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HomeMy WebLinkAboutNOA - OUTSWING PVC FRENCH DOORM IAM I•DADE MIAMIDADE COUNTY, FLORIDA e PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street; Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 31: —2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries, Inc. SCANNED 1070 Technology Drive BY North Venice, Fl. 34275StLucie COUI1fy SCOPE:, This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami —Dade County RER— Product Control Section to be used in Miami —Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall -not be valid after the expiration date stated below. The Miami Dade County Product Control Section (In Miami —Dade County) and/ or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform iri the accepted manner, the manufacturer will incur the expense of such testing and the AHD 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 11FD-5555" Outswing PVC French Door w/ & w/o Sidelite and Transom — L.M.L 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. M1AMl•DADE COUNTY NOA No. 17-0504.05 e Expiration Date: January 23, 2019 Ile�(�}f J% Approval Date: December 14, 2017 l Page I PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 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 11116115, 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 24113.2.1; and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94. ; j 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 1,1/12/15, signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No.16-0126.04) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203=94 along with marked -up drawings and installation diagram of a Series FD-5555/FD- 7700 PVC fixed sidelite, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8715, dated 11105115, signed- and sealed by Idalmis Ortega,, P.E. (Submitted under previous NOA No.16-0126.04) Manuel .E P. Product Cont, 1 Ex finer NOA No 47- 504.05 Expiration Date: January.23, 2019 Approval Date: `December 14, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE:. EVIDENCE SUBMITTED B. TESTS (CONTMUM) 4. Test reports on: 1) Air Ixifiiltration Test, per FBC, TAS, 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of an outswing PVC French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7370, dated 05/23/13, signed and sealed by Jorge A. Naya, Jr., P.E. (Submitted under NOA No.13-0815.03) 5.. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an 'outswing Rigid PVC French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7371, dated 05/25/13, signed and sealed by Jorge A. Naya, Jr., P.E. (Submitted under NOA No.13-0815.03) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with marked -up drawings and- installation diagram of a PVC fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7338, dated 05/25/13, signed and sealed by Jorge A. Naya, Jr., P.E. (Submitted under NOA No.13-0815.03) •7. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a Rigid PVC fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7339, dated 05/23/13, signed and sealed by Jorge A. Naya, Jr., P.E. (Submitted under NOA No.13-0815.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated 03/30/15; prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No.15-0409.03) 2.- Glazing complies with ASTM E1300-09 I . I Manuel Perez Product Control Ex mine NOA No. 17- .05 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 thei�r� "Brown Coated (Painted or. Laminated) White Rigid PVC Exterior Extrusion 5, 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 the' 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 01/23/191 (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 Conductivity4.88_I BTU -in/ hr.