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Home My WebLink AboutAPPROVED, 13406 NOA 11 02 21-1MIAMl·•E B•llmt, DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive, North Venice, Fl. 34275 ScoPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy 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. PGT0130 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 thru 3. See sheets~' 1 and ff. 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 comer 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. RENEW AL 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 & E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No. 20-0429.09 Expiration Date: February 17, 2025 Approval Date: October 15, 2020 Page 1 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 11/01/13, 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. 09-0826.10) 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-5th 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). E-1 lshaq I. Chanda, P .E. Product Control Unit Supervisor NOA No. 20-0429.09 Expiration Date: February 17, 2025 Approval Date: October 15, 2020 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-5th 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° comers -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-5th 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° comers -L.M.I., expiring on 02/17/20. E-2 Ishaq I. Chanda, P .E. Product Control Unit Supervisor NOA No. 20-0429.09 Expiration Date: February 17, 2025 Approval Date: October 15, 2020 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-6th 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-6th 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/90° &135° comers -L.M.I., expiring on 02/17/20. 4. Evidence submitted under previous approval. A. DRAWINGS 1. Drawing No. PGT0128 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 (6 th 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. E-3 Ishaq I. Chanda, P .E. Product Control Unit Supervisor NOA No. 20-0429.09 Expiration Date: February 17, 2025 Approval Date: October 15, 2020 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. New Evidence submitted A. DRAWINGS 1. Drawing No. PGT0130 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 7th 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. E-4 lshaq I. Chanda, P .E. Product Control Unit Supervisor NOA No. 20-0429.09 Expiration Date: February 17, 2025 Approval Date: October 15, 2020 SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR TABLE A: Min. Anchor Anchor Type Frame Substrate Min. Edge Min. O.C. Embedment or INCLUDING POCKETS & 90°/135° CORNERS Group Member Distance Distance Metal Thickness #12 18-8 SMS or Southern Pine (SG = 0.55) 9/16" 7/8" 1-3/8" GENERAL NOTES #12 410 SS SMS 6063-T5 Aluminum 3/8" 9/16" 0.071" (20 Ga) All 1 ~ GLAZING TYPE OPTIONS: SEE TABLE B, THIS SHEET & GLAZING DETAILS ON SHEETS 4 & 5. (min. of 3 threads A36 Steel 3/8" 9/16" 0.050" 2 DESIGN PRESSURES: beyond metal substrate) Gr. 33 Steel Stud 3/8" 9/16" 0.045" (18 Ga) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. A All Concrete (min. 2.22 ksi) 1-1/2" 3" 1-3/8" B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. 1/4" DeWalt/Elco Jamb / P-hook Filled Block (ASTM C90) 2" 3" 2" C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. Aggre-Gator® Jamb / P-hook Hollow Block (ASTM C90) 2" 3" 1-1/4" 3) ANCHORAGE: THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS All Southern Pine (SG = 0.55) 1" 1" 1-3/8" PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO Southern Pine (SG = 0.55) 9/16" 7/8" 1-3/8" CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE #12 Steel SMS (Gr. 5) 6063-T5 Aluminum 3/8" 9/16" 0.071" (20 Ga) CURRENT FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 6-14. B (min. of 3 threads All A36 Steel 3/8" 9/16" 0.050" 4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE. beyond metal substrate) Gr. 33 Steel Stud 3/8" 9/16" 0.045" (18 Ga) 5) INSTALLATION SCREWS, FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALED WITH All Concrete (min. 2.85 ksi) 1" 4" 1-3/8" NARROW JOINT SEALANT. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF 1/4" Elco UltraCon® Jamb / P-hook Hollow Block (ASTM C90) 1" 6" 1-1/4" 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" 1-3/8" 6) REFERENCES: ELCO UL TRACON, DEWALT ULTRACON+, DEWALT/ELCO CRETEFLEX AND 1/4" DeWalt Jamb / P-hook Concrete (min. 3 ksi) 1" 4" 1-3/8" AGGREGATOR NOA'S, ANSI/AF&PA NOS FOR WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN UltraCon® + Jamb/ P-hook Hollow Block (ASTM C90) 1" 3" 1-1/4" MANUAL. All Southern Pine (SG = 0.55) 1" 1" 1-3/8" 7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE All Concrete (min. 2.85 ksi) 2-1/2" 4" 1-3/8" CURRENT FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 1/4" Elco UltraCon® Jamb/ P-hook Filled Block (ASTM C90) 2-1/2" 4" 1-3/4" 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 1/4" 410 ss Head/ Sill Concrete (min. 3.35 ksi) 1" 4" 1-3/4" 9) TEST REPORTS: FTL-5980, FTL-5993, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6022, FTL-6023, DeWalUElco Jamb/ P-hook Concrete (min. 3.35 ksi) 1" 6" 1-3/4" FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033, FTL-6036 AND FTL-7554 Crete Flex® Jamb / P-hook Hollow Block (ASTM C90) 2-1/2" 6" 1-1/4" All Southern Pine (SG = 0.55) 1" 1" 1-3/8" 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 ALL TABLES 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) Lites of3/16" HS Glass with .090" PVB Interlayer 4) HOLLOW BLOCK VALUES MAY ALSO BE USED IN FILLED BLOCK APPLICATIONS. G3A 9/16" Laminated: (2) Lites of 1/4" HS Glass with .090" PVB Interlayer 5) ANCHORS MUST BE OF SUFFICIENT LENGTH SO THAT A MINIMUM OF 3 THREADS EXTEND BEYOND METAL SUBSTRATE. G4 7/16" Laminated: (2) Lites of3/16" HS Glass with .090" SG Interlayer G4A 9/16" Laminated: (2) Lites of 1/4" HS Glass with .090" SG Interlayer ANCHOR NOTES GS 1" Laminated I.G.: 3/16" T Exterior Cap+ 3/8" Air Space+ 7/16" Laminated; (2) Lites of 3/16" HS Glass with .090" PVB Interlayer PRODUCT REVISED GSA 1" Laminated I.G.: 1/4" T Exterior Cap+ 5/16" Air Space+ 7/16" Laminated; (2) Lites of 3/16" HS Glass with .090" PVB Interlayer 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 G6 1" Laminated I.G.: 3/16" T Exterior Cap+ 3/8" Air Space+ 7/16" Laminated; (2) Lites of3/16" HS Glass with .090" SG lntertayer EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. NOA-No. 20-0429.09 G6A 1" Laminated I.G.: 1/4" T Exterior Cap+ 5/16" Air Space+ 7/16" Laminated; (2) Lites of3/16" HS Glass with .090" SG lntertayer Expiration Date: 02/17/2025 G7 7/16" Laminated: (2) Lites of3/16" ANN Glass with .090" SG Interlayer 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A. THIS SHEET. G7A 9/16" Laminated: (2) Lites of 1/4" ANN Glass with .090" SG Interlayer 3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2" THICK. PROPERLY By:_ ls.i-,..-i /. <'.:'.""1-,~..l<. __ GS 1" Laminated I.G.: 3/16" T Exterior Cap+ 3/8" Air Space+ 7/16" Laminated; (2) Lites of3/16" ANN Glass with .090" SG Interlayer SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO Miami-Dade Product Control GSA 1" Laminated I.G.: 1/4" T Exterior Cap+ 5/16" Air Space+ 7/16" Laminated; (2) Lites of3/16" ANN Glass with .090" SG Interlayer SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. "ANN" = ANNEALED 1 X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER "HS" = HEAT STRENGTHENED LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE "T" = TEMPERED GENERAL NOTES ............. 1 RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD & TO BE "PVB" = .090" TROSIFOL® PVB BY KURARAY AMERICA, INC. EXAMPLE CONFIGS .......... 2-3 REVIEWED BY THE BUILDING OFFICIAL. "SG" = .090" SENTRYGLAS®BY KURARAY AMERICA, INC. GLAZING DETAILS ............ 4,5 ANCHORAGE ..................... 6-14 4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS DESIGN PRESSURE RATING I IMPACT RATING I DESIGN PRESSURES ....... 6-8 PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY SEE TABLES 1, 2 & 3 ON HAVING JURISDICTION. I RATED FOR LARGE & SMALL I INSTALL DETAILS .............. 12-14 SHEETS 6, 7 & 8 MISSILE IMPACT RESISTANCE \\\\ '• If;, ELEVATIONS ..................... 15,16 5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT ,,,,,'' o~~ \X~~1Y 11/111// CODES/ STANDARDS USED: PANEL/ SILL TYPES ......... 17 REQUIRED. IF USED, NON-SHRINK, NON-METALLIC GROUT, MAX. 1/4" THICK & 3400 ,' 4:-'<!-_ .. · \..\GENS$·· .. <(~,,,.. CROSS SECTIONS ............ 18, 19 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE • 2020 FLORIDA BUILDING CODE (FBC), 7TH EDITION SI LL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO ::: °'{".". ··.-f> ~ • 2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION PARTS LIST.. ..................... 