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Home My WebLink AboutAPPROVED PRODUCT APPROVAL WINJDOWs ,t MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 NOTICE ICE F ACCEPTANCE (NOA) www.miamidade.2ov/buidin� PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SGD-770" Aluminum Horizontal Sliding Window w/ 90' & 135° corners — L.M.I. APPROVAL DOCUMENT: Drawing No. PGTO129 Rev D, titled "Series 770 Alum. SGD-Window - LMI", sheets 1 through 22 of 22, dated 03/20/20 and last revised on 04/02/2020, 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. ISSILE IMPACTRATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 19-1126.06 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAMI-DADE COUNTY_ NOA No. 20-0406.07 Expiration Date: February 12, 2025 Approval Date: August 27, 2020 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE. EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. PGT0129, titled "Series 770 Alum. SGD-Window - LMI", sheets 1 through 22 of 22, dated 02/20/14, with revision C dated 04/05/17, prepared by manufacturer, signed, sealed and dated 4/18/17, by Anthony Lynn Miller, P.E. (Submitted under NOA No. 174420.17) B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super Spacer NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 164629.09) 2. 'Pest 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. 144320.03) 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 No. FTL-7897 (Cardinal spacer), per TAS 201, 202 & 203-94, issued by Fenestration Testing Laboratory, Inc. (Submitted under NOA No. 154430.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-Sth Edition (2014) and FBC 61h Edition (2017) dated 04/18/17 and revised on 08/02/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 174420.17) 2. Glazing complies with ASTM E1300-09. pIshaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 20-0406.07 Expiration Date: February 12, 2025 Approval Date: August 27, 2020 E-1 ,--arummm NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.13 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07/08/244 2. Notice of Acceptance No. 1711w0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers", expiring on 07/04/23. 1. Statement letter of conformance, complying with FBC-Ste Edition (2014) and FBC-6th Edition (2017), dated 08/02/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 17-0420.17) 2. Statement letter of no financial interest, dated 04/08/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 17- 0420.17) 3. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted under NOA No. 16-0629.09) 1. Notice of Acceptance No. 16-0629.09, issued to PGT Industries, Inc. for their Series "SGD-770" Aluminum Horizontal Sliding Window w/90° &135° corners - L.M.I. approved on 08/04/16 and expiring on 02/12/20. C MCI 1. Drawing No. PGT0129, titled "Series 770 Alum. SGD-Window - LMI", sheets 1 through 22 of 22, dated 02/20/14, with revision C dated 04/05/17, prepared by manufacturer, signed, sealed and dated 11/22/19, by Anthony Lynn Miller, P.E. 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 n 07/ 4/23. ,L Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 20-0406.07 Expiration Date: February 12, 2025 Approval Date: August 27, 2020 E-2 F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6` Edition (2017), dated November 22, 2019, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated November 22, 2019, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 17-0420.17, issued to PGT Industries, Inc. for their Series "SGD-770" Aluminum Horizontal Sliding Window, w/ 90' & 135' corners — L.M.I., approved on 08/31/17 and expiring on 02/12/20. 3. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. PGTO129 Rev D, titled "Series 770 Alum. SGD-Window - LMI", sheets 1 through 22 of 22, dated 03/20/20 and last revised on 04/02/2020, 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 6) Forced Entry Test, per ASTM F588 and TAS 202-94 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.: FTL4897, 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- 2107.29 PGT CA740 Alum. Outswing Casement Window (unit 8 in proposal) FTL-20- 2107.39 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 Ultracon plus anchor comparison, complying with FBC 7th Edition (2020) dated 04/02/20, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Ishaq I. Chanda, P.E. Product Control Unit Supervisor IN VA No. 20-04uo.07 Expiration Date: February 12, 2025 Approval Date: August 27, 2020 E-3 GENERAL NOTES 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 331/3% 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, 6) REFERENCES: ELCO ULTRACON, DEWALT ULTRACON+, DEWALT/ELCO CRETEFLEX AND AGGREGATOR NOA'S, ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MAN UAL. 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) WINDOW 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-6033, FTL-6036 AND FTL-7554 TASLE B, SEE DETAILS ON SHEETS 4 & 5 Glass Type Description (Listed from F�tferior to Interior) G3 7116" Laminated: (2) Lites of 3116" HS Glass with .090" PVB Interlayer G3A 9116" Laminated: (2) Lites of 1/4" HS Glass with .09U' PVB Intedayer G4 7/16" Laminated: (2) Lites of 3/16" HS Glass with _090" SG Intertayer G4A 9/16" Laminated: (2) Lites of 1/4" HS Glass with .090" SG Interlayer G5 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 G5A 1" Laminated LG.: 1/4" T Exterior Cap + 5/16" Air Space + 7/16" Laminated; (2) Lites of 3/16" HS Glass with .090" PVB Intedayer G6 1" Laminated I.G.: 3/16" T Exterior Cap + 318" Air Space + 7116" Laminated; (2) Lites of 3/16' HS Glass with .090" SG Intedayer G6A V Laminated I.G.: 1/4" T Exterior Cap + 5116" Air Space + 7/16" Laminated; (2) Lites of 3/16" HS Glass with .090" SG Intedayer G7 7116" Laminated: (2) Lites of 3/16" ANN Glass with .090" SG Interlayer G7A 9116" Laminated: (2) Lites of 1/4" ANN Glass with .090" SG Interlayer G8 1" Laminated I.G.: 3/16" T Exterior Cap + 3/8" Air Space + 7/16" Laminated; (2) Lites of 3/16" ANN Glass with .090" SG Intedayer G8A 1" Laminated LG.: 1/4" T Exterior Cap + 5/16" Air Space + 7/16" Laminated; (2) Lites of 3116" ANN Glass with .090" SG Interlayer "ANN" =ANNEALED "NS" =HEAT STRENGTHENED "T" =TEMPERED "PVB" _ .090" TROSIFOL® PVB BY KURARAY AMERICA, INC. "SG" _ .090" SENTRYGLASOBY KURARAY AMERICA, INC. CODES /STANDARDS USED: ® 2020 FLORIDA BUILDING CODE (FBC), 7Tf1 EDITION • 2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION ® ASTM E1300-09 a ANSI/AF&PA NDS-2018 FOR WOOD CONSTRUCTION a ALUMINUM DESIGN MANUAL, ADM-2015 a AISI S100-16 ® AISC 360-16 JR 103/26/20 1 D JR 0?J20l14 UPDATED TO FBC 2020, ANCHOR TYPE TABLE. Data: EXAMPLE CONFIGS..........2-3 GLAZING DETAILS............ 4,5• ANCHO RAG E.....................6-14 DESIGN PRESSURES,,,.,,, 6-8 INSTALL DETAILS..............12-14 ELEVATIONS ...:................. 15,16 PANEL! SILL TYPES',.,....,17 CROSS SECTIONS...........,18119 PARTS LIST ....................... EXTRUSIONS .................... 20 21,22 10T0 TECHNOLOGY DRIVE N. VENICE, FL 34275 (341) 48[i-1S00 Anchor Group Anchor Type Frame Member Substrate Min. Edge Distance Min. O.C. Distance Min. Embedment or Metal Thickness A 18-8 SMS or #12 410 SS SMS (min. of 3 threads beyond metal substrate) All SouthePine (SG = 0.55) Southern#12 9/16" 7/8" 1-3/8" 6063-T5 Aluminum 318" 9/16" 0.071" (20 Ga) A36 Steel 3/8" 9/16" 0.050" Gr. 33 Steel Stud 3/8" 9/16" 0.045" (18 Ga) 114" DeWalt/Elco Aggre-Gator® All Concrete (min. 2.22 ksi) 1A/2" 3" 1-3/8" Jamb / P-hook Filled Block (ASTM C90) 2" 3" 2" Jamb / P-hook Hollow Block (ASTM C90) 2" 3" 1-1/4" All SouthernPine (SG = 0.55) 1" 1" 1-3/8" B #12 Steel SMS (Gr. 5) (min. of 3 threads beyond metal substrate) All SouthernPine (SG = 0,55) 9/16" 718" 1-318" 6063-T5 Aluminum 3/8" 9/16" 0.071" (20 Ga) A36 Steel 3/8" 9116" 0,050" Gr. 33 Steel Stud 3/8" 9/16" 0.045" (18 Ga) 1/4" Elco UltraCon® All Concrete (min. 2,85 ksi) 1" 4" 1-3/8 " Jambi P-hook Hollow Block (ASTM C90) 1" 6" IA/4" C 114" DeWalt UltraCon® + Head / Sill Concrete (min. 3 ksi) 1-5116" 4" 1-3/8 " Jamb / P-hook Concrete (min. 3 ksi) 1" 4" 1-3/8" Jamb / P-hook Hollow Block (ASTM C90) 1" 3" 1-1/4 " All SouthernPine (SG = 0,55) 1" 1" 1-3/8" 1/4" Elco UltraConO All Concrete (min. 2.85 ksi) 2-1/2" 4" 1-3/8" Jamb / P-hook Filled Block (ASTM C90) 2-1/2" 4" 1-3/4" Jamb I P-hook Hollow Block (ASTM C90) 2A/2" 6" 1-1/4" D 1/4" 410 SS DeWaltlElco CreteFlex® Head / Sill Concrete (min. 3.35 ksi) 1" 4" 1-3/4 " Jamb / P-hook Concrete (min. 3.35 ksi) 1" 6" 1-3/4" Jamb / P-hook Hollow Block (ASTM C90) 2-1/2" 6" 1-1/4" All SouthernPine (SG = 0.55) 1" 1" 1-3/8" 1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE, CHOOSE THE ANCHOR GROUP OP THE LOWEST LETTER FOR ALL TABLES !N 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 APPLICATIONS. 5) ANCHORS MUST BE OF SUFFICIENT LENGTH SO THAT A MINIMUM OF 3 THREADS EXTEND BEYOND METAL SUBSTRATE. ANCHOR NOTES 1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS !N MIAMI-DADE COUNTY, USE ONLY MIAMkDADE 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, 4X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE: WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. iX 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. 5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, MAX. 1/4" THICK & 3400 PSI M1N., {DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE, IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. GENEP64L NOTES AND MAP �� • OCEN&E- No. 58705 ��. $ ATE OF® (/\� •••.FLORID.•'• �\�� L1rNkh L V05 O E. ' ' i " !.10 MAX. VINIT WIDTH NOM. PANEL WIDTH PER TABLES 1-3 MAX. UNIT HEIGHT PER TABLES 1 -3 NOM. PANEL WIDTH PER TABLES 1-3 MAX. UNIT HEIGHT PER TABLES 1-3 NOM. PANEL WIDTH PER TABLES 1-3 MAX. UNIT HEIGHT PER TABLES 1-3 JR I 03/26/20 0?J20%f4 I Jw Jc i�� 14 1C jz�° 14 14 a tLd 0 a POCKET ai 1-PANEL MAX. UNIT WIDTH 1:► 1R► m m NOM. PANEL WIDTH PER TABLES 1-3 m m_ MAX. UNIT HEIGHT PER TABLES 1-3 MAX. UNIT WIDTH 19 r19, NOM. PANEL WIDTH PER TABLES 1-3 t i 1 14 jcc Kc Iwpp 14 � i hw CL4 POCKET � MAX. UNIT WIDTH MAX. UNIT HEIGHT PER TABLES 1-3 m m m NO CHANGES THIS SHEET i I Jw Jc la> 14 14 �p�p Kc IZgv', 14 14 ��ww w = ti �0 a POCKET ai i L•► Jw Jc 14 14 14 14 Iuo-j loCLCL o j � 0 IW�w r R q W n. POCKET co r r � r •c .- MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1-3 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) 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 "w" = WOOD OR METAL INSTALLATION "c" = CONCRETE INSTALLATION SHEET NUMBER MAX. UNIT Nz z� HEIGHT O1 0 TABLES 1-3 O EXTERIOR CORNER, TYP. (OUTSIDE CORNER SHOWN, INSIDE CORNER SIMILAR)NFIGURATIONS )LO WIDTH = NOM. PANEL WIDTH - 7" )LO HEIGHT = WINDOW UNIT HEIGHT-10.125" PANEL HEIGHT = WINDOW UNIT HEIGHT - 1.866" SEE 2, THIS SHEET. � �cc No � a IJ�te �L\Ill ill�� Y LYP� p N \ LIGEFJSE '•,� i Agog No. 58705 go -�� o• /SATto r �� A. LYN� MILLER, P.E. P.E.# 58705 Jw Jc 14 14 14 14 Iuo-j loCLCL o j � 0 IW�w r R q W n. POCKET co r r � r •c .- MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1-3 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) 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 "w" = WOOD OR METAL INSTALLATION "c" = CONCRETE INSTALLATION SHEET NUMBER MAX. UNIT Nz z� HEIGHT O1 0 TABLES 1-3 O EXTERIOR CORNER, TYP. (OUTSIDE CORNER SHOWN, INSIDE CORNER SIMILAR)NFIGURATIONS )LO WIDTH = NOM. PANEL WIDTH - 7" )LO HEIGHT = WINDOW UNIT HEIGHT-10.125" PANEL HEIGHT = WINDOW UNIT HEIGHT - 1.866" SEE 2, THIS SHEET. � �cc No � a IJ�te �L\Ill ill�� Y LYP� p N \ LIGEFJSE '•,� i Agog No. 58705 go -�� o• /SATto r �� A. LYN� MILLER, P.E. P.E.# 58705 NOM. PANEL 1MDTH PER TABLES 1-3 MAX. UNIT HEIGHT, 96" NOM. PANEL WIDTH PER TABLES 1-3 ,u'�.�♦i2a�l MAX. UNIT } HEIGHT PER TABLES 1-3 MAX. TESTED UNIT WIDTH = 355-7/16'' TESTED FRAME SQUARE FOOTAGE* = 250 FTz m m m m m i 6-PANEL CONFIGURATIONS � 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. 14 � � 2) 90° & 135° CORNER CONFIGURATIONS CAN BE A COMBINATION uj a c a OF ANY 2 STRAIGHT CONFIGURATIONS. w wuj 3) FOR NOM, PANEL WIDTH, SEE TABLES 1-3. ° Lu w "X" = OPERABLE PANEL, POCKET co "O" = INOPERABLE PANEL, "p" = POCKET MAX. UNIT WIDTH -�j MAX. FRAME SQUAPI FOOTAGE* = 250 Fl m m m m m m m DETAIL LETTER "w" = WOOD OR METAL INSTALLATION "c" = CONCRETE INSTALLATION SHEET NUMBER Jw .lc i DLO WIDTH = NOM. PANEL WIDTH - 7" 14 14 DLO HEIGHT = WINDOW UNIT HEIGHT 14 14 o °CC PANEL HEIGHT = WINDOW UNIT HEIGHT - 1.866" n Iwo = �() CL a POCuj KET co I 7-PANEL CONFIGURATIONS 12 13 1 13 12 13 -- MAX. UNIT WIDTH NOM, PANEL WIDTH MAX. FRAME SQUAf2E FOOTAGE* = 250 FTz Aw Ac w c cw cc PER TABLES 1-3 1 13 12 13 12 13 w Gc Jw Jc I ga comptyugto Flodift all 19 19 19 19 19 19 19 14 14 I -j IN c Idd a> �C� ® MAX. UNIT 19 19 19 19 19 19 19 14 14 _ ASsd lu 0CL Ic HEIGHT 19 19 19 19 19 19 19 Iti¢a t� Iww W PER TABLES 1-3uj Q POCKET `� Q .......... ii $-PANEL CONFIGURATIONS w c /Fw Ec Fc 1 13 12 13 1 13 - Na. 5871J5 , " FRAME SQUARE FOOTAGE = OVERALL UNIT WIDTH (IN) x OVERALL UNIT HEIGHT (IN) / 144 1070 VE HNO hZ 34275�CONFIGURATIONS 0 '. STATE OF 1� � N LE' ..• ��'; (949)4a0 t�0 s� �o d B 03l2620 ® NO CHANGES THIS SHEET,REGISTRATION SERIES 770U SG ! O ®L 1 jRwD //// �0NAL ' \ ®A. t+1N >uCdLLE�f�, P.E. JR Dstw f4 cz, GD-770WINDOW ldTS 3 of 22 PGTO129 P.E.#58705 7/1S" NOM. 7/16" NOM. 1" NOM. 1" NOM. 3116"HS GLASS 3/16" HS GLASS 3/16" HS GLASS 3/16" HS GLASS .090' PVB D90" SG 090" PV8 .090" 5G _ 3/16" HS GLAS 3/16" HS GLAS 3/16" HS GLASS 74 3/16" HS GLASS 74 318" AIR SPACE 74 3/8" AIR SPACE 74 3/16" T GLASS 3/16" T GLASS &2 82 83 83 EXTERIOR 3/4" NOM, EXTERIOR 3/4" NOW 3/4" NOM. GLASS �t , GLASS 3/4" NOM. `r ' 124-127 GLASS 124 127 GLASS BITE BITE BITE BITE EXTERIOR EXTERIOR 80 80 ^� a a 79 79 54 `•� 55 - 55 7/16" LAMINATED GLASS TYPE G3 7/16" LAMINATED GLASS, TYPE G4 1'" LAMINATED i.G. GLASS, TYPE G5 1" LAMINATED LG. GLASS, TYPE G6 9/16" NOM. 9/16" NOM. 1" NOM. 1" NOM. 3l16" FIS GLASS 3/i6" HS GLASS 1/4" HS GLASS 1/4" HS GLASS 090" PV8 MO" SG *GLA 090" SG 3116" HS GLASS 3/16" HS GLAS 1114" HS GLASS 74 5/16" AIR SPACE 74 5116" AIR SPACE 74 1/4" T GLASS 1!4" T GLASS f3283 83 3/4" NOM.xTERIEXTERIOR 3/4" NOM. 3/4" NOM. GLASS 124-12 GLASS 124-127 GLASS a BITEEXT�ERRIIIOR BITE EXTERIOR I BITE 81 79 79 54 55 55 9/16" LAMINATED GLASS TYPE G3A 9/16" LAMINATED GLASS TYPE G4A 1" LAMINATED LG. GLASS TYPE GC GLAZING NOTES: "ANN" =ANNEALED "HS" =HEAT STRENGTHENED "T4 = TEMPERED "PVB" _ .090" TROSIFOL0PVB BY KURARAY AMERICA, INC. "SG" _ .090" SENTRYGLASa BY KURARAY AMERICA, INC. Jf2 I 03/26120 I D ( NO CHANGES THIS SHEET. JF2 � OZf20/14 1" LAMINATED I.G. GLASS TYPE G6A SEE SHEET 5 FOR SPACER DETAILS. . . 1 Jim _ No. 58705 AZT��p © � <ORIDA..•' �C4� A. LYN14I i L �� P.E. P,E.# 58705 3/16" ANN GLAS 3/16" ANN GLASS 090" SG 090" SG 3/16" ANN GLAS; 3/16" ANN GLASS 74 3/8" AIR SPACE 3/16" T GLASSY 82 83 EXTERIOR 3/4" NOM_ a GLASS t24-127 BITE EXTERIOR < / i 54 79 (( 7/16" LAMINATED GLASS, TYPE G"7 HOT -MELT BUTYL STRUCTURAL STRUCTURAL SILICONE 1/4" NOM. FOAM 3l16" NOM. NOM. jam-- P ISOBUTYLENEH DESICCANT WITH WITH I DESICCANT 74 3t4" NOM. GLASS BITE 55 1" LAMINATED I.G. GLASS TYPE G8 EXT. GLASS BUTYL & DESICCANT FOAM EXT. GLASS --\ SILICONE GLASS ALUMINUM REINFORCEMENT POLYISO- BUTYLENE SEAL ROLL -FORMED STAINLESS STEEL EXT. GLASS 1NT. GLASS DESICCANT FILL AREA 5/16" NOM. 9/16" NOM. 1" NOM. INT. GLASS 1/4"ANN GLASS 3/16" ANN GLASS iNT, GLASS 090" SG 090"SG 3/16"ANN GLASS DURASEAL® XL EDGETM 1/4"ANN GLASS 74 5/16"AIR SPACE 74 126 SPACER 127 BRACER 1/4" T GLASS 82 � „ 83 EXTERIOR 4 3!4" NOM. GLASS BITE 0 9/16" LAMINATED GLASS TYPE G7A EXTERIOR a 79 3/4" NOM, GLASS BITE 55 1"LAMINATED I.G. GLASS TYPE G8A GLAZING NOTES: "ANN" =ANNEALED "HS" =HEAT STRENGTHENED "T" = TEMPERED "PVB" _ .090" TROSIFOL® PVB BY KURARAY AMERICA, INC. "SG" = .090" SENTRYGLAS' BY KURARAY AMERICA, INC. JR i o3rzsrzo I D I NO CHANGES THIS SHEET. JR Part # PAQ Aete ®eSGfi(]tt®R iVlaterial 124 Kommerling 4SG TPS Spacer System 125 Quanex Super Spacer nXT with Hot Melt Butyl See This Sheet for 126 Quanex Duraseal Spacer Materials 127 Cardinal XL Edge Spaceroftow REFERENCE TEST REPORTS: FTL-8717, 8968 & 8970 SEAL Li IV yq �� .• / _ No.58705 ATE OF/0 F !(i � FCORiD�`.•'• �� 01ti1AL A. LYNN MILLER, P.E. P.E.# 58705 TABLE 1: Design Pressure (Dand Anchor Quantities Maximum DP for all sizes* +60 1 smt60 (for all approved configurations on ,. . be limited by .. - WindowFor comer astragal anchorage on 900 or 135' comer units, see sheet 11 - • Table applies to Glass types 3, 8A and ■ i • i • �• ! •0 0! • i • ! • the Stile/Astragal types shown ! NR�W Anchor Group LIL31%�i�'#ilIG1L �illLLii 1LILii�l1 Li�IIL'3�t1L�L'1L �ii��.i11L''1 Lr �ii1 L ��i1G�IL1L��I� ®©oil©0©o0o0ot�©®©© • GG��®��® �' C�iC�i1��L�i1L�i!®[�il[�L�ilC�il®®��C�IL�3i1L�i1�, ' � ' • �i�0000000 o0000E�00000�E�00 FOR EXAMPLE ON USING TABLE, SEE SHEET 7. NOTES: 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" OR 4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A. 3) ONLY THE 2-1/2", 3A/4" AND 4" SILL HEIGHTS HAVE BEEN TESTED FOR WATER INFILTRATION RESISTANCE. THE 1A/2" SILL HAS NOT AND MAY ONLY BE USED IN A PASS-THRU WINDOW WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED DUE TO ROOF OVERHANG CONDITIONS. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN THE WINDOW IS USED AS A PASS-THRU WINDOW. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION, 5) WINDOW 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, TABLE 1A: ly Si11 Height to (Water Infiltration Rating) Sill Riser Height (+) Design (Flat or Box, see Pressure, psf Sheet 17} Flush - 1-1/2" see note 3 Low - 2-112" + 46, 67 Medium - 3-1/4" + 60.0 High - 4" SEE NOTES 1-3 Standard Stile Standard Stile 103M i Heavy-duty Stile Standard• . - Outside Corner• d. a. Corner Frj may'Corner Inside CornerT 11 Part 60 Part #61 (Stile) Part, • Part #61 (Stile) .• •i •1 Part #67 (Astragal) ' ,� Co Part ,Parts #31 '' ' D i NO CHANGES TNiS SHEET. DLO WIDTH = NOM. PANEL WIDTH - VATV03F d �Y LYN&No.587050' �f�S '•"40RtnP.•''�\�� Ror//111110 A. LYNN MILLER, P.E. ® P.E.# 58705 TABLE 2: i- • ., -r r sprol �; Maximum i •sizes:.t 60 configurations onWindow Height (in) Forcorner astragal anchorage on 90* or 1350 cornerunits, see sheet 11 (May be limited by Table 2A) Table applies to Glass types 4 • i i . .. : :. : • i• : i• i• �, c •- i •z i i -'`�' '� ��iii�iiy �iiiY i' i:�i�i�i�/si i rf�iii�i�� •' i •' i:l�iifii.ir/iii+' i� •' �� i' i' •' MUM i' C iiU iiti�ii/ I.�iiif i��ii •' l.�iiili7iiii�� i' IKdO. MAMIMlev �KICy.®.,.� .��..,. _�!�.� .� ''�■ ,M a r—. i� : MEM ,'��• ` ' '+ Ar'iiiL�i�iil�� i' l�iii� ' Ir.' •' •' i7�i� i ' `7i.iT.7�iii'3 •' L�iif3L�ii�� .�� - ��.�L�ii�7�C�ii�.7��i�.1�• ``�ii��i�.1��Ir�iiiG9�i�iii;�L�i�iL'i`�3L�iii:.�•' ' ' L�i�di��i/iia ' l�:i��►�i� ` i • �iiLWi��` ii tii��i'��0�0��0��0 �M�' WIN �r�i� `'ii� �i�iif.�i�.�`�iil�iii�' �7•' IZii��i�ii�`�iiili�iii� ' i�ii� 1/iii��l�ii��LZi+i��iiL7i' �� FOR EXAMPLE ON USING TABLE, SEE SHEET 8. TABLE 2A: Sddd Fderght toMax. (+) DP (Water Infiltration Rating) Sill Riser Height+) Design (Flat or Box, see Pressure, psf Sheet 17) Flush - 1A/2" see note 3 Low - 2-1/2" + 46.67 Medium - 3-1/4" + 60.0 High - 4" + 60.0 NOTES: 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 3A/4" OR 4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 2A. 3) ONLY THE 2A/21113-1/4" AND 4" SILL HEIGHTS HAVE BEEN TESTED FOR WATER INFILTRATION RESISTANCE. THE 1-1/2" SILL HAS NOT AND MAY ONLY BE USED IN A PASS-THRU WINDOW WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED DUE TO ROOF OVERHANG CONDITIONS, POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE WINDOW IS USED AS A PASS-THRU WINDOW. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) WINDOW 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. Tt-tF ant I nSnnNr Sri P R ncrRa(ZA► •rvaPfi cWnI a RP ! ICPfI PnR TARI F 7 CFF Sl-iPPrR 91 R 90) FOR PART rnnnFNsioNs AND SHEETS 18 & 19 FOR ASSEMBLY DETAILS. SEE NOTES 1-3 DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = WINDOW UNIT HEIGHT - 10,125" PANEL HEIGHT = WINDOW UNIT HEIGHT - 1,866" Heavy-duLy >Lllt:�b MIiUoVITATA211111 "lam Heavy-duty Stile Heavy-duty Stile Standard Astragal • - �_�Corner- w ._« ■ _,Corner e Ins d. . • �� • • #61 ' • Part , •Parts #31 - '11• 3 TATE OF ,- • $ 0 pit.'1•'"1� i • G v. ;.. 1lr.y , •:: ' . y .,� . r r • ` • % Wincla Unit Height Table applies to Glass types l% 616A, : ) • : i • 49: i • • i • •' i • : i • and the Stile/Astragail types M+iL:flL':IL:iML Lf:�i�iG:�iILTiIL''.�'tlLi! L•':i'ilL�i1Li1L:�ilL�i1L:mL:iiL:L:�i1 Come E EAMEEME MEE IEN44 -- • - •AM A EMEME DLO NOTES: 1) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE VOL: OFIHE 4" SILL. 2) WHEN USING THE 2A/2" SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3A141, 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) ONLY THE 2-1/2"13A/4" AND 4" SILL HEIGHTS HAVE BEEN TESTED FOR WATER INFILTRATION RESISTANCE. THE 1-1/2" SILL HAS NOT AND MAY ONLY BE USED IN A PASS-THRU WINDOW, WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED DUE TO ROOF OVERHANG CONDITIONS. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE USED WHEN THE WINDOW IS USED AS A PASS-THRU WINDOW, 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION, 5) WINDOW 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. TABLE 3A: Siil 1-leight to (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 THE FOLLOWING STILE &ASTRAGAL TYPES SHALL BE USED FOR TABLE 3. SEE SHEETS 21 & 22 FOR PART DIMENSIONS AND SHEETS DETAILS. 18 & 19 FOR ASSEMBLY Heavy-duty Stiles • • uty Stile Outside Corner Outside Corner �a insideCorner� •• _►�. Part #61 (Stile) •� • rner , • Part . . JR I 03/26/20 A10 CNAIUGES THIS SHEET. EXAMPLE ON SHEET 9 — NOM, PANEL WIDTH - 7 — " DLO HEIGHT = WINDOW UNIT HEIGHT - 10.125" PANEL HEIGHT = WINDOW UNIT HEIGHT - 1.866" No, 58705 r ATE Z 118 (iJl'',IfAL lE y " A. LYNN MILLER, P.E. ® P.E.# 58705 SEE NOTES 1-3 THE FOLLOWING STILE &ASTRAGAL TYPES SHALL BE USED FOR TABLE 3. SEE SHEETS 21 & 22 FOR PART DIMENSIONS AND SHEETS DETAILS. 18 & 19 FOR ASSEMBLY Heavy-duty Stiles • • uty Stile Outside Corner Outside Corner �a insideCorner� •• _►�. Part #61 (Stile) •� • rner , • Part . . JR I 03/26/20 A10 CNAIUGES THIS SHEET. EXAMPLE ON SHEET 9 — NOM, PANEL WIDTH - 7 — " DLO HEIGHT = WINDOW UNIT HEIGHT - 10.125" PANEL HEIGHT = WINDOW UNIT HEIGHT - 1.866" No, 58705 r ATE Z 118 (iJl'',IfAL lE y " A. LYNN MILLER, P.E. ® P.E.# 58705 JR I 03/26/20 A10 CNAIUGES THIS SHEET. EXAMPLE ON SHEET 9 — NOM, PANEL WIDTH - 7 — " DLO HEIGHT = WINDOW UNIT HEIGHT - 10.125" PANEL HEIGHT = WINDOW UNIT HEIGHT - 1.866" No, 58705 r ATE Z 118 (iJl'',IfAL lE y " A. LYNN MILLER, P.E. ® P.E.