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' F,,,, h,4- boo r �n BCIS Home ; Log In User Registration Hot Topics Submit Surcharge ! Stats&Facts ! Publications Contact Us SCIS Site Map I Links j Search Florida r �Product Approvalre USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL17347-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived El Product Manufacturer Plastpro Inc./Nanya Plastics Corp. ' �OpaVn� Address/Phone/Email 5200 W CENTURY BLVD. 045 co LOS ANGELES,CA 16 r44w@rwb dgconsul69-9773 tants.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 LO 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 12/31/2019 Validated By Ryan J.King,P.E. , Validation Checklist-Hardcopy Received Certificate of Independence FL17347 R2 COI (a)Certificate of Independence odf Referenced Standard and Year(of Standard) Standard Yaa 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 Eauiv (b)Equivalency Of Standards pdf i 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 F Model,Number or Name Description 17347.1 a.Fiberglass Door n Non-ImpcWVn Fiberglass Glazed Door-Single with or without Side]]tes ,,PX 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 17347.1.12_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 17347.1 for any additional use limitations, FL17347 R2 AE (b)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 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 I7347.3.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 (lb)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 R2 II (b)Inst 17347A.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)Eva]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 R2 II (b)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 R2 AE (b)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 6'8 in Height I R R W Building Consultants, Inc. Consulting and Engineering Services for the Building Industry 1/V(j W ( B C P.O.Box 230 Wrico,FL 33595 Phonc 813.659.9197 Florida Board of Profcssioual Engineers Certificate orAudiorization No.9813 ReporlMo.: F D4 7-j4 7. p ion-1 epo' t Prigdtte-?-El '.`JR Dqte. ' Sepenib1017 J Product Sub Category Manufacturer Product Name Category Plastpro Inc. Glazed Fiberglass Doors Swinging Exterior 6200 W.Century Blvd. Singles Doors Exterior Door Los Angeles,CA w/or w/out Sidelites Assemblies 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 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 bome debris protection this product is required to be protected with an impact resistant covering that complies With FBC Sections 1609.1.2&R301.2.1.2. 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-17347.1 require further engineering analysis by a licensed engineer or registered architect. 