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HomeMy WebLinkAboutNOA'SDEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Polyglass USA Inc. 1111 W. Newport Center Drive Deerfield Beach, FL 33442 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economv SCANNED BY St. Lucie County 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: Polyglass Polystick Underlayments 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 and revises NOA No.15-0410.04 and consists of pages 1 through 8. The submitted documentation was reviewed by Freddy Semino., al NOA No.: 17-0614.22 MIAMFDADECOUNTY Expiration Date: 09/13/21 Approval Date: 07/06/17 Pagel of 8 ROOFING COMPONENT APPROVAL Category Roofing Sub -Category: Underlayment Material: SBS , APP Self -Adhering Modified Bitumen PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick IR-Xe 65' x 3'3-3/s" ASTM D 1970 A fine granular/sand top surface self -adhering, APP Manufacturing Or 65' x 3' polymer modified, fiberglass reinforced, bituminous Location #1 & #2 60 mils thick sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield. Polystick Dual Pro 61' x 3'3 3/8" TAS 103 and A rubberized asphalt self -adhering, glass-fiber/polyester Manufacturing 60 mils thick ASTM D 1970 reinforced waterproofing membrane. Designed as a Location #2 metal roofing and roof tile underlayment. Polystick Tile Pro 61' x 3'3?/s" TAS 103 and A rubberized asphalt self -adhering, glass-fiber/polyester Manufacturing 60 mils thick ASTM D 1970 reinforced waterproofing membrane. Designed as a metal Location #2 roofing and roof tile underlayment. Polystick TU Max 65'8" x 39-3/8" TAS 103 and A rubberized asphalt self -adhering, polyester reinforced Manufacturing 60 mils thick ASTM D 1970 waterproofing membrane. Designed as a a roof tile Location #1 & #2 underlayment. Polystick TU P 32'10" x 3'3 i/s" TAS 103 and. A rubberized asphalt waterproofing membrane, glass - Manufacturing 130 mils thick ASTM D 1970 fiber/polyester reinforced, with a granular surface Location #2 designed for use as a tile roof underlayment. Polystick TU Plus 65' x 313 3/a" TAS 103 and A rubberized asphalt self -adhering, glass-fiber/polyester (Surface Printing) 80 mils thick ASTM D 1970 reinforced waterproofing membrane. Designed as a metal Manufacturing roofing and roof tile underlayment. Location #1 & #2 Polystick NITS 6518" x 313 3/s" TAS 103 A homogeneous, rubberized asphalt waterproofing Manufacturing 60 mils thick membrane, glass fiber reinforced with polyolefinic film Location #2 on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. Polystick MTS Plus 65'8" x 3'3 ;/s" TAS 103 A homogeneous, rubberized asphalt waterproofing Manufacturing 60 mils thick membrane, glass fiber reinforced with polyolefinic film Location #2 on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. Elastofiex S6 G 32'10" x 3'3 3/e" TAS 103 and Polyester reinforced, SBS modified bitumen membrane Manufacturing ASTM D 6164 with a sanded back face and a granule top surface. For Location #2 use in roof tile underlayment systems. NOA No.: 17-0614.22 MIAMI•DADECOUNTY Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 2 of 8 MANUFACTURING PLANTS: 1. Hazelton, PA 2. Winter Haven, FL EVIDENCE SUBMITTED Test Agency Test Identifier Test Name/Renort Date Trinity ERD P10870.09.08-RI TAS 103 12/04/08 P10870.04.09 TAS 103/ASTM D4798 & G155 04/13/09 P33360.06.10 ASTM D1970 07/O1/10 P33370.03.11 TAS 103 03/02/11 P33370.04.11 ASTM D 1623 04/26/11 P36900.09.11 TAS 103/ASTM D4798 & G155 09/O1/11 P37300.10.11 TAS 110/ASTM D4798 & D1970 10/19/11 P40390.08.12-2 ASTM D 1623 08/07/12 P37590.07.13-1 ASTM D6164 07/02/13 P45270.05.14 TAS 103, TAS 110 & ASTM D1623 05/12/14 P46520.10.14 ASTMD1623 10/03/14 P44360.10.14 TAS 103 & TAS 110 10/07/14 P43290.10.14 ASTM D 1970 & TAS 110 10/17/14 PLYG-SCI0130.06.16-3 TAS 103 & TAS I10 06/27/16 PLYG-10130.06.16-1 ASTM D1970 & TAS 110 06/27/16 PRI Asphalt Technologies PUSA-035-02-01 TAS 103 09/29/06 PUSA-055-02-02 TAS 103 12/10/07 PUSA-089-02-01 TAS 103/ASTM D4798 & G155 07/06/09 Momentum Technologies, Inc. JX20H7A TAS 103/ASTM D4798 & G155 04/01/08 RX14E8A TAS 103/ASTM D4798 & G155 11/09/09 DX23D8B TAS 103/ASTM D4798 & G155 02/18/10 DX23D8A TAS 103/ASTM D4798 & G155 02/18/10 LABELING: 1. 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. BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 3 of 8 INSTALLATION PROCEDURES: Deck Type 1: Wood, non -insulated Deck Description: Min. 19/32" plywood or wood plank System Type E(1): Anchor sheet mechanically fastened to deck, membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type 11 or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for base sheet only) Membrane: Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS or Polystick MTS Plus, self -adhered. Surfacing: See General Limitations Below. Deck Type 1: Wood, non -insulated Deck Description: Min. 19/32" plywood or wood plank System Type E(2): Anchor sheet mechanically fastened to deck, membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type B or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for base sheet only) Membrane: Elastoflex S6 G, hot asphalt applied Surfacing: See General Limitations Below. Deck Type 1: Wood, non -insulated Deck Description: Min. 19/32" plywood or wood plank System Type E(3): Base sheet mechanically fastened to deck, subsequent cap membrane self- adhered. Anchor/Base Sheet: One or more plies of ASTM D 226 Type 11 or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4"head lap. (for base sheet only) Ply Sheet: Polystick MTS Plus, self -adhered with minimum 3" horizontal laps and minimum 6" vertical laps. Membrane: Polystick TU Plus, self -adhered. Surfacing: See General Limitations Below. NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 4 of 8 INSTALLATION REQUIREMENTS: 1. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose deck panels, and sweep the deck thoroughly to re move any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the cave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. All side laps shall be a minimum of 3" and end laps shall be a minimum of 6". Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. 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. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention to lap areas. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. 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 protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick Dual Pro, Polystick Tile Pro, Polystick TU Plus, Polystick MTS and Polystick MIS Plus may be used in asphaltic shingles, wood shakes and shingles, non-structural metal roofing, roof tile systems and quarry slate roof assemblies. Polystick TU P may be used in all the previous assemblies listed except metal roofing. Polystick IR-Xe may be used in all the previous assemblies listed except metal roofing and roof tile systems. Polystick TU Max may be used in non-structural metal roofing and roof tile systems. Elastollex S6 G may be used in roof tile systems only. 3. Deck requirements shall be in compliance with applicable building code. 4. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall not be adhered directly over a pre-existing roof membrane as a recover system. 6. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall not be left exposed as a temporary roof for longer than the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. Exposure Limitations (Days) MTS IR-Xe Elastollex S6 G TU Plus TU P Tile Pro Dual Pro TU Max MTS Plus Winter Haven, FL 180 90 180 180 1 180 180 180 180 180 Hazelton PA N/A 90 N/A 180 1 N/A N/A N/A 180 N/A 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and NOA No.: 17-0614.22 MIAWDADE COUNTY Expiration Date: 09/13/21 0 Approval Date: 07/06/17 Page 5 of Rule 61G20-3 of the Florida Administrative Code. 8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance. Polystick Tile Pro, Polystick TU Max; Polystick TU Plus or Elastoflex S6 G may be used in both adhesive set and mechanically fastened roof the applications. Polystick Dual Pro is limited to mechanically fastened roof tile applications. Polystick MTS and Polystick MTS Plus are limited to mechanically fastened with the limitations outlined in Section 9. Polystick TU P may be used in mechanically fastened roof tile applications with the exception of mortar set tile applications. 9. When loading roof tiles on roof tile underlayment for (direct -to -deck) tile assemblies, the maximum roof slope shall be as follows: (See Table Below) Tile Polystick Elastoflex Polystick TU Plus, Polystick Polystick System (E3) Profile MTS S6 G TU P, Tile Pro, TU Max MTS Plus MTS Plus with Dual Pro TU Plus Flat Tile Prohibited 4:12 6:12 6:12 5:12 6:12 without battens Profiled Prohibited 4:12 6:12 6:12 4:12 6:12 Tile without battens The above slope limitations can be exceeded only by using battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. When battens are required, they shall be utilized during loading and installation of tiles. 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedure — two tiles laid perpendicular to slope followed by a maximum four tile stack parallel to the slope, for a total of 6 tiles — for all underlayments except Polystick MTS which shall be loaded onto battens. W NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 6 of 8 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G may be used with any approved roof covering Notice of Acceptance listing Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G as a component part of an assembly in the Notice of Acceptance. If Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex 86 G are not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Section for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls, with the exception of Polystick TU Plus should be back -nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum I %" metal disk as required in Miami -Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail area, area para clavar" on the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area being back -nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing Cement, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick MTS. S. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. See General Limitations #9 and #10. 6. Battens and/or Counter -battens, as required by the tile manufacturers NOA, must be used on all projects for pitch/slopes of T712" or greater. It is suggested that on pitch/slopes in excess of 6 W712", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty -Eight (48) Hours. 8. Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing Cement to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 7 of 8 10. All self -adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the -roof. Brooming-may. be used where slope prohibits rolling. 11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes can be furnished upon request by our Technical Services Department by calling 1 (800) 894-4563. 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894-4563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association (NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 8 of 8 RECEIVED MAR 0 5 2019 MIAMI•DADE ' a � ST. Lucie Countv. Permitting — m .� DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) FILE COPY MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 w .mlamidade.eov/economy Boral Roofing, LLC 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 SCANNED BY SCOPE: St. Lucie County 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 theirjurisdiction. 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: Estate "S" Tile 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 revises NOA No. 16-0112.08 and consists of pages 1 through 7. The submitted documentation was reviewed by Freddy Semino Im NOA No.18-0829.03 Expiration Date: 08/23/21 Approval Date: 10/11/18 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category:_ Roofing Tiles Material: Concrete 1. SCOPE This approves a roofing system using Boral Estate 'IS" Concrete Roof Tile, as manufactured by Boral Roofing, LLC in Okeechobee, FL as described in Section 2 of this Notice of Acceptance, designed to comply with the Florida Building Code for High Velocity Hurricane Zone. For use in locations where the pressure requirements, as determined by applicable Building Code, do not exceed the design pressure values obtain by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be prepared as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Dimensions Test Product Applicant Specifications Description Boral Estate `S' Roof Tile Length = 16-1/2" TAS 112 Low profile, interlocking, extruded Width = 13" Type lb concrete roof tile equipped with two nail Class III hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. Trim Pieces l = varies TAS 112 Accessory trim, concrete roof pieces for w = varies use at hips, rakes, ridges and valley varying thickness terminations. Manufactured for each file profile. 2.1 MANUFACTURING LOCATION 1. Okeechobee, FL 2.2 PRODUCTS MANUFACTURED BY OTHERS Product Name ICP Adhesives Polyset® AH-160 TILE BOND' Roof Tile Adhesive DAP Foam Touch N Seal StormBond® 2 Roof Tile Adhesive _ APPROVED Product Description Two component polyurethane foam adhesive. Single component polyurethane foam roof tile adhesive. Two component polyurethane foam adhesive. Manufacturer (With Current NOA) ICP Adhesives and Sealants, Inc. The Dow Chemical Company Dap Foam, Inc. NOA No. 18-0829.03 Expiration Date: 08/23/21 Approval Date: 10/11/18 Page 2 of 7 2.3 EVIDENCE SUBMITTED: Test Agency Redland Technologies Professional Service Industries, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Walker Engineering, Inc. Test Identifier 7161-03 7161-03 7161-03 P0402 P0631-01 Letter Dated Aug. 1, 1994 224-47099 94-060B 94-084 25-7094-1 25-7094-7 25-7094-4 Project No. 307025 Test #MDC-76 25-7183-1 25-7183-2 25-7214-2 25-7214-6 528454-2-1 520109-2 Calculations IBA Consultants, Inc. 2381-264 American Test Lab of South Florida RT1210.03-15 PRI Construction Material DAPF-004-02-05 Technologies DAPF-004-02-07 3. LIMITATIONS: Test Name/Reaort PA 102 PA 102(A) PA 108 Withdrawal Resistance Testing of screw vs. smooth shank nails PA 108 PA 108 PA 112 PA 101 PA 101 PA 102 PA 102 PA 102 PA 100 PA 102 PA 102 PA 102 PA 102 PA 101 Aerodynamic Multiplier TAS 112 TAS 112 TAS 101 Static Uplift Resistance (Adhesive Set) Date Dec. 1991 Dec. 1991 Dec. 1991 Sept. 1993 July 1994 Aug. 1994 Sept. 1994 March, 1994 May 1994 Oct. 1994 Oct. 1994 Oct. 1994 Oct. 1994 Feb. 1995 Feb. 1995 March, 1995 March, 1995 Sep.1998 Dec. 1998 March 1999 01/08/08 12/17/15 07/26/18 07/26/18 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS 106 may required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Miami -Dade Product Control Section for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. NOA No. 18-0829.03 MIAMI•DADE COUNTY Expiration Date: 08/23/21 r—Uli , Approval Date: 10/11/18 Page 3 of 7 3.7 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. 4. INSTALLATION 4.1 Boral Estate "S" Concrete Roof Tile and its components shall be installed in strict compliance with Miami Dade County Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations. Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight-W (Ibf) Length4 (ft.) Width-w (ft.) Boral Estate 'S' Roof Tile 10.0 1.375 1.08 Table 2: Aerodynamic Multipliers - X (W) Tile Profile X (w) Batten Application 2 (ft3) Direct Deck Application Boral Estate'S' Roof Tile 0.267 0.289 Table 3: Restoring Moments due to Gravity - M9 (ft: Ibf) Tile Profile 3":12" 4":12" VAT' 6":12" Greater than 7":12" Boral Estate 'S' Roof Tile Battens Direct Deck Battens I Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 5.91 6.74 5.82 6:64 5.70 1 6.50 5.56 1 6.33 5.40 1 6.14 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Boral Estate 2-10d Ring Shank Nails 27.8 37.4 28.8 'S' Roof Tile 1-10d Smooth or Screw Shank Nail' 8.8 11.8 4.1 2-10d Smooth or Screw Shank Nails 16.4 21.9 7.1 1 #8 Screwz 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 1-10d Smooth or Screw Shank Nail Field Cli 2 24.3 24.3 24.2 1-10d Smooth or Screw Shank Nail Eave Cli 2 19.0 19.0 22.1 2-10d Smooth or Screw Shank Nails Field Clip) 35.5 35.5 34.8 2-10d Smooth or Screw Shank Nails Eave Clip) 31.9 31.9 32.2 2-10d Ring Shank Nails' 1 43.0 67.5 1 50.9 NOA No. 18-0829.03 Expiration Date: 08/23/21 Approval Date: 10/11/18 Page 4 of 7 I Installation with a 4" the headlap and fasteners are located a min. of 2'/z" from head of tile. 2 When using only one fastener use the hole that is approximately 4-3/4" away from interlocking edge. Table 5: Attachment Resistance Expressed as a Moment Mf (ft: Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Boral Estate 'S' Roof Tile Adhesive' 3 See manufactures component approval for installation requirements. 4 The Dow Chemical Co. TILE BONDTM Roof Tile Adhesive weight per pa 11.4 grams. 26.1 5 ICP Adhesive and Sealants, Inc. ICP Adhesve Polyset0 AH-160 Two -Component weight per patty 8 grams 26.1 6 DAP Foam Touch N Seal StonnBond® 2 Roof Tile Adhesive weight per paddy 8 grams. 35.0 Table 6: Attachment Resistance Expressed as a Moment - Mf (ft.-Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Boral Estate 'S' Roof Tile Adhesive' 7 See manufactures component approval for installation requirements. 8 ICP Adhesive and Sealants, Inc. ICP Adhesve Pol set® AH-160 Two -Component weight per pall 54 rams. 86.61 9 ICP Adhesive and Sealants, Inc. ICP Adhesve Polyset®AH-160 Two -Component weight per patty 24 grams 45.5 10 DAP Foam Touch N Seal StormBond® 2 Roof Tile Adhesive weight per paddy 60 grams. 60.0 Table 7: Attachment Resistance Expressed as a Moment - Mf(ft. Ibf) for Mortar or Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Boral Estate 'S' Roof Mortar Set 20.60 Tile NOA No.18-0829.03 Expiration Date: 08/23/21 Approval Date: 10/11/18 Page 5 of 7 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as seen below or following statement: "Miami -Dade County Product Control Approved". OR E N T EG R.^ �= BORAL ESTATE "S" TILE LABEL (LOCATED ON UNDERSIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by Building Official or Applicable building code in order to properly evaluate the installation of this system. NOA No. 18-0829.03 Expiration Date: 08/23/21 Approval Date: 10/11/18 Page 6 of 7 Nail Holes PROFILE DRAWING BORAL ESTATE "S" CONCRETE ROOF TILE END OF THIS ACCEPTANCE 9 NOA No.18-0829.03 MIAMI•DADE CAUNTY Expiration Date: 08/23/21 Approval Date: 10/11/18 Page 7 of 7 MAR 0 5 2019 MIAMI•DADE sr. tncteEoant • F�rtt+tetha FI LEL ORY ® PRODUCT CONTROL SECTION DEPARTMENT OP REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION _ T.(786) 315-2590. F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) wwvv.miamidade.eovfeconomv 1070 Technology Drive SCANNED North Venice, FL 34275 BY SCOPE: St. Lucie County This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone, - DESCRIPTION: Series "SGD-770" Aluminum Sliding Glass Door w / 9V & 135° corners — L.M.I. APPROVAL DOCUMENT: Drawing No. PGT0130, titled "Series 770 Alum. SGD - LM Impact", sheets 1 through 22 of 22, dated 10/10/14, with revision C dated 04/05/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0629.06 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. NOA No.17-0420.12 Expiration Date: February 17, 2020 9 f1�+7 Approval Date: September 28, 2017 Pagel PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 14-0123.10) 2. Drawing No. PGT0130, titled "Series 770 Alum. SGD — LM Impact", sheets 1 through 22 of 22, dated 10/10/14, with revision C dated 04/05/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Reference Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 AIong with marked -up drawings and installation diagram of Aluminum Sliding Glass Doors (w/ PS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated 02/15/16, 06/17/16 and 06120116, all signed & scaled by Idalmis Ortega, P.E. (Submitted under NOANo. 16-0629.06) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7554, dated 11/01/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted underNOA No.14-0123.10) 3. Test reports on: 1) Air Infiltration Test, per TAS 202-94 2) Uniform Static Air Pressure Test, Loading per TAS 202-94 3) Water Resistance Test, per TAS 202-94, 4) Forced Entry Test per FBC 2411.3.2.1 and TAS202-94. 5) Large Missile Impact Test, per TAS 201-94 6) Cyclic Wind Pressure Loading, per TAS 203-94 along with marked -up drawings and installation diagram of aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL-5980, FTL-5993, FTL-6036, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6023, FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033 and FTL-6036 dated 08/10/09, all signed and sealed by Julio Gonzales, P.E. Note: The test reports No. FTL 5980, FTL 6001 and FTL 6015 have been revised and reissued on 12/29/09, signed and sealed by Julio Gonzales (Submitted tinder NOA No. 09-0826.10) Jorge M. Plasencia, P.E. P duct Control Unit Supervisor NOA No.17-0420.12 Expiration Date: February 17, 2020 Approval Date: September 28, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Additional Reference Fixed Window Test Report No. FTL-7897 (Cardinal spacer), per TAS 201, 202 & 203-94, issued by Fenestration Testing Laboratory, Inc. (Submitted under NDA No.15-0430.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5m Edition (2014) and FBC-6'h Edition (2017), dated 04/18/17 and revised on 08/10/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18, F. STATEMENTS 1. Statement letter of conformance with FBC-51h Edition (2014) and FBC-61h Edition (2017), dated 08/10/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 04/18/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Test proposal No.16-0152 dated 03/09/16 approved by RER. 4. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL- 8970 and FTL-8968. G. OTHERS 1. Notice of Acceptance No. 16-0629.06, issued to PGT Industries, Inc. for their Series "SGD-770" Aluminum Sliding Glass Doors w/90° &135° comers - L.M.I. approved on 08/04/16 and expiring on 02/17/20. Jorge M. Plasencia, P.E. P duct Control Unit Supervisor NOA No. 17-0420.12 Expiration Date: February 17, 2020 Approval Date: September28,2017 E-2 SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR INCLUDING POCKETS & 90e/135e CORNERS GENERAL NOTES 1) GLAZING TYPE OPTIONS: SEE TABLE B, THIS SHEET & GLAZING DETAILS ON SHEETS 4 & S. 2) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM El300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 3)ANCHORAGE: THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER ❑ISSIMILAR 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 SPUCES. FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 6) REFERENCES: ELCO ULTRACON, CRETEFLEX AND AGGREGATOR NOA'S, ANSVAF&PA NDS FOR WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL 7)THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE, INCLUDING THE, HIGH VELOCITY HURRICANE ZONE (HVHZ). 8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE, AS APPLICABLE. 9) TEST REPORTS: FTLS980, FRS993, FTL.6001, FTLS014, FTL-6015, FTL-6017. FTL-6022, FTL-6023, FTL-6024, FTL-6025, FTL-8028. FTL8031. FTL43033, FTL-0036 AND FTL-7554 Ole- I 0ea4pll.n (LDYJ herd EXb4w to rutuA.0 1 T=TEMPERED 9J0'.,090•TNOSIFOL®PVB BTNURMAYAIJENCAINC. 'SG'=ASP 9ENRTYGVS®BYKURAMYAMERICA ING OESIGNPRESSURERATING IMPACTRATIND 5 EETA8LESI.2&3ON I RATEDFONLARGE B SMALL BHEET98,T88 MISSILE IMPACTRESL4TANCE CODESISTANOARDSUSED: •FDOMEDMON 2014 FLOSIIDABU¢D NG CODE (FBCI SW EDITION •ASTME13004M •ANSVAF&PANOS2HSFORWOOD00NSTRUCDON -ALUMINUM DESIGN MANUALAOM-2016 •NSISIM12 •AISC3 10 NOTES.............I DESIGN PRESSURES....... BS INSTALL DETAILS..............12-14 ELEVATIONS....._ .............. 15.16 PANEL I SILLTYPES._......17 CROSS SECTIONS............18,19 PARTS LIST.. .................... 20 EXTRUSIONS .................... 21,22 c4rR.OFABrKe2aae Anchor Group Anchor type Forme Member swam ma.Floe Oluct.. MN.O.C. Stan. Mn' MehITRIcXn•aa Easniclour A aft 1888M9, (FreeOk.LFru95k.0 912410 SS Ems. (Fy. 90 kd, Fa. 110 ke0 NI 6pNhem PNa (a0.0.65) 8113' 71B' 13I0' 696>15Ahonlnun 3I8' 0/1v 0.09V Ala stal 3ff M18' GASP fir. 33 Steal 8tUl &W We- D04E'(18Ga) U4'0oo A0FcGeIaIG F,-V kal, Fear kel All Cacrele n222 Xe0 141r W 14W Jam111P4.k F01e4 Bbck ASTM C90 T 3• Y JnnUIP4 Halcu BkcX 9TMW0 r r 1-lla' Al SaMem Phe SG•O.v 1. 1. 1-Y6 B N@SNeISMS(GnS) (mhl.ot3ihreeMb7oM maltl.Watrele) A0 saudampire ISO.D.$ 71W I.& e08 mAWMun TV wir 0.090' m6Steel W8 &ta• 0.050' a.. 3381ee1 Sluts TV 0118' 0.045. 