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HomeMy WebLinkAboutProduct Approval (2) 10/8I2019 Florida Building Code Online BCIS Home Log]n i User Registration f Hot Topics j Submit Surcharge Stats&Facts j Publications 1 Contact Us BCIS Site Map j Links j sSearch j rtFioiida f product Approval `.. FUSER:Public User I Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL11479-R4 Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Regency Plus Incorporated Address/Phone/Email 2000 Locust Gap Highway Mount Carmel, PA 17851 (570)339-3374 tonyp@conservationwindows.com Authorized Signature Tony Procopio tonyp@conservationwindows.com Technical Representative Tony Procopio Address/Phone/Email 2000 Locust Gap Hwy Mount Carmel,PA 17851 (570)339-3374 tony@cwbyrpi.com Quality Assurance Representative Joe Korzeniecki Address/Phone/Email 2000 Locust Gap Hwy. Mount Carmel,PA 17851 (570)339-3374 joek@window-pros,info Category Windows Subcategory Mullions Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) Standard Year AAMA 450 2010 AAMA/WDMA/CSA 101/I.S.2/A440 2005 ASTM E1886 2005 ASTM E1996 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 i Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL11479 R4 Eauiv EERNo2522 RevO FL11479 Mullions ss.pdf httpl://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvBJygqZ9WuElMsgd27flidxkYuP4AEi4on3tDC4W RNzw%3d%3d 112 10/8/2019 Florida Building Code Online a Product Approval Method Method 1 Option A Date Submitted 01/06/2018 Date Validated 01/10/2018 Date Pending FBC Approval Date Approved 01/17/2018 Summary of Products FL# Model,Number or Name Description i 11479.1 ECH 5000 IMPACT MULLION TECH 5000 IMPACT MULLION Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL11479 R4 C CAC NI007051-R4.pff I Approved for use outside HVHZ:Yes RualiIX fiss ranee Contract Expiration Date Impact Resistant:Yes I12 31 2020 Design Pressure: +70/-70 Insta atlon Instructions Other: FL11479 R4 II RPLS0057 RevA SERIES-5000- MULLIONS ss.pdr Verified By: Robert J.Amoruso, P.E. FL PE No.49752 Created by Independent Third Party: Yes Evaluation Reports FL11479 R4 AE PERNo2522 RevO FL11479 Mullions ss.pdf Created by Independent Third Party:Yes I 11479.2 TECH 5000 T IMPACT MULLION TECH 5000 T IMPACT MULLION Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL11479 R4 C CAC NI007050-R3.pd Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/28/2021 Design Pressure: +70/-70 Installation Instructions Other: FL11479 R4 II RPLS0058 RevA SERIES-5000-T MULLIONS ss.pd Verified By: Robert J.Amoruso, P.E. FL PE No.49752 Created by Independent Third Party:Yes Evaluation Reports FL11479 R4 AE PERNo2522 RevO FL11479 Mullions ss.pdf Created by Independent Third Party: Yes i Pack Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013-State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ® 99 M Credlt C;�C��G -Safe ; httpI J/www.floridabuilding.org/pr/pr_app_dd.aspx?param=wGEVXQwtDgvSJyggZ9WuEIMsgd27flidxkYuP4AEi4on3tDC4WRNzw%3d%3d 212 i N®TICE -OF PRODUCT CtRTII{ICATIO.N. jl # CERTTFICATTON=NOs; NI007051'-R4 . o DATE: 03/2g/2007 `. ff i � �, �' CERTIFICATION`PROGRAMS"- Structural' COMPANY Regency:, 750-1 ; REVISTON DATE 02/02/2015: To venfg that the"Notice'of Product Cerfification":as valid„please visit vww.NA1\�Ilt✓ertif cafion:com to assure that tfie productts active and currently listed This.certtfication representsproduct conformity:to the;apphcat,le spectficatton ad that certtficahon crrterta has been tisfied;;A NAMI approved certification=abel.must be applied fo the product to elaiin certification status ,Please review artd advise NAIgVj f any corrections are required to this document;. COMPA1TY N-A 'AND ADDRESS- PRODUCT DESCRIPTION .Regelicy Plus,Inc S;erYes:"Tech 5000 hiapact At, fi on 2000,L6,68t Gap Highway xe&Lite Gombanation-Wandow 'Blount Carmel,Pry 17851 Configuration:n/n Glazing:IG Interior 3116"Annealed Glass/ taten6r-Larn6te5%32' Annealed Glass/Q090"'SGP/ 5/32,'"Annealed Glass- Frames' W=2720mm(1077)`, H=.1955mrn(7711), Lrte W 1345inm(53"} H 195,Smm(77)� SPECIFICATIQN• PRODUCT-RATING: AAN![A/C'4?JDMA/CSA-1.01/I S 2(A440=05 FW R70 2720 '1955 (10-7 77)` ASTM E1`8,$6-051M99C=04: Wxn Zone=,4_B�iissile eve TAS 201/202/203,.94._, Design Pressure Large Miss><le,Impact Rated Product Tesfed By: Nattonal Cei4tfied.Testtrig.Laboatones, Repoft;l�T'o;: MT -110 10616 '/110=1 616 1'0=1:0616-3 Expiration.Date .December 31.2020 -N _ Administrator'sSignature. - _ TION i L ACG A RI♦1DYT`r�7CION AND' NJ[Al�TAENCCNT INSTITUTE,;.ING' 4794_George Washington Memorial AWhway` Hayes,VA 23012 Telc(804):�G84=512'4, 4 (804)6�4=5122 Product Evaluation Report Rule 61G20-3 F.A.C. I Report No. 2522 I Project No. 417-0906 1 1/4/18 I Page 1 of 2 Product Manufacturer Product Name, Model and/or Description Regency Plus Incorporated Series Tech 5000 Impact Mullion 2000 Locust Gap Highway Series Tech 5000 T Impact Mullion Mount Carmel,PA 17851 Florida Product Approval No.: FL11479 Code: Current Edition of the Florida Building Code Compliance Method: Product Approval Rule 61G20-3.005(1)(a)—Certification Mark or Listing Product Name, Model and/or Designation; Test Report No.; and Installation Drawing No.: • Series Tech 5000 Impact Mullion o Test reports and associated laboratory drawings by National Certified Testing Laboratories,York, PA signed and sealed by Robert H.Zeiders, P.E. ■ NCTL-110-10616-1,AAMA/WDMA/CSA 101/I.S.2/A440-05 ■ NCTL-110-10616-2,TAS 201-94,TAS 202-94 AND TAS 203-94 ■ NCTL-110-10616-3,ASTM E1886-05&ASTM E1996-04 o PTC Product Design Group Drawing No. RPLS0057, Rev.A,dated 1/4/18,signed and sealed by Robert J. Amoruso, P.E., FL License Number 49752 • Series Tech 5000 Impact T Mullion o Test reports and associated laboratory drawings by National Certified Testing Laboratories,York, PA signed and sealed by Robert H.Zeiders, P.E. ® NCTL-110-10617-1,ASTM E1886-05&ASTM E1996-04 ■ NCTL-110-10617-2,AAMA 450-00 ■ NCTL-110-10617-3,TAS 201-94,TAS 202-94 