6. See drawing FL-17347.1 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by TEL 01391144 ASTM E330-02,E331-00 Testing Evaluation Lab.,Inc. V.K.Wright TEL 01390244 ASTM E330-02,E331-00 Testing Evaluation Lab.,Inc. V.K.Wright TEL 01390410 ASTM E330-02,E331-00 Testing Evaluation Lab.,Inc. V.K Wright TEL 01391120 TAS 201,202&203-94 Testing Evaluation Lab.,Inc. William B.Shelton,P.E. 2. Drawing No. Prepared by Signed&Sealed by No.FL-17347.1 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. G I-IV No 43409 *Ltl -:0 STAT E Lyndon F.Schmidt,P.E. FL PE No.43409 ........ 9/2512017 Sheet i of I I ast oLi Ao _ ttsMAx.ovtRALLFRAME WIDTH _V:� � * �•J-Z 4 37.25 MAI(. 37S MAX. N O 5200 W. CENTURY BLVD. FRAMEwtDm��FRAMEwiDm'1 ��;; Z `y`� LOS ANGELES, CA 9004572 ""' . > > 111 111111•% n z U N •: GLAZED FIBERGLASS DOORS � --__ ;�o Eo SINGLES "° J °a N a D+n 6cm ? 0 X o 0 4� maa� W/ or w/o SIDELITES o E z INSWING/OUTSWING (, li L1 Ll "NON-Immo I m Z~ GENERAL NOTES o 1. This product hos been evaluated and is in compliance with the 6th 0Z Edition(2017)Florida Building Code(FBC)structural requirements c(ni J a excluding the"High Velocity Hurricane Zone"(HVHZ). W w 2. Product anchors shall be as listed and spaced as shown on details. a " W Anchor embedment to base material shall be beyond wall dressing �l 0 $ or stucco. o E X a . x x . O a a a. o c o 0 3. When used in areas requiring wind bome debris protection,this x x} 2. product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2&R301.2.12. 4. For 2x stud framing construction,anchoring of these units shall be the X OX XO 4 some as that shown for 2x buck masonry construction. N N U) m5. Site conditions that deviate from the details of this drawing require o further engineering analysis by a licensed engineer or registered Garchitect. � TABLE OF CONTENTS o� $ a .. DESIGN PRESSURE PS DESIGN PRESSUREfPSF 1 SNEETti DESCRIPTION PTION MAX. JAMB o INSWING OUTStNlNG CONFIGURATION FRAME ., >> 8 1 Typical elevations,design pressures&general notes REINFORCEMENT 2 Door&Sidelite panel details DIMENSION POSITIVE. NEGATIVE POSfTIVE NEGATIVELLj F 3 Lite frame glazing details X 37.6'x 82.0" N/A +47.0 -47.0 +47.0 -47.0 v i 4 Elevationsa o 74.75'x 82.(Y' N/A +35.0 -40.0 +35.0 -35.0 5 Horizontal cross sectionsz 6 Horizontal&Vertical Cross Sections 2X Buck) OX/XO 75.5"x 82.0" 1 X +40.0 -45.0 +40.0 -40.0 a z o° Z 7 Horizontal&Vertical Cross Sections(1X Buck) 76.25"x 82.0" 2X +50.0 -50.0 +50.0 -50.0 DATE 10 08/14 Z 8 Horizontol&Vertical Cross Sections Direct to Masonry) scat: N.T.S. ° W 112.0"x 82.0" NIA +35.0 -35.0 +35.0 -35.0 9 Vertical Cross Sections(Thresholds) DWG.sr JK m' 10 Horizontal&Vert cal Cross