18Ga O 1/4'EIco UIWQM Fr=155 W, F,,.T77W M Corarth(min.2.05ke0 1' 4' 1-LB' JemN/P-0ook Hokaw Block(AS1M C90) P 8' 1-V4' 1N'Rca U`_EdNB FT.ly kel, FP lR 11 mrcreN n. I 2-IY lawr Jam0l Ptlak FDeB Bbck alM Cm 2.1? v 134' Jamh l P4mok Hallow Block W 2417 v 1-W' D ll4.41089 Doo 4TeleFMaG F1•IV.4kaI,Fe•159.7k61 Hee4I SW Lorerole min. 3M kq 1' 4• t.YP Jempl P4mak Cawel.mlu. M35 INIQ 1• W I-Xv Twit /P4 * Hvu. BWA WC90 2-10 v 1.114' AA Soulhem Pine G•0.v 1' 1• l.wW 1) WHERE SUSSWATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE, OHOOSE WE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL TABLES IN TMS APPROVAL E)ALL ANCHORMEAD TYPES AAE HE, MIN FY 4) FOR STEFLSTIIDS,MIN. FU=454) B USED FYINH HOLLOW 4)FLL1EDBIDCKT BE OF MAY ALSOBEUSEDINHOLLOW BUDDIK MINIMUM OFF WRNS 6) ANCHORS MAST BE OF BUFFlCIENT LENGTH $O THAT A M W IMUM OF 3 T W LEADS EJ(1E ND BEVONO METAL BUBSTPATE. ANCHOR NOTES 1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-[JADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT. EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A, THIS SHEI PRODUCT REVISED 3) WOOD BUCKS DEPICTED AS 1XARE LESS THAN 1-11V THICK PI ing with th. Fl.r.d. eAldf., PROPERLY SECURED, IXWOOD BUCKS ARE OPTIONAL IF UNIT IS Coda 17-0420.12 INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS NGA-Ne. DEPICTED AS 2XARE 1-10 THICK OR GREATER. IX AND 2X BUCKS Enptr.tlon Dote 02/17/2020 (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER BF LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS Miturd-trade Product ContraL 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 BYTHE AUTHORITY HAVING JURISDICTION. 5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS IIII IIII NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC G ROUT, BY OTHERS) FULLY YLYN MAX 1/4• THICK &3400 PSI MIN., (DONE MUST OFTHE IS NOTTIGHTTO `` S"VCEN,TF SUPPORT THE ENTIRE LENGTH SILL THAT THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE IF SUBSTRATE IS WOOD, 309 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED = BY THE AUTHORITY HAVING JURISDICTION. .m I NTS I 1 . 22 1 PGTOISO CONFIGURATIONS NOTES: EXAMPLE CONFIGURATIONS 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB MAX. UNITWIDTH MAXUNITWIDTH LOCATIONS USING DETAIL'Jw,-Je,•Kv/ OR'KC INSTALLATION. EXAMPLE: 4-PANEL )C= IN POCKET (p) CONFIGURATION CAN BE NOM. PANEL WIDTH p>=Xp, p)O= OR XXXXp. OXXX IN POCKET CONFIGURATION NOM. PANEL WIDTH PERTABLE51.3 PER TABLES 1.3 CAN BE OXXXp. OF 13SRAIGHT CONFIGURATIONS CAN BEA COMBINATION 1g OF ANY2 STRAIGHT CONFIGURATIONS. t Qg MA%. UNIT / 16 I�Rg i:l / / �gyao 3) FOR NOIA PANEL WIDTH, SEE TABLES I-3. j N �i HEIGHT HEIGHT 1� PER TABLES 1-3 -a- "X'^OPERABLE PANEL, PER TABLES I-3 1��vtg I$j 'O- c INOPERABLE PANEL, nqa ap •p•=POCKET DETAIL LETTER 1'OdtET ; PCGfET 1 'e= WOOD ET METAL INSTALLATION rk� 1-PANEL 2-PANEL r ®11 "c•=cDNCRErE INsra.vtTwry CONFIGURATIONS CONFIGURATIONS t , LSHEETNUMBER MAX. UNITWIDTH MAX UNIT WIDTH DLO WIDTH= NOM.PANIT HEIGHT' OLD NOM. PANEL WIDTH ^ � C PANEL EIGGHTHTDOOROR UNIT HEIGHHT -T - 1.86 NOM. PANEL WIDTHRTABLES1-3 o� PANEL HEIGHT DOOR UNIT HEIGHT-1.386" PER TABLES 13 PER TABLES 1.7 J i� 3 e t J 1 a 1 14 ;g 4 MAX.UNIT 09t PER MAX UNIT t t a 1 I.I� HEIGHT tg I'g PERTEIGHTPBI{LES 1-3 / / / i$ TABUSS iJ -'`r---J 3-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS PRODUCT REVISED t 3 1 1 3 9 cpmpiying with Mo Fletl4a gY11tlNg COE NOA-Nn. 17.0420.12 MAIL UNIT WIDTH MAX. UNIT WIDTH Exp1mtion Data 02HW2020 NOM. PANEL WIDTH by NO PERTA UES1-3 3 3 ®13 PERTABLES I3 mlxm-Da � caatw PER TABLE57J t t 3 t t to t I MAX UNIT 1 HEIGHT / / si MAX: UNIT g / i @IGHTL$ PER / `� / 2'om PERTEABLE51.3 / / / �gk TABLES I-3 /. a / sxEEt'. tttUuugllt lu- 5-PANEL CONFIGURATIONS CORNER, TYP. _ • (OUTSIDE CORNER SHOWN, _ INSIDE CORNER SIMILAR) %AO�\• yT !}f�W�� tam iECIMOL00Y0RIVE °^°w" tC ''•.F,'LORIDP,. ' \C\�`� Ia tcno An EXAMPLE CONFIGURATIONS crxz rxxYgLx>9ae SERIES 770 ALUM. SGD-LM IMPACT' NAiIEN ` JR pLAY1) C NO CHANGES P�ssI .. ammwtemn o sewri - �++ r ALYNNYIDEfL PE JR 1dtd14 u.>v .wwammaev"io SGo-)lp NTS 2 • 22 PGT0T30 C P.Eswms MAX TESTED UNIT WIDTH= 3554/16' @ SG' HEIGHT 30D-1/4' Q 120' HEIGHT NOM. PANEL WIDTH PER TABLES 1-3 MAX. UNIT t ) to is I jS9 HEIGHT, 96'OR 120' 6-PANEL CONFIGURATIONS MAX UNIT WIDTH NCM. PANEL WIDTH > a t PERTABLES I3 MAX UNITt 1 HEIGHT PER TAB1LES is J_— HE PER i1mC'> fm91 iV d 7-PANEL CONFIGURATIONS IC9 /3 is 121aS.[¢I ' iC>TlliE>�1iE>iF7 iF>i�L:l � I•I IiL IRL 10 IiL �� �` m iV ifl iFl iCl {Tilipf �,+� Ii1 IDI I•I 1tyI IP1 IYI III 1:tAI:(.I MAX UNIT n�i�.a m m m m m m 6�SI iEriEr IGHT i2>iFI fEr ilJ Ql iD Ql ikl Qr ABLES • • � 12.ILw 13.II:fu:I {�1iF7fCli v(){�i© CONFIGURATIONS NOTES: 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONSAT EITHER OR BOTH JAMB LOCATIONS USING DETAIL 'Jw', 'Je. 'KV OR'Ke INSTALLATION. EXAMPLE: 4PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE pXXXXp, p)O=OR )O=p. OXXX IN POCKET CONFIGURATION CAN BE OXKXP. 2) 90' & 136- 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 r—DETAILLETTER aNe=WOOD OR METAL INSTALLATION 't=CONCRETE INSTALLATION LSHEETNUMBER DLO W07TH = NOM. PANEL WIDTH-7' DLO HEIGHT -DOOR UNIT HEIGHT-10.125' PANEL HEIGHT= DOOR UNIT, HEIGHT -1.666' GEiT.6"RUpI.II@M S� y sao- m I NTS 1 3 - 22 PRODUCTREVISED e.11ding tle.10 ON FI.Hda NOA-N.. 17-0420.12 BRplml.n oat. 02/17/2020 L *i W. 58705 ALmmL .P.E PIA0705 7/16' NOM. 711V NOM. 1"NOM. 3116' HE GLASS 3/16' HS GLASS 3116" HS GLASS — .090' PVB .090'PVB .090'SG 3/16'HSG 3/16'HS GLASS T< 3116"HSGLAS$ 14 3/s'A02SPACE 3116' T GLASS 82 82 _ 03 EXTERIOR 3/4'NOM. GLASS ERIOR � 3/4'NOM. GLASS 124.1 - 3/4'NON BITE GLASS BITE EXTERIOR a 2a 7116" LAMINATED GLASS, TYPE G3 efts' NOM. 1/4' HS GLASS-J� .090, PVB- 7/16" LAMINATED GLASS TYPE G4 1" LAMINATED I.G. GLASS, TYPE G5 9/16' NOM. 1' NOM. 3/16' HS GLASS 174' HS GLASS .090" PVB .090' SG 3/16' HS GLASS 1/4'HS GLASS 14 S116'AIRSPACE 7 114'TGLASS PRODUCT REVISED 09 Bu1141n91yOPU wIN M. PIe44a 3/4' NDM. JI 3/4' NOM. NOA-No. 17-0420.12 EXTERIOR GLASS EMERIOR GLASS 12412] 3GLASS E" .U.. Dale 02/1712020 `r BffE BITE BITE ey Mlam_ a reJue<Cen R. 01 9/16" LAMINATED GLASS, TYPE G3A 9/16" LAMINATED GLASS, TYPE G4A 1" LAMINATED I.G. GLASS, TYPE G5A �"NY LYN1y ...�..41 . GLAZING NOTES: NO.53705'P' 'ANN'=ANNEALED _�*: =_ *- 'HS'= HEAT STRENGTHENED SEE SHEET 15 FOR SPACER DETAILS. •4t7� 'T'=TEMPERED 'PVB'=.090' TROSIFOL'PVB BY KURARAY AMERICA INC. lam iECNNOLaorR11NE Mry111�erom °a'` GLAZING DETAILS '�1�' sTq ' SG' =.090'SENTRYGLAS®BY KURARAY AMERICA, INC. c �"T OFaH"L'�"f0 SERIES 770 ALUM. SGD-LM IMPACT '�,,��NA••11L1111,E,N�1. .w" 040N7 NOcxnNOESTwssxeEr. pp°'� °s ALVINuWFA. PE 10M4ha w"' bOu7/o MS 4 +22 PGT0130 C PFt 59761 P NOM. 7/16' NOM. 311W HS GLASS 3116' ANN GLASS- 09V SG 1• NOM. 3A-74 .OBO' SO 3116' ANN GLAS 3yq 3116'ANN GLASS ]43/3'A023PACE 3l16' T GLASS 3116K — EXTERIOR V4"NO IVt lb LASS 1zat27 3/4•NOM. M. GLASS S BRE �B�79 55 55 ' 1" LAMINATED I.G. GLASS, TYPE G6 7/16" LAMINATED GLASS, TYPE G7 1" LAMINATED I.G. GLASS, TYPE G8 l"NOM. 9/16' NON. P NOM. 311T HS GLASS 3/16' ANN GLASS MW SG 1/4• ANN GLASS .090' SG .090' SG 31W ANN GLASS 3/16' HS GLASS r314*NOM. � 5/16'AIRSPACE 74 1/4•ANNGLASS 5l16•AIR BPACE 74 114' T GLASS 1/4' T GLASS PRODUCT REVISED 83 pu11dN91COEowiN Me Fbritlo NoA-N".17.0420A2 3/4' NOM. 9/4'NOM14'NOGLAS124121 GLASSERPim6en onto 02H7/2020 BRE BITE DY �RIDR EX ERIOR Mlam-Da Pmduet Control ]9 IN 55 54 E6 1" LAMINATED I.G. GLASS, TYPE G6A 9116" LAMINATED GLASS, TYPE G7A 1" LAMINATED I.G. GLASS TYPE G8A rllrr� "�tIIIIl • . . :........ a. = . 1k ; No. 56705 GLAZING NOTES: '� 'ANN'-ANNEALED °HS'= HEAT STRENGTHENED SEE SHEET 15 FOR SPACER DETAILS. ] AO '•, !Y�I r.i �� -T'-TEMPERED 'PVB'=.090'TROSIFOL! PVB BY KURARAYAMERICA, INC. °SG'=.09P'SENTRYGLA?BY INC. r97o7£CIWC400YDAYE NVEr+rcrnstne °^e"' GLAZING DETAILS �1L` ORIDn,.. isS"••••••• '�ii ANAL KLIRARAYAMERICA, ry19400-feo9 caer oF,vmtrmm SERIES770ALUM. SGD-LMIMPACT EN.`� ]rr 11111110 m o4m17 c NDowroEs7RrssxEET.nomn .+...Y ... na AL>��Pa .1R 1NftYfl o,.v nu�mem'�ru o saano N75 6 +22 PG7tl130 C ' Design Pressure (DP) and Anchor Quantities Required, (for all approved eon0gumti)ns on Sheets S 3) Fmcomerashegal each.gedn80'nr135' cntauta s, ecashwt ll Maxim um DP for all sizes: +601-60 psf (May be United by TANS 1A) Table appllea to Glass Typea 3, 3A, 5, SA, 7, 7A, 83 BA and floor.. Height SIT w BO" Be 6e-71W DLO 7371B' OIA ] 7/6- DLO 85-7/11' DUO the smdAauagalaheun Saw. Anchor Group Anchor Group Anchor Grano AnchorOmup p B F—C—F D A B C D A 1 B C D A B C 0 ill G+1 CA+1 G+1 G+1 Get G+ G+ + + +1 + C4 l C7+1 1t G+ ZQ' ir Jamb a e 8 0 8 6 8 0 8 e 0 0 B B B B DLO PJwok 0R eN 6+7 0+7 7+B AB 7*B ]+8 7+8 AB 7+8 Ae 7+B A0 7+e AB HeaNSlll G+1 G+1 G+1 G-i G+1 G+1 G+1 G+1 04+1 G+1 C4+1 NO G+1 G+i G+1 G+1 § 30' �L0 Jamb B 8 8 8 8 8 e 0 e 0 B 8 a a 8 B Pliaak 8+7 8+7 B+7 BR 7+8 7+6 7+8 7+8 7+8 7+6 7+8 7+8 7+8 AB 7+6 AB S+ Head5J1 G+1 G+1 GN G+1 G+1 G+1 G*i GN G+1 G+1 G+1 01+1 C1+1 C1+1 01+1 G+1 3fi' �, Jamb e a e e B 6 B 0 B B 8 B 8 B 6 B DI.O PJwak 6+7 e+7 11 6+7 AB 7+8 7+0 7+6 7+8 7+e Aa T+e 7+8 ]+B 7+8 7-8 11eedlSill GN 07+1 G+ G+1 G+1 GN GN GN G+1 Cx+1 G+1 G+1 G+1 G+1 G+1 G+1 4V DL0 Jamb 8 B B 8 B 8 8 a 0 B 8 e 0 0 B B i P-hook 6+] 0+7 8+7 8+7 7+8 7+B AB 7+a 7NI 7+6 7+8 7+8 7+8 7+8 7+8 7+5 Ha�5111 G+2 G+2 04+2 C7+2 G+2 G+2 G+2 G+2 C1+2 G+2 CN2 G+2 G+2 G+2 G+2 Ge2 4B' Jamb 8 B 0 B 8 B B 8 8 8 0 0 10 B 8 B DUO P-hock 6+7 B+T 6+] BN 7+8 I+8 T+8 7+8 7+0 AB 75 7+8 T+0 AB 7+0 7+8 FOR EXAMPLE ON USING TABLE, SEE SHEET B. NOTES: 1)POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1/4° SILL. 2) WHEN USING THE 2-12- SILL, POSITIVE WATER DP IS 46.67 PSF MAX WHEN USING THE 3-1W SILL, POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4' SILL, POSITIVE WATER DP IS 60.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A 3) 4, 3.1/4' AND 2.10 SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/T SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FED EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB. ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, ONCE BY 2 FOR PARS TO BE INSTALLED. TART F IA - Sill Height to Max. (+) OP (Water IMRrelbn Rating) SIIIRber Haight (t)Dcalgn (Flat or Box, see Free... Pet Sheet 17) FWsh-1-12' see mte3 LDw-2-1/2' +48.G Medium•&1/4' +(ISO High-4' +me SEE NOTES 14 OH LENGTH OH RATIO a 1 OH RATIO - OH LENGTH ON HEIGHT DLO WIDTH= NOM. PANEL WIDTH -7' DLO HEIGHT- PRODUCT REVISED DOOR UNIT HEIGHT-10.125 Eo,nptYlag9 vvlN the Florida Buildlne DpdP NDAHao. 17-0420.12 PANELHEIGHT= DOOR UNIT HEIGH1 Eaplraeoa Data 02/172020 haterbdc P-haok Lockstlle@Jamb SaalghtASVagal Assembly Lac tile@ 6tmlght Aatn6al 90'Ashagal Assembly Ittkstle@ Sw Astragal 135'Astrdgal Assembly Lodatlla@ 185'Amagal Standard Stiles StandaN6die Standard Stile Standard Stile Standard Sale Heavy-duty Stile Heavy-daty Stile Heavy-duryStile Heavy-duty Stile Standard Asnagal Outside Comer„ Irssldie Com¢Z' Outside Comer Wrnw Urn inside Denver^'1� OUDide [Omer .J.�.l-0 Part A60(a) Part A60 Part q60 Part g10(Stlle) partp6](As[mga� Part A60 Part Be1(etile) Part P11B (Comer Reshre0 partznq (Out) part A320 (In) part 061 (SD7e) parts A31&A32 (Corn&Fxd Mount) Part 061 Np.55705 fER6 OPAD XSS0 I I JtKICJ//UHLUIVJv ELM IMP=1 JR 0biG'l1 C l�IREVISED TAPIEL xy,�reep LJ ® saawe m+ ere, � 0.LVMJ MILLET✓, P.E lJiS e e y PGT0790 c P.Esserm Design Pmssure(DP) and Anchor Quantities Required, (for a02pproved configurations on Sheets 2&3) Fvrmmer eabepalencaompa an W or 13S eamvmiu, see abeet It Maxlmum DP /Droll sizes.+601.60 01ay be umned by Tem?A) Door, that Her, N TBEle apple.+ io Cuss Typea 4.4A, BV 84' or Iw 4• 120' 6, BA, T.7A.08 eA en *m 6D-yla' DLO 73-yar DLO &71W OLO 61- le• MID 97-7M' 010 1 IM71W DLO 109,71VU0 09wxaWpI Types shown below. Asehol Gmup 1 Anchor mop nc 3r Omu a or Gmup rGmw An Gmu AnthorGmup Im oe Gro A I B I 0 I D I A 1 B 1 C D A B C 0 A B .0 D A 0 C D A 0 C 0 A II G+ + GN 1 G• • G+ + Ix CA+ + G+1 +t i G+ 01+1 UN •1 D4+1 • G• C4+ +1 + +1 04+ +1 + + G+ 26' 8 B B 0 8 0 8 B 0 e B a 0 B B 10 ID 10 10 10 10 10 10 10 10 10 to 10 10 10 10 11U10 fiN 0+7 6+7 9 7 NB AB T+a ]+B T+a 7+a ]•0 P+a 7+a 7+a ]+0 h8 B+B &0 0+9 B+B &9 8+B ha 8+a a+10 BNO BNO B•10 8+10 eN0 8+10 9+f0 4 G•1 G•I G•1 NO ON1 G+1 G.1 D4.1 G+1 CM1 G•1 GN GN GN G+I G•1 c4+1 04+1 G•1GNt GH GN GH GM CNt GN G+1 CH1 GN GN U•1 GNGB B e. 0 B 0 9 a a e a 0 a a 9 a 10 10 10 10 10 10 Is 10 10 10 10 10 10 10 10 10 hi BN hi e•] l+B AB )•0 I+0 7+8 7+8 AB 7+0 7+B 1.8 AB i+0 0+9 h8 8+8 0+8 B+B h0 B•B B+B 8+10 8+10 B•10 eN0 D•10 9.10 BNO 8+10al jHe�Sal G+1 C4+1 N+I UN G+1 UN GN U+1 GN G+1 G+t GH G+1 G+1 UN G•1 G+1 GNt G+1 GH GH G+1 G+1 GN GN CMt GH GN G+1 G+1 UN CMt 0fi p� B 6 B 0 B 8 '0 B 0 9 0 6 8 0 8 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 to t0 B+T Bd B+] hT ]•e NB T•a T+B AB 7+0 ]+B 7+B ]+0 T+8 AB T+B B+9 8+0 8+0 B+e 8+B a+B e+9 e+B 8+10 0+10 BHO 0+10 B+10 9N0, BNO BHO W G+1 G•t 01+1 G+1 G<1 l'Mt GN G+1 G•1 CM1 C4+1 GN CA+1 G+1 G+1 G+1 U+1 D4+1 G+i z+ GN GN GN G+1 GN G+1 G+24Y B a B 8 0 8 B a B 0 0 B e 0 a a 10 10 10 10 10 10 10 10 10 10 10 10 12 10 10 1 BH BN a+l B•> ]+0 7+8 7+s 7+5 74 7+0 7+0 T+8 7+3 i•b 7+9 7+8 B+9 B+9 O+B a+9 B+o 8.9 &a a+9 9+10 0+10 B•10 W10 8+10 9.10 8+10 BNB 01 U+2 G+2 G+2 G+2 G•2 G+2 C4+1 CM2 042 01+2 G+2 C4+2 G+2 G+2 01+2 U+2 G+2 CN2 G+2 U+2 U+2 C5+2 G•2 G+2 C5+2 CB•2 CB•3 p+2 Lh2 Ohl C5+2 15+2 4a•41 Jamb 0 6 0 a 8 0 8 0 B 8 e 0 10 0 a a 10 10 10 10 I. 10 10 10 12 f0 10 to 12 I0 10 10 P+mck h7 0+7 h7 a•7 I+a 7+8 7+6 7+0 7+a T+a t•B 7+B T+0 7.0 T+a HB h9 h8 B+B 0+9 &B 0•B 0+8 0+B BNO 9+10 BNO BNO 9.10 BNO 8+10 B•10 6a' r me Hea11501 6+2 G+2 G12 U•2 C4-2 I G+2 C4+2 G+2 G•2 G+2 G+3 G+2 G+2 G+2 G@ CN2 Not available in these Sizes Jamb 0 0 8 0 e B 0 B 10 0 0 i 8 10 B 0 e PM1wk 8+7 BN 0+T 8+7 7+e HB 7+B i+0 +B 7+8 T+B 7+e NB 7+8 ]+B T+a DLO NeedlSlll G+2 G+2 U+2 U+2 Gffi G•2 G+3 C4+2 C 2 G+2 G+2 U+2 G+2 G+2 CM2 U+2 Jamb 8 a 0 8 8 B 0 0 10 a e 8 10 a a a Ptmok 6•7 UT 8+7 fi+T 7+0 T•8 ]+8 7-81 7+0 1 7+8 1 7.81 7.0 1 7-8 1 Ha 7+8 7+8 NOTES: 1) POSITIVE PRESSURES IN TABLE ZARE BASED ON THE USE OFTHE 3.1/4• SILL 2) WHEN USING THE 2-12' SILL, POSITIVE WATER DP IS 46.67 PSF MAX WHEN USING THE 3-1/4' SILL, POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4' SILL, POSITIVE WATER DP IS 60.0 PSF MAX (NEGATIVE PRES. UNCHANGED). SEE TABLE 2A. 3) 4-, 3-1/4' AND 2-12- SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-12" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR 13 PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FBC (SEE ADJACENT DIAGRAMY, THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6)JAMS ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED, Teal F e- Sill Helghtto Max. (+) DP (Water InNDegon Rating) SM Msar Height (+)Oeslen (Fiat or Sox, sea PM3319e, Pat Sheetl7) Flush -14W sea roto LOW-2-1Q7 +40.87 Medium-3Iw +eOA High.4" +60.0 SEE NOTES I� OH LENGTH ON RATIO ai OH RATIO c ON LENGTH OH HEIGHT o Aeeeuo, vnaTen e Shai al LocimtflaghtAe@ 90-Asualy IOdndle@ in-enibly l Lodotile@ Interlock P-hook L. ac IRe Le lamp Assembly embl 6lnighlAsvagal Assembty 90'Altmgal Assembly 135'Ast2ga1 Heavy -duly Slilm Heavy-dutyStile Heavy-dutyStile Heavy-duty5tile Heavy-dutyStile Heavy-dutySfle Heavy-duty Stile Heavy-duutyStile Heavy -duly Stile Standard A3Vaga1 Outside Comer WWde e (`/Cmoe Comer Inside O a eJ� Inside Comer' I I Comer Part p6l (x2) Part B61 Part961 anp61 (SGIe) part a67 (Astrzgall paroil Part861(Sbie) Pan0118(Darner Part010(OUL) Part4120(In.) Part46l(SBIe) &BRla&M32 Part B61 (Cum CETf.OPAUR(ANPB 6011770 1 AGS 17 w 22 1 PGR)1S0 NOM. PANEL WIDTH -7• OLD HEIGHT= DOOR UNIT HEIGHT-10.125' PANEL HEIGHT - PRODUCT REVISED ea co.PrylAB with the Rndda ullmne DedB NOA-Nu. 17-0420.12 P.xpifatloa DgR02/17/2020 Ty.: No. 587D5 P£ Design Pressure(DP) and Anchor Quantities Required, (for all approved configurations on Sheets 283) Fwoomwestro,d.whorav on 80' w 13fi' Comw uNN, 1. man ll T Maximum DPshovmbelow QNay ea OmHe4 by Table 3A) Dow UNt Het M Table eFwas to Glass Iypw 4. 4A, 80- B4' 90" 86' 102- 106' 6. 6A, 7, 7A, 8 8 Aand Ina 69- B' D 79-7tv—DUO 8WIr DUD 91-71N'O 37-71W DW StralAatlegal types shown below MCNor Gm Anchor GToep Anew. Mchor Ome Atuhor GmuP Anrhar0 B C D A BI C I 0 1 6 1 B I C I D A B C OA B D D A B C D 7bs nPlaaI. /-me Fsr 20 Pe +- P. it Heon So C4a1 C4+1 GN 04+1 Uaf C40 04+1 001 G+1 G+1 Go U+1 C I G+1 UN G+1 GIt UN CNi G+1 G+1 U+1 G +1 9I+1 2V OfA Jame 8 B B e 8 e 8 B B B 8 8 9 8 6 8 10 10 t0 10 10 10 10 10 p4nok 6+T 6+7 6+7 1i+7 ]+B NB 748 718 7+0 7+0 7+B 7+8 7+B 7+6 7+8 We W9 8+9F 8+9 TH W9 8+9 ea9 8+9 DalgnPmsa. a7-SO.Opsf +AB26 PIT a/-i0.0 Pat Zi' Head501 G+i Li U+1 Gal G+1 G+1 G+1 G+1 NO G+1 04+1 U+1 U+1 04+1 U+1 Gat U+1 G+1 COt G+1 U+1 UN C4+1 COI �• DUD Jamb 0 a 8 1 B 1 8 181 B 1 8 1 10 1 8 I 8 I B I t0 1 B '8 0 10 10 10 10 10 10 19 10 15 P-nook 8+7 fiat 6+7fiat 7a8 7+8 7a0 7+8 7H 7+8 7+B ]+B 7+8 1+8 7+8 7+8 8+9 0+9 8+9 0+9 8+9 8+9 8+9 B+9 g Des nPraasum +F90.0 / +/d2.fi sf +/-76.0 f u ZY HeadISO CN1 C4+1 GN G+1 G+1 G+1 GH UN GN U+1 G+1 C4+1 C5+1 C5+1 GN G+1 C6+1 C6+1 C4+1 G+1 C5+1 CSM C4+1 G+1 a DLO Jamb 10 0 B 8 10 e 0 8 10 B 8 B 12 10 a 0 12 10 10 10 10 f0 10 10 5 P4uok 6+7 6+7 6+7 6+7 7+8 7a0 7+8 748 7a8 7+11 T+0 7+8 819 8+9 Bag BH. 8+9 8+9 8+9 8+9 5+9 8+9 8+9 8+9 E Godgn pmasunr +Asao Par +1425 f +!-750Pat 3E Hadisill Gat C4s2 Gat G+2 G+2 G+T C4V1 002 C6+2 CS+Z CS{2 CS+T G+2 C5+2 C5+2 CS+2 C5+2 Cfi+2 C5+2 U#2 05+2 05+2 Cfi+2 06+2 OLD Jamb 10 8 8 B 10 0 8 8 13 f0 0 8 72 10 B 8 12 10 10 10 12 10 10 10 P4uok Al 7;8 7+8 7aB TH NB 7% 7+B 8+9 819 0+9 ea9 0+9 8+9 ea9 819 8+9 B+9 8+9 B19 Bag 9+9 0+9 0+9 Desdopnaame +14ao f See NdeA H412.5'If +A750 i 41- HadOW C6+2 C5+2 G+2 GH C5+2C0+2 C5+2 05+2 C5+2 CSaZ C6+T C5+2 C6+2 C612 +2 C6+2 C6+2 CH2 C5+Z CI»2 Q»2 06+2 C5+2 C5+2 4- DID Jwnb 10 B B 0 12 10 B 0 12 t0 B 8 14 12 0 0 14 1Z 10 10 14 10 10 10 Plunk I]+e 7+8 I ". I "B BH 1 6+9 1 8+9 I BH I 9+9 I 8+9 I 8♦9 I ea9 I e+10 I 9+f0 11 1 9H0 9N0 9+10 9110 9N0 9N0 9N0 W10 9+10 NOTE A:+1-90.0 PGP I-UKliL IYPES%NkB, U. UN,!A, o a oh; alt a r runr ro, _EXAMPLE ON SHEET 9 NOTES: 1) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4-SILL. 2) WHEN USING THE 2-1/2' SILL, POSITIVE WATER DP IS 46.67 PSF MAX WHEN USING THE 3-1/4' SILL, POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4-SILL, POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 3A. 3) 4', 34te AND 2-12' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-12-SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX POSITIVE DESIGN PRESSURES SHOWN W TA13LE3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM}, THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10.14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. OLD WIDTH - NOM.PANEL WIDTH -7' OLO HEIGHT= DOOR UNITHEIGHT-10.125 PANEL HEIGHT= DOOR UNIT HEIGHT-1.868' mo eceannel v nuTm1 s mtedod P-hook LocksOle®lamb Stsal a. al Assembly LodOtlle@ Straight Anmgal 9Aamerbly Asembly 9WAabodelile@ 90'Astragai 13 arnblgal Assembly 135'Artngal 1IS-Astrar Heavy-duryStics Heavy duty stun Heavy-dutystlle Heavy-duty5tlle Heavy-duryStle Heavy-dutySNe HeavydutySole Heavy-duty Stlle HeavyEury5tile Heavy-dutyAstragal Outside Comer Outside Corner o e Corn Cer Inside [amw Outside IMlde Carver I Carver P.0961(4) PertfMi Part e61 Part961(Stile) Part86B (Astragal) part A61' Part p118((rorner Part 8319 (Out) Part P12o(In.) parts 031(&p132 Part 061 Realver) (Core.&Fxd Mount) WaM. GFADM d1eXB SGD470 I NTS 1 8 - 22 100111 s7_11 IS III Height to Max. (+) OP (Water Infiltration Rating) SIB Woer Height (1)Da6lgn (Flat or see Pro...., pat et 17 17) Shelf Flush -l-In. sea nola3 Law-2-1/2- -46.67 Madem-3.1/4' - 0.0 SEE NOTES 13 OH LENGTH OH RATIO a i ON RATIO = OH LENGTH OH —HE,, HT PRODUCTREVISED fiulliing Ceaewith Me Florida NOA-N. 17-0420.12 GmIm60n Data 02117/2020 1F No. 587U3 SEE NOFRAME 'wtD-r-nwnHncn�rwm�w� JAMB (9)P-HOOK ANCHORS, SPLICE ;. REQUIRED® (PERPENDICULAR TO GLASS NOTE, EXTERIOR PLANE) SEE TABLE 2, SHEET THIS POCKETS AND SHEET •` SEE POCKET (10) P-HOOK JAMB MOUNTING INSTALLATION, ADAPTER ' THIS SHEET ANCHORS MIDWAY `` •. & SHEET 14 BETWEEN P-HOOK t . •.� ANCHORS&AT3' ;,., FROM TOP& 1a• '.t'.. I BOTTOM ;Sy O.C. 24' MA O.C. 48' NOM. PANEL WIDTH EXTERIOR SEE'C5'CLUSTER SEE'C5' CLUSTER MAX UNIT WIDTH ETAILS, SHEET 10 DETAILS, SHEET 10 FOR SEE'CS' CLUSTER DETAILS, FOR ASTRAGAL INTERLOCK REQUIRES'CE SHEET10FORINTERLOCK 24'MAX O.C. CLUSTER, SEE \ i PANEL WIDTHx�OETAILS, SHEETII x x x 5•MAX x xxxz K I m03'� x % % i0 , 4 PAIRS OF 101 x=FRAME % ANCHORS 10 ANCHORS 96, x 21 MAX (TOTALS i0 0o UNIT ANCHORS) OG B-MAX TO OPENINU rc I EDGEOFPOCKET SEE is a-P-HOOK O ANCHORS HEIGHT PER JAMB (SEEJAMB INSTALLATION i g Im� io1—to—MAX. o.a xx� DETAIL z OETAILS'J6&1(C, i�12 Iml I ' pO=P-HOOK BELOW) END PANEL SHEET 14 & PART I 1 MOUNTING x -ANCHORAGE (2ANCHORS) DETAILS'J 8'K', i ' I �0. � TMAX. SHEET I9 FOR I J� ADAPTER 'ANCHORS .+Y P-HOOK `­-fi M1WL Oil--`L ANCHORS _ - x xx - xxxK - -2/ ENDPMEL ANCHORAGE ANNCHOa x x' %-% x xx xxx x, % x x �ANCMOMGE�•t2 6.M .. ANCHOMGE(SEE (SEE SKETCH BELOW) \YY �•✓Y �•LY SKETCH BELOW) CENTERLINE 9'MAx, 1YP. ANCHCMGE ANCHORAGE ANCHORAGE ANCHORAGE OFPANEL I 2.04' 6' SPLICE NOTE: NON- STRUCTURAL ANCHORS MAYBE EXAMPLE 5-PANEL 2TRACK90-OUTSIDE CORNER- NOMO- EXT. MOUNT POCKET ANCHORAGE PLAN: 48'x 96' NOM. PANELS, ANCHOR GROUP C IN CONCRETE SUBSTRATE (SEE TABLE 3,1 ANCHORAGE EXAMPLE NOTES: 1) APPROVED ANCHORS: SEE TABLE A, SHEET 1 2) ANCHOR LOCATION SPACING FOR ANCHOR CENTERLINE OF QUANTITIES SPECIFIED IN TABLES I41. SHEETS M.' 'INTERLOCK HEAD& SILL: 8' MAX FROM FRAME CORNERS. SEE'C5' CLUSTER USE SPECIFIED CLUSTER FROM APPROPRIATE -DETAILS, SHEET 10 TABLES, SHEETS 6-8AT EACH INTERLOCK AND FOR INTERLOCK STRAIGHT AND CORNER ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL •+2^ANCHORAGE INTERMEDIATE ANCHORS PER PANEL. ADDITIONAL ANCHORS 24' O.C. MAXIMUM. ADDED TERLWE - JAMBS & P-HOOKS: 6' MAX FROM BOTTOM, 21' MAX. ANCHOR PAIR O.C. (JAMBS), 14' MAX. ANCHOR ANEL2 O.C. (P-HOOK) UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS M. SEE �2-TRACK P-HOOK ANCHOR DETAILS ON SHEET 14. FRAME JAMB '+2-ANCHORAGE ANCHOR PAR REQUIRES SEE -CS -CLUSTER CLUSTER ENO PANEL 'CB°CLUSTER SEE {._OFCENTERLINE CENTERLINE DETAILS, SHEET 70 OF AN DETAILS, DETAILS, SHEET I I I INTERLOCK FORASTRAGAL I gSTRAGAL 12 ANCHORS) B• 4.051' I 3.5' I MAX as. 1-Da roEuct Gcrom ` �.`�`NY LYNNbi 'o ;*: Na 68705 ,["P : /i > .•.._. ': Y+- • (—CENTERLINE •+2'ANCHORAGE I� CENTERLINE '+2'ANCHORAGE L_CENTERLINE I OF PANEL 3 I OFPANEL 4 OF PANEL 5 SHEET 11 s m I NTS 1 9 - 22 1 PGTO130 z ASTRAGAL OR {SPLICE LOCATION INTERLOCK -- IF NEEDED .CENTERLINE 1 4' jig!i7* V 2-TRACK FRAME HEAD/SILL [+ASTRAGAL ORINTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED,'G4 ) ASTRAGAL OR I (FOR SPLICE ASTRAGAL OR �-SPLICE LOCATION 204- INTERLOCK-�T CONDITION, USE INTERLOCK-1 {IFNEEDED 204' CENTERLINE -C6' CLUSTER DETAIL) CENTERLINE 1.76 v .T 36" 21" 204DI MAX O.C. . 204' M2ALTX' 6,g4• G. T 3.S O.C. .DA 2-TRACK FRAME HEAD/SILL T up 2-TRACK FRAME HEAD/SILL `� (n] ASTRAGAL OR INTERLOCK A ASTRAGAL OR INTERLOCK �2-TRACK L (USE WHERE 6 CLUSTER (USE WHERE 6 CLUSTER FRAME —JAMB 6- MAX ANCHORS ARE REQUIRED,'C6l ANCHORS ARE REQUIRED."C6°) ANCHOR PAIR ASTRAGALOR SPLICE LOCATION ASTRAGALOR (FOR SPLICE INTERLOCK -'-IF NEEDED CENTERLINECK CONDITION. USE DETAIL) CENTERLINE I 3.5' 3.5° 2J14' 4.09' t9' E E 7" E nR,oR 4' DIAG. E%ITE�RIDI �J11VnL��11�OR v 7° V 3-TRACK FRAME HEADISILL 3--TRACK FRAME HEADISILL (aT ASTRAGAL OR INTERLOCK Cal ASTRAGAL ORINTERLOCK, (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED,'G4') ANCHORS ARE REQUIRED,'C5') ASTRAGAL OR.. SPLICE LOCATION INTERLOCK—IIF NEEDED ;CENTERLINE 1 4-TRACK FRAME HEADISILL ASTRAGAL OR INTERLOCKOR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED,'C4' ASTRAGALOR (FORSPLICE INTERLOCK CONDITION, USE CENTERLINE i °C6.CLUSTERDETAIL) E%}fE'TP�IOR v 4-TRACK FRAME HEAD/SILL Cd ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "CS0 LEM.OFAUINIlBIDB ASTRAGALOR SPLICE LOCATION INTERLOCK^f `IF NEEDED CEIN7ERLIN7E 4 3.5' (-^ 3.5' 2.04' I 4TRACK 6'DIAG. FRAMEJAMB. ANCHORPAIR 04' ANCHORS MAY BE INSTALLED 21' EITHER IN THE EXT. OR INT. MAX TRACK(INT. SHOWN) O.C. NOTES: Ew T.-AT-DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. V MAX 2. FOR HEAD OR SILL SPLICE LOCATIONS/ANCHORAGE AT 13-TRACK FRAME JAMO P-HOOKSEESHEET9. ANCHOR PAIR (FOR SPLICE FORSPLICED ASTRAGAL OR CONDITION, DO NOT CONDITIONS ONLY: rlce co 1u1. USE THIS DETAIL) .SPLICE LOCAT 4-TRACK FRAME HEADISILL (ol ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, -C6") WITH & WITHOUT SPLICE CONDITION 10 • 22 PG70130 PRODUCT REVISED Bcomplying whit the Flo44o oICa4a NOM1o. 17.0420.12 EKplmOon Oaty U2/17/2020 311 No. 58705 r. II :.. I.nl�4-DING. MMOR In 0II I J ElciEwO--43.5-I—� 4.. 2.04• R /\J 90• CORNER 2-TRACK FRAME HEADISILL (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED,'C4°) 4• INTEROR 4.08' 3.5' 4- +1 3.5 Py Y 1 2.04• 7' 2.04' IXFERIOR 4. F.%IERIOR 90• CORNER 135• CORNER 2-TRACK FRAME HEADISILL 2-TRACK FRAME HEADISILL (USE WHERE 5 Oft 8 CLUSTER (USE WHERE 4 CLUSTER J I-.- ; 4' wOR 8.94• ANCHORS ARE REQUIRED, 'CS') ANCHORS ARE REQUIRED. 