AND TAS 203-94 o PTC Product Design Group Drawing No. RPLS0058, Rev.A,dated 1/4/18,signed and sealed by Robert J. . Amoruso, P.E., FL License Number 49752 Engineering Analysis Et Evaluation: • Anchorage engineering in accordance with the current edition of the Florida Building Code for Series Tech 5000 Impact Mullion and Tech 5000 Impact T Mullion signed and sealed by Robert J.Amoruso, P.E., FL License Number 49752. Performance Testing: • Performance Standards used in testing, NON-HVHZ locations: o AAMA 450-00 o AAMA/WDMA/CSA 101/I.S.2/A440-05 o ASTM E1886-05 o ASTM E1996-04 • Performance Standards used in testing, HVHZ and Non-HVHZ locations: o TAS 201-1994 o TAS 202-1994 o TAS 203-1994 Limitations Et Conditions of Use: • This product has been evaluated for use inside the High Velocity Hurricane Zone(HVHZ). • Refer to Product Installation Instructions noted above for: o Maximum allowable wind loads at related maximum allowable size(s). PTC Product Design Group, LLC I PO Box 520775 1 Longwood, FL 32752-0775 �L 321-690-1788 1 FBPE Certification of Authorization No. 25935 I • Product Evaluation Report Rule 61G20-3 F.A.C. I Report No. 2522 I Project No. 417-0906 11/4/18 I Page 2 of 2 o Overall dimensions and material/grade of main product components,accessories,etc. o Illustrated diagrams of the attachment of the product to substrate structure. o Anchor type(s),size(s),substrate(s),embedment,edge distance,and spacing/locations. • Site wind pressures shall be determined by a licensed professional engineer in accordance with the current edition of the Florida Building Code and/or ASCE 7-10 for components and cladding based on allowable stress design. o Site conditions not covered in this product evaluation document are subject to additional engineering analysis by a licensed professional engineer or registered architect as required by the authority having jurisdiction. • Adequacy of the existing structural substrates as a main wind force resisting system capable of withstanding and transferring applied product loads to the foundation is the responsibility of the licensed professional engineer or registered architect acting as the design professional of record for the project of installation. Certificate of Independence per Product Approval 6 . Rule 61G20-3.009 .••�'SNUEs Digitally signed Jp of �4-• �EIV%9 � PTC Product Design Group, LLC and Robert J.Amoruso, P.E. `�o�� �, by Robert J eeW, does not have,nor will acquire,any financial interest in the NO 49752 % ' Amoruso company"manufacturing or distributing product(s)covered ® * ;* a by this Product Evaluation Report. 'ate date �?}}���U STA OF . 4 PTC Product Design Group, LLC and Robert J.Amoruso, P.E. �•�e 'A,C;�Fi�O�`��o� 2018. otherdo 0109 entity involve he approval process or testing of'd n acquire ra ���PS`�o�DiUtA; 10:19:38 -05'00' the product(s)covered by this Product Evaluation Report. -1 Evaluated By: Robert J.Amoruso,P.E. FL P.E. License Number 49752 PTC Product Design Group, LLC I PO Box 520775 Longwood, FL 32752-0775 321-690-1788 1 FBPE Certification of Authorization No. 25935 m REGENCY PLUS, INC. --SE ES TECH 5000 IMPACT -MULLION SYSTEM INSTALLATION MULLION ANCHORAGE DETAILS NOTES: w N 1.THE PRODUCT SHOWN HAS BEEN TESTED,EVALUATED AND DESIGNED TO COMPLY WITH 53"MAX, d o REQUIREMENTS OF THE CURRENT EDITION OF THE FLORIDA BUILDING CODE INCLUDING FRAME WIDTH THE HIGH VELOCITY HURRICANE ZONE(HVHZ). DETAIL A 2.THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON THE FOLLOWING SIGNED m-.18- -i AND SEALED TEST REPORTS AND ASSOCIATED LABORATORY DRAWINGS BY NATIONAL CERTIFIED TESTING LABORATORIES,YORK,PA. 2.1. NCTL-110-10616-1,AAMAIWDMA/CSA101/I.S.2/A440 2.2. NCTL-110-10616-2,TAS 201,TAS 202 AND TAS 2032.3. NCTL-110-10616-3,ASTME1886&ASTME1996 w 3.WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY 6 1/2"MAX. . TRANSFER ALL LOADS TO STRUCTURE.FRAMING AND MASONRY OPENING IS THE zw o RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. > pr 4.INSTALLER/CONTRACTOR IS RESPONSIBLE FOR MAINTAINING STRUCTURAL INTEGRITY OF u n 0z WINDOW OPENING AND ALL WOOD FRAMING AROUND WINDOW. 77" z 0 E� a v a 5.RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY APPLICABLE _¢Ci LOCAL LAWS,BUILDING CODES,ORDINANCES OR OTHER SAFETY REQUIREMENTS REST MAX. J a 11 ¢W z SOLELY WITH THE ARCHITECT,ENGINEER OF RECORD,BUILDING OWNER OR UNIT �/ �/ }F w 20 CONTRACTOR.APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS HEIGHT C C z�¢o a m PRODUCT IN WIND BORNE DEBRIS REGIONS INCLUDING THE HIGH VELOCITY HURRICANE ul z 00 O 81 z ZONE. 8"MAX. O.C. it 6.DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY oo F> I s� TO THE MULLION.WINDOWS MUST BE APPROVED UNDER SEPARATE PRODUCT APPROVAL. 7.SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING. SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY REGENCY PLUS, to INC.AND MUST BE MADE OF VINYL PVC.FIXED WINDOW SHOWN;OTHER WINDOW TYPES APPROVED. a `s 8.DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE LESSER DESIGN �LL PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNIT. 9.TWIN CONFIGURATION SHOWN.UNITS MAY BE MULLED TOGETHER INDEFINITELY IF THE SINGLE UNIT WIDTH AND THE SINGLE UNIT HEIGHT ARE NOT EXCEEDED,AND MULLION IS INSTALLATION ANCHOR DETAIL B ANCHORED AS SHOWN IN THIS INSTALLATION DRAWING. 8 EACH (TYP.) 10. MULLION VERTICAL INSTALLATION SHOWN.MULLION MAYBE USED IN HORIZONTAL APPLICATIONS IF DIMENSIONS SHOWN ARE NOT EXCEEDED AND MULLION IS ANCHORED SERIES TECH 5000 IMPACT MULLION TO THIS INSTALLATION INSTRUCTION. SEE NOTES 7&10 FOR APPROVED CONFIGURATIONS EXTERIOR ELEVATION (SEE INSTALLATION NOTE 3 ON SHEET 2) Rob"rt J.Am'"o,P.E. Florida P.E.No.49752 PERFORMANCE RATING DESIGN TABLE OF CONTENTS MAXIMUM WINDOW MULLION ORIENTATION PRESSURE IMPACT RATING (SEE GENERAL NOTE 5) SHEET SHEET DESCRIPTION UNIT SIZE (PSF) 1 ELEVATION AND GENERAL NOTES 53"X 72" VERTICAL(SHOWN) +/-70 LARGE MISSILE IMPACT;HVHZ 2 CROSS SECTIONS,BOM AND INSTALLATION DETAILS 72"X 53" HORIZONTAL(NOTE 10) WIND ZONE 4,MISSILE LEVEL D;NON-HVHZ 3 COMPONENTS Q m PARTS LIST NO. PART NUMBER DESCRIPTION CONCRETE/MASONRY BY OTHERS SHEATHING BY o 1 _A118-02P078 4" ALUMINUM_MULLION . . . . _ (SEE NOTE 5) 2-1/4". OTHERMIN. S ° 2 A116-02MO78 MULLION CONNECTOR (CLIP) ° c c EDGE DISTANCE WOOD FRAMING 3 MULLION CAP -° BY OTHERS H -W `— �. 