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HomeMy WebLinkAboutPGT FD555 M IAM I•DADE MIAMI—DADE COUNTY,FLORIDA 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/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County RER— Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(In Miami—Dade County) and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"FD-5555"Outswing PVC French Door w/&w/o Sidelite and Transom—L.M.I. APPROVAL DOCUMENT: Drawing No. MD-555.1 Rev D, titled "Vinyl French Door and SLT/ TR", sheets 1 through 12 of 12, dated 05/07/13 and last revised on 04/20/20, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami—Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 18-1108.03 and consists of this page 1 and evidence pages E-1,E-2,E-3,E-4, E-5 and 6, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda,P.E. MIAMI•DADE COUNTY NOA No.20-0427.05 �gjjjasnlll �`� �`� Expiration Date: January 23,2024 Approval Date: September 03,2020 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous NOA A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 13-0815.03) 2. Drawing No. MD-555.1, titled "Vinyl French Door and SLT/TR", sheets 1 through 12 of 12, dated 05/07/13, with revision C dated 04/10/17, 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) 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 FD-5570/FD- 2770 PVC double entrance outswing doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8717, dated 11/16/15, signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No. 16-0126.04) 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 FD-5555/FD- 7700 PVC double entrance outswing doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8716, dated 11/12/15, signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No. 16-0126.04) 3. 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 Series FD-5555/FD- 7700 PVC fixed sidelite,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8715, dated 11105115, signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No. 16-0126.04) Ishaq I.Chanda,P.E. Product Control Unit Supervisor NOA No. 18-1108.03 Expiration Date: January 23,2024 Approval Date: September 03,2020 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. 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 along with marked-up drawings and installation diagram of an outswing PVC French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7370, dated 05/23/13, signed and sealed by Jorge A. Naya, Jr., P.E. (Submitted under NOA No. 13-0815.03) 5. 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 outswing Rigid PVC French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7371, dated 05/25/13, signed and sealed by Jorge A. Naya, Jr., P.E. (Submitted under NOA No. 13-0815.03) 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 along with marked-up drawings and installation diagram of a PVC fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7338, dated 05/25/13, signed and sealed by Jorge A. Naya, Jr., P.E. (Submitted under NOA No. 13-0815.03) 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 a Rigid PVC fixed window,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7339, dated 05/23/13, signed and sealed by Jorge A. Naya, Jr., P.E. (Submitted under NOA No. 13-0815.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51' Edition (2014), dated 03/30/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 15-0409.03) 2. Glazing complies with ASTM E1300-09. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER i s�G� l L�ign�k Ishaq I.Chanda,P.E. Product Control Unit Supervisor NOA No.20-0427.05 Expiration Date: January 23,2024 Approval Date: September 03,2020 E-2 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18 3. Notice of Acceptance No. 14-0820.11 issued to Vision Extrusions Limited for their "White Rigid PVC Exterior Extrusions for Windows and Doors", dated 11/06/14, expiring on 09/30/19. (Submitted under NOA No. 15-0409.03) 4. Notice of Acceptance No. 14-0820.12 issued to Vision Extrusions Limited for their "Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for Windows and Doors", dated 11/06/14, expiring on 09/30/19. (Submitted under NOA No. 15-0409.03) 5. Notice of Acceptance No. 13-1121.01 issued to Vision Extrusions Limited for their series "VE 2000 Tan 202 and lighter shades (Non—White) Rigid Cellular PVC Exterior Extrusions for Windows and Doors"dated 01/23/14, expiring on 01/23/19. (Submitted under NOA No. 15-0409.03) 6. Notice of Acceptance No. 13-1121.02 issued to Vision Extrusions Limited for their series "White Rigid Cellular PVC Exterior Extrusions for Windows and Doors" dated 01/23/14, expiring on 01/23/19. (Submitted under NOA No. 15-0409.03) 7. Notice of Acceptance No. 11-0902.10 issued to Vision Extrusions Limited for their series "VE 1000 Tan 202 (Non-White) Rigid PVC Exterior Extrusions for Windows and Doors" dated 12/29/11, expiring on 12/29/16. (Submitted under previous NOA No. 15-0409.03) 8. Quanex Part Super Spacer Standard complying with ASTM C518 Thermal Conductivity 0.881 BTU-in/ hr.-ft2-'F, ASTM F 1249 WVTR-Pass, ASTM D3985 Oxygen—Pass, ASTM E 2190 I.G. Durability-No Fog-Pass. (Submitted under NOA No. 13-0815.03) 9. Quanex Part Duraseal complying with ASTM C518 Thermal Conductivity 2.22 BTU- in/ hr.-ft2-°F, ASTM F 1249 WVTR-Pass, ASTM D 1434 Argon Permeance-Pass, ASTM E 2189 I.G. Durability-No Fog, ASTM E 546 Dew Point Development -20°F in 48 hrs.(Submitted under NOA No. 13-0815.03) 10. Vision Extrusions, Ltd. Parts complying with PVC-AAMA 303-13. (Submitted under NOA No. 13-0815.03) 11. PVC-AAMA 303-13, Voluntary Specification for Rigid Polyvinyl Chloride (PVC) Exterior Profiles for Vision Extrusions, Ltd.-VEX-1 by AAMA Fenestration Exterior Profile Certification Program.(Submitted under NOA No. 13-081 c nz► 1 st"7 I. Ishaq I.Chanda,P.E. Product Control Unit Supervisor NOA No.20-0427.05 Expiration Date: January 23,2024 Approval Date: September 03,2020 E-3 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5t' Edition (2014) and FBC 6` Edition (2017), dated 08/16/17, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 04/28/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Laboratory compliance letter for Test Reports No. FTL-7370, FTL-7371, FTL-7338 and FTL-7339, all issued by Fenestration Testing Laboratory, Inc., dated 05/23/13 and 05/25/13, all signed and sealed by Jorge A. Naya, Jr., P.E. (Submitted under NOA No. 13-0815.03) G. OTHERS 1. Notice of Acceptance No. 17-0504.05, issued to PGT Industries, Inc. for their Series "FD-5555" Outswing PVC French Door w/ & w/o Sidelite and Transom - L.M.I., approved on 12/14/17 and expiring on 01/23/19. 