20 SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED :: _: No. 58705 ·.. ::. • ASTM E1300-09 EXTRUSIONS .................... 21,22 BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE -*--a :,tt-= • ANSI/AF&PA NDS-2018 FOR WOOD CONSTRUCTION • ALUMINUM DESIGN MANUAL, ADM-2015 AUTHORITY HAVING JURISDICTION. ::-a\ ~}er~ • AISI S100-16 1070 TECHNOLOGY DRIVE DeocttJ(lon: -~_-::g/.. STATE OF / It/{ • AISC 360-16 N. VENICE, FL 34275 ITeGr GENERAL NOTES AND MAP /~. . ~ (941)480-1600 Tlflll: ,,..,,, ~ · •• _,c-LOR\Df'-.. •· 0"-,' SERIES 770 ALUM. SGD -LM IMPACT ,,/ &s ·········· ~ ,,' ~;= 1~126120 IO I UPDATED TO FBC 2020, ANCHOR TYPE TABLE. REGISTRA110N #29296 111,,/0NAL ~,,,, ~ 1-1-1~~ Rev: A t!'t"Ntll MILL[R~ h. °'iRBy: lt0/10/14 IChealsds4 Date: I SGD-770 NTS 1 or 22 PGT0130 D P.E.#58705 EXAMPLE CONFIGURATIONS MAX. UNIT WIDTH --------, NOM. PANEL WIDTH PER TABLES 1-3 ~ I .j I ~. I § lflio,....._ MAX. UNIT 13 l ~ &: ~ HEIGHT I;:~~ PER TABLES 1-3 l ~ ~ ~ L :~~@ POCKET ! ~ 'J"" ___ .J 1-PANEL w c CONFIGURATIONS 1 13 MAX. UNIT WIDTH NOM. PANEL WIDTH ----~ PER TABLES 1-3 MAX. UNIT HEIGHT PER TABLES 1-3 ~,=-,,,.,._~~ PER TABLES 1-3 MAX. UNIT WIDTH r NOM. PANEL WIDTH Ii --",J""---1 I .j lu:§ MAX. UNIT 13 l~ ~ ~ HEIGHT 1;: ~ ~ PER TABLES 1-3 l ~ ~ ~ L l~~@ POCKET ! ~ 1!:::::===:::1.!::===:::1=-L--",J""---.l 2-PANEL CONFIGURATIONS J,.r--7 I I .j I § l~~ig' MAX. UNIT l§&cii HEIGHT ltii~~ PER : ts~ m TABLES 1-3 1a:t{"'" l ~ I L ______ l!:::====:!..1======.1!:::====rL..-J,.r __ J CONFIGURATIONS NOTES: 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB LOCATIONS USING DETAIL "Jw", "Jc", "Kw" OR "Kc" INSTALLATION. EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION CAN BE OXXXp. 2) 90° & 135° CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. 3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3. "X" = OPERABLE PANEL, "O" = INOPERABLE PANEL, "p" = POCKET f DETAIL LETTER an--"w" = WOOD OR METAL INSTALLATION qg} "c" = CONCRETE INSTALLATION l__SHEET NUMBER DLO WIDTH = NOM. PANEL WIDTH -7" DLO HEIGHT= DOOR UNIT HEIGHT-10.125" PANEL HEIGHT= DOOR UNIT HEIGHT - 1.866" -, I I I .j lci: § l~~~ l:::,QC/J l~~~ 10~!:::: :a:t~-(/) 3-PANEL CONFIGURATIONS l':'!."l~;'l':°!."J;-;' 4-PANEL CONFIGURATIONS PRODUCT REVISED as complying with the Florida Building Code MAX. UNIT HEIGHT \j_ PER TABLES 1-3 ~;= l~/26120 °'jRBy: lto/10/14 MAX. UNIT WIDTH _______ ___,_ MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1-3 NOA-No. 20-0429.09 Expiration Date: 02/17/2025 5-PANEL CONFIGURATIONS NO CHANGES THIS SHEET. 7 I I .j I § l~fE~ 1:::8:(/) l~;~ l8i@ IQo_: I UJ (/) MAX. UNIT HEIGHT PER TABLES 1-3 SEE NOTE 2, THIS SHEET. By: I ~i....."2 /. ,:'.'.,').,,,..).. Miami-Dade Product Control \ \ 1111 I I l ,,\'"~'{LYN! 111// ,, '(\o ......... } tk // .......... ' ~ .. • · ucENs~ ·. -~< ,,.,...,.. ~ ~...-·-.~~ CORNER, TYP. 1 ~ :: * :: No. 58705 \ *:: (OUTSIDE CORNER SHOWN, = -U : (A~ = INSIDE CORNER SIMILAR) ~ 'iQ .... ~L?-3-f!:J /f1i g 1070TECHNOLOGYDRNE ~ -:;_ ~ ·.. STATE OF _.· l!J.::: N.VENICE,FL34275 DeGT EXAMPLE CONFIGURATIONS .,..,,,,,~ ··-,'.'-'l0Rt0l\.··• -if-, ..... ' (941)480-1600 7lllo: // o'81 · · ..... • · ..... ,0 ,, /; 0 \:;_\---,, REGISTRATION#29296 SERIES 770 ALUM. SGD -LM IMPACT / 11,, ,o/1~ ~ \ \ \ \ \ \ ® -_, -~No. _, A.LYNNMILLER,P.E. SGD-770 NTS 2 ar 22 PGT0130 D P.E.#58705 EXAMPLE CONFIGURATIONS MAX. UNIT HEIGHT, 96" OR 120" MAX. TESTED UNIT WIDTH = 355-7/16"@ 96" HEIGHT 300-1/4"@ 120" HEIGHT 6-PANEL CONFIGURATIONS -, I I I -.J I § 1ffioia lo[ G l<Q(I) ,::::i,q: u: ,tu!!:!~ lgH ICl..Q I lJJ I en I CONFIGURATIONS NOTES: 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB LOCATIONS USING DETAIL "Jw", "Jc", "Kw" OR "Kc" INSTALLATION. EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION CAN BE OXXXp. 2) 90° & 135° CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. 3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3. "X" = OPERABLE PANEL, "O" = INOPERABLE PANEL, "p" = POCKET f DETAIL LETTER -----------MAX. UNIT WIDTH ~"w" = WOOD OR METAL INSTALLATION ® "c" = CONCRETE INSTALLATION MAX. UNIT HEIGHT Q PER TABLES 1-3 MAX. UNIT HEIGHT \g PER TABLES 1-3 R-:::: l~/26120 °JRBy: l°w110114 7-PANEL CONFIGURATIONS I I I -.J I § I ffi o u? lc::i[9 l<Qen l::::,"<:U: ,tu~~ :8i@ IQQ I lJJ (/) l__SHEET NUMBER DLO WIDTH= NOM. PANEL WIDTH -7" DLO HEIGHT= DOOR UNIT HEIGHT-10.125" PANEL HEIGHT= DOOR UNIT HEIGHT -1.866" PRODUCT REVISED as complying with the Florida Building Code .._,. ____________ MAX. UNIT WIDTH ---------------i NOA-No. 20-0429.09 Expiration Date: 02/17/2025 NO CHANGES THIS SHEET. 8-PANEL CONFIGURATIONS I I I -.J I § lffioia lc::i[9 l<a_Cll l::::,"<:ct:: ,tu~~ lgi@ ICl.Q I llJ I en By: I s.t.-,.,7-/. ,:::-4,.,,.l... Miami-Dade Product Control l__l____l____l_J_fl_j_ ,,,,0· ~'{ LYNN ;;1// ' '(\ ,. . . .... '11'/, // -...''§. .. ···\..1CENst·.<( /,; 2 ~...-.... ~~ ~ * / No. 58705 ·... *~ = 7J ~-tl~;,. J ~ :. "A ·. ~o _. $ -1070TE:CHNOI..OGYDRNE ~ ~~··.. tATE O _.: {!.j:: N.VEN/CE,FL34275 o«lr EXAMPLE CONFIGURATIONS .,,//~ ···.'."'lOR10I",.·'· -#-,,' (941)480-1600 1-------------------------l / ~C\ .............. ,0 ,' 7Jlo: // u/o '2.,\----' REG/STRA710N#29296 SERIES 770ALUM. SGD-LM IMPACT /111,,,~~~1\\,,,, ® -Scale: si.c ~No. Rev: A. LYNN MILLER, P.E. SGD-770 NTS 3 at 22 PGT0130 D P.E.#58705 GLAZING DETAILS (G3, G3A, G4, G4A, GS & GSA) 7/16" NOM. 3/16" HS GLASS 821----~ EXTERIOR ¢J 80 74 54 7/16" LAMINATED GLASS1 TYPE G3 9/16" NOM. --+----1-i 1 /4" HS GLASS .090" PVB 82t-----...... EXTERIOR ¢J 81 74 54 9/16" LAMINATED GLASS1 TYPE G3A GLAZING NOTES: "ANN"= ANNEALED "HS"= HEAT STRENGTHENED "T" = TEMPERED "PVB" = .090" TROSIFOi!' PVB BY KURARAY AMERICA, INC. "SG" = .090" SENTRYGLA5® BY KURARAY AMERICA, INC. R-;;= l°:126120 NO CHANGES THIS SHEET. ~R9y.11lJ/10/14 7/16" NOM. 3/16" HS GLASS .090" SG 3/16" HS GLASS 821-----"" EXTERIOR ¢J 80 74 54 7/16" LAMINATED GLASS1 TYPE G4 9/16" NOM. ----1/4" HS GLASS .090" SG 82 1-----.,. EXTERIOR ¢J 81 74 54 9/16" LAMINATED GLASS, TYPE G4A 1"NOM. --1 74 EXTERIOR ¢J 79 55 1" LAMINATED I.G. GLASS1 TYPE GS 3/16" HS GLASS .090" PVB 3/16" HS GLASS EXTERIOR ¢J 79 -1"NOM. I 74 55 1" LAMINATED I.G. GLASS1 TYPE GSA PRODUCT REVISED as complylng with the Florlda Building Code NOA-No. 20-0429.09 Expiration Data: 02/17/2025 By:_ ls'--7 1-L.,;.,,,..i... Miami-Dade Product Control LU.l.1 I ,,\' ---·--1, ,>''y.o~~-~X'Y,tv 4;_✓✓// ,,' ~--··· \_\CE:.Ns·· ... ~<'. <,.,. 2 '\:' (: .... ~ ~ ::: * _: No. 58705 ·._-P -.:. -:a~:*= --u: : = 1070 TECHNOLOGY DRIVE ~ :::, ';Q ·... SI--U .... Q:: ~ N.VENtCE,FL34275 [RQT GLAZINGDETAILS -:;,~·-.. tj,ATEo .-'d;i:O SEE SHEET 15 FOR SPACER DETAILS. (941)480-1600 7llle: ....-.,. ~& ··,:"·loR1DP-_.-' ~ ,' REGISTRAT10N#29296 SERIES 770ALUM. SGD-LM IMPACT //11/;/0NA.'L•'i,~~.}>' ® -Scalo: -or-.,Nt>. Rrr. ///(JJ.\\\\\\ sGo-110 NTS 4 of 22 PG7i'0130 o· A. LYNN M t.:LER, P .E. P.E.#58705 GLAZING DETAILS (G6, G6A, G7, G7A, G8 & G8A) 3/16" HS GLASS .090" SG· 74 55 1" LAMINATED I.G. GLASS1 TYPE G6 1" NOM. 74 EXTERIOR ¢1 79 55 1" LAMINATED I.G. GLASS1 TYPE G6A GLAZING NOTES: "ANN"= ANNEALED "HS" = HEAT STRENGTHENED "T" = TEMPERED "PVB" = .090" TROSIFOi! PVB BY KURARAY AMERICA, INC. "SG" = .090" SENTRYGLA5® BY KURARAY AMERICA, INC. R-:;:= l~/26120 NO CHANGES THIS SHEET. °'jRBy: 110110114 7/16" NOM. 3/16" ANN GLASS 74 54 7/16" LAMINATED GLASS1 TYPE G7 9/16" NOM. ----74 54 9/16" LAMINATED GLASS1 TYPE G7A 74 55 1" LAMINATED I.G. GLASS1 TYPE G8 3/16" ANN GLASS .090" SG· EXTERIOR ¢1 79 74 55 1" LAMINATED I.G. GLASS1 TYPE G8A PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0429.09 Expiration Date: 02/17/2025 By: I s-1---2 /. C:h~~..i.. Miami-Dade Product Control ill// \\\' 'I/ ,,,:'-<'a~r~X~ty ~1111 ,,' ~"-.. ·· \_.ICENs,~-."· .. ~<. ✓..,,,. }.~/ ' .... ~~ -x : No. 58705 ·. -to111TECI/NOl.OGYDRNE . SEE SHEET 15 FOR SPACER DETAILS. ~ -0 '. t1 ~-i * = N. VENICE, FL 34275 Oescrt>I/M: -";Q ·. olO : fi:: -(941)480-1600 ca !!_LAZING DETAILS \<1:---.. /ATE F _/lfl:::" REG/$TRAT10Nlf29296 ', ,;<': · .. _iORIDS .·· :i:f', SERIES 770 ALUM. SGD -LM IMPACT 1ls1 o'rv"' ... i't'P>\.>' ® ---Drawlnl/No. Rev, 1,1,1,,A~.\\,,,, SGD-770 NTS 5 ot 22 PGT0130 D A. LYNN lvl1ltER, p .E. P.E.#58705 TABLE 1: TABLE 1A: 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 (Flat or Box, see (+) Design Table applies to Glass Types 3, 80" 84" 90" 96" Sheet 17) Pressure, psf 3A, 5, 5A, 7, 7A, 8 & 8A 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 below. Anchor Group Anchor Group Anchor Group Anchor Group Medium -3-1/4" + 60.0 A B C D A B C D A B C D A B C D High-4" + 60.0 17" 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 SEE NOTES 1-3 24" 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 I 23" 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 .r:. 