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HomeMy WebLinkAboutFD 5555M 1AM I.�E 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) v w.miamidade.eov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, Fl. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County RER— Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The 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 B dated 01/24/16, 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 maybe 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. 15-0409.03 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. 16-0126.04 Expiration Date: January 23, 2019 Approval Date: May 05, 2016 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 B dated 01/24/16, 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. 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. 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. Manuel Per , P. . Product Control Ex.'L°11 r NOA No. 16-0126.04 Expiration Date: January 23, 2019 Approval Date: May 05, 2016 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 Stn Edition (2014), dated 03/30/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0409.03) 2. Glazing complies with ASTM E1300-09 Mann el erez, Product Contrd! Exam' er NOA No. I6- 6.04 Expiration Date: January 23, 2019 Approval Date: May 05, 2016 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. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 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 previous 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 previous 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 previous 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 previous 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. -ft? °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) r; Manuel Pe ez, E. Product Control xa ner NOA No. 16-0126.04 Expiration Date: January 23, 2019 Approval Date: May 05, 2016 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 to and of complying with FBC 51" Edition (2014), dated 03/30/15, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. (Submitted under previous NOA No. 15-0409.03) 2. Statement letter of no financial interest and of independent, issued by manufacture, dated 03/30/15, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0409.03) 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. 15-0409.03, issued to PGT Industries, Inc. for their Series "FD -555" Outswing PVC French Door w/ & w/o Sidelite and Transom - L.M.I., approved on 07/02/15 and expiring on 01/23/19. Man el P ez, E. Product Control a iner NOA No. 16-0126.04 Expiration Date: January 23, 2019 Approval Date: May 05, 2016 E-4 GENERAL NOTES: 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. 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 CPVC MANUFACTURED BY 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 NOA; ELCO CRETEFLEX NOA; ELCO AGGRE-GATOR NOA; VISION EXTRUSIONS, LTD. WHITE RIGID, VE 1000 TAN 202 (NON-WHITE) RIGID & BROWN -COATED (PAINTED OR LAMINATED) RIGID PVC NOA'S, VISION EXTRUSIONS LTD. WHITE & VE 2000 TAN (NON-WHITE) RIGID CELLULAR PVC NOA'S, ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. 13) THE 5555 SERIES IS ALSO KNOWN AS THE 555 SERIES. DESIGN PRESSURE RATING IMPACT RATING VARIES, SEE SHEETS 4 & 5 RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE TABLE 1' 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" 3 #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" to 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" 13/8" 1/4" Elco 410 S.S. CreteFlex Concrete (min. 3.35 ksi) 1" 13/4" Ungrouted CMU, (ASTM C-90) 2-1/2" 1-114" dZ 1/4" Elco 18-8 S.S. Aggre-Gator P.T. Southem Pine (SG=0.55) 1" 1-3/8" Concrete (min. 3.27 ksi) 1-1/2" 1318" 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" Elco410 S.S. CreteFlex Concrete (min. 3.35 ksi) 2-1/2" 1-314" MIN. OF 3 THREADS BEYOND THE METAL SUBS 1 RAIL. TARI F 9 Type 1 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 (3116" 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" BUTACITE® PVB INTERLAYER BY KURARAY AMERICA, INC. "SG" =.090" SENTRYGLASO INTERLAYER BY KURARAY AMERICA, INC. SEE TABLE 11 FOR SPACER INFORMATION STANDARDS USED •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ASTM E1300-09 •ANSI/AF&PA NDS -2012 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, ADM -2010 •AISI-S100-07/S2-2010 GENERAL NOTES ........................... 