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Florida Building Code Online t-1c Y r Page 1 of 5 Business e ' - �.,. - Holida Departrnent4 SCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications I FBC Stag I SCIS Site Map I Lima I Search I BusinesProd PurovalProfessitfnal 4USER:Public User Regulation - Product Aooroval Menu>Product or Aoolication Search>Application List>Application Detail FL# FL15213-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived D Product Manufacturer Plastpro Inc./Nanya Plastics Corp. Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES,CA 90045 (440)969-9773 Ext 16 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbJdgconsultants.com Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles,CA 90045 (440)969-9773 Ext 18 scottjohnson@plastproinc.com Quality Assurance Representative Ron O'Connell Address/Phone/Email 5200 W Century Blvd. Los Angeles,CA 90045 (440)969-9773 Ext 16 ronoconnell@plastpro.com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 10 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F.Schmidt,P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J.King,P.E. © Validation Checklist-Hardcopy Received Certificate of Independence FL15213 R2 COI CERTIFICATE of INDEPENDENCE.odf Referenced Standard and Year(of Standard) Standard Year 101/I.S.2 1997 101/I.S.2/NAFS 2002 AAMA/WDMA/CSA101/I.S.2/A440 2005 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 TAS 201,202,203 1994 hqs://www.floridabuilding.ora/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZI Q... 8/1/2016 Florida Building Code Online Page 2 of 5 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/28/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/23/2015 Summary of Products Go to Page Pagel/20 0 FL# Model,Number or Name Description 15213.1 a.Smooth/Wood Grain/White Wood 68"Impact"Opaque Fiberglass Single Door- Grain/Rustic/Mahogany Series Inswing/Outswing(X-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R2 II Inst 15213.1.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15213.1 for Design Pressure Ratings,any FL15213 R2 AE Eval 15213.1.pdf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15213.2 b.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series utilizing"Snap Frame"Glazing-Inswing/Outswing(OX or Fiberglass Door XO-Configurations) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R2 II Inst 15213.2.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15213.2 for Design Pressure Ratings,any FL15213 R2 AE Eva[15213.2.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15213.3 c.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door with Sidelites Grain/Rustic/Mahogany Series utilizing"Snap Frame"Glazing-Inswing/Outswing(OXO- Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R2 II Inst 15213.3.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15213.3 for Design Pressure Ratings,any FL15213 R2 AE Eval 15213.3.1)df additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15213.4 d.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series utilizing"Lip Lite"Glazing-Inswing/Outswing(OX or XO- Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R2 II Inst 15213.4.pdf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15213.4 for Design Pressure Ratings,any FL15213 R2 AE Eval 15213.4.1)df additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15213.5 e.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door with Sidelites Grain/Rustic/Mahogany Series utilizing"Lip Lite"Glazing-Inswing/Outswing(OXO- Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R2 II Inst 15213.5.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ1 Q... 8/1/2016 Florida Building Code Online Page 3 of 5 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15213.5 for Design Pressure Ratings,any FL15213 R2 AE Eval 15213.5.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15213.6 f.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Double Door- Grain/Rustic/Mahogany Series Inswing/Outswing(XX-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R2 II Inst 15213.6.ndf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15213.6 for Design Pressure Ratings,any FL15213 R2 AE Eval 15213.6.pdf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15213.7 g.