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Home My WebLink AboutNOA#20-0429.09 Sliding Glass DoorsMIAMl·•E A•imiii 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 produ · 'bed herein and has been desi ed to com 1 with the Florida Building Code, i · g the High Veloc1 Hurricane 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" beets 1 -_w.h,•nu h 22 of 22, dated 10/10/14 and last revised on 04/22/20, pre ared by manufacturer · ea ed by Anthony ynn un ro uct ontro ev1s1on 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 l thru 3. See sheets§., Zand~ 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 ofthis 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 ofthis 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, T AS 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 El300-04 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, T AS 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 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 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-lmpact", 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 (6th 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, T AS 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 El300-04, -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 Ishaq 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 .,..,'-'TA~B=LE-A: ____ ~--~----~-~-~--~ I I I I Min. Min. Edge Min. O.C. Embedment or Anchor INCLUDING POCKETS & 90°/135° CORNERS Group AnchorType Frame Substrate Member Distance Distance M~tal Thlckneu t---+--,,,#1"'2"'1""8-a""s""M""s""'o_r_t----+..,.-, .. ,,,. •• -,_..,.,.··""· .. ,""~""'--.-""c"", +--= 9/16" 718" 1-3/8" GENERAL NOTES #12410SS SMS ~Ul.llll'IIJIII rlll'IIJ \~~ -U,iJiJ/ All 6063-TS Aluminum 3/8" 9/16" 0.071" (20 Ga) 1) GLAZING TYPE OPTIONS: SEE TABLE B, THIS SHEET & GLAZING DETAILS ON SHEETS 4 & 5. 2) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 3) ANCHORAGE: THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 6-14. 4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE. 5) INSTALLATION SCREWS, FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) REFERENCES: ELCO ULTRACON, DEWALT UL TRACON+, DEWALT/ELCO CRETEFLEX AND AGGREGATOR NOA'S, ANSI/AF&PA NOS FOR WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL. 7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE, AS APPLICABLE. 9) TEST REPORTS: FTL-5980, FTL-5993, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6022, FTL-6023, FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-8033, FTL-6036 AND FTL-7554 TABLE B, SEE DETAILS ON SHEETS 4 & 5 Gia• Type Description (Listed from Exterior to Interior) G3 7/16" Laminated: (2) Lites 013/16" HS Gian with .090" PVB lnte~ayer :_~4/A• UC G4 /16" La lnated· , 1 G4A GS I 1• Laminated I.G : 3116• T Exterior Cap •~~• Air Space + 7/16" Laminated; (2) Ute, of 'J/16• HS Glass wtth .090• PV~.11:J~e~•~er GSA 1" Laminated LG.: 114" T Extertor cap + 5/16" Air Space+ 7/16" Laminated; (2) Lites of 3/16" HS Glass with .090" PVB lnte~ayer G8 1• Laminated I.G.: 3115• T Exterior Cap + 318" Air Space + 7116• Laminated; (2) Lites of 3116" HS Glass ..,,,;th .091'.r SG Interlayer G6A 11• Laminated I.G.: 114• T Exterior Cap!~.!§• Air_~ace + 7116" Laminated; (2) Lites of3/16" HS Glass with '.090" SG lntertayer G7 17116" Laminated: (2) LHes of3/16" ANN Gian with .090" SG lntertayer G7A 18116" Laminated: (2) Lites of1/4" ANN GiaH with .090" SG Interlayer G8 1• Laminated I.G.: 3116" T Extertor Cap+ 319• Air Space+ 7/16" Laminated; (2) Lites of3/16" ANN Glass with .090" SG lntertayer GSA 1" Laminated I.G.: 114• T Extertarcap + 5118" Atr Space+ 7/16• Laminated; (2) Lites of3116" ANN Glass with .090" SG lntertayer "ANN"• ANNEALED "HS" • HEAT STRENGTHENED "l'"•TEMPERED "PVB" • .090" TROSIFOL 9 PVB BY KURARAY AMERICA, INC. "SG" • .090" SENTRYGL_AS9BY KURARAY AMERICA, INC. DESIGN PRESSURE RATING j IMPACT RATING J SEE TABLES 1, 2 & 3 ON I RA TED FOR LARGE & SMALL I SHEETS 6, 7 & 8 MISSILE IMPACT RESISTANCE CODES/ STANDARDS USED: • 2020 FLORIDA BUILDING CODE (FBC), 7TH EDITION • 2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION • ASTM E1300-09 • ANSVAF&PA NDS-2016 FOR WOOD CONSTRUCTION • ALUMINUM DESIGN MANUAL, ADM-2015 GENERAL NOTES ............. 1 EXAMPLE CONFIGS .......... 2-3 GLAZING DETAILS ............ 4,5 ANCHORAGE ..................... 6-14 DESIGN PRESSURES ....... 6-8 INSTALL DETAILS .............. 12-14 ELEVATIONS ..................... 15,16 PANEL/ SILL TYPES ......... 17 CROSS SECTIONS ............ 18, 19 PARTS LIST.. ..................... 20 EXTRUSIONS .................... 21,22 (min. of 3 threads A36 Steel 3/8" 9/16" 0.050" A 1 beyond metal substrate) Gr. 33 Steel Stud 3/8" 9/16" 0.045" (18 Ga) All T Concrete (min. 2.22 ksi) 1-1/2" 3" 1-3/8" 1/4" OeWalt/Elco Jamb / P-hook I Filled Block (ASTM C90) 2· 3" 2" Aggre-Oator® Jamb/ P-hook I Hollow Block (ASTM C90) 2" 3" 1-1/4" All I Southam Pine (SG = 0.55) 1" 1" 1-3/8" #12 Steel SMS (Gr. 5) B I (min. of 3 threads beyond metal substrate) Southam Pine (SG = 0.55) 9/16" 7/8" 1-3/8" All 6063-TS Aluminum 3/8" 9/16" O.Q71" (20 Ga) A38 Steel 3/8" 9/16" 0.050" Gr. 33 Stoel Stud 3/8" 9/16" 0.045" (18 Ga) 1/4" Elco UltraCon411 C I 1/4" DeWalt All Concrete (min. 2.85 ksl) 1" 4" 1-3/8" Jamb / P-hook Hollow Block (ASTM C90) 1· e· 1-1/4" Head/ Sill Concrete (min. 3 ksl) 1-5116" 4• 1-3/8" Jamb / P-hook Concrete (min. 3 ksl) 1" 4• 1-3/8" UltraCon411 + Jamb / P-hook Hollow Block (ASTM C90) 1" 3• 1-114" All Southern Pine (SG = 0.55) 1· 1• 1-3/8" All Concrete (min. 2.85 ksi) 2-1/2" 4" 1-318" 1/4" Elco UltraCon411 Jamb/ P-hook Filled Block (ASTM C90) 2-1/2" 4" 1-3/4" Jamb/ P-hook Hollow Block 1ASTM C90) 2-1/2" 6" 1-1/4" D 1/4" 410 ss Head/ Sill I Concrete (min. 3.35 k•il I 1" I 4" I 1-3/4" OeWalUElco Jamb/ P-hcok I Concrete (min. 3.35 ksi) I 1 • I 6" I 1-3/4" CreteFlex® Jamb/ P-hook I Hollow Block (ASTM C90) I 2-1/2" I 6" I 1-1/4" All I Southern Pino (SG = 0.55) I 1" I 1• I 1-3/8" 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. 2) ALL ANCHOR HEAD TYPES ARE APPLICABLE. 3) FOR THE MINIMUM STRENGTHS OF ANCHORS AND SUBSTRATES, SEE TABLE 5, SHEET 20. 4) HOLLOW BLOCK VALUES MAY ALSO BE USED IN FILLED BLOCK APPllCATIONS. S)ANCHORS MUST BE OF SUFFICIENT LENGTH SO THAT A MINIMUM OF 3 THREADS EXTEND BEYOND METAL SUBSTRATE. ANCHOR NOTES 1) FOR CONCRETEICMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT. EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A, THIS SHEET. 3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2" THICK. PROPERLY SECURED, IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD & TO BE REVIEWED BY THE BUILDING OFFICIAL. 4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. PRODUCT REVISED ::.i:,-:::r:1. with the Florlda NOA-No, 20-0429.09 Expiration Dato: 02/17/2025 By:_ l'-'-7 I L:~"'".l... __ _ Mlaml-Oade Product Control ,,,,11, .. ,,,,,, 5) IF SILL IS TIGHT TO SUBSTRATE. GROUT OR OTHER MATERIAL IS NOT ,, ' ~'{ LYNN ,,,, REQUIRED. IF USED, NON-SHRINK, NON-METALLIC GROUT, MAX. 1/4" THICK & 3400 ,, ' '(',0 .. · · .. · "· ·. 4f1_ ',; PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE ;: ' ~ •• •. \.1CENS~ . •• _(~ ,:, SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO ::: "t' :' · .. ,P ":. SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED ::: * .: No. 58705 · .. *:: • AISI 5100-16 • AISC 380-16 BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE :: ; a~ : = AUTHORITY HAVING JURISDICTION. = -o ·: b O : o: = N. VENICE, Fl. S4216 GENERAL NOTES AND MAP -::. ~ ··.. TATE OF .... t<::: (941)--1600 -;; ~u' ·•.:"lOR\D.