1 ELEVATIONS ................................... 2 GLAZING DETAILS ........................- 3 DESIGN PRESSURES ..................... 4-5 SIDELITE/ TRANSOM ANCHORS.... 4-6 INSTALLATION ................................ 7-9 EXTRUSION PROFILES .................. 10 PARTSLIST ..................................... 11-12 CORNER DETAILS .......................... 11 HARDWARE DETAILS ..................... 12 rC200,UCT REVISED as canipfying with tw Honda {{,, Bw1ding Cade 1�•�b�.�i9.l Et Acceptance No i xp Mtiora Date e b� i Q A) UPDATED ANCHOR TABLE, CHANGED SERIES #-JR-03/18/15 °1 B) ADDED TPS SPACER, LIMITED 00 CFG., STD. YRS. - JR - 01/24/16 U Y m 'A,a > U 0 a O r 77`7d C� N , Un O M JJ Cl) to /a UMDId Z U- lA Lo LLL O (0 0 I I U U X D o =ON LU O2 v Cr 1- w m O smo �> Op v Oz dZ °' S, �% I Oj Z LL O Q ® rn N O 1aayS # w rn F 2F_ U H O Z D Q Z w Z 7100—S o Of ¢Lf)) u_ it LU _j w Z In U Z O LL W alall asap sal TYP. DOOR SLAB 37-9/16" MAX. SLAB WIDTH 93-7/8" MAX. SLAB HEIGHT K HE (ALL Cor DETAIL SHEET # 38-3/4" ►- (38.79") MAX. EXAMPLE CONFIGURATIONS 76" MAX. I 9 � —76" MAX 40" M m 98-7/8" MAX. DLO ,'.MULL(X2) �� / P. OjXXIO (WIDE STILES AND WIDE RAILS SHOWN ON SIDELITES) 111" MAX. HEIGHT OR WIDTH 30.8 FT2 MAX. SEE SIZE RANGES FROM TABLE 8 & 9, SHEET 5 SINGLE O (WIDE STILES AND WIDE RAILS SHOWN ON SIDELITES) XX 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 �� 3M�ULL 1" MULL y{� M �I 1YMULL m 98-7/8" MAX. DLO m nab / SINGLE O (WIDE STILES AND WIDE RAILS SHOWN ON SIDELITES) XX 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 �� 3M�ULL 1" MULL y{� M �I 1YMULL k 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 V 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 V FRENCH DOOR MULLION ARE POSSIBLE. USE THE ABOVE DRAWINGS AS A REFERENCE FOR SIZE LIMITATIONS. 40" MAX. HORIZONTAL MULLION LENGTH 40" MAX. TMP ►— 1" MULL OIO (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) PRODUCT REViSI0 as cvmpLying with the Mori& Building Code 99 Acmpta ce No f By Q A) NO CHANGES THIS SHEET JR - 03/18/15 m B) LIMITED 00 CONFIG. JR -01/24/16 LU m Y U) m nab / n \ Lc) 0 k 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 V 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 V FRENCH DOOR MULLION ARE POSSIBLE. USE THE ABOVE DRAWINGS AS A REFERENCE FOR SIZE LIMITATIONS. 40" MAX. HORIZONTAL MULLION LENGTH 40" MAX. TMP ►— 1" MULL OIO (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) PRODUCT REViSI0 as cvmpLying with the Mori& Building Code 99 Acmpta ce No f By Q A) NO CHANGES THIS SHEET JR - 03/18/15 m B) LIMITED 00 CONFIG. JR -01/24/16 LU m Y U) m nab > n Lc) 0 O L6 U N 04 T Lo Q M f7 g J O LL OC n] LL co = LLI , r U U X L 6 W 02 ON H U-1 m O 9M0 O > r H C` Z Q Q D_ z d °' v J U) z CN o O LL O Q N Q ® O ;aayg H O=LL c) z0 z z W U Ln Lo O T LU LU N W J D Lo 0 } z W agij -csaQ sauag GLAZING DETAILS 1-3/16" NOM. GLASS STACK 1-3/16" NOM. GLASS STACK 1-3/16" NOM. GLASS STACK - - GLASS STACK I— - - GLASS STACK GLASS GLASS STACK 13/16"ANNEALED ANNEALED GLASS 1/8"ANNEALED GLASS GLASS gwV7gUb 11/16" AIRSPACE .090" PVB 5/8" AIRSPACE .090" PVB 9/16" AIRSPACE .090" SG as compici as coaxiptying with &ae F6b:icD€ .-1/8" ANN ALED GLASS 1/8" TEMPERED GLASS -.3/16" 1/8" AN EALED GLASS TEMPERED GLASS 3/16" ANNEALED GLASS 1/8" TEMPERED GLASS Building aade ,';.cux;paaace Ne I '4�p7ZL9.i.J�d'pe „ Pxpadati bate i 4 11/16" 6" EXT:4" 14 11/16" EXTERIOR 13Y ByEXTERIOR 3 GLASS BITE D BITE 3GLASS BITE L1 ;�y DaBero ga M,37 42 37 38 39 40 42 ¢ A) NO CHANGES THIS SHEET 38 39 40 JR - 03/18/15 41 a1 m B) ADDED GLASS TYPE 7 & TPS JR -01/24/16 G LASS TYPE 1 GLASS TYPE 2 GLASS TYPE 3 USED IN DOOR ONLY USED IN DOOR ONLY TYP. WIDE FRAME GLAZING p DETAIL, NARROW FRAME SIMILAR W r L U)nay m 1-3/16" NOM. GLASS STACK 7/16" LAMINATED 1-3/16" NOM. GLASS STACK 7/16" LAMINATED 1-3/16" NOM. GLASS STACK .