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Home My WebLink AboutProduct Approval MIAMI• 7 MLAMI-DADECOUNTY ¢�,� w' DUCT CONTROL SECTION CODE COMPL.IAN 11805 SW 26 Street,Room208 DEPARTMENT OF REGULATORY AND ECONOMIC RES ! ® ffe �FF99 EL ®�p�p� Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION TY786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) WBOCC ),1012 f v'wv'•riaiamidade.gov/economy PGT Industries,Inc. 1070 Technology Drive, North Venice,Fl.34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable 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 Doors w/90'& 135'corners—L.M.I. APPROVAL DOCUMENT: Drawing No. PGTO130 Rev D,titled"Series 770 Alum. SGD-LM Impact",sheets 1 through 22 of 22,dated 10/10/14 and last revised on 04/22/20,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 Limitations: 1. Max eight(8)panels configuration unit is allowed,having max nominal panel size not to exceed tested height& width per tables 1 thm 3. See sheets 6,7 and 8 for Design Pressures(DP), glass types, Sill type for Positive DP limits,applicable Standard or Heavy-Duty parts and anchorage requirements. See Typ. Installation in sheet 10 for straight configured units, sheet 11 for corner units and sheet 14 for pocketed units.Pockets&Egress requirements to be reviewed by Building official. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city,state and 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 renews NOA#19-1126.03 and consists of this page 1 and evidence pages E-1,E-2,E-3 &E4, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda,P.E. MIAMI-DADE COUNTY L�tR n NOA No.20-0429.09 e Expiration Date: February 17,2025 Approval Date: October 15,2020 Page 1 s i PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals under file#15-1013.15 A. DRAWINGS 1. Manufacturer's die drawings and sections (submitted under files See below) 2. Drawing No. PGT0130, titled"Series 770 Alum. SGD—LM Impact", sheets 1 through 22 of 22, dated 10/10/14,with revision A dated 10/08/15,prepared by manufacturer, signed and sealed by Lynn Miller, P.E. B. TESTS 1. 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 11/0l/13, signed and sealed by Marlin D. Brinson,P.E.(Submitted under NOA No. 14-0123.10) 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum sliding glass door,prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-5980-R, FTL-6001-R and FTL-6015-R, which have been revised and reissued on 12/29/09, all signed and sealed by Julio Gonzales,P.E. (Submitted under NOA No. 09-0826.10) Along with marked-up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-5980, FTL-5993, FTL- 6036, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6023, FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033 and FTL-6036, all dated 08/10/09 and signed and sealed by Julio Gonzales, P.E. (Submitted under NOA No. 09-082610) 3. Additional,Reference Fixed window test report FTL-7897 (cardinal spacer)per TAS 201, 202 & 203-94, issued by Fenestration Testing lab (Test report submitted under file#15-0430.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51h Edition (2014), dated 01/30/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). Ishaq I.Chanda,P.E. Product Control Unit Supervisor NOA No.20-0429.09 Expiration Date: February 17,2025 Approval Date: October 15,2020 E-1 i PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their"Butacite® PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their"SentryGlas® (Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5`h Edition(2014), dated October 8,2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 14-0128.11, issued to PGT Industries, Inc. for their Series"SGD-770" Aluminum Sliding Glass Doors w/90° &135° corners -L.M.I. expiring on 02/17/20. 2. Evidence submitted under previous approvals under file#16-2609.06 A. DRAWINGS 1. Drawing No. PGT0130, titled"Series 770 Alum. SGD—LM Impact", sheets 1 through 22 of 22, dated 10/10/14, with revision B dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Reference Test report on 1)Uniform Static Air Pressure Test,per FBC, TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked-up drawings and installation diagram of Aluminum Sliding Glass Doors (w/ PS, Super, Cardinal&Duraseal Spacers),prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s)FTL-8717,FTL-8970 and FTL-8968, dated 02/15/16, 06/07/16 and 06/20/16, all signed& sealed by Idalmis Ortega, P.E. C. CALCULATIONS (Submitted under previous NOA) 1. None. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5"Edition(2014), dated October 8, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Test proposal No. 16-0152 dated 03/09/16 approved by RER. G. OTHERS 1. Notice of Acceptance No. 15-1013.15, issued to PGT Industries, Inc. for their Series"SGD-770" Aluminum Sliding Glass Doors w/90° &135° corners -L.M.I., expiring on 02/17/20. 1s�G f L4a,1-1-- Ishaq I.Chanda,P.E. Product Control Unit Supervisor NOA No.20-0429.09 Expiration Date: February 17,2025 Approval Date: October 15,2020 E-2 PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. Evidence submitted under previous approvals under file#17-0420.12 A. DRAWINGS 1. 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. None. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-611 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. F. STATEMENTS 1. Statement letter of conformance with FBC-6m Edition (2017), dated 08/10/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. G. OTHERS 1. Notice of Acceptance No. 16-0629.06,issued to PGT Industries, Inc. for their Series "SGD-770" Aluminum Sliding Glass Doors w/900 &135° corners-L.M.I., expiring on 02/17/20. 4. Evidence submitted under previous approval. A. DRAWINGS 1. Drawing No. PGTO128 Rev C,titled"Series 670 Alum SGD-Non-Impact", sheets 1 through 22 of 22,prepared by manufacturer, dated 02-02-14 and last revised on 11/22/19, signed and sealed by Lynn Miller,P.E. C. CALCULATIONS (submitted under file#17-0420.12) 1. None D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America,Inc. for their"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07/08/24. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America,Inc. for their"SentryGlas® (Clear and White) Glass Interlayers", expiring on 07/04/23. F. STATEMENTS 1. Statement letter of conformance to FBC 2017 (61h Edition) and letter of no financial interest, prepared by PGT, dated 11/22/19, signed and sealed by Lynn Miller, P.E. G. OTHER 1. This NOA renews NOA# 17-0420.12, expiring April 07, 2025. St,-7 Ishaq I.Chanda,P.E. Product Control Unit Supervisor NOA No.20-0429.09 Expiration Date: February 17,2025 Approval Date: October 15,2020 E-3 PGT Industries,Inc. NOT ICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. New Evidence submitted A. DRAWINGS 1. Drawing No. PGTO130 Rev D, titled"Series 770 Alum. SGD -LM Impact", sheets 1 through 22 of 22, dated 10/10/14 and last revised on 04/22/20,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. 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 along with marked-up drawings and installation diagram of all PGT Industries, Inc. representative units listed below and tested to qualify Dowsil 791 and Dowsil 983 silicones,prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-7897,PGT PW5520 PVC Fixed Window(unit 6 in proposal), dated 09/03/14 FTL-20-2107.1,PGT SGD780 Aluminum Sliding Glass Door(unit 7 in proposal)FTL-20-2107.2, PGT CA740 Alum. Outswing Casement Window (unit 8 in proposal) FTL-20-2107.3,PGT PW7620A Aluminum Fixed Window(unit 9 in proposal) and FTL-20-2107.4, PGT PW7620A Aluminum Fixed Window(unit 10 in proposal) dated 07/13/20, all signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 711 Edition (2020), dated 03/26/20, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04,-09,-12 and-16. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America,Inc. for their"Trosifol® Ultraclear,Clear and Color PVB Glass Interlayers", expiring on 07/08/24. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America,Inc. for their"SentryGlas® (Clear and White) Glass Interlayers", expiring on 07/04/23. F. STATEMENTS 1. Statement letters of conformance to FBC 2020(7th Edition), dated 03/26/20,prepared, signed& sealed by Lynn Miller,P. E. G. OTHER 1. This NOA revises NOA#19-1126.03, expiring 02/17/25. Ishaq I.Chanda,P.E. Product Control Unit Supervisor NOA No.20-0429.09 Expiration Date: February 17,2025 Approval Date: October 15,2020 � E-4 SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR TABLE A: Min. Anchor Frame Mln.Edge Min.O.C. INCLUDING POCKETS &900/1350 CORNERS Group Anchor Type Member snbavate Distance Distance Embedm Metal Thleknescknes s GENERAL NOTES #12 18-8 SMS or southern Pine(SG=0.55) 9/16" 7/8" 1-318• #121)GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEETS 4&5. (min. .of Ss SMS All 6063 T5 Aluminum 3/8' 9/16" 0.0 0.50,(20 Ga) 2)DESIGN PRESSURES: (min,of 3 threads A36 Steel 3/8" 9/16" 0.050' A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM Ell 300. A beyond metal substrate) Gr.33 Steel Stud 3/8" 9/16, 0.045"(18 Ga) B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. All Concrete(min.2.22 ksi) 1-7/2' 3" t-3/8" C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. 