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HomeMy WebLinkAboutProduct ApprovalMIAMI.��E MIAMI—DADECOUNTY, 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) v .miamidade.eov/ecomnn 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 MiamiDadeCounty 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. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 16-0126.04 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P. E. NOA No. 17-0504.05 / Expiration Date: January 23, 2019 Approval Date: December 14, 2017 ( Page I 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) Manuel , P.E. Product Contr l Ex Hiner NOA No: 17- 504.05 Expiration Date: January 23, 2019 Approval Date: December 14, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTEVUED) 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 511 Edition (2014), dated 03/30/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NDA No. 15-0409.03) 2. Glazing complies with ASTM E1300-09 Manuel Perez .E. � Product Control Ex miue NOA No. 17- .OS Expiration Date: January 23, 2019 Approval Date: December 14, 2017 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) 8. Quanex Part Super Spacer Standard complying with ASTM C518 Thermal Conductivity 0.881 BTU -in/ hr.-ft2-OF, 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. -ft' -°F, ASTM F 1249 VvrVTR-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) Manuel ere, P.E. Product Contr I Ex finer NOA N . - 504.05 Expiration Date: January 23, 2019 Approval Date: December 14, 2017 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 5fh 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. 16-0126.04, 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 05/05/16 and expiring on 01/23/19. Manuel Perez, P. . Product Control Ef am' er NOA No. 17-0504.05 Expiration Date: January 23, 2019 Approval Date: December 14, 2017 E-4 SERIES FD -5555, IMPACT -RESISTANT, VINYL, REINFORCED, OUTSWING FRENCH DOOR & SIDELITE/TRANSOM (SLT/TR) 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. OR 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. Fy Min. F. Steel Screw 92 ksi 120 ksi 18-8 Screw 60 ksi 95 ksi 410 Screw 90 ksi 110 ksi Elco Aggre-Gator6 57 ksi 96 ksi Elco UBraConS 155 ksi 171 ksi 410 SS Elco CretenexO 127.4 ksi 1897 ksi 6063-T5 Aluminum 0.063" 16 ksi 22 ksi A36 Steel 1/2" 36 ksi 58 ksi Gr. 33 Steel Stud 33 ksi 45 ksi GENERAL NOTES ........................... 1 ELEVATIONS ................................... 2 GLAZING DETAILS .......................... 3 DESIGN PRESSURES... ............ ..... 4-5 ANCHORS. .... ........................... - ..... 4-6 INSTALLATION ................................ 7-9 EXTRUSION PROFILES .................. 10 PARTS LIST ..................................... 11-12 CORNER DETAILS .......................... 11 HARDWARE DETAILS ..................... 12 DESIGN PRESSURE RATING IMPACT RATING VARIES, RATED FOR LARGE & SMALL SEE SHEETS 4 & 5 MISSILE IMPACT RESISTANCE TABLE 1: Group Anchor Substrate Min. Edge Distance Min. Embedment A 3/16" Elco Ultracon Ungrouted CMU, (ASTM C-90) 1" 1-1/4" Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" 3 #10 Steel SMS (135) #10 410 S.S. SMS #10 18-8 S.S. SMS P.T. Southern 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. Southern 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. Southern 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. Southern 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" 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. Aggre-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" D 1/4" Elco Ultracon Concrete (min. 2.85 ksi) 2-1/2" 1-3/8" 1/4" Elco410 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 -.090" 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 1-3/16" Lami. IG (3/16" T - 1/2" Air - 3/16" ANN -.090" PVB - 3/16" ANN) Sidelite/Transom 7 7/16" Lami. (3/16" ANN -.090" PVB - 3/16" ANN) Door/Sidelite/Transom "ANN" = ANNEALED "T" = TEMPERED "PVB" =.090" TROSIFOL® PVB INTERLAYER BY KURARAY AMERICA, INC. "SG" =.090" SENTRYGLAS® INTERLAYER BY KURARAY AMERICA, INC. SEE SHEET 3 FOR SPACER INFORMATION. carac11110 ri r»•+ •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ASTM E1300-09 •ANSI/AF&PA NDS -2015 FOR WOOD CONSTRUCTION *ALUMINUM DESIGN MANUAL, ADM -2015 •AISI S100-12 •AISC 360-10 y C) UPDATED TO FBC 2017, ADDED SPACER DWGS., REVISED #22 - JR - 04/10/17 `\\\\`! LYN N j/// i o .N........... /zc , * : INo588705O1;a 7•(UGI` 0, P P•. •' ..RID �\ A. LYNN MILLER, P.E. P.E.