Sections(D'uect to Masonry) OXO 113.5'x 82.0" i X +40.0 -45.0 +40.0 -40.0 CHK-BY: LFS 3 11 Buck anchoring 115.0"x82.9' 2X +47.0 -47.0 +47.0 -47.0 DRAmec NO.z Ir 12 Frome anchoring&hardware details FL-17347 1 ° 0 13 Bill of materials and components 91UT 1 Dr 13 6 Fv W�Clients\Plastpro,Inc PERMANENT\A-Florida Product Apprcwh\FL-17347 Fiberglass Door-Impact-nonimpact\C-Drawings\FL-17347 6TH ED(2017)\FL-17347.1.2.Avg,21 79.25'MAX.PANEL HEIGHT N� N A O O 2 10 Cl T ^ o m r— N� Z N 0 �n s fn O m P•�• Q�tpI O O p�• i i. (� tow 0 O O o zN RR �". � EiR o • `o 0 � ay II s � N � tR n � A ? 0 n0 ='yam ZDr^ N �� `Z m lO vD_ � 1 a N m 1.2" O ``�NtI11Ury�F SCH v••N0.43409'O�'''''' T o PRODUCT: G°aurrronta Prepares ey:,� "� fn m PLASTPRO INC L radon F. Schmtdl �: RZOR1t1t,•.:'����� IN I c 1 p FIBERGLASS DOOR P.E. No. 434091 �0SSS 7O1VAL;e, —2 -77r2-77-17 UPDATE TO 6TH ED. 2017) F8C JK PART OR ASSEMBLY: �Q�/��BUILDING CONSULTANTS. INC. C l0\ 1 0-4714/15 UPDATE TO 5TH ED. 2014) F8C JK DOOR & SlOELITE J I•t/Y P.O. Box 230. Volrtco, Ft 33595 IL+ - NO DATE BY PANEL DETERS Phone' No.: 813.65 9197 REVISIONS FBPE.C.A. No. 9815 0 2014 R.W.BUILDING CONSULTANTS INC. k-\Cjjents\Pjastpro,Inc PERMANENINA-Florida Product Appro niTs\FL-17347 Fiberglass Door-Impact-nonimpacK-Drawings\FL-17347 6TH ED(2017)1FL-17347-1*2-daS 11 65.88"MAX,LIGHT FRAME HEIGHT 63.13'MAX.D.L.O.HEIGHT Do (We Go 60 —6.5 m 0 10, ro 0.57' 65.86'MAX.FRAME HEIGHT 63"MAX.FRAME HEIGHT 7 C1 a0 0 12.75'O.C.fTYP-) iii 10.5'{Typ.} 0 Ca >! rm 7 D is 09 00 z az 0 iz m m II 0 G) 0156" ... .... ... . No.43409 PRODUCT: Documi�m—lo ProPomd By %0 2 FLAbrPRO INC Lyndon F. Schmidt 1A ........ FIBERGLASS DOOR P.E. No. 43409 �,1110 % (2 7)FjlC BUILDING CONSULTANTS. INC. i4 Co t 7 27/17 UPDATE TO BTW ED. (2017)F Co 2 EO. BC JK PART OR ASSEMBLY:P' 0 1 04 14 1 UPDATE TO RTW Fn 17D141 FErU JK P.O. 8;. 230. VoIrIco. FL 33595 I �4 ' �i-r- ( LITE FRAME Phone!No.: 813,659,9197 LW — NO DATE REVISIONS BY GLAZING DETAILS FBPE C.A. No. 9813 - Cj 201 4 R.W.BUILDING CONSULY-0 INC- RAClients\Piastpro,Inc PERMANENT\A-Florida Product Approvals\FL-17347 Fiberglass Door-Impact-nonimpact\C-Drawings\FL-17347 6TH ED(2017)VL-17347.1.2.dwg,4.1 I OW'O� CD o� v 4 m "d .o N O•A DDA z _ .OW VA OC% 0 O V �A ON ODN VN OWN A� •O� Q •O N � � P A DD m O M Od O 9 OZNOS CryA NN �O A O P W Otr "p° VN CW V N d CW CfW VW o.W OI N i!1 'Bel Fyr Ir l OX p SON PA ODA Z a •Q W �0 V A �V O G P N OD N �O Ch V N CD N CD W V W C+W N0.43409 PRODUCT: Documents Prepored ey:/ 'r3 A PLASTPRO INC Lyndon F. Schmidt �.O_'• �•Q�%•' (3���� I \ FIBERGLASS DOOR P.E. No. 43409 //i, /QNA�• ���� a � -7/2-771-7111111111 o W'' y m 2 UPDATE TO 6TH ED. 2017)FBC JK PART OR ASSEMBLY: �K BUILDING CONSULTANTS, INC. I_ V y\ f0-471-471-5 UPDATE TO 5TH ED. 2014 F6C JK J 1. P.O. Boz;23D. Volrico, FL 33595 W NO DATE BY ELEVATIONS Phone No.: 813.659.9197 REVISIONS FBPE C.A. No. 9813 ' 0 2014 R.W.OU-IND Co NouLTANTc INC. I 1 1 1 �\'OAC;• �!0�.