�{ 7/16" LAMINATED � � Lo O GLASS STACK GLASS STACK GLASS STACK U a;oQ 3/16" ANNEALED GLASS 3/16" ANNEALED GLASS 3/16" ANNEALED GLASS 04 N u) 1/2" AIRSPACE .090" SG 9/16" AIRSPACE 090" PVB 1/2" AIRSPACE .090" PVB O0 M m 49 3/16" AN EALED GLASS 3/16" TEMPERED GLASS -,1/8" 3/16" ANNEALED GLASS TEMPERED GLASS 3/16" AN�EALED GLASS 3/16" TEMPERED GLASS O J 0)J o Z LL a LL � = LL UU X� 14 11/16" EXTERIOR 14 11/16" EXTERIOR 14 11/16" ~o W in O F �Ma EXTERIOR GLASS BITE GLASS BITE a D GLASS BITE a o 4 4 3 �z aZ LL 37 38 39 40 J �a 37 38 39 40 37 38 39 40 42 o Q O m 42 42 41 � O ;aayg 41 41 ® O U) GLASS TYPE 4 GLASS TYPE 5 GLASS TYPE 6 c TYP. NARROW FRAME GLAZING TYP. NARROW FRAME GLAZING TYP. WIDE FRAME GLAZING H U Z DETAIL, WIDE FRAME SIMILAR. DETAIL, WIDE FRAME SIMILAR. DETAIL, NARROW FRAME SIMILAR Q Z aloaS o W C7 �' Imo— 7/16" LAMINATED J Z GLASS STACK v Q 0 3/16" ANNEALED GLASS LL .090" PVB sauaS a17 �1 'asaQ 3/16" ANNEALED GLASS t 27 11/16" GLASS BITE 3 ;5 EXTERIOR 42 `� 45 46� GLASS TYPE 7 "PVB" =.090" BUTACITEO PVB INTERLAYER BY KURARAY AMERICA, INC. _ 'SG" =.090" SENTRYGLASO INTERLAYER BY KURARAY AMERICA, INC. USED IN DOOR, (SHOWN) & SIDELITEFFRANSOM A. LYNN MILLER, P.E. P.E.# 58705 SINGLE DOOR INSTALLATION TABLE 3: X & XX Door: Design Pressure +/50.0 PSF Glass Type 1 +/-70.0 PSF Glass Types 2 & 7 TARI_F 4 DOUBLE DOOR SIDELITE-TO-SIDELITE SIDELITE-TO-DOOR INSTALLATION MULLION INSTALLATION MULLION INSTALLATION 4" O.C. MIN., (0 10) (XIO, OLX, XJX, OIX10, XIOIX, 01XXIO, ETC) SEE TABLE 4, -- SEE MULLION CLUSTER SEE MULLION CLUSTER THIS SHEET, ' ` DETAIL BELOW ` DETAIL BELOW ASTRAGAL FOR QUANTITY, i �\ CLUSTER_ _ SEE TABLE 1, I ATTACH DOORS AND SHEET 1 FOR I SIDELITES TO THE TYPE �� i MULLION AS PER�- THE INSTRUCTION j "IN, 1 1 OF THE INDIVIDUAL I � � DOOR OR SIDELITE I I 96" MAX. 1 TABLE 5: > MULLION VERTICAL MULLION j LENGTH IN VERTICAL 1 / DESIGN PRESSURE APPLICATIONS \ / _iSEE +/40.0 PSF �INOTEI kl� \ / J J SIDELITE SIDELITE SIDELITE Y DOOR ANCHOR REQUIREMENTS SAME AS HEAD XX (USING ASTRAGAL) XX Door: Astragal Cluster Anchors Required 4" MAX. 4" MAX, Door Width (in) 12 48 60 9-1/2" 9„ MAX. 9-112" I\ o MAX. r MAX. CENTERED �I p � ED BETWEEN I CENTERED m U D 1= ANCHORS BETWEEN L j= / CENTERED HINGES c e c e c E c e BETWEEN SEE I acs acs a01< _ HINGES SEE' NOTE 1 1 80 4 12" O.C. NOTE t j CENTERED 5 4 F4 96 MAX. CENTERED ETWEEN BETWEEN 5 4 6 4 6 5 1 4 c2 HINGES I j �\ HINGES � CENTERED of ¢ (7 BETWEEN 10-1/2" t -ill J 19, MANCHORS 10t - 2 MAX. MAX. REQUIREMENTS ANCHOR N/A SLT/TR SAME AS HEAD 1 2 1 2 X 1 3 2 TABLE 3: X & XX Door: Design Pressure +/50.0 PSF Glass Type 1 +/-70.0 PSF Glass Types 2 & 7 TARI_F 4 DOUBLE DOOR SIDELITE-TO-SIDELITE SIDELITE-TO-DOOR INSTALLATION MULLION INSTALLATION MULLION INSTALLATION 4" O.C. MIN., (0 10) (XIO, OLX, XJX, OIX10, XIOIX, 01XXIO, ETC) SEE TABLE 4, -- SEE MULLION CLUSTER SEE MULLION CLUSTER THIS SHEET, ' ` DETAIL BELOW ` DETAIL BELOW ASTRAGAL FOR QUANTITY, i �\ CLUSTER_ _ SEE TABLE 1, I ATTACH DOORS AND SHEET 1 FOR I SIDELITES TO THE TYPE �� i MULLION AS PER�- THE INSTRUCTION j "IN, 1 1 OF THE INDIVIDUAL I � � DOOR OR SIDELITE I I 96" MAX. 1 TABLE 5: > MULLION VERTICAL MULLION j LENGTH IN VERTICAL 1 / DESIGN PRESSURE APPLICATIONS \ / _iSEE +/40.0 PSF �INOTEI kl� \ / J J SIDELITE SIDELITE SIDELITE Y DOOR ANCHOR REQUIREMENTS SAME AS HEAD XX (USING ASTRAGAL) XX Door: Astragal Cluster Anchors Required Head & Sill Door or Sidelite/Transom Width (in) Door Width (in) 12 48 60 72 76 I\ o � � p n ED in U on U m U D 1= L 6 L d L 3 L j= FORANCHOR m 0 r c e c e c e c E c e e c e c e ox acs acs a01< 0 acs acs acs acs 80 4 4 4 5 4 5 4 F4 96 4 5 4 6 4 6 5 1 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 +1.70.0 PSF I \ 1" MULLION \I HORIZONTAL MAX. MULLION APPLICATIONS 9-1/2" i ALWAYS REQUIRE MA_X. / TWO (2) ANCHORS (TYPE A -D) AT EACH MULLION END. ANCHOR REQUIREMENTS SAME AS HEAD MAX. MULLION 4" O.C. MIN. � 6" � �4" O.C. MIN. I I I I I I 1t 1� 11 40" MAX. MULLION LENGTH IN HORIZONTAL