# 58705 37-9/16" MAX. SLAB WIDTH TYP. DOOR SLAB ,/8„ SLAB 'HT N HE (ALL cot DETAIL SHEET # 38-3/4" (38.79') �{ MAX.'X. 40" --� / �� 93-1 MAX. ^ HEI( N w 3: T7 a7°p r o 0 TYP. DOOR SLAB ,/8„ SLAB 'HT N HE (ALL cot DETAIL SHEET # 38-3/4" (38.79') �{ MAX.'X. Olxxlo (WIDE STILES AND WIDE RAILS SHOWN ON SIDELITES) X 111" MAX. HEIGHT OR WIDTH EXAMPLE CONFIGURATIONS 76" MAX. I 9 40" --� 1" MULL (X2) �� TYP. Olxxlo (WIDE STILES AND WIDE RAILS SHOWN ON SIDELITES) X 111" MAX. HEIGHT OR WIDTH EXAMPLE CONFIGURATIONS 76" MAX. I 9 k XX 30.8 FT' MAX. SEE SIZE RANGES FROM TABLE 8 & 9, SHEET 5 98-7/8" MAX. DLO / 7 \ as N w ^ Y N w k XX 30.8 FT' MAX. SEE SIZE RANGES FROM TABLE 8 & 9, SHEET 5 SINGLE O (WIDE STILES AND WIDE RAILS SHOWN ON SIDELITES) 30.8 FT' MAX. SEE SIZE RANGES FROM TABLE 8 & 9, SHEET 5 106-1/16" MAX. DLO 111" MAX. HEIGHT OR WIDTH 40" 40" MAX. �I P. n1 MULL 1" MULL y 3M- 3/4" TYP. 1YMULL 98-7/8" MAX. DLO Ce)U _ 8 as SINGLE O (WIDE STILES AND WIDE RAILS SHOWN ON SIDELITES) 30.8 FT' MAX. SEE SIZE RANGES FROM TABLE 8 & 9, SHEET 5 106-1/16" MAX. DLO 111" MAX. HEIGHT OR WIDTH 40" 40" MAX. �I P. n1 MULL 1" MULL y 3M- 3/4" TYP. 1YMULL g OIX (SHOWN) OR XIO (WIDE STILES AND WIDE RAILS SHOWN ON SIDELITES) 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 SLTrrR 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. HORIZONTAL MULLION LENGTH 40" MAX. TYP. 1" MULL O0O (MAXIMUM OF 2(MAXIMUM OF 2 MULLED SIDELITES) (WIDE STILES AND NARROW RAILS SHOWN ON SIDELITES) OIXIO (NARROW STILES AND WIDE RAILS SHOWN ON SIDELITES) O/O WITH HORIZONTAL MULLION (WIDE STILES AND WIDE RAILS SHOWN ON SIDELITE & TRANSOM) 1 1" MULL 38-3/4" MAX. O/X WITH HORIZONTAL MULLION (NARROW STILES AND NARROW RAILS SHOWN ON TRANSOM) C) NO CHANGES THIS SHEET JR - 04/10/17 W z Ce)U _ 8 as N w ^ Y N w 3: T7 a7°p r o 0 g OIX (SHOWN) OR XIO (WIDE STILES AND WIDE RAILS SHOWN ON SIDELITES) 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 SLTrrR 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. HORIZONTAL MULLION LENGTH 40" MAX. TYP. 1" MULL O0O (MAXIMUM OF 2(MAXIMUM OF 2 MULLED SIDELITES) (WIDE STILES AND NARROW RAILS SHOWN ON SIDELITES) OIXIO (NARROW STILES AND WIDE RAILS SHOWN ON SIDELITES) O/O WITH HORIZONTAL MULLION (WIDE STILES AND WIDE RAILS SHOWN ON SIDELITE & TRANSOM) 1 1" MULL 38-3/4" MAX. O/X WITH HORIZONTAL MULLION (NARROW STILES AND NARROW RAILS SHOWN ON TRANSOM) C) NO CHANGES THIS SHEET JR - 04/10/17 A. LYNN MILLER, P.E. P.E.# 58705 W z Ce)U _ as N w ^ Y N w 3: T7 a7°p r o 0 N (D N z y O M N a� O _jo O Z LL co o U W p� 8 .pN W 0c) ~ Q LL LLMalp H Z -9Mp > o rn Z v (1) z Z O LL O Q F- N �aa4a ® O 0) 0 (D = Z ~ Z U O a ZW U v7 0 O LLL LU J F JS D- Lr) U Z >wl LIE i W L0L aplasap sauag A. LYNN MILLER, P.E. P.E.# 58705 GLAZING DETAILS 1-3/16" NOM. GLASS STACK 1-3/16" NOM. 1-3/16" NOM. GLASS STACKS GLASS STACK SILICONE SILICONE GLASS STACK GLASS STACK GLASSGLASS STACK 1/8" ANNEALED GLASS 1/8" ANNEALED GLASS 3/16" ANNEALED GLASS 11/16" AIRSPACE .090"PVB 5/8" AIRSPACE 9/16" AIRSPACE .090"PVB .090" SG STRUCTURAL POLYISOBUTYLENE 1/4" NOM. 1/8" TEMPERED GLASS-.1/8"ANN ALED GLASS 3/16" 1/8"AN EALED GLASS - —3/16" ANNEALED GLASS TEMPERED GLASS 1/8" TEMPERED GLASS WITH DESICCANT KODISPACE eREA, it'. n.E`: -'-"1 €ka $k'*�x EXT. GLASS -£"' 37 r; ea - a;c3e ,4 14. 