30" DLO Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 'o 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 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 Q) 36" 29" Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 C DLO 8 8 m 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 ±-~ a.. 7+8 7+8 7+8 7+8 <ii 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 OH LENGTH C 35" .E 42" DLO Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 I 0 CJ z 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 i:u §I 41" 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 I OH RATIO~ 1 48" Jamb 8 8 8 8 8 8 8 8 8 8 8 8 10 8 8 8 I DLO 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 0 FOR EXAMPLE ON USING TABLE, SEE SHEET 8. J_ NOTES: OH RATIO-OH LENGTH 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 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 DLOWIDTH= 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 COM PL YING WITH THE CURRENT FLORIDA BUILDING CODE (SEE DOOR UNIT HEIGHT-10.125" as complylng with the Florlda Building Code ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. NOA-No. 20-0429.09 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. PANEL HEIGHT= Expiration Date: 02/17/2025 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. DOOR UNIT HEIGHT -1.866" 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. By: I i;<...4'2 I. C::.J;..,,,_l.,_ 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-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Standard Astragal Outside Corner I l ~ b Outside r N ~ Corner: I ~T 0~ q IJT ry3l C! ~ ,,,,111_1_,111,/,, ~~ c; r Inside ::c:& ,._''-'-~o~: .. °":.T_l_~fl!. 4/1, 1111 Inside Corner I Corner ,' ~----· \..\CENS(3' --}(~ .,,,....,.. Corner ~ ~,' ·-,P-::. Part #60 (Stile) Part #61 (Stile) Part #119 (Out.) Part #61 (Stile) j * / No. 58705 \ *:. Part #60 (x2) Part #60 Part#60 Part #67 (Astragal) Part #60 Part #118 (Corner Part #120 (fn_) Parts #31 & #32 Part #61 ~-o~-tA~cc~ Receiver) (Corn_ & Fxd Mount) --;). -l.1.r -::, t ---STATE OF .: kJ ::: 1070 TECHNOLOGY DRNE ~ --:.,,,, ~--___ ;olOR\01'-.---·· ij-,,' N_ VENICE, FL 34275 ~ DP AND ANCHORAGE 11 &s , --". " --'t;~.G <'-' (941)480-1600 11lle: /111110NAL ~,,,' ~:: l°"o'J/26120 ReD I NO CHANGES THIS SHEET. REG/STRA710N #29296 SERIES 770 ALUM. SGD -LM IMPACT I I I I II I\\ I\\ -1-1-l~Nu I~ A. LYNN MILLER, P.E. °'jRBy: lt0/10/14 Checltad, Dais: I SGD-770 NTS 6 ot 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: +60 / -60 For corner astragal anchorage on 90° or 135° comer 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, 6A, 7, 7A, 8 & 8A and the 69-7/8" DLO 73-7/8" DLO 79-7/8" DLO 85-7/8" DLO 91-7/8" DLO 97-7/8" 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 B C 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 B C D 17'' 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 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 24" DLO Jamb 8 8 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 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 9+10 23" 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 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 30" DLO Jamb 8 8 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 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 9+10 29" 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 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 ~ 36" DLO Jamb 8 8 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 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 9+10 I 35" 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 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C5+1 C5+1 C4+1 C4+1 42" Jamb 8 8 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 a. DLO 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 9+10 ~ .E 41" 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 C4+2 C4+2 C4+2 C4+2 C5+2 C5+2 C4+2 C4+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 0 48" Jamb 8 8 8 8 8 8 8 8 8 8 8 8 10 8 8 8 10 10 10 10 10 10 10 10 12 10 10 10 12 10 10 10 z DLO 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 9+10 47" 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 54" DLO Jamb 8 8 8 8 8 8 8 8 10 8 8 8 10 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 Not available in these sizes 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 60" 53" Jamb 8 8 8 8 8 8 8 8 10 8 8 8 10 8 8 8 DLO 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 FOR EXAMPLE ON USING TABLE, SEE SHEET 8. DLOWIDTH = 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, TABLE2A: 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 1-I--DOOR UNIT HEIGHT-10.125" (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" Sill Riser Height I PANEL HEIGHT= SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. (+) Design (.!) DOOR UNIT HEIGHT - 1.866" POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY (Flat or Box, see Pressure, psf i:u §I OH RATIO::: 1 Sheet 17) I PRODUCT REVISED AN OVERHANG COM PL YING WITH THE CURRENT FBC (SEE ADJACENT DIAGRAM); THIS CONDITION IS I as complying with the Florida NOT RATED FOR WATER INFILTRATION. Flush -1-1/2" see note 3 0 Building Code 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. Low-2-1/2" + 46.67 J_ NOA-No. 20-0429.09 Medium -3-1 /4" + 60.0 Expiration Date: 02/17/2025 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. High-4" + 60.0 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE OH RA TIO _ OH LENGTH By:_ ls."-7 1· c:::,;..,.,..i... ___ INSTALLED. SEE NOTES 1-3 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 Outs;de Comee ' l Inside b Outside o~~ e ~ Corner~ I tl9 ~ IJr Ftt r! :r:::159 ,,,11111,,, ¼=ft r; r Inside ::t:J5=+ <,''~o~"!-~10{~~ 11, 1//// Inside Corner I Corner ,' ~ .·· ucENs~ ·-.~< <-Corner ~~ .. -· ··--~~ Part #61 (Stile) Part #61 (Stile) Part #119 (Out.) Part #61 (Stile) ::° -.!, :· No. 58705 ·.. -.:::. Part #61 (x2) Part#61 Part#61 Part #67 (Astragal) Part #61 Part #118 (Corner Part #120 (In.) Parts #31 & #32 Part#61 =. e f {).ti : ,\-= --0 : ; :: Receiver) (Corn. & Fxd Mount) :: ~ ·. '$.z~v .-a::~ 1070 TECHNOLOGY DRNE °"""""""' ~Q .... STATE OF _.: I!/~ ;'~• ~ . ~-... N. VENICE, FL 34275 ~ DP AND ANCHORAGE ,..,.. & ·· ... lOR1Dl'-.. ··e:,~ ,' (941)480-1600 7Jlo: //1118/oNfa:\·. ·'c,~ \ ,,,' R-J%" I °"0~126120 I RD I NO CHANGES THIS SHEET. REGISTRATION #29296 SERIES 770 ALUM. SGD -LM IMPACT 11,,,1111~111'' -rca 1-1~~ I~ A. LYNN MILLER, P.E. °"jRBy: 110110/14 1~, Dais: I SGD-770 NTS 7 at 22 PGT0130 P.E.# 58705 TABLE 3· Design Pressure {DP) and Anchor Quantities Required, {for all approved configurations on Sheets 2 & 3) For corner astragal anchorage on so• or 135° corner units, see sheet 11 Door Unit Height Table applies to Glass Types 4, 4A, 80" 84" 90" 96" 6, GA, 7, 7A, 8 & 8A and the 69-7/8" DLO 73--7/8" DLO 79-7/8" DLO 85-7/8" DLO Stile/Astragal types shown below. Anchor Group Anchor Group Anchor Group Anchor Group A I B I C I D A I B I C I D A I B I C I D A I B I C I D Design Pressure +l-90.0 psf 24" 17" Head/Sill C4+1 I C4+1 I C4+1 I C4+1 C4+1 I C4+1 I C4+1 I C4+1 C4+1 I C4+1 I C4+1 I C4+1 C4+1 I C4+1 I C4+1 I C4+1 DLO Jamb 8 I 8 I 8 I 8 8 I 8 I 8 I 8 8 I 8 I 8 I 8 8 I 8 I 8 I 8 P-hook 6+7 I 6+7 I 6+7 I 6+7 7+8 I 7+8 I 7+8 I 7+8 7+8 I 7+8 I 7+8 I 7+8 7+8 I 7+8 I 7+8 I 7+8 Design Pressure +/-90.0 psf 30" 23" Head/Sill C4+1 I C4+1 I C4+1 I C4+1 C4+1 I C4+1 I C4+1 I C4+1 C4+1 I C4+1 I C4+1 I C4+1 C4+1 I C4+1 I C4+1 I C4+1 .r: DLO Jamb 8 I 8 I 8 I 8 8 I 8 I 8 I 8 10 I 8 I 8 I 8 10 I 8 I 8 I 8 '6 P-hook 6+7 I 6+7 I 6+7 I 6+7 7+8 I 7+8 I 7+8 I 7+8 7+8 I 7+8 I 7+8 I 7+8 7+8 I 7+8 I 7+8 I 7+8 ~ Design Pressure +l-90.0 psf ai C: 29" Head/Sill C4+1 I C4+1 I C4+1 I C4+1 C4+1 I C4+1 I C4+1 I C4+1 C4+1 I C4+1 I C4+1 I C4+1 C5+1 I C5+1 I C4+1 I C4+1 t1J 36" a.. DLO Jamb 10 I 8 I 8 I 8 10 I 8 I 8 I 8 10 I 8 I 8 I 8 12 I 10 I 8 I 8 "ffi P-hook 6+7 I 6+7 I 6+7 I 6+7 7+8 I 7+8 I 7+8 I 7+8 7+8 I 7+8 I 7+8 I 7+8 8+9 I 8+9 I 8+9 I 8+9 C: .E Design Pressure +/-90.0 psf ;;2 35" Head/Sill C4+2 f C4+2 I C4+2 j C4+2 C4+2 I C4+2 I C4+2 I C4+2 C5+2 I C5+2 I C5+2 I C5+2 C5+2 I C5+2 I C5+2 I C5+2 42" DLO Jamb 10 I 8 I 8 I 8 10 I 8 I 8 I 8 12 I 10 I 8 I 8 12 I 10 I 8 I 8 P-hook 7+8 I 7+8 I 7+8 I 7+8 7+8 I 7+8 I 7+8 I 7+8 8+9 I 8+9 I 8+9 I 8+9 8+9 I 8+9 I 8+9 I 8+9 Design Pressure +l-90.0 psf See Note A~ow. 48" 41" Head/Sill C5+2 I C5+2 I C4+2 I C4+2 C5+2 I C5+2 I C5+2 I C5+2 C5+2 I C5+2 I C5+2 I C5+2 C6+2 I C6+2 liC5+2\C5+2 DLO Jamb 10 I 8 I 8 I 8 12 I 10 I 8 I 8 12 I 10 I 8 I 8 14 I 12 I 8 11 8 P-hook 7+8 I 1+8 I 7+8 I 7+8 8+9 I 8+9 I 8+9 I 8+9 8+9 I 8+9 I 8+9 I 8+9 9+10 I 9+10 l\9+10J9+10 ---NOTES: 1) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 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, POSITIVE WATER 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. 