APPLICATIONS. TRANSOMS WIDER THAN 40" WILL REQUIRE ADDITIONAL STRUCTURE OR DADE-APPROVED MULLION BETWEEN TRANSOM AND DOOR/SIDELITE. SAME AS HEAD MAX. �- 6" 4" O.C. MIN. ILITE DR � Anchors Required for a Vertical Mullion teach mullion end) Door or Sidelite/Transom Width (in) M 12 24 32 3&3/4 40 > SEE TABLE 6, I\ U 0 p n O THIS SHEET, Mullion m �m -0 -m �0 �0 m �0 FORANCHOR m �0 �❑ ff QUANTITY, SEE o n oo a t n t n o a o a o n o n t n 1, o n Lr) _J 0 c2 c2 c° 02 1 FOR TYPE TAnI F A c2 SAME AS HEAD MAX. �- 6" 4" O.C. MIN. ILITE DR � Anchors Required for a Vertical Mullion teach mullion end) Door or Sidelite/Transom Width (in) M 12 24 32 3&3/4 40 > U 0 p n O Mullion m �m -0 -m �0 �0 m �0 �0 m �0 �❑ Height o n o n oo a t n t n o a o a o n o n t n t a o n Lr) _J 0 c2 c2 c° 02 c2 c2 2 c2 c2 c2 c2 c2 XUn o of ¢ (7 ¢ (7 Door N/A 21 2 2 1 3 2 1 N/A N/A N/A SLT/TR 80 1 2 1 2 2 1 3 2 1 1 3 1 2 1 1 Door s8 WA 2 1 3 2 1 3 3 2 N/A WA N/A SLT/TR 1 2 1 3 2 1 3 3 2 3 3 2 1" MULLION 4" O.C. MIN. I " SEE TABLE 6, j THIS SHEET, .FOR ANCHOR 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. 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 SIDELITEfrRANSOM OR MULLED ASSEMBLY 6) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. PRODUCT REVISED as complying with the Pioriha Building Code b�ppdd gg�{ A-mr, nco Nat `C)12& -e ! Exp9rali. Date Q A) NO CHANGES THIS SHEET JR - 03/18/15 m B) ADDED GLASS TYPE 7 TO TABLE 3; JR - 01/24/16 LU M Y U) m Aaa > r 0 p n O O `n NDo C7 N O M N V it) L? J J 0 M O g LL Lr) _J 0 UMDJN = LIJ , r UU XUn o of C) Y n F Z Q O d Z °' v J UA N LL O Q ® m O W /aa45 = Un _ Z = U) Q Z LU w al°ag O Z LL LO oe } 0 Lo w U Z W LL > o apil -asaQ sauaS Teal E n TABLE 9 M Y m Sidelite/Transom Design Pressure (+/-, pal) for Glass Types 3 & 4 > r h j ❑I U > O f` Long Side (in) L6 777W (9 N Lo 0 m JJ v c) 63-3/16 66-5/8 68 70 72 76 78 82 84 88 92 96 98 104 108 111 24 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 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 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 ❑ 36 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +1-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 Z Z 38-3/4 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 40 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 sa,uag 42 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-69.6 +/-68.5 c 44 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +1-70 +/-69.6 +/-68.6 +/-67.7 +1-67.3 y 46 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-69.4 +/-68.7 +/-67.6 +166.5 +/-65.6 a N 48 +/-70 +l-70 +/-70 +/-70 +/-70 +/-69.9 +1-69.1 +/-67.6 +/-67 +/-65.8 +/-64.7 0 50 +/-70 +/-70 +170 +/-70 +/-70 +/-68.4 +/-67.6 +1-66 +/-65.4 +/-64.1 U) 52 +/-70 +/-70 +1-70 +/-70 +/-69.1 +/-67.1 +/-66.2 +/-64.6 +/-63.9 54 +/-70 +1-70 +/-70 +/-69.2 +/-68 +/-65.9 +/-65 +1-63.4 56 +/-70 +/-70 +/-69,7 +/-68.3 +/-67.1 +/-64.9 +/-63.9 58 +/-70 +/-70 +/-69 +/-67.6 +/-66.3 +/-64 60 +/-70 +/-69.6 +/-68.5 +/-67 +/-65.6 62 +/-70 +l-69.2 +/-68 +1-66.5 63-3/16 +/-70 +/-69.1 +/-67.9 +/-66.2 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 �__r 28" O.C. MAX. I IF LONG SIDE ISI 40" OR LESS I i i 23-1/2" O.C. MAX. i IF LONG SIDE IS OVER 40" 6" MAX. y (SHORT SIDE) 23-1/2" O.C. MAX. F SHORT SIDE IS OVER 40" 28" O.C. MAX. IF SHORT SIDE IS 40" OR LESS 28" O.C. MAX. I IF LONG SIDE IS 40" OR LESS I I 1 i J i 23-1/2" O.C. MAX. IF LONG SIDE IS OVER 40" 6" MAX. (SHORT SIDE) (WIDE STILES AND WIDE RAILS SHOWN ON SIDELITES) 1 I SEE TABLE 10, SHEET 6 FOR ANCHOR QUANTITY, SEE TABLE 1, SHEET 1 FOR ANCHOR TYPE. y J 12" MAX (LONG SIDE) 23-1/2" O.C. MAX. IF SHORT SIDE IS OVER 40" (NARROW STILES AND NARROW RAILS SHOWN ON SIDELITES) SEE TABLE 10, SHEET 6 FOR ANCHOR QUANTITY, SEE TABLE 1, SHEET 1 FOR ANCHOR TYPE. 12" MAX (LONG SIDE) i RODUCT REVISED as complying with the Fkxida Building Code AcpiceNoal(oai.o4- F i0ate '4 I q Q A) CORRECTED TABLE 8 DIM. - p JR - 03/18/15 °1 B) ADDED GLASS TYPE 7 TO TABLE 9; JR - 01/24/16 v W M Y m Sidelite/Transom Design Pressure, psi for Glass Types 5, 6 & 7 > r h j ❑I U > O f` Long Side (in) L6 