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HomeMy WebLinkAboutPGT Vinly FDM IAM I -RADE 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.gov/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, 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., 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. TERNIINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 17-0504.05 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao, P. E. - , gal 47"o ie NOA No. 18-1108.03 Expiration Date: January 23, 2024 Approval Date: December 20, 2018 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 11/05/15, signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No. 16-0126.04) Sifang Zhao, P.E. Product Control Examiner NOA No. 18-1108.03 Expiration Date: January 23, 2024 Approval Date: December 20, 2018 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 5th 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 Sifang Zhao, P.E. Product Control Examiner NOA No. 18-1108.03 Expiration Date: January 23, 2024 Approval Date: December 20, 2018 E-2 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 01/19/17, 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) S. 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) Sifang Zhao, P.E. Product Control Examiner NOA No. 18-1108.03 Expiration Date: January 23, 2024 Approval Date: December 20, 2018 E-3 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 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. 13-0815.03) F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014) and FBC 61h 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. f �- Sifang Zhao, P.E. Product Control Examiner NOA No. 18-1108.03 Expiration Date: January 23, 2024 Approval Date: December 20, 2018 E-4 SERIES FD -5555, IMPACT -RESISTANT, VINYL, REINFORCED, OUTSWING FRENCH DOOR & SIDELITE/TRANSOM (SLTITR) 1) THIS PRODUCT HAS BEEN DESIGNED &TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS (CMU'S) OF NORMAL WEIGHT AND OF COMPRESSIVE STRENGTH OF MIN. 1.9 KSI AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 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 CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 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 C1107, (DONE BY OTHERS). MAX. 1/4" SHIM SPACE FOR GROUT WHICH MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION, COMPLYING WITH THE FBC. 6) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE THE EMBEDMENT SHOWN ON TABLE 1, THIS SHEET . NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. EXTERIOR INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 7) MAX. 1/4" SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE DOOR, SIDELITE OR TRANSOM. 8) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 9) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD, ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (INCLUDING ADOPTED STANDARDS) FOR CORROSION RESISTANCE. 10) ALL RIGID PVC AND RIGID CELLULAR PVC MANUFACTURED BY ENERGI FENESTRATION SOLUTIONS USA, INC. 0 R VISION EXTRUSIONS, LTD. HAS BEEN TESTED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR PLASTICS. 11) SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FLORIDA BUILDING CODE. 12)•REFERENCES: TEST REPORTS: FTL-7339, 7371, 8715, 8716 & 8717 NOA'S: ELCO ULTRACON, CRETEFLEX & AGGREGATOR ANCHOR NOA'S, ENERGI FENESTRATION SOLUTIONS USA, INC. OR VISION EXTRUSION, LTD. WHITE RIGID PVC NOA, VE 1000 TAN 202 AND LIGHTER SHADES (NON-WHITE) RIGID PVC NOA AND BROWN COATED (PAINTED OR LAMINATED) WHITE RIGID PVC NOA 13) THE 5555 SERIES IS ALSO KNOWN AS THE 555 SERIES. Material Min. F,, Min. F. Steel Screw 92 ksi 120 ksi 18-8 Screw 60 ksi 95 ksi 410 Screw 90 ksi 110 ksi Ek a Aggre-Gators 57 ksi 96 ksi Elco UltraCon® 155 ksi 177 ksi 410 SS Eico CreteRexe) 127.4 ksi 189.7 ksi 6063•T5 Aluminum 16 ksi 22 ksi A36 Steel 36 ksi 58 ksi Gr_ 33 Steel Stud 33 ksi 45 ksi GUIDE GENERAL NOTES ........................... 1 ELEVATIONS ................................... 2 GLAZING DETAILS .......................... 3 DESIGN PRESSURES ..................... 4-5 ANCHORS ........................................ 4-6 INSTALLATION ................................ 7-9 EXTRUSION PROFILES .................. 10 PARTSLIST ..................................... 11-12 CORNER DETAILS .......................... 11 HARDWARE DETAILS.....................12 Steel, A36* --5/16" DESIGN PRESSURE RATING IMPACT RATING PRODUCT RENEWED VARIES, RATED FOR LARGE & SMALL as complying with the Florida SEE SHEETS 4 & 5 MISSILE IMPACT RESISTANCE Building Code TABLE 1• NOA-No. 18-1108.03 Group Anchor Substrate Min. Edge Distance Min. Embedment A 3/16" Elco Ultracon Ungrouted CMU, (ASTM C-90) V 1-1/4" Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" 4 #10 Steel SMS (G5) #10 410 S.S. SMS #10 18-8 S.S. SMS P.T. Southem Pine (SG=0.55) 1/2" 1-3/8" Aluminum, 6063-T5* 5/16" 0.063" Steel, A36* --5/16" 0.063" Steel Stud, A653 Gr. 33* 5/16" 0.063" B 3/16" Elco Ultracon P.T. Southem Pine (SG=0.55) 1/2" 1-3/8" Grouted CMU, (ASTM C-90) 2-1/2" 2-1/4" Concrete (min. 2.85 ksi) 1" 1-3/8" 1/4" Elco Ultracon Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" #12 Steel SMS (G5) #12 410 S.S. SMS #12 18-8 S.S. SMS P.T. Southem Pine (SG=0.55) 9/16" 1-3/8" Aluminum, 6063-T5* 3/8" 0.071" Steel, A36* 3/8" 0.071" Steel Stud, A653 Gr. 33* 3/8" 0.071" (14 Ga) C 1/4" Elco Ultracon P.T. Southem Pine (SG=0.55) 1" 1-3/8" Grouted CMU, (ASTM C-90) 2-1/2" 1-3/4" Concrete (min. 2.85 ksi) 1" 1-3/8" ZQ 1/4" Elco 410 S.S. CreteFlex Concrete (min. 3.35 ksi) 1" 1-3/4" Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" 1/4" Elco 18-8 S.S. Aggne-Gator P.T. Southern Pine (SG=0.55) 1" 1-3/8" Concrete (min. 3.27 ksi) 1-1/2" 1-3/8" Ungrouted CMU, (ASTM C-90) 4" 1-1/4" 1/4" Elco Ultracon Concrete (min. 2.85 ksi) 2-1/2" 1.3/8" D 1/4" E1co410 S.S. CreteFlex Concrete (min. 3.35 ksi) 2-1/2" 1-3/4" MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. TABLE 2 - Type Description Where Used: 1 1-3/16" Lami. IG (1/8"T- 11/16" Air- 1/8* ANN -.090" PVB -1/8" ANN) Door 2 1-3/16" Lami. IG (3/16" T - 5/8" Air - 1/8" ANN.