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Double Door with Sidelites Grain/Rustic/Mahogany Series utilizing"Snap Frame"Glazing-Inswing/Outswing(OXXO- Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R2 II Inst 15213.7.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15213.7 for Design Pressure Ratings,any FL15213 R2 AE Eval 15213.7.1)df additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15213.8 h.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Double Door with Sidelites Grain/Rustic/Mahogany Series utilizing"Lip Lite"Glazing-Inswing/Outswing(OXXO- Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R2 II Inst 15213.8.1)df Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes .Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15213.8 for Design Pressure Ratings,any FL15213 R2 AE Eva] 15213.8.1)df limitations,installation instructions and Created by Independent Third Party:Yes product particu TN L15213.92i.Smooth/Wood Grain/White Wood 6'8"Non-Impact"Glazed Fiberglass Single Door utilizing Grain/Rustic/Mahogany Series "Snap Frame"Glazing-Inswing/Outswing(X- Fiberglass Door Configuration) se Installation Instructions Approved for use in HVHZ:No FL15213 R2 II Inst 15213.9.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15213.9 for Design Pressure Ratings,any FL15213 R2 AE Eval 15213.9.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15213.10 j.Smooth/Wood Grain/White Wood 68"Non-Impact"Glazed Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series utilizing"Snap Frame"Glazing-Inswing/Outswing(OX or Fiberglass Door XO-Configurations) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R2 II Inst 15213.10.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15213.10 for Design Pressure Ratings, FL15213 R2 AE Eval 15213.10.odf any additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15213.11 k.Smooth/Wood Grain/White Wood 6'8"Non-Impact"Glazed Fiberglass Single Door with Grain/Rustic/Mahogany Series Sidelites utilizing"Snap Frame"Glazing-Inswing/Outswing Fiberglass Door (OXO-Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R2 II Inst 15213.11.1)df Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15213.11 for Design Pressure Ratings, FL15213 R2 AE Eval 15213.11.1)df any additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15213.12 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZI Q... 8/1/2016 R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197 Florida Board of Professional Engincers Certificate ofAuth.orizatim No.9813 Product Report / ' 2015 Product Category Sub-Category Manufacturer Product Name Exterior Swinging Plastpro Inc. Smooth l Wood Grain I White Wood Grain Exterior Door 5200 W.Century Blvd. Rustic!Mahogany Doors Assemblies Los Angeles,CA Series Fiberglass Door Phone 440.969.9773 Inswing/Outswing-"Non-Impact" Scope. Product Evaluation report issued by R W Building Consultants,Inc.&Lyndon F.Schmidt,P.E.(System ID#1998)for Plastpro Inc.,based on Rule Chapter No.61 G20-3,Method 1 D of the State of Florida Product Approval,Department of Business&Professional Regulation. RW Building Consultants and Lyndon F.Schmidt,P.E.do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations. 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone". 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with Section 1609.1.2 of the FBC. 4. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 6. See drawing FL-15213.9 for size and design pressure limitations. Supporting Documents. 1. Test Report No. Test Standard Testing Laboratory Sinned by ETC 03-209-14024.1 ANSI/AAMA/NWWDA 101/I.S.2-97 ETC Laboratories Art Murray ETC 03-209-14205.1 ANSI/AAMA%NWWDA 101/I.S.2-97 ETC Laboratories Art Murray 2 Drawing No. Prepared by Signed&Sealed by No.FLA5213.9 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. 3. Calculations Prepared by Signed&Sealed by Anchoring RW Building Consultants, Inc.(CA#9813) Lyndon F.Schmidt, P.E. 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute,certifying that Plastpro Inc.is manufacturing products.within a quality assurance program that complies with ISO/IEC 17020 and.Guide 53. .a`��Q�� serEr3 NO �3409 114 ;dap• !-3- Lyndon F.Schmidt,P.E. 6 ;C�s1'°°pz •°'° Sa�.rOo FL PE No.43409 4/29/2015 Sheen of 1 ����d dA&eD306 9��� ......... plastpro •. =� 5200 W. CENTURY BLVD. =N' z '0= LOS ANGELES, CA 90045 ..