~ •• • 0" ,' 1-_,,,._ ,-, JR . 03128/20 D UPDATED TO FBC 2020. ANCHOR TYPE TABLE. 11070TECHNOLOGYDRNE -'.:?'.l ·.. .: I.JJ::: REG/STRATION1292911 ~ SERIES 770ALUM. SGD-LM IMPACT ✓,,,,,ftoN .. AL ~~,,,,' LJ~ -1-,-1-"" 1-A.LVN~MILL!R)P.E. .....,..., I""" -,-~ ._ I JR 10/10/14 I SGD-770 NTS 1 ,, 22 PGT0130 D P.E.• 58705 EXAMPLE CONFIGURATIONS MAX. UNIT WIDTH --+-----, NOM. PANEL WIDTH l . I ~ PER TABLES 1-3 r Ii _.J',.---1 I .., I § 11li~iu 1 li~~ MAX. UNIT 1 ~ ~ o: HEIGHT lUJI!!~ PER TABLES 1-3 IO i@ ,~ .. I "' POCKET t CIJ I , n 37 11 .J',.---• ---~ MAX. UNIT WIDTH NOM. PANEL WIDTH _._ __ _ PER TABLES 1-3 NOM. PANEL WIDTH PER TABLES 1-3 MAX. UNIT HEIGHT PER TABLES 1-3 MAX. UNIT WIDTH '.r---, I I .., I § 1 ffi fE iii' l~a:~ l:::,"tQ:: lli;i!!u, '"'~ii!: I iij I o:~ I ~ 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 fDETAIL LETTER tJ:.n--"w'' = WOOD OR METAL INSTALLATION <;j/JfJ "c" = CONCRETE INSTALLATION LsHEET NUMBER DLO HEIGHT= DOOR UNIT HEIGHT-10.125" 1 ' 1 PANEL HEIGHT = DOOR UNIT HEIGHT -1.866" . UNIT WIDTH ~ DLO WIDTH = NOM. PANEL WIDTH -7" r 11 11 1 ,1 J,.--7 Tf-----~r====lrr====m=======F=.r-.l',.---1 I M~H-11~ ~11-1-'!J!-l'-"'<-' I I ~ l ~ MAX. UNIT HEIGHT PER TABLES 1-3 l~fEjij MAX. UNIT 1 1 l~fEffi' i!'Jll:io HEIGHT l§jll:.; ,t;;ili PER l1;;;1li !Ul TABLES 1-3 j I; j !~!§ POCKET : lJl I I/ I; I/ POCKET : ~ I I I' ~--l'v---' 1.i _____ ~====l!:===:!i!:===ill===¥ 1 3-PANEL CONFIGURATION;~ 4-PANEL CONFIGURATIONS -.l',_----' PRODUCT REVISED :!::3i':.'&'t:le with the Florlda NOM. PANEL WIDTH -1-----, PER TABLES 1-3 UAX UNIT"'"'" I MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1-3 NOA-No. 20-0429.09 Expln,tlon Oate: 02117'/;!025 By: 1,,,1,_. I ';;,.,,.\. Miami-Dade Product Control MAX. UNIT HEIGHT QW PER TABLES 1-3 ! 5-PANEL CONFIGURATIONS NO CHANGES THIS SHEET. -.., I I I .., I § I ffi fE iii' :~a:~ '""' 1>-l!!ffi l~;,si!: I/!'.;,@ : ffi I ., MAX. UNIT HEIGHT PER TABLES 1-3 \ I 11 I I I 1 ,,,.~'(LYN .,,, ,,' y,.O ........ ,.A/_1/,t, ,,,, ,,' ~-··· 1,\CEN.s.;, <f<'. 1;; ::: ~:· ·-.~~ CORNER, TYP. I ~ ~ * / No. 58705 \ *~ (OUTSIDE CORNER SHOWN, :: : {/_ ~-= INSIDE CORNER SIMILAR) :: ] \ L1 ).2, J .: ct:~ 10707liCHNOLOOYORNE -".::. 0 ·.. hATE F ,: It/~ N. ~~ J..,,1=::::-t, ;:AAf PLE CONFIGURATIONS /✓✓J;;•·':£.?.~!o!;.,··;,~~•>' ------r-1--""' D RS3181RA110Nmase SERIES 770ALUM. SGD-LM IMPACT 1111/,f/,~,~~,~~,,,' SGD-710 NTS 2 ., 22 PGT0130 A. LYNN MILLER, P.E. 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------------MAX. UNIT WIDTH ----------MAX. UNIT HEIGHT PER TABLES 1-3 / Ill/ 7-PANEL CONFIGURATIONS ! I I l § :~i~ 12:a..CI) 1=>'"(!'.t: lluj!!~ l~i i& l ~ I I I § 1ifi2 iil f~l~ f::,"{(t lluj!!~ 'tl~-1~11:1!!. I ~ 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 !DETAIL LETTER al>,.-"w'' = WOOD OR METAL INSTALLATION <;l!J "c" = CONCRETE INSTALLATION LsHEET NUMBER DLO WIDTH = NOM. PANEL WIDTH -7" DLO HEIGHT= DOOR UNIT HEIGHT-10.125" PANEL HEIGHT = DOOR UNIT HEIGHT -1.866" PRODUCT REVISED a■ complying with the Florida Bulldlng Code i------------MAX. UNIT WIDTH ___________ _, NO-... 20-0429.09 Expiration Date: 02/17/2025 MAX. UNIT HEIGHT PER TABLES 1-3 ! ! ! ! ! ! 8-PANEL CONFIGURATIONS I I l § l~~~ l~l~ l~j!!~ l~~-1 ,g:!.!:!_. I ~ I By: I ,;./v•7 / / ~;.,,,_>, Miami-Dade Product Control \\ll!lf/ ,,,,''a~~-LX,Ytv -,,,,, ,,' ~~---1,1CEN.s.;:·¾> ',,,. ::: "<"·· ·--~,,. :: * / No. 58705 ·-._,P ~ I 110107ECHNOLOGYDRNE = : /} ·: *:: ---•-R-,_ ,~••, v\ C ' :2 I I :J NOCHANGEsrH,ssHEET. I (9411--1-u EXAMPLECONFtGU.'DAr,a,&•s ~i--. ~ . .-,c;;:: - ' -~--~ .• , ~ --<,,~w /;/~ SERIES lli'OALLJ'U ,,.,,.,,.,,.~"-.. _'.':LOR\01' _ •. ·• ~ ,::: -m.SGD-LM/MPACT ,,,.,St ·········~,0",' • 1-1-11, ONAL 'i:-'-,,' S00-770 NTSI 3 ., 22 1-..,_ r-1'1111111111''' PGT0130 0 A. LYNN MILLER, P.E. P.E.# 58705 GLAZING DETAILS (G3, G3A, G4, G4A, GS & GSA) 7/16"NOM. 74 54 7/16" LAMINATED GLASS, TYPE G3 9/16" NOM. -+---i 9/16" LAMINATED GLASS1 TYPE G3A GLAZING NOTES: "ANN" = ANNEALED "HS"= HEAT STRENGTHENED 'T' = TEMPERED "PVB" = .090" TROSIFO~ PVB BY KURARAY AMERICA, INC. "SG" = .090" SENTRYGLA~ BY KURARAY AMERICA. INC. NO CHANGES THIS SHEET. ,_ 7/16" NOM. 7/16" LAMINATED GLASS, TYPE G4 1" LAMINATED I.G. GLASS, TYPE G5 9/16" NOM. ---+-----1 9/16" LAMINATED GLASS1 TYPE G4A 1" LAMINATED I.G. GLASS1 TYPE G5A PRODUCT REVISED ::iidi':&~!::J'e with the Florida NOA-No. 20•0429.09 l!xplratlon Date: 02/17/2025 By:_ \,;.,i, ... 7 1 Miami-Dade Product Control \T' Ll • , , ,,,,' ~o~~-LXt:Jty_,;, 11,,, ,' ~/ \,ICENs~ · .. ~('. 1, :: 'I'_:· \<p ~ ::: * : No. 58705 ·. ::. SEESHEET15FORSPACERDETAILS. t~ !___a~) :1 fD7011!CHVOLOOYORM; .--,---,I -~ a .. ·1r1-r;:;-r u .. 4/:: N. ~:m i..---==1-, !!,LAZING DETAILS 1',~.s,;·-'?o_Rio.P:.···~~~ REGismATIONtl:lfl29B SERIES 770ALUM. SGD-LMIMPACT 11,,;,0NAL ~~,,,, ---· -A.L~f-MMl~L'ilR,P.E. SGD-710 NT8 4 "22 PGT0130 D P.E.#58705 GLAZING DETAILS (G6, G6A, G7, G7A, G8 & GSA) 1" LAMINATED I.G. GLASS, TYPE G6 1"NOM. 1" LAMINATED I.G. GLASS, TYPE G6A GLAZING NOTES: "ANN" = ANNEALED "HS"= HEAT STRENGTHENED "T" = TEMPERED "PVB" = .090" TROSIFOtJ PVB BY KURARAY AMERICA, INC. "SG" = .090" SENTRYGLAflDBY KURARAY AMERICA, INC. NO CHANGES THIS SHEET. -7/16" NOM. 1"NOM. 7/16" LAMINATED GLASS, TYPE G7 1" LAMINATED I.G. GLASS, TYPE G8 9/16" NOM. -+---i 9/16" LAMINATED GLASS, TYPE G?A 1" LAMINATED 1.G. GLASS, TYPE GSA PRODUCT REVISED ;!,1:i:&~"/e with the Florida NOA-No, 20-0429.09 Expiration Date: 02/17/2025 Br. -I ""-'-~7 I ;;.,,, t.. Miami-Dade Product Control lli1 ,,,. '( LYN .,,, ,,,' y..O~.-...... 'Y_ % ,,,,, ,' ~--•· 1,\CENsi;-· •. _r( ,, ~ ~---·--~-:;. :: * _.: No. 58705 ·.. '.;_ SEE SHEET 15 FOR SPACER DETAILS. ~] t ti~); J 1070T£aflOLOGYDIWE -~0 ·., 1r1;::tfV .:!tJ~ N. ~R.-u GLAZING DETAILS ✓,,~.;---.... (OR\Di' _ .. ·· ,# ,,' ~~-=-sER1Es 110AJ..uM. sGo-LM IMPACT ,,,,,ff,orvA·L\~~,,,' ----· -A.L✓J,HUl~~.P.E. SGD-770 NTS 5 "22 PGTD130 0 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 lirriled 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) Prassura, psi 3A, 5, 5A, 7, 7A, 8 & 8A and 69-7/8" OLO 73-7/1!' DLO 79-7/8" DLO 85-7/8" DLO Flush-1-1/2" see note 3 the Slile/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 oi+1 C4+1 C4+1 C4+1 oi+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 c 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+t C4+1 C4+1 C4+1 C4+1 C 30" Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 ~ DLO P-hook 6+7 6+7 8+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 -------,; 36" 29" Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 Ii DLO 8 8 Q. P-hook 8+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 t [_._ 111 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" -~ 42" 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 iil §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 J: OH RATlO2' 1 41!' DLO Jamb 8 8 8 8 8 8 8 8 8 8 8 8 10 8 8 8 J: 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 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 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 COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE DOOR UNIT HEIGHT -10.125" ;:,~°i:&~::r. with the Florida 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:_ l<;.(,-7 I '/,,.,,_\... --Miami-Dade Product Control Interlock P-hook Lockstlle@ Jamb Straight Astragal Lockstlle@ 90" Astragal Lockstlle@ 135" Astragal Lockstlle@ Assembly Straight Astragal Assembly 90" Astragal Assembly 135" Astragal Standard Stiles Standard Stile Standard Stile Standard Stile Standard Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Standard Astragal Outside Corner I L Outside ~ H ~ b Corner~ ~~' ~ ~ ~ C: --~ ,,\\\111111,, ~ c; r Inside ::r:J5=I ,,,''('a~~-.':-.'