'C4j ANCHORS ARE REQUIRED, •CB') ExrERIaR INfEFIOR 4.08' Y1•gNCHOR INTERIOR 7.41• r\ 4.08' I 3.5• I � 4' I -'1 3.5' -1 FJR7' —�\!I EMERIOp 7' ,5" q 90• CORNER 135• CORNER 3-TRACK FRAMEHEAD/SILL 3-TRACK FRAME HEAD/SILL ('CB' ANCHOR CLUSTER REQUIRED ('CS ANCHOR CLUSTER REQUIF AT ALL 3-TRACK CORNERS) ATALL3-TRACK CORNERS) INTERIOR 8.12' iINTEROR 2.04' 4' EMTEf11OR N ERIOR B 90 4 3.5' r 16.12• 1 14".DIAG.\VI I4) 0.12, 2,04• -1 E%TERIOR F+— —•A - \ ' �` 4-DIAG. j--'= 3.S F 4• Y E%1ERI0 /\. SO- CORNER 135• CORNER 4—TRACK FRAME HEADISILL 4-TRACK FRAME HEAD/SILL ('CT ANCHOR CLUSTER REQUIRED ('C_R'ANCHOR CLUSTER REQUIRI ATALL 4-TRACK CORNERS) ATALL4-TRACK CORNERS) NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. Ioww"`Mooyw 2. DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE KpENICEFL8r776 IDENTICAL FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. Nlvf°ovxv a ... I CERT.D"AORL=w EXTERIO0. CENTERLINE 4 OFPANEL INTERIOR ON '+2"ANCHOR E%TERIDR ALL f VIEWS V 4' OIAG. 2.04' 43.51� CENTERLINE ' OF PANEL .14• •+3•ANCHOR a.De ExTEwoR A' QlAr 3.5• 204• CENTERLINE �—OFPANEL 4-TRACK FRAME HEADISILL INTERMEDIATE ANCHOR LAYOUT (3-TRACK SIMILAR) '+2•ANCHOR 2.04' 4' DIAO. 3.5" I CENTERLINE I`OF PANEL '+3-ANCHOR 2.04• 4•DIAG. 7' L�CENTERLINE OFPANEL 2-TRACK FRAME HEADISILL INTERMEDIATE ANCHOR LAYOUT PRODUCT REVISED as pl Ing wllh the Florida B.IIEIa9 Cu4e NOA-No. 17•D420.12 Eapin0oO Date 02f17I2020 _.. _ _--.. a..... 1`51eao-T7o fJTS 1f �22 PoT0f30 C 0.L pE JR fMN14 aummprr&+Tp P.EpeaTw INSTALLATION DETAILS EDGE DISTANCE: SEETASLE A, SHEET I 2.1116" EXTERIOR 114° a MAX. SHIM 1 SHEET 1 EMBEDMENT: SEE TABLE A. SHEET 1 EDGE DISTANCE: SEE TABLE0. SHEET 1 2-1118 Iw o MAX. EXTERIOR r SHIM 2X WOOD WOOD ANCHORTYP.. TIP., SEE ANCHOR t_see wvcn�r<,vvlw TYP., SEE ANCHOR SEE ANCHOR NOTES NOTE 3, SHEET &TABLE A. SHEET NOTE3,SHEETI &TABLE A, SHEET S2-TRACK FRAME HEAD 3-TRACK FRAME HEAD WOOD INSTALLATION (s WOOD INSTALLATION WOODANCHORTYR, 2XWOOD WOODANCHORTYP., . 2XWOOD SEEANCHORNOTES TYP.,SEEANCHOR SEE ANCHOR NOTES � TYP., SEEANCH &TABLEA.SHEETi/ NOT E3,SHEETI E ROR ' 2-1116=DI5TNNjCE: EDGE SEETABLEA, SHEET 1 EMBEDMENT: SEE TABLE A SHEET 1 ®2-TRACK FRAME SILL WOOD INSTALLATION EMBEDMENT: SEE 'I TABLE A SHEET 1 2X WOOD EDGE DISTANCE: TYP., SEE ANCHOR SESH ET I A SHEETI NOTE3,SHEETI 2-1110 8 TABLE A, SHEET 1 E RIOR 1WMAXSHIM cw 2-TRACK FRAME JAMB WOODINSTALLATION SEE ANCHOR NOTE 5, SHEET (1A4 MAX.) -^ r 1 EXTERIOR 2-iN6" EDGE DISTANCE: SEE TABLE A SHEET 1 EMBEDMENT: SEE TABLE A. SHEET 1 3-TRACK FRAME SILL Ew WOOD INSTALLATION EMBEDMENT:SEE TABLE A, SHEET 1 'I EDGE DISTANCE: SEETABLEA 2X WOOD SHEET TYP.. SEE ANCHOR qm NOTE 3, SHEET 1 2-1116" WOODANCHORTYP., SEE ANCHOR NOTES 8 TABLE A SHEET I EXTETR7IOR V 114• MAX SHIM cETr. aEAOTx�s EMBEDMENT: SEE TABLE A. SHEET EDGE DISTANCE: SEE TABLE A SHEET 1 2-1/16" MIN. OF3 THREADS BEYOND THE METAL SUBSTRATE NOTES: 114^ 1.ALLDIMENSIONS MAX. SHOWN ARE BASED SHIM ON MIN. ALLOWED. 2. METAL OR WOOD SUBSTRATES MAYBE USED FOR ALL FRAME TYPES PERTABLE A METALTYP., SMS ANCHOR TYP., SHEETI. SEEANCHOR SEE ANCHOR NOTES NOTE 4, SHEET &TABLEASHEETI 4-TRACK FRAME HEAD MIN 4-(NALO.C. IS METAL INSTALLATION MIN4°(AMB)SEHEAD ILL) OR 6• (JAMB) SEE SMSANCHORTYP., METAL TYP., DETAILS, SHEETS 10811. )R SEEANCHORNOTES SEEANCHOR 1 SEE &TABLE A. SHEET NOTE 4, SHEET ANCHOR MIN. OF 3 THREADS BEYOND NOTE 5, THE METAL SUBSTRATE SHEET I (174°MAX) T - EYTENOR I EMBEDMENT:SEE TABLE SHEET 1 �2-iNe• A ° EDGE DISTANCE: SEE TABLEA SHEET 1 4TRACK FRAME SILL MET AL INSTALLATION EMBEDMENT: SEE TABLE A SHEET METALTYP., • SEE ANCHOR— NOTE4, SHEET SMSANCHORTYP., SEE ANCHOR NOTES - & TABLE A. SHEET I EZE �T'aLOR VVMAX SHIM S m I MS 112 + 22 EDGE DISTANCE: SEE TABLE A, SHEET 2-1116" PRODUCT REVISED 26 complyla0 wIN lM1a Flolltla B.Hding e NoA ' 17-0420.12 expl.atmn Dam 02/1712020 MIN, OF 3 THREADS BEYOND THE I I I v0 p1Y LY(yq METAL ` A1I.�"ULENs' E SUBSTRATE S .. * No. 6BIOS PGT0130 INSTALLATION DETAILS EMBEDMENT: SEE TABLE &SHEETI EMBEDMENT: SEE TABLE A. SHEET I NOTES: EDGE DISTANCE: EDGE DISTANCE: T ELDIMENSIONS EDGE DISTANCE: SEE CONCRETE CONCRETE SEETABLE&SHEETI CONCRETE SEE TABLE A, SHEETI SHOWN ARE BASED PERTABLE TABLE& SHEETI 2-1/1B'• PERTABLE 2-1118'• PERTABLE 2-1118'• ON MIN. ALLOWED. &SHEER q SHEETI ;•.,...•to- .�.. A, SHEETI % �:..,�'� _ 1/4' '.`• MAX • DIAGONAL O.C. IS EXTE IDa '; .. �.J >::'::: ,: .t•. ` ' .•.r,,. , , f�.C:••'. ,. ? :.. .�:'1rJ iF :•�: - . . .. � r MIN 4'(HEAD &SILL) p 1 1 SHIM ORS°(JAMB)SEE �I EMBEDMENT: J 1w E1 moa 1w OOERIOR rr I DETAILS, SHEETS 10 S 11. BEE TABLE q M �' SHEET? SHIM SHIMM PROPERLY SECURED IX CONCRETE ANCHORTYP., PROPERLY SECURED IX CONCRETE ANCHORTYP., PROPERLY SECURED IX CONCRETE ANCHORTYP., WOOD BUCK TYP., SEE SEEANCHORNOTESS WOODBUCKTYP.,SEE SEE ANCHOR NOTES'& WOODBUCKTYP., SEE SEE ANCHOR NOTES& ANCHOR NOTE 3, SHEET I TABLEA,SHEETI ANCHOR NOTE 3, SHEET I TABLE& SHEETI ANCHOR NOTE 3, SHEET I TABLEA,SHEETI FRAME 6 CORETNST ION ®NCEI� DONNORALLATION CONCRETE INSTALLATION CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TIP., PROPERLYSECUREDIX CONCRETE ANCHOR TYP., PROPERLY SECURED IX SEEANCHORNOTES& WOOD BUCK TYP.. SEE SEE ANCHOR NOTES& WOOD BUCK TYP., SEE SEE ANCHOR NOTES& WOOD BUCK TYP., SEE TABLE A, SHEET I ANCHOR NOTE 3, SHEET I TABLE A. SHEET I ANCHOR NOTE 3, SHEET i TABLE A. SHEETI ANCHOR NOTE 3, SHEET 1 SEEANCHOR SEEANCHOR SEEANCHOR 2n nnR-p M1�I . I NOTES SHEET NOTE B, I (1/4' MAX.) SHEET 1� (1/4°MAX) 1!1�WOa .: EXTERIOR '.';..{.'.:• -'.: :: '. 2-1/16. 2-1/1'.. . EDGE DISTANCE: CONCRETE EDGE DISTANCE SEE TABLE A, SHEET I PERTABLE SEE TABLE A, SHEETI EMBEOMENT:SEE TABLE&SHEETI &SHEETI EMBEDMENT: SEE TAB' E& SHEETI — 2-TRACK FRAME SILL 3-TRACK FRAME SILL LDe CONCRETEINSTALLATION a CONCRETE INSTALLATION EMBEDMENT: SEE TABLE A. SHEET I PROPERLYSECURED NOTES&TABLEA. t EXTTETI1RIOR SHEET 1 - V114- MAX. SHIM EMBEDMENT: SEE TABLE A. SHEET 1 CONCJCMUANCHOR TYP.,SEEANCHOR EDGE DISTANCE: NOTES & TABLE A SEE TABLE A. SHEETI SHEET 1 2.1/� PROPERLYSECURED 1X WOOD BUCK TYP..— SEE ANCHOR NOTE S. CONCRETE SHEETI FOR CMU wo PERTABLE Tn7 A. SHEET 1 V VV MAX SHIM (s 2-TRACK FRAME JAMB CONCRETE/CMU INSTALLATION Iwgmafdad o:m. ovamtnead (114 �24178" CONCRETE EDGE DISTANCE: PERTABLE SEE TABLE& SHEETI A, SHEETIEMBEDMENT: SEE TABLE & SHEET I 4-TRACK FRAME SILL �U CONCRETE INSTALLATION EMBEDMENT:SEE _ F� TABLE A, SHEETI SEE TABLE A. 1X WOOD BUCK TYP., - SHEET? SEEANCHORNOTE3, —L•—� SHEETI 1118"' CONCJCMUANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 CONCRETE SEE TABLE A. SHEETI 2-1115^ CONCRETE UK UMU OltEROR r-. PER PERTABLE �TT�'L i AS A SHEETI V °y 1/4' MAX SHIM IR 4-TRACK FRAME JAMB ILLATION S CONCRETE/CMU INSTALV a•µ ANCHORAGE DETAILS SERIES770_ALUM. SGD-LMIMPACT n mono ATTS 13 +22 PGTOf30 PRODUCT REVISED Bullding Codewith the Florida NOA-No. 17-0420.12 EXplraV.. Data 02/17/2020 3H No. 587a5 I I 5 I ALLA 1 IUIV Ut I AILJ NOTES: I.ALL DIMENSIONS FRAMEJAMB SHOWNAREBASED REQUIRED ATALL 2.693'MW. ON MIN. ALLOWED. INSIDE POCKETS EDGE EMBEDMENT: SEE TO PREVENT DISTANCE 2. FIGURES ON THIS WOOD FRAMING TABLE A, SHEETI RHOOK MOUNTING ADAPTER WATER ,t SHEET ARE FOR ILLUSTRATIVE WOOD ANCHORTYP., INFILTRATION :, ``'d. CONCJCMU SEEANCHORNOTES ANCHORTYP., SEE PURPOSES ONLY. SEE EMBEDMENT: &TABLEA,SHEETI '` ANCHOR NOTES LEA SHEET A, SEE TABLE A. (ALSO SEE TYP. ',h TABLEA.SHEETI TABTABLE EDEETIFOR SHEET i ILLUSTRATION, SHEET 9) I( �r.;;;'7..:,:,';•: � 1-114'MIN. EDGE DISTANCE SUBSTRATES. EDGE DISTANCE: SEE ,;�i'P1y-�'�` .] �;; ExlEaloa 3. SEE TABES 43, TABLE A, SHEET EMBEDMENT: "'•^'",'•�"• ;ai�j„` SHEETS 6-8 FOR SEE TABLE A.-tl ', ;•;j.'•:.., P-HOOK MOUNTING REQUIRED P-HOOK 26 aloa SHEETI ADAPTER CONCJCMU AND P-HOOK MOUNTING ADAPTER PHOOKWOODANCHORTYP., �T77 Pi100K ;';'�':;:FY•-"';•,•,')';•". -y•••G::'d.•:T. ANCHORTYP., SEE ANCHOROUANIIRES. SEE ANCHOR NOTES �7 :^ .: gNCHOR NOTES&TABLE SEEEXAMPLE &TABLE A SHEETI MUPCONCRET BLE CMU PER TABLE EMBEDMENT: SEE A, SHEETI ON H ON SHEET 9. ' ALSO SEE TYP. ( 2.fi93'MIN. A,SHEETI TABLE A, SHEET I (ALSO SEE {ALSO SEE TYP. " ILLUSTRATION, SHEET 9) EDGE DISTANCE 9) P-HOOK FOR USE WITH FLAT SILL RISERS P-HOOK FOR USE WITH ANY SILL RISER PARTS 91 S.#2D.#22 OR#24, Jc PARTS#18, 620#22 OR#24 WOOD INSTALLATION EXTERIOR MOUNT SHOWN, CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN. (SEE TABLES I A. 2A&3A MAY ALSO BE INSTALLED IN (SEE TABLES IA 2A&3A IV AYALSO BE INSTALLED IN FOR WATER RATINGS) INTERIORCONDRION FOR WATER RATINGS) EXTERIOR CONDITION METAL TYP., SEEANCHOR P-HOOKMOUNTING CONCRETEOR NOTE 4, SHEET 1: EMBEDMENT: SEE TABLE A. SHEET ADAPTER SMS CMU PER TABLE MIN. OF 3 THREADS ANCHOR TYP.,SEE A, SHEET I BEYOND THE METAL ANCHOR NOTES SUBSTRATE 26 &TABLE A, SHEET EMBEDMENT: EMBEDMENT: (ALSO SEE TYP. ILLUSTRATION, EMBEDMENT: SHEETS) BHEETI SEE TABLE A, DISTANCE: SEE SHEET I TABLE A SHEET 1 P-HOOK MOUNTING EMBEDMENT: SEE ADAPTER CONCJCMU TASLEASHEETI ANCHORTYP.,SEE V._,T.^-�•, •. •. ANCHOR NOTES &TABLE 1-1/4' MIN. EDGE DISTANCE PRODUCT REVISED plY1., wiN, No FloBtln B.1...... C1n9 Cadn NDA-Hp. 17-0420.12 e plmtlon D.A.P7JI712020 TOOK SMSANCHORTYP., / SEEANCHORNOTES EXfEWOR R P-HOOK CONCJCMU / ANCHORTYP.,SEEJ EXiERDR f7 &TABLEA,SHEETI V P69MIN. ANCHOR NOTES& TABLE V (ALSO SEE TYP. A, SNEET I 2.893' MIN. ILLUSTRATION, SHEET 9) EDGE DISTANCE (ALSO SEE TYR EDGE DISTANCE ' ILLUSTRATION, SHEET 9) ' �pll ll h(I� �P-HOOK FOR USE WITH BOX SILL RISERS ®P-HOOK FOR USE WITH SOX SILL RISERS `• 0.......... 4df PARTS#19 #21,023 OR 925, EXTERIOR Kn PARTS 919. 021,923 OR#25, U 9F •'•.�(�� METAL INSTALLATION CONCRETE INSTALLATION EXTERIOR:' (SEE TABLES IA, 2A&3A MOUNT (SEE TABLES IA 2A&3A MOUNT �2}j No. 66T06 •' FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY = T i /77 _ _ cExr. a�wrxr�n • 22 HEADER DETAIL'N, SHEET I8:INSTALLA7ION DETAILS'Avr &'Ac',� NOTES: SHEETS 12 & 13 i) SEE SHEET 17 FOR IN PANEL CONFIGURATIONSS AS AS APPLICABLE. BEE DPlANCHOR TABLES, SHEETS 63 FOR MAX PANEL HEIGHT AND WIDTH. SEE SHEETS 18 & 19 FOR SECTION DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS. 2) (1) LOCK (ITEMS 75 & 107-110) AT EACH LOCKST&E, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB ORASTRA.GAL 3) PLEASE SEE APPLICABLE ASTRAGAL & INTERLOCK COMBINATIONS PER DP/ANCHOR TABLES. SELL DETAIL'D', SHEET 18; INSTALLATION DETAILS 'DW &W. SHEETS 12 & 13 PANEL CORNER DETAIL MAX UNrz_ WIDTH MAX NOM. PANEL WIDTH TYP. PER TABLES 13 EnERIOR 90' PANEL PANEL PANEL TYPE TYPE PANEL CORNER DETAIL N2', TYPE 'OS' 'AS' TYPE SHEET I9&CORNER A 1C MAX. UNIT ANCHORAGE SHEET II' MAX PANEL ! MAX HEIGHT INTERLOCK DETAIL PANEL S WIDTH TYP. DLO PER V. SHEET 10 , 1EIGHT HEIGHT TABLES _ SEE PER IX RIOR VN MOR NOTE2 TABLES I31�3 13 (�j JAMB DETAIL'GY, SHEET 'S( I 18; INSTALLATION DETAILS J X LL X vn.i ar.+ cuccrc �a a w 90, EXAMPLE: 90° INSIDE CORNER, 4 PANELS - )0= Part# Descdptlon Materlal 124 Ko+Mleding 4SG TPS Spacer System 125 Duanex Super SpacernXT with Hot Melt Butyl See this Sheet for 128 Ouanex Dumseal Spacer Materials 127 Cardinal3L Edge Spacer , smumRAL SIUCONE KT. DLO WIDTH - NON. PANEL WIDTH - 7' DLO HEIGHT- DOOR UNIT HEIGHT-10.125' PANEL HEIGHT -DOOR UNIT HEIGHT-1.866' U� PRODUCT REVISED B°Itdi"Plying IW the Fl°Hda INr. GLASS NaA-N.-_ 17-0420.12 +:< KODISPACE 4SG TPS 9 SUPER SPACERONXT"' BaP""'°" D° v17lzozo er ALVMWOM Mlum4a uet °na° RFJNFORCEMENT 10LYh90- DE9ICCANTFIII.AREA 6 BM'E'tE 5118'NOM N1NDM. 9FAL BU & 9NCONE SEN. _91CCANr INU53S STEM STAINLE99 STEELI c// —Wr.GIASs vC// `wr. cLase +B DURASEALO SPACER +v XL EDGE -SPACER RP Na U705 *- .F cmr.OPAVMF7azn u SERIES 770ALUM. SGD-LM IMPACT "11iiii iol" Jft 069N1 D NDU'WIOEa R11S SNEET. ru>� 0. LYM! Y4LER, PE m` ia'fau � soD7>p A75 15 +22 PGT0f90 I C P.FJ 69>a5 FIXED JAMB DETAIL'G2', SHEET 181 INSTALLATION DETAILS'OW &'Gi, SHEETS 12 & 13 SHEET 19 ASTRAGAL HEADER 'DETAI W, SHEET DETAILS'L7'& 18: INSTALLATION DETAILS L2, SHEET 19 -Ave &'Ae, SHEETS 12 & 13 PANEL PANEL PANEL TYPE TYPE TYPE L' 'D' 'A' TANE MA NOM. PANEL UN HEIC WIDTH TYR PE MAX. PER SEE TABI DLO TABLES 1-3 -NOTE 2, 1: HEIGHT SHEET 315 0 x x DETAIL C T NT SILL DETAIL i 'D'. SHEET ES 18; INSTALL DETAILS 'DW &Di, SHEETS 12 'Gi, SHEETS 12 & 13 HEADER DETAIL'N, SHEET IS- -INSTALLATION DETAILS SHEETS 12 & 13 90° PANEL PANEL PANEL TYPE TYPE TYPE A ,a, 'DS' NOM. PANEL MAX./ WIDTH TYP. OLD PEf m PANEL TYPE M MAX UNIT / HEIGHT PER SEE NOTE 2, TABLES 4EET 16 3 &13 F'��SEE FRAME& MAX.UN PANEL CORNER SILL DETAIL'D', SHEET 18: MAX. UNITWIDTH CONSTRUCTION EXAMPLE: OXXX INSTALLATION DETAILS DETAILS SHEET 15 2-TRACK TV&De. SHEETS 12& 13 EXAMPLE: 90` OUTSIDE CORNER -XX= (2-TRACK) JAMB DETAIL 11', SHEET 18; ASTRAGAL DETAILS'L7' & INTERLOCK DETAIL'M', SHEET 19 INSTALLATION DETAILS 1W & l L2, SHEET 19?-1 INTERLOCK DETAIL'M', SHEET 19 'Id, SHEETS 12813� HEADER DETAIL'C', SHEET HEADER DETAIL 1 18; INSTALLATIONDETAILS �ETAIL'Fi2, SHEET P-HOOK DETAIL X &'K'. SHEET '&. SHEET 18; T 1 'CW &'Cc', SHEETS 12 & 13 18; INSTALLATION DETAILS 19. INSTALLATION DETAILS'JW, INSTALLATION JAMBDEWf&'Id SHEETS 1 INSTALLATION Wd&'Hi, SHEETS 12& 13 'Ji,'KW&Xe, SHEET 14 DETaLS'BW 8'Bc',� DEDULS'IW 8'k', SHEETS 12873 PRODUCT REVISED SHEETS 12 & 13 . plyingg wIM M. FIOBCa SWIMn3 Cotla NCA-No. 17-0420.12 fM1MUgiP �pin0ono2ta02/1772020 JAMB DETAIL W. SHEET 18; INSTALLATION DETAILS 'GW &'Ge', SHEETS 12 & 13 MA} HE F TA I-. rvwn. urvu velum ___ ELPANEL PANEL PANEL E TYPE TYPE TYPE t' 'M''F' PR UNIT NOM.PANR GHTy / W DTHETYP /ILES / SEE PER / s�s I 3 DLO NOTE 2, TABLES I3 HEIGHT SHEET i6 0 x X 11 % ' EXAMPLE: OXC(p SILLDETAIL'E', SHEETIB;J Ia�nnvnI ­., 'EW&S.'. SHEETS 12& 13 mir. aANMltlIDo r— MAX UNIT WIDTH PALL PANEL PANEL PANEL TYPE TYPE TYPE TYPE .1 �F, ,F. ,P MA NOM. UN PANEL b HEIC { / WIDTHTYP // PE SEE MAX PER TAB[ --NOTE 2, DLO TABLES I3 11 SHEET I5 HEIGHT ,X� X O C T HT i ES 'M', SHEET 19 90' OUTSIDE CORNER DETAIL '141', SHEET 19 & CORNERANCHORAGE rsHEET71 INTERIOR FJRERM NON. PANEL WIDTH TYR PER TABLES 3 EXAMPLE:XXXO SILL DETAIL'P, SHEETI8;/* NO.58705 (4-TRACK, BY-PASS) INSTALLATION DETAILS 'Pd &'Fe. SHEETS 12 & 13 so m I /YTS 1 16 + 22 PANEL'S RIGHT STILE TYPE PANEL sWGLE IMERLM:K SINGLE INIERLOCX mw LO IiE ABTRAW. ABIMGAL HBO O BO% 6o LO�CIt6 W OWP(S�RIE 90 REmGEN� I R EXit0R1.FR aD RELFJVER t5%T ORECEI'IFA I]Mfi RwEfENmER TYPES O1i IN 8,1LE WI HANDLE BW(OlR 8o%IN WIR4NDLE W/RurolE W/HANDLE WIWw0M WIHANDLE WIMMI.B #[n�e WIHANDLE W/WWDLE 1�1 El m,a w, n„ #Ix #„6 96 1 S =K F PP KfdJ L TR TQ TC TA TV TW BINRIN O R ter B E P A C C IC SQ SC SA SV SW IN Rc*w leu<M FIXED RR R S IsFD FC FV FW reaBD,D RarM LOCNB"� D M J J WIHANOLE PWM de� oIDJf� LR PANEL NOTES: wl HANDLE wa'«m . I. SEE DP TABLES 1-3. SHEETS '6-8'FOR PANEL SIZES & DESIGN PRESSURE. psTFAOAI. /N LEFT QINTeR'oR RIGHT 2. PANEL TYPES NOT SHOWN OR CROSSED OFF w eoXIN W/WVJOLE RurM PANEL EX,EflIDR PANEL ARE NOT REQUIRED FORANY CONFIGURATIONS r % STILE V STILE AND ARE I.E. . eox cur 3.GO- ASTRAGALS TO USE HEAW-0UTY CORNE RECEIVER EITHERSTILES PANEL 'E' SHOWN. SEE TABLE FOR OTHER PANEL TYPES AND (#61),OORNE19) OR INTERIO18)AND EITHER B)OR INTERIOR (#720)CORNFR U w BOX IN APPLICABLE STILE/ASTRAGAL REQUIREMENTS. ASSTRAR�ALS#71 J DT 4. 135-ASTRAGALS TO USE HEAVY-DUTY STILES 9D LOGKBTILE RT Cl (NI) AND CORNER ADDON (#37). J w W/HPHDU pit SILL RISERS OPTIONS 23z ,,� z aW/WNDtEpf, E CUWIER 901. RE s E%TCDIWER%6 BO RECENEH QT CT QS CS ..fir '� EIITEgIOR ROIL O62 PRODUCTREVISED EMERIOR ., rig IN Iha Fio4da FJ(IEWOR %tom O6T `� .firdCW 4.0&S Buliding N°A-Ro. 17.0420.12 W/HANDLE a Y' 95ID6' WTCOPNER paI1B BO REDUVEq AT AS DF ,S#•Da2 �6. + Expimflon Dnb 02/1W2020 DY "=-- W/HM'DLE ..11L Mtn Pm not eontm mte EAT coArmy CF (,1$ILL RISER. FLAT' SILL RISE FLAT SILLRISER FIAT SILL RISER FLAT u 26 OMEDIUM. 3-174' OHIG�4' sD UCFJVER FLUSH. 1.1/2' LOW H-^ aso• D W/HAIIDLE �' VT VS VF �OR .T� ( INTCORNER 35 REGENER WS WF E 1110R �� IXTERIDR .D62' `r BOfi' C] 4.OSIi, 3'J0.5' Do,WI HANDLE p OBS 2665' V' \\,IIIIIIll7 IJ I{ / 1 1 UcFi... ... 11 OSILL RISER. BOXI' 18' SILL RISER BOX 2f GLOW. SILL RISER BOX SILL RISER. BOX No. 58705 29 28 „1' - OMEDIDM 0.USH.1.77 2-172' =V Y4 - ' NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS, SEE SHEETS IaM,EtlWf6O0Y0RNE N•vndwte mreR TE TIDES :,�i`SS'Yort)on,.NG?�.. [RnPANEL ''IgNALIE\\\\ �a cITlr.crA117Rrzsms SEftIES770_ALUM.SGD-LMIMPACT JB D4gY/) t NDtlfANDE9 iM15 SNEEI. � r. ° y A. L PE. JR f0'11V14 .vieiays/¢scmm stlnTo MS 17 + 22 PG7D13D C Pf s6a(Pa�s ASSEMBLY DETAILS (SEE SHEETS 1244 FOR FOR INSTALLATION DETAILS) BA OR B1 G1 2-TRACKJAMB 6' LONG CUP #105 I'm WIRETAINER8106 11s MIOSPAN (SHOWNWITH 6 FD(ED PANELTO THE INTERIOR) IS 123 ti% G3 2•TRACK JAMB (SHOWN WITH OPERABLE PANEL) 16 112 61 62 2-TRACK JAMB WISC Iff 63 �I VF.%IERIo$ SHEET 16 J121 E% OR a TRACK EIGERICR 140 FULLPANELJfddB IENGTH pp�O MOROI 105 >5810 - 1T 10 b SEE DETAIL Gl FOR FIXED PANEL CUP V758107-11mSEE DETAIL G2103 FOR FIXED PANEL CUP 66 10 17 BOOR01 �— RIOR �EI(TEMOR rl c+'+cRI.R V 3-TRACKJAMB 3-TRACKJAMB 4-TRA0KJAMB 4-TRACKJAMB (SHOWN WITH (SHOWN WITH 11 (SHOWN WITH I3 (SHOWN WITH OPERABLE PANEL) S FD(ED PANEL TO FIXEDPANELTO OPERABLE PANEL) //�� THE EXTERIOR) THE INTERIOR) 11511 SEE DETAIL ON SHEET 16 MAX UNIT HEIGHTPER TABLES " PRODUCT REVISED p171a wlll, Me Florida euu`e'3na codo Nca-No. 17-0420.72 SCREEN .. o FRAMESILL E FRAME SILL F FRAMESILL N4 507DS }_ 'ITEM BI SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES =fit _ W, SHEETS 6A FOR DP(PSF) ASSOCIATED WITH STILE•i �Y= 1u> 1.aafea'�u�ORrvr• VERTICAL SECTION DETAILS '..RSS'•<oRio?,.o` �i�I�NAL E'1�T� �C cFRr.oF.wx.amP�� SERIES 770ALUM. SGD•WINDOW-IM! JR 66OS•17 NO CWWDES MIS SFffET. `,mm r" "��'-'' uw,e T7o NTS u.e 18 +22 PGT012H ,r C P. Mm6 JR aahYo•1l ASSEMBLY DETAILS (SEE SHEETS I2-14 FOR FOR INSTALLATION DETAILS) ���� b Q LNreWaa of 113 8/__l (63), � n, Q 7 1t 113 11 E 3FJ MOR 9XTRMR a L3 IN ERIOR 9D• 90' INTERbR eINTERLOCK �J 9 00 pp 01 91 f10 113 113 11 -ITEM #61(HEAVY-DUTY nEXIEWOR v 113 1m 110 J1 W({BWOR V ] STILE) SHOWN. ITEM #60 pT pp (STANDARD STILE) ALSO STANDARD ASTRAGAL qe7 HEAVY-0UTYASTRAGALtl68 90' OUTSIDE CORNER 02-TRACKSHOWN 9V INSIDE CORNER 62-TRACKSHOWN APPLICABLE, SEE TABLES 1.3. SHEETS 68 FOR OF It WITH STANDARD STILES 06D WITH HEAW-0UTY STILES q01 (PSF) ASSOCIATED WITH EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN STILES. (BOX -OUT) MAYALSO BE INSTALLED (BOX-0UT) MAY ALSO BE INSTALLED TOWARDS INTERIOR (BOX -IN) TOWARDS INTERIOR (BOX -IN) 0ECEXTEWOR 135' INSIDE CORNER 2-TRACKSHOWN 135- OUTSIDE CORNER Ot 2-TRACK SHOWN QIWEWOR PRODUCT REVISED emlei na Ong eith Pe Fladda NOA-Na. EE 17-0420A2 *: No.6B709 - J.R iodlNil a 57/UALUM. SLiU-LNIMI'HC:""""" mmwcaEro�. — h11N�ePG0aNRalu Sc.Wtn NTS 19 22 13C P£ NOTES: 1) ALL ALUMINUM = 6063-T6 2) ITEMS 6 3339, 56.59, 66, 78, 84-99, 721 8122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. 3) USE OF 912 ORN73 REQUIRES MIN. #10 SMS OR3/16' MASONRY ANCHORS ® 2r MAX. O.C. PRODUCT REVISED as complying9 vriN No ileritlp Dulltling Gotle NOA-No. 17.0420.12 Expiration Data 02/17/2020 By -- Mivm,-0a c cze 11111111111 /}/T ' No. 58T05 .P a %A '. �f 1}- rt4• IorottvwOLODrnnhE NVEMCE Rom/ PARTS LIST 'SSIONAt 6�G�`� csRr c�Alnitd2use SERIEST70 ALUM. SGO-LM IMPACT lTJlllll )11111 .wwensrmu.m nGOn/ A7S 20 +72 7 PGTOlso C ALYNN��LIE�PE ttem o GTp PGTO Descri ' A /4 l C NOWAYGuvusSNEET lR IMN14 p6On 1 11300 e1T3W b1MIXHEAD 2 1130J 81]3W 2-TpAIX HEAD WRH SCREEN PAL ] 1T309 0113W 31MCI<HFAD d 9312� 01T312 4TPACI(HFAD 5 i]314 af1314 FRAME SCgtVICOVER 0 i1311 81731) FRAME HEPDT34MB ADORN ' 1T301 8f]301 2-TMIXSLL 0 1T3W 817301 2-TPAIX SLL WITH SCREEN ML 9 iTLR 6173m 31PAIX SLL 10 1T310 BtI310 4-TMIX SILL 11 1TJ13 817313 FRPMESLL TMIXINSERT 12 1T315 B1T915 FMME SILL 6CREEN AODON (SEE NOTE J) 13 17310 B1T318 FRAME SCL SCREEN ENDAODON (SEE NOlE 3) 11 1TSW 81T3W 2-TIWIXJAMB 15 1T3G2 81]3O1 2-1MIXJNIB WIRISC(1FEN RAIL 1B 11908 B1T3W 3lMIXJAHB 17 tT311 B1T311 1.1MIX3912D 1B 1T39 B1mY2 SLLPLSER-FIAT, RUSH, 1-1? f9 I7319 611319 SLLRI6D1-BOX RUSH, 1-1? 20 1T321 817321 6LL0.DER-FLAT, W W, 2-1? 21 17910 07310 6LL RISER -BOX WW,&1? 22 fT]55 B1T355 SBLRGEA-FIAT, MEODM, 31/4' g 11354 B1T354 SLLPLSER-BOX MEOUM, 31/4• 21 1T3g B11Jg BLLRMEA-FIAT, NbN, 4• 25 17720 81TJ20 SLLft1501-BOX HDH, 4' 20 1TA3 81)3W PoCKET PNOOK 27 70m 6T070 NEOPRENE BUl6 WSiP FOR P4100K 2B R394 81]394 PoCIWT PNDDK MWM 20 1T335 01]3J5 PJIOOK LAVER 30 ti310 BD310 POCKET PJIOOK FOR BOXRBE0. 31 1737e 01 ]3I8 115 CORNEA 32 1T]TB 011]IB 135 FLIED MOUNT HENS IO9ME SCREEN PAR1S: 40 1319 B12258 SCREEN SGE RAC-LOIXSRE 41 iLOCMNGSK SCREENWIXSEJ a2 d1810 9CREFN I�EPFR SPACER SEJ 43 0152 00152 SCREEN WIERIAIXPDAPII:R 44 1123 au2e scREGN DOusLe NTEnLocK IS 4311 612250 SCREEN TOP RN6. IB 4]18 812251 BCPEW 60TIDM RAC 47 660, )SRAZ STANDARDROU cp 49 fi50 ]SRP% bTA1DARDROLLER-Si. STL 49 13M 81311 SCREEN ASTRAGAL W 11349 Bf]349 OXJ SCREEN ASTMOALAOAPIER 51 189E 81092 SCREEN SPLNE-.106' 52 1991 01694 SCREEN 6PLNE •.1W' 53 - 81018W0 SCREEN CLOTH 51 1}25 t?%P %1I18'SET. BLACK NEOPRENEWNS 55 1T21 1'X4' %V1B' BET. BLOCK NEOPRENE C5 a/Ji Rem D�GT# PGT1J Description 80 tiJ25 BIT325 PANELGRE et t)]g fi1T320 PANFI STLE gFAVY DUIIT 82 1132T B1T32) BRERLOIXAU/P]O0. fi3 1?T5 61P290 `AUYL BULB WSiP.-THn 10JSDE NIERLOCIQ 04 1T29 It)g SLL END YrEA1HEPSIRP PAD G1 17320 81]320 � NIERLOCK SLREW COVER aT 1rJg atlas a61RAGAL BB 1)W$ B1T339 1!<AW OUII'ASIPAGAL B9 tl]2d 81T321 TOP & BOT WM PAL 70 1]350 d1T]SD Y.^�ATHERSmP FXIENSON OAEGIWN MOWED) T1 1895 TieW 1-i?X1'%Y4•HGN FN SEAL DIISJPLVOS ' 12 015] 10163X TANDEM ST. SIL ROL FR ASSY. i3 01b] T815]N TMIDEM NYLON ROl1EJt ASSY. )4 SLICONE OOWJI9R OOWA350R OE-TlW T5 8105 ]0105% GEMNIMORJGE3PLY WALLOCKWAANOIRIN P1AlE 1B >1W2X1FPF% 81032 X1'FL 666Q1EW N9TYPE S'TP ' T 1 l l W g9 10.i2 6TEEL Ia1C LLN UT )9 1T35T 01139 f'q BEAO W 1]359 01TO59 i/16•BEADIFlYEO PANEL CIP " 01' 113fi0 81]36a L10•BEAO 82 1211 aR391K VNYLBUW WEATMERSIRN BJ B1T15 1T10 LOWE NG VT %H1B•6GL SIDE MR. WE, POLYETN. 1W BD52 19WY ROLLER ADI. HOLEPWO ' t01 TTIB! JINB BUMPER ' 1W 1698 T1690 WSTPWO 1W 0108 ]0180% 1'NEEPER 10d 853 )SDKEFP SCREEN LOCK KEEPE0. IW 1}3N 01]314 FOEO PANEL CLP-B'LONO iW 1]]52 01T352 FLIED PANELPETANER-9/10` lOi 1139 TR39 NANOLE KB-nIENbR NAISEO WIIHiHUMB NPiI 10B 1)d0 T1140 ILWOLE KR-M6Po E%IERKIRHAN0.E iW 1I31 181023N HANDLE KB -RECESSED nTERbR Y+DN TMIMBNRN 110 1]32 TB1m WWOIE KR-RECESSED FXIERDR PULL 111 ]f0%fIPP /IOXL4•PR-PNTEK-93. 112 1235 BISIB W61P, 90X.110-FN SEAL 113 1]12 B9B88 .tn'X1J0'FNSFAL T20XI12X1]33061TJ]/11331BITY1]1]J3BB11T]JB plifP%-1?IIWPPT010X1'T2NOXYR20X1'S.S. 1T352 B1J352 FDEO PANELPETANERTR 5.069' 8.662' 0.080• 1.211' 1.506" 0.081, O2-TRACK HEAD -� 1g 4-TRACKSILL (6063-T6AL) (6063-TS AL) 1.211" 0.081' O2TRACK HEAD W/SCREEN TRACK (6063-T6 AL) 6;4=W .526' 0.080, 1.505' 44 03-TRACK SILL (6-0 T6AL) 7.106' 6.221' 0,080° 1 211° 1.505- 0 081. O3-TRACK HEAD 02-TRACK SILLW/SCREEN TRACK (6063-T6AL) (6063-T6AL) 9.14T D4QiS. 1211' r777,.O4 4-TRACHEADTn O7 2-TRACK SILL (60(33-TO Al.) (Ob Tu AL) 1.514 260' 1. 0.080° OFRAME HEAD/JAMB SCREEN A060N (6063-T6AL) SEE SHEET 17 FOR SILL RISERS. 0.062' 0.632' .516, FRAME SILL SCREEN 11 ADO-0N (60WRI AL) REQUIRES MIN. 010 SMS OR3/18-MASONRY ANCHORS @ 24' MAX D.C. 0.060- 0.760' 1.990" 1g FRAME SILL SCREEN ENDADD-0N (6063-76AL) REQUIRES MIN. #l0 SMS OR3/16' MASONRY ANCHORS @ 21' MAX O.C. 8• 2-TRACK JAMB W/ 16 SCREENTRACK (6063-T6AL) to 3-TRACKJAMB (6063-T6AL) )(TRUSIONS FRIES 770ALUM. SGD - LM IMPACT e..m sOo-np NTS 21 + 22 PG7U130 +I 1.35 11J.0119' 0.062" 0.081' SCREEN STILE (6063-T6AL) 5.069' 1.99 f3'1.045' 0.062' 14 2-TRACK JAMB 45 SO - RAIL TOP (6083-T6AL) (6063-TEAL) v 4-TRACKJAMB (6063-TO AL) �-( h-- 0.875' 1. 1- L 0,062' SCREEN 48 BOTTOM RAIL (6063-T6AL) PRODUCT REVISED as plying with the Fledda Bagels, Zoe, NO".. 17-0420.12 Cxpltae,a Data 02/17/2020 No. 58706 _:73 %�OT'I'.htE "'S,ONA i IENG A LttMNILLIIi PE P E I69i0fi E �)�X.� � NOR T §oo s \ § E � s m � f§ k § v ; L *� lK;; , ®1 � /§ § �!{ � ) LV� RECEIVED MAR 0 6 2019 FILE C0 PY MIAMI•DADE � &T, t,4cle, t:Ounly, Permitting ML4MI-DADE COUNTY ® PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Sheet, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786).315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) m .miamidade pov/economy 1070 Technology Drive North Venice, FL 34275 SCOPE: SCANNED BY St. Lucie County 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 (AIIJ). 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 "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.T. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact —Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision C dated 06119/17, 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. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0218.