2. New Evidence Submitted A. DRAWINGS 1. Drawing No. MD-555.1 Rev D, titled"Vinyl French Door and SLT/TR", sheets 1 through 12 of 12, dated 05/07/13 and last revised on 04/20/20,prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test,per ASTM F588 and TAS 202-94 along with marked-up drawings and installation diagram of all PGT Industries, Inc. representative units listed below and tested to qualify Dowsil 791 and Dowsil 983 silicones, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-7897,PGT PW5520 PVC Fixed Window(unit 6 in proposal), dated 09/03/14 FTL-20-2107.1,PGT SGD780 Aluminum Sliding Glass Door(unit 7 in proposal) FTL-20- 2107.2, PGT CA740 Alum. Outswing Casement Window(unit 8 in proposal) FTL-20- 2107.3, PGT PW7620A Aluminum Fixed Window(unit 9 in proposal) and FTL-20-2107.4, PGT PW7620A Aluminum Fixed Window (unit 10 in proposal) dated 07/13/20, all signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 7tn Edition (2020), dated 04/20/20, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM El300-04, -09, -12 and -16. Ishaq I.Chanda,P.E. Product Control Unit Supervisor NOA No.20-0427.05 Expiration Date: January 23,2024 Approval Date: September 03,2020 E-4 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. 19-0305.02 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear, and Color PVB Glass Interlayers", expiring on 07/08/24. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers", expiring on 07/04/23. 3. Notice of Acceptance No. 18-1106.10 issued to Vision Extrusions Limited for their "Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for Windows and Doors", expiring on 09/30/24. 4. Notice of Acceptance No. 18-1106.11 issued to Vision Extrusions Limited for their series "VE 1000 Tan 202 and lighter shades (Non-White) Rigid Cellular PVC Exterior Extrusions for Windows and Doors", expiring on 12/29/21. 5. Quanex Part Super Spacer Standard complying with ASTM C518 Thermal Conductivity 0.881 BTU-in/ hr.-ft2-'F, ASTM F 1249 WVTR-Pass, ASTM D3985 Oxygen-Pass, ASTM E 2190 I.G. Durability-No Fog-Pass. (Submitted under previous NOA No. 15-0409.05) 6. Quanex Part Duraseal complying with ASTM C518 Thermal Conductivity 2.22 BTU- in/ hr.-ft2-°F, ASTM F 1249 WVTR-Pass, ASTM D 1434 Argon Permeance-Pass, ASTM E 2189 I.G. Durability-No Fog, ASTM E 546 Dew Point Development -20OF in 48 hrs.(Submitted under NOA No. 15-0409.05). 7. Vision Extrusions, Ltd. Parts complying with PVC-AAMA 303-13, Voluntary Specification for Rigid Polyvinyl Chloride (PVC) Exterior Profiles for Vision Extrusions, Ltd.-VEX-1 by AAMA Fenestration Exterior Profile Certification Program. (Submitted under NOA No. 15-0409.05) 8. Vision Extrusions, Ltd. Parts complying with PVC-AAMA 303-13. (Submitted under NOA No. 15-0409.05) 9. PVC-AAMA 303-13, Voluntary Specification for Rigid Polyvinyl Chloride (PVC) Exterior Profiles for Vision Extrusions, Ltd.-VEX-1 by AAMA Fenestration Exterior Profile Certification Program. 10. Notice of Acceptance No. 18-1217.14 issued to Energi Fenestration Solution, USA, Inc. for their "Tan 3040 & light shade (non-white) White Rigid PVC Exterior Extrusions for Windows and Doors", expiring on 02/04/21. 11. Notice of Acceptance No. 18-1217.14 issued to Energi Fenestration Solution, USA, Inc. for their "Tan 3040 & light shade (non-white) White Rigid PVC Exterior Extrusions for Windows and Doors", expiring on 02/04/21. 12. Notice of Acceptance No. 18-0122.02 issued to Energi Fenestration Solution, USA, Inc, for their series "White Rigid PVC Exterior Extrusions for Windows and Doors", expiring on 02/28/23. 13. Notice of Acceptance No. 20-0203.03 issued to Energi Fenestration Solution, USA, Inc. for their "Bronze & light shade cap coated White Rigid PVC Exterior Extrusions for Windows and Doors", expiring on 04/16/25. 1 1 . Ishaq I.Chanda,P.E. Product Control Unit Supervisor NOA No.20-0427.05 Expiration Date: January 23,2024 Approval Date: September 03,2020 E-5 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 71h Edition (2020), dated 04/20/20, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest and of independent, issued by manufacturer, dated 04/18/20, signed and sealed by Anthony Lynn Miller, P.E. 3. Letter of lab compliance, part of the above test reports. G. OTHERS 1. This NOA revises NOA# 18-1108.03 and updates to FBC 2020 (71' Edition), expiring 01/23/24. 2. RER Test proposals #19-1155 dated 01/10/20 approved by Ishaq I. Chanda, P.E. Ishaq I.Chanda,P.E. Product Control Unit Supervisor NOA No.20-0427.05 Expiration Date: January 23,2024 Approval Date: September 03,2020 E-6 SERIES FD-5555, DESIGN PRESSURE RATING IMPACT RATING IMPACT-RESISTANT, VINYL, REINFORCED, OUTSWING VARIES, RATED FOR LARGE&SMALL FRENCH DOOR & SIDELITE/TRANSOM (SLT/TR) SEE SHEETS 4&5 MISSILE IMPACT RESISTANCE TABLE 1: 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE Group Anchor Substrate Min. Edge Min. HIGH VELOCITY HURRICANE ZONE(HVHZ). Distance Embedment 3/16" Ultracon Concrete (min. 2.85 ksi) 1" 1-3/8" 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. Ungrouted CMU, (ASTM C-90) 1" 1-1/4' A Concrete(min. 3 ksi) 1-1/8" 1-3/4" 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED 3/16" Ultracon+ FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS(CMU'S)OF NORMAL WEIGHT AND OF Ungrouted CMU, (ASTM C-90) 1" 1-1/4" COMPRESSIVE STRENGTH OF MIN. 1.9 KSI AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. P.T. Southern Pine(SG=0.55) 1/2" 1-3/8" #10 Steel SMS (G5) Aluminum,6063-T5* 5/16" 0.063" 4)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1,THIS SHEET.ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE #10 410 S.S. SMS Steel,A36* 516" 0.063" CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED #10 18-8 S.S. SMS AS 2X ARE 1-1/2"THICK OR GREATER. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE Steel Stud,A653 Gr. 33* 5116" 0.063" STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. P.T. Southern Pine (SG=0.55) 1/2" 1-3/8" 3/16" Ultracon Grouted CMU, (ASTM C-90) 2-1/2" 2-1/4" 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT IS NOT REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT AT 3.4 KSI MIN.PER ASTM B C1107,(DONE BY OTHERS). MAX. 1/4"SHIM SPACE FOR GROUT WHICH MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT Concrete (min. 2.85 ksi) 1" 1-3/8" D)UPDATED TO FBC 2020, TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS P.T.Southern Pine(SG=0.55) 1/2" 1-3/9' O REVISED ANCHOR TYPE TABLE. REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION,COMPLYING WITH 3/16" Ultracon+ Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" AK-4/9/20 THE FBC. Concrete (min. 3 ksi) 1-1/8" 1-3/4" Ct 6)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO 1/4" Ultracon Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" ACHIEVE THE EMBEDMENT SHOWN ON TABLE 1,THIS SHEET .NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 1/4" Ultracon+ Ungrouted CMU, (ASTM C-90) 1-1/16" 1-1/4" M EXTERIOR INSTALLATION ANCHORS SHOULD BE SEALED,OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF P.T. SouthernPine (SG=0.55) 9/16" 1-3/8" > INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. #12 Steel SMS (G5) Aluminum, 6063-T5* 3(8" 0.071" Of LO O � 7 #12 410 S.S. SMS MAX. 1/4"SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS Steel, A36* 3/8" 0.071" u7 a}op 17 #12 18-8 S.S. SMS t- O 0 CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED Steel Stud,A653 Gr. 33* 3/8" 0.071" (14 Ga) O Nt LO LO ON THEM BY THE DOOR,SIDELITE OR TRANSOM. P.T. Southern Pine (SG=0.55) 1" 1-3/8" J Cl) O p 1/4" Ultracon Grouted CMU, (ASTM C-90) 2-1/2" 1-34' � h C)8)DESIGN PRESSURES: OZ Co A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. Concrete (min. 2.85 ksi) 1" 1-3/8" = Ld V_ �g B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM C P.T. Southern Pine (SG=0.55) 1" 1-3/8" W C) 00 JMDJQ 'ON E1300. 1/4" Ultracon+ Grouted CMU, (ASTM C-90) 1-1/8" 1-3/4" i- Z �Ma C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. O WConcrete (min. 3 ksi) 1-1/4" 1-3/8' ti > d J N 9)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN Concrete (min. 3.35 ksi) 1" 1-3/4" Z c T 1/4 410 S.S. CreteFlex n LL PRESSURE.THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" Z O USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL P.T.Southern Pine(SG=0.55) 1" 1-3/9' `t MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE(INCLUDING ADOPTED STANDARDS)FOR CORROSION RESISTANCE. 1/4" 18-8 S.S.Aggre-Gator Concrete (min_ 3.27 ksi) 1-1/2" 1-3/9' (0 O }aays 10)ALL RIGID PVC AND RIGID CELLULAR PVC MANUFACTURED BY ENERGI FENESTRATION SOLUTIONS USA,INC.0 R VISION EXTRUSIONS, Ungrouted CMU, (ASTM C-90) 4" 1-1/4" ® rn O❑ LTD. HAS BEEN TESTED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR PLASTICS. 1/4" Ultracon Concrete (min. 2.85 ksi) 2-1/2" 1-3/9' W D 1/4" Ultracon+ Concrete (min. 3 ksi) 2-1/2" 1-3/8" z U ~O Z 11)SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FLORIDA BUILDING CODE. O Z 1/4"410 S.S. CreteFlex Concrete (min. 3.35 ksi) 2-1/2" 1-3/4" H Z Z @IDDS 12)REFERENCES: 1)*MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. J TEST REPORTS: FTL-7339,7371,8715,8716&8717 2)UNGROUTED CMU VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. U) LL W Lo NOA'S:ELCO ULTRACON, DEWALT ULTRACON+,DEWALT CRETEFLEX& DEWALT AGGREGATOR ANCHOR NOA'S, ENERGI FENESTRATION 3)ANY ANCHOR FROM THE ABOVE TABLE IS ACCEPTABLE TO BE USED ALONG A DOOR JAMB, w >- Z � SOLUTIONS USA, INC.OR VISION EXTRUSION, LTD.WHITE RIGID PVC NOA,VE 1000 TAN 202 AND LIGHTER SHADES(NON-WHITE)RIGID PVC REGARDLESS OF ANCHOR GROUP CHOSEN. W_ Z W p NOA AND BROWN COATED(PAINTED OR LAMINATED)WHITE RIGID PVC NOA 4)SEE ANCHOR/SUBSTRATE MATERIAL PROPERTIES ON SHEET 11 FOR Fy&Fu. > U awl %5=0sauaS 13)THE 5555 SERIES IS ALSO KNOWN AS THE 555 SERIES. TABLE 2: Type Description Where Used: 1 1-3/16"Lami. IG (1/8"T-11/16"Air-1/8"ANN­090" PVB-1/8"ANN) Door w GUIDE TO SHEETS: ,' L' 2 1-3/16"Lami. IG (3/16"T-5/8"Air-1/8"ANN-.090"PVB-118"ANN) Door GENERAL NOTES...........................1 3 1-3/16"Lami. IG (1/8"T-9/16"Air-3/16"ANN-.090"SG-3/16"ANN) SidelitefTransom ELEVATIONS...................................2 Nlo, 587on GLAZING DETAILS..........................3 CODES/STANDARDS USED: 4 1-3116"Lami. IG (3/16"T-1/2"Air-3/16"ANN-.090"SG-3/16"ANN) SidelitefTransom w - • DESIGN PRESSURES.....................4-5 2020 FLORIDA BUILDING CODE(FBC),7TH EDITION 5 1-3/16"Lami. IG (118"T-9/16"Air-3/16"ANN-.090" PVB-3l16"ANN) SidelitelTransom ANCHORS........................................4-6 • 2017 FLORIDA BUILDING CODE(FBC),6TH EDITION 6 1-3/16" ami. IG (3/16"T-1/2"Air-3/16"ANN­090" PVB-3/16"ANN) SidelitelTransom ` ' INSTALLATION................................7-9 • ASTM E1300-09 7 7116"Lami.(3/16"ANN-.090"PVB-3/16"ANN) Door/SidelitefTransom F s„ EXTRUSION PROFILES..................10 • ANSI/AF&PA NDS-2018 FOR WOOD CONSTRUCTION "ANN"=ANNEALED PARTS LIST.....................................11-12 • ALUMINUM DESIGN MANUAL,ADM-2015 T"=TEMPERED CORNER DETAILS..........................11 • AISI S100-16 "PVB"= .090' TROSIFOLO PVB INTERLAYER BY KURARAY AMERICA,INC. HARDWARE DETAILS.....................12 . AISC 360-16 "SG"=.090"SENTRYGLASO INTERLAYER BY KURARAY AMERICA,INC. SEE SHEET 3 FOR SPACER INFORMATION. A.LYNN MILLER,P.E. P.E.#58705 EXAMPLE CONFIGURATIONS 40" 40" MAX. MAX. 38 3/4" 38-3/4" WIDTH MAX 76"MAX. Kk�9 TYP. MAX.MULL I 1"MULL -►�� M TYP. MAX.SLAB (38.79") I ill 96" / MAX. (ALL DOOR 93-7/8" HEIGHT MAX.SLAB HEIGHT CONFIGS.) \ \ \ \ \ D)NO CHANGES THIS SHEET. Ln AK-4/9/20 clf TYP. DOOR SLAB X XX OIX (SHOWN) OR X10 ONO ce) p (WIDE STILES AND WIDE RAILS (NARROW STILES AND WIDE > ^aa SHOWN ON SIDELITES) RAILS SHOWN ON SIDELITES) Y 30.8 FTZ MAX. 30.8 FTz MAX. p � (n DETAIL SEE SIZE RANGES FROM SEE SIZE RANGES FROM 40"MAX. 38-3/4"HORIZONTAL >- a}oQ o Lo SHEET# TABLE 8&9,SHEET 5 TABLE 8&9,SHEET 5 -1® •� MAX. O O Lo MULLION LENGTH J �`� O p O OZ u- m 40" 40" = LU Xe 76"MAX. MAX. MAX. LLI V pp uMojQ 'ON TYP. 98-7/8" 106 1/16" TYP. F- Z 9MQ -.