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Florida Building Code Online Page 1 of 4 Professiopall BCIS Home ( Log In I User Registration Hot Topic Submit Surcharge Stats&Facts Publications I FBC Staff I BCIS Site Map I Links I Search I Florida WN r (g Product Approval I �R USER:Public User e , Product Approval Menu>Product or Application Search>Aoplication List>Application Detail i I FL# FL17347-RI Application Type Revision Code Version 2014 Application Status Approved Comments Archived Q Product Manufacturer Plastpro Inc./Nanya Plastics Corp. Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES,CA 90045 (440)969-9773 Ext16 rickw@rwbldgconsultants.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@piastproinc.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies I Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer © Evaluation Report-Hardcopy Received i 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 FL17347 R1 COI Certificate Of Independence.pdf Referenced Standard and Year(of Standard) Standard Year 101/I.S.2/NAFS 2002 AAMA/WDMA/CSA101/I.S.2/A440 2008 ASTM E330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code File C®r https://www.floridabuilding.org/pr/P _app_dti.aspx?param=wGEVXQwtDgsRyNwiNWDr... 2/5/2018 Florida Building Code Online Page 2 of 4 Product Approval Method Method 1 Option D i Date Submitted 04/16/2015 Date Validated 04/22/2015 Date Pending FBC Approval 04/24/2015 Date Approved 06/23/2015 Date Revised 08/13/2017 Summary of Products 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 R1 II Inst 17347 1pdf 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 17347.1 for any additional use limitations, FL17347 R1 AE EVAL 17347 1 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 68 in Height Limits of Use Installation Instructions Approved for use in HVHZ:No FL17347 R1 II Inst 17347 2pdf 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 R1 AE 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 ST in Height Limits of Use Installation Instructions Approved for use in HVHZ:No FL17347 R1 II Inst 17347.3.pdf 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 R1 AE EVAL 17347.3.odf installation instructions and product particulars. Created by Independent Third Party:Yes 17347.4 d. Fiberglass 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 R1 II 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 R1 AE EVAL 17347.4.odf 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 R1 II Inst 17347.5.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 17347.5 for any additional use limitations, FL17347 R1 AE EVAL 17347.5.1)df installation instructions and product particulars. Created by Independent Third Party: Yes 17347.6 f. Fiberglass Door "Impact"Fiberglass Glazed Door-Double with or without Sidelites(XX or OXXO)Outswing/Inswing Configurations up to Nominal 68 in Height Limits of Use Installation Instructions Approved for use in HVHZ:No FL17347 R1 II Inst 17347.6.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 I https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsRyNwiNWDr... 2/5/2018 Florida Building Code Online Page 3 of i4 ! Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 17347.6 for any additional use limitations, FL17347 Rl AE EVAL 17347.6.1)df installation instructions and product particulars. Created by Independent Third Party: Yes 17347.7 g. Fiberglass Door "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 RI II 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 limitations, FL17347 RI AE 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 Rl II Inst 17347.8.oddf, 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 R1 AE EVAL 17347.8.odf installation instructions and product particulars. Created by Independent Third Party:Yes 17347.9 i. 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 R1 II 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 R1 AE EVAL 17347.9.1)df 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 R1 II Inst 17347.10.0f 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 FL17347 R1 AE EVAL 17347.10.odf limitations,installation instructions and product particulars. Created by Independent Third Party:Yes 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 Rl II Inst 17347.1l.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 17347.11 for any additional use FL17347 R1 AE EVAL 17347.11.odf limitations,installation instructions and product particulars. Created by Independent Third Party:Yes i 17347.12 1. Fiberglass Door "Non-Impact"Fiberglass Opaque 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 RI II 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 FL17347 R1 AE EVAL 17347.12.odf limitations;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 68 in Height Limits of Use Installation Instructions Approved for use in HVHZ:No FL17347 Rl II Inst 17347.13.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes https://www.floridabuilding.org/pr/pr�_app_dtl.aspx?param=wGEVXQwtDgsRyNwiNWDr... 2/5/2018 Florida Building Code Online Page 4 of' I Design Pressure: N/A Evaluation Reports Other:See INST 17347.13 for any additional use FL17347 R1 AE EVAL 17347 13 Ddf limitations, installation instructions and product particulars. Created by Independent Third Party:Yes 17347.141 n.Fiberglass Door "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 R1 II Inst I7347.14.Ddf 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 17347.14 for any additional use FL17347 R1 AE EVAL 17347.14.odf limitations,installation instructions and product particulars. Created by Independent Third Party:Yes 17347.15 o. Fiberglass Door "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 R1 II Inst 17347.15.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 17347.15 for any additional use FL17347 RS AE EVAL 17347.15.Ddf limitations,installation instructions and product particulars. Created by Independent Third Party: Yes 17347.16 p. Fiberglass Door "Impact"Fiberglass Opaque 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 R1 II Inst 17347.16.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 17347.16 for any additional use FL17347 R1 AE EVAL 17347.16.Ddf limitations, installation instructions and product particulars. Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 i The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement I 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 I 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 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 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: M Credit Card Safe https://www.floriciabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsRyNwiNWDr... 2/5/2018 37 S MAX. 7625 MAX.OVERALL FRAME I N �p�````` * .. /�I�i, plastpro OVERALL 37.S MAX 3725. m FRAME WIDTH �FRAMEWIDTH I FRAME �. yy t• M 5200 W. CENTURY BLVD. � `� _ as Z LL LOS ANGELES, CA 90045 m ''�•, ............. o M m Z Z ++ 1 I11%r aN.. X - O Q ; Q gZ oZ�- GLAZED FIBERGLASS DOORS 10 0 �m oa \ @a< 'maa� SINGLES 0V a 9 w/ or w/o SIDELITES �Z c 3d INSWING/OUTSWING "IMPACT" IISMAX.OVERALL FRAME WIDTH 37.25'MAX. 37.5 MAX. oo z GENERAL NOTES FRAME WIDTH�rFRAME WIDTH'I 1. This product has been evaluated and is in compliance with the 5th Edition(2014) TE a N w E�„ Florida Building Code(FBC)structural requirements excluding the"High Velocity -j Hurricane Zone"(HVHZ). �E 0 o 03 x o w Ir 2. Product anchors shall be as listed and spaced as shown on details.Anchor z a a embedment to base material shall be beyond wall dressing or stucco. Z LL 3 O X O O 0 �m 3. When used in areas requiring wind bome debris protection this product complies 'o with Section 1609.12 of the FBC and does not require an impact resistant 'o d covering.This product meets missile level"D"and excludes Wind Zone 4 as s defined in ASTM El996 and Section 1609.1.2.2 of the FBC. Li V) b 4. For 2x stud framing construction,anchoring of these units shall be the same as o that shown for 2x buck masonry construction. t•s-I)- -I I--15 V) 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. " MAX DESIGN INSWING PRESSURE(PSF? DESIGN;PRESSURE;(PSO; o CONfIGURgiION FRAME JAMB O.UTSWING g TABLE OF CONTENTS REINFORCEMENT U SHEET# DESCRIPTION p[MENSfON,.: POSITIVE_. NEGADVE. POSHTtrE NEGATIVE' m I Typical elevations,design pressures&general notes X 37.5 x 82 0" N/A +50.0 50.0 +50.0 -50.0 < a F pa 74.75"x 82.0" N/A +35.0 -40.0 +35.0 -35.0 o N 2 Door&Sidelite panel decals a� � 3 Lite frame glazing details = 4 Bevations Ox/XO 75.5"x 82.0" 1x +40.0 -45.0 +40.0 -40.0 z 5 Vertical cross sections 76.25"x 82.0" 2X +50.0 -50.0 +50.0 -50.0 DAM 10 8 14 1.0 6 Horizontal cross sections 112.0"x 82.0" N/A +35.0 -40.0 +35.0 -35.0 ; 7 Buck anchoring DING. N T S � 8 Frame anchoring&hardware details OXO 113.5"x 82.0" 1X +40.0 -45.0 +40.0 -40.0 °hC BY: JK m aEw err: LFS 3 9 Bill of materials and components 115.0"x 82.0" 2X +50.0 -50.0 +50.0 1 -50.0 DRAWING NO.: � s� ?FL-17347.5 0 s iEu 1 OF 9 N b 0- - % 0.4"—� r 0.7" EXTERIOR 28" \\\Q�`` _ 4" !, i umi v. __• yy a•.Q—Z t. n LOA: z q{- in CAP(PVC) HINGE STILE(LVL) OR ' LATCH STILE LVL CAP(PVC) ;;t .`.� ''//////FF*1 L1���\\\ o roi m z° 4t] TOP RAIL z o Z u (COMP.) u g 1 HORIZONTAL CROSS SECTION a m m d a fi n �a € � oZ••p' yy Li ,.y.,•. . d Is a: 35.75'MAX.PANEL WIDTH � ,,• '.v D o NO ao �� v GlG2 doa EXTERIOR INTERIOR o 0 m a o Sh = >> R ZJZ 'm a N 3 3 • En z DOOI2LOCKHARDWARETABLE In FOAM CORE a SEE DOOR LOCK MANUFpCNRER INODEL (POLYURETHANE- •�' w HARDWARE TABLE KYBKSET KNOB: SERIES(400) 1.9 PCF MIN.) t: DEADBOIT: SERIES(660) •e.