4SG EXTERIOR 1a 11/16" EXTERIOR 11/16" EXTERIOR 11/16' Expitatkr hate 3 GLASS BITE a GLASS BITE 1 O GLASS BITE 3 k�J 3 Rt INT. GLASS 37 38 39 40 42 37 38 39 40 42 37 38 39 40 42 41 41 41 GLASS TYPE 2 GLASS TYPE 3 HOT-MELT BUTYL c ° C) JR /17 PACER DRAWINGS - GLASS TYPE 1 STRUCTURAL USED IN DOOR ONLY USED IN DOOR ONLY TYP. WIDE FRAME GLAZING SILICONE ' DETAIL, NARROW FRAME SIMILAR FOAM 3/16" NOM. U WITH 1-3/16" NOM. GLASS STACK 7/16" LAMINATED - 1-3/16" NOM. _ 1-3/16" NOM. GLASS STACK 7/16" LAMINATED GLASS STACK 7/16" LAMINATED DESICCANT EXT. GLASS 3a SUPERO w z �—a, w o7 <- Lo Aaa GLASS STACK GLASS STACK GLASS STACK SPACERUR m N w Lo > aaop 3/16" ANNEALED GLASS 3/16" ANNEALED GLASS 3/16" ANNEALED GLASS NXTTM } D> 0 c� z y > 0 1(j 1/2" AIRSPACE .090" SG 9/16" AIRSPACE 090" PVB 1/2" AIRSPACE .090" PVB OJ -t it Q Lo ' 1/8" TEMPERED GLASS INT. GLASS J O a Z i 3/16" AN EALED GLASS 3/16" ANNEALED GLASS 3/16" AN EALED GLASS wco 3/16" TEMPERED GLASS 1 3/16" TEMPERED GLASS V w p V 78 UMUJp w 00 2 Q W .UN 14 EXTERIOR 14 EXTERIOR 14 11/16" 11/16" 11/16" H- w ,�., EXTERIOR GLASS BITE a D GLASS BITE a D GLASS BITE ALUMINUM Y o^ V, a J 4 4 3 REINFORCEMENT o Z ° _j N 37 38 39 40 37 38 39 40 t 37 38 39 40 42 0 Z LL O 5/16" NOM. Q M 1 a2 1 az 41 BUTYL & 0_ q� 41 DESICCANT ® N 7aayS GLASS TYPE 4 GLASS TYPE 5 GLASS TYPE 6 FOAM DURASEALO o - F_ TYP. NARROW FRAME GLAZING TYP. NARROW FRAME GLAZING TYP. WIDE FRAME GLAZING EXT. GLASS 39 SPACER = 2 Z Q W Z DETAIL, WIDE FRAME SIMILAR. DETAIL, WIDE FRAME SIMILAR. DETAIL, NARROW FRAME SIMILAR ¢ BI005 LL o W � C7 1n 7/16" LAMINATED "PVB" =.090" TROSIFOL® PVB BY KURARAY AMERICA, INC. h J n1 GLASS STACK "SG" =.090" SENTRYGLAS® INTERLAYER BY KURARAY AMERICA, INC. INT.GLASS w } Z � 3/16" ANNEALED GLASS > J U' D- .090" PVB - sauag agil 'osap 1 ��� �S`1Y LYNN 33/1�EALED GLASS POLYISO- DESICCANT FILL AREA BUTYLENE ���',. z7 SEAL 5/16" NOM. LICENSE Q' 11/16"SSB t GLASS BITE ROLL-FORMED SILICONE SEAL = ._ _ * :No. 58705 3 STAINLESS STEE * - XL EDGETM q EXTERIOR 42 40 -�.'•, � ��:•��� v— EXT. GLASS SPACER �0�'• STATE OF [` a5 as // 'q GLASS TYPE 7 00\�� USED IN DOOR, (SHOWN) INT. GLASS & SIDELITEITRANSOM REFERENCE TEST REPORTS: FTL-8717, 8968 & 8970 A. LYNN MILLER, P.E. - P.E.# 58705 SINGLE DOOR INSTALLATION W CENTERED BETWEEN �I HINGES SEE I NOTE 1 CENTERED BETWEEN HINGES 4" MAX. MAX. j DOUBLE DOOR INSTALLATION 4" MAX ASTRAGAL CLUSTER 9-1/2" MAX. --- __ CENTERED �I BETWEEN HINGES SEEI 12" O.C. NOTE 1 I MAX.@ LOCK CENTERED \ 0-1/2" L ` j MAX. [ 1 1 ANCHOR REQUIREMENTS SAME AS HEAD X TABLE 3: X & XX Door: Design Pressure +(.50.0 PSF Glass Type 1 +1-70.0 PSF Glass Types 2 & 7 BETWEEN HINGES TARI F 4' 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 / SEE NOTE 1 I I I \ / J ANCHOR REQUIREMENTS SAME AS HEAD XX, (USING ASTRAGAL) XX Door: Astragal Cluster Anchors Required @ Head & Sill Door or Sidelile/Transom Width (n) Door Width (in) 12 24 0 72 76 c>=48 C 6 066 w W LID U m U 0 Uj ❑ ❑ m JLjL � o n L O- C Q C Q P C C Q Q Q N ❑ 2 oU❑ 7 QO a0 aU QO :!OJ_4 N LL 4 1 4 5 4 5 4 4 96 1 4 1 5 1 4 6 4 6 1 5 4 TRANSOM -TO -DOOR (X/O) OR TRANSOM-TO-SIDELITE (O/O) MULLION ATTACHMENT& INSTALLATION ATTACH DOORS, SIDELITES & 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 00 -- SEE MULLION CLUSTER ' VDETAIL BELOW i 1 SIDELITE SIDELITE-TO-DOOR MULLION INSTALLATION X10, 01X, XJX, 01XIO, XIOIX, 01XXIO, ETC ATTACH DOORS AND SIDELITES TO THE MULLION AS PER I 'I THE INSTRUCTION OF THE INDIVIDUAL ! DOOR OR SIDELITE TABLE 5: VERTICAL MULLION DESIGN PRESSURE +/.70.0 PSF I ANCHOR REQUIREMENTS SAME AS HEAD MAX. 6" \�" 1MULLION 4" O.C. MIN. 6" ��4" O.C. MIN. I I I I i t l 1t 1�� 111 i� 1" MULLION \ 6" \I HORIZONTAL \ I MAX MULLION APPLICATIONS / I 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 TABLE 6, --- j THIS SHEET, j FOR ANCHOR \ SIDE- SIDE -QUANTITY, SEE \� SIDE -SIDE - LITE i TABLE 1, SHEET \ LITE 1 FOR TYPE SIDELITE SEE MULLION CLUSTER DETAIL BELOW I DOOR 96" MAX. > MULLION LENGTH IN VERTICAL APPLICATIONS ANCHOR REQUIREMENTS SAME AS HEAD MAX. / `\ 6,. i /� `�t" MULLION 4" O.C. MIN.'j 4" �-4" O.C. MIN. I I I I I I I 7AMI c a Anchors Required for a Vertical Mullion (each mullion end) Door or Sidelile/Transom Width (n) 12 24 32 38-3/4 40 ❑ U C Y w W LID a/°o Mullion 0 m ❑ m o -❑ m7 on `oC❑ Heigt nonnnc o o oU❑ t n n2 N LL o 2 2 e B 2h c ) (9 a67 � z ILL 0 a(7 ¢(7 Door N/A 2 1 2 2 1 3 2 1 WA WA N/A SLT/TR 80 1 2 1 2 2 1 3 1 2 1 22 U) 1 Door WA 2 1 3 2 1 3 3 2 N/A WA N/A 88 SLT/TR 1 1 2 1 1 3 1 2 1 1 1 3 1 3 2 3 3 2 SEE TABLE 6, RW— THIS SHEET, DOOFORANCHOR i QUANTITY, SEE TABLE 1, SHEET 1 FOR TYPE FOR "OlXXIO" 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 SIXANCHORS.. 