- 1"MULL(X2) �� MAX. MAX. MAX' 1 MULL O LU I- DLO DLO ro > d J CV % \ I z °� z O O \ 111" 111" QMAX. MAX. Ix Q cV // \ HEIGHT HEIGHT $ 1"MULL / m O }aayg j \ OR WIDTH / OR WIDTH 9 % ® c U U) 96"MAX. c14 VERTICAL Z Z / z U MULLION Z O \ /\ LENGTH / / W atLo J CZ J c� \ / \ Lu cr >_ Z p \ / \ > LU IL '\ at}�1 asaQ sauas \ ���411ttt/rf/ OjXXjO SINGLE O SINGLE O OHO (MAXIMUM OF 2 � , (WIDE D (WIDE D (NARROW NARROW MULLED SIDELITES) YAJ rl�RAILS SHOWN ON SIDELITES) RAILS SHOWN ON SIDELITES) RAILS SHOWN ON SIDELITES) ( AND NARROW O/O WITH O/X WITH RAILS SHOWN ON SIDELITES) R ' NOTES: HORIZONTAL HORIZONTAL ; 1)SINGLE DOORS MAY BE LEFT OR RIGHT-HANDED, MULLION MULLION N0. 58705 2)MULLIONS SHOWN ARE STANDARD 1"FRENCH DOOR MULLIONS PER THIS NOA. (WIDE STILES AND (NARROW STILES 3)MULLED CONFIGURATIONS NOT SHOWN MAY BE POSSIBLE USING OTHER MULLION TYPES,SEE SEPARATE NOA. WIDE RAILS SHOWN AND NARROW z3 4)FRENCH DOOR MULLION IS LIMITED TO 96"IN VERTICAL APPLICATIONS AND 40"IN HORIZONTAL APPLICATIONS. ON SIDELITE& RAILS SHOWN ON s� '. ZO � 4 5)NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SLT/TR OR MULLED ASSEMBLY. Q S�T�TE CIF �� TRANSOM) TRANSOM) 6)ADDITIONAL CONFIGURATIONS USING THE 1"FRENCH DOOR MULLION ARE POSSIBLE.USE THE ABOVE DRAWINGS AS i ' . '40pjoN A REFERENCE FOR SIZE LIMITATIONS. s C� !,/IIIIII�� A.LYNN MILLER,P.E. P.E.#58705 GLAZING DETAILS GLASS STACK F GLASS STACK GLASS GLASS STACK GLASS STACK GLASS GLASS STACK 7/16"LAMINATED GLASS STACK 4AN CONE /8"ANNEALED GLASS /8"ANNEALED GLASS 3/16"ANNEALED GLASS 11/16"AIRSPACE,, .090"PVB 5/8"AIRSPACE .090"PVB 9/16"AIRSPACE .090"SG STRUCT1/4"NOM. POLYISOBUTY 1/8"ANN LED GLASS 1/8"AN EALED GLASS 3/16"AN EALED GLASS WITH DESIC 1!8"TEMPERED GLASS 1/8"TEMPERED GLASS,, EXT.GLAS37 KODISPACE 3/16"TEMPERED GLASS 14 11/16" EXTERIOR 14 11/16" 14 11/16" 0 4SG TPS EXTERIOR EXTERIOR 3 GLASS BITE a GLASS BITE D GLASS BITE 4013 3 37 38 39 40 42 37 38 39 40 42 37 38 39 40 42 NT. GLASS 41 41 41 o D)NO CHANGES THIS SHEET. GLASS TYPE 1 GLASS TYPE 2 GLASS TYPE 3 HOT-MELT BUTYL AK-4/9/20 USED IN DOOR ONLY TYP.WIDE FRAME GLAZING STRUCTURAL USED IN DOOR ONLY SILICONE DETAIL,NARROW FRAME SIMILAR FOAM 3/16"NOM. WITH p 1-3/16"NOM. 1-3116"NOM. 1-3/16"NOM. DESICCANT W GLASS STACK 7/16"LAMINATED GLASS STACK 7/16"LAMINATED GLASS STACK 7/16"LAMINATED SUPER �— .__ ®_ EXT. GLASS 38 ® w GLASS STACK GLASS STACK GLASS STACK SPACER � � a}op � 3/16"ANNEALED GLASS 3/16"ANNEALED GLASS 3/16"ANNEALED GLASS TM C7 cv O L6 1/2"AIRSPACE .090"SG 9/16"AIRSPACE 090"PVB 1/2"AIRSPACE 090"PVB O tce) U) Lo 1/8"TEMPERED GLASS O J 00 p 3/16"TEMPERED GLASS-,, 3/16"ANNEALED GLASS 3/16"A NEALED GLASS 3/16"ANNEALED GLASS INT.GLASS z LL � 3(16"TEMPERED GLASS U U O rg 14 EXTERIOR 14 EXTERIOR 14 W 00 uM��Q ON 11/16" 11116" 11116" F- Z EXTERIOR D W �MQ 4 GLASS BITE a 4 D GLASS BITE D GLASS BITE ALUMINUM or- > a 3 REINFORCEMENT o Z rn 37 38 39 40 0 37 38 39 40 p O 37 38 39 40 42 Z 1 - 1 5/16"NOM. Q M 42 42 41 BUTYL& w 41 41 DESICCANT m O }aayg ® N O GLASS TYPE 4 GLASS TYPE 5 GLASS TYPE 6 FOAM DURASEAL® °' p J co EXT.GLASS 3g z = Q z TYP. NARROW FRAME GLAZING TYP.NARROW FRAME GLAZING TYP.WIDE FRAME GLAZING z U F Z DETAIL,WIDE FRAME SIMILAR. DETAIL,WIDE FRAME SIMILAR. DETAIL,NARROW FRAME SIMILAR SPACER ° Z W a,00s W p 7/16"LAMINATED „ _ Z Lo �— GLASS STACK PVB = .090 TROSIFOLO PVB BY KURARAY AMERICA, INC. _ N LO "SG"= .090" SENTRYGLASO INTERLAYER BY KURARAY AMERICA, INC. INT.GLASS z g o 3/16"ANNEALED GLASS 090"PVB > O LL a�}!1 •asap sauas 3/16"A NEALED GLASS .; POLYISO- DESICCANT FILL AREA °�°° to\"! LY&1 BUTYLENE ,.". !� �f 27 SEAL 5/16'NOM. �° e tCC(d��'•.f� �; GLASS BITE SILICONE SEAL 3 ROLL-FORMED .' N0, 58705 STAINLESS STEE EXTERIOR 42 I 40 XL EDGE TM _ 45 46 EXT.GLASS O SPACER ® z GLASS TYPE 7 •���'f�.<a�t �a USED IN DOOR,(SHOWN) wo INT. GLASS &SIDELITE/TRANSOM REFERENCE TEST REPORTS: FTL-8717,8968&8970 A.LYNN MILLER,P.E. P.E.#58705 SINGLE DOOR DOUBLE DOOR SIDELITE-TO-SIDELITE SIDELITE-TO-DOOR INSTALLATION INSTALLATION MULLION (I(N�S�T�ALLATION MULLION INSTALLATION W (XX) 4"O.C.MIN., (010) (XIO, 01X, XJX, OIX10, XIOIX, 01XXIO, ETC) SEE TABLE 4, SEE MULLION CLUSTER - SEE MULLION CLUSTER 4"MAX. 4„MAX. ASTRAGAL THIS SHEET, ,' �\���DETAIL BELOW ,' �\ DETAIL BELOW FOR QUANTITY, CLUSTER--/�SEE TABLE 1, r - `1 SHEET 1 FOR ATTACH DOORS AND 9-1/2" 9-1/2" L_____ __J SIDELITES TO THE MAX r 9"MAX. MAX. -- TYPE \ r _ _ , MULLION AS PER THE INSTRUCTION OF THE INDIVIDUAL CENTERED / DOOR OR SIDELITE BETWEEN i / CENTERED HINGES i i / BETWEEN i i % \ i i 96"MAX. SEE I HINGES SEE i / i TABLE 5: i MULLION i i LENGTH IN NOTE 1 i i / 12"O.C. NOTE 1 i i i i / VERTICAL MULLION i MAX.@ LOCK CENTERED i i i i DESIGN PRESSURE VERTICAL CENTERED i \ / APPLICATIONS BETWEEN i i \ / i i � � � � c D)ADDED ANCHOR GROUP A TO BETWEEN i i ! SEE i i +/_70.0 PSF TABLES 4&6. HINGES ' i \ HINGES i i \ / i i NOTE 1 i i j AK-4/9/20 SIDELITE L - - �SIDELITE SIDELITE � - DOOR 10-1/2" L 9"MAX. 10-1/2" L J p MAX. MAX. LU M ANCHOR REQUIREMENTS ANCHOR REQUIREMENTS > r _ Ala ANCHOR REQUIREMENTS ANCHOR REQUIREMENTS SAME AS HEAD SAME AS HEAD r Y SAME AS HEAD SAME AS HEAD p X XX, (USING ASTRAGAL) MAX Mom' , ' Y N a'°0 O L MAX 1.'MULLION 6 ,� `01"MULLION I• to u) MAX 0 cf? p 4"O.C.MIN. 6" 4"O.C.MIN. 4"O.C.MIN.* 4" 4"O.C.MIN. 0 -I O fy TABLE 4: 1 1 -- -� j 1 -- 1 1, Z I i_ CD TABLE 3: XX Door:Astragal Cluster Anchors Required it 1 1 1 T _r U j V7 X&XX Door:Design Pressure @ Head&Sill i SEE TABLE 6, SEE TABLE 6, U U O uMo° +/50.0 PSF Glass Type 1 Door Width(in) �� ---- ; THIS SHEET, \ ---- THIS SHEET, P Z dam' °N +l-70.0 PSF Glass Types 2&7 48 60 72 7BFOR ANCHOR FOR ANCHOR LU HMO yp ` SIDE- FSIDE QUANTITY,SEE \ SIDE- \DOOR ,1 QUANTITY,SEE � � J m ❑ m ❑ m ` LITE / TABLE1,SHEET �\LITE % TABLE 1,SHEET o U°� °� °� °� °� �`. 