# 58705 NO FRAME "94-10" P-HOOK ANCHORAGE CONSISTS OF: SEE "C5" CLUSTER SEE JAMB -- DETAILS, SHEET 10 {9) P-HOOK ANCHORS, �� MAX. UNIT WIDTH `.. SEE "C5 CLUSTER SEE "C5" CLUSTER DETAILS, SPLICE REQUIRED @ (PERPENDICULAR TO GLASS FOR ASTRAGAL DETAILS, SHEET 10 FOR "C6" NOTE, EXTERIOR PLANE} SEE TABLE 2, SHEET 7 REQUIRES SHEET 10 FOR INTERLOCK 24" MAX. O.C. THIS INTERLOCK � = POCKETS CLUSTER, SEE Iml AND 48" NOM. SHEET SEE POCKET DETAILS, SHEET 11 x x (10) P-HOOK ___PANEL WIDTH _ x x x x x x x x 6„ JAMB MOUNTING i x x x I — x x x x x x x x x x x x INSTALLATION, ( " x ADAPTER— I— 6" MAX. I x x x THIS SHEET ANCHORS MIDWAY i ' o' L- 3" MAX. ' &SHEET 14 BETWEEN P-HOOK I 4 PAIRS OF ANCHORS & AT 3" i ' o' x =FRAME x ANCHORS x FROM TOP & i a 14" MAX. O.C. 101 ANCHORS 96" (TOTAL 8 co BOTTOM 1 0 f o UNIT 21" MAX, ANCHORS) 4.051" •'. ( O.C. PER JAMB $'' MAX. TO OPENING I ®� II o I HEIGHT �, C� ®= P-HOOK i x EDGE OF POCKET SEE I w a O ANCHORS x (SEE JAMB z i I �4 MAx. O.C. DETAIL INSTALLATION I w I ' ' o DETAILS' &'Kc', I a Q �; M 0= P-HOOK BELOW) ca � END PANEL SHEET 14 & PART i a `'O MOUNTING x ANCHORAGE DETAILS 'J' &'K', I l of 3" MAX. ADAPTER x „ 24 MAX. (2 ANCHORS) SHEET 19 FOR ° _ (( ANCHORS - O.C. x P-HOOK 1---_ 6" MAX. l _ x "+2" —_--_ — x x x x x x xx xx x x' END PANEL ANCHORS ANCHORAGE END PANEL x' x t x x x x x x x x x x' 6" MAX. ANCHORAGE (SEE ANCHORAGE x' x x x x x' SKETCH BELOW) +2 SEE SKETCH BELOW) +2 ( �"+2""+2" "+2" ANCHORAGE ANCHORAGE ' CENTERLINE 8"MAX,,TYP. ANCHORAGE ANCHORAGE ANCHORAGE OF PANEL 9 2.04" 24" MAX. EXAMPLE: 5-PANEL 2 TRACK, 900 OUTSIDE CORNER - PXX/XXO - EXT. MOUNT POCKET ANCHORAGE PLAN: O.C. 48" x 96" NOM, PANELS, ANCHOR GROUP C IN CONCRETE SUBSTRATE (SEE TABLE 3, SHEET 8) 6" SPLICE NOTE: - NON-STRUCTURAL ANCHORAGE EXAMPLE NOTES: END PANEL EXCEPTION, (°+T�� ANCHORAGE ONLY): ANCHORS MAY BE ADDED 1) APPROVED ANCHORS: SEE TABLE A, SHEET 1 DISTANCE TO NEXT AS NEEDED TO ALIGN THE �' 2 ANCHOR LOCATION SPACING FOR ANCHOR CLUSTER TO BEEXTERIOR HEAD OR SILL IF A SPLICE CENTERLINE OF QUANTITIES SPECIFIED IN TABLES 1-3 SHEETS 6-8: 24" O.C. OR LESS-1 OCCURS AT THE P-HOOK. 48 21„ NOM. ®,' INTERLOCK HEAD & SILL: 8" MAX. FROM FRAME CORNERS. i MAX. PANEL - SEE "C5" CLUSTER USE SPECIFIED CLUSTER FROM APPROPRIATE O.C. WIDTH DETAILS, SHEET 10 TABLES, SHEETS 6-8 AT EACH INTERLOCK AND CENTER NE OF END PANEL FOR INTERLOCK STRAIGHT AND CORNER ASTRAGAL LOCATION, ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY PLUS SPECIFIED QUANTITY OF ADDITIONAL REQUIRED IF THE O.C. DISTANCE TO THE NEXT ANCHOR 5,64" ANCHORAGE CLUSTER IS OVER 2411, OTHERWISE ANCHORS ARE NOT It INTERMEDIATE ANCHORS PER PANEL. REQUIRED AT THE MIDSPAN AS PER THE FIGURE ABOVE: 3.5" ADDITIONAL ANCHORS 24" O.C. MAXIMUM. 6" MAX. CENTERLINE JAMBS & P-HOOKS: 6" MAX, FROM BOTTOM, 21" MAX. ANCHOR PAIR O.C. (JAMBS), 141" MAX. ANCHOR OF PANEL 2 O.C. (P-HOOK) UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6-8. SEE 2-7RACK ° P-HOOK ANCHOR DETAILS ON SHEET 14. FRAME JAMB cow Plying h - "+2" ANCHORAGE ANCHOR PAIR Acre tam e No REQUIRES SEE "C5" CLUSTER END PANEL ZO CENTERLINE CENTERLINE Date "C6" CLUSTER, SEE DETAILS, SHEET 10 ANCHORAGE }�— j—�— DETAILS, SHEET 11 FOR ASTRAGAL. I {2 ANCHORS) g" l m I INTERLOCK ASTRAGAL e j 4.051" 1 3.6" t MAX. 1 ® rllititC� 06 dv ®41��. No. 587D5 CENTERLINEXTERIOR "+2" ANCHORAGE CENTERLINE "+2" ANCHORAGE CENTERLINE OF PANEL 3E OF PANEL 4 OF PANEL 5 SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS _ ' 0= MTAT10707'ECHNOLOGYDRVE N. II FL 34275 ANCHORAGE SPACING & EX4MPLE PLANS f�C}'•. �� . Fc oRlo �. • ' (9941)11 1600 Twx �,��,\ � LIT RevI. Detsr SE I �%® a�9GlJ^ I ^. L I �f l t REGISTRA77ON JR 03/26/20 D NO CHANGES THIS SHEET. armor tom. oter. TONAL `� J A. LYN� MILLER, P.E. D JR w, ® GQ-770 tMNQO TS 9 a 2� R�Til�2$ D P.E.# 58705 ASTRAGAL OR SPLICE LOCATION INTERLOCK IF NEEDED CENTERLINE I EXTERIOR 2-TRACK FRAME HEAD/SILL @ ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C411) 4„ ASTRAGAL OR SPLICE LOCATION INTERLOCK-�-IF NEEDED CENTERLINE i 3-TRACK FRAME HEAD/SILL @ ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4") ASTRAGAL OR SPLICE LOCATION INTERLOCKIF NEEDED CENTERLINE I EXTERIOR V 4-TRACK FRAME HEAD/SILL @ ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4") JR 103126120 NO CHANGES THIS SHEET. ASTRAGAL OR ( (FOR SPLICE INTERLOCK --I CONDITION, USE CENTERLINE I "C6" CLUSTER DETAIL) 2.04" EXTERIOR 4" DIAG. 00000000 7" �1, v 2-TRACK FRAME HEAD/SILL ASTRAGAL OR INTERLOCK (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED, "C511) ASTRAGAL OR SPLICE LOCATION INTERLOCKIF NEEDED CENTERLINE , EXTERIOR q V ASTRAGAL OR (FOR SPLICE INTERLOCK-�-] CONDITION, USE CENTERLINE i "C6" CLUSTER DETAIL) 3,5 If 2004" EXTERIOR I { 4" DIAG. 7" 3-TRACK FRAME HEAD/SILL @ ASTRAGAL OR INTERLOCK (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED, "C511) 4" EXTERIOR V ASTRAGAL OR INTERLOCK CENTERLINE I 4" DIAG. 4.08" 4" 2-TRACK FRAME HEAD/SILL (� ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C611) ASTRAGAL OR SPLICE LOCATION INTERLOCKIF NEEDED EXTERIOR V (FOR SPLICE CONDITION, USE "C6" CLUSTER DETAIL) 3.5" i-®- 5.37" DIAG. 2.04" 4.08" 4" 3-TRACK FRAME HEAD/SILL ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C611) ASTRAGAL OR (FOR SPLICE INTERLOCK-�-{ CONDITION, DO NOT rPnITFQ! !K!G USE THIS DETAIL) I.•�_ 7„ _____�,..� EXTERIOR 4-TRACK FRAME HEAD/SILL 'V (a? ASTRAGAL OR INTERLOCK (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED, "C51f) Vifew MOr le INV .rf 4" _04" 2.04" 21" MAX. O.C. 6" MAX. 2.04" 21" MAX. O.C. 6" MAX. 6" DIAG, EXTERIOR � 5.64" 2-TRACK FRAME JAMS ANCHOR PAIR 2,04" 21" MAX. O.C. 6" MAX: DIAG. 5.64" i 4-TRACK 6" DIAG. FRAME JAMB E000 i/ ANCHOR PAIR ANCHORS MAY BE INSTALLED _ EITHER IN THE EXT. OR INTO TRACK (INTO SHOWN) 1. ALL DIMENSIONS SHOWN 5.64" ARE BASED ON MIN, ALLOWED. 2, FOR HEAD OR SILL SPLICE LOCATIONS/ANCHORAGE AT P-HOOK SEE SHEET 9. 3000TRACK FRAME JAMB ANCHOR PAIR FOR SPLICED CONDITIONS ONLY: SPLICE LOCATION IF NEEDED 3.5 7 —�-1 " " DIAG. 3.5" 3.5" 4-TRACK FRAME HEAD/SILL @ ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED; WITH & WITHOUT SPLICE CONDITION rZ 1 J t �i 85 eopIug With the wAdifig code, F&Plrm&m Date . ' 0 lilt Ore Nk oe Qom: • No, 58705 =-o Ct Z V� ;0 . ATE C /111111110 A. LYNN MILLER, P.E. P.E.# 58705 2,04" INTERIOR 6.12" INTERIOR t �2'04" EXTERIOR 90° CORNER 2-TRACK FRAME HEAD/SILL 2,04" - INTERIOR 4" DIAG. 6.12" INTERIOR / 90' EXTERIOR 4" (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, 4.08" INTERIOR INTERIOR 4.08" EXTERIOR 2.04 71 EXTERIOR 90° CORNER 2-TRACK FRAME HEADISILL DIAG. 7" �\ (USE WHERE 5 OR 6 CLUSTER ANCHORS ARE REQUIRED, "C6" 90° CORNER 3-TRACK FRAME HEAD/SILL ("C6" ANCHOR CLUSTER REQUIRED AT ALL 3-TRACK CORNERS) INTERIOR 4" INTERIOR 91 6.12" d � 4" DIAG 6.12" EXTERIOR 7" 2.04" EXTERIOR r-r 7 INTERIOR 4.08" INTERIOR 2.04"' 8.94 345" 4" DIAG. INTERIOR INTERIOR 7" \�3,5" 2.04" 4" D(AGI 4 EXTERIOR CENTERLINE --� 3,5" -� 3 5" - OF PANEL 2.04" EXTERIOR 4" EXTERIOR 2.04" - 7" 8.94" "+2" ANCHOR 135° CORNER 135° CORNER 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL — -° (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER 2.04" 4" DIAG, ANCHORS ARE REQUIRED, "C4 } ANCHORS ARE REQUIRED, "C6") 3,5 It CENTERLINE INTERIOR OF PANEL 4.08" "+1" ANCHOR "+3" ANCHOR 135° EXTERIOR L�o 3 03. 5 2,04" 4" DIAG. ° G.. 7 , 3.5"IT EXTERIOR J."'" 7" 4 135° CORNER 3-TRACK FRAME HEAD/SILL "C6" ANCHOR CLUSTER REQUIRED AT ALL 3-TRACK CORNERS) INTERIOR 6.12" INTERIOR 7 4" DIAG. 3.5" 4 EXTERIOR EXTERIOR 90° CORNER 135° CORNER 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL ("C8" ANCHOR CLUSTER REQUIRED ("C8" ANCHOR CLUSTER REQUIRED AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2, DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE IDENTICAL FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS, r ft� � R JR 03/26/20 ® NO CHANGES THIS SHEET JR 0212011�4 4 ON INTERIOR ALL EXTERIOR n VIEWS 7" EXTERIOR 2.04" CENTERLINE OF PANEL "+2" ANCHOR CENTERLINE OF PANEL "+3" ANCHOR CENTERLINE OF PANEL 2-TRACK FRAME HEAD/SILL INTERMEDIATE ANCHOR LAYOUT ll� �♦CENTERLINE OF 4%,TRACK FRAME .D INTERMEDIATE ♦ ANCHOR • LAYOUT d OA ri ♦ ++ •NAU i , ALUM. 1 - ---- ♦_PIE* 58705 INSTALLATION DETAILS EMBEDMENT: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 MIN, OF 3 THREADS BEYOND EDGE DISTANCE: EDGE DISTANCE: EDGE DISTANCE: THE METAL SUBSTRATE SEE TABLE A, SHEET 1 SEE TABLE A, SHEET 1 SEE TABLE A, SHEET 1 2-1/16" * 2-1/16" * 2-1/16 * NOTES: EXTERIOR " 114 1. ALL DIMENSIONS 1/4" 1/4 MAX MAX MAX, SHOWN ARE BASED SHIM EXTERIOR o SHIM EXTERIOR A a SHIM ON MIN, ALLOWED. I 2. METAL OR < EMBEDMENT: � SUBSTRATES MAY BE SEE TABLE A, USED FOR ALL FRAME SHEET 1 TYPES PER TABLE A, 2X WOOD WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., METAL TYP., SMS ANCHOR TYP., SHEET 1. TYP., SEE ANCHOR SEE ANCHOR NOTES TYP., SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR SEE ANCHOR NOTES NOTE 3, SHEET 1 & TABLE A, SHEET 1 NOTE 3, SHEET 1 & TABLE A, SHEET 1 NOTE 4, SHEET 1 &, TABLE A, SHEET 1 DIAGONAL O.C. IS FRAME HEAD 3-TRACK FRAME HEAD e 4-TRACK FRAME HEAD MIN 4" (HEAD & SILL) S2JRACK WOOD INSTALLATION Bw WOOD INSTALLATION cw METAL INSTALLATION OR 6" (JAMB) SEE WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., 2X WOOD SMS ANCHOR TYP., METAL TYP., DETAILS, SHEETS 10 & 11. SEE ANCHOR NOTES TYP., SEE ANCHOR SEE ANCHOR NOTES TYP., SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR & TABLE A, SHEET 1 NOTE 3, SHEET 1 & TABLE A, SHEET 1 NOTE 3, SHEET 1 SEE & TABLE A, SHEET 1 NOTE 4, SHEET 1 SEE SEE ANCHOR ANCHOR ANCHOR MIN. OF 3 THREADS BEYOND NOTE 5, SHEET NOTE 5, NOTE 51 THE METAL SUBSTRATE 1 (1/4" MAX.) 1 SHEET 1 SHEET 1� (1/4 MAX.) }-_ h- (1/4" MAX.) - :,� ,r:�.... EXTERIOR EXTERIOR EXTERIORLT EMBEDMENT: SEE TABLE A, SHEET 1 a2-1/16" 2-1/16" * 2-1/16" * EDGE DISTANCE: EDGE DISTANCE: EDGE DISTANCE: SEE TABLE A. SHEET 1 SEE TABLE A, SHEET 1 SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A. SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 2-TRACK FRAME SILL 3-7RACK FRAME SILL MFFwMTAL DwLLATION WOOD INSTALLATION Ew WOOD INSTALLATION INSTA EMBEDMENT: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, EMBEDMENT: SEE METAL TYP., SHEET 1 TABLE A, SHEET 1 EDGE DISTANCE: SEE ANCHOR 2X WOOD EDGE DISTANCE: O SEE TABLE A, NOTE 4, SHEET 1 PRODUC r TYP', SEE ANCHOR SEE TABLE A, 2X WOOD SHEET 1 ss complying wa� the TYP., SEE ANCHOR g Caste SHEET 1 „ * NOTE 3, SHEET 1 NOTE 3, SHEET 1 2-1/16 Acceptance �O40 SMS ANCHOR TYP., Date 2 1/16 „ * SEE ANCHOR NOTES g � s WOOD ANCHOR TYP., 2-1/16" * & TABLE A, SHEET 1 �.�� SEE ANCHOR NOTES WOOD ANCHOR TYP., MIN. OF 3 SEE ANCHOR NOTES THREADS N & TABLE A, SHEET 1 \ �'y LYPd �i &.TABLE A, SHEET 1 BEYOND THE ��' �,� . • � � EXTERIOR EXTERIOR METAL _�.•'" II EXTERIOR j 1/4" MAX. SHIM --�I I-�— n�� V SUBSTRATE 1/4" MAX. SHIM — I®— No. 58705 V 1/4" MAX. SHIM F 2-TRACK FRAME JAMB E 3-TRACK FRAME JAMB E 4-TRACK FRAME JAMB : Q Gw WOOD INSTALLATION Hw WOOD INSTALLATION Iw METAL INSTALLATION 0��` ATE 1070 TECHNOLOGY DRPIE n► vEv®c fzz7—�ANCHORAGE ET' lLS ''•"4uR;o \.... �\ `; Rya By. Ram: ►�GISTRA770N SERIES 770 ALUM. SG d / ®L l � � I �1V?, JR 03/26/20 ® NO CHANGES THIS SHEET. s � Ro: A. IYNN MILLER, P.E. 8, teem: tie � JR 02/20I94 GD470 W wow NTS 1 12 of22 PGTO129 0 P.E.# 58705 I STALLATION DETAILS CONCRETE EDGE DISTANCE: SEE PER TABLE — TABLE A, SHEET 1 CONCRETE — 2-1/16" * PER TABLE A, SHEET 1 A, SHEET 1 EXTERIOR EMBEDMENT: 1/4" EXTE SEE TABLE A, MAX. / SHEET 1 SHIM PROPERLY SECURED 1X CONCRETE ANCHOR TYP., WOOD BUCK TYP., SEE SEE ANCHOR NOTES & ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 E 2-TRACK FRAME HEAD Ac CONCRETE INSTALLATION CONCRETE ANCHOR TYP., SEE ANCHOR NOTES & TABLE A. SHEET 1 SEE ANCHOR NOTE 5, SHEET 1 (114" M)X.) 0.lfimli EXTERIOR 2— EMBEDMENT: SEE TABLE A, SNEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: CONCRETE SEE TABLE A, SHEET 1 PER TABLE 2A/16" A, SHEET 1 IOR. �I 1 MAX.EXTERIOR 1 A SHIM PROPERLY SECURED 1X CONCRETE ANCHOR TYP., WOOD BUCK TYP., SEE SEE ANCHOR NOTES & ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 3JRACK FRAME HEAD 13c CONCRETE INSTALLATION PROPERLY SECURED 1X CONCRETE ANCHOR TYP., WOOD BUCK TYP., SEE SEE ANCHOR NOTES & ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 SEE ANCHOR NOTE 5 SHEET 1 (1/4" EXTERIOR 2-1/1 PROPERLY SECURED 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHEET 1 SEE ANCHOR NOTE 5, SHEET 1 (1/4" MAX.) NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. * DIAGONAL O.C. IS MAX. IN 4" (HEAD & SILL) SHIM OR 6" (JAMB) SEE DETAILS, SHEETS 10 & 11. PROPERLY SECURED 1X � CONCRETE ANCHOR TYP., WOOD BUCK TYP., SEE SEE ANCHOR NOTES & ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 E 4-TRACK FRAME HEAD Cc CONCRETE INSTALLATION CONCRETE ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 PROPERLY SECURED 1X WOOD BUCK TYP., SEE AN NOTE 3, SHEET 1 .. � EXTJ\/E�.`RJI�OR i .. " z. � •r..9,.,:�•, b... ., 2A/16" EDGE bISTANCE: CONCRETE EDGE DISTANCE: CONCRETE EDGE DISTANCE: SEE TABLE A, SHEET 1 PER TABLE SEE TABLE A, SHEET 1 PER TABLE SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 E 2-TRACK FRAME SILL E 3-TRACK FRAME SILL 4-TRACK FRAME SILL Dc CONCRETE INSTALLATION Ec CONCRETE INSTALLATION Fc CONCRETE INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 e. T EMBEDMENT: SEE TABLE A, SHEET 1 �� PROPERLY SECURED EDGE DISTANCE: 1X WOOD BUCK TYP., SEE TABLE A, SEE ANCHOR NOTE 31 SHEET 1 SHEET 1 CONC./CMU ANCHOR 2A/16" * TYP., SEE ANCHOR NOTES & TABLE A, EXTERIOR SHEET 1 CONCRETE OR CMU �j� + PER TABLE N/ l/4" MAX. SHIM —�I i ®— A, SHEET 1 G2-TRACK FRAME JAMB c CONCRETE/CMU INSTALLATION JR I 03/26/20 ( ® i NO CHANGES THIS SHEET. EMBEDMENT: SEE TABLE A, SHEET 1 -�I CONC./CMU ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET PROPERLY SECURED 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHEET 1 EXT�EIRIOR �/ 1/4" MAX. SNlM ..' EDGE DISTANCE: PROPERLY SECURED SEE TABLE A, 1X WOOD BUCK TYP., SHEET 1 SEE ANCHOR NOTE 3, SHEET 1 ' 2-1116" a CONCRETE OR CMU PER TABLE A, SHEET 1 Imo--• �E 3—TRACK FRAME JAMB He CONCRETE/CMU tNSTALLATlON of §;; F, I � m SE ONO Mo CONC./CMU ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 EXTERIOR EDGE DISTANCE: SEE TABLE A, SHEET 1 It CONCRETE OR CMU <`.. PER TABLE A, SHEET 1 114" MAX. SHIM--i-)1-�—• E 4TRACK FRAME JAMB Ic CONCRETE/CMU INSTALLATION CONCRETE PER TABLE A, SNEET 1 AS�s�sce Fla �_` s \�, • Q ,� , ti �t� •' UCENSF .,1�� NO, 58705 ST E i L��. //ONAl I + A. LYNN MILLER, P.E. P.E.# 58705 INSTALLATION DETAILS NOTES: 1, ALL DIMENSIONS FRAME JAMB SHOWN ARE BASED REQUIRED AT ALL w'.: •. r 2.693" MIN. ON MIN. ALLOWED, INSIDE POCKETS EDGE EMBEDMENT: SEE TO PREVENT DISTANCE 2. FIGURES ON THIS WOOD FRAMING TABLE A, SHEET 1 P-HOOK MOUNTING ADAPTER WATER ::� SHEET ARE FOR WOOD ANCHOR TYP., INFILTRATION CONCJCMU ILLUSTRATIVE C� Q SEE ANCHOR NOTES ANCHOR.TYP., SEE PURPOSES ONLY. SEE EMBEDMENT: &TABLE A. SHEET 1 26 ' ANCHOf2 NOTES & TABLE A, SHEET 1 FOR SEE TABLE A, (ALSO SEE TYP. ': TABLE A, SHEET 1 ALL APPROVED SHEET 1 28 SHEET 9) , :.:.= .. ' : ;' 4 1;.: 1-1/4" MIN. EDGE DISTANCE SUBSTRATES. �ILLUSTRATION, EDGE DISTANCE: SEE _ EXTERIOR 3. SEE TABES 1-3, TABLE A, SHEET 1 EMBEDMENT: SHEETS 6-8 FOR SEE TABLE A, ' ' '. P-HOOK MOUNTING REQUIRED P-NOOK 26 EXTERIOR SHEET 1 11 .• '` ;,::'.- .'.�' ;;•I''' :'';ADAPTER CONC./CMUAND P-HOOK PHOOK WOOD ANCHOR TYP. D5 '. `:� `..>'= TYP., SEEANCHOR MOUNTING ADAPTER SEE ANCHOR NOTES V P-HOOK *A(`I ,,:'�ANCHOR '.-' �r• .. ANCHOR NOTES & TABLE QUANTITIES. & TABLE A, SHEET 1 CONCRETE OR EMBEDMENT: SEE A, SHEET 1 ALSO SEE EXAMPLE (ALSO SEE TYP. 2.693" MIN. CMU PER TABLE TABLE A, SHEET 1 (ALSO SEE TYP. ON SHEET 9. ILLUSTRATION, SHEET 9) A, SHEET 1 EDGE DISTANCE ILLUSTRATION, SHEET 9 ) E P-HOOK FOR USE WITH FLAT SILL RISERS P-NOOK FOR USE WITH ANY SILL RISER PARTS #18 #20 #22 OR #24, Jc PARTS #18 #20#22 OR #24 WOOD INSTALLATION EXTERIOR MOUNT SHOWN CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN, (SEE TABLES 1A, 2A & 3A MAY ALSO BE INSTALLED IN (SEE TABLES 1A, 2A & 3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) INTERIOR CONDITION FOR WATER RATINGS) EXTERIOR CONDITION METAL TYP., P-HOOK MOUNTING SEE ANCHOR EMBEDMENT: SEE P-HOOK MOUNTING CONCRETE OR EMBEDMENT: SEE ADAPTER CONC./CMU NOTE 4, SHEET 1; TABLE A, SHEET 1 ADAPTER SMS CMU PER TABLE TABLE A, SHEET 1 ANCHOR TYP., SEE MIN. OF 3 THREADS ANCHOR TYP., SEE A, SHEET 1 > :. ANCHOR NOTES & TABLE BEYOND THE METAL ANCHOR NOTES ,, � : ra::;', ; -`: <: .:..:'-. .: A, SHEET 1 SUBSTRATE & TABLE A, SHEET 1 -'➢: ^.;, ',r ; "' I.:,:.• (ALSO SEE TYP. 28 (ALSO SEE TYP. EMBEDMENT: ..; .:.'. • ILLUSTRATION, SHEET 9) ILLUSTRATION, SEE TABLE A, ^ EMBEDMENT: SHEET 9) SHEET 1 28 SEE TABLE A, .•' .- EDGE DISTANCE: SEE SHEET 1 TABLE A, SHEET 1 :'. 1-1/4" MIN, EDGE DISTANCE 30 30 P-HOOK SMS ANCHOR TYP., SEE ANCHOR NOTES EXTERIOR P-HOOK CONC./CMU EXTERIOR as 0( pi)i g W'O t . & TABLE A, SHEET 1 ANCHOR TYP., SEE 1-1 V�a:� Co tea (ALSO SEE TYP, +:Z31 ANCHOR NOTES &TABLE Eta ac e ILLUSTRATION, SHEET 9) 2.693 MIN. A, SHEET 1 2.693" MIN. " EDGE DISTANCE (ALSO SEE TYP. EDGE DISTANCE a ILLUSTRATION, SHEET 9) awe .J Co P-HOOK FOR USE WITH BOX SILL RISERS E P-HOOK FOR USE WITH BOX SILL RISERS I h; Kw PARTS #19 #2i #23 OR #25 iCc 1 #23 PARTS #19 #2OR #25 \�, � tY� ,. METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR �1Gt (SEE TABLES 1A, 2A & 3A MOUNT (SEE TABLES 1A, 2A & 3A MOUNT :fib r FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY l�o• 58705 1070 TECHNOLOGY DRIVE i ATE OF �k0_ Nov/cE FLsaz75 OI-I DETAILS RiDt�•. �Nk R w JR 03/26/20 ® REGISTRATTQN SERIES 770 ALUM. S D� I O— L I / I�"dNAI ,\�� / i 1 NO CHANGES THIS SHEET RJR s�z suer ® wo �+' A. LYNN MILLER, P.E. 02120114 GD70 -7V,,NDO lVTS '4 a 22 PGTO129 ® P.E.# 58705 HEADER BLOCK TO HEADER ATTACHMENT TO PREVENT ANY EXTERIOR -OPERABLE PANEL FROM DISLODGING TO THE EXTERIOR, INSTALL ONE HEADER BLOCK AT EACH INTERLOCK, ASTRAGAL AND P-HOOK INTO THE EXTERIOR TRACK OF THE HEADER. TRIM THE SCREW COVER AS NEEDED, EXAMPLE: HEADER BLOCK PLACEMENT IN 3-PANEL CONFIGURATION, OTHERS SIMILAR, EXTERIOR HEADER DETAIL 'A', SHEET 18; INSTALLATION DETAILS 'Aw' & 'Ad, SHEETS 12 &13 SdLL DETAIL 'D', SHEET 18; INSTALLATION DETAILS 'Dw' &'Dc', SHEETS 12 J &13 C (3-TRACk MAX. UNIT WIDTH --_� MAX. DLO WIDTH i IPANEL PANEL i IPANEL }TYPE ■ • j ! I NOM. ti SEE ■ I • '► <. _. - -_ -__ EXTERIOR HEADER BLOCK MAX. UNIT WIDTH NOM. PANEL WIDTH INTERIOR TYP. PER TABLES 1-3 EXTERIOR � MAX. UNIT CORNER DETAIL'N2',, `�' Mom• HEIGHT SHEET 19 &CORNER DLO pER ANCHORAGE SHEET 11 ' HEIGHT TABLES INTERLOCK DETAIL I 1-3 'M', SHEET 19 NOTES: 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 12A4 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. DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT =WINDOW UNIT HEIGHT - 10.125" PANEL HEIGHT =WINDOW UNIT HEIGHT - 1.866" JR i 03/26/20 JR�ovaw'4 NO CHANGES THIS SHEET. a EXTERIOR I INTERIOR JAMB DETAIL'G3', SHEET 18; INSTALLATION DETAILS Gw' &'Gc', SHEETS 12 & 13 s i 122 #12" X 1-3/4" SELF -DRILLING SCREW, MIN. (1) REQUIRED SILICONE THERSas c �Illllr�r�� No.58705 2�0 a; O ' • S ATE OF T ttr; {U �f�l(111111��1 A. LYNN MILLER, P.E. P.E.# 58705 • FIXED JAMB DETAIL'G2', SHEET 18; INSTALLATION DETAILS'Gw' &'Gc', SHEETS 12 & 13 PANEL CORNER CONSTRUCTION DETAILS SHEET 15 INTERLOCK DETAIL FOR ALL DETAILS ON THIS SHEET, SEE NOTES ON SHEET 15 SHEET 19 OPERABLE JAMB DETAIL'G3', SHEET 18; '�—INSTALLATION DETAILS'Gw' &'Gc', SHEETS 12 & 13 ASTRAGAL HEADER DETAIL'A', SHEET DETAILS'L1' & 18; INSTALLATION DETAILS L2, SHEET 19 'Aw' &'Ac', SHEETS 12 & 13 ASTRAGAL DETAILS 'l1' & L2, SHEET 19 SILL DETAIL SHEET 18; INSTALL DETAILS Dw' & 'Dc', SHEETS 12 &13 SELL DETAIL'D', SHEET 18; INSTALLATION DETAILS Qw' & 'Dc', SHEETS 12 & 13 JAMB DETAIL'H2', SHEET P-HOOK DETAIL'J' & `K', SHEET 18; INSTALLATION DETAILS 19; INSTALLATION DETAILS , Hw' &'Hc', SHEETS 12 & 13 'Jc', 'Kw' &'Kc', SHEET 14 CK DETAIL 'M', SHEET 19 HEADER DETAIL // 'B', SHEET 18; INSTALLATION DETAILS'Bw' &'Bc', SHEETS 12 & 13 HEADER DETAIL'A', SHEET 18; INSTALLATION DETAILS'Aw' &'Ac', SHEETS 12 & 13 -- -"`- MAX. UNIT WIDTH INTERLOCK DETAIL'M', SHEET 19 JAMB DETAIL'i1', SHEET 18; INSTALLATION DETAILS '!w' & 'ic', SHEETS 12 & 13 JAMB DETAIL'12', SHEET 18; INSTALLATION DETAILS'Iw' &'Ic', SHEETS 12 & 13 MAX. UNIT WIDTH PANEL PANEL PANEL PANEL i PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE � TYPE TYPE TYPE TYPE 'R' 'L' 'M' 'F' i 'M' 'F' 'F' 'P' MAX. UNIT NOM, w o i NOM. HEIGHT / / PANEL PANEL PER WIDTH TYP. w / / WIDTH TYPul . / TABLES MAX. SEE PER Y Q I SEE MAX. PER 1-3 DLO NOTE 2, TABLES 1-3 ° a OTE 2 DLO TABLES 1-3 HEIGHT SHEET 15 ,,--�� j SHEET 15 HEIGHT O ' X ; * 1 X X O JR 103/26/20 SILL DETAIL'S', SHEET 18;-' INSTALLATION DETAILS 1070TECHNOLOGYDM N. VVENNICE, FL 34275 (941) 4804600 ® � CORRECTED STACK ORDER ON CORNER, TOP VIEW. ' O! i Xf'Kam MAx. UNIT HEIGHT PER TABLES 1-3 JAMB DE1 AIL'G3'I SHEET 18; INSTALLATION DETAILS 'Gc', SHEETS 12 & 13 m m ° INTERLOCK DETAIL 'M', SHEET 19 =TAIL'Nl', SHEET 19 Z •- EXTERIOR MAX. UNIT WIDTH NOM. PANEL WIDTH TYP. PER TABLES 1-3 HEADER DETAIL'C', SHEET 18; INSTALLATION DETAILS Cw' &'Cc', SHEETS 12 & 13 MAX. UNIT HEIGHT PER TABLES 1-3 ' t� aet 1ration �� QGENrw • l� 'y No. 58705 ff 44 S TE ,F 'ivp4oRlo;Ns /f NAL �� /1r1tt1110\\ A. LYNN MILLER, P.E. ® P.E.# 58705 PANEL'S RIGHT STILE PE /� @�' PANEL EL SINGLE SINGLE ASTRAGAL ASTRAGAL INT CORNER EXT CORNER EXT CORNER INT CORNER EXT CORNER EXT CORNER INT CORNER INTERLOCK INTERLOCK FIXED LOCKSTILE ASTRAGAL ASTRAGAL BOX OUT 80X IN 90 LOCKSTILE 90 LOCKSTILE 90 RECEIVER 90 RECEIVER 90 RECEI#V,E 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/ HANDLLE18 8 W/ HANDL31 W/ HANDLE #120 4119 #61 #118 #61 #61l #61 #61 SINGLE INTERLOCK OUT (eoXotrr7 SINGLE INTENRLOCK (Box our (BOXY) FIXED STILE RR R (BOXom PDX" LOCKSTILE W/ HANDLE (BOXOUD amml) W ASTRAGAL BOX OUT PANEL NOTES: a. W/ HANDLE (BOXouy) 1. SEE DP TABLES 1-3, SHEETS 6-8 FOR PANEL E-- ASTRAGAL =CE3r N SIZES & DESIGN PRESSURE. INTERIOR RIGHT OR CROSSED OFF Box IN LEFT 2, PANEL TYPES NOT SHOWN W/ HANDLE (BOXtw) PANEL PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS _t F— ASTRAGAL STILE ei�I,EXTERiOR STILE AND ARE NOT AVAILABLE, �/ BOX OUT 3,900 ASTRAGALS TO USE HEAVY-DUTY STILES (BOXOUI) (BOXOur) "E" (#61), CORNER RECEIVER (#11$} AND EITHER JJL ASTRAGAL T U PANEL SHOWN. SEE TABLE FOR OTHER PANEL TYPES AND EXTERIOR (#119) OR INTERIOR (#120) CORNER STILE/ASTRAGAL REQUIREMENTS. W BOX IN APPLICABLE ASTRAGALS. J (Boxhv) (BOXm) 4,1350 ASTRAGALS TO USE HEAVY-DUTY STILES INT CORNER 90 LOCKSTlLE RT Cl (#61) AND CORNER ADDON (431). I W W/ HANDLE #120 SILL RISERS .232" OPTIONS EXT CORNER 90 LOCKSTILE +19 QT —�{ 232" 0 W/ HANDLE #1 232" EXTERIOR EXTERIOR a" EXT CORNER #61 232 .062" EXTERIOR 90 RECEIVERfqv% EXTERIOR I 062" 4.055" 062" 3.305" W/ HANDLE #118 2.555" INT CORNER #61 RECEIVER AT AS 1.567" J 062" W W/ HANDLE #118 '1} EXT CORNER #118 SILL RISER:jF " SILL RISER, FLAT SILL RISER, FLAT SILL RISER, FLAT 18' 20 22 24 90 RECEIVER FLUSH, 1-1/2 LOW, 2A/2' MEDIUM, 3-1/4" HIGH, 4" #61 EXT CORNER #31 135RECEIVER .750" guMing Code I I EXTERIOR A�rN�a W/ HANDLE #61 .750" EXTERIOR 062" alp( ° p (� ! INT CORNER #31 35 RECEIVER EXTERIOR EXTERIOR 062" t 906" < 062`' < 4.055' 3.305 W/ HANDLE #61 CEN SILL RISER, BOX SILL RISER, BOX SILL RISER, BOX SILL RISER, BOX •' \� ' 25 19" FLUSH, 1-1/2" 21 LOW, 2-1/Z" 23 MEDIUM, 3-1/4" HIGH, 4" ¢, :` No, 58705 =_ * NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS, SEE SHEETS 6-8 - '• �' l� 1070TECHNOLOGYDRIVE Oe '�D7 0�'a STATE OF � ` /d VEWEt a 34275 r-�PANEL ^<, � (941) 480-ice �� C �,Ri D (v . ksl Re�JR REGISTRATION SE IES 77 U I ` L I / / U4NIA \ 0 '\` O3/26/20 D NO CHANGES THIS SHEET. +� A. LAMN MILLER, P.E. RJR 0/9d cx, a � ® SGl1-T70 6!