0' L - 5/8"MIN.EDGE 0 DISTANCE a v' #8 SMS SELF-TAPPING 3/TAPCON 1-112^MIN. #8 WOOD SCREW (SEE INSTALLATION NOTE 3 EMB. SCREW MIN. m EMB. 1 X BUCK ujw 1 2 BY OTHERS 2 �z �O Q� (OPTIONAL) 1 zo 0 0 � 1 3 ti=ro�� SECTION C-C a DETAIL A DETAIL A ai= Z m ~ FIXED WINDOW FRAME SHOWN ¢I_iZ Z WOOD FRAMING CONCRETEIMASONRY FRAMING a d¢— FOR REFERENCE(SEE GENERAL -J'{ a❑ g TOP CLIP INSTALLATION TOP CLIP INSTALLATION n.0NOTE 7 ON SHEET 1) Z o (SEE NOTE 2,SHEET 2) (SEE NOTE 1,SHEET 2) W Wc2u0z j I I� INSTALLATION NOTES: 1 0 -0 1 �' 1.FOR ANCHORING INTO CONCRETE OR MASONRY USE FOUR(4)3/16"ITW 2 2 �� q TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1-1/2"MINIMUM #8 WOOD n 451H EMBEDMENT INTO SUBSTRATE WITH 2-1/4"MINIMUM EDGE DISTANCE. SCREW 1-3/8"MIN. o � � LOCATE ANCHORS AS SHOWN IN ELEVATION DETAILS.USE CLIP'S DIAGONAL 3/1 6" ITWNd 1-112"MIN. EMB. 0 eggg` HOLES TO INSTALL TAPCONS. TAPCON EMB' g& 2.FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE EIGHT(8)#8 WOOD ° d, d' SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8"MINIMUM EMBEDMENT INTO SUBSTRATE.LOCATE ANCHORS AS SHOWN IN ELEVATION DETAILS. Q 3.FOR ATTACHING WINDOW UNITS TO MULLION USE MINIMUM#8 SMS ° a , WOOD SELF-TAPPING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM 2-EDMIN. 5/8"MIN.EDGE FRAMING BY DISTANCE HERS EMBEDMENT OF THREE THREADS PAST MULLION WALL.LOCATE SCREWS AS EDGE OT DISTANCE SHOWN IN ANCHOR ELEVATION ON SHEET 1 AS MINIMUM. CONCRETE/MASONRY BY OTHERS 3.1. SEE NOTE 4 FOR ADDITIONAL REQUIREMENTS. (SEE NOTE 5) SHEATHING BY mo Robert J.A u o,P.E. 4.FOR WINDOW UNITS ANCHORING SCHEDULE REFER TO WINDOW APPROVED OTHERS Flodda P.E.No.49752 INSTALLATION INSTRUCTIONS. DETAIL B DETAIL B 4"TTA . WOOD FRAMING CONCRETEIMASONRY FRAMING 0c5:r�Ccvy o94 4.1. IF WINDOW APPROVED INSTALLATION INSTRUCTIONS REQUIRE SCREWS TOP CLIP INSTALLATION TOP CLIP INSTALLATION 9 GREATER IN DIAMETER/SIZE THAN#8 OR ANCHOR SPACING SMALLER (SEE NOTE 2,SHEET 2) (SEE NOTE 1,SHEET 2) THAN THAT SHOWN IN SHEET 1 ELEVATION,APPROVED INSTALLATION Apo.. STA E:nv 'W INSTRUCTIONS SHALL GOVERN OVER NOTE 3 REQUIREMENTS. "S.... ` 5,FOR VERTICAL MULLION INSTALLATIONS,HEAD AND SILL SUBSTRATES WILL 7 44 GENERALLY BE CONCRETE HEADER OR FOOTERS/PRE-CAST SILLS,ETC.FOR Digitally�slgrled by HORIZONTAL MULLION INSTALLATIONS,JAMB SUBSTRATES CAN BE EITHER a "' Robert�FJ..Amoruso��:,;,,..-.,. CONCRETE OR MASONRY(CMU). Date'2018.01.09 M1 Oii :02-05'00' _sw 7 m O 4 � O O d U � o W � O H 6" � � o 1/2" — 1 1/4" a _ 0 1" o m 1 3/4" w g z a LLo 0 1/4" THRU 1 CSK 03/8"X82' z a v a 2 3/4" 4 F a d z m Z aw CL F zp o 2 3/4" 1/2" — 1 1/8" _ z::) o m 1/8" apcaiv�O MULLION CLIP Imc2u 3 I dnVINYL PVC 0.065 THICK I%� o 3/4" 2" E2 w O1 4" MULLION 1�= ALUMINUM 6063-T6 1/s" �— ® MULLION CONNECTOR (CLIP) ALUMINUM 6063-T6 Robert J.A..nu P.E. Florlda P.E.Na,49752 N N CB762 1 ' E 0 Digitally'signed by RobertJ.Amo"ruso=`:,.w Date.'P 018.01.09 " 1`:18:17-05'00' 10/8/2019 Florida Building Code Online - 31t i rZ BCIS Home f Log In I User Registration E Hot Topics j Submit Surcharge Stats&Facts I Publications Contact Us .I BCIS Site Map Links 'Search Honda,: 9 fsProduct Approval -U I SER:Public User li 111 Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL14752-R7 Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission it necessary. Comments Archived Product Manufacturer Nan Ya Plastics Corporation USA Address/Phone/Email 8989 North Loop East Houston,TX 77029 (713)674-7822 Ext105 ajen96@yahoo.com.tw Authorized Signature RUSKIN WU ajen96@yahoo.com.tw Technical Representative Ruskin Wu Address/Phone/Email 8989 North Loop East Houston,TX 77029-1217 (713)674-7822 Ext105 ajen96@yahoo.com.tw Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) Standard Year AAMA/NWWDA 101/I.S.2 1997 AAMA/WDMA 101/I.S.2/NAFS 2002 AAMA/WDMA/CSA 101/I.S.2/A440 2008 AAMA/WDMA/CSA 101/I.S.2/A440 2005 ASTM E1886 2005 ASTM E1886 2002 ASTM E1996 2005 ASTM E1996 2006 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards hftplJlwww.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqueufsxW4GVzXDOVAJseDLsatc9lHayobaV67W7AxQpSw%3d%3d 1/6 10/8/2019 Florida Building Code Online Certified By Florida Licensed Professional Engineer or Architect FL14752 R7 Equiv FL14752.14 and .15-EQ_pdf Product Approval Method Method 1 Option A Date Submitted 01/12/2018 Date Validated 01/16/2018 Date Pending FBC Approval Date Approved 01/22/2018 Date Revised 09/24/2019 Summary of Products Go to Page ^_( Page 1/2'0-0 (FL# Model, Number or Name Description 14752.1 12080 SLPS Outswing Patio Door 12080 SLPS Outswing Patio Door-Impact Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14752 R7 C CAC NI011029.01-R2.pdf i Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/31/2020 Design Pressure: +50/-50 Installation Instructions Other: FL14752 R7 II 08-0213 BB,pdf Verified By: Luis Roberto Lomas 62514 i Created by Independent Third Party:Yes Evaluation Reports i FL14752 R7 AE 512849B.pdf Created by Independent Third Party: Yes 14752.2 FIBERGLASS SKIN GLAZED DOUBLE FIBERGLASS SKIN GLAZED DOUBLE ENTRY DOOR W/&W/O ENTRY DOOR W/&W/O SIDELITES SIDELITES-8'0 DISTINCTION IS IMPACT Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14752 R7 C CAC 1\1I010022-R2.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure: N/A Installation Instructions Other: REFER TO INSTALLATION INSTRUCTIONS FOR DESIGN FL14752 R7 II 08-00977C.pdf PRESSURE RATINGS. GLASS INTERLAYER COMPLIES WITH THE Verified By: Luis R. Lomas 62514 REQUIREMENTS OF THE FLORIDA BUILDING CODE Created by Independent Third Party: Yes ACCORDING TO MIAMI-DADE FOR EASTMAN INTERLAYERS Evaluation Reports FL14752_R7_AE_511538B.pdf Created by Independent Third Party:Yes 14752.3 FIBERGLASS SKIN OPAQUE DOUBLE FIBERGLASS SKIN OPAQUE DOUBLE ENTRY DOOR W/&W/O ENTRY DOOR W/&W/O SIDELITES SIDELITES-8-0 DISTINCTION IS IMPACT j Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14752 R7 C CAC 1\1I010022-112.