1/4• re-GatorV Jamb/P-hook Filled Block(ASTM C90) 2" 3 11 3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS Aggre Oeto® Jamb/All hook Hollow Block(ASTM 0.5) 2" 3• 1-31V PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO All Southern Pine(SG=0.55) 1° 1° 1-3I8" CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE #12 Steel s (Gr.5) Southern Pine(SG=0.55) 9/16• 7/8" KO.04.5" 13/e• B (min.of 3 threads All 6063-T5 Aluminum 3/8' 9116" 1"(20 Ga) CURRENT FLORIDA BUILDING CODE.FOR ANCHORAGE DETAILS SEE SHEETS 6-14. A36 Steel 3/8^ 9116• 1"(20 4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. beyond metal substrate) Gr.33 Steel Stud 319" 9/16' (18 Go) 5)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH All Concrete(min.2.8 s) 1" 4" 1-318" NARROW JOINT SEALANT.OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF 1/4"Elco UltwCone Jamb I P-hook Hollow Block(ASTM C90) 1" 6• 1-114" INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. C Head/Sill Concrete(min.3 ksi) 1-5/16• 4• 13/8" 6)REFERENCES:ELCO ULTRACON,DEWALT ULTRACON+,DEWALT/ELCO CRETEFLEX AND 1/4•DeWalt Jamb/P-hook Concrete(min.3 ksl) 1' 4' 1.318" AGGREGATOR NOA"S,ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN UltraCon®+ Jamb I P-hook Hallow Block(ASTM C90) 1° 3• 1-1/4• MANUAL. All Southern Pine(SG=0.55) 1" V 1318" 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE All Concrete(min.2.85 ksi) 2-10 4' 1318" CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 114"Elco UltraCon® Jamb/P-hook Filled Block(ASTM C90) 2-1/2' 4• 13/4" 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER Jamb/P-hook Hollow Block(ASTM C90) 2-1/2" 6° 1-1/4" CURRENT FLORIDA BUILDING CODE,AS APPLICABLE. D Head/sill Concrete(min.3.35 ksi) 1• 4" 1-314" 9 DeW TEST REPORTS:FTL-5980,FTL-5993,FTL-6001,FTL-6014,FTL-6015,FTL-6017,FTL-6022,FTL•6023, 1/4.410 SS Jamb I P-hook Concrete(min.3.35 ksi) 1" 6• 1-3/4"/4" FTL�024,FTL-6025,FTL-6028,FTL-6031,FTL-6033,FTL-6036 AND FTL-7554 CreteFlex o eFlex® Jamb/P-hook Hallow Block ASTM C90) 2-1/2' 1 6' 1-1/4" All Southern Pine(SG=0.55) 1" 1 1• 1318• TABLE B,SEE DETAILS ON SHEETS 4&5 1)WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE, CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALLTABLES IN THIS APPROVAL. Glass Description(Listed from Exterior to Interior) 2)ALL ANCHOR HEAD TYPES ARE APPLICABLE Type 3)FOR THE MINIMUM STRENGTHS OF ANCHORS AND SUBSTRATES,SEE TABLE 5,SHEET 20. G3 7/16'Laminated:(2)Liles of 3M6°HS Glass with.090"PVB Intedayer 4)HOLLOW BLOCK VALUES MAY ALSO BE USED IN FILLED BLOCK APPLICATIONS. G3A 9116'Laminated:(2)Lites of 1/4'HS Glass with.090•PVB Intedayer 5)ANCHORS MUST BE OF SUFFICIENT LENGTH SO THAT A MINIMUM OF 3 THREADS EXTEND BEYOND METAL SUBSTRATE. G4 7/16"Laminated:(2)Liles of 3/164 HS Glass with.090•SG Intedayer G4A 9116"Laminated:(2)Liles oft/4'HS Glass with.090'SG Intedayer ANCHOR NOTES G5 1"Laminated I.G.:3116'T Exterior Cap+318•Air Space+7116'Laminated;(2)Utes of 3116•HS Glass with.090"PVB Intedayer PRODUCT REVISED GSA 1'Laminated I.G.:1W T Extedor Cap+5116"Alr Space+7116"Laminated;(2)Utes of 3/16"HS Glass with.D90'PVB Intedayer 1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE as complying with the Florida ONLY MIAMI-DADE COUNTY APPROVED ANCHORS.SEE TABLE A ON THIS SHEET FOR Building Code G8 1'laminated I.G.:3I16"T Extedor Cap*318"Alt Space 7/16'Laminated;(2)Utes of 3/16'HS Glass with.090•SG Intedayer EMBEDMENT,EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. NOA-No. 20-0429.09 GSA 1•Laminated I.G.:1/4"T ExtedorCap+511fi'Air Space+7l16•Laminated;(2)Utes of3/16"Hs Glass with.090°SG Intedayer Expiration Date:0211 7/2 0 2 5 G7 7/16"Laminated:(2)Liles of 3/16"ANN Glass with.09D•SG Intedayer 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A,THIS SHEET. G7A 9/16'Laminated:(2)Liles of 1140 ANN Glass with.090"SG Intedayer By: G8 1"Laminated I.O.:3/16'T Exterior Cap+3/8'Air Space+7116"Laminated;(2)Ules of3/16'ANN Glass with.090"SG Intedayer 3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-112"THICK.PROPERLY MIamHDade Product Control SECURED,1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO GSA V Laminated LG.:114'T Exterior Cap+5116"Air Space+7/16"Laminated;(2)Liles of3116"ANN Glass with.090•SG Intedayer SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER. "ANN"=ANNEALED 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER "HS"=HEAT STRENGTHENED LOADS TO THE STRUCTURE BUCK DESIGN AND INSTALLATION IS THE 'r=TEMPERED GENERAL NOTES.............1 RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD&TO BE "PVB"=.090"TROSIFOLO PVB BY KURARAY AMERICA,INC. EXAMPLE CONFIGS..........2-3 REVIEWED BY THE BUILDING OFFICIAL. "SG"=.090"SENTRYGLASM BY K(1RARAY AMERICA,INC. GLAZING DETAILS............4,5 ANCHORAGE.....................6-14 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS DESIGN PRESSURE RATING IMPACT RATING DESIGN PRESSURES.......6-8 PER CURRENT JURISDICTION. BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY SEE TABLES 1,2&3 ON RATED FOR LARGE&SMALL HAVING JURISDICTION. SHEETS 6,7&8 MISSILE IMPACT RESISTANCE INSTALL DETAILS..............15.14 ti ELEVATIONS.....................15,16 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT `\'� N�LYNN CODES/STANDARDS USED: PANEL/SILL TYPES.........17 REQUIRED.IF USED,NONSHRINK,NON-METALLIC GROUT,MAX.1/4"THICK&3400 �O.••""'••.M/ �� PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE •'• 1.tCEN`gF•'�( •2020 FLORIDA BUILDING CODE(FBC),7TH EDITION CROSS SECTIONS...........,18,19 Z; ,F •2017 FLORIDA BUILDING CODE(FBC),6TH EDITION PARTS LIST....... ........20 SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO Q-; •.� •ASTM E7300-09 """" SUBSTRATE.IF SUBSTRATE IS WOOD,3D#FELT PAPER OR MASTIC IS REQUIRED _ No.58705 •ANSI1AF&PA NDS-2018 FOR WOOD CONSTRUCTION EXTRUSIONS....................21,22 BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE •ALUMINUM DESIGN MANUAL,ADM-2015 AUTHORITY HAVING JURISDICTION. — '� N D �� •AISI S100-16 1o70TECRNOLOGYDRIVE a•t� %� •• [ •AISC 360.16 N.VIXICE,FL 9127E GENERAL NOTES AND MAP O�'•, STATE OF ((/ (8N)160-r600 i'�(s'..FL OMO P..•�G,\�� JR 032620 O UPDATED TO FBC 2020,ANCHOR TYPE TABLE RE01s17tA7fONs28296 SERIES 770 ALUM.SGD—LM IMPACT '�//S/ONAL orsney. me aerl•a oefe ® 6i°iYi°'� °�" a"• .'Vft we A.L�NNMILUik�b,E. JR 10/f01f4 SGD•770 NTS d 22 PG7i7130 O P,E.#58705 EXAMPLE CONFIGURATIONS 1)ALLCONFIG CONFIGURATIONS NOTES: 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB MAX.UNIT WIDTH MAX.UNIT WIDTH LOCATIONS USING DETAIL"JW',"Jc","KIP OR"Kd'INSTALLATION. EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE NOM.PANEL WIDTH NOM.PANEL WIDTH pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION PER TABLES 1-31 13 PER TABLES 1-3 t 13 CAN BE OXXXp. ter i 11 i &135°CORNER CONFIGURATIONS CAN BE A COMBINATION 1 19 O A 1 ¢ OF ANY 2 STRAIGHT CONFIGURATIONS. MAX.UNIT 3 Ja to i &H MAX.UNIT t3 19 1 1 I u R p 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3. HEIGHT / 1a 1 1 a z HEIGHT / PER TABLES 1-3 i PER TABLES 1-3 i "X"=OPERABLE PANEL, l o 'w l o w "O"=INOPERABLE PANEL, awe iaw� 'V=POCKET POCKET I h POCKET I DETAIL LETTER -J'�r---� -1,r---� �v!'=WOOD OR METAL INSTALLATION 1-PANEL 2-PANEL �'' CONFIGURATIONS CONFIGURATIONS 1 pmc'=CONCRETE INSTALLATION SHEET NUMBER MAX.UNIT WIDTH MAX.UNIT WIDTH DLO WIDTH=NOM.PANEL WIDTH-7" NOM.PANEL WIDTH A NOM.PANEL WIDTH DLO HEIGHT=DOOR UNIT HEIGHT-10.125" PER TABLES 1-3 1 1 1 PER TABLES 1-3 12 13 1 13 1 PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" 1 19 Jw Jc I 1 13 19 19 19 J 14 I a 1 13 9 19 14 14 iQq�. MAX.UNIT 1 1c 19 9 19 14 1 Iv�w q9A MAX.UNIT 1 i3 to I z a°-y HEIGHT I o y HEIGHT 19 t9 Ioe PER 3 is t9 1 iWww PER TABLES 1-3 I Y 2 w IpO��TABLES 1-3 h X � � W POCKET S h L POCKET uWi —��r--� —sir---� 3-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS c PRODUCT REVISED w c 13 1 13 1 13 as complying with the Florida Building Code NOA-No. 20-0429.09 MAX.UNIT WIDTH MAX.UNIT WIDTH Expiration Date:22/1712025 NOM.PANEL WIDTH w Ac w c NOM.PANEL WIDTH 1 3 Miami-Dade Product Control PER TABLES 1-3 PER TABLES 1-3 —rw Ic 1 1 1 9 9 19 4 1c I 1 1 1 c 18 19 9 14 ib o �i MAX.UNIT 19 z SEE MAX.UNIT I Z n B HEIGHT o � NOTE HEIGHT 13 19 19 9 s / 1 F a PER /a / 2,THIS PER TABLES 1 3 w TABLES 1-3 SHEET. t I I I I I I o POCKET dall i EXTERIOR 1 13 CEN,gF 5-PANEL CONFIGURATIONS CORNER,TYP. 1 3 No.58705 _,�; (OUTSIDE CORNER SHOWN, _ - INSIDE CORNER SIMILAR) 0 iz- 10707ECHNOLOOYf7RI11E a°Wr �OK TATE OF ,•'(VCR N.YENMEFL34276 EXAMPLIF CONFIGURATIONS %C� ' 't0RIDI a- REGrsmA•noNttt92se SERIES 770 AL UM.SGD-LM IMPACT ''rS;0NAL IENG JR 032d/IO D NO CHANGES THIS SHEET. �' eK oo� — A.LYNN MILLER,P.E. 7 ,o„GH4 a�.am c.r: ® SGD•770 NTS 2 d 22 PGTO130 D P.E.#58705 EXAMPLE CONFIGURATIONS CONFIGURATIONS NOTES: MAX.TESTED UNIT WIDTH= 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS 355-7/16"@ 96"HEIGHT POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB 300-1/4"@ 120"HEIGHT LOCATIONS USING DETAIL"Jw","Jd',"Kw"OR"Kd'INSTALLATION. NOM.PANEL WIDTH vwv G W C c EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE PER TABLES 1-3 t3 t3 t t3 pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION Je i CAN BE OXXXp. 