/ItJDO %S �7 d PGT0129 D PEA 58705 ASSEMBLY DETAILS 106 FULL PANEL JAMB LENGTH (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 60 OR 61 105 LOCK PART 17 106 FULL LENGTH 14 75 & 107-110 14 OF JAMB 60 OR 61 5 G3 60 OR 61 16 5 E G1 60 OR 61 2•-TRACK JAMB 2—TRACK JAMB (SHOWN 5 SEE DETAIL G1 CLIP #105 WITH FOR FIXED 6" LONG 5 10W/ RETAINER #106 OPERABLE 80 PANEL CLIP PART LOCK 107-110 75 & 113 PANEL) MID PAN (SHOWN WITH SEE DETAIL G2 FIXED PANEL TO 5 EXTERIOR 103 LOCK PART 75 & 107A10 103 FOR FIXED 60 OR 61 THE INTERIOR) 113 5 PANEL CLIP 103 EXTERIOR J"L14 15 5 112 16 17 #10 X 3/4"1S 123 RILL LENGTH G2 40 G4 60 OR 61 OF JAMB 2_TRACK JAMB SMS, X 3 2—TRACK JAMBEXTERIOR EXTERIOR EXTERIOR 0 �EXTERIOR CLIP#80 OR #105 51 52 W/ SCREEN 6" LONG W/ RETAINER #123 3—TRACK JAMB 3—TRACK JAMB 4—TRACK JAMB 4—TRACK JAMB @ (SHOWN WITH @OPERABLE(SHOWN WITH SFIXEDPANELTO(SHOWN WITH (SHOWN WITH (SHOWN WITH 60 MIDSPAN FIXED PANEL TO I� 12 PANEL) FIXED PANEL TO OPERABLE PANEL) 60 OR 61 THE EXTERIOR) 53 THE EXTERIOR) THE INTERIOR) EXTERIOR EXTERIOR 121 SEE DETAIL ON SHEET 15 121 SEE DETAIL ON SHEET' 15 i21 SEE DETAIL ON SHEET 15 2 112 3 4 45 5 113 5 113 5 52 51 69 69 EXTERIOR EXTERIOR EXTERIOR 53 a SHOWN WITHCREEN 3wmTRAGK 4,tTRACK MAX, UNIT ffi2,,o OP T. SCREENFRAME HEADTRACK B FRAME HEAD. O FRAME HEAD HEIGHT PER TRACK TABLES 1-3 53 69 69 69 52 51 72 OR 73 EXTERIOR 72 OR 73 EXTERIOR 72 OR 73 as �aaa"plyin with t _ • eg Code 46 11 e�ae� ce iIO "2 ., ' 4 eil 113 9 10 m4C 48 47 c 8WNW 11 11 , wx EXTERIORS 112 1 13j 113` tlli; flr < 5 5 �i Y* "All �\�k ... \' 1tCEtS_ 'f�! i W/SCREEN E 4—TRACK F ,`� ; � ffi2oTRACK FRAME SILL 03,TRACK FRAME SILL FRAME SILL no No, 58f�,5 _ * ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES 1,,3, SHEETS 6-8 FOR DP (PSF) ASSOCIATED WITH STILE. =o;0 , S H E OZ—C7 :1 �/�' • • 1070 TECHNOLOGY DPJVE No VENICE, FL 34275 %IG S 7"1 ET ILS • • � ;�S' •.<oR;o�.• _��: (941)4804600 TOW RJR BY SERIF 770 `S d m L. ' /Sr�N�,L~`\ � � 0�26/20 ® NO CHANGES THIS SHEET REGISTR47701#29296 sheet mm pay:� A. LYNN MILLER, P.E. R atam 4 ® /� �+y GD-770 [MNDOW �� 98 a 22 PG f O129 ® P.E.# 58705 ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 4 INTERIOR 61 1 (1 11 27 � 63 26 62 111 63 - 60 OR r/ n n n n rf �/ II 65 EXTERIOR 111 62 �P-HOOK FOR FLAT SILLS j (EXT. OR INT. MOUNT) P-HOOK FOR BOX SILLS K EXT. MOUNT ONLY 14 5 EXTERIOR 61 (NTERIOR L= EXTERIOR f� EXTERIOR v 71TERIOR 67 Lj 68 STANDARD ASTRAGAL 4#67 \L1/ WITH STANDARD STILES #60 EXTERIOR BOX ASTRAGAL SHOWN (BOX -OUT) MAY ALSO BE INSTALLED TOWARDS INTERIOR (BOX -IN) HEAVY-DUTY ASTRAGAL #68 L2 WITH HEAW-DUTY STILES #61 EXTERIOR BOX ASTRAGAL SHOWN (BOX -OUT) MAY ALSO BE INSTALLED TOWARDS INTERIOR (BOX -IN) e135° OUTSIDE CORNER 01 2-TRACK SHOWN F D I NO CHANGES THJS SHEET. eN1 2-TRACK SHOW N 900 OUTSIDE CORNER INTERIOR 14 5 61 32 103 EXTERIOR 1350 INSIDE CORNER 02 2-TRACK SHOWN EXTERIOR m e90° INSIDE CORNER N2 2-TRACK SHOWN 31 4 INTERIOR 1 INTERIOR 14 EXTERIOR , 60 OR 61' ei NTERLOCK M * 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. as(re sDame g S�111111/jr No, 58705 -jAIAL F 0 A_ LYNN MILLER, P.E. P.E.# 58705 5.060" 8. 562" -� j 1.36" 0.080" f 1.872" 1.211" 0.081" 1.019" 0.062" 0.081" �2-TRACK HEAD �0 4-TRACK SILL 0.081" TSCRIEEN(6063-T6 AL) (6063-T6 AL) 40 LE 6.198" (6063-T6 AL) 6.198" 6.526" 5.069" 0.080" � � 1.045" 1.505" 1.211" 1.993" 0.062" 0.081 " 2-TRACK HEAD W/ SCREEN TRACK (6063-T6 AL) 3-TRACK SILL (6063-T6 AL) 14 (-TRACK JAMB 45 SCREEN TOP RAIL (6063-T6 AL) (6063-T6 AL) 7.105" 2-TRACK JAMB W/ 6.221" -� I 15 SCREEN TRACK 0.080" (6063-T6 AL) 1.36" Cj 0.875" 1.505 " id A i::1 74 1.211" 1.36" Eft 1.993" 0.062" 0.081 n3 3-TRACK HEAD �8 2-TRACK SILL W/ SCREEN TRACK O'081 (6063-T6 AL) (6063-T6 AL) SCREEN 46 BOTTOM RAIL (6063-T6 AL) . 9.142" 0.081" 4.49" ) 0.080" ksv 1.505" 7.105" 1.211 „ "f 9.141" 0.081" 4-TRACK HEAD O7 2-TRACK SILL (6063-T6 AL) (6063-T6 AL) f 0.060" -� 1.514" 0.062" d udiwag A wepeance No 0.760" 0.532" 0.060" 1.516" 1.990" In yyifltl;J FRAME HEAD/JAMB SCREEN FRAME SILL 1z SCREEN FRAME SILL SCREEN B ��ELAY f-`'N/1v ADD -ON ADD -ON END ADD -ON 3-TRACK JAMB a (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) REQUIRES MIN. #10 SMS REQUIRES MIN. #10 SMS :V NO, 53705 � OR 3/16" MASONRY OR 3/16" MASONRY 17 4-TRACK JAMB _= //;; <C. ANCHORS @ 24" MAX. Q.C. ANCHORS @ 24" MAX. O.C. (6063-T6 AL) _ ; t �( <. IV 9070TECHNOLOGY I?RR/E -� TE F 44 �1 T Li N L34 75 EXTRUSIONS '�`��S FcG�f�f' SEE SHEET 17 FOR SILL RISERS. ( 4s0 � ��\ D�: RF�I�oN s��►�s 770 L - r - c r �!ll�ill�yy'y JR 03/26/20 ® NO CHANGES THIS SHEET SaImMadats A. Rau A. LYNN MILLER, P.E. Dnnm sy, Data: JR 02/20114 Chaff Dew 6L? 770 Vi?1dDOVN TJ 21 of 22 Piss®729 ® P.E.# 58705 016" 0.718" 0.062" Ti a.264" FRAME SCREWCOVER (6063-T6 AL) 155" 0.080" 0.83" 0.080" 2.30" 0.830" 2,44" 31 135° CORNER (6063-T6 AL) 0.752" 0.574" SILL 11 TRACK (6063-T6 AL) 1.488" O80" 1.870" 32 135° FIXED MOUNT (6063-T6 AL) 3.802" 0.075" --' 2s P-HOOK (6063-T6 AL) 2.304" I, 0.796" 0.062" P-HOOK MOUNTING 28 ADAPTOR (5063-T6 AL) so STANDARD STILE (6063-T6 AL) 4.125" 0,752" 0.233" --I 0.062" -j HOOKSCREW 2s GOVER (6063-T6 AL) 0.133" -' 1.600 I --- 3,125" 61 HEAVY DUTY STILE (6063-T6 AL) 1.050" rr I, „ ,�I� 3.25" .6 3.802" O.a80" o P-HOOK FOR BOX RISER (6063-T6 AL) 1.739" INTERLOCK s2 ADAPTER (6063-T6 AL) .485" 1.888" 045"--��-�-- 7/16" GLAZING 9/16" GLAZING 67 STANDARD ASTRAGAL ss HEAW DUTY ASTRAGAL ss TOP/BOTTOM RAIL 79 GLAZING gEAD (I.G.) ao BEAD, FIXED $� BEAD (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6a63-T6 AL) PANEL CUP (6063-T6 AL) (6063-T6 AL) 1.003" 0.050 105 FIXED PANEL CLIP 0.709" 2,893" (6063-T6 AL) ( 1 550" -�-t 0.863 0,080" Ir 0.709" 123 FIXED PANEL RETAINER, 7/8" 2 826„ 0.080" -�li - (6063-T6 AL) �18 FIXED PANEL 90° CORNER RECEIVER �B RETAINER, 9/16 (6063-T6 AL) (6063-T6 AL) ® I NO CNANGES tHIS SNEET. 1 �9 90° OUTSIDE CORNER ASTRAGAL (6063-T6 AL) 1.498" 5.621 " 0.13 4" �20 90° INSIDE CORNER ASTRAGAL (6063-T6 AL) 0' Zia �gjojrfmomcv 1.303" 0.885" 0.325" INTERLOCK 65 SCREW COVER (6d63-T6 AL) No.58705 tTEF (U �O AL 'E,.\ A. LYNN M(LLER, P.E. P.E.# 58705 _I Fiber -Classic & Smooth -Star* COMPOSITE EDGE GLAZED FIBERGLASS SINGLE DOOR INSWING/OUTSWING "IMPACT" GENERAL NOTES z z 1. This product has been evaluated and is in compliance with the 7th Edition p ? d (2020) Florida Building Code (FBC) structural requirements excluding the "High = Q - Velocity Hurricane Zone' (HVHZ). � LU EO 0 "' CN u., 2. Product anchors shall be as listed and spaced as shown on details. Anchor LU °- i a LU embedment to base material shall be beyond wall dressing or stucco. < .4 U_ 3. When used in areas requiring wind borne debris protection this product complies with FBC Sections 1609.1.2 & R301.2.1.2 and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E1996 and FBC Sections 1609.1.2.2 & R301.2.1.2.1. 4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 6. Fiber -Classic & Smooth -Star Door panels require the use of "Y part numbers and must be stained or painted within six months of installation. TABLE OF CONTENTS SHEET# DESCRIPTION 1 Typical Elevations, Design Pressures & General Notes 2 Door Panel Details 3 Elevations 4 Horizontal & Vertical Cross Sections (2X Buck) 5 Horizontal & Vertical Cross Sections (1X Buck) 6 1 Horizontal & Vertical Cross Sections (Direct to Masonry) 7 Vertical Cross Sections (Thresholds) 8 Buck & Frame Anchoring 9 Hardware Details 10 Glazing Details 11 Components 12 Bill of Materials r_ 37.75' MAX. FRAME WIDTH DESIGN PRESSURE (PSI) DESIGN PRESSURE (PSI) CONFIGURATION INSWING OUTS WING POSITIVE NEGATIVE POSITIVE NEGATIVE X +50.0 -50.0 1 +50.0 -50.0 See Sheet 3 for Hardware Specifications o z llil P1 till CCN v' Xt jg,e.-* _j LL �y� s ;; ¢ ` t 0) >>Mz O M 0 cD} U N IDZ 00Z� o Em m ID ins O o a. m n:aILL m ID C 0 z E o o cw o _>j,a 0 w oQ oz 4U rY } J CO Q� w w F DOIn Q Cn 12 J� v W oN � 0 w a. Q a � LU z NQI_o( nd0V) OOtYpp�O o0� 0 000 �aaQ� DATE: 08/02/16 SCALE: N. T. S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-20468.10 1 of 12 ..V11111//►.. 0.698" GI EXTERIOR 0.5' �' •� ''�� r :U'z° 41:0ZK r. IL °> n COMPOSITE ��,�� • �� ° Q1 m •�. z °°irn a CAP ��ii� •i;♦♦� . � o � o COMPOSITE HINGE STILE INTERIOR LOCK STILE ��ll i �1 t1� In CT — CAP (ENGINEERED WOOD) (ENGINEERED WOOD) c�v m'' °v cMv 00 m 1 HORIZONTAL CROSS SECTION N ° °' -0z x z 0 ino t N1) 5 0 s m 0.406" 3.6" a m a a 0.698 Gl EXTERIOR 0 �6' TOP RAIL v° Z . (COMPOSITE/ENGINEERED a o T= i WOOD) COMPOSITE - v CAP o w COMPOSITE HINGE STILE INTERIOR LOCK STILE `t o 01 CAP (ENGINEERED WOOD) (ENGINEERED WOOD) o o V) m Q 2 HORIZONTAL CROSS SECTION FOAM CORE _ � � Z (POLYURETHANE- ~m a o 1.9 PCF MIN.) EL o 0 36.0" MAX. DOOR 35.813" MAX. DOOR 35.813" MAX. DOOR PANEL WIDTH PANEL WIDTH PANEL WIDTH 0 a 2 2 2 _j m INTERIOR EXTERIOR m o 0 v INTERIOR EXTERIOR ELzCN ci m GI ONwN (/> S S S wWLOO -� 0 co w 'D w w 10 n a uiii� > S S S p LOOf Lv w w Z w 2 p� p Lip a 2 0 ¢ 2 o Q 2 � °�" 0 of 0 x L0 0 x x 0- 8 a- o Q Q oo FIBERGLASS SKIN o° <t Q X 0 —Ax O x O o (0.082" THK.) o N ro Lti 0 0 0 to Q t N o moo �o o a01 ( BOTTOM RAIL I v "' N oz -1.71" (COMP.) 1.71" --I DATE: 08/02/16 \ \ \ SCALE: N. T. S. 3 VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION DWG. BY: JK 0 2 2 CHK. BY: LFS D D D DRAWING NO.: DOOR PANEL DOOR PANEL 42 DOOR PANEL FL-20468.10 40 BOOK �� Hybrid Door U1 Door SHEET 2 OF 12 ..�Illlill�,. KNOB: SIGNATURE SERIES I KWIKSET I DEADBOLT: SIGNATURE SERIES (9$Dj HOPPE MULTIPOINT : MPDGART (THERMA-TRU) (3 pt. Manual Tongue) ' rn •�',�V�'-' Un V • � T , � 0 �01'rc t 0� J n - � rn M ' •yy� orno0 Z o 0-0C O n % CV mT U N d' E o) Z o Z ® U* m C W a` m� co O oc m LL m aa� E 0 o U CW O Jed {I rw Fiber-Classic/Smooth-Star Door Panel Options Products approved include all embossed and recessed panel doors. Similar glazed panel configurations are allowed. Panels shown are for illustration and are representative only. or O �o a:o z (n co J CO o Q W �J W t=— Co C/) 4 U O W O O tY Q a 0- m p O U Z U Q m O Z O O n O 5' z O tV CL N W Z Li W T d 1� (L J Li CD O O 1- Q p CE H 0 Z Q <� DATE: 08/02/16 SCALE: N. T. S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-20468.10 SHEET 3 OF 12 .��Ilillti,. 1-1/4" MIN. EMB. (TYP.) E B C d ./ p a 23 0 0.16' C-SINK T in lJ 24 EXTERIOR 29 40 41 42 2 HORIZONTAL CROSS SECTION 4 Shown w/ 2X Buck Outswing shown (Inswing similar) 1 VERTICAL CROSS SECTION 4 Shown w/ 2X Buck Outswing shown (Inswing similar) 11i D 0 3 HORIZONTAL CROSS SECTION 4 Shown w/ 2X Buck Outswing shown (Inswing similar) 1 15" MIDI I M z° Q::K -' n .III .•, .,��``ti 0 rn 0) a z o Z o� tn` U 0441 .� ACV N o d 0 X Z o E 0) Z O m — 7• 75 Cl, Q C W o O d' J O n. NK) 0 a 5 z p maaLZ r ID �Z CW o o 3a AIN. YP.) Y JU V m O: L1 0 F Q� W� �Z QV) (n w� J W Z ONE FZw m N a 0 =o o 0 Q U CZ 6 05. O. z O Nary WIN W W a Ui O O p U O 0_ W Q Z 0- Q � Q Q Q I DATE: 08102116 SCALE: N. T. S. DWG. BY: JK I CHK. BY: LFS DRAWING NO.: FL-20468.10 SHEET 4 OF 12 1-114" EMB. Ji 1r.) e o ° A 1 X Buck to be secured to masonry by others 2 HORIZONTAL CROSS SECTION S Shown w1 Xsub-buck Outswing shown (Inswing similar) Z 40141 X42 EXTERIOR INTERIOR xx 1 VERTICAL CROSS SECTION $ Shown w/ 1 X sub -buck Outswing shown (Inswing similar) C 3 HORIZONTAL CROSS SECTION 5 Shown w/ 1 X sub -buck Outswing shown (Inswing similar) ;:• ''.j: aj aj C, • st In < •may` Z?j M .• ��, R cG I' ®� z �4.L_,j r i• 'i .• ''A^ O) 07 _ ,y•` F ornao 'ice �•�'•.�� Y.. `` Q .L rn rn Z jtj 11111 �� z C ao N fD N T •• I CD U Ern z XZ� m 0 O U ? 0 � C W D n. �� Ora m n: n. Cz >W a Jn 'MIN. (TYP.) J u �m (� 0 QC� r -dz (n J m W� �m W ZW 0V) a o o J-o of o � U <r mo o" Z U Q m Z p O n p O Z N a N W LU W Z a U, n JO Q OO p O W OO Q 0 o H aL C)za- :)[YQQZ) DATE: 08/02/16 SCALE: N. T. S. DWG. BY: ,JK CHK. BY: LFS DRAWING NO.: i FL-20468.10 SHEET 5 OF 12 .U1111i.. it U9:mCF, 1 VERTICAL CROSS SECTION Shown Direct to Masonry Outswing only w/ 4-9/16'jamb 2 HORIZONTAL CROSS SECTION 6 Shown Direct to Masonry Outswing only w/ 4-9/16' jamb Q LIVID. I i I V .) 3 HORIZONTAL CROSS SECTION 6 Shown Direct to Masonry Outswing only w/ 4-9/16" jamb M E 1.5 % N : z ... �i;:(O rn M MAX. Lo C 1 � UN..w v 0 x Z m g EZ a x 40 41 42 75 o - C W "' IIL ° m a a �LL cZ E a � l v C W F, Y ,j� EXTERIOR INTERIOR JT0: JZ 4 VERTICAL CROSS SECTION Q O 6 Shown Direct to Masonry o o �! Outswing only w/ 6-9/16' jamb o m Q Lu W O QJ F m ¢ NCO O �O 0 of W Co X -Cr 0 d CMD. (I T r.) 5 HORIZONTAL CROSS SECTION 6 HORIZONTAL CROSS SECTION 6 Shown Direct to Masonry 6 Shown Direct to Masonry Outswing only w/ 6-9/16' jamb Outswing only w/ 6-9/16' jamb m Z U 0 L ZOO n 0 O Z N O N I j O Z W " 0- QI-O n � C) V) co O O CI W �O �00U � IW- D- p z CI- :3 < :D DATE: 08/02/16 SCALE: N.T.S. DWG. BY: JK I CHK. BY: LFS DRAWING NO.: I FL-20468.10 SHEET 6 OF 12 Notes: I. Sill Item #'s 17, 18, 32, 34, 35, 36, 37, 38 & 39 are attached to jambs w/ (3) #8 X 2-1 /2" pfh screws at each end. Sill Item #'s 16 & 33 are attached to jambs w/ (2) #8 X 2-1 /2" pfh screws at each end. Sill Item # 15 is attached to jambs utilizing (2) # 10 X 2" pph screws at each end. MEMO SEE NOTE 1 EXTERIOR E• 38 139 X 32 ° p ° n 1 VERTICAL CROSS SECTION 7 Inswing Sill 3 VERTICAL CROSS SECTION 7 Outswing Sill 2 VERTICAL CROSS SECTION 7 Inswing Sill MEMIM SEE NOTE 1 INTERIOR 10 p p c ep c ° ° D p 4 VERTICAL CROSS SECTION 7 Public Access Sill `%1 ... — • sm u� in d)•�7 Z 0�ILL rn to ornao ''ice , • :�i� `�'' a ` 0; 0) LO pvC i Z C OD oV C m UN •• v° E rn Z l) x 0 tO O col) W a Nr0 > qtm ,) tL m 0. a. ti- o CZ o CW S 3'a 0 IrC) 0� {Of,_C3 O� to [Y S J g Q� O Ln �Z m c U W 0 W D Cf) 0 W a Q a mo o� U m Z Q 0�- ZO N d N N W Z z o W W O n�-j W co �j OLY�O co F- O U t-- O c, o H a. a. r 0 CL DATE: 08/02/16 C SCALE: N. T. S. - DWG. BY: JK a CHK. BY: LFS 3 Q DRAWING NO.: � FL-20468.10 SHEET 7 OF 12 co 3 a 6 co 0 N J 0 N O v v m .3 m v 0 Q E 0 v g. Ln Ln v co F co 0o LD 0 CL i 0 o. Q 0 a a 0 LL z z Q a 2 ro E a V `c a 2X BUC MASONRY (TYP.) 2X BUCK ANCHORING 2X BUCK IN 1 X BUCK BUCKDIRECT TO MASONRY HEAD & JAMBS FRAME (TYP-) FRAME ANCHORING (3) #8 x 2-1 /2" PFH WS JAMB TO HEAD DETAIL (TYP.) .• to .. to ��3j M fit; t, 0) to y� Cn '��.. r�i �• •• •• .- t- 0mco �� zz 0 rn •- O M � O m U N CV 0 u �_ 0 X z 0 o Em Z m CL -0 C] c w aU ct J_ U)M a -� 54rm m a. a. w E w o cZ c0i > 4i 0 31a: U Z 0 � z U �O ¢ �o ico W <t(n j ZE Of Ew m V) z Lz- Q Q U 0 Y � O U z Q m al I cL mo am zUQti. t-- OzpOi� O O ^ z O N a iV N z (n Z W W 7 pQ W O to OO�pC] CO to UO IW- ao�IW- � CJ CJ � OQ Z) O 4 Z)I Z � � ~ W Z o �Q F Z O U It r4) N —0 Z DATE:08/02/16 Z SCALE: N.T.S. u DWG. BY: JK In CHK. BY: LFS DRAWING NO.: FL-20468.10 0 SHEET $ OF 12 i a W, 14 O Q. ' ,'` CO co 0 to W III SEE HINGE _N O N O N.: %� z° �;� O 0) DETAIL (TYP.) 06 ,i •' I:I 1 0 � 00 2X BUCK 28 ///ttt 111t �� M z z o CO • o o m .. 1 X BUCK G N m U N o rn N v v a o Z 0 DIRECT TO M O 2f� °- 0- o ? C 0 m o W MASONRY L. p p m p SEE TONGUE U) M O 0 CL w ;i, ;n O O b i 0 STRIKE DETAIL m a a m +1 2X BUCK 25 E oz ib 1X BUCK (', o _ C"'i. °° �,a 27 DIRECT TO M -- MASONRY O O Cie O LATCH & DEADBOLT DETAIL "' _`? m o to a o =' N N LY p W Kwikset 2X BUCK L i v, p gg w • N SEE LATCH t 1 X BUCK G z� w & DEADBOLT -- -- p DIRECT TO F'm (n DETAIL CL NZ Oe °= M LL 4 SEE LATCH MASONRY = O O `>- O & DEADBOLT Cl) 31 0 o 2X BUCK L m o o n o N N DETAIL N o cr_ Qf 1 X BUCK G $ ii � DIRECT TO TONGUE STRIKE DETAIL M Mu tipoin Loc -j ZE m MASONRY SUB STRIKE D PLATE m 0 0 �C)6 RT O 8 ZObt\ STRIKE JAMB HINGE JAMB STRIKE JAMB a �., 8 Latch and Deadbolt Multipoint Lock 2X BUCK L o o Z z • 1XBUCK G =U' 22 zar o 25 ~ a ¢J8G W 2X BUCK DIRECT TO o Ln Of MASONRY M o 0 0 o 1 X BUCK G p 27 L 2X BUCK 30 w o o Z w DIRECT TO M $B 29 1 X BUCK a o � MASONRY G Q Q z DIRECT TO LATCH & DEADBOLT DETAIL M H & DEADBOLT DETAIL DIRECT TO ® M MASONRY LATCH toQ F MASONRY o Schlage Mu ipoint Loc ^ o o o 24 '' 23 I I- 0 0 �i N z U LATCH & DEADBOLT STRIKE DETAILS DEADBOLT STRIKE DETAILS MULTIPO►NT LOCK STRIKE DETAILS DATE: 08/02/16 z SCALE: N. T. S. (Secu(ty Deadbolt Strike Plate) HINGE DETAIL DWG. BY: JK m CHK. BY: LFS 3 DRAWING NO.: FL-20468.10 0 SHEEP 9 OF 12 N ..111111111R. 0 EXTERIOR CELLULAR GLAZING TAPE DOW 995 OR SIKA 552 1 /2" GLASS BITE 1"THK. GLASS 1 /8" TEMPERED GLASS 1 /2" AIR SPACE 5/32" ANNEALED GLASS 0.090" PVB INTERLAYER (SAFLEX OR KURARAY BUTACITE) 1 /8" ANNEALED GLASS #10X 1-1/2"PPHSMS \ INTERIOR 3A SWIGGLE GLAZING SPACER G1 GLAZING DETAIL Aluminum Impact Ute Frame Door Panels & Sidelites 3A ALUMINUM FRAME Aluminum Impact Lite Frame Door Panels & Sidelites 20.88" D.L.O. WIDTH ALUMINUM LITE FRAME a- INTERNAL GRID (GBG) PRIVACY INSERT WROUGHT IRON INSERT 1" LAMINATED INSULATED IMPACT GLASS INSERT OPTIONS 1-1/2" PPH SMS (TYP.) ISERT i . A. M 0 �► • • Gj .- �`• o 'i �•'•, •�` rnCO zz 00;0) to ♦ ♦/� P 1` j > M z /t I11\ z o 00 N dj' U N ; N X Z m Z 0 ir A n o 0 m C W 75 Q 5 �1m a N It CID 0:aLL LL C Q C Z o CW o ->j,a Of O ,-o w i Lo �� J c� Ve WU I=— W : Uj U) z IV CO u a D- 0 to o 12� <c a 0- DATE: 8102116 SCALE: N. T. S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-20468.10 SHEET 10 OF 12 1[ ..�1111it►i.. 7.59" 7.5" LO r- -- to N 32 INSWING THRESHOLD Inswing Basic Composite Adjustable Sill 7-1 /T 4.56" E0 LO 33 INSWING THRESHOLD Inswing Basic Fixed Sill — 5.75' co 34 INSWING_ THRESHOLD Inswing Moderate Climate Sill 1-3/6' 35 INSWING THRESHOLD Inswing Moderate Climate Sill 5.75" 36 INSWING THRESHOLD Inswing Basic Fixed 5-3/4"Sill 37 INSWING THRESHOLD Inswing Basic Fixed 7-1 /2" Sill 38 INSWING THRESHOLD Inswing Composite Adjustable Sill 39 INSWING THRESHOLD Inswing Basic Composite Adjustable Sill 00 q CO �, �1 PUBLIC ACCESS THRESHOLD (---1.79" -- i v 0 8 SWEEP c 4.56" 0 I-—2.36"� WOOD JAMB OUTSWING THRESHOLD ° Composite Sill 1 OUTSWING THRESHOLD Composite / Aluminum Sill o10UTSWING THRESHOLD ° Composite / Aluminum Sill (Thermal Break) I--1.92" 2.06" o. 00 - 9 SWEEP C:)10 SWEEP CD C) :• �.:� Z N N N' 7� 5 ® §..�: c O ZE tJ r� Utz U) z C; O V) 1 j U N O x Z 0 z o w Ern m j U-* _J O Q N to LA m a.D-m i C o > cw i 3'n. O � w z V g m CL g ~m W U Q v o O a X a U Fes- Z U m O m �zoo� oo. zo NCL N WN A-• wwL0 LJ =J W co C) C:, 4 �QQCL DATE: 08/02/16 SCALE: N. T. S. DWG. BY: ,JK CHK. BY: LFS DRAWING NO.: FL-20468.10 SHEET 11 OF 12 .�'►111t1r,,. BILL OF MATERIALS BILL OF MATERIALS ITEM # DESCRIPTION MATERIAL ITEM # DESCRIPTION MATERIAL A 1 X BUCK (SG >= 0.42) WOOD 25 #8 x 2-1 /2" PFH WOOD SCREW STEEL B 2X BUCK (SG >= 0.42) WOOD 26 #8 x 5/8" PFH WOOD SCREW STEEL C 1 /4" MAX. SHIM SPACE - 27 LATCH STRIKE PLATE STEEL D 1 /4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL 28 DEADBOLT STRIKE PLATE (STANDARD) STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 28A DEADBOLT SUB STRIKE PLATE STEEL 28B DEADBOLT STRIKE PLATE (SECURITY) STEEL G 3/16" X 3-1 /4" ITW CONCRETE SCREW STEEL 29 4" X 4' HINGE STEEL J 1 /4" X 3-3/4' PFH ELCO OR ITW CONCRETE SCREW STEEL 30 LATCH & DEADBOLT STRIKE PLATE (TONGUE SYSTEM) ALUM/COMP L # 10 X 2-1 /2" PFH WOOD SCREW (1.15" MIN. EMBEDMENT) STEEL 31 MULTIPOINT STRIKE PLATE (TONGUE SYSTEM) ALUM/COMP M 3/16" X 2-1 /4' ITW CONCRETE SCREW STEEL 32 INSWING THRESHOLD ALUM/COMP N 3/16" X 2-3/4' ITW CONCRETE SCREW STEEL 33 INSWING THRESHOLD ALUM/COMP 1 JAMB (FINGER JOINT PINE) WOOD 34 INSWING THRESHOLD ALUM/COMP 6 WEATHERSTRIP (MEDIUM REACH) FOAM 35 INSWING THRESHOLD ALUM/COMP 7 WEATHERSTRIP (LONG REACH) FOAM 36 INSWING THRESHOLD ALUM/COMP 8 SWEEP VINYL 37 INSWING THRESHOLD ALUM/COMP 9 SWEEP (USE w/ MODERATE CLIMATE THRESHOLD) VINYL 38 INSWING THRESHOLD ALUM/COMP 10 SWEEP (USE w/ PUBLIC ACCESS THRESHOLD) VINYL 39 INSWING THRESHOLD ALUM/COMP 15 PUBLIC ACCESS THRESHOLD ALUM 40 DOOR PANEL (BOOK) - 16 OUTSWING THRESHOLD ALUM/COMP 41 DOOR PANEL (HYBRID) - 17 OUTSWING THRESHOLD ALUM/COMP 42 DOOR PANEL (U 1) - 18 OUTSWING THRESHOLD ALUM/COMP 22 #8 x 3/4" PFH WOOD SCREW STEEL 23 # 10 x 3/4" PFH WOOD SCREW STEEL 24 # 10 x 1" PFH WOOD SCREW STEEL X .. %N ' •C*+ o tA: o z Ile N CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar joints. 2. Concrete anchor locations noted as 'MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR :MIN. MlN. CLEARANCE MIN. CLEARANCE: TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR ITW ® TAPCON 1/ 4" 1-1/4" 2" 4" ELCO 0 1/ 47 1-1/4" 1" 4" ULTRACON 0 3/16" 1-1/4" AS SHOWN 1-1/2" TAITW WOOD SCREW INSTALLATION NOTES: I. Maintain a minimum 518" edge distance, 1"end distance, & 1"o.c. spacing of wood screws to prevent the splitting of wood. •+r 7:tK �V > > , Z z o �1 U N r 0 00 o z on Z Ir a -C Pot C tsl a NM 5 gzoI It in a.aU- 0ZC V C 11I (...y.+ 0 -''a m Z 3 O l� LUWo I, a --i UJ tp m� 000�o LQoQ� oza o�<< o00N �co NF Q z DATE: 08/02/16 SCALE: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-20468.10 MIAMI•DADE MIAMI-DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/building PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PW7720A" Aluminum Fixed Window - L.M.I. APPROVAL DOCUMENT: Drawing No. MD-7720A.1, titled "Fixed Window Installation Guidelines", sheets 1 through 10 of 10, dated 04/12/13, with revision E dated 03/11/20, 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 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 18-0430.05 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 20-0401.10 Expiration Date: February 19, 2024 Approval Date: August 06, 2020 7/28/20 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 08-1112.09) 2. Drawing No. MD-7720A.1, titled "Fixed Window Installation Guidelines", sheets through 10 of 10, dated 04/12/13, with revision D dated 03/16/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 18-0430.05) B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super Spacer® NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 16-0629.14) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 13-0502.03) 3. 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 an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 a 07/31/03 respectively, ned and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.02) Manuel Perez, P.E. Product Control E i r NOA No. 20 0401.10 Expiration Date: February 4 Approval Date: August 06, 2020 E - 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 611 Edition (2017), prepared by manufacturer, dated 04/19/18, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 18-0430.05) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayer" dated 06/25/15, expiring on 07/04/18. 3. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers with Option II exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers - Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property - Compression Set for 22 HRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb./ in. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 61h Edition (2017), dated April 20, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 18-0430.05) 2. Statement letter of no financial interest, dated April 20, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 18-0430.05) 3. Proposal No. 17-1508 issued by the Product Control Section, dated November 16, 2017, signed by Jorge Plasencia, P.E., Produ Control Unit Superviso (Submitted under NOA No. 18-0430.05) Manuel Perez, P.E. Product Control Er NOA No. 20iZ? Expiration Date: February Approval Date: August 06, 2020 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED) 4. Proposal No. 16-1372B issued by the Product Control Section, dated 11/09/16, signed by Manuel Perez, P.E (Submitted under NOA No. 17-0614.11) 5. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted under NOA No. 17-0614.11) 6. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 13-0502.03) 7. Laboratory compliance letter for Test Reports No. FTL-3834 and FTL-3847, dated 07/30/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.01) G. OTHERS 1. Notice of Acceptance No. 17-0614.11, issued to PGT Industries, Inc. for their Series "PW-701/720/820" Aluminum Fixed Window — L.M.I., approved on 10/12/17 and expiring on 02/ 19/ 19. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. MD-7720A.1, titled "Fixed Window Installation Guidelines", sheets 1 through 10 of 10, dated 04/12/13, with revision E dated 03/11/20, 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 6) Forced Entry Test, per ASTM F588 and TAS 202-94 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.: WV Manuel Perez, P.E. Product Control E i er NOA No. 2 0401.1 Expiration Date: February 4 Approval Date: August 06, 2020 E-3 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED (CONTINUED) B. TESTS (CONTINUED) 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, RE C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6tn Edition (2017), prepared by manufacturer, dated 04/19/18 and revised and updated to the FBC 7t' Edition (2020) on 03/19/20, signed and sealed by Anthony Lynn Miller, P.E. 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" dated 05/09/19, expiring on 07/08/24. 2. Notice of Acceptance No. 18-0725.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas® XtraTM (SGXTM) Clear Glass Interlayer" dated 05/23/19, expiring on 05/23/24. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6" Edition (2017) and the FBC 7' Edition (2020), dated March 10, 2020, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated March 10, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 19-1155 TP issued by the Product Control Section, dated January 10, 2020, signed by Ishaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No. 18-0430.05, issued to PGT Industries, Inc. for their Series "PW7720A" Aluminum Fixed Window — L.l�1.I., approved on 08/23/l�attd expiring on 02/ 19/24. `--j , A — /J � Manuel Perez, P.E. Product Control Ex . r NA No. 20 0401.10 Expiration Date: February , 2 Approval Date: August 0 , 2020 E-4 GENERAL NOTES: SERIES PW7720A IMPACT -RESISTANT FIXED WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. I WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. 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. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). A SHEET 6 �L 12" MAX. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL O.C. DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) MAX. 1/4" SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE 0 OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 6-1/2" MAX. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL/ CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM El300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FTL-3835, 3850, 7212 & 18-7763; ELCO ULTRACON NOA; DEWALT ULTRACON + NOA; DEWALT/ELCO CRETEFLEX NOA; ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN MANUAL. 10) THE 7720A SERIES WAS FORMERLY CALLED THE 7201820 SERIES. CODES / STANDARDS USED: • 2020 FLORIDA BUILDING CODE (FBC), 7TH EDITION • 2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION . ASTM E1300-09 • ANSI/AF&PA NDS-2018 FOR WOOD CONSTRUCTION • ALUMINUM DESIGN MANUAL, ADM-2015 • AISI S100-16 • AISC 360-16 THIS SYSTEM HAS BEEN TESTED TO MEET THE 400 FT -LB KINETIC ENERGY IMPACT LOADING REQUIREMENTS OF ANSI Z97.1 WHEN USING GLASS TYPES 6 OR 8. 49" TIP -TO -TIP WIDTH 48" BUCK WIDTH - 45-1/4" VISIBLE LIGHT WIDTH SHEET 6 -I 6-1 /2" MAX. 96" BUCK HEIGHT / 93-1 /4" VISIBLE LIGHT / HEIGHT C SHEET 7 12" MAX. O.C. 97" TIP -TO TIP HEIGHT B 12" MAX. O.C. TYP. FLANGED FRAME ELEVATION GUIDE TO SHEETS: GENERAL NOTES ........................ 1 ELEVATIONS ................................ 1 GLAZING DETAILS ....................... 2-5 DESIGN PRESSURES .................. 2-5 INSTALLATION, FLANGE... .......... 6 INSTALLATION, EQUAL -LEG ...... . 7 INSTALLATION, INT. FIN A.-........ 8 INSTALLATION, INT. FIN B........... 9 CORNER ASSEMBLY ................... 10 EXTRUSION PROFILES................10 PARTS LIST..............:....................10 TARI F 1 FIGURE 1 6" MAX. 12" O.C. MAX. r T # Description Sheet 1 7/16" Lami (3/16" An - .090" PVB - 3/16" HS) 2 2 7116" Lami (3/16" HS - .090" PVB - 3/16" HS) 3 3 1-1/16" Lami. IG (3/16" T - 7/16" Air - 3/16" An - .090" PVB 4 1-1/16" Lami. IG (3/16" T - 7/16" Air - 3/16" HS - .090" PVB - 3/16" HS) 3 5 7/16" Lami (3/16" An - .090" SG - 3/16" An) 4 6 7/16" Lami (3/16" HS - .090" SG - 3/16" HS) 5 7 1-1/16" Lami. IG (3/16" T - 7/16" Air - 3/16" An - .090" SG - 3/16" An) 4 8 1-1/16" Lami. IG (3/16" T - 7/16" Air - 3/16" HS - .090" SG - 3/16" HS) 5 48" BUCK WIDTH 45-114" VISIBLE LIGHT WIDTH r—D, SHEET I I Ly D --^� DESIGN PRESSURE RATING IMPACT RATING VARIES, LARGE & SMALL MISSILE SEE SHEETS 2-5 IMPACT RESISTANCE -� 6" MAX. C 96" BUCK HEIGHT 93-1/4" VISIBLE LIGHT HEIGHT 48" BUCK WIDTH 45-1/4" VISIBLE LIGHT WIDTH F, SHEET 8 2 MAX' H. SHEET 9 E, SHEET 8 G, SHEET 9 i L--------- I 5" MAX. _ O.C. I �— 12" MAX. O.C. 2" MAX. TYP. EQUAL -LEG FRAME FI F\/ATInN] "SG" = "KURARAY SENTRYGLAS� INTERLAYER" BY KURARAY AMERICA, INC. "PVB" = "KURARAY TROSIFOL® PVB INTERLAYER" BY KURARAY AMERICA, INC. 0 E, G 93-1 /4" VISIBLE LIGHT HEIGHT 96" BUCK HEIGHT -►F,H 5" MAX. O.C. TYP. FIN FRAME PI F\/ATInNI SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-5. ANCHOR SPACING TO BE 6" MAX. FROM CORNERS AND 12" O.C. MAX. FOR ALL CURVED FRAME MEMBERS, SEE FIGURE 1, THIS SHEET. WIDTH WIDTH WIDTH WIDTH �^{ �r--- ----I T ----� T �W W �w _ �-�WIDTH-�-� w _ ��- WIDTH-+- w w J_ �-�- WIDTH -+-� T 9 w _ WIDTH -"-� 0 IL - WIDTH -•-{ T 0 J E) UPDATED TO FBC 2020, REVISED ANCHOR TYPE TABLE. JR - 03/11/20 ch Y W W T j nab r- O ti O C) a}Dp Chi 0 co W �a uMDJp O_j z LL O Q z J ❑ 2 T_ �j W U U o ❑ 'ON oma FW- Z ia' ❑ o O Z O oz rn g > W O J Q J �- WW }aa4S � cli Z W Wcn O O O z I.._. ❑ Z Z atDaS N L J w W W X z w ti C0 � alpl 'asap lGapas t 11111/// �r btG -I Sl_ �i. No.53705 _ 7Ti _ �.' i/l1ttlllttt, A. LYNN MILLER, P.E. P.E.# 58705 TABLE 2 Window Design Pressure (+/_, psf) for Glass Type 1 Long Side, Ti to Ti in 68-7/8 73 77 81 85 89 93 97 101 105 110-1/2 31 +1-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 33 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 35 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-79.8 +/-79.4 37 +/-80 +/-80 +A80 +/-80 +/-80 +/-80 +1-79.7 +/-77.2 +/-75.1 +/-73.4 +/-72.2 39 +/-80 +/-80 +/-80 +/-80 +/-80 +/-78.1 +/-75.2 +/-72.5 +/-70.3 +/-68.5 +/-66.3 41 +/-80 +1-80 +/-80 +/-79.8 +/-77.2 +/-74.3 +/-71.3 +/-67.9 +/-65.1 +/-63.4 +/-61.6 c 43 +/-80 +/-80 +/-80 +/-77.4 +1-74.3 +/-71.3 +/-68.2 +/-64.7 +/-61.6 +/-59.8 +/-58.2 I= 45 +/-80 +/-80 +/-78.9 +/-75.4 +/-72.1 +/-68.9 +/-65.6 +/-62.2 +/-59.7 +/-57.5 47 +/-80 +/-80 +/-77.2 +/-73.6 +/-70.1 +/-66.8 +/-63.5 +/-60.3 +/-57.7 n i= 49 +/-80 +/-79.3 +/-75.6 +/-71.9 +/-68.3 +/-64.9 +/-61.5 +/-58.2 51 +/-80 +/-77.5 +1-74.1 +/-70.3 +/-66.7 +/-63.1 +/-59.7 ° 53 +/-79.1 +/-75.6 +/-72.4 +/-68.8 +/-65.1 +/-61.5 0 55 +/-77.4 +/-73.8 +/-70.5 +/-67.3 +/-63.5 57 +/-75.8 +/-72 +/-68.6 +/-65.3 59 +/-74.2 +/-70.3 +/-66.8 61 +/-72.7 +/-68Y +/-65 63 +/-71.2 +/-67.1 65 +/-69.7 +/-65.5 67 +/-68.3 68 718 +/-67 1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. TABLE 3: Window Design Pressure (+/-, psq for Glass Type 3 Long Side, Tip to Tip (in) 68-7/8 73 77 81 85 89 93 97 101 105 110-1/2 31 +/-80 +1-80 +/-80 +/-80 +/-80 +1-80 +/-80 +1-80 +/-80 +/-80 +/-80 33 +1-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-W 35 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-W +/-W 37 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +1-80 39 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +1-80 +1-80 +/-79.4 +/-76A +/-74.3 41 +1-80 +/-80 +1-80 +/-80 +/-80 +/-80 +/-80 +/-76.7 +/-73.5 +/-70.9 +/-69 43 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +1-77 +1-73.1 +/-69.6 +/-66.9 +/-65.2 a i= 45 +1-80 +1-80 +/-80 +/-80 +/-80 +/-77.8 +/-74.1 +/-70.3 +/-6T5 +1-63.9 0 47 +1-80 +/-80 +/-80 +1-80 +/-79.2 +/-75.4 +/-71.7 +1-68.1 +1-65.1 Q i- 49 +1-80 +1-80 +/-80 +/-80 +/-7T2 +1-73.3 +1-625 +1-65.8 6 51 +1-80 +1-80 +1-80 +1-79.4 +/-75.3 +/-71.3 +/-67.5 53 +1-80 +/-80 +/-80 +1-7T7 +/-73.5 +/-69.5 55 +/-80 +/-80 +/-79.6 +/-76 +/-71.8 57 +/-80 +/-80 +/-77.5 +/-73.8 59 +1-80 +/-79A +/-75.4 61 +/-80 +1-7T6 +/-73.5 63 +/-80 +/-75.8 65 +/-78.8 +/-74 67 +/-77.2 68-7/8 +1-74.9 1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 7/16" LAMINATED I GLASS STACK .090" PVB INTERLAYER 6" HEAT STRENGTHENED GLASS 3/16" ANNEALED GLASS 4 11 5/8" I+- LONG SIDE GLASS BITE 1-3 T- �^ SHORT / EXTERIOR "' SIDE 20 13 GLASS TYPE 1 I-®- LONG SIDE -►{ SHORT SIDE TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1-1/16" NOW GLASS STACK 7/16" LAMINATED I GLASS STACK 3/16" HEAT 3/16" TEMPERED GLASS STRENGTHENED GLASS 3/16" ANNEALED GLASS 7/16" AIR SPACE EXTERIOR a GLASS TYPE 3 .090" PVB INTERLAYER 5/8" GLASS BITE SHORT SIDE LONG SIDE Lj J _ I SHORT I` �1 SIDE E) NO CHANGES THIS SHEET. y JR - 03/11/20 a m Y W W > `- N U) Tj nab O 0N N O '' .I J U) W 1- I; a O o LL Z p Z (o _! UM DJ(] =LLj- W UUo W z 00 'ON LU C) 9Ma CD Z p W J J ¢ LL. O CN Q � ;aa4S co U) Z W Z O O C/) Z q� 0 0 Z � a'oaS N H a z W W W W X W LL o a aml -3sa0 sa �aS 0\,tIIII111/ r/ NO, 58705 A 13 ' �`�;AFECIw 4� � , tip � • ..... � ° %�^ �4S Jlf�dj 1VAL1 A. LYNN MILLER, P.E. P. E.# 58705 TABLE 4: Window Design Pressure (+f-, psf) for Glass Types 2 & 4 Long Side, Tip to Tip (in) 68-7/8 73 77 81 85 89 93 97 101 105 110-1/2 113 117 121 125 129 133 137 141 145 31 +/-80 +/-80 +/-80 +1-80 +/-80 +1-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +1-80 +/-80 33 +/-80 +1-80 +/-80 +1-80 +/-80 +1-80 +/-80 +/-80 +/-80 +1-80 +/-80 +1-80 +/-80 +/-80 +/-80 +/-80 +1-80 +I-80 +/-80 +1-80 35 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +1-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 37 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +1-80 +/-80 +/-80 +/-80 39 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 41 +/-80 +1-80 +1-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 43 +/-80 +/-80 +/-80 +1-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 Q 45 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +1-80 +/-80 +1-80 47 +1-80 +/-80 +/-80 +1-80 +/-80 +/-80 +/-80 +/-80 +/-80 O- E 49 +/-80 +/-80 +/-80 +1-80 +1-80 +1-80 +/-80 +/-80 51 +/-80 +/-80 +/-80 +/-80 +/-80 +1-80 +/-80 06 06 53 +1-80 +/-80 +/-80 +/-80 +/-80 +/-79.1 Iff 55 +/-80 +/-80 +/-80 +1-80 +/-78-6 0 57 +/-80 +/-80 +/-80 +1-79-1 59 +/-80 +/-80 +/-80 61 +/-80 +/-80 +1-79.3 63 +/-80 +/-80 65 +/-80 +/-80 67 +/-80 68-7/8 +1-80 1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 7/16" LAMINATED GLASS STACK 3/16" HEAT STRENGTHENED GLASS 090" PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS 5/8" GLASS BITE 1-1 /16" NOM. GLASS STACK �I 7/16" LAMINATED Ilv— GLASS STACK 3/16" TEMPERED GLASS ® 3/16" HEAT STRENGTHENED GLASS 3/16" HEAT STRENGTHENED GLASS 7/16" AIRSPACE -� 1 0 J______•090" PVB INTERLAYER 5/8" GLASS BITE TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE T I-•— LONG SIDE T SHORT SIDE SHORT SIDE I� EXTERIOR EXTERIOR I , LONG SIDE —� 20 13 a 5a8 21 13 GLASS TYPE 2 GLASS TYPE 4 SHORT LONGSIDE j/ SIDE SHORT SIDE E) NO CHANGES THIS SHEET. c JR - 03/11/20 .y W M Y W naa N O �- LO i- 1— U O Q O a}op 04 Q I- U) J M W ti �e umoaQ O -j o Z LL � Z J p = W UU o W 0 W Z 00 W 'ON JMQ O >z C) O CNO J Q O M Q � }aa4S ® N Z W U) � o O (n Z H z Z_ x al°aS p I—�j a Z w C, (D X W al}(1 asaQ say -is A. LYNN MILLER, P.E. P.E.# 58705 TABLE 5: Window Design Pressure (+/-, psf) for Glass Type 5 Long Side, Tip to Tip (in) 68-7/8 73 77 78-3/4 81 85 89 93 97 101 105 109 110-1/2 37 +90/-130 +901-127.5 +90/-123.5 +90/-121.7 +90/-119.8 +90/-116.5 +90/-113.5 +90/-111 +90/-108.5 +90/-106.3 +90/-104.5 +90/-104.5 +90/-104.5 39 +90/-126.1 +901-120 +90/-114.5 +90/-112.9 +90l-111 +90/-107.5 +90/-104.5 +90/-101.7 +90/-99.5 +90/-97.7 +901-96.1 +90/-94.6 +90/-94.1 41 +90/-120.1 +90/-113.5 +90/-107.3 +901-105.2 +90/-103 +901-100.5 +90/-97.8 +90/-94.9 +90/-92 +/-89.6 +/-88 +/-86.5 +/-86 43 +90/-114.4 +90/-107.5 +90/-102.5 +90/-100.7 +90l-98.6 +90/-95.2 +901-92.2 +/-89.1 +/-85.8 +/-83 +/-81.4 +/-80.4 +/-80.1 45 +90/-108.7 +90/-102.5 +90/-98.8 +90/-97.1 +90/-94.9 +90/-91 +/-87.3 +l-84.1 +/-81.7 +/-79.7 +/-77.8 +/-76.1 +/-75.6 47 +90/-104.4 +90/-99.8 +90/-95.7 +90/-93.9 +90/-91.6 +/-87.5 +/-83.6 +/-81 +/-78.9 +/-76.7 +/-74.7 +/-72.7 +/-72 n 49 +90/-101.1 +90/-97 +90/-92.8 +90/-90.9 +/-88.5 +/-84.3 +/-81.2 +/-78.5 +/-76.1 +/-73.9 +/-71.7 +/-69.6 +/-68.9 1= 51 +90/-98.1 +90/-94.1 +90/-90;1 +l-88.2 +/-85.7 +l-82 +/-79.1 +/-76.3 +/-73:6 +/-71.2 +/-68.9 +l-66.8 +/-65.9 53 +90/-95.3 +90/-91.1 +/-87.4 +/-85.6 +/-83.3 +1-80 +/-77 +/-74.1 +/-71.3 +/-68.7 +(-66.3 +/-64 +/-63.2 n P 55 +90/-92.5 +/-88.2 +/-84.3 +/-82.9 +/-81.4 +/-78.1 +/-74.9 +/-71.9 +/-69.1 +/-66.4 +/-63.9 +/-61.8 +l-61.2 57 +/-89.8 +/-85.3 +/-61.8 +/-80.6 +/-79 +/-76.2 +/-73 +/-69.9 +/-66.9 +/-64.1 +/-61.9 +/-60.1 $; 59 +/-87.1 +/-82.8 +/-79.7 +/-78.4 +/-76.8 +/-74 +/-71.1 +/-67.9 +1-64.8 +/-62.2 +/-60.3 r 61 +/-84.6 +/-80.8 +/-77.6 +/-76.2 +/-74.6 +/-71.7 +/-69 +/-65.9 +/-62.8 +/-60.8 L 63 +/-82.5 +/-78.9 +/-74.6 +/-73.2 +/-71.4 +/-68.4 +/-65.5 +/-6Z9 +/-60.9 N 65 +/-80.7 +/-77 +/-73.6 +/-72.2 +/-70.4 +/-67.3 +/-64.4 +/-62 67 +/-79 +/-75.3 +/-71.7 +/-70.2 +/-68.4 +/-65.2 +/-62.4 68-7/8 +/-77.3 +/-73.6 +/-70 +/-68.5 +/-66.6 +/-63.3 +/-61.1 73 +/-73.6 +/-70.2 +/-66.5 +/-64.8 +/-62.9 +/-60.5 77 +/-70 +/-66.5 +/-63.2 +/-61.9 78-3/4 TT-6-.5+/-64.8 +/-61.9 +/-60.9 1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. TABLE 6: Window Design Pressure (+/-, psf) for Glass Type 7 Long Side (in) 68-7/8 73 77 78-3/4 81 85 89 93 97 101 105 109 110-1/2 31 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 33 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 35 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-136 +90l-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 37 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-128.3 +90/-125.4 +90/-122.6 +90/-120.1 +90/-118.1 +90(-118.1 +90/-118.1 39 +90/-130 +90/-130 +90/-129.4 +90/-127.5 +90l-125.4 +90/-121.5 +901-118.1 +90/-114.9 +90/-112.5 +901-110.4 +90/-108.6 +90/-106.9 +90/-106.3 41 +90/-130 +90/-128.3 +90/-121.2 +90/-118.9 +90/-116.4 +90/-113.6 +90/-110.5 +90/-107.2 +90/-103.9 +90/-101.3 +90/-99.4 +90/-97.7 +90/-97.1 43 +90/-129.3 +90/-121.5 +90/-115.8 +90/-113.8 +90/-111.4 +90/-107.5 +90/-104.2 +90/-100.6 +90/-97 +90/-93.8 +90/-92 +90/-90.9 +90/-90.5 45 +90/-122.9 +90/-115.8 +90/-111.6 +90/-109.7 +90/-107.3 +90/-10Z8 +90/-98.7 +90/-95 +90l-92.3 +90/-90.1 +/-87.9 +80/-85.9 +80/-85.4 47 +90/-118 +90/-112.7 +90/-108.1 +90/-106.1 +90/-103.5 +90/-98.8 +90/-94.4 +90/-91.5 +/-89.1 +/-86,7 +80/-84A +801-82.1 +80/-81.3 49 +90/-114.2 +90/-109.6 +90/-104.8 +90/-102.7 +90/-100 +90/-95.3 +90/-91.8 +(-88.7 +/-86 +80/-83.5 +80/-81 +/-78.7 +/-77.8 as 51 +90/-110.9 +90/-106.3 +901-101.8 +90/-99.6 +90/-96.9 +901-92.7 +/-89.3 +/-86.2 +801-83.2 +80/-80.5 +/-7T9 +/-75.4 +/-74.5 Fn 53 +90(-107.7 +90/-102.9 +90/-98.7 +90/-96.7 +90/-94.1 +90/-90.4 +/-87 +80/-83.7 +80/-80.6 +/-77.7 +/-74.9 +/-72.3 +1-71.4 0 55 +901-104.5 +90/-99.6 +90l-95.3 +90/-93.7 +90/-91.9 +/-88,3 +80/-84.6 +80/-81.3 +1-78.1 +/-75.1 +/-72.2 +(-69.8 +/-69.1 57 +90/-101.5 +90/-96.4 +90/-92.5 +90/-91 +/-89.3 +80/-86.1 +80/-82.4 +/-78.9 +/-75.6 +/-72.5 +1-69.9 +/-67.9 59 +90/-98.5 +90/-93.5 +/-90 +/-88.5 +80/-86.8 +80/-83.6 +80/-80.3 +/-76.7 +/-73.3 +/-70.3 +/-68.2 61 +90/-95.6 +90/-91.3 +/-87.7 +80/-86.2 +80/-84.3 +80/-81 +/-77.9 +/-74.5 +/-71 +/-68.7 63 +90/-92.2 +/-88.1 +80/-84.3 +801-82.7 +80/-80.7 +/-77,3 +/-74 +/-71 +/-68.8 65 +90/-91.2 +/-87 +80/-83.2 +801-81.6 +/-79.6 +/-76.1 +/-72.8 +/-70 67 +/-89.3 1 +80/-85 +80/-81 +/-79.4 +/-77.3 +/-73.7 +/-70.5 68-7/8 +/-87.3 +80/-83.2 +/-79.1 +/-77.4 +/-75.2 +/-71.6 +/-69 73 +80/-83.2 +/-79.4 +/-75.1 +/-73.2 +/-71 +/-68.4 77 +/-79.1 +/-75.1 +/-71.4 +/-69.9 78 3/4 +/-77.4 +/-73.2 +/-69.9 +/-68.8 1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT V FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 7/16" LAMINATED GLASS STACK 3/16" ANNEALED GLASS EXTERIOR a .090" SG INTERLAYER 20 1�J GLASS TYPE 5 6" ANNEALED GLASS (-•- LONG SIDE SHORT , SIDE Imo- LONG SIDE -•-) SHORT SIDE TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1-1/16" NOM. GLASS STACK 7/16" LAMINATED GLASS STACK 3116" TEMPERED GLASS 7/16" AIR SPACE EXTERIOR a GLASS TYPE 7 " ANNEALED GLASS 16" ANNEALED GLASS SG INTERLAYER t- 5/81, GLASS BITE ` I SHORT I ` �1 SIDE I� LONG SIDE _I SHORT ' l �I SIDE E) NO CHANGES THIS SHEET. JR - 03/11/20 co Y W W U) nab t O } n O O a}oQ "t .I cM U) W �e UMO-10 O -1 o Z LL ( Z J = W W H Z 00 L-) 'ON W .. 0 9MQ O ti oz Z O M Q J QJ LL O Q F- }aayS co ® N � z W cy)co * 07 H ZZ 0 O W Z 0 Z aloaS Q p H a_ Z w (5 W X W CCr S LL c a1})1 rosa4 sauaS A. LYNN MILLER, P.E. P.E.# 58705 TABLE 7: Window Design Pressure (+/-, psf) for Glass Types 6 & 8 Long Side, Tip to Tip (in) 68-7/8 73 77 78-3/4 81 85 89 93 97 101 105 109 110-1/2 113 117 121 125 129 137 145 31 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90l-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 33 +90/-130 +90/-130 +90/-130 +90/-130 +90l-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 35 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +80/-110 +80/-110 37 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +80/-110 +80/-110 39 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +80/-110 +80/-110 +80/-110 +80/-110 41 +90/-130 +901-130 +90/-130 +90/-130 +g0/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 43 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 45 +90/-130 +901-130 +90l-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 g 47 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 0 2 49 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +80/-110 +80/-110 +80/-110 +80/-110 +80l-110 +80/-110 +80/-110 +80/-110 n 51 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +89.4/-128. +80/-110 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 1= 53 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +88.8/-128.1 +80/-110 +80/-110 +80/-110 +80l-110 +80/-110 +80/-110 +80/-110 +80/-110 v 55 +90l-130 +90/-130 +90/-130 +90/-130 +90/-130 +88.81-128.1 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 57 +90/-130 +90/-130 +90/-130 +90/-130 +89.4/-129 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80l-110 +80/-110 0 59 +90/-130 +90/-130 +90/-130 +89.5/-129.1 +80/-110 +80/-110 +80/-110 +80/-110 +80l-110 +80/-110 +80/-110 can 61 +90/-130 +90/-130 +89.6/-129. +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 63 +90/-130 +90l-130 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 65 +90/-130 +90/-130 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 67 +90/-130 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 68-7/8 +90/-130 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 73 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 77 +80/-110 +80/-110 1 +80/-110 +80/-110 78-3/4 +80/-110 1 +80/-110 1 +80/-110 1 +80/-110 1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 1-1/16" NOM. 7/16" LAMINATED GLASS STACK 7/16" LAMINATED GLASS GLASS STACK STACK 090" SG INTERLAYER 3/16" TEMPERED GLASS • 3/16" HEAT STRENGTHENED GLASS 3/16" HEAT 3/16" HEAT STRENGTHENED GLASS 3/16" HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7/16" AIR SPACE .090" SG INTERLAYER 4 11 � 11 5 5/8" 5/8" GLASS BITE GLASS BITE 1-2 1-2 EXTERIOR "" EXTERIOR 20 13 75-78 21 13 GLASS TYPE 6 GLASS TYPE 8 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. lT I—®— LONG SIDE 4 SHORT SIDE �— LONG SIDE —�-I SHORT SIDE t LONG SIDE SHORT (— SIDE LONG SIDE — I SHORT SIDE E) NO CHANGES THIS SHEET. c J R - 03/11 /20 W 00 � Y W nab > N O r- 1- ti O Q 7700 'T O N CO �a ufljo O J 0 Z IJ ^ (.0 Z J C G = LL— U (.) o W W z 00 W ^ O ON 9M0 O > T- ro p d o J J 57 -1 Q LL O tr3 Q �aa4S cfl ® N U) Z W 04 0O p t/) W Z H 0 Z_ aloaS N I— IL Z w CC Wfl- X W � � d al}il osa0 sauaS -tea`° '•�,iL-��r.��'•.,t� t -70 19 L . TA ,'E F �N `. N b fjldtti!t1��\ A. LYNN MILLER, P.E. P.E.# 58705 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET INSTALLATION TYPE A TYP. ANCHOR TYPE, EDGE EMBEDMENT AND EDGE DISTANCE DISTANCE PER SUBSTRATE, /SEE TABLE 8, THIS SHEET � i I T WINDOW EXTERIOR BUCK HEIGHT TIP -TO -TIP WINDOW HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT- 2-3/4" EMBEDMENT �114" MAX I 1 SHIM USED FOR ALL SIDES OF ARCHITECTURAL SHAPES @ 11-7/8" O.C. MAX. INSTALLATION TYPE C INSTALLATION TYPE B EMBEDMENT 1X WOOD BUCKSTRIP, 1/4" MAX SEE NOTE 2, THIS SHEET SHIM s T—TYP. ANCHOR TYPE, EMBEDMENT AND • .a < ..� EDGE DISTANCE PER SUBSTRATE, EDGE SEE TABLE 8, THIS SHEET a DISTANCE • 6 EMBEDMENT ca '.8 c; vo e . <a 11 a. EXTERIOR ° CONCRETE/CMU 4 PER ANCHOR VISIBLE LIGHT WIDTH = 5 REQUIREMENT WINDOW BUCK WIDTH - 2-3/4" WINDOW BUCK WIDTH CONCRETE/CMU TIP -TO -TIP WINDOW WIDTH PER ANCHOR REQUIREMENT INSTALLATION HORIZONTAL SECTION A -A I 1/4" MAX. SHIM EXTERIOR STEEL SELF -DRILLING <D fir F7_SMS (135), SEE TABLE 8, THIS SHEET MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 8,THIS SHEET �1/4" MAX SHIM I WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET d CONCRETE PER EMBEDMENT A, ANCHOR 4. REQUIREMENT a b 4 4 a° INSTALLATION TYPE B EDGE DISTANCE VERTICAL SECTION B-B TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8, THIS SHEET INSTALLATION NOTES: TARI F A - Anchor Substrate Min. Edge Distance Min. Embedment Max O.C. Spacing #12 or #14 410 SS Screw Southern Pine (SG=0.55) 9/16" 1-3/8" 12" Aluminum, 6063-T5 min. 3/8" 0.063" * 12" A36 Steel 3/8" 0.063" * 12" Steel Stud, Gr. 33 min. 3/8" 0.045" (18 Ga) * 12" #12 or #14 Steel Screw (G5) Southern Pine (SG=0.55) 9116" 1-3/8" 12" Aluminum, 6063-T5 min. 3W 0.063" * 12" A36 Steel 3/8" 0.063" * 12" Steel Stud, Gr. 33 min. 3/8" 0.045" (18 Ga) * 12" 114" 410 SS CreteFlex Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" 12" Concrete (min. 3.35 ksi) 1" 1-3/4" 12" 1/4" Steel Ultracon Concrete (min. 2.85 ksi) V 1-3/4" 12" Concrete (min. 2,85 ksi) 2-1/2" 1-3/8" 12" Un routed CMU, (ASTM C-90) 2-1/2" 1-1/4" 12" 1/4" Steel Ultracon + Concrete (min. 3 ksi) 1-3/16" 1-3/8" 12" Un routed CMU, ASTM C-90) 1-1/2" 1-1/4" 12" 5116" Steel Ultracon Concrete (min. 3.5 ksi) 1-1/4" 1-3/4" 12" Grouted CMU, (ASTM C-90) f 2-1/2" 1-3/4" 12" * MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. ALL HEAD TYPES APPLICABLE. 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2". IX WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS "2X" ARE 1-1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. EDGE DISTANCE Material Min. Fy Min, Fu Steel Screw 92 ksi 120 ksi 410 Screw 90 ksi 110 ksi Elco UltraCon@ 155 ksi 177 ksi 1/4" DeWalt UltraCon+@ 148 ksi 164 ksi 410 SS Elco/Dewalt CreteFlex@ 127.4 ksi 189.7 ksi 6063-T5 Aluminum 16 ksi 22 ksi A36 Steel 36 ksi 58 ksi Gr. 33 Steel Stud 33 ksi 45 ksi E) REVISED ANCHOR TYPE TABLE, UPDATED MATERIAL y PROP. TABLE. JR - 03/11/20 W ch r Y W �aa N j 0 0 O a}op Q N O N J M W ti 48 UMO-10 O _I O Z u- Z J c G W 'ON HZ 't W .. C0 oMG O > z 0 O I— U- QJ O J Z cfl Q O }aayS (0 N Z Q J � Z 0@0 H Cf) z aloaS 0O UZ W z � w X L FL a awl asap sauaS �t 'JI i ¢ V� �y N0.5EICS x �. STATE 1C t cc)/: J//df61I10}`� A. LYNN MILLER, P.E. P.E.# 58705 2X WOOD BUCKSTRIP EDGE DISTANCE OR FRAMING, SEE NOTE 2, THIS SHEET �— INSTALLATION TYPE E EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT- 2-3/4" TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9, THIS SHEET a EMBEDMENT __1 i L1 /4" MAX -f t SHIM USED FOR ALL SIDES OF ARCHITECTURAL SHAPES @ 11-7/8" O.C. MAX. EDGE .a < ;m DISTANCE " e 'c CONCRETE/CMU PER ANCHOR REQUIREMENT INSTALLATION INSTALLATION TYPE G EMBEDMENT 1/4" MAX SHIM 1/4" MAX. SHIM EXTERIOR STEEL SELF -DRILLING \_SMS (G5), SEE TABLE 9, THIS SHEET MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 9,THIS SHEET �1/4" MAX SHIM 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET EMBEDMENT a ^ .