 "1/1R•(7..- ,✓Y= 1070 TECHNOLOGYDRIVE "'gyp°"' '..41ORIOr...= Cl4'� N.VENICE FL 34215 PANEL TYPES ',tS '........ N-..` (941)484/600 /�1r „� ''.5yo,AL EN�`� . R°v4e7. 0°Ic "'IC,c CERT.OFAUIR 829298 �� SERIES 770 ALUM.SGD-LM IMPACT I I I J I I I I I I`1 • JR 04/ON17 C NO CHANGES TNIS SHEET, oavmroHTMil Sanm+am a sac Sam amino. Rar A.LYNN MILLER,P.E. am nay Oars lChad s Oahe POMOUSI ae4 IPG S 500.770 NTS 17 °r 22 POT0130 C P.E.#58705 JR 10110/14 An.monn+pJmnvso ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 0 FULL PANEL JAMB LENGTH • LOCK PART FULL LENGTH • © 14 75&107-110 • 1.-, ® e �OF JAMB E Ge .. -- - m '="7.-11\11.141L--# ,1 1_� -, 0 �IfuM1. r _ �` L..r 01 CCM` IM 2-TRACK JAMB (SHOWN ,I _.` 2-TRACK JAMB — © SEE DETAIL G1 I� CLIP)/105 'lain `�' WITH Il� Mi FOR FIXED orph 6"LOONG W/RETAINER$106 II_ OPERABLE L—�` �, PANEL CLIP LOCK PAR 0 MIDSPAN (SHOWN WITH 758107.1;0 FIXED PANEL TO EXTERIOR®, L 701 PART I SEE DETAIL G2 © THE INTERIOR) ® 7 8107.1 FOR FIXED 5 PANEL CLIP 4 �EXTERIUR ' • 0 - 0 © C� J ! R' �� E ® E 0 t`__ • /110 X 3/4" IN ®OF FULL JAMB GT 2-TRACK JAMB m 2-TRACK JAMB EXTERIOR �LEXTERIOR60 OR 61 n E%TERIOR �EXIERIOR ' SMS,X3mil _ CLIP A80 OR//108 CD® W/SCREEN v 6"LONG W/RETAINER 6123 3-TRACK JAMB 3-TRACK JAMB 4-TRACK JAMB 4-TRACK JAMB °� 60 5II (SHOWN WITH Hi (SHOWN WITH H2 (SHOWN WITH om(SHOWN WITH -12 (SHOWN WITH MIDSPAN 00 OR e7 FIXED PANEL TO , OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL) THE EXTERIOR) ® I — / THE EXTF.RIOR) THE INTERIOR) EXTERIOR 0 SEE DETAIL ON SHEET'15 .\j''EXTERIOR v SEE DETAIL ON SHEET 15 SEE DETAIL ON SHEET 15 ,Tr ® I ';lin 0 © iLII N !!!0- j 0 � jI NI �-----1 0 00 I0 m II 1 o 01 EXTERIOREXTERIOR N NI EXTERIOR Imo, + y p;�'�$� IO l I CD ® �f III -4 <=j III III �II� lU II1 I III III II PRODUCT REVISED • .s complying a{th the Florida SHOWN WITH 2-TRACK W/SCREEN 3 TRACK 4-TRACK MAX.UNIT Dr:lldlno Cade E Noq-No- 17-0420.12 OPT.SCREEN VAJFRAME HEAD FRAME HEAD \....VFRAME HEAD HEIGHT PER TRACK TABLES 1-3 Expiration Date 0211 712 0 20 � I MIam�Dade oduct Control i1, I r�; 1. I 4 I f II I� I 1 1 00 1� II' c.jthi cir EXTERIOR*II :III; I I'"� cloo EXTERIOR IJ 110, 11,J I 011 0 I I! ITI ® Sim m II ��1I! omII!!lII. I II IA. mIFN 111111 Ill�lil II II inuh 1iiI i Liit � • EXTERIOR ® �I�;1, �.ti�� � , 0 ® La (s i. � � ® .� s w mikiLw ,1,liiiii„,, Q�'.”LICENSE'.•I Aim 7� 2-TRACK WISCREEN E))3-TRACK L.1 A 4-TRACK :1n� FRAME SILL 0 FRAME SILL III FRAME SILL =*r' No.58705 =_ `ITEM 61 SHOWN,ITEM 60 ALSO APPLICABLE,SEE TABLES -'V '• f..."