1 3 QW9 KIP kliv 1B t4 t4 I L2)90°&135°CORNER CONFIGURATIONS CAN BEA COMBINATION Im MAX.UNIT 13 19 B 9 OF ANY 2 STRAIGHT CONFIGURATIONS. HEIGHT, 1 t3 is to 9tin 12L 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3. 96"OR 120" "X"=OPERABLE PANEL, '.0"=INOPERABLE PANEL, POCKET 6-PANEL CONFIGURATIONS F—DETAIL LETTER MAX.UNIT WIDTH WOOD OR METAL INSTALLATION ®11 "c"=CONCRETE INSTALLATION NOM.PANEL WIDTH 1 13 t 13 1 t3 LSHEET NUMBER PER TABLES 1-3 t t3 19 tB tf�si DLO WIDTH=NOM.PANEL WIDTH-7" 19 1 I DLO HEIGHT=DOOR UNIT HEIGHT-10.125" o'w^ PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" M UNIT t 13 is 1 t9 is 74 t I o i 0 HEIAX.GHT t t3 t 9 19 l a w PER TABLES 1-3 / / / / / / 12 it- 7 POCKET is w —sad--- 7-PANEL CONFIGURATIONS PRODUCT REVISED 1 1 13 as complying with the Florida Building Code NOA-No. 20-0429.09 MAX.UNIT WIDTH Expiration Date.02/117/2025 By;_15--2 1.1'4 NOM.PANEL WIDTH w9 Miami-Dade Product Control PER TABLES 1-3 t t3 3 Jw Jc 1 19 t 1 MAX.UNIT t3is is t9 is s is 4 1` io0QHEIGHT 1 13 is 9 19 s 19 / I F PER TABLES I-3 / / / / / / / Io�W \\\Illlii� 1 PocKET 1a�` LYNN iiL I ��.' �\GENSF'•.C�� 8-PANEL CONFIGURATIONS -sir J 1 NO.58705 10707EG/NOLOOYDRIVE ate' MAIE. � ((7` N.VENIC�FL 31P7B EXAMPLE CONFIGURATIONS (� ."ZORIOP.•'' JR 032620 NO CHANGES THIS SHEET. REGISTRAT10N09M SERIES 770 ALUM.SGD-LM IMPACT �� s.�aek �' a1°r �oAn �.r A.LVNN MILLER P.E. Q JR 101ttY14 ® sco-no NTS 3 d 22 PGTO130 D P.E.#587B5 GLAZING DETAILS (G3, G3A, G4, G4A, G5&G5A) 7116"NOM. 7/16"NOM. 1"NOW 3/16"HS GLASS 3/16"HS GLASS 3116"HS GLASS .090"PVB .090"PVB .090"SG 3116"HS GLASS - 3/16"HS GLASS 74 3/16"HS GLASS 74 3/8"AIR SPACE 74 82 3/16"T GLASS 62 _ 83 (� EXTERIOR 3GLASS EXTERIOR 3GLASS 124-127 3/4"NOM. `+ BITE < BITE GLASS BITE EXTERIOR 80 80 'j 79 54 54 65 7/16"LAMINATED GLASS,TYPE G3 7/16"LAMINATED GLASS,TYPE G4 1"LAMINATED I.G.GLASS,TYPE G5 9/16"NOM. 9/16"NOW. V NOW 3/16"HS GLASS 1/4"HS GLASS 1/4"HS GLASS .090"PVB .090"PVB .090"SG 3/16"HS GLASS 1/4"HS GLASS 74 114"HS GLASS 74 5116"AIR SPACE 74 1/4"T GLASS PRODUCT REVISED e2 82 as complying with the Florida 83 Building Code NOA No. 20-0429.09 3/4"NOM. 3!4"NOM. Expiration Date:02/17/2025 EXTERIOR EXTERIOR 3I4" SS GLASS GLASS 124-127 GLASS a BITE a BITE BITE By:—I cti-p EXTERIOR Miami-Dade Product Control 81 81 a 79 54 54 55 9/16"LAMINATED GLASS,TYPE G3A 9/16"LAMINATED GLASS,TYPE 134A 1"LAMINATED I.G.GLASS,TYPE 135A II! i GLAZING NOTES: No.587o5 "ANN"=ANNEALED "HS"=HEAT STRENGTHENED --O "T'=TEMPERED SEE SHEET 15 FOR SPACER DETAILS. __� •, �; 1070 TEChN0(.O0YDRIVE Dp00� TATE 0 •� "PVB"=.090"TROSIFOP PVB BY KURARAY AMERICA,INC. ' T'•. "SG"=.090"SENTRYGLAe BY KURARAY AMERICA,INC. N(w)� 5 _GLAZING DETAILS ;�Fs '•�*.... JR 032520 Q NO CHANGES THIS SHEET. REDISTRAnoN029296 SERIES 770 ALUM.SGD-LM IMPACT ''////oNA� it A.LYN�•I MILL�R.P.E s D•77o /NTS 4 d 22 PGT0f30 D REA58705 JR f0/fOH4 GLAZING DETAILS(G6, G6A, G7, G7A, G8&G8A) 1"NOM. 7/16"NOM. 1"NOM. 3/16"HS GLASS 3116"ANN GLASS 3/16"ANN GLASS .090"SG .090"SG 3/16"HS GLASS .090"SG 3/16"ANN GLASS 3/8"AIR SPACE 74 3/16"ANN GLASS 74 3/8"AIR SPACE 74 3/16"T GLASS 82 3/16"T GLASS 83 � 3/4"NOM. EXTERIOR 3/4"NOM. 3/4"NOM. 1z4-1z7 GLASS 7 GLASS 124-127 GLASS BITE BITE BITE EXTERIOR EXTERIOR a 80 79 79 55 54 55 1"LAMINATED I.G.GLASS,TYPE G6 7/16"LAMINATED GLASS,TYPE G7 1"LAMINATED I.G.GLASS,TYPE G8 1"NOM. 9/16"NOM. 1"NOM. 3/16"HS GWA 3/16"ANN GLASS .091/4"ANN GLASS .090"SG 3/16"HS .090"SG 3/16"ANN GLASS - 74 AIR SP 1/4"ANN GLASS 74 5/16"AIR SPACE 1/4"T GLAS 1/4"T GLASS 82 PRODUCT REVISED B as complying with the Florida Building Code EXTERIOR 3/4"NOM. NoM9o. 20-0429.09 124-127 GLASS 1127 Expiration Date:02/17/2025 BITE EXTERIOR BY°MlamI-Dade Product Control !`Y'iEXTERIOR8,79 7954 1"LAMINATED I.G.GLASS,TYPE G6A 9/16"LAMINATED GLASS,TYPE G7A 1"LAMINATED I.G.GLASS,TYPE 138A .``V 00 YNN ••<,1GENSF GLAZING NOTES: �:� No.58705 - "ANN"=ANNEALED "HS"=HEAT STRENGTHENED -?�9 (A _ SEE SHEET 15 FOR SPACER DETAILS. "T'=TEMPERED = '•, N oZO "PVB"=.090"TROSIFOP PVB BY KURARAY AMERICA,INC. 7VM/C-P, OGYDRNE o ;O� STATE F ,.�� "SG"=.090"SENTRYGLA&BY KURARAY AMERICA,INC. Flfs 34275 GLAZING DETAILSi� s .,F[ORID ,-G§oHO CHANGES THIS SHEET. nermzas SERIES 770 ALUM.SGD-LM IMPACT ''pis TON1AIL1 1��\`, A.LYNN I.IILLER,P.E. ®F scan0 NTS S 22 PGT0130 D P.E.s58705 JR 1Q/10/14 TABLE 1: TABLE IA: Design Pressure(DP)and Anchor Quantities Required, Maximum DP for all sizes: Sill Height to Max.(+)DP (for all approved configurations on Sheets 2&3) +60/-60 psf (Water Infiltration Rating) For comer astragal anchorage on 90"or 135'comer units,see sheet 11 (May be limited by Table 1A) Sill Riser Height Door Unit Height (+)Design 9 (Flat heel 1,see Pressure,psf ' Table applies to Glass Types 3, 8(- 64" 90= 96" Sheet 17) 3A,5,5A,7,gal g&SA and 69-7/8"DLO 73-7/8"DLO 79.7/8"DLO 85-7/8"DLO Flush-1-1/2" see note 3 the Stile/Astragal Types shown Low-2-1/2' +46.67 belay Anchor Group Anchor Group Anchor Group Anchor Gmup Medium-3-1/4" +60.0 A 8 C D A B C D A B C D A B C D High-4" +60.0 ea Sill CA+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 24" DLO Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 e 8 g SEE NOTES 1-3 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 g Head/Sill 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 S DLO Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 Head/Sill C4+1 C4+1 04+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 C4+1 36" Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 DLO a P-hook 1 6+7 6+7 1 6+7 6+7 7+8 1 7+8 7+8 7+8 7+8 7+8 7+8 7+11 7+8 7+8 7+8 7+8 c 35" Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1C4+1 C4+1 OH LENGTH E 42" DLO Jamb 8 8 8 8 8 8 8 8 8 8 8 8 ig P-hook fi+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+g 7+8 7+g 7+8 7+8 L41, Head/Sill C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 = OOI OH RATIO z 1 48" DLO Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 =OP-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 _0 FOR EXAMPLE ON USING TABLE,SEE SHEET 8. NOTES: OH RATIO=OH LENGTH 1)POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1/4"SILL. OH HEIGHT 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 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 IA. 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" as complying with the Florida ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. Building Code 29.09 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. PANEL HEIGHT= NOA-No. 20.04 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. DOOR UNIT HEIGHT-1.866" Expiration Date:02/7712025 2025 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. By: 1"",t.44—" . Miami-Dade Product Control Interlock P-hook Lockstile @ Jamb Straight Astragal Lockstile @ 90'Astragal Lockstile @ 135-Astragal Lockstile @ Assembly Straight Astragal Assembly 90°Astragal Assembly 135"Astragal Standard Stiles Standard Stile Standard Stile Standard Stile Standard Stile Heavy-dutyStlle Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Standard Astragal Outside Corner outside Inside Comer Corner jL .. I114j/ Corner o4!cm InsIJ.---Ej!f41ES I PEE7T--ff utside `�`�� .... .....Mid,':. Inside Corner Corner _�•. \GENSF'•.•(� Part#60(Stile) Part#61(Stile) Part#119(0ut.) Part#61(Stile) * No.58705 Part#60(x2J Part#60 Part#60 Part q60 Part#118(Corner Parts#31&#32 Part#61 - Part#67(Astragal) Part#120(In.) _ //II'' - Receiver) (Corn.&Fxd Mount) - [/` oZ 11a� - :�Q•'• STATE OF <C/�--: 10707ECWJ0L0crDRlvE e�aa n F At1J�1 6 DPANDANCHORAGE �S600 '9 , ,,NAL ECG"`• RJR OY1620 D -CHANGES THIS SHEET. RW/�nCN SERIES 770 ALUM.SGD-LM IMPACT t r r I I I I I I%'`' aa►m — are A.LYNN MILLER P.E. —JR lW10/14 0� ® SGD•77a AITS 6 a 22 PGT0130 � P.E.#58705 TABLE 2: Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) Maximum DP for all sizes:+601 J60 For corner astragal anchorage on 90'or 135"comer units,see sheet 11 (May he limited by Table 2A) Door Unit Height Table applies to Glass Types 4,4A, 80" 84° 90" 96, 102' 108" 114" 120" 6,6A,7,7A,8&SA and the 69.718"DLO 73.718"DLO 79-718"DLO 85-718'DLO 91-718"DLO 97-7/8"DLO 103-7/8'DLO 109.718'DLO Stile/Astragal Types shown below. Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A B C D A B C D A B C D A B C D A I B I C I D A B C D A 8 C D A B C D Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+ C4r C4+1 C4+ C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 +1 C4+1 C4+1 24' DL0 Jamb 8 8 S 8 e 8 8 8 8 8 8 8 8 8 8 a 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 0-ook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+B 7+8 7+9 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 23* Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 G4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 CA+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 C4+1 C4+1 C4+1 C4+1 30' DLO Jamb 8 8 S 8 8 a 8 8 8 8 8 8 8 B e 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 P�look 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 29. Head/Sill 04+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 ;8 36' DLO Jamb 8 B 8 8 8 8 8 8 8 8 8 8 6 8 8 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 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 9+10 9+10 9+10 9+10 9+10 9+10 9+10 g+10 Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C5+1 C5+1 C4+1 C4+1 a 42' D O Jamb 8 8 S B 8 8 8 a 8 8 8 8 B 8 8 8 10 10 10 10 �Cl 10 10 10 10 10. 