•• �`. >> 11l„� oN p°°z° 37.5 UN •; 0”MAX.OVERALL v Z o Z v Smooth / Wood Grain / White Wood Grain FRAME WIDTH i Em 9 m W IL Rustic/Mahogany s LC Series Fiberglass Door ; a= INSWING/OUTSWING A R "NON-IMPACT" Z �o z �z Z Cj O� O O Zp ZW ay >OW CI M m F-U,v� wY� GENERAL NOTES " am d J¢� 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida X I o W Building Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone" ao ; O a Ch (HVHZ). O M a O �m 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind bome debris protection this product is required to be n protected with an impact resistant covering that compiles with Section 1609.1.2 of the FBC. N e w 4. For 2x stud framing construction,anchoring of these units shall be the same as that shown W for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. Q a U 6 � Z 6 r TABLE OF CONTENTS N a F o 9 SHEET# DESCRIPTION < OVERALL OVERALL DESIGN PRESSURE(PSS 1 Typical elevation,design pressures,&general notes GLASS o 0 2 Door panel details SWiNG, FRAME DLO TYPE _ 'z v z 3 Horizontal cross sections DIMENSION, DIMENSION POSHIVE NEGATIVE;: —:02 16/12 i 4 Vertical cross sections INSWING 37.50'x 82.00' 21.00"x 63.00" +50.0 -50.0 MAEN.T.S. 9 5 Buck and frame anchoring-2X buck masonry construction G 1 DWG,BT; JK 'm 6 Frame anchoring-1X buck masonry constructionDHw er: LFS 3 7 #III of materials,glazing detail&components OUTSWING 37.50"x 80.50" 21.00"x 63.00" +60.0 -60.0 DRAWING NO.: d FL-15213.9 N s o n SHEET_L OF 7 " 42 O:'• o 48 41 =2 0 -Ito F) 44 G1 EXTERIOR _' LA•7 z 43 0. 41 �'rrrrrl L P1� � g N m z° �\ a o z 47 INTERIOR 46 \�` N e'a 9 d o a. V a N m aa9! 4 cd z o 1 HORIZONTAL CROSS SECTION S : 2 48 400" Li o 2.5' � �• zo 0 35.75'MAX. 0.66' J w DOOR 1.59"�{ T PANEL WIDTH I �+ T 1 W at N 21.00"MAX. ' ' o o o D.L.O.WIDTHo lLi5" L EXTERIOR INTERIOR �I o 0 ch 2 42 0A'— LATCH B HINGE STILE a Cellular PVC qq REINFORCEME WOOD 43 LATCH$HINGE STILE 47 WI wood reinforcement x For lock Cellular PVC �m ED o *BG COMPOUND N z V. 0 IN. v) p o O x 1 ASS THK. o 1/8"TEMPERED GLASS o a Fn. /,%�/ 45 BOTTOM RAIL D ory Cellular PVC AIR SPACE _ OPTIONAL w z DECORATIVE INSERT 46 v o AIR SPACE a zF 45 Z a 1/8"TEMPERED v z DATE:02116112 z 40 DOOR PANEL GLASS SCALE: N.T.S. LAZING SPACER i M.BY. �I( m ME 2 VERTICAL CROSS SECTION CHK.BY. LFS GLAZING DETAIL rc GI 2 DRAWING ND,: N a FL-15213.9 a SHEET 2 OF 7 V R1Clients\Plastpro,Inc PERMANENT\Flodda Product Approvals\FL-15213\C-Drawings\Current\FL-152139-11.dwg,39 m �A 0z z . M eee c w� 3 0 60°OT o A n ep O N O nz V4 «ti CLI ysy� hyo =.0 G G �zy ED N V OD Z m m A I0 -Q - AW � EEY v AN d W W W N rn Z ww M rn29 M 00 0 N O O x� 60 C anc- OOT no N PC U j273'a 0 j N Cl D a Ana ° O e ° y m n � w v z p . m r. T— p�F•SCHtiJ/ ��i� ? No.43409 yZG:i��0 L PRODUCT: Document.Prepered ByI' Lyndon F. Schmidt �i��•••••..OR..:•'G,��� Iw I N PLASTPRO INC. P.E. No. 43409 ��iSs/��yAl. �\% 'n o Z\ FIBERGLASS DOOR /n ))/))Illltttt� .�, r —1 rn PART OR ASSEMBLY: Kp��BUILDING CONSULTANTS, INC. IV W x (n\ 1 o-472-27-15 UPDATE TO 5TH E.D. 2014) FBC JK HORIZONTAL CROSS SECTIONS el l,ll1/ P-0. Box 230• Valrico, FL 33595 rD N NO DATE BY YV Phone No.: 813.859.9197 REVISIONS I FSPE CA No. 9813 02012 R.W.BUILDING CONSULTANTS INC. MCFentAPlaslpro,Inc PERMANENT\Florida Product Approvals\FL-15213\C-Drawings\Current\FL-152139-1Ldwg,49 M v ° o oA �d n� �sp >'Q.. , CL �M �° c0 O B 0" y �m ° ... m imr .-n O to v ed N N v p v O a 0.1 MINK >. ° m (TYP.) 1-1/4"MIN. EMB.(TYP.) M w w m a 0 .. W a om o n x� IT O IT N .n v O rn Awl M n, ro z Z rn n t�A O V . El o N e. T •. ... O one < Z o A 1-1/4"MIN. z EMB.(TYP.) m 42No.43409 L �'/r% PRODUCT: Documanta Proporotl By:�� : f F Lyndon F. Schmidt �i� _ �ORiCl:✓•G\`��� I o N PLASTPRO INC. P.E. No. 43409 FIBERGLASS DOOR m r ro r y rn PART OR ASSEMBLY: /{C17�/!BUILDING CONSULTANTS, INC. y ;,ZIV W tin\ 1 04 22 15 UPDATE TO 5TH ED. (2014) FBC JK VERTICAL CROSS SECTIONS J l�[r1� P•0. Box 230. VDlrico, FL 33595 NO DATE BY Phone No.: 813.859.9197 REVISIONS FBPE CA No. 9813 ®20 1 2 R.W.BUILDING C-ULTANTB INC. I� 1 81Q=z �N;9 z' r0E�pt om �••' J O t0� A V, U NoZTYP.HEAD TYP.HEAD& � v z O z v &JAMBS — JAMBS — i 0 9 m c w OENING ONRY7 < OPENING MASONRY ' Vi i rn 'm a a � v g w 6 ODZ a g N 2 z B FRAME oU �O r o 2X BUCK i o y zdo U J z r W 2X BUCK z W N O K v � 0 YY U Ch a a mm �m z < a o N V) BUCKANCHORING STRIKEJAMB FRAMEANCHORING Z Masonry 2X buck construction Dt CONCRETE ANCHOR NOTES: w 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortarjoints. a 2. Concrete anchor locations noted os'MAX.ON CENTER"must be adjusted to a � a maintain the min.edge distance to-mortar joints,additional concrete anchors 28 3 may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. 