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure: N/A Installation Instructions Other: REFER TO INSTALLATION INSTRUCTIONS FOR DESIGN FL14752 R7 II 08-00978C.pdf PRESSURE RATINGS. GLASS INTERLAYER COMPLIES WITH THE Verified By: Luis R Lomas 62514 REQUIREMENTS OF THE FLORIDA BUILDING CODE Created by Independent Third Party:Yes ACCORDING TO MIAMI-DADE FOR EASTMAN INTERLAYERS Evaluation Reports FL14752 R7 AE 511539C.pdf i Created by Independent Third Party: Yes I 14752.4 IN-SWING ENTRANCE DOOR IN-SWING ENTRANCE DOOR WITH SIDELITES-SLPS Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14752 R7 C CAC NI011075.02-R2.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2020 Design Pressure: +50/-50 Installation Instructions Other: FL14752 R7 II 08-01887B.pdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL14752 R7 AE 512579C.pdf Created by Independent Third Party:Yes 114752.5 IN-SWING ENTRANCE DOOR IN-SWING ENTRANCE DOOR WITH AND WITHOUT SIDELITES- https://Iwww.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDqueufsxW4GVzXDOVAJseDLsatc9lHayobaV67W7AxQpSw%3d%3d 2/6 10/8/2019 Florida Building Code Online SLPS NON-IMPACT, FIBERGLASS CLAD i Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14752 R7 C CAC NI011058.01-R2-1.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/30/2021 Design Pressure: +60/-60 Installation Instructions Other: UNITS GLAZED WITH SAFETY GLASS PER ASTM FL14752 R7 II 08-01889B.pdf i E1300-04. Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL14752 R7 AE 512581C,odf 1 Created by Independent Third Party: Yes 14752.6 In-swing Entrance Door with Sidelites IN-SWING ENTRANCE DOOR W/SIDELITES FIBERGLASS IMPACT GLAZED SIDE HINGED DOOR(NEUMA IMPACT) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14752 R7 C CAC NI011075-R1,pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2020 Design Pressure: +50/-50 Installation Instructions Other: FL14752 R7 II 08-01549B.pq Verified By: Luis R. Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL14752 R7 AE 512195C.pdf Created by Independent Third Party:Yes i 14752.7 Inng Fiberglass Clad Entrance IN-SWING ENTRANCE DOOR W/SIDELITES FIBERGLASS IS Door w/and w/o Sidelites GLAZED SIDE HINGED DOOR(NEUMA NON-IMPACT) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14752 R7 C CAC NI011057-R1.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/31/2020 Design Pressure: N/A Installation Instructions Other:REFER TO APPROVAL DOCUMENT FOR DESIGN FL14752 R7 II 08-01530B.pdf PRESSURES. UNITS GLAZED WITH SAFETY GLASS PER ASTM Verified By: Luis R. Lomas, P.E. 62514 E1300-04. Created by Independent Third Party: Yes Evaluation Reports FL14752 R7 AE 512171C.pdf Created by Independent Third Party: Yes 14752.8 OUT-SWING ENTRANCE DOOR OUT-SWING ENTRANCE DOOR WITH AND WITHOUT SIDELITES -SLPS, FIBERGLASS CLAD Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14752 R7 C CAC NI010690.02-R1.pdf Approved for use outside HVHZ:Yes FL14752 R7 C CAC 1\1I011031.01-112-1.pdf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure: +70/-70 03/31/2020 Other: Installation Instructions FL14752 R7 II 08-01888B.pdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party:Yes Evaluation Reports FL14752 R7 AE 512580C,pdf Created by Independent Third Party: Yes 14752.9 OUT-SWING ENTRANCE DOOR OUT-SWING ENTRANCE DOOR WITH AND WITHOUT SIDELITES SLPS NON-IMPACT, FIBERGLASS CLAD Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14752 R7 C CAC NI011031.01-R2-1&f Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 03/31/2020 Design Pressure: +70/-70 Installation Instructions I Other: UNITS GLAZED WITH SAFETY GLASS PER ASTM FL147S2 R7 II 08-01891B.pdf E1300-04. Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party:Yes I Evaluation Reports FL14752 R7 AE 512583C,pdf Created by Independent Third Party:Yes 14752.10 Out-Swing Entrance Door with and OUT-SWING ENTRANCE DOOR W/SIDELITES,FIBERGLASS without Sidelites GLAZED SIDE HINGE DOOR(NEUMA NON-IMPACT OS 12'0 X 6-11 GLAZED,4 PANEL) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14752 R7 C CAC NI011074-R1.12d Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/30/2020 Design Pressure: +70/-70 Installation Instructions FL14752 R7 II 08-01550B.pdf hftpi://www.fioridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqueufsxW4GVzXDOVAJseDLsatc9iHayobaV67W7AxQpSw%3d%3d 3/6 10/8/2019 Florida Building Code Online ( Other: UNITS GLAZED WITH SAFETY GLASS PER ASTM Verified By: Luis R. Lomas, P.E. 62514 !E1300-04, i Created by Independent Third Party:Yes i Evaluation Reports f FL14752 R7 AE 512196C.pdf Created by Independent Third Party:Yes 4 14752.11 OUT-SWING ENTRANCE DOOR WITH 'OUT-SWING ENTRANCE DOOR W/SIDELITES, FIBERGLASS SIDELITES DOUBLE DOOR W/SIDELITES(NEUMA NON-IMPACT OS ! 12'0"x6'11",GLAZED,4 PANEL) Limits of Use ;Certification Agency Certificate Approved.for use in HVHZ: No ! FL14752 R7 C CAC NI011031-Rl.pdf Approved for use outside HVHZ:Yes I Quality Assurance Contract Expiration Date Impact Resistant: No 03/31/2020 Design Pressure: +70/-70 Installation Instructions ! Other: UNITS GLAZED WITH SAFETY GLASS PER ASTM FL14752 R7 II 08-01532C .pl f E1300-04. Verified By: Luis R. Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports i FL14752 R7 AE 512173D.pdf Created by Independent Third Party: Yes I 14752.12 OUT-SWING PATIO DOOR I OUT-SWING PATIO DOOR W/SIDELITES, FIBERGLASS GLAZED W/SIDELITES i SIDE-HINGED DOORS(NEUMA NON-IMPACT OS 12'0 X WO j GLAZED,4 PANEL) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14752 R7 C CAC NI011076.01-Rl.pdf j Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/30/2020 Design Pressure: +70/-70 Installation Instructions Other: UNITS GLAZED WITH SAFETY GLASS PER ASTM FL14752 R7 II 08-01551B.pdf E1300-04. Verified By: Luis R. Lomas, P.E. 62514 { Created by Independent Third Party:Yes Evaluation Reports t ! FL14752 R7 AE 512197C.pdf + Created by Independent Third Party: Yes 14752.13 utswing Entrance Door w/&w/out I Outswing Entrance Door w/&w/out Sidelites-Fiberglass idelites double door w/sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: No I FL14752 R7 C CAC NI011687-114.