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. IROIUC£'FtEFrr85 ascot np:;>i%aushIss tizFY ws -1)... a� Aco'eprwice NO .a . dr ITatz; r FLfi y C) NO CHANGES THIS SHEET ' JR -04/10/17 \\\\\tIIIl1//// 0.. CENN��/C'//�� * No.58705 Off'. 6 ATE F •' (V� i Cis FZORIDP.•'•�\'K 7SZIONAL tEN A. LYNN MILLER, P.E. P.E.# 58705 W z > cM b N w C Y w W LID a/°o % r -o (D N z 0 N L0 OJ M a C) i 0 0 LLL n Z _ W U e U W 00 O a N LL IIMQ OJ 'ON JMO O a j 00 Z 0) 00 U) � z ILL 0 Q 0 W /aavS ® 0 # j (n i H = U U) Z Q Z W W. aioog � UL O LL Z J (D� to U Z Q LLLL > mail�saQ savaS \\\\\tIIIl1//// 0.. CENN��/C'//�� * No.58705 Off'. 6 ATE F •' (V� i Cis FZORIDP.•'•�\'K 7SZIONAL tEN A. LYNN MILLER, P.E. P.E.# 58705 TABLE 9 I SEE TABLE 10, Sidelite/Transom Design Pressure (+/-, psl) for Glass Types 3 & 4 SHEET 6 FOR ANCHOR QUANTITY, SEE TABLE 1, SHEET 1 11 Long Side (in) TYPE. 11 112"MAX (LONG SIDE) 63-3/16 1 66-5/8 1 68 70 72 76 78 82 84 88 92 96 98 104 108 111 24 +/-70 1 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +1-70 +/-70 +/-70 +/-70 28 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +1-70 +/-70 +J-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 +1-70 +/-70 +/-70 +J-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 38-3/4 +/-70 +/-70 +/-70 +/-70 +/-70 +J-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 40 +/-70 +/-70 +/-70 +J-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 42 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 1 +/-70 +/-70 +/-70 +/-69.6 +/58.5 44 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/59.6 +158.6 +157.7 +/57.3 � 46 +/-70 +/-70 +/-70 +l-70 +/-70 +/-70 +/-70 +/59.4 +/-68.7 +157.6 +/56.5 +/55.6 a rn 48 +/-70 +/-70 +/-70 +J-70 +l-70 +159.9 +159.1 +/57.6 +/57 +/55.8 +154.7 0 50 +/-70 +/-70 +/-70 +J-70 +/-70 +/58.4 +/57.6 +1-66 +/55.4 +/54.1 52 +/-70 +/-70 +/-70 +/-70 +l-69.1 +157.1 +/56.2 +/54.6 +/53.9 54 +/-70 +1-70 +/-70 +/59.2 +/58 +/55.9 +/55 +/53.4 56 +/-70 +/-70 +/59.7 +/58.3 +157.1 +/54.9 +153.9 58 +/-70 +/-70 +/59 +/57,6 +/56.3 +/54 60 +/-70 +/59.6 +/58.5 +157 +155.6 62 +/-70 +159.2 +/58 +/56.5 63-3116 +/-70 +/59.1 +157.9 +156.2 66-5/8 +/-69.1 +/58.9 TABLE 9 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 28" O.C. MAX. I IF LONG SIDE IS 40" OR LESS Iy I 1 23-1/2" O.C. MAX. I IF LONG SIDE IS OVER 40" 6" MAX. (SHORT SIDE) 28" O.C. MAX. IF SHORT SIDE IS 40" OR LESS 28" O.C. MAX. I IF LONG SIDE IS 40" OR LESS �11 I �I I I 23-1/2" O.C. MAX. I IF LONG SIDE IS OVER 40" 6" MAX. (SHORT SIDE) 23-1/2" O.C. MAX. IF SHORT SIDE IS OVER 40" I SEE TABLE 10, Sidelite/Transom Design Pressure, psf for Glass Types 5, 6 & 7 SHEET 6 FOR ANCHOR QUANTITY, SEE TABLE 1, SHEET 1 11 Long Side (in) TYPE. 11 112"MAX (LONG SIDE) 635/16 66-5/8 68 70 1 72 76 78 82 84 88 92 96 98 104 1 108 111 24 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 28 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70. +/-70 +/-70 32 +/-70 +1-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 36 +1-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 38-3/4 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +159.9 +/59 +/58.3 +157.9 40 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +159.8 +159.3 +158.3 +157.4 +1-6&7 +156.3 42 +/-70 +/-70 +/-70 +/-70 +/-70 +/59.5 +/58.8 +/57.6 +/57 +/56 +/55.1 44 +/-70 +/-70 +/-70 +1-70 +/59.1 +/57.5 +/56.8 +155.6 +/55 +l54 v 46 +/-70 +/-70 +/59.4 +/58.4 +/57.4 +/55.8 +/55.1 +153.8 +/53.2 to 0 48 +/-70 +/58.8 +/58 +/56.9 +156 +/54.3 +/53.5 +/52.2 U) 50 +/59.9 +/57.6 +/56.8 +/55.7 +/54.7 +/52.9 +/52.1 52 +/59 +156.6 +/55.7 +/54.6 +/53.6 +/51.7 54 +/58.3 +/55.7 +154.8 +153.6 +/52.6 56 +157,7 +155 +/-64.1 +/52.8 58 +157.3 +/54.5 +153.5 60 +157 62 +/56.9 635116 +/56.8 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 28" O.C. MAX. I IF LONG SIDE IS 40" OR LESS Iy I 1 23-1/2" O.C. MAX. I IF LONG SIDE IS OVER 40" 6" MAX. (SHORT SIDE) 28" O.C. MAX. IF SHORT SIDE IS 40" OR LESS 28" O.C. MAX. I IF LONG SIDE IS 40" OR LESS �11 I �I I I 23-1/2" O.C. MAX. I IF LONG SIDE IS OVER 40" 6" MAX. (SHORT SIDE) 23-1/2" O.C. MAX. IF SHORT SIDE IS OVER 40" (NARROW STILES AND NARROW RAILS SHOWN ON SIDELITES) 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 FORANCHOR TYPE. 12" MAX (LONG SIDE) wm ,h* Tk. PsiY.rhia:8 C:9G3 r faezvg*,t�� iE`tE d By MEIi,.iT C) NO CHANGES THIS SHEET -04/10/17 Wz b > w w Lo Y p mLo w U 0 N z w � OJ M a y O JO ti Z_ W CO oU W W U 00 o Q Of U202'3'°N F Z 9M0 r- a O Z m o U - p LL Z O Q � IY N O W o7s O ® U) x =Z U Q Z d a/°aS W w a OLCL z Lo of J U Lo U Z W ILL > O W ap!1 'asaQ saueg LYNN��,, `i � '• V\GENSF'•.�1� Q' � •. 77 * : N0.58705 �ApTTE OF �\ �s'•.(`CORIDP.•''G\�� ;57®NAL ///IIIIII0 A. LYNN MILLER, P.E. P.E.# 58705 I SEE TABLE 10, SHEET 6 FOR ANCHOR QUANTITY, SEE TABLE 1, SHEET 1 11 FOR ANCHOR TYPE. 11 112"MAX (LONG SIDE) ------J (WIDE STILES AND WIDE RAILS SHOWN ON SIDELITES) (NARROW STILES AND NARROW RAILS SHOWN ON SIDELITES) 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 FORANCHOR TYPE. 12" MAX (LONG SIDE) wm ,h* Tk. PsiY.rhia:8 C:9G3 r faezvg*,t�� iE`tE d By MEIi,.iT C) NO CHANGES THIS SHEET -04/10/17 Wz b > w w Lo Y p mLo w U 0 N z w � OJ M a y O JO ti Z_ W CO oU W W U 00 o Q Of U202'3'°N F Z 9M0 r- a O Z m o U - p LL Z O Q � IY N O W o7s O ® U) x =Z U Q Z d a/°aS W w a OLCL z Lo of J U Lo U Z W ILL > O W ap!1 'asaQ saueg LYNN��,, `i � '• V\GENSF'•.�1� Q' � •. 77 * : N0.58705 �ApTTE OF �\ �s'•.(`CORIDP.•''G\�� ;57®NAL ///IIIIII0 A. LYNN MILLER, P.E. P.E.# 58705 NOTES: 1) NARROW OR WIDE STILES AND RAILS MAYBE MIXED WITHIN THE SAME SIDELITEfFRANSOM 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. [`Ra7U`LC'C RE749SE0 as "m'"iyiF g with tt'A rS€+7 s "iD=.a I g i.7';3c BY N6g C) NO CHANGES THIS SHEET JR -04/10/17 U wz M .aa w P Y yw } � vtt U 7 U V 1w O Lo O j O a y LL Z Z m o U N = W 8 _°N w00 O Q F_ Z N LL IIM OJQ LLI 0> r� V a H J O Z O O O cf) w F_ ,- IMA 017 T1511.1,111 154 MMOO�� Qz Z O ® 0 }aa4S 2 F_ = U 0 2 Z Q W Z a/°aS O Q w Z J JL w . . . . . . . mmmmmm ��ppppppppp0000000000000000©v©©0000 • '- ©©OOOOOOOOOOOOOOOOOOOOOOOOOOOOO©© .. .- pppp000000OOODOOOOOODODODODO©0000 ©©©©©©©©©©OOOOOOOOOOOOOOOOOOOOOO©''. ® .. .- ppp00000ODOOODODDODODODODODO©00001 ©©©©©OOOOOOOOOOOOOOOOOOOOOOOOOOO©1 . • •- DDODODODODOD©0000ODODOOOD©D©©0000 . • •- QQ©Q©0©0©QQQ00000©0©Q©0©0©0©©0000 • • .- 00©0©Q©0©00000000©Q©Q©0©0©0©©0000 mum ME • • .- ©Q©Q 0' QQ' 00' QQ' 00' 0000©_______________ NOTES: 1) NARROW OR WIDE STILES AND RAILS MAYBE MIXED WITHIN THE SAME SIDELITEfFRANSOM 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. [`Ra7U`LC'C RE749SE0 as "m'"iyiF g with tt'A rS€+7 s "iD=.a I g i.7';3c BY N6g C) NO CHANGES THIS SHEET JR -04/10/17 `QNY LYN/y L\CENSF'•,C�� * : No. 58705 ' //'l&/0NAL EN A. LYNN MILLER, P.E. P.E.# 58705 U wz M .aa w P Y yw } � vtt U 7 U V 1w O Lo O j O a y LL Z Z m o U N = W 8 _°N w00 O Q F_ Z N LL IIM OJQ LLI 0> r� V a H J O Z O O O cf) w F_ LL 0 Qz Z O ® 0 }aa4S 2 F_ = U 0 2 Z Q W Z a/°aS O Q w Z J JL w `QNY LYN/y L\CENSF'•,C�� * : No. 58705 ' //'l&/0NAL EN A. LYNN MILLER, P.E. P.E.# 58705 EMBEDMENT 1/4" INSTALLATION SHIM OPTION 1 SHIM 23 INSTALLATION ANCHORS EDGEUUUD� 16 INTO 2X WOOD. DISTANCE 13 67 1 68 TYP. ANCHOR TYPE, 3 EMBEDMENTAND 33 33 EDGE DISTANCE PER71 '�2CT5'fJC-'`REVISE s SUBSTRATE, SEE S5 ce;ns s8'yigq eaia 4Dw our! TABLE 1, SHEET 1. ''a'� 'Cade O ti:.��ru4iaxe �XtC 1 ANCHOR PER HINGE )CC r 131 1 TO BE THROUGH liana,*�„ rtracz L^,-:= SUBSTRATE. MIN. #10 D D FLATHEAD SMS, SEE �I 2 ,y C) NO CHANGES THIS SHEET TABLE 1, SHEET 1. 72 5 EXTERIOR 14 15 9 47 48 53 8 28 JR - 04/10/17 70 DETAIL 19 2X WOOD BUCKSTRIP ALSO SEE BELOW EXTERIOR U OR FRAMING, SEE DETAIL�e w ? c naa NOTE 2, THIS SHEET _ � N � TYP. ANCHOR TYPE, EMBEDMENT w pw L0 AND EDGE DISTANCE PER 0 T7 aao4 SUBSTRATE, SEE TABLE 1, SHEET 1. � o O � TYP. ANCHOR TYPE, EMBEDMENT AND AVOID INTERFERENCE WITH 0 V r w EDGE DISTANCE PER SUBSTRATE, SEE OPPOSING ANCHOR BY CHOOSING18 TYP. ANCHOR TYPE, J M O a m 0 TABLE 1, SHEET 1. THE CORRECT LENGTH OR TYP. ANCHOR TYPE, EMBEDMENT AND Z LLL 0i STAGGERING LOCATIONS. EMBEDMENT AND EDGE EDGE DISTANCE PER E o ¢ '1g EMBEDMENT 1/4" 23 DISTANCE PER SUBSTRATE, 18 SUBSTRATE, SEE L) U p OO M'23 23 23 10 SEE TABLE 1, SHEET 1. 