*.,-•=,....._,J �s~'-� 1-3,SHEETS 6-8 FOR DP(PSF)ASSOCIATED WITH STILE. 'AO STA t if F! =, Q.. 1070 TECHNOLOGY DRIVE Diebi° /Oart -, •'•F_<OR{DP,. �,,- H.VENICE,FL34276 VERTICAL SECTION DETAILS j is G‘-',.:5,.,, \ • 89411480-1600 l/� /''7//4oNAL 1EN\\\- \ n•w4 by, 5•ro: R,0lm•; CERT.OFAUTI I.#29290 SERIES 770 ALUM.SGD-WINDOW-LM! • JR OIAN/17 C NO CHANGES THIS SHEET. GGvm'Gmcmi7 ,® Saks/fo el: So*: G^v10 wwnem. ROY A.LYNN MILLER,P.E. 0m„YGr•[NW -'-ch-edod0r u•m: Mrmovsmx-••wc 330-770 WINDOW NTS. 18 •I 22 PGTO129 C P.EJI 60706 JR 07120/14 AIL RIGNISRESERYEb . . . . • . • ----- . ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) . A) . 1". INTERIOR G 0 0 o , o ..J0 ti a_i -•-- - - 0 0 1 00 0 1 0 0 hCD oCCI)ri 61 , r' ' it 1 (I.E.P. / 000 falk.,.,_--.1-,.•.. 0 , 0 -.---- ' ''1. -----Ii007' 0 INOPQ' IA Uri( 0 0 --' '-7)it'. Alwimmor.... __ill_ 1117, ; e -lir - 411111k_'''- - i „_, ii.-,,4,-, 65 p ,INTERIOR EXTERI90°R* .". . lieeL.. .4.0 .0 EXTERIOR, 0 0 .0.EXTERIOR (1) EXTERIOR ,., CD te...._ ,. , -11114 ..4 1,-- EXTERIOR -- - 77 el,P-HOOK FOR FLAT SILLS ,,, 11k P-HOOK FOR BOX SILLS <14-.3 I i 1 .INTERIOR gur(EXT.OR INT.MOUNT) 1111311,EXT.MOUNT ONLY /''' 90° 1=> . 2 Calt P AR , OCK PAR 0 -. ,./Z-31—' 72G&KIDIFIL rill', CCM -- 0 6 INTERLOCK I , i rii 1 0 • • .. Nai--_.1 --,gi-______I --1 0 :t - - 1 i - , O ei 0 , 0 n 0 ,......}.. i._,_ . e JIIIIW 1 i, 0.EXTERIOR ,D EXTERIOR - *ITEM#61(HEAVY-DUTY 0 o • 0 0 0 0'E)TERIOR J lersi', LW ' 0 STILE)SHOWN,ITEM#60 , (STANDARD STILE)ALSO LI STANDARD ASTRAGAL#67 orai HEAVY-DUTY ASTRAGAL#68 mi,90”OUTSIDE CORNER Ai BI} INSIDE CORNER APPLICABLE,SEE TABLES gill,WITH STANDARD STILES#60 IV WITH HEAVY-DUTY STILES#61 TV 2-TRACK SHOWN Mir 2-TRACK SHOWN 1-3,SHEETS 6-8 FOR DP EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN (PSF)ASSOCIATED WITH STILES. (BOX-OUT)MAY ALSO BE INSTALLED (BOX-OUT)MAY ALSO BE INSTALLED • TOWARDS INTERIOR(BOX-IN) TOWARDS INTERIOR(BOX-IN)• _______ _.............._ .0.INTERIOR PRODUCT REVISED . C .------ \ as complying with the Florid TEFTJOR MIa Buldng _ IN Mil ---- 0 igiiyaill NOiiCod° A-No. 17-0420.12 \ "O• it 1.------ \+ ExpiratIon Matr_t0 17/2020 ,. \ 135° 0 • By -"•:die"....„," "•- ,„ 1111.1..1.70..\ \ \ Ma L'i h. '''••ro.rat Con ro , ... • - \ .,.,>...,!. . .,,,_._._...,_......_. _....... \C , 0 0 CO 0 II 0 ,, . .0.EXTERIORtr0ow 1 II Wii,0 0 \ \' <S•‘‘..*--- ----.4 1#28M9111. 0 EXTERIOR 0 7 . ,...- OCENss... ,.. „Si 135°INSIDE CORNER Z.:* .1-.. CFP 2-TRACK SHOWN .. ::-.