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M Plasencia, P.E. NOA No.17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.10-0819.05) 2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision C dated 06119/17, 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 FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05105111, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5111 Edition (2014) and with FBC 61h Edition (2017), prepared by manufacturer, dated 08/29/17, 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. None. E-1 Jorge M. Plasencia, P.E. Pro uct Control Unit Supervisor NOA No.17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-5t° Edition (2014) and FBC-6'° Edition (20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 04/14/16 and expiring on 05/26/21. Jorge M. Plasencia, P.E. PI dact Control Unit Supervisor NOA No.17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT•RESISTANT PRODUCTS FIGURE 1: MULTIPLE �ppENINA IVIpTx Fp1VFITIIVIMULL AROIEBIOBP MULLIONS INsmemmm sEepETM4 / ~ DE gRESC A GIM1M EHBML SFATNBU.9 AIETS a; / SNEET9:-1 1 \ ATHBtIN15 1 SH G: / SXf£T621 NULL. MULL x PDA cow IENoIx na+RnMrx 6EEp MI2. IAULL X 3 rSMAr FBDI ew 09D,, WE WWREB6 BE LWNFACIMFD BY PET. AIL � XOBGlNf.LL A-0/9EECETPLL9 1 .GH: tB.WTx xaR2v+rx MML IEUGn1 III 1 T````��♦ 11 I11 I ADDITION LEXAMPLMOFMULLMNFIGURATIONS: 1—OPEMNG'Nm7N-� I—XGxe MItLLFNGM�y -1 IEi.mN f- I I nw�NG- SINGLEMULUONLj SINGLEMIAMON FGRVERI_v:LLMLLL___ .,B�wRREypO�.p�ARq MULTIPLE MULLIONS FROMFIOINEIIHOVE WOESISTANDARM USED: •2017 FLORIDA BUILDING CODE (1FBC, BTH EDITION •2014 FLORIDA BUIWNG CODE IFBC STH EOMON •ANSVAF11PAN0fr2015 FORWOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL.ADWWIS •MSI SIM12 •AISC 36D10 GENERAL NOTES: 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FORTHE FENESTRATION PRODUCT INSTALLATION. TYPICALAPPLIGTIONS ARE SHCWN EACH SITUATION LSUNIQMAND SHOULD BE BY AN EXPERIENCED INSTALLER FORTHE BEST INSTALLATION METHOD. OPTIONAL IX OR 2X W DBUCKS IF USED, R 8 GENERALNOTES._--__.1 EVALUATED MUST BE ANCHORED PROPERLY TO TRANSFER L0A03 AND PRE TO BE DESIGNED BY OTHERS INSIAMOW G----"^'—tFNSTR NS__..------- ._..I NUMBER OFANCHOR9 IS CRITICAL TO THE STRUCTURALPERFORMANCECFTHE MULLED UNITS.MULLIONS ULLTo2XWOOO....__........2olgli MULLTO t%e MM140NM_. i oY 2) THE TYPEAND MAVEBEENTESTED AS•FREE-FLOATING-ANO DO NOT NEEDTO BEDIRECTLYATTACHEDTOTHEMULLION GIPS, BUTSHAL IMSTALIATXWNOTES..___2 NOT wVEAGAP OFMORE THAN i)4'FROM THECIIP. MUU.OMVBONRY----'0IFO:-� MULTOSTM.S=' 3TFISCNMOBTSIDESIGNPRESSURE ALTERIUTATE Cl"'S-- A MUWONSARECALCULATED TO DEFLECT NO MORETHAN.U180.THE IIl STRESS NCREASEWPS NOTIRED L+IN THIS ANCHOR WV MTION.THE I.6 LOAD DURATION FACTOR WAS USED F0RTHEEVALWTION 0FWOCO SCREWS PECS-1X2X.1R5MUU-SPEDS___6 SEALING OF ENTRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERSAND IS SEYONDTHESCOPE OFTHESE tXZ=3NIILLBPI:W____74)PROPER IX2.76X]>6MIILLSPECS.._..._>INSTRUCTIONS 1X2.TeXmMULL1X4X.12beelSnCS 511.6E THE COMBINED WIDTH OR HEIGHT OF ONLYTW0ADJACENT FENESTRATION PRODUCTSTO MTERMINEPRESSURES ANO jXez eTUeEWXLSPEc�._it 6) WHEN FINDING YOUR SIZE IN THE MUWGN TABLES. ALWAYS ROUND UP TO THE NEM SIZE SHOWN ON THETABIE(S). la 7) ANCHOR EMBEDMENT TO BASE MATERNLSHALL BE BEYOND WALL DRESSING OR ST)ICCO. WOOO SUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE COATED OR CORROSION RESISTANT 2X 11 1. AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSNIIIM MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT W.. REACTIONS. MU 6) REFERENCE TEST REPORTS: FTLfi % ELCO ULTRAWWAGGREGATOR NOAS 9) WUMNS AND CLIPS HAVE BEEN DESIGNED a TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING MOE. AND AREAPPROVED FOR IMPACTMD NON-IMPACTAPPUGATIONS. MUWONSAREONLY TO BEUSEDYIT PGT-APPROVED FENESTRATION PRODUCTS HAVING CURREMAPPROVATS. 10) MUWONS ARE IN COMPLIMCEFORUSE N THE HV 11) OUANTRYOF UNITS WITHINAMULT ME MULLED ASSEMBLY IS UNUMITED PROMDEDTHATTHEWAN AND OPENING WIDTWHEIGHFOF EACH INDMDUALMULLION COMPLIES WITHTM REQUIREMENTS OFTHIS N0& NSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LB3IFT') FORTHE OPENING USING THE ASCE.7 STANDARD. 2)CHOOSEAMUWONTYPETWTWILLFITTHEDEPTHOFTHEFSNMS TIONPROOUCPSFRAMEDEPTH 3)REFERTOSHEET25TODETERMINEIFTHE MNDLOADINGIS R CTMGUU 0R7RANGULAMRAPE20IDAll. 4) FIND THE CHOSEN MUWONS MULLION GMACITY(LBSlFT'1 FROM TABLES 1ATHROUGH 16A. ON SHEETS 5 THROUGHM RESPECTA E Y. USING THE MUWGN TYPE IENGTHANO OPENING WIDTH OR HEIOHF (DEPENDING ff THEMULQON lS SPANNING VERNCALLYCR HORMDNLALLI). THE MULLON GMACT'(LBWM OBTAINED SHALL MEET OR E)(CEEO THE DESIGN PRESSURE REQUIREMENT RBSFM FOR THE OPENING OBTAINED N 5) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REWIRED XW). THIS VALUE REPRIKIOTSTHE WINDLOAD TRANSFERREOTO THE SUBSTRATE BY THEANCHORS AND MUST BE METTO ATTAIN THE FULLMU W ON CAPACITY. 6)FROMTHEANCHORCAPACOY(UM)TASLE ONTHESANIE SHEETAND USING YOURACIUALSUBS TE CONDITION (MULTIPLE ANCHORSUBSTRATVMGHORCUPPATTEMMAYAPPLT) SFLECTANANCHORCLPPATTE MDVERIFYTHATTHEMQUIR MCMR CAPACRYISMET. 7)IFTHEMUWONCAPACT(U!gMOBTAINEDINWETABLEISHIGHMTHMN EDESIGNPRESSUREREQUIREMEM(LBSB7 FORTHE OPENING, YOU MAY IISE THE'ANCHOR CAPACITY ADJUSTMENT FORMULA' TO OBTAIN THE LOWERANCHOR CAPACITY REQUIRED. WITH THIS VALUE A LOWERANCHOR CAPACITY OPTION MAYBE SELECTED FORTHE SAMESUBSTRATE :)VERIFY THE DESIGNPRMSUREMTING(LBSI MFONTHEFENEBTRATIONPRODUC)'TOSEUSMMDCOMPAREWITHTH nNAL MILLION CAPACITY ILBBIFPI OBTAINED FORTHE MULLION SYSTEM.THEWWM OF THE TWO SHALLAPPLY FORTHE ENTIREMIn l m FENESTRATION PRODUCT /SSEMBLY. 9) HIGHLIGHT OPTION USED Mo TABLE VALUES USED IN A SPECIFICAPPLICA' TION WHEN USING THLS NOATOAPPLYFORAPERMR. PRODUCT REVISED plying .M Na ROHdA Building' x9A-Na 17.0630.01 EXpLAUPw Deb 05/25/2021 * No. 511705 DETAIL A: MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CUP SHOWN) m %w YMW] 5E-91F£f6 1W]FMNpP LOGTIRAS EDGE e o oIeTAN C F01 D 4� BrnF'S 2E0'NA%i(]] � ALLENLL1019 DETAIL B: MULLION ATTACHED TO TX WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) 4 4 e e 4% EXTERIOR L D6T FOR FIXi WSVN 17.1 AIKN0R9 XDON 6uc.TW TW.ANGIOR AND PE0.9UBSIRAT6 AWAOMENT bE6 SEETIelE9,b,aB BTOTIreRT. BEF NmSt 4 , N val m'��, cQ6PliEgi4W','I�• EpGE �013TA"CE u� 6EE6F£TTBIE9 N ECGECIS NW e FPIMASONFY I6-136 N°'bN6 ' ai SIDE VIEW ♦ 3TNaMG 2 q• � OfF3ET W11 y wPNAT SE WST♦l1EO DT �;P`e 1M6MEM[Q TTP. /NCH[li PEASLIB6]RATP. TYP.04OR PER SI4ti4,PATE 6EETIHLF5,61]0 PERTMB6R+ATC SEET/4R61&]EB �6FP TPffiES,&,83 `�'B� BueK41Pb PAO SoW] EETAHP3 ,a,30 7 ', :: ATGENVBff BIIL'(6lWP FA9EWEM' ...': BTOlHFP9. SEEMOTEL MD AnXCHNM . ..� •.'� ., ermlaNs E. .J e .� :�. SEENOTE I. .. '� }."'� SXEE, 1. " MN2TIfSIDCfOiE1RORCUD FRONTVIEW .. •. SIDE VIEW ' FRONTVIEW 'o W Q 3 Z ¢ O O a Zgg.Ln �v PRODUCT REVISED plyying v]ith TNe FleN4e BUD41ng Cotlo Naq-Nw 17.0630.01 lzpl,&U.. Dose 0E2612021 INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHAD. BE BEYOND WALL DRESSING OR STUCCO. 2) OUANRTY OF ANCHORSAND MULLION SIZE SHOWNASOVEAREFORPICFORW. REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPAORY IS BASED PARTLY ONTHEANCHORTOANCHOR DWMCE, THE PL?,• LWENSF ';(FP% CORRECTOVPNRTYANOIDCATION OFANCHORSMUSTBE FOLLOWED,REFERTOTHETABLESONTHE FOLLOWING SHEETS.FORDETAILBXD, EDHERTHESTANDARO OROFFBETci1PMAYBEWM- =*: NO. 5870S = 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEX3 OR FTATHEPD. —•O : 0:= 4) WOOD SUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. ' lAASS7UNAL $) FOR MASONRYAPPUCAMONS INMIAMLOADECOUNTY, USEONLY MIAMI-0CO ADE UNWAPPROVEO ELCO ULTRACON OR ELM IW S.S. AGGREGATORMASONRYANCHORB I�ILL'ER P.E. FL P.E.# 58705 1 DETAIL E MULLION TO MULLION 0 DETAIL C: —1 A1s•Mn INTERSECTION NOTES: n �x MULLION DIRECTLY ATTACHED TO ) X3C d MASONRY STRUCTURE (ULLIP 1)MAY REINSTALL®IN'IEE'OR'CROBB' Mpq e (STANDARD CLIP SHOWN)�� INTERSECTIONS. k vAXIEs 2) MAY BE INSTALLED HORMWALLY �k (SHUWN)ORVFATICALLY. N R SµVe MYE 3)SEE U-CUP DRAWINGS, SFIEEFS 21-23 1-6U s i i SEETA61F9 t4t1B TOP VIEW N FOR CORRESPONDMG Mt1WON W O �a+ W WPMAY� I I EDDEDISrN10E -may u�t = INSiPLFD OY II I' RFIYISCMtY VMIE31 � J N_ TWSMeTXOD I gNCX039 H131EF19CNEW3, 1 Ida ° \� //''SEIF-0lUWN00fl PPE-0R4L w D:� 2 I I I `� `./ MLLWNNro 119E 5M9 F mmo m B I- m ro w I— oz cD EXTERIOR a rNEORssTDnrs 3 z Ug n = FDGEDIST PENAEWEp FP1 / ``� 7ppp L'U F00.M45RWY • F14RU1�0 LIMERSECIIDI }' /,NCNDns WINDDv9. BIR VAT VLIID 0.' j l— IS N90 BEUSEafDt G p' mnEnfPAMETmBt. EXTERIOR ttP. ANOIOfl e N / SEETyPelE4t&tm a O TW..WDIgt stEst(ET8113 / PER51fStiTMTE. XDUS21 T N9 m g su«snuP sEErAeOA rave FRONTMEW EttE w ATnwMEnT °6�E 0 � �' 3 BYoT l s�rtane V z ¢ fO� O E d Z10 sffrawas SIDE VIEW Nw uIt9CDwTeV wxvlW DDMDLCw tP-t1a FRONTMEW VIMEW SIDE VIEW DETAIL D: PRODUCT REVISED - MULLION STEEL S UD TO BB ppmplying niM NO FIBdda ^ STEEL STUD BuDdl.KOA-N CPao 1T 0630.01 (STANDARD CLIP SHOWN) ROAD' EXpinllDn Data O6Y26/2027 INSTALLATION NOTES: 1) ANCHOR EMBEDMENTTO BASE MATERIAL SHALL BEBEYOND WALL DRESSING ORSNOCO 2) QUANTITY OF ANCHORS AND MUWON SITE SHOWN ABOVEARE FOR PIWORV1 REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARRY ON THEAHCHORTO ANCHOR DISTANCE THE CORRECTOUANTIfYANO LOCATION OFANDHORS MUST BE MUUO D,REFERTOTHETASIESON THE FOLLOWING SHEETS. FOR DEFASSA-0. EITHER THE STANDARD OROFFSETCUP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FIATHEAD AI WOOD BUCKS ARE OPTIONAL, SEE DETAIL C. THIS SHEET. I T EI FOR MASONRY APPLICATIONS INMMJ.DADE COUNTY, USE ONLY MIAMMIADE COUNTY APPROVED Li MOO ULTRACON OR 8.001/4' S.S. AGGREGATOR MASONRY ANCHORS. FRONT VIEW f1 EXTERIOR NOTES: 1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD ANCHOR VALUES MAYBE USED. 2) SEEWRRESPONOING MULLION TABLES. SHEETS 5-20. FOR OUANNTYOF SCREWS SIDE VIEW. 10 DETAIL F: FIELD -MODIFIED MULLION CLIP (F-CLIP) SEEOEfNIBA0. sHDSTsaAxpa FaR NSVLIATION rosvLv.PxslemPATBs O O O O SIDE VIEW 6HDANWINII'XPX.12V. MAUON .EXTERIOR wrowaw,srFEL, pLUM,CAN ORNMOrvnY NOTES FOR INSTALLATION OPTIONS F: 1)DETAILISNOTAPPUCABLEFORTHEBAYOR1.26'X2.11'X.I2 MUWM- 2) SEE TABLES 113-135 FOR ANCHOR QUANTITIES AND SHEETS 21.23 MR HOLE LO(ATONS. 3)THE2 CUP IS NOT SUTTABLEFORTil9APPUCATON. DETAILG: ANGLE MULLION CLIP (ANGLE CLIP) EEF:] TOP VIEW 5 DETAIL H: BAY MULLION INSTALLATION (ANGLE CUP) VTOPVI�Ew 0 0 O ` W PRODUCT REVISED as complcyg IM LAn Fludds Building Cotlo 630 RQA-Na 17-0630.01 (� wLoxnm STm,Awu eagm0on oulo 05/26/2021 EXTERIOR g Es, OR 5 � mY"T�S uc one�O a 93? G3H: H NOTES MRINSTAUATIONOPTION 1) USE 2 ANGLE CLIPS PER MUWON ENO. CLIPS MUSTBE INSERTED INSIDE OF MU WON. `��`�A. ....?.... `c11 2)DETA .SEETASLES1B14BFORANCHORQUANTI MMD SHEETS21-TIPORHOLE �61 No. 5871'•� ': _ *�•'. *. LOCATIONS. 3)DETAIL H: SEETABLES I5B OR 16B FORANCHOR QUANTRIESAND SHEET 22 FOR HOLEqTE Pia 4:- LOCATIONS. t %F •.,. (ne.nN J•.?� A LY1 FL TABLE 1A MUNOnC c Tmbl6 ' Omni;NIdT ryrre?ImaYapLrftOmldmld)mr OpmMO NeJOht (faMlim6zly➢par34p IrtOlvs) mgrmm. ]eeal^9 NOF RvianWln 1®PM IINm�n bedll8ANmT0u6 IfAF P�cWF+m[ iM1Wnlv9 R[Md[1 IWN PenunRIO 1mpTlem� ImdnO INF WNVV/+ Bm®^a fYnmWbt BON TmPmIM. Pttmryulm evF TnVidmn PttEmMv 70IS rmNmm3. P�imA1ar141 No, pN:FpdV mob i S2S.1]fi .]°°9^v y J.- ImdnL S.- IruNq P g Imdn3 E lo[B^0 Y gg �'.- gg� 1®drq S $$ € IwinO1bbveb a Zu_ g�y Fo .- u L �.. a sg ��� �' � SNy A - �MONon Ag a � E ag5y 3 aQa i s pd�� $$ 33@ 3E p0.90W 1295 ]]2 8d1 /OB 110.9 J3] r&8 /WIW.O9/OA 10.0 SO 5]A !a IRA ]19 uA IM 1WA 118 ]49 /W IW.O W�14 IWA N8IOF '1NmaL1B]2 w 29 no 3rz 0)0 W /10 ]12M /1.0 ]]3 61] W 3).0 ]v 81.v 3u ]IA ]R a1D 2N ffie ]la aL el.v nA ]v BL iY 9A M 11v 301 ]0.1 1m ]I, 2M 4 OR 2fl6 2M Q.3319 '!LO 2B1/B] In] 2109➢ SRI 6]! II] ISO 2DI Sli 3H ]RA AIII 39.2 3q 29A tW i6.] 3O YI 19] 31➢ 31l ]6.1 tm ted b) ]e.t 34i Sig :0) 418 N) 19e Mi ]rA 20 u.e 1➢[ Ila SIl99 1W 31.] 2C 9.1 169 133 Ra ]19 f9 taA 3W 25.0 1W 60F ]9,4 ]M /IA 170 ]20 AO Wo 1W VA 3W 31.e IW LA 3a X9 e!F ]31 te1 ]!? 10! 9A itl ]]] 19 Il1 1]1 'R.1 Na TJ.) fel 31.] lb 10.1 tel 23L IN I0.8 IM 31F 1u No. 1m 16] N8 tQ 21.v 1M ffi1 139 MO 185 :11 tb IO.v IRS 21A 1N 5 nF 93 1]a 9.] v0 te.! 1v 198 IN 15A 1. ILS 119 mN 1BA 10 ta.T tv0 ID.r 1]0 1e.6 Iv4 DF vJ Me 1e.2 -IN TABLE IS MphmrC3 To es suW. utW[m. SSR Ipm mV vRm Ibbl •Jtv-p[[ 1N'66 EF[ B'IFFko N'SCNu IN-SeEm ul vNfleN .1211. alE6hd AleewTypm L1C Fk[m0ecm V4•EI[[IMlmm Wtlm 6[Iw (G!) Andloi Cllp PfiCems I• T.tn• SV6 t• atx r x-I/Ir sVd i n10• 031• FGp mbrta (nk 1- 21x Y 1-VP1-6 EmROnN t fA'P � W[` YYI' 1N1• Lam ffilm swm 1 N.14 ]r m fBlm WBm ]11m Wm Iln z Mmn 9lm Nha.c/slmtlMVGO[NGp6411 ]mm ]mm Imm rWb 1]Om Your WA WA 18Hm WA WA SB.Im WA WA WA i&lm WA ldBb WA BA[6[ WA IWlm �b Wm 691m W5m 11Ratl ItAIB {Attba 01.".0.G 19YMN ImOheUClm F4xC /Mhtf®YIA11Io Mb CAW Ip{I.1Y mYm[ 1Wb 6aem IYam IOSfim[ SWm i9am WA WA WA WA WA i 2.Il.GoAY..0.0 IYtlMmo.l15•AMo.11 WA WA WA WA WA WA WA WA WA ]SIN mn nam Y11m So. xeom t AIYJYrt/FPbtR1.5C 181m team 9nm wIe[ '69m n5b uaW tnm 5Nm farm WA 511m Nllb WOW IMMrv6L1S Mn OCJ FaVO"Y VC RNb ]Wb WA WA WA WA 190m WA WA NM WA NOTE FOR THE OFFSET CLIP, USE FIGURE I: FIGURE2 • 11 FIGURE 3: ANGLE CLIP MV5T BE USED N PAIRS. FIGURES: FIGURES: FIGURES: D �� • TABLE NOTES: 1) SEE SHETT 1 FOR NSTRUCDONS ON USING THE TABLES ANO SHEET 0FOR INFORMATION ON WD 1140. SEESHEETB 2-4 FOR GENERAL INSTALLATION MElHOOS 2)LINEARINTERPOLATIONBEMEMMULLLENGm15ANOIOROPENINGWIDTHSISA OWMM 3) MUWON AND MOWON CLIPS SHOWN ARE NOTTO SCALE FOR FXACF DIMENSIONS SEESHEEfiS 2I-2J. HOLESTOSEDMLL INTHEnE FOLLOWINGDLME7ISIONALRESTWCIIONSSHOWNO61SHEETS21-?S FIGURES SHOW SUGGES1`E0, APPROXIMATE HOLE LOCATIONS. COBKOUNITCMU)SH LLWNFORMTOASTM80.WOODSS OCN EP NCRETEBMCRESSUFt&R TED YELLOW SOUTHERN PINE WITHAN SG OF O.SS. ALUMINUM SHALLSE GW3TSAND BEAMNIMUM OF-12S THICK STEEL STUDS TO SEA MINIMUM GRADE 33AND.DW TKcl:(18GAUGE). STRU=RALSTEELTO BEAT LFAST.125'THIMMDA38.A MCHORSKMME(ALSHAWIX DATLEAST3SCREWTFFtE0 BEYOND THEMATERAL MO 6,,2ANCHOn IWO WOOD MAY BESTES IM SS.OR410S.S. W 1-3UI .ANCMORQW.m PRODUCT REVISED mplyingg WItF the FIOHde ""Not, CAdm .-W. 17-0630.01 E.pimOdn Dmte05/26/2021 B mim ro 6c n ro *. NO. 58705 TABLE 2A Nulimn Ca fic T6BIe 3 132z375 " IUNne 0penln0 MAEB1(br51WBCeF/-0PB ylM R9S1016) RbNB¢e orCPenNS a9ln 419m HeI3h1(fo]NWn4lyapavilB g IENOAIK 1¢En 1 Wa1Y II0lGW6) nyy9 1'tln pu TmpFt� tan •^ ]"�eo X fe9n TWSW ReclenaNu ISNfie $g�g 59), TnMe&q. LW1'8 a PeEIeiWIV I^'sn9 WN TnP']90p. ImGlna RenenWlm 1m11N min TRpnIR Lwm,e lul p�g $ R iT %$ WN u imbaPlR am ax WWlN BIN 5 WN 61n . Fen 5 T1N Tom3o.B ]eN tmo 11.e Inv, M4 eE] WB Ke 3¢o 263 eS -IF ab 4W 93I 2¢I 96 TC RP1 10 tma 1960 7. N.3 W,9 e]A yg T.a 9.0 1a? n9 410 3m No 9e 81 Sp 1% 1R Ies te1.a 101.4 ea4 ]12 al.e KB 380 A0 93 198 9R 9N 4W bE Il4 90 2e9 IlS D[ tP3 1mo 11R1 ws Wa b! 191 R4 Tl3 9i1 91 no 410 n1 Y6 3A EN 9s 1% 1]f 16s M7 no r+.t 8f.0 4U 964 914 SBT 1f.9 RS 11-1 W] 4b R0 SI -v8 T4 ]W tP1 1997 m.e ml 6L3 93B T,] 99 9B IlO Ws 4a9 afia StE 'd4 Nl EI 1® In IW -K r4o 6aa bl ffi0 IlB 91 110 182 1]A EWI Wr 4W 9W EI b9 2® i9 9E 1B9 Imsi IW.S oU3 e]] I9a R6 Mf IIS 9e IW a!9 am 910 S'1 13l 31e 139 10E 1% 1me er.e n.6 C/.5 He 'HO YO '3¢0 1X0 i3] � W] IM 4^A 3N EI 3s TE 30E 101 1B39 aa.e e1.1 G.¢ Z 9.1 31.0 '85 14] m1 en WI xF at9 9E 91 'Ele t® tW 16F Ble We no 42] et1 YB 23t i80 1Sa 7-210E � WI Ib IW EI 90 3m i8 3C t®.a 8flB W6 e1] 419 311 8e Ilf 134 19e Sn 9b fib 3N SX Sd 91 1W 19J 16! r3] 9¢] 4a1 258 S60 T34 t¢5 130 ISv H.e R,2 W! 4W 4W eN aa9 'm 9! 10 1R t0ne ®.o m.o 6" N.5 9A 130 •dl] 19.] 193 !n NB 3W ]t9 EW 90 'll0 tR 1W 15E %B aM n.B 'AS m n3 1SE 12B I" t41 � M] IW 9W 1]4 zW •IDI :G 3G feE IWa 69.9 m.B 010 4¢5 314 9.1 1¢6 15a 1U fin 9a0 ea ]1] OR ZA tre 1b IW 63> 869 zz.. EB.] 19.5 1¢B lle tt] &9 eV 6m BW 4W 4b SH 'DI !0 SJS 1W fsbe mo W0 01.¢ 4UB 3l/ 1r.T 1L8 lee 113 b3 3W No ]t] No TA No Im 1!0 tfi0 WN 1ae 1N 19.0 19 1S4 10 1 18.1 119 Wx tss m 136 m , TABLE 28 MAM1orGe ec TohN Bs fiWfVO:! 210 LmcRA lAfae. NHC1491 RINQN Pi NtN NeN L+p Emn V/'69 Eiu 51P E4c YC 99 Eko 0aemt n1 Ifl6utl MI°'T)p Y+6•EMNllavn t/d'Eleollunon Wnavl Y16'FAC UIeaon 1N'Elefillltlmm A;HIeMW MPWm IYpefarot &rcm 105) Baer {Goo5) 60w+(CSI MChOr Cllp PiBefn6 S 3-I/! 9+rs sim• +• z-Vl• t• zn? z a. 9 - oaC a.SY 0.]N EEW 00Wee6n Em%EnnJ1Ai INf 1.V4' .t' I V• 15'1' P 1-0N' 1-IIP 1-0/C Ot/1' 1d//' LIA' Y 1Y6' LVB' whe 3Aletu.G4.19-NX. ¢.Cf$W'Nx OvuldplFb. tl >W I60 391W IWb 6Wm IG41b 9¢We iW NO SIIN I9Ym >l4b E61 We 2' W bIM HEIN 9o9m IIAm IAn:M1R®1.ISNIROA /SNrfu6Nr4Ae0mpIPo�Y 4Wm No . WA WA WA WA ]61 N0 WA XU N41' WA NA WSm vO01Y 11mb 4AMIW0•T9m o.c.FWluNnn ti9lfpy. ]i rmM 70m 6mb ve6m. lweb 3wo- sm m. wA mom ralx emm femM W2b wM 1+5 m. EAmhn®¢/0.0y0 pG/UWP, yo,tlp.Un.IRyQ WA .WA WA WA WA WA WA WA WA WA' WA WA Wfl WP SWIM 1MeMIG9IpIW 0Y ms IW NO b]m Nem 6II n6 Ib Tam WA 9]Om 10]Pe MIY /Rm 1l¢m i1110 3S 1aM 3Ym WA WA WA WA A 191 me WA WA WN WA WA bIM I41)IM rBIM a NUM.®11TNIrto.GIFaIp6C J. NOTE: FOR ] HE Grret1 um, wt cG PRODUCT REVISED "s e4mplYlnS vvlm 0. FInrMW ll mB GGii NaA-xo. 17-0630.01 FIGURE I• FIGURE 2 TABLE NOTES. ® ® e ® 1) SEE SHEET I FOR NSTRULTONS ON USING THETABLES AND SHEET25 FOR NF0RNATION ON LDADNG, y t00P r O ® BEE SHEET52, FORGENERAL WBTAUATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL IENGTHSMDMR OFENNG WIDTHS I3ALL0WABLE FIGURES: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT.TO SCALE FORE% DIMENSIONS,SEESHEETS21-2& 200E )Ll1I I11/// ® ® HOLES TO BE DRILLED IN THE FIELD FOU-OWNG DIMENSIONAL RESTRICTIONS SH0WNON SHEET62143.' ® FIGURES SHOWSUGGESTED, APPROXIMATEHOLELOCATIONS. �PVCENSp•••.(�; ANeLE .UBTBEUSEDNPAIRS. 4)SUBSTRATES: CONCRETE SHALL CONFORM TO AC13B1 SPECIFICATK)NS HOLLOW MD GROUffLLLED L �S `- - No. 58705 *; RGURE4: FIGURES: FIGURES: CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C - WOOD SHALL BE PRESSURE-TRFAIm YELLOWSOUTHERN PINE WIHAN SG OFO.SS. ALUMINUM SHALL EEC TSANO BEAM NUM 0F.12S pX2-%3T5MULI10N * -0 • TI�II �® THICK STEELSTUDS TO BE AMNIMUM GRADE 33MD.00.5• THICK(18 GAUGE). STRUCTURP STEEL TO BEAT LEAST,12S THICK AND AWALL ANCHORS INTO NETAL SHALL E%TENDAT LEAST 3 SCREW"READS BEYOND 18e S.S.OR410S5. :(�(it %A-•. I�;'[U �O�•., ATE F DD��UU�� II II ® THEMATERW 010S#12ANCHOMtNTOWO0DMAYBEMSE '.�vt`y, •..;ITOR�o UU--UU-JJ (•'G�c;�: A LYNN MILLER, P.E. FL P.E.# 58705 gam�xn� a A D �e:�sesFS g s p INII i-n a H. 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A MN SRESE D m p"�KgIMPACT 75X337MALUMINUM TUBE MULLIONS m"%= - e m 8 Sc m°'X2.76X .37S MULLSPECS N/A N/A avow 8300JR 7 a 2 Qom rzcwlaar amt t" i�FFRI I II*II �a1```` - u + v c J ROSOWSKI �00/29/11 IYn) 400-IWO JR6SOWSKI O6l19N7NOdHANGES THIS SHEET. rtcm.o4na 2M N;-, I TABLE 4A ' NB6on Capacity TablB 611l0 OponMB walF (b wNre55`opeMl911M0mt6) Or OpOninB H410N1 cleft ImlelttaatNim mlanN) 60N WF 101n WM 4b 140M lw Io 1WF I20ta I I+eccYnF'Iv rreyManY. Ikclu9e'In Tle0.mlvnF w]Wwar n,N111mY. pe SeR+lar Tre[I111NB Paaawa TePRVN4 10eluB'mr 1ap1 Pec011e,IV 11WBt0ery. 6m&e Imdllp Nttm, RaMmBp IwNnO IwMO naGnw. T'4'lll�4 lue6nv IneAre 1zz}61 tm9nB 1a6n0 ImMe L-1, ImSmI IaadM Lm3n0 wdv I.1, WAMD Inbry Imam .66T .a, 2 t ggL ppt Apy' ; D " all a MAIGBn 8g�� � u g y l55 gg�, g s@3 10.0 ] a5 f2 1)0.0 SOB IR➢ 1R0 610 110.0 1118 1)00 of 1R.0 1Nv IR0 Shc 1100 IIW 90.v nl lY3 I@0 1Rv nl IB66 IY 170.0 5I UN T0.0 170v n 10.0 1I00 .6W 1700 RNO . 1 1R.0 61 IIOA IDS IRA Op .0 1111 IRO W 1U.1 AO 1R0E1 no 101 IH] INA 6b IM3 1411 170.0 Ma 11, Svm51n Ino 1IOA V TQ 1RA SW 1R.o W0 . 1}00 0]I 1].4 IDb 110.0 W{ IRA O IR.O >9 163d 13m 1R0 >!i tb] ISBO 1R0 T59 f%.0 tD0 1R0 ]56 1m.5 1]a0 170.0 }Y 91A 1M9[7a 758 RI DOv 613 IRO tl9 1R.0 SM iIOA 1116 1RD ]n ISO] 11R 1]00 003 IW IM 1I0.0 No Ina 1130 INA 6W TOMS I'M 1R0 061 "I I'M 'no Wt RS I'M Wt W N WF IRA 1RA BW RO➢ R1 IMS %5 103] Ta 1'15.5 Bt5 1Z )b woe; O4 1Y5 )]5 0T.0 915 iT]8 M 6LB 016 1LL, TA R3 915 1114 TIS MO %5 1N,I H! 61A %6 T15 151A m IB18 HO t3S S➢ lRv ,W f06] 015 IA2 WI N.. 6N fl3) 6R bl4 WB t0„69no . NA 9]6 633 4ll N.6 &v 313 !]0 8,.1 W UA M OW)51 1188 6]fi Y6 1,) MI 6N ]14 R) BB.1 6N W.0 TV N1 60S BSd }51 no SB] US 1R TU 6% 41] )51 5%RF WO Wd BN T63 m 615 6N R! 51{ W.B 6N U] SW 414 6ID' n3 YO N] OW. SSO tW v1d W6 131RN f01.] 039 R,.O WS M.0 BA %.0 No m ,1.5 l50 10.0 m V.o' At 60.0 SN LLB M 70 at 4W 84!1 4v011A8UO UB SU 5% W6 UI 440 91 4M4M 152 51,0 Wl."MWI 660 M3M) M9 H1 M3 SI,O M3 WB 513 04 4R N] SU U8 !R b.8 51) 168 US 26.0 M3MO XN Dl 1% 21.1 R/ tB8 101 I6] w 310 02fi ]A1 86] M] AB !01 Y1 BN i60 1p) DD Wb 41v 3W M.I Nv R.6 1Y TS !11 3N R6 Sd tbb 6M ZLB ]55 Al ]CO D.5 350 3{.0 A3 In SV D.0 2W IS6 30 102 ON 1Wh 30.1 3W 90.0 355 S1 2D ],➢ DI D.5 2W i25 b) Ifl8 iW 1v8 ]4 14) i] 140 210 151 ZN 185 2T 111 N Dd R} 26] ]U 311 iW ZS6. 2J, 10.6 ZOT Rd AS I)] AI IB] DI t41 ffi} 16.5 ?m IRF )20 1ID TL] A0 10.3 2D 106 Nt 10.> DB t Dl TABLE4B Ane11OrG a Table flat sump¢R fh MeM ]Alfa¢. 1k]m'Q.IB FVNGS, PTY nO MeW y18-Fce 1/1'S9 EW NSE1e0 Y1'89 E4C %09kN 39ttl 011 Etetl ARM]Y� wB'EFal�em 'u'Pw uA.T 11• dim vtSEkal]Yam w'EBolmmn AB9nVla V]am AwrtGeb 6ex.Wy Beve RT But/(45I AnellarGOPPalhma >+]/' 3.1? }w• I' bV! f YVl Y SVC S MAT bbY G.RP EN' GmOM Mk +' 1.V4• +emu• r +.vr t.vr «w• 1.w' o-vr I-v1• r tss IS'C ..a. la,au .0a 1:91 wr YL Bn 49Jm +bum 211. le%A ]Mbf ]am NIm Wllm wnbe ]I+M 11zm SZM 3MthAG4.]5'Mh O.C./ 9Vtlm.mao P6lPl41k BW Pe 3Wm ]WIN WA WA WA WA WA Wllm 5 11MN9 4AmbnB1.I4 A1N 0.C./BImWmE IvObHICOpffU.$ a0. ]Lm WA WA WA WA 1B931M W21b0 m 11Nm 4prslwn ®P WM1 O.G/PI340AM WP/6 11 180" Note a" 1WOW 1090m MOm WOW WA iW On 1a00s 691m 3Aronon{p 0A5'INn.O.G/Vlda'vilo.+b'Mm.lfb.4k WA I WA I WA WA WA NIA NA WA WA WA WA NIA WA ]16m 1 NOMIFCAp IF45k 1051m 1Yfm 32SIDe u]m BIIOe I]32a 1]lm S]00e 1011y. N]Im 41]m t]Olm 231W PBOW W9W IMNM 1.15'lva QCIFUIppE1.0F 3aW 150E NIA WA W'A WA 190E WA NA WA WA WA ]NW 4UW FfIFFT'16 .._�����.���.-n.�....e�i¢e�rue eeue eufLM1C oeT]FPNENOIW(YIO0. VPIU FS AGTHE STPNDARD (11P. n,ery enu•„rc¢e¢errcen �u nCNeOFIenN PRODUCT REVISED a5 c4mplYl.9 wUft III. Ratio. B48ame Co. NOA-4O. 17-0630.01 IEapiran¢0 Date 0512612021 FIGURE I: FIGUREM TABLE NOTES -1 I.o0o• I-- Q Q O ® 1)SEE SHEET I-FORINSTRUCTIONS ON USING THETABLES A,IDSHEET 25 FOR WFORMATION ON LOADING- T Q Q SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. ]\II I111I /] 2) lWE4ft IMERPO WTION BERNEEN MULL LFNGTHSAND/OR OPENING WIDTH519 ALIAWABLE. ``,SON..... NNq�'o. FIGURE 3: 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS. SEE SHEETS 21-M. DIMENSIONAL RESTRCTIONS SHOWN ON SHEETS 21-M 2.150' Cp Q Q ® HOLES TO BE ORILLED W THE FIELD FOLLOWING FlGUf1FS 51mWSU0GE5Tm, APPROXIMATEHOIE LOCAPONS, *: NO.5BT05 ANGLE CUP MUST SEWED IN PARS. 4)SUBSTPATES:CONCRLTESH CONFORMTOAO301SPECIRCATIONS.HOLLDWM10GR0UF LEO CONCRETE BLOCK UNIT (OMU) SHALL CONFORM TO ASTM C . WOOD SNAIL BE PRESSURE-TRFATm _• pO I -A O FIGURE&.. YEUAWBOUTHERNPINEWITHANSGOFO.M.ALUMINUMSH BE600Y MDBEAMINIMUM OF.I2T �0•.• ATE0 r'(O� FIGURE4: Tr1I��IIRIIII� FIGURES: ® THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.&.-THICK(IB GAUGE). STRUCTURAL STE-TO BEAT LEAST.125'THICKANO AMA-MCHOR9 INTO METALSKW p D AT LEAST35GREW THREADS BEYOND I'X2.15Xb5VMULUON ' F ••,RORIOP,:' i� "')S�OIVAL ® THEMATERIALM108p12ANCHORSINTOW000MAYBESTEEJ IMSS.ORAIOS3. A.RA 1,& ER, P.E. 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P bATn COPTRIGHTO@a1T POTINOUSTRIES.INC, ALLRIGMRESERVED A Z O :,� w n '1 3_2oa o M.:' o i£p IMPACT -RESISTANT ALUMINUM TUBE MULLIONS D;a R}.+ _ C m it v 6� 1.25 X 3.188 X.265 MULL SPECS Q',nvr NIA WA 63661R 12 e12 rm°\eumnxr umT fiy.a.a.a6y. 6.� Aw. n woce n .um ''.;tiF ..•�'�^�. N o J Re�OSOWSKI 08/29/11 C rylr) �m-Ifim i�FIR * \\\\\\` a rk6sOWSKI 06H 9, NO CHANGES THIS SHEET. ncem.Gsumu mzse D m m n ® -® o n m ® f+o^P m n'1A $yp� pF�Fp666�666 gN i >d5 33^e,9 s` eaa-nn�c� Boa. � BFBBBEy ey �yy� 99p 8 B 1R£6E8 C•G N F �FSFE'py F >¢>a>zy ��£ a Bisa6F'•-y c Gr e 2 e ES ®^s£EEEc S. .y n >S�E�ff 8 e egnq � - R� Ye 8 EE88Y9E BEk->�� S geeOo44P �5:g8re���g �u; hU2on LcnaN n r s_�B p 9 4 mmDB��seon ms isiEeima�vo?t; 's o d`4 /Jcb OFQ1Y C=" _ m±_GxF�ee e ewm�arxh RwA ggg 5 d E e r "s ? E E s E: E ff E �mfpi°i' gas oe B s ggae"e E:De;m _ _ ffe'e ��" u 3 MN Cgxh m �� �� §ffE:„aEEEg"affeE��h G 'Yno L6CCn fle W^*9 ffa 9 0 a :g�G>':�6ff'�'a�,m �r ""s EEEEm93'c l� b el 6� mpo' yy, e> o "susE-: ti'a 'a E5?;a won 7& e. �vEe6c°Eem3e�°�i' "� m '"sEE=acoEBCFa"�n"'°" b 6i g e s a 3 3 B _ .. -m e am a �>: s MJvnPbh 1�. �Pi [ L S E 4 aim 6 e B g b L .. b g MonmYSf �P 3 Yx6?sell 5FEEs R4hN� 5t0,G'b C � � bs y m wm.a®m cbnq e'8 2 e n'c s39 e E 55'a�m� C2 � Y Y Z P EE59EE:EsS®e�� c wDm mpwGe'Pg Iar�R1� a' e m=� b .", 6 3 3 py�m� 6y s y EYBEEEEE?Ee :#P gCSF �^�22 y� g E s o ':EEEEceBEg �o¢.ay • • ° c m ® n m W c eAz 0 • ym IR ® m • O y>2 r 8� �Zy90` O a+ C z` I� io aTi'i0 Az m m� o >rwmcB�a o � {"nz UPON0 0m ooC m ytCi ° DE cF: O 9 Vo s mF 8� 2`oz8 '"0° z 9'$ ,�jw �jy,m T`93 ya �9 Cy. �nP�w�$3 Cr1m1 p YYr''immAwy wP�2 2 2 �'"�a FA"b'y� i ",�" py�goyy a �H P. m @s@Gy� iY Aoy o _' ox ° °o° U gz m ygF i w S g�go� RR m w rm �1 �1 a_ ppC 9 9 D E'' E E a$4 t>ig5r-oti^w�jA3SSj Q x D �ADmmy�0y Yv 9� �°gme�oas° g a zmz�a�Ri E$ �$ �` 6 �pinnu4h �: L° zmgv A �`7�i�........ * 4yJ" 3 C ia'30 r `�5�;•• ••,'YQ . Pm^� COP GIRo1011 P6 WDUGD S,IN° ALLRIGxi8 ER D m g{{2 `o s ? t _ a �a b"' m IMPACT -RESISTANT ALUMINUM TUBE MULLIONS Sn �_D fo"�-r'-y T" �'_; 2 a 6 65 1.25 X 3.25 X.100 MULL SPECS -Nk't3 a Sm s ROC wrmaw sma �yi ' yam Q a u °"m N/A NIA 6300JR 13a2 ,� Por2 \ ` a N` o O 7R6 —0 an.a.a ar. 9aK x vp¢E n.wn �y J ROSOWSKI O6/29H1 C �wp ba..,son J98SOWSKI O6N 9A7 NO CHANGES THIS SHEET. ncem.oreaxsxszze y •••o e p ® A T mft c 7n 0 O ® O m � m • ® N e e • z to y9� P, >c 9o9iH��m 5�c z om rtzrl ZZ�OpE� 32YZ � p2 O Lrrmy mm 6l�+ °i i•'• m w Sy al on � MOF O w A IN 12 ow' AM 682 O -ly �y�y 1l. 2 NA �Fco wm� KZ ��Z� NOS �V1 O mym�'1y�n�z So2z 4c P7 Py£c �m m 20 P ��m c ogo ,, �� T °a �aoma°o I�I� H w 3z�u� m4 o bQi �' og���m o3o F m 6cG oPPy 2 300 g az o y-m wm 2m o N Z m 0ys Fazcayy z Oa00 H Hag % y 2y �23X. .1QS?�-O' St�i� L �As Fq 6gj5o�P 11jA0 C � V w P aZ2j FdK �y AC� Z Ai P � m� c �j.wi 6g uwzno m kp j j yy yo riiax §§ 30 g1'n F`Ip z2 p 3 A `e`171111111elre" ``syW.O,ad * 3 no"oo .0........; 4�,T' a e 1, o c MMIGITGR017 PWMDUS IES, INC. A LRIGH RESE D ,mh3_Da IMPACT -RESISTANT ALUMINUM TUBE MULLIONS r ;yo = w 1.25 X 3.25 X.624 MULL SPECS otn w m,=; r3 m Sm s sm>. o4r�uu snec w m %�.>G�''•7'' •� rm% 0 90 �N1A ' N/A a c,• 6309JR n4.n 1 µ�°Ir'L`ru !e'Y�c '• •"'y .�� N 2+ J ROSOWSKI 08/22/11 C (aer) eea-IEm ejej 11*ueee;� "bsoWSSId E406I 17 O HANGES THIS SHEET. rLCERr.apwTes°me m 4=ee� �oi+n 3 + v SHyG 3 Pa��4o H 9E a @? � a an€ k ¢ S 'p; H �'FH�H4 4.w? �H°So pp6 i K£sagy w � i �agyHN4®H£ �$ c 6�£'ccayP��® 41EOIEn LvnOw S � z m 3 <- M _e�-s-�s-ss3s, n � MNYCtp4EY P°g4.e te°I S 33 S N P° �e �ec'cF==sy�9=bsa�m.�7 wwncwnr €s S 9wmxw ., m.nnc.p°aar W°7 o' �„"ae"a "cce"e e's "s5e"y MCIYCtp.tlJ wwt.e mn e C�� 6 6� 5 IEP+11c4�tlr 6� $4 � G s� 9 � 9 C t u w g S md+r C.war NMetl(Py i e L w0m C4.ceY 4 CvG=i'.'. [6Cb5666 ca°m1 §e'K "9' ? � MO'nC4°Gr p q' � R� �� �' e 110 d� K MtlmC4°W peKaP M o3c b p a s ao�va b u b' b wm+eww IrupKa � CyK :4 ¢ y i - MdnCyur81 q wmonhP°.Il e°` 3 d � x "1 ti 1: a n Y Q_ - - s Mwrc4•tlr tl- __ 4�� e °° � e n `e Se i e e O.MI aS m 3' G .. M[Ew Ca°tlf g g u �^ e w p= nv v= A r a e e e 'a a wm.�c4.ar g z o` �S6g34z?sca�¢Y��ww.e�gr - c a c vaa a a a w¢�c4°ar df� e C tl C G e� m .• MavCmtll � .Yy ._. .^.. � 6� M #u e a V a: g: a� R.mic°T.IIY 66 ygL C 7 � F q-. s 1 b Y s� b b b b u p e Oe°iP1E9°cal : C v O,ey7`4"b c� ga c M[MCppelry EGp vi. aCsL $'-,aa-a @w°g�icn.tl7 2 �s Meam C4°ser L bS. 6� � L' � b L 6 6� b Pe R4dl`4.Ar y b� B K e S� C 9 S S MWE°Mtlr is wzamunreo'LH3°v .'11HSSIH1Sa0NVHUNJWM/90� NSMOS%U a diiii,dd 1N6U90 INSMOSppa f unr v aaxu H ..0 ma 3] mfeww wm m�j'�LJ°Jjr°�.�� zpu ar0069 ,mya•m tlN VAN �`� J SO3dS I Hin bd9' X 06'c X 9ZI wm.+..v w5 .�• o e =•""' a?� �' SNOIl1f1W 38f11 Wf1NIWfiltl 1Ntl15153a-lOVI �5vb�k'pi J2W �3H3H S sw9 • WS5H snaNl Md LLOL OIH'JIHAe° ON i anmz vi m'f '.�LLLIi. p{2�,``` 08 rc o 62t -�dm �SLiFo B� xxz 3 3m � JE3z wo E Pos�oe�am xm �s H = auk °a°WaLL34'a 9a9 °6,v WM U'�itp C' o x FCQ�zapato U 9 gg a Edo�Ed� O �Cm�j j �2 2WQ 4o W`��ax o§g a a b� RUH. EFW y' w3 �qsG <�w"wm� rm 017iO OZA 00 z'W�00 E4x rcm 5 �W zi�i� LLw �u y��pu ��yaoo_ W °Z FjKW Z �gg zy;;. Shy V a w� 3 5 �5ae�e W p vV ^O w AWNul ® �g0 �dms 0 ti Ba A ® ® U •m®• �2pe a�+we�ma����=6�Ee"k3 a f.�eweey P ]w.w n'S ee®c a A �6R 3 E twH1 LPtl.aoTPw aF� k .. "e-":Kae_� � �9a99a - aw�o.Mm e�g�pp88��flflfl }gin 45--@mm &cQ�`'3ga3f5 �g�4 flflfl x55�&5 flfl 0yb� �H 3E3 tl�g98 F T Ay�383p3 8 8< tl$ . ��F}F39363 'sfl a<fl< Aig3�3�3 ifl<g �< 8 HA¢ Gy��(�a39 YSPi �393 f � S .p.p11 ppqp ((vv A�$-533.3 nR' fi TABLE12A - Mu6enG ac TeCIA SIRI C"dnp WidN RaevBN®Ay]pvN1R m19mo) OTOPeNAp NeVM(forhNm9aryw]]]I191mD011s) 60x twb 1mF mx wF TOM wFI NaF tmF 2z4X15 rs�.nplI, 9^'A'q 11p 1u6na 1'xlWfn .1. T4pnAay I M BrtWFda- lestlggg9 rlvpieW. 1o[dnppggB Re[NI�y1v rnpTlmB WWg9 RRImpJrt Ivallq RWremO. 1u91p Ittcmq.v IneJIW rgYrOaq. ]meFe fleMOuly lugF�g® TFpTlmg B[mn9dv b961yq T�p'IeNp [w0n0 Rmlaglly W[arg TmUIVII mu31e1I a _� �p•INd pM a 11 a, '$laemggq 11 all ygle.ay�B ¢F 1mA 9z0 na0 ¢s 1mA rN tm0 aP n00 e62 1Ro 9M 'me 9Y2 11n0 619 nn0 lns f]n0 nl im0 INO lm0 n1 1m.0 1Ne 1mL 5tf Rae rr]0 1".9 eat 1Ro 1Bm im0 n1 I8 1R.0 708 IMA S 4 110.0 B im.0 6M 1}oA Bn V. n0 tR0 ttv Im.O ml INA W5 Imo 6R 1m.0 Hn 1R0 Bw 'fln0 Rm 1RA 620 1R0 1Bm 9R.0 AM I= 2IDr 1mA Bm 50.w9n RO.a W 1]0.0 n IRO am Ir00 ml 110.0 1MA 1]OA 6H 470.0 1199 1m0 Tl1 1RA IM ne.0 TN 1mA 1181 no ]% 1m.0 Rm $me TOO IRO 'dn 1m0 IM 1".. 991 Im.O }b HN 1mA Ri 110.0 612 R0.0 BS 1R0 91 1701 111A t]n0 ]K 7m00 IVA 1m0 8n 170.0 HM lla0 07 ITOA IaN tR0 ON 1m0 19b 1R0 AA1 tm.0 TAI iR0 Am 1]Od 'df0 1m.0 'ml wx MA m9 170A 701 Im.e 1W INA 79] 170.0 IN. 1R.0 A70 IRP NI] 1. W Imo 14 1R0 Bm 'Me in, IRO IaM IRO 210 UM NIA 1R.0 2479 1RP IW INA S'A IRO Im] 6]F 114➢ BW ROA N5 Im.O 1110 1R0 Ab IRO Hm R.0 NO 1RP 11N R0.0 I9A 17. Ma 17. mm %me 1659 IRO 11TL IR0 2]il fm.0 110 16ai Nl] 1R.0 1RI 10.8 8M1l 1R0 1111 mF Rao R4 1"A nB IRA I," 1R0 � I10.0 1%1 IRO IOw 1R0 IS9 1T00 INA Me 17W 170.0 INS 1R0 1WA me VI0IN M 174 1P0 151A 207 1. 1me f]2A ANl 1R0 nm 5 RF 110A Im] 1I0.0 wA IRO 12l] 1R0 10m IRO 14m ImA Itm IRO Ilm Imo IP6 17M. 1913 n0.0 1]m 1".0 2W 1R0 IM7N 17M Me INd 21U 1".O ION 1.. 21% 1=0 15ID SnF 1]n0 ]123 7'e. 07 IRO Tw 1R0 10m 1R.0 1n0 R0.0 12W 1]OA 1m1 tm0 17a IBa1 'am 1m Nn INd 1]00 IRO IN,0 Im.O 19m 118.1 I00 IX0 In'v 9LB tBw In] 15]I S rAM R0.0 1101 1R0 Bw In.O 1]el I10.0 1110 170.0 [nl Im.O 1NO 70 1H] 1R0 IXO 1n7 166% IMO 1474 117A tm1 Im' 1m1 117.] 1473 Y2 Nel R98 INI 85.9 1. IVA 14U BOF ImA I= 1nA 11N IM.t 1398 .-O iN0 tPA 13w 135.0 119A 111.8 1SA 121,] 11n 8BA 1]m 1m3 Hn 0.5 1]9A 10.B 114]m A9.A 11II n.B f]OA ml Ilm 6L I= mA I. tlF 1HA liP 1514 INA 1IIA 12N 1R.B 10m 10AA 1=9 1112 1861 0 11A NA 1W eta Iitl 89.0 1. T]r 9E9 mA IOTATN m2 m3 Oil 1P0 nB an "'I RE M.1 W} -Na. 1013 WI 10.5.A Bn m] 811 NA m7 Tl0 b1 Rl 8A9 m.T 811 n.4 AT w.5 071 81A 05 51.8 P1 H] At5n I0A TN TA P11 H.0 ]R ]2.4 9i1 NA P1 111E GL Bm 0.] An, 79! 019 HA 819 m.1 et9 MAIM w- a1B mh ]& m0 BI9 R] }H 4L7 9B 811 P419 Nd in N.1 HB 802 T¢ D.A 8fe T.I1IDFr9i7m me Ne lOJ Im GA m9 m➢]m 3A A9! 01 ]m qA en 410 Tm HA eTl 37.T n8 10.6 F69w MA PA Tm ]L0 W1 218 ]N mA nl 1MN 0.7 SN N2 m4 X4 Ne PP 4118 ]12 AIB ]1A A01 'R] SN 282 NA 4m and AN IIB HIB 1BA 4H lAA NB 11] NB 1i.T W 185 4N TABLE 12B Antlw. 6MA"R 2S[COTRIB 19CON HO9Y/FYV fWMLNU PI WAN YI6'b[o Y1.49@e 6nB Eko YPn Bm AtON[d HY91Cl N a! '��w �6'D[ulltxm LF @OVVxm N6Dw Ulam V!B[eUg[em �p�y Y[mtm A® tir6 8[m(R]Strer n]) 5[re+MJ� And�OACOp P.tlema 1- bV2 1' 2+/S 31C t' YN2 1• Y-V2 S 1tR P eN O.Rf mT. Dswca 13( IAY4' fd! z }V4' [.vf .-v.• 1-v. td/P 1.1/f z 1w t�l'C vh] DnICmClnnt 11'.• wAm 1Wm Ymm emm ]Mm NpIF wsm Nam o. 4¢m zAMN[QLrSINnou/vN¢OaoO[t Wp F1A 16$ 4 AM,9t®2R•MFn.C1NONam R NA SDm Itlm >mm Na. INS" 14Nm WA /®ea N/A 6mlb R. AM. 61m WA Amm ism. ism 4m0"a]t BArch]®1APMK 0.5 R6eIM,Q1p 4} ml l9 ON pm 73 1W8" WA NM WA Aalm WA WA IYA TVA .INNam W. 16W" O.C./ 'L] N%/ p . rm N[ r me me 15m" tam 0" Am" M9m I!/A mp" M. mam f092m M2.O m209 ]mm .0. tim" 4ARM9 NYMIM1 .' I1rOm 11m" 1w0" .. 2N[m N 69m HN IItlW 11IIm t9mW mb A+ iT31b 1]P pe ew 6ARm913 >'NF. O.CI 35Afy6Cep[/ p6T NA WA WA WA WA WA WA WA WA pn fARlm®tN•NIO.O.C/UCm. ND'.PPM4 ff4 r] XIA WA Y. NM WA WA N m 6ARRa@aN-NN OCf UCIp. aIb.VYbNffY 6t WA WA X/A NN WA WA WA IUA WA NN W'A WIN N4 NIA WA Y1m 2M[ttm®26T Mn O.CIi 61p 0{ ]Rm ]Am MSm TNm 7,2m NN 2bm WA MIN WA ]A2MQI.T•NIM1OO/POFtF$IOC WM Smm Sp" N9m 1W XN }5]m[ WA :4a10 WA WA I7M nlm Wm SNb NOTE FOR THE CFFSET CLIP. USE THE SAME ANCHOR PATTERN AND ANC FIGURE I: FIGURE2: FIGURE3: FlGURE4: UPU FM-6 1M FIGURES FIGURE& FIGURE): FIGURES: FIGURES: FIGUREI6 MOLE CUP SEMED M MFUN PAIRS, VALVESAS THE STANDARD dAP. /`\GIRCIED VPLVES ARE USm IN THE ONMPI.EON GHEEF21. TABLE NOTES: 1)SEESHET I FOR INSTRUCTIONS ON USWG THETABmS AND SHEE 25 FOR INFORAIATK)N ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR ❑ITERPOLAMON BETWEEN MULLLPI MS ANDMRWENNG WA)THS MALLOWABLE 3) MUWON AND MULLION CLIPS SHOWN ARENOT TO SCALE FOR EXACT DNIENSIM. SEE SHEETS 2133. HOI.ESTO BE DRILLED IN THE FlR.O FOLLOWING DI MENSIONALRESTRICTIONSSHOWNONSHEETS21- FIGURESSHOWSUGGESTED,APPROXIMATEHOLE LO noN5. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI MI SPECIFICATIONS. HOLLOW AND GROUT.FlLLEO CIXJCREfE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM CSC. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITHAN BG OFO.65. ALUMINLIMSHALLBE606 75ANDBEAMINIMUM OF.125-T OK STEELSTUOSTO BEA MINIMUM GRACE 33AN).0 IRIICI6(18 GAUGE). STRUCTURALSTEFLTO BEAT LEAST.125• THICKANDA36. ALLPNOHORS INTO METALSHALL E]OFND AT LEAST3SCREW THREADSBEYONDTHEMATERW..MOBM2ANCL nIF]IOWOODMAYBESTEEL,ISSS.S.OR410S.& .ANCHOR CAP.,. PRODUCT REVISED Bcpmpiyyingg wilh Ne Florida u1�NnB Cade Raw -Ho. '17.0630.01 j//////////////� y % . Y/ Muil L•neU1 y 9 c S S tl S 3 G S p o w 5 5 S S 4 S 3 5 5 S a S s n a `b v o� .evoa'yauumP�dwan g a Pwnzi � b o b b 8 MNP dvvan d� m e.i ' iR.. b� a b b o o e b o b e b e �m xQtrJ1131Ce�n NMPCmetlll g5g d n p y y. Q pg b e o 0 ObmyGe�Y � g a e� A i; a ''m o� e s '`o a ObroBdaeaV �q q dwell 6� s R.PePapwl� � C e b e � b b� " b � b x b � � RJR RJR � Duom Gpvdly �� �, pp 66 MNm GpeGy g q e s - c x�oP.dwan ' � w g i y b 6 e e a a o b e e o P e P�Pl�an � �• tl ffi� � d S d Y ;' �. m • rCY m RePe�m Pb+1 m � g � e � o P g rym m B MNPGweM1P a $ � my � e e e o e� IS. e e ym G ngniev pm) � e 8 P)Ipvlm)WeeoYy RmMea •�� e20 ,q b � dd p� s n a 3 �S pp g % d � � t� 8 - g MmPc.v.an Prn�m 4d1 a" •� � `• a ffi�� o b o����� o P J e P[N]IdPealY Sy s tl b�� b b a e e e e u IDDmPIA�Ie 6 5a2 e w b PbeIIIAGewe� �� S � e e b '�o � a e b PEwPy�em Y Ntl pp 9 $ ^ B B Y 9 I$ Id $ ® Mi j ; � e � P o o Rig u b P Im � g^ o EJH �AFn x m _ o c N {] 9 N C T T � c x �.. �.. •m Tlu m D UC°"J �E1 o m AjZN u3 ema oo @m 6Ng 3 m� �$ m oi,v m oPag �n Oo A ij gUsA��a 2 g a �vay�cm 09 M. PRE m=H �ii m z o Em y�$c3iT 8? �6 Fuci ZA Fyn"xx Dot TZ .0 S Ve is�yo 99T Fo T Z > Oyyy On �,OE zz- rxn �-TI umjk�� Mom Sulz z� o^pyy%g%g-i moy9 m3 l3vi i �2F$ O� 9 5p 4 y vH z y�-+ N y`v y Pe 0 OO 2 2O�C�9m'Rml iy !I O'anF �"a (w� cn mf rzynN o00y0 4 y� x a �p N�girii� SUI AZ<�.sm 9SKm��ry o pFPmn""I z n�°g3o+oSFz .aoc o m zoiFazmysz� {� N m0'Oy to ov! b" �D�ma �Cf cy]y]y1l��m yly pip ZNZJ A_G�"f11�Lv 3 Tv'�3D-FSNZ C� I., 3ogmyiOortxl mo N 's s fm�g wmo y 1 m�mMFmgQ zpp 8 vz A i ```111Ua 11p,r 3m QCRu may: a ow MMIGMOM17 PGTINDUSTAIES,INC A MR SRESER D a° m z:� m r fA IMPACT -RESISTANT ALUMINUM TUBE MULLIONS �T 6 m owwomn �N :r $� 2X6X25 MULL SPECS m mN sox smP o-++*am snv.v *o N/A N/A 6300JR 17e12 1�a�. sy W�: a.ewer: ox« aer: x wuce rt.vm o _ JROSOW SKI 08/29/it C ry.07�-reoo i'/rr1I II111`1 ' R�SOWSKI GIOfil19/17 NO CHANGES THIS SHEET. P�ceRr. ornumnzvma �PI�a33Yasa�" g+s.n o x�Bsyo�$$&YBy� �SSF7;BS6SS81aM Zs@aa8Hs8@o � ��Ba�Stiffi$B��" ✓9maaD$$�:iSrya m O $ ;;a D 3 •" a asi® � a m Rv n e ms`k®®o u�&n�gaonn� 3 ®® ghnga� oA 2 - 9 5 @g < :H i a a 8 ¢Cry �[1 a @naA@9• c - �"sasSg'B vosS� aea a � Q g P Pam@bee@Hsa aaii$mym.�ry9� i his>pgiggvv �g '"g @@ a's� a� G �gES�mSC���£�E p@@@ge ¢H@@¢¢@@@@ r• TABLE 14A Mul0en Ca of Ta51e 6lT Opening'MtlN (biae2m5yapnMlD mlill9m) er Opening HeIgM(1BPIPIIIDilmSY-]paMig m6lpem) 901n FmuWln TnNl1uG tmin tiM+NV•r Tvp'[rUp. uaIIN min RecldlryNlat RB{Yf4iC Wln R<m=IVB� Tn(�B� ]Oln ReGtelµlel if4llneB. mN [Un•nB+�•r inPtwp 1AN 0.•aYr9ulu Tnl/nWV. bef Im9i61 v 140h RcleigSar TRMIYp U.W U,Pln tBpin Rx:IWUW inNMan6 SmmB Ia 11N 136 lnaalra 1�We ba9N loo6rc lae4V ImCNi lwaW lmelrc lwaFa w&re LaCFO [211" a.125" Alum Tube Mull g ,yg bx {ggg gq Tqg _ £g pp$ d II� g gg d gG� 6 0� d2N +a11 5S +B]a @9 +Aa RB u39 1+9 1Mo � 19a9 4+1 B11 SID 190.6 bn 801 676 +911 It1 n1 5R +gat a+ 6n+ effi 19k1 st+ et} Y.e +%] n1 d61 S9 1JM1 Nt 9U ]a m.a Im W.a aM m4 Im G1.a ]]i b]1 Im la.+ 315 L40 W] ]a6 ml roa bm ra.e ml %.e Im ]9.a ]u X. " me 314 len LS Im '6t mAo A] Me Am B4 1BJ ]fl 96B 3n H8 299 51.5 M. V,2 .TA1 m5 M.] ffi S L9 EpID51n 823 9tp 9W E69 ES 24 39 !13 a9! tea i] 31a 41.1 MB U.2 Sig A41 2 213 316 e9.1 N !6mI9N1inn fiB ]ta 11.1 ffi m9 318 l2 Ia 319 !.T 3< 31 tlt 166 m M1 TN eaa2..5] ]23W1 alt 211 H.1 2N 6T 21A eb]1 RB) 2m MB 1] 2 S b.6 el, 5 2N 4] 10 A] 9e B16 I ]TMe161A 1ap 1M 10 28 8 im 19A 2a1 8! 1m ae F, ]I3 31] 99.A 13T 91.p 219 Att 1T9 1d3 ]+] 13.a tN 233 11] ]].B 1iJ MB 21] 21+ 11-,aa M 2l1 1W t35 213 2i.2 181 119 N] 22a is,N.a 313 II.p teB RN 230 17B 941 1m .9 fig He +a2 P 11a R! 1f9 1T.B 178 16] fat 16B 1N 193 NS 7aF 249 t61 291 faa -Am; 1al 11A 13i tiA tat IBA um1S2 18f 1).p im Rln Z. tIM 95 1SJ 7.6 14 I97 1m +7 14 1T.6 ttB TABLE 148 Awhor Cepedb Tebb by ' 9anWe 2fi.CmtMa 93 COC. MWn't CMV FlDenCiPl P, IM. 110Eko 1/P 95 Ehe 5tla'Eko Vd'S9 Eke Yip4m M2flM N291ed ANnVTyPC &ISEm Nilam YP Fxo WFem aam aave• 3'16'EkoVNa[an YI•Ei[emaeem,�i P IIN2m A$16i'aIX 9[2a (fS)s[fev lT+et B[rt9 PA AnkllolCllp PetFme ,• 11? r a1(1" 1• ivr r sva z a44 4.Y o.32C eepab!ffite(I ,• aYY tyP 2 Wd' 1-,/!. ,-W' ,-1 M' UIfP Y 13R' 13'Y Wb9 FIIICtl'eNt 19'1' fiVf 15'! 1�Bu tWfib 64an ESaO9 WA Rule, ]N ke et01b i®211a 6489 BB1M Mtlm n[iwa®T Wt0.C.l YJ39AryIGCAW /k121 Apia ]6 N[ feo1O TABLEN0TE3 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SEE SHEETS 24 MR GENERAL INSTA Ti0N METHODS ON LOADING. 2) LINEAR INTERPOLATION BE EEN MULL LENGTHS M=R OPENING WIDTHS IS ALLOWABLE FIGURE+: 3)MULLION AND MUWON WIFE SHOWN ARENOT IM SCALE.FOR EXACT OBIFNSI0WN ON SHEETS 1-M. HOLES TO BE DRILLED 21-23. IN THE FlEID FOLLOWING DIMENSIONAL RESTRICIIIXJS SHOWN ON SHEETS FIGURES SHOW SUGGESTED, APPR0XMATEH0LELCCA.= S. ANGLE CLIP MUST BE USED IN PARS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATI0NS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 090. WOOD SHALL BE PRESSUR6TRFAT193 YELLOW SOUTH RIN PINE WITH MSG OF OSS. ALUMINUM SHALL SE M6aT6 AND BEA MINIMUM 0V AW THICK STEEL STUDS TO SEA MINIMUM GRADE 33 AND.04S THICK (18 GAUGE). STRUCTURAL STEELTO BEAT LEAST.I2S THICKANDA36, ALL ANCHORS INTO METAL SHALL E%TQ amurAST33CREW THREAD6 BEYOND THE MATERIAL #108 #12 ANCHORS INT0 W0OD MAYSESTEEl 163 S.S.0R410 S,S. DING TO AN FORTHE PRODUCT REVISED Plyan99 """ NO PIPHbA Bu11Gln9 ` tla NOA-No. 17-0630.01 E[Plmibn Oete O512612O21 By mlampae Peeeect Centre He. 68705 .YNNMILLER, P.E. FL P.E.# 58705 n m a r g IS � m 9 � � saa 9 n ° ' °oo S nnngo ee s�$3A C� YQE YB m ��a3d�s a m Ms y �H CSL' S 9 m e 1AP 2&vES � v �4:1F o�m arc z Nfa m $�tl m - yyy�no�� yy F" Omg °� Ei b9g Y a RP M; F�s m WNW 4 $ e >y x w_ PZN�ZZ Lwlvrr- S A'� .. N1�n0 N°yy f11 z l! yy 02y° 012° O °w SSyW p�'8 °Da�gcm m9 �� - ° `mi-;1 400 3 iFnn S v £ imMg% 20� $ g asg'� r nP$n yN O O LXwo A A N iuG °O AO wN jnNA mm 00 n MM5?��e A $ �pN�p11ODi°iig jN O Sn C3NF° Ow 56$yym2 223��nC III T� p �$ mpi MR ^1mW b !: s nla iD C yEF.ny "p` 0-1 M¢B�YE'@ ��$u Ring �Q1onDpc O i E� 9 n09�>In IP i9 O Z i ET °yGo°� §� 5�F"�FA3Bcg$ x F7�xi"n y n�n�34ca�oo° �03<y�lAiiTS ZA� DD ��nnm— ppg FngmDm°c_9b'$1 3j °1cn�r•1�11y-IE L 3 Y'ORO-F1S10 Z �1Z4zm g o 0 ° A 3EONm2jzA Ox 3 MUNWOO 2 5 6 PoPcuv �i 3 im3C may: POrn 00P [GRTO=17 PWINGUPTRIU,MN ALLRIGMRESERVED I1I�II1�\�J 1\�I�1�II1 IMPACT -RESISTANT ALUMINUM TUBE MULLIONS 0p1p1p0" 30 DEGREE BAY MULL"SPECS R`m ...................� N e �� smc° NIA NIA 6300JR 19a2 loro rzvnromcr wre en ome: a.>fm ar. mie: R... x rcxcr, a aa7a m ��iFFRIIIIFI�)•`` e � � a J�ROSOWSKI �08/29l11 C ryen do -lam ° J RGSOWSKI 06/19l17 NO CHANGES THIS SHEET. Fl.ceRr. Gvumu2a>9e Mu6l°neN � myy � m q 3 4 5 S S L m P.yaw tm•1 ° F p X m a P m i b b o s e r a OmnW6w•IX R $ fg�E9gf"sEsS�ezS� �•i"'�� � U m Y b b n b e (IDelll4l 6 R NSA=EE"sn 4 9- b� e b G� ��� a-__ e g e e uww c•wWr � a e L'$?E96 �if�3 F m n 9_ Y G N v$ L Y¢� e 3�� cweclX 6� S =e�ESe�ffi$u6giwCm�,`auab m e� � ffi a y- G a e'= b$ e e o a�� �w�upeab r � 5 E E� G�� a a m 9 9 panXmap,aX •S q.iyy Ppe) S MUOm L�xSy $ e 1 E � ffi� ffi$ a 'm I'S u '. N $ ,unmeup.ap ReWtr°1G�•t �� E $ � .ffi. 5 S� ffi %� � C Nnnmc.wab 6t, b i� 5 b M bPi b G b N G o ffi E S� E 'e E l m Pryho+OO.t" a "s � b (D•m��El" S 9e B --� 5P yo e e a f E£:� s M. v a a fi E P•mmed4waX 8F m m �, i .� y G � � � ' �. Y � Ani9m NneaX ps•my 8 6 N y c o e� Nripm GpeNy 4 Pr4V<OpG•) a3 L aezacmwr. 30'U33 V 133HS SIHI S30NNHOON/. L161/90 INSMOS9]Lam r v� n ��aUuu4LL waa-oer Uaq O L 1/6Z/80 INSMOS02J f e c a � �``��`� * .`y��N! ul LLCICV ]L N van qp 'AO VmwO blep NB W.4t ��:....... i W Zs LIf00£9 tl/N VIN w: S03Li511f1W AVE[ 332103094 mmnmmo ya_ o >: z o; Jya SN0I1lf1W 38fll Wf1NIWflltl 1Ntl15IS32J-lOtldWl a' zz 03Ntf3S3a SlNOltl 11H'ONI'savznc5 Md LaaLOIHMItlAd00 0 � PRO `,. dd 4 ss O i� N h 0K b �u .-.z G Om-N� csi3 �aa Sr Br 'a i ��ai�-t3 }z COMOmu0a 0a �° u a ¢�zW<°<o� :5 e 5� OHM � �$ e�yy aap <Q s�e ppp o �m alp a a®6 =� Rage O W a� p z y`dNti�R3 a$� 3Q] �o °1V'my�s 00 �g A�4'o LL v�C I�;O �Nsp93 as �mov`�i 0 �nF7N w c qq d ° SSy i 8 a pR QF �oIwRE i zZ2 € w°o io 3 sd3 o��50. o �gj $$°� N C �aap? FFz my�a j jzza° �s� ppp p g Rp x z�W F D'A utVo V sCd; N RR �O� ps ego 6 pppp 6 s9` 9 e` 0.2 6 5 M. 5 hatimp � WN � ZWO ���m}Q w y. 3�og g ��Ag J'° 9G p t5�w } fa F �N N e�i2G aU}f�t. N Napp a h�R8R v� % 6 N pep 3 6 � ESSfi� W W s ��CHLa dpeJU O u Y®d^� G:� G:❑ ? m �YS J dr 333333 r � �� Cyavavjmpuy & m F RJR a 8J 0 9 R '9" H F� P R F d^ F s A. Nr•anuw3iN K� R !I S W X p d (g1pmO.y aaaalm�a+v L7 ®� 9� B RJR � 8 e� � .� R f I.m7Lmrm.n : II a � � � � S 8 b $ $ 3 � �P NFaO]mV]W �9 � � % 6 6 rf � � R 3 NF+d+]wwv S � S Na.Lo'niPW _ a amo.mOro mo. 'a $ $ '3 3 � �' U! � Ct � 99 x P !! % e (mWa.L�a^x a s r a�� a m F g 0:� � ."^n � m�m§ c� � a �5�3� p% aware W�ivnra Q We.MmWW k£� E a � m e Na,.a.]waP�iv � � � � � � RIM '� � F F 5A Nwam]myW S s NLmtle]�n � f; p^ ]5] g4 6 m� p q5 F 3;�L $ n s� NPNe] ' srnNpARD cuIV 6ae}Te PLUM 2.000• I' %SECTION iy r—.,25• 2.125' BC ID I B"ECTON %SECTION .,25•� E .740• F MH--aT[a- _CPEATE F¢IP,SEE E —i OETAlLF.3HEETa 938' MIN A A I ULA� BM. 70� .375_ STPNDARDCLIP 8e5}75 ALUM TOMEW .3W IN. I I I I B i i OFFSETCLR 806}TBALVM TOPVIEW CENTER CFANCNOR HOLEMU9F LIE WRNINTHEOASHED BOUNDARY.GEE SH�SS-17 FO0.TNE ANCHOR MC. DISTANCEMAANCHORHOLE AUN ANCHOR HOLE ONMETER:ANCHOR 0 W4EiER. tli6', t•xzTS'x,fi50•MUWON 886}Temil, %SECTION ti 1—.1zs• axs aucLEaIP 8063Ta z MI• XSECMtIONON elL_ .125' I 37fi• MW. [WANG F.L., ECLN 9 Ta ALUM TORIEW ANCHORHOLEMUSTLIEW IIHINTHE uMARY. SEE SNESTS &18 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE OIAMETER: ANCHOR DMETER-111r. Mull Dimension (sheet R) PGT P.dO Mullion St1. Cllp OOSat Cllp ULlip Angle Clip i'%TX.12S(5) 66WS 666113M 666243M 666511M 1'X2'x,37S(B) E6E006 M114M 666244M 666512M I-X 27S X.37S(7) 66W 666115M 6SU45M 666513M V XZ70 X.65V(8) BMW 886116M M 686246M 666514M 1'X3.125'X.500'(G) 56037M 6881116M MU42M 685515M 1.25'X3.188•X.26S'(I2) 66541M W61117M 666241M 660516M 2G'XL11'X,124(1B) 69370 WA WA 6WS17M NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICRONS GIVEN ON THIS SHEET. 2) SEE SHEETS 59, 12 A 18 FOR SUGGESTED. APPROXIMATE HOLE LOCATIONS 6 ANCHOR O.C. DISTANCE 3) SEE SHEETS 24 FOR GENERA, INSTALLATION METH009, TABLE A Dimension Volue On) For Mulllon: A 1.05 T-X2'XA2s' B 2B54 Aluminum Tube Mulllon C 0.896 D 0.74D A L,25 VX2°X.37S B z404 Tuba MWlion C 0.635 D 0.490 A 1.875 1' %276' % .375 AlusminuT 71be Mullion B 3.000 C 0.75] D 1.ne A 1.3t2 I-Xz75'X .85T Aluminum Tube Mullion B 30DO C 0,476 0 O.B38 A 2000 1' X3.126' X ,SOD' Alum B 2837 C 0.00 Tube Mull D 1.137 A 2825 12V X3.188' B 3.282 X285'Akm Tube Mull C 0.B82 D 1.762 126• X2.11' A 1.813 .121'Alum Tube Mull PRODUCT REVISED plNng with tNe nnnaa Bu,141g C 22 NOA-xe. 17•0630.01 Eaglntmn pate0512612021 �.: ^ No. 58705 *: [10D .WO' F— UN- t voez1i4w .o .38s• E �A2VON I o6i.125-STANDARD CLIP a. 4..1 262V MOW W03.16 PLUM I I USUp 2000' 2XSANGIECLIP •1L126' .1,031) X-SECTIONS d2S� I 15XSEC OM BXSECIICN .125 OU L W 1'X4'XAW MUWON 006}71) ALuM. %SECTION I'%4'%]TS MULLION 6003-Teaum. XSECTON 12SX32SX.10m 11S%].2SXAN' MULLION MULLION 500}175ALUM. SW}TSALUM %SECTION %SECTION .225� '�� �—,WI'i 1'X4'XArS T-WLLLION 006]-T6AWM XSECTION 35Py 3b4' .tam .sz4• F- 1.2SX3.04'X.82T ML0.UMV fi m. MECT N XSEC110N s Vm F-.Nr-4 CUTHEPElO I ,3JS .3T3 MM. DETAIF.SHGT4F.eNEET1 ______ I I I I I 1 I I I I 1 I I I I I I I I I I} I I I I I I F I I 1 I I 1 I I I I I I I 1 I I I 1 I 1 I I ti 6TANpP ALUM. CENIEROF ANCHORMOLEMUSf LE: 5a5T.T5AWM.Ircivistf .37V MIN. NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRIMIONS GIVEN ON THS SHEET. 2) SEE SHEETS 10. 11, 1}15, 19820 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. I I I I I I I 1 H I I I 1 I I I pOFFSeTCLIP TowlEw L - CENTER II ANCHOR8 WTM MuST IN THEDASHED BOUNDA Y. SHEETS RT.SFE 10-17 FORTHE ANCHOR ANCHOR O.C. p13TA 1 MAXILIUM 1 ANCHOR HOLE DIAMETER: ANCHOR DIAMETER • inw. UOLP mm.TBALUM TOPNEW TART Fr. TARI F P. COW_ Dlmenion Value (in) For MuIllarul Dimanelon Value Sell Far Muluon: O 3W7 I.WO 1' 4"X ms. Al.Woei Tube 100ion F 0 1.938 0.500 I XaWi X.02V auminlm Tube MuOlon H 2.660 5:M H 1 1.430 3.250 F 0 MIT 0.T5T 1'X4"X yr aMI= Tined" F 0 2026 1.125 125-X394" X.fi&' aumbmn Tubn Mufilan H I 2430 ADW H I 1.500 3.260 F G 2T50 OTW 125 )(335' X.Iw auNruan Tua, MW F 2.613 3m Be MUII F 2.S7S 46'Be MWI H I TM 3.2W Mull Dlmenxi0n INeetu) POTP.As Mullion SM.OIip Ofteatcupi USup MOM Cup 1'XCX.12400) MR whim EWITIMM 6M41M EWS16M I'XPX.375'(11) M6,10 8M112M 6601123M 6W242M 6683167m V WX.3TSTp1) 11Y X].26'X.fOP (1>) 12S XA25'X.W4"(147 6W33 MVX)IM312 20161=315 awi12M 6MHDM 6W1126M EW1123M W811UM W51125M 6W242M 650NIOM 6W2411M WWi6M WW115M 004MISM 1.29X0.84'%.6 06) WIN 6851117M M1120M OM41M W5517M W D'IN (19) 6W49 WA WA WA milaM 450eu,ee(W) SWb WA WA WA WW1I1M PRODUCTREVISED 9ulltling &91 vu(N Ne FIo11tle NOA-NO.CoEe 17-0630.01 Expimtlee Date (ISMG12021 1 *; No. 58705: P.E Mull Dimension (sneetc) POT Pert• Mulllpn 567. Cop IFCIip Angle Cllp Y %4' X.25(i6)' 68602 666261M 666271M 6665112M 2•X6'X.25'(17) 60604 606262M 666272M 6665113M NOTES, 1) HOLESTO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL REST11IC1IONS GIVEN ON THIS SHEET. 2) SEE SHEETS 16-17 FOR SUGGESTED, APPROXIMATE HOLELOCATONS. 3) SEE SHEETS 24 FOR GENERAL INSTALLATION MEDiODS. zoom 5, MIN. 4.000' .25m 2'XTXIT £ MULLION gep}PTaUM KSECRON 2sm 1-2000-1 Y%6'X3T MULLION M6 T5 ALUM %SECTION DKMETE0.ANCHDaowu 5 .375 MN. £ £— STANGABD CUP 66 " ALUM. %SECTION r.12W f DETM F, a1S EET� �MIN. I I I I I I I I sT,woARoctIP TOP MEN ALUM .nEw cff m Cn TEFdIP. 375 8EE2ETA", rMN. I I I I I I j I I I I I I I I I 1 I I I I I I I I I I I I 4.668' 5.4 I I - STANDARDMir 606}"ALUM TOP VIEW y (—.tzs —( 2s• FUDLIP MANGLECUP 2.125 606XTS ALUM. GW&n ALUM. X SECDON low %SECTION L Air L 12S T i �—I.4SG'-4 r= -37W "LIP Ba T5ALUM USED FOR Y %6• MULUCN. SHEETI7 TOPVIEW 343E 5A31 7X5 MOLE CUP fos3 eAWM. TOPVIEW Gn u Y Y o U ¢ O O a g Z goo rn �' 3 � �'Im PRODUCT REVISED plyyiIng wIN Me Florida Building C*do NDA-Np. 17-0630.01 *: nNp.56705 . '. EXAMPLE I: SINGLE VE0.TICALMULUON THE BUILDING SUBSTRATE IS MOM TO BE WOOD ON ALL FOUR SIDES. WEWINDOWFRAME OEM IS 2-1/4•.WE OPENING REQUIRES A DESIGN PRESSUREOF-SOVEDPSF. kM13 S 1) INRWI IALLYASSUMINOTHAT A I•DE MULLION LENGTH, 72' ON IS SUTTABLEWE MULUM LENGIS ANOTHEOF'ENINGN10R115COLUMN USING NDMQ10R6 NIIFAT MULLION TABLES FOR A MULLION THAT IS AT IFASTTHE WNDONFIRME DEPTH OF2-iWANDWILL MEET OR EXCEED THE REWIRED �d y RECTANGULAR LOADING MUST BE USEG. SCAN THE DESIGN PRESSURE OF.BO.OA60.0 POP. IF THETABLE DOES NOT SHOW THE EXACT Ste, USETHE NEXTLARGERSIZEAVAKABLE 3TF - SES SEE FROM TABLE SASHEETT.THE VX27SXXV MULLION (LENGTH -72•. OPENING NOW -7r MEETS THE DEPTH REQUIRED, HOWEVERWE DESIGN PRESSURE IS4/50.3 PSF AND WOULD C w FIIIFSTRI.nm OETAU, NOT BE SUITABLE FOR THIS APPLICATION. pY U PRpgJCTS MPftOVAL SHEETS W FROM TAHLE4ASNEET B,THE 1•X2.76•X.RV MULLION (IENOW•72•.OPENING WIDTH -70y HASADESIG-N PRESSURE OFt412.7 PSF WHICH EXCEEDS THE REQUIREMENTS FORTHE _ T OPENING AND MAYBE USED IN THISAPPLIGTON. NOTE WE ANCHORWACITY REWIREDOF MO LBS. [xmpN 2)USETPHLE IBTO FINDTNE PNCHORTYPEANCHOROUANTITYANO CUPTYPEREQUIRED FOR THEWOOD SUBSTRATE BOTHTHE STANDARD CUP WITH (4)#IZANCHORSPND WE9(S w yN pU F ^ 7F ANDLE CLIPS WITH 912 ANCHORS HAWACPPACITY OF NO LBS.TH000N EITHERONE ODIUM BE USED, THE STANDARD CLIP 15 ENVERTO INSFHL Z SI MWl L£T�9, 3)VERIPYWI! DESIGN PRESSURE OFTHE FENESTRATION PRODUCTS USED W2 W THIS MULLION SVSTENT.THEIOWER DESIGN PRESSURE OF MULLIONS ONS ORFENESTPRODUCTS,WILL O _ SH I6 APPLYTOTHEOVEPALLARSE6gLY. RNAL DESIGN PRESSURE REQUIRES THATTHE BOTH THE MULLION ANDTIEFENESTRATION PRODUCT BE WSTPIIED IN ACCORDANCE WITH THE �Aa INSTAU ONSPEMR MONSINIORESPECTLVESURSTRATESANDFENESTRATONPRODUCTSTOWUION. F INTHIS EXAMPLE,THEDESIGNPRE33UREREQUIRED WAS.M.0nF.TNEOWRALLMUWONSYSTEMWAS DETERMINWTOBET2.7PSFWRNANANCHORCAPACRYOFB38 .N.TERNATNEIY. WGO o NOANQiGt3W WINOQNNu I WE MINORfAPACITYADJUSTMENi FORMULA COULD HAVESEEN USEDTO CALCULATE WEANCHORCAPACITY REQUIRED FORME EXACTDESIGN PRESSURE OFED PSF: b W (W PSFJX( R`�)=524.905 (MAY BE USED TO QUALIFY# 105TEELSCREWS MOM TABLE 4B) THE BUILDING SUBSTRATE IS KNOWNTO BE CMU ONWE JAMSSAND USESACONCRETE HEADERANO SILL THE WINDOWFRAME DEPTH IG 2d . WE OPENING REQUIRES DESIGN PRESSURE OF tS S.O POP. FOR WE VERTICAL MULLION: 1) INITIALLY ASSUMING THAT A 1• WIDE MULLION IS SUITABLE, THE MULLION LENGTH 13 324?TN1106• AND THE OPENING WIDTH IS 3V.3V'I'-73'. REFERENCING SHEET 25. THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FORAMULLION THAT IS AT LEAST THEWNDOWFRJVAE DEPTH OF 25 AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF 450.01-55.