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date i Impact Resistant:Yes 01/31/2020 Design Pressure: +50/-50 Installation Instructions Other: FL14752 R7 II 08-02313B ,pddf, Verified By: Luis Roberto Lomas 62514 ! Created by Independent Third Party:Yes ! Evaluation Reports FL14752 R7 AE 513070B.pdf ! Created by Independent Third Party: Yes 14752.14 Series"9'0"x,8'0"Fiberglass I/5 SERIES 9'0"X 8'0" FIBERGLASS I/S GLAZED DOUBLE DOOR Glazed Double Door" !(NEUMA IMPACT INSWING-9'0"X 8'0" , GLAZED,3 PANEL, ( DP50) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14752 R7 C CAC NI006487.01-R8.pdf Approved for use outside HVHZ:Yes FL14752 R7 C CAC NI006487-R6.pdf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure: N/A 02/28/2022 Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Installation Instructions 1PRESSURES, FL14752 R7 II 08-01165B.pdf Verified By: Luis R. Lomas, P.E. 62514 Created by Independent Third Party:Yes Evaluation Reports i ! FL14752 R7 AE 511736C,pdf Created by Independent Third Party: Yes 14752.15 Series"9'0"x 8'0"Fiberglass O/S SERIES 9'0"X 8'0"FIBERGLASS OUT-SWING GLAZED DOUBLE Glazed Double Door" DOOR(NEUMA IMPACT OUTSWING-9'0"X 8'0"GLAZED, 3 PANEL DP50) Limits of Use I Certification Agency Certificate I Approved for use in HVHZ: No ! FL14752 R7 C CAC NI006486.01-R5.pdf Approved for use outside HVHZ:Yes FL14752 R7 C CAC 1\11006486-RS.pdf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure: +50/-50 02/28/2022 Other: i Installation Instructions FL14752 R7 II 08-01166C.pdf Verified By: Luis R. Lomas, P.E. 62514 Created by Independent Third Party:Yes Evaluation Reports i https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqueufsxW4GVzXDOVAJseDLsatc9lHayobaV67W7AxQpSw%3d%3d 416 f 10/8/2019 Florida Building Code Online FL14752 R7 AE 511737D.pdf i Created by Independent Third Party:Yes i 14752.16 Series"Distinction Door"I/S SERIES DISTINCTION DOOR IN-SWING FIBERGLASS CLAD Fiberglass Clad Entry Door ENTRY DOOR(NEUMA NON-IMPACT INSWING-12'0"X 810", GLAZED,4 PANEL) i Limits of Use Certification Agency Certificate Approvedforusein HVHZ: No FL14752 R7 C CAC NI006629.01-R4.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 06/30/2022 Design Pressure: +30/-30 Installation Instructions Other: UNITS GLAZED WITH SAFETY GLASS PER ASTM FL14752 R7 II 08-00768C .pdf E1300-04. Verified By: Luis R. Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL14752 R7 AE 511303C.pdf Created by Independent Third Party: Yes 14752.17 Series"Distinction Door"O/S SERIES DISTINCTION DOOR OUT-SWING FIBERGLASS CLAD Fiberglass Clad Entry Door ENTRY DOOR(NEUMA NON-IMPACT OUTSWING- 12'0"X 8'0", GLAZED,4 PANEL) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14752 R7 C CAC NI006629-R4.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 06/30/2022 Design Pressure: +70/-70 Installation Instructions Other: UNITS GLAZED WITH SAFETY GLASS PER ASTM FL14752 R7 II 08-00769D .pdf E1300-04, Verified By: Luis R. Lomas, RE. 62514 Created by Independent Third Party:Yes Evaluation Reports FL14752 R7 AE 511304D pdf Created by Independent Third Party:Yes 14752.18 Series"Nan Ya"8'I/S Hinged 3/4 SERIES NAN YA 8'IN-SWING HINGED 3/4 LITE FIBERGLASS Lite Fiberglass Patio Door PATIO DOOR(NEUMA IMPACT INSWING-9'0"X 8'0", 3/4 GLAZED, 3 PANEL) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14752 R7 C CAC 1\1I009842-114.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2025 Design Pressure: N/A Installation Instructions Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL14752 R7 II 08-00766D.pdf PRESSURES. Verified By: Luis R. Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL14752 R7 AE 511301D.pdf Created by Independent Third Party: Yes 14752.19 Series"Nan Ya"8'O/S Hinged 3/4 SERIES NAN YA 8'OUT-SWING HINGED 3/4 LITE FIBERGLASS Lite Fiberglass Patio Door PATIO DOOR(NEUMA NON-IMPACT OUTSWING-9'0"X ST", 3/4 GLAZED, 3 PANEL DP50) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14752 R7 C CAC NI009842.Ol.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/31/2021 Design Pressure: +50/-50 Installation Instructions Other: UNITS GLAZED WITH SAFETY GLASS PER ASTM FL14752 R7 II 08-00767E.pdf E1300-04. Verified By: Luis R. Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL14752 R7 AE 511302D.pdf Created by Independent Third Party:Yes 14752.20 Series"Neuma Classic"I/S&O/S NEUMA CLASSIC INSWING/OUTSWING CENTER HINGED- 6'0" Center Hinged Patio Door X 6'11",GLAZED,2 PANEL Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14752 R7 C CAC NI09950,02.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 06/30/2025 Design Pressure: N/A Installation Instructions Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL14752 R7 II 08-00872C.pdf PRESSURES. UNITS GLAZED WITH SAFETY GLASS PER ASTM Verified By: Luis Roberto Lomas, RE 62514 E1300-04. Created by Independent Third Party:Yes Evaluation Reports FL14752 R7 AE 511419E.pdf a Created by Independent Third Party: Yes Go to Page 0 0 Page l/20 0 https:I www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqueufsxW4GVzXDOVAJseDLsatc9l HayobaV67W7AxQpSw%3d%3d 516 10/8/2019 Florida Building Code Online Back tdoxt I Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy atatement::Accessibility,Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: Crecilt Card "r https:/,/www.floridabuifding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqueufsxW4GVzXDOVAJseDLsatc9l HayobaV67W7AxQpSw%3d%3d 6/6 } NOTICE OF PRODUCT CERTIFICATION CERTIFICATION NO: N1611687-R4 '^ DATE: 10/22/2.013' CERTIFICATION PROGRAM.t Structural COMPANY-'., Nan Va:Plasties; CODE.; 4611 REVISION DATE.:' 11/15/2015 T9.YOn tliat the"Notice of Product Cert fi_cahon":is valid,please visit wwwNAMlCertification.com.to;assure that; the product is active and currently listed This cent ficatlon represents prq, t conformity#o the apphcalile specification and that cert fcatio_nicriteria`has"been satlsfie is Please review and advise N.