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 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. I Maximum DP shown below (May be limited by Table 3A) 102" 108" 91-7/8" DLO 97-7/8" DLO Anchor Group Anchor Group A I B I C I D A I B I C I D +/-82.5 psf +/-75.0 psf C4+1 I C4+1 I C4+1 I C4+1 C4+1 I C4+1 I C4+1 I C4+1 10 I 10 I 10 I 10 10 I 10 I 10 I 10 8+9 I 8+9 I 8+9 I 8+9 8+9 I 8+9 I 8+9 I 8+9 +/-82.5 psf +/-75.0 psf C4+1 I C4+1 I C4+1 I C4+1 C4+1 j C4+1 I C4+1 I C4+1 10 I 10 I 10 I 10 10 I 10 I 10 I 10 8+9 I 8+9 I 8+9 I 8+9 8+9 I 8+9 I 8+9 I 8+9 +/-82.5 psf +/-75.0 psf C5+1 I C5+1 I C4+1 I C4+1 C5+1 I C5+1 I C4+1 I C4+1 12 I 10 I 10 I 10 10 I 10 I 10 I 10 8+9 I 8+9 I 8+9 I 8+9 8+9 I 8+9 I 8+9 I 8+9 +/-82.5 psf +/-75.0 psf C5+2 I C5+2 I C5+2 I C5+2 C5+2 I C5+2 I C5+2 I C5+2 12 I 10 I 10 I 10 12 I 10 I 10 I 10 8+9 I 8+9 I 8+9 I 8+9 8+9 I 8+9 I 8+9 I 8+9 +/-82.5 psf +/-75.0 psf C6+2 I C6+2 I C5+2 I C5+2 C6+2 I C6+2 I C5+2 I C5+2 14 I 12 I 10 I 10 14 I 10 I 10 I 10 9+10 I 9+10 I 9+10 I 9+10 9+10 I 9+10 I s+10 I s+10 EXAMPLE ON SHEET 9 DLOWIDTH = NOM. PANEL WIDTH -7" DLO HEIGHT= DOOR UNIT HEIGHT-10.125" PANEL HEIGHT= DOOR UNIT HEIGHT -1.866" 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@ go• Astragal Lockstile@ 135° Astragal Lockstile@ Assembly Straight Astragal Assembly go• 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' l Inside b Outside o~~ 8 ~ Corner~ j J)9 ~ ~ t=ttt! :r::tf' t=c~ c; r Inside ::r:::J:fi Inside Corner I : Corner Corner Part #61 (Stile) Part #61 (Stile) Part #119 (Out.) Part #61 (Stile) Part #61 (x2) Part #61 Part #61 Part #68 (Astragal) Part#61 Part #118 (Corner Part #120 (In.) Parts #31 & #32 Part #61 Receiver) (Corn. & Fxd Mount) ~:= 1080~126120 °"jRey: lt0/10114 NO CHANGES THIS SHEET. 1070 TECHNOLOGY DRNEI Oeoa$>IIOn: N. VENICE, FL 34275 DP AND ANCHORAGE (941)480-1600 .,_ REGISTRATKJN"'92Sti ~ !!3!!.fES 771!..,ALU~ SGD -l~'1f'ACT SGD-770 NTS 8 ar 22 PGT0130 TABLE3A: Sill Height to Max. (+) DP (Water Infiltration Rating) Sill Riser Height (+) Design (Flat or Box, see Sheet 17) Pressure, psf Flush -1-1/2" Low-2-1/2" Medium -3-1/4" High-4" SEE NOTES 1-3 I-I (9 [u I I 0 §I see note 3 + 46.67 + 60.0 + 90.0 l--OH RATIO;:: 1 l_....__ __ OH RA TIO = OH LENGTH OH HEIGHT PRODUCT REVISED as complying with the Florida Bulldlng Code NOA-No. 20-0429.09 Expiration Date: 02/17/2025 By: _ I >c.--"2 I. c. ,;,.,...l.,._ __ _ Miami-Dada Product Control ~ll_l___i__L ,,,,· 1,.\'{ LYNN ;'111 ·,' '00:':-......... _If!;, 11/ ,' 6 .·· \..\CENSt_:-· .. <(~ <-j~ ~_.-· No. 58705 ··---: J = :/17 fgia...J,..: = ::.-u :(/\ .:::.__ : ::: ::-;q ··. ~.2..a . .-,er:::: -:::, Q ·.. ;f.ATEO ·· It/::: ,,. :,(\. .·_.::::,.' ,,.11 ~-5'·· .. '."?ORIO_~~-·.· 0'-" ,>' 1111/1oNAL \:.~~\,'' 1,,,1,,,,,,, A. LYNN MILLER, P.E. 0 I P.E.# 58705 NO FRAME "9+1 0" P-HOOK ANCHORAGE CONSISTS OF: JAMB (9) P-HOOK ANCHORS, REQUIRED@ (PERPENDICULAR TO GLASS EXTERIOR PLANE) SEE TABLE 2, SHEET 7 POCKETS AND SEE POCKET (10) P-HOOK r------JAMB MOUNTING I -'f i INSTALLATION, ADAPTER--,..1-----THIS SHEET ANCHORS MIDWAY & SHEET 14 BETWEEN P-HOOK SEE "C5" CLUSTER MAX. UNIT WIDTH SEE "C5" CLUSTER DETAILS, REQUIRES "C6" SHEET 10 FOR INTERLOCK DETAILS, SHEET 10 FOR TERLOCK 48" NOM. PANEL WI xl_ X ~. TT XI i L3"MAX. CLUSTER.SEE DETAILS, SHEET 11 ~:,/x ANCHORS & AT 3" FROM TOP & BOTTOM ,-, I j x= FRAME cot ANCHORS q SEE "C5" CLUSTER DETAILS, SHEET 10 FOR ASTRAGAL :··r:r 6"MAX. x1x7 X ~-21"MAX. ,-a" MAX. To OPENING -+-_-1-__ E_D_G_E_O~FPOCKET SEE INSTALLATION DETAILS 'Jc' & 'Kc', SHEET 14 & PART DETAILS 'J' & 'K', SHEET 19 FOR P-HOOK ANCHORS ffi , ... , o.c.lel ,o, ~:t ··1+.dl ~~ l®I I I ffiQ I I I 5 ~ l®I I I 14" MAX. o.c. (") ®= P-HOOK ~ ANCHORS z 96" UNIT HEIGHT O.C. x1x7 4 PAIRS OF ANCHORS (TOTALS ANCHORS) PERJAMB (SEE JAMB DETAIL BELOW) >-1-' •s•I~ 1 ~~ I I 'o! T 111.JQ L'®' 11 : 8 ~ I I IO I r-3" MAX. 1Q L_ 6"MAX. ------1-, i T --IL mo= P-HOOK ::::0 MOUNTING ADAPTER ANCHORS _ x I x (?<':--/ ~x '-\_:+;' X X '-\_.,+2" ·x":) x I x t f" rx _)j ')(' )( X )( 'XI -~~ ~ '(:" MAX =:::J-END PANEL "\._"+2" . ANCHORAGE (SEE END PANEL ANCHORAGE (SEE SKETCH BELOW) 8"MAX., TYP. ANCHORAGE ANCHORAGE ANCHORAGE ANCHORAGE "+2" SKETCH BELOW) ANCHORAGE EXAMPLE: 5-PANEL, 2 TRACK, 90° OUTSIDE CORNER -pXX/XXO -EXT. MOUNT POCKET ANCHORAGE PLAN: 48" x 96" NOM. PANELS, ANCHOR GROUP C IN CONCRETE SUBSTRATE (SEE TABLE 3, SHEET 8) ANCHORAGE EXAMPLE NOTES: 1) APPROVED ANCHORS: SEE TABLE A, SHEET 1 2) ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-31 SHEETS 6-8: HEAD & SILL: 8" MAX. FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM APPROPRIATE TABLES, SHEETS 6-8 AT EACH INTERLOCK AND STRAIGHT AND CORNER ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE ANCHORS PER PANEL. ADDITIONAL ANCHORS 24" O.C. MAXIMUM. END PANEL ANCHOR EXCEPTION, ("+1" ANCHORAGE ONLY): DISTANCE TO NEXT CLUSTER TO BE 24" O.C.,OR LESS l CENTERLINE OF END PANEL ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE O.C. DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER 24", OTHERWISE ANCHORS ARE NOT REQUIRED AT THE MIDSPAN AS PER THE FIGURE ABOVE: JAMBS & P-HOOKS: 6" MAX. FROM BOTTOM, 21" MAX. ANCHOR PAIR O.C. (JAMBS), 14" MAX. ANCHOR O.C. (P-HOOK) UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6-8. SEE P-HOOK ANCHOR DETAILS ON SHEET 14. "+2" ANCHORAGE SEE "C5" CLUSTER END PANEL CENTERLINE DETAILS SHEET 10 CENTERLINE ANCHORAGE 1--0F ' \ 1---0F I INTERLOCK FOR ASTRAGAL I ASTRA GAL (2 ANCHORS) 2.04" 21" MAX. O.C. 6"MAX. 6" EXTERIOR ~ 5.64" G-TRACK FRAME JAMB ANCHOR PAIR SPLICE NOTE: NON-STRUCTURAL ANCHORS MAY BE ADDED AS NEEDED TO ALIGN THE HEAD OR SILL IF A SPLICE OCCURS AT THE P-HOOK. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0429.09 Expiration Date: 02/17/2025 By: i>t--"2 /. c:,;.,,,..l-. Miami-Dade Product Control I ~• 1 ,___ ~ i::11 I \--J MAX r-1/~l \ ,?$:$ I -8flz.) z z z z 4it?tx 7 7 7 zz:A~,.,y 7 7 7 7 /4zfz ¥ z z z'a ~ ll ,,,,~~~'{ LXNtv~>// / . . ~ . . . . . - -~ ~'*~~----,~~cEN;~·-.:t~;;,,~ I--CENTERLINE "+2" ANCHORAGE_/ j_ CENTERLINE -"+2" ANCHORAGE_/ j_ CENTERLINE :: * / No. 58705 \ *~ I OFPANEL3 I -OFPANEL4 I -OFPANEL5 : Ul·;f:f_~: = SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS -:; ] \ l-{ y l,2-J-u _.: Q: ~ 1070TECHNOLOGYDRNE ~ -:.. Q ·.. STATE OF : I!/::: N. VENICE, FL34275 [a ANCHORAGE SPACING & EXAMPLE PLANS ,:_ ~ ·· .. ;:-l P-.• •• ~ ,' (941)480-1600 Tillo: ->✓--'&" · ... <?.~~? .. ·· ,0'\,' // u10 tc:.".). ,, REG/STRATION#29296 SERIES 770 ALUM. SGD -LM IMPACT 1111 NA L \ \ \ \ ® -Sale: -lhwtloNo. R-. A. UMh.hlLLkk, P.E. SGD-770 NTS 9 of 22 PGT0130 D P.E.# 58705 EXTERIOR 9 ~:= I ~126120 NO CHANGES THIS SHEET. °'jRSy; lto/10/14 ICheatod Dais: t ASTRAGAL OR 1--SPLICE LOCATION INTERLOCK---! IF NEEDED CENTERLINE I 3.5" 1.75" 2.04" EXTERIOR ~ 2-TRACK FRAME HEAD/SILL @ ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4") ASTRAGAL OR 1--SPLICE LOCATION INTERLOCK--j IF NEEDED CENTERLINE t ASTRAGAL OR I (FOR SPLICE INTERLOCK--1 CONDITION, USE CENTERLINE I "C6" CLUSTER DETAIL) 2.04" f I ~ 2 9 I l 1= ASTRAGAL OR -I--SPLICE LOCATION INTERLOCK -I IF NEEDED CENTERLINE 1 1_75,, EXTERIOR 4" DIAG. EXTERIOR ~ 2-TRACK FRAME HEAD/SILL @ ASTRAGAL OR INTERLOCK (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED, "C5") ASTRAGAL OR (FOR SPLICE ~ 2-TRACK FRAME HEAD/SILL @ ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C6") 6"DIAG. 2.04" EXTERIOR ~ 2 5.64" M 6"MAX. ~2-TRACK FRAMEJAMB ANCHOR PAIR 0 6 6"DIAG. 2.04" --t 1" '.\X.. .C. t t "MAX. --/ ~ INTERLOCK--j CONDITION, USE CENTERLINE 1 "C6" CLUSTER DETAIL) ASTRAGAL OR I~ SPLICE LOCATION INTERLOCK--r-1F NEEDED 2.04" CENTERLINE L-i 3.5" EXTERIOR ~ I 4-TRACK FRArvlEJAMB ANCHOR PAIR 3.5" DIAG. TERIOR ~ 5.6 4" t t l " i O t 408" t=4.08" t ~ > I A ~ 21" MAX. O.C. ANCHORS MAY BE INSTALLED EITHER IN THE EXT. OR INT. TRACK (INT. SHOWN) 5.64" NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. EXTERIOR ~ 3-TRACK FRAME HEAD/SILL @ ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4") ASTRAGAL OR 1--SPLICE LOCATION INTERLOCK--! IF NEEDED CENTERLINE I ~ 1.75" 3.5" EXTERIOR ~ 3-TRACK FRAME HEAD/SILL @ ASTRAGAL OR INTERLOCK (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED, "C5") EXTERIOR ~ 3.5" 3-TRACK FRAME HEAD/SILL @ ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C6") ASTRAGAL OR I (FOR SPLICE INTERLOCK--CONDITION, USE CENTERLINE 1 "C6" CLUSTER DETAIL) ASTRAGAL OR (FOR SPLICE INTERLOCK--! CONDITION, DO NOT CENTERLINE USE THIS DETAIL) --l 3.5" 4" DIAG. 2.04" 6"MAX. ~KFRAMEJAMB ANCHOR PAIR FOR SPLICED CONDITIONS ONLY: SPLICE LOCATION ·1F NEEDED 3.5" 2. FOR HEAD OR SILL SPLICE LOCATIONS/ANCHORAGE AT P-HOOK SEE SHEET 9. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0429.09 Expiration Date: ~7/2025 By: I ,-l-..s7 I. c:::,,;,,,,..:i.. Miami-Dade Product Control 2.04" EXTERIOR ~ 4-TRACK FRAME HEAD/SILL @ ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4") R-:::= I ~/26120 NO CHANGES THIS SHEET. °J'RBy: lw,0114 EXTERIOR ~ 1------=+=-=~-~-t 4.08" LJJ . • , 35" ,>'''·,.,,\'< LYNv.'111/ 7" -----1 EXTERIOR I---711 ----J --1 3.5" I::= . ._,_,,, ~'<',~~: ..... ·./._I/~/ ✓✓✓--, n , ~ .