.•·~'-~ 1111111, Inside Corner I Corner ,' ~-/ 1.,1CEN.Sr;, ·•· •. <~ ,,,,~ Corner '~· ·-p~ Part #60 (Stile) Part #61 {Stile) Part #119 (Out.) Part #61 (Stile) [ * / No. 58705 \ *-=:. Part #60 (x2) Part #60 Part#60 Part #67 (Astragal) Part #60 Part #118 (Corner Part #120 (In.) Parts #31 & #32 Part #61 ~./ {J~Q:~ Receiver) (Corn. & Fxd Mount) :;.~ ·. :1,1,r 111111 'IECH\IDWGY ORM!' --:, ~\ STATE F _:':ffe ~ N.1rENfCE.R.34Z16 u DP AND ANCHORAGE -:.,, ~,S'·· .. '.':(0R10,":',••'0" ,,' (N1)480-1/Jt10 -,,,,,, stoNAL 'i:-~,,,' Jiilo.w1v.10 'D I NO CHANGES THIS SHEET. REGIS11MTIONI/Zll288 SERIES 770 ALUM. SGD-LM IMPACT I I I I If 1111 \ \ \ \ \ \ -1-1-1-· -A. LYNN MILLER, P.E. m"" l"m-1at14 1-7 ._ I sao-110 NTS 6 ., 22 PGT0130 D P.E.# 58705 TABLE 2: Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3) Maximum DP for ail sizes: +60 / -60 For comer astragal anchorage on 90• or 135• comer units, see sheet 11 (May be Umlted by Tabla 2A) Door UnH Height Table applies to Glass Types 4, 4A, 50• 84" 90" 96" 102" 108" 114" 1,0· 6, 8A, 7, 7A, 8 & 8A and the 69-7/8" DLO 73-7/fr' DLO 79-718" DLO 85-7/8" DLO 91-l/8"DLO 97-718" DLO 103-7/fr' DLO 109-718" DLO Slile/Aslragal 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 IC4+1 ~+1 C4+1 C4+1 C4+1 'C4+1 C4+1 C4+1 C4+1 C4+1 IC4+1 C4+1 C4+1 IC4+1 C4+1 C4+1 C4+1 A♦1 C4+1 C4+1 C4+1 IC4+1 C4+1 C4+1 IC4+1 IC4+1 C4+1 C4+1 IC4+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 8+7 6+7 6+7 8+7 7+8 7+8 7+8 7+8 7<8 7+8 7+6 7+8 7+8 7+8 7+6 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-llook 8+7 8+7 8+7 8+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/SIii 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 ~ 38" 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 8+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 +R 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 Dl+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 Q. 42" 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 12 10 10 10 ~ P-hook 8+7 6+7 8+7 8+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 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 ~ 48" 41" 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 DLO P-hook 6+7 6+7 6+7 8+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/SIii 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-llook 6+7 6+7 6+7 6+7 7+8 7+8 7+6 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 Not available in these sizes 53• 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" DLO Jamb 8 8 8 8 8 8 8 8 10 8 8 8 10 8 8 8 P-hook 8+7 8+7 8+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 5111 Height to Max. (+) DP r 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 J: PANEL HEIGHT= SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. (+) Design (!) DOOR UNIT HEIGHT-1.866" (Flat or Box, see iii §I POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY Sheet 17) Pressure, psi J: OHRATI02:1 PRODUCT REVISED AN OVERHANG COMPLYING WITH THE CURRENT FBC (SEE ADJACENT DIAGRAM); THIS CONDITION IS Flush -1-1/2" see note 3 J: B~iC::i'::&~::r. with the Florida NOT RATED FOR WATER INFILTRATION. 0 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 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. Medium -3-1/4' + 60.0 Expiration Data: 02/17/2025 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE High-4" + 60.0 OH RATIO= OH LENGTH By: ls.t.....7 I C:41-,..\,. INSTALLED. SEE NOTES 1-3 OH HEIGHT Mlaml--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 Lockstlle @ Jamb Straight Astragal Lockstile@ 90" Astragal Lockstile@ 135• Astragal Lockstile@ Assembly Straight Astragal Assembly 90· Astragal Assembly 13S" 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 Comer I L Outside ~ H ~ b Cor~~ ~ :::r::Jj9 r=tl C! ~ \\\\I II I I I I r=tl r; r lnsld~ ,~" ,,'' yso~'i_ _Lr~'! 4t, 111,/ Inside Corner I : Corner ,,' ~---· uCENs~ ·--~<'. //, Corner ~ 'l"_.-· ·--~~ 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 = ! 0 : *~ Receiver) (Corn. & Fxd Mount) --o· t~: -::~ ·.. V _: a::::: 1010 7ECHNOI.OGY DRIVE -~9'·•.. STATEOF .---~~ N.\;EMCE,R.:uz76 u DP AND ANCHORAGE ,~-,-"if,' // i5' · .. __ (OR10P-,.··c,'-,' (941 I 460-1800 -/1'1,f/orv·i,.'t..· E.~,,,,' ';ii'" l"::-'.1126'20 10-1 NOCHANGESTH/SSHEET. REGISTRATION if29298 SERIES 770 ALUM. SGD -LM IMPACT 1111 II I\\\\\ ~ I ... --'""'"'. -A. LYNN MILLER, P.E. "j'R.,, l°iw1<¥t.f 1-7 ,_ I soo-110 NTS 7 ., 22 PGT0130 D P.E.# 58705 T,6,_E!_L_E 3· Design Pressure (DP) and Anchor Quantities Required, (for aU approved configurations on Sheets 2 & 3) For comer astragal anchorage on so• or 135° comer units, see sheet 11 Door Unit Hemt Table applles to Glass "Types 4, 4A, 80" 84" 90" 96" 6, 6A, 7, 7A, 8 & 8A and the 69-7/8' Dlo 73-7/8" DLO 79--7/1!' rn n 85-7/1!' ULO Stlla/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 Des/an Prassura +l-90.0 asf 24" 17" Head/SIii C4+1 IC4+1 IC4+1 I C4+1 C4+1 I C4+1 IC4+1 I C4+11 C4+1 I C4+1 I C4+1 IC4+1 IC4+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 I 818181818181818 P-hook WIWIWIWIMI_I_I_I_IMI-IMI-INIM 7+8 Design Prassura +l-90.0psf 30" 23" Head/SIii C4+1 I C4+1 I C4+1 I C4+1 I C4+1 I C4+1 I C4+1 I C4+11 C4+1 I C4+1 I C4+1 I C4+1 I C4+1 I C4+1 I C4+1 I C4+1 I DLO Jamb 8181818181 8 I 8 I 8 I 10 I 8 I 8 I 8 I 10 I 8 I 8 I 8 P-nook 6+7 I 6+7 I 6+7 I 6+7 I 7+8 I 7+8 I 7+8 I 7+8 I 7+8 I 7+8 I 7+8 I 7+8 I 7+8 I 7+8 I 7+8 7+8 Design Prassura +/-90.0psf I 36" 29" Head/SIii C4+1 I C4+1 I C4+1 I C4+1 I C4+1 I C4+1 I C4+1 I C4+ 11 C4+1 I C4+1 I C4+1 I C4+1 I C5+1 I C5+1 I C4+1 C4+1 DLO Jamb 10 I 8 I 8 I 8 I 10 I 8 I 8 I 8 I 10 I 8 I 8 I 8 I 12 I 10 I 8 8 I P-tlook WIW)WIWIM)_I_I_I_IMI_I_ 8+9 I 8+9 I 8+9 8+9 E Design Prassura +l-90.0psf :!ii! 35" Head/SIii C4+21C4+21C4+21 C4+21 C4+21 C4+21C4+2 I C4+21 C5+21 C5+21 C5+21 C5+2 C5+2 I C5+2 I C5+2 C5+2 42" DLO Jamb 10 I 8 I 8 I 8 I 10 I 8 I 8 I 8 I 12 I 10 I 8 I 8 12 I 10 I 8 8 P-hook Ml-1-IMIMIMl_l_l_lMIMIM 8+9 I 8+9 I 8+9 8+9 Design Prassura +/-90.0psf SeeNoteADECw. 48" 41" Head/SIii C5+21C5+21 C4+21 C4+21 C5+21 C5+21C5+21C5+21 C5+21 C5+21 C5+21C5+2 C6+2 I C6+21,u,+2 \C5+2 DLO Jamb 10 I 8 I 8 I 8 I 12 I 10 I 8 I 8 I 12 I 10 I 8 I 8 14 I 12 I 8 II 8 P-hook MIMI-IMIMIMI_I_IMIMIMIM 9+10 I 9+10 N1+10 19+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 Hmlted by Table 3A) 102" 108" 91-7/8·· DLO 97-1/8" DLO AnchorGro<4> AnchorGro<4> A I B C I D A I B I C I D +!~. .5 psf +/-75.0psf C4+1 IC4+1 C4+1 I C4+1 C4+1 I C4+1 I C4+1 I C4+1 10 I 10 10 I 10 10 I 10 I 10 I 10 8+9 I 8+9 8+9 I 8+9 8+9 I 8+9 I 8+9 I 8+9 +/~2.5 psf +/-75.0psf C4+1 IC4+1 C4+1 I C4+1 C4+1 I C4+1 I C4+1 I C4+1 10 I 10 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 +/~2.5 psi +/-75.0 DSf C5+1 I C5+1 I C4+1 I C4+1 C5+1 I C5+1 IC4+1 IC4+1 12 I 10 I 10 I 10 10 I 10 I 10 I 10 8+9 I 8+9 l 8+9 I 8+9 8+9 I 8+9 I 8+9 l 8+9 +/~2.5psf +/-75.0 psi 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 +/~2.5psf +/-75.0psf C6+2 I C6+2 I C5+2 I C5+2 C6+2 I cs+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+101 9+10 I 9+10 9+10 I 9+10 I s+10 I 9+10 EXAMPLE ON SHEET 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 Lockstlle @ 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 I l Outside ~ a ~ b Cor~:r:J'r q ::r::lr l=r"[ c! ::r::lr '1j c: r lnside=:::o:r, o~• Inside Corner I : Corner Comer 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) TABLE3A: Sill Helghtto Max. (+) DP (Water Infiltration Rating) Sill Riser Height (+) Design (Flat or Box, see Sheet 17) Pressure, psf Flush -1-1/2" see note 3 Low-2-1/2" + 46.67 Medium -3-1/4" + 60.0 High-4" + 90.0 SEE NOTES 1-3 I-5: ! 