- .090" PVB -1/8" ANN) Door 3 1-3/16" Lami. IG (1/8"T- 9/16" Air - 3/16" ANN -.09G" SG - 3/16" ANN) Sidelite/Transom 4 1-3/16" Lami. IG (3/16" T- 1/2"Air - 3/16" ANN - .090" SG - 3/16" ANN) Sidelite/Transom 5 1-3/16" Lami. IG (1/8" T- 9/16" Air - 3/16" ANN -.090" PVB - 3/16" ANN) Sidelite/Transom 6 14/16" Lami. IG (3/16" T- 1/2"Air - 3/16" ANN -.090" PVB - 3/16" ANN) Sidelite/Transom 7 7/16" Lami. (3116" ANN -.090" PVB - 3/16" ANN) I Door/Sidelite/Transom "ANN" = ANNEALED "7'= TEMPERED "PVB" = .0,90" TROSIFOLO PVB INTERLAYER BY KURARAY AMERICA, INC. "SG" =.090" SENTRYGLAS® INTERLAYER BY KURARAY AMERICA, INC. SEE SHEET 3 FOR SPACER INFORMATION- CODES/ NFORMATION_ CODES/ STANDARDS USED: •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION *2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION III ASTM El 300-09 *ANSI/AF&PA NDS -2015 FOR WOOD CONSTRUCTION *ALUMINUM DESIGN MANUAL, ADM -2015 *AISI S100-12 *AISC 360-10 Expiration Date 01/23/2024 By Miam' a Product Control PRODUCT REVISED as complying with the 1171midst Building Cone AceepMace N0 1 -05? A� . Vj EFation ,Lj 1 o C) UPDATED TO FBC 2017, ADDED SPACER DWGS., REVISED #22 - JR - 04/10/17 N.LY N)V 4f Al . .%CENSE * : No. 58705 �0 ' TE O �ONAL E \� 1111►\\\\ A. LYNN MILLER, P.E. P.E.# 58705 d WK > .Aaa � w LO rn > r a}DQ i- ti a�LU (D N z W� LO OJO a� >] Zu- coo CD_ W ©� TT U U o 'ON 9MG 00 = a H Z '7 UMO�Q r< > a J TF Z v o U) T_ ZQ LLO ® N O }aays W U) ZZ Z ~O Z Q W Z aloaS O W U.) LO w uZ v Z W 0 > (D L- al}LL •asaQ Isauas N.LY N)V 4f Al . .%CENSE * : No. 58705 �0 ' TE O �ONAL E \� 1111►\\\\ A. LYNN MILLER, P.E. P.E.# 58705 37-9/16" MAX. SLAB WIDTH / 93-7/8" MAX. SLAB HEIGHT TYP. DOOR SLAB 76" MAX. —.-{ 1" MULL (X2) N HE (ALL Cor DETAIL HEET # 38-3/4" �+ (38.79") -41 f MAX. 40" TYP. i 0Ixx10 (WIDE STILES AND WIDE RAILS SHOWN ON SIDELITES) X 111" MAX. HEIGHT OR WIDTH EXAMPLE CONFIGURATIONS 76" MAX. 9 O/X WITH HORIZONTAL. 98-7/8" MAX. DLO MULLION 38-3/4" MAX. � (WIDE STILES AND �TYP. g WIDE RAILS SHOWN 1" MULL L jj� I/T I LO O LO a�od C� N ZW LU Cn LO LO O Ch a Opo r= 0 g Z co o 0Ixx10 (WIDE STILES AND WIDE RAILS SHOWN ON SIDELITES) X 111" MAX. HEIGHT OR WIDTH EXAMPLE CONFIGURATIONS 76" MAX. 9 9 XX 30.8 FT2 MAX. 30.8 FTz MAX. SEE SIZE RANGES FROM SEE SIZE RANGES FROM TABLE 8 & 9, SHEET 5 TABLE 8 & 9, SHEET 5 MA O/X WITH HORIZONTAL. 98-7/8" MAX. DLO MULLION 38-3/4" MAX. � (WIDE STILES AND �TYP. g WIDE RAILS SHOWN 1" MULL L jj� TRANSOM) TRANSOM) 9 XX 30.8 FT2 MAX. 30.8 FTz MAX. SEE SIZE RANGES FROM SEE SIZE RANGES FROM TABLE 8 & 9, SHEET 5 TABLE 8 & 9, SHEET 5 MA SINGLE O (WIDE STILES AND WIDE RAILS SHOWN ON SIDELITES) 106-1/16!' MAX. DLO 111" MAX. HEIGHT OR WIDTH 40" O/X WITH HORIZONTAL. 98-7/8" MAX. DLO MULLION 38-3/4" MAX. � SINGLE O (WIDE STILES AND WIDE RAILS SHOWN ON SIDELITES) 106-1/16!' MAX. DLO 111" MAX. HEIGHT OR WIDTH 40" O/X WITH HORIZONTAL. MAX. MULLION 38-3/4" MAX. � (WIDE STILES AND �TYP. g WIDE RAILS SHOWN 1" MULL ON SIDELITE & 40" MAX. 38-3/4" TYP. MAX. 1" MULL —►{ 1" MULL g O►X (SHOWN) OR X10 0140 (WIDE STILES AND WIDE RAILS (NARROW STILES AND WIDE SHOWN ON SIDELITES) RAILS SHOWN ON SIDELITES) 40" MAX. 38-3/4" HORIZONTAL MAX. MULLION LENGTH i fu 96" MAX. VERTICAL MULLION LENGTH SINGLE O (NARROW STILES AND NARROW RAILS SHOWN ON SIDELITES) NOTES: 1) SINGLE DOORS MAY BE LEFT OR RIGHT-HANDED. 2) MULLIONS SHOWN ARE STANDARD 1" FRENCH DOOR MULLIONS PER THIS NOA. 3) MULLED CONFIGURATIONS NOT SHOWN MAY BE POSSIBLE USING OTHER MULLION TYPES, SEE SEPARATE NOA. 4) FRENCH DOOR MULLION IS LIMITED TO 96" IN VERTICAL APPLICATIONS AND 40" IN HORIZONTAL APPLICATIONS. 5) NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SLT/TR OR MULLED ASSEMBLY. 6) ADDITIONAL CONFIGURATIONS USING THE 1" FRENCH DOOR MULLION ARE POSSIBLE_ USE THE ABOVE DRAWINGS AS A REFERENCE FOR SIZE LIMITATIONS. 40" MAX. TYP. i -f- 1" MULL 010 (MAXIMUM OF 2 MULLED SIDELITES) (WIDE STILES AND NARROW RAILS SHOWN ON SIDELITES) O/O WITH O/X WITH HORIZONTAL. i i MULLION MULLION (WIDE STILES AND (NARROW STILES WIDE RAILS SHOWN AND NARROW ON SIDELITE & RAILS SHOWN ON TRANSOM) TRANSOM) LO O LO 40" MAX. 38-3/4" TYP. MAX. 1" MULL —►{ 1" MULL g O►X (SHOWN) OR X10 0140 (WIDE STILES AND WIDE RAILS (NARROW STILES AND WIDE SHOWN ON SIDELITES) RAILS SHOWN ON SIDELITES) 40" MAX. 38-3/4" HORIZONTAL MAX. MULLION LENGTH i fu 96" MAX. VERTICAL MULLION LENGTH SINGLE O (NARROW STILES AND NARROW RAILS SHOWN ON SIDELITES) NOTES: 1) SINGLE DOORS MAY BE LEFT OR RIGHT-HANDED. 2) MULLIONS SHOWN ARE STANDARD 1" FRENCH DOOR MULLIONS PER THIS NOA. 3) MULLED CONFIGURATIONS NOT SHOWN MAY BE POSSIBLE USING OTHER MULLION TYPES, SEE SEPARATE NOA. 4) FRENCH DOOR MULLION IS LIMITED TO 96" IN VERTICAL APPLICATIONS AND 40" IN HORIZONTAL APPLICATIONS. 5) NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SLT/TR OR MULLED ASSEMBLY. 6) ADDITIONAL CONFIGURATIONS USING THE 1" FRENCH DOOR MULLION ARE POSSIBLE_ USE THE ABOVE DRAWINGS AS A REFERENCE FOR SIZE LIMITATIONS. 40" MAX. TYP. i -f- 1" MULL 010 (MAXIMUM OF 2 MULLED SIDELITES) (WIDE STILES AND NARROW RAILS SHOWN ON SIDELITES) O/O WITH O/X WITH HORIZONTAL. HORIZONTAL MULLION MULLION (WIDE STILES AND (NARROW STILES WIDE RAILS SHOWN AND NARROW ON SIDELITE & RAILS SHOWN ON TRANSOM) TRANSOM) PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 18-1108.03 01/23/2024 x va ion e B Miami de Product Control PRODUCTREEWSK) as C'emplyim Witk*4 fbdo Building CO& trr_ Acseptim Date 4 No !!���ri ddp'r7O� xl ExpiFation By y C) NO CHANGES THIS SHEET JR - 04/10/17 LYNN L%CENSF * : NO. 59705 , 0 TE TONAL cN•�`\• A. LYNN MILLER, P.E. P.E.