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HomeMy WebLinkAboutProduct Approval m 8 Oy v ® OR 6E .. 1 P! / AZZ=11 PIE "I SCIS Home ( Log In I User Registration I Hot Topics Submit Surcharge Stats✓k Facts Publications j Contact Us BCIS Site Map Links Search ! Florida �{TD-01 Product Approval VUSER:Public User ' Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL17347-R2 Application Type Revision I Code Version 2017 Application Status Approved Comments i Archived 1011 Product Manufacturer Plastpro Inc./Nanya Plastics Corp. Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES,CA 90045 (440)969-9773 Ext 16 rickw@rwbidgconsultants.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.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 Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report-Hardcopy Received i Florida Engineer or Architect Name who developed Lyndon F.Schmidt,P.E. the Evaluation Report j Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By Ryan J.King,P.E. �I Validation Checklist-Hardcopy Received f Certificate of Independence FL17347 R2 COI (a)Certificate of Independence.pd i Referenced Standard and Year(of Standard) Standard Year 101/I.S.2/NAFS 2002 AAMA/WDMA/CSA101/I.S.2/A440 2008 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 ASTM E331 2000 TAS 201,202,203 1994 I Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL17347 R2 Eouiv (b)Eouivalency Of Standards.Ddf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/13/2017 Date Validated 09/26/2017 Date Pending FBC Approval 09/29/2017 Date Approved 12/12/2017 Summary of Products i FL# Model,Number or Name Description 17347.1 a.Fiberglass Door "Non-Impact"Fiberglass Glazed Door-Single with or without Sidelites(X,OX or XO,OXO)Outswing/Inswing Configurations up to Nominal 6'8 In Height Limits of Use Installation Instructions Approved for use In HVHZ:No FL17347 R2 II (b)Inst 17347 1 odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Parry:Yes Design Pressure:N/A Evaluation Reports Other:See INST 17347.1 for any additional use limitations, FL17347 R2 AE (b)Eval 17347.i.odf installation Instructions and product particulars. Created by Independent Third Party:Yes 17347.2 b.Fiberglass Door "Non-Impact"Fiberglass Glazed Door-Double with or without Sidelites(XX or OXXO)Outswing/Inswing Configurations up to Nominal 6'8 in Height Limits of Use Installation Instructions Approved for use in HVHZ:No FL17347 R2 II (b)Inst 17347 2 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 17347.2 for any additional use limitations, FL17347 R2 AE (b)Eval 17347.2.pdf installation Instructions and product particulars. Created by Independent Third Party:Yes 17347.3 c.Fiberglass Door "Non-Impact"Fiberglass Glazed Door-Single with or without Sidelites(X,OX or XO,OXO)Outswing/Inswing Configurations up to Nominal 8'0 in Height Limits of Use Installation Instructions Approved for use in HVHZ:No FL17347 R2 II (b)Inst 17347 3 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 17347.3 for any additional use limitations, FL17347 R2 AE (b)Eval 17347 3.odf installation Instructions and product particulars. Created by Independent Third Party:Yes 17347.4 [d�ass Door "Non-Impact"Fiberglass Glazed Door-Double with or without Sidelites(XX or OXXO)Outswing/Inswing Configurations up to Nominal 8'0 in Height Limits of Use Installation Instructions Approved for use in HVHZ:No FL17347 R2 II (b)Inst 17347,4.