11§1 OHRATlO2'1 l_ ~-OH RATIO OH LENGTH OH HEIGHT PRODUCT REVISED ;!,C:,'::t!:r. with the Florfda NOA-No. 20-0429.09 Expiration Date, 02/17/2025 By: \\--1,_,. I ,,;.,..,.i.. Miami-Dada Product Control l \\I II I I J ,,'' ~'< LYNtv .,,,, ,, .,'<'a.-···· ··-.-'11;/ ',, ,,' ~ ~--··· \,ICENSC," ·-•. ~(,.,, "-;. ' "t'. .,.,, -] * _:· No. 58705 \ :. -: . *--·02-P:ffia.· -::-O\ r7?.2..a·'Q:i --:;Q. -. -;. Q ·.. ;I.ATE O .:(fl~ -;.-<}._·. ,<--·~' /941)480-1600 1-,-==---=--=.;:=....:c..::..:.:.:..:.;::.:..::..:==-------------1 101!~:eiu DPANDANCHORAGE ,,, ,.s, ·•,._(OR10_P-•. ··0..,_ ,' ,,,,,f10NAL €.~,,,,' NO CHANGES THIS SHEET. ,_ -D REG1STRA110Nt12a1B " !!!!fES 77~ALU~ SGD -L'1_!.ft!:ACT soo-110 NTS 8 ., 22 PGT0130 111111111\\\\ A. LYNN MILLER, P.E. P.E.# 58705 SEE "CS" CLUSTER NO FRAME "9+10" P-HOOK ANCHORAGE CONSISTS OF: 1_______ __________ DETAILS, SHEET 1o . JAMB (9) P-HOOK ANCHORS, SEE "CS" CLUSTER MAX. UNIT WIDTH SEE "CS" CLUSTER DETAILS, FOR ASTRAGAL •.,\ REQUIRED@ (PERPENDICULAR TO GLASS DETAILS, SHEET 10 FOR REQUIRES "C6" SHEET 10 FOR INTERLOCK 24" MAX. O.C. EXTERIOR PLANE) SEE TABLE 2, SHEET 7 INTERLOCK CLUSTER SEE _j POCKETS fil!Q \,-i F 48" NOM. DETAILS, SHEET 11 • SEE POCKET (10) P-HOOK x x fihANEL WIDTH • 6" MAX. JAMB MOUNTING---;.-----.:S" MAX f°T"T x ,/ x " x x 7 INSTALLATION, ADAPTER . oi L THIS SHEET ANCHORS MIDWAY : 11' o •, 3" MAX. & SHEET 14 BETWEEN P-HOOK l l ' f""' o, ANCHORS&AT3" \ ~. j j FROM TOP & 1 ct 14"t· O.C.lel ,o, BOTTOM : ~;;! ' ' 'W' : ~~ l•I I I SEE : lli I '1•1 I ' 14" MAX. o.c. INSTALLATION 1 § '1oi----r DETAILS 'Jc' & 'Kc', l ~ ~I '•1' ,0! T SHEET 14 & PART l Ii;~ ,., 1°1 DETAILS'J'&'K', 1"':!l U:J ,o, 3"MAX. SHEET 19 FOR : ~ -lll P-HOOK L _____ ~•~ x ANCHORS END PANEL ,.il_l!,. )( )( )( ;; •= FRAME «>' ANCHORS q (') •= P-HOOK g ANCHORS ffi o= P-HOOK :::0 MOUNTING ADAPTER ANCHORS 1 ~' xix -XX ;; )( X )( ,-x )()()(X ,x, '\...._"+2" '-_"+2" 96" UNIT HEIGHT X " 21"MAX. o.c. ·'"7 4 PAIRS OF ANCHORS (TOTALS ANCHORS) PER JAMB (SEE JAMB DETAIL BELOW) ~-,,-,,•-.\ X, XX X , X' ,._y~ --"'\_ 'Z:" MAX ::::t----END PANEL "\_"+2" . ANCHORAGE (SEE ANCHORAGE (SEE SKETCH BELOW) 8" MAX., TYP. ANCHORAGE ANCHORAGE ANCHORAGE ANCHORAGE "+2" SKETCH BELOW) ANCHORAGE EXAMPLE: S-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 Q!JANTITIE_SJ,PECIF'IED IN TABLES 1-3, SHEEnl.§-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 ANCH• CENTERLINE OF END PANEL ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE O.C. DISTANCE TO THE NEXT ANCHOR CLUSTER 15 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 CENTERLINE DETAILS, SHEET 10 2.04" 21" MAX. O.C. S"MAX. ~-TRACK FRAME JAMB ANCHORJ>AIR 6" 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 ;!i'i:i';~e with the Florida NOA-No. 20-0429.09 Expiration Date, 02/17/2025 By:_ Jc..(,~7 1 , Miami-Dade Product Control 1--0F FOR ASTRAGAL ~~/ ....... / _i_'.""'"'OCK -,~ ~,,~~" . -·-e MM i-·~ • --\ ~V (. ffiz;>i z z z ;;J;~ z z zz~ iiV z z z z ,$-¥ z z;. 'fA I] ,,,,,0·~-(~XNN;;,,,, ~ I I ~~ I I I . I . I l . l ,'A.'<'•••• •,,~ll'f// <,• ,' ~' •·· .._1cENs1, ··._<(~ ,.,,., ::: ~:· ·-.,p-::. I-CENTERLINE ;,+2" ANCHORAGE_/ 1-· CENTERLINE . "+2" ANCHORAGE_/ 1-· CENTERLINE :: * / No. 58705 ···: *~ OF PANEL 3 OF PANEL 4 OF PANEL 5 : VI-~: :: SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS :: l '·.. :).).. c) .-' 0: ~ 10707ECHNOI..OGYDRJVE --::, 0 ·.. STA E OF .-· It!::: N.IBIICE;R./UZ'M u ANCHORAGESPACING&EXAMPLEPLANS -::.,~·-. __ ,.(omo"'-··· ,ih' ~-~ -~~••,, ..... •·~~ , ..... ti""" IIJ NOCHANGESTHISS £Ee I REGISTRAT10Nt12112t18 SERIES 770ALUM. SGD-LM/MPACT ,,,,,fiONAL ~,,,,' H · , -1-,-,-... ,... A.d/.ilbltlt.lhR,P.E. ,_ I Sl»-770 NTS 9 ot 22 PGT0130 D P.E.#58705 f ASTRAGAL OR I-SPLICE LOCATION INTERLOCK--J IF NEEDED CENTERLINE I 2.04" EXTERIOR ~ 2-TRACK FRAME HEAD/SILL @ ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4") ASTRAGAL OR ~SPLICE LOCATION INTERLOCK-J IF NEEDED CENTERLINE f ASTRAGAL OR I (FOR SPLICE INTERLOCK-1 CONDITION, USE CENTERLINE I "C6" CLUSTER DETAIL) ,~ f ASTRAGAL OR -'-SPLICE LOCATION INTERLOCK -I IF NEEDED 2.04" CENTERLINE 1 ,, 1.75 6"DIAG. 2.04" 2.04" --H DIAG. ~ _ ¢OR ! >-1" \X. EXTERIOR 4" DIAG {!, . EXTERIOR 3.5" 2 M 0 C. 2-TRACK FRAME HEAD/SILL @ ASTRAGAL OR INTERLOCK (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED, "CS") ASTRAGAL OR (FOR SPLICE INTERLOCK-j CONDITION, USE CENTERLINE 1 "C6" CLUSTER DETAIL) 3.5" {!, 7" 2-TRACK FRAME HEAD/SILL @ ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C6") 6"MAX. ~2-TRACK FRAME JAMB ANCHOR PAIR t ! 6' 'MAX. 64" 5.6 t ASTRAGAL OR-I-SPLICE LOCATION 6"DIAG. r 4-TRACK FRAMEJAMB ANCHOR PAIR. INTERLOCK IF NEEDED 2.04" CENTERLINE i..._, 3.5" EXT¢OR I t=====t==::=::i 4.08" I f ,t 4. .: t+ I} n --,z, ~ 2.04" 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. ~ {!, 3-TRACK FRAME HEAD/SILL @ ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4") ASTRAGAL OR I-SPLICE LOCATION INTERLOCK-I IF NEEDED CENTERLINE I ~ 1.75" 3.5" EXTERIOR EXTERIOR {!, 3-TRACK FRAME HEAD/SILL @ ASTRAGAL OR INTERLOCK (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED, "C5") ASTRAGAL OR I (FOR SPLICE INTERLOCK-I CONDITION, USE CENTERLINE 1 "C6" CLUSTER DETAIL) ~ {!, 3.5" 3-TRACK FRAME HEAD/SILL @ ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C6") ASTRAGAL OR (FOR SPLICE INTERLOCK . I CONDITION, DO NOT CENTERLINE I USE THIS DETAIL) 6"MAX. ! 3-TRACKFRAMEJAMB ANCHOR PAIR FOR SPLICED CONDITIONS ONLY: 2. FOR HEAD OR SILL SPLICE LOCATIONS/ANCHORAGE AT P-HOOK SEE SHEET 9. PRODUCT REVISED ;:,'f:,':,'&'l!::l'e with the Florida NO-. 20-0429.09 Expiration Date: 02/17/2025 By:_ 1,:1-~7 I ,~,,-... ,,:~. __ _ Miami-Dade Product Control 2.04" 4-TRACK FRAME HEAD/SILL @ ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4'1 NO CHANGES THIS SHEET. ,_ EXTERIOR {!, EXTERIOR {!, 4-TRACK FRAME HEAD/SILL @ ASTRAGAL OR INTERLOCK 3.5" (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C6") ,,,,·,,'{ LYNtv·,,,, ,,,' '<'0'.;---...... 4f, ,,,, , ~ .·· \.1CENsi•·-~('. '✓ ~~----·---~~ ;:: * / No. 58705 ·.. :: 4-TRACK FRAME HEAD/SILL @ ASTRAGAL OR INTERLOCK (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED, "CS') WITH & WITHOUT SPLICE CONDITION ~-o!O--L.t,'/i!P:)*~ =====::r-------.-::=c---------------, :: -,:i ·.. ~o _.-t::t: = 1010TECHNOLOGYDRJVE -~0··. :i\TEOF .:!!}:::: N-~~,:5 u ~CHORAGE. EXAMPLECLUSTERS ✓✓✓'t-;··<1.o_Rlf?f>: .. •·;.:f-/~· _._110N_ SERIES770ALUM.SGD-LMIMPACT 111f/,ONAL 'c-~,,,' ., ----· -A.Lv'~rJM,tM~'.P.E. SGC>-770 NTS 10 " 22 PGT0130 D P.E.# 58705 2.04" 90'CORNER 2-TRACK FRAME HEAD/SILL (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "9£) 4.08"::r::::J INTERIOR , , , 4.08" f _ _;:; I__ NJ 2.04" 3.5" 4" 90'CORNER 2-TRACK FRAME HEAD/SILL (USE WHERE 5 OR 6 CLUSTER ANCHORS ARE REQUIRED, "C6") EXTERIOR 7" 4.08" 135'CORNER 2-TRACK FRAME HEAD/SILL (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "9£) 135'CORNER 2-TRACK FRAME HEAD/SILL (USE WHERE 5 OR 6 CLUSTER ANCHORS ARE REQUIRED, "CS") "+1"AN<::_HOR I 1-CENTERLINE i-oFPANEL 7" 90' CORNER 3-TRACK FRAME HEAD/SILL ("CS" ANCHOR CLUSTER REQUIRED AT ALL 3-TRACK CORNERS) 135' CORNER 3-TRACK FRAME HEAD/SILL ("f§." ANCHOR CLUSTER REQUIRED AT ALL 3-TRACK CORNERS) ◊ ~jf ~~1s 1 ·•,· AACHi I ,., J J rt•·ooa 3.5" ~ 2.04" NOTES: 90'CORNER 4-TRACK FRAME HEAD/SILL ("CB" ANCHOR CLUSTER REQUIRED -AT ALL 4-TRACK CORNERS) EXTERIOR 7'' 6.12" 4"DIAG. 135'CORNER 4-TRACK FRAME HEAD/SILL ("CB" ANCHOR CLUSTER REQUIRED -AT ALL 4-TRACK CORNERS) 1. ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLO\11/ED. .04" CENTERLINE OF PANEL "+3"ANCHQR f ~ t ..._ j 4.os" r s.. . _ 2.04" 3.5" 1t-CENTERLINE OF PANEL 4-TRACK FRAME HEAD/SILL INTERMEDIATE ANCHOR LAYOUT (3-TRACK SIMILAR) 1 "+f'A!'!CHOR I I __ CENTERLINE t"oFPANEL +t . ]iid. o~. ·5 I _ CENTERLINE t"oFPANEL 2.04" 4"DIAG. t-CENTERLINE OF PANEL 2-TRACK FRAME HEAD/SILL INTl;_RMl;!:llb TE P,NCHOR LA YOIJ_T PRODUCT REVISED aa complying with the Florida Bulldlng Code NOA-No. 20-0429.09 Expiration Date, 02/1712025 By:_ I <:.1~·7 I , ,r,..,,,.i. Miami-Dade Product Control \\\l'''"""T"Trf// ,,,, ~'{ LYNN 11,, ,, '?--0 ......... 1/f;, ,, ,' ~ •• ·• \.1CENs_;_· .•. ('',, ,,, ~ ~ .. -,. ··.'.~-:;. = * :· No. 58705 ·.. -:. -: : * t~ \t½-r~_/,~;:: -:. 0 ·. 4-r1-{rJ?-0 .-,':'-! ~ 2. DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE IDENTICAL FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. (IHtJ480-ttKIO h-::::'--'.=;.:.;:..;;;.o.==•-=::..::::::...::=-===-=-==-------1 fm:~:1u ANCHORAGE EXAMPLECLUSTERS ,, ~ •• ft' •• ~"'V::: ,,. ~-s, ·· ... (_ORID~ .. ··0~,' 1111 s'ONAL 'c-~ ,,,' A.1 ~1~~1MW~ P'.f' P.E.# 58705 NO CHANGES THIS SHEET. -REGJSTRATION«l9298 SERIES 770 ALUM. SGD -LM IMPACT • -::.no NTS '71 ., 22 _,.. PGT0130 77> INSTALLATION DETAILS EDGE DISTANCE: If-•--•--+,-SEE TABLE A, SHEET 1 • • I 2-1/16" • EXTERIOR 1/4" ¢J EMBEDMENT: J SEE TABLE A, SHEET 1 r MAX. SHIM 2XWOOD TYP., SEE ANCHOR NOTE 3, SHEET 1 l 1fim 2-TRACK FRAME HEAD ~ WOOD INSTALLATION WOOD ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 SEE ANCHOR NOTE 5, SHEET 1 (1/4"MAX.) EDGE DISTANCE: 2XWOOD TYP., SEE ANCHOR NOTE 3, SHEET 1 SEE TABLE A, SHEET 1 -----i EMBEDMENT: SEE TABLE A, SHEET 1 lfim 2-TRACK FRAME SILL ~ WOOD INSTALLATIO_N EMBEDMENT: SEE TABLE A, SHEET 1 ~,--~ 2XWOOD TYP., SEE ANCHOR ---ll-Hll/~\\111 NOTE 3, SHEET 1 WOOD ANCHOR TYP., EDGE DISTANCE: SEE TABLE A, SHEET1 SEE ANCHOR NOTES ~f----.l. & TABLE A, SHEET 1 EXTERIOR _ {J, 1/4" MAX. SHIM _j ~ lfim 2-TRACK FRAME JAMB ~ WOOD INSTALLATION NO CHANGES THIS SHEET. -EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: ,__ ____ SEE TABLE A, SHEET 1 2-1/16" • 1/4" r~ T 2XWOOD TYP., SEE ANCHOR NOTE 3, SHEET 1 WOOD ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 SEE ANCHOR NOTES, SHEET1 (1/4"MAX.) EXTERIOR lfim 3-TRACK FRAME HEAD ~ WOOD INSTALLATION Q 2-1/16"· ---EDGE DISTANCE: SEE TABLE A, SHEET 1 --+----i EMBEDMENT: SEE TABLE A, SHEET 1 lfim 3-TRACK FRAME SILL @WOOD INST/!\J_l.ATIQN EMBEDMENT: SEE TABLE A, SHEET 1 --j l EDGE DISTANCE: 2XWOOD TYP., SEE ANCHOR --II-HIit~ NOTE 3, SHEET 1 SEE TABLE A, SHEET1 EXTERIOR ¢J EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 I----+--2-1/16" • METAL TYP., SEE ANCHOR NOTE 4, SHEET 1 SMS ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 1fim 4-TRACK FRAME HEAD ~ METAL INSTALLATION MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE 1/4" MAX. SHIM NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. 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) SMS ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 METAL TYP., SEE ANCHOR OR 6" (JAMB) SEE DETAILS, SHEETS 10 & 11. SEE NOTE 4, SHEET 1 ' MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE ANCHOR NOTES,7 SHEET 1 ...I__, (1/4" MAX.) =· <a:~~ .. I. .I t 1 EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: i------i.-SEE TABLE A, SHEET 1 ifien4-TRACK FRAME SILL '\57META_L INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 METAL TYP., SEE ANCHOR NOTE 4, SHEET 1 SMS ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET1 ::n:.-::'t:J'e with the Florida NOA-No. 20-0429.09 Expiration Date: 02117/2025 By:_ J ,;.lv•7 / ,~ /,-,,, \... ---Miami-Dade Product Control WOODANCHORTYP.,~ ~"-MIN.OF3 SEE ANCHOR NOTES THREADS , 1 1 1 1 1 11 . , 1 &TABLEA,SHEET1 ~ BEYONDTHE ,,,,'~,q~~YA~fi!,r,,1',,, ~ _n_ METAL ,,' ~--· 1,1CENss-··?<~'-::_ _n 1/4"MAX SHIM --li-V SUBSTRATE ::: ~_.-, ··."P-::. V . 1/4" MAX. SHIM t-·-* _.· No. 58705 ·. ::. lfim 3-TRACK FRAME JAMB lfim 4-TRACK FRAME JAMB : t{ ~ \ * :: ~ WOOD INSTALLATION '1!J METAL INSTALLATION J1 :___ /.1 ~ 0 / (l:} 1010'1ECK'Q.OGYllRIW --:, 9' ·.. rfr TEO ,: (!/:: N.\IEI\IC£R.IHZTII u ANCHORAGEDETAJLS ',,~<S'·· .. '.",omo1'.··c,~''' ~~--SERIES 770ALUM. SGD-LMIMPACT ,,,,//,9,~;A(~~,,,,' • -----A.LYNNUILLER,P.E. SGD-770 NTS 12 "22 PGT0130 D P.E.#58705 INSTALLATION DETAILS '--~-EDGE DISTANCE: SEE [-• 1 ~ABLE A, SHEET 1 CONCRETE I'\ • • I 2-1/16" • PER TABLE EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: ,___.._._ SEE TABLE A, SHEET 1 CONCRETE PER TABLE A, SHEET 1 A, SHEET 1 1 .. l . 1 . . 1 I .1 ia·•~·-•_ .-~.~--a· ~ · .·• ... ::a ... i .-• J EX¢0R ~~~ ' l EMBEDMENT: J 7' 1/4" SEE TABLE A, L MAX. SHEET1 SHIM PROPERLY SECURED 1X PROPERLY SECURED 1X WOOD BUCK TYP., SEE WOOD BUCK TYP., SEE CONCRETE PER TABLE EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: ,_ _ __,_ SEE TABLE A, SHEET 1 A,SHEET1 l i..", :. l .·., , .. ·.,.;.· .. '•' •/I PROPERLY SECURED 1X WOOD BUCKTYP., SEE NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. • DIAGONAL O.C. IS MIN 4" (HEAD & SILL) OR 6" (JAMB) SEE DETAILS, SHEETS 10& 11. 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 lfiEn 2-TRACK FRAME HEAD lfiEn 3-TRACK FRAME HEAD '\ls) CONCRETE INSTALLATION ~ CONCRETE INSTALJ,ATION lfiEn 4-TRACK FRAME HEAD ~ Q_ONC8!;TE INSTALLATION CONCRETE ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 PROPERLY SECURED 1 X WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHEET 1 PROPERLY SECURED 1 X WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHEET 1 SEE ANCHOR NOTE 5, SHEET 1 (1/4" MAX.) ~I., EDGE DISTANCE: SEE TABLE A, SHEET 1 --1-----i EMBEDMENT: SEE TABLE A, SHEET 1 SEE ANCHOR NOTES, SHEET1 (1/4"MAX.) CONCRETE PER TABLE A, SHEET1 EDGE DISTANCE: SEE TABLE A, SHEET 1 -+----<-t lfiEn 2-TRACK FRAME SILL @ CONCRETE INSTALLATlON EMBEDMENT: SEE TABLE A, SHEET 1 lfiEn 3-TRACK FRAME SILL @ CONCRETE INSTALLATION SEE ANCHOR NOTES, SHEET1]_ (1/4" MAX.) ~ CONCRETE PER TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 --1----i EMBEDMENT: SEE TABLE A, SHEET 1 lfiEn 4-TRACK FRAME SILL '1:YCONCRETEINSTALLATION EMBEDMENT: SEE ----TABLE A, SHEET 1 111 •.~ It 1 EMBEDMENT: SEE -~-I TABLE A. SHEET 1 I ___! EDGE DISTANCE: EMBEDMENT: SEE TABLE A, SHEET 1 -1 PROPERL Y SECURED 1X WOOD BUCK TYP., ~I SEE ANCHOR NOTE 3, SHEET 1 CONC./CMU ANCHOR EDGE DISTANCE: SEE TABLE A, SHEET1 TYP., SEE ANCHOR ~t---1-NOTES & TABLE A, · · SHEET 1 EXTERIOR ~llll ..(}1/4" MAX. SHIM CONCRETE ORCMU PER TABLE A, SHEET1 lfiEn 2-TRACK FRAME JAMB \Qs7 CONCRETE/CMU INSTALLATION NO CHANGES THIS SHEET. -·; •. EDGE DISTANCE: CONC./CMU ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 PROPERLY SECURED 1X WOOD BUCK TYP., --tff+{fA SEE ANCHOR NOTE 3, SHEET 1 .52Sllil!Q!!. ~ • ..(} 1/4" MAX. SHIM _j i-:.· SEE TABLE A, SHEET 1 CONCRETE ORCMU PER TABLE A, SHEET 1 lfiEn 3-TRACK FRAME JAMB \l:!v COIIICRETl;/CMlLJNSTALLATION 111TO Tl!CHNOLOGYORIVE N.~R.-/941)--1600 liEGIS7RA110N i112112af PROPERLY SECURED 1X WOOD BUCK TYP .. --JHt+I SEE ANCHOR NOTE 3, SHEET1 CONC./CMU ANCHOR SEE TABLE A, SHEET1 TYP., SEE ANCHOR~ NOTES & TABLE A, SHEET 1 ~ -0 CONCRETE ORCMU PER TABLE A, SHEET1 lfiEn 4-TRACK FRAME JAMB W CQNCRETl;/CMU IN,STALI..ATION -ANCHORAGE DETAILS -SERIES 770 ALUM. SGD-LM IMPACT -,-l"-,-· SG0-710 NTS I 13 ., 22 PGT0130 -D CONCRETE PER TABLE A, SHEET1 PRODUCT REVISED ;:::.-:::r:.r. with the Florida NOA.-No. 20-0429.09 Expiration Date:02/17/2025 By: I<:..<, .. -/ /,,,,,1. Miami-Dade Product Control \\I\ 11 JI/ L ,,,.~,'{LYNN ,,,, ,, '<'0"~-------.... 1/t// ,, ,''-~ . ...