� "' n4 1 Nil= J L =N., z - — 50 9 INTERIOR 50 INTERIOR 50 /' ���� I I I P m``�\ u N o z z Dza amgto -- y Odra � 4 0W Q SEE NOTE 11 L L SEE NOTE 1 9 11 EXTERIOR 40 12 EXTERIOR 40 SEE NOTE 1 2 HORIZONTAL CROSS SECTION 8 i,HORIZONTAL CROSS SECTION ng 40 C o z $ outswing shown pnrng smiles) 5 Back to Bock]ambs�� m� �a� �1 HORIZONTAL CROSS SEC17ON zo c Back to ack Jambs 5 pu ng shown 1 s mnar R, r Zw o, IXJambReintwcement �S m 0, NOTE: S 1.Spacing for item L:a from each end and 3 more am =ir equally spaced along sidelife jamb(5 total). GI ti o KF E 2 a a 1 5 1 1 5 1 1 4 1 >;m E L L L L L L �m n o INTERIOR 7 Q50 INTERIOR 7 50 W W o 9 I un �il W 6 R. a a0. d >> z 8 w L n^a 3 SEE NOTE 1 9 ETQERIOR 12 SEE NOTE T EXTERIOR 12 J SEE NOTE 1 0 0 5 HORIZONTAL CROSS SECTION 40 40 40 N^Z z 5 outswing shown pnswing sunuor) �1 HORIZONTAL CROSS SECTION 4 HORIZONTAL CROSS SECTION DATE:10/08/14 2X Jamb Reinforcement 5 Outswng own Inswing s 'lor 5 Oul—'ng shown hawing Sew) souE: N.T.S. 0 2X]amb Retnfwcement IX Jomb Reinforcement MCI BY, JK m cwc 6T: LFS 3 6 DRAWING NO.: s FL-17347.1 0 SNEEF 5 OFT 3 N g a R,ACllents\PWstpm Inc P-cRMANENT\A-Flwida Product ApprovalSVI.-17347 Fiberglass Ooar-impact-nanimp d\C-Dmwings\FL-17347 6TH EO(2017)\Ft-17347.1-2dwg 61 I -oa 20 o a `(a'm v^ tl C 3 0 3 o e o 0 � g C 0 00 3 oQ .04" o om a�F' 3 ' M ' o m c v N P W to � �Ui O 7Zc O S O H c 0 z n 06 F/V/ ° U3 /�\ ..{^—, 9 N z Ti -{0 ° ° v m rp y Eli z m o- � Cw �Z O v. lttt ` Pia A A d O o4 0 70 a _ ° Z �F r a A Q v r~ �o Qz a M o .ydD _ °• �_� r 0.15'C-SINK h 4.15'C-SINK � n° �j ``,���lttttttttttt� PYP) r- 1-11b°MIN. ��� Y�. CHMr�}��. n EMB.(TYP.) �~`1 Y,.'aCFJ98,a'•••� "r„ i' NN0.4341391-1/4"MIN. Z 4/ EMB.PP.) PRODUCT: Documents Prop—d Din �•••.'��`„°'+ PLASTPRO INC. Lyndon F. Schm{dt /i ,p,•`�L ,, (��� r g No. 434139FIBERGLASS DOOR P.E. Itt 0(dJ� I 0 1 ttllttttl>>� W ;z 2 7 27 17 UPDATE 70 6TH ED. (2017) FEC JK PART OR ASSEMBLY: •-K�7 BUILDING CONSULTANTS, INC. 4' 'A iq i 4 14 15 LIPOATE TO 57H ER. (2014 FEC JK L/l�-1/1! P,O. Box 230, Voltico, fl 33595 Its X - NO DATE BY CROSS SECTIONS (AL ZX�BUCK) VY Phone No.: 813.899.9197 REVISIONS FBPE'C.A. No. 9813 0 2016 R.W.BUILDING CONUULTANT®INC. A E Q C m 1 C F „ '; N vo �V e •T[ �'Qom-�t` " E ° E N t z° 4;°O�" 'o F 4, _aV_©�O _ ] A z ry ] 40 V Iw S G O C W a WVatn) ��rm INTERIOR C ^w z a m d a 4 ^< G • vv '` y o e . E c� c vii I✓ ] T o rNh' W i r Y ° as EXTERIOR INTERIOR �m rYX 9 ExrERIOR 27 G A zcc o " 9 o arz g t-I/4"MIN. 4 VERTICAL