* 6 .. il gi 135*OUTSIDE CORNER - : No.587c -i'*--. 01 2-TRACK SHOWN " . - . a - • i''''' * ...,?,.....c.- , . . ''-'73 -.• 1 ie/7, le. - .e.," • , , ,,, 10.Z.• TO70 TECtilia.06--Y-ETRIVE - I IWO»: N.VENICE;11,54.2TO HORIZONTAL SECTION DETAILS,CORNERS ",,tc?s;'••:.koRico,....'.. .,:, ttr attot 1.4*. NO CHANGESUS SHEET. cmr.OFAIITH.029296 al; SERIES 770 ALUM,SGD-LM IMPACT •Iiirlitto. JR 01/06/17 C 17 MatAlill,r 0101r • %What Bair Mee .I1141,12Ml Iran Drorn107 NM, Climkad14.Delo: POT INOLISMIFA Itla 0 A.LYNN MILLER.RE • JR 10/10114 , . tat RIMISWEIWEP 300.770 NTS 19..22 'PGT0130 C P.E.0 WOE , . . PGT PGT NOTES: Item P0111 Description Item PGT# Description Dwg.# 1)ALL ALUMINUM=6003-1-5 --1- -0308 -60-556-2-T-77-Ac-TffiEACJ "---------- 60 " 17325 017325 PANEL STILE 2 17303 617303 2-TRACK HEAD WITH SCREEN RAL . 61 17326 017326 PANEL STILE(HEAVY DUTY) 2)ITEMS 11 33-39,56-59,66,75,84-99, . 3 - 17309 . '017309 3-TRACK HEAD 02 17327 017327 2(TERLOCK ADAPTOR 121&122 ARE NOT USED AND ARE 4 17312• 017312 4-TRACIC HEAD 03 1225 OTP248 VINYL BULB WS1P.-THIN(INSIDE INTERLOcIL) NOT PART OF THIS APPROVAL. 5 17314 017314 FRAME SCREWCOVER 64 17 0 71729 SILL END WEATHERSTRIP PAD i 0 17317 017317 FRAME I lEADMAMD ADD-ON . ' 65 17318 617326 0T-ER{60c idFTEOov ER 3)USE OF 1112 OR#13 REQUIRES ' 7 17304 617304 2-TRACK SILL 07 17326 ii329 ASTRAGAL MIN.#10 SMS OR 3/16'MASONRY . o 17301 017301 2-TRACK SILL WfTH SCREE11114A11. 68 17339 017336 HEAVY DUTY AS1RAGAL ANCHORS @ 24"MAX.0.0. 9 17307 817307 3-TRACK SILL 69 17324 017324 TOP 8,BOTTOM RAIL i •Thir 17310 617310 '1-TRACK SI I„ 70 17350 417350 WEATHERSTRIP EXTENSION(INJECTION MOLDED) 11 17313 617313 FRAME SILL TRACK BISERT 71 1895 71095 1-1/2"X1"X3/4'HIGH FIN SEAL EXIST PLUGS • • 12 17315 617315 FRAME SILL SCREEN ADD-ON(SEE NOTE 3) 72 0153 78153X TANDEM ST.STL.ROLLER ASSY. 13 17316 017310 FRAME SILL SCREEN END ADD-ON(SEE NOTE 3) 73 0123 78153N TANDEM NYLON ROLLER ASSY. 14 17305 017305 2-I1IACK JAMB _ 4 SLICONE 130W-899,DOW-935 OR GE-7753 IS 17302 017302 2-TRACK JAMB WM1 SCREEN RAIL 75 0166 70185X GEMINI MORTICE 3•PLY DUAL LOCK W/LONO TRIM PLATE 113 17300 017300 3-TRACK JAMS 76 71032X1FPFi 011332X 1"FL SS 6-CJ1EVI/WI TYPE"F"T1P ' - 17 17311 1317311 4-TRACK JAMS 77 7103239 10-32.STEEL 21NO11-NUT 10 17322 617322 SILITLISER:FLAT,FLUSH,1-1/2" 76 17357 017357 1'10 BEAD . • 19 17310 617319 SILL RISER-BOX FLUSH,1-1/2" 80 17350 017359 7/10"BEAD/FRED PANEL CLP 20 17321 617321 SILL RISER-FLAT,LOW,2-1/2" 01 17360 617360 9/10"BEAD ' - • 21 17318 017318 SILL RISER-110X LOW,2-112' 02 1224 OTP247K VINYL BULB WEATHERSTRIP - • 22 17355 017355 SILL RISER-FLAT,MEDIUI,I,3-1/4" 03 61745 1745 LOWE NC,1/2'X1/10"SGL SIDE ADH.TAPE,POLYETIL 23 17354 - 017354 SILL RISER-BOX MED1JM,3-1/4" 100 0052 40052 ROLLER ADJ,HOLE PLUG . 