9 3. Concrete anchor table: M K Na 4 MIN CLEAItANCR MIN CLEARANCE: ANCHOR' ANCHOR MfN 10 HINGE JAMB i0 MASONRY 70 ADJACENT o = ....:: SIZE:::. EMLIEDMRNL:.•:::: 11 _z u ......:::::::::•:::::;:::........:::::::::::::::::::: ::::•:::>.::::::::.-.. ...:::.:..::EDGE:.:::<.:.::::.. _.:::,:::ANCHOR::::::.: zD M DATE:02116112 i ITW 2" 4" n TAPCON® j s N.T.S. 3 DWG.Br: JK m' ELCO ^` ULTRACON® 1/4" 1-1/4" 4° 27 CM BY: LFS 3 d WOOD SCREW INSTALLATION NOTES: DRAW Nc No.: a 1.Maintain a minimum 5/8"edge distance,1"end distance,S 1"o.c.spacing of LATCH&DEADBOLTDETAIL HINGE DETAIL FL-15213.9 0 Woodscrews to prevent The splinting of wood. sxEEr 5 or 7 N 0 �C.• J .� N X, M .N•.7 z' F'O om -0-, � r) zo6"SLJ 0 00 ` °a m Z U \ a 9 Zo Z V Cl! _ TYP.HEAD& C E mp m m � N 'og 9o`oa MASONRY-7"' ASONRY IAMBS \ a rnT� m MASONRY-7 a a OPENING N E 0z° 9C O JTR w 9 Y FRAME $z 10 C3 xm U T _ 0 rp0 m =U u' 1XBUCK w W Z ELM a _ L, Wo HINGE DETAIL o 0 �a a. a �m UU i m 0 28 N Z STRIKE JAMB FRAME ANCHORING HINGEJAMB D G w N CONCRETE ANCHOR NOTES: Masonry 1X buck construction N 1.Concrete anchor locations at the comers may be adjusted to maintain the min. Of edge distance to mortarjoints. 0 G 2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to a maintain the min.edge distance to mortar joints,additional concrete anchors a may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. 27 i 3 Concrete anchor table ANCHOR ANCHOR MIK MIN CLEARANCE MIN CLEARANCE N a a 70 MASONRY TO ADJACENT ? o TYPE SIZE EMBEDMENT LATCH 6 DEADBOLTDETAILo ITW o 0 0 PC ® 1/4" 1-1/4" 2" 4" z a a TAPCON DATE:02116112 i ELCO ® 1/4" 1-1/4 1" 4" Sr•c N.T.S. ULTRACON DWG.BY: JK m' ®ITW3/16" 1.1/4" 3" 1-1/2" CKX,BY: LFS 3 >? TAPCPCON n WOOD SCREW INSTALLATION NOTES: DRAWING NO.: 1.Maintain a minimum 5B"edge distance,i"end distance,&1"o.c.spacing of FL-15213.9 a tTod strews to prevent the splitting of wood. N 0 � SHEET 6 OF J a cz �\' = 4F tr, m z' Alp 1 o m BILL OF MATERIALS 01 �� D rn M ITEM DX BUCK SG N 0.55 WOOMATOL '' ,�Y IIIIII I P` z d m' B 2X BUCK SG>=0.55 WOOD M $a.;z C 1/4"MAX.SHIM SPACE 9 Z o i D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL N g u g 3 o u a E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE` a "� m d a 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 v G 3116'X 3-1/4"PFH ITW CONCRETE SCREW STEELE o`z° H 1/4"X3-1/4"PFHITW CONCRETE SCREW STEEL N J 114'X 3-3/4"PFH ITW CONCRETE SCREW STEEL a. K #10 X 2"PFH WOOD SCREW STEEL L #8 X 2-1/2"PFH WOOD SCREW STEEL M #8 X 2"PFH WOOD SCREW STEEL 5 z 7 FORCE 5 WEATHER STRIPPING BY ENDURA FOAM 4.56" ^ 4.56" a ti oo "z 8 COMPRESSION WEATHER STRIP QLON 650 BY SCHLEGEL FOAM I z_N r R 0 9 4'X 4"BUTT HINGE STEEL 5 m c 10 #9 X 1"PFH WOOD SCREW STEEL cr W 11 #9 X 3/4"PFH WOOD SCREW STEEL 9 17 KWIKSET KEYED ENTRY-SIGNATURE SERIES STEEL 2�„ 244" D Q J0 18 KWIKSETDEADBOLT-SIGNATURE SERIES 780) STEEL gl m 20 FINGER JOINTED PINE FRAME,HEAD&HINGE JAMBS WOOD a a 21 POLYFIBER JAMB COMP./VINYL 20 HEAD 8 SIDE HEAD 8 SIDE 27 LATCH STRIKE PLATE STEEL Jamb 21 Poly fiber Jamb m 28 DEADBOLT STRIKE PLATE STEEL 30 INSWING VINYL DOOR BOTTOM SWEEP BY ENDURA VINYL 5.6a' 31 OUTSWING BUMP THRESHOLD ALUM. 4.56" 32 VINYL DOOR BOTTOM SWEEP#3628 BY HOLM IND. PVC o 33 INSWING ADJUSTABLE THRESHOLD BY ENDURA ALUM./WOOD y z 34 INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DLP ALUM./WOOD W LO 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS ^' 41 DOOR SKIN MIN.0.075"THICK FIBERGLASS 42 TOP RAIL CELLULAR PVC ADJUSiAelE INSWING THRESHOLD ADJUSTABLE INSWING THRESHOLD 43 LATCH&HINGE STILE CELLULAR PVC 33 34 oa a 44 REINFORCEMENT WOOD FOR LOCKS 2U'LONG WOOD 1 1:31i 45 BOTTOM RAIL CELLULAR PVC w i 46 POLYURETHANE FOAM BY NAN YA POLYURETHANE 4.68" 47 CONTINUOUS LATCH&HINGE STILE REINFORCEMENT WOOD o lz0 48 SNAP IN LITE FRAME ABS z 49 GLAZING COMPOUND SILICONE DATE 02/16/12 z° 55 GLAZING SPACER ALUM. DATE: N.T.S. ° DWG.BY: X m' 6 �ZOUiSWINGBUMPTHRESHOLD CHK.BY: LFS 3 n DRAWING NO.: FL-15213.9 " 0 n � SHEET_L OF 