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE WE NEXT LARGER SIZE AVNIABLE. EXAMPLE 2 MULTIPLE MULLIONS FROMTABLE SHEET7. WE VX .37V MULLION RI=100•, OPENING WIDTH^�U MEETS THE OEMREWIRED,HOWEVERTHE DESIGN PRESSURE l3 }15.1 POP Fvloix-yr s.�ASA. uw .76- LO NOT FROM TABLE 12A. SHEET 16. WE T X V X MO' MULLION (LENGTH=103•,OPENING IMOTH=IT) HAS A DESIGN PRESSURE OF 0L4.7 PEP WI N EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED W THIS APPLICATION. NOW WEANCHOR(INFAMY REWIRED OF 971 LBS, SEE BECAUSE IT IS NOW KNOWN THAT WE MULLION WILL ADD TTO WE WIDTH OF THE MU" FnUNR,WE ADJUSTED OPENING WIDW IS SSP43V*2 7Y. NOT ETAS PR_MOUSLY siSEE O UAM ASSUME. VERIFYTHATTHE DESIGN PRESSURE IS SNIAPPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIWELY. WE WINDOWWIDTII9 MAY BE REDUCED TO MAJI4TNN PMIxICrs APPRCV 24 �— THE T3- DIMENSION (3S1R'+3512-AT=Td'). 2)USE TABLE 120 TO FIND WE ANCHOR TYPE ANCHOR QUANTITY MID CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME WE PWRED CONCRETE HEADER ME SILL ARE W ME IF WE MULLION CLIP WERE TO BE CENTERED WITHIN WE W, CARE MUST SE TAXEN TO MAINTAIN WE FASTENERS EDGE DISTANCE. EADULI — USING WESTANOPRD CLIP WITH (6)3/16• ULTRACON ANCHORS ATM EDGE DISTANCE OF 2-W GNES AN ANCHOR CAPACITY OF 1050 US WHICH IS GREATER, PND ` dWWON sPE �sEE THFAE ESURABL£.FORWEREOUIREDANCHORGPACRYOF9HLW. .ENGLN E. OVALS, DETNL A sHEETF .4 SHEETS FORTH. HORRONTALMULLIONS; ENI G BECAUSEWEVERTICAL SE A2'%4•X.260•MULLION, IN W15 EXAMPLE WEWLLMATCMTHEHORIZONTAL AND VERfIGALMUWWS. MTERNATIVELY, ANSWER FOR How O CROSELL MtILL10NTYPE COULD BE CHOSEN. LENGTH IS THE OPENING HEIGHT IS O WE WLUMN GN MAYBE REFERENNa USED. FROMTN PRESS RJEOIOALRRIAfPSFWHILOADING HEIGHT=120)HASA DESIGN PRE35UREOF+}170A PSFWHICH EXCEEDS WE SHEET 16, (C LENGTH.. HEtGHIF.12 USED. RROMTABLE12A,SLIEETING NE MY BE USE IN THIN(®LENGTH=42•,OPEMNO TLE4UIREMENT9 FOR WEOF£NINGAND MAY BE USED IN THIS PPPUGTION. NOTE WEANCHORGPACRYRE4UIRE0 OF RIM. SEE o AR6, 2) USETABLE10TO FIND WEANCHOR TYPE, ANCNORQUMRRYANDCLLPTYPE REWIRED FORTHE MU SUBSTRATE INWIS EJNMPIE,ASSUMETHE CMUJAMBSARE B• SH4T6 N10E.IF WENUWON WPWERETO BE F.FPIIERED WrtHW WEB•, CARE MUSTBETAI�N TO MMNTPIN THEFASTENERS ED(;EDISTANCE USNG WE2Xfi ANGLEWPS WITH r2J r.,.r,n nmernN eurNnac aT eu FnGF nLciaN[£OF1'GIVES.W ANCHOR CAPACITY OF540IB9 WrIICH 190REATER PNO THEREFORE SUITABLE FOR WEREQUIRE 4) FORTHE UCUP IN THE HORZONTAL MILLION TO VERTICAL MUWON USE W ESAMMANCHORCAPACITYOF 521 LBS.TABLE125 FORTHEUCUPSHOW S THEANCHOR CAPACITY IS 1074 LOS WHENUSWO 3 ANCHORS, MINIS GREATER,AND THEREFORE SURABLE,FOR WE REQVIREANCHOR CPPAg1T-REUOTEMEM OF 521 LSS WE ANCHOR TYPE IS A#12 STEELSCREW. FROM WEABOVE STEPS, W R MULUON DESIGN PRESSURE IS: N-B4.7 PSF MOMTHE YERTICALMULLION; H410.0 PSF FROM WE36• HORRONTALMUWONATTACHING TOCMU: 0-170.0 PSF FROM WE 36•HORIZONTAL MULLION ATTACHINGTO WE VERTCAL MUW ON (INTERSECTION) THE LOWEST DESIGN PRESSURE IS 4 -54.7 PSF AND WOULD APPLY TO ALL OF WE MULLIONS. WRIFY WE DESIGN PRESSURE OF WE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MUUIONO OR FENESRTATWN PRODUCTS, WILL"PLY TO WE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH WE MULLION MU WE FENESTRATION PRODUCT BE INSTALLED IN PCWROANCE WITH WE INSTAl1ATI0N SPECIFICATIONS INTO RESPECTIVE OU89TRATE9PND FENESWATN)N PRODUCTSTO MULLION. PRODUCT REVISED gpongg I th. Mad. NDA-xo. T7-0630.Ot ExpinOen 13nto 051281202E B AVnm e PmductGen ro NO.5S706 II�%i%�II IIIti I �SAO, _IG C% LOADINOOFVERTICAL MDWON LOADINGOFVERMN-MUWON GILL OF IMNDOWS NOT ANCHORED WTM INTERSECTING XORQOMPL MULLIONS E%AMPLES OF TRAPE201DANRIANGUTAR LOADING: � a SGD I nnnlNn llC Nf1P1>f1NlGI MIIIIIIIN r-)Pein 1II LOADINGOFVERVMMUWON =p J W Z LOADWISOFHORZOWALMULLION Q R Fg Q m m 6 a � Z N N S'pO �O Wll PW y C7 $ K n N N SKUH SLWH 4 %WOH HIDH i - Q Q O 4 /� Z€'OO 0 SWDX �e PRODUCT REVISED L� � plyyl1 gg IN Ne FIorIRa LOADINGOFVEIMMMULOON LOADINGOFHORZONTALMUWON I / / Bui181nB Co8a SILOFVANDOWSNOTANCHOREO WITH INTERSECtING VERPCALMUILON I Npl.ti. 17561201 1 PV! PW HR BxpiraHpn Bate 052612D21 1 I LOADINGOF(2)HORBONTALMUWONS LOADINOOFHORIZONTALMW UON LOPDWOOF HOR¢OMPL BV NUWON Mla Vm ud... P HINGED PW vW I NOTES: Boon j1 I)DRAWINGSARE I RERESENTATIONATIONS OFTYPICPL 1 PW CONGURATONS.PIN IXI pNRGURATIONS NO D FROM MATBEEXTMPOWTm FROM THOSEGHOWR I 2)IF THE LOADING TYPE CANNOT NY LYNN �'A• PW BEDETERMINEO,USE S; .... 1 RECTANGULAR LOADING. �: •SF c�� i 3) SEE PRODUCTS'APPROVAL FOR *; No. 58705 I ACRBLLANCHORLOCATIONG._ LOADING OFVEFNCAL MULLION LOADING OFWRTICALMUWON a / �=GT ' PPNEL OF HINGED TU OOORISNOTCAPREOORANGfOREO WITHINTERSECTINGHOR20N1'ALMUWONS I . i r • :FZDRIOA, - GtC�`� LOADINGOFVERTICAL LOADING OF HORIZONTAL 0&NNAIL "LOPE MULLION MULLION FL REA 5870 RECEIVED FILE COPY MAR 0 6 2019 MIAMIDADE 5fi. Lei@County, Permittinn MIAMI-DADE COUNTY e T PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMI_NI_STRATION_DIVISION T (786) 3.15-2590 F.(786) 315-2599 NOTICE OF ACCEPTANCE (NOA) w .miamidade.eov/economy PGT Industries, Inc. 1070 Technology Drive / SCANNED North Venice, FL 34275 BY SCOPE: St. Lucie Count This NOA is being issued under the applicable rules and regulations governing the use of c nstruction 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 (AHI). 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-740" Aluminum Awning Window - LALL APPROVAL DOCUMENT: Drawing No. MD-AW740LM, titled "Awning Window Details - LM & SM", sheets 1 through 11 of 11, dated 08/08/12, with revision C dated 05/25/17, prepared by manufacturer, signed and sealed by Anthony'Lynn,Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 16-0714.23 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 17-0614.20 MIAMIDADE COUNTY Expiration Date: April 11, 2023 flo/v �Approval Date: September 05, 2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 12-1218.0 7) 2. Drawing No. MD-AW740LM, titled "Awning 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. 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 11/16115, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No. 16-0714.23) 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 CA740P aluminum projected (awning) window, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL-7061, dated 10/03/12, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 12-1218.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014) and FBC 6thEdition (2017), dated 06/09/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 Manuel Pere Product Control Exa finer NOA No.17-0 Expiration Date: April 11, 2023 Approval Date: September 05,2017 E-1 PGT Industries. Inc. 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.16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/1.7, expiring on 07108/19. 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 5te Edition (2014) and FBC 6u` Edition (2017) dated issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no fmancial interest, dated June 9, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 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. 16-0714.23) G. OTHERS 1. Notice of Acceptance No. 16-0714.23, issued to PGT Industries, Inc. for their Series "AW-740" Aluminum Awning Window - L.M.I. approved on 09/08/16 and expiring on 04/11/18. Manuei P •e P.E. Product Control xa iner NOA No. k-9614.20 Expiration Date: April 11, 2023 Approval Date: September 05, 2017 E-2 GENERAL NOTES: SERIES 740 IMPACT -RESISTANT AWNING WINDOW I)THIS PRODUCTHAS BEEN DESIGNED &TESTED TO COMPLYNATH THE REQUIREMENTS OFTHE FLORIDA BUILDING WOE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HWZ). FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD UTE(CAP) MUST TEMPERED. 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WING -BORNE DEBRIS REGIONS. 3) FOR MASONRY APPLICATIONS IN MN14H1ADE COLINTY. USE ONLY MUIMI.DAUE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETEM450NRY UNITS AND CONCRETE WITH MIN. KBI PERANCHORTWE, SEETABLE3.SHEET4. 4)ALLW000BUCNSLESBTHAN1-12'THICE BE ONSIDERD1XINSATIOWBUCKA OPTIONALIFUNTINSTALLEDDIRE SUBSTRATE. WOOD BUCKDEPICTED ASVARE THICK BE GREATER. IX AND2XBUCK&(WHENUSED) USED) TOTHESTRUCTNEDTOPROPERLYTRANSFER LOADS 1B• IN THESTRNISTHERESPON IBIUTY FWE 0 INSTALLATION IS THE RESPONSIBIUTYOFTHE ENGINEER ORARCHITECT OF RECORD, 5)ANCH WALLD DRESSING RSTUC O. USE ANCHORS BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SKEET .NARROW DINT AS SPECIFIED ON TABLE ON ALL SREET6. NARROW RAME.IESTALLISUSEDONALL FOUR CORNERS OF THE FRAME.INSTALLATONANCHORS DESIGN PRESSURERATWG I IMPACT RATING VARIES, SEESHEETS5.9 RATEDFORLARGE&SMPll MISSILEIMPACTRESISTANCE 4' 60'WIDW BY VISIBLE LIGHT WIDTH (DLO) NOANWORPAIR REQ'D IF WINDOW IS 27-70 WIDE OR LESS 9, SEE (HEAD &SILL) 4 r�gHEEr2 12• MAX. FOR U OTHERWTALL OTHERWISE O' / / / / 1 \ \ 3S HEIG A SEE SHEE7r2 3 VISIBLE LIGHT MAK HEIGHT V Nil 11 TMAX I 6'MAX CL B �.-- 4•NAL 23'MAX O.C. USEANCHORPAIRFORUNW SHOULD BE SEAIED.OVERALL5EAt1NCVFlASHWG OVER 2]-]ftl' WiOE (HEAD &SRC) STRATEGY FOR WATER RESISTANCEOF 945TALLATKJN ' sHAuaeooNE BYGTHERS ANOIs eEroNotHE scoPE TYP. ELEVATION OF AWNING WINDOW OFTHESEINSTRILI NS 6) SHIMS ARE REQUIRED ATEACHANCHORLOCATION WHERE THE PRODUCT IS NOT FLUSHTOTHE SUSSTRATE. USE SHIMS CAPABLE OFTRPNSFEMING APPLIED LOADS. WOOD BUCKS, BY OTHERS. MUST BE GENERAL NOTES ............... _....1 SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ELEVATION ........... -._..- ..................I ONTHEMBYTHEWMDOW. GLAZING DETAILS ................--...... 1 INSTALLATION ..................._._....-. 2 7) DESIGN PRESSURES: AGSEMBLYTUBE DETPILS..-....._..3 A NEGATIVE DESIGN LOADS BARED ON STRUCTURAL ANCHORSPECIFICATIONS__--.4 TEST PRESSURE. FRAME ANALYSIS AND GLASS PER ANCHOR pUANTTIES....._.___..4 ASTM E1300. DESIGN PRESSURES -........ -... 5-9 B. POSITIVE DESIGN LOADS BASED ON WATERTEST ASSEMBLYDETAIM.0..... _..... 10 PRESSURE. STRUCTURALTESTPRESSURE.FRAME EXTRUSIONSISPACERr...._-.. 77 ANALYSIS ANO GLASS PERASTM E1300. C. OESION LOADS ARE BASED ON ALLO WABLE STRESS DESIGN, ASD. TARI F I- .TUWNA m r pAS4GTAOt � I mrwuwm GLISS GTAD( L— AA TXD9FpmINOw- AfAE.LLID ermumAiN wc GLASS AL�PIUPIC12'ANNEMEDE.LLEDGIASS GUMS aa 11110'CdhIRS u 3 NIXm 50 GLASS1ffi S TYPE 1 GLASS TYPE 2 71a•xal DIASSSr. I eiLA5G5TACN TAM A FD IT D NICAW.SPACE a. RTPDAfGL®PVD 11e'NIN6`UOOfl eYgMNUY IFMPEREDGIASs ArAERID1 we J9 t0•AWBAIED GLASS E1.1ERICR �/\ ltna 1Duss.6ltE Glass Types Sheet# 1 6I18• lemi Q/B' An -.oBO• PV9 - IIW An 5 2 1711V 11111111 WIW An..090'SG-WIT An 8 3 7/8•IsmL IG(IAFAn-111VNr-1/B'M-.090'PVB-1/B'An) 7 4 7/8•Iei IG 11W T-7/16- Air -1/T An-.OBO'PVB-1/B•An) B 6 7/8-Land. IG 16'An-1/4-AT-&I6'An-.090•SU-WIW An) 9 B 7M'LemI. IG 3/16-T-1/4'Air -WIV An-.UW'SG-W1W An 9 RVB'v TROSIFOL PVBEYKURARAYAMERIC0.ING. SITS SENTIRYGLASO BY WRAAAYPMERMA WC GLASS TYPES 3 & 4 TTWIL DIA595GIX J ]ll6'LUILWTFD 1 GVSSSTAIX GLASS TYPES 5 & 6 8) WEANCHORAGE MEWODS SHOWN HAVE BEEN CODES/STANDARDS USED: °ESIGNEOTORESISTTKEVANOLOMSOORRESMWENG•pITFLORIOABUIU]INGCODE(FBC).SWEDR4'�' ION ::`:'�cExs4•••.. JR TO THE REQUIRED DESIGN PRESSURMTHE 3 In% •2O74 FLORIDABUILDING CODE(FBC),SWEDITION STRESS INCREISEH/SNOTSEENUSEDINWEDESIGN •ASTM E730(A04 '•P'� Rmiwe OFTHIS PROOUCT.THE 1.0 LOAD DURATION FACTOR •ANSUAFWA NOS-2015 FOR WOOD CONSTRUCTION _*; No. 68705 •:*_ WAS USED FOR WE EVALUATION OF ANCHORS INTO •ALUMINUM DESIGN MANUAL, ADM-2015 WOOD. ANCHORS THAT COME INTO CONTACT WITH •AISISIOD.12 '0 Ty l'7® 0efj'"F OTHER DISSIMILAR MATERIALS SHALL MEETWE %73 •, 111 �';' (•jA •AISC36D10 TBOF REOUIREMEMS OF THE FLORIDA BUILDING CODE FOR iO 1070 IECHNOLOGT ORNE 05/25/17 I PERUPDATEDANCFBC 301T. mTxgix�_N000 PRODUCT REVIS® oMNRav9Nlh°FbMA el��' p�ae Ar.<ePl•IA. NR 1?-tG14.� J Eapire6o°Dae B tY Deem 11111104�TT Ni CORROSION RESISTANCE. B)REFERENCES; TEST REPORTS FTL-7061. 3579. 3580, 3724; ELCO ULTRACON NON ELCO CRETEFLEX NOA; ANSVAF8PA NOS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL '':AfOR101;.'G\?C �YSSIONAL 71r IILI ILL 0.LYxNMIMER P.E P.E. M5 N. VENICE, R 34275 (9°')F°;m600 PDTwwwTPEs.w �°���� xl1° AWNING WINDOW DETAILS -LM BLSM D°Im 08/08/12 Sei°s/umeG AW-740 snle: TUTS Sneel: 1 OF 11 p.P.;�p xo. MD-AW740LM Rer: C CERT. OF ADTH. 28296 INSTALLATION INSTALLATION INSTALLATION OPTION 1 EDGE EDGE DISTANCE OPTION 2 OPTION 4 pISTANCE INSTALLATIONANCHORS INSTALIATI WOOD.0ft5 CONCRETEICMU IIREMATON ANCHORS INT02X WOOD. DIRECRY INTO MASONRY. DIRECTLY INTO METAL ASREOUIREDPER EMBEOMEM PERIREMEN T- LEMCHOR TABLE 3, BHEEf4 2 REDUIREMEM BUCK WIDTH 1/4°MAX 18rg: 10 TYP. ANCHOR SHIM 4 LSETTFEES TYPE, EMBEDMENT 80 AND EDGE 89 ;SE.ID _FORSNIIBBER 24 OISTANCEPER 8 32 33 18 12 RIWNG REDUI0.EMENfS, BEE 1 7A SHQ �BMS, EEE TPBIE TABLE4,SKEET4. 82 _ q _ _ _ _ _ 3, SHEET 4. WIN[ HEIC HARDWAREI OW HT BUCK NEIGH VISIBLE LIGHT HEIGHT (OLO) EXTERIOR a TYP.ANCHORTYPE, EMBEOMENTANDEDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 4. 1X SUCKETRIP INTO MASONRY. EDGE ` 8 DISTANCE 353T QO L ATTACHEDTO 87 • 13 ]FRAMEJAMB EMBEDMENT•• t 83 1 70 81 ATTACHEDTO OPTIONALAODON 12 J VENT JAMB FLANGE®HEAD. SILL 8 JMIBS 11 NOTES: ATTACHED TO FRAME BVEM 1)USEONLYSUBSTRATEAPPROPRIATE JAMB 0 1D ANCHORS LISTED ON TABLES. SHEET4. FOLLOW EMBEDMENT)M EDGE DISTANCE LIMITS,ANY INSTALLATION ATTACHEDTO OPTION SHOWN MY BE USED ON AIII' FRAME JAMS SIDEOFTHEWINDOW. 14 ATTACHED 2)ALLWOODBUCKSLESSTHMIIAW ATTACHED TO } TO FRAME THICK ARETO BE CONSIDERED IX FRAME JAMB Q 89 JAMB INSTALLATONSAXWOODBUCKSARE OPTIONa UNITMAYBEINSTALLED ATTACHED DIRECTLY TO SUBSTRATE W000 BUCKS TO VENT DEPICTED AS MARE 1•iQ°THICK OR JAMB GREATER, IX MD 2X BUCKE(WHEN USED', fit SHALL BE DESIGNED TO PROPERLY TRANSFERLOADSTOTHESTRUCTURE. 38 39 WOOD BUCK DESIGN MD INSTA TON 63 IS THE RESPONSIBILITY OFTHE ENGINEER ^ 1T OR ARCHITECT OF RECORD. MAXIMUM SHIMTHICKNESSTOBEIW. 1XWOOD 79 Bdv i J1... SUCKSTRIP. SEENOTE2, �}" mis sHEEr. ` 114°MAX SHIM •• EMBEDMENT :RETIE WCHOR 11REMEM• • EDGEDISTANCE VERTICAL SECTION 0-0 SEE DETAIL Al, SELOM lvff�IJI VISIBLELIGHT`MDTH(OLO) — WINDOWWIDTH HORIZONTAL SECTION A -A I / `` R I I / \` TAT 1F : No. 58MS 1 10°M — � SEE DET)JL A2. BELOW DETaL A2 Revue4 ® Dexiip GENERAL NOTES &ELEVATION J ROSOWSKI iYleDale: AWNING WINDOW DETAILS - LM & SM 08/08M2 4rkz/NaleL Smle: 542 D•e1ng' " AW-740 NTS 2 OF 11 MD-AW740LM C NOTES 1) WHEN INSTAllINO COMBINATION UNITS, ADDMDNALINSTAJJATICN ANCHORS MAY NEEOTO BE INSTALLEDTHROUGHTHE WINDOW FRa4ESAT1?MAIL FROM EACH SIDE OFTHE FRAME ASSEMBLYTUSECENTERUNE. SEETABLE BELOW. AMIMlA W RpwM ftcN SIM aruI Fm Assam T (FAT) f u WW4w WION Arc A B. C4D 1 `-2SP 1 a � 2as 1 1 LL WMmv H<IOM MCM A D.C6D IF` -]Sur j1 a W. I 1 1 05/25/17 DADE APPROVED MULUON.MUMINUM. STEEL FRAMING OR STEELSTUD. EXT E jRIOR v VISIBLE LIGHT FORMUTAS WIDTH: WINDOW WIDTH-7 HSIGHT. WINDOW HEIGHT-7 nROD'dCTREVIS® a�ayY�4.Mwu•4Tmen+, Dauem3 Pae4 .o6t4-.2o AemPaxe b ExPOeuoa Dm4 SHEE. DY M em De n AWNING (X) WHO /�` HEIGHT / / `. L n I WHOM I �l WIDTH f� ]4D SERES AWNING IFMERIOR WINDOW (1_ FORSINGLEUNITS, 1) DETERMINE YOUR WINDOW SIZE AND GLASS. AWNING / A�WNING (XX) AWNING / CASEMENT / FIXED CASEMENT (XXO) .I FIGURE I: F-- 1W.SEENOTE7.THISSHEET SERIES ME SERIES �SEM AWNING AWNING WINDOW TUBE WINDOW 1 1 iiL v FIGURE2. 740 SERIES AWNING / 1 WINDOW FRAME � I ASSEMBLY TUBE iD', SEE NOTE ], THIS SHEET740 \ SERES —CASEMENT /DOW n-FDUEDWNDOW' WIN JY/FRAME ASSEMBLY, E TUBE 740SEMES \` 'SEEPRODUCTS NOAFOR INSTA TIONSPECS �T 12XI-SMSTHROUGH JATION HOLES 740 SERIES FRAME enoDDn aBvum m... NNI.14aTFM1kh BPu I .ObYi-.ZD oae � By NBw OaAOEv:t 1) DIMENSIONS SHOWN ARE WINDOW DIMENSIONS FOR EACH INDIVIDUAL WWDOW.FORSDESNOTSHOWN, ROUNDUPTOTHENEMM,WLABLE WIDTH OR HEIGHT DIMENSION SHOWN ONWETABLES. N W 2) ANY 74MMO PRODUCT 0 N (CASEMENT, AWNING OR FIXED Z ca CASEMENT) MAY BE ATTACHED TO THE J FRAMEASSEMBLYTUBE.FORALL = WNDOWS,USETHEWNDOWSNOA L-) Q J FORANCHORAGE,SIZEANDDESIGN Q PRESSURE LIMITATIONS. Z 0 J e W 3) ALL WINDOWS IN THE COMBINATION in Q UNIT MUST BE ABLE TO INDIWOUALLY COMPLY WITH THE REQUIREMENTS OF 4n-- F=„ LU THEIR RESPECTIVE NOA } O N O J 4)FRAME ASSEMBLY TUBE BETO BE O 740 SERIES FASTENEDTOWINDOW,ASSHOWIN $O 80 CASEMENT DETAILS, WRH MIN. 912 X 1'SHEET W Z WINDOW METALSCREWS.USETHESAME SPACINGANOOUANITYASTHE U) N OPPOSITE FRAMEMEMBER ?� � Q V) N w � Z_ —ASSEMBLY 5)THEMAMEASSEMBLYTUBEMAY NOT EXCEED B2' IN LENDIX AS USED ., 2)XNOWNGYOURANCHORTYPE*SMES n / AJSEMnLr TUBE ( o O O .�� <' AND SUBSTRATE, DETERMINEr NBE INAB3-FLANGEDWNDOW)ORBE 5 YWRPNCHOR GROUP FROM MIN.012% MIN.p 12X USED INTEE ORCROSS �' g' �LL tiQ TABLE 3. SHEET 4.� 1' SMS 1'SMS CONFIGURATIONS. WROU GH 740E ENT THROUGH ]IFROMSHEETSSB,FINDTHE IN3TALWTDN WINDOW HOLES INSTALLATION REQUIRED ASSEMBLY TUBE THE n SHEET FORYOUR GLASS TYPE. HOLES flEOUIRED TO BE CLIPPED TO THE FIND THE PRODUCTS DESIGN SUBSTRATE. ALLEME0.10RJOIMSTO u^$ 740 SERES BE SEALED BY INSTALLER. PRESSUREFROM THE TABLE FRAME AER10R AWNING Dem LABELED'DESIGN PRESSURE ASSEMBLY WINDOW jI'jj WINDOW 7403EflIE9 7J FORALL LOMBINATON UNRS, i ANCHOR GROUPS. EWNOOWS ALL V TUBE EXTERIOR EMERIOR FOOD ADORIONALINSTPJIATION ANCHORS v ANCHOR GROUPS' CASEMENT MAY NEED TO BE INSTALLED emu^ d)OIMENSIONS SHOWNATRE HORIZONTAL SECTION CC a a WWGOWM THROUGHTHEWINDOWMAMESAT WINDOW.FORSIZESNOTSHOWN, IWMAXFROMEACHSIDEOFTHE oiV ROUND UP TOTHE NEM FRAME ASSEMBLYTUBE CENTERLDlE AVNLABLEWDTHORHEIGHT FOR EACH WINDOW IN AVERTICALLY OR HOR20WALLY COMBINED ASSEMBLY: VERRCALSECTONDD VERTICALSECTIONEE SEETABLEBELOW DIMENSIONSHOWNONTHE 1) DETERMINE EACH INDMDUAL WINDOWTYPE, SIZE AND GLASS MAI(EUP. SEE FIGURES 1&2,THISSHEET. DEiERMINEYOURANCHOR GROUP FROM TASLE3. SHEET 4. 1T11 2' TABLES. 7ENV 5) USINGTHE TABLE LABELED WiNDO W ANCHORS REQUIRED' THE NUMBER OF4ANCHOR$ INE NEEDED IN THE HEAD. SILLAND JAMBS OF YOUR WINDOW. B) INSTALL AS PERTHE INSTRUCTIONS ON SHEET 2. 2) FROM SHEETS 5-9, RNO THE SHEET FORYOUR CL SSTYPE 3)RNDTHEDESIGNPRESSUnMOMTHETABLESL mFn WSIGNPRESSURE(PSF)FORWNMMATACHEDTOAVER71CgLFRAMEASSWMYNBE' OR"DESIGN PRESSURE(PSRFORWNDOWSATiACHE MAHOR ONTALFRAMEASSEMBLYMaEI DEPENDING ON WHICH WAYWE FRAME ASSEMBLYTUBE ISORENTATED.THIS MUST BE DONE FOR EACH WINDOW IN THE MSEMBLY,ANO THE LOWEST DESIGN PRESSUREAPPLIESTOTHEENTIRE ASSEMBLY. DIMENSIONS SHOWN ARE WINDOW. FOR SIZES NOTSHOWN, ROUNDUP TO THE NEMAVAILABLE WIDTH OR HEIGHTDIMENSION SHOWN ON THETABLES. 4) USINGTHETASLE LABELED WNDOWANCHORSREQUIREO' (FABLE 2, SHEET4), DETERMINE THE NUMBER OFANCHORSNEEDED IN THE HEAD, SIU.MD JAMBS OF YOUR WINDOW. 5) WSTALLAS PERTHE INSTRUCTIONS ON SHEETS 24. NOTE THAT ADDITIONALANCHORS THROUGH THE WNDOW FRAME WOWS SUBSTRATE MAYBE REQUIRED (SEE SHEET2).AND THATMIN. 9 12 X V ANCHORS ARE TO BE USED THROUGH THE FRAME INTOTHE FRAME ASSEMBLYN3E (SEE DETAILS ON THIS SHEET). A411Uw1MNvsm W4en ucA Sill tl�MIM FnmaMum, A H LL Mth WtlN Mclm A B,C6D { 1r-xza t o M 1 i W IMI4M ,m A.W q B,C6D 17'-21Y 1 0 26F 1 1 #- , ^ Nn 58705 LL O m Wind" Anchom Required �O��DODOOD�OOD�ODD�000DD�D�DDOD�DD�O�O00 0000000tfl0000 _ ""nun.... ®�©o©©o©©©o©©©000n000n000000000nnomoonm000 �0000n00000©000©0000©noon000©000©o�mmmmmmm ©©©®u©©©o©©©0000000n000nnoononoommmmmmmm .�mo©©moo©nmo©omonumonnmoonm000m�m��mmmmmmm ©©©©o©©©o©©©000000u000n0000nm��mmm�mmmmm :moo©Imo©nmonomonom000m000m000mm�mmm�mm�mm ®�;©©©®n©©©o©©©oonoonuoimmmmmimmmmmm�mmmmmm moo®m000moo©moo©mm�mmmmmmm�mmmmmm��mm�mm ��©©©®o©©©n©©©unuomm�mmmmmmm�mmmmmm��mm�mm ��moo®moo©m000m�m�mmmmmmmmmmmmmmmmm��mmmmm ©©©®o©©©o©©©m�mmmm�mmmmmmm�mmmmmm��mmmmm USE THIS TABLE ALL. WI FOR ANUUW6 MR I Ht LL IIUN4 ON amtt OR HEIGHT DIMENSION SHOWN ON THETABLE. Gwp ALCM SuWN Mh Eby ,,lv Yh CC LLame bK EIIMmr4 = POtn FRW4 M2.1 see (Gs) s.ur r VZF`s 4rt Aga St Y9' Y9' bT W .aBT I amr W M AW Ocv ]IC w I.Ny. Mai M A PM..Ilesmsms) S. PM bC 1' I law M a'J TIAlum Tr W.mT m w014N0 a8 SMs MR. ]w W ASP NO rO3 ar 33 ]IC W .a6` IDaL M B 1M' SW Unmc 265RC .. 2-1? r law m HdM slmk 1' b 1-1/4' Ne NabwmmR Llx = +,,, - Ill. Reel UXm[m Ibl 81=R 1• 6 1-116 ym G 1H' 4ID 53 C�WeFIR .15Y (b¢rtb 1' S t.V4' No KYbr BRCY 1IS 6 +-V4' o f,..SM9(W) MOULCOSSSMS S.PM Ma' I' law b6l1e AYm1 YS' ba' Wir T® Ms.. Ye' ba' .IRF Y. AM3 Rue (V.0 NV slaw, .DLS' 1a [Se. Y® a14.8I ISMS(m) .4K 4103S SMS S.P. ss' f NIB' Y® eMYTAMm 1Y b0' .OAS m ANI&M XT W. I M Y. A&U 91 tr.0 yB' NB' .065' 18 Ge.fY.0 w' ReM111L-a[v1 NN' U&O=tle 2.1? V IMF WOwBR FlIIN BRCR 2-1? 241 w P td/f IT w' 410 S9 c.W .[B1' w I., B.11Rm . 2.10 v 1' M.D. :-1S e• 4W &IC Red lPimon a.SRLae2M t-l" a' NI4' Mlbv aRU MIC e' 1.11, rur 5 1.V4' 1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS MOVE. CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL SUBSEQUENT TABLES IN THIS APPROVAL 2)ANCHOR MUST EXTEND AMIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. 3) ANCHORS MAY BE HEXHEAD. PANHEAO OR FLATHEAD. 4) FOR STEEL STUDS, MIN. FU -45 NCI. MIN FY-33 RE. EXAMPLE 1: FOR WINDOW COMBINATION SHOWN BELOW. T/16' ANNEALED LAMINATED GIAS9. 1U4' MASONRY ANCHORS INTO CONCRETE. NOI-70 PEP DP REQUIRED AWNINGMCHOHJ. A) FROM TABLE S, ANCHORS & 0 ALLOW ADP OF-Td-90. B) FOR THE JAMB. FROM TABLE 3, ANCHORS IN GROUP C MVETIE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE IF USING THE CRETEFLEXMCHOR. C) FROM TABLE 2 6ANCHORS ME REQUIRED IN EACH JAMB. C) SIMILARLY.2 ANCHORS ME REQUIRED IN THE HEAD &SILL D) DISTRIBUTE MCHOR9 FOLLOWING GUIDELINES FROM ELEVAT )N ON SHEET 1. E) PER RULES ON SHEETS 2 & 3, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE SIDE OFTHE AWNING (HEAD 6 BILL). FIXED CASEMENTANCHORS: A) FROM TABLE S.A34' X 61-FLYED CASEMENT WINDOW HM A DESIGN PRESSURE EXCEEDING THE REQUIREMERTOF HN-TO USING ANCHORS C OR D. B) FOR THEJAMB. FROM TABLE 3. ANCHOR TYPE C HAS THE ANCHOR ANp SUBSTRATE DESIRED MD 00E0 NOT REOUIRETIEMCHOR PLATE IF USINOTHE CItETFFLFXANCHOB C)FROMTMLE2A,6MMORSA MWMDWEACHJAMB. D) SIMILARLY.3 ANCHORS ARE REQUIRED IN WE HEM It SBL E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. F) PER RULES ON SHEET2. INSTALL 1 ADDITIONAL ANCH OR ON THE FRAME ASSEMBLY TUBE SIDE OFTHE FLYER CASEMENT (HEAD & SILL). NWeMI M. FN MM. Fe SI�FCRna 99 ksi 121 ks1 I10!mCx h31 110w ES l 1TLsi .CRIYID NO BS Om QWePaND 1PA k9 27.4 1MA 60&1 AlI 181a 22w A3B9R SBMM GN. 335N9 bTltl m 33ks1 452M TABLET: Head Snubber Locations GM.. Type: PVB rnpM 1.]&q sG rnPaR 2.5A 8) Nam ReRWaa W. wee.ham Nwan.O.C. SAMPLE CONFIGURATIONS: tom. m• !tr tn• 4' I 1 si I^ U' YRODUCTREVIS5O Shcd y &»gym BMFlPHBa FRn Rae DO Willi W J Qomm 117g ar y Z* NN..-/53T817/05 i O 5 EIOF) 4' i�LANs •••�(Ofl1OP. T YAA.B.Se.�ONAL E LL 0 v PIZ TABLES' FOR GLASS TYPES: I�ODUCTREVISED 1) 5/16- LAMI (1/8 AN - .090e PVB -1/BAN) aru�Jp auaflm:a. RVB'STROSIFOLOPVB SYKURARAYAMERICA, INC. AQPta�No doin:�/+J HSArai9e DNe By EF BEESHEETS1 94 FOR WINDOW ANCHOR ¢ VMATIONS AND QUANTMM O n ,4 } zQ TABLE6 IWM I� FRAIJE W Z S L ASSEMBLY Q TUBE WINDOW co O HEIOHT W e N a IADDITIONAL c W ^l Wm l� (A4I1ACHOR ff REQ jD Cp W N N O 3 NZ SEE SHEETS 184 FOR WWDOWANMOR -$°0 $� O LOCATIONS AND Q(WM W. SEE SHEET (n 3FORANYAODOIONALANCHORB Y Y W Z MQUIREDFORTHEFRAMEAS WBLY C>n w 3 O TUBE. 3 3 (L O O Z O n to O a� 2 jQ TABLET' r � i K wW u� .B o� $0 ;5< FRAME WINDOW ASSEMBLY wZ ro HEIGHT TUBEI T- SET O ADUMC k3 W.. I ANLKOR Wim v6�0 -"'I WRIDI I"�- NAIF PEO. V BEE SHEIM 1 S 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTMES. SEE SH A�51 3FORANYAODMONALANCHORB ��` pNY LYNy��/,, REQUIRED FORTHE FRAMEAMS LY ��ll.•�� •]JCENgF'•,( - NO.58705 1)6EESHEETIFORAGOITIONIt SNAFLECONFIGUMBONS. �YYS,'ONA'L�1,E`;`G`; 315EESHEflT <FORSNUSSERRECUIRFMENi9. A(1M11umm P'E PEl dR UealBlrPmaue (pfjYblrgY WUJwLNAeelvr Gmupf w.mr Wtmn wGvra' 2SmtE T!-rR' ]0.YV' 9l ]P 3T .9' ]31A' BP .Taum Nm-m .]B.m .m.m RStd1d +19Fw +la-w +mFm +m-m +m-99 +rMw+mFw aP .m.w .]a.m .]or-w .mr.m .m.w .ia.m .ia.w .rm.w .matt .m.>1s E6dB• +m.w +)Min +m-w +rAFw .rW.w +ra.Po +)aaB.] 6m .M.m .m.m .Mw amaea +mm2 +m-]9.e waF]u er aa.m +m-w .iw-m .maa] .m.raa .m-iaa .ra m.1 61' +m-Po +iMw +]d-m! +IW. rfl] .rN-m.+ N-69A J! +m-w .mdr3 Na-mA .4m] +4MA rP .Mw .rar]1 .r-ss eP .m.w .rams +ram.! R[IPp RG aure pcQ tr W MY6 N10[ AM b e VeN[tl F[m a Nmntly BGG wmwwlmn m umca- 3St516' 11-IR' 6]-11C 6P A[Nv@wP ArcmiOrmP M[NGwP M[MGNUP PnAV GIrvy M[Irc GwP Mmv Glvq M[M6Lrp N4M A��mr A 6 C 0 A B C60 A B C60 A B.C]B q B,CIB A B,C60 A e.CIO A B.CBB NI AN umv2Y .md! +]min r]BW] +min +]aPo +Thin +min+]0/m .)min +mlm +min +]bin rMw r]b81 b IS151P +]Wm +>bAl .Min +1vm +]min +min +min +]Om +]mN +)bin +min V. +]am +][Rm +Tdm +m-0B Atlm +mWO .Ibm +M9! +)am +min i 9P r]NPo +M-T53 Nadl.B +Ib&1 Nb-0].1 +Min +]W09 +milA +Alffi +min +Min +min 6Mm +Mw Nmm +mPo +TVdIA +Min +]vm +md! +mdf.f +mi12 +)b-R] NdI➢ N643 +)bin NEI +1Bm +Mw Nd9b +min +min +md1 .min +]b-n.B +Mw +m-n.9 +min N6I.9 +)bA2 �ad'B• fp Maf +IM➢ +/.M3 Nbm +Fd1 +md6.6 +MBB NSD.3 +Mffi6 +min N69. +md45 +/d!] +md1T +r81! +mAB xd66 +]ba1] 6T H811 N6] +rdiT +MdBI +Idt' emffi! +]m0] +I-0.B +m-i68 +min +K11 +md29 +/626 +MaBe xClp +mi5.6 +/dlt +lGA.I Dapn P rmaue (pl)1a W+dvve AMOFetl b e Hn4aLl From Aa®vdt/ TuN eVPnmu.Wlmn NNer3T xS1N16 x1dlB' was' ]P X' ]T .6' 6J.1T 6P M[Iw Omq M[h( Gwp McM1v Grwp Mclrr Omq MNM Dmq MCAardwP Archv OrvuP Ar)a6aP ArcAVCmV MCMGrtp M NI A6 N N A 0 CAD A B CBD A B C 0 A B C 0 A 0 C 0 r.