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 17347.4 for any additional use limitations, FL17347 R2 AE (b)Eval 17347 4.ydf installation Instructions and product particulars. Created by Independent Third Party:Yes 17347.5 e.Fiberglass Door "Impact"Fiberglass Glazed Door-Single with or without Sidelites(X,OX or XO,OXO)Outswing/Inswing Configurations up to Nominal 6'8 in Height Limits of Use Installation Instructions Approved for use in HVHZ:No FL17347 R2 II (b)Inst 17347 5,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 17347.5 for any additional use limitations, FL17347 R2 AE (b)Eval 17347 5 pdf structions and product particulars. Created by Independent Third Party:Yes 17347.6 f.Fiberglass Door "Impact:F' erglass Glazed Door-Double with or without Si e e r OXXO)Outswing/Inswing Configurations up to Nominal 68 in Height Limits of Use Installation Instructions Approved for use In HVHZ:No FL17347 R2 IT (b)Inst 17347 6 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 17347.6 for any additional use Iimitatlons, FL17347 R2 AE (b)Eva) 17347 6 odf Installation instructions and product particulars. Created by Independent Third Party:Yes 17347.7 g.Fiberglass Door "Impact"Fiberglass Glazed Door-Single with or without Sidelltes(X,OX or XO,OXO)Outswing/Inswing Configurations up to Nominal 8'0 in Height Limits of Use Installation Instructions Approved for use in HVHZ:No FL17347 R2 II (b)Inst 17347.7.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 17347.7 for any additional use Iimitatlons, FL17347 R2 AE (b)Eval 17347 7 odf Installation Instructions and product particulars. Created by Independent Third Party:Yes 17347.8 h.Fiberglass Door "Impact"Fiberglass Glazed Door-Double with or without Sidelites(XX or OXXO)Outswing/Inswing Configurations up to Nominal 8'0 in Height Limits of Use Installation Instructions Approved for use In HVHZ:No FL17347 R2 II (b)Inst 17347 8 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 17347.8 for any additional use limitations, FL17347 R2 AE (h)Eval 17347 8 odf installation Instructions and product particulars. Created by Independent Third Party:Yes 17347.9 1.Fiberglass Door "Non-Impact"Fiberglass Opaque Door-Single with or without Sidelites(X,OX or XO,OXO)Outswing/Inswing Configurations up to Nominal 6'8 In Height Limits of Use Installation Instructions Approved for use in HVHZ:No FL17347 R2 II (b)Inst 17347 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 17347.9 for any additional use limitations, FL17347 R2 AE (b)Eval 17347 9 odf Installation instructions and product particulars. Created by Independent Third Party:Yes 17347.10 j.Fiberglass Door "Non-Impact"Fiberglass Opaque Door-Double with or without Sidelites(XX or OXXO)Outswing/Inswing Configurations up to Nominal 6'8 in Height Limits of Use Installation Instructions Approved for use In HVHZ:No FL17347 R2 II (b)Inst 17347.10.