1 FOR TYPE \ �' 1 FOR TYPE v p L- �- ¢ ¢ U ¢ U ¢ U ❑ Z 15 Q Q `o Q `o a o` Q. `o Q. `o (2 0 Q Q Q \ 0 o rn cci c= = � m o � cci cci - '- Q d o iu c E c P c ° c P c E c P c E c P ❑ _ < 0 ¢ C9 ¢ C9 ¢ C9 ¢ C7 < 0 ¢ C9 ¢ C7 TABLE 6: T 80 4 4 4 5 4 5 4 4 Anchors Required for a Vertical Mullion(each mullion end) rn U as FOR OIxxIO" ® N 0 � 1 4S " 96 4 5 4 6 4 6 5 4 Door or Sidelite/rransom Width(n) AND SIMILAR N -1 U) 12 1 24 32 38-3/4 40 CONFIGURATIONS z = CO C Z o m m m CONTAINING A O (.5W Mullion a a o ¢ o ¢ o ¢ U o DOUBLE DOOR W w alD°s TRANSOM-TO-DOOR (X/O) OR TRANSOM-TO-SIDELITE (O/O) Height 0 cL 0 0 0 cL (XX), USE � Q_ LO (n) ¢ c� ¢ � ¢ c� ¢ � ¢ c� ¢ � Q � ¢ � ¢ c� ¢ t� ¢ � a � ONLY HALF OF co D- Z to MULLION ATTACHMENT& INSTALLATION THE FRAME (D J U LO Door N/A 2 1 2 2 1 1 3 2 1 NIA_ N/A N/A_ w >- Lf? ATTACH DOORS, 80 WIDTH OF THE SLT/TR 1 2 1 2 2 1 3 2 1 3 2 1 Z W p SIDELITES& Door wA 2 1 3 2 1 3 3 f_�2_ wA wA wA DOUBLE DOOR j p LL TRANSOMS TO THE 96 1 2 1 3 2 1 3 3 3 3 2 WHEN USING awl osa° sauas THIS TABLE. MULLION AS PER rll� ,--' � �THE INSTRUCTION r 1"MULLION III///�� ` INSTRUCTIONS: °�� e i� OF THE INDIVIDUAL TRANSOM 6 0 °J{ LY i __-- i i HORIZONTAL 1)DOOR HINGE JAMBS OF ALL HEIGHTS TO ALWAYS BE ANCHORED WITH SIX ANCHORS.SEE TABLE 1,SHEET 1,FOR °° O� ..•••. `�V °!, PRODUCT -- — i o Y�.•• ••.�J s MAX.Mom MULLION ALL APPROVED ANCHORS. FOUR OF THE SIX ANCHORS MUST BE INSTALLED THROUGH THE HINGES,ONE AT EACH Z�••` LIENS /l i i APPLICATIONS HINGE LOCATION(RECOMMENDED#10 FLATHEAD SMS OR 3/16"FLATHEAD ULTRACON FOR EACH HINGE ANCHOR). i �\ 9-1/2„ ALWAYS REQUIRE 2)FOR A MULLED UNIT,DETERMINE THE DESIGN PRESSURE OF EACH COMPONENT IN THAT CONFIGURATION.FOR No 58705 L_____LJ M AX TABLE 7: DOOR Off` TWO(2)ANCHORS EXAMPLE,ON AN"XIO"CONFIGURATION,THE DP FOR THE DOOR,THE MULLION AND THE SIDELITE MUST EACH BE -_ _ _ ` J (TYPE A-D)AT EACH DETERMINED.THE LOWEST DP APPLIES TO THE ENTIRE ASSEMBLY. - - SIDELITE `. ' - -0 _- HORIZONTAL MULLION MULLION END. " ® S E OF' DESIGN PRESSURE NOTES: ,Z 44j 1)SINGLE DOOR MAY BE LEFT OR RIGHT-HANDED. +/-70.0 PSF 2)MULLIONS SHOWN ARE STANDARD 1"FRENCH DOOR MULLIONS. %� 40"MAX.MULLION LENGTH IN HORIZONTAL APPLICATIONS. 3)MULLED CONFIGURATIONS NOT SHOWN MAY BE POSSIBLE USING OTHER MULLION TYPES,SEE SEPARATE NOA. a� � TRANSOMS WIDER THAN 40"WILL REQUIRE ADDITIONAL THE LOWEST 4)FRENCH DOOR MUUL,LION S LIMIT TO 96"IN ENT P IS O BE THE ED VERTICAL T CAL APPLICATIONS AND 40"IN HORIZONTAL APPLICATIONS.L ASSEMBLY DP. ////,//III Ij// � 0 STRUCTURE OR DADE-APPROVED MULLION BETWEEN TRANSOM AND DOOR/SIDELITE. 5)NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SIDELITE/TRANSOM OR MULLED ASSEMBLY. A.LYNN MILLER,P.E. 6)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. P.E.#58705 TABLE 8: Sidelite/Transom Design Pressure (+/-, pso for Glass Types &4 SIDELITE/TRANSOM INSTALLATION (0) Long Side(in) 63-3116 66-5/8 68 70 72 76 78 82 84 88 92 96 98 104 108 111 24 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 28"O.C.MAX. 23-1/2"O.C.MAX. 28 +/-70 +/-70 +/-70 +l-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 IF SHORT SIDE IS IF SHORT SIDE IS 32 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +l-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 40"OR LESS OVER 40" 36 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 ------ ----- ------ 38-3/4 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 1 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 ----------- --------- 40 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 ' ' I SEE TABLE 10, 42 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-69.6 +/-68.5 28"O.C.MAX. i i i i SHEET 6 FOR 44 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-69.6 +/68.6 +/-67.7 +/-67.3 IF LONG SIDE IS' i i i ANCHOR 40"OR LESS i i i QUANTITY,SEE 46 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-69.4 +/-68.7 +/-67.6 +/-66.5 +/-65.6 TABLE 1,SHEET 1 cn 48 +/-70 +/-70 +/-70 +/-70 +/-70 +/-69.9 +/-69.1 +/-67.6 +/-67 +/-65.8 +/-64.7 FOR ANCHOR 0 50 +/-70 +/-70 +/-70 +/-70 +/-70 +/-68.4 +/-67.6 +/-66 +/-65.4 +/-64.1 / TYPE. c D)NO CHANGES THIS SHEET. 52 +/-70 +/-70 +/-70 +/-70 +/-69.1 +/-67.1 +/-66.2 +/-64.6 +/-63.9 i i i i o AK-4/9l20 54 +/-70 +/-70 +/-70 +l-69.2 +/-68 +/-65.9 +/-65 +/.63.4 23-1/2"O.C.MAX. 56 +/-70 +/-70 +/-69.7 +/-68.3 +1-67.1 +/-64.9 +/-63.9 IF LONG SIDE IS 58 +/-70 +/-70 +/-69 +/-67.6 +/-66.3 +/-64 OVER 40" 60 +/-70 +/-69.6 +/-68.5 +/-67 +/-65.6 i i i i p 62 +/-70 +/-69.2 +168 +/66.5 -�- ------------------- 12 MAX(LONG SIDE) r Y 63-3/16 +/-70 +/-69.1 +/-67.9 +/-66.2 6"MAX. I L�---------------J � p ul (/) 66-5/8 +/-69,1 +/-68.9 (SHORT SIDE) -"I � a1110 O LO (WIDE STILES AND WIDE It U) u? RAILS SHOWN ON SIDELITES) J J O Q Zu- � = W 7 �e TABLE 9: W U 00 u"1D�a 'ON hZ �; �Ma Side lite/Tra nsom Design Pressure, psf for Glass Types 5, 6&7 O W N 28"O.C.MAX. 23-1/2"O.C.MAX. I` > J CV Long Side(in) o . rn U) �. 63-3/16 66-5/8 68 70 72 76 78 82 84 88 92 96 98 104 108 111 IF SHORT SIDE IS IF SHORT SIDE IS Z 0 W 40"OR LESS OVER 40" Z O 24 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 r------ ----- ------ Q LO 28 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 N ------------------- co O W 7aa4S 32 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 O) O p' 36 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 i i i i SEE TABLE 10, N 28"O.C.MAX. i i SHEET 6 FOR Z = Z 38-3/4 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 N+/-64 +/-69 +/-68.3 +/-67.9 IF LONG SIDE IS i i i ANCHOR O U w 40 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-69.8 +/-69.3 +/-67.4 +/-66.7 +/-66.3 40"OR LESS i i i QUANTITY,SEE W W TABLE 1,SHEET 1 af W 42 +/-70 +/-70 +/-70 +/-70 +/-70 +/-69.5 +/-68.8 +/-67.6 +/-67 +/-65.1 i i LO FOR ANCHOR cn �- Z u7 44 +/-70 +/-70 +/-70 +/-70 +/-69.1 +/-67.5 +/-66.8 +/-65.6 +/-65 i i i i TYPE. > 19 C9 46 +/-70 +/-70 +/-69.4 +/-68.4 +/-67.4 +/-65.8 +/-65.1 +/-63.8 +/-63.2 �i i / i i Z W LL U) 48 +/-70 +/-68.8 +/-68 +/-66.9 +/-66 +1-64.3 +/-63.5 +/-62.2 23-1/2"O.C.MAX. ' ap!1 osap sauaS U) 50 +/69.9 +/67.6 +/-66.8 +1-65.7 +/64.7 +/62.9 +/-62.1 IF LONG SIDE IS ' 52 +/-69 +/-66.6 +/-65.7 +/-64.6 +/-63.6 +/-61.7 OVER 40" 54 +/-68.3 +/-65.7 +/-64.8 +/-63.6 +/-62.6 56 +/-67.7 +/-65 +/-64.1 +1-62.8 J------------------- J 12"MAX LONG SIDE �` _ICE ( ) � . ail 58 +/-67.3 +/-64.5 +/-63.5 L___________________ 6"MAX. _ I No 60 +/-677 (SHORT SIDE) �I . 58705 -~ 62 +/-66.9 _ (NARROW STILES AND NARROW _ RAILS SHOWN ON SIDELITES) -_� d Z 1 63-3/16 +/66.8 �f0 STATE F NOTES: fi4GF�Il7lry,.��+!"��� 1)NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SIDELITE/TRANSOM OR MULLED ASSEMBLY. /st�j rV�L ;t�! 2)SIDELITE/TRANSOM MAY BE A SINGLE, STAND-ALONE UNIT. A.LYNIJ MILLER,P.E. 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. P.E.