-AM.;f any correctlons.are: required'tdlhis document.: - C:OlY APA 1VAl AND ADDRESS- PRODUCT DISCRIPTI'O Nan Ya Plasties C00,6iration V.S.A.. "Out Swing Entrai ee Door-w/S dehtes"' S989 North Loop East: Fiberglass Out-Swing HoustonY TX 77029. Side_Hinged Do®r w/SideLtes. Configuration OXXO Glazing IG f/8"'Tempere,,d Glass%Lam nate�l/8" Annealed Glass/0 090"p:uPont 13 cite PUBlUB" Annealed'Glass: Frame: W.3632mm(143"): H=2096mm(82,5") Panel:: W=87$mm(34.50")' ,H-2040mm(80.31 I DLO!' W-635inm257); H=160.0iim(63")< SPECIFICATION` PRODTICT:RATING . 1VIA/CSA 101/I S 21A440:-08 Class R=PG50 3632 g 2096 (143', `83.)-SHD' AST-Ni E18$6-OS/1996-05 Design Prey"sure,2400Pa,(5®_psf); AAIVIA 50b=08 Wind<Zone 4Mis91le.LeVeLD Water Eenetiation.;Resistaiice Test Pressure:,503,P.a(10 5 pst) Qualifies ppriAgurations: O(XLOXlXOZOXOpw XX=O/OXXO Product Tested By,: Fe.nestrador Testing Laboratories Report No: FTL 6157/FTL-6'91 Expiration. ater January 31,. 2020' Administrator'`s Signatute000— NATIONAL.ACCREDITATION AND MANAGEMENT INSTITUTE,INC. 4794 George-Washington Memorial.Highway Hayes,VA 23072 Tell (804):684 5124;. Fad: (804)684=5122 r - f i L Robed Lomas P.E ngineering Evaluatior>I Roott Dann�ille,VA 24541 7QB . 434 b88=0609: a. xltomm@lrlori ripe om Ii�anufacturer.. IN Ya$lashes Corp;USA, 8989 North Loop East Iouston,' 7702'9 Proiiuct Lme Out=Swing Ehtrarice Door ith.and without Sidelifes, -berglass.06d ,:Compliance:,, Od The above me0- produc,' d has been evaluate for.cornpliance with thetregwrem`ente ofthe Florida Department of Business an f d.Proess ional Regu(atlbnifor statewide Acceptance perRule?61G24-3Q05 mefhod 1(a)_The;product listed; herein complies witti,requirements ofthe:Florida Building Code. Supp'orfmg Technical Documentafton 1 Approval tlocument,;drawing;numbee 08 02313 Recision,B-:'prepared signed and sealed;by Luis Roberto :Lomas P'E. 2 Report ealetlb ;Marl , BrisnNo FTL 6757signedantl s Fenestration Testing Laboratory Medley, FL iANS!fAAMA/NUf/1NDl 1Ql`h S 24440-08.. Design pressure: '1,7 Opsf Water'penetration,resistance, 10 5psf -3. ,Report No :FTL 6492 signed by Mr Mandy;$anctaez.. Fenestration;Testing Laboratory„Metlleyt FL AAMA 50G ASTME1886=05/E1996-05 Large ;fm:Mssilepact;Lvele D,UUind 26ne�4 ASTM_E1886=05/E1:996 05 Gy@6 Load Test t70 rOpsf design pressure 4. Ancho acalculations, tepart number 513 nd se 07Q>1;prepared,signed aaled=by Luis'-Robert'oi,Lomas P.E. ;44mifaf►ons and Condifronsofvseal •: Maximum design pressure; ±50 Opsf �' MaximuFn"unit size: 143"x 82 T/2" Unitsimust be glazed per ASTM E1, 00 A4;,refer to:approval document for glass details: s This product is not rated to be used rx the HUHZ This;product s impact resistant and:daes riot require;impacf.protecf on n_-V!hd bowie debris regions. . Frame material to;tie CQ-Extruded PUC Foam.: : : In$fallatron Un'ifs must,be installed'in accordance with approval document, 08-02313 T:Revision B. Gertr�cafion,dhh'deA hdence Please,note#hat 1 don t Have nor=vinll acquire a fnancprinnteresf in any company manufactunng.or distn6ufing.the product(s).for,whichahis•report is being issued Also,l don't have�norwill"acq,uueoa -_ fn Adal interest in any other entity m glued in the,approyal process of the listed products) ���off ' . L dp�f�s TATE �E NAIL- i1j; ;1111;'x 1 of.7 L.ws R:Lonia`s,P E. FL No,.,62514 051-14/2015' r - REV!$fON$ ... .. - - .. REV, OESCRIPTfON DATE'. APPROVED.' . —. _,.,:;:_,...,_ ._.., _ - _ _ .. A::i-AD DISTANC - .1T�05I.1:'a RL . .. -. ..,. DED�EDGE ES REVISED-SIDELITE INSTALLATIDN.DETAILS" 05/14/.15 ,R.L, NOTES:: 16, FOR;.ANCHOR.ING INTO•MASONRY:CONCRETE.USE.3J'6" TAPCONS WITH-:;SUFFICIENT L NGTH 1:: THE PRODUCT SHCW,N FEREIN'I5 DESIGNED•AND ipiANUFAOTUREQ TO COMPLY WITH f' REQUIREMENT OF THE FLORIDA'BUILDING CODE', 70.ACHfEVE'A..1 1 4"',MINIMUM:EMBEDMENT INTO-SUBSTRATE.WITH 2;1 2" MINIMUM EDGE I / 2, WOCD FRAMING AND;MASONRY'OFENING''TO BE tlESIGNED.;AND 4NCHORED TO PROPERLY DISTANCE. LOCATE ANCHORS,AS SHOWN IN ELEVATIONS AND.:INSTALLATION DETAILS, . TRANSFER.ALL LOADS TQ-.STRUCTURE.; FRAMING:AND MASONRY'OPDNING•15"THE: k" 0 SIBILITY.QF' THE ARCHITECT OR. N R 18. INSTALLATION.;ANCHDRS'SHALL•BE INSTALLED IN ACCORDANCE.WITH ANCHOR RESP N E E E GINEE OF RECORD 3 :1X BUCK :OVER.MASONRY CONCRETE IS,.OPTIONAL.; MANUFACTURER'S fNSTALLATION;INSTRUGT1pNS'AND:ANCHORS' SHALL NOT BE USED IN / SU6STRATES WITH"STRENGTHS LESS THAN``STFIE,,MWIMUM STRENGTH SPECIFIED BELOW >>: 4: WHERE 3H1N1;•OR.BUCK THICKNESS lS LESS THAN' 1, 1/2"`WINDOW UNITS'•:MUST BE '` ... - A 'WOOD MINIMUM SPECIFIC GRAVIT/,OF G 0 42'. zc " ANCHORED-THROUGH.THE,FRAME IN ACCORD41J10E WITH MANUFACTURER'S PUBLISHED :. B.•CONCRETE, MINIMUM.COMPRESSIVE STRENGTH`OF 3 192';PSI. INSTALLATION' INSTRUCTIQNS.,ANCHORS..•S.HALL BE;SECURELY'FASTENED DIRECTLY INTO., 'C:"N.ASONRY.: STRENGTH IONFORMANCE`T0.AS7M',G-9C„ GRADE N, "TYPE '1 (OR G,R•EATER) T / BOTTOM: '. MASONRY,.CONCRETE OR OTHER STRUCTURAL" SUBSTRATE MATERIAL 1,9. HINGE,LOCATION 9 .41 7/8.'ANQ 72 1 2 .FROM 5. .WHERE,NIOpO BUCK THICKNESS IS 1-1/2'OR GREATER,,BUCK•SHALL BE SECURELY MAX2O' PANEL sl?E $5 '1/4 `X; BO'.5/16 FASTENED TO MASONRY'CONCRETE 614,E HER 'M06TURAL:''SUBSTRATE: WINDOW UNTTS MAY ,., SEm ANCHORED THROUGH FRAME TO:SECURED WOOD BUCK= LN ACCORDANCE WITH '. MANUFACTURER'S PUBLISHED:M ALLAT(ON INSTRUCTIONS:' WHERE.1X BUCK I$ NOT USED'd15S1MILAR MATERIALS MUST BE.SEPARATED WITH'APPROVED . COATING,OR'"MEMBRANE. SELECTIgN,,OF;COATING OR MEMBRANE IS.THE RESPONSIBILITY,OF THE ARCHITECT OR`ENGINEER':OF,RECORD 7., BUCKS SHALL EXTEND BEYOND'-WINDOW.INTERIOR..FAOE"So. THAT FULL FRAME=SUPPORT IS . PROVIDED... 