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 17347.10 for any additional use limitations, FL17347 R2 AE (b)Eval 17347.10.odf installation Instructions and product particulars. Created by Independent Third Party:Yes i 17347.11 k.Fiberglass Door "Non-Impact"Fiberglass Opaque Door-Single with or without Sidelites(X,OX or XO,OXO)Outswing/Inswing Configurations up to Nominal 8'0 in Height Limits of Use Installation Instructions Approved for use in HVHZ:No FL17347 R2 II (p)Inst 17347 11 odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Parry:Yes Design Pressure:N/A Evaluation Reports Other:See INST 17347.11 for any additional use limitations, FL17347 R2 AE (b)Eval 17347.11.pdf installation instructions and product particulars. Created by Independent Third Party:Yes 17347.12 1.Fiberglass Door "Non-Impact"Fiberglass Opaque Door-Double with or without Sidelites(XX or OXXO)Outswing/Inswing Configurations up to Nominal B'0 In Height Limits of Use Installation Instructions ! Approved for use In HVHZ:No FL17347 R2 II (b)Inst 17347.12.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 17347.12 for any additional use limitations, FL17347 R2 AE (b)Eval 17347 12 pdf installation instructions and product particulars. Created by Independent Third Party:Yes 17347.13 m.Fiberglass Door "Impact"Fiberglass Opaque Door-Single with or without Sidelites(X,OX or XO,OXO)Outswing/Inswing Configurations up to Nominal 6'8 in Height Limits of Use Installation Instructions Approved for use In HVHZ:No F1.17347 R2 II (b)-1nst 17347 13 odf 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 Engineers Certificate of Authorization No.9813 /duct Evahi�tion Report / / Date: September 25,2017 Product Sub Category Manufacturer Product Name Category Exterior Swinging Plastpro Inc. Glazed Fiberglass Doors Exterior Door 5200 W.Century Blvd. Doubles Doors Assemblies Los Angeles,CA w/or w/out Sidelites Phone 440.969.9773 Inswing/Outswing-'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 6th Edition(2017)Florida Building Code 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 complies with FBC Sections 1609.1.2&R301.2.1.2 and does not require,an impact resistant covering.This product meets missile level"D"and includes Wind Zone 4 as defined in ASTM E1996 and FBC Sections 1609.1.2.2&R301.2.1.2.1. 4. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. 15. Site conditions that deviate from the details of drawing FL-17347.E require further engineering analysis by a licensed engineer or registered architect. :6. See drawing FL-17347.6 for size and design pressure limitations. Supporting Documents: -1. Test Report No. Test Standard Testing Laboratory Signed by TEL 01391140 ASTM E330-02, E331-00 Testing Evaluation Lab.,lnc. V.K.Wright TEL 01391141 ASTM E330-02,E331-00 Testing Evaluation Lab.,lnc. V. K.Wright TEL 01391120 TAS 201,202&203-94 Testing Evaluation Lab.,lnc. William B.Shelton,P.E. .2. Miami-Dade NOA Materials Testing 17-0712.05 Saflex®'PVB Interlayer(Eastman Chemical Company) `3. Drawing No. Prepared by Signed&Sealed by No.FL-17347.E RW Building Consultants, Inc.(CA#9813) Lyndon F.Schmidt,P.E. 4. Calculations Prepared by Signed&Seated by I Anchoring ! RW Building Consultants, Inc.