# 58705 J W ? > �b _ p ❑ LO O LO a�od C� N ZW LU Cn LO LO O Ch a Opo r= 0 g Z co o UW o ° ire -j W U co = Q N 21110 'ON I' W On] � > a J d O Z oU U) U) N r Z Z LL O Q Q N 3aa4S N0 LL = U Z O Z W U LL O L LL J H d ILO VZ p > W LL aIld �saQ sauas LYNN L%CENSF * : NO. 59705 , 0 TE TONAL cN•�`\• A. LYNN MILLER, P.E. P.E.# 58705 J GLAZING DETAILS 1-3/16" NOM. GLASS STACK 5/16" LAMINATED GLASS STACK 1/8" ANNEALED GLASS 11/16" AIRSPACE ,090" PVB 1-3/1 6" NOM. GLASS STACK 5/16" LAMINATED GLASS STACK 1/8" ANNEALED GLASS 5/8" AIRSPACE 1.090" PVB 1-3/16" NOM. GLASS STACK 7/16" LAMINATED GLASS STACK 3/16" ANNEALED GLASS 9/16" AIRSPACE x.090" SG 1/8" TEMPERED GLASS-,,- 1/8" ANN LED GLASS 1/8" AN EALED GLASS33/1�EALED GLASS 3/16" TEMPERED GLASS 1/8" TEMPERED GLASS 14 11/16" EXTERIOR 14 11/16" 14 11/16" EXTERIOR EXTERIOR A 63;� D GLASS BITE a ^ GLASS BITE � 3 GLASS BITEllt% GLASS TYPE 1 USED IN DOOR ONLY 1-3/16" NOM. GLASS STACK 7116" LAMINATED GLASS STACK 3116" ANNEALED GLASS 1/2" AIRSPACE .090" SG GLASS TYPE 2 USED IN DOOR ONLY 1-3/16" NOM. GLASS STACK 7/16" LAMINATED GLASS STACK 3/16" ANNEALED GLASS 9/16" AIRSPACE ,.090" PVB GLASS TYPE 3 TYP. WIDE FRAME GLAZING DETAIL, NARROW FRAME SIMILAR 1-3/16" NOM. GLASS STACK1 7/16" LAMINATED GLASS STACK 3/16" ANNEALED GLASS 1/2" AIRSPACE x.090" PVB SILICONE STRUCTURAL 1/4" NOM. POLYISOBUTYLENE WITH DESICCANT EXT. GLASS I 37 KODISPACE 4SG TPS GLASS TYPE 7 USED IN DOOR, (SHOWN) & SIDELITEITRANSOM REFERENCE TEST REPORTS: FTL-8717, 8968 & 8970 INT. GLASS PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 18-1108.03 Expiration Pate 01/23/2024 By Miami -Dade Product Control PRODUCT REVISED as complying with the FMCids Building Code ) -b Ac€eptance rlo / Expiration No By Mi. ado nii�nt Call y C) ADDED SPACER DRAWINGS - JR - 04/10/17 `—INT. GLASS HOT -MELT BUTYL STRUCTURAL 3116" A NEALED GLASS 3/16" TEMPERED GLASS SILICONE ����11/116" EXTERIOR 14 11/16" EXTERIOR 14 11/16" c w FOAM EXTERIOR GLASS BITE a 3/16" NOM. WITH ALUMINUM 4 U 4 3 DESICCANT REINFORCEMENT 37 38 39 40 0 37 38 39 40 Q 37 38 39 40 42 5/16" NOM. 1 42 1 42 8 -BUTYL SUPER EXT. GLASS � 38 SPACER DESICCANT--- ESICCANT U U00 NXTTM GLASS TYPE 7 USED IN DOOR, (SHOWN) & SIDELITEITRANSOM REFERENCE TEST REPORTS: FTL-8717, 8968 & 8970 INT. GLASS PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 18-1108.03 Expiration Pate 01/23/2024 By Miami -Dade Product Control PRODUCT REVISED as complying with the FMCids Building Code ) -b Ac€eptance rlo / Expiration No By Mi. ado nii�nt Call y C) ADDED SPACER DRAWINGS - JR - 04/10/17 1/8" TEMPERED GLASS 3/16" AN EALED GLASS INT. GLASS 3/16" AN EALED GLASS 3/16" TEMPERED GLASS rw 3116" A NEALED GLASS 3/16" TEMPERED GLASS 14 ����11/116" EXTERIOR 14 11/16" EXTERIOR 14 11/16" c w EXTERIOR GLASS BITE a O GLASS BITE O GLASS BITE a conI� ALUMINUM 4 U 4 3 LO REINFORCEMENT 37 38 39 40 0 37 38 39 40 Q 37 38 39 40 42 5/16" NOM. 1 42 1 42 8 -BUTYL & x o� LU o ® -a � 41 DESICCANT--- ESICCANT U U00 41 GLASS TYPE 4 GLASS TYPE 5 GLASS TYPE 6 FOAM AM DURASEAL® TYP. NARROW FRAME GLAZING TYP. NARROW FRAME GLAZING TYP. WIDE FRAME GLAZING EXT. GLASS 3s O SPACER 0MO DETAIL, WIDE FRAME SIMILAR. DETAIL, WIDE FRAME SIMILAR. DETAIL; NARROW FRAME SIMILAR J �— "PVB" =.090" TROSIFOLO PVB BY KURARAY AMERICA, INC. T - Z GLASS STACK "SG" =.090" SENTRYGLASO INTERLAYER BY KURARAY AMERICA, INC. INT. GLASS Q 3/16" ANNEALED GLASS M 090" PVB CD ®� O O ;aayg 3/16" NEALED GLASS POLYISO- DESICCANT FILL AREA _ _ Q BUTYLENE 5/16" NOM. zl 11/16" SEAL SILICONE SEAL OLL GLASS BITE Z ROLL -FORMED 3 LO LU STAINLESS STEEL, ` > CO XL EDGE EXTERIOR 42 -asap sauas 4o SPACER EXT. GLASS GLASS TYPE 7 USED IN DOOR, (SHOWN) & SIDELITEITRANSOM REFERENCE TEST REPORTS: FTL-8717, 8968 & 8970 INT. GLASS PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 18-1108.03 Expiration Pate 01/23/2024 By Miami -Dade Product Control PRODUCT REVISED as complying with the FMCids Building Code ) -b Ac€eptance rlo / Expiration No By Mi. ado nii�nt Call y C) ADDED SPACER DRAWINGS - JR - 04/10/17 N.LYIVIV \,10ENS+F * No. 58705 STA p ��` �s''•�taR10P-•'��'�: �''�iS70lVAL EN��`• /�rrrrlll+\ A. LYNN MILLER, P.E. I I P.E.# 58705 U dce > r- -Aad{ c w `L ❑ Nw o conI� ainQ U` N z L O LO LLIO (f a � L?O ❑ Z cn LL C x o� LU o ® -a � Xg U U00 'ON _ UMOJ(7 H Z �, LU E 0MO N o ti > d J U) T - Z LL O Q M CD ®� O O ;aayg CO _ _ Q Z Q Z LU LTJ Q alD°S � OLL Z N LO LU Z ` > CO LL awl -asap sauas N.LYIVIV \,10ENS+F * No. 58705 STA p ��` �s''•�taR10P-•'��'�: �''�iS70lVAL EN��`• /�rrrrlll+\ A. LYNN MILLER, P.E. I I P.E.# 58705 SINGLE DOOR -1/2" IIAX. r INSTALLATION --- W -- 60 4" MAX. —�-{ 76 4" M) 0 0 06 0 06 9-112" 9" MAX. I OTEE11 I I m U M t- U, / I I CENTERED I BETWEEN I = = = 3 CENTERED HINGES/ = = _ z BETWEEN HINGES SEEI C C C C NOTE 1 j j 12" O.C. t` I MAX. @ LOCK CENTEREE CENTERED \ C BETWEEN BETWEEN � I 4 HINGE: HINGES I 5 44 �I I 10-1/2' 91, MAX. MAX. ANCHOR REQUIREMENTS SAME AS HEAD X TABLE 3: X &XX Door: Design Pressure +/-50.0 PSF Glass Type 1 +/-70.0 PSF Glass Types 2 & 7 DOUBLE DOOR INSTALLATION X. ASTRAGAL -CLUSTER - -1/2" IIAX. r Anchors Required for a Vertical Mullion (each mullion end) --- � W ? >U)LLI -- 60 72 76 c 0 0 06 0 06 I OTEE11 I I m U M t- U, m I I = :3 = = = 3 = = = 3 = = = = _ z O C C C C C C E A Z Q C) Q (9 Q (9 Q 0 9Q¢ ¢ C UC Q (9 80 4 IAX. 5 4 5 44 ANCHOR REQUIREMENTS SAME AS HEAD XX, (USING ASTRAGAL) 4" O.C. MIN_, SEE TABLE 4, THIS SHEET, FOR QUANTITY, SEE TABLE 1, SHEET 1 FOR TYPE I I _I I I I I I I I I I SEE I NOTE 1 J XX Door. Astragal Cluster Anchors Required @ Head & Sill Anchors Required for a Vertical Mullion (each mullion end) Door Width (in) � W ? >U)LLI 48 60 72 76 c 0 0 06 0 06 ui t m m U M t- U, m +- U 0 D! = :3 = = = 3 = = = 3 = = = = _ z O C C C C C C E A Z Q C) Q (9 Q (9 Q 0 9Q¢ ¢ C UC Q (9 80 4 4 4 5 4 5 44 96 4 5 1 4 1 6 1 4 6 5 4 TRANSOM -TO -DOOR (X/O) OR TRANSOM-TO-SIDELITE (O/O) MULLION ATTACHMENT& INSTALLATION ATTACH DOORS, S[DEL[TES & TRANSOMS TO THE MULLION AS PER THE INSTRUCTION OF THE INDIVIDUAL PRODUCT TABLE 7: [HORIZONTAL MULLION DESIGN PRESSURE +/-70.0 PSF I SIDELITE-TO-SIDELITE MULLION INSTALLATION /---�� SEE MULLION CLUSTER DETAIL BELOW ,v SAME ASHEAD- MAX. SIDELITE-TO-DOOR MULLION INSTALLATION (XIO, OIX, XIX, OIXIO, XIOIX, OIXXIO, ETC) ATTACH DOORS AND SIDELITES TO THE MULLION AS PER THE INSTRUCTION OF THE INDIVIDUAL DOOR OR SIDELITE i 0" MULLION MAX. 4" O.C. MIN.i� 6"4" O.C. MIN. WN\1I \ 1" MULLION 6" �I HORIZONTAL MAX. I MULLION APPLICATIONS 9-1/2" ALWAYS REQUIRE MAX. / TWO (2) ANCHORS (TYPE A -D) AT EACH MULLION END. 40" MAX. MULLION LENGTH IN HORIZONTAL APPLICATIONS. TRANSOMS WIDER THAN 40" WILL REQUIRE ADDITIONAL STRUCTURE OR DADE-APPROVED MULLION BETWEEN TRANSOM AND DOOR/SIDELITE. SEE MULLION CLUSTER DETAIL BELOW 96" MAX. ' MULLION LENGTH IN VERTICAL APPLICATIONS "v SAME AS HEAD- ' - MAX. \\�� 67 i� 1" MULLION � MAX � 4" O.C. MIN. 4" `4" O.C. MIN. I! I11►I illl►li I. I I SEE TABLE 6, I I SEE TABLE 6, I --- THIS SHEET, r?DO / THIS SHEET, FOR ANCHOR 7SIDE- LI R ! FOR ANCHOR SIDE- SIDE- �� QUANTITY, SEE / QUANTITY, SEE TEi TABLE1,SHEET � TABLE 1, SHEET �1 FOR TYPE 1 FOR TYPE FOR "OI)XIO" AND SIMILAR CONFIGURATIONS CONTAINING A DOUBLE DOOR (XX), USE ONLY HALF OF THE FRAME WIDTH OF THE DOUBLE DOOR WHEN USING THIS TABLE. INSTRUCTIONS: 1) DOOR HINGE JAMBS OF ALL HEIGHTS TO ALWAYS BE ANCHORED WITH SIX ANCHORS..SEE TABLE 1, SHEET 1, FOR ALL APPROVED ANCHORS. FOUR OF THE SIX ANCHORS MUST BE INSTALLED THROUGH THE HINGES, ONE AT EACH HINGE LOCATION (RECOMMENDED #10 FLATHEAD SMS OR 3/16" FLATHEAD ULTRACON FOR EACH HINGE ANCHOR). 2) FOR A MULLED UNIT, DETERMINE THE DESIGN PRESSURE OF EACH COMPONENT IN THAT CONFIGURATION. FOR EXAMPLE, ON AN "XIO" CONFIGURATION, THE DP FOR THE DOOR, THE MULLION AND THE SIDELITE MUST EACH BE DETERMINED. THE LOWEST DP APPLIES TO THE ENTIRE ASSEMBLY, NOTES: 1) SINGLE DOOR MAY BE LEFT OR RIGHT-HANDED. 2) MULLIONS SHOWN ARE STANDARD 1" FRENCH DOOR MULLIONS. 3) MULLED CONFIGURATIONS NOT SHOWN MAY BE POSSIBLE USING OTHER MULLION TYPES, SEE SEPARATE NOA. THE LOWEST COMPONENT DP IS TO BE THE OVERALL ASSEMBLY DP. 4) FRENCH DOOR MULLION IS LIMITED TO 96" IN VERTICAL APPLICATIONS AND 40" IN HORIZONTAL APPLICATIONS. 5) NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SIDELITE/TRANSOM OR MULLED ASSEMBLY 6) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 18-1108.03 Expiration Date 01/23/2024 / w By @ 77 Miami -Dade Product Control PRODUCT REVISM as complying wi kdw FhAft Building Code Acceptance rlo Z,7 o f Q ExQirat n By c C) NO CHANGES THIS SHEET JR - 04/10/17 Anchors Required for a Vertical Mullion (each mullion end) U � W ? >U)LLI -Aab vi Door or Sidelite/Transom Width On) ui 12 1 24 32 O ce) a W 38-3/4 O 40 zLLL. 0 r - Ua Xe ' W 0 ~ 2 H- D� UMD.10 C) W i 0 ti Rt a m `U O r/ U) UMullion `O m U oa O o o❑ n o� �m ���' o � gHeight * = U) F_ U U) Z QW ,e(92a2(D` al°0S O LL a ao ¢(9���' a <a a0 ¢ a ¢ Door 80 WA 2 1 2 2 1 3 2 1 N/A WA N!A SLT/TR 1 2 1 2 2 1 3 2 1 3 2 1 Door WA 2 1 3 2 1 3 3 2 WA WA WA SLT/TR 96 1 2 1 1 3 2 1 3 3 2 3 3 2 FOR "OI)XIO" AND SIMILAR CONFIGURATIONS CONTAINING A DOUBLE DOOR (XX), USE ONLY HALF OF THE FRAME WIDTH OF THE DOUBLE DOOR WHEN USING THIS TABLE. INSTRUCTIONS: 1) DOOR HINGE JAMBS OF ALL HEIGHTS TO ALWAYS BE ANCHORED WITH SIX ANCHORS..SEE TABLE 1, SHEET 1, FOR ALL APPROVED ANCHORS. FOUR OF THE SIX ANCHORS MUST BE INSTALLED THROUGH THE HINGES, ONE AT EACH HINGE LOCATION (RECOMMENDED #10 FLATHEAD SMS OR 3/16" FLATHEAD ULTRACON FOR EACH HINGE ANCHOR). 2) FOR A MULLED UNIT, DETERMINE THE DESIGN PRESSURE OF EACH COMPONENT IN THAT CONFIGURATION. FOR EXAMPLE, ON AN "XIO" CONFIGURATION, THE DP FOR THE DOOR, THE MULLION AND THE SIDELITE MUST EACH BE DETERMINED. THE LOWEST DP APPLIES TO THE ENTIRE ASSEMBLY, NOTES: 1) SINGLE DOOR MAY BE LEFT OR RIGHT-HANDED. 2) MULLIONS SHOWN ARE STANDARD 1" FRENCH DOOR MULLIONS. 3) MULLED CONFIGURATIONS NOT SHOWN MAY BE POSSIBLE USING OTHER MULLION TYPES, SEE SEPARATE NOA. THE LOWEST COMPONENT DP IS TO BE THE OVERALL ASSEMBLY DP. 4) FRENCH DOOR MULLION IS LIMITED TO 96" IN VERTICAL APPLICATIONS AND 40" IN HORIZONTAL APPLICATIONS. 5) NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SIDELITE/TRANSOM OR MULLED ASSEMBLY 6) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 18-1108.03 Expiration Date 01/23/2024 / w By @ 77 Miami -Dade Product Control PRODUCT REVISM as complying wi kdw FhAft Building Code Acceptance rlo Z,7 o f Q ExQirat n By c C) NO CHANGES THIS SHEET JR - 04/10/17 ``\,1IIIIII/!/// LYNN L10EN _ * No. 58705 ; 0% ATE F ' tORIDN //; ZONAL EN //�/lllllllt��\ A. LYNN MILLER, P.E. P.E.# 58705 U � W ? >U)LLI -Aab vi ti ui a}o4 (7 N z ai LO O ce) a W O D zLLL. 0 r - o 0V UJ 1 U Xe 'ON 0Ma W 0 ~ 2 H- D� UMD.10 C) W i ti Rt a 1�, N 0 r/ U) T Z O V � ® O O W }aa4S * = U) F_ U U) Z QW al°0S O LL z H U L0 U j Q Lo l- al}LL •Dsa4 sauag ``\,1IIIIII/!/// LYNN L10EN _ * No. 58705 ; 0% ATE F ' tORIDN //; ZONAL EN //�/lllllllt��\ A. LYNN MILLER, P.E. P.E.# 58705 I HCL= C: U W Sidelite/Transom Design Pressure (+/-, psf) for Glass Types 3 & 4 w L Y X ? >aQ Z) LO CD N zw U) Long Side (in) � O J O a. U) O Z coo _ E; 0 0 ® 63-3/16 66-5/8 68 70 72 76 78 82 84 88 92 96 98 104 108 111 24 +l-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 W 28 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 32 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +l-70 +/-70 +/-70 +/-70 +/-70 36 +l-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 1 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 386/4 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 40 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 42 +/-70 +/-70 +/-70 +/70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/69-6 +/-68.5 44 +/-70 +/-70 +/-70 +170 +/-70 +/-70 +/-70 +/-70 +/-70 +/69.6 +/-68.6 +/-67.7 +/-67.3 c � 46 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/69.4 +/68.7 +/-67.6 +/-66.5 +/65.6 vFn 4$ +/-70 +/-70 +/-70 +/70 +/-70 +/-69.9 +/-69.1 +167.6 +/67 +165.8 +/-64.7 0 50 +/-70 +/-70 +/-70 +/-70 +/-70 +/-88.4 +/-$7.6 +/-66 +/.