777W (9 N Lo 0 m JJ v c) 633/16 66-5/8 68 70 72 76 78 82 84 88 92 96 98 104 108 111 24 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 28 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +l-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 32 +1-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 ❑ 36 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 Z Z 38-3/4 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-69.9 +/-69 +/-68.3 +/-67.9 w Z 40 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-69.8 +/-69.3 +/-68.3 +1-67.4 +1-66.7 +/-66.3 mail �sa4 sa,uag 42 +/-70 +/-70 +/-70 +/-70 +/-70 +/-69.5 +/-68.8 +/-67.6 +/-67 +/-66 +/-65.1 44 +/-70 +/-70 +/-70 +1-70 +/-69.1 +1-67.5 +1-66.8 +/-65.6 +/-65 +/-64 46 +/-70 +1-70 +/-69.4 +/-68.4 +/-67.4 +/-65.8 +/-65.1 +/-63.8 +/-63.2 O 48 +/-70 +/-68.8 +/-68 +/-66.9 +/-66 +/-64.3 +1-63.5 +/-62.2 N 50 +/-69.9 +1£7.6 +/-66.8 +/-65.7 +/-64.7 +/-62.9 +/-62.1 52 +/-69 +/-66.6 +/-65.7 +/-64.6 +/-63.6 +/-61.7 54 +/-68.3 +/-65.7 +/-64.8 +/-63.6 +/-62.6 56 +/-67.7 +/-65 +/-64.1 +/-62.8 58 +/-67.3 1 +/-64.5 +/-63.5 60 +/-67 62 +/-66.9 633/16 +/-66.8 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 �__r 28" O.C. MAX. I IF LONG SIDE ISI 40" OR LESS I i i 23-1/2" O.C. MAX. i IF LONG SIDE IS OVER 40" 6" MAX. y (SHORT SIDE) 23-1/2" O.C. MAX. F SHORT SIDE IS OVER 40" 28" O.C. MAX. IF SHORT SIDE IS 40" OR LESS 28" O.C. MAX. I IF LONG SIDE IS 40" OR LESS I I 1 i J i 23-1/2" O.C. MAX. IF LONG SIDE IS OVER 40" 6" MAX. (SHORT SIDE) (WIDE STILES AND WIDE RAILS SHOWN ON SIDELITES) 1 I SEE TABLE 10, SHEET 6 FOR ANCHOR QUANTITY, SEE TABLE 1, SHEET 1 FOR ANCHOR TYPE. y J 12" MAX (LONG SIDE) 23-1/2" O.C. MAX. IF SHORT SIDE IS OVER 40" (NARROW STILES AND NARROW RAILS SHOWN ON SIDELITES) SEE TABLE 10, SHEET 6 FOR ANCHOR QUANTITY, SEE TABLE 1, SHEET 1 FOR ANCHOR TYPE. 12" MAX (LONG SIDE) i RODUCT REVISED as complying with the Fkxida Building Code AcpiceNoal(oai.o4- F i0ate '4 I q Q A) CORRECTED TABLE 8 DIM. - p JR - 03/18/15 °1 B) ADDED GLASS TYPE 7 TO TABLE 9; JR - 01/24/16 v W M Y m 'naa > r h j ❑I U > O f` 0 L6 777W (9 N Lo 0 m JJ v c) in ,(g z LL 0) L8 LL C) (D U ( X o W - O2 do w ON Wm O (\DMO Y o >O Z O d Z v U) cqLL ❑ O Q LO IY N ® O W 1-7 N ❑ U) <n = Z N Z Z W LL U) o o of Z w Z LL ❑ mail �sa4 sa,uag A. LYNN MILLER, P.E. P.E.# 58705 Teal r •n 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. +': ODUCT REVISED s complying with the Fikffidx. el �Ce.'ee K ptaa�ce bFo � � 0-tit � • CY1p5PdEC(3 L�ddt 8 a A) NO CHANGES THIS SHEET JR - 03/18/15 m B) NO CHANGES THIS SHEET JR -01/24/16 W > Y f>>n m Long Side (in) > � in o > O O L6 C7 N O M N T Lo mL?J (m C) ,(g Z LL � ILL� IIM DJQ c0 G r Ur U X o I_z 0 2 v of DN LUm O �> �Z OO d v rn v U) w N 0 z F_ LL O `O z O Z) ]aa4S ® O O d' O= j J z Z U aIDDs Lo o af a ~ ILL J af If) U ; _j ILL apil -DsaQ sauas MEE �00©0©Q©Q©Q©Q ©0000©0©0©0©0©Q©©0000 �00©0©Q©Q©00000000©0©Q©0©0©0©©0000 '®'- 00©Q©0©0©00000000©0©0©Q©0©0©©0000 ® • .- ©0©0©0©0©0000000©©Q©0©Q©Q©00©___- ©v©v©000000000000©v©v©o©��������� • � • • •• ©0©Q©00' QO' QQ' QQ' 0000©0©©©___________ • '- DODOOODODOOOD©������������������� MEE 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. +': ODUCT REVISED s complying with the Fikffidx. el �Ce.'ee K ptaa�ce bFo � � 0-tit � • CY1p5PdEC(3 L�ddt 8 a A) NO CHANGES THIS SHEET JR - 03/18/15 m B) NO CHANGES THIS SHEET JR -01/24/16 W > Y f>>n m nab > � in o > O O L6 C7 N O M N T Lo mL?J (m C) ,(g Z LL � ILL� IIM DJQ c0 G r Ur U X o I_z 0 2 v of DN LUm O �> �Z OO d v rn v U) w N 0 z F_ LL O `O z O Z) ]aa4S ® O O d' O= j J z Z U aIDDs Lo o af a ~ ILL J af If) U ; _j ILL apil -DsaQ sauas EMBEDMENT -----� 1/4" INSTALLATION MAX. SHIM 23 OPTION 1 INSTALLATION ANCHORS EDGE 16 INTO 2X WOOD. 13 DISTANCE 67 1 68 i:~i T 7 TYP. ANCHOR TYPE, 3 ;s zorplyilg with dc EMBEDMENT AND 33 33 Huldmg Code tq EDGE DISTANCE PER 71 P;ti-� utance 74Cmt, SUBSTRATE, SEETABLE 1, SHEET 1.(;y O Niasne 3sde 1 ANCHOR PER HINGE 1\>)����)� TO BE THROUGH Q A) NO CHANGES THIS SHEET SUBSTRATE. MIN. #10 D a JR - 03/18/15 FLATHEAD SMS, SEE TABLE 1, SHEET 1. 