(CA#9813) Lyndon F.Schmidt,P.E. i Quality surance 5 Cert fiica esof Participation issued by National Accreditation and ernrre. j Management Institute,certifying that Plastpro Inc. is manufacturing products 44 ,4•°1.�0 Ir fUj� within a quality assurance program that complies with ISO/IEC 17020 and t m AID 434fjg a �� Guide 53. � �. m r.I a w ' M SiA7ir C1i= a �.0 d .� t�� I co a} �m d", �.......... �� tl �*�� Lyndon F tl Schmidt,P.E. 16,aPE No 409 9/25/2017 Sheet 1 of 1 .l .. in -a- -I t r O ~��,o O�iUn p - p _X. O �N:7,may Z 5200 W. CENTURY BLVD. Z... LOS ANGELES, CA 90045 "p' `��� Z o \\ U N•• GLAZED FIBERGLASS DOORS m 9 U xz°4 ~ 148.E MAX OVERALL FRAME WIDTHa r o a m' a ��74'MAX.FRAME WIDTH---I 37.2E MAX \v- "' a in`T c w S d t a DOUBLES I FRAME WIDTH a m a a s o i` ' Z w/ or w/o SIDELITES 9 8 �w INSWING/OUTSWING w "IMPACT" 112,11 " WZ z O X o X O GENERAL NOTES o 0 o z �+O ON GW I. This product has been evaluated and is in compliance with the 6th Edition(2017) 0 a m ' Florida Building Code(FBC)structural requirements excluding the"High Velocity a w W S Hurricane Zone"(WHIZ). a� �� z ay 2. Product anchors shag be as fisted and spaced as shown on details.Anchor 1�L o tE E embedment to base material shag be beyond wall dressing or stucco. al a a 0 IF 3. When used in areas requiring wind borne debris protection this product compiles }m E with FBC Sections 1609.1.2&R301.2.1.2 and does not require an impact resistant covering.This product meets missile level'W and includes Wind Zone 4 as o defined in ASTM E1996 and FBC Sections 1609.1.2.2&R301.2.1.2.1. X X o 4. For 2x stud framing construction,anchoring of these units shall be the some as N N U1 that shown for 2x buck masonry construction. Z ti 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. XX TABLE OF CONTENTS o a SHEET# DESCRIP710N >> ° -9 1 Typical elevations,design pressures&general notes 2 Door&Sidelite panel details 3 Ute frame glazing details e~ a c 4 Elevations 5 Horizontal&Vertical Cross Sections(2X Buck) MAX DESIGN PRESSURE DESIGNPRESSURE•. N_z 6 Horizontal&Vertical Cross Sections I I x Buck) FRAME (PSG.= (PSG'. CONFIG. Dare:70 08 14 i 7 Horizontal&Vertical Cross Sections(Direct to Masonry) INSWING OUTSWING g VerticalCrossSections(ihresholds) DIMENSION POS ..POS scvE N.T.S. ° NEG 9 Horizontal&Vertical Cross Sections Direct to Masonry) XX 74.0"x 82.0" DWG.BY: JK m' 10 Buck anchoring +50.0 -50.0 +50.0 -50.0 cN%,BY. LFS 3 s 11 Frame anchoring&hardware defoils OXXO 146.5"x 820" DRAWING NO.: g" 12 Bill of materials and components FL-17347.E ° a sNw 1 of 12 N O a R.1Clents\Plastpro,Inc PERMANENT\A-Florida Product Approvals\FL-17347 Fiberglass Door-Impact-nonimpacK-DrawingsVL-173476TH ED(2017)\FL-17347.5.6.dwg,22 79.25'MAX.PANEL HEIGHT I O A D � Z z T p S.J� V to A• - y ., ` 38.19" D�0 .° s A m Fn l>I' o a>< O O tpe p om o o� ';s ;R' s S , A E� � Ap3 o m8CiRo ; n o a O � Z A I rrn 01.7S' A O is C7 y T C H ? m ...Z r n a e All 'a. T II- I O Io ```�plu 111I p��i z ao ��. F.SCHA�j� � No.43409 ' PRODUCT: Oocumento Prepared BY:� o FlBERGLAS3 DOOR P.E. No. a3409 Idt ��•.•`IS �\�`` ,bit A1.G;0 W r y 2 712771 7 UPDATE TO 6TH E0. 