-ftz-°F, ,ASTM F 1249 WVTR-Pass, ASTM D398� 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.-fta °F, ASTM F 1249,-WVTRPass, ASTM D 1434 Argon Permeance-Pass,i 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) Manuelrer4 P.E. Product Contr l Ex iner 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 tinder NOA No.13-0815.03) 11. PVC-A.AMA 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 51h Edition (2014) and FBC 611 f 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. I Manuel Per 2 P. . Product Control E am' er NOA No.17-0504.05 Expiration Date: January 23, 2019 Approval Date: December 14, 2017 E-4 SERIES FD-8555, IMPACT -RESISTANT, VINYL, REINFORCED, OUTSWING FRENCH DOOR & SIDELITE/TRANSOM (SLT/TR) 1)THIS PRODUCT IIAS BEEN DESIGNED &TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CADS, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHL). 2) SHUTTERS ARE NOr REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS 3) FOR MASONRY APPLICATIONS IN MUM6DADE COUNTY, USE ONLY Mw"ADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS (CAWS) OF NORMAL WEIGHT AND OF COMPRESSIVE STRENGTH OF MIN.t.9 KSI AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE 4) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1, THIS SHEET. ALLWOOD BUCKS LESS THAN 1-1R'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 14W THICKOR GREATER 1XAND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLYTRANSFER LOADS 70 THE STRUCTURE WOOD SUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER ORARCHITECT OF RECORD. 5) IF SILL IS TIGHTTO SUBSTRATE. GROUT LS NOT REQUIRED. IF USED. NONSHR1hK NONMETALLIC GROUTAT3A KSI MN. PER ASTM C7107, (DONE BY OTHERS). MAX 114-SHIM SPACE FOR GROUT WHICH MUSTFULLY SUPPORTTHE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TOSUBSTRATE IF SUBSTRATE IS WOOD, 304 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUTAND WOOD SUBSTRATE ORASAPPROVED BYTHE AUTHORITY HAVING JURISDICTION. COMPLYING WITH THE FBC. 6) ANCHOR EMBEDMENTTO 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 SEALANrIS USED ON ALLFOUR CORNERS OF THE FRAME. EXTERIOR INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALINGFLASHNGSTRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS 7) MAX 114-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 PERASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TEST PRESSURE. FRMS ANALYSISAND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO. 9) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WNDLOADS 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 eNCLUDINGADOPTED STANDARDS) FOR CORROSION RESISTANCE 10) ALL RIGID PVC AND RIGID CELLULAR PVC MANUFACTURED BY ENERGI FENESTRATION SOLUTIONS USA, M.0 R VISION EMRUSIONS, LTD. HAS BEEN TESTED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR PLASTICS. 11) STIES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FLORIDA BUILDING CODE 12) REFERENCES: TEST REPORTS: FTL-7339, 7371.8715. 