10 10 12 10 10 10 P�loek 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 Head/Sill C4+2 C4+2 C4+2 04+2 C4+2 C4+2 C4+2 C4+2 C4+2 04+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 04+2 C4+2 C5+2 C4+2 SAL 2 C5+2 CS+2 C5+2 C5+2 C5+2 C5+2 C5r2 C5+2 z 48. 41 DLO Jamb S 8 8 a 8 8 8 a 8 8 8 8 10 8 8 8 10 10 10 10 10 10101210 10 10 12 10 10 10 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 a*9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 Head/Sill C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 DLO Jamb 8 8 8 8 8 8 8 8 10 a 8 8 10 8 8 8 P -hook6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 1+8 .7+8 7+8 7+8 7+8 7+8 7+8 Not ava(lable in these sizes C4+2 C4+2 C4+2 C4+2 C4+2 (71+2 C4+2 C4+2 C4+2 C4+2 C4*2 C4+2 C4+2 C4r2 C4+280" DLO a B S 8 8 8 a 8 10 S 8 8 10 a6+7 6+7 1 6+7 1 6+7 7+8 1 7+8 1 7+8 1 7+8 1 7+8 1 7+8 1 7+8 1 7+8 1 7+0 1 7+8 1 7+8 1 7+6 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 I DOOR UNIT HEIGHT-10.126' (NEGATIVE PRES.UNCHANGED).SEE TABLE 2A. (Water Infiltration Rating) OH LENGTH 3 4",3-1/4"AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" = PANEL HEIGHT= Sill Riser Height SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX. (+)Design t0 DOOR UNIT HEIGHT-1.866" POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY Sheet 17(Flat or Box,see Pressure,psf w= OO OH RATIO 21 PRODUCT REVISED AN OVERHANG COMPLYING WITH THE CURRENT FBC(SEE ADJACENT DIAGRAM);THIS CONDITION IS ) 2 p as complying with the Florida NOT RATED FOR WATER INFILTRATION. Flush-1-1/2" see note 3 p Bullding code 29.09 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. Low-2-3-1/1/2" +46..0 Non-No. 20.0412025 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. Medium-3-1/4" +00.0 By- apira 1. Date:02I1712025 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE High-4° *60.0 OH LENGTH BY I' INSTALLED. SEE NOTES 1-3 OH RATIO= OH HEIGHT Miami-Dade Product 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 Lockstile @ Jamb Straight Astragal Lockstile @ 90°Astragal Lockstile @ 135"Astragal Lockstile @ 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-duty Stile Heavy-duty Stile Standard Astragal Outside C Inside Outside Comer Corner I111111I111 oO N/V'�/' Insideide ZCrnre7Tf Corner Outside �ICENSF •C� Corner Part#61(Stile) Part#61(Stile) part#119(Out.) Part#61(Stile) _�. No.58705 Part#61(x2) Part 1161 Part#61 Part 1161 Part#118(Corner Parts#31&#32 Part#61 - _ Part#67(Astragal) Part#120(In.) _"O G - Receiver) (Corn.&Fxd Mount) � , 10707EC7W0L0GYORNE o � •, STATE OF ;'(v44/_ Nmdca FL34M DPANDANCNORAGE iC� •'•'LORIDP,.•' (941)480.1e90 [jj� Go. rr. ANAL ot032620 p NO CHANGES THIS SHEET. REGISTR4PON00299SERIES 770ALUM.SGD-LM IMPACT '7l„11111111� JR s.mtese s,as a..e wwrnta an: A.L E MILLER,P.E. RJR 10/1WI4 a� ovc S NT.S 7 - PGTO190 R P.E.#58705 TABLE& TABLE 3A: Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) Maximum DP shown below Sill Height to Max.(+)DP For comer astragal anchorage on 90"or 135"comer units,see sheet 11 (May be limited by Table 3A) (Water Infiltration Rating) Door Unit Height Sill Riser Height Table applies to Glass Types 4,4A, 80" 84" 90. 96" 102" 108" (Flat or Box,see (+)Design 6,EA,7,7A, 8&8.A and the 69 7/8"DLO 73-718"DLO 79-7/5'DLO 85-7/9'DLO 91-718"DLO 97-7/8"DLO Sheet 17) Pressure,psf StllelAstragal types shown below. Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Flush-1-112" see note 3 A B1 C I D I A I B I C I D I A I B I C I D I A I B I C D A I B C D A I B C D Design Pressure +/gp,0 f +l+i2.5 psf +1-75.0 psf Low-2-11Y +48.87 17" HeadlSlll C4+1 C4+1 C4+1 C4+i C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 Medium-3-1/4" +60.0 24" DLO Jamb 8 8 8 8 8 8 8 8 B 8 8 e 8 8 8 8 10 10 10 10 10 10 10 10 High-4" P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 1 7+8 1 7+8 7+8 7+8 1 7+8 17+8 7+8 8+9 1 8+9 1 E 8+9 a+9 1 8+9 8+9 8+9 SEE NOTES 1-3 Design Pressure +/--90.0 psf +1.82.5 psf +1-75.0 psf 30" 23" Head/Sill C4+1 1 C4+1 1 C4+1 I C4+1 C4+1 1 C4+1 1 C4+1 1 C4+1 C4+1 C4+1 C4+1 1 C4+1 1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 t DLO Jamb 8 8 8 8 8 8 8 8 10 8 8 8 10 8 8 8 10 10 10 10 10 10 10 10 P-hook 6+7 1 6+7 1 6+7 1 6+7 1 7+8 1 7+6 1 7+8 1 7+8 7+8 1 7+8 1 7+8 1 7+8 1 748 1 7+8 1 7+8 1 7+8 8+9 8+9 g+9 8+9 8+9 8+9 8+9 8+9 _ Design Pressure +/-90,0 psf +/$2.5 psf +/-75.0 psf Z. CDesignPiessura C4+1 C4t1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C5+1 CS+i C4+1 C4+1 C5+1 C5+1 C4+1 C4+1 C5+1 C5+1 C4+1 C4+1 L DLO 10 8 8 8 10 8 8 8 10 8 8 B 12 10 8 8 12 10 10 10 10 10 10 10 c 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7t8 7+B 7+t3 7+t1 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 B +/-90.0 psf +/-82.5 psf +/-75.0 psf35" C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C5+2 CS+2 C5+2 C5+2 C5+2 C5+2 CS+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 CS+2 C5+2 C5+2OH LENGTH42 DLO 10 8 8 8 10 8 8 B 12 10 8 8 12 10 8 8 12 10 10 10 12 10 10 10 = P-twok 7+8 7+8 7+8 7+8 7+8 7+8 7+g 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 W 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 Design Pressure +/90.0 psf See Nate A ow. +/•82.5 psf +1-75.0 psf = OH RATIO Z 1 41" Head/Sill C5+2 C5+2 C4+2 C4+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C64 C. +2 C5+2 C6+2 C6+2 C5+2 C5+2 C8+2 06+2 C5+2 05+2 x ❑ DLO Jamb 10 8 8 8 12 10 8 8 12 10 e 8 14 12 8 8 14 12 10 10 14 10 10 10 P-hook 1 7+8 1 7+8 1 748 1 7+8 1 8+9 1 8+9 1 8+9 1 8+9 8+9 1 3+9 1 8+9 8+9 9+10 9+10 +10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 NOTE A:+/-90.0 PSF FOR GLASS TYPES 4, A,6,6A,7A, 8&BA; +/-87.1 FOR GLASS TYPE 7 EXAMPLE ON SHEET 9 NOTES: OH LENGTH = 1)POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4"SILL. OH HEIGHT 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 RATIO NOM.PANEL WIDTH-7" DP IS 60.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).SEE TABLE 3A. DLO HEIGHT= 3)4",3-1/4"AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2"SILL IS NOT AND DOOR UNIT HEIGHT-10.125" PRODUCT REVISED MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN as complyin with the Florida TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA Building Coda BUILDING CODE(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. PANEL HEIGHT= Nof-No. 20-0429.09 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. DOOR UNIT HEIGHT-1.866" Expiration Date;02/17/2025 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. By._1'-7,1. 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. Miami-Dade Product Control 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 Lockstile @ Jamb Straight Astragal Lockstile @ 90"Astragal Lockstile @ 135"Astragal Lockstile @ 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-duty Stile Heavy-duty Stile Heavy-duty Astragal Outside Corner Inside _1' Outside Comer i'a[i'- 1�•y Corner C�ov (, \\1111111 Inside� `��` ONY LYN/y��•,� Inside Corner' Corner OOtsede ;�a��.•' \CENgC'•. Part#61(Stile) Part#61(Stile) part#119(out) Part#61(Stile) No.58705 Part#61(x2) Part#61 Part 1161 Part#61 Part#118(Corner Parts#31&#32 Part#61 •: *_ Part#68(Astragal) Part#120(In.) - - Receiver) (Corn.&Fxd Mount) l070TECNNq.OGYDRNE 20':•lu; O�•. S ATE O (V. Nam„ L3 6 DPANDANCHOWE i�s '•"40RID?.••'G\?: " JJR d312&20 D NO CHANGES THIS SHEET REGlsfrunav ae S�EYRIES 770 ALUM.SGD-LM IMPACT ��'/S;�NAL 01 \`� A.LYNN MILLER,P.E. —JR 00110114 raenne awc ® SGr1770 NT$ 8 a 22 PGT0130 D P.E.#597D5 NO FRAME "9+10"P-HOOK ANCHORAGE CONSISTS OF: SEE"C5"CLUSTER SEE JAMB (9)P-HOOK ANCHORS, MAX.UNIT WIDTH DETAILS,SHEET 10 SPLICE REQUIRED @ (PERPENDICULAR TO GLASS SEE"C5"CLUSTER SEE"C5"CLUSTER DETAILS, FOR ASTRAGAL EXTERIOR PLANE SEE TABLE 2,SHEET 7 DETAILS,SHEET 10 FOR REQUIRES"C6" SHEET 10 FOR INTERLOCK NOTE, ) 24"MAX.O.C. THIS POCKETS AND INTERLOCK CLUSTER,SEE 48"NOM. DETAILS,SHEET 11 x SHEET SEE POCKET (10)P-HOOK r------ - xPANEL WIDTH x JAMB MOUNTING 1 x x x x f x x x %xx x x x 6"MAX• INSTALLATION, ADAPTER I 6°MAX. (oj-j x x x x" x x xx x x x x x� *.:..•, THIS SHEET ANCHORS MIDWAY I 1 I°I, WMAX. xx &SHEET 14 BETWEEN P-HOOK 1 I o I 4 PAIRS OF ANCHORS&AT 3" i x=FRAME x ANCHORS :`'a ,: FROM TOP& i 14"MAX.O.C. I l o ANCHORS 96" % (TOTAL 8 BOTTOM o UNIT 21"MAX. ANCHORS) 4.051" 8"MAX.TO OPENING i y° I®I n®=P-HOOK HEIGHT O.C. PER JAMB EDGE OF POCKET SEE I w o I°�1' O ANCHORS x x (SEE JAMB I z°� ® MAX.O.C.INSTALLATION I� %n DETAIL DETAILS'Jc'&'Kc', 1�ti ®' I I 1 Z BELOW) END PANEL SHEET 14&PART i Imo-,j I I Io i I ;o=MOUNTING ANCHORAGE DETAILS'J'&'K', i h ®' MOUNTING 24"MAX. 2 ANCHORS SHEET 19 FOR 1 8 Io i + 3"MAX. ADAPTER x W I I r % ( ) 14 ! lol� ANCHORS % O.C. P-HOOK L-____s_M - _ x x x x END PANEL "+2° ANCHORS x, x%, xx x x x x x x x ANCHORAGE END PANEL , x x x xx x' x 6"MAX. ANCHORAGE(SEE ANCHORAGE '-� x, x x x x , x, SKETCH BELOW) ' (SEE SKETCH BELOW) ��.