72 5 14 15 9 g m B) NO CHANGES THIS SHEET EXTERIOR 47 48 53 JR -01/24/16 28 70 DETAIL�A 19 2X WOOD BUCKSTRIP ALSO SEE BELOW EXTERIOR _ 1' m OR FRAMING, SEE DETAIL�B > � C/) nab NOTE 2, THIS SHEET - r TYP. ANCHOR TYPE, EMBEDMENT of v) O AND EDGE DISTANCE PER } n V O aTo SUBSTRATE, SEE TABLE 1, SHEET 1.(� N N Lo TYP. ANCHOR TYPE, EMBEDMENT AND AVOID INTERFERENCE WITH OJ M -It O EDGE DISTANCE PERSUBSTRATE, EE OPPOSING ANCHOR BY CHOOSING 18 TYP. ANCHOR TYPE, _j 0) O X8 TABLE 1, SHEET 1. THE CORRECT LENGTH OR TYP. ANCHOR TYPE, EMBEDMENT AND z LL In � CD °M°.o STAGGERING LOCATIONS. _ EMBEDMENT AND EDGE EDGE DISTANCE PER = LLI EMBEDMENT 1/4" 23 DISTANCE PER SUBSTRATE, 18 SUBSTRATE, SEE U () X — o SHIM 23 23 10 SEE TABLE 1, SHEET 1. 23 10 TABLE 1, SHEET 1. W Z OON LmoN EDGE 16 n � O Y DISTANCE J 1 ANCHOR PER HINGE TO BE Z d Z (i) THROUGH SUBSTRATE. MIN. O LL 0 #10 FLATHEAD SMS WITH Q 1 MIN.3 INSTALLATION SUBSTRATE. METAL SUBSTRATE. 52 23 � 00 aays OPTION 2 29 41 7 ®N INSTALLATION e ANCHORS DIRECTLY 71 F U O H Z INTO MASONRY. G Z a O LL Lu Ix fr LL _jW ¢ u� D U } Z U a � Z z L 26 4 72 47 48 4 sa a6; EXTERIOR 32 EXTERIOR 70 20 28 1" FRENCH DOOR MULLION 18 DETAIL 1 ANCHOR PER HINGE TO BE THROUGH DETAIL SUBSTRATE. MIN. 3/16" FLATHEAD EXTERIOR DETAIL�J ALSO SEE ABOVE ULTRACON, SEE TABLE 1, SHEET 1. 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. 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, MAX. 23 10 SEE TABLE 1, SHEET 1. INSTALLATION ANCHORS SHIM DIRECTLY INTO METAL. EDGE 1 ANCHOR PER HINGE TO BE DISTANCE 16 �' THROUGH SUBSTRATE. MIN. #10 FLATHEAD SMS WITH `J) 1 MIN. 3 THREADS BEYOND DOOR 67 REVISBT} METAL SUBSTRATE. VISIBLE LIGHT ►— 29 33 71 5 WIDTH(DLO) 23 as complying as complyircg rHl4e iEnO Ei ' Hui;a�ietg ,ode Acceptance AJo• e% TYP. ANCHOR a TYPE, EMBEDMENT AND EDGE P Y '�`F' PcatiucE DISTANCE PER SUBSTRATE, SEE a A) NO CHANGES THIS SHEET TABLE 1, SHEET 1, 52 JR - 03/18/15 m B) NO CHANGES THIS SHEET EXTERIOR 3 31 72 41 I�I EXTERIOR 48 JR -01/24/16 V FRENCH DOOR MULLION TO 47 20 28 0, DETAIL*D 18 MIAMI-DADE APPROVED 2 MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL UJ M Y m — -77a DETAIL FRAMING OR STEEL STUD. SEE > U SUBSTRATE PROPERTIES, INSTALLATION OPTION 3 DOOR FRAME WIDTH TABLE 8,THIS SHEET � Nr a o a o INSTALLATION ANCHORS THROUGH TYP. ANCHOR TYPE, EMBEDMENT AND EDGE TYP. ANCHOR TYPE, EMBEDMENT } C7 N OJ 0 O ui � 1X BUCKSTRIP INTO MASONRY. DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET AND EDGE DISTANCE PER rl M x0 �g oM DJQ EMBEDMENT 1. AVOID INTERFERENCE WITH OPPOSING SUBSTRATE, SEE TABLE 1, SHEET 1. TYP. ANCHOR TYPE, O J N J p Z LL � tL cD 18 23 ANCHOR BY CHOOSING THE CORRECT LENGTH EMBEDMENT MAX EMBEDMENT AND Ld L OR STAGGERING LOCATIONS. EDGE DISTANCE PER MAX.U A23 U_ X 00 SHIM 23 23 10 2 W Z m SUBSTRATE, SEE EDGE m SHIM H -O 00 �Ma e TABLE 1, SHEET 1. EDGE > O DISTANCE DISTANCE p R J N u_ e • Z 0_ Z 0 16 O z Q W m TYP. ANCHOR° • 31 1 T ]aays TYPE, e 29 8 5 33 41 rn ® O EMBEDMENT a O AND EDGE xc = 04 DISTANCE _ F U z Z PER a SUBSTRATE, =)Z a w 0 along U) SEE TABLE 1, O LL _j SHEET I. ° J Q D U Z U) CONCRETE/CMU 31 EXTCEERIIOR °m 4 EXTERIOR j Z LL a�)�l asaQ savag PERANCHOR 3 REQUIREMENT 1X WOOD CONCRETE/CMU 32 � EXTERIOR BUCKSTRIP, SIDELITE/TRANSOM FRAME WIDTH 18 PER ANCHOR OPT SEE NOTE 2, REQUIREMENT THIS SHEET. DETAIL DETAIL G� DETAIL C� IN ION OPTION INSTALLATION ANCHORS INSTALLATION NOTES: DIRECTLY INTO MASONRY. f, g 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. E -. 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 ORAS 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. A. LYNN MILLER, P.E. P.E.# 58705 INSTALLATION OPTION 3 INSTALLATION OPTION 4 INSTALLATION ANCHORS THROUGH INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP INTO MASONRY. _ EDGE 1X BUCKSTRIP INTO 2X WOOD. EDGE DISTANCE DISTANCE 2X WOOD n CONCRETE 7- BUCKSTRIP a + 4 32 16 PER ANCHOR ,. OR FRAMING, REQUIREMENT o EMBEDMENT SEE NOTE 2, EMBEDMENT THIS SHEET _ afxas complying itl the �€ids Z' 1X WOOD 23 BUCKSTRIP, SEE 23 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET. Bui3cf� gtYCcde ecu ra'ii ce No pp 'ra:i Date lack NOTE 2, THIS SHEET. n at 1/4" MAX SHIM 1/4" MAX SHIM By 25 oar Miami de roduct ,mlt 18 r 1 23 Q A) NO CHANGES THIS SHEET 10 18 TYP. ANCHOR TYP. ANCHOR JR -03/18/15 °' B) NO CHANGES THIS SHEET JR - 01/24/16 TYPE, EMBEDMENT TYPE, EMBEDMENT 16 1 AND EDGE AND EDGE 1 29 DISTANCE PER DISTANCE PER u TYP. ANCHOR TYPE, II SUBSTRATE,SEE SUBSTRATE, SEE ' EMBEDMENT AND EDGE Tt- I SEE SHEET TABLE 1, SHEET 1. 