$5.4 +/-64.1 t 52 +/-70 +/-70 +/-70 +/-70 +/-89.1 +/67.1 +/-66.2 +/-64.6 +/63.9 54 +/-70 +/-70 +/-70 +/-69.2 +/68 +/-65.9 +/65 +/-63.4 56 +/-70 +/-70 +169.7 +/-68.3 +/67.1 +/-64.9 +/-83.9 58 +/-70 +/-70 +/69 +/-67.6 +/-66.3 +/-64 60 +/-70 +/69.6 +/-68.5 +/67 +/65.6 62 +/-70 +/-69.2 +/-68 +/-86.5 63-3/16 +1-70 +/-69.1 +/-67.9 +/-66.2 66-5/8 1 +/-89.1 +168.9 I HCLC y: U W Sidelite/Transom Design Pressure, psf for Glass Types S, 6&7 w L Y X ? >aQ Z) LO CD N zw U) Long Side (n) � O J O a. U) O Z coo _ E; 0 0 ® 63-3/16 66-5/8 68 70 72 76 78 82 84 1 88 92 96 98 104 108 111 24 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 W 28 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 ' +/-70 +/-70 +/-70, +/-70 +/-70 32 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 36 +/-70 +/-70 +/-70 +/-70 +1-70 +1-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 38.3/4 +/-70 +/-70 +1-70 +1-70 +/-70 +J-70 +/-70 +/-70 +/-70 +1-69.9 +/69 +/-68.3 +/67.9 40 +/-70 +/-70 +/-70 +/-70 +1-70 +170 +/-70 +1-69.8 +/-69.3 +/-68.3 +/-67.4 +/-66.7 +/-66.3 42 +/-70 +1-70 +/-70 +/-70 +/-70 +/69.5 +/-68.8 +167.6 +/-67 +/66 +/-65.1 44 +/-70 +/-70 +/-70 +/-70 +/-69.1 +/67.5 +/66.8 +/65.6 +1-65 +/64 0 46 +/-70 +/-70 +/69.4 +/$8.4 +/-67.4 +/-65.8 +/65.1 +/-63.8 +/63.2 48 +/-70 +/68.8 +/68 +/-66.9 +/-66 +l-64.3 +/63.5 +/62.2 0 50 +/.69.9 +l-67.6 +166.8 +/65.7 +/64.7 +/62.9 +/-62.1 - 52 +/69 +/66.6 +/-65.7 +/-64.6 +/63.6 461.7 54 +/-68.3 +/65.7 +/64.8 +/63.6 462.6 56 +/67.7 +165 +/-64.1 462.8 58 +/67.3 +/64.5 +/-63.5 60 +/67 62 +/-66.9 63-3/16 +166.8 NOTES: 1) NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SIDELITE/TRANSOM OR MULLED ASSEMBLY. 2) SIDELITE/TRANSOM MAY BE A SINGLE, STAND-ALONE UNIT. 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. SIDELITE/TRANSOM INSTALLATION (0) 28" O.C. MAX. IF SHORT SIDE IS 40" OR LESS I 28" O.C. MAX. I IF LONG SIDE ISS 40" OR LESS I I I I I I 23-1/2" O.C. MAX. I IF LONG SIDE IS OVER 40" 1 I 6" MAX. (SHORT SIDE) 23-1/2" O.C. MAX. IF SHORT SIDE IS OVER 40" (WIDE STILES AND WIDE RAILS SHOWN ON SIDELITES) 28" O.C. MAX. IF SHORT SIDE IS 40" OR LESS I I 28" O.C. MAX. 1 I IF LONG SIDE IS 40" OR LESS i I i �I I I I I I I I I 1 I I I I 23-1/2" O.C. MAX. I I IF LONG SIDE IS OVER 40" I 1 6" MAX. _ I -------------� (SHORT SIDE) (NARROW STILES AND NARROW RAILS SHOWN ON SIDELITES) I SEE TABLE 10, SHEET 6 FOR i ANCHOR I QUANTITY, SEE TABLE 1, SHEET 1 FOR ANCHOR TYPE. I I I I I I Jrt I I 12 MAX (LONG SIDE) 23-1/2" O.C. MAX. IF SHORT SIDE IS OVER 40" SEE TABLE 10, SHEET 6 FOR ANCHOR QUANTITY, SEE TABLE 1, SHEET 1 FOR ANCHOR TYPE. 12" MAX (LONG SIDE) PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 18-1108.03 Expiration 0 e 01123/2024 Miami -134a Product Control PRODUCT REVISED xi complying witkaw Fbdb Building Code Acseptanco No E-ApuM ion Date By C: I C) NO CHANGES THIS SHEET JR - 04/10/17 .\N \p LYN1// /'/ i ���� * No. 59705 0 TATE OF / /'ONAL E� '10I1111\\\\ A. LYNN MILLER, P.E. P. E.# 58705 U W M T_i w L Y X ? >aQ Z) LO CD N zw U) 0 � O J O a. U) O Z coo _ E; 0 0 ® �e VWW1 W U -ON 0MQ IJJ 00 = Q F- Z 2 t UMDlQ C) Uj r- P� > }a F- J o Z o N Z O Q L0 N ® o O O W }aayS Z) H U Z Z LU a1D�s LO LLW O w Z O LO LU U Z LO LL D a/;1 •DsaQ sauas .\N \p LYN1// /'/ i ���� * No. 59705 0 TATE OF / /'ONAL E� '10I1111\\\\ A. LYNN MILLER, P.E. P. E.# 58705 NOTES: 1) NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SIDELITE/TRANSOM OR MULLED ASSEMBLY. 2) SIDELITE/TRANSOM MAY BE A SINGLE, STAND-ALONE UNIT. 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 18-1108.03 Expiration Date 01/23/2024 By Miami-DProduct Control PRODUCT REVISED as complying with the Florida Building Code Ar6epWwt 11Io17-0514.65Q EXpi-ti(M Date ] t Sq Ivli t' toi C) NO CHANGES THIS SHEET JR - 04/10117 W Z > -nab h o L co > 7 t!7 0 N ? O M t!1J tn OJ o �' O o g z c0 o� U'W1 U 0 Xe 'ON JMQ LLI e0 ~O UMOJQ LLd r ti> a d C) 00 Cn W r z ~ LL O Z (0 M O O C3 F- 7; Z = 0 z z W ZLL O ¢ F- LU J U-) tLID U Z J (J) I U_ ana -asap sauas mmum M1 ® • • •- 00©Q©�©Q©�000�000©Q©0©0©�©Q©©000 MEN- MEE • • ©Q©Q ©Q Q� OOQO OOQQ O©Q©©©__ _______ __ NOTES: 1) NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SIDELITE/TRANSOM OR MULLED ASSEMBLY. 2) SIDELITE/TRANSOM MAY BE A SINGLE, STAND-ALONE UNIT. 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 18-1108.03 Expiration Date 01/23/2024 By Miami-DProduct Control PRODUCT REVISED as complying with the Florida Building Code Ar6epWwt 11Io17-0514.65Q EXpi-ti(M Date ] t Sq Ivli t' toi C) NO CHANGES THIS SHEET JR - 04/10117 \I,I111tt1t///J/ ONY LYAIA( LICENSE �'. Q.: . , 5 . * No. 58705 TE 'F ' !�� ''•FLORID?.•-' ���� ZONAL I/IIIIII0 A. LYNN MILLER, P.E. P.E.# 58705 W Z > -nab h o L co > 7 t!7 0 N ? O M t!1J tn OJ o �' O o g z c0 o� U'W1 U 0 Xe 'ON JMQ LLI e0 ~O UMOJQ LLd r ti> a d C) 00 Cn W r z ~ LL O Z (0 M O O C3 F- 7; Z = 0 z z W ZLL O ¢ F- LU J U-) tLID U Z J (J) I U_ ana -asap sauas \I,I111tt1t///J/ ONY LYAIA( LICENSE �'. Q.: . , 5 . * No. 58705 TE 'F ' !�� ''•FLORID?.•-' ���� ZONAL I/IIIIII0 A. LYNN MILLER, P.E. P.E.# 58705 EMBEDMENT 1/4" INSTALLATION MAX. �- OPTION 1 SHIM 23 INSTALLATION ANCHORS EDGE 16 INTO 2X WOOD. 13 DISTANCE 67 1 68 TYP. ANCHOR TYPE,3 . EMBEDMENT AND 71 33 33 EDGE DISTANCE PER SUBSTRATE,SEE TABLE 1, SHEET 1. 1 ANCHOR PER HINGE TO BE THROUGH SUBSTRATE. MIN. #10 D D FLATHEAD SMS, SEE TABLE 1, SHEET 1. 72 5 EXTERIOR 14 15 9 47 48 8 53 28 70 DETAIL A� 19 2X WOOD BUCKSTRIP ALSO SEE BELOW EXTERIOR OR FRAMING, SEE NOTE 2, THIS SHEET _ DETAIL�B TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1. TYP. ANCHOR TYPE, EMBEDMENT AND AVOID INTERFERENCE WITH EDGE DISTANCE PER SUBSTRATE, SEE OPPOSING ANCHOR BY CHOOSING 18 TYP. ANCHOR TYPE, TABLE 1, SHEET 1. THE CORRECT LENGTH OR TYP. ANCHOR TYPE, EMBEDMENTAND STAGGERING LOCATIONS. EMBEDMENT AND EDGE EDGE DISTANCE PER EMBEDMENT M 23 DISTANCE PER SUBSTRATE, 18 SUBSTRATE, SEE SHIM 23 23 10 SEE TABLE 1, SHEET 1. 