23 10 TABLE 1, SHEET 1. LU Z s < U D_' t -ON MQ 16 1 O > o 04 ���`/\ ANCE DISTANCE 1 ANCHOR PER HINGE TO BE rn Z v U U THROUGH SUBSTRATE. MIN. N p LL #10 FLATHEAD SMS WITH Q O 1 JJ MIN. 3 THREADS BEYOND IIJJ INSTALLATION v METAL SUBSTRATE. 5223 m O OPTION 2 2s 41 7 ® Q ;aayg INSTALLATION ANCHORS DIRECTLY 71 �O[D�r U Z Z INTO MASONRY. Q W O LL Ln K J Q O Z U) 26 4 72 47 48 sauag apil asap \ EXTERIOR 32 EXTERIOR 70 20 28 �OtJY 1" FRENCH DOOR MULLION 18 1 ANCHOR PER HINGE TO BE THROUGH DETAILASUBSTRATE. DETAILCI EXTERIOR DETAIL \ V\CENSE '• ��� MIN. 3/16" FLATHEAD any NO. 58705 ALSO SEE ABOVE ULTRACON, SEE TABLE 1, SHEET 1. INSTALLATION NOTES: •••. ��( SATE F 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 �O�. ` i� `.(1 •'•:c�ORIDP,. •'G\�� 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/ ' S EN \ 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 //OIVAL '11111100 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. A. LYNN MILLER, 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, INSTALLATION ANCHORS MAX. SHIM 23 10 SEE TABLE 1, SHEET 1. DIRECTLY INTO METAL. w 0 EDGE 1 ANCHOR PER HINGE TO BE DISTANCE 16 THROUGH SUBSTRATE. MIN. lluh' � #10 FLATHEAD SMS WITH 1 MIN. 3 THREADS BEYONDDOOR 67 METAL SUBSTRATE. VISIBLE LIGHT Ln 29 5 WIDTH (DLO) �7 23 33 71 o0 r N U W TYP. ANCHOR TYPE, EMBEDMENT 8 MOIO AND EDGE d' DISTANCE PER SUBSTRATE, SEE H TABLE 1, SHEET 1. D D 52 EXTERIOR 72 3 31 48 EXTERIOR ID 1" FRENCH DOOR MULLION 70 L 47 20 28 18 DETAIL MULLION (SEE SEPERATE MULLION (SE SEPER T NOA), ALUMINUM, STEEL DETAIL FRAMING OR STEEL STUD. INSTALLATION OPTION 3 DOOR FRAME WIDTH — INSTALLATION ANCHORS THROUGHTYP. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE ANCHOR TYPE, EMBEDMENT 1X BUCKSTRIP INTO MASONRY. DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET AND EDGE DISTANCE PER 1, AVOID INTERFERENCE WITH OPPOSING SUBSTRATE, SEE TABLE 1, SHEET 1. EMBEDMENT TYP. ANCHOR TYPE, 18 23 ANCHOR BY CHOOSING THE CORRECT LENGTH EMBEDMENT 1/4" EMBEDMENT AND OR STAGGERING LOCATIONS. EDGE DISTANCE PER 1/4 F 23 SHIM 23 SUBSTRATE,SEE 23 10 m SHIM EDGE TABLE 1, SHEET 1. EDGE Z W DISTANCE DISTANCE al°aS e � 18 O m Q J TYP. ANCHOR 31 J TYPE, 8 29 5 33 ` 41 EMBEDMENT <q Z AND EDGE p DISTANCE j PER e a SUBSTRATE, alai SEE TABLE 1, n SHEET L _ � u} D 31 EXTERIOR- 4 EXTERIOR CONCRETE/CMU PER ANCHOR 3 N07 1 L7 REQUIREMENT 1X WOOD CONCRETE/CMU 32 �/ EXTERIOR BUCKSTRIP, SIDELITE/TRANSOM FRAME WIDTH 18 - PER ANCHOR of SEE NOTE 2, REQUIREMENT ON INSTALLATION THIS SHEET. DETAILL DETAILL DETAILL ION A. LYNN MILLER, P.E. INSTALLATION ANCHORS DIRECTLY INTO MASONRY. 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. 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 2) WOOD "2X" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE MASONRY. WOOD BUCKS DEPICTED AS ARE 1-1/2" AUTHORITY HAVING JURISDICTION. ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE FRAME OF THE DOOR, SIDELITE OR TRANSOM. 3) FOR 4) IF APPLICABLE, LOWEST DESIGN PRESSURE FROM DOOR, SIDELITE, TRANSOM OR MULLION APPLIES TO THE WHOLE SYSTEM. C) NO CHANGES THIS SHEET JR -04/10/17 O w? a w 0 C Y cn } aK� 0 N z y 0 � ac O M aww O Ln OLj i o0 r N U W 8 MOIO F Z x a d' °N SMO O ; 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 a.. a ° ° 2X WOOD n CONCRETE m -- BUCKSTRIP 4 32 16 `IU\I PER ANCHOR p a OR FRAMING, REQUIREMENT ° ° EMBEDMENT SEE NOTE 2, EMBEDMENT n THIS SHEET 1 1X WOOD 23 23 1X WOOD BUCKSTRIP, SEE < :vt1CT i2i Vgas=;0 BUCKSTRIP, SEE NOTE 2, THIS SHEET. omjgl it -En lis�"a zl a' -'?a ;ti NOTE 2, THIS SHEET. 1/4" MAX SHIM 1/4" MAX SHIM a.c'1 - 0 17 xxcc 25 OPT Ea<a�2E; sa 18 23 P7 - r, 1 N6 Baru ..ro ±vd*"t .�.