-,_,ems€' ·--~<~ -'-:. ' ~--~ / f * / No. 58705 ·· .. , *l ~ "O : __ tl)j~ i Q: ~ -. 'li.J~ ~"b ··.. S ATEO / {:IJ~ ',., ~--•.. ':lORI0!';.-···0~';:-,,,l8tO·f•.iAL ~~, ,,, I I I I I I II II\\\\\\ A. LYNN MILLER, P.E. P.E.#58705 INSTALLATION DETAILS FRAMEJAMB REQUIRED AT ALL INSIDE POCKETS TO PREVENT WOOD FRAMING EMBEDMENT:SEE TABLE A, SHEET 1 P-HOOK MOUNTING ADAPTER WATER INFILTRATION = SEE ANCHOR NOTES EMBEDMENT: & TABLE A, SHEET 1 SEE TABLE A, SHEET 1 (ALSO SEE TYP. ~ ""'°DANC><ORTY> l i2Jt TAIU.E~:;:g·,'" EMOEDMEITT ~ ILLUSTRATION, SHEET 9) PHOOK WOOD ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 (ALSO SEE TYP. ILLUSTRATION, SHEET 9) EXTERIOR -0, ,__ __ _,,_ 2.693" MIN. EDGE DISTANCE lfien P-HOOK FOR USE WITH FLAT SILL RISER~ Qii} PARTS #18. #20. #22 OR #24, SEE TABLE A, SHEET 1 P-HOOK CONCRETE OR CMU PER TABLE A, SHEET 1 2.693"MIN. EDGE DISTANCE EMBEDMENT: SEE TABLE A, SHEET 1 -+---i CONC./CMU ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 . EDGE DISTANCE EXTERIOR -0, P-HOOK MOUNTING ADAPTER CONC./CMU ANCHOR TYP., SEE ANCHOR NOTES & TABLE A,SHEET1 (ALSO SEE TYP. ILLUSTRATION, SHEET 9) 1fien P-HOOK FOR USE WITH ANY SILL RISER Qs7 PARTS #18. #20. #22 OR #24. NOTES: 1.AUDIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. 2. FIGURES ON THIS SHEET ARE FOR ILLUSTRATIVE PURPOSES ONLY. SEE TABLE A, SHEET 1 FOR ALL APPROVED SUBSTRATES. 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 MAY ALSO BE INSTALLED IN (SEE TABLES 1A, 2A & 3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) INTERIOR CONDITION FOR WATER RATINGS) l;X_Tj;RIOR CONDITIQN METAL TYP., SEE ANCHOR NOTE 4, SHEET 1; MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE EMBEDMENT: SEE r \, TABLE A, SHEET 1 7. P-HOOK MOUNTING CONCRETE OR ADAPTER SMS CMU PER TABLE ANCHOR TYP., SEE A, SHEET 1 ANCHOR NOTES EMBEDMENT: SEE -+---i TABLE A, SHEET 1 ·Jj·;;_:;",i)}JE;},,,~, P-HOOK MOUNTING ADAPTER CONC./CMU ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET1 & TABLE A, SHEET 1 (ALSO SEE TYP. ILLUSTRATION, EMBEDMENT: II f j SHEET 9) SEE TABLE A.7~ DISTANCE: SEE SHEET 1 _A ,.. TAB\-E A, SHEET 1 P-HOOK SMS ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 (ALSO SEE TYP. EXTERIOR -0, ILLUSTRATION, SHEET 9) ,__ __ _,,_ 2.693" MIN. EDGE DISTANCE 1fien 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 RA TINGS) ONLY EMBEDMENT: SEE TABLE A, SHEET 1 (ALSO SEE TYP. ILLUSTRATION, SHEET 9) EXTERIOR -0, P-HOOK CONC./CMU ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 (ALSO SEE TYP. 2.693"MIN. i------i-EDGE DISTANCE ILLUSTRATION, SHEET 9) 1fien 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 RA TINGS) ONLY NO CHANGES THIS SHEET. 1010TECHNOLOGYDRNel -N. 1/EIIIG'£R.IHZTS ANCHORAGE DETAILS (141)480-tBOO -REO/STl'IATION-u SERIES 770 ALUM. SGD-LM IMPACT___ _ -........,_ ... ~-7-e SGD-770 NTS 14 ., 22 PGT0130 D PRODUCT REVISED ;:i'::i"::~:::re with -Florida NOA-No. 20-0429.09 Expiration Date: (12/1 '7/2025 By: \,;.1-I ,·.1,,.,,,., Miami-Dade Product Control ~_I f I I I ,;,' :0w1 .1:·:.'.V!Vi~",,, ;/~1-···~;CENs.;:·-.~</'-:.. -'t: ·. ,p ~ :: * .... No. 58705 ·.. *~ = : 0..2-~' _, ~1/ I ~o.:' ~~--:.. Q ·.. 1rATE _.· I!/~ ,,(\, ·-"'' ,,,., ~&· ... ~l. o.~~I?-~-... 0~,/ '11 .StONAL t:-'21,,, 11 I I I I I J 11 \ \ \ \ \ \ A. LYNN MILLER, P .E. P.E.# 58705 CONFIG. EXAMPLES NOTES: HEADER DETAIL 'A', SHEET 18; INSTALLATION DETAILS 'Aw' & 'Ac', SHEETS 12 & 13 1) SEE SHEET 17 FOR INDIVIDUAL 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. ~' r MAX. PANEL HEIGHT L -PANEL TYPE 'A' , ,, /--SEE NOTE2 ¢ X .. MAX. UNIT ~AX. -DLO_ WIDTH ~ PANEL PANEL TYPE TYPE 'QS' 'AS' NOM. PANEL ! WIDTHTYP. PER TABLES 1-3 Q ¢ X X ~. -\. I go• -NOM.I TYP.PE PANEL TYPE 'K' MAX ! MAX. HEI DLO p HEIGHT TAI 1 ¢i X -,__ _________ MAX. UNIT WIDTH 'ANEL WIDTH R TABLES 1-3 -11------i UNIT GHT :R LES 3 INTERIOR EXTERIOR CORNER DETAIL 'N2', SHEET 19 & CORNER ANCHORAGE SHEET 11 INTERLOCK DETAIL 'M', SHEET 19 JAMB DETAIL 'G3', SHEET 18; INSTALLATION DETAILS 'Gw' & 'Ge', SHEETS 12 & 13 _i'• DLO WIDTH = NOM. PANEL WIDTH -7'' SILL DETAIL 'D', SHEET 18; j INSTALLATION DETAILS 'Dw' & 'De', SHEETS 12 & 13 EXAMPLE: 90° INSIDE CORNER1 4 PANELS -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 Kommer1ing 4SG TPS Spacer System 125 Quanex Super Spacer nXT with Hot Melt Butyl 126 Quanex Duraseal Spacer 127 Csrdinal XL Edge Spacer REFERENCE TEST REPORTS: Fft:-8717, 8968 & 8970 NO CHANGES THIS SHEET. -FRAME CORNER DETAIL Material See this Sheet for Materials 3/16"NOM. @) KODISPACE 4SG TPS @) SUPER SPACER® NXT™ ALUMINUM REINFORCEMENT EXT.GLASS PRODUCT REVISED ;:.c::.::'l~':1'. with -Florida NOA..f'lo. 20-0429.09 Expiration Date: 02/17'/2025 By: -1,~1,,,.7 r ,· .r,.,,,.t. Miami-Dade Product Control 1 l I I II ,,,'~o'~~Y~P!, ¼_1111,, ,' ~--··· 1,.1CENSs, • . ._I:'(~',:_ .::-'{': ·. ,p ✓ @)DURASEAL® SPACER @) XL EDGE™SPACER [*(a Na.ti]jcss7o5 \ *\ ::: -0 ·. ~).2. d-0 ; 0:: -"1"'(111):-TECHHa.==-cOG-,.Y-DIIM!'=-=-------.,.._,,.-----------------------J ~i ·... -utTE F _.: /jjf N.~,:219 u ~CHORAGE DETAILS I EXAMPLE ELEVATIQ -:.,,J,;·· .. '.'/o_~!O.I'.'-.-0~,,' REGISTRATION/12/l2118 SERIES 770ALUM. SGD-LM IMPACT 111l/,ONAl Sf,,,' e ----· -A.LY~Nl.l1llilR,P.E. SGD-110 NTS 15 " 22 PGT0130 D P.E.# 5B705 CONFIG. EXAMPLES ~N:ERLOCK DETAIL jFOR ALL DETAILS ON THIS SHEET, SEE NOTES ON SHEET 15 J M' SHEET 19 OPERABLE JAMB DETAIL 'G3' SHEET 18· ( , ~ '-.Y-INSTALLATION DETAILS 'Gw' & 'Ge', SHEETS 12 & 13 ~D JAMB DETAIL 'G2', HEADER DETAIL 'A' SHEET HEADER DETAIL 'A', SHEET 18; MAX. DLO L;~~ET 18; INSTALLATION 18; INSTALLATION DETAILS-.,-INSTALLATION DETAILS 'Aw' & 'Ac' WIDTl:I..-JAMB DETAIL 'G3', SHEET 18; INSTALLATION DETAILS 'Gw' & 'Ge', SHEETS 12 & 13 DETAILS 'Gw' & 'Ge', 'Aw' & 'Ac', SHEETS 12 & 13 .... TYP. SHEETS 12 & 13 PANEL PANEL TYPE TYPE 'R' 'L' I NOM. PANEL MAX. -WIDTH TYP. PER DLO TABLES 1-3 HEIGHT ~ lo ¢ ( / "\ X 1-' PANEL PANEL TYPE TYPE 'D' 'A' I ! -SEE NOTE2,-SHEET 15 ¢ ¢ X X MAX. UNIT WIDTH 7~ MAX. UNIT HEIGHT PER TABLES 1-3 SILL DETAIL 'D', SHEET 18; PANEL TYPE 'A' MAX.l. DLO J 16~~l~t~ HEIGHT l~ 'Dw' & 'De', SHEETS 12 ( & 13, ,_,," ~, -I PANEL TYPE 'CS' NOM. PANEL WIDTHTYP. PER TABLES 1-3 ¢i X I \ ----7 -PANEL TYPE 'QS' I Q X PANEL TYPE 'K' I SEE NOTE2,-o MAX. UNIT HEIGHT PER TABLES 1-3 SHEET15 ¢i x_ ~ --_J -~ INTERLOCK DETAIL 'M', SHEET 19 90' OUTSIDE CORNER DETAIL 'N1', SHEET 19 & CORNER ANCHORAGE SHEET11 NOM. PANEL WIDTHTYP. PER TABLES 1-3 MAX. UNIT WIDTH ------1 E& PANEL CORNER CONSTRUCTION DETAILS SHEET 15 EXAMPLE: OXXX (2-TRACK) SILL DETAIL 'D', SHEET 18;~ ~ -MAX. UNIT WIDTH INSTALLATION DETAILS 'Dw' & 'De', SHEETS 12 & 13 EXAMPLE: 90° OUTSIDE CORNER-XX/XX (2-TRACK) , JAMB DETAIL '11', SHEET 18; ASTRAGAL DETAILS 'L 1 & INTERLOCK DETAIL 'M', SHEET 19 INSTALLATION DETAILS 'lw' & ~T\ L2, SHEET 19 ~ •~ INTERLOCK DETAIL 'M', SHEET 19 'le', SHEETS 12 & 13\ HEADER DETAIL 'C', SHEET JAMB DETAIL 'H2' SHEET P-HOOK DETAIL 'J' & 'K' SHEET 'B', SHEET 18: , .... .,,' ' 'Cw' & 'Cc', SHEETS 12 & 13 ~ HEADER DETAIL \8; INSTALLATION DETAILS 18; INSTALLATION DETAILS 19; INSTALLATION DETAILS 'Jw' INSTALLATION 7 JAMB DETAIL '12', SHEET 18; INSTALLATION 'Hw' & 'He', SHEETS 12 & 13 'Jc', 'Kw' & 'Kc', SHEET 14 DETAILS 'Bw' & 'Be', DETAILS 'lw' & 'le', SHEETS 12 & 13 ~P_R_O_D_U_C_T_R_E_V_IS_E_D __ -i SHEETS 12 & 13 •• complying with the Florida I MAX. UNIT HEIGHT PER TABLES 1-3 L MAX. UNIT WIDTH PANEL PANEL PANEL TYPE TYPE TYPE 'R' 'L' 'M' NOM. j I -PANEL WIDTHTYP. MAX. 7 SEE PER DLO NOTE2, TABLES 1-3 HEIGHT SHEET15 ! 0 ¢ ¢ X X EXAMPLE: OXXXp (3-TRACK, RIGHT POCKET) NO CHANGES THIS SHEET. -PANEL TYPE 'F' -! ¢ X .... § ~~ ~~ l:!i!! ~i ~ PANEL TYPE 'M' I SEE !