24 11323 • 017323 SILL RISER-FLAT,HIGH,4" 101 72087 JAMB BUMPER ' 25 17320 617320 SILL RISER-BOX 111011,4 — 102 690 71690 DUST PLUG • 26 17333 - 617333 POCKET P-HOOK 103 8189 78180X 1"KEEPER _ 27 70713 07070 NEOPRENE BULB WSW FOR P-1100K 104 653 750106EP SCREEN LOCK KEEPER ' 20 17334 617334 POCKET P-HOOK MOUNT 105 17344 017344 • FEED PANEL CLIP-0"LONG . 29 17335 " 017335 P-HOOK COVER . 100 17312 817352 FRED PANEL RETAINER-9110" 30 - 17348 617348 POCKET P-HOOK FOR BOX RISER 107 1739 71739 HANDLE KR-NTERIOR RAISED WITH THUMB TURN 31 17378 617370 135 CORNER 108 1740 71740 HANDLE Kir-RASED EXTERIOR HANDLE • 32 17370 017370 135 FRED MOUNT 109 1731 70102SN HANDLE KIT.RECESSED t4TERIOR Wfhl THUMB TURN — - • ----- PRODUCT REVISED ITEMS 40-53 ARE SCREEN PASTS: 110 1732 78178 HANDLE KIT-RECESSED EXITERIOR PULL al complying with the Florida 43 I 4316 612258 SCREEN SIDE RAIL•LOCKSTILE 111 710304PPSDAX 010 X3/4"P6,-PR.TEK-S S. Ballifing Code 41 —7LOCKVID-6'k-SCREEN LOCICSET 112 1235 07S18 WSTP,.270 X.170-FIN SEAL BOA-No. 17-0420.12 42 41019 SCREEN KEEPER SPACER SET 113 1712 64086 .107'X.230"ENSEAL . Expiration Dale 02/17/2020 43 8157 00152 SCREEN INTERLOCK ADAPTER ' 114 710X115PPX ff10 X HQ" B --- -:- . 44 4420 04425 SCREEN COME NTERLOCK 115 710XPPT 410 X1" Y Miami---Bade. roduct Control 45 4317 6122513 SCREEN TOP RAIL 110 720XIX /114-20 X 1"S.S. ...-_ 15 4310 612257 SCREEN BOTTOM RAIL 117 720X112X 914-20)1 1-112"6.6. - 47 COO . 7SRAZ STANDARD ROLLER 110 17330 817330 BO DEGREE CORNER RECEIVER lo 008 TSR/OX STANDARD ROLLER-ST.-6-TL ---- 15 17337 617337 60 DEGREE OUTSIDE CORNER ASTRAGAL . , 49 4344 64344 SCREEN ASTRAGAL 120 17330 6117330 90 DEGREE INSIDE CARNF.R ASTRAGAL iiF 17149 017349 0233 SCREEN ASTRAGAL ADAPTER 122 17352 017352 FRED PANEL RETAINER,719' SI 1602 81892 SCREEN SPLINE-.165" ' 52 1694 61694 SCREEN SPLINE-.150' .011111/1//, 53 • 01810C20 SCREEN CLOTH A •,‘ ••\-111/4".-:'"'' ''.."1.1.v. lo ... 54 174 1/2"X4'X1/110"SET,BLOCK,NEOPRENE 85../-5 - .....:. . '/ CEN,,s..„„.” <, .... . 55 I 1720 1'X4'X1/10"SET.BLOCK,NEOPRENE OS f - . ""• • ,.. :' sl".• %.10 •:-... • :_- : No,58705 1 - ,, :-:-;33:1 .•..Gt LI 1 F )7.—i cr::::-. -0 1570T(E9C41R)N4O80L-016G0Y0 DRIVE ...