+2" �.12' ��+2" ANCHORAGE N CENTERLINE 8"MAX.•TYP. ANCHORAGE ANCHORAGE ANCHORAGE ANCHORAGE OF PANEL 1 2.04" 24"MAX. EXAMPLE:5-PANEL,2 TRACK,90"OUTSIDE CORNER-pXXIXXO-EXT.MOUNT POCKET ANCHORAGE PLAN: O.C. 48"x 96"NOM.PANELS,ANCHOR GROUP C IN CONCRETE SUBSTRATE(SEE TABLE 3,SHEET 8) 6„ SPLICE NOTE: ANCHORAGE EXAMPLE NOTES: NON-STRUCTURAL l 1)APPROVED ANCHORS:SEE TABLE A,SHEET I END PANEL ANCHOR EXCEPTION,(^+r ANCHORAGE CNLY): ANCHORS MAY BE ADDED T— I 2)ANCHOR LOCATION SPACING FOR ANCHOR DISTANCE NEXT AS NEEDED TO ALIGN THE T CLUSTER TO BE EXTERIOR HEAD OR SILL IF A SPLICE QUANTITIES SPECIFIED IN TABLES 1-3.SHEETS 6-8: C� OCCURS AT THE P-HOOK. 48 CENTERLINE OF 24"O.C.OR LESS 21" NOM. • INTERLOCK HEAD&SILL:8"MAX.FROM FRAME CORNERS. MAX PANEL USE SPECIFIED CLUSTER FROM APPROPRIATE PRODUCT REVISED SEE"C5"CLUSTER TABLES,SHEETS 6-8 AT EACH INTERLOCK AND O.C. as complying with the Florida WIDTH DETAILS,SHEET 10 • cwEWJNEOFENDPANEL Building Code FORINTERLOCK STRAIGHT AND CORNER ASTRAGAL LOCATION, ANCHORSATTHE MIDPOINT OF END PANELSAREONLY NOA-No. 20-0429.09 PLUS SPECIFIED QUANTITY OF ADDITIONAL REQUIRED IF THEO.C.DISTANCETOTHE NEXTANCHOR 5•1m„ Expiration Dale:02H429.09 "+2"ANCHORAGE INTERMEDIATE ANCHORS PER PANEL. CLUSTER IS OVER 24•.OTHERWISE ANCHORS ARE NOT 7/2025 3.5" ADDITIONAL ANCHORS 24"O.C.MAXIMUM. REQUIRED AT THE MIDSPAN AS PER THE FIGURE ABOVE: 6 MAX By; s•-� t•G!,1 Mlarn Dade Product Control CENTERLINE JAMBS&P-HOOKS:6"MAX.FROM BOTTOM,21"MAX.ANCHOR PAIR O.C.(JAMBS),14"MAX.ANCHOR OF PANEL 2 O.C. (P-HOOK)UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES,SHEETS 6-8. SEE 2-TRACK P-HOOK ANCHOR DETAILS ON SHEET 14. FRAME JAMB "+2"ANCHORAGE ANCHOR PAIR - REQUIRES SEE"CS"CLUSTER END PANEL CENTERLINE CENTERLINE "C6"CLUSTER,SEE OF DETAILS,SHEET 10 OF ANCHORAGE -\-I • I DETAILS,SHEET II I INTERLOCK FOR ASTRAGAL ASTRAGAL (2ANCHORS) 81, i4.051" 1 3.5" I MAX. I~ n CENTERLINE CENTERLINE CENTERLINE OF PANEL 5 =s No.58705 EXTERIOR V OF PANEL 3 +2"ANCHORAGE I OF PANEL 4 "+2"ANCHORAGE Imo' - SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS ; ,• G }[7:�M1 1070TECHNOLOGYDRWE �MK so STAEZ��O •( ` N.VENYCEI FLt SW5 ANCHORAGE SPACING&EXAMPLE PLANS ,FLORIDI" JR =6/20 p NO CHANGES THIS SHEET. REGISTRANONR202d0 SERIES 770 ALUM.SGD-LMIMPACT //ZONALE'G�� _ sarum.e rak a"e o'A+ow° A.LY�1�71(�I a-"P.E. pnJR lWlOI14 �� doe ® SGD-770 NTS 9 °�22 PGT0130 O P,E.S 68705 ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR ASTRAGAL OR 6"DIAG. (FOR SPLICE INTERLOCK SPLICE LOCATION 2.04" INTERLOCK IF NEEDED INTERLOCK•�I CONDITION,USE IF NEEDED 2.04" CENTERLINE I CENTERLINE "C6"CLUSTER DETAIL) CENTERLINE 3.5" 7" 7,. 3.5„ 1.75" EXTERIOR 6"DIAG. 1.75" 21" 4'D G. "DIAG. MAX. O.C. EXTERIOR 2.04" 2.04" 4" 21" f Y 5.64" MAX• EXTERIOR 3'S11 EXTERIOR 4"DIAG. EXTERIOR a7W- 3 O.C. �1 7" ERI 7^ v 2-TRACK FRAME HEAD/SILL v 2-TRACK FRAME HEAD/SILL V 6"MAX. 2-TRACK FRAME HEAD/SILL 5.64" @ ASTRAGAL OR INTERLOCK (a)ASTRAGAL OR INTERLOCK an.ASTRAGAL OR INTERLOCK �— TRACK (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER FRAME JAMB 6„Mpx ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C5") ANCHORS ARE REQUIRED,"C6") ANCHOR PAIR 4-TRACK ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 6"DIAG. FRAME JAMB INTERLOCK4 I`F NEEDED INTERLOCK' CONDITION,USE INTERLOCK- IF NEEDED EXTERIOR `RI ANCHOR PAIR CENTERLINE I CENTERLINE i "CIS"CLUSTER DETAIL) CENTERLINE 3 5„ 2.04" 3.5" 7" ANCHORS MAY BE INSTALLED 21" EITHER IN THE EXT.OR INT. 0 2."' "61" "DIAG. MAX. TRACK(INT.SHOWN) 4.08" 4.06" O.C. I 2.04" NOTES: 5�„ 1.ALL DIMENSIONS SHOWN ARE BASED ON MIN. EXTERIOR 7„ EXT�EIR,IOR 7„ 4"DIAG. EXTERIOR ALLOWED. 3 TRACK FRAME HEAD/SILL �/ 3-TRACK FRAME HEAD/SILL 6"MAX. 2.FOR HEAD OR SILL SPLICE 3-TRACK FRAME HEAD/SILL LOCATIONS/ANCHORAGE AT an ASTRAGAL OR INTERLOCK 0-ASTRAGAL OR INTERLOCK (a,)ASTRAGAL OR INTERLOCK P-HOOK SEE SHEET 9. (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER 3-TRACK FRAME JAMB ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"CV) ANCHORS ARE REQUIRED,"C6") ANCHOR PAIR PRODUCT REVISED FOR SPLICED as complying with the Florida ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR ASTRAGAL OR (FOR SPLICE Building Code (FOR SPLICE CONDITION,DO NOT CONDITIONS ONLY: NOA-No. 20-0429.09 INTERLOCK I IF NEEDED INTERLOCK INTERLOCK USE THIS DETAIL) CONDITION,USE SPLICE LOCATION Expiration Date:02/17/2025 CENTERLINE CENTERLINE I CENTERLINE "C6"CLUSTER DETAIL) IF NEEDED I.1 ,.,. 1.75" 3.5" 3.5' sr.— i.. a ,5 3 5" 3.5" 7 Mlaml Dade Product Control 2.04" 4"DIAG. 2.04"' 4"DIAG.1 2.04' 2.04" 5.37"DIAG. 4"DIAG. 4.06" 4"DIAG. M 2.04" II n EXTERIOR EXTERIOR EXTERIOR 3.5" �.` O\V LYN/v n R LIGENy" l i 4-TRACK FRAME HEAD/SILL `0 4-TRACK FRAME HEAD/SILL V 4-TRACK FRAME HEAD/SILL Q�: P '�Ct`�% (a)ASTRAGAL OR INTERLOCK (ED ASTRAGAL OR INTERLOCK @ ASTRAGAL OR INTERLOCK _ No.58705 (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,"C6') _ s1 ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C5") WITH&WITHOUT SPLICE CONDITION 0; Va ; 10707ECHNOLODYDRNE %O F µ VEWCE,FLi) i P076 ANCHORAGE,EXAMPLE CLUSTERS ��`�'•.'ZORIOP•.•'G�C� � Alld JR 032fi20 D NO CHANGES THIS SHEET. REGISTRAT7ON020M SERIES 770 ALUM.SGD-LM IMPACT ''�iS�/C/�/INAL `EN a�nay. 0sR aro.a acr ® seeaebat sale mre avow aw: A.LWN MI�.LAR,P.E. JR 10/10/14 SGo-nD NTS 10 d 22 PGT0130 D P.E.O 58705 2.04"' 2.04" INTERIOR 2.04" INTERIOR 2.04" "+V ANCHOR INTERIOR J1Z' 7„ ?4"DIAG. 4"DIAG. 8.94" ° 6.12' 3.5" 3.6' INTERIOR INTERIOR 7" INTERIO INTERIOR 3. 1 1 CENTERLINE EXTERIOR EXTERIOR 4"DIAG. 4"DIAG. OF PANEL 3.5" 4�' 3.5" 4„ 3.5" 3 4„ "+2"ANCHOR EXTERIOR 8.94" 2.04" EXTERIOR 7" EXTERIOR 2.04" 7' 2.04" EXTERIOR 2.04" 2.04" 4"DIAG. 90°CORNER 90°CORNER 135°CORNER 135°CORNER 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 3.5" 1 (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER I _ CENTERLINE ANCHORS ARE REQUIRED,"� ANCHORS ARE REQUIRED,"C6") ANCHORS ARE REQUIRED,"24" ANCHORS ARE REQUIRED,"136") I�OF PANEL 4.08" INTERIOR EXTERIOR INTERIOR 4.08" "+1"ANCHOR "+3"ANCHOR 4„ 7.41" INTERIOR 3.5" INTERIOR 90° 7" 135° 2.04" EXTERIOR 4"DIAG. 3 3.5" 3.5" 4.08" 4.08" 7 7" 5.37" G. 5.37" AG. CENTERLINE CENTERLINE OF PANEL OF PANEL 2-TRACK FRAME HEAD/SILL EXTERIOR 3'S 4 3.5' 4 4 ON INTERMEDIATE ANCHOR LAYOUT 7n EXTERIOR 7' INTERIOR ALL s+2„ANCHOR 90°CORNER 135°CORNER EXTERIOR 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL lu VIEWS ("C6'ANCHOR CLUSTER REQUIRED (C6"ANCHOR CLUSTER REQUIRED AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4"DIAG.: PRODUCT REVISED as complying with the Florida Building Code INTERIOR 6.12" INTERIOR 2.04" NOA-No. 20.0429.09 2.04" 12„ 3.5" Explratlon Date.-02/17/2025 4„ EXTERIOR $88" CENTERLINE By. ? INTERIOR OF PANEL 1S— Miami-Dade Product Control INTERIOR 90° 3 5,� 135° "+3"ANCHOR 4„ 7n �„ 6.12" 4"DIAG. 6.12" " 3'5„ 4.08" 41-DIAG" 7" EXTERIOR 2.04" 3.5„ 4„ 4„DIAG. 3.5' 3.5" 1 �� I EXTERIOR 7� EXTERIOR 4' 2.04" CENTERLINE ��` NY LYNN '/1� 90°CORNER 135°CORNER �OFPANEL �` ��.•`;OENS••-... 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL Fa` F CB 4 TRACK FRAME HEAD/SILL ( "ANCHOR CLUSTER REQUIRED ("C8"ANCHOR CLUSTER REQUIRED INTERMEDIATE ANCHOR LAYOUT No.58705 AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) (3-TRACK SIMILAR) _ *r NOTES: --U q 1.ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. '• TE �- to7orECHNocoGroRrvE �r.K =O Ar re .� 2.DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE N.VENICE hi 34275 ANCHORAGE,EXAMPLE CLUSTERS IDENTICAL FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. f�fl�Pl600 nk 'i�S �ORI01', JR 032520 NO CHANGES THIS SHEET. REGISTRATIONO2RM SERIES 770 ALUM.SGD-LM IMPACT _ s.`dmt sues aws o.ryu. ar A.LY�1NIAlI1LLER},)4. a JR a10/14 ® SGO-770 NT$ 11 a 22 PG T0130 0 P.E.0 68705 it INSTALLATION DETAILS EMBEDMENT:SEE TABLE A;SHEEP 1 EMBEDMENT:SEE TABLE A SHEET 1 MIN.OF 3 THREADS BEYOND EDGE DISTANCE: EDGE DISTANCE: EDG;;ii THE METAL SUBSTRATE SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 PSEE EXTERIOR 2-1/16"• 2-1/16"• NOTES: 1/4" 1/4" 1/4" 1.ALL DIMENSIONS MAX. MAX. MAX. SHOWN ARE BASED r SHIM EXTERIOR SHIM EXTERIOR SHIM ON MIN.ALLOWED. EMBEDMENT: Tr 2.METAL OR WOOD SEE TABLE A, JJ I SUBSTRATES MAY BE SHEET1 USED FOR ALL FRAME WOODANCHOR TYP., 2X WOOD WOODANCHORTYP., METALTYP., P., TYPES PER TABLE A, 2X WOOD SHEET1. TYP.,SEE ANCHORSEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR NOTES NOTE 3,SHEEP 1 &TABLE A,SHEET 1 NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 4,SHEET 1 &TABLE A,SHEET 1 ®2-TRACK FRAME HEAD 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD `DIAGONAL O.C.1S w WOOD INSTALLATION ew WOOD INSTALLATION Cw 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 &TABLE A,SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A,SHEET 1 NOTE 4,SHEET 1 SEE ANCHOR ANCHOR ANCHOR MIN.OF 3 THREADS BEYOND NOTE 6,SHEET NOTES NOTES, THE METAL SUBSTRATE 1(1/4"MAX.) SHEET 1 SHEET 1� L::.