23 10 TABLE 1, SHEET 1. EDGE .b 16 DISTANCE ; 1 ANCHOR PER HINGE TO BE THROUGH SUBSTRATE. MIN. #10 FLATHEAD SMS WITH 1 MIN. 3 THREADS BEYOND INSTALLATION a n 29 METAL SUBSTRATE. 52 23 OPTION 2 41 71 7 INSTALLATION 8 ANCHORS DIRECTLY ° 4. INTO MASONRY. a <a ,• 26 4 72 4 A4 I EXTERIOR EXTERIOR 47 48 32 1" FRENCH DOOR MULLION 98 70 ID20 28 1 ANCHOR PER HINGE TO BE THROUGH EXTERIOR DETAIL SUBSTRATE. MIN. 3/16" FLATHEAD DETAIL�I JZ DETAiL J� ALSO SEE ABOVE ULTRACON, SEE TABLE 1, SHEET 1. V INSTALLATION NOTES: 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 ANY SIDE OF THE DOOR, SIDELITE OR TRANSOM. 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 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 AUTHORITY HAVING JURISDICTION, 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. 4) IF APPLICABLE, LOWEST DESIGN PRESSURE FROM DOOR, SIDELITE, TRANSOM OR MULLION APPLIES TO THE WHOLE SYSTEM. PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 18-1108.03 Expiration Date01/23/2024 By f Miami -Da -de Product Control PRODUCT REVISED as complying with the Florida Building Code Acceptance NY* Expiration Date ,,_ By _j Miami C) NO CHANGES THIS SHEET JR - 04/10/17 / LYNN No. 58705 * J O Sr�A� ....iloP %S'ONAL E� �///IIII%%0\ A. LYNN MILLER, P.E. P.E.# 58705 U w z }cr w ti Y Oto Lf)> > LO t[j a;op CO N z W O� LO CDW OLL O g C) Z - cfl o U W a U Xe 'ON 9M 7 w w ~ a c=7 0' t uMo�4 a'w I- d a _! C:) Z o� oLL fn CV Z O ® C) N O iaa4S 1�2 CRI r U) .Z Z Z Q UJ O al°as U') O ft Q J Q Lf) U Z fj D 0 5; Z L.L api-L -73sao salad / LYNN No. 58705 * J O Sr�A� ....iloP %S'ONAL E� �///IIII%%0\ A. LYNN MILLER, P.E. P.E.# 58705 EXTERIOR 31 L 1" FRENCH DOOR MULLION INSTALLATION OPTION 3 INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP INTO MASONRY. EMBEDMENT 1/4„ ° MAX. SHIM EDGE DISTANCE A TYP. ANCHOR TYPE, EMBEDMENT AND EDGE a. DISTANCE PER SUBSTRATE, SEE TABLE 1, ° SHEET 1. �° CONCRETE/CMU DOOR OPTION 4 114" PER ANCHOR MAX. INSTALLATION ANCHORS WIDTH (DLO) REQUIREMENT 1X WOOD EXTERIOR BUCKSTRIP, SEE NOTE 2, 10, THIS SHEET. INSTALLATION NOTES: �3i�\ll TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1. SIDELITE/TRANSOM FRAME WIDTH DETAILQ TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1. 1 ANCHOR PER HINGE TO BE THROUGH SUBSTRATE. MIN. #10 FLATHEAD SMS WITH MIN. 3 THREADS BEYOND METAL SUBSTRATE. DETAIL EXTERIOR 15 DOOR FRAME WIDTH INSTALLATION DOOR OPTION 4 114" VISIBLE LIGHT MAX. INSTALLATION ANCHORS WIDTH (DLO) DIRECTLY INTO METAL " ° $ SHIM EDGE DISTANCE EXTERIOR 15 DOOR FRAME WIDTH INSTALLATION OPTION 4 114" a.. ° MAX. INSTALLATION ANCHORS SHIM DIRECTLY INTO METAL " ° $ SHIM EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1. AVOID INTERFERENCE WITH bPPOSING ANCHOR BY CHOOSING THE CORRECT LENGTH OR STAGGERING LOCATIONS. EXTERIOR 107 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER. SUBSTRATE, SEE TABLE 1, SHEET 1. `J MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL DETAILQ FRAMING OR STEEL STUD. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1. EMBEDMENT n U a.. ° e 1!4" MAX. b natj " ° $ SHIM EDGE mw . < DISTANCE r } ti o = zN 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 ANY SIDE OF THE DOOR, SIDELITE OR TRANSOM. 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 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 AUTHORITY HAVING JURISDICTION. 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, 4) IF APPLICABLE, LOWEST DESIGN PRESSURE FROM DOOR, SIDELITE, TRANSOM OR MULLION APPLIES TO THE WHOLE SYSTEM_ CONCRETE/CMU PER ANCHOR REQUIREMENT EXTERIOR INSTALLATION DETAIL OPTION 2 INSTALLATION ANCHORS DIRECTLY INTO MASONRY PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 18-1108.03 ExpirationDate�✓ v=01/23/2024 By Miami -Daft Product Control PRODUCT REVISED as complying with the Faf7cllst Building C lcot! Accept=m E%mmlion Date z C) NO CHANGES -THIS SHEET JR - 04/10/17 n U d CC rM b natj w 1: a. Y mw . < ^a r } ti o = zN 0 � ° � a at U) O L?OJ D J O N O o CONCRETE/CMU PER ANCHOR REQUIREMENT EXTERIOR INSTALLATION DETAIL OPTION 2 INSTALLATION ANCHORS DIRECTLY INTO MASONRY PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 18-1108.03 ExpirationDate�✓ v=01/23/2024 By Miami -Daft Product Control PRODUCT REVISED as complying with the Faf7cllst Building C lcot! Accept=m E%mmlion Date z C) NO CHANGES -THIS SHEET JR - 04/10/17 O1JY LYNM4 i Q`. * : No. 58705 �0'.ATE F (�41j` PtORIDP.•' ZONAL /11111111110 A. LYNN MILLER, P.E. P.E.# 58705 U d CC rM natj w � Y mw LO r } ti o = zN 0 � � a at U) O L?OJ D J O N O o Z CD a UW o ®W -�. Xe ON DMO Z = ¢ (� fIM OJQ C)W ti a J o Z CV) o U) CV Al_ o 0) ® O ;aa4S CN U OZ Z Q W H- a1°OS u7 U_ 0 WJ LL J Q u7 0 Z to 0 5;1z LL anLL I •osap sauaS O1JY LYNM4 i Q`. * : No. 58705 �0'.ATE F (�41j` PtORIDP.•' ZONAL /11111111110 A. LYNN MILLER, P.E. P.E.# 58705 INSTALLATION OPTION 3 INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP INTO MASONRY. CONCRETE PER ANCHOR REQUIREMENT a, 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET. — ANCHOR TYPE, _DMENT AND EDGE ANCE PER SUBSTRATE, TABLE 1, SHEET 1. AVOID RFERENCE WITH JS1NG ANCHOR BY OSING THE CORRECT 3TH OR STAGGERING kTIONS. _i EDGE DISTANCE • a 2X WOOD g . BUCKSTRIP -Aaa OR FRAMING, EMBEDMENT SEE NOTE 2, INSTALLATION NOTES: THIS SHEET 1/4" MAX SHIM SEE FLUSHBOLT DETAIL, SHEET 12 DETAIL 1D TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1. INSTALLATION OPTION 4 INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP INTO 2X WOOD. DETAIL EDGE DISTANCE EMBEDMENT 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET. 1/4" MAX SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1. u � SIDELITE/ 14 15TRANSOM DOOR WINDOW FRAME VISIBLE LIGHT VISIBLE LIGHT HEIGHT HEIGHT (DLO) ik GHT (DLO) DOOR 33FRAME HEIGHT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1. 