· ucENs~ •·"< ,,. 4-TRACK FRAME HEAD/SILL V 4-TRACK FRAME HEAD/SILL :::' ~ .·· ·--~ -:::. @ ASTRAGAL OR INTERLOCK @ ASTRAGAL OR INTERLOCK :: * _.: No. 58705 -.._-P ~ (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C6") = j 0,.2..;..~ : * -ANCHORS ARE REQUIRED, "C5") WITH & WITHOUT SPLICE CONDITION :: -U ·.. Yi ,., ~Q _: :: ----------~----------------~. ~/J,u. CJ:_ 1070TECHNOLOGYDRJVE ~ -:::. Q ·.. t'\TE OF .: I!/::: N.VENICE,FL34275 DGT ANCHORAGE, EXAMPLE CLUSTERS -:::.,,,,~··· .. :"'loRmf>-... ···~:--, ..... ::: (941)480-1600 'lllle: // ~s · ....... · ~0 ,, REG/STRATION#29296 SERIES 770ALUM. SGD-LM IMPACT 111,/yNAL ~,,,,'--&:ale: -Ln,o/nQNo. Rev: A LYNtH,/,lt~R PE ® SGD-770 NTS 10 of 22 PGT0130 D . P.E.# 58705° .. 2.04" INTERIOR 2.04" __ , EXTERIOR 2.04" 2.04" EXTERIOR 90° CORNER 2-TRACK FRAME HEAD/SILL (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "ffi 4.08"j::::i INTERIOR -.--rh---r.l'r-.......+.-..-4" 3.5" 4.08" 4" 90° CORNER 2-TRACK FRAME HEAD/SILL (USE WHERE 5 OR 6 CLUSTER ANCHORS ARE REQUIRED, "C6") EXTERIOR 7" 4.08" 2.04" 135° CORNER 2-TRACK FRAME HEAD/SILL (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, ".£1'.'.) EXTERIOR INTERIOR 2.04" 135° CORNER 2-TRACK FRAME HEAD/SILL (USE WHERE 5 OR 6 CLUSTER ANCHORS ARE REQUIRED, "C6") "+1" ANCHOR . I I CENTERLINE , __ 7" 90° CORNER 3-TRACK FRAME HEAD/SILL ("C6" ANCHOR CLUSTER REQUIRED AT ALL 3-TRACK CORNERS) INTERIOR 6.12" 2.04" 135° CORNER 3-TRACK FRAME HEAD/SILL ("C6" ANCHOR CLUSTER REQUIRED AT ALL 3-TRACK CORNERS) INTERIOR {r ~x~~~ v~~ j "+2" ANCH!t I 204" J J r 4"DIAG 3.5" ~ 4" INTERIOR 3.5" 6.12" 2.04" EXTERIOR NOTES: 90° CORNER 4-TRACK FRAME HEAD/SILL ("CB" ANCHOR CLUSTER REQUIRED -AT ALL 4-TRACK CORNERS) EXTERIOR 7" INTERIOR 6.12" 4"DIAG. 135° CORNER 4-TRACK FRAME HEAD/SILL ("C8" ANCHOR CLUSTER REQUIRED AT ALL 4-TRACK CORNERS) 1. ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. -2.04" 4.08" EXTERIOR 2.04" CENTERLINE OF PANEL "+3" ANCHOR 3.5" :_ CENTERLINE I . OFPANEL 4-TRACK FRAME HEAD/SILL INTERMEDIATE ANCHOR LAYOUT (3-TRACK SIMILAR) 1 "+1" ANCHOR t I _ CENTERLINE i-oFPANEL 2H " _§1l~ J 4" DIAG. 3.5 I _ CENTERLINE i-oFPANEL "+3" ANCHOR 2.04" 4"DIAG. I-CENTERLINE I . OFPANEL 2-TRACK FRAME HEAD/SILL INTERMEDIATE ANCHOR LAYOUT PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0429.09 Expiration Date: 02/17/2025 By:_ I >t.-..~ /. C::,4,,..,..i.. Miami-Dade Product Control \\\\I.. .. . • I I I I I ,,<' ,)..o~~ .~t~N A .. 1111 .::,' ~::-·· \)CENs··.'~f( ✓,,,... .:::: ~---!:' ·-.~--::, -. . "P ..,. ::: * .-· No. 58705 ·.. -::. = =11.,P.}x:* = 7J : (.11.L--: '-:,~\ Q.220/0:_ 2. DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE IDENTICAL FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. 1070 TECHNOLOGY DRIVEi ,,_,..,,,, (941)480-16()0 1-lJlo:------1'----------------, N. VENICE,FL34275 ~ ANCHORAGE EXAMPLE CLUSTERS ~-,~ . i TE F •· (!;; ,, (<'i.$' · ... lOR\O~ .. ·· ~,' /11,;'slo"rvAi ... · "r:.-~0,,,' R-J:= I ~/26120 °JRBy. l°'w10114 NO CHANGES THIS SHEET. REGISTRA110N#29296 ® !!3!!!,ES 77°-.,ALU~ SGD-L~At:ACT SGD-770 NTS 11 o1 22 PGT0130 R-. D A. ~~~N1MHtR\ 'p\f' P.E.# 58705 INSTALLATION DETAILS EDGE DISTANCE: .-----SEE TABLE A, SHEET 1 EXTERIOR <=1 EMBEDMENT: J SEE TABLE A, SHEET 1 , 2XWOOD TYP., SEE ANCHOR NOTE 3, SHEET 1 6" * 1/4" r MAX SHIM WOOD ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 ru 2-TRACK FRAME HEAD ~ WOOD INSTALLATION WOOD ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 SEE ANCHOR 2XWOOD TYP., SEE ANCHOR NOTE 3, SHEET 1 N0~~1~4.?~~~l~i@!oom~ J EXTERIOR T <=12-1/16" * ---.---EDGE DISTANCE: --4-----i SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 ru 2-TRACK FRAME SILL ~ WOOD INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 2XWOOD TYP., SEE ANCHOR ---U-1-.u/-f~\\\I\I NOTE 3, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 ,__ _ __,__ EDGE DISTANCE: SEE TABLE A, SHEET 1 2-1/16" * 1/4" EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 -----2-1/16" * MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE NOTES: r MAX. SHIM EXTERIOR t Q 'Fi i1h;~,.---,~n~ln ~n~.n~~nln~~nln~.---,~Jt-:::~ 1/4" MAX. SHIM 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. 2XWOOD TYP., SEE ANCHOR NOTE 3, SHEET 1 WOOD ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 ru 3-TRACK FRAME HEAD ~ WOOD INSTALLATION WOOD ANCHOR TYP., SEE ANCHOR NOTES METAL TYP., SEE ANCHOR NOTE 4, SHEET 1 SMS ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 ru 4-TRACK FRAME HEAD ~ METAL INSTALLATION METAL TYP., SEE ANCHOR 2. METAL OR WOOD SUBSTRATES MAY BE USED FOR ALL FRAME TYPES PER TABLE A, SHEET 1. * DIAGONAL O.C. IS MIN 4" (HEAD & SILL) OR 6" (JAMB) SEE DETAILS, SHEETS 10 & 11. SEE & TABLE A, SHEET 1 ANCHOR NOTES,}_ SHEET 1 2XWOOD TYP., SEE ANCHOR NOTE 3, SHEET 1 SEE ANCHOR SMS ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 NOTE 4, SHEET 1 MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE (1/4" MAX.) l EXTERIOR ~-1/16" * ---.---EDGE DISTANCE: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 ru 3-TRACK FRAME SILL @WOOD INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 2XWOOD TYP., SEE ANCHOR NOTE 3, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 NOTES,}_ EMBEDMENT: SEE TABLE A, SHEET 1 (1/~:~:~~! .. a·=--~r~'.,,~~]~:~111 t i-----i-EDGE DISTANCE: film 4-TRACK FRAME SILL ~METAL INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 METAL TYP., SEE ANCHOR NOTE 4, SHEET 1 SMS ANCHOR TYP., EDGE DISTANCE: SEE TABLE A, SHEET 1 2-1/16" * SEE ANCHOR NOTES -fl---{Jllllltl +--tt-------1-& TABLE A, SHEET 1 SEE TABLE A, SHEET 1 as complying with the Florida Building Code NOA-No. 20-0429.09 Expiration Date: 02/17/2025 By: I s;.1,_,.7 I· ,::::,;..,~_i.. Miami-Dade Product Control WOOD ANCHOR TYP., SEE ANCHOR NOTES -11---rn•l•a•lt•iH---1. & TABLE A, SHEET 1 EXTERIOR ~/4" MAX. SHIM WOOD ANCHOR TYP., ~ ~"--MIN.OF 3 SEE ANCHOR NOTES THREADS \ I '.' I , I . I ,\ '{LYN 11 &TABLEA,SHEET1 EXTERIOR BEYONDTHE ,.,.',·y,~~········/y_✓,1/,1\ .. EXTERIOR _n__ METAL ,' ~.-· \,ICENs{;; ·· .. <( ~ -----=n=---II --1 I--V SUBSTRATE :::" "<'_:" · .. ~ ~ V 1/4 MAX. SHIM 1/4" MAX. SHIM -I-·~ * _: No. 58705 ·.. ::. RwBJ:r-I ~12e120 ~RBy. lw,10/14 mm 2-TRACK FRAME JAMB ~ WOOD INSTALLATION NO CHANGES THIS SHEET . : *-mm 3-TRACK FRAME JAMB mm 4-TRACK FRAME JAMB : 4 :2-.~ : = ~ WOOD INSTALLATION ~ METAL INSTALLATION ::--j .... l,f / ~/ Cr: g 1070TECHNOLOGYDRNE ~ -::.9' ·.. STA~-<..~---(//::: N.VENJCE,FL3427s ~ ANCHORAGEDETAILS ............ ~~·-.. ~"lomor-.•·· if',,' (941J480-t600 Tllla: /// S;0········s•·~f~,<' REGISTRAT10N#29296 SERIES 770ALUM. SGD-LM IMPACT 1111,,,~,A~\\\\\,, -Salle: st.e1: ,,,_,,,No. Rrr. A. LYNN U1LLER. P.E. ® sGo.no NTS 12 o1 22 PGT0130 D P.E.# ss7os INSTALLATION DETAILS ,__ _ _.__ EDGE DISTANCE: SEE r I TABLE A, sHEET 1 coNcRETE f\. i-. -------•~I -2-1/16" * PER TABLE EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: .-----i--SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. CONCRETE PER TABLE A, SHEET 1 A, SHEET 1 EXTERIOR .. ~ ··-1 EMBEDM~: Jt~~li~l~~L 1/4" El<:TERIJ~~~Bi~,i~l~~-t 1/4" CONCRETE PER TABLE A, SHEET 1 I i r ~ ., . i. •. . • . , ••; 114" "DIAGONALO.C. IS (:J::tJlCJtJtlr ~~ g~i:·~ftiEtr) SEE TABLE A, MAX. /1-, MAX. SHEET 1 SHIM '\,--I SHIM 10 & 11. 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 & PROPERLY SECURED 1X L CONCRETE ANCHOR TYP., 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 mm 2-TRACK FRAME HEAD mm 3-TRACK FRAME HEAD r;::g; CONCRETE INSTALLATION ~ CONCRETE INSTALLATION ru 4-TRACK FRAME HEAD \£97 CONCRETE INSTALLATION CONCRETE ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 PROPERLY SECURED 1X CONCRETE ANCHOR TYP., WOOD BUCK TYP., SEE SEE ANCHOR NOTES & ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 PROPERLY SECURED 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHEET 1 CONCRETE ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 PROPERLY SECURED 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHEET 1 SEE ANCHOR NOTE 5, SHEET 7 1 (1/4" MAX.) _L_ ~ r!lTfff!f.:~ l EXTERIOR T . . . . . . . , ~2-1/16"* ----, SEE ANCHOR NOTE 5, SHEET 1 (1/4" MAX.) _,__-=..