2017) FBC JB PART OR ASSEMBLY: K��/BUILDING CONSULTANTS1'NC. IV in 1 4 14 i5 UPDATE TO 5TH ED. 2014) FBC DOOR & SIDELITE ✓l�1/1/ P.O. Box 230, Volrico, FL 33595 N rn N fl NO DATE PANEL SIDEDETA IT Phone No.: 813.659.9197 REVISIONS FBPE C.A. No. 9813 2014 R.W.BUILDIND GDNBULTANTe INC. RAClients\Plastpro,Inc PERMANENTVI-Florida Product Apprwals\FL-17347 Fiberglass Door-Impact-nonimpact\C-Drawings\FL-17347 6TH ED(2017)\FL-17347.5.6.dwg 3.2 v� 66-V MAX.LIGHT FRAME HBGHr 6263°MAX.D.L.O.HEIGHT� lA �O J n 22 0 T A 0 o cn 5.75 I `I 11"MAX a 1rrP1 V t- -- F-O.C.(rn.) an S A X zc Oop QH > * >? M = 3 Try�T y Z r�j S Z Y m z A Z O rn �C v 2.76' I O.Ob' a3 0 c V )• GLAZNG AN 65.75'MAx.LIGHT o � o� tr1 N FRAME HEIGHT O m 62,75"MAX. x 9p O^ s�p ! D.L O,HEIGHT . M A A NN 2 rrr ID= rn 10 O.C.(TYP.J gyp.) .- ;� O c S x mz G O .r=Z gig A moo- H GLAZING `,,\tt111t11137�// No.43409 Q PRODUCT:PlA5TPR0 INC. Documents Pmpcmd ey,� a 4 L ndon F. Schmidt �, ! ptp1;�•b�� �W _ •• p FIBERGLASS DOOR P.E. No. 43409 /, �0...... ` y 2 7 27 17 UPDATE i0 6TN ED. 2017)FBC �JK PART OR ASSEMBLY: K ,//BUILDING CONSULTANTS- INC. .4 to�_ 1 04 14 IS UPDATE TO 5TH ED. (2014) FEW LI1F FRAMEJ li�/)/ P.O. Box 230.Valris:o, FL 3359S NO DATE GLAZING DETAILS vp Phone No.: 813.659.9197 REVISIONS FBPE C.A. No. 9813 4)20 14 R.W.13UILDINC CCNCuLT—TB INC. IL'\Clionts\Plastpro,Inc PERMANENT\A-Florida Product Apprmals\FL-17347 Fiberglass Door-Impact•nonimpact\C-Orawings\FL-17347 6TH ED(2017)\FL-17347.5-6.dwg.42 I Q Q � X N W X 4n W a.w rm— O.W c D Oc Y 090 00 V W O V W Z N P Z N A `sue ..;� •o a , 41ew aw Q en A W fh A A Q V A .OW VN AN 4nN ' ' I I i �������, Z z No.43409 / 9.26.r7 PRODUCT: Docu—nte Prepared By: /��• � 0�• PLASTPRO INC. Lyndon F. Sehmldt I,-1 '• Cj`�� IA I z °1 T o FIBERGLASS DOOR P.E. No. 43409 o m !!lllllllllll� W`' '.Z.I 2 7 27 17 UPDATE TO 6TH ED. 2017 FBC JK PART OR ASSEMBLY: /tn BUILDING CONSULTANTS, INC. I_ 11 x of _ 1 04 l4 15 UPDATE i0 STH ED. (2014 FBC JK ELEVATIONS ✓ P.O. Box 230, VGlrteo, FL 33595 N) 0) A NO DATE 8Y Phone No.: 813.659.9197 REVISIONS FBPE C.A. No. 9813 0 Z01 4 R.W.Bu1LGING CGN9u LT s INC. E NOTE: B E 1.Spacing for item L 6"from each end and 3 more A. - C B equally spaced along side5te jamb 15 total). 47R.(r. •.�' e �'' _� �4� L O o. 2 Spacing for item L @head&sill:6"from each end,1 0.15"CSINK O centerline,2 additional at 3"8 4.5P from end�{ 0.15"OINK adjacent to door. �i.' g`-,F c N n 1 O v ///A1r* it �� u N o n m z° p SEE NOTE 1 • 7 �' • 7 _ ,� L D J C W V a � a> B _ E 9z _l\ .s L Z Cw ' $�' o '1a 10 n m p X a 9 9 $p D 40 �"' m �o 1-1/4"MIN. L 11 1 1-1/4"MIN. ] 1 EMB.(TYP.) 40 EMB.W.) n' SW N ovwi B 3 K Ix aN 1 HORRONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION EXTERIOR INTERIOR w o� $ Outswing shown(Inswing similar) $ Outswing shown(Inswing simtar) E 3 VERTICAL CROSS SECTION U a a $ Outswing shown(Inswing similar) 1 ° Lnfe a r a E v 00 in N 50 INTERIOR 40 g B L S _ 9 10 •S _ N o � z L L SEE NOTE 2 L N'z SEE NOTE 1 w1F 10/O8/14 0 4 11 EXTERIOR u swe N.T.S. 40 L 12 40 INTERIOR EXTERIOR c mr.ay: JK m' s 5 HORIZONTAL CROSS SECTION 6 HORIZONTAL CROSS SECTION M.rn: LFS rc s ��VERTICAL CROSS SECTION DRKWING NO.: $ Outswing shown(Inwmng s radar) 5 Inswing s rown(OuEWni g srtm ar n $ Outswing shown(Inswing similar) FL—17347.6 a SHM 5 OF 12 N i7 d A,OientAPlastpf0,Inc PERMANENT\A-Florida Product Appto°a AK-17347 Fibesglass Door-ImpaCFnOnimpaR\C-Druit ggs\FL•1734T 6TH ED(2017pFL•1734T5-6.dwg•61 V/ -n T I 7 aim W m o0 03 D s(d 010, a w� 43 °o n g a- S. a 0 Z ci CL vC c3 cm 3o Ew cA CL g3g O .t a s m I IA M T ! Z Q , m N go O a Q T T T m N m m a z PO wA _ NOm O . 