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Hot 7opirs � Submit Surcharge Slats&Facts 1 Puhtirakions � FBC Staff � BCIS Site Map � Lima � Search f Florida Product Approval R tlSER:Public User p i .t,.»ntdtvice;•. y dha:vr.Yrakn Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL17347-Rl i Application Type Revision Code Version 2014 Application Status Approved Comments Archived 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@rwbidgconsultants.com Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. Las 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 © 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. 0 Validation Checklist-Hardcopy Received Certificate of Independence FL17347 R1 COI Certificate Of Independence pdf i Referenced Standard and Year(of Standard) Standard Year 1 101/I.S.2/NAFS 2002 AAMA/WDMA/CSA101/I.S.2/A440 2008 t ASTM E330 2002 TAS 201,202,203 1494 Equivalence of Product Standards Certified By i Sections from the Code i i Product Approval Method Method 1 Option D Date Submitted 04/16/2015 Date Validated 04/22/2015 Date Pending FBC Approval 04/24/2015 Date Approved 06/23/2015 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 17347.1.0 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, FI R1 AE EVAL 17347.1.od 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()D(or OXXO)Outswing/Inswing I Configurations up to Nominal 68 in Height Limits of Use Installation Instructions Approved for use in HVHZ:No FL17347 R1 11.Inst 17347.2.i)d 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 8'0 in Height Limits of Use Installation Instructions Approved for use in HVHZ:No FL17347 R1_11 Inst 17347.3.udf 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 17347.3.1)d Installation instructions and product particulars. L Created by Independent Third Party:Yes 17347.4 d.Fiberglass. Door "Non-Impact"Fiberglass Glazed Door-Double with or without Sidelites(XX or 0)0(0)Outswing/Inswing Configurations up to Nominal 8'0 in Height I.Jmilts;of Use Installation Instructions Approved for use in HVHZ-No FL17347 R1 11 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, FLI 347 RI AE EVAL 17347.4,1-) 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 I Configurations up to Nominal 6'8 in Height Limits of Use Installation Instructions Approved for use in HVHZ*.No FL17347 R1 11 Inst 17347.5.i?d 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.odf 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 _Wm�sf use Installation Instructions Approved for use in HVHZ-No FI17347R1_11 Inst 17347.6.pd 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 limitations, FL17347 R1 AE EVAL 17347.6.1)d installation instructions and product particulars. Created by Independent Third Party:Yes CI 17347.7 9.