8. SHIMS SHALL'BE.LOCATED APPLIED'•AND'MADE'FROM'MATERIALS>AND THICKNESS CAPABLE OF.SUSTAINING APPLICABLE LCADS, . 9. .WIND LOAD DURATION FACTOR GC=1,E WAS USED.:FOR WOOD,ANCHOR CALCULATIONS: 10. FRAME,JAMB ANDHEAD:MATERIAL CO—EXTRUDED PVC°EDAM:, 11, FRAME SU MATERA: CO-EXTRUDED PVG FOAM WITH ALUMINUM CLADDING. 12. DOOR PANEL 5IDEC17E MATERIAL[ FIBERGLASS SKIN;WITHc,PVC FOAM TOP AND;:BOTTOM RAILS.-AND FOAM VERTICAL STILES'WITH PINE.REINFORCEMENTS'AND.P_OLYUREfHANE FOAM CORE.., 13:UNITS ,MUST'.BE GIAZZED PER'AS7M E1T�06-D4. SEE.SHEET 5 FOR•GCAzING. DETAIL:- 14. APPROVED IMPACT RROTECTIVE`SYSTEM I5 NOT.REQUIRED•'F.OR.T HIS.;PRODUCT:.IN WIND BORNE DEBRIS REGIONS 15. FOR ANCHORING.INT.O WOpD,FRAMING OR, 2X BUOK USE #1:0 W006 SCREWS'WITH SUFFICIENT LENGTH 'TO ACHIEVE;A 1 5/i! MINIMUM; EMBEDMENT INTO SUBSTRATE. LOCATE. ANCHORS:AS.SHOWN IN ELEVATIONS AND INSTALLATION,DETAILS,. SIGNED.Oti0212016''� 11 Jp • fit `\����5R TABLE OF:CO. . N3ENTS .`w.�`GENs �,'Sr� 89HoL STICS CORP. USA SHEET ND, pESCRIPTIQN R Wf &SYJ/0 S DELITES ¢t• . o NORTH 1. USTON T OUT SWING ENTRANCE DAS 1 FIBERGLASS CLAD: • j�/-,yy{, NOTES ELEVATION AND NOTES • TAT OF 3 ELEVATIONS i ORAwNO. ��F• CDR�Y•�'t'� 4 - LAYOUT - 5 . ANCHORING S N,GN WC OB 02313 RB' 1 D 6 — '1,0 INSTALLATION, DETAILS NTS TE 04/09/1.4 SHEET OF 10 /�rO111A1111��\. SCALE DA SH Ar .. .. . . - REVISIONS .. 143" ,MAX O.A. WIDTH 36 5/8' REV DESCRIPTION DATE APPROVED . ;_. .... 10527/32 -:MAX.:.FRAVE WIDTH.,., MAX.'FRAME.-- ___:`. ..,.....' - .. ''R-. ADDED EDGE.:DISTANCES. :. :: .11/05/14 -R L. -- _ 25" MAX WIDTH B REVISED SIOELITE INSTALLATION DETAILS 05/14/15 R.L D.L;O: / \82 1J2" 83 MAX MAX FRAME D.L.O. HEIGHT a • \ l FIXED ACTIVE // INACTIVE FIXED OUT=SWING ENTRANCE DOUBLE DOOR W/SIDELITES. FIBERGLASS CLAD C DESIGN PRESSURE RATING 'IMPACT RATING; f50.OPSF LAFGEAND SMALL_ „ MISSlLEIMPACT MISSILE LEVEL D,WIND70NE 4.• SIGNED:02/02/2016• NAN YA PLASTICS CORP. USA `�0111I1101/- 8 89 NORTH LOOP HOUSTON, TX 77Q29ST \ S�CENs'�'9�ti!�_ OUT-SWING-ENTRANCE DOOR W/ & .W/O SIDELITES � p 61 FIBERGLASS CLAD (� ELEVATION DRAW14: DWG NO. REV" scare 083 NTS I o`E 04/09/14. ISHEU2OF 1;0 6 i���S/1 11,1 E\\��\ .. REVISIORS �I 36 /'16" 74 1/16 74.IL.....__ IIL.��� 1I III����: •1/16 108 1/8 ���III II.��� " �..: .. 13.'. _PA. ADDED EDGE- DEDI5TANCESN DATE.'... _11/05/.14. RLnaPRovED B REVISED SIDELITE INSTALLATION DETNCS" O5/14/15 $.L 82 1/2" ;ACTIVE' /ACTIVE FIXED FIXED ACTIVE` FIXED „SINGLE SINGLE WISIDELITE(MULL) SINGLE WISIDELITE(MULL) SINGLE W/SIDELITES(MULL) EXTERIOR VIEW EXTERIOR VIEW EXTERIOR VIEW EXTERIOR VIEW �71 1 4" /4" , "={ �71 1 -{ (�--- 71 5 1 6/ I I I � 108 9/16' 105 27/32" / 82 1/2" FIXED ACTJVt\ !ACTIVE FIXEQ ACTIVEr\ ,!INACTIVE ACTIIYE INACTIVE' FIXED' FIXED ACTLVE�\ / 1NACFIV SINGLE WISIDELITE SINGLE WISIDELITE DOUBLE DOUBLE WISIDELITE(MULL) . DOUBLE WISIDELITE EXTERIOR VIEW EXTERIOR VIEW EXTERIOR VIEW EXTERIOR VIEW, EXTERIOR VIEW SIGNED:0210212016 NAN YA PLASTICS CORP. USA \w�►11Irllrlr� 8989. NORTH LOOP EAST \�\�\5'.R Ld21V��% HOUST,ON, TX 77029w OUT—SWING ENTRANCE DOOR W/ & W/O. SIDELITES z0 51 ••* .. FIBERGLASS CLAD APPROVED ELEVATIONS ^�o; TAT OF.••��' . DRAYIN: DWG N0. REV O�F��G�R,��P• SCALE DATE - DBI—SHEET a /V�tSs%ONA'1�aG�\\ NTS _ .04/09/14, ' 3 OF 10 EtENISjONS REV` - DESCRIPTION DATE APPRO)ED, 35 11/16" 34 5/8' B" MAX MAX' ...:. ....: f 4" MAX' MAX• A, ADDED,EDGE DISTANCES •..: 1]/05%14 R.L.. MAX ` B REVISED SIDELITE INSTALLATION DETAILS 05/14/15 R•L 4 MAX MAX'�I I MAX MAX 4 MAX -- 3":MAX Z. . `'MA C. 19.,... 19 18.5/8. MAX, MA) I 4„ MAX 5' 5 5' 6 MAX: i4 MAX I MAX I� MAX MAX 5. 5".. ,. MAX' MA)( f MAX: 9" MAX ANCHORi LAYOUT, SlGNEDr>02/02/2C116 NAN YA PLASTICS CO'RP USA f� J�g\c �� 8989. NORTH .LOOP EAST \\� Lp HOUSTON, TX 77029 ENSF OUT—SWING ENTRANCE DOOR W/.& W/0 SIDELITES 0 ' Ot FIBERGLASS CLAD' � ANCHORING LAYOUT. DO ' TAT DRAWN: - DWC.:NO. (OR10P \�� - SCALE narE OA/09/14 '08 SOE3430F t0 B '',��//QNA�41���`�,\ 34 5%8° : .. - AP — 33` 16 __ --4" 4.. 3'4 5�8,:;jq 81 2 1 f 2„ 5„ ADDED EDGE DISTANCTESN. .,... 11/05/14 R.L.PRO RDATE.' VED B REVISED SIDELITE''INSTALLATION DETAILS: 0S/14/1$ R.L. 4 4 _ f t � 18`5/8 78 5/8' MAX .0.C: MAX, O.C. MAX. O.C-. 18 S/$`. MAX,: O;C. 4 _ -'-I�I--h---' � 5 .,IF' 6„ ANCHORLNG LAYOUT FOR.QXO,XXO AND OXX:..', ANCHORING LAYOUT FOR OXO,XXO AND OXX(MULL). r' I 5„ I I � l3 y4 2 1I2,. —f^— 4 18, " 19 MAX,SO.0 MAX. 0:0., MAX'. 'O.C: AX 0;0; ANCHORING LAYOUT FOR':X` SIGNED,0210212016 NAN YA ELASTICS CORP., USA ,NRtLtro��, 8989,HOOSTONH'TX Y7029ST. �vJ`SYGE.NS �cP� DOO / W O S DELITES 4" NTRF BIERGLASS CLAD& r .: OU SWM` E f ANCHORING LAYOUTS 6„ �� 5° -� �, ,6„ "7p` TATE OF f g I nRAwN: owo-No: REy R N.G. 08-02313 e.: �i`s[ NAI.Ile ANCHORING LAYOUT FORXX,OXANDXO ANCHORING LAYOUT FOR OXAND XO,(MULL) SCALE NTS °ATE,04f09/1 4 sHEET.5-OF 10 ���Ilf REVISIONS FRAME HEAD �JNTERIOR... ANN .,'_... DESCRIPTION GATE A REV PPROVED ::- .A, .,ADDED..EDGE DI_TANGES -- 11/05,/1,4 R.L, -- - _ .090 IPV6. BY DUPONT B REVISED SIDELITE INSTALLATION.;DETAILS 05/14/15 R:L 1/8" TEMP 1/8" ANN MULLION COVER 'SCREN ALUMINUM MULLION .. ^. KEEPER: EXTERIOR INTERIOR C� STA 1 NLESS,- SPACER '#1OX2 SQUARE DRIVE EXTERIOR: x art SCREWS SYSTEM 1/27 BITE DOW 995, L OR 10 X 7 1/2 MR LOCATIONS HEAD KEEPER DETAIL SUCONe �- o . . SCREW' 1„ GLAZING BEAD G INTERIOR FRAME SILL9_:x' 7/8 SCREW GLAZING DETAIL } ' KEEPER.- - ft JAMB �'. PANEL„ LEFT FRAME RIGHT FRAME. .MULLION DETAIL . p d 10x2" SMS , Ems EXTERIOR Rio x'2" SIAs --a SILL KEEPER DETAIL #10 x 7/a" SMs STAINLESS' Ems. © e :' @ e. STEEL CONNECTION 5 27/ 2":. : F'L4TE': HINGE'INSTALLATION:DETAIL (8) pox, „. ,SQUARE DRIVE SCREWS: OUT5WING DOOR•SILL DETAIL FRAME CONNECTION DETAIL ` SIGNED:O?J02/2016 NAN Ys9s9LN RTHC oPCORP. .USA 50¢u�r� �`,/ EAST HOUSTON, TX 77029; v•�,�GENS�.•�P� * . OUT—SWING>ENTRANCE DOOR W/ & 1Nf0 51bELITE5 -*• p 6l HARDWARE SCHEDULE INSTALLATION TA '•w FIBERGLASS CLAD INS ION' DETAILS ..