-NOTE 2, SHEET15 ¢ X MAX. UNIT WIDTH PANEL PANEL TYPE TYPE 'F' 'F' NOM. /_ PANEL WIDTHTYP. MAX. PER DLO TABLES 1-3 HEIGHT I~ ¢ X PANEL TYPE 'P' _/ 0 Bulkllng Code , -... NOA-No. 20-0429.09 7 Ill! I :,;;~~~~ ;rocluct Control MAX . UNIT HEIGHT PER TABLES 1-3 !J . ~~--.. / / ' ,,' 0 ...... 'Vt/f, 111 ,' ~'0,,•·~,CENs/··.'f( /// · J ,, ~'{ LYN•• 11 -----~·e ::: '('.·· ·--~-:. SILL DETAIL 'E', SHEET 18;7 EXAMPLE: XXXO SILL DETAIL 'F', SHEET 18; __, § * _:"° No. 58705 · .. _"P ~ INSTALLATIONDETAILS (4-TRACK BY-PASS) INSTALLATIONDETAILS = : /'I~'*:: -SG0-710 -NTSI 16 ., 22 'Ew' & 'Ee', SHEETS 12 & 13 1 'Fw' & 'Fe', SHEETS 12 & 13 ::. -0 · •. (,,1 ~ . ,.,,. ::: -"1). Q:'-'--fOTOTECHNOLOGYDR/1/E -'.'.::, 0 •.. S ATE O .: 1'fi::: N.W!MIE.Fl.:wl15 ~VAA6'PLE~'""'A7i''" .. '" /~-. ,.. .·.s::,::: /941/4«>-tBOO L--1=::::::h -~~~=~1=-~,_~,...,.:!v!:.''°'!!.!'v~r•~•"::__---------l // "' ·· ... <OR\Oi' .. ·· ~ ,, REG/BTRATION#ll9ZIIB SERIES 770 ALUM. SGD -LM IMPACT ',, ~f(otv"i.."l..· ~t~ ,,' A. L vl-irJ Ml~~e~.1P.E. P.E.#58705 ,_...,,. PGT0130 -D PANEL'S RIGHT STILE TYPE PANEL SINGLE SINGLE ASTRAGAL ASTRAGAL INTCORNER EXTCORNER EXTCORNER INTCORNER EXTCORNER INTCORNER INTERLOCK INTERLOCK FIXED LOCKSTILE ASTRAGAL ASTRAGAL BOX OUT BOX IN 90 LOCKSTILE 90 LOCKSTILE 90 RECEIVER 90 RECEIVER EXT CORNER I 35 RECEIVER 35 RECEIVER TYPES OUT IN STILE W/HANDLE BOXOUT BOXIN W/HANDLE W/HANDLE W/HANDLE W/HANDLE W/HANDLE W/HANDLE 90RECEIVER W/HANDLE W/HANDLE ~ ~ ~ ~ ~ #1J8 ~} ~1 ~ ca, c0: '-'Jr ~ ~ ~ ~ #12-;J;,r ~ #61~8 #61~ -;¢. #613;:t'11' #61~ ~~/F~K//~/rnrom~/w~ IN~~~~K ~ B E p A / / £ £ IC SQ SC ·SA I/ sv SW :~~R//~~/////ro~~~ ~~DM//L~/1///////1/ If ~~~~~ .J__ LR / / / PANEL NOTES: >-W/HANDLE ~ tlOl<Ol/ll / / / 1.SEEDPTABLES1-3,SHEETS6-8FORPANEL 1-ASTRAGAL ~ / N 1// A SIZES & DESIGN PRESSURE. W w~~~:OLE ~ / LEFT ~ u!!fil!3!QB. ....=?Si RIGHT 2.PANEL TYPESNOTSHOWNORCROSSEDOFF ...J !//tlOl<IN) PANEL 1it:!LJ.J _n_ Cl_jg PANEL ARENOTREQUIREDFORANYCONFIGURATIONS i= AsTRAGAL :l;[J:,-T LJ STILE v~ STILE AND ARE NOT AVAILABLE. <n BOX OUT U ----3. 90" ASTRAGALS TO USE HEAVY-DUTY STILES I-"°"""" "°"""" ., .. (#61),CORNERRECEIVER(#118)ANDEITHER u_ ASTRAGAL O // T u PANEL E SHOWN. SEE TABLE FOR OTHER PANEL TYPES AND EXTERIOR (#119) OR INTERIOR (#120) CORNER W BOX IN :;r:J:r APPLICABLE STILE/ASTRAGAL REQUIREMENTS. ASTRAGALS ...J tlQl(IN) (BOJCWJ • INT CORNER 1~1/ // 4. 135° ASTRAGALS TO USE HEAVY-DUTY STILES (j) 90LOCKSTILE Jr RT Cl (#61)ANDCORNERADDON(#31) . ...J W/HANDLE #120 ~ -------------232., wz EXT CORNER.~ // SILL RISERS OPTIONS -11-.232" -p]-. 90 LOCKSTILE }!-a T as " <( W/HANDLE#119 ~ I ·232" i] EXTERIOR PRODUCT REVISED Q. EXT CORNER~s1? / / ::-1 u-·232" EX~ERIOR EX~OR " ¢-.062" as complying with the Florida 90 RECEIVER Jr CT cs EXTERIQ,;,. I -:;;c:;-" v-' -.062 4.055" Building Coda WI HANDLE ,11118 ~ ¢ j y-' 2 ,;062 3.305" J N0-o .. __ ~2=0-~04~29=•=0=9 INTCORNER~1 / 1 j n 1.567" " ·555 1 j n J I j n ExplratlonData,02/17/2025 ~/~~~R Jr AT AS DF I U U dt, ·062 J I U U ail, I U U ~ By:_I,<,., 1 """'--" 7 Miami-Dada Product Control EXT coRNER ~ / / CF / QSILL RISER. Fi!Ar • '2Q\SILL RISER. FLAT r:;;;,.. SILL RISER. FLAT t;;\SILL RISER. FLAT 90RECEIVER~ / / / '-'.VFLUSH, 1-1/2" ~LOW,2-1/2" ~MEDIUM,3-1/4" vHIGH,4" EXT CORNER~~? / 750" -J __ ·750" 135 RECEIVER :Z,-VT v.s I l''F I I H W/HANDLE VJ =1 -750" -~ ~ , #61 :-, EXTERIOR A -.062' INT CORNER ~31;, / ~ ~ -I A i--062" v-' 35 RECEIVER )T WT ws WF ~ .906" ¢ _ -f-.062" y-' 4.055" W/ HANDLE #6 062,, 2 555., 3.305" J se1:. , i n · , 1 n J 1 ! n ,,, LY ,,, I U O alb I-.J I U O alb~ I U U Ii!, I-,,<~0.?~0GEii~;.'!~:/✓,,, Cn:\ SILL RISER. B~* fi1' SILL RISER. BOX '23' SILL RISER, BOX '2sl SILL RISER. BOX ::: 'i>/ · .. ~ '.:. ~FLUSH,1-1/2" ~LOW,2-1/2" ~MEDIUM,3-1/4" ~HIGH,4" ~*/ No58705 · ... *=. • NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS, SEE SHEETS 6-8 l -0 \ 0 ~ / 0: I 1010'IECHVOI.OGYDRIIIE -:=:-:=I -~ t ·. fur : l.[j::: N.\IEIWCi.R.IUZ15 m _ PANEL TYPES '.'..,"--·· ...... ATEOF .... -",.l.l}::: (IH1).fll0-1BOO J,,-1:;c-c-:;tlll 1-;..:..==..:...:..:...:=--------------l ',~<S' · .. .'ORID~ .. · 0~,' JRTro,26'20 lo NO CHANGES THIS SHEET REGIS1RA110N'1921/8 SERIES 770ALUM. SGD-LM IMPACT ,,,,.,f:or•,JAL. ~~,,,,' ,_ ,_ . .......::---::..-,e -1-1-1-"" r-A Lf/.ill'r,ill.\.l;if}.e. "'m"" 10/10l14 ,--, 1 -SGD-770 NTS 11 ., 22 PGro130 o P.E.#58705 ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) ~ 2-TRACK JAMB CLIP#105 iiviRETAINER#106 (SHOWN WITH FIXED PANEL TO THE INTERIOR) 12~FULLLENGTH ~ C7 OF JAMB 2-TRACK JAMB ~ CLIP #80 OR #105 6"LONG MID,PAN(ao SHOWN WITH OPT. SCREEN TRACK W/ RETAINER #123 (SHOWN WITH FIXED PANEL TO THE EXTERIOR) /6m2-TRACK W/SCREEN Q]FRAME HEAD /6m2-TRACK W/SCREEN WFRAMESILL • ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES 1-3, SHEETS 6-8 FOR DP (PSF) ASSOCIATED WITH STILE. ~ KJAM!'! OWN TH BLE ® 2-TRACK JAMB W/SCREEN /6m3-TRACK WFRAME HEAD i6rn3-TRACK \YFMME fill.J.,_ {).§.lillS!QR 3-TRACK JAMB 3-TRACK JAMB ~(SHOWN WITH /6m (SHOWN WITH H1 OPERABLE PANEL) @ FIXED PANEL TO THE EXTERIOR) {),EXTERIOR 4-TRACK JAMB 4-TRACK JAMB 16mcsHOWN WITH 16m(SHOWN WITH QI7 FIXED PANEL TO \JD OPERABLE PANEL) THE INTERIOR) PRODUCT REVISED ;~l~i"::'t:J. with the Florida /6m4-TRACK '-£)FRAME HEAD MAX. UNIT HEIGHT PER TABLES 1-3 NO-. 20-0429.09 Expiration Data: 02/17/2025 By: 1 r,.r,,, ,-.t;,,.,_ .. i6rn4-TRACK WF:BAME &IL_l, Miami-Dade Product Control ,,yp•· .,,,,, ,,,,' y,O~'!. -~Y~N_ t1f_ 11,,, ,' ~--·· 1..ICENs,!-' ·--~('. '.-,, ~ ~---·--~::. ::: * : No. 58705 ·.. :: '= : Ii ; *:: --u· v1..2-r-~: = tOTOTECHNOLOGYDRIVE -~ 1) :.. 1-f /)._2 ;)_ 0 .-' £J:' ~ N.ltWICE.FL:NZ15 u VERTICALSECTIONDETAILS -::_~'-._ trAre F _.:I!}~ (941)480-ff/OO -.-,, ~<5' ··.'."£0R1Di' .··· ~ ,,' IZ 1= IZJ NO CHANGES THIS SHEET. I -TJON-sERIEs 110 ALUM. sGo-LM IMPAcr ,,,,,f'oN;.l..· -~~~ ,,, - I -1-1-:-: ,-,.. 1-,,,,,. \1-'1' 9 SGD-710 NTS I 18 "'22 PGT0130 I O A. L~-~:;~-P.E. ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) .!}Eli ..!}~ lfiEl'I' -, •~~"' ~" • =• v•~~v QJi.-,u_. .-.. .... ,-.,_. .__.,_,n•-• ·~-..,...¢5iR'.;f n= lfiEn STANDARD ASTRAGAL #67 @ WITH STANDARD STILES #60 EXTERIOR BOX ASTRAGAL SHOWN (BOX-OUT) MAY ALSO BE INSTALLED TOWARDS INTERIOR (BOX-IN) lfiEn HEAVY-DUTY ASTRAGAL #68 @WITH HEAVY-DUTY STILES#61 EXTERIOR BOX ASTRAGAL SHOWN (BOX-OUT) MAY ALSO BE INSTALLED TOWARDS INTERIOR (BOX-IN) lfiEn 135" OUTSIDE COR_NJ:R @2-TRACK SHOWN ~ 'tf INTERIOR 90" OUTSIDE CORNER .N1./ 2-TRACK SHOWN fr !!filB!Qft lfiEn 135° INSIDE CORNER @2-TRAG_K SHOWN_ ~ lfiEn 90" INSIDE CORNER ~ 2-TRACK S_HOWN • ITEM #61 (HEAVY-DUTY STILE) SHOWN, ITEM #60 (STANDARD STILE) ALSO APPLICABLE, SEE TABLES 1-3, SHEETS 6-8 FOR DP (PSF) ASSOC IA TED WITH STILES. PRODUCT REVISED ;:u:::'t:1e with the Florlda NOA.-No. 20-0429.09 Expiration Date: 02/17/2025 By: I ~<,..-.-z I , 'I,_,,._,_ Mlaml-4Jacle Product Control ~ ,,,.~'{LYNN .,,, ,,' y,.O ... ····• .. ~ ,,,, ,' ~ .• ·· 1,1CENsf ··. <(. , .:::~--· ·· .. ~-:;. f * / No. 58705 ·... :'.. -. . +.:-~i/l1~ io::l 10101ECHN01.ocm,,we -::. 0 ··.. 1.{A~u _.: /jj ~ N. ~R.34215 u HORIZONTAL SECTION DETAILS, CORNERS -:.,,,~~·· .. ~(0R1of'.: .. ··~_#,,,' NO CHANGES THIS SHEET. -,-,-lfJOO -'1,'°iS'/ ....... 'c,.°t;;"v,, REGISTRATIONIIZll296 SERIES 770 ALUM. SGD -LM IMPACT 1111 ,?,~f,~,,,, ''' e --._ --A.LYNNMILLER,P.E. SGD-110 NTS 19 " 22 PGT0130 D P.E.# 58705 TABLF4: Item PGT PGT# Description Item PGT PGT# Description NOTES: Dwg.# Dwo.