___, EXTERIOR ~-1/16"* ---EDGE DISTANCE: SEE ANCHOR NOTE 5, (1/:'~~~-~ _l_ ~ii:ii~ EXTERIOR ~ 2-1/16" * ----EDGE DISTANCE: l EDGE DISTANCE: ___ __, SEE TABLE A, SHEET 1 CONCRETE PER TABLE A, SHEET 1 SEE TABLE A, SHEET 1 ----CONCRETE PER TABLE A, SHEET 1 SEE TABLE A, SHEET 1 ------EMBEDMENT: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 mm 2-TRACK FRAME SILL \Qy CONCRETE INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 PROPERLY SECURED 1X WOOD BUCK TYP., ----ttttitlA SEE ANCHOR NOTE 3, SHEET 1 CONC./CMU ANCHOR EDGE DISTANCE: SEE TABLE A, SHEET 1 • .I 2-1/16" * TYP., SEE ANCHOR ~+----1-NOTES & TABLE A, . . SHEET 1 EXTERIOR V114" MAX. SHIM CONCRETE ORCMU PER TABLE A, SHEET 1 mm 2-TRACK FRAME JAMB @ CONCRETE/CMU INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 ru 3-TRACK FRAME SILL @ CONCRETE INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 CONC./CMU ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 PROPERLY SECURED 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHEET 1 EXTERIOR V 1/4" MAX. SHIM =-l EDGE DISTANCE: SEE TABLE A, SHEET 1 CONCRETE ORCMU PER TABLE A, SHEET 1 t'QEn 3-TRACK FRAME JAMB ~ CONCRETE/CMU INSTALLATION ru4-TRACK FRAME SILL @ CONCRETE INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 ----ttn-,c-i-r.,.-,+,-----,-PROPERLY SECURED 1XWOODBUCKTYP .. ~, SEE ANCHOR NOTE 3, SHEET 1 CONC./CMU ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 EXTERIOR ~ EDGE DISTANCE: SEE TABLE A, SHEET 1 CONCRETE ORCMU PER TABLE A, SHEET 1 ru 4-TRACK FRAME JAMB Qs7 CONCRETE/CMU INSTALLATION CONCRETE PER TABLE A, SHEET 1 PRODUCT REVISED as complying with the Florida Building Coda NOA-No. 20-0429.09 Expiration Date: 02/17/2025 By:_ l~e-,.,.7. /. L'.-4-,~.l.. __ _ Miami-Dade Product Control .,111111111,, .·,'-' ~'~ LYNN '111 ,, '<'o~_ .......... 1/4;, // ,,' ~ / \..1CENS~ ·· .. <(~ ..,..,.. .:-: ~~ .. · · .. 1) ~ _-. . No. 58705 \ *:: -. /i fil;io. = ~~ \. v1 . . o_/ $: C:,~·,. t~EO .. ·_!f_.J;: 1070 TECHNOLOGY DRNEI ~ (941)480-1600 1-711/e:-• ------------------N. VENICE, FL34275 ~ ANCHORAGE DETAILS ..,...,. ~ ··./·loR1DP. .. ·· ~,,' ,.,./ 0's ........ • ~0<, /111/0NAL 8,,,, 11111111111' ~:= l~/26120 NO CHANGES THIS SHEET. °JRBy: lw10,14 ct>ecked Dais: R-. D REGISTRAT10N#29296 ~ES 77<!_":'-U~ SGD -LAf.!,~ACT ® SGD-770 NTS 13 at 22 PGT0130 A. LYNN MILLER, P .E. P.E.# 58705 INSTALLATION DETAILS WOOD FRAMING EMBEDMENT: SEE TABLE A, SHEET 1 FRAME JAMB REQUIRED AT ALL INSIDE POCKETS TO PREVENT P-HOOK MOUNTING ADAPTER WATER 2.693" MIN. EDGE DISTANCE NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. EMBEDMENT: SEE TABLE A, SHEET 1 WOOD ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 (ALSO SEE TYP. ):VG I 'LLUSTRA TION, SHEET 9) INFILTRATION CONC./CMU ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 2. FIGURES ON THIS SHEET ARE FOR ILLUSTRATIVE PURPOSES ONLY. SEE TABLE A, SHEET 1 FOR ALL APPROVED SUBSTRATES. ED E DISTANCE: SEE ~~ TABLE A, SHEET 1 EMBEDMENT: PHOOK WOOD ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 (ALSO SEE TYP. i------2.693" MIN. EXTERIOR ~ ILLUSTRATION, SHEET 9) EDGE DISTANCE ru P-HOOK FOR USE WITH FLAT SILL RISERS ~ PARTS #18 #20, #22 OR #24, SEE TABLE A, SHEET 1 P-HOOK CONCRETE OR CMU PER TABLE A, SHEET 1 :.~L;//···, EMBEDMENT:SEE ----~ TABLE A, SHEET 1 1-1/4" MIN. EDGE DISTANCE -/;a\ t EXTERIOR ~ P-HOOK MOUNTING ADAPTER CONC./CMU ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 (ALSO SEE TYP. ILLUSTRATION, SHEET 9) film P-HOOK FOR USE WITH ANY SILL RISER QV PARTS #18 #20 #22 OR #24 3. SEE TABES 1-3, SHEETS 6-8 FOR REQUIRED P-HOOK AND P-HOOK MOUNTING ADAPTER ANCHOR QUANTITIES. ALSO SEE EXAMPLE ON SHEET 9. WOOD INSTALLATION EXTERIOR MOUNT SHOWN. CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN. (SEE TABLES 1A, 2A & 3A FOR WATER RATINGS) MAY ALSO BE INSTALLED IN INTERIOR CONDITION (SEE TABLES 1A, 2A & 3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) EXTERIOR CONDITION METAL TYP., SEE ANCHOR NOTE 4, SHEET 1; MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE EMBEDMENT: SEE P-HOOK MOUNTING CONCRETE OR EMBEDMENT:SEE ___ _ P-HOOK MOUNTING ADAPTER CONC./CMU ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 ADAPTER SMS CMU PER TABLE ANCHOR TYP., SEE A SHEET 1 ANCHOR NOTES ' \ TABLE A, SHEET 1 7r TABLE A, SHEET 1 &TABLE A, SHEET 1 (ALSO SEE TYP. ILLUSTRATION, EMBEDMENT: SEE TABLE A, SHEET 1 (ALSO SEE TYP. ILLUSTRATION, SHEET 9) EMBEDMENT: II f--1 SHEET 9) SEE TABLEA,7 EDGE DISTANCE: SEE SHEET 1 At.. ,r TAB\-E A, SHEET 1 P-HOOK SMS ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 (ALSO SEE TYP. EXTERIOR P-HOOK CONC./CMU ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 (ALSO SEE TYP. EXTERIOR ~ ~ ILLUSTRATION, SHEET 9) .__ ____ 2.693" MIN. EDGE DISTANCE d5:m P-HOOK FOR USE WITH BOX SILL RISERS ~ PARTS #19 #21 #23 OR #25, METAL INSTALLATION EXTERIOR (SEE TABLES 1A, 2A & 3A MOUNT FOR WATER RATINGS) ONLY Rj':= 1~126120 I D I NO CHANGES THIS SHEET. °"jRBy: lro/10/14 lct>eckedBy:f Dais: ILLUSTRATION, SHEET 9) 2.693" MIN. EDGE DISTANCE film P-HOOK FOR USE WITH BOX SILL RISERS @PARTS #19 #21 #23 OR #25. CONCRETE INSTALLATION EXTERIOR (SEE TABLES 1A, 2A & 3A MOUNT FOR WATER RATINGS) ONLY 1070 TECHNOLOGY DRNEI °'"""'""" N. VENICE, FL 34275 ANCHORAGE DETAILS (941)480-1600 111o: REGJrm<ATKJN"""96 ~ ~ES ll~ALU~ SGD-'-!f.'11,f'ACT SGD-770 NTS 14 at 22 PGT0130 Rw. D PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0429.09 Expiration Date: 02/17/2025 By: -I s:c,.___2 I. L'.4-,~..k. __ _ Miami-Dade Product Control \,,1\_1_,1_it1111, <,''' 0~~1 .. 1.:.1_1_,~ry_ M.;;///// ,' ~'0_.·· \..1CENs,s-··-:•(~ ,,,.... .::: 'x"... ··.,-p-::. :: , ,: No. 58705 ·.. :: -"'P(: : _, = : 0..2-~ : ::. --0 :_ ti· 1 -,]io;• 0 ... a:: --"'A . ~,::,J_ • --:;_ Q ·.. TATEO .-· It/::: --:,...,, ~··•,.:<'lOR\Df--. .• ··· ~,,,' .,,/ &s • ........ '0-0' //11/0NAL ~,,,·,' ,,,,1111111\ A. LYNN MILLER, P.E. P.E.#58705 CONFIG. EXAMPLES HEADER DETAIL 'A', SHEET 18; INSTALLATION DETAILS 'Aw' & 'Ac',~ SHEETS 12 & 13 NOTES: 1) SEE SHEET 17 FOR INDIVIDUAL \.'Ur PANEL CONFIGURATIONS AS ' APPLICABLE. SEE DP/ANCHOR TABLES, SHEETS 6-8 FOR MAX. PANEL HEIGHT AND WIDTH. SEE SHEETS 18 & 19 FOR SECTION DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS. 2) (1) LOCK (ITEMS 75 & 107-110) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB OR ASTRAGAL. 3) PLEASE SEE APPLICABLE ASTRAGAL&INTERLOCK COMBINATIONS PER DP/ANCHOR , TABLES. ~' I MAX. PANEL HEIGHT L ---,--PANEL TYPE 'A' 1I /-SEE --NOTE2 ¢ X ----MAX. UNIT I/IAX. i---DLO_ WIDTH -----PANEL PANEL TYPE TYPE 'QS' 'AS' NOM. ! PANEL WIDTHTYP . • PER TABLES 1-3 ¢J ¢ X X ------90° -----PANEL TYPE 'K' ! ¢i X ---MAX. UNIT WIDTH NOM. PANEL WIDTH ____ ___,-i TYP. PER TABLES 1-3 Tl MAX. UNIT MAX. HEIGHT DLO PER HEIGHT TABLES 1-3 J_J INTERIOR EXTERIOR CORNER DETAIL 'N2', SHEET 19 & CORNER ANCHORAGE SHEET 11 goo INTERLOCK DETAIL 'M', SHEET 19 EXTERIOR I INTERIOR JAMB DETAIL 'G3', SHEET 18; INSTALLATION DETAILS 'Gw' & 'Ge', SHEETS 12 & 13 /'..w, DLO WIDTH = NOM. PANEL WIDTH -7" SILL DETAIL 'D', SHEET 18; j INSTALLATION DETAILS 'Ow' & 'De', SHEETS 12 & 13 EXAMPLE: 90° INSIDE CORNER, 4 PANELS -XX/XX DLO HEIGHT= DOOR UNIT HEIGHT -10.125" PANEL HEIGHT = DOOR UNIT HEIGHT -1.866" #10 X 1-1/2" PHSMS PANEL CORNER DETAIL ---Part# Description 124 Kommerling 4SG TPS Spacer System 125 Quanex Super Spacer nXT with Hot Melt Butyl 126 Quanex Duraseal Spacer 127 Cardinal XL Edge Spacer REFERENCE TEST REPORTS: FTL-8717, 8968 & 8970 ~:= ra.:/26120 NO CHANGES THIS SHEET. °'jRBy: 110110114 FRAME CORNER DETAIL Material See this Sheet for Materials SILICONE BY OTHERS #BX 1" PHSMS 1/4"NOM. 3/16" NOM. EXT. GLASS EXT. GLASS INT. GLASS @) KODISPACE 4SG TPS (§ SUPER SPACER®NXT™ ALUMINUM REINFORCEMENT ROLL-FORMED STAINLESS STEEL 5/16" NOM. SILICONE SEAL EXT. GLASS EXT. GLASS INT. GLASS INT. GLASS @) DURASEAL® SPACER (§) XL EDGE™SPACER PRODUCT REVISED as complying with the Florida Building Coda NOA-No. 20-0429.09 Expiration Date: 02/17/2025 By: l>l--7 1-<'.'..4-.n..l<.. Miami-Dade Product Control ~ ,,,,.'-'I Y~'N '711 ,.'·' ';\o'~-'-. :-. ·'-~ .. tl/1, /1✓_,, .::-' .4:--'<_.-·· \...\GENS,$"··}(~ ..... ,..,.. Ca_"◊ ~705 .P ~ :>·o··. $~_:Bf:: 1070TECHNOLOGYDRNE ,.,.,,...,,,,,. ·::.''Q, ·.. -,✓fr:-J-cCi-\ yj:::: N.VENICE,FL34275 ~ ANCHORAGEDETAILSIEXAMPLEELEVATIQ --:..,,-~----.~LOR1D[:-.-··· #,/: (941)480-1600 TIiie: // .. ,S\-. ....... ~,c..\0 ' // '0/0t I \;.'-,'-REG/STRATJ0N#29296 SERIES 770 ALUM. SGD -LM IMPACT I I I I I I I ✓A~\\\\\\ ® SedesNodat Scale: -Dnlwt!gNo. Rll'r. A. LYNN M,llER, P.E. SGD-770 NTS 15 of 22 PGT0130 D P.E.# 58705 CONFIG. EXAMPLES ~N;ERLOCK DETAIL jFORALL DETAILS ON THIS SHEET, SEE NOTES ON SHEET 15 _ ~ / M' SHEET 19 OPERABLE JAMB DETAIL 'G3', SHEET 18; ( , ~ '~INSTALLATION DETAILS 'Gw' & 'Ge', SHEETS 12 & 13 ~D JAMB DETAIL 'G2', ASTRAGAL HEADER DETAIL 'A', SHEET HEADER DETAIL 'A', SHEET 18; L~•~~ET 18; INSTALLATION DETAILS 'L 1' & 18; INSTALLATION DETAILf LINSTALLATION DETAILS 'Aw' & 'A-' DETAILS 'Gw' & 'Ge', L2, SHEET 19 'Aw' & 'Ac', SHEETS 12 & 13 SHEETS 12 & 13 _ 7 ('I'_, ('I', iS== PANEL PANEL TYPE TYPE 'R' 'L' j NOM. PANEL 1_ WIDTHTYP. MAX. PER DLO TABLES 1-3 HEIGHT ~ !0 ¢ r / I'\. X I,. !