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 11 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 R1 AE EVAL 17347.7.nd 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 HVHZi No FL17347 R1 II Inst 17347.8.pd 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.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 17347.9 for any additional use limitations, FL17347 R1 AE EVAL.17347,9.1)d 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 TI Inst 17347.2 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 17347.10 for any additional use FL17347 R1 AE EVAL 17347.10.0f 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 R1 IT Inst 17347,11,I)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:NIA Evaluation Reports Other:See INST 17347.11 for any additional use FL17347 R1 AE EVAL 17347.11.pd limitations,installation instructions and product particulars. Created by Independent Third Party:Yes 17347.12 L Fiberglass Door Non-Impact"Fiberglass Opaque Door-Double with or without Sidelites()(X 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 J7347.12.ndf 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.r)d 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 6'8 in Height Limits of Use Installation Instructions Approved for use in HVHZ:No FL17347 Ri II Inst 17347.13.ndf Approved for use outside HVHZ-Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes R R W Building Consultants Inc. B Consulting and Engineering Services for the Building Industry {ti C P.O.Box 230 Vairico,FL 33595 Phone 813:659.9197 y Florida Board of Professional Engineers Certificate ofAuthorhationNo.9813 r: I �i N wi i! Product Sub Category Manufacturer Product Name Category Swinging Plastpro Inc' Glazed Fiberglass Doors Exterior Exterior Door 5200 W.Century Blvd. Doubles Doors Assemblies Los Angeles,CA w/or w/outsi Phone 440.969.9773 Inswing/Outswin -"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 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 Section 1609.1.2 of the FBC and does not require an impact resistant covering.This product meets missile level"D°and excludes Wind Zone 4 as.defined in ASTM El 996 and Section 1609.1.2.2 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 drawing FL-17347.6 require further engineering analysis by a licensed engineer or registered architect. 6. See drawing FLA 7347.6 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by TEL 01391140 ASTM E330-02 Testing Evaluation Labjnc. V.K.Wright TEL 01391141 ASTM E330-02 Testing Evaluation Lab.,lnc. V.K.Wright TEL 01391120 TAS 201,202&203-94 Testing Evaluation Lab.,inc. William B.Shelton,P.E. 2. Miami-Dade NOA Materials Testing 14-0423.16 Safiex®PVB Interlayer(Eastman Chemical Company) 3. Drawing No: Prepared last Signed&Sealed by No.FL-17347.6 RW Building Consultants,Inc.