•: c !? SCNLAGE HANDLE SET:-rSERIES(F60) FIBERGLASS SKIN •'� i $ DEADBOLT: "F"SERIES(F60) (0.075'MIN.THK.) m Z SCHIAGE KNOB: 7SERIES(F10) Z DEADBOLT: V SERIES(B60/62) a U PLASTPRO DOOR PANEL YALE KNOB: CIRRUS 100 C BOTTOM RAIL 40 :' •''F o 0 (COMP.) ° DEADBOLT: 8M SINGLE CYLINDER '-z 50 PlAS1PR0 SIDELRE PANEL DEXTER BY KNOB: J54 DATE 10 8 14 = SCHLAGE DEADBOLT: JD60 state N.T.S. DM.ar: JK m s ax Bo LFS 3 2 VER77CAL CROSS SECTION DRAN7NG NO.: rc 2 FL-17347.5 a 0 N M SFEEf_L OF 9 y . r FRAME W MAX 23W MAX.LIGHT `%�Q.•'" /i m FRAME WIDTH a � 2Y 20.5"MAX. 20 50 MAX '�' t'J� D.L.O.WIDTH D.L.O.WIDTH N; z :f % i% d DO O /��' *111\��`\ o rag m z° 0 m d aT #7-19 X 1-3/4"PPH SELF-DRILLING SMS W #1 O X 1-3/4"PPH SMS v � 0.71" oo wa E. �i IP) T II (TYP.) 0.w F� o ODL LITE FRAME ` RSL LITE FRAME i Z z } 1.86" (D 1.5' ODL LDE FRAME 3A Aluminum 3B RSLCLITE FRAME o DOW 995 DOW 995 cq 0 STRUCTURAL STRUCTURAL GLASS BITE B N 3A SILICONE 5/8"GLASS BITE HOT BUTYL SILICONE 1/7' F SEALANT 1-1/4"OVERALL GLASS THK. �i 1"OVERALL GLASS THK. (ADCO) EXTERIOR EXTERIOR ;}. . 1/8"ANNEALEDGLASS k � 1187 ANNEALED GLASS a 0.090"SAFLEe PVB INIERLAYER 0.090'SAFLEX®PVB NTERLAYER i I/8"ANNEALED GLASS 1/8"ANNEALED GLASS a A AIRSPACE AIR o INTERIOR I/B"TEMPERED GLASS INTERIOR 1/8"TEMPERED GLASS _Z o INTERCEPTSPACER a+TF- 10 8 14 = SCREW CAP 1/TNON-GROOVESWIGGLE o 47-19 X 1-3/4"PPH w/DELCHEM#80 POLYSULFIDE sc&L, N.T.S. m SELF-DRILLING SMS #10 X 1-3/4"PPH SMS 3B I/B"BACKFILL DM.era UK s Cwc BY: LFS 3 2 GLAZING DETAIL GLAZING DEfA1L ONAWNC NO" a G� ODLUteFrame G2 RSLLiteFrame FL-17347.5 n n S7M 3 OF 9 N I R:\Gents\Rastpm,Inc PERMANENTXHodda Product 4provats\R-17347\C-Drawings\Cunent\FL-17347.5-.B.dwg,4.5 w W II m Z N rr p O i w N N V w p i I O 1� to 1r o.w m E n N XO� •wV z �^ w Cn rr p 0410 w� w ao inQ O gn E ^� � N� N p N N X tna O wu+ 0l O Z w OD E V w� O Q N W ED d 1 ww `�����F�SCHM�O L . N0.43409 ¢¢ gg Yi�•.r� R f� � Q PRODUCT: Doeumerds Pnvaraa,HY•i ./20RID.. � PLASTPRO Lyndon F. Schmidt ��i P•• ��� IA o FIBERGLASS P.E BERGS DO . No. 43408 Q1 PART OR ASSEMBLY: r� BUILDING CONSULTANTS. INC. v rC{ V1 1 14 15 UPDATE TD STH ED. 2014 FBC JK ELEVATIONS P.O. Box 230. VGIrIca. FL 33595 A NO DATE BY Phone No.: B13.659.8187 REVISIONS FBPE CA-IN-. 9813 ®201 4 R.W.HutuotNo COHaulTwr+Te iNc. , I II i D E D E D E J\\\A. • ..°' ..°. ..° . Z /•'••.• J \ a•a m A I B B II/i/ �c•1 �\�� z ar w o C 4It % o n z U=p= ___ U :... ...... .n..:' L L W C c C u m OIL g —d a F a o ma a� F xf, q0 7 SEE NOTE 1 E o z oa q0 7 Pn z 50 to z 1 0�j INTERIOR EXTERIOR 1 0 j INTERIOR EXTERIOR INTERIOR EXTERIOR 6 N 1 VERTICAL CROSS SECTION 2 VERTICAL CROSS SECTION 3 VERTICAL CROSS SECTION 5 InsaingshownlOutswfngsimilar) $ In—nVCown Outswngsim7ar) 5 InswingshownjOutsvnngsimBar 2X Bucckk Construction 1X Buck Construction 2X Buck Cor ction NOTE: a 0 1.Spacing for item J @ head&sill:6"from each end, 1 @ centerfine,2 additional at W&4.5'from end D o "'• adjacent to door. /B"\VERTICAL CROSS SECTION INTERIOR EXTERIOR 5 INTERIOR EXTERIOR ADASiII INTERIOR EXTERIOR INTERIOR r EXTERIOR '� 50 z � o 6 25 22 SEE NOTE 1 50 N SEE NOTE 1 of 21 27 � 20 26 25 23DATE' z 0 � 0 D D D D �10N.T.S. m er JK S oiv_er. LFS 3 4 VERTICAL CROSS SECTION 5 VERTICAL CROSS SECTION VERTICAL CROSS SECTION 7 VERTICAL CROSS SECTION ow