CROSS SECTION �� �r S EMB. NUN. 11 40 EMB•(TYP•) ] Shown w/1X wb buck `�L5 W zw I Outswing shown(Inswing similar) a m ,N K-1 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SE �I o =o E ] Shown w/ X sub-buck ] Shown w/1X sub-buck F o Outswing shown(inswing simBor) Outswurg shown(Inswing:7y aEm8FpIn� n a 5U (n A — C z>>a o a NOTE: o c 1.Spacing for Item L 6'from each end and 3 more ° SEE NOTE 2 L 50 z equally spaced along sidelife jamb(5 total). 1 m a 2.Spacing for Item L @ head&A:6"from each end,I SEE NOTE 1EXTERIOR INTERIOR @ centerrine,2 additional at 3"&4.5"from end a m adjacent to door. z `azo 1 A 5 VERTICAL CROSS SECTION oats 70108114 I-1/4"MIN. 7 Shownw/IXwb-buck Scu.E: N.T.S. i TYP. EMB. Outswing shown(Inswing sirruar) 02 ( I Mr..BY. J1< o 3 HORIZONTAL CROSS SECTION CHIC.BY: LFS 3 3 ] Shown w/1X sub-buck BRnwtxc W.: a Oufswing shown(Inswing similar) FL-17347.1 m 0 CN sxEET 7 or 7 3 ,� a 1 _ � �• z �' o p:J==n D 0 D . ° �� y`� omm °a v E • .`° ° ' ° e ''�///111.111\\r`\`,` 0 of .i m -- -- - ---- ° o °U A x 3 IIA a INTERIOR 40 ° C �— $—gid-- o t Q. vTO 0: E S R ° 7 1 0� 9 I7CTERIOR EXTERIOR INTERIOR opo c U 9 27 M zoo �o 11 1-1/4"NIN. 4 VERTICAL CROSS SECTIONEn E �� 1.1/4"MIN. B.(IYP.) EMB (�) 0 Shown Direct to Masonry 8 Outswing shown(Inswing similar) < z z 2 HORIZONTAL CROSS SECTION g own D'uect to Mosonry o �� 1 HORIZONTAL CROSS SECTION oufswing shown(Inswing similar) E of ow E 8 Shown Direct to Masonry i s a a xrn c Outswing shown(Inswing similar) 1 O D »m o ° D E ° ° u° • N CnN g V p z W W Q _N C LL O OO O NOTE. 1.Spacing for item L•6"from each end and 3 more ' SEE NOTE 2 L equolly spaced along sidelifejamb(5 total). 2.Spacing for Item L @ head&sk 6"from each end,1 a ®centertine,2 additional of 3"&4.5•from end EXTERIOR INTERIOR N d N O .z adjacent to door. 50 L N Z a Z SEE NOTE 1 ° e VERTICAL CROSS SECTION DATE:I0/08Z14 a 1-1/4"MIN,���_^ 8 Shown Direct to Masonry sr",�• N.7.5. ' 2 EMB PYP.) Outswing shown(Inswing similar) DM BY: JK m 3 HORIZONTAL CROSS SECTION a+K.ar: Ll s a g J; Shown Direct to Masonry ORA*=N.: 10 t Outswing shown(Inswing si nilar) o N f� SBEET8 OF T 3 G d R1Clients\Plastpro,Inc PERMANENTVI-Florida Product Apprcyals\FL•17347 Fiberglass Door-Impact•nonimpacl\C-Drmings\EL-17347 6TH ED(2017)\FL-17347.1-2.dv4 91 1-1 X MIN. EMB.(M.) EMB. MIN. _ • •) To OOTo m O Iib zo In rA , p7�C 5.rn �n ' .; A 0 o O • I0 171 c , O Z � P N V ' 1-1/4"MIN. EMB.(TYP.) 1-1/4"MIN. EMB.(TYP.) N N . W r • z IO ,a A n I r„ v H T • n;0 o am �I 'a a •O W , I p3 C c CL D i ' OO Ic n • ' o CL '- s9. n W 70 p. 9°o' 0 fI66 A O fn in 3 H • O. Z O• `111111111///// FIL AD No .43409 1-IMMIN. * ;* EMB.