• (1/4"MAX.) EXTERIOR EXTERIOR EXTERIOR I EMBEDMENT:SEE TABLE A,SHEET 1 2-1/16"• 2-1/16"• `r 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 2-TRACK 4a 3-TRACK FRAME SILL 4-TRACK FRAME SILL Dw WOOD INSTALLATION 6w WOOD INSTALLATION Fw METAL INSTALLATION EMBEDMENT:SEE TABLE A,SHEET 1 as complying with the Florida Building code EMBEDMENT:SEE NoA-No, 20-0429.09 TABLE A,SHEET 1 :GE�DISTANCE: Expiration Date:02/17/2025 SEE TABLE A, By: 1 s: 7 METAL TYP., Miami-Dade Product Control EMBEDMENT:SEE SHEETI TABLE A,SHEET 1 EDGE DISTANCE: SEEANCHOR 2X WOOD EDGE DISTANCE: O SEE TABLE A, NOTE 4,SHEET 1 SEE TABLE A, 2X WOOD SHEET 1 TYP.,SEE ANCHOR SHEET 1 TYP.,SEE ANCHOR NOTE 3,SHEET 1 NOTE 3,SHEET 1 2-1116" SMS ANCHOR TYP., 2-1/16"• SEE ANCHOR NOTES WOOD ANCHOR TYP., 2-1/16"` &TABLE A,SHEET 1 SEE ANCHOR NOTES WOOD ANCHOR TYP., MIN.OF 3 &TABLE A,SHEET 1 SEE ANCHOR NOTES THREADS kI I 1 I 1 i &TABLE A,SHEET 1 NY LYN ", EXTERIOR EXTERIOR BEYOND THE �� p ,,....,!V,� I EXTERIOR n METAL < I icENs'' �! 1/4"MAX.SHIM --11�- 1 F ! 1/4"MAX.SHIM -�I4f SUBSTRATE Q:' ;F� 1/4"MAX.SHIM Ir— = No.58705 2-TRACK FRAME JAMB jgjh 3-TRACK FRAME JAMB 4a 4-TRACK FRAME JAMB WOOD INSTALLATION Hw WOOD INSTALLATION Iw METAL INSTALLATION Q f0707150MOGYURNE aop a O� STATE O LJ�� NVE"'CE.FL 3W5 TANCHORAGE DETAILS S; •F�oRIOP•. -- "'"'°� REGiS7RAnGNF29256 SERIES 770 ALUM.SGD-LM IMPACT �S�OIVAL E�G JR 03/28R0 D NO CHANGES THIS SHEET. f 1 11 1 I 1 1%% owner. or: praaa ore.: ® ®"` e"�• 0 R A.LYNN MILLER,P.E. JR 00110114 SGD-770 NTS 12 d 22 PGT0130 D P.E.#58705 INSTALLATION DETAILS EMBEDMENT,SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 NOTES: CONCRETE EDGE DISTANCE:SEE EDGE DISTANCE: EDGE DISTANCE: 1.ALL DIMENSIONS PER TABLE TABLE A,SHEET 1 CONCRETE SEE TABLE A,SHEET 1 CONCRETE SEE TABLE A,SHEET 1 SHOWN ARE BASED A,SHEET 1 2-1/16"• PER TABLE 2-1l16"• PER TABLE 2-1/16"• ON MIN.ALLOWED. t A,SHEET 1 A,SHEET 1 1/4" •DIAGONAL O.C.IS EXTERIOR 'i. : ;•. ...r :: ...••ti:', :�r.;: .•: MIN HEAD&SI ) s,,. ..:•. ,_^.:;;.. •...•,. .. MAX. LL SHIM OR 6"(JAMB)SEE EMBEDSEE TAB E A, T MAX. EXTERIOR T 1/4 r DETAILS,11. SHEETS L EXTERIOR SHEET 1 SHIM a SHIM a PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& 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 CONCRETE D INSTALLATION Bc CONCRET joN 3-TRACK FRAME D INSTALLATION Oc CON RETEE I FRAME CONCRETE ANCHOR TYP., PROPERLY SECURED 1X 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& WOOD BUCK 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 SEE ANCHOR SEE ANCHOR NOTE 5,SHEET NOTE 5, NOTE 5, 1(1/4"MAX.) SHEET 1 SHEET 1 1 (1/4"MAX.) (1/4"MAX.) - u r..r• 1 EXTERIOR 1 EXTERIOR _ ,� ^i' 1 EXTERIOR �L '+ .y.• a 2-1/16 a a CONCRETE 2-1/16"• 2-1116"• PER TABLE EDGE DISTANCE: CONCRETE EDGE DISTANCE: CONCRETE EDGE DISTANCE: A,SHEET 1 SEE TABLE A,SHEET 1 PER TABLE SEE TABLE A,SHEET I 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 Dc ME SILL CONCRETE NSTALLATION Ec COME SILL jffi� NCRETCK E NSTALLATION Fc COME SILL NCRETCK E NSTALLATION EMBEDMENT:SEE y PRODUCT REVISED TABLE A,SHEET 1 as eompying with the Florida Building Code EMBEDMENT:SEE NOA-No. 20-0429.09 TABLE A,SHEET 1 �1 EDGE DISTANCE: Expiration Date:02/17/2025 " EDGE DISTANCE: SEE TABLE A, EMBEDMENT:SEE CONC./CMU ANCHOR SEE TABLE A, PROPERLY SECURED w SHEET 1 By: I,.•,• TABLE A,SHEET 1 —� TYP.,SEE ANCHOR SHEET 1 1X WOOD BUCK TYP..3. Mlaml Dade Product Control SEE ANCHOR NOTE 3, PROPERLY SECURED EDGE DISTANCE: NOTES&TABLE A, a SHEET 1 1X WOOD BUCK TYP., SEE TABLE A, SHEET 1 2-1/16" SEE ANCHOR NOTE 3, SHEET 1 ._': 2_1/16" SHEET 1 CONC./CMU ANCHOR tee. 2-1116"• PROPERLY SECURED TYP.,SEE ANCHOR CONC./CMU ANCHOR 1X WOOD BUCK TYP., NOTES&TABLE A, TYP.,SEE ANCHOR SHEETI CONCRETE SEE ANCHOR NOTE 3, CONCRETE NOTES&TABLE A, OR CMU 1111111++r CONCRETE SHEET 1 OR CMU � i� EXTERIOR SHEET 1 PER TABLE EXTERIOR PER TABLE \\� �nI I OR CMU EXTERIOR A,SHEET 1 . V 1/4"MAX.SHIM --I I-- PER TABLE ,f�I, A,SHEET 1 v �.• �cENSF' <<�� A,SHEET 1 \5 1/4"MAX.SHIM I� 1/4"MAX.SHIM 1+— _ No.58705 2-TRACK FRAME JAMB 3-TRACK FRAME JAMB ja 4-TRACK FRAME JAMB Ic Z Gc CONCRETE/CMU INSTALLATION He CONCRETE/CMU INSTALLATION CONCRETE/CMU INSTALLATION �]PTE "J 1070TECHNOLOGYDRWE owe i�Q''. ST " ANCHORAGE DETAILS •.FcoR1oH.• B, c (ea)�aoS,S/OIVAL�NG JR o�zsrzo p NO CHANGES THIS SHEET. REGIsrRaTroNe a SERIES TlOALUM.SGD-LM IMPACT r+1111111%\` adr e11t o"•oN' rar. A.LYNN MILLER,P.E. RJR IOIIW14 olaua ors ® SGD•770 NTS 13 d 22 PGT0130 U P.E.358705 INSTALLATION DETAILS NOTES: 1.ALL DIMENSIONS FRAME JAMB SHOWN ARE BASED REQUIRED AT ALL 2.693"MIN. ON MIN.ALLOWED. INSIDE POCKETS EDGE EMBEDMENT:SEE TO PREVENT DISTANCE 2.FIGURES OTHIS S E FOR WOOD FRAMING TABLE A,SHEET 1 P-HOOK MOUNTING ADAPTER WATER ` WOODANCHORTYP., INFILTRATION CONC./CMU ILLUSTRATIVE Oo o SEE ANCHOR NOTES ANCHOR TYP.,SEE PURPOSES ONLY.SEE EMBEDMENT: &TABLE A,SHEET 1 26 ANCHOR NOTES& TABLE A,SHEET 1 FOR SEE TABLE A, (ALSO SEE TYP. r[* TABLE A,SHEET 1 ALL APPROVED SHEET 1 2B2B�ILLUSTRATION,SHEET 9) '••"`'"'` 1-1/4"MIN.EDGE DISTANCE SUBSTRATES. U-7 U_�g EDGE DISTANCE:SEE IXTERIOR 3.SEE TABES 1-3, TABLE A,SHEET 1 EMBEDMENT: ''� 13 SHEETS 6-8 FOR SEE TABLE A, "'•,`'� ":"':` ;. '' p-HOOK MOUNTING REQUIREDP-HOOK 20 EXTERIOR SHEET 1 - ;;,', ,•':�::;'�•'::`E ADAPTER CONCJCMU AND P-HOOK PHOOK WOOD ANCHOR TYP., rl "'� '•`P' `' '' ANCHOR TYP.,SEE MOUNTING ADAPTER v ....::..:: .:..::... SEE ANCHOR NOTES P-HOOK ,• ,,.; ANCHOR QUANTITIES. &TABLE A,SHEET 1 CONCRETE OR ANCHOR NOTES&TABLE ALSO SEE EXAMPLE (ALSO SEE TYP. CMU PER TABLE EMBEDMENT:SEE A,SHEET 1 ON SHEET 9. ILLUSTRATION,SHEET 9) 2.693"MIN. A,SHEET 1 TABLE A,SHEET 1 (ALSO SEE TYP. EDGE DISTANCE ILLUSTRATION,SHEET 9) P-HOOK FOR USE WITH FLAT SILL RISERS ja P-HOOK FOR USE WITH ANY SILL RISER dw PARTS#18.#20,#22 OR#24. Jc PARTS#18,#20,#22 OR#24, WOOD INSTALLATION EXTERIOR MOUNT SHOWN, CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN, (SEE TABLES 1A.2A&3A MAY ALSO BE INSTALLED IN (SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) INTERIOR CONDITION FOR WATER RATINGS) EXTERIOR CONDITION METAL TYP., P-NOOK MOUNTING SEE ANCHOR P-HOOK MOUNTING EMBEDMENT:SEE ADAPTER CONC./CMU EMBEDMENT:SEE CONCRETE OR TABLE A,SHEET 1 ANCHOR TYP.,SEE NOTE 4,SHEET 1; ADAPTER SMS MIN.OF 3 THREADS TABLE A,SHEET 1 ANCHOR TYP.,SEE CMU PER TABLE ANCHOR NOTES&TABLE BEYOND THE METAL A,SHEET 1 ANCHOR NOTES '.'� ? ''• A,SHEET 1 SUBSTRATE 28 &TABLE A,SHEET 1 ;`;:t "'-;.'.''. (: ,:.• (ALSO SEE TYP. PRODUCT REVISED (ALSO SEE TYp. EMBEDMENT: SEE TABLE A, ILLUSTRATION,SHEET 9) as eomplying with the Florida ILLUSTRATION, �: Building Code EMBEDMENT: SHEET 9) SHEET 1 28 NOA-No. 20.0429.09 Expiration Date:02/17/2025 SEE TABLE A, DISTANCE:SEE SHEET 1 TABLE A,SHEET 1 ' 1-1/4"MIN.EDGE DISTANCE By:_11 -7 30 MIamFDada Product Control 30 P-HOOK SMS ANCHOR TYP., IXTERIOR P-HOOK CONC./CMU EXTERIOR SEE ANCHOR NOTES n ANCHOR TYP.,SEE I I &TABLE A,SHEET 1 V ANCHOR NOTES&TABLE v (ALSO SEE TYP. 2.693"MIN. A,SHEET 1 2.893"MIN. ILLUSTRATION,SHEET 9) EDGE DISTANCE (ALSO SEE TYP. EDGE DISTANCE ILLUSTRATION,SHEET 9) ``IIIllirrrlr�, P-HOOK FOR USE WITH BOX SILL RISERS ®P-HOOK FOR USE WITH BOX SILL RISERS Kw PARTS#19,#21,#23 OR#25, Kc PARTS#19.#21,#23 OR#25, ��\�`�............ .METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR Qa.. sF'•, (SEE TABLES 1A,2A&3A MOUNT (SEE TABLES 1A,2A&3A MOUNT , No.58705 FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY =TY; Y G /I YTEO �O:••�l/� 10707ECHNOLOSYDRIM : T'•. Na17s ANCHORAGE DETAILS %, `S,S•°<ORIO?.•�G\?: JR 0""&-20 D NO CHANGES fills SHEET. REa1s7Rn770N&V9M SERIES 770 ALUM.SGD-LM IMPACT /''�l'1IVAL 0\��` ummep o.r: oi.maa omr ® arr as �` a"� aw�orp — A LYNN MILLER,P.E. JR H110114 SGD-7R1 NTS 14 d 22 PGTO1S0 0 P.E.#58705 CONFIG. EXAMPLES MAX.UNIT WIDTH MAX.UNIT WIDTH HEADER DETAIL'A', MAX. NOM.PANEL WIDTH SHEET 18;INSTALLATION DLO TYP.PER TABLES 1-3 DETAILS'Aw'&'AC', WIDTH INTERIOR SHEETS 12&13 -� NOTES: EXTERIOR 1)SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS 90° APPLICABLE.SEE DP/ANCHOR PANEL PANEL PANEL PANEL CORNER DETAIL'N2', TABLES,SHEETS 6-8 FOR MAX. TYPE TYPE PANEL HEIGHT AND WIDTH.SEE TYPE 'OS' 'AS' TYPE SHEET 19&CORNER SHEETS 18&19 FOR SECTION 'A' NIT NOM. 'K' ANCHORAGE SHEET 11 MAX.U DETAILS AND SHEETS 12-14 FOR MAX. , PANEL MAX. HEIGHT INTERLOCK DETAIL INSTALLATION DETAILS. PANEL WIDTH TYP. f DLO PER M',SHEET 19 2)(1)LOCK(ITEMS 75&107-110)AT HEIGHT SEE PER HEIGHT TABLES EXTERIOR INTERIOR EACH LOCKSTILE,LOCKING INTO NOTE 2 TABLES 1-3 1-3 KEEPER(ITEM 103)AT FRAME JAMB OR ASTRAGAL. a b JAMB DETAIL'G3',SHEET m 3)PLEASE SEE APPLICABLE X X 18;INSTALLATION DETAILS ASTRAGAL&INTERLOCK X X 'Gw'&'Gd,SHEETS 12&13 COMBINATIONS PER DP/ANCHOR TABLES. DLO WIDTH=NOM.PANEL WIDTH-7" SILL DETAIL'D',SHEET 18;7' 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" 'Dw'&'Dd,SHEETS 12&13 SILICONE HOT-MELT BUTYL STRUCTURAL SILICONE STRUCTURAL SILICONE 3/16"NOM. BY OTHERS POLYISOBUTYLENE 1/4"NOM. FOAM WITH DESICCANT WITH DESICCANT EXT.GLASS EXT.GLASS #8 X 1" #10 X 1-112" PH SMS PRODUCT REVISED PH SMS as complying with the Florida INT.GLASS It1T.GLASS Building Code NOA-No. 20-0429.09 ,za KODISPACE 4SG TPS ,z5 SUPER SPACER@ NXTTIA Expiration Date.02/17/2025 ALUMINUM Miami-Dade Product Central REINFORCEMENT POLYISO- DESICCANT FILL AREA PANEL CORNER BUTYLENE 5116'NOM, FRAME CORNER 6r16•'NOM. SEAL DETAIL BUTYL& SILICONE SEAL DETAIL DESICCANT ROLL-FORMED FOAM STAINLESS STEEL EXT.GLASS Part# Description Material EXT.GLASS ill l 124 Kommerling 4SG TPS Spacer System LYNN 125 Quanex Super Spacer nXT with Hot Melt Butyl See this �� 0CENSP �!! Sheet for INT.GLASS INT.GLASS 126 Quanex Duraseal Spacer Q Materiels No.58705 127 Cardinal XL Edge Spacer ,zs DURASEALO SPACER ,z7 XL EDGE-SPACERAr REFERENCE TEST REPORTS:FTL-8717,8968&8970 10707ECHNOLODYDRIVE a.ow,: 67 Z N(emir) r— ANCHORAGE DETAILS 10Ci4MPLE ELEVATIO ��cs••.F[OTR O r{a G�1r.