<Q CONCRETE PER ANCHOR a. REQUIREMENT INSTALLATION TYPE F EDGE DISTANCE VERTICAL SECTION D-D INSTALLATION NOTES: INSTALLATION TYPE F 1X WOODBUCKSTRIP, SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9, THIS SHEET EXTERIOR \ VISIBLE LIGHT WIDTH = 5 WINDOW BUCK WIDTH - 2-3/4" WINDOW BUCK WIDTH HORIZONTAL SECTION C-C TARI F 0- EMBEDMENT EDGE "a 4 •� DISTANCE v .. s4 CONCRETE/CMU PER ANCHOR REQUIREMENT Anchor Substrate Min. Edge Distance Min. Embedment Max O.C. Spacing #12 or #14 410 SS Screw Southern Pine (SG=0.55) 9/16" 1-3/8" 12" Aluminum, 6063-T5 min. 3/8" 0.063" * 12" A36 Steel 3/8" 0.063" * 12" Steel Stud, Gr. 33 min. 3/8" 0.045" (18 Ga) * 12" #12 or #14 Steel Screw (G5) Southern Pine (SG=0.55) 9/16" 1-3/8" 12" Aluminum, 6063-T5 min. 3/8" 0.063" * 12" A36 Steel 3/8" 0.063" * 12" Steel Stud, Gr. 33 min. 3/8" 0.045" (18 Ga) * 12" 1/4" 410 SS CreteFlex Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" 12" Concrete (min. 3.35 ksi) 1" 1-3/4" 12" 1/4" Steel Ultracon Concrete (min. 2.85 ksi) V 1-3/4" 12" Concrete (min. 2.85 ksi) 2-1/2" 1-3/8" 12" Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" 12" 1/4" Steel Ultracon + Concrete (min. 3 ksi) 1-3/16" 1-3/8" 12" Ungrouted CMU, ASTM C-90) 1-1/2" 1-1/4" 12" 5116" Steel Ultracon Concrete (min. 3.5 ksi) 1-1/4" 1-3/4" 12" Grouted CMU, (ASTM C-90) 2-1/2" 1-3/4" 12" " MIN. Ut- 3 I HRLAUS BLYUNU I HL ML 1 AL SUt35 I KA I L. "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. ALL HEAD TYPES APPLICABLE. 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS "2X" ARE 1-1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. TYP. ANCHOR TYPE, EMBEDMENT 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE AND EDGE DISTANCE PER TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. SUBSTRATE, SEE TABLE 9, THIS SHEET 4, IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. Material Min. FT Min. F„ Steel Screw 92 ksi 120 ksi 410 Screw 90 ksi 110 ksi Elco UltraCon@ 155 ksi 177 ksi 1/4" DeWalt UltraCon+@ 148 ksi 164 ksi 410 SS Elco/Dewalt CreteFlex@ 127.4 ksi 189.7 ksi 6063-T5 Aluminum 16 ksi 22 ksi A36 Steel 36 ksi 58 ksi Gr. 33 Steel Stud 33 ksi 1 45 ksi E) REVISED ANCHOR TYPE TABLE, UPDATED MATERIAL PROP. TABLE. JR - 03/11/20 W M Y W 75a U) r- ry O Q a}op 0 N 0� N O d M U) ti p umo� O-/ O LL S z J p z = W W UUo 0 F_ Z aN W pMp O r- > z oz0-) O T_ J z0 W O J H ti �J }aa4S U) N z � to zz LD O Z z H q C) z (j H w W N X � C3 LL W tl a1}/1 rosap sauaS Fitt °I'tt No. 58705 0 %. ST TffE J AL ili9til�' A. LYNN MILLER, P.E. P.E.# 58705 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET I INSTALLATION TYPE EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 2-3/4" INSTALLATION TYPE J EMBEDMENT USED FOR ALL SIDES OF ARCHITECTURAL SHAPES @ 11-7/8" O.C. MAX. 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET EDGE DISTANCE 1 /4" MAX SHIM INSTALLATION TYPE L - ��I1i11111�\111\\�:. EDGE DISTANCE EMBEDMENT Ir 'j STEEL SELF -DRILLING SMS (G5), SEE TABLE 10, THIS SHEET MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 103HIS SHEET 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET ' �1/4" MAX SHIM — V—AND EDGE DISTANCE YP, ANCHOR TYPE, EMBEDMENT EMBEDMENT EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET VERTICAL SECTION F-F INSTALLATION TYPE J 1 /4" MAX SHIM O 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET FIN FRAMES ARE ONLY TO BE USED WITH GLASS TYPES 1-4 (PVB INTERLAYER), NOT TO BE USED WITH GLASS TYPES 5-8, (SG INTERLAYER). TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET INSTALLATION TYPE K EDGE DISTANCE —� { 2X WOOD BUCKSTRIP O OR FRAMING, SEE NOTE 2, THIS SHEET EXTERIOR ID VISIBLE LIGHT WIDTH = 5 WINDOW BUCK WIDTH - 2-3/4" WINDOW BUCK WIDTH HORIZONTAL SECTION E-E TABLE 10: Anchor Substrate Min. Edge Distance Max. O.C. Spacing 2-1/2" x .113" Box Nail Southern Pine (SG=0.55) 5/16" 5" 2-1/2" x .131" Common Nail Southern Pine (SG=0.55) 3/8" 5" 2-1/2" x .145" Roofing Nail Southern Pine (SG=0.55) 3/8" 5" #10 x 1" Steel Screw* Southern Pine (SG=0.55) 1/2" 5" 0.093" Aluminum, 6063-T5 min. 1 5/16" 5" 1/16" A36 Steel 1 5116" 5" 0.045" (18 Ga) Steel Stud, Gr. 33 1 5/16" 5" * MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. INSTALLATION NOTES: 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 3. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. EMBEDMENT Material Min. Fy Min, Fu Steel Screw 92 ksi 120 ksi 6063-T5 Aluminum 16 ksi 22 ksi A36 Steel 36 ksi 58 ksi Gr. 33 Steel Stud 33 ksi 1 45 ksi E) NO CHANGES THIS SHEET. O JR - 03/11/20 W ch Y W "aa > N CN IX N a}oa OM J C W -, t I � Xe U-0 O -j o z u- Z I c G = W W � 'ON DMa LU Z ,mod. W o z0 0 � Z °� H LL 00 Q co ® N U) Z Z taa4S V �: 'P',J: F- 0 0 Q Z F - Z_ Jz aloaS Q O Z w LLLI x Z LL Li_ a{}{1 •asa4 sauaS },`� iliit tr(,rr 0 v ,l s t No, 5,8705 4/ ST TE F . N A. LYNN MILLER, P.E. P.E.# 58705 EDGE DISTANCE 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET INSTALLATION TYPE M EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT= WINDOW BUCK HEIGHT- 2-3/4" INSTALLATION TYPE N TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11, THIS SHEET C� EMBEDMENT 1 /4" MAX SHIM USED FOR ALL SIDES OF ARCHITECTURAL SHAPES @ 11-7/8" O.C. MAX. EXTERIOR a INSTALLATION TYPE M FIN FRAMES ARE ONLY TO BE USED WITH GLASS TYPES 1-4 (PVB INTERLAYER), NOT TO BE USED WITH INSTALLATION GLASS TYPES 5-8, (SG INTERLAYER). TYPE N EMBEDMENT 1/4" MAX SHIM Q 8 d j� 1X WOOD BUCKSTRIP, SEE U 2X WOOD BUCKSTRIP NOTE 2, THIS SHEET a OR FRAMING, SEE , NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11, THIS SHEET EDGE DISTANCE T_ INSTALLATION TYPE O VISIBLE LIGHT WIDTH = O 1/4" WINDOW BUCK WIDTH - 2-3/4" r MAX' WINDOW BUCK WIDTH i SHIM . _T STEEL SELF -DRILLING SMS (G5), SEE TABLE 11, THIS SHEET MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 11,THIS SHEET �114" MAX SHIM 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET HORIZONTAL SECTION G-G rr_II Ifts`o EMBEDMENT O • • a o EDGE DISTANCE a �d CONCRETE/CMU PER ANCHOR REQUIREMENT EXTERIOR Anchor Substrate Min. Edge Distance Min. Embedment Max O.C. Spacing #12 or #14 410 SS Screw Southern Pine (SG=0.55) 9/16" 1-3/8" 4.9" Aluminum, 6063-T5 min. 3/8" 0.063" ' 4.9" A36 Steel 3/8" 0.063" w 4.9" Steel Stud, Gr. 33 min. 3/8" 0.045" (18 Ga) 4.9" #12 or #14 Steel Screw (G5) Southern Pine (SG=0.55) 9/16" 1-3/8" 4.9" Aluminum, 6063-T5 min. 3/8" 0.063" " 4.9" A36 Steel 3/8" 0.063" " 4.9" Steel Stud, Gr. 33 min. 3/8" 0.045" (18 Ga) 4.9" 1/4" 410 SS CreteFlex Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" 9" Concrete (min. 3.35 ksi) V 1-3/4" 9" 1/4" Steel Ultracon Concrete (min. 2.85 ksi) 1" 1-3/4" 9" Concrete (min. 2.85 ksi) 2-1/2" 1-3/8" 9" Ungrouted CMU, (ASTM C-90) 2-112" 1-1/4" 9" 1/4" Steel Ultracon+ Concrete (min. 3 ksi) 1" 1-3/8" 4.9" Ungrouted CMU, (ASTM C-90) 1" 1-1/4" 4.9" 5/16" Steel Ultracon Concrete (min. 3.5 ksi) 1-1/4" 1-3/4" 9" Grouted CMU, (ASTM C-90) 2-1/2" 1-3/4" 9" MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. ALL HEAD TYPES APPLICABLE. INSTALLATION NOTES: EMBEDMENT a ` ' 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. a. a, a 2. WOOD BUCKS DEPICTED ON THIS SHEET AS 1X", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN • , . d 1-1/2". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. CONCRETE/CMU ° a WOOD BUCKS DEPICTED AS "2X" ARE 1-1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF PER ANCHOR EDGE WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. REQUIREMENT DISTANCE 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. VERTICAL SECTION H-H 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. Material Min. Fy Min. F Steel Screw 92 ksi 120 ksi 410 Screw 90 ksi 110 ksi Elco UltraCon@ 155 ksi 177 ksi 1/4" DeWalt UltraCon+@ 148 ksi 164 ksi 410 SS Elco/Dewalt CreteFlex@ 127.4 ksi 189.7 ksi 6063-T5 Aluminum 16 ksi 22 ksi A36 Steel 36 ksi 58 ksi Gr. 33 Steel Stud 33 ksi 45 ksi E) REVISED ANCHOR TYPE TABLE, UPDATED MATERIAL PROP. TABLE. JR - 03/11/20 M Y W W > r- N � ? S nab � j O i F_ p a0 a}DG J ch W Ife UM DIG p _j o Z LL (0 Z J p c C W U U o 0 W- Z 00 I '°N O W ^ 0 GMG O ti > j z Za-) O V_ I - U_ J . _I O a7 Q ® N U) Z Z }aa4S N O 07 o p Q Z F- C) Z_ J aiD°S 0 0 U) Z N I- w X X — Z LL I LL d alp-L I 'DsaG jsg ,tit€id7Pllr No. 58,705 3T17 ..� �. • Fri C7r""�',!'J'• • . � • `a`�^� \'"� p,y a rrr 1�j a,IL V, 0 '�,Iilitate� A. LYNN MILLER, P.E. P. E.# 58705 Item PGT Part # Description Material 1 4253C Flanged Frame Alum. 6063-T5 2 4285 Equal leg Frame Alum. 6063-T5 3 4256 Integral Fin Frame Alum. 6063-T5 4 4255 7116' Lami. Glass Beading Alum. 6063-T5 5 4254 I.G. Glass Beading Alum. 6063-T5 6a 4270 Installation Fastener Cover Alum. 6063-T5 6b 4224 Installation Fastener Cover Rigid PVC 8 4267 7/16" Lami. Glass Beading for Curves Alum. 6063-T5 9 4269 I.G. Beading for Curves Alum. 6063-T5 10 70589C Gasket (at 900 comer joints) Polyethylene 11 TP24718 Vinyl Bulb Weatherstrip Flex PVC, Duro. 65 +/-1 12 61308K Foam Beading Tape 13 Dow 791, 899, 983, 995 or GE 7700 Backbedding Silicone 20 71652K Setting Block, Mono. 3/16" x 7/16" x 4" Neoprene, Duro. 85 +/-1 21 71704AK Setting Block, I.G. 3/16' x 1-3/32" x 4" Neoprene, Duro. 85 +/-1 29 76X1 14FPTX #6 x 1-1/4' FH SMS (Curved Beading) Stainless Steel 30 781PQX #8 x 1" Quad PH SMS (Assembly) Stainless Steel 75 Kommerling Kodispace 4SG TPS See this Sheet for Materials 76 Quanex Super Spacer nXT 77 Quanex Duraseal Spacer 78 1 lCardinal XL Edge Spacer ASSEMBLY DETAILS FOR FLANGE & EQUAL -LEG FRAMES 2.784" .094"-.-II-f- .074" 1.875" .438" 1.000" 500 _F I�- OFLANGE FRAME .970" I .875" F1 �-�-- .050" 4 7/16" LAMI GLASS BEADING -®— 2.784" .094"-+-II-�- 062" .074" 062" 1.375" k 500" .43T8" .050"*0.006• T �) .:- .050`0,006^ OEQUAL-LEG FRAME f-v- .346" .875" T�� Imo- .050" 5 1- 1/16" I.G. GLASS BEADING HOT -MELT ILICONE BUTYL STRUCTURAL 7INT. POLYISO-1/4" NOM. BUTYLENE WITHSTRUCTURAL DESICCANTSILICONE FOAM WITH EXT.GLASSDESICCANT EXT. GLASS--� GLASS 1.037" .050" 6 INSTALLATION FASTENER COVER KODISPACE SUPER SPACER® 75 4SG TPS 76 NXT TM ANGLED/CURVED FRAME ASSEMBLY 90' CORNER FRAME ASSEMBLY I I 10 I I ALL CORNERS TO j USE GASKET AND/OR SEALANT / / / I / EQUAL -LEG FRAME EXTERIOR FLANGE FRAME EQUAL -LEG FRAME MITERED FRAME WITH INTERIOR EXTERIOR AND EXTERIOR FRAME WELDS FLANGE FRAME (SHOWN) OR CORNER KEYS AT 30 SCREW BOSSES. SEALANT AT ALL CORNERS 2.784" .094" -►II�- 500" rT .074" 1.375" 4TJV J 01 �-- .050"*0.000" 1.125" .077" @FIN FRAME 875" rl I-- .050" O7/16" LAW GLASS BEADING FOR CURVES ALUMINUM REINFORCEMENT NOM. BUTYL & DESICCANT — FOAM EXT. GLASS GLASS ODURASEALO 77 SPACER -� .346" .875" I--f- .050" OI.G. GLASS BEADING FOR CURVES POLYISOBUTYLENE DESICCANT FILL SEAL 5/16" NOM. -5/16" NOM. SILICONE SEAL ROLL -FORMED STAINLESS STEEL EXT. GLASS INT. GLASS NT. GLASS OXL EDGETM 78 SPACER ASSEMBLY DETAILS FOR FIN FRAMES 90° CORNER FRAME ASSEMBLY ANGLED/CURVED FRAME ASSEMBLY EXTERIOR MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS E) ADDED BACKBEDDING. JR - 03/11/20 M Y W W > N naa d O r LO w N a}op 0 N O M i !!) W Il- I_ Xa UMOJQ O -j O z LL (o z J 2 = LLI r W ON W Z 00 VJ � O W .. rJ' W 0MQ O I� > j Z Z Z rn O w LL Q0 —� C) r) O O Q z }aa4S 04 C/) Z `# U) ZO ? Z F- Z a10aS Q > WO 04 w tr X 0 LL m d a1}}1 I -asap sauaS y' T tTF,IzQ r� A. LYNN MILLER, P.E. P.E.# 58705 MIAMI•DADE MIAMI-DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/building PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "AW-5540" PVC Awning Window - L.M.I. APPROVAL DOCUMENT: Drawing No. MD-5540A.0 titled "Vinyl Awning Window NOA (LM)", sheets 1 through 10 of 10, dated 09/09/14, with revision C dated 03/19/20, 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 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 17-0614.18 and consists of this page 1 and evidence pages E-1, E-2, E-3, E-4 and E-5, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 20-0402.05 M AMI•DADE COUNTY Expiration Date: September 24, 2025 Approval Date: August 20, 2020 8/10/20 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 15-0430.07) 2. Drawing No. MD-5540A.0 titled "Vinyl Awning Window NOA (LM)", sheets through 10 of 10, dated 09/09/14, with revision B dated 05/15/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 17-0614.18) B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super Spacer® NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No. 16-0714.21) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series AW5540/5440 PVC awning windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8183, dated 04/02/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 15-0430.07) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 5540/5440 vinyl fixed windows w/tube mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8174, dated 03/31/15, sign sealed by Idal ga, P.E. (Submitted under NOA No. 15-0430.07 Manuel Perez, P.E. Product Control Ex n r NOA No. 204402.0 Expiration Date: September 24, 5 Approval Date: August 20, 2020 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED) B. TESTS (CONTINUED) 4. Additional, Reference Test Report No. FTL-7897 per TAS 201, 202 & 203-94, issued by Fenestration Testing Laboratory, Inc. (Submitted under NOA No. 15-0430.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5` Edition (2014), dated 04/24/15 and revised on 09/03/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 15-0430.07) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/ 18. 3. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 08/10/17, expiring on 02/28/18. 4. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their "Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. 5. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their "Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. Manuel Perez, P.E. Product Control Ex n r NOA No. 204402.0 Expiration Date: September 24, 5 Approval Date: August 20, 2020 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED) E. STATEMENTS 1. Statement letter of conformance, complying with FBC 5" Edition (2014) and FBC 6" Edition (2017), dated August 29, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 17-0614.18) 2. Statement letter of no financial interest, dated June 9, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 17-0614.18) 3. Proposal issued by the Product Control Section, dated 09/29/14 and revised on 10115114, signed by Jaime D. Gascon, P.E. (Submitted under NOA No. 15-0430.07) 4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No. 16-0714.21) F. OTHERS 1. Notice of Acceptance No. 16-0714.21 issued to PGT Industries, Inc. for their Series "AW-5540" PVC Awning Window — LMI, approved on 09/08/16 and expiring on 09/24/20. Manuel Perez, P.E. Product Control Exr02. r NOA No. 20 Expiration Date: September 24, 5 Approval Date: August 20, 2020 E-3 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. MD-5540A.0 titled "Vinyl Awning Window NOA (LM)", sheets 1 through 10 of 10, dated 09/09/14, with revision C dated 03/19/20, 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 6) Forced Entry Test, per ASTM F588 and TAS 202-94 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 611 Edition (2017), prepared by manufacturer, dated 04/24/15, revised on 09/03/15 and updated to the FBC 7tn Edition (2020) on 03/25/20, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) Manuel Perez, P.E. Product Control Ex n r NOA No. 20- 402.0 Expiration Date: September 2 5 Approval Date: August 20, 2020 E-4 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED (CONTINUED) 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" dated 05/09/19, expiring on 07/08/24. 2. Notice of Acceptance No. 18-0725.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas® XtraTM (SGXTM) Clear Glass Interlayer" dated 05/23/19, expiring on 05/23/24. 3. Notice of Acceptance No. 18-0122.02, issued to ENERGI Fenestration Solutions USA, Inc., for their White Rigid PVC Exterior Extrusions for Windows and Doors, approved on 03/08/18, expiring on 02/28/23. 4. Notice of Acceptance No. 18-1217.15, issued to ENERGI Fenestration Solutions USA, Inc., for their Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors, approved on 01/17/19, expiring on 04/16/20. 5. Notice of Acceptance No. 18-1217.16, issued to ENERGI Fenestration Solutions USA, Inc., for their Performance Core Rigid PVC Exterior Extrusions for Windows and Doors, approved on 01/17/19, expiring on 02/04/21. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6' Edition (2017) and the FBC 7t}' Edition (2020), dated March 19, 2020, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated March 19, 2020, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 19-1155 TP issued by the Product Control Section, dated January 10, 2020, signed by Ishaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No. 17-0614.18, issued to PGT Industries, Inc. for their Series "AW-5540" PVC Awning Window - L.M.I." approved on 12/14/17 and expiring on 09/24/20. Manuel Perez, P.E. Product Control Ex in-tr NOA No. 20- 402.0 Expiration Date: September 24 Approval Date: August 20, 2020 E-5 GENERAL NOTES: SERIES 5540 IMPACT RESISTANT, VINYL AWNING WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. MAX. O.C. 17-1 /2" IF WINDOW HEIGHT IS 42" OR LESS, 152' IF OVER 42". 4) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE �- CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). A 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE EMBEDMENT. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) MAX. 1/4" SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. MAX. O.C. 28" IF WINDOW 7) DESIGN PRESSURES: WIDTH IS 36" OR LESS, A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE 13" IF OVER 36". TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL/ CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED AND SECURED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 10) REFERENCES: TEST REPORTS FTL-8183, 8174; ELCO ULTRACON NOA; DEWALT ULTRACON+ NOA; ELCO/DEWALT CRETEFLEX NOA; ELCO/DEWALT AGGRE-GATOR NOA; ENERGI WINDOW AND DOOR PROFILES, LTD WHITE & BRONZE/LIGHTER SHADES OF CAP COATED PVC EXTRUSION NOA'S; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSI/AF&PA NDS & ALUMINUM DESIGN MANUAL 11) PVB AND SG INTERLAYERS MANUFACTURED BY KURARAY AMERICA, INC. M n 4"� MAX. O.C. MAX. BUCK WIDTH SEE TABLES 4-6 B, SEE �ISHEET 3� �I ILIGFTI� �ITH VISIB LIGH IGHT i 4" MAX. Ff F-) A, SEE SHEET 3 MAX. O.C. 17-1 /2" IF WINDOW HEIGHT IS 42" OR LESS, 15.2" IF OVER 42". ADDITIONAL ANCHORS FOR FRAME ASSEMBLY TUBE, SEE SHEET 5 MAX. BUCK - HEIGHT, SEE TABLES 4-6 1- 4" MAX. MAX. O.C. 28" IF WINDOW WIDTH IS 36" OR LESS, 13" IF OVER 36". TYP. EQUAL-LEG/BOX & FLANGE FRAME ANCHORAGE - MAX. BUCK WIDTH SEE TABLES 4-6 �4" MAX. O.C. D, SEE - 1-1/4" MAX -+-I r—°SHEET 4 I I I VISIBLE LIGWIDTH �� / / \ VISIBLE j LIGHT I \ HEIGHT / / I I I I --►I [-- 1-1/4" MAX. TYP. INTEGRAL FIN & J-CHANNEL FRAME ANCHORAGE IMPACT RATING DESIGN PRESSURE RATING LARGE & SMALL MISSILE IMPACT RESISTANT VARIES PER OPTIONS, SEE TABLES 4-6, SHEETS 7 & 8 MAX. BUCK WIDTH SEE TABLES 4-7 I I I VISIBLE LIGHT WIDTH/ / / \ VISIBLE LIGHT / HEIGHT Z)o 4" MAX. FRAME ASSEMBLY TUBE MULL, SEE SHEET 5 FOR ANCHORAGE DETAILS 4" MAX. 63'/") . FRAME\ ASrBLI/ UBE LENGTH MAX. BUCK HEIGHT, SEE i TABLES 4-6 C, SEE SHEET 4 127-1 /4" MAX. COMBINED HEIGHT -►, �-■- 4" MAX. TYP. X/X EQUAL-LEG/BOX & FLANGE FRAME ANCHORAGE USING FRAME ASSEMBLY TUBE/MULL CODES / STANDARDS USED: • 2020 FLORIDA BUILDING CODE (FBC), 7TH EDITION • 2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION • ASTM E1300-09 • ANSI/AF&PA NDS-2018 FOR WOOD CONSTRUCTION • ALUMINUM DESIGN MANUAL, ADM-2015 • AISI S100-16 • AISC 360-16 VISIBLE LIGHT FORMULAS WIDTH: BUCK WIDTH - 6-3/4" HEIGHT: BUCK HEIGHT - 6-3/4" GENERALNOTES....................................................1 ELEVATIONS ............................................................1 FRAME, GLASS & ANCHOR OPTIONS...................2 INSTALLATION, FLANGE & EQUAL LEG................3 INSTALLATION, INTEGRAL FIN & J-CHANNEL...... 4 FRAME ASSEMBLY TUBE.......................................5, 6 GLAZING DETAILS / DP TABLE 4 & 5.....................7 GLAZING DETAILS / DP TABLE 6........................... 8 BOM & ASSEMBLY...................................................9, 10 C) UPDATED TO FBC 2020, REVISED ANCHOR TYPE TABLE. AK - 03/19/20 > Y U 'naa of cl O 0 Napo W o Lo OM Lo uMnu4 O J C)xe V � z = LLj `, UU c) N I-_ W Z DMO O r O 7; O Q O Z Q LL W 0 O -j C) w }aa4s rn Z 06 N W z O Z 0 Z � Z J a1nas O CO Lu -j z_ W U) w Q > C9 alpi •osa(] sauas \\\ !T/// `�.� LYN/v,,, CENgF'�� No. 58705 0 S�S. ATE mF 4CC/�` %� '• 'c�ORiDP •'�� ONAL A. LYNN MILLER, P.E. P.E.# 58705 -no C A Glass Type Description Table # Sheet # 5 7/8" Laminated I.G.: 1/8" A Exterior Cap + 7116" Air Space + 5/16" Laminated; (2) Lites of 1/8" A Glass with .090" PVB Intedayer 4,5 7 6 7/8" Laminated I.G.: 1/8" T Exterior Cap + 7/1U' Air Space + 5/16" Laminated; (2) Utes of 1/8" A Glass with .090" PVB Interlayer 4,5 7 7 7/8" Laminated LG.: 3116" A Exterior Cap + 3/8" Air Space + 5/16" Laminated; (2) Lites of 1/8" A Glass with .090" PVB Intedayer 4,5 7 8 718" Laminated I.G.: 3116" T Exterior Cap + 3/8"' Air Space + 5/16" Laminated; (2) Lites of 1/8" A Glass with .090" PVB Interlayer 4,5 7 9 7/8" Laminated I.G.: 1/8" A Exterior Cap + 7/16" Air Space + 5/16" Laminated; (2) Lites of 1/8" H Glass with .090" SG Intedayer 6 8 10 7/8" Laminated I.G.: 1/8" T Exterior Cap + 7/16" Air Space + 5116" Laminated; (2) Lites of 1/8" H Glass with .090" SG Intedayer 6 8 11 718" Laminated I.G.: 3/16" A Exterior Cap + 3/8" Air Space + 5/16" Laminated; (2) Lites of 1/8" H Glass with .090" SG Intedayer 6 8 12 7/8" Laminated I.G.: 3116' T Exterior Cap + 3/8" Air Space + 5116" Laminated; (2) Utes of 1/8" H Glass with .090" SG Intedayer 6 8 13 7/8" Laminated I.G.: 1/8" A Exterior Cap + 5116" Air Space + 7116" Laminated; (2) Lites of 3/16" A Glass with .090" SG Interlayer 6 8 14 7/8" Laminated I.G.: 1/8" T Exterior Cap + 5/16" Air Space + 7/16" Laminated; (2) Utes of 3116" A Glass with .090" SG Intedayer 6 8 15 7/8" Laminated I.G.: 3/16" A Exterior Cap + 1/4" Air Space + 7/16" Laminated; (2) Lites of 3/16" A Glass with .090" SG Interlayer 6 8 16 7/8" Laminated I.G.: 3/16" T Exterior Cap + 1/4" Air Space + 7/16" Laminated; (2) Lites of 3/16" A Glass with .090" SG Intedayer 6 8 TABLE 2: ANCHORS INSTALLED THROUGH FRAME Group Anchor Substrate Min. Edge Distance Min. Embedment* A #10 SMS (steel, 18-8 S.S. or 410 S.S.) P.T. Southern Pine (SG=0.55) 7/16" 1-3/8" Steel, A36* 3/8" 0,050" Steel Stud, A653 Gr. 33* 3/8" 0.0451" (18 Ga.) Aluminum, 6063-T5* 3/8" 0,050" 3/16" steel Ultracon or Ultracon+ P.T. Southern Pine (SG=0.55) 7/16" 1-3/8" Concrete (min. 3 ksi) 1" 1-3/8" 3/16" steel Ultracon Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" 3/16" steel Ultracon+ Ungrouted CMU, (ASTM C-90) V 1-1/4" #12 SMS (steel, 18-8 S.S. or 410 S.S.) P.T. Southern Pine (SG=0.55) 9/16" 1-3/8" Steel, A36* 3/8" 0.050" Steel Stud, A653 Gr. 33* 3/8" 0,0451" (18 Ga.) Aluminum, 6063-T5* 3/8" 0.063" B 1/4" steel Ultracon or Ultracon+ P.T. Southern Pine (SG=0.55) V 1-318" 1/4" steel Creteflex P.T. Southern Pine (SG=0.55) 1" 1-3/8" 1/4" steel Aggre-Gator P.T. Southern Pine (SG=0.55) 1" 1-3/8" 1/4" steel Ultracon Concrete (min. 2.85 ksi) 1" 1-3/4" Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" C 1/4" steel Ultracon+ Concrete (min. 3 ksi) 1-3/16" 1-3/4" Ungrouted CMU, (ASTM G-90) 1" 1-1/4" 1/4" steel Creteflex Concrete (min. 3.35 ksi) 1" 1-3/4" 1/4" steel Ultracon Concrete (min. 2.85 ksi) 2-1/2" 1-3/4" 1/4' steel Ultracon+ Concrete (min. 3 ksi) 2-1/2' 1-3/4" 1/4" steel Ultracon+ Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" D 1/4" steel Creteflex Concrete (min. 3.35 ksi) 2-1/2" 1-3/4' Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" 1/4" steel Aggre-Gator Concrete (min. 3.275 ksi) 1-1/2" 1-3/8" Grouted CMU, (ASTM C-90) 2" 2" rADI c 4• AnIP'unDC IAICTAI I 97n TF•IDr)l 1r14-1 IA1TFr.