(CA#9813) Lyndon F Schmidt,P.E. 4: Calculations Prepared by Signed&Sealed by Anchoring RW Building Consultants, Inc. (CA#9813) Lyndon F.Schmidt P.E. 1Y�t�rrr,�a � 5. Quality Assurance � ` t` F' °rr° Certificate of Participation issued by National Accreditation and Management Institute,certifying that Plastpro Inc.is manufacturing products i within a quality assurance program,that empties with ISO/IEC 17020 and . 114- 6K Guide 53. ,M � 1 Lyndon F.Schmidt,P.E. FL PE No.43409 $ 4/16/2415 s Sheet 1 of 1 ; 6 pla' stpro 74°MAX OVERALL FRAME WIDTH 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 .. m 2. M l qq UNC; C v ? ZU S � NV ° GLAZED FIBERGLASS DOORS z X e X , 4 m e a DOUBLES a Q� wj or w/o SIDELITES A INSWING J 2 11UG 4 MPAcr, �� z GENERAL NOTES n 100 C 1. This product has been evaluated and Is 1482 MAX,OVERALL FRAME WIDTH in compliance with the 5th Edition(2014) Florida Building Code(FBC)structural requirements excluding the!'High Velocity --7e MAX.FRAME WIDTH——I--372S'. Io FRAME &� Hurricane Zone"(HVHZ). WIDTH 2. Product anchors shall be as listed and spaced as shown on detaiis.Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used In areas requiring wind bome debris protection this product complies = s with Section 1609.1.2 of the FBC and does not require an Impact resistantz 0 X covering.This product meets missile level"D"and excludes Wind Zone 4 as a X O S defined in ASTM El 996 and Section 1609.1.2.2 of the FBC. ' o ° N o y o l3 2 4. For 2x stud framing construction,anchoring of these units shall be the some as °� , that shown for 2x buck masonry construction. m sc 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 9 TABLE Of CONTENTS a SHEET# DESCRIPTION Qo 1 T Ical elevaflorns,design pressures 8 general notes 15ESI©N f+RESS[IRE 'DESIGN AftESSURE Z 2 Doo'&S&SkleH a anel detaiis MAK 'sa 3 Ute frame glazing s ails Ct?NFIG FRIjMi 1NStYiMG fNt DATa 10 8 14 4 Elevations Dt1V ErySfON _ s N.T.S. 5 Verflcal cross sections "x 82.8" M.er JK 6 Horizontal cross sections XX 74.0 +50.0 -50A +50A -50.0 s 7 Buck anchoring OXXO 148.5"x 82.0" acs.IT ifs 8 Frame anchoring d hardware details DIMING 14 0" 9 Bill of materiais and components FL—t 7347.6 strffr 1 OF 9 a 0.7' EXTERIOR 28 \i t/♦♦♦��s OX fl ' .J• � .,' �'i- •f',a:'' ,.,, to � ', f�__.� f . ,. AR atY.: .t�� i♦♦♦y♦t'••t�*,� S \\i\j`m��wggi Sin'. ............GAP{PVC) • lHINGESTILE(LVLINTERIOR LATCH STILE(LVL) ZN>_C p"�o>oggV m1p0 z Gl G2 TOP RAIL _ A (COMP.) ma c mp l _HORIZONTAL CROSS SECTION : N '`d 9z se 35,75'MAX.PANEL WIDTH 82 o G7 G2 m �a 2 EXTERIOR INTERIOR ' Eds _ 8 ` DGQITII !