~ \ PANEL PANEL TYPE TYPE 'D' 'A' ! ! '--SEE NOTE2,-SHEET15 ¢ ¢ X X SILL DETAIL 'D', SHEET 18; MAX. UNIT HEIGHT PER TABLES 1-3 J 1 ~NE~:~c~ 'Dw' & 'De', SHEETS 12 ( & 13, PANEL TYPE 'A' MAX. I-DLO HEIGHT ¢ X MAX. LJNIT WlnTH I '--../\_ ~I -SILL DETAIL 'D', SHEET 18; ~ ~ PANEL PANEL TYPE TYPE 'CS' 'QS' NOM. ! PANEL WIDTHTYP. PER TABLES 1-3 ¢ X MAX. UNIT WIDTH MAX. DLO WIDTH TYP. ! SEE NOTE 2, SHEET15 ¢i X ~ 7 MAX. UNIT HEIGHT PER TABLES 1-3 J JAMB DETAIL 'G3', SHEET 18; INSTALLATION DETAILS 'Gw' & 'Ge', SHEETS 12 & 13 I! INTERLOCK DETAIL -'M', SHEET 19 90° OUTSIDE CORNER DETAIL 'N1', SHEET 19 & CORNER ANCHORAGE SHEET 11 NOM. PANEL WIDTHTYP. PER TABLES 1-3 MAX. UNIT WIDTH --------i PANEL CORNER CONSTRUCTION DETAILS SHEET 15 EXAMPLE: OXXX (2-TRACK) INSTALLATION DETAILS 'Dw' & 'De', SHEETS 12 & 13 EXAMPLE: 90° OUTSIDE CORNER -XX/XX (2-TRACK) ASTRAGAL DETAILS 'L 1' & L2, SHEET 19 \. t a e!;) JAMB DETAIL '11', SHEET 18; INTERLOCK DETAIL 'M', SHEET 19 INSTALLATION DETAILS 'lw' & ,~ INTERLOCK DETAIL 'M', SHEET 19 'le', SHEETS 12 & 13\ HEADER DETAIL (-\ f\ HEADER DETAIL 'C', SHEET ~-:\ )---.,. JAMB DETAIL 'H2', SHEET P-HOOK DETAIL 'J' & 'K', SHEET 'B', SHEET 18; , ' ... _j 1 INSTALLATION~ JAMB DETAIL '12', SHEET 18; INSTALLATION \8 INSTALLATION DETAILS & 'Cc', SHEETS 12 & 13 18; INSTALLATION DETAILS 19; INSTALLATION DETAILS 'Jw', DETAILS 'Bw' & 'Be', / DETAILS 'lw' & 'le', SHEETS 12 & 13 'Hw' & 'He', SHEETS 12 & 13 'Jc', 'Kw' & 'Kc', SHEET 14 SHEETS 12 & 13 PRODUCT REVISED I MAX. UNIT HEIGHT PER TABLES 1-3 L R"""J:= I o;/26120 °'jRBy: 110110114 MAX. UNIT WIDTH PANEL PANEL PANEL TYPE TYPE TYPE 'R' 'L' 'M' NOM. j ! PANEL -WIDTHTYP. MAX. f SEE PER DLO NOTE 2, TABLES 1-3 HEIGHT SHEET15 j 0 ¢ ¢ X X EXAMPLE: OXXXp (3-TRACK, RIGHT POCKET) NO CHANGES THIS SHEET. PANEL TYPE 'F' ,_ ! ¢ X ._J ~ [no a[ sQ 1--s:c IJJ~ g~ Qc\': )g -, l•,111111111, PANEL TYPE 'M' ! SEE --NOTE2, SHEET15 ¢ X MAX. UNIT WIDTH PANEL PANEL TYPE TYPE 'F' 'F' NOM. /_ I PANEL WIDTHTYP. MAX. PER DLO TABLES 1-3 HEIGHT I? ¢ X PANEL TYPE 'P' _/ 0 as complying with the Florida Building Code I NOA-No. _____ 2=0._•0=-4 ..... 2=9=■=0=-9 7 Expiration Date: ~7/2025 By: 1 s.hA2 /. C:::t;.,,,..i.. Miami-Dade Product Control MAX. UNIT HEIGHT PER TABLES 1-3 \ \ ',1 L'I 'I; ,,:,\ O~.'-... r.1:J.~14 i//// JI I .J~ H [ 'I [ ] [ ] r ] I -/ /'f.r· \JGENs$··-~~,>~ SILL DETAIL 'E', SHEET 18;7 EXAMPLE: XXXO SILL DETAIL 'F', SHEET 18; _/ :: . No. 58705 ··._'°P :::. INSTALLATION DETAILS (4-TRACK BY-PASS) INSTALLATION DETAILS = : /'ltn.-1,r : *= 'Ew' & 'Ee', SHEETS 12 & 13 ' 'Fw' & 'Fe', SHEETS 12 & 13 :: l : __ (/1 . ~:· ~ i 107oTEcHNOLOGYDRJVE ~ -::.'o ·. ~/~o _ _.· 0--N. VENICE,FL34275 [R:QT EXAMPLEELEVATIONS -::-~·-.. 1",ATEO .---~~ (941)48().1600 7Jlle: ,,,,/ ;'&8··•.\?.~~~.F:,<0~-,,, REGISTRA110N#29296 SERIES 770 ALUM. SGD -LM IMPACT /I I~ /ONAL '2-~~ \ ,,' ® SBdoo,Modst --Dtwt>gNo. Rev: A. L~~NMlt~~~.\~.E. SGD-770 NTS 16 of 22 PGT0130 D P.E.#58705 PANEL'S RIGHT STILE TYPE PANEL SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL INT CORNER EXT CORNER EXT CORNER INT CORNER EXT CORNER EXT CORNER INT CORNER INTERLOCK INTERLOCK ASTRAGAL ASTRAGAL BOX OUT BOXIN 90 LOCKSTILE 90 LOCKSTILE 90 RECEIVER 90 RECEIVER ~ 35 RECEIVER ~ 35 RECEIVER TYPES OUT IN STILE W/HANDLE BOX OUT BOX IN W/HANDLE W/ HANDLE W/HANDLE W/HANDLE W/HANDLE W/HANDLE 90 RECEIVER W/HANDLE W/HANDLE ~ ~ #118 ~ ~1 ~ ~ ~ ~ ¾ ¾ ~~~t I ~ ~ r'.[I ~ 1 #61 #61 SINGLE I/ F pp K / / L / TR TQ TC TA / TV TW INTERLOCK ~ OUT (BOXOUT') SINGLE B E p A / / C C IC SQ SC ·SA I/ sv SW INTERLOCK cI:::n= IN (BOXOUT (BOX/NJ FIXED ::r:::Jr RR R / / s s I/ I/ / / / FD FC FV FW STILE (BOXOUT') (BOX/NJ LOCKSTILE ~ D M / / J J I/ / / / / / / / / W/HANDLE (BOXOUT') (BOX/NJ w ASTRAGAL ~ LR / / / a. BOX OUT PANEL NOTES: >-W/HANDLE (BOXOUT) 1. SEE DP TABLES 1-3, SHEETS 6-8 FOR PANEL I-ASTRAGAL ~ / N / / lJ'iNTERIOR SIZES & DESIGN PRESSURE. w BOXIN LEFT f..l_];!1 RIGHT 2. PANEL TYPES NOT SHOWN OR CROSSED OFF W/HANDLE (BOXINJ PANEL l:;[_js ......I / / 9EXTERIOR PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS i== ASTRAGAL p T u STILE STILE AND ARE NOT AVAILABLE. Cf) BOX OUT 3. 90° ASTRAGALS TO USE HEAVY-DUTY STILES (BOXOUT') (BOXOUT') I-:/ / T u PANEL "E" SHOWN. SEE TABLE FOR OTHER PANEL TYPES AND (#61), CORNER RECEIVER (#118) AND EITHER LL ASTRAGAL b EXTERIOR (#119) OR INTERIOR (#120) CORNER w BOXIN APPLICABLE STILE/ASTRAGAL REQUIREMENTS. ASTRA GALS. ......I (BOX/NJ (BOX/NJ INTCORNER X / / 4. 135° ASTRAGALS TO USE HEAVY-DUTY STILES Cf) 90 LOCKSTILE RT Cl (#61) AND CORNER ADDON (#31). ~ W/ HANDLE #120 w EXT CORNER k / / SILL RISERS OPTIONS --j r-.232" z 90 LOCKSTILE QT QS 1 1 .232" EXTERIOR I J <( W/ HANDLE #119 --1r-.232'' EXTERIOR & 0. PRODUCT REVISED a. EXT CORNER~ I/ I/ ;;in 232" ¢-.062" ::ii:i'::~le with the Florlda 90 RECEIVER CT cs EXTERIO _J . ~ .062" 9--.062" 4.055" W/ HANDLE #118 ~ ¢i 2.555" 1 ~ ~ I 3.305" ,! I ij NOA-No. 20-0429.09 INT CORNER~ / 67" J Expiration Date: 02/17/2025 90 RECEIVER AT AS OF .062" I~ U ~ J I U U ~ By: I >,:_.,."2 /. L.4,.,,..l.. W/ HANDLE #118 @SILL RISER -:lr-@SILL RISER FLAT Miami-Dade Product Control EXT CORNER~ I/ / CF !/ @SILL RISER FLAT @SILL RISER, FLAT 90 RECEIVER MEDIUM, 3-1/4" 24 HIGH, 4" #61 FLUSH, 1-1/2" LOW, 2-1/2" EXTCORNER ~ / ---J 1-.750" 135 RECEIVER VT vs VF I 115□" fS W/ HANDLE #61 1 I .750" ffi EXTERIOR " EXTERIOR ¢ .062 INTCORNER ~ WT ws WF / o::L Q .062" h 35 RECEIVER .062" ____ .. 4.055" W/ HANDLE #61 I R~:,~126/20 NO CHANGES THIS SHEET. ~RBy: lw,0,14 ~ ~. ~::s.;:m:, .. #JJ 062" 2.555" 1.567" _j J J ;~'{ LYNN1111// ,\0 ... · · · · · · ... tl1/, /<., i .~'.·· \..1CENs~··.<( -',,. r::;:;:... SILL RISER. BOXf* '21' SILL RISER BOX ~ SILL RISER BOX '25' SILL RISER BOX ~.... . ·· .. ~ ~ VFLUSH 1-1/2" \.;:.Y LOW 2-1/2" \.:::V MEDIUM, 3-1/4" \.:::J HIGH, 4" : No 58705 ·. :: =LID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS, SEE SHEETS 6-8 ti ((J, ~ ) 0:: ~ 107oTECHNOLOGYoRJVE,I ~ .... 'o ·. fu . _. 0::: N.VENICE,R.34275 PANEL TYPES ~,,.~·· .. /ATEOF .. ··-i:::-0.::: (941)480-1600 m.: -',, ''S• · . ._l,OR\D.~ .. · 0'-,,"' REGIsmmcw_,. ~ SERIES 770ALUM. SGD-LMIMPACT ',,,/;oNAL '2-'f ,,'' LJ ~ -1-1-1~No. IRev: A L{N/,Jlr.JilLtE~.'p.E. SGD-770 NTS 17 of 22 PGT0130 D P.E.#58705 ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 9EXTERIOR ~ 2-TRACK JAMB CLIP #105 W/ RETAINER #106 (SHOWN WITH FIXED PANEL TO THE INTERIOR) 123) FULL LENGTH ~ OF JAMB 2-TRACK JAMB 611 LONG @ MIDSPAN180 CLIP #80 OR #105 W/ RETAINER #123 (SHOWN WITH FIXED PANEL TO THE EXTERIOR) SHOWN WITH OPT. SCREEN TRACK £fim2-TRACK W/SCREEN WFRAMESILL * ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES 1-3, SHEETS 6-8 FOR DP (PSF) ASSOCIATED WITH STILE. ~ CKJAMB HOWN WITH ERABLE ANEL) LOCKPART 1131 ,75 & 107-11Q ~ 2-TRACK JAMB W/SCREEN £fim3-TRACK WFRAMEHEAD lfirn3-TRACK \I7FRAMESILL 9EXTERIOR LOCK PART 75 & 107-11Q 9EXTERIOR 3-TRACK JAMB 3-TRACK JAMB 4-TRACK JAMB 4-TRACK JAMB filill(SHOWN WITH lfiiili (SHOWN WITH filill(SHOWN WITH l'firn(SHOWN WITH '8I7 OPERABLE PANEL) '83,7 FIXED PANEL TO \JD FIXED PANEL TO QD OPERABLE PANEL) THE EXTERIOR) THE INTERIOR) £fim4-TRACK WFRAMEHEAD lfiiili 4-TRACK WFRAME SILL MAX. UNIT HEIGHT PER TABLES 1-3 PRODUCT REVISED as complying with the Florida Building Coda NOA-No. 20-0429.09 Expiration Date: 02/17/2025 By: I s:.C-v-.7 /. ,,::...;.,,,.l<. Miami-Dada Product Control \I''" ''If ,..._,, ~'{ LYNtv 11111 ,,.'' .,,:y-q_ ..... " ... 11/ I; ..,_ ,, .·· \_,\CENs · .. "'("'( ,,, f ff) No. ~870: \~~ 1070 TECHNOLOGY DRIVE ~ :-, ~ ·.. tf i..~ _: lJ:::::: N.VENICE,FL34275 ~ VERT/CALSECT/ONDETA/LS ~~---. STA;t'dfv_.:l!J~ (941)480-1600 1111e: ,,,,,. ~ ·--~lORtOI\.··· if",,' R~:= ~26120 o NO CHANGES THIS SHEET. REGISTRATION~ sER/Es 110ALuM. sGD-LM 1MPAcr 1111t1o"rvi."L.· \:-~~,,,' DnnfflBy: Dale: Cheda,d. Dais: -1-1-lllra61QNo. 1--''<,,w ·1,~~\ JR 10/10114 ® SGD-770 NTS 18 "' 22 PGT0130 D A. L P.E.~~a\05· P.E. ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 29 62 -'-Lfirn P-HOOK FOR FLAT SILLS 9EXTERIOR 'CE) (EXT_ OR INT. MOUNT) mm STANDARD ASTRAGAL #67 @WITH STANDARD STILES #60 EXTERIOR BOX ASTRAGAL SHOWN (BOX-OUT) MAY ALSO BE INSTALLED TOWARDS INTERIOR (BOX-IN) Lfirn P-HOOK FOR BOX SILLS \JD EXT. MOUNT ONLY mm HEAVY-DUTY ASTRAGAL #68 @WITH HEAVY-DUTY STILES #61 EXTERIOR BOX ASTRAGAL SHOWN (BOX-OUT) MAY ALSO BE INSTALLED TOWARDS INTERIOR (BOX-IN) ~ 135° OUTSIDE CORNER 01 2-TRACK SHOWN i} INTERIOR 0 go0 OUTSIDE CORNER N1 2-TRACK SHOWN i} INTERIOR lfiEn 135° INSIDE CORNER @2-TRACK SHOWN ~ mm go0 INSIDE CORNER \Jg7 2-TRACK SHOWN * ITEM #61 (HEAVY-DUTY STILE) SHOWN, ITEM #60 (STANDARD STILE) ALSO APPLICABLE, SEE TABLES 1-3, SHEETS 6-8 FOR DP (PSF) ASSOCIATED WITH STILES_ PRODUCT REVISED as complylng with the Florlda Building Code NOA-No. 20-()429.09 Expiration Date: 02/17/2025 By:_ ls.t..,.7 1· ,::::-4.,.,.l<. __ _ Miami-Dade Product Control 1111111,,,, ,,,,0· ~'{ LYNN ;;111 ,' '<' ----. -----'Vi'// /// ,' ~ _.--\.,\CENs~--·-'-( ,,, .