7 a T� u a 5 G-1,-> '��� ✓ ' NOTICE OF PRODUCT CERTIFICATION o Ge�rrxr� CERTIFICATION NO: NI011355-R2 DATE: 12/14/2012 CERTIFICATION PROGRAM: Structural COMPANY: Nan Ya A► �, CODE: 661-1 F REVISION DATE: 03/03/2016 To verify that the"Notice of Product Certification"is valid,please visit www.NAMICertification.com to assure that the product is active and currently listed.This certification represents product conformity to the applicable specification and that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim certification status. Please review and advise NAM if any corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION Nan Ya Plastics Corporation USA Series "SRS" Gliding Patio Door 8989 North Loop East, Suite 800 w/Field Mullion Houston, TX 77029 Configuration: OX/O Glazing:IG-1/8" Tempered Glass/1/8"Annealed Glass Frame: W-3693mm(145.38") H-2092mm(82.38") Panel: W-1213mm(47.75") H-2013mm(79.25") DLO: W-940mm(37") H-1676mm(66") SPECIFICATION PRODUCT RATING AAMA/WDMA/CSA 101/I.S.2/A440-08 Class R-PG50 3693 X 2092 (146 x 83)-SD Design Pressure: 2400 Pa(50 ps f) Qualifies Configurations:O/X/OX/XO/OX/O/O/XO Product Tested By: National Certified Testing Laboratories Report No: NCTL-210-3821-1 Expiration Date: June 30,2020 Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes,VA 23072 Tel: (804) 684-5124 Fax: (804) 684-5122 REVISIONS 2 5/8" MIN. MASONRY/CONCRETE REV DESCRIPTION DATE APPROVED EDGE DIST. BY OTHERS A REVISED DIMENSIONS 02/18/15 R.L. TX BUCK BY OTHERS, 1X BUCK TO BE PROPERLY SECURED d a .d d 1 1/4" MIN. EMBEDMENT FLANGE TO BE SET IN BED OF APPROVED SEALANT 1 1/4" MIN 1/4" MAX 1/4" MAX. j EMBEDMENT SHIM SPACE SHIM 1X BUCK BY OTHERS, 1X I F BUCK TO BE PROPERLY SECURED 3/16" TAPCON MASONRY/CONCRETE BY OTHERS a -' a°. 3/16" TAPCON INTERIOR 2 5/8" a. MIN EDGE DISTANCE LR d a a p ' EXTERIOR INTERIOR J. EXTERIOR HORIZONTAL CROSS SECTION °a MASONRY/CONCRETE INSTALLATION 3/16" TAPCON .a. a . SILL TO BE SET IN BED OF d. APPROVED SEALANT SIGNED;02/19/2015 MASONRY/CONCRETE 4` d BY OTHERS d NAN Ys98PLARSTIICSS CORP. USA EMBEDMENT a HOUSTON, TX 77029 v•4\GENB�,9iP'� SERIES SRS GLIDING PATIO DOOR W/FIELD MULLION '*• 0 8 5 2 5/8" MIN. EDGE DIST. 120611 NON — IMPACT INSTALLATION DETAILS ; STATE OF ;, M4SONRVERTICAL CROSS SECTION Y/CONCRETE INSTALLATION DRAWN: owc No. 08-01899 Rq ��%E` ��RI� G\���� IN DOOR SHOWN SIDELITE SIMILARAIL SCALE DATE SHEET ,�77//�j NTS 01/17/13 5 OF 5 2X BUCK/WOOD FRAME 1/2" MIN. REVISIONS BY OTHERS, 2X BUCK TO EDGE DISTANCE REv DESCRIPTION DATE APPROVED BE PROPERLY SECURED A REVISED DIMENSIONS 02/18/15 R.L. 1 3/8" MIN. EMBEDMENT BACKER ROD AND APPROVED SHIM SEALANT BY OTHERS 1 3/8" MIN 1/4" MAX EMBEDMENT SHIM SPACE SCREWOOD 10 WOOD 1/2" MIN. SCREW EDGE DISTANCE INTERIOR LR. ,a. �o EXTERIOR INTERIOR a WOOD FRAMING BY OTHERS EXTERIOR 4. BACKER ROD AND APPROVED SEALANT #10 WOOD BY OTHERS SCREW HORIZONTAL CROSS SECTION SILL TO BE SET 2XBUCWWOODFRAMING INSTALLATION IN BED OF d APPROVED SEALANT rd SIGNED:02/19/2015 NAN Y PLASTICS CORP. USA MIN. IILIO 1 3/8 ` R EMBEDMENT HOUSTON, TX 77029 `�v•*\GEN&..,p (i SERIES SRS GLIDING PATIO DOOR W/FIELD MULLION *• o .'51 120611 NON — IMPACT — st�( c — INSTALLATION DETAILS ��` STATE OF -•�� VSECTION ERTICAL SHOWN, ESITESIMILAAR EDGE2DISTANCE j L" owc No. 08-01899 RA /OEV ��sS`OR`O�G\��\` 2X BUCK/WOOD FRAMING INSTALLATION SCALE DATE SHEET //�'/ONA��S`�� NTS 01/17/13 4 OF 5 REVISIONS REV DESCRIPTION DATE APPROVED MULLION COVER A REVISED DIMENSIONS 02/18/15 R.L. ALUMINUM MULLION o b. 5 3/4" O 1 7/8" 0 #10X2-1/2" DOOR SILL SQUARE DRIVE SCREW SEE SHEET 2 MULLION DETAIL #10X2-1/2" FOR LOCATIONS SQUARE DRIVE SCREW SEE SHEET 2 FOR LOCATIONS 9/16„ 1/8" TEMP 1/8" ANN EXTERIOR INTERIOR LEFT FRAME RIGHT FRAME I STAINLESS 1/2" BITE STEEL SPACER SYSTEM GLAZING DETAIL SILICONE BEDDING 8 STAINLESS OO O B 8 QO �O STEEL CONNECTION PLATE 0 0 SIGNED;02/19/2015 e OD OD B OD NAN YA PLASTICS CORP. USA v�IIIR II.�OI�i7��y,/�� 8989 NORTH LOOP EAST (8) #10X1" HOUSTON, ���5 , HOUSTON, TX 77029 SQUARE DRIVE SERIES SRS GLIDING PATIO DOOR W/FIELD MULLION _*• o 61 SCREWS 120611 NON — IMPACT FRAME CONNECTION DETAIL INSTALLATION DETAILS 0TATE OF ;&` DRAWN: DWG N0. REV olz ORIOP SCALE NTS DATE 01/17/13 08-01899SH ET3OF 5 A /�77S�O�A11��1\`�� 41 REVISIONS REV DESCRIPTION DATE APPROVED 16" 10" MAX -- 10" MAX A REVISED DIMENSIONS 02/18/15 R.L. 10 MAX MAX 5" MAX 10" MAX 16" MAX 10" MAX O.C. iL O.C. 8" MAX I I I I I I I 8" MAX 8" MAX I I I I 1 16" 16 16" MAX O.C. MAX O.C. MAX O.C. 8" MAXI i I I I I II II i 8" MAX 8" MANX I I I I I I I 16CMAX 5' MAX 8" MAX 8 MA, X - 16" MAX 8" MAX 0 8" MAX"'Ill II" O.C. SINGLE W/SIDELITES(MULL) SINGLE EL/TE EXTERIOORR VI EXTERIOR VIEW ANCHORING NOTES: 1. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE 95 1/4" FRAME WIDTH -{ 95 1/4" FRAME WIDTH -{ SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 2. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 3. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 5/8" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 4. ALL FASTENERS TO BE CORROSION RESISTANT. 82MAX 8 O ~ x 0 5. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR FRAME MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN HEIGHT FIXED ACTIVE WWW SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). SIGNED:02/19/2015 SINGLEW/SIDELITE SINGLE WISIDELITE NAN YA PLASTICS CORP. USA �xk%111I►IIlI EXTERIOR VIEW EXTERIOR VIEW 8989 NORTH LOOP EAST ����J\�?R•1 p � HARDWARE SCHEDULE HOUSTON, TX 77029 `v,•��GENSF-1 " A. SINGLE POINT LOCKING SYSTEM SERIES SRS GLIDING PATIO DOOR W/FIELD MULLION _*• 05261 12061 1 NON - IMPACT =a `- B. (1) DIE CAST HANDLE SET DDITIONAL CONFIGURATIONS AND ANCHORING LAYOUT ��3 $TAT OF u� C. (2) STAINLESS STEEL TANDEM ROLLERS DRAWN: DWG N0, REV ASTRAGALD. ALUMINUM & PVC FOAM %�'O�t►S;'c[pR1�Q: E. ALUMINUM & PVC FOAM MULLONBYYNANNYAAPLASSS OSCSSCALE NTS D^ 01/17/13 SOEET29A /// , OF 5 s/o1111A11ti�?\\\` REVISIONS REV DESCRIPTION DATE I APPROVED A REVISED DIMENSIONS 02/18/15 R.L. 145 3/8" MAX FRAME WIDTH 37" D.L.O. �`� 47 PANEL 4WIDTH SIDELITE WIDTH NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 66" 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED D.L.O. DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. Q X 0 SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR 79 1/4" 4- ENGINEER OF RECORD. MAX 4. UNITS MUST BE GLAZED PER ASTM E1300-04, SEE SHEET 3 FOR GLASS DETAILS. PANEL5. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE HEIGHT DEBRIS REGIONS. -7 82 3/8' MAX 6. FRAME JAMB AND HEAD MATERIAL: CO-EXTRUDED PVC FOAM 1 1/2" THICK. FRAME FIXED ACTIVE FIXED 7. FRAME SILL MATERIAL: CO-EXTRUDED PVC FOAM 2" THICK WITH ALUMINUM CLADDING .063" HEIGHT 38 7/8 THICK. 9POPTNEDDELITE MATERIAL: THICK FIBERGLASS SKIN FOAM TOP RROFCFOAM VRTCALSTILESWHPINE REINFORCEMENTSAND NFOAM CORE. . DED CONFIGURATIONS: OX, X0, AND 0X0. SEE SHEET 2. SERIES SRS GLIDING PATIO DOOR W/FIELD MULLION-120611 NON-IMPACT EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING t50PSF NONE SIGNED:02/19/2015 NAN Y8989LNORTHI LOOP C EAST USA \`\\J\S R11'[p 7i,� �i HOUSTON, TX 77029 `v••��GENy'9S TABLE OF CONTENTS SERIES SRS GLIDING PATIO DOOR W/FIELD MULLION _1k• 051 til 120611 NON - IMPACT (yE� _ SHEET NO. DESCRIPTION OX/O ELEVATION AND NOTES STAT OF •�� 1 OX/0 ELEVATION AND NOTES nl� DWG N0. REV o'Fs'c[pRIDp; 2 ADDITIONAL CONFIGURATIONS ANCHOR LAYOUTS & HARDWARE 0850 99 AAI3 - 5 INSTALLATION DETAILS 01/17/13 1 OF 5 L. Roberto Lomas P.E. Engineering Evaluation Report 233 W.Main St. Danville,VA 24541 Report No.: 512591 B 434-688-0609 rllomas@lrlomaspe:com Manufacturer: Nan Ya Plastics Corp.USA 8989 North Loop East Houston,TX 77029 Product Line:. Series SRS Gliding Patio Door with Field Mullion-120611 - Non-Impact Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Business and Professional Regulation for Statewide Acceptance per Rule 61 G20-3.005 method 1(a).The product listed herein complies with requirements of the Florida Building Code. Supporting Technical Documentation: 1. Approval document:drawing number 08-01899,Revision A,prepared,signed and sealed by Luis Roberto Lomas P.E. 2. Report No.:NCTL-210-3821-1 signed by Gerard J.Ferrara,P.E. National Certified Testing Laboratories,York,PA AAMAIWDMA/CSA 101/I.S.2/A440-08 Design pressure: ±50.Opsf Water penetration resistance 7.5psf 3. Anchor calculations,report number 512591-1,prepared,signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: • Maximum design pressure: ±50.Opsf • Maximum unit size: 145:3/8"x 82 3/8" • Units must be glazed per ASTM E 1300-04,see installation instructions for glass details. • This product is not rated to be used in the HVHZ. • This product is not impact resistant and requires impact protection in wind bome debris regions. Installation: Units must be installed in accordance with approval document,08-01899, Revision A. Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing lor distributing the product(s)for which this report is being issued.Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). R�1L *; 51 . TAT 4F •ry AL //ttir11111\ ` 1 of 1 Luis R.Lomas,P.E. FL No.:62514 02/19/2015 Florida Building Code Online Page 1 of 4 1! Business e 'Professioinal Ira` BCIS Home I Log In I User Registration Hot Topic I Submit Surcharge Stats&Facts Publications I FBC Staff BCIS Site Map I Lints I Search FI nda Product Approval r USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL10181-R7 Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments set to reapply per R.Lomas's req.zb.03/09/16 Archived ❑ Product Manufacturer Nan Ya Plastics Corporation USA Address/Phone/Email 8989 North Loop East Houston,TX 77029 (713)674-7822 Ext 105 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 Ext 105 ajen96@yahoo.com.tw Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding 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/WDMA/CSA 101/I.S.2/A440 2008 ANSI/AAMA/NWWDA 101/I.S.2 1997 ASTM E1886 2002 ASTM E1996 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquracBeVCbd... 8/16/2016 Florida Building Code Online Page 2 of 4 Product Approval Method Method 1 Option A Date Submitted 01/11/2016 Date Validated 03/28/2016 Date Pending FBC Approval Date Approved 03/28/2016 Summary of Products FL# Model,Number or Name Description 10181.1 GLIDING FRENCH DOOR NEUMA NON-IMPACT GLIDING 12'0"x 8'0"-OXXO,OX,XO, 60"x 8'0"GLAZED DP50 Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL10181 R7 C CAC NI006118-R4.1)df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 05/31/2021 Design Pressure:+50/-50 Installation Instructions Other: FL10181 R7 II 08-01545B.odf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party:Yes Evaluation Reports FL10181 R7 AE 512191C.odf Created by Independent Third Party:Yes 10181.2 GLIDING PATIO DOOR FIBERGLASS GLIDING PATIO DOOR W/REINFORCED SIDELITES-IMPACT Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL10181 R7 C CAC NI009467-R4.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/28/2021 Design Pressure:+50/-50 Installation Instructions Other: FL10181 R7 II 08-01664A .odf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party:Yes Evaluation Reports FL10181 R7 AE 512343B .pdf Created by Independent Third Party:Yes 10181.3 Gliding Two Panel Patio Door Gliding Two Panel Patio Door-Non-Impact Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL10181 R7 C CAC N1010809-R2.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 07/31/2021 Design Pressure:+50/-50 Installation Instructions Other: FL10181 R7 II 08-01099C.odf Verified By: Luis R.Lomas 62514 Created by Independent Third Party:Yes Evaluation Reports FL10181 R7 AE 511659B .odf Created by Independent Third Party:Yes 10181.4 Masterpiece Series Gliding Patio Masterpiece Series Gliding Patio Door,Nan Ya 6068 DP45 Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL10181 R7 C CAC N1011609.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/30/2017 Design Pressure:+45/-45 Installation Instructions Other: FL10181 R7 II 08-02239A .odf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party:Yes Evaluation Reports FL10181 R7 AE 512959A .odf Created by Independent Third Party:Yes 10181.5 SERIES"NAN YA SLIDING GLASS SERIES"NAN YA SLIDING GLASS DOOR"-6'06'11 DOOR" Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL10181 R7 C CAC N1006928-114.0f Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 02/28/2021 Design Pressure:+45/-45 Installlation Instructions Other: FL10181 R7 II 08-01867A.odf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party:Yes Evaluation Reports https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquracBeVCbd... 8/16/2016 Florida Building Code Online Page 3 of 4 FL10181 R7 AE 512556B.odF Created by Independent Third Party:Yes 10181.6 SERIES"SRS GLIDING PATIO SERIES"SRS GLIDING PATIO DOOR WITH FIELD MULLION" DOOR WITH FIELD MULLION" FIBERGLASS SLIDING DOOR WITH SIDELITE-NON-IMPACT Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL10181 R7 C CAC NI011035-R2.