(IU(lWA1lEfAttE.. rmKSEF KNOB. SERB(400) 4- A DEA010M. SERU(880) f NANDLESET:7-SEI65(W)SCNIAGE DEADB= 'P'SmES(F80) Z KNOB: •P'SEBIES(FIC) '•' g y SGHLACE DEADBOU: T SEEIES(180/82) FOAM CORE � SEE DOOR LOCK KNOB; GIIIUS 10D C (POLYURETHANE- HARDWARETABLE YALE DEADBOM ON11MGLECYLINDER 1.9 PCP MIN.) �'•.' +2 $ FiBERGCASS SKIN $ (0.075'MIN.THY.) j g1 F PLASTPRO DOOR PANEL BOTTOM RAIL S4 P16WRO SIDELITE PANEL (COMP.) ^Z t0 /8/14 = saw M.T.S. Dft 6A JK m' SC" LFS a 3 r21 VERTICAL CROSS SECTION DUMR3 No. 2 FL-17347.6 c SIiEEf 2 OF » n `a 24 FRAME DTH 23.50"MAX.LIGHT ` FRAME WIDTH 9••• 20.5°MAX. 20.54"MAX. �' ^ D.L.O.WIDTH D.L.O.WIDTH �+'i * = wz a iWM •• = * % $gym � m xy°i _ rs O t e�j�1`� �L$ 5 0.: L a O �Lc9 � b `TV ° LL m a1T 5 o #7-19 X 1-3/4PPH O Q Z � SELF-DRILLING SMS ^� �o � to FJ #10 X 13/4"PPH SMS 6.71" W 0 1.59" ��-T m z R 0.84' ODL LRE FRAME � rl RSL UTE FRAME iL o I_ a � -- - z 1.S'—H •�� x Lt ODL!!TE fRAME RSL LRE FRAME 3A Numlrwm 38 PVC s �v DOW 995 DOW 995 0 STRUCTURAL *WERIOR SILICONE i/Z'GLASSBITE y 51W GLASS BITE HOT BUTYL E SEALANT 1-114"OVERALL GLASS THK. LL 1"OVERALI.GLASS iHK. (ADCO� � 1/B°ANNEALED GLASS EXTERIOR 4:; i!8"ANNEALED GLASS 0.090'SAFLEePVB 0.090"SAftEX®PYB NTERLAYER i gINTERLAYER `�— I1WANNEALEDGLASS 1/B'ANNEALED GLASSAIR SPACEPACE �1/8"TEMPEREDGLASS INTERIOR 1/0-TEMPERED GLASS z $ INTERCEPT SPACER aeL 10/8/14 SCREW CAP 1/T NON-GROOVE SWIGGLE wAm N.T.S.o #7-19 X 1-3/4"PPHw/DELCHEM#80 POLYSULFIDE SELF-DRILLING SMS #10 X 13/4'PPH SMS 311 1/B"BACKFILL DO.BY. JK m s nuc.at LFS e GsLAZING DETAIL GLAZING DETAIL °A`WN°µ8` ° G1 aDt LBe name G2 RSL LBe Fiume FL-17347.6 N sum 3 of 9 a I mawentAmstpro,Inc PERNANENTViodda Product App malsln-17347%C- 4.6 E+ �1 ii 1 1 1 to M1 P P iM1 1i1 djoP S71 � 41 to rD M Qr1 Q 0 r `� oQ o lZ P Z P X 4A t/t to YI P P i p� 4 i ♦� 'G�w:.',;,�1/ raj J *: T :* g PRODUCT: Daaimenb PrnPorW -. Mr� 1•r = `"` B PtASTPRO Lyndon F. Schmidt �� FIBERGLASS DDDR LY: K PREE. No. 43409 PART OR ASS6A8BUILDING CONSULTANTS. INC. v IA 1 /4 15 UPDATE TO STN E0. 2014 FOC JK ELEVATIONS tf 4 P.O. Box 230.Valrfoo, FL 37595 NO, O DATE BY Phone Nos 813.859.9197 REVISIONS FBPE CA. No. 9813 t i Q]2414 R.W.(W.1 0 CCN—TA—e 1— I to 6 C B rrrr'<<tru sti»�`�` c�to z C - oM C r° Zm&w � � p t d d o a S t - F a F '. rn s� V 4 --� 40 7 1 SEE NOTE 1 a z 40 7 Gs�z 50 1 a INTERIOR EXTERIOR 1 + d IMt3ttOR EXTERIOR INTERIOR EWERIOR 24 12/-2—"\ &1 go 1 VERTICAL CROSS SECTION VERTICAL CROSS SECTION 3 VERTICAL CROSS SECTION 5 ng s ng mar 5 Ruwln9 s(o':ursvang stmuar! 5 9 • ' ,` a" v'i 2X am CanstrucNon , J1XBuckCorshucttan 2XBuc Conafru tut, •'e' NOTE 1.Spacing for Nem J 0 head&sl1t:6"from each end, o 10 centerBns,2 addlNonal at 3"6 4J3 from end D & adjacent to door. 5VERTICAL CROSS SECTION ' INTERIOR DMIOR WRIOR EXTERIOR 3 I INTERIOR EXTERIOR INTERIOR EXTERIR a 40 50 _—� n rn d 25 22 SEE NOTE 1 50 y SEE NOTE 1 20 26 21 27 s? C 1 25 23 0 S b.. ' .b � b'• r .t �Q J �{ - .