1/4" MAX. SHIM OR 3.4 KSI NON- SHRINK, NON-METALLIC GROUT - FULL LENGTH EMBEDMENT PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 18-1108.03 Expiration 01/23/2024 By Miami -Dade Product Control PRODUCT REVISED as complying with the Fkwt& Building Code Acceptance No Expiration Date Iq By c C) REVISED # 22 - JR - 04/10/17 Q) EXTERIOR -Aaa Q' w ~ Y INSTALLATION NOTES: ❑ r_ LO Cn Lu U) 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON EXTERIOR I DETAIL J) OJC7 a DETAIL TABLE 1, SHEET 1. FOLLOW EMBEDMENT AND EDGE DISTANCE ❑ a) Uca " LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON I INSTALLATION U ANY SIDE OF THE DOOR, SIDELITE OR TRANSOM. 1 .ON 9Ma W" z 03 = Q I LL UMDJQ I OPTION 2 2) WOOD BUCKS DEPICTED ON THIS SHEET AS "1 X", ARE INSTALLATIONt+ CV INSTALLATION U) BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2". 1X r 1 I I I ❑ Z ANCHORS DIRECTLY 29 WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED OPTION 1 1 1 1 1 22 23 TYP. ANCHOR INTO MASONRY. DIRECTLY TO MASONRY. WOOD BUCKS DEPICTED AS "2X" ARE INSTALLATION ANCHORS TYPE, EMBEDMENT 1-1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE INTO 2X WOOD. [ i AND EDGE M OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS 24 T DISTANCE PER 1 W APPROVED BY THE AUTHORITY HAVING JURISDICTION. al°as I SUBSTRATE, SEE 23 2 Q TABLE 1, SHEET 1. 3) FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER OUa Z U) ❑ SHALL BE OFA SIZE TO PROVIDE FULL SUPPORT TO THE j z LL al}� FRAME OF THE DOOR, SIDELITE OR TRANSOM. FULL LENGTH 1/4'° MAX SHIM 4) IF APPLICABLE, LOWEST DESIGN PRESSURE FROM DOOR, rA EMBEDMENT ..v CONCRETE PER ° SIDELITE, TRANSOM OR MULLION APPLIES TO THE WHOLE 2X WOOD BUCKSTRIP ANCHOR SYSTEM. OR FRAMING, SEE f REQUIREMENT a° NOTE 2, THIS SHEET EDGE DISTANCE EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1. 1/4" MAX. SHIM OR 3.4 KSI NON- SHRINK, NON-METALLIC GROUT - FULL LENGTH EMBEDMENT PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 18-1108.03 Expiration 01/23/2024 By Miami -Dade Product Control PRODUCT REVISED as complying with the Fkwt& Building Code Acceptance No Expiration Date Iq By c C) REVISED # 22 - JR - 04/10/17 Q) .`\0NY te * No. 58705 ' STATE F� " jzz 'O�� '�CORIDP \��� ()NAL /flhll►� A. LYNN MILLER, P.E. P.E.# 58705 W ? > -Aaa Q' w ~ Y ❑ r_ LO Cn Lu U) CV z w O LO OJC7 a ❑ a) Uca " _ Z W o U .ON 9Ma W" z 03 = Q I LL UMDJQ C) LU CV CT -2 0) U Z .. U) r ❑ Z W O Q � ® cOO rn n }aayS N ❑ M F U 0 Z Q W F- al°as to 0 J J Q LO LO U Z U) ❑ j z LL al}� asa4 sauas .`\0NY te * No. 58705 ' STATE F� " jzz 'O�� '�CORIDP \��� ()NAL /flhll►� A. LYNN MILLER, P.E. P.E.# 58705 4.565" .500" + 1.000" OFRAME HEAD & JAMB #20000,Rigid Cellular PVC 1.503" +-{ .080" 3.564" -�{ 1.075" �-- 5 HINGE STILE REINFORCEMENT #20013, 6063-T6 1.994" 1.359" .062" i INACTIVE 13 ASTRAGAL COVER #20004, Rigid PVC . -�-�-{ .632" .386" .050" SINGLE DOOR 20 ASTRAGAL COVER #20012, Rigid PVC 3.925" ►{ .075" L j 1.375" .1E o��q 2 FRAME SILL #20001, Rigid PVC 1.500" �{ .080" 3.518" - ►� .888" �-�- TOP & BOTTOM RAIL twJ REINFORCEMENT #20014, 6063-T6 1.140" .281" 060" 14 BEVELED BEAD #20005, Rigid PVC L7 1.875" -� { .384" .062" 22 THRESHOLD COVER #20057, 6063-T5 ALL RIGID AND RIGID CELLULAR PVC BY VISION EXTRUSIONS, LTD. .278' 080 r� 4.922" (:D#20002, PANEL RAIL & STILE Rigid Cellular PVC �4 2.146' -- 7 PANEL STILE REINFORCEMENT #20015, 6063-T6 .140- .281" 140".281" 060" ,) 5 OGEE BEAD 420006, Rigid PVC 935" 1 4 0.125" .191" -T 23 ANCHOR PLATE #19031, 6063-T6 B1. .-- 2.281" -►� .582" � �Q 457" 075" 2.488" .761 " r I 7r 3.518" ACTIVE ASTRAGAL (::�#20016, 6063-T6 -►{ 1.450" �-+-�- .610" .070" 16 FRAME SCRE COVER #20007, Rigid PVC 2.285" -►{ .723" -►{ �- .063" 24 THRESHOLD CAP #20020, 6063-T6 i -0 3.079" 9 INACTIVE ASTRAGAL (420017, 6063-T6 075' .343" T� .840" 17 ADD-ON FIN/FLANGE #20008, Rigid PVC 1.012" .930" L7.047- DRIP CAP #20021, 6063-T6 1.625" uu .200" j 050" 8" .374" 100" 10 1" FRENCH DOOR MULLION #20022, 6063-T6 .060" .375" �-- 1.625" 18 1" MULLION CAP #20009, Rigid PVC 26 HINGE TRIM COVER #20023, Rigid PVC im 1.258" .773" ACTIVE 19 ASTRAGAL COVER #20011, Rigid PVC .901" F-+- .060" 1.041" 27 7/16" SQUARE BEAD #20047, Rigid PVC 062" PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 18-1108.03 Expiration 07/23/2024 By Mia PRODUCT REVISED as cotnplying with the Flixida Building Code �/ Acceptance IWo • 7 ,04. t6 Expiration Date By y C) REVISED # 22 - JR - 04/10/17 1. .750" SIDELITE ADAPTER a 4 #20003, Rigid PVC 2.488" .761 " r I 7r 3.518" ACTIVE ASTRAGAL (::�#20016, 6063-T6 -►{ 1.450" �-+-�- .610" .070" 16 FRAME SCRE COVER #20007, Rigid PVC 2.285" -►{ .723" -►{ �- .063" 24 THRESHOLD CAP #20020, 6063-T6 i -0 3.079" 9 INACTIVE ASTRAGAL (420017, 6063-T6 075' .343" T� .840" 17 ADD-ON FIN/FLANGE #20008, Rigid PVC 1.012" .930" L7.047- DRIP CAP #20021, 6063-T6 1.625" uu .200" j 050" 8" .374" 100" 10 1" FRENCH DOOR MULLION #20022, 6063-T6 .060" .375" �-- 1.625" 18 1" MULLION CAP #20009, Rigid PVC 26 HINGE TRIM COVER #20023, Rigid PVC im 1.258" .773" ACTIVE 19 ASTRAGAL COVER #20011, Rigid PVC .901" F-+- .060" 1.041" 27 7/16" SQUARE BEAD #20047, Rigid PVC 062" PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 18-1108.03 Expiration 07/23/2024 By Mia PRODUCT REVISED as cotnplying with the Flixida Building Code �/ Acceptance IWo • 7 ,04. t6 Expiration Date By y C) REVISED # 22 - JR - 04/10/17 .� QNY LYNN �, i * : No. 58705 117 %�s ''•'c� ORIDA . '' N ' G 70NAL 0\N� '///till110\N A. LYNN MILLER, P.E. P.E.# 58705 uJ z > a w C Y p � 0 !n a}op ~ z w O LO N - Cn LU (n to O J (L Z B- CSO = W r- N v ,( e ♦, W U co Q umoj(7 ON �MQ OW t� a N d o rn 0 r Z .� 0 r - Q LL o a ® O }aa4S L2 C14 0 FF-- � _ Z to Z Q W Z aloaS O � O tt) U Z > w ap!j- •-Osap sauaS .� QNY LYNN �, i * : No. 58705 117 %�s ''•'c� ORIDA . '' N ' G 70NAL 0\N� '///till110\N A. LYNN MILLER, P.E. P.E.