`� JR oyzsrzo D NO CHANGES THIS SHEET RfOl57RA7iONdz0z86 SERIES 770 ALUM.SGD-LM IMPACT i'/S;0 1N111AL w owner. ars a.me h� ease A.LYNN MILLER,P.E. JR 0011014 SGD•770 NTS 15 a 22 POT0130 D P.E.#58705 CONFIG. EXAMPLES INTERLOCK DETAIL IFOR ALL DETAILS ON THIS SHEET,SEE NOTES ON SHEET 15 M',SHEET 19 OPERABLE JAMB DETAIL'GT,SHEET 18; ( l; INSTALLATION DETAILS'Gw'&'Gc',SHEETS 12&13 IXED JAMB DETAIL'G2', ASTRAGAL HEADER DETAIL W,SHEET HEADER DETAIL'A',SHEET 18; MAX. SHEET 18;INSTALLATION DETAILS'L1'& 18:INSTALLATION DETAILS INSTALLATION DETAILS DETAIL 'Aw 8'Ac', DLO SHEETS 12&13 WIDTH JAMB DETAIL'G3%SHEET SHEETS 12&&'Gc', L2,SHEET 19 Aw'&'Ac',SHEETS 12&1� TYP. 18'INSTALLATION DETAILS SHEETS 12&13 90. ^�'Gw&'Gc',SHEETS 12&13 PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE PANEL PANEL PANEL PANEL o R' L' D' A' ,A, TYPE TYPE K, IA Iz. INTERLOCK DETAIL MAX. CS' 'QS' MAX• M',SHEET 19 NOM. / / HEIGHT 90°OUTSIDE CORNER UNIT PANEL � HEIGHT SILL DETAIL NOM. WIDTH TYP. PER 'D',SHEET / PANEL PER DETAIL'N1',SHEET 19& MAX. PER SEE TABLES 18; MAX./ WIDTH TYP. / SEE TABLES CORNERANCHORAGE DLO TABLES 1-3 NOTE 2, 1-3 INSTALL DLO PER NOTE 2, 1.9 SHEET 11 HEIGHT SHEET 15 HEIGHT SHEET 15 DETAILS TABLES 1-3 INTERIOR Dw'&'Dd, O x x x SHEETS 12 EXTERIOR NOM.PANEL ( &13 , X WIDTH TYP. MAX.UNIT WIDTH —+I J PER TABLES SEE FRAME& MAX.UNIT WIDTH 1-3 PANEL CORNER SILL DETAIL'D',SHEET 18; MAX.UNIT WIDTH CONSTRUCTION EXAMPLE:OXXX INSTALLATION DETAILS DETAILS SHEET 15 (2-TRACK) 'DW&'Dc',SHEETS 12&13 EXAMPLE:90°OUTSIDE CORNER-XX/XX(2-TRACK) ASTRAGAL DETAILS'LT& "SHEET�Lw'� DETAIL'M',SHEET 19 JAMB DETAIL DE SHEET 1& L2,SHEET 19 INSTALLATION DETAILS'Iw'& 1 INTERLOCK DETAIL'M',SHEET 19 Ic',SHEETS 12&13� HEADER DETAIL'C',SHEET HEADER DETAIL 1 1 18;INSTALLATION DETAILS JAMB DETAIL'H2',SHEET P-HOOK DETAIL'J'& W,SHEET 18; 'CW&'Cc',SHEETS 12&13 18;INSTALLATION DETAILS 19;INSTALLATION DETAILS'Jw', INSTALLATION JAMB DETAIL'12',SHEET 18;INSTALLATION 'Hw'&'Hd,SHEETS 12&13 'Jd,'KW&Xd,SHEET 14 DETAILS'BW&'Bd, DETAILS &'Id,SHEETS 12&13 PRODUCT REVISED SHEETS 12&13 as complyingwith the Florida Imo---- MAX.UNIT WIDTH �— MAX.UNIT WIDTH ++ ode NOBuiIA-Ho.ding c- 20-0429.09 Expiration Date:02/17/2025 PANEL PANEL PANEL PANEL i` PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE TYPE TYPE TYPE TYPE I MIamHDade Product Control R, L, M. T' i M, F, F, P. MAX.UNIT NOM. - I MAX. HEIGHT / / PANEL / o i NOM. UNIT z a I � � I PANEL � HEIGHT PER WIDTH TYP. / / WIDTH TYP. / PER TABLES MAX. SEE PER i SEE MAX. PER TABLES 1-3 DLO TABLES 1� o i DLO TABLES 1-3 1-3 NOTE 2, a a I —NOTE 2, HEIGHT SHEET 15 i SHEET 15 HEIGHT o X X X i X X X 0 `�.��ONY LYN)y�'., \Ic L j L EXAMPLE:OXXXp SILL DETAIL'E',SHEET 18; EXAMPLE:XXXO SILL DETAIL'P,SHEET 1B; _fr: N0.58705 (3-TRACK, RIGHT(3-TRACK�RIGHT'POCKET) INSTALLATION DETAILS (4-TRACK, BY-PASS) INSTALLATION DETAILS _ Tt EW&'Ed,SHEETS 12&13 Fw'&'Fd,SHEETS 12&13 '` 10707ECHNOLOGYMYE u�ta,r =�0•'•. 1 ATE0 �:••44� ALYEN=FL3W5 EXAMPLE ELEVATIONS " JR o32620 D NO CHANGES THIS SHEET. REGISM7I0N 6 SERIES 770 ALUM.SGD-LM IMPACT �s /FINAL `E`N 4wmey, bee 4ioolea omr ]�T- 5d.W* B�Fe — aeroM" aw: A.LYIfPI MILLdR.P.E. JR 00110114 SOD-T70 NTS �B °�'� PGT0130 P.E.056705 PANEL'S RIGHT STILE TYPE PANEL SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL INT CORNER EXT CORNER EXT CORNER INT CORNER EXT CORNER EXT CORNER INT CORNER INTERLOCK INTERLOCK BOX OUT BOX IN 90 LOCKSTILE 90 LOCKSTILE 90 RECEIVER 90 RECEIVER 35 RECEIVER 35 RECEIVER TYPES OUT IN STILE Wl HANDLE BO%OUT BOX IN Wl HANDLE Wl HANDLE W/HANDLE W/HANDLE W/HANDLE WIHANDLE 90 RECEIVER WIHANDLE Wl HANDLE #118 #118 #31 #31 4> #120 #119 #61 #118 #61 #6 #61 #61 SINGLE � F PP K L TR TQ TC TA TV TW INTERLOCK OUT R /aoxouq SINGLE t� B E P A C C �C SQ SC SA SV SW INTERLOCK IN Maxour max" FIXED snLE RR R S S FD FC FV FW MO L LE W1.HAN.LE D M J J D � W ASTRAGAL 4� BOX OUT LR PANEL NOTES: } W/HANDLE (wxoun 1.SEE DP TABLES 1-3,SHEETS 6-8 FOR PANEL �— ASTRAGAL A/ SIZES&DESIGN PRESSURE. JBO%IN /Y LEFT INTERIOR RIGHT 2.PANEL TYPES NOT SHOWN OR CROSSED OFF W/HANDLE (eoxfp PANEL PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS F- ASTRAGAL T STILE �E%TERIOR STILE AND ARE NOT AVAILABLE. CO BOX OUT 3.90'ASTRAGALS TO USE HEAVY-DUTY STILES (aaxouD f�our) (#61),CORNER RECEIVER(#118)AND EITHER LL. ASTRAGAL T / / PANEL"E"SHOWN.SEE TABLE FOR OTHER PANEL TYPES AND EXTERIOR(#119)OR INTERIOR(#120)CORNER W BOX IN / U APPLICABLE STILE/ASTRAGAL REQUIREMENTS. ASTRAGALS. (aOf 0 010xa1 4.135"ASTRAGALS TO USE HEAVY-DUTY STILES 90 LOCK CORNER � ocicsnLE (#61)AND CORNER ADDON(#31). J Wl HANDLE#120 RT CI 11l EXT CORNER SILL RISERS OPTIONS �{ r-- .z3z° Z WHANDLE LOCKSTILE QT QS I F•� 232 Q 90 LE#119 I+— .232" I EXTERIOR PRODUCT REVISED I EXTERIOR EXT CORNER Mi 232 EXTERIOR a •0�„ as complying with the Florida W RECEIVER CT / _C IXT OR I .862" 4 per„ Building Code WI HANDLE #118 vvc ��[[[ � 2555';052 3.305" NOA-No. 20-0429.09 INT CORNER#61 A T AS DF 1 567" I Expiration Date:02/17/2025 90 RECEIVER 062" J1- BY. W/HANDLE #1 Miami-Dade Product Control EXT CORNER �1 SILL RISER 2D FLAT• SILL RISER,FLAT SILL RISER,FLAT SILL RISER,FLAT 90 RECEWERJ--�+' CF 1B'FLUSH,1-1/2" LOW,2-1/2" 22 MEDIUM,3-1/4" 24 HIGH,4" 750" EXT CORNER #31 750" EXTERIOR I.RECEIVER VT VS VF � 75W1 HANDLE EXTERIOR 0 EXTaERIOR 3.305" 0 62 INTCORNER #31 .906" EXTERIOR .062 35 RECEVERfi 4.055" W/HANDLE � WT WS WF . .062" 2.555" —[ SILL RISER,BOX 21I' SILL RISER.BOX SILL RISER,BOX SILL RISER,BOX Qa� ��cCnfs � l�F 19 FLUSH.1-11Z' LOW.2-1/2" 23 MEDIUM,3-1/4" 25 HIGH,4" - No.58705 'NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHEETS 6-8 --,o 10707ECHNOLOGYDRPJE TAT14F (441 V. N.VENICE.fz wzm PANEL TYPES (9tf)4B0•fso9 ' C� '••.�ORIDF;.•'•• JR 032620 D NO CHANGES THIS SHEET. REGISn?AnW#2929dyff. SERIES 770 ALUM.SGD-LM IMPACT �:S TONAL 6N a ftft a"° A.LAA1MIL".P.E. JJR 10111Y14 nee SGOJ70 /11TS 17 d 22 PGTt7130 0 P.E.#56705 ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 106 FULL PANEL JAMB LENGTH BO OR 61 105 FULL LENGTH 14 LOCK PART 14 106 OF JAMB 75&107-11 17 5 G3 600R 61 60 OR 61 16 5 Gt 6o OR 61 2-TRACK JAMB 2-TRACK JAMB (SHOWN 5 SEE DETAIL G1 6"LONG CLIP#105 WITH FOR FIXED 105 OPERABLE LOCK PART 113 @ W/RETAINER#106 80 PANEL CLIP 75 a 107-11 MIDSPAN (SHOWN WITH PANEL) 5 FIXED PANEL TO J�--7�EXTERIOR 103 LOCK PART SEE DETAIL G2 THE INTERIOR) V 113 75&107-110 103 FOR FIXED 5 5-- #10 EXTERIOR PANEL CLIP 103 14 15 5 112 ® 16 17 1E3 FULL LENGTH G2 40 Ga X 3/4" 6OR 61SMS,X 3 OFJAMB LIP 111 K JAMB 2-TRACK JAMB „(Z,IXTERIOR EXTERIOR EXTERIOR CLIP#80 OR#105 51 52 W/SCREEN �/ 6"LONG W/RETAINER#123 3-TRACK JAMB 3-TRACK JAMB 4-TRACK JAMB 4-TRACK JAMB @ 60 (SHOWN WITH FIXED PANEL H1 (SHOWN WITH H2 (SHOWN WITH 11 (SHOWN WITH 12 (SHOWN WITH MIDSPAN OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL) l EXTERIOR So OR s1 THE EXTERIORR)) 53 5IXTERIOR THE EXTERIOR) THE INTERIOR) v 2 112 3 4 45 5 113 5 113 5 52 51 69 EXTERIOR 69 EXTERIOR � EXTERIOR 53 a a a PRODUCT REVISED as complying with the Florida Building Code SHOWN WITH 2-TRACK WISCREEN 3-TRACK 4-TRACK MAX.UNIT NOA-No. 20-0429.09 OPT.SCREEN A FRAME HEAD VFRAME HEAD FRAME HEAD HEIGHT PER Expiration Date:02/17/2025 TRACK TABLES I-3 B I- r•— Mlaml-Dade Product Control 53 Ivr 3 69 69 EXT QA kERIOR EXTjRIOR 52 51 72 OR 7346 11 L9 48 47 O EXTERIOR 47 5 113 a 5 5 � 1 d5jh 2-TRACK W/SCREEN �` •. E ' ! FRAME SILL �3-TRACK 4-TRACK FRAME SILL FRAME SILL Q: No.58705 .ITEM 61 SHOWN,ITEM 60 ALSO APPLICABLE,SEE TABLES - G 1-3,SHEETS 6-8 FOR DP(PSF)ASSOCIATED WITH STILE. -_-U y �Z l7 1070TECHNOLOGYDPJW J �� . 44� aYENMFL3127E VERTICAL SECTION DETAILS =p�'.• (srnrEdF (9r1)480.fWO *ac �s•'•F�ORIDP,,•' \�� JR OMWO D NO CHANGES THIS SHEET. REGISTRATIONA29Y96 SERIES 770 ALUM.SGD-LM IMPACT ' ''�S�CNAL G,N a JR 1011W14 0 SGD-770 NTS 18 d 22 PGT0130 D A L P E.#56705 P.E. ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 5 4 INTERIOR 61 113 118 *EXTERIOR 28 7 30 11 113 63 27 103 82 111 83 60 OR 61 BO OR 61 65 29 14 120 65 515 EXTERIOR 111 62 90, EXTERIOR EXTERIOR INTERIOR EXTERIOR n EXT.OR INT.MOUNT)P-HOOK FOR FLAT SILLS ®K EXT MOUNT ONLY P-HOOK FOR BOX SILLS /ti INTERIOR v 90° �r LOCK PAR 60 OR 61 LOCK PART LOCK PART 75&107-11 75&107-110 75&107-11 61 5 ®INTERLOCK M 14 113 60 60 � 61 61 118 5 EXTERIOR 113 f"I EXTERIOR 113 Dm% ITEM#61(HEAVY-DUTY TERIOR STILE)SHOWN,ITEM*60 67 68 (STANDARD STILE)ALSO Ifa STANDARD ASTRAGAL#67 HEAVY-DUTY ASTRAGAL#68 90°OUTSIDE CORNER 16ih 90°INSIDE CORNER APPLICABLE,SEE TABLES DP Li WITH STANDARD STILES#60 WITH HEAVY-DUTY STILES#61 N 2-TRACK SHOWN N2 2-TRACK SHOWN 1-3 SHEETS FOR I (PSF)ASSOCIAIA WITH H EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN STILES. (BOX-OUT)MAY ALSO BE INSTALLED (BOX-OUT)MAY ALSO BE INSTALLED TOWARDS INTERIOR(BOX-IN) TOWARDS INTERIOR(BOX4N) 4 INTERIOR PRODUCT REVISED as complying with the Florida Building Code 31 LOCK PART NOA-No. 20-0429.09 4•INTERIOR 75&107-11 Expiration Date:02/17/2025 135° 6 5 u1 INTERIOR By It1-7!.G4,. MiamHDade Product Control 11 7 135° 14 5 61 32 103 61 �""� 32 V EXTERIOR 61 IIII III!!, 11 5 103 61 EXTERIOR ONV LYN ....Al LOCK PART 31 �• 7 75&107-11 14 ®135°INSIDE CORNER �ICENSF'• O 2-TRACK SHOWN F� P 135°OUTSIDE CORNER No.58705 of 2-TRACK SHOWN 1070TECNNOLODYDRNE o 'O TATE F N.VENCE,FL 3A275 HORIZONTAL SECTION DETAILS,CORNERS �(�`s'••;c<ORIDP,.