-::' 'x-s_ .. -----~-:;. :: -,Ir _: No. 58705 -.. _ ::, -: . ·k-~j} \at;~/~~ 1070TECHNOLOGYDRIVE ~ -::_;_o -._ STA~u _: lfj~ N.VENICE.FL34275 ~ HORIZONTAL SECTION DETAILS CORNERS ---,,~-----:"loR1DI\_--·-~,,' (941)480-1600 1 "1 &('\ ----.. ----\0 ,' TIie: /I \.J/Q t:-~ '-REG/STRATION#29296 SERIES 770 ALUM. SGD -LM IMPACT I I 11, I(~~~ I I\\\,, ® -Scale: SM«: Clnnwt>/INo. ,-. A. LYNN MILLER, P_E_ SGD-770 NTS 19 ot 22 PGT0130 D P.E.# 58705 R-J:= I °";'"'3126120 NO CHANGES THIS SHEET. °JRBy: lw,0114 TABLE 4: Item PGT PGT# Item PGT PGT# Description NOTES: Dwg.# Description Dwg.# 1) ALL ALUMINUM= 6063-T6 1 17306 617306 2-TRACK HEAD 47 668 7SRAZ STANDARD ROLLER 48 668 7SRAX STANDARD ROLLER -ST. STL. 2) ITEMS# 33-39, 56-59, 66, 78, 84-99, 2 17303 617303 2-TRACK HEAD WITH SCREEN RAIL 3 17309 617309 3-TRACK HEAD 49 4344 64344 SCREEN ASTRAGAL 121 & 122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. 50 17349 617349 OXO SCREEN ASTRAGAL ADAPTER 4 17312 617312 4-TRACK HEAD 51 1692 61692 SCREEN SPLINE -.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 CLOll-1 MIN. #10 SMS OR 3/16" MASONRY 7 17304 617304 2-TRACK SILL 54 1725 1/2" X4" X 1/16" SET. BLOCK, NEOPRENE 85 +/-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 PANELSllLE 10 17310 617310 4-TRACK SILL 61 17326 617326 PANEL SllLE (HEAVY DUTY) 11 17313 617313 FRAME SILL TRACK INSERT 62 17327 617327 INTERLOCK ADAPTOR 12 17315 617315 FRAME SILL SCREEN ADD-ON (SEE NOTE 3) 63 1225 6TP248 VINYL BULB WSTP. -11-IIN (INSIDE INTERLOCK) 64 1729 71729 SILL ENDWEAll-lERSTRIP PAD 13 17316 617316 FRAME SILL SCREEN END ADD-ON (SEE NOTE 3) 65 17328 617328 INTERLOCK SCREW COVER 14 17305 617305 2-TRACK JAMB 67 17329 617329 ASTRAGAL 15 17302 617302 2-TRACK JAMB WITH SCREEN RAIL 68 17339 617339 HEAVY DUTY AS1RAGAL 16 17308 617308 3-TRACK JAMB 69 17324 617324 TOP & BOTTOM RAIL 17 17311 617311 4-TRACK JAMB 70 17350 417350 WEATHERSTRIP EXTENSION (INJECllON MOLDED) 18 17322 617322 SILL RISER-FLAT, FLUSH, 1-1/2" 71 1695 71695 1-1/2" X 1"X 3/4" HIGH FIN SEAL DUST PLUGS 19 17319 617319 SILL RISER -BOX, FLUSH, 1-1/2" 72 8153 78153X TANDEM ST. STL. ROLLER ASSY. 20 17321 617321 SILL RISER -FLAT, LOW, 2-1/2" 73 8153 78153N TANDEM NYLON ROLLER ASSY. 21 17318 617318 SILL RISER-BOX, LOW, 2-1/2" 74 SILICONE DOW-791, 899,983,995 OR GE-7700 75 8185 78185X GEMINI MORllCE 3-PLY DUAL LOCK W/LONG TRIM PLATE 22 17355 617355 SILL RISER-FLAT, MEDIUM, 3-1/4" 76 71032X1FPFX #10-32 X 1" FL. SS SCREWW/ TYPE "F" llP 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 1" IG BEAD 25 17320 617320 SILL RISER -BOX, HIGH, 4" 80 17359 617359 7/16" BEAD/ FIXED PANEL CLIP 26 17333 617333 POCKET P-HOOK 81 17360 617360 9/16" BEAD 27 7070 67070 NEOPRENE BULB WSTP FOR P-HOOK 82 1224 6TP247K VINYL BULB WEA 11-IERSTRIP 28 17334 617334 POCKET P-HOOK MOUNT 83 61745 1745 LOWE INC, 1/2" X 1/16" SGL. SIDE ADH. 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 DUST PLUG 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 CLIP -6" LONG Expiration Date: 02/17/2025 40 4319 612258 SCREEN SIDE RAIL -LOCKSTILE 106 17352 617352 FIXED PANEL RETAINER -9/16" By:_ ls""-7. 1-,:'.'.,4..,~..i.. ___ 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 Wlll-111-IUMB 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. 112 1235 67S16 WSTP, .270 X .170-FIN SEAL 46 4318 612257 SCREEN BOTTOM RAIL 113 1712 64066 .187" X .230" FINS EAL TABLE 5: 114 710X115PPX #10X 1-1/2" \\\\111/1/t; Material Min. Fy Min. Fu 115 710XPPT #10X1" ,\\ '', I· #12 Steel Screw 92 ksi 120 ksi 116 720X1X #14-20 X 1" S.S. ,,' 0"\'. :-:.i.,.~~v ltt, //// #12 18-8 Screw 60 ksi 95 ksi 117 720X112X #14-20 X 1-1/2" S.S. ,' .t;:..~---ucENs.s-···.~< ,,,, #12 410 Screw 90 ksi 110 ksi 118 17336 617336 90 DEGREE CORNER RECEIVER ;-~\·' \:1) ~ 1/4" DeWalUElco Aggre-Gator® 57 ksi 96 ksi 119 17337 617337 90 DEGREE OUTSIDE CORNER ASTRAGAL ::: * .: No. 58705 ·.. ::. 1/4" Elco UltraCon® 155 ksi 177 ksi ·o . -120 17338 6117338 90 DEGREE INSIDE CORNER ASTRAGAL -~ -=-u: : = 1/4" DeWalt UltraCon+® 148 ksi 164 ksi 123 17352 617352 FIXED PANEL RETAINER, 7/8" ~ 1-2.... iJ:;2!2._ .2_0/ $:: 1/4" 410 SS DeWalUElco CreteFlex® 127.4 ksi 189.7 ksi 6063-T5 Aluminum 16 ksi 22 ksi 1070 TECHNOLOGY DRNE Desc$lbr -::.,..9-(\·· .. ~ A.ED .. ··-t✓~ A36 Steel 36 ksi 58 ksi N. VENICE, FL 34275 uor PARTS LIST ,.../ <..~ · .. ~_LOR\0~.--· -:-,;: ,' Gr. 33 Steel Stud 33 ksi 45 ksi //I; S10N·A·l.· ~~~,,,' (941)480-1600 TIiie: R-:::: l~/26120 I~ I ADDED BACKBEDDING & MATERIAL PROP. TABLE REGISTRATION #29296 SERIES 770 ALUM. SGD -LM IMPACT 1 I I I/ I Ii I I I\\\\\ ~770 INrslm; or 22 IDIIMlr,gNo.PGro130 I~ A. LYNN MILLER, P.E. °"'jRBy: l1ot10/14 1Checked84 Dale: P.E.#58705 I 5.069" I I 1.211" o~~ (6063-T6 AL) l 1.211" _J 0.081" -. {2)2-TRACK HEAD W/ SCREEN TRACK {6063-T6 AL) 8.562" 7 1.505" @4-TRACKSILL _J (6063-T6 AL) ~-0~7 03-TRACK SILL (6063-T6 AL) 1.505" _J I 7.105" I ------6.221" --------0.080" I 1.211" (6063-T6 AL) ♦ 0.081" -' 1.211" 04-TRACKHEAD ___i ,....---.._. ----····---(6063-T6 AL) ?~.514"~ 1.260" t= 0.060" ,;;\ FRAME HEAD/JAMB SCREEN vADD-ON (6063-T6 AL) SEE SHEET 17 FOR SILL RISERS. ~II 0.5 r 1.516" Q FRAME SILL SCREEN \.:_::}ADD-ON (6063-T6 AL) REQUIRES MIN. #10 SMS OR 3/16" MASONRY ANCHORS @ 24" MAX. O.C. 0 2-TRACK SILL W/ SCREEN TRACK (6063-T6 AL) (U)80". 7 ~ 02-TRACK SILL (6063-T6 AL) t 110.060" 0.760" LI_ rt-~ (';,;\ FRAME SILL SCREEN vENDADD-ON (6063-T6 AL) REQUIRES MIN. #10 SMS OR 3/16" MASONRY ANCHORS @ 24" MAX. O.C. 1.505" _l --1 1.36" 0.081" 6.198" ~ 2-TRACK JAMB W/ v SCREEN TRACK (6063-T6 AL) 1.36" 7.105" 0 3-TRACK JAMB (6063-T6 AL) 1.36" r l 71.872"1 ~ 0.0 ~ ar-0.062" ~ 1.019" (';;;\SCRE~ vSTILE (6063-T6 AL) 5.069" ~J G 2-TRACK JAMB (6063-T6 AL) 1.36" 9.141" @4-TRACK JAMB (6063-T6 AL) 7 r 1.045" 1·9EJ;l--0.062" ~SCREEN vTOPRAIL (6063-T6 AL) ?, I 0.875" 1.993"n Lj::::l--0.062" ~SCREEN vBOTTOM RAIL (6063-T6 AL) PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0429.09 Expiration Date: 02/17/2025 By:_ l!:-"--"1 /. ,::::,;.,.,..i.. __ _ Miami-Dade Product Control ,,11 ··,,11 ,\' "-\'{ LYNtv 11,, 1/// ,, .~o,· .......... ,v;f. ✓,,, ,''.0:~····ucENsE' ···./«:; ,,.-:::. -... z' . ,p / :j ..J: _:" No. 58705 \_ 1.-"::-. -"': . J,. tl\°'~F)F£:: Revs:::= f °:126120 NO CHANGES THIS SHEET. DnMnBy: 10are: l~By:t DaJB: JR 10/10/14 1070 TECHNOLOGY DRNEI llelat,llan: N. VENICE, FL 34275 EXTRUSIONS (941)~1600 11//e: REG/STRA110N"'9296 ~ !!f!!ES 77°..,_ALU'!.:, SGD -lM..!_Mf'ACT SGD-770 NTS 21 o1 22 PGT0130 --D -:,. o ·. STATE OF : ffi.:.: -:::.,,. ~·-.. _,i::-lOH\0~.--·c,~-,'--' ,,./// &s10~/AL E-~ ,.,,'· I I I I I .I . I I\\\\ A. LYNN'MIL!Ll:.IR,P.E. P.E.#58705 .016" 0718" 7 ri 0.062"~] 0.264" (:'\FRAME vSCREW covER (6063-T6 AL) i--3.979" 0.83"r 7~__:_j 1 • 3802" 0.752" ~ I O 574" 0.080" 7 ·, 0.075" J ~ SILL ~ P-HOOK "-'...:}TRACK ~ (6063-T6 AL) (6063-T6 AL) 1 F71 r2Jt-1 0.796" 0.062" ---i-P-HOOK MOUNTING I @ADAPTOR (6063-T6 AL) 0.752"11::lJ 0.233" Jo.062" @P-HOOK SCREW 29 COVER (6063-T6 AL) 4" --t------1 C:4"q 2.30" lfl 080"--r-'ir @ 135° FIXED MOUNT (6063-T6 AL) ----3.979" -----i 1.600 8 STANDARD STILE (6063-T6 AL) Io 133" J ir .. 00 3.125" @HEAVY DUTY STILE (6063-T6 AL) [gj I 1.1~ ~ r 08;5 .. 0.080j § P-HOOK FOR BOX RISER (6063-T6 AL) ~739" =1 888" LJ @INTERLOCK ADAPTER (6063-T6 AL) 11.303" D LLJ0.325" 0.06:=rr, @INTERLOCK 65 SCREW COVER (6063-T6 AL) 1/l n 11 Gi ~ l i r= 4.125" ' i, 1050" r Cl 1.050" r u 1.050" r =-U~ ]1645"r-:::-uc:304" jJ________Jj 6~ .. ~ 0.075" 1.645" 0.125"" LJ + ~~===~1 ~ ~~ ~--1--. I 3.25" -l . ·04511 . 0.281" -I I -@ STANDARD ASTRAGAL (6063-T6 AL) r;:;;,-.. HEAVY DUTYASTRAGAL v::::J (6063-T6 AL) @TOP/BOTTOM RAIL (6063-T6 AL) ~ GLAZING fso\ 7/16" GLAZING §9/16" GLAZING v BEAD (I.G.) vBEAD. FIXED BEAD (6063-T6 AL) PANEL CLIP (6063-T6 AL) (6063-T6 AL) PRODUCT REVISED as complying with the Florida Building Code m003" 57" 0.050 ~ QFIXED T VPANELCLIP (6063-T6 AL) .550''~ ~ ~~9" 0.080" --11 t @FIXED PANEL 106 RETAINER 9/16" (6063-T6 AL) 1.03" r 0080~ I 4" LJ 5.621" o.863 ~~=-===z~'-----NOA-No. 20-0429.09 Expiration Date: 02/17/2025 By:_ I i;t.....~ I· L'.'.4 .. ,,..1.. Miami-Dade Product Control T.]9" 2.893" ~· T Ed~ 0.13~3"" _j _J 111 J it_____, 0'>498" 0.133 1.4j8" ~ ---4" QFIXEDPANEL i--------1" 1----,,:...,..-\-',...u....Ju....u-+-;--,, --,-1------, eRETAINER. 7/8" 2 826,. · @90° INSIDE coRNERASTRAGAL ,,,, ~"'<.-~X~N 1v/11111 (6063-T6AL) . 890° OUTSIDE CORNERASTRAGAL (6063-T6AL) ,>' "'-.'<'?.-··\cENs,t·-~<'~ -",, 8 90° CORNER RECEIVER (5053-T5 AL) ;-*_.·· \-·-.. _-p ~ (6063-T6 AL) :: 1~ / No. SB?OS ··: 1'1:::: ~-/. ()rfrtJio} ~1 1070 TECHNOLOGY DRIVE ~ ~ 1b "·.. tTA~ -;~of.._~-: If/: (941)480-1600 7lJlo: . .,.,,.,. ~'5' ·-.:-.?.~'.--·· ~0 ,' ~:: IDaa~/26120 NO CHANGES THIS SHEET. N. VENICE, FL342T5 D?Gr EXTRUSIONS -:-~ · .. _ r:-, oi"-.-·· ~ , .... REGISTRATION/129296 SERIES 770 ALUM. SGD-LM IMPACT /1111f/ONAL ~\ ,,,·,' ® -Scale: Sheet: Dl>Mt,gNa. _, A.L~~K11r-A1LL~k.P.E. °JRBy: lw10114 SGD-770 NTS 22 of 22 PGT0130 D P.E.# 58705