# 58705 TABLE 11: # PGT Part # Description Material 1 20000 Door Sidelite/Transom Main Frame Cellular PVC 2 20001 Door Frame Sill Rigid PVC 3 20002 Panel Stile $ Rail Cellular PVC 4 20003 Sidelite Adapter Rigid PVC 5 20013 Hinge Stile Reinforcement Alum., 6063-T6 6 20014 Panel Rail Reinforcement Alum., 6063-T6 7 20015 Panel Stile Reinforcement Alum., 6063-T6 8 20016 Active Astragal Rigid PVC 9 20017 Inactive Astragal Rigid PVC 10 20022 1" French Door Mullion Alum, 6063-T6 13 20004 Inactive Astragal Cover Rigid PVC 14 20005 1-1116" Bevel Bead Rigid PVC 15 20006 1-1/16" Ogee Bead Rigid PVC 16 20007 Screw Cover Rigid PVC 17 20008 Add-on Fin/Flange Rigid PVC 18 20009 1" Mullion Cap Rigid PVC 19 20011 Active Astragal Cover Rigid PVC 20 20012 Single Door Astragal Cover Rigid PVC 22 20057 Threshold Cover Alum., 6063-T5 23 19031 Anchor Plate Alum., 6063-T6 24 20020 Threshold Cover Alum., 6063-T6 25 20021 Drip Cap Rigid PVC 28 20023 Hinge Trim Cover Rigid PVC 27 20047 7116" Square Bead Rigid PVC 28 ail� Fin Weatherstrip saves 29 1671/3 Frame Weatherstrip 31 714FPT419XW Frame -to -Wide Slab Screw. #14 X 1-1/2" Ph. FH, 16.625" O.C. Stainless Steel 32 7S101X Frame-to-Nar. Slab Screw. #10 X 1" Ph. FH, 28 O.C. Stainless Steel 33 78X1 FPT410 lReinforcement Screw. #8 X 1" Ph. FH, 18" O.C. Stainless Steel 34 710X2FPAX Frame Assembly Screw. #10 X2" Ph. FH Stainless Steel 35 714FPT410XW W -W Slab Assembly Screw. #14 X 1-1/2" Ph. FH Stainless Steel 36 71420X2.25 N -W Slab Assembly Screw: #14 X2-114" Ph. FH Stainless Steel 41 20026 Setting Block, 85 +/- 5 duro. Vinyl 42 Backbedding: Do"95 or GE -7700 Silicone 43 . Argon Gas 44 6HL5140 jHot Melt Butyl 45 1652 ISetting Block 9116" x 4" x 3/16", 85 +/- 5 dura. Neoprene 46 1614 1 Setting Block 112" x 1" x 1 /8", 85 +1- 5 duro. Neoprene 47 - 73 see Hardware BOM, Table 12, Sheet 12 1901 20033 1 Inactive Astragal Cap Acetal 1911 20035 jActhe Astragal Cap Acetal ALL RIGID PVC AND RIGID CELLULAR PVC BY ENERGI FENESTRATION SOLUTIONS USA, INC OR VISION EXTRUSIONS, LTD. ANCHOR O.C. DIMENSIONS SHOWN AS MAXIMUM. DAYLITE OPENING (DLO) SIZES WHEN USING PART # 3: (WIDE RAILS OR STILES) X DOOR FRAME HEIGHT -12.1 = DLO HEIGHT X DOOR FRAME WIDTH - 12.3 = DLO WIDTH (XX DOOR FRAME HEIGHT) -12.1 = DLO HEIGHT (XX DOOR FRAME WIDTH / 2) - 11.5 = DLO WIDTH SLT/TR FRAME HEIGHT -12.1'= DLO HEIGHT SLT/TR FRAME WIDTH - 12.1 = DLO WIDTH WHEN USING PART # 4: (NARROW RAILS OR STILES) SLT/TR FRAME HEIGHT- 4.9 = DLO HEIGHT SLT/TR FRAME WIDTH -4.9= DLO WIDTH DOOR PANEL HINGE STILE INTERIOR JAMB W/NARROW FRAME SILL W/WIDE FRAME (HEAD SIMILAR) PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 18-1108.03 Expiration Dat 01/23/2024 By Miami -Dada: Product Control PRODUCT REVISED as complying with the Florida Building Code Acceptance hlo p Expiration Date By Miami nde Cadtrra! C •2 C) REVISED # 22 - JR - 04/10/17 m x aNY LYNN i LiGENSF' _ * No. 58705 ' -v �{ �0,�•. �T TAE p � ' •�(/�\ � � !ONAL 1et\• I A. LYNN MILLER, 58705 P.E. 11 U z M r •nae W C Y ❑ X o W LOU T rn a;°� U` N Z W O 0 LO -j M as O IL (n Q Z LL CO r. -x U W o ®� �a 'ON 0MQ HZ ~ a umoja C7 LLI �-- ti > a J C140 Z � 0 � ❑ m LL O � ❑ Z r rn ®� O O Q ;says _ = Q F- Z Z LLJ W ❑ alD°s Lo O LL -j W Z Lo LO U 0 Z O ❑ > U �- ail� -°saa saves aNY LYNN i LiGENSF' _ * No. 58705 ' -v �{ �0,�•. �T TAE p � ' •�(/�\ � � !ONAL 1et\• I A. LYNN MILLER, 58705 P.E. 11 HARDWARE DETAILS & LOCATIONS TARLF 12' 8" V MAX. TYP. "X" CONFIGURATION # I PGT Part# Description Material 471 666032701 P3000 3 -PT Rhino Lock (68"), Amesbury Inc. Stainless Steel 481 666032702 P3000 3 -PT Rhino Lock (over 68"), Amesbury Inc. Stainless Steel 49 17103=FPFX Rhino Lock Screw: 10-32 X 1" Phil. FH Stainless Steel 521 20027 Adjustable Strike Plate Assembly, Amesbury Inc. Stainless Steel 53 20028 Center Strike Plate Assembly, Amesbury Inc. Stainless Steel 54 7S101X Strike Plate Screw, ()q: #10 X 1" Phil. FH 410 S.S. 55 78X12PFHUX Strike Plate Screw, ()N: #8 X 112" Phil. FH 410 S.S. 60 7SB1202 Flush Bolt CM 61 1 7803725 Flush Bolt Rod ()X) Umoj'] 62 420034 Flush Bolt Guide Q09 63 7832X12FPXP Flush Bolt Guide Screw: 8-32 X 1/2" Phil. FH ti a 64 48033N Guide Pin ()0q C 65 78036 Flush Bolt Strike Plate ()(?9, Amesbury Inc. Stainless Steel 66 7832X12FP)(P Flush Bolt Strike Plate Screw, Q09: #8 X3/4" Phil. FH 410 S.S. 671 varies Handle/Lefler N 681 varies Dummy Handle/Lever 70 20025 Butt Hinge, Amesbury Inc. Stainless Steel 71 71032X1FPFX Hinge, Slab Screw. #10-32 X 1" Phil FH Stainless Steel 72 7S101X Hinge, Frame Screw: #10 X 1" Phil. FH Stainless Steel 70-72 47-49 67 11 C i I 7 52,55 53,55 60 68 "XX" CONFIGURATION HINGE DETAIL: \ 61 SEE DETAIL, TOP LOCK SIMILAR 9/16" BEYOND PANEL T 11 i FLUSH BOLT DETAIL: PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 18-1108.03 Expiration Date 01/23/2024 By - Miami -Dade Product Control "-RODUCT REVISED as complying with * Florida Building Code 7 Acceptance NO 1 • ' 0 Expiration Dateo By Miami de ►ct C) NO CHANGES THIS SHEET JR - 04/10/17 U LJJ � Z nab w Y 0 w LO U) 0t0 r 0 C7 N ? N � o O F- LLI a� J L?O OLL 0 _ Z coo E L9 UWP ©� U �8 W Co. F a F- Z d (t I 7 52,55 53,55 60 68 "XX" CONFIGURATION HINGE DETAIL: \ 61 SEE DETAIL, TOP LOCK SIMILAR 9/16" BEYOND PANEL T 11 i FLUSH BOLT DETAIL: PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 18-1108.03 Expiration Date 01/23/2024 By - Miami -Dade Product Control "-RODUCT REVISED as complying with * Florida Building Code 7 Acceptance NO 1 • ' 0 Expiration Dateo By Miami de ►ct C) NO CHANGES THIS SHEET JR - 04/10/17 \\\Illii111/1,// �OtyY LYNN '�.. �\ A,ICENSF * No.58705 0, . NATE 1L�: .jPCORIOP.•' GN S�ONAL rr/lli1 00 A. LYNN MILLER, P.E. P.E.# 58705 U LJJ � Z nab w Y 0 w LO U) 0t0 r C7 N ? N � F- LLI a� J L?O OLL 0 _ Z coo E L9 UWP ©� U �8 W Co. F a F- Z d (t Umoj'] °N 0Ma W .� N ti a J t� O Z p C r W 0 z LU J o Q < N F- OW }aa4S z Q Z Lu LLI Lo U - O a H- u- J Z (j U') � Z UJ 0 5;0 01}1 -Osaa sa es \\\Illii111/1,// �OtyY LYNN '�.. �\ A,ICENSF * No.58705 0, . NATE 1L�: .jPCORIOP.•' GN S�ONAL rr/lli1 00 A. LYNN MILLER, P.E. P.E.# 58705