•'•�� ZONAL JR 032620 D NO CHANGES 77115 SHEET. :REa+�7M SERIES 770 ALUM.SGD-LM IMPACT !!! _ s.rwae sulr cn.e o..pr ear. NN MILLER,P.E. n JR 1af0/f4 ® st+anu NTS 19 d 22 PGT0130 D A.LY KEA 58705 TABLE 4: Item PGT PGT# Description Item PGT POT# Description NOTES: Dwg.# Dw .# 1)ALL ALUMINUM=6063-T6 1 17306 617306 2-TRACK HEAD 47 668 7SRAZ STANDARD ROLLER 2 17303 617303 2-TRACK HEAD WITH SCREEN RAIL 48 668 7SRAX STANDARD ROLLER-ST.STL 2)ITEMS#33-39,56.59.66,78,84-99, 3 17309 s1730s 3-TRACK HEAD 49 4344 64344 SCREEN ASTRAGAL 121&122 ARE NOT USED AND ARE 4 17312 09 617309 4-TRACK HEAD so -17349 617349 CAD SCREEN ASTRAGAL ADAPTER NOT PART OF THIS APPROVAL. 51 1692 61692 SCREEN SPUME-.165" 5 17314 617314 FRAME SCREW COVER 52 1694 61694 SCREEN SPLINE-.150' 3)USE OF#12 OR#13 REQUIRES 6 17317 617317 FRAME HEAD/JAMB ADD-ON 53 61816C20 SCREEN CLOTH MIN.#10 SMS OR 3/16"MASONRY 7 17304 617304 2-TRACK SILL 54 1725 112"X4"X 1/16"SET.BLOCK,NEOPRENE 65+/-5 ANCHORS @ 24"MAX.O.C. 8 17301 617301 2-TRACK SILL WITH SCREEN RAIL 55 1726 1'X4"X 1/16"SET.BLOCK,NEOPRENE 85+/-5 9 17307 617307 3-TRACK SILL 60 17325 617325 PANEL STILE 10 17310 617310 4-TRACK SILL 61 17326 617326 PANEL STILE(HEAVY DUTY) 11 17313 617313 FRAME SILL TRACK INSERT 62 17327 617327 INTERLOCK ADAPTOR 12 17315 617315 IFRAME SILL SCREEN ADD-ON(SEE NOTE 3) 63 1225 6TP248 VINYL BULB WSTP.-THIN(INSIDE INTERLOCK) 13 17316 617316 FRAME SILL SCREEN END ADD-ON(SEE NOTE 3) 64 1722 71729 SILL END WEATHERSTRIP PAD BS 17328 817328 INTERLOCK SCREW COVER 14 17305 617305 2-TRACKJAMB 67 17329 617329 ASTRAGAL 15 17302 617302 2-TRACK JAMB WITH SCREEN RAIL 68 17339 617339 HEAVY DUTY ASTRAGAL 18 17308 617308 3-TRACK JAMB 69 17324 617324 TOP&BOTTOM RAIL 17 17311 617311 4-TRACK JAMB 70 17350 417350 WEATHERSTRIP EXTENSION(INJECTION MOLDED) 18 17322 617322 SILL RISER-FLAT,FLUSH,1-1/2" 71 1695 71695 1-1/2'X 1"'X3/4'HIGH FIN SEAL DUST PLUGS 19 1 17319 617319 SILL RISER-BOX,FLUSH,1-1/2" 72 8153 78'153X TANDEM ST.STL ROLLER ASSY. 20 17321 617321 SILL RISER-FLAT,LOW,2-1/2" 73 8153 78153N TANDEM NYLON ROLLER ABBY. 21 17318 617318 SILL RISER-BOX,LOW,2-11T 74 SILICONE DOW-791,899.983,995 OR GE-7700 75 8185 78185X GEMINI MORTICE 3-PLY DUAL LOCK W/LONG TRIM PLATE 22 17355 617355 SILL RISER-FLAT,MEDIUM,31/4" 76 71032XIFPFX #1032 X 1"FL SS SCREW W/TYPE"F"TIP 23 17354 617354 SILL RISER-BOX,MEDIUM,3-1/4" 77 7103239 10-32 STEEL ZINC U-NUT 24 17323 617323 SILL RISER-FLAT,HIGH,4" 79 17357 617357 l'IG BEAD 25 17320 617320 SILL RISER-BOX HIGH,4" 80 17359 617359 7116"BEAD/FIXED PANEL CLIP 26 17333 617333 POCKET P-HOOK 81 17360 617360 9116"BEAD 27 7070 67070 NEOPRENE BULB WSTP FOR P-HOOK 82 1224 6TP247K VINYL BULB WEATHERSTRIP 28 17334 617334 POCKET P-HOOK MOUNT 83 61745 1745 LOWE INC.1/2"X 1/16-SGL SIDE AOR TAPE,POLYETH. 29 17335 617335 P-HOOK COVER 100 8052 48052 ROLLER ADJ.HOLE.PLUG 30 17348 617348 POCKET P-HOOK FOR BOX RISER 101 72087 JAMB BUMPER PRODUCT REVISED 102 1696 71696 DUSTPLUG as complying with the Florida 31 17378 617378 135 CORNER 103 8186 78186X 1"KEEPER Building Code 32 17376 617376 135 FIXED MOUNT 104 653 7SDKEEP SCREEN LOCK KEEPER NOA-No. 20-0429.09 ITEMS 40-53 ARE SCREEN PARTS: 105 17344 617344 FIXED PANEL CUP-6"LONG Expiration Date:02/17/2025 40 4319 612258 SCREEN SIDE RAIL-LOCKSTILE 106 17352 617352 FIXED PANEL RETAINER-9/16' By:_1 sr,-7 1 41 7LOCKWGSK SCREEN LOCKSET 107 1739 71739 HANDLE KIT-INTERIOR RAISED WITH THUMB TURN Miami-Dade Product Control 42 41818 SCREEN KEEPER SPACER SET 108 1740 71740 HANDLE KIT-RAISED EXTERIOR HANDLE 43 8152 68152 SCREEN INTERLOCK ADAPTER 109 1731 78162SN HANDLE KIT-RECESSED INTERIOR WITH THUMB TURN 44 4428 64428 SCREEN DOUBLE INTERLOCK 110 1732 78178 HANDLE KIT-RECESSED EXTERIOR PULL 45 4317 612256 SCREEN TOP RAIL 111 710X34PPSDAX#10 X 3/4"PH.PN.TEK-S.S. 4fi 4318 612257 SCREEN BOTTOM RAIL 112 1235 67S16 WSTP,.27o X.170-FIN SEAL 113 1712 64066 .18T X.230-FINSEAL TABLE 5: 114 71OX115PPX #10 X 1-1/2" Material Min.Fy Min.F. 115 710XPPT #10 X 1' 1A 1111 1111I I/� *12 Steel Screw 92 ksl 120 ksl 116 720XIX #14-20 X i"S.S. �0,.••••••., /j�� #1216-0 Screw 60 ksl 95 ksl 117 72OXI12X 914-20 X 1-1/2"S.S. �'�•.•' V%CENsFe. #12 410 Screw 90 ksi 110 ksi 118 17336 817336 90 DEGREE CORNER RECEIVER R,•- '•,� 1/4"DBWBIVElco Aql;a GalorO 57 ksl 96 ksl 119 17337 617337 90 DEGREE OUTSIDE CORNER ASTRAGAL No.58705 1/4"Etco UftraCorO 155 ksl 177 ksi 120 17338 6117338 90 DEGREE INSIDE CORNER ASTRAGAL - - 1/4'DeWell UltraComA 148 ksl 164 ksi 123 17352 817352 FD<FD PANEL RETA6JER,7/8' •. �//�fO -C1/4"410 SS DeWalt/Elco CreteFlex® 127.4 ksi 189,7 ksi �,• SY •(U�` 6063-T5 Aluminum 16 ksi 22 ksi 10707ECJBWLOGYDRIVE A38 Steel 38 ksi 58 ks1 INVIEW=FL 34276' PARTS LIST i�s '•FL,ORIDP.•''�\�` Gr.33 Steel Stud 33 ksi 45 ksi (911)480.1600 �'�`S/ONAL REDISlRAT10NIRB2S8 SERIES 770 ALUM-SGD-LM IMPACT 'l I I l i I 1111`AA JR 032620 D ADDED BACKBEDDING 8 MATERIAL PROP.TABLE � � so► art �ro/b �, RJR 10/10/14 SGD•770 NTS 20 w 22 PGT01M D A LYP.E.#58705 P.E. 5.069" 8.562" 1.36" � 1.36" 0.080" �{ 1.872" 7TI 1.211 1.505" 0.081" 0.062" - 1.019" 01 0.081" GXTRACK HEAD 10 4-TRACK SILL 0.081" SCREEN f (6063-T6 AL) (6063-T6 AL) aG STILE 6.198" (6063-T6 AL) 6.198" 6.526" 5.069" 0.080" 1.505" r --•1.045" TFTF�M 1,211" 1.993" 0.062" 0.061" 2 02-TRACK HEAD W/SCREEN TRACK O3-TRACK SILL (6063-T6 AL) (6063 T6 AL) �a 2-TRACK JAMB 45 SCREEN O(6063-T6 AL) STOP RAIL (6063-T6 AL) 7.106' 6.221 2-TRACK JAMB W/ " 15 SCREEN TRACK 0.080" (6063-T6 AL) 1.36' 1.505" I f� 0.875" 1.211" y 1.36" _L I 1.993" 0.062" 0.081" O 3-TRACK HEAD O2-TRACK SILL WI SCREEN TRACK 081" L (6063-T6 AL) (6063-T6 AL) 0. SCREEN 4s BOTTOM RAIL 9 142" (6063-T6 AL) 4.49" 0.081" 0.080" kso� �m PRODUCT REVISED 1 211" 1.505" 7.105" as Complying with the Florida Building Code NOA-No. 20-0429.09 9.141" Expiration Date.02/17/2025 0.081" 04-TRACK HEAD 02-TRACK SILL ,,s (6063-T6 AL) (6063-T6 AL) BY:ey: -rn Dade Product Control 1.514" 7--- 0.062" f 0.532" 0.760" 1.260" 0.060" 1.516" LU1.990" OFRAME HEAD/JAMB SCREEN FRAME SILL SCREEN FRAME SILL SCREEN .`�jo LYNA/ 13 ADD-ON 12 ADD-ON END ADD-ON 18 3-TRACK JAMB `�` •••N.••. 2) i (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) �cENse REQUIRES MIN.#10 SMS REQUIRES MIN.#10 SMS = 4' - OR 3/16"MASONRY OR 3/16"MASONRY 174-TRACK JAMB _ No.58705 SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24"MAX.O.C. ANCHORS @ 24"MAX.O.C. (6063-T6 AL) CA ?J '. MAT60110707ECHNOLOOYORNE O11a1°� Q F ((� M VENICE,FL 34270 EXTRUSIONS �` • a REGISM4n0NR2029B SERIES 770 ALUM.SGD-LM IMPACT �'�TS/ONAL E JR 03R540 NO CHANGES THIS SHEET. y�y a� t �yb�p �; _ _ A.LYN f(71LkE4�, .E. JR 1W10/14 unuma oiee [[kX SGD-770 NTaS 21 b 22 PGT'0130 REA 58705 0.718" 0.83FA 2.304° 3.802' �( 3.802" 1 0.752" I 1 0,885"0.574° 0.796" 30.062" 0.080" 0.062" L 0.264" 0.233" 0.062" OFRAME SILL 0 OO P-HOOK MOUNTING P-HOOK SCREW 5 t 1 26 ( HOOK ze zs 3o P-HOOK FOR BOX RISER SCREWCOVER OTRACK O OADAPTOR COVER 0.080" O (6063-T6 AL) (6063-T6 AL) (6063 T6 AL) (6063-T6 AL) (6063-T6 AL) (6063 76 AL) 4" .155" .080 0 2.30 1.488' 0.080" 4" L , 1.739" •� 0.830" 0.062" 1,600 0.133" 1.600 0.062" 1.303" 080" 1.870" 1.888" .016" 0.325" 1.974" 3.125° 3.125 0.062" 2.44" TL 31 ti U 135°CORNER 32 135°FIXED MOUNT so STANDARD STILE 51 HEAVY DUTY STILE T OCK INTERLOCK (6063-T6 AL) (6063-T6 AL) (6083-T6 AL) (6063-T6 AL) 82 INADAPERER 65 SCREW COVER(6063 T6 AL) (6063 T6 AL) 3,979" 3.979" 4.125" 0.075" 0.075" 1.645" 0.062° 1.304' 1.645" 289" .611" 485" I .045" 0.125"" 0.281" Fes- 3.25' 045" GLAZING 7/16"GLAZING 9116"GLAZING PRODUCT REVISED s7 STANDARD ASTRAGAL O HEAVY DUTY ASTRAGAL ss TOP/BOTTOM RAIL 7s BO et BEAD(I.G.) BEAD. CLIP BEAD (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) 6063-T6 AL PANEL CLIP as complying with the Florida ( ) (6063-T6 AL) Bullding Code (6063-T6 AL) NOA-No. 20-0429.09 1.003" 1.03" 5 Expiration Date:02/17/2025 By:-11-7 1.LI,,.t. 4 5.621" MIamHDade Product Control 7' 0.080" 0.00" OFIXED 0709" 893„2 0.133" t05 PANEL CLIP . 0.133" 1.498" (6063-T6 AL) I 1.498" .550" 0.863 U 0.080" 0.709" tzs FIXED PANEL 5.61 ORETAINER,7/8" 120 90°INSIDE CORNERASTRAGAL �� Y LYNN 0.0801, I�-� (6063-T6 AL) 2.826 119 90°OUTSIDE CORNER ASTRAGAL (6063-T6 AL) �•` ��ON.�GENBE FIXED PANEL 118 90°CORNER RECEIVER (6063-T(l AL) RETAINER.9/16" (6063-T6 AL) _ No.58705 t06 (6053-T6 AL) CA j�JJ//�O � - 10707ECHNOLOGYDRAS °�o+"e '0••'• g� .g, N.VE/�t� EXTRUSIONS %�T•'••. we�+aer m� u REGIS7RAnoNi2sz96 [I�T SERIES I770 ONS M.SGD-LM IMPACT JR 03/2520 D NO CHANGES THIS SHEET. a.f aw.t gyp e,.K mob pK n JR 1af0114 0� SG6770 NTS 22 °�22 PG70130 D A L�KE A 58705 F E