5715 & W 17 NOAS: ELCO ULTRACON, CRETEFLEX a AGGREGATOR ANCHOR NOAS, ENERGI FENESTRATION SOLUTIONS USA INC.OR VISIONEXTRUSION LTD WHITE RIGID PVC NOA VE 1000 TAN 202 AND LIGHTER SHAMES (NON -WHITE) RIGID PVC NOAAND DESIGN PRESGURE RATING IMPACT RATING VARIES, RATED FOR LARGE& SMALL SEE SHEETS 4 &5 MISSILE IMPACT RESISTANCE Group 'Anchor Substrate Min. Edge 01&tance Min. Embedmenl l. A SIT Elm Ullman CMU. (ASTM C-90) 1• 1.114• Ihli n ited CMU, ASTM C-90) Uninvited 2-17 1.114• 0 Steel SMS (GS) 010 0 ate S.S. SMS 0101" S.S. ISMS P.T. Scuthem Pine (SG=0.55) 1Pl 1-w Alurnin°r°, 6063.7r' ' 5116, 0.063' Steel. A36• -5716' 0.063' Stud. AM Gr.3' 33' 5116' 0.06 IS Elm Utracon P.T. P.T. ScWIem Pin. (SG=0.55) 1/T 1-w3116' Grouted CMU, (ASTM C-90) 2-112• 2414' Concrete min. 285 ksi) r 1-w 114' Elm Macon Ungiculed CMU, (ASTM C-90) 2412' 1-114' ' f2 Steel SMS (GS) 12 410 S.S. SMS 0121" S.S. SMS P.T. Southern Pine (SG=0.55) 91161 1-w® AhinnInum, 6083-T5SIT• a 0.071. Steel, A36' 31W 0.071' Steel Stud, A653 Gr. 33' 318' 0.071' (14 Gall G 114• Elm Minima P.T. Sadhem Pine(SG=0.55) 1• 1318' Grouted CMU, (ASTM C90) - 2.112• 1 a14' Concrete min. 285 ksq 1' 1a16' 114' Eko 410 S.S. QeteFTex Concrete (min. 3.35 ksi) 1• ta14' Uninotded CMU,(ASTM C-90) 2-17T VIM 114• Elm I" S.S, AggreGator P.T. Southern Pine (SG=0.55) .1' 1a18' Concrete (mtn. 327 ksq 1.114" I 1a18• Urgrouted CMU, (ASTM C90) 4' 1-1W 1141Elm UOracon Concrete(min.2851,31) Fur tare' D 1W Elco410 S.S. CreteFlex Concrete (min. 3.35 M&q 2-V2' 1a14' TYPe Y Dcndp6on Whore U1ed: 1 I'vial Lord. IG 018' T-11H6'Air-118•ANN-.09T PVB-118•ANN) Door 2 1a110' LemL IG(VIO' T-SW Air -118'ANN-.09D'PVB-118-AM) Door 3 1a116' Laml. IG(1re' T-9116'Air- Sit WANN-.DDV SG-3116"ANN) SidelHeRmreom 4 1a116'LemI.IG(3116-T-Wr Air -3116-ANN-.090'SG-311S'ANN) Sldelite/Tiamom 5 tali&' Lams. SO(116' T-B116•Air -3118'ANN-.DOW PVB .3118- ANN) Sldelite?ransom 6 1o116- Laml. IG (aflV' T-112'Air-3116• ANN-.090' PVB .31181 ANN) SMelite/Tranwin 7 711 LemL(3I10'ANN-.080'PVS-Y16-ANTI) I Docrl6ldelilerOinwin BROWN COATED (PAINTED OR LAMINATED) WHITE RIGID PVC NON -ANW ANNEALED R'=TEMPERED 13) THE SSW SERIFS IS ALSO KNOWN AS THE W5 SERIES. 'PVB-=.e9C TROSIF000 PVB IMMRLAYER BY KURARAYAMERICA, INC. '30'- WV SENRTYGLAB® NTERLAYER BYKURARAY AMERICA, NC Me" Mi. Fr Min F. Sam SCeW 92 ks1 120k11 198 Sue/ 60 Mi SSW 410Sue4 go Mi 110 M1 ElcoA00r°0414@ 67 Mi 9B MI FJw Ub — 41D 53 EICo CrtIeRer0 155 M1 17TA Mi in Mi WIT MI B793T5Alumf— 18k01 22 Mi A33 S1 J 90M 1 Or. SIMSttd 33 rL F45Mi GUIDE TO SHEETS: SEE SHEET 3 FOR SPACER INFORMATION. GENERAL NOTES _... ....... 1 ELEVATIONS""_""-"'"---2 CODES ISTANDARDSUSED: GLAZING DETAILS­ ._.___-3 DESIGN PRESSURES.._...._..__... 4-5 :2017 FLORIDA BUILDING CODE (FBC), STH EDITION ANCHORS._.___...._._....�__.49 42014 FTARIDA BUILDING CODE (FEIC), 6TH EDITION INSTALLATON....__....�.—.. 7-9 'ASTM E1300-09 EXTRUSION PROFILES..........__. 10 :ASTM NDS2015 FOR WOOD CONSTRUCTION PARTS UST ... ...... _............... ....... 11-12 -ALUMINUM DESIGN MANUAL. ADM-2015 CORNER DETAILS_..._.....___... 11-AISISIDO.12 HARDWARE DETAILS-12 4AISC360-10 w No. 58705 3 MAX S IAB I � WIDTH I / % 1 MAX. SLAB HEIGHT TYP.:DOOR SLAB {� 3"4• I (MAX %. MAX HEIGHT (ALL LO COONFlGS.) LA DETA0. HEETC III-_ -►{I MAX 40' -.{I ODOQO (WIDE STILES AND MADE RAILS SHOWN ON SIDELITESI NOTES: i) SMGLE DOORS MAY BE LEFT OR RIGHT4iANDED. 2) MUL UCHS SHOWN ARE STANDARD I'FRENCH DOOR MULLIONS PERTHIS NOA. 3) MULLED CONFIGURATIONS NOT SHOWN MAYBE POSSIBLE USING OTHER MUUJONTYPES. SEE SEPARATE NOA 4) FRENCH DOOR MULLION IS LIMITED TO 98• IN VERTICAL APPLICATIONS AND 40- IN HORMONTAL APPLICATIONS. 5) NARROW OR WIDE STILES AND RAILS MAY BE NIXED WITHIN THE SAME SLTITR OR MULLED ASSEMBLY. S) ADDTDONAL CONFlGUMTIONS WMO THE t' FRENCH DOOR MULLION ARE POSSIBLE USE THE ABOVE DRAWINGS AS A REFERENCE I OR SUE LBATTATIONS, EXAMPLE CONFIGURATIONS 4D' III 40• �.