�ena- .min +]am +)m-0] +]min +]aW +)ai0 +]adfll +m-)9.5 Nd3) +m-)BJ +IaB] +/ffi.9 Nd]] +168 +min +ldl N�fl9 NSB,6 +>mm xslenP +min aa.m nam amm aa.vo as-0B amm Q.+rbSP .Min .mays .min .m-0o .macs .mco .min .min Nat .min .min .)am .)min >P .min .Ibm .min :.min .mwo aam .min +m/m +ma).e.Min +M]a] .mal1 .maav .min ./do] .IdS.t +rm-n.e nad1.1 Na4.v Nm.! Nae.v .mat] sosr +min .rmm .min r)am amm .mills .min .min .m-mB +mm.x +ma9.3 NdJ.3 .inn➢ .m-n.9 .mna W +min NmN +rmm +mFB! .m81] +imRB +m-RB+mdA3 +m-T.2 +m]A] A' +mao +}min +]mA] +mffiJ +Sage +m-]fl8 +ra.]66 Nm.T6B +m]a1 +]m-]LLI +m]D1 61' +md9 +Tmm +md).5 .m-r6] +m.T1e +N9A N89A N6Ae >s .mdo .mar] .Mn.e ./dB-3 +/dJe ]P .mao .maas +m-m.x .rm u• .min amine .Mm.e Cecbl Flaesw lPP✓/b6mae WNon.PAMM(mP mm.mw utle-a' 2S15MC 2r-]A• 9}Y<' 92 N 2T .S fiSYd BT .�eo W..t9e .w-no mnw m-twrSInP&1'-Ib9P .m-1915UN9•.W-tAtP .�130.90,W.ImfiY .W.19 .W .W.WI .W-lw H .9W-t]0 .m.1Me OT .m-lm -lm .9Y-1m .W.1m .OY-tAtt rw'-tm .m'.1m .9'.im .m-1mm .wAm .W-1m . -lw FOR GLASS TYPES: 2) 7/16' LAMI (3/16- AN - .090- SG - 3/16- AN) LSEE SHEETS WOR WINDOW WWDOW HEIGHT ANCHOR LOCATIONS I I MD aUANTDIES. lbb pm•w Ip0 M YMtne AtoeMO m e VeYul Fmra AuaMf/ TUOF mmewvmm wM09' ]S1n6' D-tA• m.W S• .L• 1T' IP AVC �' A..a AnebGm NSls Omip Arch Owp M[MCmn MCAudwp NI[MGrouV AmM Gm ARIv GW Arch Gm A B L C A B CAD A B CAD A B.CID A A B.C6D A B CAD AA Al AA 1pbR iY ]S1•JIP .mm .mPo .mm .iNm .RLL]33 .]am .l0'm .mR0 .mw9 .iam .m91 •ram •>bm .Iam nmm .lmm .Imm aa.W .Imm .lam .1. riam .iam •lam •mm .mm .]m% .lMW .ImWI .1. .iWm .rm00 .mm .mm .mm .mm .mm .mm K.-M .lam .lNm •mm .mm .Tllm .mm .lam .lmm .mm .ram ]Pm .mm •mm ymm .mm .rmm ].iam .I9• .]mm •m-r29 .lbi8 .Im] •mW ]ab -MM .mm .mmA .mm .ladt .mm .rB'-R8 .]WlA9 .mm .mm.0 .mm .mm .lamW'.mat.l .mmA .IMm .N IiS .mm6 .mm .//6A .mm .AQ] +1 J.$ .mmB .ISB.9 .Mm •mT22 .mmi .mal 10'MA% Imo— FRAME ASSEMBLY L TUBE WE WNDOW HfIGI? f r AVDMO NAL I MNDGW ANCHIXi M CHO WIORI i^ (1), IFREa - mb� aieove Oulbwmmlt WmNamenaAAne FW WeAsanONMt WI®I BWNOn NGe a' ]St Alb 9-i/P baP Y N' A• K' 61-vC Bl MIR 0mw ARM G MtM Gmq Arthe cIWW ARM Oe10 MVM�yF ryFbCmp AxMGmq ArtMGmp MtM pwp al u w al u A I B CAD A e CAD A B c D A e c G A B c D nrtb a• ss16'16' .mm .mm .mm .lam .lam .. .mm .mm waffi] .mm .mm .mm .7" .7. - a722 .mm .mm .mVO 4m . +Ma U .Im] .mm .7.A .mm .]MWI .rom ./6pB .la.'S9 .ISSB .mm .K Nam .mm V. .M .K].A Ni9D .m96A ./ A .m00 .mm .mm 9v .mm .mm Nam .mm .mlm Nam .mm .mm .mm .mm .mm Na8 .mm .mw .mm .m� .mats .mm .mm .e6xa .la-m Naa.3 .mm •A&C .mm .mQ0 qam Nam .Alm .M0 .mm .mm .]am .mm .mm Nam .mm .mm Nam [Y .mm .mm .7 m .mm .mm Nam .mm .mm Nam 67 .mm .mm Nam Nam .mm .lam .mm .mm -Wm .mm .TiYm 6T T .mm .mm .mm .maG .mm .lam Nam .mm .mm .lam .mm .mm .mm ]P .Mm .mm .lam .rom e.• .mm .mm .]am NOTE9' 1)SEE6fQ:ET4 WRADGIrIONALSM4lELQ'1FlGtIMTIONS. 2)6EESHEE]4FORSNUBBER REOUIRFMENIS. IHwoucrREnLvo Bui[ Codc�itJ4te F1aKW gtteplAneA Nol •O614.?D F.+yMI DWe A/fl%3 Bp +i va CwG OJ J O W m (yL Z > SEESHEETSIA4 FW Q a — FOR WINDOW p MICHOR a O LL LOCATIONS MO :s w O aUANTITIES.SEE e W J y SHEET FOR PNY Q E AODRIONAL Lu F N ANCHORS < U) IL REQUIRED FOR I[0 DO LLl p bF THE FRAME O 0� 3 N Z ASSEMBLYNBE 6'm "� Z) O 8� 8a N W p Z Y Y ]n m EL 3 ov z Z -n 10 afi) ..3 L FNC WINDOW ASSEMBLY HBGHI NBE —10• MAz '1 yApiH "m AOD ANCHOR I"'_ (aL6REa 4EE SHFFr51 A A FDR mNCItW ANfY1(1W oo �Q „ Rol o�$ sao o�y LOCATONS AND OUANTRIES. SEE SHEET 3FORAN DMONALANCHORS �� '��;. LICENyF'•. �( REQUIRED FOR THE FRAME ASSEMBLY ��• .FPT NBE N..58T05 FOR GLASS TYPES: TABLET 3) 7/8' LAML IG: (1/8' AN - 7/16' AIR -1/8' AN - .0B0' PVB - 1/8' AN) dr�^Fi14imF�°1' 8uiliuV 614:%0 RVRITROSIFOL VB BY WRARAYAMERICA INC. AvciF: Dec By Mi o SEE SHEETS 1 S WINDOW FOR WINDOW MCHO HEIGHT ANCHOR z U LOCAT ONS � AND I"�Wm'�1 QUANTITIES. U1 0 J W ? m EL TABLE 1Y w z �� 1a 11A1L --+� Imo-- F EM Q J c- L I ASSEMBLY TUBE O to . O WNDOW ¢ K J L r HEIDH d F rI W 1 WIDOW µpi RI in GO w ❑ .. F ---"""iii wmrH FFF��� pAIFREa �V Q R• NZ O SEESHEETSIaa FORVRNMoY $O 80 N ❑ ANCHORLO MQNSANDDUANIIMES. Y Y W Z SEE SHEET S FORANYADDITIONA. >U) >(n K p ANCHORSREOVIREDFORTHEFRAMIE > > a 3 ASSEMBLYTUBE O O Z C7 Z a3 ¢w TABLE 13: ! W i z C •7 b❑ E Q FRAME ¢ N e WINDOW ASSEMIBLY J <` HEIGHT 1V E ® oX8 3 r 1PMA%. z4•� i 10 ADD m D�y 40 I "Dow ANCHOR i '1 NMTH (.I.IFREO. a z v SEE SHEETS J & 4 FOR WINDOW ANCHOR LOCATIONSANDQUANRTIES.SEESMEET ON..•-••.,•/j� SFORANY FORITl+E FRANC HORS � �1��. •�\CEN$F'•�C�'� REQUIRED FOR THE FRAME ASSEMBLY HIRE _ * i N0. 58705 - '?o�:• 6 f� /ONAL 1� SHEET4 FORADDRIONALSAM0.EfoNFIGUMTIONS. ALYN I II'F£ 3I BEESREEf 4 FOR 9HV9BfRREOUIRTJAfN19. p�� DaLylplpNre 1pJjb6inLMmNun.MNW GtmW wmm.mmn w'fR]' zstvtC vaR' JDLa• u x Jr .9• sYIA• � ,wxr lwm NaFm Na.m .mw .mr-w .m-m .la.w aa.m .la.w •]oFw zflvto- •m-eo •raFw aaW wa-w aor-w .mFw nw.w .m-w .m-w wa-W JT •m.W •m.w •m.w •ia-w +1d.w •roF BO •1VI.W +m-W •]adJ.R +m.]11 wva Na.w .m.w •m.w Na-w .roew .loi-W .m.w .rods w Na.w .w-w •w-w Haase .radxa .mal.r .ra-]az m' •}IY- W •]M w +wF W •md•A •1a61.6 .m-n.6 •m-r1.B u •m.w •ra-w .mme .manJ .ra.ry .ra-ru R UIIFw NadB.6 •la-fl.1 •n1411.1 •F9t1 m .m.w .mass +ra-n1 .Fms x •m-w •]Y w? •iO'-Ri peeyn Neaeln(pObmrtMeA14[hEbeVWctl FlunpomtlY lbe . W1Niwm00 wezr Istvto- vas J0.V4 u x sr av ssvo- m grpip fjglp AWKKfipy ACMOwp MCMr0.Wp PrtMAIaYP AMMfGIO.y PRMGIouy MLM10.91P PAIY4GmYp PxKKV'Wp p 0 C 10 p B C60 A B C6D A B,C6B A B,CIC A B,C60 A C,L6D A B,C60 q B,LID q B,C60 wxrzr .mm •mm .mm •mm .mm •ram .mm •raw .mm .ram .ram .m.w .mm .mm .ram .row .ram .ram .mm .mm •mm Rstal9• •mm .mm .mm .mm .row .ram .mm .mm .mm .ram .mm .m.w.mm .m.w .mm .row .mm .mm .mm .mm .mr.w zr .m-w .raanx .mane .ram .ram.t .rnm .mm .m-nn .mm .ram .mm .m-w •row .mm .mm .ram •mdrA .ra-w .m-w .ram .raat.:.lam.x .mrt.e .ra-rat wx .m-rzs «m.e •lme .ram «w .mm .mm .Fsse .mm .mm .mat .row .rove .mm •m.nz .mm «era .ram w «m .r4ae •FYe .mm •rea .ram.a .mao .rmd .mane .mm «m4 .rams .rmr .mmn M. .meta .)me .lYR1 6r «ml .Fees ./m1 •mm1 .r-srs .roue .mm •!+za •rotes .mm scar .mda...rmfi .mrdu .raaz Dtllw Pieeme(p6B b WNLw'f AM1a1Nto BHWM! fnmeAeaanOry llem wnnremwl B rr wnvle va�r Wx a aa- sr ar Ana/ GNW Artfnr L%p Nslla Cmq MM Owp ANwr (Ram MtdYlyy> NRMC+bp NeBRGmlp PrtrclGm�p NINa GwP NI M M NI M L6D A B C6D A B C 0 A B C 0 A B L n •)am•ram•lam.•ram •la-N3 •mm)M]0.3 •/mrqb-3J •mm•/mY •/m3•r55 •mm Mel NN? •164s •mmNam•mm.rnmNam.mm.mm.ma)e•mm.mmmans•mmmmm./s.mm.wa.md66.mm.mmNvmmm•mm.ma1Amm.mm•massNan.lrome.rear.mm.rnmmm.mm.rvm.mm.meaAmm.mm«m3 •mmmm.mm.male.roma•massav-]s1.rammm.rom.mm4mau6.mne.maleanat.Pm.noNam.mm XICLD .m-n1 rz avm Nvdxs .m-m4 •mau .rdi1 lB Nam •Ipm6 •mir.3 •/m6 6P •]bm •md2S •ma3T DmgnPrmmae (qA b6prJe Watlana, MArcMC+apa WM. Wa10 WA 2S 25IWV 2r-7lC 9 r ]S 3r 9T e6• Wi1v OT �o�mra' .ram .mao .mm .. .mco .mcc ?.. .race aaa5 .7aco 213f10' .mao +m-90 +mao +mao +mao +mao 17WO *mom +mao +794D 3v .V40 +m o +md0 +m90 +m80 +mco .7.41 .ra-00 470•d0 .m91.2 7 swa .mao +mso +mao .mso +mPo .m40 .mm .macs �p 60' .ra90 .mao .mao .mw .mao .mm .M2 A y 6S ga40 +7aa0 +m4D +mao 47=0 +)a66.1 +W49+9 6T +mao .mao .mm .ma7 +m8;e +m.TD.1 SL n +rasa +mao .71 42 nm-m Nb-7e.6 7C .MaD +7aa0 +mm.6 +m44 60• nmao i +mso .mm.a 14) 7/8" LAMI. IG: (1/8" T - 7/16" AIR -1/8" AN - .000" PVB -1/8" AN) 'MI TROSIFOL®PVB BY KURARAYAMERICA INC. LSEE SHEETS A4FOR WINDOW WINDOW NEIGHr ANCHOR LOCATIONS T AND 1 �WWOOW� WmTH QUM]TIREs. Dne P smDF&I mlWeabva A=W lO a Vetad FOms AseemV Tea Wroa Wm m umoz9• 2s1a1a acre• saarr aT w• ar a6• 6r.vr ar NC!(f6mN MMOUV NCMfW, AMhaGrnq M[14!}OW M[MGm@ A2MeioW Ne6a Grcup ArcMGM N r Cmup A B C '0 A B C00 A B CID A B,C00 A B,CAD A B,GBD A ,CID A B 00D A B,C00 M i, mMa aS 2sla+e .mm +ia.W .raSo .m.W Na91 .m-W .ibW .meo +ram .mm .ra%I .]aeo .idN .ro•W .iM41 .raao .mN .m-Do .rd50 nam.meo aaffi +mm +7b.W nano +ia.W .m-ao +ia-® .]am +m9] .mao +mA] .m.fio *MM M. +mso .mm +TW1 .?.M QWa wa.vp .ME .m90 +ma] .mm .m.W .m.W P 5ff nNW +)M7G2 Q... +mom na8l.t ndil +mAO +TGllA +mA] nam nd40 +MW nMW +Mffi +'&. +mom +m47A n 1 +> W +Md11 dLae' +m-Ra Hdl.e +1E 3 +m80 +/EI nag] nMW +/i9B +mat nMPo .7ad1 +mm +M.n.9 M. +7V.n3 +m4] +IW.3 +14D nM122 +rba&0 +TNM.9 W +/6t +HBA +l3&9 +mN N<e +m26A +1MW +Ii9d +mm.8 +m50 +/89.i +mW NbO.] na.W +/-01.0 ImPo N$B +m-01.0 &T +/SA1 +AI0.5 NSSI +mfi4r +/E1.5 +md26 +rd-00 +NrB +1M]B.0 +rbPo +/89.1 +mPo NffiD +m&0 +I.50A +>a!$1 .1M.1 +m-l&6 OefIM Pleaurt puA alFwNaava Allxee0lo axahoRa F.ameAssrnpry TWa wm ma vdmn B imesa• aiala ano mvr >r aa. ar 4a CIW Artkt Cmlq Mkf doip AMM( G. AkM GmD Mk) Gwq Prtpu Qwp M,W4 , MtM'Gup MlnrCmlD M[MOrup NI AA M Ni M A B CID A B 1 CID A B C D A 9 C D A B C D unle2l' NaYJ nTYW ntl9 +IDaI eAVpl nmal ntl-001 ntlPo +m.W +rMm1 nm47 nm,Rl +149] .Ib-]9.9 nb�W .16 9 04&. +FEb nAV. +15 +1J.D n14S5 +mao 2515'I6' na81 .m60 na-0r na.W nmal nbJa .lam nm'N .mdl.6 nm1D .m90 .md0.9 .mm .mIN nb41 Ndl .mb0 .m41 .m60 NG .mtS. ..o +ma6 ]Y nb-0t .m-00 NaVI +1bPo +mPo .mPo ntlFl .md0 .maAl +m.w .ma0 em]g9.7W.Mi.7dAV1 nOQ +/EUD ./d5.1 nm.]IB .mao .NAB N�.6 .F66B .mdl2 u F[I9C .ram .raa0 .7ba7 .7940 .ram .mdi5 na4l +mao +m80.0 .mHl .mBJ .mmY .)adS.e namb .me90 EP .ta41 .m9U OD ..Q ... nbd).6 +7. na91 M. .Tbdl6 na2a6 NVG.6 A GT n1Y41 +.- .M4 +m41 +m50 +ma6.1 .mffit .md9.1 -M-M9 na-mA n)0'dpD 6T M. +mao n0'40 Nb47 +MM.6 +m41k1 .Ia m.I .TD] l M .7VA0 .mao .m262 .7b-m na.'46 M .mW .mao 4m456 +md4 91 .m8 .m o .mrbOA NO ES. 116EE6HEET4 WRADDITIONPI SAMPLE CONFIGIIMTIDNB. 2)6EE6HF'cT4 FOR SNUBBER REQUIREMENTS. 10' MAK L y� SEE SHEETS 1 A4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FORANYADOITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLYTUSE, L FRAME WwDOW "SENBLY HEGHT TUBEI L lw MPX WINDOW �^I WIDTH ADDRI I ANCHOR I� (4). IF RED, SEE SHEETS 1 A 4 FOR WNDOW ANf.HOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR MY ADDITIONAL ANCHORS REQUIRED FOR TIRE FRAME ASSEMBLY TUBE. U) J 0 ED m W LU a U) ,ISS a¢ m w _z ad oUL Lu a < LU _O n W N O W K O N nZ $O co (i Lu 0 0 Z_ ?y O Y co Y (n IS 0 o � �@ Z B 0 Z .. - k4 0_ K BLLI �S 7aO * ( - No. 58705 } * ..O pWgl Feo.wulWlra Slpb lNMawe. Nl Helm Gm�p Wo umi2r zsltll6 xxnr mdr sz T m• 37• ds ss11a w• u w1T Yy1b1B• a8a-t]9 ,BO'-1w ,eW.1]e wa-i3o ,W.1]0` ,W-1]9 aYY.I ]Y ,LW-1]Y a8a-ti'1 ,B1-fm aB1.1'.4 J ,W.190 ,w•-1W ,B1-IID ,BL-130 ,BY.1.b ] ]P ,Bb-1]0 a90tt]D f9d-1391 .W-Iw +W., .W.,w aW.lw 4W.1m ,9Y-Im ,.Y-tm +W., a.V-lm >r w6rr ,W-1m .W-13o .Wnmi .W.1m .W.Im .W.lw +W4. ,eor.lm am .W4]o wd.no .W4m'� .W4m .WnID .W .W-Im w• .W-130 .9d-0]0 ,9d-130' lw .W'-1m H!• .9a-1m .Bb-tm wd-1]01 twaW-Iw ,W.Im 4W-1m .W-tm Tl .WA30 ,W-190 aW.Im' .W-1m ,W-1]A 76 .Bdd90 ,W-130 eWAm', .W-0m G• ..Y-130 .96•-1]0 wa-Im FOR GLASS TYPES: 5) 7/8" LAMI. IG: (3/16" AN -1/4" AIR - 3/16" AN - .090" SG - 3/16" AN) 6) 7/8" LAMI. IG: (3/16" T -1/4' AIR - 3/16" AN - .090" SG - 3/16" AN) I SEMYGLASCIBYKIJRARAYMERIM INC. LSEE SHEETS 64 FOR WINDOW WINDOW HEIGM ANCHOR LOCATIONS MD WINDOW WIDTH QUANTITIES. MoCIR um IPII imw @ AlMoMW b e VMW FremuAmce Ub Wl wenm,wan uek9-i10• T[' 9G' ]T 44 6}1/B' .Y MNrtGupGw aA D CD P CAD A B CAD A 8,060 A &CAD A B,C&D A B CAD AI AO AI .id-W,mm ,mm .rWW maI .mm .ram .m-W .mm .mW .mW .mm ,m93 aaW .7N .rdW .iNW .mw ,roW amm .m-mw11 .mW .mm .mW .mm .iam .m-W nam .idd] ,m-w .m.w .m.w .mm .mm .ia.90 .7dm .m.w .mm .mm .mr93 .ffi.B amW MB ,mm .mm .ibm .m-W .mm .mm ,m-w .m.w .mm .mm .mm .mw .>b.w ,roPo amm wtlW.ASl.9IEA3 aib�W .TY-W .mm .md9A .mm rmm .iadl .mm .la-r1.9 .m�w .16•-11] emm .mmB .m-e0 .m® .mW+,.A./SW +M-0i ,mm .rddt.t .mm .mi5.5 .7dW.B rmm ,/ffi4a/m.s .F51r .rd-n3 .mm amn.9 aa.'/fla .mw ./W.i .mm .rffi.a .mm ./d9.e .rom ,m-r23 ,rdd4i .idW 10' MAX Imo-- FRAME L ASSEMBLY TUBE WINDOW HEIGHT vnNoow WIDM � ANcnort 4)'11Mo 141.1E REQ SEE SHEETS 154 FOR WINDOW ANCHOR LOCATIONS MO QUANRTIES. SEE SHEET 3 FOR MY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLYTUBE -_ D.V P.Iu. d9t7P4wNOM9 A WMe Hb gPHuenumbh Tu[B W4an ewmm4 uNC9- ]11N@ 9-T/P mSP Z ArtW cmw Mlar r^mP NItM GmiD ArcW G. Artfm Sw NeMmwP ArcIm OwD Mao G.p NCMfGIwq M.Dw, NI M M iNl AO A B CAD A B CAP A B C D A B C D A D C 0 mv2Y .lam fmW ,mm .mm .mW .Ibm Nbffi2 .mm artl.W .Tb-M2 .mm .m-M a163T fib.MA +7w HE&fl .14t2 H28 .mm Ndl Mdb9 ..A .mW 2i151C rmm fTVm .Ibm amW fAlm .rbm .1bm .mm fmm fmW fmm am661 rmm .iaW ftbm .)b i.9 .mm .]D.W fm6D .PVA .maas .mm .m4s 3H' .7bm .m1BD .TWIN .mm .mm NO -PI .40 rmm .mm .mW .mm .mR .mm aMl-0 QW40 fm-71 .mdt.] a7bm .mm .162E *TD'-R .mffi2 .m40 WGC .nY .maD .TWw .mm .M14) .rDm .Tam -MD. waW .mm .RVo .mm .mm .IDIm .7D'm yip S sR .Iam .moo .Ia-m .mm .TD1W .rum .roW .mm .Tb-W .mm .W1m e 6Y rmm .mPo .]am .mm .mW .rbm .1. .mW .Tb-W .mW .mm 6T .7dm .mm .mm .mm oom .7bm .mm Iz .Tam IM43 aam .mm .mW )4 .mW .m. .Tu-w f7bW BP .IUW .Mlm .Ibm NOTES 1)BEE SHEET d FORADORIONAL SAMttE CONFIGfIRATI0N5. 2)SEE SHEET4 FOR BNUBBERREQUWEMENfS. L FRAME WINDOW ASSEMBLY HEGHT TUBE.I r 1�0x m. wwOOWI WIDTH AODITK ANCHOR t� (4), IF REO SEE SHEETS 1 A 4 FOR WINDOW ANCHOR LOCATIONS AND OUANTMES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE PAODNCTRE,vLSCO meemplyi.g NiW DnF+m1M0 IIuBd'm84-� Acceptm"P' £ I cd O -1 m FQ W IL h N F Q W Z Dtl a d J 1 .- W LU w J to W a n p N aF N O Wco 0 O za $ O N O nZ W Z tYn 0 uYi 3 EL op Z K K aW :Q a x� Q I I11 1 NY LYNN 'l,, No.58705 TABLE 2(t. ALL DETAILS SHOWN FROM THE INTERIOR AS REOUIREO PER 2 TABLE 3. 6HEEr4 1 3 D 7 3 5 85 6 0 b 4 INTERIOR PRODucrr"Vow a e.P1veg vwhb we FTuida 08 nwmes coae Aa.P•,:, 1 -Of C 0 3 �� /r RnfsM By: oalc Reralon .`5 11Y LYNN r. No cnANo6s THLs sHEEr. rByy,Rea . • 'JCENSF .( ` �� ,� �� RevfseG W. Bale: Rerulon * : No. 50705 =A-'•.� li R �' �� l07o r6cHNOLocr onNE BOM AND CORNER VIEW J ROSOWSKI ��A A2DR1D?.' \_�� N. WNICE. FL 34275 n1e Dale: FSS NG \ (941) 480-1600 AWNING WINDOW DETAILS - LM & SM 08/08/12 "xh /'OIN. A1,-�``E sews: s`7 o�'" ' ac: 0. LITIN LILvett P.E. •n B'GHIBPF9FR+FD gW_7g0 NTS 10 OE 11 MDAW740LM C Ru 65705 CERT. OF AUTH. 29296 Item Owg. q Desedptl on Mat 1 7002 Main Frame Head, Sill &lamh 6083-TB Alum. 2 7071 Anchor Plate 8063-TB Alum. 3 70W Sash Top, Bottom&Side Rail 8063-T6 Alum. 4 7W8 Frame Corner Key Steel S 71109 Sash Corner Key Steel 6 7078 Frame Gasket Vinyl Foam 7 7W2 Sash Comer Gasket Vinyl Foam 8 7070 Bulb WeatherstdD.1S7"x.275" Flex PVC 70 SO 7024 Maxim Multi -Point Lock Steal 11 7026 Lack Support Plate Steel 12 7014 Multi -Lock Kee per Steel 13 7013 Tie Bar Guide Nylon 14 7019 Pe Bar Assembly Steel or SS 36 7W9 Maxim Projected Operator Steel 17 7030 0 erztorGasket Vinyl Foam 18 7031 0 Bator Backing Plate Steel 19 7051 0 emtor8 acerBlock Nylon 21 7034 O eratorTrack&Slider Steel 22 7023 Proacted Hinge. Manuf. b Truth Steel 24 Snubber, Anti -blowout Clip Steel 32 1713 Se[tin Block S/32"z3/16'x1-1/4" EPDM 33 1714 9ettln Blork S/32"z7/16"x1-1/4' EPDM 35 7036 BeadB 6063-T6 Alum. 3fi 7042 BeadC 6063-T6 Alum. 37 7059 Bead D 6083-T6 Alum. 38 1224 Vinyl Bulb Wst (Thick) Flex PVC 70 39 1225 Vinyl Bulb Wst Thin Flex PVC 70 50 Dow 8996111mn Backbeddin 60 7006 Screen Frame 310iH14 Alum. 61 7040 Screen Corner Key Polypropolena 62 Saeen Cloth Flbeiglasa 63 1635 Screens line EM. PVC 64 320 Casement Screen Spring Stainless Steel 7D 134 Add -on Flange 6063-76 Alum. 71 70M Frame Ass Tube e06bTfi Alum. 72 Maxim Pivot SliderAssembly Steel 80 tt8-32x 1/2"Ph. Pn: Mach. ScrTYPEB Stainless Steel 81 1357 t18x 1/2" Ph. Pn.6M5 Stainless Steel B2 N8x 6 8" FI. Ph.5M5 Stainless Steel 83 k8x7/8"F.H. Ph.5M5 Stainless Steel 04 Hex 1" FI. Ph. TEK Stainless Steel BS Ne x 1" Quad Pn SNS Stelnlese Steel Sfi #8%1- 2"Quad Ph SMS Stainless Sleet 87 R10x 1/2" Ph. TEK Stainless Steol 89 N30.24x 9/S6"Ph, Pn. TYPEF Stainless Steel 90 #12x 1" Ph. Pn. TER Stainless Steel NOR A • SILICONE HOT -MELT BUM p,91g .129' STRUCICONE SILICONE QT .052' 2701' STRUCTURAL FOAM O118'NOR. NOR. POLYISOBUT LENE 1/4'NOM. WITH DESICCNNT DESICCANT I 1.1ST '�2• EXT. GLASS EXT. GLASS r^ 2.7w A93' OFRAME HEAD, O SASH TOP, 71 FRAME SILL&JAMB BOTTOM&SIDE ASSEMBLY TUBE INT. GLASS W. GLASS #7002. 6063-T6 #7003. 6063-T6 717004, 6063-76 KODISPACE SUPER 1.299• 00 4SGTPS 01 SPACER®NXT'" I 1 .04P 1.000' 1�—��a"1• v1Br—F----4 r g� .ass I .423• —•-� —f 11— . ALUMINUM FIXED t REINFORCEMENT POLYISO. DESICCANT FILLAREA ANCHOR PLATE SCREEN FRAME ADDON FLANGE 16•NoR_— BUTYSEAS/iC NOM. O #7071, 6063-T6 60 #7006, 3105-H14 70 #134,6063-T6 FOAM GLA53 alnin�ea� a, cri E]CT. GLASS M8• .090' L �j .ow INT. GLASS INT. GLASS 9 DURASEAL® a3 XL EDGE" 1 SPACER SPACER 6 —T 35 BEAD B #7036, 6063T6 666 —T 35 BEnD C #7042, 6D83T6 Part Description Material 100 Kommeding 4SG TPS Spacer System 101 Duanex Super Spacer nXrvAth Hot Melt Butyl See this Sheet fir 102 Ouanex Dumseal Spacer Mateda s 103 Cardinal )L Edge Spacer neHrxcN�e IL8l ncrunla: rl�ani, oyoa aPrry —1 1— .172• .870�:4-- .gsg. T�— .559• 37 BEAD 97059,6063-TB '�Y:T•••CENS 'y� JR 05/25/17 NOCHANGESTMSSHET.NO. 5870 Dom, �` ••Fp i RerizeE 6y W(C Fevi6on EFU® Oeanipllm: 'tOrovn By: �A. 4'{ X EXTRUSIONS JROSOWSKI �,•'•!(�� 1070 TECHNOLOGY ORNE -'• ORIGP; ��C N. V NICE, FL 34275 v0e: 0etc ,,Sy,/OLVAL ENG�\� (941) 44ao-1m500 AWNING WINDOW DETAILS - LM & SM 08/08/12 'IIII LIIII \\\\ pfipoi6lWCAwC Se! �olel Yob: Sl:eee om,dp xa Fer. ^L`T++NM11Ef•PE "L`cl A.I.t°01 AW-740 NTS 11 OF 11 MD-AW740LM C P.E/59R5 CERi. OF PUTH. 29296 RECEIVED FILE COPY MAR 0 5 2019 MIAMI•DADE ST. Lucie CON_ nty, Permitting MIXMI-DADE COUNTY o PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/econnmv PGT industries, Inc. SCANNED 1070 Technology Drive North Venice, IT, 34275 BY SCOPE: St. Lucie County 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 "SH-700" Aluminum Single Hung Window —L.M-I. APPROVAL DOCUMENT: Drawing No. 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/05, with revision G dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0714.06 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. y NOA No.17-0630.08 rtiatawaoe couNry f �117 Expiration Date: March 26, 2021 r [ [ 2 Approval Date: November 30, 2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 05-1018.01 and 07-0322.06) 2. Drawing No 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09101105, with revision G dated 06106117, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 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, Durasealo spacer system, Super Spacer® NXTT"r 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 11116115, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No. 16-0714.06) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 ..4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 07-0322.06) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 ..2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4958 and FTL-5063, dated 10/03/06 and 11/21/06, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 07-0322.06) Manuel ere P.E. Product Contro Ex iner NOA No.-0630.08 Expiration Date: March 26, 2021 Approval Date: November 30, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FT1,4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOANo. 05-1018.01 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4649 and FTL4723, dated 08/11/05 and 10/05/05 respectively, both signed and sealed by Edmundo Largaespada, P.E. (Submitted underNOA No. 05-1018.01) 6. 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 A) Small 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, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4647 and FTL-4650, dated 08/11/05, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) 7. 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 an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4646 and FTL-4648, dated 08/10/05 and 08/1 VOS respectively, both signed and sealed by Edmundo Largaespada, P.E. (Submitted underNOA No. 05-1018.01) an iel er P.E. Product Contr I Exa iner NOA No. 7- 30.08 Expiration Date. March 26, 2021 Approval Date: November 30, 2017 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014) and FBC 6" Edition (2017), dated 06/22/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 03/17/16, expiring on 05/21/21. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51h Edition (2014) and FBC 61h Edition (2017), dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Laboratory compliance letter for Test Reports No. FTL4957, F11-4958 and FTL- 5063, issued by Fenestration Testing Laboratory, Inc., dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOANo. 07 032Z06) 4. Laboratory compliance letter for Test Reports No. FTL-4646, FTL-4647, FTL- 4648, FTL-4649, FTL-4650, and FrL-4723, issued by Fenestration Testing Laboratory, Inc., dated 08/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted underNOA No. 05-1018.01) 5. Proposal No.16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted underprevious NOA No.16-0714.06) G. OTHERS 1. Notice of Acceptance No. 16-0714.06, issued to PGT Industries, Inc. for their Series "SH-700" Aluminum Single Hung Window - L.M.I., approved on 08/18/16 and expiring on 03/26/21. anu r z, P.E. Product Co rol E aminer NOA-0630.08 Expiration Date: March 26, 2021 Approval Date. November 30, 2017 E-3 GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A.5116' LAMI CONSISTING OF (2) UTES OF 1/9' ANNEALED GLASS WITH A.09D-KURARAY TROSIFOL' PVB (BY KURARAY AMERICA INC.) OR.09P SAFLEX `°VB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) B. W16' LAMI CONSISTING OF (1) LITE OF 1/6' ANNEALED GLASS AND (1) LITE OF 1/8' HEAT STRENGTHENED GLASS WITH A .090" KURARAY TROSIFOL'PVB(BY KURARAY AMERICA, INC.)OR.090"SAFLEX' PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) G 5/16- LAMI CONSISTING OF (2) LITES OF US' HEAT STRENGTHENED GLASS WITH A .09W KURARAY TROSIFOL'PVB(BY KURARAYAMERICA INC.)OR.090"SAFLEX' PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) D. 711V LAMI CONSISTING OF (2) LITES OF 3/16' ANNEALED GLASS WITH A.090" KURARAY TROSIFOL° PVB (BY KURARAY AMERICA, INC.) OR.090' SAFLEX' PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) E. 7/16' LAW CONSISTING OF (1) LITE OF 3116-ANNEALED GLASS AND (1) LITE OF 3116- HEAT STRENGTHENED GLASS WITH A .090- KURARAY TROSIFOL'PVB (BY KURARAY AMERICA, INC.) OR.090' SAFLEX° PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) F. 7/1C LAMI CONSISTING OF (2) LITES OF 3/1W HEAT STRENGTHENED GLASS WITH A.090" KURARAY TROSIFOL °PVB (BY KURARAY AMERICA, INC.) OR.090' SAFLEX'PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) G. 13/16- LAMI IG: (1) LITE OF 1/8- TEMPERED GLASS, AN AIR SPACE AND 5116' LAM) CONSISTING OF (2) LITES OF 1/8' ANNEALED GLASS WITH A .W KURARAY TROSIFOL'PVB (BY KURARAY AMERICA, INC.) OR.090" SAFLEX' PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) H. 13116" LAMI IG: (1) LITE OF 1/8' TEMPERED GLASS, AN AIR SPACE AND SM6' LAMI CONSISTING OF (1) LITE OF 1/8' ANNEALED GLASS AND (1) LITE OF 118- HEAT STRENGTHENED GLASS WITH A.090' KURARAYTROSIFOIP PVB (BY KURARAY AMERICA, INC.) OR.090' SAFLEX'PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) I. 13116-LAMI IG: (1) LITE OF 1/8' TEMPERED GLASS, AN AIR SPACE AND 5/16- LAM[ CONSISTING OF (2) LITES OF 1/8- HEAT STRENGTHENED GLASS WITH A.090' KURARAYTROSIFOL PTVB(BY KURARAYAMERICA,INC.)OR.090-SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) J. 13116' LAMI IG: (1) LITE OF 118" TEMPERED GLASS, AN AIR SPACE AND 7/16- LAMI CONSISTING OF (2) LITES OF 3/i6' ANNEALED GLASS WITH A .090- KURARAY TROSIFOL'PVB (BY KURARAY AMERICA. INC.) OR.090' SAFLEX® PVB INTERLAYER (BY EASTMAN CHEMICALCOMPANY) K. 13116' LAMI IG: (1) LITE OF 118" TEMPERED GLASS, AN AIRSPACE AND 7/16" LAMI CONSISTING OF (1) LITE OF 3116"ANNEALED GLASS AND (1) LITE OF3116' HEAT STRENGTHENED GLASS WITH A.090'KURARAY TROSIF066 PVB(BYKURARAYAAIERICA INC.) OR.090' SAFLEX °PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) L 13116' LAMI IG: (1) LITE OF IM' TEMPERED GLASS, AN AIR SPACE AND 7116' LAMI CONSISTING OF (2) LITES OF 3116- HEAT STRENGTHENED GLASS WITH A.090' KURARAY TROSIFO�Y KURARAY AMERICA, INC.) OR.090' SAFLE%' PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) M. 13116" LAMI IG: (1) LITE OF 11W ANNEALED GLASS, AN AIR SPACE AND SMS' LAMI CONSISTING OF (2) LITES OF 1/8' ANNEALED GLASS WITH A .090" KURARAY TROSIFOL'PVB (BY KURARAY AMERICA, INC.) OR.090' SAFLEX' PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) 2. CONFIGURATIONS: 'OX' (1H. VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) 3. DESIGN PRESSURES: (SEE TABLES 1-3, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 13DD. S. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. CODLS /STANDARDS USED: A2017 RORe1A WILDING CODE (FBC), M EDMON �2014 FLORIDA BUILDING CODE [FBC), STH EDMON -ASNIE13D001 AANSVMVA NDS4MI5 FOR WOOD CONSTRUCTION AALUMIMIM DESIGN MANUAL ADM.2O15 'AISIS100.12 �AISC 360-10 NOA DRAWING MAP SHEET GENERAL NOTES.............1 GLAZING DETAILS ............ 