2.4 1£ P° °p X1a+ ° oXn 10 ifO I.ZO7 A EMB.(IYP.) EMB.(TYP.) `111111RIf/q/' %'o` `J� �!•'VCFlftl�e'a� ��� G o.43409 c PRODUCT: Documents Pmpered s r�� PLASTPRO INC. Lyndon F. Senm FIBERGLASS DOOR �20t80C� `` g P.E. No. 434D8 �,� ��� l o m //fllillill�\ 2 7 27 17 UPDATE TO 6TH ED. (20I7 FBC JK PART OR ASSEMBLY: /� //BUILOINC CONSULTANTS. INC. X 1n 1 04 14 15 UPDATE TO 5TH ED. (2014) F'BC JK HORIZONTAL & VERTICAL J L•VY Q'O. Box 230. ,659V.tri o, FL 33595 Iw rn NO DATE B CROSS SECTIONS (iX BUCK) Phone No.: 813.659.9197 , R (SIONS FBPE CA. No. 9873 2016 R.W.GUItnIND cc..1LT-0 Inc. R,.\Menls\Plastpm,IncPERMANENT\A-Florida Product Approvats\FL-17347 Fiberglass Door-Impact•nonimpact\C-Drawings\FL-173476TH ED(2017)\FL-17347.5-6.dwg,72 n o 3fD �`n m o-° CO o N tp D oQQ. O °� ° 4 p 0 r.o; �m se.0 OgA CmX to ? . do^ 3Z n >A>_� Cr _i� Ua �n 3 m yOy a - ss. Yr V Z ( ji 0-x c 00 ova ' i v rn v m I p I � m m O to V W Q O m n In m M v° VA p 0T _ v. O•'n9 v n ° ysyQO v Sr - D CUP'V r .v ern o v 3 ° 3�O o Q Z o Z IO m a o. ° 1-X MIN. j EMB.(TYP.) M MI MIN. EMB.(TYP.) i $4 g PRODUCT: Documents Proporud By:// PLASTPRO INC. Lyndon F. Schmldt /// •.• Q�••••(%j���� FIBERGLASS DOOR P.E. No. 43409 'fQMA� ``�� ,oT 4 N 2 7 27 17 UPDATE TO BTH ED. (2017 FBC JK PART OR ASSEMBLY: el V BUILDING CONSULTANTS,(MC` v N M\ 1 04 14 15 UPDATE TD STH ED. 2014 T. JK NORIZON7A & VERTICAL CROSS (/Y P•O. Box 230, V°Irico, FL 33895 IN +• NO DATE BY SECTIONS tDIRECT TO MASONRY) Phone No.: 613.659.9197 REVISIONS FSPE C.A. No. 9813 13.0 16 R.W.BUILDING CDNDULTANTU IND. , R.'1Cients\Plastpro,Inc PERMANENT\A-Florida Product Approvals\FL-17347 Fiberglass Door-Impact-nonimpact\C-DM-Angs\FL-17347 6TH ED(2017)\FL-173475.6.dwg.82 1-1/4'MIN. 1-1/4"MIN. EMB.(TYP.) EMB.(TYP.) Z z I I� z . ° 1.4 �y A I ° PCPC m � z a N V I 1-1/4"MIN. EMB.(TYP.) 1-1 X MIN. EMB.(TYP.) IV • pf N ' ° a , OOC a 3 O� , 0 0 ° oy ° O � g �0 ®�10 O= �w COL a 0 CL S rn 00 n g=_a n .. o n , ca y y 3 / No.43409 1-1/4"MIN, `���- ,�. •?* EMB.(TYP.) 4.76 PRODUCT: D--ente Preparod 9y11 F P n PLASTPRO INC. Lyndon F. Schmidt �i�`,q•• .�OR10. ••• ���� I� = 3 o FlBERGLASS DOOR P.E. No. 43409 � � a)11A1. G`�� �I 2 0 /71 ////llllllllll y Do 2 27 17 UPDATE TO 6TH ED. (2017)F8C JK PART OR ASSEMBLY: "/1' BUILDING CONSULTANTS, INC. Ir V Ul 1 04 14 15 UPDATE TO STH ED. (2014)FBC JK VERTICAL CROSS t/l.�/(/ P.O. Box 23D, Volrieo. FL 33595 N NO DATE BY SECTIONS (THRESHOLDS) Phono No.: 813.659.9197 REVISIONS FBPE CA. No. 9813 0 2016 R.W.BlnlolNC CCN6ULT-6 INC. .. - is as 1 a 1.5 ;o•' m 1.25 MAX. MAX. MAX. 2 44 •O10 s' n E L. z' p =fit:t, �i * g 0=z E MIN. u$7 I MIN. =V:3 Z= m E MIN i �90 t' iii �.��'••...,, ..