{I -1-SIL rMULL -Z �4•-+i� 1'MULL ® )=X // IffAll // '.XIO OIXIO ' RAILS (NARROW STILESAND WIDE ES), RAILS SHOWN ON SIDELITES) 30.8 FP MAX 30.0 FP MAX --- 40'MAX ' SEE SOM RANGES FROM TABLE 6& 9. SHEETS SEE SIZE RANGESFROM TABLE889,SHEEf5 HORIZONTAL MULLION MAIL IAAX LENGTH d0 I� MAX. MAXNiAX 10 MAXp�AX I Typ. 1'RWLL DLO DLO I )Tr nr MAX MAX t-MULL % HEIGHT HT HEIGHT OR WIDTH ORWIDTH .11MAX. % VERTICAL MULLION LENGTH SINGLE O SINGLE O OIO (MAXIMUM OF 2 (WIDESTRESANDWIOE (NARROWSTIIES AND NARROW MULLED SIDELMES) RAILS SHOWN ON SIDEUTE81,j RAILS SHOWNON SIOEUTES) (yy�DESTREB AND NARROW 010 WITH O/X WITH RAMS SHOWN ON SIOELfTE§) HORIZONTAL HORIZONTAL MULLION MULLION IJLV �ESRLESAN) INARROWSTRES WIDE RAILS SHOWN ANDNARROW ON SIDEUTEB RAILS SHOWN ON TRANSOM) TRANSOM) C) NOCHANSES THIS SHEET �¢ JR-W/10)17 U w Na � � Y a O tN N OJ d O O UUo okka f21 3� t a OZ m fJq (n O a F a ® $ OO 75u5 % O OLL f F U Z hZ aS O Z W V o S O LL J N a N Z Li S LL oew mws t. a''--`CEN3 -M/ yQ' N�o.68705 PE I-M6'NOM. � GLASS STACK 1LAMINAKD 1311ENOM_�_� �LIF CLASS STACK 6116'IAMINA 1XII-NON. LASS STACK 7H6'IAMUATED� -G GLASS STACK �I { GLASS STACK SILICONE !WANNEALED GLASS ?ANNEALED GLASS 3116'ANNPALED GLASS 71/fEAIRSPACE -ow p1� SR'AIRSPACE .�.P1M W/EAIRSPACE ,o. SO STRUCTURAL POLYISOBUTYLENE 1/4'NOM. 1At'TEMPEREOGIASS 11E AN GLASS 11rAN EALED GLASS-, - • 311E GLASS 3116' TEMPERED GLASS i!8'TEMPEREDGLASS EALED WITH DESICCANT EM GLASS KODISPACE . O a 1111E EXTERIOR„ 1111E EXTERIOR ,• n1/G 45G TPS EXTERIOR 3 Q GLASS BYTE a 9 GLASS SfIE GLASS GTE - U4T. GLASS 37 w m w 42 ]1 38 39 w 4S 37 w w A . Q 41 41 41 GLASS TYPE 1 - GLASS TYPE 2 GLASS TYPE 3 SrRuC'URAL NDT-MELT Burn USED IN DOOR ONLY USED IN DOOR ONLY TYP. WOE FRAME GLAZING SILICONE � DETAIL, NARROW FRAME SIMILAR FOAM 311E NOM. 1-311E NOM ��1 GLASS STACK I 711E LAMINATED - 1.V7ENOML -{-� GLASS STACK 7NE LAMINATED I-WIVNOML GLASS STACK I 7nELAMMTED WITH DESICCANT EXr. GLASS OSUPER I GLASS STACK .III Fes-- I GLASS STACK _ I /� GLASS STACK SPACER 3/1EANNEALED GLASS 3'1EANNEM cn GLASS 311EANNEALEDG S N)Cr' 1?AIRSPACE .ow SG B'tE AIRSPACE mvpyB 12'AIRSPACE ,per 118'TEMPERED GLASS 311E GLASS 3/16- EALED GLASS 311E EALM GLASS INT. GLASS 31,E TEMPERED GLASS LA GLA SS, ASS' U 11/tE roR „ RIOR �1uLtE EXTERIOR EXTE1' j, 1v1E Q (1, GLASS SITE a 4 GLASS Q �t11 ASS BITE BITE V M 38 w I �� 4l 38 S9 w )`—fin TI 98 38 w �,J 42 I �J 1 uLl 4T at 41 41 GLASS TYPE 4 GLASS TYPE 5 GLASS TYPE 6 TYP. NARROW FRAAM GLAZING TYP. NARROW FRAME GLAZING TYP. WOE FRAME GLAZING DETAIL, WIDE FRAME SIMIAR. DETAIL,WIDE FRAME SIMILAR. DETAIL, NARROW FRAME SIMILAR Fes-- THE STACK 'PVB' - .090' TROSIFOLO PVB BY KURARAY AMERICA, INC. ` tGlossS A 'SG' = .090' SENTRYGLASO INTERLAYER BY KURARAY AMERICA, INC. 3l1G*ANNEALEDGLASS AIEDGLASS-U45SLBGE EXTERIOR p GLASS TYPE 7 USED IN DOOR, (SHOWN) 6 SIDELITERRANSOM REFERENCE TEST REPORTS FrL-8717, 8968 68970 � � Y p N L9 N tt p O ZLL UU' oa g Lu p LL Q O BUTYL&CCANT i$., O 1. r DESICCANT j F](r. GLASS DURASEALOAMO I� = a � OSPACER w o O, LL Z N Kr. GLASS Y ' iz C3 '. Nll 'am oFiS POLYISO: DESICCANT FILL AREA `• O Y LYNgr 224 BUTYLENE &1E NOM. *'N. N1.1.C.E..N.S EAL SILICONE SEAL (r "•H;i� p RMED `, srAROLLI OXL EDGE1"G EXT. GLASS alr SPACER =�0,� ., F . 