-..4,,,-.,"..•,•',"„,0-c.s-.( .•,•,•AVENICEFL 34075 PARTS LIST •,,,s-..OIDI •c•,,•,14 IQt‘ilN..r.,: :. . CERT.OF ADM WOW SERIES 770 ALUM.SGD-LM IMPACT ' 'Immo° . JR 04/LVVI 7 C NO CHANGES THIS SI IEET. a cornwroureaur keleoliaht &Eh: km k Dm*p No, lin: Om.ny,Da* Glean:10y,p.m; MT IN OUSIAIE9,inn ,L,, A.LYNN MII LER,P.E JA 10110114 .. ALI FlG1/14 RE9DIVED 500.770 NTS 20 g 22 PGT0130 C P.E.4 50705 I ' . . , . .. • • ' 5.069" 8.562" - --.1 1.36" - 1.36" - 0.060" ►I a� -UV- lS1f -1�� • • - 1.872"�1 1.211" . j 1.505" _t 0.081" 1.019" • 0.052" 0.081" - 0.081" 02-TRACK HEAD to (60RATIC SILL SCREEN (GOG3-TG AL) (6083-T6 AL) 40 STILE 6.198" (6063-T6 AL) 6.198° 0.520" ,I 5.069., - 0;080" -f• 1.045" '7J-lS1fT -911- U7T 1.5T05" 1.211" .S - � 1. y 993° 0.062" -1 �d 0.081"- ®2 2-TRACK HEAD W/SCREEN TRACK 9 3-TRACK SILL (6063-T6 AL) (8083-T6 AL) e 2-TRACK JAMBTOP RAIL . . - P (6063-T6 AL) ' (6083-T6 AL) • 2-TRACK JAMB W/ 7.105" - 6.221• 15 SCREEN TRACK 0.080" (6003-TO AL) 1.36" tel- lfY is r lSlr -L�� li i �^ ---I lam- 0.875" J� _1.5105" - 1^ - uL'JJJ ' 1.36" 1.991° 0.081° - 0.002" O3-TRACK HEAD ®B 2-TRACKSILLWISCREENTRACK 1 0081„ - L (6063-T6 AL) (6063-T8 AL) 48 SCREEN ®BOTTOM RAIL r ' 9.142" --- ----1 (6063-T6 Al.) 4.49" ,- 0.081° 0.060" if IT�- PRODUCT REVISED 1.505" 7.105" as complying with the Florida 1.211" Building code • NOA-No. 17-0420.12 • ' 9.141" Expiration Oato02/17/2020 0.081" - Oq-TRATK HEAD 7 (-TRACK SILL By i ®6063-T6 AL) - 1 (6063-TB AL) ( Minml-Dad roducl control • 0.060" 1.614" 0.062" I 0.632" t --y 0.780" I T 1,260"' y 0" r 0,06 �, _ 1.990" 1 1.616" tIlllllllfii ®FRAME HEAD/JAMB SCREEN FRAME SILL SCREEN FRAME SILL SCREEN ��- `�vQ..••'• �q � ADD-ON 12 ADD-ON 15 END ADD-ON . 10 3 TRACK JAMB �iCENgF'���� (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (8603•T6 AL) _ , REQUIRES MIN.#10 SMS REQUIRES MIN.#10 SMS - _* No.58705 7:- OR OR 3/16"MASONRY OR 3/16"MASONRY • 174-TRACK JAMB - >} `_� 6063-T6 AL) -'O ' ¢ SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24"MAX.O.C. ANCHORS @ 24°MAX.O.C. ( 70 Lr"j g'I a. :/r` • ;O�'., ETA 0 0 /,: fu - 1070 TECHNOLOGY DRIVE ._.__.___ '•.:c(ORIOP,.••'' _Co E VEMCE,FL 34275 EXTRUSIONS 'SSS • G\�.