$ 10 18 I TYP. ANCHOR TYP. ANCHOR I I I TYPE, EMBEDMENT TYPE, EMBEDMENT 16 I I I AND EDGE AND EDGE ° C) REVISED # 22 - JR - 04/10/17 I I 2g DISTANCE PER DISTANCE PER TYP. ANCHOR TYPE,o; II SUBSTRATE,SEE SUBSTRATE, SEE EMBEDMENT AND EDGE T1--31 SEE SH TABLE 1, SHEET 1. TABLE 1, SHEET 1. DISTANCE PER SUBSTRATE, IL, ET 1 j DETAIL, SHEET 12 SEE TABLE 1, SHEET 1. AVOID I I U INTERFERENCE WITHI � W 3 c+)^aa OPPOSING ANCHOR BY 6 3 > w C Y CHOOSING THE CORRECT rc in U LENGTH OR STAGGERING IDETAIL I� } o O aloQ LOCATIONS. U N z y EXTERIOR I ETAIL O a w U O � p 33 a CWINDOW J p z LL z W p�SIDELITE/ D W W =a W umo�0N TRANSOM W C �Ma DOOR 14 15 FRAME r I a J VISIBLE LIGHT VISIBLE LIGHT HEIGHT 0 Z o U I DETAIL�H (DLO) HEIGHT(DLO) LL 41 Q O DOOR 41 of 0 O 7aa45 FRAME ® N VHEIGHT HEIGHT U) EXTERIOR F U Z Z � W aloas INSTALLATION NOTES: LL0 Q EXTERIOR I I DETAIL J� DETAIL LL Q Lo m 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 1, SHEET 1. FOLLOW EMBEDMENT AND EDGE DISTANCE U F Un LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON INSTALLATION - TYP. ANCHOR j z o ANY SIDE OF THE DOOR, SIDELITE OR TRANSOM. TYPE, EMBEDMENT apil asap OPTION 2 AND EDGE sauag 2) WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE INSTALLATION fi+_ INSTALLATION DISTANCE PER ��\ BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2". 1X OPTION 1 i I 22 ANCHORS DIRECTLY 29 SUBSTRATE, SEE Y LYNN��� i� �i� WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED "2X" I I I 23 TYP. ANCHOR INTO MASONRY. TABLE 1, SHEET 1. ��N �O .. • • •.. • •. M� '• DIRECTLY TO MASONRY. WOOD BUCKS DEPICTED AS ARE INSTALLATION ANCHORS TYPE, EMBEDMENT \ �'� : V\GENgF'. 1-1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS INTO 2X WOOD. I I AND EDGE 1 1/4" MAX. SHIM OR Q-: •• '•.� 24 t DISTANCE PER 3.4 KSI NOW SHRINK, No. 58705 * APPROVED BY THE AUTHORITY HAVING JURISDICTION. I SUBSTRATE, SEE 23 NON-METALLIC = '. * = 3) FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER 2 TABLE 1, SHEET 1. GROUT- FULL _ _ -0 ; ' SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE 0�� LENGTH •• - € :�� tF FRAME OF THE DOOR, SIDELITE OR TRANSOM. FULL LENGTH 1/4" MAX. SHIM g 0� •.. TATE F�ORID?.•' \�� ° 4) IF APPLICABLE, LOWEST DESIGN PRESSURE FROM DOOR, a EMBEDMENT CONCRANCHOR e EMBEDMENT 10NAL E .. SIDELITE, TRANSOM OR MULLION APPLIES TO THE WHOLE 2X WOOD BUCKSTRIP // /111111 \\ SYSTEM. OR FRAMING, SEE REQUIREMENT ° a NOTE 2, THIS SHEET ° A LYP.E. EDGE DISTANCE —+ — j EDGE°DISTANCE P E.# 58705 4.565"- 1 - O„ 1.000" O1 FRAME HEAD & JAMB #20000,Rigid Cellular PVC W:1#1 1.503" � 1,1 3.925" .075" � ❑ ❑ E3 1.375" 0 �Q-j j 2 FRAME SILL #20001, Rigid PVC 1.500" A OHINGE STILE TOP & BOTTOM RAIL REINFORCEMENT 6 REINFORCEMENT #20013, 6063-T6 #20014, 6063-T6 .278" 1:1 4.922" 2.281" TT .582" � 0� T 1.457" 075" 187" =�3121.750" 1 OSIDELITE ADAPTER #20003, Rigid PVC 3 PANEL RAIL & STILE #20002, Rigid Cellular PVC 2.146" -► 1471, 3.518" 7 PANEL STILE REINFORCEMENT #20015. 6063-T6 1.994" .140" � � 1.140" 1.359" r .062" .281" 0 .2-8'11-' 060" 060" INACTIVE BEVELED OGEE 13 ASTRAGALCOVER 14 BEAD 15 BEAD #20004, Rigid PVC #20005, Rigid PVC #20006, Rigid PVC .632" .386" .050" j SINGLE DOOR 20 ASTRAGAL COVER #20012, Rigid PVC k�: 1.875" .384" 1_ 062" 22 THRESHOLD COVER #20057, 6063-T5 .935" 0.12 1 5" 'T .191" J 23 ANCHOR PLATE #19031.6063-T6 2.488" 761" 3.518" .080" yl 1.075"►- $ ACTIVE ASTRAGAL #20016, 6063-T6 1.450" .610,. .070" 16 FRAME SCRE COVER #20007, Rigid PVC 2.285" .723,1 y{ f .063" 24 THRESHOLD CAP #20020,6063-T6 9 INACTIVE ASTRAGAL #20017, 6063-T6 075" .343" .840" 17 ADD-ON FIN/FLANGE #20008, Rigid PVC 1.o1z° .930" 7.047" I 25 DRIP CAP #20021,6063-T6 1.szs° 0 .200" 3„ .374" 100" 101"FRENCH DOOR MULLION #20022,6063-T6 1.258" 1 060" (/ill .375" .773" � �-I� .062" 1.625" i �1 O1"MULLIONACTIVE 1$ CAP 19 ASTRAGAL COVER #20009, Rigid PVC #20011, Rigid PVC 26 HINGE TRIM COVER #20023, Rigid PVC .901" f 060" 1.041" 27 7/16" SQUARE BEAD #20047, Rigid PVC sOraU c RT- ISED ascnm civ,aag Wa tb.tlw FEa Acco,,m Q, 7` 04. C) REVISED # 22 - JR - 04/10/17 Y LY , LICENSE'•. No.58705 0�••. ATE •���� O .... G ', 1 NAL I I I A. LYNN MILLER, P.E. ALL RIGID AND RIGID CELLULAR PVC BY VISION EXTRUSIONS, LTD. -11 P.E.# 58705 -11 U LU z LU ro \ naa w C Y p � w `O U a;off } o N z w O Lo 0 O M aw U O 1n z u- 0 0 7 U W tt 49 9mc W 00 I Q H W LL VMOJQ7N 0 N a 1 04 o Z o Q ILL Qo O daa4s ® O p (n U In Z < w ZO 717s N O Of U) Q Lo U} Z > wO LL aprl -asaQ sayag Y LY , LICENSE'•. No.58705 0�••. ATE •���� O .... G ', 1 NAL I I I A. LYNN MILLER, P.E. ALL RIGID AND RIGID CELLULAR PVC BY VISION EXTRUSIONS, LTD. -11 P.E.