4v ' INr.GLASS '''S�O7ALfS'NG`` A LYNNl�Y4LER PE SINGLE DOOR DOUBLE DOOR INSTALLATION INSTALLATION I{ u 1 � I� 4• MAX J—I•MA% e•bY'MAX r ffAIAX CENTERED BETWEEN I .. CENTERED B TWEJ?! HWGENOTE1i NOTE I! 12'0.C. MAX ® LOCI( CENTERED ' CENTERED it !, \ BETWEEN BETWEEN ,•\ HINGES HINGESI 10.1jr''; WMAX- 1Mm ANCHOR REQUIREMENTS EQUIREMETS ANCHOR REQUIREMENTS SAMEASHEAD SAME AS HEAD X TABLE 4: M (USING ASTRAGAL) TABLE 3: %61R lbm:0mipn Po®u4 �%dD.O PSF OINa Type 1 Nip.O PSF G&m TYPos257 SIDELITE-TO-SIDELITE SIDELITE-TO-DOOR MULLION INSTALLATION MULLION INSTALLATION POCMN - (010) (XIO OIX, XIX. OIXIO, XIOIX, OIXXIO, ETC) SEETABLE4. ----- SEE MULLION CLUSTER ^- SEE MULLION CLUSTER THIS SHEET. / +`DETAIL BELOW DETAIL BELOW FOR QUANTITY. / 1 SEE TABLE 1, SHEET] FOR I ATTACH DOORS AND SIOELTTESTOTHE TYPE \i MUWON AS PER - ' THE INSTRUCTION I/ OF THE INDIVIDUAL OOORORSIDELLTE i � 1 W MAX / TABLES: I IMUWON i i /, LENGTH IN � I 1 i -� vERncuMUWON DESIGN PRESSURE I VERTICAL I � APPLICATIONS SEE IINOTE7 j j N•70.0 PSF I 1 I I I I I SIDELITE SIDELfTE SWELITE 7,DOOR %%Dl A9T4p41 CIuaeTMcMnRe9ldna ® H44D 6 SUI DW WitDA (in) 48 60 72 76 � O q P B vFe 80 4 4 4 5 4 5 4 4 S6 4 5 4 0 4 8 5 4 TRANSOM -TO -DOOR (X/O) OR TRANSOM-TO-SIDELITE (0/0) MULLION ATTACHMENT& INSTALLATION ATTACH DOORS. SIDEUTE58 TRANSOMS TO THE 'WONAS PER—� / SAME AS HEAD MAX 6•11'MULLION MAX1.� 4'0.C. MIN., C I r--I—}4'0.C. MIN. r�Y1 �1Y1 �'I SEE TABLE S. --- ! r THIS SHEET, FORANCHOR ,11 SIDE- SIDE ! .QUANTITY. SEE LPE LrrE % TABLE 7, SHEET - - 1 FORTYPE SAMEASHEAD MAX .{ ff / I�YMUWON 1' O.C. M1N'-l--T-1y 4' I-1-4' O.0 MUL ' � I SEE TABLE 6, 1 --- 1 THIS SHEET. 1 SUJE• FOR ANCHOR .�� i QUANTITY. SEE Al LIiE TABLE 1. SHEET - - IF0RTYPE ___ Arc0«4fb@Jn4 bt4 Y4NW Wdlon La•tllmWbneMl • Door«StlRDeRr4reom WdN @0 1x Zd w �p WU4 40 N `m �Nn-A JI III 11 gg BB m i gg pS pip De« x 1 2 2 1 ] 2 1 WA WA WA 6LTfIR 1 2 1 x x / ] x 1 9 2 1 poor N'A 2 1 3 2 1 ] ] 2 WA WA WA FOR-OPogO' AND SIMILAR CONFIGURATIONS GOMAININGA DOUBLE DOOR Po(). USE ONLY HALF OF THE FRAME WIDTH OF THE DOUBLE DOOR WHEN USING THISTABLE. THE INSTRUCTION - / 7'MUWON INSTRUCTIONS: OF THE PRODUCT TRAH�SD)'J' _�lI !F 111 HORRONTAL 1)0O0R HINGE JAMBS 0FILLL HEIGHTS TO/LLWAYS BE ANCHORED WITH SIX ANCHORS,.SEETABLE I, SHEET 7,FOR (MULLION ALL APPROVED ANCHORS.FOUft OF THE SIXANCHOR3 MUST BE WSTALLEDTNROUGH THE HINGES,ONEAT EACH APPLICATIONS HINGE LOCATDUI(R-00MMENDED 910 FLATHEAD SMS OR 311V FLATHEAD ULTRACON FOR EACH HINGE ANCHOR} _ ! , AIWAYSREQUIRE 2)FOR AMULLED UNIT, DETERMINETHE DESIGN PRESSURE OF EACH COMPONEWIN THATCONFIGURATIDN. FOR TABLE 7: I OOOROR MAIL ! nMD (2)ANCHORS EXAMPLE. ON AN-AO'CONFIGURATION, THE DP FOR THE DOOR, THE MULLION AMID THE SIDELITE MUSTEACH BE (TYPE A43) AT EACH DETERMINED. THE LOWEST DP APPLIES TO THE ENTIRE ASSEMBLY. HOR=TTAL MULLION SIDELITE MULLION END. - DESIGNPRESSURE - -�a- .• ' NOTES: _ i) SINGLE DOOR MAY BE LEFT OR RIGHF4Wl0ED. �A]O.DPSP 2) MULLIONS SHOWNARE STANDARD 1' FRENCH DOOR MU WONS. 40'MAXMUWONLFNGTHINHORV-0NTALAPPLICATIONS, 3) MULLED CONFIGURATIONS NOT SHOWN MAY BE POSSIBLE USING OTHER MULLION TYPES. SEE SEPARATE N00. IYr__TI TRANSOMS WIDER THAN 40'W7LL REQUIRE ADDITIONAL THE LOWESTCOMPONENT DP IS TO BE THE OVERALL ASSEMBLY DP. STRUCTUREOR DADEU'PROVEDMUWONBETWEEN 4)FRENCHD0ORMUW0NISUMITEDT0WIN VERTICAL APPLICATIONS AMID 4D'WHOR20NTALAPPIICATIONS. TRANSOM AND DOORISIOELTTE 5) NARROW OR WIOE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SMELRERRANSOM OR MULLED ASSEMBLY. 6 FOR SUES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. � C)NO CHANGES THIS SHEET m JR-04l7N77 > Na N ZLL$ g UU d ats 4i 0 Z U) O LLO � of K 00 � w IUY.S s o m. Tp IZ Imoo Q W K a +rox Du. Z I(� U u J > .❑ '� LL •oua5 1fA\11111... /I", Lyi * : No. 58705 !:•�� 'I��SS�ONAOP, --* C`�: A.L. AIRIER. PE. PEP 5B7D] �y- .. p A Dip N i? A a~�o 3m ;R <in AmN o mp1 �yo z 33 �Zm m z a� 0 A _ p$ N O i ion pQ p2ppO0 qp�p Se, F m C § W -- m----------- �- fnsn ---- ------ m ------------------ - --------- G� z � Z °m N __________________ ______------ _____ $gip g p mo �,� H O N A � A' 11111111fI Hw�eron �p q B� �1```ad 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 z p luT.