• ' a m�o C v U o z 4 Z U m c 0 Ix V LO c W 40 40 D 50 \ r�9 4 0 'm as`a p oz SEE NOTE 2 ry F EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR S i 4 VERTICAL CROSS SECTON �N y Shown Direct to Masorvg S VERTICAL CROSS SECTION1 VERTICAL CROSS SECTION o Outswing only w/4-9/16 jamb 9 Shown Direct to MosonrY y Shown D'vect to Masonry i o �o Double Door Only(NIA w/SideGtes) Outswingodyw/6A/16'jamb Outswing only w/6.9/16'jamb m W Note: N 8 1.Sidefite assembly screws located 6'from top and bottom a m N then 3 more equally spaced(5 total). 1rz E2 Spacing for item L•3°from each end and @ center line(3 total). o I _2 a a � Ef C ll `• $ U U o rr?Z 4 z _� 1qz INTERIOR ^+ it N N INTERIOR INTERIOR rn e N 40 50 iJl W M ° N �z s 1-1/4'MIN. U ; o EMB.(TYP.) ve t E N o v EXTERIOR a Z EXTERIOR EXTERIOR L E ""'Z r°� d� EMB.SYP.) SEE NOTE 1 huh-1-1/4"MIN. -F--10 08/14 Z EMB.(TYP.) scue N.T.S. o 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION r31 HORIZONTAL CROSS SECTION am.UY: d1c m a 9 Shown Direct to Mason 9 Shown Direct to Masonry a,K.BY: LFS 9 Shown Direct to Masonry Outswing only w/6-9/1'amb Outswing onlyw/6.9/16 lamb a Outswing only w/4-9/16"jamb g ) ) OR�N NC NO.: N Double Door Only(N/A w/Sidelites) FL-17347.6 0 sH Er 9 or 12 V a R.1Clienls\Plastpro,Inc PERMANENT\A-Florida Product Approvals\FL-17347 Fiberglass Door-Impact-nonlmpact\C-Drawings\FL-17347 6TN ED 12017)\FL-173475.6.dwg.102 0 K " J .77 r = 5 Re --+r I � I MAX.(tY � I1rP1 tea k W Z H 16"O.C. MAX.(TYP) ITYP) `tit\tllllli!/!!�'' SCiily/� G No.43409 xc ¢ Q PRODUCT: Documents Prepared By: W. r'1 F r7 PLASTPRO INC. Lyndon F. Schmidt II z o FIBERGLASS DOOR P.E. No. 43409 /,13S/QNAL ��� � v P 2 p !�!l/111111ttt « r 7 27 17 UPDATE TO 67H E0. 12017 FBC JK PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. Iv `T, !A 1 04 14 15 UPDATE TO STH ED. 2014) FBC JK P.O. Box 230, Valrico, FL 33595 N O A NO DATE BY BUCK ANCHORING RW Phone No.: 813.659.9197 REVISIONS FBPE C.A. No. 9813 " 0 2014 R.W.9UILOINO CONSULTANT©INC. I 49/16'JAMB DIRECT TO MASONRY JAMB(TYP.) m G� ���%%`t .. P (SEESHEEf9J - - — ^�� fq Fq % * Ii DIRECT TO 0 oaici �InIil�Io Q�:' .,vy�� T�p 1 '(TYP.) 11 M MASONRY O I�jI = '� t'�V,^u 4.(iYP.) (, 1X BUCK 4 o m 2XBUCK �^ �N�:9 z F'Q`" om I I I I 1 L 2XREINF. u n ^m �V' OJ�� a c a SEE HINGE c •• ��f(5 a 9 • DETAIL I '���i,••• ```��,` voi> 1 L 2X BUCK ° I '////ll*•Ltt�`` o on a0 z° m U N•: F ixBuCK I ; ' z ozcai a HINGE DETAIL I `o E° o m m v D DIRECT TO M 9/116'JAMB (12)#8xTPH (14)#BxTPH a n� 6,o L m MASONRY -- SELF-DRILLING SMS I HEAD&JAMBS N 6-9/16'JAMB 1 M DMRECTTOASONRY I SELF-DRILLNG SMS a1 c .Z m d a T IT1 I DI TO MASONRY G 1X BUCK j E -w p� JAMB(TYP.) — I S (SEE SHEET 9) L 2X BUCK V R 2X REINF. ) _ o SILL(iYP.) j SEE HINGE tpi- m ADASILL ) O 9 •• 9 DETAIL IR do z¢ D _ �C3 cc I HINGE DETAIL 2 t m Q aEno /��x —m" t7 O L. fWif �C /` Endura DLP am_ _ HINGEJAMB 2. 6" 3"(rrP.) T(TYP. 6"rrYp,) ASTRAGAL SCRL W LOCA710NS o l o e DIRECT a a (TYP) 4°(TYP-)� •) — l � MASONRYRY M a a E I I 1 1 I I l l I l ! I I Ix BUCK G o m' 2X BUCK F 7 o _� ASTRAGAL STRIKE PLATE IF �i 4 9 — JAMB N °o (1.19"x3.25') a,LL 13 n a L 2X BUCK — o. _ DIRECT TO O O N cn DF 1X BUCK (I — MASONRY c p DIRECTTO JAMB(TYP.) — W rn MASONRY (SEESHEET9) HEAD&JAMBS 8 (TYP.) _ _ _ ASTRAGAL BOLT DETAIL W w a ShBce Plafe @Head ly II o$ SILL(TYP.) J z s rADA SILL ) MULLION U a m g SILL(TYP.) (TYP.) L LATCH AND DEADBOLT DETAILS ^v o D D — 7 rl rr ! rr r— N_Z zDAM 10108 