• .. • i .. .. ,p .. `' .. • •.. ,gyp;• p WE 10/8/14 i D s D b D D UAL- N.T.S. 9 rrxo,er. J!< m ax.ar LFS 3 s r4N VERTICAL CROSS SECTION S VERTICAL CROSS SECTION d VERTICAL CROSS SECTION 7 VERTICAL CROSS SECTION r>RMW 5 g sm 5 outTmng sm insmng sell inrmng sol FL-17347.6 o a S N � sxeEr 5 OF g 0 a E C F CSI K C0.15"St K E E CSINK D• , SEE NOTE f F :°•.. ,h, _ .e t EXTERIOR ' :r ' EXTERIOR rjJ a....,... '�• \\ >ri a (40 \\ z m 0 A. VV LL C a INTEMOR 50 lMERIOR 1 9 if 4 if f HORRONTAL CROSS SECTION /-2''\HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECflON shown(O�Gorj �b47fBu Coruhucticn 2nXc�C��uO`cuoiVhg '07y`� in"swlunhcs ioownsn uOcongmar as 02 � o f O.Ic K MINK nD 307 33 SEE NATE i 9 40 tOR M EXTERIOR , w, N ° z SEE NOTE T 9 IMERIOR INTERIOR ° '• n 11 40 J f2 40 z so U GM 1Q414 i NOTA S HORIZONTAL CROSS SECTIONHORIZONTAt CROSS SECTION souk N.T.S. t s own sw n sm�i n g al 4 HORIZONTAL CROSS SECTION on,W. JK m ).Spacing for item J:6"from each and b g d g s own Ouf, n-7s m�lcu and 3 more a ua (Stwwn wiout atnfoTcemant) gg QQ Std@6te Jamb 15 totaij.aced otong b TX Buck Con*ullu fou '�' ' wwwo FL—17347.6 a sir 6 nF 9 g t R:\OFeM8XF1asVro,Inc PERMANeMRorWa Product APP mMfl-1734AC-Drfwings\Cunent�FL-17347.5-.8.dng,7.6 �i ti i! fi 'i • • 4 i �s a x � X i •o.G. t►iNl MAX(n'P) ws k as Z G7 A'3 'O -fl Y a 0 i B'O.G. - 'PYP MAX PP) v % ��-�*: ►x.43409 � R 4 PRODUCT: De ..,ft rnPonb er r�. P(AS7PRO Lyndon F. Schmidt -•" ••`'• ''• �� FlBERGLA55 DOOR P.E- No. Z O �/�1ltr�ffVl44TwT�1�1A . W X m PART OR ASSEMBLY: XCW BUILDING CONSULTANTS, INC. !� -N 3t-C V1 1 14 75 UPDATE TO 51'FI E0. 2014 FBC JK P.O. Box 250,Yafriea, FL 33595 !� Ch 4' NO DATE EIY BUG(ANCHORING Phone No.: 813.859.0187 REVISIONS FBPE Ca No. 9813 0 20 14 R.W.9UIl —CCN—Ta IN6. _ __ _ _ enFnln x.•``111 *, `�,�i�� a°(TTP.) .j (VP I I� i i G 6. 1X BUCK SEE HINGE r �j i 1 t I 1 DETAIL i 2X BUCK fa 2X REINF. 0 F 2X BUCK 4 9 O h —_ —L ,�,��~• `••,�```,` r'>' W �. � .-.._�. •.. ....•• yah D IX$UCK -0- HEAD *? ',t�rrll•1II111`��,, o o p�a U •; ca X 4 HEA P.) HINGE DETAIL T E m z S c U T • (12)#BxTPH (14)#SxTPH 3 13 96 5W X X CS SELF-DRILUNG SMS SELF•DRILUNGSMS '�dfln 11 G 1X 6 SEE HINGE V o BUCK f I DETAIL 2 �y? V� 2X BUCK Maj d 2X REINF. SILL f P.) 9 9 1010 jI =a HINGE DEWL2 HINGE JAMB �f f 0 m Endura DLP :L 3" ) m p) 5'm p•1 ASTRAGAL SCREW LOCATIONS p c ^1 a gyp') 1 1 t i 11 1 1 I I 1 1 1 ASTRAGAL STRIKE PLATE -- (1.19"0.25') P g 0 F 2X$UCK �� . 13 D 1XBUCK — ` O z o HEAD S.JAMBS 8 N (TYP•) — ASTRAGAL BOLT DETAIL pq O X X O Strike Plate @ Head , 1 et 12 K cJ MUWON`^+— � �Z SILL(TYP.) (TYP) 0.) LATCH AND DEADBOLT DETAILSc D ( ( ) ) ( ( ( t t'( 318'0 BOLT HOLE 'z ASMGAL BOLT DETAIL ASTRAGAL BOLT DETAIL wm 1018114 n Outswing Threshold insuring Threshold sr„r• N.T.S. M.an JK m PS HARDWARE DETAILS o°`Na `3 FRAME ANCHORING "AFL Na 2 FL-17347.6 a s� 8 aF 9 0 a BILL OF MATERIALS ��,1 REM• MATMAL pESCR1IR10N 4S6"—.