- -c$- -r'9 2 CVINYL FRENCH DOOR ANDSLT/TR 14 W/13 m %y'•. -�,I :yam` M '.,Cj��.. , •'� DESIGN PRESSURE 2 & J ROSOWSKI FD-5555 � NTS E 6 OF 12 6R MD-555.1 C --0 FI short Sltlo (In) �i � �i ,i Kxxi �i � �n g s g �u bi {.1 � A /��� O L o � O O a m Z. d ,y 3 N��� o 0 0�� g �i ��PJ000�13 .t" P i i o � o on m o i � �o� ♦ _ o�� i ♦ ♦ oL� � 03�� i i Z. L� Y L" ojjp� � c Z. -�i L o� ♦ ♦ a N m o o •� � o 0 0 0 0 ♦ �e i �j �• P i o m m M- mv, m. m ma I m m. .• ©©�©© �A©teA" m cmMOM. mill A© O�00000000C0000000©©o©r©o©©©©o©©0000 O�0000000000©o©o©o©©©©o©o©o©o©©0000 0 m000C0000©o©o©o©oo©o©o©o©o©o©00%oo Bano o© o©0000000©o©o©o©000000 Ra o©oo©0000 O�oo©o©o©00000000000000©0©0©0©©000C 0�©0©0©0©0©00000000©0©4©0©0©00©���� ��©o©o©o©0000000000©o©000©oCCGGCCCG �©000©000000000000©0©0©0©��������� Qum©o©0000000a000000©000©��������■��� ©odo©000000000000©0©���■■�������� mom E'i��©o©000C000000000GCG�GCCGCGGGGGGGG MEE C��©00000GGGG� GGCGGGGGGCCGGGGGGGGCG EMBEDMENT I T T — MAX. SHIM EDGE �UUU)) j DISTANCE 1 TYP.ANCHORTYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1. SHEET 1. 1ANCHORPERHINGE TO BE THROUGH 4 SUBSTRATE MIN.RIO FLATHEAD SMS, SEE TABLE 1. SHEET 1. u 2X WOOD BUCKSTRIP OR FRAMBIG, SEE NOTE 2, THIS SHEET TYRANCHORTYP EDGEDISTANCEP TABLE I. SHEET 1. INSTALLATION OPTION 1 INSTALLATION ANCHORS INTO 2X D. TYP.ANCHORTYPE EMBEDMENTAND EDGE EMBEDMEM 114- DISTANCE PER SUBSTRATE T^ SHIM 23 27 10 SEETABLEI,911EET1. 3 10� EDGE '� '116 DISTANCE .. 1 ANCHOR PER HINGETO BE THROUGH SUBSTRATE MIN. NI0 FLATHEAO SMS WRH ll WN.3 THREADS BEYOND INSTALLATION _ METAL SUBSTRATE. 52 OPTION 2 INSTALLATION T1 T ANC onDIRECTLY RNTOMASONRY. 4ERRIOR EXTERIOR 47 48 32 1'FRENCH DOOR MUWON iB TD V TO 25 1 ANCHOR PER HINGE TO BE THROUGH EXTERIOR DeraLO SUBSTRATE. MIN 311('1iATHEAD DETAILQI n DETAIL JQ ALSO SEE ABOVE ULTRACON. SEE TABLE 1, SHEET 1. V 1 u v EXTERIOR '—kl4 70 DETaLI . ALSO SEE BELOW c EMBENT TYR ANCHOREMBE DMENTAND AND EDGE DISTANCE PER ' EMBEDMENTAND SUBSTRATE. SEE TABLE I. SHEET I. INTERFERENCE WITH - Ji SUBSTRATE. SEE OPPOSINGAVOID ANCHOR BY CHODSINO THE CORRECT LENGTH OR ' STAGGERING LOCATIONS. ' INSTALLATION NOTES, 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 1, SHEET 1. FOLLOW EMBEDMENTAND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OFTHE DOOR, SO)ELTE OR TRANSOM 2) WOOD BUCKS DEPICTED ON THIS SHEET AS'1)P', ARE BUCKS WHOSE TOTAL THICKNESS 15 LESS THAN 1.11r. 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO MASONRY. WOOD BUCKS DEPICTED AS'CARE 1.1/r THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKSTO BE ENGINEERED BY OTHERSORAS APPROVED BYTHE AUTHORITY HAVING JURISDICTION 3) FOR ATTACHMENTTO METAL' THE STRUCTURAL MEMBER SHALL BE OFASIZE TO PROVIDE FULL SUPPORT TO THE FRAME OF THE DOOR SIDELTTE OR TRANSOM 4),F ) IFAPPLICABLE. LOWESTOESIGN PRESSURE FROM DOOR. SIDEUTE TRANSOM OR MULLION APPLIES TO THE WHOLE SYSTEM TYR ANCHORTYPE. EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE 1. SHEET 1. 2 ^�tl 0 O m b aw Y N 30 � Z [wLj 1. t fii IUD C7 mF. Ok 2E�m 1 W Z ' < rc � O r w_ 8 O h N 2 S N Z yy LL Ott TYRANCHORTYPE, - INSTALLATION EMBEDMENT AND EDGE OPTION 7M- 18 23 DISTANCE PER SUBSTRATE. INSTALLATION ANCHORS 23 10 SEETABLE 1, SHEET 1. DIRECTLY INTO METAL EDGE 1 ANCHOR PER HING DISTANCE THROUGH E E.WN. DSMS WITMM. #10MIN FLATHEAD SBE WITH MIN.3THREADS BE. 87 DOOR METALSUBSTRATE "SIBIEU' {� 71 5 WIOTII (DLO) I 7 23 PROOUOTREVOSFD moew m"�£b ia TYPMCHOR EMBEDMENT -Cl �m ALp TYPE, AND EDGE PE' 13m 19 —DISTANCEPER BY I aD1U SUBSTRATE, SEE TABLE 