`.RAI FIAT Min. Edge Min. Group Anchor Substrate Distance Embedment* E 2-1/2" x .131" Common Nail P.T. Southern Pine (SG=.55) 3/8" 2-7/16" 2-1/2" Ring -shank Roofing Nail P.T. Southern Pine (SG=.55) 318" 2-7/16" P.T. Southern Pine (SG=.55) 112" 1-3/8" #10 Trusshead SMS Aluminum, 6063-T5* 3/8" 0.050" (steel, 18-8 S.S. Steel Stud, Gr. 33* 3/8" 0.0451" (18 Ga.) or 410 S.S.) Steel, A36* 3/8" 0.050" F P.T. Southern Pine (SG=.55) 9/16" 1-3/8" #12 SMS Aluminum, 6063-T5* 3/8" 0.063" (steel, 18-8 S.S. Steel Stud, Gr. 33* 3/8" 0.050" or 410 S.S.) Steel, A36* 3/8" 0.050" * MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. STRUCTURAL POLYISOBUTYLENE WITH DESICCANT EXT. GLASS * MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. SILICONE "A" = ANNEALED "H" = HEAT STRENGTHENED "T" = TEMPERED "PVB" = .090" TROSIFOLO PVB BY KURARAY AMERICA, INC. "SG" = .090" SENTRYGLASO INTERLAYER BY KURARAY AMERICA, INC. GLASS TYPES 9 THROUGH 16 MAY NOT BE USED WITH J-CHANNEL OR INTEGRAL ® FIN FRAMES. GLASS TYPES 5, 7, 9, 11, 13 & 15 MAY NOT BE USED IN ® THE HVHZ ABOVE 30'. r-HOT-MELT BUTYL STRUCTURAL SILICONE 1/4" NOM. FOAM 3/16" NOM. WITH DESICCANT EXT. GLASS NT. GLASS V,1// DINT. GLASS KODISPACE 100 4SG TPS ALUMINUM /REINFORCEMENT BUTYL & DESICCANT FOAM EXT. GLASS --\ 5/16" SUPER 101 SPACER® NXTTM POLYISO- BUTYLENE SEAL ROLL -FORMED STAINLESS STEEL INT. GLASS DU RASEAL® 102 SPACER EXT. GLASS DESICCANT FILL AREA r5/16" NOM. LICONE SEAL XL EDGETM 103 SPACER Material Min. Fy Min. F Steel Screw 92 ksi 120 ksi 18-8 Screw 60 ksi 95 ksi 410 Screw 90 ksi 110 ksi Elco/DeWalt Aggre-Gator® 57 ksi 96 ksi Elco UltraCon® 155 ksi 177 ksi 3/16" DeWalt UltraCon+® 117 ksi 164 ksi 1/4" DeWalt UltraCon+® 148 ksi 164 ksi 410 SS Elco/Dewalt CreteFlex® 127.4 ksi 189.7 ksi 6063-T5 Aluminum 16 ksi 22 ksi A36 Steel 36 ksi 58 ksi Gr. 33 Steel Stud 33 ksi 1 45 ksi NT. GLASS WINDOW FRAMES MAY BE ANY OF THOSE SHOWN BELOW: �� o D� o O FLANGE D� ❑ BOX OR O EQUAL LEG ❑ 0� 0 J-CHANNEL ❑ 0 INTEGRAL FIN ODU ❑ 3 NO I E: Stt Ut I AILS ANU UIMtNSIUNS UN ants I 1 u Part # Description Material 100 Kommerling 4SG TPS Spacer System 101 Quanex Super Spacer nXT with Hot Melt Butyl See this Sheet for Materials 102 Quanex Duraseal Spacer 103 Cardinal XL Edge Spacer REFERENCE TEST REPORTS: F IL-8111, 89ti8 & b9fU EXT OR 1/2" NOM.GLASS BITE TYP. I YK ULALINU UC IAIL 71 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 REGISTRATION #29296 ;- VINYL AWNING WINDOW NOA (LM) 0 9/9/14 GLASS/ANCHORS/FRAME OPTIONS om'' J ROSOWSKI AW 5540 NTS 2 OF 10 oz° MD-5540A.0 C C) REVISED ANCHOR TYPE TABLE. AK - 03/19/20 3„t i i rl1/ LICENSE��'� No.58705 441 SONAL 0\ \\.. A. LYNN MILLER, P.E. P.E.# 58705 INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES I INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X INSTALLATION DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETE/CMU. SEE NOTE 2, THIS SHEET. OPTION 1 EMBEDMENT ANCHORED THROUGH 1/4" MAX. SHIM SEE SHEET 9 FOR ALL 1/4" MAX. SHIM FRAME INTO 2X WOOD EDGE DISTANCE EMBEDMENT HARDWARE DESCRIPTIONS FRAME OR BUCKSTRIP. 80 ae SEE NOTE 2, THIS SHEET. EDGE < :.a ";. r 86 Q EDGE � � DISTANCE FLANGE EMBEDMENT DISTANCE FRAME 1 j J� SHOWN O • 4 6 < o TYP. ANCHOR TYPE, ❑ EMBEDMENT AND EDGE TYP. ANCHOR TYPE, �1/4" MAX. SHIM '. a o 0 DISTANCE PER SUBSTRATE, EMBEDMENT AND SEE TABLE 2, SHEET 2. ,� • 15 TYP. ANCHOR TYPE, --" _ _ - " _ ?'. EDGE DISTANCE PER EMBEDMENT AND (SHOWN IN LOCATION USED SUBSTRATE, SEE 62 L�OO EDGE DISTANCE PER WHEN ANCHOR IS IN -LINE e: TABLE 2, SHEET 2. 63 SUBSTRATE, SEE ASSEMBLY WITH THE HINGE o (SHOWN IN LOCATION D • TABLE 2, SHEET 2. ) °� o USED WHEN ANCHOR 11 11 VISIBLE LIGHT WIDTH IS IN -LINE WITH THE :17 2 LOCATION USED WHEN ANCHOR FLANGE 15 EXTERIOR EQUAL- HINGE ASSEMBLY). HD REINF. 0 IS BELOW THE HINGE ASSEMBLY. FRAME HD REINF. LEG/BOX O NOTES: SHOWN a LOCATION USED FRAME O 85 BUCK WIDTH WHEN ANCHOR IS 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON SHOWN BELOW THE HINGE TABLE 2, SHEET 2. FOLLOW EMBEDMENT AND EDGE DISTANCE HORIZONTAL SECTION A -A ASSEMBLY. LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. DADE APPROVED MULLION, 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE MAY BEVERTICAL ORHORIZONTAIL S E SUBSTRATEFRAMING STUD. PROPERTIES, TABLE 2, SHEET 2. 2, SHEET 2. ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO 1/4" MAX. BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE SHIM VISIBLE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. 1/4" MAX. SHIM BUCK LIGHT WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. HEIGHT HEIGHT 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND FLANGE SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. FRAME �� EQUAL LEG/BOX O� WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY SHOWN o FRAME SHOWN o OF THE ENGINEER OR ARCHITECT OF RECORD. O O TYP. ANCHOR TYPE, 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS EMBEDMENT AND EDGE Q DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. DISTANCE PER SUBSTRATE, SEE TA�JLE LOCATION USED 87 LOCATION USED 2, SHEET 2. (SHOWNWHEN ANCHOR IS SEE SHEET 9 FOR ALL WHEN ANCHOR IS LOCATION USED WHO IN -LINE WITH THE Q HARDWARE DESCRIPTIONS IN -LINE WITH THE ANCHOR IS BELOW THE HINGE ASSEMBLY. HINGE ASSEMBLY. EXT(E��RIOR HINGE ASSEMBLY 72 o� �7 EQUAL -LEG FRAME, AKTO CREATE C) N CHANGES 03/ gANTHIS SHEET. O FIN AND/OR FLANGE s EXTERIOR �� INSTALLATION INSTALLATION MAY BE REMOVED 6 IN -FIELD OPTION 4 OPTION 4 O CITYP. ANCHOR TYPE, EMBEDMENT EXTERIOR AANCHORED THROUGH ANCHORED THROUGH EQUAL- AND EDGE DISTANCE PER LEG/BOX SUBSTRATE, SEE TABLE 2, SHEET 2. FRAME INTO METAL FRAME INTO METAL ��P�rN FRAME �1/4" MAX. SHIM • • SHOWN 0 1070 TECHNOLOGY DRIVE ��\ta�` ��cENsFlf` N. VENICE, FL 34275 4 ' •° a ° (941)-480-1600 _ No• 58705 _ EMBEDMENT ® VISIBLE LIGHT FORMULAS < ° a WIDTH: BUCK WIDTH - 6-3/4" REGISTRATION #29296 0 .iffF INSTALLATION HEIGHT: BUCK HEIGHT - 6-3/4" c/ OPTION 2 ° EDGE DISTANCE VINYL AWNING WINDOW NOA (LM) 0 9/9/14 % %��, ` •. RIDP ' GN ANCHORED THROUGH y o �, ��/ �®�`/A�- �� \ FRAME DIRECTLY INTO o FLANGE & EQUAL-LEG/BOX FRAMES o J ROSOWSKI CONCRETE/CMU. VERTICAL SECTION B-B c� >C A. LYNN MILLER, P.E. AW 5540 ,° NTS ] 3 OF 10 o z Mr 1540A.0 , P.E.# 58705 INSTALLATION OPTION 5 INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. J-CHANNEL FRAME F� SHOWN BUCK HEIGHT EXTERIOR a f:17 VISIBLE LIGHT HEIGHT INTEGRAL FIN FRAME SHOWN INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. EMBEDMENT - —] EMBEDMENT VERTICAL SECTION D-D EDGE DISTANCE J� 1 1/4" MAX. SHIM j 1/4" MAX. SHIM EDGE DISTANCE --►�_ TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE,SEE TABLE 3, SHEET 2. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. (NAIL SHOWN) NOTES: ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR BUCKSTRIP SEE NOTE 2, THIS SHEET. SEE SHEET 9 FOR ALL HARDWARE DESCRIPTIONS 1/4" MAX. SHIM {-a-- EDGE DISTANCE u�UQ �I '" I � EMBEDMENT EMBEDMENT INTEGRAL TYP. ANCHOR TYPE, FIN EMBEDMENT AND EDGE o FRAME DISTANCE PER SUBSTRATE, J-CHANNEL 15 11 VISIBLE LIGHT WIDTH EXTERIOR SHOWN SEE TABLE 3, SHEET 2. FRAME HD REINF. 15 SHOWN BUCK WIDTH HORIZONTAL SECTION C-C 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLES 2 & 3, SHEET 2. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2, SHEET 2. _ ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE, WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. SEE SHEET 9 FOR ALL HARDWARE DESCRIPTIONS 1/4" MAX. SHIM DIS EDGETANCE VISIBLE LIGHT FORMULAS WIDTH: BUCK WIDTH - 6-3/4" HEIGHT: BUCK HEIGHT - 6-3/4" TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. (SCREW SHOWN) FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. Y BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLES 2 & 3, SHEET 2. INTEGRAL FIN FRAME SHOWN 1/4" MAX. SHIM INSTALLATION OPTION 6 ANCHORED THROUGH INTEGRAL FIN INTO METAL TYP. ANCHOR TYPE, EMBEDMENT — AND EDGE DISTANCE PER _ SUBSTRATE,SEE TABLES 2 & 3, SHEET 2. EXTERIOR INSTALLATION OPTION 7 ANCHORED THROUGH FRAME INTO METAL ALSO FOR DADE-APPROVED MULLION FIN AND/OR FLANGE MAY BE REMOVED IN -FIELD 1/4" MAX. SHIM 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 ?ffo (941)-480-1600 REGISTRATION #29296 VINYL AWNING WINDOW NOA (LM) 0 9/9/14 J-CHANNEL & INTEGRAL FIN FRAME om J ROSOWSKI AW 5540 NTS r 4 OF 10 �z MD-5540A.0 a C C) ADDED INSTALLATION OPTION, DADE MULLION NOTE. AK - 03/19/20 t��;I11t11//� F No. 58705 SATE OF +� e� / ONAL A. LYNN MILLER, P.E. P,E.# 58705 ILLUSTRATION OF AWNING -TO -AWNING (XX) (EQUAL LEG/BOX FRAME WITH IDENTICAL PRODUCTS COMBINED) A) INDIVIDUAL COMPONENTS: i� r / � 63" MAX. r / � r � r � r SERIES AWNING WINDOW ,-- FRAME ASSEMBLY TUBE/MULL �-- 60" MAX. —�—) �-� 60" MAX. —►� B) COMBINED SERIES ING WINDOW MAXIMUM DESIGN PRESSURE WHEN USING THE FRAME ASSEMBLY TUBE/MULL, SEE NOTE 2: +/- 70.0 PSF COMPONENTS: 8" MAX., SEE NOTE 3, THIS SHEET 4" MAX. --► ADDITIONAL MULLION ANCHOR 4" MAX. SEE NOTE 3, THIS SHEET 63" MAX. If r E , E ® 121-1 /4" MAX. ►) WINDOW ANCHOR C) HORIZONTAL SECTION E-E: ;�WINDOW HALLOW, FLUSH CAP 5540 SERIES 5540 SERIES AWNING �AWNING WINDOW o FRAME ASSEMBLY TUBE/MULL--/ / MIN. # 10 X 3/4" SMS @ 17" MAX O.C. THROUGH DEEP, FLUSH CAP INSTALLATION HOLES, SEE EXTERIOR WINDOW'S APPROVAL FOR SEE SHEET 6 FOR FRAME ANCHOR INFO. ASSEMBLY TUBE/MULLION DETAILS ILLUSTRATION OF AWNING -TO -CASEMENT -TO -FIXED CASEMENT (X/X/O) (FLANGE FRAME WITH DIFFERENT 5540 SERIES PRODUCTS COMBINED) A= 63" MAX. FOR FIXED CASEMENT A) INDIVIDUAL A= 40" MAX. FOR CASEMENT B) COMBINED COMPONENTS: A= 60" MAX. FOR AWNING 5540 SERIES AWNING WINDOW �\ FRAME ASSEMBLY TUBE/MULL 5540 SERIES CASEMENT WINDOW" FRAME Niue. IIIi ASSEMBLY TUBE/MULL 5540 SERIES FIXED CASEMENT WINDOW* *UNDER SEPARATE APPROVAL FRAME ASSEMBLY TUBE/MULL NOTES ALSO SEE NEXT SHEET: 127-1 /4" MAX. 84" MAX G--+--- COMPONENTS: WINDOW A `—ANCHOR VERTICAL SECTION F-F 4" MAX. MIN. # 10 X 3/4" SMS @ 17" MAX O.C. THROUGH 4" MAX. INSTALLATION HOLES, SEE WINDOWS APPROVALFOR _ ANCHOR INFO. 127-1 /4" MAX. ./4ADDITIONAL MULLION ANCHOR SEE NOTE 3, THIS SHEET j ( VERTICAL SECTION G-G aEXTERIOR a 8"MAX•° MIN. # 10 X 3/4" SMS @ 17" SEE NOTE 3, MAX O.C. THROUGH THIS SHEET INSTALLATION HOLES, SEE— WINDOW'S APPROVAL FOR ANCHOR INFO. 1) DRAWINGS SHOWN ON THIS SHEET ARE EXAMPLE CONFIGURATIONS FOR ALL FRAME TYPES. ADDITIONAL CONFIGURATIONS BASED ON WINDOW SIZE, TYPE, SHAPE, QUANTITY AND FRAME ASSEMBLY TUBE ORIENTATION ARE PERMISSIBLE FOLLOWING THE GUIDELINES OF THIS SHEET. 2) ANY 5540-SERIES CASEMENT (UNDER SEPARATE APPROVAL), FIXED CASEMENT (UNDER SEPARATE APPROVAL) OR AWNING WINDOW MAY BE ATTACHED TO THE FRAME ASSEMBLY TUBE/MULL, IN ANY COMBINATION TO THE SPAN AND WIDTH LIMIT SHOWN. FOR ALL WINDOWS IN THE ASSEMBLY, USE EACH WINDOW'S INDIVIDUAL APPROVAL FOR ANCHORAGE, SIZE AND DESIGN PRESSURE LIMITATIONS. THE LOWEST DESIGN PRESSURE OF THE WINDOWS OR FRAME ASSEMBLY TUBE/MULL APPLIES TO THE ENTIRE ASSEMBLY. 3) FOR ALL COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS ARE REQUIRED TO BE INSTALLED THROUGH THE WINDOW FRAMES, AS SHOWN ON THIS SHEET, ON EACH SIDE OF THE FRAME ASSEMBLY TUBE/MULL WHEN USING FLANGE OR EQUAL-LEG/BOX FRAMES. FOR FIN OR J-CHANNEL FRAMES ADDITIONAL ANCHORS AND END CAPS ARE REQUIRED AS SHOWN ON SHEET 6. 4) FOR FLANGE OR EQUAL-LEG/BOX FRAMES, THE FRAME ASSEMBLY TUBE TO BE FASTENED TO WINDOW, AS SHOWN IN DETAILS, WITH MIN. #10 X 3/4" SHEET METAL SCREWS. USE THE SAME SPACING AND QUANTITY AS THE WINDOW INSTALLATION ANCHORS GIVEN IN THAT PRODUCT'S APPROVAL, UP TO 17" MAX. O.C., ADD ADDITIONAL ANCHORS AS NEEDED. THE FRAME ASSEMBLY TUBE IS NOT REQUIRED TO BE CLIPPED TO THE SUBSTRATE. ALL EXTERIOR JOINTS TO BE SEALED BY INSTALLER. 5) THE FRAME ASSEMBLY TUBE/MULL MAY NOT EXCEED 63" IN LENGTH OR BE USED IN TEE OR CROSS CONFIGURATIONS. TWO ADJACENT WINDOWS MAY NOT EXCEED A TOTAL OF 127-1/4" IN WIDTH OR HEIGHT, FROM WINDOW BUCK TO WINDOW BUCK, INCLUDING THE FRAME ASSEMBLY TUBE/MULL WIDTH. 6) SHEET 5 & 6 REFER TO UNCLIPPED MULLION ASSEMBLIES. FOR CLIPPED MULLION ASSEMBLIES SEE 1070 TECHNOLOGY DRIVE TUBE MULLION UNDER SEPARATE APPROVAL, TO BE N. VENICE, FL 34275 REVIEWED BY BUILDING OFFICIAL. (941)-480-1600 REGISTRATION #29296 VINYL AWNING WINDOW NOA (LM) 9/9/14 FRAME ASSEMBLY TUBE DETAILS A J ROSOWSKI 0 AW 5540 ° NTS 5 OF 10 oz° MD-5540A.0I'] C 5540 SERIES AWNING WINDOW (SILL) SHALLOW, FLUSH CAP FRAME ASSEMBLY TUBE/MULL 5540 SERIES CASEMENT WINDOW (HEAD) 5540 SERIES CASEMENT WINDOW (SILL) SHALLOW, FLUSH CAP FRAME ASSEMBLY TUBE/MULL 5540 SERIES FIXED CASEMENT WINDOW (HEAD) C) NO CHANGES THIS SHEET. AK - 03/19/20 �ttttllttl//r OBEN `�`a No.58705 S ATE OFAX\ (� ONAL A. LYNN MILLER, P.E. P.E.# 58705 ILLUSTRATION OF END CAP USE WITH FIN AND J-CHANNEL FRAMES END CAP TO SPAN BOTH WINDOW ANCHOR WINDOWS, SEAL WITH SEE NOTE 2, SHEET 5 SILICONE. O 0 00 0 0 0 000 W INSTALL 11 ADDITIONAL GROUP E ANCHORS THROUGH THE END CAP OR 7 ADDITIONAL GROUP F ANCHORS. NOTES FOR FRAME ASSEMBLY TUBE END CAP: \- FRAME ASSEMBLY TUBE/MULL FRONT VIEW 1) APPLIES TO FIN OR J-CHANNEL FRAMES. 2) REQUIRED AT HEADER/SILL OR JAMBS TO SEAL THE END OF THE FRAME ASSEMBLY TUBE. 3) ALL WINDOW TYPES AND FRAME ASSEMBLY TUBE ORIENTATIONS APPLICABLE, SEE SHEET 5. 4) END CAP MAY REQUIRE IN -FIELD TRIMMING. STANDARD LENGTH IS 14". 1.250" I 100" 3.250" 90 FRAME ASSEMBLY TUBE, ALUM 6005-T5 1.874" - +►� j .375" .060" __j 91 SHALLOW, FLUSH CAP, PVC 1.874" —� .627" 060" A'�FFT 92 DEEP FLUSH CAP, PVC EITHER CAP MAY BE USED TO THE INTERIOR OR EXTERIOR. EXTERIC a SIDE VIEW FRAME ASSEMBLY TUBE NOTE: REFER TO SHEET 5 FOR THROUGH -FRAME ANCHORAGE AND THIS SHEET FOR NAIL FIN ANCHORAGE DETAILS TYP. AT ALL FRAME ASSEMBLY TUBE ENDS BOTH HORIZONTAL AND VERTICAL .221' —") �' REMOVE FOR YFIN APPLICATIONS 1.440" i .055" —►- .664"— OFRAME ASSEMBLY TUBE 93 END CAP, PVC "UNDER SEPARATE APPROVAL EXAMPLE CONFIGURATIONS WHEN USING THE FRAME ASSEMBLY TUBE/MULL. FOR TEES, CROSSES OR ASSEMBLIES WITH MORE THAN 4 UNITS USE CLIPPED, TUBE MULLION UNDER SEPARATE APPROVAL. 1-1/4" J:121-1/4" MAX. —•--I 1211 /4" MAX. r\ r\ r\ rt / AWN. \ AWN. \ r AWN. - � AWN. \ - ►-� 121-114" MAX. �- 2 OR MORE WINDOWS WITH VERTICAL FRAME ASSEMBLY TUBE/MULL. (4 WINDOWS MAX.) 1-1/4" (-+— 127-1/4" MAX. r \ r \ r \ r \ MAX. rl \\ FIXED 1 AWN. \ CASEMENT* �-+ — 127-1/4" MAX. I-t— 255-3/4" MAX. 2 OR MORE WINDOWS WITH VERTICAL FRAME ASSEMBLY TUBE/MULL. VARIOUS WINDOW TYPES AND SIZES (4 WINDOWS MAX.) j 63" MAX. A {-�- 60" MAX. -►I 127-1/4" {� AWNING MAX. AWNING 127-1/4" MAX. 255 3/4" AWNING z` MAX. 127-1 /4" MAX. AWNING ` 2 OR MORE WINDOWS (4 WINDOWS MAX.) WITH HORIZONTAL FRAME ASSEMBLY TUBE/MULL. A= 63" MAX. FOR FIXED CASEMENT A= 40" MAX. FOR CASEMENT A A= 60" MAX. FOR AWNING FIXED � 1-1/4" CASEMENT' 127-1 /4" MAX. 2 ��4" /' 127-1/4" MAX. 'CASEMENT,' -, �AVMINI�, 2 OR MORE WINDOWS (4 WINDOWS MAX.) WITH HORIZONTAL FRAME ASSEMBLY TUBE/MULL. VARIOUS WINDOW TYPES AND SIZES. 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 Rio REGISTRATION #29296 VINYL AWNING WINDOW NOA (LM) 0 9/9/14 ICI FRAME ASSEMBLY TUBE DETAILS B IPm�l J ROSOWSKI I AW 5540 °1 NTS 1r� 6 OF 10 Z� MD-5540A.0 Ord C C) NO CHANGES THIS SHEET. AK - 03/19/20 0 .�2 r �eeeS�'t.arNAV ttt�f No. 53705� i 3s: O ST TE OF ff�r /ON'AI...`�eee A. LYNN MILLER, P.E. P.E.# 58705 TABLE 4: Window Dimensions 42 43.776 45.6 4T583 49.745 c 52.114 rn 54.72 = 57.6 Y j 60.8 m 64.376 68.4 72.96 78.1 11 84 TABLE 5: Window Design Pressure (+/-, psfl 1/8" A CAP, AIRSPACE, 1/8" A, .090" PVB, 1/8" A & 1/8" T CAP, AIRSPACE, 1/8" A, .090" PVB, 1/8" A 3/16" A CAP, AIRSPACE, 1/8" A, .090" PVB, 1/8" A & 3/16" T CAP, AIRSPACE, 1/8" A, .090" PVB, 1/8" A Buck Width (in) 28 30 32 34 36 38 40 42 44 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +1-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +l-50 +/-50 +/-50 +/-50 +l-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +1-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +l-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +1-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 1 +/-50 Glass Types: 48 50 1 52.125 54 _ +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 5, 6, 7&8 60 +/-50 MAX. O.C. SPACING IF ANCHORING MAX. O.C. SPACING IF ANCHORING THROUGH THE FRAME PER SHEETS 3 & 4 THROUGH THE INTEGRAL FIN PER SHEET 4 APPLIES TO A ANCHORS ONLY APPLIES TOE ANCHORS ONLY (SEE TABLE 2) (SEE TABLE 3) SEE ELEVATION ON SHEET 1 4" FOR E ANCHORS Window Design Pressure (+/-, psfl Glass Types: 5, 6, 7&8 1/8" A CAP, AIRSPACE, 1/8" A, .090" PVB, 1/8" A & 1/8" T CAP, AIRSPACE, 1/8" A, .090" PVB, 1/8" A 3/16" A CAP, AIRSPACE, 1/8" A, .090" PVB, 1/8" A & 3/16" T CAP, AIRSPACE, 1/8" A, .090" PVB, 1/8" A Window Buck Width (in) Dimensions 1 28 30 32 34 36 38 40 42 44 48 50 52.125 54 60 42 +65/70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +651-70 +65/-70 +65/-70 +65/-70 +/-50 +/-50 43.776 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65l-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +/-50 +/-50 45.6 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +651-70 +65/-70 +651-70 +65/-70 +/-50 +/-50 +/-50 47.583 +65/-70 +65/-70 +65! 70 +65/-70 +65/ 70 +65/-70 +65/-70 +65/-70 +65/-70 +/-50 +/-50 +/-50 49.745 +65/-70 +65/-70 +65/-70 +65/-70 +651-70 +65/-70 +65/-70 +65/-70 +65/-70 +/-50 +/-50 ' 52.114 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65l-70 +/-50 +/-50 54.72 +65/-70 +65/-70 +651-70 +65/-70 +651-70 +65/-70 +64.2/-69.2 +/-50 +/-50 = Y 57.6 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +64/-68.9 +/-50 +/-50 3 m 60.8 +65/-70 +65/-70 +65/-70 +65/-70 +64.3/-69.3 +l-50 +/-50 MAX. O.C. SPACING IFANCHORING THROUGH THE FRAME PER SHEETS 3 & 4 MAX. O.C. SPACING IF ANCHORING THROUGH THE INTEGRAL FIN PER SHEET 4 64.376 +65/-70 +65/-70 +65/-70 +65/-70 +/-50 +/-50 68.4 +651-70 +65/-70 +65/-70 +/-50 +/-50 72.96 +65/-70 +651-70 +/-50 +/-50 APPLIESTOB,CORDANCHORS (SEETABLE2) APPLIES TOFANCHORS (SEE TABLE 3) 78 .1 71 +65/-70 +65/-66.4` +/-50 84 +65/-70 +/-63.1` SEE ELEVATION ON SHEET 4" FOR FANCHORS IF UOIIV V %ZLHJJ I II-CO O, ! VM O, H UCOI471V f-mr-000KC Vi 'I•oa/-/ V IV1H7 or- UJCU. 5/16" A/A F 7/16" AIR 1/8" A G 7/8" NOM. GLASS TYPE 5 5/16" A/A 7/16" AIR 1/8" 7/8" NOM PVB SPACE T GLASS aEXTERIOR 100-103 GLASS TYPE 6 5/16" A/A PVB 3/8" AIR SPACE - 3/16" A GLASS - < ] EXTERIOR 00-10: 7/8" NOM, GLASS TYPE 7 NOTES: 1) BUCK DIMENSIONS SHOWN. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. GLASS TYPES 5, 7, 9, 11, 13 & 15 MAY NOT BE USED IN ® THE HVHZ ABOVE 30'. "H" = HEAT STRENGTHENED "T" = TEMPERED "PVB" = .090" TROSIFOL® PVB BY KURARAY AMERICA, INC. "SG" = .090" SENTRYGLAS® INTERLAYER BY KURARAY AMERICA, INC. 1) FOR LAMINATED GLAZING COMPONENTS, SEE TABLE 1, SHEET 2. 2) SEE TYPICAL GLAZING DETAIL ON SHEET 2. 5/16" A/A PVB - 3/8" AIR SPACE- 3/16" T GLASS - G] EXTERIOR siffill l 7/8" NOM. GLASS TYPE 8 C) NO CHANGES THIS SHEET. AK - 03/19/20 0 � Y U naa � o rn O N O O a}o0 OJ M LO -, LO �e umajo O -1 o 6 Z (0 C) o W Z 00 _ ON W .. J 9MQ o W Z O¢ z m O O ~ ~ co Z 0 }aa45 O N J U) O Z F- z W N >¢ Z � uj J Z_ N :� i� (5 Q al}11 •asap sauas E/VSE No. 58705 � '.5SOT '. STATE F i �S �'•F�ORfDP.•'' O�e` G A. LYNN MILLER, P.E. P.E.# 58705 TABLE 6: Window Design Pressure (+/-, pst) Glass Types: 9, 10, 11, 12, 13, 14, 15 & 16 1/8" A CAP, AIRSPACE, 1/8' HS, .090" SG, 1/8" HS & 1/8" T CAP, AIRSPACE, 1/8" HS, .090" SG, 1/8" HS 3/16" A CAP, AIRSPACE, 1/8" HS, .090" SG, 1/8" HS & 3/16" T CAP, AIRSPACE, 1/8" HS, .090" SG, 1/8" HS 1/8" A CAP, AIRSPACE, 3/16" A, .090" SG, 3116" A & 1/8" T CAP, AIRSPACE, 3/16" A, .G90" SG, 3/16" A 3/16" A CAP, AIRSPACE, 3/16" A, .090" SG, 3/16" A & 3/16" T CAP, AIRSPACE, 3/16" A, .090" SG, 3/16" A Window Buck Width (in) Dimensions 28 30 32 34 36 38 40 42 44 47 60 42 +70/-110 +70/-110 +70/-110 +701-110 +70/-110 +70/-110 +70/-110 +70/-110 +701-110 +70/-110 +70/-110 c 64.34 +70/-110 +70/-110 +70/-110 +70/-110 +70/-110 +701-110 +701-110 +70/-110 +70/-110 +70/-110 Z 68.727 +70/-110 +70/-110 +70/-110 +70/-110 +70/-110 +70/-110 +70/-110 +70/-110 +70/-110 Widths over 72 +70/-110 +70/-110 +70/-110 +70/-110 +70/-110 +70/-110 +70/-110 +70/-110 4T' require 75.6 +70/-110 +70/-110 +70/-110 +70/-110 +701-110 +70/-110 +70/-110 around -the- m 79.578 +70/-110 +70/-110 +70/-110 +70/-110 +70/-110 +70/-110 comer 84 +70/-110 +70/-110 +70/-110 +70/-110 +70/-110 hardware 1 7/8" NOM. [---- 5/16" H/H SG 7/16" AIR SPACE- 1/8" A GLASS— aEXTERIOR GLASS TYPE 9 1 7/8" NOM. 5/16" H/H SG 7/16" AIR SPAC E- 1/8" T GLASS— EXTERIOR 7/8" NOM. GLASS TYPE 10 7/8" NOM. MAX. O.C. SPACING IF ANCHORING THROUGHTHE FRAME PER SHEETS 3 & 4 APPLIES TO B, CORD ANCHORS (SEE TABLE 2) SEE ELEVATION ON SHEET 1 GLAZING NOTES: "A" = ANNEALED "H" = HEAT STRENGTHENED "T" = TEMPERED "PVB" = .090" TROSIFOL® PVB BY KURARAY AMERICA, INC. "SG" = .090" SENTRYGLAS® INTERLAYER BY KURARAY AMERICA, INC. 1) FOR LAMINATED GLAZING COMPONENTS, SEE TABLE 1, SHEET 2. 2) SEE TYPICAL GLAZING DETAIL ON SHEET 2. 5/16" H/H SG 3/8" AIR SPACE- 3/16" A_ GLASS - aEXTERIOR 100-1 GLASS TYPE 11 7/8" NOM. NOTES: 1) BUCK DIMENSIONS SHOWN. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. GLASS TYPES 9 THROUGH 16 MAY NOT BE USED WITH J-CHANNEL OR INTEGRAL ® FIN FRAMES GLASS TYPES 5, 7, 9111, 13 & 15 MAY NOT BE USED IN ® THE HVHZ ABOVE 30'. 5/16" H/H SG — 3/8" AIR SPACE- 3/16" T GLASS aEXTERIOR 100-1 7/16" A/A SG 7/16" A/A SG 7/16" A/A SG 7/16" A/A SG — 5/16" AIR SPACE 5/16" AIR SPACE- 1/4" AIR SPACE 1/4" AIR SPACE - 1/8" A GLASS 1/8" T GLASS 3/16" A_ GLASS 3/16" T GLASS aEXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR 100-103 100-103 100-103 100-103 GLASS 13 GLASS 14 GLASS 15 TYPE TYPE TYPE 7/8" NOM. GLASS TYPE 12 7/8" NOM. GLASS TYPE 16 C) NO CHANGES THIS SHEET. AK - 03/19/20 It Y U) U nab O O O a _JD o N O M rY � -, u? �a UMaJG O _j o z O U WCj o Z It .. N O W .-. J Okla — > tLO O Z ¢O W Z J U_m o o F_ 0D o z a 3aa4S U) ® N U) J zo Z W Z alo0S H Z> O rA Q Ur Z � J Z N g U-) > C� Q a1}/1 asaG sauaS LxCE+ 131t_" No.58705 STATE O A. LYNN MILLER, P.E. P.E.# 58705 Frame Height Qty. Lock Points < 26.499" 1 26.500"-36.499" 2 36.500"-73.999" 3 74.000"-84.000" 4 ATTACHED FRAME JAME ATTACHEDT VENT SIDE RAIL EXTE C ATTACHED" FRAME JAMI ATTACHED FRAME JP ATTACK TO VE SIDE F Frame Height Hinge Length < 24.999" 12" 000"-33.999" 16" 000"-63.999" 20" 000%84.000" 28" FRAME JAM RAME SILL VERTICAL HARDWARE NOTES: 1) NOT ALL OPTIONS ARE SHOWN. Frame Width Qty. Snubbers < 30.000" 2 30.001"-48.000" 3 48.001"-60.000" 4 nr%r` Li V V /-%rx u_- 2.615" — II11 2.583" ji .075" —•► �-°'-- .340" 6O HD VENT RAIL 1.522" L� . 11 HD VENT REINFORCEMENT 316" —1.864" � .175" Ed .754" �- .035" - ►{f+-- LAMIIG EXTRUDED 72 GLAZING BEAD 80 SCREEN FRAME VENT SIDE RAIL 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 REGISTRATION #29296 VINYL AWNING WINDOW NOA (LM) Il o 9/9/14 BOM & ASSEMBLY A 2 (� J ROSOWSKI AW 5540 NTS 121 9 OF 10 oZ1 icc I MD-5540A.0 C FRAMEJAMB C) REVISED EXTERIOR NOTE. AK - 03/19/20 �\ ,`,,� '• LICENSE �fl��!•. _ No.58705 — 441 0 %, STATE OF 'jam\ c40RIDF\ A. LYNN MILLER, P.E. P.E.