^-- �, .•''...... --�� --� M. B 2X FRAMING(G>=0.42) WOOD T .•... •••,: 456" B 2X BUCK G>=0.42) WOOD C 1/4"MAX.SHIM SPACE ^ _-M1 " ^ Z D 1/d PFH CONCRETE SCREW(1-i/4"MIN.EMB.) STEEL n E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE 2.44" —213 24 ADA THRESHOLD .11 '•• F #10 X 2-1-1/2"PFFH W1 OR HOLLOW LOCK OOD SCREW 11.1ING TO ASTM 15'MIN.EMB.)C90STEEL 1 pOLYFtEER IAMB D� '��trrr 4itttt t%�, $ 0 z G 3/1b"PFH CONCRETE SCREW(1 1/4"MIN.EMB.) STEEL L a x Z.4 J #10 X 2-1/2"PFH WOOD SCREW STEEL ` E A z m o K #10x2"PFH WOOD SCREW STEEL M #B X 7 PH SMS STEEL �_ T \I m or a I POLY FIBER JAMB COMP. v 4 5 2X REINFORCEMENT (G-0.55) WOOD I v 6 DOOR SWEEP PVC 4.56"-—moi 4.5ba vis 7 WEATHERSTRIP JEND URA FORCE 5 FOAM INSWING THRESHOLD oUIS22 WING THRESHOLD B WEATHERSTRIP(4-LON FOAM 20 Endura 1Z Se4es) Endura)t-Series)a 9 #9 x 3/4"PFH WOOD SCREW STEEL 21" SIDELTE g 1 I A"X 4"HINGE STEEL SIDELITE ADAPTER o 12 LATCH STRIKE PLATE STEEL ADAPTER z 13 DEADBOLT STRIKE PLATE STEEL C3 "a 20 INSWING THRESHOLD ALUM/COMP m 21 INSWING THRESHOLD W/SIDELITE ADAPTER ALUM/COMP FT oa 22 OUTSWING THRESHOLD ALUM/COMP 123 OUTSWING THRESHOLD W/SIDELITE ADAPTER ALUM/COMP I cl cl 24 ADA THRESHOLD ALUM 4.56" f� 4.56" n 25 OWSWING THRESHOLD ALUM/WOOD INSWING THRESHOLD wl SIDELITE ADAPTER OUISWING THRESHOLD wl SIDELREADAPTER 26 INSWING THRESHOLD ALUMIWOOD 21 (z ) 23 (L Series) 5 m 27 INSWING THRESHOLD W/SIDELITE ADAPTER ALUM/WOOD 33 ASTRAGAL(DLP OR ENDURA) ALUM 40 DOOR PANEL 4.56" I 4.57' 50 SIDELITE PANEL z OU/SWtNG THRESHOLD tNSWtNG THRESHOLD 2S DLP 26 DLP �u 5 CONCRETEANCHORNOTES: 1.Concrete anchor tocaHons at the comers may be adjusted to maintain the min. 175" edge distance to mortar jotnts. 2.Concrete anchor t.Whs noted as"MAX.ON CENTER"must be adjusted to 1.75• 0 217' maintain the min.edge ddance to mortorJoink oddiftonai concrete anchors may be nsquked to ensure"MAX.ON CtNTER"dmenstan are not exceeded. ^p 3.Concrete anchor table: m :..::::::ilii iMIN:.CLEA'RA' CE:i'..MINi:EIEARAtICi 2 U ANCHOR ANCHOR MIN 5/16"0 SLIDE BOLT ¢ TO MASONRY 7tIADJACENj 5f 16"0 SUDS BOLT E ( STZE EMBEDMENT THROW (2"1HROW® a1mE 1018114 i b .. .::-............................ .........#LIGE........:... ......ANsrtlk........ EACH END r rtw 9 ILD Ex ani" 1.1 4• a" 1-t ) EACH END) scue N.T.S. TAPGONe 114* 1-14 7 4" L ' ELGO BOLT RETAINER Duro.W., X m S t/4" 1-tf4" 1" 4" CONCEALED 4.57' .' cm of. LFS 3 ULTRACONe STIFFENER DROM NO., WOOD SCREW INSTAUA71ON NOTES: ASTRAGAL ENDURA ASTRAGAL 33 33 INSWING THRESHOLD W�EUIEADAPIER F1 7.6 t.Maintain a m1nimum 5/6-edge mitance,rend d�stance,.a 1•o.c.spacing of DLP UlNmafe Hunk'ana 2� UP a wood screws to prevent the spWNng of wood. sNEU 4 OF 9 9 i