(TYP.) m 5 PRODUCT: Doeumanm ProParod By:��� �1`� PLASTPRO INCLVE""... yndon F. Sehmldt rr�•'••!20taCt �(j`;�� 3 o FIBERGLASS DOOR P.ENo. 43409 rrjrsd'/��AL11\� o \ /////111111111 y 2 7/-27777 UPDATE TO 6TH ED. (2 !7) FEC JK ART OR ASSEMBLY: �K�/��BUILDING CONSULTANTS. INC. IV A (n\ 1 04/14/15 UPDATE TO 5TH ED. 2014 FN JK VERTICAL CROSS e/I�YU P.O. Box 230. Volrico. FL 33595 L NO DATE BY SECTIONS (THRESHOLDS) Phone!No.: 813.659.9197 REVISIONS FBPE C.A. No. 9813 0 2016 R.W.BCILDINo CDNsuLTANT9 INC. � IX z^ 1.5' MAX. — MAX. E`o; T 1= MAX, r•q o :, ci n Q � 1.25" E —'$i' MI 2, =V:u ; * �' \ MIN. I Z . y N:7 z' �'O^vi m ,� � MIN. O ,: � ~Z_°u o�'i n ����/III•IIp1l\\\\ o z° C' �Z m aN •• C d - r \ a o 00 40 4O 1 7 ] SO (p 1 INTERIOR a CD e s \ o o:a c m V 50 E. 9 Z �w EXTERIOR INTERIOR SEE NOTE 2 o .3d a EXTERIOR INTERIOR EXTERIOR INTERIOR N a Z 6 VERTICAL CROSS SECRON VERTICAL CROSS SECTION 10 Shown Direct to Masonry 1p Shown Duect to Masonry 1 VERTICAL CROSS SECTION Outswing only w/4.9/16'jamb Outswing only w/6.9/16'jamb 10 Shown Direct to Masonry o NOTE Single door only(N/A W/S'deGtes) Outswing only w/6-9/16'jamb EXiER�R �� E Mttni � �� £ I.Spocing for item L:6"from each end and 3 more SEENO 1E 1 1-1/4"MIN. w z o equally spaced along s delite iamb(5 total). EMB.(TYP.) a m N� CS�HORIZONTAL CROSS SECTION �� K 00 ° 2.Spacing for item L @ head 8 sill:6"Nom each end,l @ j Q Shown Direct to MasonrX 3z= 2. centerline,2 additional at Y&4,S from end adjacent Outswing only w/6-9/16 jamb o w 'c to door. a a rz C 1 1 C �, C 1 1 C „m U U ��— INTERIOR `^ n a g 40 40 N R DD D A Q d O `* INTERIOR _D j N 40 40 N o0 M e I'I y o a 1-1/'"MIN. D a IIIc � % i 8 EMB.(TYP,) I mug= #-- ( E ) \' EXTERIOR E a// E `D °/�_ E`J 'l EXTERIOR a 1-1/4'MIN, 1-1/4'"MIN, M 1-1/4"MtN. DAYE.-70/08/14 2 EMB.(TYP.) EMB.(TYP,) EMB.(TYP.) srxc: N.T.S. �1�HORIZONTAL CROSS SECTION r2 yORIZONTAL CROSS SECTION �3�HORIZONTAL CROSS SECTION 4 HORIZONTAL CROSS SECTION Dwc.ere JK m' 10 Shown Direct to Masonry 10 Shown Direct to Mason 10 Shown Direct to Masonry 10 Shown Direct to Masonry CHK.BY: LFS & Outswing only w/4-9/16'jamb Masonry Outswing only w/6-9/16'lamb Outswing only w/6-9/16'jamb DPAW945 NO.: 9 Y j Outswing only w/4-9/16'jamb N Single door only N/A W/Sidelites FL-17347.7 s 9 Y Single door only(N/A W/Sidelites) N sNEcr 10 or 13 G a R1Cllents\Plastpro.Inc PERMANENT\A-Florida Product Apprmals\FL-17347 Fiberglass Door-Impact-nonimpact\C-Drawings\FL-17347 6TH ED(2017)\FL-17347.1.2.dw%11.1 i m x IX � v Co A A 0 X `Co O to k � 3 C X p +� z C1 �� Z 16"O.C. (TyP) `Z MAX.VYP)��'� 3w v 3 c �} Z `�pnnrrnl�� 16"O.C. )TYP) `�� V,.•'vCENBF'•.1` ���� MAX.(TYPj / Z No.43409 PRODUCT: Dxuments Prepared B.