31 TABLE 1, SHEET 1. DISTANCE PER SUBSTRATE, IL, 1 I DETAIL, SHEET 12 SEE TABLE 1, SHEET 1. AVOID I I Y m INTERFERENCE WITH 1 ILL �—�, M .gay OPPOSING ANCHOR BY 5 3 1� CHOOSING THE CORRECT I Ln O LENGTH OR STAGGERING I I DETAIL I� 6 in a } � O a700 LOCATIONS. n O V N a. uj Lo EXTERIOR I DETAIL�K OJ co M e uMoJa 33 a, Os o z LL Lo LLL m 0 U U Ln d SIDELITE/ X z O co m 4' -oN I TRANSOM ILL> O SMO DOOR 14 15 WINDOW FRAME O 1� % O �. J 04 VISIBLE LIGHT VISIBLE LIGHT HEIGHT FO Z d Z 0) v � DETAIL HEIGHT (DLO) HEIGHT (DLO) Z LL O 41 Q � D DOOR m O gays 33 FRAME ® HEIGHT u p M EXTERIOR U O Z INSTALLATION NOTES: Z Q aloaS SUBSTRATE ANCHORS LISTED ON EXTERIOR DETAIL J� DETAIL L� LL O r K J J Lo Lo 1) USE ONLY -APPROPRIATE TABLE 1, SHEET 1. FOLLOW EMBEDMENT AND EDGE DISTANCE w } F LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON INSTALLATION TYP. ANCHOR O Z U) z LL ANY SIDE OF THE DOOR, SIDELITE OR TRANSOM. I TYPE, EMBEDMENT j agilasaQ OPTION 2 AND EDGE sauag 2) WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE INSTALLATION I +_ t INSTALLATION DISTANCE PER BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2". 1X I I 1 ANCHORS DIRECTLY 29 SUBSTRATE, SEE WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED OPTION 1 I 1 I 22 23 I TYP. ANCHOR INTO MASONRY. TABLE 1, SHEET 1. DIRECTLY TO MASONRY. WOOD BUCKS DEPICTED AS "2X" ARE INSTALLATION ANCHORS TYPE, EMBEDMENT 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 24 T DISTANCE PER 3.4 KSI NOW SHRINK, APPROVED BY THE AUTHORITY HAVING JURISDICTION. I TE,SEESHEET 23 NON-METALLIC 3) FOR ATTACHMENT TO METAL. THE STRUCTURAL MEMBER 2 TABLE 1, TABLE 1, SHEET 1. GROUT -FULL LENGTH /° SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE �U� Ott p 1 FRAME OF THE DOOR, SIDELITE OR TRANSOM. FULL LENGTH 1/4" MAX. SHIM �� 4) IF APPLICABLE, LOWEST DESIGN PRESSURE FROM DOOR, SIDELITE, TRANSOM OR MULLION APPLIES TO THE WHOLE EMBEDMENT CONCRETE PER a EMBEDMENT SYSTEM. 2X WOOD BUCKSTRIP O MCI: OR FRAMING,: ANCHOR NOTE 2, THIS SHEET- REQUIREMENT °DISTANCE EDGE DISTANCE{ EDGE ►j A. LYPNN IL 05 P.E. 4.565" 5001, 1.000" O1 FRAME HEAD & JAMB #20000,Rigid Cellular PVC 3.925" .075" ❑ o�OC�°q 1.375,. 2 FRAME SILL #20001, Rigid PVC 1E i - 4.922" 3 PANEL RAIL & STILE #20002, Rigid Cellular PVC 1 � 2.281" TT .5612" O 0� 7 1.457" D 075" .750" PRc)OUc1 REVFS617 as complying with the Fkaridu l3uOSIDELITE ADAPTER Accvivance N 4 ectept2ncel�k, I6'011G•04 #20003, Rigid PVC " Ai`" ` d �k 1 n7W 1.503" 2.488" l� 1.500" J 2.146" .761" .278" .080" 3.564" 3.518" .080" 7n .080" 3.518" 3.518" .080" -- 5 HINGE STILE REINFORCEMENT #20013, 6063-T6 O 1.994" -� 1.359".062" INACTIVE 13 ASTRAGAL COVER #20004, Rigid PVC .632" .386" .050' SINGLE DOOR 20 ASTRAGAL COVER #20012, Rigid PVC TOP & BOTTOM RAIL REINFORCEMENT #20014, 6063-T6 1.140" .2-S+P-, Int 060" 14 BEVELED BEAD #20005, Rigid PVC .540"�-- .500" [[[[ffff U U UUUU--4- -- I - .062" 22 SILL CAP AP #19009, Rigid PVC ALL RIGID AND RIGID CELLULAR PVC BY VISION EXTRUSIONS, LTD. 7 PANEL STILE REINFORCEMENT #20015,6063-T6 .140" 281" 060" 15 OGEE BEAD #20006, Rigid PVC -� .935" f 0.125" "T .191 23 ANCHOR PLATE #19031,6063-T6 y 1.075" I�-- $ ACTIVE ASTRAGAL #20016,6063-T6 1.450" �-{- .610„ .070" 16 FRAMESCRE COVER #20007, Rigid PVC 2.285" 4 .723„ .063'T Z4 THRESHOLD CAP #20020, 6063-T6 9 INACTIVE ASTRAGAL #20017. 6063-T6 075" r�Jl .343" .840" 17 ADD-ON FIN/FLANGE 420008, Rigid PVC 1.012" 930" 7047 25 DRIP CAP #20021,6063-T6 i� 1.625" 0 .200" 3„ .374" 100" 10 1"FRENCH DOOR MULLION #20022,6063-T6 060" 375" } �: 1.625" 1$ 1" MULLION CAP 420009, Rigid PVC 26 HINGE TRIM COVER #20023, Rigid PVC il�1.25�8" �- .773" F -►{i-�- .062" �1 ACTIVE 19 SASTRAGAL COVER #20011, Rigid PVC ►{ .901"-- 060" 1.041" 27 7/16" SQUARE BEAD #20047, Rigid PVC A. LYNN MILLER, P.E. P.E.