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 03/31/2020 Design Pressure:+50/-50 Installation Instructions Other: FL10181 R7 II 08-01533B.odf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party:Yes Evaluation Reports FL10181 R7 AE 512174C.odf Created by Independent Third Party:Yes 10181.7 SERIES"SRS GLIDING PATIO SERIES"SRS GLIDING PATIO DOOR WITH FIELD MULLION" DOOR WITH FIELD MULLION" FIBERGLASS SLIDING DOOR WITH SIDELITE Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL10181 R7 C CAC NI011034-R2.i)df Approved for use outside HVHZ:Yes - Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/31/2020 Design Pressure:+50/-50 Installation Instructions Other: FL10181 R7 II 08-01534B.odf Verified By:Luis Roberto Lomas 62514 Created by Independent Third Party:Yes Evaluation Reports FL10181 R7 AE 512175C.odf Created by Independent Third Party:Yes 10181.8 Series Gliding 3 Panel Patio Door Series Gliding 3 Panel Patio Door Sliding Door w/Feld Sliding Door Mullion-Non-Impact Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL10181 R7 C CAC NI011932-Rl.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 03/31/2018 Design Pressure:+50/-50 Installation Instructions Other: FL10181 R7 II 08-02362A.odf Verified By: Luis R.Lomas 62514 Created by Independent Third Party:Yes Evaluation Reports FL10181 R7 AE 513129A.odf Created by Independent Third Party:Yes 10181.9 SERIES SPLS GLIDING PATIO SERIES SPLS GLIDING PATIO DOOR-120611-NON- DOOR IMPACT Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL10181 R7 C CAC NI011356-112.0f Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 06/30/2020 Design Pressure:+50/-50 Installation Instructions Other: FL10181 R7 II 08-01897A.odf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party:Yes Evaluation Reports FL10181 R7 AE 512589B.Ddf Created by Independent Third Party:Yes 10181.10 SERIES SPLS GLIDING PATIO SERIES SPLS GLIDING PATIO DOOR-120611-IMPACT DOOR Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL10181 R7 C CAC NI011356.02-Rl.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 06/30/2020 Design Pressure:+50/-50 Installation Instructions Other: FL10181 R7 II 08-01898A.odf Verified By:Luis Roberto Lomas 62514 Created by Independent Third Party:Yes Evaluation Reports FL10181 R7 AE 512590B.odf Created by Independent Third Party:Yes 10181.11 SERIES SRS GLIDING PATIO DOOR SERIES SRS GLIDING PATIO DOOR WITH FIELD MULLION- WITH FIELD MULLION 120611-NON-IMPACT Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL10181 R7 C CAC NI011355-R2.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 06/30/2020 hqs://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquracBeV Cbd... 8/16/2016 Florida Building Code Online Page 4 of 4 Design Pressure:+50/-50 Installation Instructions Other: FL10181 R7 II 08-01899A.odf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party:Yes Evaluation Reports FL10181 R7 AE 512591B.Ddf Created by Independent Third Party:Yes 10181.12 SERIES SRS GLIDING PATIO DOOR SERIES SRS GLIDING PATIO DOOR WITH FIELD MULLION- WITH FIELD MULLION 120611-IMPACT Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL10181 R7 C CAC NIO11355.02-Rl.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 06/30/2020 Design Pressure:+50/-50 Installation Instructions Other: FL10181 R7 II 08-01900A.Ddf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party:Yes Evaluation Reports FL10181 R7 AE 512592B.Ddf Created by Independent Third Party:Yes 10181.13 SLPS GLIDING PATIO DOOR W/ NEUMA NON-IMPACT GLIDING 12'0 X 8'0 GLAZED,4 PANEL SIDELITE Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL10181 R7 C CAC NI011037-RI.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 03/31/2020 Design Pressure:+50/-50 Installation Instructions Other: FL10181 R7 II 08-01552A.Ddf Verified By: Luis R.Lomas,P.E.62514 Created by Independent Third Party:Yes Evaluation Reports FL10181 R7 AE 512198B.Ddf Created by Independent Third Party:Yes Back 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 mall 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 emalls 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 an be made available to the public.To determine if 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Product Approval Accepts: ®© LPZ'Q .Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquracBeV Cbd... 8/16/2016