#MILLER, TABLE 10: Sidelite/Transom Anchor Quantity Long Side(in) 63-3l16 66-5/8 68 70 72 76 78 82 84 88 92 96 98 104 108 111 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 m m m m m Eo m m m m m m m c� m m < coo Q o Q o Q o Q o Q o Q o Q o Q o Q o Q o Q o Q o Q `o Q o Q o Q o - o Q o - o Q o Q o Q o Q o Q o Q o Q o Q `o Q o Q o Q o Q o Q o Q � 7 L .0 L 3 L Z L : ,C � � � ,� -C � L � L � L � -C � L > L � L � L D .0 D L D .0 � L � L � ,� .0 � L L Z L : L � ,� : L � ,� � .0 � 2 2 c 2 2 2 2 u 2 c 2 c 2 0 2 0 2 0 2 L) 2 c 2 L) 2 c 2 0 2 Q 2 c 2 c 2 � 2 c 2 c 2 � 2 � 2 � 2 � 2 � 2 � 2 � 2 � 2 � 2 � 2 <t C0 Q C0 Q C0 <L C0 Q (0 Q C0 Q C0 Q C0 Q C0 Q C0 <( C? Q C0 Q C0 Q C0 Q 0 Q C0 Q 0 Q C0 Q 0 Q C0 << C0 Q 0 Q C0 Q 0 Q 0 Q (D Q C0 Q (0 <C 0 Q 0 Q 0 Q 0 Q 0 24 Short Side 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 2 2 2 2 2 2 2 Long Side 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 5 5 6 5 5 6 6 6 6 28 Short Side 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 2 2 2 2 2 2 2 Long Side 4 4 4 4 4 4 4 4 4 4 5 4 5 4 5 4 5 5 5 5 6 5 6 5 6 5 6 5 5 7 6 7 6 32 Short Side 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 2 2 2 2 2 2 2 Long Side 4 1 4 4 1 4 4 1 4 4 1 4 1 5 4 1 5 4 1 5 4 1 5 1 4 6 1 5 6 1 5 6 1 5 6 5 7 5 7 5 1 5 7 6 8 6 36 Short Side 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 2 2 2 2 2 2 2 Long Side 4 4 5 4 5 4 5 4 5 4 5 4 5 4 6 4 6 5 6 5 7 5 7 5 7 5 8 5 5 7 6 8 6 C D)NO CHANGES THIS SHEET. 38-3l4 Short Side 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 2 2 2 2 2 2 2 •2 AK-4/9/20 Long Side 4 4 5 4 5 4 5 4 5 4 6 4 6 4 6 4 6 5 7 5 7 5 7 5 8 5 8 5 5 8 6 9 6 Short Side 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 2 2 2 2 2 2 2 40 Long Side 4 4 5 1 4 5 4 5 4 5 4 1 6 4 6 4 6 4 6 1 5 7 1 5 7 5 8 5 8 5 8 1 5 5 9 6 9 6 42 Short Side 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 ❑ Long Side 5 4 5 4 5 4 5 4 5 4 6 4 6 4 6 4 7 5 7 5 7 5 8 5 8 5 8 6 5 naa 44 Short Side 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 Y Long Side 5 4 5 4 5 4 5 4 6 4 6 4 6 4 7 4 7 5 7 5 7 5 8 5 8 5 ❑ `n 46 Short Side 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 >- N a}°o 0 LO Long Side 5 4 5 4 5 4 1 6 4 1 6 4 1 6 1 4 6 1 4 7 4 7 1 5 7 5 7 5 8 5 CO LO :o Short Side 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 O p 0 1 48 Long Side 5 4 5 4 5 4 6 4 6 4 6 4 6 4 7 4 7 5 7 5 7 5 L- � 50 Short Side 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 = W Ap Long Side 5 4 5 4 5 4 6 4 6 4 6 4 6 4 7 4 7 5 7 5 U U � Umvq] ° 52 Short Side 4 3 4 3 4 3 4 3 4 3 3 3 3 3 3 3 3 3 1— W O N Long Side 5 4 5 4 6 4 6 4 6 4 6 4 6 4 7 4 7 5 Co > J U N 54 Short Side 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 o Z rn U W Long Side 5 4 5 4 6 4 6 4 6 4 6 4 6 4 7 4 Z 1— O 56 Short Side 4 3 4 3 4 3 4 3 4 3 4 3 4 3 Q Z (0 Long Side 5 4 6 4 6 4 6 4 6 4 6 4 6 4 Q 58 Shop Side 4 3 4 3 4 3 4 3 4 3 4 3 ® � 00 ways Long Side 5 4 6 4 6 4 6 4 6 4 6 4 N ❑ U) 60 Short Side 5 4 5 4 5 4 4 4 4 4 Z = Q Z U = Long Side 5 4 6 4 6 4 6 4 6 4 O 62 Short Side 5 4 5 4 5 4 5 1 4 1 W ZU a1°DS Long Side 5 4 6 4 6 4 6 4 Q 63-3/16 Short Side 5 4 5 4 5 4 t LO LO Long Side 5 4 6 4 6 4 Z � LO 66-5/8 Short Side 5 4 1 6 1 4 j U Long Side 6 4 6 4 a1}!1 �saa sai�as �tty rllt!! NO. 58705 � -� CP S ATE F �✓ NOTES: ///�/�j�0�V4L \\, 1)NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SIDELITE/TRANSOM OR MULLED ASSEMBLY. 1 1 1 1 1 1 t t 2)SIDELITE/TRANSOM MAY BE A SINGLE, STAND-ALONE UNIT. A.LYNN MILLER,P.E. 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. P.E.#58705 EMBEDMENT 1/4" INSTALLATION SH IM SHIM 23 OPTION 1 INSTALLATION ANCHORS EDGE 16 INTO 2X WOOD. 13 DISTANCE 67 68 TYP.ANCHOR TYPE, 3 EMBEDMENT AND 71 33 33 EDGE DISTANCE PER SUBSTRATE,SEE TABLE 1, SHEET 1. 1 ANCHOR PER HINGE 0 t TO BE THROUGH SUBSTRATE. MIN.#10 a FLATHEAD SMS,SEE TABLE 1, SHEET 1. — 72 �./ EXTERIOR 14 15 9 47 48 53 8 ° ) c D NO CHANGES THIS SHEET. AK-4/9/20 28 70 DETAIL ,4) _ 19 2X WOOD BUCKSTRIP ALSO SEE BELOW EXTERIOR OR FRAMING,SEE V DETAM W nab NOTE 2,THIS SHEET � TYP.ANCHOR TYPE,EMBEDMENT 0 Lo Y AND EDGE DISTANCE PER ti a}uo SUBSTRATE,SEE TABLE 1,SHEET 1. N O TYP.ANCHOR TYPE, EMBEDMENT AND AVOID INTERFERENCE WITH O d' W Lo EDGE DISTANCE PER SUBSTRATE,SEE OPPOSING ANCHOR BY CHOOSING 18 TYP.ANCHOR TYPE, J J p 0 TABLE 1,SHEET 1. THE CORRECT LENGTH OR TYP.ANCHOR TYPE, EMBEDMENT AND LL o STAGGERING LOCATIONS. EMBEDMENT AND EDGE EDGE DISTANCE PER = LLI EMBEDMENT 1!43 DISTANCE PER SUBSTRATE, 18 SUBSTRATE,SEE U U � uMq ' SHIM 23 23 10 SEE TABLE 1,SHEET 1. 23 10 TABLE 1,SHEET 1. FW-- z 00 � S ON W EDGE ° 16 -- 0 > J N DISTANCE 1 ANCHOR PER HINGE TO BE O Z 0) U) THROUGH SUBSTRATE.MIN. LL #10 FLATHEAD SMS WITH Q Mo MIN.3 THREADS BEYOND INSTALLATION a' 29 1 METAL SUBSTRATE. 52 23 m O }aays OPTION 2 71 7 ® N p 41 INSTALLATION 0 U) ANCHORS DIRECTLY ^ q z U Z Z INTO MASONRY. IZ a1o�S to In w F- L? ^? L Z Cn 0 Z LL 26 4 72 4 47 48 al}il asap sauas EXTERIOR 32 EXTERIOR 1"FRENCH DOOR MULLION 18 70 '�07 20 28 `'r ° 1 ANCHOR PER HINGE TO BE THROUGH EXTERIOR DETAILQf` DETAIL DETAI SUBSTRATE.MIN.3/16"FLATHEAD DETAIL SUBSTRATE. 1 �J ALSO SEE ABOVE ULTRACON, SEE TABLE 1,SHEET 1. DAYLITE OPENING(DLO)SIZES gNOL 5870,5 INSTALLATION NOTES: WHEN USING PART#3: (WIDE RAILS OR STILES) X DOOR FRAME HEIGHT-12.1 =DLO HEIGHT X DOOR FRAME WIDTH-12.3=DLO WIDTH 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 1,SHEET 1. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAYBE USED ON (XX DOOR FRAME HEIGHT)-12.1 =DLO HEIGHT ANY SIDE OF THE DOOR,SIDELITE OR TRANSOM. (XX DOOR FRAME WIDTH/2)-11.5=DLO WIDTH = t 2)WOOD BUCKS DEPICTED ON THIS SHEET AS"1X",ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SLT/TR FRAME HEIGHT-12.1 =DLO HEIGHT MASONRY.WOOD BUCKS DEPICTED AS"2X"ARE 1-1/2"THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE SLT/TR FRAME WIDTH-12.1 =DLO WIDTH ` AUTHORITY HAVING JURISDICTION. WHEN USING PART#4:(NARROW RAILS OR STILES) 3)FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE FRAME OF THE DOOR,SIDELITE OR TRANSOM. SLT/TR FRAME HEIGHT-4.9=DLO HEIGHT }.f ' 'R''P 4 SLT/TR FRAME WIDTH-4.9=DLO WIDTH A.LYNN�JI58705 P.E. 4)IF APPLICABLE, LOWEST DESIGN PRESSURE FROM DOOR,SIDELITE,TRANSOM OR MULLION APPLIES TO THE WHOLE SYSTEM. P.E.