1. SHEET 1. Miatl ��zo 52 EXTERIOR (31--/ 31 72 PRIOR 48 C)NO CHANGES THIS SHEEP / JR-04Hd77 FRENCH DOOR DOOR MULLION 70 67 20 28 DETAILQ iB ULLION(SEAPPROVED MULLION(BEE SM E STEXC7 DETAICQ FRAMIN. OR STEEL STUD. N INSTALLATION OPTION 3 DOORFRAMEWIDTH o °'°° 3 'T NSTALLATIONANCHORSTHROUM TYP. ANCHORTYPE, EMBEOMENTAND EDGE TYP. ANCHORTYPE, EMBEDMENT col y BEDN 1X BUCKSTRIP INTO MASONRY. DISTANCE PER SUBSTRATE. SEE TABLE I, SHEET AND EDGE DISTANCE PER A o S O g 7. AVOID INTERFERENCE WITH OPPOSING SUBSTRATE, SFPTABLE 1, SHEET 1. O J 0: °�'" 18 23 ANCHOR BY CHOOSINGTHE CORRECT LEND"_ EMBEDMENT Ld m o EMBED TYP. MCHORTYPE, --� 1M- EMBEDMENT AND OR STAGGERING LOCATIONS. 1f6- W S MAX EDGE DISTANCE PER MAX _ C� qA' SHIM 23 , SUBSTRATE. SEE 23 10 SHIM 23 i-- ZW DISETGE ' TABLE 1, SLEET 1. EDGE G > N v + DISTANCE 16 Z 4 O 1 w o TYP. ANCHOR I 31 TYPE, 29 . 33 41 EMBEDMENT Q N N ANDEDGE = 2 Z DISTANCE Z ales PER < W ¢FQ SUBSLRATE, - o LL .J It SEE SHEET 1. •- - g y ¢ ki s Z LL 31 . EMERIOR 4 EXTENIOfl rv1IIa av+5 CONCRETEICMU I �I'Ty : •..• •� • 3 V REQUIREE HMENT +.. 1xWOw � PCOERCR�I n 32 v �NY LYNgI '• 6 I BUCKSTRIP. SIDEIITERRIWSOMFPANEWIDTH �` �E—MEW—OR SEENOTE2• 1s REQUIREMENT INSTALLATION •� LICENSE'•.. IvI THISSNEET. DETAILQF DETAIL G� DETaLC OPTION IN ON ANCHORS = *; No. 58705 *. DIRECTLY INTO MASONRY. INSTALLATION S: 1) USE ONLYSUBSTRATE-APPROPRIATEANGIORS LISTED ON TABLE 1, SHEET 1. FOLLOW EMBEDMENTAND EDGE DISTANCELMDS.AWYINSTALLATION OPTION SHOWN MAYBEUSED ON ANY BIDE OF THE DOOR. SIDELITEORTRANSOM 2) WOOD BUCKS DEPICTED ON THIS SHEET AS -IOC. ME BUCKS WHOSE TOTALLTHICKNESS IS LESS THAN 14W.1X WOOD BUCKS ARE OPTIONAL F UNIT CAN REINSTALLED DIRECTLY TO MASONRY. WOOD BUCKS DEPICTED AS-W ARE 1-7?THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS "PROVED BY THE AUTHOHIIY HAYUIGJURiSDICTIOR 3) FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE FRAME OF THE DOOR SIDEUTE OR TRANSOM. - 4) IF APPLLGABLE, LOWEST DESIGN PRESSURE FROM DOOR, SIDELITE, TRANSOM ORMULLION APPLIES TO THE WHOLE SYSTEM INSTALLATION OPTION 3 INSTALLATION OPTION 4 INSTALLATION ANCHORS THROUGH INSTALLATION ANCHORS THROUGH IX BUCKSTRIP INTO MASONRY. EDGE _ 1X BUCNSTRIP INTO 2X WOOD. . E DISTANCE 2X WOOD �--� BUDKSTRIP T . F OR FRAMING, ^ O Tt EALBFDMEM SEE NOTE2. I -, THIS SKEET ANCHORTYPF, DMEM ANDEDGE 1NCE PER SUBSTRATE, FABLE 1, SHEET 1. AVOID VERENMWTH )SING ANCHOR BY ]SING THE CORRECT ITI OR STAGGERING (TONS. INSTALLATION NOTES 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON EXTERIOR TABLE I, SHEET I. FOLLOW EMSEDMENTAND EDGE DISTANCE a LIMBS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON AM SIOE OF THE DOOR, SIDELITE OR TRANSOM. 2) WOOD BUCKS DEPICTED ON THIS SHEETAS-Ix;ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 14W.1x INSTALLATION WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED OPTION DIRC-CTLYTO MASONRY.WOOD BUCKS DEPICTED AS 'WARE INSTALLATIONANCHORS 1.112'THICK OR GREATER. INSTALLATION TOTHE SUBSTRATE INTO 2X WOOD. OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS (Z APPROVED BY THE AUTHORITY HAVING JURISDICTION. �J 3) FOR ATTACHMENT TO METAL THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORTTOTHE FULL LENGTH 1/4'MA%. SI FRAME OF THE DOOR, SIDELLTE OR TRANSOM. 4) IF APPLICABLE, LOWEST DESIGN PRESSURE FROM DOOR SUIELITE. TRANSOM OR MULLION APPLIES TO THE WHOLE ZXWOODBUCKSTRIP SYSTEM. OR FRAMING.SEE NOTE 2. THIS SHEET ,- EDGE DISTANCE : I [7- WOOD SUCKSTRIP, SEE NOTE 2. THIS SHEET. F`RODUCT ttE YL� plYi�wL'C TYP.ANCHOD 1 I TYP. ANCHOR TYPE. FlAeEOT.ffM TYPE. EMBEDMENTEMBEDMENTANDEDGE ANDEDGE „C)REVISED 22-JR-OV01 77 DISTANCE PER DISTANCEPER I SUBSTRATE, SEE SUBSTRATE, SEE TABLE 1, SHEET 1. 