` • (.991J 480-f600 aW '/7/RNAL 6110 Raved Op Oda. Re Bone CERT.OFAURL 1129290 SERIES 770 ALUM.SGD-LM IMPACT ''•I i i l i l l i `` - JR O9NWf7 C NO CHANGES THIS SHEET. coamIcITIMIl t.dmAUCat • sav sheat pm",pA4 liar. q,LYNN MILLER,P.R. Dam 9r:o10 Cloaked 9y Om': 00rnmwm+ttms 500-770 NTS 21 •,22 PGT0130 C p.E.N 58705 JR 10H0/19 uLys/rrsatsOtvep ------ II--I 0.718" Y 0.83"I 1 _ 2.304° I ' 3.802" -� 11 3.802' 0.752" -- ., • H/ 0.752" Li 1� �----L - L 0.885' 0.080"� 0.574" T 0.796' 1.163"I �_ 0.062"45� 0.062' J1 f 0.254" JJJ F 0.075" 0.233 0.062" FRAME SILL P-HOOK MOUNTING P-HOOK SCREW O SCREW COVER 17 TRAGIC 26 P=HOOK1 29 ADAPTOR 2S COVER 0.080-,t,-10 P-HOOK FOR BOX RISER (0063-T6 AL) (6063-T6 AL) (6063:-F6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) 4" 155" ; 2.30" 1.488" -- �sz -11 1.739" -..-1 0,080" 0.062 -1 1.303" ' 25" 0.830" 0.133" 1.600 0.062" 1.868"• .080 -.,- 1.870" - ._-ti�� 016" 1.974" ►� 2.44" r' 3.125" F.- 3.125" 0.062° INTERLOCK INTERLOCK 3f 135°CORNER ax 135°FIXED MOUNT so STANDARD STILE s1 HEAVY DUTY STILE s2 ADAPTER s6 SCREW COVER (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (8083-T8 AL) (6063-TO AL) (6083 TO AL) i, 3.970" ' 3.979" 4.125" -"- 1.050' --.--11.050" r- --- 1.050" - - 0.075" 0.075" 1.64 5" c7 1 f I Li I . 1.645" 0.062" 1.304' -�I c I .289- 17045" 289' 1 .611" �� .485" ° 1 045" J 3.25" __1. + .045" f .041- 0.125"" I- 0.281" GLAZING 7/16"GLAZING 9/16"GLAZING e7 STANDARD ASTRAGAL se HEAVY DUTY ASTRAGAL ss TOP/BOTTOM63-TORAIL 4:\ ( ) so s1 PRODUCT REVISED . 6083-T6 AL) ( AL) ( AL) BEAD I.G. PANE,FIXED BEAD ( 6063-T6 6063-T6 6063-T6 AL) PANEL CLIP 8063-T6 AL) ^'complying with the Florida ( ( Eu1lJing Code (6063-T6 AL) NOA-No. 17-0420.12 . --,- 1.003" -- Expiration Dote 02/17/2020 1.03" - - 5.621" - - Mlaml oad rodoct Control 0.757" O,U80' ( 1 --1 0.050"di%FIXED � 1I 1. Daz u�t I - .4 PANEL CLIP f 110.709" 2.893" 9 0.133" IIII 1.498" 0.133" 1.498" (6063-T6 AL) I ` 0.080" r .550"" -`- 0.883((..-I I g--a____ _ • FIXED PANEL 5.621" q" \\\a I I I I l i l t!/ 0'709 ®RTAINER,7/8" BO°INSIDE CORNER ASTRAGAL \\ NY LYNN I/i�� 0.080° -SII (6063-T6 AL) 2'626" a 90°OUTSIDE CORNER ASTRAGAL (6063-T6 AL) �� \� "' / i FIXED PANEL . e 90°CORNER RECEIVER (6063 T6 AL) QC\, �ICENSF Ml`.� NW RETAINER,9/16" (6063-T6 AL) _ No.68705 Z_.;_- (6063 T6 AI.) _-0 • t( . fa7aTECIlxacaornaArE--- - �°1'�^ ---;71 Vii /I-14g • N.VENICA FL S1270 EXTRUSIONS ...;,9<,.... / T .••.;°lOR1OP.•-' . /941)490.1900 rnn: :%%N..: `s .ORI , U+��•` . Rcnd OF oahr n°.+d°"u CERT.OFAUTI 1.420290 SERIES 770 ALUM.SGD-LM IMPACT �'i.S/CNAL E�``� JR 04/00/17 C NO CHANGES THIS SHEET. mcm'°' °'°n 6 ry�•y, ; ,,. Meet omxrror+a n.r. \ oajp mrc ---docked Or.-Delz rarrnoircma_a.urc. A.L`�r.0.0507 0 .E JR /0/10/14 All RIGHTS FIUMEn SGD-77D NTS 22 w 22 PGT0130 C P.e.N ss7ac I