#58705 TYP.ANCHOR TYPE, INSTALLATION EMBEDMENT AND EDGE OPTION 4 1/4" 18 23 DISTANCE PER SUBSTRATE, MAX. 23 10 SEE TABLE 1,SHEET 1. INSTALLATION ANCHORS SHIM — DIRECTLY INTO METAL. EDGE 16 1 ANCHOR PER HINGE TO BE DISTANCE THROUGH SUBSTRATE.MIN. 1 #10 FLATHEAD SMS WITH MIN.3 THREADS BEYOND DOOR 67 29 METAL SUBSTRATE. VISIBLE LIGHT 33 71 5 WIDTH(DLO) 7 23 TYP.ANCHOR ----. TYPE,EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE,SEE TABLE 1,SHEET 1. EXTERIOR 52 3 31 72 48 o D)NO CHANGES THIS SHEET. EXTERIOR 'Ln AK-4/9/20 1"FRENCH DOOR MULLION 70 4'7 20 28 DETAIL 18 MIAMI-DADE APPROVED MULLION(SEE SEPERATE NOA),ALUMINUM,STEEL DETAILfl FRAMING OR STEEL STUD, j ^ab C — INSTALLATION OPTION 3 DOOR FRAME WIDTH o LO INSTALLATION ANCHORS THROUGH �- a}op L6 1X BUCKSTRIP INTO MASONRY. TYP.ANCHOR TYPE,EMBEDMENT AND EDGE TYP.ANCHOR TYPE,EMBEDMENT O � O LO LO DISTANCE PER SUBSTRATE,SEE TABLE 1,SHEET AND EDGE DISTANCE PER J co O EMBEDMENT 1.AVOID INTERFERENCE WITH OPPOSING SUBSTRATE,SEE TABLE 1,SHEET 1. 0 -1 o TYP.ANCHOR TYPE 18 23 ANCHOR BY CHOOSING THE CORRECT LENGTH EMBEDMENT z c0 a 1!4" EMBEDMENTAND a MAX. EDGE DISTANCE PER OR STAGGERING LOCATIONS. 1/4" U U O �e SHIM 23 SUBSTRATE,SEE 23 10 .° MAX. UJ c0 � u^+o�p oN EDGE TABLE 1,SHEET 1. EDGE SHIM 23 H W DISTANCE 0M0 DISTANCE t J 04 ° Z O) U r a LL z O ° 4 'v Q TYP.ANCHOR 31 .a • ., 1 Ix ap TYPE, • 29 m O }aa4S EMBEDMENT :Q 5 33 Q�. 41 ® N O AND EDGE aL2 0 CV H DISTANCE PER ° e z0 Z ZO Z SUBSTRATE, e 'ID-IS SEE TABLE 1, , Q SHEET 1. ° ° ° • ( Q LO Lu Z U CONCRETE/CMU °. 31 EXTERIOR ^m.•!. Z LL PER ANCHOR • 3 • 4 EXTERIOR a�}!1 •asa(7 sauaS REQUIREMENT 1X WOOD CONCRETE/CMU 32 t 1 EXTERIOR BUCKSTRIP, SIDELITE/TRANSOM FRAME WIDTH PERANCHOR 17 TH S SEE NOTE 2,SHEET . DETAIL DETAIL G 18 REQUIREMENT oPr INSTALLATION ®4� ,m �c r '%1` DETAIL OPTION 2 r INSTALLATION ANCHORS _ No. 53705 INSTALLATION NOTES: DIRECTLY INTO MASONRY. R .fir -a = 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 1,SHEET 1. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE USED ON Q I} ANY SIDE OF THE DOOR,SIDELITE OR TRANSOM. 0 T "i E 2)WOOD BUCKS DEPICTED ON THIS SHEET AS"1X",ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-112". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO f MASONRY.WOOD BUCKS DEPICTED AS"2X"ARE 1-1/2"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE ..•••• � �a AUTHORITY HAVING JURISDICTION. j�s, /ONAL \tip 3)FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE FRAME OF THE DOOR,SIDELITE OR TRANSOM. t/t}i i I I 1 S i°\\ 4)IF APPLICABLE,LOWEST DESIGN PRESSURE FROM DOOR,SIDELITE,TRANSOM OR MULLION APPLIES TO THE WHOLE SYSTEM. A.LYNN MILLER,P.E. P.E.#58705 INSTALLATION OPTION 3 INSTALLATION OPTION 4 INSTALLATION ANCHORS THROUGH INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP INTO MASONRY. EDGE 1X BUCKSTRIP INTO 2X WOOD. EDGE DISTANCE DISTANCE ° 2X WOOD a CONCRETE BUCKSTRIP �/-- 4. Q 32 16 PER ANCHOR ° ° ° .> �. OR FRAMING, REQUIREMENT EMBEDMENT SEE NOTE 2, as EMBEDMENT a9 ° a THIS SHEET a 1 ° 23 1X WOOD 1X WOOD BUCKSTRIP,SEE BUCKSTRIP,SEE 23 NOTE 2,THIS SHEET. NOTE 2,THIS SHEET. 1/4"MAX SHIM 1/4"MAX SHIM 17 -- 18 25 OPT F-I 23 TYP,ANCHOR TYP.ANCHOR TYPE, EMBEDMENT TYPE, EMBEDMENT 16 ' � c D)NO CHANGES THIS SHEET. ' AND EDGE AND EDGE ° i 2 AK-4/9/20 TYP.ANCHOR TYPE, 29 DISTANCE PER s DISTANCE PER EMBEDMENT AND EDGE SUBSTRATE,SEE _i1_ SUBSTRATE,SEE 31 i i DISTANCE PER SUBSTRATE, ' SEE FLUSHBOLT TABLE 1,SHEET 1. TABLE 1,SHEET 1. ' DETAIL,SHEET 12 SEE TABLE 1,SHEET 1.AVOID INTERFERENCE WITH M OPPOSING ANCHOR BY i i 6 3 > CHOOSING THE CORRECT LENGTH OR STAGGERING LOCATIONS. DETAIL�i 6 } ti 94op ui O Lo EXTERIOR 33 , DETAI L� 1 O O a z � O = LLI ' �e ureor SIDELITE/ W U 00 p 'ON TRANSOM F- z DOOR 14 15 WINDOW FRAME > lqT J N DETAIL�H VISIBLE LIGHT VISIBLE LIGHT HEIGHT 0 Z U) i , HEIGHT 33 T(DLO) HEIGHT(DLO) Q O O DOOR FRAME ® N 0 }aa4S i HEIGHT U) cl M EXTERIOR ZO U O Z INSTALLATION NOTES: ' ' a z Q aloas 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON EXTERIOR i DETAIL DETAILQ �- ul TABLE 1,SHEET 1. FOLLOW EMBEDMENT AND EDGE DISTANCE c9 -� Q Lo Lo LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE USED ON i w } ~ ' ' i TYP.ANCHOR ANY SIDE OF THE DOOR,SIDELITE OR TRANSOM. i INSTALLATION TYPE,EMBEDMENT 5; z 0 i a�}l asap sauaS 2)WOOD BUCKS DEPICTED ON THIS SHEET AS"1X",ARE OPTION 2 AND EDGE —L+— INSTALLATION DISTANCE PER BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2".1X INSTALLATION , OPTION 1 ANCHORS DIRECTLY WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED i i 22 29 SUBSTRATE,SEE s '. f ' i 23 TYP.ANCHOR INTO MASONRY. TABLE 1,SHEET 1. ` �`�{/f- DIRECTLY TO MASONRY.WOOD BUCKS DEPICTED AS"2X"ARE INSTALLATION ANCHORS - 1-1/2"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE TYPE,EMBEDMENTEll liffd OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS INTO 2X WOOD. i AND EDGE 1 1/4"MAX.SHIM OR APPROVED BY THE AUTHORITY HAVING JURISDICTION. 24 i i� DISTANCE PER 3.4 KSI NOW SHRINK, No. 58;05 r a^- SUBSTRATE,SEE 23 NON-METALLIC _- 2 TABLE 1,SHEET 1. 3)FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER GROUT�a -FULL - - SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE LENGTH % z d FRAME OF THE DOOR,SIDELITE OR TRANSOM. FULL LENGTH 1/4"MAX.SHIM :Of °. T.r�fF Ci 4)IF APPLICABLE,LOWEST DESIGN PRESSURE FROM DOOR, e ° EMBEDMENT r`r kTf� 4 •®' SIDELITE,TRANSOM OR MULLION APPLIES TO THE WHOLE 2X WOOD BUCKSTRIP EMBEDMENT CONCRETE PER a sl C~ SYSTEM. OR FRAMING,SEE ANCHOR ° a i d d d j 1 NOTE 2,THIS SHEET REQUIREMENT °- A.LYNN MILLER,P.E. EDGE DISTANCE —}e ►� EDGE DISTANCE P.E.