� '1 Y PLASTPRO INC Lyndon F. Schmlldl �i� ''OII„R10�:�•���� FIBERGLASS DOOR P.E. No. 434091 P y —2 -772-771-7 UPDATE TO STH ED. 2017 FBC JK PART OR ASSEMBLY: �+K�(��BUILDING CONSULTANTS. INC. 704/14/15 UPDATE TO 5TH ED. (2014) FBC JK BUCK ANCHORING r/1�(/p P.O. Box 230• volrico. FL 33595 Iw NO DATE BY Phone'No.: 813.659.9197 REVISIONS I FBPE C.A. No. 9813 ' 2014 R.W.BUILDING CDNGULTANT3 INC' o I 4-9/16"JAMBDIRECTT AMB(TYP.) P (S EEf 10J 3"(TYP.) 6"(TYP.) ```��� Awl L 2X BUCK ��• z' �?Q` u ` �mn F 1%BUCK a a % �'•. 1 D- DIRECTTO- L 2X BUCK 6 9/IG _ o �i� •.-....- ��� j>°n m D JAMB a i�/ ����� t o m o HEADI&JSAOAANBRSY F 1XBUCK DIRECTTO O�m �1111111TT m u n o z -- - (TYP.) - - D DIRECT TO MASONRY 0$d 13 o 'v v i z? MASONRY JAMB(TYP.) ---- - --- -�- a to o-m-�w M 4-9/16"JAMB HEAD&JAMBS (SEE SHEET 10) o O DIRECT TO N a N n L m (TYp a masa _ N 6.9/16'JAMB ) J BACK-TO BACK " IMXABSURY a z CK DIR T TO MASONRY G JAMBS a F JAMB(TYP.) L w/REINF. 2X BUCK ° aw SILL(TYP.) (TYP.) �? �" 2X REINF- 8 d �(SEESHEET 10) _ O "' o O ADA SILL I �r ME ADA SILL ONLY :Q SILL(TYP.) i D D 12 of za 0 LATCH AND DEADBOLTDETAILS 0 X XO/OX �� Ly. 0 _ DIRECTTO P O am a � r 3"(TYP.) 11 M MASONRY �+ o 43 E 4"(TYP.) 1X BUCK SEE HINGE o X II �� G 2X BUCK DETAIL I & E I I I I I I I I 1 L 2X REINF. 8 L 2X BUCK 6.9/16" N 9 9 c)o - JAMB o 4 m F IX BUCK j BACK-TO-BACK DIRECT TO ^" 4 DIRECT TO JAMBS MASONRY HINGE DETAIL 1 N N V) D MASONRY - L w/REINF. JAMB(TYP.) _ DIRECTTO W y_ HEAD 8 JAMBS (TYP.) (SEE SHEET 10) U (TYP.) 11 All MASONRY p a SEE HINGE e� _ _ t G 1XBUCK � oo 2X BUCK DETAIL 2 $ • L 2X REINF. 1 5 0 _ SILL(TYP.) �j 1i ADA SILL I SILL(TYP.) O 9 • • y m w = TrlD D ^po m 1 ( HINGE DETAIL 2 HINGE JAMB z DAM 10/08/14 i OXO SCAM N.T.S. DwG.BY: JK m' HARDWARE DETAILS GHx fff: LFS 3 FRAME ANCHORING DRAWING NO- FL-17,347.1 D_FL-17347.1 0 sHar 12 o 13 N l rc BILL OF MATERIALS r 4S6" ITEM 0 DESCRR'UON MATERWL T— _ + et Q� •' v°'i A IX BUCK(G>=0.42) WOOD B 2X BUCK(G>=0.42) WOOD C 1/4"MAX.SHIM SPACE D 1 XX 2-3/4"PFH ELCO OR ITW CONCRETE SCREWSTEEL 2'44" -I--213'° o F ` MASONRY- PSI MIN. `C_ E 301 OR HOLLOWBLOCK CONFORMINGCONCRETE ASTM C90NFORMING ACI CONCRETE T POLY FIBER JAMB ''''����zzr11I1 p 1��`````` z(5;Z F 1/4!'X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL m u N o Q ---G-- 3/16"x 3-1/4"PFH'ITW CONCRETE SCREW STEEL �!0 - o=E m m m-9 --- ' I 1/4"X 13/4"PFH ELCO OR ITWCONCRETE SCREW STEEL ;, vr' 3 d rcw m J #10 X 7'PFH WOOD SCREW STEEL a s m d a 4 X L #10 X 2-1/7'PFH WOOD SCREW(1.15'MIN.EMB.) STEEL E g Z M 3116'X 2-1/4"ITW CONCRETE SCREW STEEL N 3116'X 2-3/4"ITW CONCRETE SCREW STEEL 1- 4.56" -I 4.56" o a Q P 1/4"X 2-1/4"PFH ELCO CONCRETE SCREW STEEL 20 INSWING THRESHOLD 0 1 POLY FIBER JAMB COMP. Endura R�edes) ` 4 1 X REINFORCEMENT (G>=0.55) WOOD 21" 24 ADA THRESHOLD I o „r 5 2X