# 58705 TARI F 7- # Part # Description Material 1 620125 J-channel Frame PVC 2 620126 Flange Frame PVC 3 620127 Integral Fin Frame PVC 4 620128 Equal Leg/Box Frame PVC 6 620173 HD Vent Rail PVC 11 620164 HD Vent Reinforcement (Full Length) Alum. 6005-T5 15 6TP247 Weatherstrip, 65 +/-1 duro. Flex PVC 20 7024 Multi -Point Lock C Steel 21 7011 Multi -Point Lock Flat Support Plate C Steel 22 varies with size Tie Bar C Steel 23 20222 Tie Bar Guide C Steel 24 7014 Multi -Lock Keeper C Steel 25 71024XO562PPFX #10-24 x 9/16" Phi. PH Machine Screw SS 26 78X34PPTX410 #8 x 3/4" Phi. PH Tek SS 27 78X112PSAX #8 x 1-1/2" Phi. FH Tek SS 30 20239 Awning Scissor Operator C Steel 31 20240 Awning Narrow operator C Steel 32 7MC7034 Awning Scissor Operator Track SS 33 20257 Awning Narrow Operator Bracket C Steel 35 7030 Operator Gasket White Neoprene 36 7031 Operator Backing Plate C Steel 37 20253 Operator Cover 39 Standard Handle C Steel 40 7018 Folding Handle C Steel 41 7019 T-Handle (Thumbturn) C Steel 42 78X12PPMSX #8-32 x 1/2" Phi. PH Machine Screw SS 43 78S34PFAX #8 x 3/4" Phi. FH SS 44 78X1PSDX #8 x 1" Phi. FH Tek SS 50 7032HD/16/20/28 Awning 4-Bar Hinge C Steel 57 71OX12PPMSX #10 x 1/2" Phi. PH Machine Screw SS 62 720256 HD Snubber Die-cast Zinc 63 78X12PPSMSX #8 x 1/2" Phi. PH SS 64 20187 Anchor Hole Plug PVC 65 720309 Around the Corner Hardware Package Steel 72 720135 Lami IG Glazing Bead PVC 74 Backbedding, GE 7700 or Dow 791 or Dow 983 Silicone 78 71646N Setting Block (7/8" x 1" x 1/8"), 85 +/- 5 duro. EPDM 80 67006 Extruded Screen Frame 84 47040 Screen Corner Key 85 7CASPM Tension Spring 86 61816C34 Screen Cloth 87 61635/24 .140" Screen Spline Machine/Hand Rolled 90 620160A Frame Assembly Tube Alum. 6005-T5 91 620177 Shallow, Flush Cap PVC 92 620178 Deep, Flush Cap PVC 93 620132 Frame Assembly Tube End Cap PVC NOTES: 1) SOME PARTS NOT SHOWN ON DRAWING FOR CLARITY. 2) J-CHANNEL FRAME SHOWN, PART #1. OTHER FRAME TYPES, PARTS #2 - 4, APPLY. 3) ITEMS # 5, 7-10, 12-14, 16-19, 28, 29, 34, 38, 45-49, 51-56, 58-61, 66-71, 73, 75-77, 79, 81-83, 88, 89 & 94-99 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. 4) ENERGI PVC TO BE LABELED FOR AAMA EXTRUDER CODE. EXTERIOR MITERED FRAME & VENT CORNERS WITH INTERIOR AND EXTERIOR WELDS VENT ASSEMBLY DETAIL CO-EXTR WEATH .075" —p i1mvill■ 3.500" DED TRIP 2.880" QOO ] o OJ-CHANNEL FRAME 3.500" CO -EXTRUDED WEATHERSTRIP 2.880" QUO .075" O 219" OFLANGE FRAME 3.500" D D CO -EXTRUDED WEATHERSTRIP 2.880" 2.880" �❑ QOO .075" 219" OINTEGRAL FIN FRAME O EQUAL LEG/BOX FRAME FRAME OPTIONS 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 YnOT (941)-480-1600 REGISTRATION #29296 VINYL AWNING WINDOW NOA (LM) 9/9/14 BOM & ASSEMBLY B I ° m''I J ROSOWSKI AW-5540I °I NTS I fl 10 OF 10 to ZI MD-5540A.0 I'J C C) ADDED BACKBEDDING. AK - 03/19l20 }cE No.58705 O ST TE�O/ �� A. LYNN MILLER, P.E. P.E.# 58705 MIAMI-DADE MIAMI-DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION It 805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/buildine PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "CA-740" Outswing Aluminum Casement Window - L.M.I. APPROVAL DOCUMENT: Drawing No. MD-CA740-LM, titled "Casement Window Details - LM & SM", sheets 1 through 11 of 11, dated 08/08/12, with revision D dated 03/13/20, 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 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 17-0614.14 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 20-0402.02 Expiration Date: April 11, 2023 Approval Date: August 13, 2020 T8/3/20 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 12-1218.09) 2. Drawing No. MD-CA740-LM, titled "Casement Window Details — LM & SM", sheets 1 through 11 of 11, dated 08/08/12, with revision C dated 05/25/17, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 17-0614.14) B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super Spacer® NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 16-0629.21) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of a series CA740 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL-7065, dated 10/05/12, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 12-1218.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 611 Edition (2017), dated 06/09/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 17-0614.14) 2. Glazing complies with ASTM E1300-04 Manuel Perez, P.E. Product Control Ex n r NOA No. 20- 02.0 Expiration Date: April 11, 3 Approval Date: August 13, 2020 E - 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED) D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Kuraray 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 511 Edition (2014) and with FBC 6th Edition (2017), dated August 29, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 17-0614.14) 2. Statement letter of no financial interest, dated June 9, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 17-0614.14) 3. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No. 16-0629.21) G. OTHERS 1. Notice of Acceptance No. 16-0629.21, issued to PGT Industries, Inc. for their Series "CA-740" Outswing Aluminum Casement Window - L.M.I." approved on 08/11/16 and expiring on 04/11/18. Manuel Perez, P.E. Product Control Ex in r NOA No. 204402.0 Expiration Date: April 11, 3 Approval Date: August 13, 2020 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. MD-CA740-LM, titled "Casement Window Details — LM & SM", sheets 1 through 11 of 11, dated 08/08/12, with revision D dated 03/13/20, 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 6) Forced Entry Test, per ASTM F588 and TAS 202-94 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 6tn Edition (2017), prepared by manufacturer, dated 06/09/17 and revised and updated to the FBC 7tn Edition (2020) on 03/25/20, signed and sealed by Anthony Lynn Miller, P.E. 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" dated 05/09/19, expiring on 07/08/24. 2. Notice of Acceptance No. 18-0725.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas® XtraTM (SGXTM) Clear Glass Interlayer" dated 05/23/19, expiring on 05/23/24. Manuel Perez, P.E. Product Control Ex n r NOA No. 20- 02.0 Expiration Date: April 11, 3 Approval Date: August 13, 2020 E-3 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED (CONTINUED) F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6th Edition (2017) and the FBC 711 Edition (2020), dated March 10, 2020, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated March 10, 2020, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 19-1155 TP issued by the Product Control Section, dated January 10, 2020, signed by Ishaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No. 17-0614.14, issued to PGT Industries, Inc. for their Series "CA-740" Outswing Aluminum Casement Window — L.M.I." approved on 09/14/17 and expiring on 04/11/23. Manuel Perez, P.E. 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MIAMI DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMtrIISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadea!ov/eeonomv Gulf Coast Supply & Manufacturing, LLC. 4020 SW 449' Street Horseshoe Beach, FL. 32648 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 26 ga. Coastal 5V Roof Panel LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA# 14-0520.02 and consists of pages 1 through 5. The submitted documentation was reviewed by Alex Tigera. U-4 NOA No.: 19-0807.02 2M I ATM IMtAMtDA®uC J Expiration Date: 08/21/24 i Approval Date: 08/15/19 Page I of 5 ROOFING SYSTEM APPROVAL: Category: Sub -Category: Material: Deck Type: Maximum Design Pressure Roofing Metal, Panels (Non -Structural) Steel Wood -156.5 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product Dimensions 26 ga. Coastal 5V- 1= varies Crimp Roof Panel w = 26" (24" coverage) h = 3/8" Min. Thickness 0.018" (26ga.) Min. Yield Strength: 67ksi Trim Pieces 1= varies w = varies Min. Thickness 0.018" (26ga.) MANUFACTURING LOCATION: 1. Horseshoe Beach, FL. 2. Sebring, FL. 3. Stuart, FL. EVIDENCE SUBMITTED: Test Auency PRI Construction Materials Technologies Force Engineering & Testing Inc. Farabaugh Engineering and Testing, Inc. Test Product Specifications Description TAS 110 Corrosion resistant, galvanized, preformed, Valspar coated, prefinished, metal panels. Test Identifier VLS-004-02-01 VLS-005-02-01 TAS 110 Standard flashing and trim pieces. Manufactured for each panel width. 117-0065T-07A-C T215-08A Test Name/Report ASTM G 155 ASTM G 23 TAS 125 TAS 100 Date 02/22/ 13 02/22/ 13 08/02/13 08/13/14 NOA No.: 19-0807.02 MiAMii-DAD; CGi3�Y�l Expiration Date: 08/21/24 Approval Date: 08/15/19 Page 2 of 5 APPROVED ASSEMBLIES: System A: 26 ga. Coastal 5V-Crimp Roof Panel Deck Type: Wood, Non -insulated Deck Description: New Construction 19/32" or greater plywood or wood plank, or for re -roofing 15/32" or greater plywood. Maximum Uplift See Table A below. Pressure: Deck Attachment: In accordance with applicable Building Code, but in no case shall it be less than 8d ring shank nails spaced 6" o.c. In reroofing, where the deck is less than 19/32" thick (Minimum ' S/32") the above attachment method must be in addition to existing attachment. Underlayment: Minimum Underlayment shall be an ASTM D 226 Type H installed with a minimum 4" side - lap and 6" end -laps. Underlayment shall be fastened with corrosion resistant tin -caps and 12 gauge 1 '/4" annular ring -shank nails, spaced 6" o.c. at all laps and two staggered rows 12" o.c. in the field of the roll. Or, any approved underlayment having a current NOA. Fire Barrier: Any approved fire barrier having a current NOA. Refer to a current fire directory listing for fire ratings of this roofing system assembly as well as the location of the fire barrier within the assembly. See Limitation # 1. Valleys: Valley construction shall be in compliance with Roofing Application Standard RAS 133 and with Gulf Coast Supply & Manufacturing LLC's current published installation instructions. Metal Panels and Install the "26 ga. Coastal 5V-Crimp Roof Panel" and accessories in compliance with Gulf Accessories: Coast Supply & Manufacturing LLC's current, published installation instructions and details. Flashing, penetrations, valley construction and other details shall be constructed in compliance with the minimum requirements provided in Roofing Application Standards RAS 133. Panel fasteners shall be #9-15 x 1-%2" self drilling, self tapping, hex head screws with sealing washer of sufficient length to penetrate through the sheathing a minimum of 3/16 inch. Fasteners shall be installed at a maximum spacing as listed in Table A below parallel to the slope. Fasteners shall be installed at a maximum of 12" o.c. at panel edge. See detail herein. TABLE A MAximuM DESIGN PRESSURES Roof Areas Field Perimeter and Corner' Maximum Design Pressures -108.5 psf -156.5 nsf Maximum Fastener Spacing 12" o.c. 6" O.C. 1. Extrapolation shall not be allowed r, NOA No.: 19-0807.02 t FiiAMFDADE Ct7i.iNTY Expiration Date: 08/21/24 Approval Date: 08/15/19 Page 3 of 5 LIMYFATIONS 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. The maximum designed pressure listed herein shall be applicable to all roof pressure zones (i.e. field, perimeters, and comers). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and comers). 3. Panel shall be roll formed in continuous lengths from eave to ridge. Maximum lengths shall be described in the Roofing Application Standard RAS 133. 4. All panels shall be permanently labeled with the manufacturer's name and/or logo, and the following statement: "Miami -Dade County Product Control Approved" or with the Miami -Dade County Product Control Seal as seen below. All clips shall be permanently labeled with the manufacturer's name and/or logo, and/or model. �� • ►A_P._P_ROVEQ 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 19-0807.02 i�ii•DA 1r COiii+iTi Expiration Date: 08/21/24 Approval Date: 08/15/19 Page 4 of 5 PROFILE DRAWINGS DETAIL A 26 GA. COASTAL 5V-CRIMP ROOF PANEL -- — ------ --- ---- ---- 24" Coverage #9-15 x 1 1/2" Woodgrip Screw - #9-15 x 1 1/2" Woodgrip Screw 5V-Crimp Panel Plywood Decking - (By others) SeeTable A Herein for Maximum Fastening Spacing ` r= Moisture Barrier (By others) ___- -- 5V Panel END OF THIS ACCEPTANCE t•iiahsi•wE coin; tr NOA No.: 19-0807.02 • Expiration Date: 08/21/24 Approval Date: 08/15/19 Page 5 of 5 CREEK TECHNICAL SERVICES, LLC EVALUATION REPORT Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 (813)480-3421 FLORIDA BUILDING CODE, 7T" EDITION (2020) Manufacturer: GULF COAST SUPPLY & MANUFACTURING, LLC 14429 SW 2"d Place, Suite G30 Newberry, FL 32669 (352) 498-7852 www.gulfcoastsupi)lv.com Manufacturing Locations: Alachua, FL Sebring, FL Montgomery, AL Quality Assurance: Keystone Certifications, Inc. (QUA1824) SCOPE Issued October 22, 2020 Category: Roofing Subcategory: Metal Roofing Code Edition: Florida Building Code, 7th Edition (2020) High -Velocity Hurricane Zones (HVHZ) Code Sections: 1518.9.1, 1523.1.1, 1523.6.5, 1523.6.5.2.4, 1523.6.5.2.4.1 Properties: Wind Resistance REFERENCES gn-ti-ty Report No. Standard Year Architectural Testing, Inc. (TST1527) B9000.01-450-18 TAS 125 2003 Farabaugh Engineering & Testing, Inc. (TST1654) T126-07 TAS 100 1995 Farabaugh Engineering & Testing, Inc. (TST1654) T128-07 TAS 100 1995 Farabaugh Engineering & Testing, Inc. (TST1654) T129-07 TAS 100 1995 Farabaugh Engineering & Testing, Inc. (TST1654) T130-07 TAS 100 1995 Farabaugh Engineering & Testing, Inc. (TST1654) T132-07 TAS 100 1995 Farabaugh Engineering & Testing, Inc. (TST1654) T215-08 TAS 100 1995 Farabaugh Engineering & Testing, Inc. (TST1654) T270-08 TAS 100 1995 Farabaugh Engineering & Testing, Inc. (TST1654) T271-08 TAS 100 1995 Farabaugh Engineering & Testing, Inc. (TST1654) T272-08 TAS 100 1995 Farabaugh Engineering & Testing, Inc. (TST1654) T273-08 TAS 100 1995 Farabaugh Engineering & Testing, Inc. (TST1654) T356-10 TAS 100 1995 Force Engineering & Testing (TST5328) 72-0313T-06A-C TAS 125 2003 Force Engineering & Testing (TST5328) 72-0198T-07A-C TAS 125 2003 Force Engineering & Testing (TST5328) 117-0062T-07A-C TAS 125 2003 Force Engineering & Testing (TST5328) 117-0062T-07D-F TAS 125 2003 Force Engineering & Testing (TST5328) 117-0062T-07G-1 TAS 125 2003 Force Engineering & Testing (TST5328) 117-0062T-07J-L TAS 125 2003 Force Engineering & Testing (TST5328) 117-0065T-07A-C TAS 125 2003 Force Engineering & Testing (TST5328) 117-0238T-09D FM 4471 1992 Force Engineering & Testing (TST5328) 117-0238T-09E FM 4471 1992 Force Engineering & Testing (TST5328) 117-0238T-11A FM 4471 1992 Force Engineering & Testing (TST5328) 117-0378T-11A FM 4471 1992 Force Engineering & Testing (TST5328) 117-0378T-11B FM 4471 1992 Force Engineering & Testing (TST5328) 11 7-0378T-1 1 C FM 4471 1992 PRI Construction Materials Technologies (TST5878) HTL-018-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) 1272T0002 ASTM B 117 2016 TAS 110 2000 PRI Construction Materials Technologies (TST5878) 1272T0003 ASTM B 117 2016 TAS 110 2000 PRI Construction Materials Technologies (TST5878) 1272T0005 ASTM G 155 2013 TAS 110 2000 GCS20002b FL33818 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. p»E TECHNICAL SERVICES, LLC Enti PRi Construction Materials Technologies (TST5878) PRODUCT DESCRIPTION GULF COAST SUPPLY & MANUFACTURING, LLC Metal Roofing (HVHZ) Report No. Standard Year 1272T0006 ASTM G 155 2013 TAS 110 2000 GulfLok .Profile: _.__.......__ ._�.!n.., snap lock seam_ Max.16 in. coverage - - - - .......... --- -- _ ------ Description: ! Non-structural, snap lock standing seam roof panel with 7/8 in. slotted nail strip- -- ------.... _ _.... -- ._.._._.. Material: Min. 26 ga. ASTM A792 AZ50 coated with Florupon® or ASTM A653 G90; — — Fy = min. 50 ksi; -Shall conform with FBC Section 1507.4.3 F - 7 _ 12" and 16" Coverage VersaLoc Profile: 1.5 in. mechanical seam; Max. 18 in. coverage Description: Non-structural, mechanical lock 1800 standing seam roof panel i Material: Min. 24 ga. ASTM A792 AZ50 coated with Florupon® or ASTM A653 G90; -- Fy = min__ 50 ksi; Shall conform with FBC Section 1507.4.3 — - _ j5^.t8"Coverage 5V Crimp Profile: 7/16 in. ribs at 12 in. o.c.; 24 in. coverage Description: Non-structural, through fastened roof panel Material: Min. 26 ga. ASTM A792 AZ50 coated with Florupon® or ASTM A653 G90; Fy = min. 50 ksi; Shall conform with FBC Section 1507.4.3 Min. 0.032 in. ASTM B209, 3105 H24 aluminum; Optional Florupon® paint finish; _Fy = min. 25 ksi; Shall conform with FBC Section 1507.4.3 24" Coverage Gu1fPBR Profile: 1 1/4 in, ribs at 12 in. o_c.; 36 in. coverage -- — -- - -- ---- GCS20002b FL33818 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. UNL IIC- E K ( ` 1 TECHNICAL SERVICES, LLC GULF COAST SUPPLY & MANUFACTURING, LLC Metal Roofing (HVHZ) Description: ' Non-structural, through fastened roof panel Material: 1 Min. 26 ga. ASTM A792 AZ50 coated with Florupon® or ASTM A653 G90; — Fy = min. 80 ksi; Shall conform with FBC Section 1507.4.3 ,i tray - � -� — � -- :.�•--_� 36" Coverage GulfRib Profile: 3/4 in. ribs at 9 in. o.c.; 36 in. coverage Description: Non-structural, through fastened roof panel Material: Min. 29 ga. ASTM A792 AZ50 coated with Florupon® or ASTM A653 G90; Fy = min. 80 ksi; Shall conform with FBC Section 1507.4.3 F f �_ �•'•._-K+'+`-�_: Ste- L �\ �� T `._.� I 36" Coverage GCS20002b FL33818 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. I � T��i E Ci'� iTII GULF COAST SUPPLY &MANUFACTURING, LLC \ j jam, Metal Roofing (HVHZ) TECHNICAL SERVICES, LLC LIMITATIONS 1. Fire classification is not within the scope of this evaluation. 2. The roof deck and the roof deck attachment information are provided based on testing. FBC requirements for the rational design of the roof deck, including the attachment, are not within the scope of this evaluation. 3. Roof slope shall be 2:12 or greater. 4. Reroofing shall be in accordance with Section 1521. 5. Installation of the evaluated products shall comply with this report, RAS 133, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 6. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 7th Edition (2020) High -Velocity Hurricane Zones (HVHZ) as evidenced in the referenced documents submitted by the named manufacturer. R. p9/�,��' ` ,�P•••��C•E•IVSF• �s� No 74021 0 . STATE OF .,�'� •,. � 0 R � p P Nam`. illtll CERTIFICATION OF INDEPENDENCE 2020.10.22 15:53:10 oqu,y.ip,ea q 1+NvY R Prin1 -04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A— Installation (3 pages) 2) APPENDIX B — Approved Roof Systems (4 pages) 3) APPENDIX C — Design Wind Loads (3 pages) GCS20002b FL33818 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 7 CREEK TECHNICAL SERVICES, LLC GULF COAST SUPPLY & MANUFACTURING, LLC Metal Roofing (HVHZ) APPENDIX A INSTALLATION Note - Refer to the APPROVED Roof SYSTEMS section of this report for specific installation details of a selected system. Unless otherwise specified in this report the following installation details shall be met for the named products: Component Product Installation Detail #9-15 HWH wood screw with sealing washer #9-15 HWH WoodZAC screw Shall penetrate through the sheathing a minimum 3/8 in. Shall be corrosion #10-12 Pancake Type A resistant in accordance with FBC section 1507.4.4. Fasteners screw #12-11 Pancake Type A screw 1/4-14 HWH ZAC Impax Installed at panel side lap; Shall be corrosion resistant in accordance with FBC Lap screw section 1507.4.4. 24 ga. in -seam clip GulfLok Clip C C � CJ I Clips 0.78 h•-9-�---2- 4-1f4" — — — — — — — — — — — — — — — — — _, — _ NC-33003-3 Sliding Clip 2„ t 1/2" ! "I U I Sealants TiteBond Weathermaster Metal Roof Sealant Shall be applied in 1/4% 5/16" continuous beads on the male rib along the seam GCS20002b FL33818 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. II TECHNICAL SERVICES, LLC GULF COAST SUPPLY & MANUFACTURING, LLC Metal Roofing (HVHZ) APPENDIX A Fastening Details Nomenclature Attachment MAX.16" COVERAGE { GulfLok Type 1 I (1) #10-12 X 1" TYPE A PANCAKE GuIlLok"' CLIP 24 GA. GulfLok Type 2 X 1" TYPE A PANCAKE Max. 18" VersaLoc Type 1 rr --1500SC SLIDING CLIP (2) #12-11 x 1" Panhead per Clip---/T (1) #9-15 x 1-1/2" HWH w/Sealing Washer 5V Type 1� 12 12" ----�' At Panel Lap —� „ At, Panel Lap- #1/4-14 x 7/8" Lap Screw @ 240 O.C. Max. fi----121112 12�—�►' % 1 GulfPBR Type 1 I , j i �`--(1) #9-15 x 1-1/2" GCS20002b FL33818 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. c111�rod rct- rn1r &:1 �\ TECHNICAL SERVICES, LLC GULF COAST SUPPLY & MANUFACTURING, LLC Metal Roofing (HVHZ) APPENDIX A Fastening Details Nomenclature Attachment #1/4-14 x 7/8" Lap Screw @ 24" Q.C. Max.--� GulfPBR Type 2 !Jn ___7n------------ _5a 711 511 711 1511 ! i -(1) #9-15 x 1-1/2" At Panel Lap- GulfRib Type 1 4) #9-15 x 1-1 /2" w/Sealer Washer �6.5"-72.5"T-6.5"-72.5"T-6.5"--( 2.5"T-6.5" 2.5" GuifRib Type 2 L(1) #9-15 x 1-1/2' w/Sealer Washer GCS20002b FL33818 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. "O Y (n J> X p x = Y ao z = G z U)m � `n c) a -a c °o`o OEO co 000d ~ 'X V M O °c) d a M O , 'm C Z d ;� 0 co C a-C CO � U QL.L+ a o_ m �m'Xa3ic'�i°O 'O .y co cn N -'c v E (n �' a c U) O N O L O U a) a) :� C s U •� (D E (A L N E Q r2 co U- ° � :F U) 11 M Co M_ M C� ° N oS Esc a) d ? 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(n n C U d ham- n 00 N (A O M Y n Y M N CD N N M m N et M O) M CO tt N 0 n (n CO 0) M� CV O O O N (0 N O m 1` M�� m N d' n t M 0 0� (0 (o N n Q N 7 7 r 1 —1 .-1777-1777—.—.777 d O W O �^ O 0 L O� O N (O N 0 (M 0 �t 0 (O 0 (0 0 N In N O CM O dt O (O O (0N O LO N 0 Cl) 00 IT LO 00 CO N LO N 0 M 00 V (O 0 to 0 N (n N 0 CO) 0 et 0 (O 0 to 00 N N 0 M 0 'tt 0 LO 0 to YL = 2 N C6 d C r N Cl) Y N M N d C C7 N O T d m O T O O (0 C U C aw m wa O G) s 00) o m O W U d N 7 oa 10 Q d T E Oi E O 0 U L J C J O d cu d c R ..T. U C _T LU Q 00- 0 � rn a� c n L N p C 7 � U O �a C O E d c L O H � M N N U CO L H d 7 N > a rn 3r O > C' 2�' m m U L � � C O CL m O L a d LL O'a ap w CO w T � 7 U O w CM a O w C Q. (D m C m 1 L C6 O Q U `7 d rn C C 3 Occ fL0 p C) q j ca w m�� mn Cu o H a' a M IA�M I•DADE IZl+1�LL1 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NO MFM Building Products Corporation 525 Orange Street Coshocton, OH 43812 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.2ov/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 of the Florida Building Code. DESCRIPTION: Ultra HT Wind & Water Seaf" High Temperature LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA 13-1125.06 consists of pages I through 3. The submitted documentation was reviewed by Freddy Semino NOA No.: 18-1015.01 Expiration Date: 03/27/24 Approval Date: 12/20/18 Page 1 of 3 ROOFING COMPONENT APPROVAL Category: Sub -Category: Material: SCOPE: Roofing Underlayment SBS This acceptance is for Ultra HT Wind and Water Seafm High Temperature roof underlayment as described in this Notice of Acceptance, for use with approved prepared roof assemblies. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Dimensions Specification Product Description Ultra HT Wind and Water 36" x 67' rolls ASTM D 1970 45-mils thick (nominally), self adhering, Seal'" High Temperature membrane composed of a white, non -slip cross - laminated polymer film, laminated to a rubberized asphalt adhesive with a split release liner. MANUFACTURING LOCATION: 1. Coshocton, OH EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date PRI Construction Materials Technologies, MFM-039-02-01 ASTM D 1970 08/15/13 Inc. APPROVED ASSEMBLIES: Deck Type 1: Wood, non -insulated Deck Description: New construction or reroof minimum 19/32" or greater plywood or wood plank. System E (1): Anchor sheet mechanically fastened deck, membrane adhered. Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626 with a minimum 4" head lap and a 6" end lap mechanically fastened to deck with approved nails and tin caps 6"o.c. at the laps and two staggered rows 12"o.c. the field of the roll. Membrane: One or more plies of Ultra HT Wind & Water Sea IT" High Temperature underlayment with a minimum 3" side lap and 6" end lap. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release membrane as the membrane is applied. Surfacing: Approved for mechanically fastened metal roofing, asphaltic shingles, wood shakes and shingles, quarry slate roof assemblies. NOA No.: 18-1015.01 MIAMI•DAD; GouNTY Expiration Date: 03/27/24 Approval Date: 12/20/18 Page 2 of 3 LIMITATIONS: 1. Fire Classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. Ultra HT Wind & Water Sea IT' High Temperature underlayment shall be installed in strict compliance with applicable Building Code. 3. Ultra HT Wind & Water SealT"' High Temperature underlayment may be used in mechanically fastened metal roofing, asphaltic shingles, wood shakes and shingles, quarry slate roof assemblies. Ultra HT Wind & Water Seal' High Temperature underlayment shall not be used as roof tile underlayment. 4. Ultra HT Wind & Water SealT"' High Temperature underlayment shall be applied to a smooth, clean, and dry surface with deck free of irregularities. 5. Ultra HT Wind & Water Seal' High Temperature underlayment shall not be applied over an existing roof membrane as a recover system. 6. Ultra HT Wind & Water Seal' High Temperature underlayment shall not be left exposed as a temporary roof for longer than 30 days of application. 7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. 8. Ultra HT Wind & Water Seal' High Temperature underlayment may be used with any approved roof covering Notice of Acceptance listing Ultra HT Wind & Water Seal' High Temperature underlayment as a component part of an assembly in the Notice of Acceptance. If it is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. 9. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. For ridge applications, center the membrane and roll from the center outward in both directions. 10. Roll or broom the entire membrane surface so as to have 100% contact with the surface, giving special attention to overlap areas. 11. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 12. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusions to ensure a tight fit. A second layer of Ultra HT Wind & Water Seal" High Temperature underlayment shall be applied over the underlayment. 13. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. 14. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility, and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. END OF THIS ACCEPTANCE NOA No.: 18-1015.01 Expiration Date: 03/27/24 Approval Date: 12/20/18 Page 3 of 3 Protecto LWM200 TM Liquid Waterproofing Membrane One component, LWM200 for window/door openings is a non hazardous, environmentally friendly, primerless liquid flashing elastomeric polymer dispersion waterproofing membrane. This water -based, non -- for opening and detail bituminous, aqueous polymer dispersion is specifically designed for the demanding protection requirements of waterproofing window, door and CMU openings. — Meets or exceeds standards set by FMA/AAMA 200-12 Standards Practice for installation of Windows for Surface Barrier Masonry construction for E*eme WindlWater Conditions. — Meets or exceeds requirements for AAMA 714-15 Voluntary specification for Liquid Applied flashing around Exterior Wall openings. - FEATURES c& BENEFITS _T — single component product/no additives needed - f SS, One ss. _ - — bc,eiE'aili _ r — G!ea+for n�r�r` Itr ap ;liCations — 4.ailaoie vallon and gallon., sizes — water -based for easy cleanup PROTECTO LWM200" VAPOR PERMEABLE LIQUID WATERPROOFING MEMBRANE A non hazardous; environmentally friendly, elastomeric polymer dispersion waterproofing membrane. This water -based, non -bituminous, aqueous polymer dispersion is specifically designed for the demanding requirements of waterproofing window, door and CMU openings. FEATURES & BENEFITS • Meets or exceeds standards set by FMA/AAMA 200-12 and requirements forAAMA 714-15 • Great for rough openings in masonry construction and replacement installations • Single component product/no additives needed • One step application/no primer needed • Excellent adhesion/bonds to multiple surfaces • Water -based for easy cleanup • Can be used as a capillary break coating to keep ground moisture from wicking into foundation walls PROTECTO CHAO" VAPOR PERMEABLE WATER RESISTANT COATING A water resistant liquid membrane coating for application to concrete and masonry. It is an advanced hybrid acrylic polymer blended coating that is. oth flexible and breathable and can be applied with a brush, roller or airless sprayer. The coating is odorless, dries tan and can be painted any color. FEATURES & BENEFITS • Meets or exceeds ICC-ES AC29 requirements • Great for rough openings in masonry construction and replacement installations • Single component product/no additives needed • One step application/no primer needed • Excellent adhesion/bonds to multiple surfaces • Water -based for easy cleanup PROTECTO SEAL 45"ALUMINUM FACED WATERPROOFING MEMBRANE Made with a rubberized asphalt, our all purpose, exposable waterproofing membrane withstands weather elements and is UV resistant, making it excellent for use around skylights, gutters, HVAC units, commercial window flashing and low pitched and porch roofs. FEATURES & BENEFITS • Rubberized asphalt adhesive • UV rated for long term exposure • Aluminum foil facer film for added sealant adhesion • Fully adhered system • Puncture and abrasion resistant • Forms a positive airfvapor barrier • Available in mill finish only • IAPMO ER #362 P ROTE C T O SEAL 45 BUTYL" ALUMINUM FACED WATERPROOFING MEMBRANE Our butyl alternative to Protecto Seal 45. An all purpose, exposable waterproofing membrane withstands weather elements and is UV resistant, making it excellent for use around skylights, gutters, HVAC units, commercial window flashing and low pitched and porch roofs. FEATURES & BENEFITS • Proprietary recycled 100% butyl adhesive • UV rated for long term exposure • Aluminum foil facer film for added sealant adhesion • Fully adhered system • Puncture and abrasion resistant • Forms a positive air/vapor barrier • Available in mill finish only TECHNICAL DATA SHEET LL' M2O0TM Liquid Applied Waterproofing T sot Protest TEC? NIC AL DATA; Coiar 'Tan 1 AQTFA MaAIR i lrwr Arl- 13.23 I'd) 30 mil drv114.98 n.20 mil dry i Standard: 8.64 (r 30 mil dry16.74 r 2r7 mil dry — --� Water Penetration i ASTM E331 Passed-1 5 psfi0P87 Temperature Cycling j ASTIVI E2264-05 Fussed at Level 3, thermal cycling at OOF to i8O° F } (.180C to 820C�_ I Hydrostatic Pressure Over ASTM C836-95 35.45 Bursting Pressure (ft H20i i Cracks Low Temperature Flexibility 1 ASTM C336,� No cracking or damage was observed & Crack brid ink_ ; Section- 6.7 trength I ASTM C836, Avzrage 2.634 lbfl;n =-to section 6.10 Water .ASTM D2939, i Nc softening or loss of adhesion Section 15 i_ i Extensibility after yea: aging ASTM C836, j No breaking, cracking or tearing of the ftm was Section 6.12 1 abserved _ Extensibility after resistance to Decay_ ASTM El54 I No rupture, cracking or pinholes were observed _� Color Fastness of Surface j ASTM €�2565 ! ,lo change was observed after 1000 hours of Coating. _ ; _ _ ! exposure _ Resistance to Mold Growth ;ASTM 133273-34 I i!o m_olu �owth was observed Water Absorption ASTM C471 38.8% @ 30 rail dry i 2t3 dry 7 Hays Exposure _ 34_fs°J� mil Tensile @ Peak ASTIR•. 0412 71 psi @ 30 mil dry j 73 Psi�� 20 mil dry Elongation @ Sreak ASTM C412 597% @ 30 mil dry j 604% (U- 20 rail dry VOb ASTM 03792 _ Contains <190 gmll voc _ Weight I 9lbsr`gallon_ Coverage i i Up to 65 square feet per gallon @ 30 mil wet Service Temperature i 4QeF to 12Q°F t4°c #0 4fl°wj l Application Temperature 140OF (4'Cj and rising _ €hying tune U 77'F (25'C), l i Temperature & humidity dependent Touch: within 50% RH an hour_ - j Flammability ; The product is an aqueous solution and will not burn. if the liquid is allowed to evaporate, the solid l i �Lresidue , will burn. PACKAGING 1 gallon and 5 gallon containers (larger containers availabl-e upon request), DESCRIPTION LWM200rra is a liquid applied waterproofing membrane that is a non hazardous, water -based non -bituminous, environmentally friendly, ei-astomeric polymer clispe lion waterproofing membrane. FEATURES - One coat applications (based upon a 30 mil wet application) - No pruner required - will stop water leaks in non structural cracks - Can be applied to damp openings - Allows for easy reapplications and repairs L WM200 11.109 - Continuous coating, eliminates seams - Can be applied completely around the opening - Paintable, UV stable, will not emulsify - Standard color is tan - Brush or roller applied - Reduces potential for mold growth - Permeable - 90 day UV Exposure - Compatible with most commonly used building and window substrates, such as OSB, plywood, CMU, vinyl, aluminum, DensGlass Goido, treated lumber and various foam insulated products. USES LWM200 is specifically designed for the demanding requirements of waterproofing window, door and CMU openings; recessed window and door openings an air barrier/weather resistant barrier on exterior sheathing products; and to waterproof commercial and residential foundations. LIMITATIONS Do not let product freeze. Do not dilute liquid applied waterproofing membrane. Store indoors at temperatures above 40°F (4'C). Protecto Wrap recommends the ambient temperature should be 320F (0°C) and rising before application. Do not leave product in direct sun light. Do not leave container open when not using liquid applied waterproofing membrane. Do not use during rain or snow storms. SHELF LIFE LWM200 has a minimum 12 month shelf life if stored in original unopened containers (some separation may occur and should be re -mixed thoroughly prior to use lasing a standard paddle mixer). STORAGE Store indoors at temperatures above 40`F (4°C) in original unopened containers. PREPARATION Repair all structural deficiencies before applying LWM200. All surfaces should be clean and free of any frost, dirt, debris or other contaminants. Protect areas or surfaces not to be coated, such as doors, windows and floors, prior to applying LWM200. Non structural gaps and cracks up to 1/16" can be sealed with LWM200. Gaps and cracks 1/8" to'/4" must be sealed with Protecto Sealant 25XL or Protecto Patch. Gaps and cracks 1/4" to 3/8" must be filled with Protecto Patch. Gaps larger than 3/8" must be repaired prior to applying LWM200. APPLICATION LWM200 may be applied with a brush or roller without dilution. A minimum total wet application of 30 mils and a surface with 10 or less pinholes per square foot is required for a waterproofing system using a brush, roller, or spray application. A spray applied version of LWM200 Liquid Waterproofing Membrane is available upon request. Call your Protecto Wrap Representative for additional information. For commercial and residential foundation applications, use the spray applied version. For a spray application, and depending upon sprayer equipment used, the recommended orifice size is 0.027 to 0.031 inches with a minimum pressure of 1800 psi. Equipment cleans up with water. Specific installation instructions and detail drawings can be found at www.protectowrap.com. CLEAN UP Tools and surfaces can be cleaned with soap and water if LWM200 is not cured_ LWM200 11/o9 CAUTION Protecto Wrap Company recommends the use of protective gloves and safety glasses. LWM200 contains Latex polymers. LIMITED WARRANTY LWM200 is covered by the Protecto Wrap Company Standard 10 Year Limited Warranty. PROTECTO WRAP COMPANY 1955 South Cherokee Street Denver, CO 80223 (303) 777-3001 • (800) 759-9727 FAX (303) 777-9273 www.protectowrap.com LWM200 11109 SAFETY DATA SHEET This SDS complies with 29 CFR 1910,1200 (OSHA Hazard Communication Standard) and Canadian WHMIS Regulations. IMPORTANT: Read this SDS before handling and disposing of this product. Pass this information on to employees, customers and users of this product. 1. PRODUC3*AND COMPANY IDENTIFICATION Product Identity: Protecto Liquid Water Proofing Membrane LWM 200 intended Use: Construction Waterproofing Material Manufacturer: Protecto Wrap Company Telephone: (303) 777-3001 1955 South Cherokee Street Fax: (303) 777-9273 Denver, CO 80223 Internet: www.protectowrap.com Emergency Phone: ChemTel: Domestic 800-255-3924, International 813-248-0595 Prepared by: Protecto Wrap Company,1955 S Cherokee St., Denver, CO 80223 (800) 759-9727 12. HAZARDS IDENTIFICATION This product is a green liquid with slight odor. May cause mild eye and skin irritation. Product is not flammable. However, it is a manufactured article as defined in 29 CPR 1200(c) and not considered to be hazardous when used/applied per manufacturer's guidelines. 3. COMPOSITIONANFORMATION ON INGREDIENTS Hazardous Hazardous Component Subcomponent CAS No. Amount Exposure Limit 2-Ethyihexyl Benzoate 5444-75-7 01— 05 by weight Titanium Dioxide 13463-67-7 10 — 30 by weight TLV-TWA 10mg/m3; PEL 15mg/m3 Hydrophobed No Data 01— 05 by weight Polyethylene Glycol Aluminum Hydroxide 21645-51-2 01— 05 by weight Ethylene Glycol 107-21-1 01— 05 by weight TLV-STEL/C 100mg/m3 (aerosol only) Silica, amorphous, 112926-00-8 01— 05 by weight TLV-TWA 10 mg/m3; PEL precipitated and Gel 20 mg/m3 Styrene/Acrylic No Data 10 — 20 by weight Copolymer P(BA/MMA) 25852-3 10— 30 by weight Non -Hazardous Components >1%: 30-60%; 4. FIRSTAID MEASURES EYE: First check victim for contact lenses and remove if present. Flush victim's eyes with large quantities of water, holding the eyelids apart. Get medical attention if irritation persists. SKIN: Remove contaminated clothing and launder before re -use. (Discard contaminated shoes). Wash skin thoroughly with soap and water. If rash or irritation develop, get medical attention. INGESTION: if conscious, rinse mouth with water. Never give anything by mouth to an unconscious or convulsing person. DO NOT induce vomiting unless directed by medical personnel. Get medical attention. INHALATION: If symptoms of exposure develop, remove victim to fresh air. if breathing is difficult or symptoms persist, get immediate medical attention, if vomiting occurs naturally, have person lean forward to reduce risk of aspiration into lungs. 5. FIRE fICaHTING MEASURES Protecto Liquid Waterproofing Membrane LWM 200 09/2017 EXTINGUISHING MEDIA: Use alcohol resistant foam, Carbon dioxide, or dry chemical, to extinguish fire. Use fog nozzles if water is used. Use water to cool fire exposed containers and structures. UNUSUAL FIRE OR Product will burn if exposed to elevated temperatures or fire. EXPLOSION HAZARDS: SPECIAL FIRE -FIGHTING Firefighters should wear positive pressure self-contained breathing apparatus INSTRUCTIONS: and full protective clothing. Do not allow run-off from firefighting to enter drains or water courses. HAZARDOUS None determined COMBUSTION PRODUCTS: EXPLOSION DATA (sensitivity to mechanical impact or static discharge): None known. f. ACCIDENTAL RELEASE MEASURES Wear appropriate protective clothing as described in Section $. Absorb spill with inert materials (e.g. dry sand or earth). Pick up and place into an appropriate container for disposal. i 7 HANDLING AND STORAGE HANDLING: Avoid contact with the eyes and skin. Wash thoroughly after handling. Avoid inhaling vapor or mist. Do not cut, drill, grind or weld on or near containers, even empty containers. Empty containers retain product residues can be hazardous. Follow all SDS precautions when handling empty containers. STORAGE: Store in a cool, well ventilated area above 35' away from excessive heat and sources of ignition S. EXPOSURE COWROLS/PERSONAL PROTECTION EXPOSURE GUIDELINES: Refer to Section 3 ENGINEERING CONTROLS: General ventilation should be adequate for normal use. For operations where the TLV may be exceeded, mechanical ventilation such as local exhaust may be needed to maintain exposure levels below applicable limits. RESPIRATORY PROTECTION: None needed under ambient conditions. For situations where the product is heated, a NIOSH approved positive pressure self-contained breathing apparatus is recommended. Equipment selection depends on containment type and concentration, select in accordance with 29 CFR 1910.134 and good industrial hygiene practice. For firefighting, use self-contained breathing apparatus. SKIN PROTECTION: Avoid skin contact. Wear appropriate impervious gloves. EYE PROTECTION: Safety glasses or goggles should be worn where contact is possible. OTHER: Wear long sleeved shirt and long pants to avoid skin contact. Wash thoroughly after handling. Facilities storing or utilizing this material should be equipped with an eyewash station (small container use) and/or a safety shower (large container use). 9. PHYSICAL AND CHEMICAL PROPERTIES Appearance And Green liquid with slight odor Octanol/Water No data available Odor: Coefficient: Autolgnition Boiling Point: Bulk Density: Decomposition Temperature Evaporation Rate: None Determined 200-2700 F 10-12 lbs./gallon No data available No data available Page 2 of 5 PH: Relative Density Solubility In Water: Specific Gravity: Vapor Density: No data available Not applicable No data available No data available Greater than 1 (air = 1) Flammability Flammable Limits Flash Point: Melting Point: No data available LEL: not applicable UEL: not applicable No data available No data available Protecto Liquid Waterproofing Membrane LWM 200 09/2017 Vapor Pressure: Viscosity VOC Content: No data available No data available Material: 40 gm/I (includes water) Coating: 100 gm/I (excludes water) 10. STABILITY AND REACTIVITY STABILITY: Stable under normal storage and handling conditions. INCOMPATIBILITY: Oxidizers. Strong acids and alkalis. Freezing or temperatures below 32' F HAZARDOUS DECOMPOSITION PRODUCTS: None reported HAZARDOUS POLYMERIZATION: not reported 11. TOXICOLOGICAL INFORMATION INGESTION: No adverse effects are expected from normal use. Swallowing may cause gastrointestinal irritation, nausea, vomiting and diarrhea. INHALATION: No adverse effects expected at ambient temperatures. Vapors released from heating product may cause respiratory irritation. EYE: May cause irritation with redness, tearing and blurred vision. SKIN: May cause irritation. SENSITIZATION: This product is not expected to cause sensitization. CHRONIC/CARCINOGENICITY: No adverse effects expected at ambient temperatures. IARC: "Possibly Carcinogenic to Humans", Group 28. MUTAGENICITY: No adverse effects from available data. SYNERGISTIC PRODUCTS: None specifically known. MEDICAL CONDITIONS AGGRAVATED BY EXPOSURE: Employees with pre-existing skin and respiratory disorders may be at increased risk from exposure. RTECS ## Titanium Dioxide XR2275000 i Skin Human Standard Draize Test 300 ug/3D (intermittent) Ingestion Rat TDLo 60 gm/kg; Gastrointestinal Hypermotility, diarrhea, other changes I Carcinogenicity IARC Group 2b: possibly carcinogenic to humans Aluminum SDO940000 Hydroxide 4 Ethylene Glycol KW2975000 Eye Rabbit TDLo 10 pph Conjunctive irritation i Eye Rat Standard Draize Test: 0.012%/3D Eye Rabbit Standard Draize test: 500 mg/24H Eye ! Rabbit Standard Draize test: 100 mg/1H Eye ( Rabbit Standard Draize test: 0.012 ppm/3D Skin Rabbit LD50: 9350 ul/kg Ingestion Oral Rat LD50: 4700 mg/kg i Oral Guinea Pig LD50: 6600 mg/kg; behavioral depressed activity; gastrointestinal; kidney/ureter/bladder, other changes Oral mouse LD50: 5500 mg/kg Page 3 of 5 Protecto Liquid Waterproofing Membrane LWiv1200 09/2017 Silica, amorphous, ` VV315000 precipitated & Gel P9BA/MMA) UD3428000 , 12. ECOLOGICAL INFORMATION (non mandatory) No ecotoxicity data is available for this product at this time. 13. DISPOSAL CONSIDERATIONS (non mandatory) Dispose in accordance with local, state and federal environmental regulations. 14.TRANSPORT INFORMATION (non mandatory) DOT HAZARDOUS MATERIALS DESCRIPTION Proper Shipping Name: Not Regulated Hazard Class/Packing Group: None UN Number: None Labels Required: None North American Emergency Response Guide Book Number None 15, REGULATORY INFORMATION iron mandatory};.. CERCLA / SUPERFUND This product is not subject to CERCLA reporting requirements. SARA HAZARD CATEGORY (311/312): Acute Health SARA 313 INFORMATION: This product contains the following chemicals subject to Annual Release Reporting Requirements Under SARA Title III, Section 313 (40 CFR 372): ._---------._._..----- None __ A --...__._._..__.. EPA All of the ingredients in this product are listed on the EPA TSCA inventory INVENTORY: CALIFORNIA This product contains the following chemicals known to the State Titanium Dioxide PROPOSITION 65 of California to cause cancer: This product contains the following chemicals known to the State of California to cause developmental toxicity birth defects): None This product contains the following chemicals known to the State of California to cause male reproductive toxicity: None CANADA: This product has been classified under the CPR and this SDS discloses information elements required by the CPR. CANADIAN WHMIS: CLASSIFICATION: Not a controlled product (manufactured article) CANADIAN CEPA: All the components of this product are listed on the Canadian DSL 16. OTHER INFORMATION SDS Date of Preparation: 08/2017 NFPA RATING: Health = 1 Fire = 1 Reactivity = 0 HIVIIS RATING: Health =1' Fire =1 Reactivity = 0 NOTICE The supplier disclaims all expressed or implied warranties of merchantability or fitness for a specific use, with respect to the product or the information provided herein, except for conformation to contracted specifications. All information appearing herein is based upon data obtained from manufacturers and/or recognized technical sources. While the information is believed to be accurate, we make no representations as to its accuracy or sufficiency. Conditions of use are beyond our control and therefore, users are responsible for verifying the data under their own operating conditions to determine whether the product is suitable for their Page 4 of 5 Protecto Liquid Waterproofing Membrane LWM 200 09,1201? particular purposes and they assume all risks of their use, handling and disposal of the product. Users also assume all risks in regards to the publication or use of, or reliance upon, information contained herein. This information relates only to the product designated herein and does not relate to its use in combination with any other material or process. ' See Section i 1 - Toxicological Information Page 5 of 5 R703AFiashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration pmducts shaCl b�_sealed at t#?e ft��?ett re wit#;_the building wall with, a sealant complying with AAMA 800 or ASTM 0920 Class 25 Grade M or greater for proper Joint expansion atnd contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for th8 type.._ofz sealant. -I`ll-appUecLmem- b tines used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved corrosionresistant flashings shall be installed at the following locations: 1. 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section: 703.2 for subsequent drainage. Mechanically attached flexible fiashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 1. 1.1.The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided; pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wail finish or to the waterresistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides, �.-n 0 Q 0