#58705 4.922" I-■- 2.281" -�-I 4.565" 582" 0 Q� 3.925" -�I 1.457" J� 500" 75 0 " 075" a 312" 1.750" 1.000" Or ,ten®� 1.375" 187" �U SIDELITE ADAPTER #20003, Rigid PVC 1 FRAME HEAD&JAMB 2 FRAME SILL 3 PANEL RAIL&STILE #20000,Rigid Cellular PVC #20001, Rigid PVC #20002, Rigid Cellular PVC 3.079" .182" 1.503" 1.500" 2.146' 2.488" 1.097" c D)NO CHANGES THIS SHEET. AK-4/9/20 .761" 374" .278" W p M 080" 080" .080" > nab{ 3.564" 3.518" 3.518' .100" 4.561" Y 3.518" p Lo 080" .080" 3.918" a}op L6 O Lo O � U) Lo M LL 0 � -®I 1.075" .888" �-�-- 1.075" H Z 6 umo Q .ON HINGE STILE TOP & BOTTOM RAIL PANEL STILE I W , C DMa REINFORCEMENT 6 REINFORCEMENT REINFORCEMENT 1.075" 1.075" 1.000" oo > It J N #20014, 6063-T6 #20015, 6063-T6 z °: o #20013, 6063-T6 (�)#20016, ACTIVE (�)#20017, INACTIVE 1 FRENCHASTRAGAL ASTRAGAL DOOR MULLION z O1.994" -► 6063-T6 6063-T6 #20022, 6063-T6 v- 1.140" 1.140" 1.258" co O }aa4s 1.359" �u U. . Z 610" � .343 O Z Z a oas I _ ~ W �060" 060"' .070" P-' Tv- .840" � I� 1.625" w O Lo INACTIVE 4 BEVELED 5 OGEE 6 FRAME SCREIYV (�4)20008, ADD-ON ,�$ 1" MULLION 9 ACTIVE 3 - Lo ASTRAGAL COVER a BEAD BEAD O COVER FIN/FLANGE a CAP ASTRAGAL COVER Uj z I_ #20004, Rigid PVC #20005, Rigid PVC #20006, Rigid PVC #20007, Rigid PVC Rigid PVC #20009, Rigid PVC #20011, Rigid PVC j w LL a1}11 -ssa4 Isapas 935" 1.012" 1.625" .901" ��.- 1F1; I9lt1/,`1. ` 632" 2.285" -►{ 1.875' 0.125" I 060" \� �....... �b�£ 386" .384" .723" -- 050" No' 58705 062" .191" 4 -®-��®- .063" 200" .050" (&S SINGLE DOOR THRESHOLD ANCHOR THRESHOLD HINGE TRIM 7/16" SQUARE _ I z ,�TRAGAL COVER 22 COVER 23 PLATE 24 CAP 25 DRIP CAP 26 COVER 27 BEAD r � #20012, Rigid PVC #20057, 6063-T5 #19031, 6063-T6 #20020, 6063-T6 #20021, 6063-T6 #20023, Rigid PVC #20047, Rigid PVC 11rri �j A.LYtJN MILLER,P.E. ALL RIGID AND RIGID CELLULAR PVC BY VISION EXTRUSIONS,LTD. P.E.#58705 TABLE 11: 62 # PGT Part# Description Material DOOR HEAD 23 91 1 20000 Door&Sidelite/Transom Main Frame Cellular PVC DOOR PANEL HEAD 2 20001 Door Frame Sill Rigid PVC 1 3 20002 Panel Stile&Rail Cellular PVC 8 19 4 20003 Sidelite Adapter Rigid PVC 3 5 1 20013 Hinge Stile Reinforcement Alum.,6063-T6 6 6 20014 Panel Rail Reinforcement Alum.,6063-T6 7 20015 Panel Stile Reinforcement Alum.,6063-T6 1 8 20016 Active Astragal Rigid PVC / 9 20017 Inactive Astragal Rigid PVC 28 1 10 20022 1"French Door Mullion Alum.,6063-T6 34 23 13 20004 Inactive Astragal Cover Rigid PVC 16 20007 Screw Cover Rigid PVC 14 20005 1-1/16"Bevel Bead Rigid PVC 15 20006 1-1116"Ogee Bead Rigid PVC 3 / 17 20008 Add-on Fin/Flange Rigid PVC / 18 20009 1"Mullion Cap Rigid PVC 5 19 20011 Active Astragal Cover Rigid PVC / 3 20 20012 Single Door Astragal Cover Rigid PVC DOOR 221 20057 Threshold Cover Alum.,6063-T5 JAMB / c D)ADDED BACKBEDDING. 23 19031 Anchor Plate Alum.,6063 T6 / o 241 20020 Threshold Cover Alum.,6063-T6 AK-4/9120 251 20021 Drip Cap Rigid PVC Y 261 20023 Hinge Trim Cover Rigid PVC 27 20047 7116'Square Bead Rigid PVC 67 28 Fin Weatherstrip 35 ❑ 29 1671/3 Frame Weatherstrip W c na a 31 714FPT410XW Frame-to-Wide Slab Screw:#14 X1-1/2"Ph.FH, 16.625"O.C. Stainless Steel 26 DOOR PANEL ` Y 32 7S101X Frame-to-Nar.Slab Screw:#10 X 1"Ph.FH,28"O.C. Stainless Steel ❑0 to 33 78X1FPT410 Reinforcement Screw:#8 X1"Ph.FH, 18"O.C. Stainless Steel 70 / �" HINGE STILE > r 34 710)2FPAX Frame AssemblyScrew:#10X2"Ph. FH Stainless Steel � a}op > LO / DOOR PANEL N O LO 35 714FPT410XW W-W Slab Assembly Screw:#14 X 1-1l2"Ph. FH Stainless Steel � �t O � 36 71420X2.25 N-W Slab Assembly Screw:#14 X2-1/4"Ph. FH Stainless Steel / LOCK STILE ® O J 0 0 41 20026 Setting Block,85+/-5 duro. Vinyl LL 0 42 Backbedding: Dow-995 or GE-7700 or Dow 791 or Dow 983 Silicone / = LLI � A 43 Argon Gas C) O 8 44 6HL5140 Hot Melt Butyl 1A W U 00 u"ova 'oN 45 1652 Setting Block 9/16"x 4"x 3/16",85+/-5 duro. Neoprene I— W HMO 46 1614 Setting Block 1/2"x 1"x 1/8",85+/-5 duro. Neoprene 1 33 rz-O > J N 47-73 see Hardware BOM,Table 12,Sheet 12 INSTALLATION O Z O U) 90 20033 Inactive Astragal Cap Acetal ANCHOR ❑ O u- 91 20035 jActke Astragal Cap Acetal 71 32 Z O Q m ALL RIGID PVC AND RIGID CELLULAR PVC BY ENERGI FENESTRATION ❑ SOLUTIONS USA,INC OR VISION EXTRUSIONS,LTD. / INTERIOR ® rn O Q }aays ❑ J ANCHOR O.C. DIMENSIONS SHOWN AS MAXIMUM. rn W � 72 Z O W 0 33 aloas DOOR / U) ANCHOR/SUBSTRATE MATERIAL PROPERTIES: LO JAMB w z 29 } LO Material Min. Fy Min. F„ / z O 0 #12 Steel Screw 92 ksi 120 ksi 3 / > U LL #12 18-8 Screw 60 ksi 95 ksi 24 2 / al}ll ssaQ sauas #12 410 Screw 90 ksi 110 ksi i r Elco/DeWalt Aggre-Gator® 57 ksi 96 ksi SIDELITE/TRANSOM 34 3/16' Elco UltraCon 155 ksi 177 ksi JAMB W/NARROW ,rz 3/16" DeWalt UltraCon+ 117 ksi 164 ksi FRAME ° 1/4" Elco UltraCon 155 ksi 177 ksi DOOR 6 c. 58705 " 1/4" DeWalt UltraCon+ 148 ksi 164 ksi / SILL 4 1/4"410 SS Elco/Dewalt CreteFlex 127.4 ksi 189.7 ksi -rd _. 6063-T5 Aluminum 16 ksi 22 ksi 16 i '• R A A36 Steel 36 ksi 58 ksi Gr. 33 Steel Stud 33 ksi 45 ksi SIDELITE/TRANSOM ° ' ' _ i r' •°' '" 34 31 SILL W/WIDE FRAME 1 (HEAD SIMILAR) A.LYNNIMILLER,P.E. P.E.#58705 HARDWARE DETAILS & LOCATIONS 52,55 53,55 47-49 62,63 60 gg 70-72 67 EQUALLY- SPACED / 67 / 47-49 / \ O 0 53-54 o U o o D)NO CHANGES THIS SHEET. EQUALLY- AK-4/9/20 0 SPACED o m o � o � \ o 0 o LT , o W �aa Y 44" LO EQUALLY- \ MAX. \ / >- a}oa LO SPACED \ \ E / O O J CIDO OE i \ \ / LL 0 8" 10 -F W c4 e o MAX. MAX. W U � N uMDJo 'ON z 11 TYP. A 70-72 70-72 p > M �N lz- "X" CONFIGURATION "XX" CONFIGURATION z °' o W u\--8z -j o SEE DETAIL, Q Q N TABLE 12: TOP LOCK 1— # PGT Part# Description Material SIMILAR ® O m O W }gays N 47 666032701 P3000 3-PT Rhino Lock (68"), Amesbury Inc. Stainless Steel HINGE DETAIL: 48 666032702 P3000 3-PT Rhino Lock (over 6'8"), Amesbury Inc. Stainless Steel z U W Z o 49 71032X1FPFX Rhino Lock Screw: 10-32 X 1" Phil. FH Stainless Steel 70 0 W 0_ arOas 52 20027 Adjustable Strike Plate Assembly, Amesbury Inc. Stainless Steel — 13- u- z LO 53 20028 Center Strike Plate Assembly, Amesbury Inc. Stainless Steel O O � LO 54 7S101X Strike Plate Screw, (X): #10 X 1" Phil. FH 410 S.S. LU Z � 55 78X12PFHUX Strike Plate Screw, (XX):#8 X 1/2" Phil. FH 410 S.S. Z W 0 60 7S61202 Flush Bolt{)X) Op Op ar}rl asap LL sauas 61 7803725 Flush Bolt Rod (XX) _ 62 420034 Flush Bolt Guide(XX) 4" 63 7832X12FPXP Flush Bolt Guide Screw: 8-32 X 1/2" Phil. FH @ @ ��� ©�Y LYNIV 64 48033N Guide Pin {XX) 65 78036 Flush Bolt Strike Plate(XX), Amesbury Inc. Stainless Steel 66 7832X12FPXP Flush Bolt Strike Plate Screw, (XX): #8 X 3/4" Phil. FH 410 S.S. 0 @ � 67 varies Handle/Lever 9/16„ _= No, 58705 68 varies Dummy Handle/Lever f" BEYOND 4" PANED i T 70 20025 Butt Hinge, Amesbury Inc. Stainless Steel 71 71032X1 FPFXj Hinge, Slab Screw: #10-32 X 1" Phil FH Stainless Steel ��-�''• TATE 0 141� 72 7S101X lHinge, Frame Screw: #10 X 1" Phil. FH Stainless Steel FLUSH BOLT DETAIL: ����' .°<( Rlpp ////ONAL A.LYNN MILER,P.E. P.E.#58705