3TABLE 1, SHEET 1. B 3 > NK N DEraL� B DETAILQK JO oCC K O LL 8 9mELffE/ DOOR 14 15 TRANSOM n •�+• 6 J • ai+a WINDOW, FELINE VISIBLE LIGNT VISIBLE LIGHT HEIGHT o V) HEIGHT(DLO) HFJGM(DLO) Z v p IL o O m DOOR 41 0 33 FRAME ®�$ OO +a°.s HEIGHT �. ❑. F EXTERIOR ' 5 O Z' a w II DETAILQJ DETAILQL LL g INSTALLATION TYP. ANCHOR �. Z z 1 5 TYPE.EMBEOMEM I � OPTION 2 AND EDGE �a INSTALLATION DISTANCE PER ANCHORS DIRECTLY 29 SUBSTRATE. SEE I TYP.ANCHOR INTO MASONRY. TABLE I, SHEET I. E. EMBEDMENT _ : at: uCENgF'•.:(� ANDEDGE IIV MAX SHIM OR I SUBSTRATE, SEE 1 23 NONSINON-SNRWK. _ Ni SB705 TABLE I.SHEET I. GROUT -FULL LF t`t EMBEDMENT CONCRErEXo _ EMBEDMENT�S�OryALI�?`t ItEQUIREMENf -•• ..• '. EDGE DISTANCE T--=I EDGE DISTANCE Z 'j AlYNN 69LER P.E J SB705 i 4.685. b00' LOOP O1 FRAME HEADSJAMB #20000,RIgid CellularPVC 4.822' 3925 y I 07r ❑.18T .372' 7.760' od �q t97r 1 n � OFRAME SILL PANEL RAIL 6. STILE 920001. Rigid PVC O920002, Rigid Cellular PVC .08u• w O 1 3.51P —.4 Sea• �'— OHINGE STILE TOP 8 BOTTOM RAIL REINFORCEMENT 6 ' REINFORCEMENT #20013, 6083-T6 020014, 6063•T6 ,.35TR .Der INACTIVE E13 ASTRAGALCOVER . �0004, Rigid PVC . 1 1--- uer --� 1 A5T T075 4 SIDELTTE ADAPTER #20003. RI91d PVC 307P - ,9aT .374' tOP 3SBT Ae0 3918• 1.075 --1 1.075• LOOP OAST GRA AL O ASTRAGAL 10 DOOR MULLION #20016, fi063-TO #20017, 6063-T6 #20022, 6083(�(-T'6 .14P 7� J tASP .O6P -}� 1lS Jj ��— -I jr ' I :x8i•. 2B1'1.4 61P L a43• 37SII .773' OB2' 1 .O6P 07P —TT BEVELED. OGEE FRAMESCREW ADD -ON 1'MUWON ACTNE 1a BAD 15 BEAD 16 COVER 17 FINIFLANGE 18 CAP 19 ASTRAGAL COVER #20005, Rigid PVC #20006. Rigid PVC #20007, Rigid PVC #20008, Rigid PVC 0009, Rigid PVC #20011, Rigid PVC x.14S —►{ .278' 1 ow 3b7P 7975 7 PANEL STILE REINFORCEMENT #20015, 6063T8 22er --� 1 �P ,n,z• FL tom• 3• .�{ ��~ .asB• // �r`r T 2w T .oso-,—' —► ��SINGLE DOOR I THRESHOLD ANCHOR THRESHOLD �1 HINGE TRIM 7116'SOUARE ASTRAGAL COVER O COVER 23 PLATE 24 CAP i5 DRIP CAP 26 COVER 2% BEAD #20012. Rigid PVC #20057, 608&T5 #19031, 6003-T6 #20020, 6088-T6 k20021, 6003T5 .0023. Rigid PVC #20047, Rigid PVC ALL RIGID AND RIGID CELLULAR PVC BY VLSION DTRUSIONS, LTD. F,a l�orida .te. n 7 �os}? C) REVISED 0 32 - JR - 04M O117 5 � � as K a } ram. R N ala0 Y 2 o IS 0 Z�� Z ¢ LL O o ® g DO Haas Ii O = Z N F Z W . Z O oas N Z t j0 t .�4r5.J' j�• �Y %O,f` •., ATE Qf ' :' �•rr: A LYNN MLLLER, M TABLE 11: DOOR JAMS ALLRIGID PVC ANDRIGIDCELLULARPVCBY ENERGIFENESTRATION SOLUTIONS USA, INC OR VISION EXTRUSIONS, LTD. ANCHOR O.C. DIMENSIONS SHOWN AS MAXIMUM. DAYLITEDAYLITE OPENING [O )LO)SDESS WHEN USING PART01(WIDE RARS OR STRES) X : DOOR FRAME HEIGNT-121 DLO HEIGHT X DOOR Ff AME WI07H- I" a DLO WIDTH g&DOOR FRAME HEIGH iZI - DLO HEIGHT DOOR FRAME WIDTH 1-2ii.5-OLOWIDTH SLTTTR FRAME HEIGHT-1210 DLO HEIGHT SLTTTR FRAME WIDTH-12.1=OLD, WIDTH WHEN USING PART 04: (NARROW RAILS OR STILES) 8LTRA FRAME HEIGHT- 4.0=DLO HEIGHT SLTRR FRAME WIDTH -49- OLD, WIDTH ti�fr/ ❑ h slop N W � 2 n U LWj o 0 O Y F A O Z W N p � $ O a LL 0 Z W W Z O LL W b / Z K SIDELTTE/TRANSOM 34 NY LYN,y JAMS WMARROW _ ~_"Nss '•�� FRAME '•� 58705 SIDELnErrRANSOM SILL W/WIDE FRAME (HEAD SIMILAR) H ■,q�,s���2■!- e%�B!2to \ Z ;■°��E#`EIt�.!§ f�\E �|,� ■O ; M ,■! N7-|% " ■M �§|`; wl |§ M ■■|E E, )§R 7\ \))|\\f I #; § §�|�-®,■ k F ! |2| E§| © la22®2|• ;;§§|§[■ .k| ^|||2■! «m \ py �kF a ' moTECHNOLOGY DRIVE % , m_� e_5 c ¥� m / \`\ 2 n22 ; VINYL _� DOOR AND SLTm '•® «z ! DESIGN PRESSURE TABLES 3 141J ROS _* § we; a IFD-5 m 1!j _ 1!1 12 OF 12 # s , !c