14 °z 3/8"0 BOLT HOLE N.T.S. 9 OxxO ASTRAGALBOLTDETAR ASTRAGALBOLTDETAIL M.m: JK m cwc or. LFS 3 ol,lswingThreshotd Inswing Threshold a FRAME ANCHORING TMIA71C No: HARDWARE DETAILS FL-17347.E o cSHEET 11 or 12 a BILL OF MATERIALS ���� REM! DESCRIPTION MATERIAL -- } .56" ``�.. ........... A I BUCK(G>=0.42) WOOD 7—•I B 2XBUCK(G>=0.42) WOOD �4.56"--y C 1 4"MAX.SHIM SPACE D i/4"PFH CONCRETE SCREW(1-1/4"MIN.EMB.) STEEL L `O` 00 MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI �--2.44"--�--2.13'A %V"' '�9- < c "' E CONCRETE AD THRESHOLD ,••.• � �� — F 1�/41"X03 3/4LLOW BLOCK PFH 0.CO OR ITWCONCRETERMING O ASTM SCREYV�O STEEL T POLY FIBER JAMB 24 VP ''��4�sfs1111 1111 T``�;��� o o m zc G 3/16"x&1/4"PFH ITW CONCRETE SCREW STEEL m N^7 I 1/4"X"/4"PFH ELCO OR ITW CONCRETE SCREW STEEL \o E m Z m°m s J #10 X 2"PFH WOOD SCREW STEEL \ o $ °o `o a L #10 X 2-1/7'PFH WOOD SCREW(].IS-MIN.EMB.) STEEL � . . `� V a m a m d a`um ^< M 3/16"X2-1/4"ITW CONCRETE SCREW STEEL a �c ? N 3/16'X 2-3/4"ITW CONCRETE SCREW STEEL I I I I o Z P 1/4"X 2-1/4"PFH 0.CO CONCRETE SCREW STEEL 1— 4.56" --I J. 4.58' —I S 3 a 1 POLY FIBER JAMB COMP. 20 INSWING THRESHOLD W 6 DOOR SWEEP PVC "' Endura(Z-Sedes) .'.r', 5d���� HOLD ts 7 WEATHERSTRIP[ENDURA FORCES) FOAM 2 p SIDELITE o B WEATHERSTRIP(Q-LON) FOAM En vs SIDE 9 #9 x 3/4"PFH WOOD SCREW STEEL. T— A ADAPTER zg w~ 11 4"X 4"HINGE STEEL I �`^ ; o 12 LATCH STRIKE PLATE STEELcDrr s' 13 DE:ADBOLT STRIKE PLATE STEEL 1`tw R 20 INSWING THRESHOLD ALUM/COMP F a a was 21 INSWING THRESHOLD W/SIDELREADAPTER ALUM/COMP �I o m E OUTSWING THRESHOLD ALUM/COMPP- 226' I 4S6' ce 23 OUTSWING THRESHOLD W/SIDELITE ADAPTER ALUM/COMP a a n 24 ADA THRESHOLD ALUM 21 INSWING THRESHOLD w/SIDEME ADAPTER OUTSWING THRESHOLD w/SIDEU►E ADAPTER Y><> 25 OUTSWING THRESHOLD ALUM/WOOD �UfO fZsedes) F"d�O RS. eal >>m 26 INSWING THRESHOLD ALUM/WOOD 27 INSWING THRESHOLD W/SIDELITE ADAPTER ALUM/WOOD 4.56" Vi r 4.57' 4 33 ASTRAGAL(DLP OR E•NDURA) ALUM i 40 DOOR PANEL N N in z 50 SIDEUTE PANEL W w o N y /��� N UTSWING THRESHOLD /l! L LLPWING THRESHOLD o Q w co - S. CONCRETE ANCHOR NOTES: DLP DLP 1.Concrete anchor locations of the comers may be adfusted to maintain the min. �o ?; edge distance to mortar joints. 1.75 8 Z Concrete anchor locations noted as MAX.ON CENTER'must be odlusfed to 1.7S' dd = maintain the min.edge distance to mortarloWs,addittond concrete anchors [--2.12• 'g may be required to ensure the"MAX.ON CEMER"dimerulon are not exceeded. o 3 Concrete anchor fable ^a o i.ANCHOR 'ANCHOR MIN MIN CLEARANCE. MIN.CLEARANCE i TYPE SIZE EMBEDMENT TO MA$ONRy 1O ADJACENT. 16'0 SUDE BOLT 5/16'0SLIDEBOLT °J—Z u z .,LEDGE .ANCHOR LY5, (2"THROW@ ! e c .. .. .. N (T THROW @ DATE 10/08/14 z ITW BUILDD( 3fIS" 1.1/4, S, 1-1 EACH END) EACH 64D o TAPCON My 1.1/4" Y" 4" ) scAm- N.T.S. ULTRACotP 1/4ELCO " 1.1/4' 1" C CONCEALED BOLT RETAINER F� mwa B+: JK m' l 4.57" cwc BY: LFS 3 WOOD SCREW INSTALLATION NOTES: �ASTRAGAL STIFFENER ENDURAASTRAGAL DwsWwc NO.: D: �./ 33 27 INSWING THRESHOLD w/SIDELLIE ADAPTER FL-17347.6 ° g 1.Maintain a minimum 5/8'edge distance,1"end distance,&I"o.c.spacing of OLP Utfimate Hurticane a P wood screws to prevent the splitting of wood, 7 DLP .v sa w 12 OF 12