wu,� p e ° 5 Inswing sill 5 Out swing sill $ Inswingsill 5 Inswing sill FL—17347.5 � sir 5 of 9 E F r MINK C'SI K C E E C �`C'SINK A D �.' z 7 D '��� % 7 7 ///AA EXTERIOR ° EXTERIOR 1111 ►) �,v �_x z ° z o Amc°w ID 0.15" C J mp d oa D C'SINK \� N"' 'm a`a� 1 V D a `m 9 INTERIOR n D e M 9 INTERIOR J 9 11 12 9 11 7 EXTERIOR rn 1 HORIZONTAL CROSS SEC1 ON 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION o 6 Ins vnng shown Ou sw ng similar 6 nsw ng shown Outswing similar 6 Insvnng shown Outswing similar c m "z 2X Buck Construction 2X Buck Construction 1X Buck Conshuction J �F m FFU Z 1 w �U O 0.15' C E ag �N C'SINK .. m M ox 1 a INTERIOR o SEE NOTE 1 50 F 7 12 G m x J � 40 9 �m // 4 HORIZONTAL CROSS SECTION EXTERIOR D _ EXTERIOR 6 Insw,ng shown(Outswing similar) 1 X Buck Construction J J INTERIOR J INTERIOR a• ' SEE NOTE I 9 11 !e: m 50 50 50 7 6 HORIZONTAL CROSS SECTION 7 s $ 5 HORIZONTAL CROSS SECTION 9 ��B Eck to Back ambs�ng similar) EXTERIOR m 6 In n shown uu%Wng s m Jar) a g < 2X Buck Conshuction w o m 0 0 o 'Z m �F DATE.- 1018 14 i sauF N.T.S. J INTERIOR J own.er. JK m' NOTE: SEE NOTE 1 J 9 11 12 M SEE NOTE 1 CHK W. IFS ; s 1.Spacing for Item J:6"from each end 40 40 NO a and 3 more equally spaced along 7 HORIZONTAL CROSS SECTION rB,HORIZONTAL CROSS SECTION F_17347.5 v s' sidel'ite jamb(5 total). 6 Insving shown(Outswing simlar 6 Iruwing shown Ouf%ng simila w n 2X Jamb Reinforcement 1 X Jamb Reinforcemenf srM 6 OF 9 I R:\Gents\Plastpro,Inc PERMANENT\Flodda Product Approvals\Fl-17347\C-Dmwings\Cunent\FL-17347.5-.B.dwg,7.5 < .[,'•. 2 I ' an 16"O.C. I I m,P) MAX.m.P)�����-111 I � I A � a % ` S rpir C C n z a z n 16'O.C. �P)� G) MA1c ITMPI .; a•. S g° O c C Z X O - A I `�4t111111777j7 16"O.C. `. V6FJ'18F'••, �i� MAX.(T ) R1P1Z No.43409 Y�4�s 4 PRODUCT: Document.Prepared PLASTPRO Lyndon F. Schmidt �i, ,!2o1.... •O`��� FIBERGLASS DOOR P/.E�. No. 43409 ��i zpNAlt \�%% PART OR ASSEMBLY: K BUILDING CONSULTANTS, INC. V In --, 1 14 15 UPDATE TO 5TH ED. 2014 FBC 7 e/lJ P.O. Box 230, ValAco, FL 33595 Ul NO DATE BY BUCK ANCHORING Phone No.:l 813.859.9197 REVISIONS FBPE CA. No. 9813 C 2014 R.W.BLU-No Co...--.INa. i I I , R:\Olents\Plastpm,Inc PERMANENT\Florlda Product Approvals\R-173471C-Dmwings\Cum:nt\FL-17347.5-.B.dwg,0.5 • m o � � ov 91 O.C. —I—--I fn6P) I MAX,(TYP) In I I — � I I — 3 - - T A 0 0 a 14,O.C. 6„ 0 Ifob` — MAX.(TYP) ITYPI _ z b� — I I I ml `R V,O.C. 6" 1 MAX•(TYP) (n PI a: •e d 39.06"FROM TOP Z5'� OF JAMB 'n In o � 0 n N ^ o w XX X pX X m � m X a C3a _ _ _ 0 ?� T 7C 7< T]C •0 31.19'O.C. 9.31"FROM = I` (TYP.) TOP OF JAMB i m \II111 SCHjyco rn �''G,� x � _ Z T No.43409 N m r m G ,'di./ 0 q PRODUCT: Doeum.nta ar.panw By: ••, R t�. PLASiPRO Lyndon F. Schmidt �/j Rom '•0 I °2 FIBERGLASS DOOR P.E. No. 43409 �i, j�" 1 I � Im L o Z o i��/jNA111110 W -i PART OR ASSEMBLY: �/� BUILDING CONSULTANTS, INC. .4 x Ln _. 1 14 15 UPDATE TO 5TR ED. 2014 FBC JK r/1��P.O. Box 1230. Valrico. FL 33595 ° FRAME ANCHORING Ln NO DATE BY & HARDWARE DEFAILS Phone No!: 813.659.9197 REVISIONS FBPE CAI No. 9813 ®2014 R.W.BUILDING CDNSULrANrS INC. I I BILL OF MATERIALS 4.56' .�. Tmsnn iT . 