# 58705 -11 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 Cowr Rigid PVC 14 20005 1-1/16" 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 Corer Rigid PVC 201 20012 Single Door Astragal Cover Rigid PVC 221 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 26 20023 Hinge Trim Cover Rigid PVC 27 20047 7/16" Square Bead Rigid PVC 28 Fin Weatherstrip 29 167113 Frame Weatherstrip 31 714FPT410) W Frame -to -Wide Slab Screw: #14 X 1-1/2" Ph. FH, 16.625" O.C. Stainless Steel 32 7Si01X Frame-to-Nar. Slab Screw: #10 X 1" Ph. FH, 29'0.C. Stainless Steel 33 78XIFPT410 Reinforcement Screw. #8 X1" 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 X2-1/4" Ph. FH Stainless Steel 41 20026 Setting Block, 85 +/- 5 dura. Vinyl 42 Backbedding: Dow 995 or GE -7700 Silicone 43 Argon Gas 44 6HL5140 Hot Melt Butyl 45 1652 Setting Block 9/16" x 4" x 3/16", 85 +/- 5 duro. Neoprene 1461 1614 Setting Block 1/2" x 1"x 1/811, 85 +/- 5 duro. Neoprene 73 see Hardware BOM, Table 12, Sheet 12 IL- 90 20033 1 Inactive Astragal Cap Acetal 91 20035 Active 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 DOOR PANEL INTERIOR JAMB W/NARROW FRAME SIDELITE/TRANSOM SILL W/WIDE FRAME (HEAD SIMILAR) .,s caf�triy.;tu+,vizts Ehu f�$t7*�3a Ecci?dsa's� ::a4e A.cselt;�,scr, 3�Fty � �pp�p �}({6far?. ita348 �a P), fvfirsns adc-oesee€ c C) REVISED # 22 - JR - 04/10/17 U W z M .ary > Cd Y y w j i� 04 z w w O M arc O D J w Z U- x '� (0 o� _U Te W W ©Q fi IIMDJQ —ON — Z ^0 JMO W Z r OI� a J N_ C:) Z o WLL Z m O Z m O Q 7aay5 O ® J H - x = Q Z U H Q Z W a1 S W OLL r0 F W Lf) Of -J Z 'n U Z O 0 ai111 ��sad sauag \ ���'• VICENSF M/l�'� •tom _ N0.58705 =�0 ILA rSs®NAL EAG //0/111100,\ A. LYNN MILLER, P.E. P.E.# 58705 a tars i -`V3 ai kkrit �Wgidz %n 'GSC C) NO CHANGES THIS SHEET JR - 04/10/17 HARDWARE DETAILS & LOCATIONS LU z a w Y NW >-r- o rc 52, 55 53,55 LO a3D0 (7 N z w 47-49 � 62, 63 60 68 O (D `M Z co o M 67 U W I W 00 2 Q H- ZCD IY l/MDJQ 'ON SMO W . E a J co � Z °' ° 70-72 LL 0 LuZ O QN tY � m O W I—qS 52,54 =CO U Z Q Z W / alD S O ll. a Z � w -JC7 u-) v i/ W U > p LL sa,uas apiL 'osa0 EQUALLY - SPACED / 67 47-49 / \ 53-54 EQUALLY- SPACED e o O o O e e EQUALLY- \ 44., MAX. \ / SPACED 10" B01 MAX. MAX. TYP. 70-72 70-72 "X" CONFIGURATION "XX" CONFIGURATION \ s1 SEE DETAIL, TABLE 12: TOP LOCK SIMILAR # PGT Part# Description Material 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 49 71032X1 FPFX Rhino Lock Screw: 10-32 X 1" Phil. FH Stainless Steel 70 52 20027 Adjustable Strike Plate Assembly, Amesbury Inc. Stainless Steel 53 20028 Center Strike Plate Assembly, Amesbury Inc. Stainless Steel O O 54 7S101X Strike Plate Screw, (X): #10 X 1" Phil. FH 410 S.S. 55 78X12PFHUX Strike Plate Screw, (XX): #8 X 1/2" Phil, FH 410 S.S. 60 7SB1202 Flush Bolt (XX) QO QO 61 7803725 Flush Bolt Rod ()X) 62 420034 Flush Bolt Guide ()X) 4" 63 7832X12FPXP Flush Bolt Guide Screw: B-32 X 1/2" Phil. FH QO QO 64 48033N Guide Pin (XX) 65 78036 Flush Bolt Strike Plate ()X), Amesbury Inc. Stainless Steel 66 7832X12FPXP Flush Bolt Strike Plate Screw, ()Oq: #8 X3/4" Phil. FH 410 S.S. 67 varies Handle/Lever BEYOND PANEL 68 varies Dummy Handle/Lever 70 20025 Butt Hinge, Amesbury Inc. Stainless Steel 4.. 71 71032X1FPFX Hinge, Slab Screw: #10-32 X 1" Phil FH Stainless Steel FLUSH BOLT DETAIL: 72 7S101X Hinge, Frame Screw: #10 X 1" Phil. FH Stainless Steel a tars i -`V3 ai kkrit �Wgidz %n 'GSC C) NO CHANGES THIS SHEET JR - 04/10/17 \. `(NY LYNNM , L\CENSE� '•. C�� * No. 58705 % O MATE •'•' tORIDP.•' GN /ONAL IE� A. LYNN MILLER, P.E. P.E.# 58705 LU z a w Y NW >-r- o rc U 0 LO a3D0 (7 N z w � OJ ay Ow 0 O (D `M Z co o M U W I W 00 2 Q H- ZCD IY l/MDJQ 'ON SMO W . E a J co � Z °' ° rn LL 0 LuZ O QN tY � m O W I—qS i =CO U Z Q Z W W alD S O ll. a Z � w -JC7 u-) v Z W U > p LL sa,uas apiL 'osa0 \. `(NY LYNNM , L\CENSE� '•. C�� * No. 58705 % O MATE •'•' tORIDP.•' GN /ONAL IE� A. LYNN MILLER, P.E. P.E.# 58705