2 DESIGN PRESSURES.......3 ELEVATIONS ..................... 4 VERT. SECTIONS ............. 5 HOR17 SECTIONS ............ 5 PARTS LIST ....................... 6 EXTRUSIONS ... ............ .... 7 CORNER DETAIL ............. 7 ANCHORAGE .................... 6-11 Metedel Min. F, Min. F. Steel SmaN, 92 ksi 120 ksi Elm IAtmCong 155 ksl 177 ksl 410 SS Elm CtGteFla& 127.4 ksl 189.7 ksl 6063-75 A0uNnlun 16 kS1 22 ksi A36 Steel 38 ksl 58 ksi Dr. 33 Steel Stud 33 kSI 45 ksl 4. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. S. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FT-4645, FTL4646, FTL-4647, FTL4848, FTL-4649, FTL-0650. FTL-0651, FTL4723. FTL4957, PTL-4958 AND FTL5063. ANSVAFSPA NDS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL 8. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. 9. THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 10. FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE W FT, ONLY GLAZING OPTIONS WITH TEMPERED CAPS (G-L) ARE ALLOWED. CERT. OF AWK.=96 NO.5B705 I FX eH95 J. Zf34J MM sTMmw u .. A. LYNN MILLER, P.E. II S1I760 N75 i d71 4040.20 G FL P.Elt 58705 12' NOM. GLASS BITE 1/8' ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1/8' ANNEALED OR HEAT STRENGTHENED GLASS fill". NOM' 5/16' LAMINATED GLASS 80,81 or 82 12'NOM. GLASS BNE Part# Description Material 71 Kommeding 4SG TPS Spacer System 72 Ouanex SuperSpacernXrwith Hot Met Butyl See this Sheet/or 73 Quanex Dumseal Spacer Materials 74 Cafnal XL Edge Spacer nErencnDE , w� nerun,a: F I wn+, neon saery WIG' ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 3110' ANNEALED OR HEAT STRENGTHENED GLASS 7/16-LAMINATED 7/16' LAMINATED GLASS 83,84 or 85 71-74 aEXTERIOR INTERIOR (ALL SECTIONS) P T;:� ' KURARAY TROSIFOL 112'NOM. PVBINTERLAYER GLASS BITE SAFE PVB INTERLAYER BY EASTMAN CHEMICAL COMPANY 70 11W ANNEALED OR HEAT STRENGTHENED GLASS 3116'ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER .090 PVB INTERLAYER 71 FT--1/8' ANNEALED OR HEAT STRENGTHENED GLASS -3j16' ANNEALED OR HEAT STRENGTHENED GLASS S/16'LAMINATED 7116'LAMINATED AIR SPACE AIRSPACE 1/8'ANNEALED OR TEMPERED GLASS 1/8' TEMPERED GLASS 13/16' NOM. 13+16' NOM. 13116" LAMI IG GLASS W/ 5116' LAMI 86,87,88 or 92 13/16" LAMI IG GLASS W/ 7/16" LAMI 89,90 or 91 n KODISPACE 4SG TPS 12' NOM. GLASS STTE HOT4ELTBU "' POLYei DEBIVD FILL. STBUGTDRAL� BUIYLENE N18'NDM SILICONE SEAL 3I18'NOM Y16•NOM. FOPM BUII'L6 SILCONE SFi Wif11 DESICCNfT RLESSSTED DEBICCPNi FOAM STAINLESS SrPFI KT.GL/55 EM. GLA55 Q 000 LAMI IS OUTBOARD LRES MAYBE UPGRADED TO &16' WITH NO CHANGE IN DESIGN PRESSURE. (�/ `INT. GLASS C�/v'`INT. GLASS `C!� `INT. GLASS a��' UCENSF:•.�(�fn SUPER DURASEALO XL EDGE'" `lt:' •^ No.007a6 ''P SPACER®NXTI'+ »SPACER R SPACER C T.eFxVr jss. JR 06N8^2 G xornwGEs ..� w.yw I.. A LYNN'MIL'LER, PE 'EIL v1n16 JJ. � '�H1,c'a'sv m" `J® BHrzn FDII 2 +11 •f04GT0 G FL P.E.#58T06 1N FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT wGTH GLASS TYPE 63' 1. 68" 70• 72" 74^ TABLE 1. 78" 4B" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -BO.D +80.0 -80.0 +80,0 -80..0 +00..0 --7805A.4 ++7804..00 --8740..0 go.. A,B,M +BO.D .0.0 +80.0 -80.0 +80.0 -60.0 +80.0 -80.0 +80.0 -800 +800 .80.0 +79.0 -79.0 57' A,B,M +80.0 ao.0 +60.0 -80.0 +80.0 40.0 +80.0 40 -78.8 +77.3 -77.9 +76.9 -75.9 A,B.M +80.0 -80.0 8D.O -80.0 +79.6 -79.8 +78.2 ME +78 6.9531181, -7 +75.4 UP To ED yr C.D.E.F.G.RIAKI. . +800 4DO +B0.0 -80.0 +00.0 40.0 +80.0 -6 -80.0 +80.0 40.0 +80.0 -80.00 STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 1 38 SI8' I 44` 1 60 6/8' 1 83" 1 72' 74• TABLE 2. 1 76^ 48' A.B,M !80.0 40.0 +80.0 -80.0 +60.0 1 -8D.0 1 +80.0 -80.0 1 +70.0 1 -70.0 1 +70.0 1 -70.0 1 +70.0 1 -70.0 60' A.S.M +80.0 .80.0 +80.0 -BD.. D +80.0 -80.0 +79.9 -79.9 +70.0 -70.0 +70.0 -70.0 +70.0 -TO.0 62" A.B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 1 +76.9 -7756.8 *70.0 -70.0 +88.8 438.8 +87.0 d7.6 63118" A,S.M +80.0 -80.0 80.0 -50.0 +0 +75.0 -0 +68.0 4B.0 +66.7 -66.7 +65.5 +35.5 UP TO 53118" C,D,E,F,G,H,IAK,L +80.0 6D.O +BD.O -80.0 +B.0840.00.0 1 -80.0 1 +70.0 -70.0 1 +7D.D -70.0 1 +70.0 1 70.0 OR ON FLANGED WIDTH HT. W/ GLASS TYPES: TEST REPORTS TABLE4. A. 5)16' LAM] - 1/8'A.090, 118-A) FTL4647, 4648, 4723, 4957 B, 5/16-LAM) - 1/8-A..090,11WHS FTL4647, 4648 C. 5116• LAW -(1/B'HS,.090,1/WHS) FTL-4647, 4648 D. 7/16' LAM[- 3116-A,.090, 3116'A FTL4615, 4885 E. 7/16• LAMI- (WIG-A,.090. Wl WHS) FTL4846 F. 7/19• LAMI- 16•HS„ 090, 3/16'HS) FTLAG45 G. 13116' LAMI IG -1/8' T, AIR SPACE, EMS` LAM] -(1/8-A,.090.1/B'A) FTL4646, 4723 H. 1311V LAMI IG-118"T, AIR SPACE. 5/16-LAMI - 11WA,.090,1/9'HS - FTL4646 L 13/16' LAMI IG-11W T. AIR SPACE, 5/16' LAMI- 1/6'HS,.090.1fWHS FTL4646 ' J. 13116' LAMI IG -11V T, AIR SPACE. 71W LAMI- (3/16•A,.090, 31IVA) FTL4648. 4650 K 13116"LAMI IG-1/B•T. AIR SPACE. 711W LAMI -(WIG-A..090, 3/16-HS) FTL4 19, 4650. 4958 L 1316' LAM] IG - IIW T. AIR SPACE. 711G LAMI - 3116'HS,.090, 3116'HS) FTLAS49, 4650 M. 13116'LAMI IG-11WA. AIR SPACE. 5116• LAMI .1/M.090, 1/8•A FTLS063 '0' MEETING RAIL HT. X 7H .0' HT. MEETING RAIL X IN WI. p• MINUS SASH HT HT. ' I MEETING RAIL L .x �H NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF+64.0 PSF OR LOWERAS SHOWN IN THE TABLES. NEGATIVEDESIGN Q. PRESSURES ARE UNEFFECTED. = # No. 58705 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1-FROM THE FLANGED TIP -TO -TIP FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 SM' MINIMUM TO 3V MAXIMUM. = A 4. GLASS TYPES C, G, H, AND I MAY BE USED IN SASH ONLY �o•,�' 5. REFER TOANCHOR QUANTITY TABLES 5-8 FOR ADDITIONAL DP 1o1o79cBNaaa7owv6 �'°1^• �'� •• LIMITATIONS. 9.v6rv¢8,nxn5 rr,1_r--, T= DESIGN PRESSURES C 7.OFPUIK� P.E. I I w? ^A"° I s I NTS1 3• 11 1 4040-20 1 G I FL RE A 58705 11 5311V MAIL FLANGED WIDTH 5211W MAX. I.F. WIDTH 48 SIB' MAX. FIXED DLO (ALL) ID � 75- MAX. F. IpJ HEIHT SEI D j TF 76 MAX. A DLO Tj TABLE x (MAX.) 48114' MAX. DENT BUD (ALL) DETAIL A ill X � � MAX SASH 75H MAX I.F. HEIGHT SEE TA 76- MAX FLANGED 1.HEI HT SASH SASH SEE DLO HEIGHT 0 X j 75' MAX. A I.F. HE 76H AX. FLANGED HEI HT S NO 4 DETAIL B VIEW (STANDARD SASH) E--i 175'!N E� HEIFI 0 j X j 20H SASH HEIGHT DETAIL D DETAIL E VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH) NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON ATHREE OVER TWO FORMAT. CEM.OFAM.I C—� I C-i 0 j X j 7S MAX. F, HEI HT 76H MAX F ANGED �}L- HEI HT SEE N E4 DETAIL C RADIUS TOP (STANDARD SASH) ILUM. SINGLE HUNG WI swro NTS 4 w 11 No. 58705 SrATEc �1 ;CNA -L e%I IMPACT A. LTNN MILLER P.E. 404020 G FL P.E.A 58705 F--2.764'--1 NOTE: MIN. (1) SWEEP LATCH AT VENT CENT ERLINE OPTIONAL BOTTOM LOCKS,(1) 6' FROM EACNOTE: BALANCE PARTS USED 1 INSIDE MAX VENT DAYLIGHT N SASH WEIGHT 31 INSIDE,15,16 FXE T7D LITE 7, 8 OR 17 25 DAYYUGGHT OUTSIDE VENT (LOW SILL) I I I OUTSIDE MAX. FIXED DAYLIGHT OPENIN ,— MA MAxwIDTH G SECTION A -A INTEGRAL FIN (I.F.) TRAME SECTIONS INSIDE 47 50 z. a6 HIGH SILLAi— HIGH SILL HEAD JAMB OUTSIDE OTE MOVE (b4J I / ......... i47%SEE oNLTRALIFT 69 ULTRALIFT =*: No. 56705 :P = 12pryLy SECTION C-C // •*_ SECTION B-B (LOWSILLSHOWN> ALTERNATE HIGH SILL RADIUS TOP (HEAD DETAIL -FLANGED VERSION) ° YJ/� tON IEpWGLGGYD6NE RWN�.R>azm SECTIONS ',�s''••`.�oRlDn,� . S/ ryerlaeo-lmo >r 'YYr�NAL1EN1`` JR G&ffi'1T G xoawvoESTH13316:ET. �+TGT""^T'�B meewexrermr ALUM. SINGLEHUNGWINDOW,IMPACT ��+^ °�' �'� .t A LVNN MILLER, P.E. FlC v1N5 Jl T113DT wuoxnum,.m� slam Hatl 5 s 11 4000.T0 G FL P.E.N 0705 55 56 (9411 GB IM MRLOFNIRLI REM DWG# DESCRIPTION PGT# fi0 1635 SCREEN SPLINE-.135 DIA HARD 61635K III SCREEN CLOTH 61BIS 63 505 GLAZING CHANNEL(.688 X.500) 8533402 64 1161 #6 X1.000 PH. BUGLE TEK 708X1 67 GLAZING TAPE, 1116 X 72-7/16 LAN8 62BVI510 68 4051A SASH BOTTOM RAIL (HIGH SILL) 64051 88 4050A FLANGE FRAME SILL(HIGH SILL) 64050 70 SILICONE, DOW791,899,995 OR GE7700 80 A GLASS, 5/16' LAMA, 018'q.090 PV8,11WA) 81 IS. GLASS, 5/16'LANA, 1/9"A.090 PVB,I/B-HS 82 IC.GLASS, SM6'LAM.(1/8'HS,.099 PVB,1/8'HS) 83 ID. GLASS, 7/16' LAND, (3/16-A.09D PVB,31I6'A) 84 E. GLASS,7116' LAMP, 3/16"A.090 PVBX16'HS) 85 F. GLASS, 7/16'LAM. 3/16"HS,090 PVS,3/16"HS) 86 G. GLASS, 13/16" LAAO IG; I/M AIR SPACE, 51I6" LAM, (1/8'A.090 PVB,1/8'A) 87 H.GLASS. 13116"LAM IG,I/8"T, AIRSPACE, 5/16--M.(1/8'A.090 PVB,1/8'HS) 88 I. GLASS. 13/16' LAM IG 1/5'T, AIR SPACE, 5/16' LAMI, (I/B-HS..090 PVB,1/BR/S) 89 J. GLASS, 13/16'LAMI IG; 11M, AIR SPACE, 7/16"LAM, N6'A.090 PVB,3/16' ' 80 K GLASS, 13/16" LAM IG; 1/8'T, AIRSPACE, 7/18' LANE, 3/16-A.090 PVE,3/16-H5 91 L. GLASS, 13116" LAM IG; 1/B"T, PIR SPACE, 7/18' LAMI, 31WHS,.090 PVB,3116'HS) 92 MGLlSS,13/1fi"LAM IG; 118"A AIR SPACE, S/16"LAM, I/B"q.090 PVB,1/8" �2730 062 47 FRAME, I.F. HEAD #4071A, 6063-T6 49 FRAME, I.F. HIGH SILL #4073A, WWII 48 FRAME, I.F. LOW SILL #4072A, 60633T6 2.3]4----j 2. 1 06 THHICIC NOM KNESS 50 FRAME, I.F. JAMB #4074B, 6063•T6 (USED AS RADIUS TOP HEAD) N0.5B705 .1R a6i6x] a xo cwwcFs mis sneer. L-I� �. 11y1 w.- .. A LYNNAULLER; P.E. NTS 6 ✓11 4040,20 G FL P.E#58705 I.F. FRAME SEALANT ALONG ENTIRE JOINT 1 Or 47 II. I.F. FRAME I 2 �% ♦r-2.704� I II II 2.830 383 .062 2.330 .062 ,J_ 6or 50 OFLANFRAMEHEAD �6 4 1 O3 FLANGE FRAME SILL (LOW) t 749 #4003C, 3_T6 1 2.710 ,062 A90 F-1.5,3+1 .738 040 .062 71 SASH OFLANGE FRAME JAMB O #4025.6063O5 17 5AS#40 30 63.Ts #4DD4, 6063-TS (USED AS RADIUS TOP HEAD) -+{ 1.342 I-- .062 � I�Ii 21 FIXED MEETING RAIL #4064A 6063HD-T8® W.062 ��ITTI .707 23 SASH TOP RAIL #4006C, 6063HS•TO i WELD UV6 Of 50 ALONG SCREW SEALANT OR GASKET BOSS (2) ( AT HEAD AND SILL I VIEW D-D VIEW E-E (111&VIEW HEAD B SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) _ _FRAME CORNER CONSTRUCTION 'I OSO 1.165 I — ��.078 1.096 .062 1'3149 GLAZING BEAD, 5116" 41 #4039B, 6063-T5 31 SASH SIDE RAIL #4008. 6063-T5 28 SASH BOTTOM RAIL (LOW) #4007. 6063•TS ' II��11rr""'##O60 I ' @ 678 1.096 6666 111111444444�����-{-�"-IT O GLAZING BEAD 7/16" 04222,6063.T6 ISFLANGE FRAME SILL (HIGH) 68 SASH BOTTOM RAIL (HIGH) #4050A. 6063T8 94051A, 6083-T5 CFRUfafA189 O50�.678 ,.115�� 45 GLAZING BEAD, 7/16" #985C, 6063�TS (USED Wf GRILL KIT) .050- 678 1.098-{T 42 GLAZING BEAD, 5/16" #40440. 60 T5 (USED W/ GRILL KIT) 683 DWI —r�--�1.097 Half 7 + 11 m00nrk i *..- N.. 58705 %�O `•.ieo I•�• R DETAIL ' "„ •• � IMPACT �a CiIx4DN,�b E. 4040,20 G FL P.E.#M705 ANCHOR QUANTITIES FOR III FLANGED WINDOWS TABLE 5. WINDOW HEIGHT SUBSTRATE 28.603 34.603 40.603 46.603 62603 58.603 1 64.603 76.0D0 ANCHOR TYPE WWDOW GLASS p HOrv�^ZO U U p '4GNO^otN-ipNZO^prm.TONp^p�fONO U U p U p pV U p U U ^pcfONO^Or(ON p U U p U z--O U p itUNO^O U V V U U U U U U U V U U U V V V WIDTH TYPE C,D;E,F,G, 1 i 11119.125 H,LJ,KL 1.2 1 i 1 2 1 1 1i2 2T2 172 2 2 2 2 2 j 2 2 2 2' 2 2)'2 2� 2 2 2 2 2 212 212 2 2 2' 2 213 212 3! 3AB,M1 2 11 2 tii 12 F-2112 2l2 2 2 2!2 2i2 2i2 212 2!2 212 212 212 2I2 2i2 2j2 2'3 2'2 131 C,D,U.G, 1 1 J211 1 1 1 1 1 1 1 1 1 1 1 1 1 11111i 1 L�1 J,K,L 1.2 111 2 1 2T T 2 2 1 2 2 2 2 2 .-----H, 2j2 2 2 2t2 2;2 2 2 2 3 2 2 2;2 213 2'2 2i3 3i3 22 3 3 24.000 1 11 11 1 1 1 1 111 1AB,M12112112122j21j22!22T221'2222j221221 232221221,3222 j33�32'231.3C.D,E,F,G, 1 1 1 i 1 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 2 1 1 H,LJ,KL 212 Ti 12 22 213 1 22 2T3 213 2;2 2 3 2;3 2;2 2 3 313 2i2 313 3 4 3 2 313 3 4 3�3 4 4 32.000 ASM.__.....r__.—_ 1 1 1 1 ._,_. 1 __ 1 _._. 1 ___ 1 ___ 1 1 ._„ 1 _,... 1 ._ 1 1 T ._ 1 ._ i 1 -,._ ._ 1 _ 1 1 .. _.. 3 2 1 ._ 3 3 ._. 1 3 4 1 ... _ 33 1 4 4 1'2 N2 22 2i3 1 2 2j2 2i3 ii2 2 3 2j3 2 2 2 3 2�3 22 2 3 3 3 2 2 3 3 3 4 C,D,E,F,G, 1 1 1 1 1 2 1 1 2 1 2 1 _2 2 1, _2 2 1 2 2 1 2 H,LJ,KL 2 2 ,,.1 1j2 2r 23 1i2 23 2r 2;2 2J3 23 2 2 _2 2 3 2 3 2j3 2 3 3 4 2j3 3 3 3 4 3 3 3 4 35 3 3 4 4 3LWU 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 ASM.. _. 212 .._....r_ 1 2 212 ... ... 2 3 ... 1 2 ..,_ 2j3 ...._._._......_ 213 2j2 213 _.__ 2j3 -L. 2I2 _.!_. 213 ....�... 2'3 _;_ 2i3 ......... 2 3 .. 3�4 _r.....�._ 2 3 3.3 __..._.-.. 3�4 3 3 -T_.....-......._ 314 3 6 3'3 4 4 PSFj 79 C.D.E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 _ 2 ._r_ ... 2 2 T_ 2 ..�_.. 2 2 2 __. _. 2 40.000 H,LJ,KL 2 2 .._.. 1j2 212 _ 2 3 ..._ 211 . 23 213 .... 2)2 _.._ 2 3 2j3 _2 2I3 _ 2j3 -.... 2j4 _�- 2j3 . 3 3 3 4 2 3 314 3 5 3 3 3 4 415 3 3 4 4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 AB, 2 2 1 2 2 2 2(3 2i2 213 2j3 _2 2 2 _2 2 3 2J3 213 2 3 1.2i4 213 _2 3j3 3 4 2T3 3j4 3 5 3 3 314 4T 3 3 4 4 PSF 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 44.000 H,LJ,KL 2 2 2�2 2 2 2 3 2j2 2 3 213 2 2 3 3 214 2 3 3 3 3 4 2 3 313 3' 4 2 3 3'4 319 3 3 314 4 5 3T4 4 5 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 22 2 2 2j3 2.2 213 2 3 2j2 3 3 2 4 2'3 3 3 3'4 2�3 3 3 3 4 23 314 3 5 3 3 3j4 4'5 3T4 415 PSFk7979C,D,E,F,G, 2 .. _ 2 _._l._—"-_i 2. 2 2 2 2 2 _. 2 _ 2 2 2 2 2 2 3 ........._48.000 2 2 3 2 2 RLJ,KL 2r32!2 213 3i4 2j3 313 3I4 2 3 3 4 3T4 2:3 3 4 3 5 3 3 3 4 3 5 3 3 4 5 4 6 3�4 5 5 AB'M 2 2 3 2 412 2 2j3 2 3�4 2 2 3 2 3 3 2 3 4 2 213 2 3F4 2 -3 4 2 2j3 �21 -314 2 3 5 _2 3 3 _2 3r4Ti 3 2 313 2 415 _3 4'6 .�TT2 sl4 2 515 PSF 72 79 79 C,D,E,F,G, 2 2 2 2 2 �_. 3...._2..._2 _3. �_...3 3 1 3 53.125 H,LJ,K,L 2 2 . 2j2 2 2 2 3 .T.. 2'2 _2- 2'3 . 3�4 2'3 _2... 3'4 314 .� 2'3 _2.. 3 4 _3_. 3'4 ..? 3r3 _?.. 3 4 3 5 3 3 4 4 4I6 3 4 4,5 4 6 3 4 5i6 ASM_�.. 2 2 2 2 212 2 2 2 2 2 3 2 ___.. 2�2 2 __'T'—._.. 2j3 2 3 4 2 2!3 2 3r4 2 314 2 _.. 2 3 2 ..., _... 3i4 3 ........ 3;4 2 3T3 2 3j4 .. 3 3r5 2 _..7.. 3r3 2 4;4 3 _-... 4i5 2 ..r 3 3 -.. 2 415 .. 3 4i6 2 3 4 3 ....(_ 4 5 CEU..0FAUM.eA:69 ANCHORAGE NOTES: 1. ANCHORTYPES: 1-114-ELCOULTRACONSOR#12 SCREWS INTO METAL 2- IW ELCO SS4 CRETE-FLEX 3-#12SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE HEAD -18112- MAX. FROM TOP CORNERS JAMBS - 17 10 MAX. FROM TOP CORNERS 1FMAX. FROM BOTTOM CORNERS 6- MAX. BELOW MTG. RAIL SILL -ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE V LESS. S. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. 6. SEE NOTE 4, SHEET 11 FOR METAL SUBSTRATE REQUIREMENTS. TABLE KEY: MWX. PSF (DP LIMITED) 118 HEAD 2 JAMB ABOVE 2 3 MTG. RA L JAM BELOW MTG. RAIL (FLUOF) HEAD 2 nr Mivn DeEefio4K1 JAMB ABOVE 2 3 .NY MTG. RAIL LYIyH JAMB BELOW '�. i!cervsE MfG. RAIL SEE TABLE 1 FOR _= * : No. 58705 FULL DP JR a6O&17 a NO CNANces Tws snE>=r. w,uw.een ILJ V V 1 LU ..�.�e er a.s e..ae I A LY P.E.# r8705 E. 91No NTS 8 e 11 4040-20 G FL P.E.#58705 ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. WN DO W HEIGHT ' SUBSTRATE: 29.855 37.155 1 44.655 52.155 59.655: 67.155 74.655 70.000 ANCHOR TYPE ❑ w0 cip`�O 0 2�Z�0 .0 ONQNO ❑ o Z�ZMO U OP+9N0 ❑ o Z�2 U O�iQ�'O'O ❑ 0 O Z U Zn0 ❑ NQN O Z O'-ONgNO U Z�'LO ❑ 0 Z—ZmO U ONQNO ❑ 0 Z'-Zv?O U ONQNO ❑ 0 Z"Z O O WINDOW GLASS WNTH TYPE 5 V 0 ri 0 U S o U S 0 U 5 0 0 S 0 U 5 0 U 5 0 O C,o,E,P,G, K,L 1 jTj _7 111 1 1'1 2 2 2 1 2 2 2%2 211 2'2 2i2 i�2 ._...._. 2T2 _ 2Ti .. il'2 1 .__ ...T. 22 Y 22 1 ___...__. 2!2 1 2'2 _. 1 3�2 ._ 1 2 2 __ 1 3�2 1 T.. 3 2 1 _-,_ 2I2 _. 1 3�2 19.125 A,B,M 1 - 1 --.—. 1 -. 1 1 ...._._ 1 1 _..._ 1 _. 1 1 _�..____T_....�._ 1 1 1 1 1 1 _. .._._. 1 i _.. 1 1 ._ ......,_ 1 1 __ _._r_._,_ 1 1 1T1 1!1 1R 2T2 2 1 2T2 2I2 2T1 2!2 2!2 2'2 2 2 2 2 2r2 212 2i2 2T2 ii2 3i2 2 2 3'2 3 2 2+2 312 PSF 79 24.000 H,I,J,K,L 1 1 1T7 1 1 212 1Tj 2T2 2 2 2;2 212 2I2 2 2 2 2 2i2 2T2 312 3 2 _1__1 2(2 3 2 3(2 2 2 3!2 312 2I2 3(2 1 1 1 1 1 1 1 1 1 A,B,M 1 1 .1 fI1 1(1 2�i 1 1 iT2 212 2T2 02 i(2 2 2 2-T2 2Ii 2I2 3i2 3 2 2!2 _1 3�2 3 2 2 2 3 2 3`2 2i2 3 2 PSF 68 77 32.000 C,D,E,F,G, HJAK,L 1 1 1 1 111 1 1 1 1 2 2 1 2!i 1 2!2 IT 213 1 2T2 '1 212 2 313 1 212 1 3 3 2 3 3 i 312 1 3 3 1 3 3 1 2 2 1 3'3 i 4 3 1 3 2 1 4 3 1 4;3 1 3'2 1 4,3 1 i 1 1 1 i 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 ._.. 1 __ i _� A,B,M 1 1 ___ 1i1 1 11212 ._. �_ 2 2 .�_ 212 _. _. 2 3 _ .. 2I2 __ 2 2 3 3 . 2T2 _ 3I3 .. 3 3 _. 3;2 _._ 3!3 313 __ 2I2 _ 3�3 ._ 4i3 - 3�(2 ......_ 4i3 4!3 3�2 4I3 PSF 59 67 78 ' ED. E,F,G, 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 ._ _, 1 .....,._...r...._r.... 2 2 1 2 2 _..._. 1 ..._.. 2 _...,_. 37.000 H,I;J,K,L i i 1T1 7 1 2 2 .ii 2. 2i2 _..1 2!2 _ 2('3 _ 2T2 ._r.. 2 3 ..._,._ 3i3 .. ...._..1_ .. 2 2 313 ... 3i3 .T_ 3�3 _L._ 43 3 3 3j2 3 3 4 3 3'i,2 4 3 4 4 3'2 413 A;B,M 1 1 1 1 1 j 1 1 1 2 2 2 1 2T 1 2T2 2 2I3 1 2 2 2 2 3 2 3 3 1 2T_2 2. 313 2 313 1 3F3 2 4T.3 2 '3 Ti 1 3T2 2 23 2 413 _7 3I2 2 45 2 414 1 3 2 2 4T3 PSF 54 79 62 79 40.000 C,O,E,F,G, H,LJ.KL 2 1 1 2 1 1 2 1 1 2 2 2 2 2 2 2 2 2 2 213 2 212 2 3T3313 2 2 2'2 2 313 2_ 4T3 2 3T3 2 413 2 3T3 2 3]•3 2 4T3 2 414 2 3,3 2 4I3 2 414 2 313 _2 53 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 A,9,M 1 1 1 1 1 1 2 2 _. 2!2 .. T 2,2 ...T..._T.....-...._�..._r. 2,3 22 3,3 3:3 2.2 __..._7_. 3I3 413 .. 3T3 43 Ti 363 .. 3)3 .-.._..._..._...�_. 4'3 4 4 3 3 ..1_.. 4 3 4:4 3,3 .�._. 513 PSF 49 79 56 78 79 C,D'E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 44.000 H,I,J,K,L 1 1 1 1 1 1 2 2 2 2 2 2 3T3 22 313 3;4 2 3 3�3 4j4 3 3 4;3 4!4 3,3 !3 J3. 4143I3 4j3 4,4 3 3 514 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 A,B,M 1 1 1 1 1 1 2 2 2(2 2 2 3 3 2!2 313 314 _2 2!3 3l3 4'i4 _2 3I3 4'3 44 3 3 4 3 4!4 _2 3 3 413 _2 4(4 313 5�4 PSF 45 74 61 74 78 79 C,o;E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3_ 2 2 3 2.- 2., 48.000 H,I,J,K,L 1 1 7 1 1 1 2 2 212 2 2 3 3 2T21,3 3 3 3.4 33 3T3 44 3I3 4:4 4T4 3�3 4,4 4i4 4 3 5 4 4 4 4 3 514 2 2 2 2 2 2 2 2 2 2 2 2 3 '2 2 2 2.. 2. 3. 2 2 3 2 2 A '' 4 1 1 1 1 1 2 2 .._..... 212 2 2 3 3 .._.__ 2i213 ._.... 3;4 . 3(3 3(3 414 3i3 4 4 4!4 .., 3:3 _ .. 4!4 _ 4�4 __ ij 4 3 5?4 _ 4 4 4;.3 5'4 PSF 41 67 461 67 76 79 C.D.E,F,G, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 `, 3 2 3 53.125 H,L1,K,L 1 1 1 1 1 1 2 2 2'2 2 2 3 3 i 3r3 4 4 3I3 4T4 4�4 3�3 4 4 4 4 3'3 414 --Ti2 T 4T3 5�5 4�3 514 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2A.BM 1 1 1 1 1 1 2 2 2!2 2 2 3 3 3!3 313 4:4 3T3 4 4 4i4 3,3 4;4 4;4 3:3 4;4 5'4 4T3 5T4 514 4�3 5,4 c .CFAUTH.mreea 1. ANCHOR TYPES: 1-114 ELCOOLTRACONS 011912 SCREWS INTO METAL 2.1W ELCO SS4 CRETE-FLEX 3-912 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD-18172' MAX. FROM TOP CORNERS JAMBS -1710 MAX. FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS 6-MAX. BELOW MTG. RAIL SILL- ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE V LESS. 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. 8. SEE NOTE 4, SHEET 11 FOR METAL SUBSTRATE REQUIREMENTS. TABLE KEY: MTG. RAIL JAMB BELOW MTG. RAIL JAMB ABOVE 2 f MfG. RAIL 11,k LYryN JANE BELOW ��'C,:'E•' ,ICE MTG. SEE TABLE 2 FOR Z 'k ' NO. 66705 - FULL DP SH= I NTS 1 9 • 11 1 4040.20 ANCHOR QUANTITIES ABOVE MEETING RAIL HEAD & JAMBS CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. WINDOW HEIGHT MINUS SASH HEIGHT FROMTABLE 8. SUBSTRATE: 17.125 22868 28.211 33.754 39296 44S39 50.382 55.925 ANCHOR TYPE: ❑ NOg 5 O �p`-p V U V ❑ NpOp�❑�❑agg 5 U U O U ❑ g ❑ �O U u MONOg U ❑ 5 U �O`O U U V ❑ NO�❑�O U U U U ❑ NO $ U �O�❑�i U O U ❑ gOg�O'-O S O V ❑ U ❑ NOgS j U OHO V ❑ U WINDOW WIDTH GLASS TYPE 19.125 D,E,F,J, K,L 1 1 1 1 1 1 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1., 2 . 1 2 1 2 1. 3 1 2 1 3 1 3 1 2 1- 3 1., 3 ,. 1 3 1_ 3 24.000 D,E.F,J. K,L 1 1 1 1.. 1 .-1��-2��-2 1 1 _.. 1 .2 „7 .„ 2 1.. 2 _ 1. 2 1 2 1 -.2... t _. 3.. 1 3� 1 2 1 �3 1 3 1 2 1 ff 1 3 1 3 1 3 t 3 1 3 1 .... 4 32000 D•E,F,J, K,L��j 1 1 1 1 2.. 1 .2.2 .1,,.2 3 1 23 1 2 3....3... 1 1 ...3 7 3 1 2 1 3 1 4 1 3 1 4 1 4 1 3 1 4 1 5 1 3 1 5 PSF 79 37.000 D,E,F,J, K,L�-1 1 1 1 i22 2 1 1 2 2 7 2, ,2„ 3 t..... 3 2 4-3 2 1 3 2 3 2 4 i 3 2 4 2 4 1 4 2 5 2 5 1 4 2 5 29....2.-3 PSF 79 79 79 79 1DDD0 DDE,F,J, K.L 2 ' 1 2 2 1 2 2 2 2 2 2 2 _...... 3 2 __-. 3 2 3 2 ..-... 4 2 3 2 ..... 4 2 4 2 3 2„ 4 „2 _ - 4 .. 2... 3 2 5 2 4 2 _......_ 4 2 ... 5 2 ....... 5 2 ...... 4 2 ....... 6 PSF 791 1 76 79 1 771 79 1 79 1 79 44.000 D,E,F,J, K,L 2, 1 2 1 2 1 2 2 2 P 2 2 2 3 .._2.-. 3 2 3 ..2_. 4 _ 2 4 2 4 _ 2 4 _?.,.. 3 2 5 2 4 2 3 2 5 2 5 2 4 _2 5 —1- 5 2 4 2 fi PSF 78 79 70 79 79 71 79 73 16 48.OD0 D,E,F,J, 2 2 2 2 2 2 2 3 2 2 2 2 6 2 4 2 5 3 5 2 4 2 8 3 - 5 2 4 2 8 3 6S 2 2K,L B.PSF 1 2 2 2 3 3 3 4 4 7f V22 71 79 84 7466 77 69 69 63125D,E,F,J. KL 2 2 2 2 3 2 2 3 2 4 3 4 3 5 2 4 3 5 3 6 2 6 3 fi 3 e 2 6 3 7 3 fi 2 5 3 7 1 2 2 2 3 3 3 4 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SASH HEIGHT SUBSTRATE:J12 15.776 18.776 21376 24.776 27.776 30.776 31.106 ANCHOR TYPE.❑jou $��NH8�N'NO 000 o �+ pop u oz u ,., pz�+pp o u pzp u pzOnpop o t1 pp2 u+ pzp�+pp UN�'i3NwmTH19.125 pzpzo zzWIDOW 2 L 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 24000 2 22222 2 2 33 2 2 32.000 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 37.00079240.000742 2 2 3 2 3 3 2 T 3 3 3 3 4 3 3 4 3 4 4 3 4 68 78 44.000 2 2 2 2 2 2 3 2 3 3 3 3 4 3 3 4 3 4 5 3 4 5 3 4 8,7 72 79 48.000 2 2 2 2 2 2 3 2 3 4 3 3 4 3 4� 4 3 4 5 3 4 5 3 4 73 58 66 72 53A25 2 2 2 2 2 2 3 3 3 4 3 4 4 3 4 5 3 4 5 3 5 5 3 5 CIMT. OF AM. NOM ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4' ELCO ULTRACONS OR 012 SCREWS INTO METAL 2-IX ELCO SS4 CRETE-FL 4112 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD- 110MAX. FROM CORNERS JAMBS- 1712° MAX. FROM TOP CORNERS 11 72' MAX. ABOVE THE MEETING RAIL FROM MAX. MTRAIL 15 75° MAX, FROM BOTTOM CORNERS SILL -ANCHORS NOT REQUIRED 3. DETERMINE THE QUANTITIES FOR CUSTOM VIEW WINNOWS FROMROM TABLES BLES 7. AND 8. USING THE DIMENSIONAL CRITERIA NOTE USE TABLE 7. FOR ABOVE THE MEETING RAILIL AND TABLE LE 8. FOR BELOW. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW WINDOWS ARE MIN. TO38'MA S. TABLE WIDTH AND HEX. D HEIGHT DIMENSION ARE FOR FLANGED WINDOWS, INTEGRAL FIN DIMENSIONS ARE t'LESS. 8. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. 7. SEE NOTE 4, SHEET 11 FOR METAL SUBSTRATE REDS. TABLE 7. KEY: MAX PSF SEE TABLE 3 FOR (DP JMTED) 112 FULLDP HEAD 2 JAMB ABOVE 2 NITG. RAIL (FULL HEAD EAD 2 JAMB ABOVE 4 MTG. RAIL TABLE 8. KEY: MAX. PSF (DP LIMITED) 112 JAMB BELOW1 2 MTG. RAIL FU( LLDP)e : .ICENSE JAMB BELOW 2 MTG. RAIL = *! NO.58705 SEE TABLE 3 FOR - FULL DP GI" 1 4-: +-..,+ -G A LYNN MIMER, P.E. oa„ey. om. Tiwre as vo.was we ® &Uva NTS 10+11 404a.20 G FL REV 50705 FK. )/L9N5 J.J. T2YDl ,unr,�naxfscreo Y. 1-3/4' MIN. EDC WOON ANCH01 242" MIN. EDC EFLEXANCHOI 3.35 KSI MIN. CONCRETE OPTIONAL ix WOODBUCK (SEE NOTE 3) 1-1/4" MIN. EDGE (0 1.3/4' MIN. EDGE (COP 1/4° MAX SHIM I 2-10 aEXTERIOR INTERIOR (ALL MEAD AND SILL DETAILS) WOOD ANCHOR (SEE NOTE 2 & 3) CONCRETE ANCHOR (SEE NOTE 1 & 31 2x WOOD BUCK (SEE NOTE 3) 1•MIN. EDGE MIN. 13""o k IN _ 1/4° MAX SHIM SHIM DETAIL A DETAIL B TYPICAL FLANGED HEAD ANCHORAGE I I 1-314' MIN. EDGE (ULTRACON INTO CONC.) r2-12' MIN. EDGE (ULTICRETEFLEX INTO CMU & CRETEFLEX INTO DOING) 1 3/8• MIN. 1/4• CONCRETE ANCHOR, FH BELOW MEETING RAIL (SEE NOTE 2) 335 KSI MIN. CONCRETE „e,• ;•�— OR 1.5 KSI MIN. CMU 1x BUCK OPTIONAL WITH SOLID CONCRETE OR CMU SUBSTRATE (SEE NOTE 3) DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 131' DIA. MIN. x 212' NAIL, AT CORNERS AND 5' O.C. EDGE SHIM Nu es: 1. FOR CONCRETE APPLICATIONS IN MIAW-DADS COUNTY. USE ONLY MIAMI-DARE COUNTY APPROVED I/4'ELCO ULTRACONS OR I/4'SS4 CRETE-FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 We FOR ULTRACONS INTO CONIC., 2-1/2"E.D. FOR ULTRACONS AND CRETEFLEX INTO CMU AND CRETEFLEX INTO CONC. 2. FOR WOOD APPLICATIONS IN MIAMI-DARE COUNTY, USE #12 STEEL SCREWS IDS), 1/4' SS4 CRETE-FLEX FOR DETAILS B & D OR 0.131'0 x 2-1/2"COMMON NAILS (F1867 NL CM S-07 Z (8E)) 8d PENNY SS ZINC COATED COMMON NAILS, TYPE I, STYLE 1D—FIN MOUNTED ONLY (SEE DETAILS E, F AND G THIS SHEET) 3. WOOD SUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 12•. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE 1 12' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM, THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 1/8-THICK. FOR ATTACHMENT TO STEEL OR STEEL STUDS. THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 33 KSI AND A MINIMUM OF .045° THICK. THE METAL STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILARTO THAT SHOWN IN THESE DETAILS FOR 2. WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE METAL IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED. S. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 6. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE DGE FLORIDA BUILDING CODE. WOOD ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 2) INTERIOR (ALL JAMB DETAILS) EXTERIOR �/ 1 11 1/4' FRAME MAX. SHIM .131' DIA MIN. x 212" NAIL, AT CORNERS AND 5' O.C. WOOD FRAME J 1 II L,131'DIA MIN. v4• 14 x2la' MAIL.ltlfnll� Dl�l 111 MAX. ATCORNERS a t1DFlusp SHIM AND 5'D.C. 2-12•EMBEDMENT DETAIL F, (HEAD) DETAIL E, (JAMB) DETAIL G, (SILL) TYPICAL INTEGRAL FIN ANCHORAGE toi u- JR OSNBH] O REVISTGTDMATCHNEWTOATBCNJCHCRAGE CEaT.m/.UMf6DG 1 I I /v-'/ivi. crrvo�c nc,vra rrn ✓vrry rrv�r�a• li rr' m..sr we ul.ae °iPou "xaa�sc. \ \� µoJ w.wr A LVNf�FAILL�R, P.E. sR100 NTS 11 + 11 4040.20 G FL P.E.4 58705