# 1) ALL ALUMINUM = 6063-TS 1 17306 617306 2-TRACKHEAD 47 668 7SRAZ STANDARD ROLLER 2 17303 617303 2-TRACK HEAD Wf!H SCREEN RAIL 48 eee 7SRAX STANDARD ROLLER -ST. STL. 2) ITEMS # 33-39, 56-59, 66, 78, 84-99, 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 817349 OlO SCREEN ASTRAGAL ADAPTER 4 17312 617312 4-TRACKHEAD 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 61B16C20 SCREEN CLOTH MIN. #10 SMS OR 3/16" MASONRY 7 17304 617304 2-TRACK SILL 54 1725 1/2" 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 65 +/-5 9 17307 617307 3-TRACK SILL 60 17325 617325 PANELSllLE 10 17310 617310 4-TRACK SILL 61 17326 617326 PANEL SllLE (HEAVY DUlY) 11 17313 617313 FRAME SILL TRACK INSERT 62 17327 617327 INTERLOCK AOAPlOR 12 17315 617315 FRAME SILL SCREEN ADD-ON (SEE NOTE 3) 63 1225 BTP248 VINYL BULB WSTP. -THIN (INSIDE INTERLOCK) 84 1729 71729 SILL END WEA THE RS TRIP PAD 13 17316 617316 FRAME SILL SCREEN END ADD-ON (SEE NOTE 3) 85 17328 817328 INTERLOCK SCREW COVER 14 17305 617305 2-TRACKJAMB 67 17329 817329 ASTRAGAL 15 17302 617302 2-TRACK JAMB WITH SCREEN RAIL 68 17339 617339 HEAVY DUTY ASTRAGAL 16 17306 617308 3-TRACK JAMB 69 17324 817324 TOP & BOTTOM RAIL 17 17311 617311 4-TRACKJAMB 70 17350 417350 WEA THE RS TRIP EXTENSION (INJECTION MOLDED) 18 17322 617322 SILL RISER -FLAT, FLUSH, 1-1/2" 71 1895 71695 1-1/2" X 1" X3/4" HIGHFIN 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 7B153N TANDEM NYLON ROLLERASSY. 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 SCREW WI lYPE "F" llP 23 17354 817354 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" IGBEAD 25 17320 617320 SILL RISER -BOX, HIGH, 4" 80 17359 617359 7/1ff' BEAD/ FD<ED PANEL CLIP 26 17333 617333 POCKET P-HOOK 81 17360 617360 9/lff' BEAD 27 7070 67070 NEOPRENE BULB WSTP FOR P-HOOK 82 1224 6TP247K VINYL BlA.B WEATHERSTRIP 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 72067 JAMB BUMPER PRODUCT REVISED 102 1696 71696 DUST PLUG as compt::r, with -Florida 31 17378 617378 135CORNER 103 6188 78186X 1" KEEPER Bulldlng e 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 FD<ED PANEL CLIP -ff' LONG Expiration Date: 02/17/2025 40 4319 612258 SCREEN SIDE RAIL -LOCKSTILE 106 17352 617352 FOO:D PANEL RETAINER -9/16" By:_ 1,~1, .• 7 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 66152 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. lEK -S.S. 112 1235 WSTP, .270 X .170-FIN SEAL 67S16 46 4318 612257 SCREEN BOTTOM RAIL 113 1712 64066 .18T X .230" FINSEAL TABLES: 114 710X115PPX #10 X 1-1/2" \\\\\1111111,, Material Min. F, Min.Fu 115 710lG'PT #10X1" t12 Steel Screw 92ksl 120 ksl 116 720X1X #14-20 X 1" S.S. ,,,' '('O'i':.' .. ':-.'. -~'.V 1/,//, ,,,,, #121~Screw 60ksl 96ksl 117 720X112X #14-20 X 1-1/2" S.S. ,' ~--·· \..1CENs;,··._<('. ✓✓ #12 410 Screw BOksl 110 ksl 118 17336 817336 90 DEGREE CORNER RECEIVER ;:: 't':' ·--~ -::. 1/4" DeWalUElco Aggra-GalOI® 57 ksl 96ksl 119 17337 617337 90 DEGREE OUTSIDE CORNER ASTRAGAL ;: * _: No 58705 \ ::. 1/4" Elco UltraCONI!> 155 ksl 177 ksl 120 17338 6117338 90 DEGREE INSIDE CORNER ASTRAGAL -'{) ·*= -· ~-1/4" DeWalt UltraCon+l!J 145ksl 164 ksl 123 17352 817352 FD<ED PANEL RETAINER. 7/8" t~ \ ::ia._ J..O./ 15} 1/4" 410 SS DeWalt/Elco CretoFlexJI!) 127.4 ksl 169.7 ksl -:;.✓~·-•• s'l EO . .-· u-1~ 6063-TS Aluminum 16 ksl 22 ksl 10701ECIWOI.OGYDRNE -A36 Steel 36ksl 58 ksl N.VEllJll2:R.S4215 ~ PARTS LIST ✓✓ ~.s, ··/'LOR1DI'-.. ·· -~ ,' G<. 33 Steel Stud 33 ksl 45 ksl (P41).fll0-1600 -',,, 81otv;;,1.-··'i:.\"'~,,,' ,·-JR lo:v.wzo lo I ADDEDBACKBEDDING&MATERIALPROP. TABLE REG/smJl110N-SERIES 770 ALUM. SGD-LM IMPACT I I I I JI 1111 \ \ \ \ \ \ -,- ,-,-· l"o A. LYNN MILLER, P.E. JR"" l°i'W1tv14 1-, -SGD-m NTS 20 ., 22 PGT0130 P.E.#58705 min i 1.211" .~~ ~ -~ 1.505" (6063-T6 AL) @4-TRACK SILL (6063-T6 AL) 6frrrn i 1.211" _l ~ 0.080" 1.505" _j 0.081" 02-TRACK HEAD W/ SCREEN TRACK (6063-T6 AL) 03-TRACK SILL (6063-T6 AL) mfiiirl ~ ,_ _____ 6.221" -------♦ 1.211" (6063-T6 AL) hmnnnn ·-- I -~ . 0.081" _j 1.211" 04-TRACK HEAD _____i ,-,,. . --·------·-(6063-T6 AL) -~514" 1.2 . 0 FRAME HEAD/JAMB S_CREEN ADD-ON (6063-T6 AL) SEE SHEET 17 FOR SILL RISERS. ~" 0.5 r 1.516" Q FRAME SILL SCREEN ~ADD-ON (6063-TS AL) REQUIRES MIN. #10 SMS OR 3/16" MASONRY ANCHORS@ 24" MAX. 0.C. 0.080" 0 2-TRACK SILL W/ SC.8~N TRACK (6063-T6 AL) -----4.49" ----0.080" 02-TRACK SILL (6063-T6 AL) 0.060" Q FRAME SILL SCREEN \:.:/ END ADD-ON (6063-TS AL) REQUIRES MIN. #10 SMS OR 3/16" MASONRY ANCHORS@ 24" MAX. O.C. -J 1.36" 0.081" 6.198" ,.;;--,2-TRACKJAMB W/ ~ SCREEN TRACK 7 1.36" I~ B.872"_j 1.019" I 0.062" -~7 I ~STILE (6063-T6 AL) 5.069" @2-T,~~" -~••-(6063-T6AL) ;::w-1.045" 1-9~0.062" ,.;;--,SCREEN \:'..':/TOP RAIL (6063-T6 AL) (6063-T6AL) 7 1.~a• ?. 1 o.875" 1.993 .. N LFl-0.062" 7 1.36" 0.081" 7.105" @3-TRACK JAMB (6063-T6 AL) ,.;;--,SCREEN 1.::/BOTTOM RAIL (6063-T6 AL) PRODUCT REVISED ;:::i':&'to"J'e with the Florlda NOA-No. 20-0429.09 9.141" I Expiration Date:02/17/2025 @4-TRACK JAMB (6063-T6 AL) By:_ 1~:1 ... 7 f ',;.,,, \.. ---Mlaml-Oade Product Control ,,,,,,."< LYN.11111/,, ,, '00~-. · · .. N_ 411, 1,, ::>'~./ \-1CENs1,··._<'(~ ✓✓, ::: "St.: ·-."P-:::. :: * / No. 58705 \ * -/}:l. . /.Jj-NO CHANGES THIS SHEET. ,_ 1070 7ECl,MXOGYDRM!I -N.\IBIC:E;FI.W15 UL'EXTR="'"'.:..:..:-=-u.-=-s.:..:,a:..:N..:.;s=---------------i (941)4110-18/KI ·----!!f!!ES 77~ALU~ SGD -LM..J.11:ACT _ 8 SG0-710 NTS 21 ., 22 PGT0130 D [-u \._ °'~ l.L O ) 0:: -:::. Q ·. TATE F : !i} ::: ✓ ~--: -if-' ✓✓ (':''5'·· .. ~(0R\0_~.--·0'-,,' ✓,,,,/l10·,_;AL '2-~,,,,' A L~~N'MILl.~.'!lt P.E.# 58705 0.718" 7 ~ 0.062"~] 0.264" ~ \.!:.JSCBfil'ILQOVER (6063-T6 AL) m83" 3.802" 52" ' '~ t::.\ SILL '2s\ P-HOOK \'..:/TRACK ~ (6063-T6 AL) (6063-T6 AL) ;:=J r2.30i"l ~ .. Q,. P-HOOK MOUNTING t ~ADAPTOR (6063-T6 AL) 4" --t-----' --l~ 1 2.30" 0.752"R_IT 0.233"~ (.;;;\ P-HOOK SCREW ~COVER (6063-TB AL) 3.802" 1__l I 1.163" LLJU!:,___JI 0.885" L4 E:2 t 0.080" J @ P-HOOK FOR E!_OX RISER (6063-T6 AL) .016" 7~ OBO"r~O" L ~3.125" 1.600 ~-:=J·--=· '1:·r E3.125" @HEAVY (6063-T~~S' STILE 1~9±7 ruJ8" ~303" 25" @135° FIXED MOUNT (6063-T6 AL) ----3.979" -----0.075" @ STANDARD STILE (6063-T6 AL) @INTERLOCK ADAPTER (6063-TS AL) ' (.;";\ INTERLOCK -.:::,)SCREW COVER (6063-T6 AL) ,,n~ 1.645" 1.645" C"" . Q ~·-r.,1.050"r .,1.050"r ~ 1.3:4" LJ__J u u Ll-=======....... 'f,:.J .~ .... ~ 0.125'" 0.281" @ STANDARD ASTRAGAL (6063-T6 AL) e HEAVY DUTY ASTRAGAL (6063-TS AL) =m003" 57'' 0.050 --r QFIXED T ~PANEL CLIP (6063-TB AL) .550"~ 0.709" 1.03" [ 0.080~ n9" 2.893" J 0.863 Ll I ff"..______.'===='=l QFIXED PANEL '-:5'RETAINER, 7/8" (6063-T6 AL) 8 90° CORNER RECEIVER (6063-T6 AL) I . 3.25" ~1-t .045" i-@TOP/BOTTOM RAIL (6063-T6 AL) ~ GLAZING fao\ 7116" GLAZING §9116" GLAZING ~ BEAD (I.G.) l.:'.VBEAD, FIXED ~ (6063-TS AL) PANEL CLIP (6063-TB AL) (6063-T6 AL) PRODUCT REVISED ;:i'i:i':&~!.':I'. with the Florlda NOA-No. 20-0429,09 Expiration Date: 02/17/2025 By:_ I •~/,,.7 I , ;,..,,,.k 4"~ '=-I =·· 'I'-~-·-1 =i~+ -~=1] Q @90• INSIDE CORNER ASTRAGAL t---,-, ,""", ,,.....'( .... L .... YU.N,4N~, ,-,,--'Z'..o/ 90° OUTSIDE CORNER ASTRAGAL (6063-T6 AL) ,,' '<'o~ .. "" " .. !111/11,, (6063-T6 AL) ,'.ff-.. ·· \.1CENS1, ··-.<~ "',, 2 ~ .-· · .. _;p -:;_ 0.080" -I ~ @FIXED PANEL 106 RETAINER, 9/18" (6063-T6 AL) NO CHANGES THIS SHEET. ~ * ( No. 58705 \ * ~ r1oiiii10mciiTI!CHHOWGYiwiiiviDRM:iiiiwl-----...=:------------_jl ~ ...._ ()~/ &I N."1!111CE;FL/U218 u EXTRUSIONS -:;,o ·· .. 1.J~dP'--~.:J!:!2 (llftJ.f60-tllOO _ "',, ~ ··-."lomol':.-·· &',' REG/SmA7ION-.ZSS SERIES 770 ALUM. SGD -LM IMPACT "'111 f 8tONAL ~~, ,,,' -la.ii: ..... ''u \,, ® SGt>rro NTS I 22 ,, 22 ,-• PGTOf30 l"o A. Lvili'.i\11Llek. P.E. ,_ P.E.#58705