# 58706 A) NO CHANGES THIS SHEET JR -03/18/15 m B) ADDED PART #27 JR -01/24/16 LU M Y 0] .naa % 0 n O O L6 aaoo C7 N QM 01 Lo u> J -j M /g r r U U X D) o mO 00 Hw C �2 Ma o > Y - Z OQ d Z 7 0' J rn N z LL Q Q o ®� O O aaays 2 � U cl) z Z W Z aloas LLCR O W Q 1- J LO L? U j W LL apit -a sauas A. LYNN MILLER, P.E. P.E.# 58706 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 1-1/16" Bevel Bead Rigid PVC 15 20006 1-1116" 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 20018 Sill Screw Cover Rigid PVC 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 714FPT410XW 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 X1" Ph. FH, 28" O.C. Stainless Steel 33 78XIFPT410 Reinforcement Screw: #8 X V 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 37 it TPS Spacer System 38 Cardinal XL Edge Spacer O 39 ways Quanex DuraSeal Spacer, Composite Sealant/Dessicant ® 40 62689 Quanex SuperSpacer, Foam EPDM w/ Dessiccant 41 20026 Setting Block, 85 +/- 5 dum. Vinyl 42 V) Backbedding: Dow -995 or GE -7700 Siliccne 43 = U Argon Gas z Z 44 6HL5140 Hot Melt Butyl W 45 1652 Setting Block 9/16"x 4" x 3/16", 85 +/- 5 dura. Neoprene 46 1614 iSefting Block 112"x V x 1/8", 85 +/- 5 dum. Neoprene 47 - 73 see Hardware BOM, Table 12, Sheet 12 1901 20033 Inactive Astragal Cap - Acetal 91 1 20035 Active Astragal Cap Acetal ALL RIGID PVC AND RIGID CELLULAR PVC BY 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) SLTITR FRAME HEIGHT- 4.9 = DLO HEIGHT SLT/TR FRAME WIDTH - 4.9 = DLO WIDTH DOOR HEAD HINGE STILE INTERIOR JAMB W/NARROW FRAME SILL W/WIDE FRAME (HEAD SIMILAR) PRODUCT REV SED as vernpIying with She Florida Building Code r� Acceptance P4, •Q c?xplratia n Date a 'm A) ADDED #38 - JR - 03/18/15 m B) ADDED PARTS #27, #45 & #46 JR -01/24116 U 'm W ) Y in m 'naa > ?) of Lf) 0 LO r alcQ U N cli pM IY Lo LO J J M C) T8 LL Z � LL co I1MOlQ cQ C U UX LO o �z O2 d =ON W m Q smo O� > Z O p 0- Z 7 a) J N Z m LL O Q it Z m O Q ways ® O o V) = U a z Z F- DZ < W W a/°7s u) rn O fY W Z n W O Z0 U O 5;101 LL a/i/1 'osap sauas A) NO CHANGES THIS SHEET JR -03/18/15 p' B) NO CHANGES THIS SHEET JR -01/24/16 W HARDWARE DETAILS & LOCATIONS Y m nay > in D 52,55 53,55 0 47-49 O 62,63 P L6 aao4 U' N r K L6 O M M 60 68 �c 67 J O LL d) C'4 LL 2 O (D G L U U X _ o W2 OZ> co W 70-73 oN OW Co O DMO �> Z Op d z v °' ch 04 I r / Q 52,54 / � F ® O W hays". N # 0 Z) U) =U) U Z Q EQUALLY - SPACED W o � z LO LO }LO W O Z 67 W > Oil apl / sauag 47-49 / \ e e 53-54 EQUALLY- SPACED ° e — ° e O O e e e 1 o EQUALLY- \ 44.. MAX. \ / SPACED 1 ,o" g MAX. MAX. 70-73 70-73 "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 68"), Amesbury Inc. Stainless Steel 49 71032X1FPFX Rhino Lock Screw: 10-32 X 1" Phil. FH Stainless Steel 52 20027 Adjustable Strike Plate Assembly, Amesbury Inc. Stainless Steel O O 53 20028 Center Strike Plate Assembly, Amesbury Inc. Stainless Steel 54 7S101X Strike Plate Screw, (X): #10 X 1" Phil. FH 410 S.S. 55 7BX12PFHUX Strike Plate Screw, (XX): #8 X 1/2" Phil. FH 410 S.S. 0 O 60 7SB1202 Flush Bolt ()CX) 61 7803725 Flush Bolt Rod ()N 4" 62 420034 Flush Bolt Guide (XX) OO OO 63 7832X12FPXP Flush Bolt Guide Screw: 8-32 X 1/2" Phil. FH 64 48033N Guide Pin (XX) 65 78036 Flush Bolt Strike Plate (XK), Amesbury Inc. Stainless Steel @ 0 66 7832X12FPXP Flush Bolt Strike Plate Screw, (X)q: #8 X3/4" Phil. FH 410 S.S. 67 varies Handle/Lever 4 �► 9/16 BEYOND 68 varies Dummy Handle/Lever 70 PANEL J� 70 20025 Butt Hinge, Amesbury Inc. Stainless Steel 71 71032X1FPFX Hinge, Slab Screw: #10-32 X 1" Phil FH Stainless Steel 60 FLUSH BOLT DETAIL: 72 7S101X Hinge, Frame Screw: #10 X 1" Phil. FH Stainless Steel A) NO CHANGES THIS SHEET JR -03/18/15 p' B) NO CHANGES THIS SHEET JR -01/24/16 W Y m nay > in D 0 O U) 0 P L6 aao4 U' N r K L6 O M M �c xe VMDJQ J O LL d) C'4 LL 2 O (D G L U U X _ o W2 OZ> co W oN OW Co O DMO �> Z Op d z v °' ch 04 I z Q Q LL O N � F ® O W hays". N # 0 Z) U) =U) U Z Q WW W o � z LO LO }LO W O Z W > Oil apl -.0 sauag