4.56" r►FAa 2XFRAMI MATTRUL (� �:A 2X FRAMING(G>=0.42) WOODZJ=i"' B 2XBUCK(G>=0.42) WOOD t! Z�C IN MAX.SHIM SPACE D 1/4"PFH CONCRETE SCREW(1-1/4"MIN.EMB.) STEEL 2 44" 213 m 24 ADA THRESHOLD � D•.MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACIDLP '�� ""E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE T POLYFIeERJAMB �i�itTT t o rai mi _—F #10 X2-1/TPFH WOOD SCREW(1.15"MIN.EMB.) STEEL � x z d G 3/16"PFH CONCRETE SCREW(1-1/4"MIN.EMB.) STEEL \ E m Z J #10 X 2-1/2 PFH WOOD SCREW STEEL \ o o a [� s 9 W h � aNg =°_ M #10 X 7'PFH WOOD SCREW STEEL a m a a 1 POLY FIBER JAMB COMP. E o`z ��- 5 2X REINFORCEMENT (G>=0.55) WOOD I I I 9 6 DOOR SWEEP PVC F- 4.56" 4.56" Ia 7 WEATHERSTRIP(ENDURA FORCE 5) FOAM INSWING THRESHOLD n OursWING THRESHOLD 9 #9 x 3/4"PFH WOOD SCREW STEEL 20 Endura(Z-Series) `2 Endure(ZSeries) 11 4"X VHINGE STEEL 2.1' SIDEUTE o 12 LATCH STRIKE PLATE STEEL SIDELITE ADAPTER 3 13 DEADBOLT STRIKE PLATE STEEL ADAPTER �yz 20 INSWING THRESHOLD ALUM/COMP CD 21 INSWING THRESHOLD W/SIDELITE ADAPTER ALUM/COMP IN 22 OUTSWING THRESHOLD ALUM/COMP w �" 23 OUTSWING THRESHOLD W/SIDELRE ADAPTER ALUM/COMP o m 24 ADA THRESHOLD ALUM I I o 25 OUTSWING THRESHOLD ALUM/C16 OMP 4S6 F� 4.56" �I &I a J; 26 INSWING THRESHOLD A LUM COMP D DE ADAPTER OUTSWING THRESHOLD w SIDEUTE ADAPTER INSWING THRESHOLD w SI [1TE A APTE ' Y} 40 DOOR PANEL 21 Endura(ZSedes) L° Id.(ZSeriesI m 50 SIDEUTE PANEL w N Z 25 OUISWING THRESHOLD 26 INSWING THRESHOLD Q DLP DLP 9 CONCRETE ANCHOR NOTES: 1.Concrete anchor locations at the comers maybe adjusted to maintain the min. $ edge distance to mortarlolnts. _ 4,Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to o Fes---•2.17 Z maintain the min.edge distance to morforJoInts,additional concrete anchors I I ¢ z maybe required to ensure the"MAX.ON CENTER"dimenslon are not exceeded. F 3.Concrete anchor table: MIN CLEARANCE MIN ttEARANGE s ::i�ANCHOR ANCHOR: .1111N TQ MASONRY TO ADJACEN( 'Z o TYPE SITE. FJNBEDMENT DATE 10 8 14 z ....:. ....... .....1Y SM L,. N.T.S. 0 a ITW BUILDEX 3/16" .114" 3" 1.1 TAPCON° t/4" 1.1/4" 2" 4" I owc.er: JK m' ELCO 4.5T' -i S ULTRACOtf 1/4• 1.1/4" 1" 4" f3 CHYL o�_LFS DRAMWOOD SCREW INSrALLA7ION NOTES: ^INSWING THRESHOLD w SIDEME ADAPTER FL—7 7347.5 ° s 1.Maintain a minimum 5/8'edge distance,]"end distance,3 1•o.c.spacing of DLP o p wood screws to prevent the splitting of wood. SHUT 9 of 9 n a -Miami-Dade County Page 1',of 1 Miami-Dade County Building Product Information fo N.O.A. 16-0714.03 N OA `�" • 16-0714.03 (library/productcontrollnoa116071403.pdf) Superseded_By 17-0630.05 File Status Superseded File Classification High velocity hurricane zone Category Windows Subcategory Double Hung-Single Hung Material Vinyl-PVC Applicant PGT Industries. Inc. (pc-result detail apaaso?app alias=101544) Expiration_Date July/30/2020 Impact—Rate Large and Small Missile Impact Maximum_Design_Pressure_Positive 70 Maximum_Design_Pressure_Negative 110 Description Series"SH-5500"PVC Single Hung Window-L.M.I. Green—Sustainable—Attributes NONE For a detailed description on the File Status,click the NOA File Status Key.(/building/pc-result key app.aso) Page Last Edited:Wed Jan 25,2017 10:40:27 AM MIAMNaO►DE i File Copy http://www.miamidade.gov/building/pc-result_app.asp?RdNOA=16-0714.03&BasicS earch=... 2/5/2018