�o T F \ A (3) 4" BUTT HINGE DRAWN: DWG NO. REV• 'PFS;:;[pR1Qa BC.. RIG DI PVCOASTRAGAC SYSTEM WITH ALUMINUM REINFORCEMENT. sc NTS °ATE 04/09/1A oaSOEET630F 10 a i��7sjONA" \��� MASONRY 2.1/2" MIN / EDGE DISTANCE- .: ,REV DESCRIPTION ,+..'BATE �Zm."EB, CONCRETE ..-,By:"OTHERS :. - - .. ._ _ .. . A. ADDED.EDGE•DISTANCES- .. 11/05%14 Ra; ' . a B REVISED SIDELITE INSTALLATION DETAILS 65/14%15 R.! I 1 1 4 1.X.BUCK o ' M IN OPTIONAL $ e a.:• EMBEDMENT �. SEE SHEET 1 e 1�4„ MAX 7.1f4%%' MIN, E E SHIM GE' 'EMBEDMENT'SPA BACKER ROD' . AND APPROVED'" SEALANT BY, OTHERS MAX ° �.. c SHIM , • SPACE tX, MIN.: EDGE 3J76" TpPCON' DISTANCE• 'INTERIOR, c ° v ° J „ SAPCON ` 1X BUCK OPTIONAL EXTERIOR 1NTERfOR Q ,' SEE SHEET't P EXTERIOR MASONRY/CONCRETE I BY OTHERS DOOR HORIZONTAL.CROSS AND APPROVED SECTION BACKER Roo MASONRY/CONCRETE INSTALLATION' - SEALANT BY 07HERS r. 3/'16' TAPCON' L SILL TO BE SET IN BEd.OF NOTES: APPROVED`_ f.INTERIOR AND EXTERIOR FINISHES,HY 07HERS SEALANT' .. .'. NOT SHOWN FOR CLARITY; a 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE v, qa DESIG MASONRYNEDINACCORDANGE'INITHA'STME2112 CONCRETE ° SIGNED 02/02/20i6' a'. 1 I/e MIN, BY OTHERS a a 4` NAN 'YA, PLASTICS CORP. USA ��ti�ull►►Itlr a EMBEDMENT a EMBED c a \\N,c, R L'p�1%� ' 2 1/2" MIN.' `�� O 8989 NORTH LOOP EAST HOUSTdN, TX 77029� ENS+ qJi F OUT—SWING ENTRANCE DOOR W �& W'0 SIBELITES #»;, 0 EDGE DISTANCE I FIBERGLASS CLAD INSTALLATION' DETAILS �y6 TAT DOOR VERTICAL CROSS SECTION DRAWN, DWO NO. REV MASONRY/CONCRETE INSTALLATION s^ NT o^ 04 023 ,30 B S. �09�14 7 F 10. 1 . 2 EDGE DISTANCE MIN EDGE DISTANCE ,I~ REV'' DESCRIPTION DATE 4PPRO/ED MASONRY/ — 11/05f14 EqGE CONCRETE"- a a _ ...- •b p d B R1V15ED SI ELITE INSTALLATION DETAILS 05/14/tb R.L BY OTHERS a ,d 1 1/4 MIN - 1X BUCK, .. EMBEDMENT OPTIONAL SEE SHEET 1 —� BACKER TROD AND APPROVED' x „ 1/4" MAXI; 1 1/4„ MIN SEALANT BY 1/4' OTHERS AX, ° 5 1M.SPACE - EMBEDMENT . SHIM, SPACE 2'.:1,N2. #10 X '2, 1/2 SCREWS • 3/j6",7APCO,N INTERIOR MI EDGE. LOCATED 6 FROM #10 x 2 1/2" SCREWS ° DISTAN.CE;, EACH CORNER LOCATED:4 FROM AND AT PANEL.CENTER'- ,: ' EACH'GORNER:'AND 21I"' MAX; b;C. THEREAFTER a c 3/16" TAPCON'.. 9 IVIA f , /CONCRETE BY OTHERSEXTERIOR' INTERIOR EXTERIOR } ° ix Buck OPTIONAL SEE SHEET '1 #1 a x 2.1/2" SCREWS S/DELITE FIOR/ZONTAL`CROSS SECTION ANDxAPOROVEO: 3r1'6° PAPCON MASONRY/GONCRETEINSTALLATION - LOCATED 6� FROM SEALANT BY OTHERS: EACH CORNER AND AT PANEL CENTER P SILL TO BE SET IN BED OF NOTES;; APPROVED 1,INTERIORAND EXTERIOR FINISHES'BYOTHERS., SEALANT �..,... . .,�., ........ SHOWN•FORCLARITY' NOT 2.PERIMETER AND JOINT,SEALANT BY OTHERS TO BE. DESIGNED,INACCOROANCF'WITH ASTME2112: SIGNED:02/0212016 a° 4 1 1,/4 MIN. EMBEDMENT. NAN YA PLASTICS CORP. USA \\�t''? u��Ii�6� 8989: NORTH LOOP EAST ~\N ENO ✓.� a HOUSTON, TX 77029 yJ•`,\C s^; MASONRY/CONCRETE` 2 1 f2 MIN. ,BY OTHERS EDGE DISTANCE -SW W/ &; W/0 SIDELITES 1k• g1 OUT ING ENTRANCE DOOR ,,/ j FIBERGLASS C D' �p INSTALLATION DETAILS �� TAT, OF y SIDELITE VERTICAL CROSS SECTION DRAWN: Ow.c NO. REv �i�'O•• �1OR10Q:•�'�'� MASONRY/CONCRETE INSTALLATION N.G. 08-0231,3' B ✓%sS/ON �(GI�G\�� _ .. '—LE N-� DATE D SHEELB S 4/09/•1,4 OF 1D III 1/2" MIN 2X BUCK/WOOD FRAMING' Rev DESCRIPTION once nPaaQVED` ' :REVISIONS MIN EDGE ISTANCE BY.OTHERS 2X BUCK 70 BE PROPERLY SECURED 6. ADDED EDGE DISTANCES. , 11/05/14 Rl. _ B• REVI SED SIDELITE INSTALLATION DETAILS' 05/14/15 R;L BACKER- ROD � AND APPROVED SEALANT BY OTHERS. EMBEDMENT 1 3/$ MIN SHLM SPACE MAX,. EMBEDMENT 1/ „ ' S' SHIM PACE #'10 WOOD'SCREW 0 2X BUCK/WOOD FRAMING. BE PROPERLY SECURED TO INTERIOR 4 #10 WOOD; SCREW EXTERIOR lNTER10R- 1 2" IN EDGE•.DISTMCE x I. t .. - !I. EXTERIOR • #10 WOOD BACKER.ROD DOOR HOR/ZQNTAL CROSS SECTION AND APPROVED. SCREW. 2XBLICK/WOODFRAMING INSTALLATION. SEALANT'.BY,OTHERS SILL TO BE SET IN BED OF NOTES: AND EXTERioR A SEALAND7 NO SHOWNFOACLARITY:FINISHES,:BYOTNERS t 2.PERIMETER AND JOINT SEALANT•,BY OTHERS TO BE' DI:SIGNED!N ACbORDANCE WITHgSTM E2112 I, SIG NED:021021201.6 1 3/$'-Mw:... A PLASTIICS CORP.. USA ��>�R�uGI0)/ NAN Y 8989'NOR LOOP EAST EMBEDMENT CHHOUSTON, X,77029 i�s. .. — TRANCE, DOOR W/.& *••, p t _ .. %OUT SWING EN W/0:"SIDELiTES g FIBERGLASS CLAD. 1%2" MIN INSTALLATION. DETAILS YTE dF guz. EDGE.DISSANCEe- 0 `.�' DOOR VERTICAL CROSS SECTION -_ ��E`Ss<ORL,,.c`!� . 2X BUGK/WOOD FRAMING INSTALLATION `\\� DRAWN, DWG NO. REV• N.G. 08' 02313 B' . - scaLE NT5 - DaTE -p4f09/1.4 sHEEr9 OF '10. fl1111k,` . .. REVISIONS 2x BUCK/WOOD FRAMING 1/2" MIN BY OTHERS, 2X BUCK TO EDGE DISTANCE REV DESCRIPTION DATE AraRovEo. BE-PROPERLY SECURED _ - A ADDED EDGE DISTANCES it/05%14. R.L. _. BACKER ROD B REVISED SIDELITE INSTALLATION DETAILS: 05/74/75 R:L AND APPROVED SEALANT BY; x 1. 3/8.,.MIN, . _. OTHERS EMBEDMENT 1/4 SHIM SPACE 1 4" MAX 1 3/8" MIN X SHIM SPACE EMBEDMENT #T.Q''WOOD SCREW #10 x 2 1/2" SCREWS' INTERIOR LOCATED 6'; FROM EACH CORNER #10 WOOD #10 LOCATED-S" CREWS CREW 1/2" MIN AND AT PANEL CENTER S FROV b EDGE. DISTANCE EACH CORNER AND 21" MAX. O.C. THEREAFTER a ' EXTERIOR INTERIOR q 2X BUCK/WOOD FRAMING BY OTHERS; 2X SUCK TO .. BE PROPERL'SECURED EXTERIOR 10 WOOD- BACKER ROD #10 x 2 EACH CORNER SCREW 2XBUClVWOOD'FRAMINGINSTALLATIONTIOIU. AND APPROVED LOCATED 6" FROM #. SLOELITE HORIZONTAL CROSS`SEC SEALANT 8Y OTHERS AND AT.PANEL CENTER ;. SILL TO BE SET IN BED OF NOTES:; APPROVED n 1.INTERIOR AND EXTERIOR FINISHES,-BY OTHERS SEALANT LJ NOT SHOWN FOR CLARITY. 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANQE WITH ASTM E2112 SIGNED''02/02/2016 1 3/8 MIN. NAN YA PLASTICS CORP. . USA \\ �nR ILLr����/� 8989 NORTH LOOP' EAST �� EMBEDMENT HOUSTON, TX 77029' \w•4�C�N5+ 9�f�i� — OUT—.SWING ENTRANCE DOOR W W/O 'SIDELITES fr � j51 . ' FIBERGLASS CLAD&. ` — 1' 2" MIN 1N5TALLATION DETAILS NPNA� AT OF / EDGE DISTANCE )RA" D:IG No. REV R10PSID2XL8UCIVWOODITE ICAL CROSS FRAMING $TALLAE ONION N:G. 08 02313 B TGI\G��' SCALE NTS DATE 04/09/14. SHEET'1O OF 1:0lllill���