REINFORCEMENT (G>=0.55) WOOD SIDEUTE DLP zo 6 DOOR SWEEP PVC ADAPTER 7 WEATHERSTRIP(ENDURA FORCE 5) FOAM 9 #9 x 3/4"PFH WOOD SCREW STEEL w ao 0 I t 4"X V HINGE STEEL - �' a� en 12 LATCH STRIKE PLATE STEEL m 13 DEADBOLT STRIKE PLATE STEEL O 20 INSWING THRESHOLD ALUM/COMP 4.56" w 21 INSWING THRESHOLD w/SIDELITE ADAPTER ALUM/COMP INSWING THRESHOLD w SIDELRE ADAPTER Fes—4.58' l a � 22 OUTSWING THRESHOLD ALUM/COMP 2T Endura(z-Ser es) �„\OVISWING 7HRESHO[D g 23 OUTSWING THRESHOLD w/SIDELTTE ADAPTER ALUM/COMP Endura(zdedes) 24 ADA THRESHOLD ALUM in v v 25 OUTSWING THRESHOLD ALUM/COMP 4S6" `_' SIDEUTE T 26_ INSWING THRESHOLD ALUM/COMP ADAPTER - 40 DOOR PANEL N N e7 50 SIDELTTEPANEL � y Z5 O L11ING THRESHOLD I I o 0 CONCRETE ANCHOR NOTES: F+ 4.56" �-{ a 1.Concrete anchorfocations at fire comers maybe adjusted to mointain the min. a a u edge distance to modarjoints. z f�OEWING THRESHOLD w/SIDELITE ADAPTER 2.Concrete anchor facolians noted as"MAX.ON CENTER'mustbe ousted to L �� `f Endura(z-Seder) w maintain the min.edge distance to mortorjoinfs,additional concrete anchors z p may be required to ensure the•MAX.ON CENTER"dimenslon are not exceeded. n=a .4 3.Concrete anchor table.* 3 MIN CLEARANCE MIN:ClQARANCE 4.57" z z ANCHOR ANCHOR MIN. ^z W .TYPE SIZE EMBEDMENT TO MASONRY .TO ADJACENT: wtE 10/08/14 i z - - EDGE• � ��.ANCHOR..:-- a ITW BUILDEX 3/16 1-114, 3" 1-1/2" srxe N.T.S. it TAPCONe 1/,r 1-1/4" 2" 4" in I 4.57"-1MO.BY: JK m' tpuRmm� ELCO ® 1/4" 1-1/4" 1' 4" n CHV BY LFS 3 a ULTRACON WOOD SCREW INSTALLATION NOTES. �� INSWING THRESHOLD w/SIDEIJTE ADAPTER INSWING THRESHOLDE)Rwrw No.: x I.Molntaln a minlmum 5/8'edge distance,1"end distance,d I"o.c.spacing of `TOCP Z6 OlP FL-17347.1 0 c wood screws tt the splitting of wood. N o prevenu SHEET 13 or 13 Q d — f (� Z' b � lit- lir BEd BCIS Home Log In 3 User Registration Hot Topic Submit Surcharge Stats&Facts Publications i Contact Us SCIS Site Map r Links ? Search Fi�rida ;)Product Approval USER:Public User Product Approval Menu>Product or Anplication Search>Application List>Application Detail �O N a FL# FL17347-R2 rr to- Application Type Revision G Code Version 2017 VO A;- � O Application Status Approved o y o 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@rwbidgconsultants.com Authorized Signature Vivian Wright , rickw@rwbldgconsultants.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 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 12/31/2019 Validated By Ryan J.King,P.E. V- Validation Checklist-Hardcopy Received Certificate of Independence FL17347 R2 COI (a)Certificate of Independence.odf 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 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL17347 RZ Nuiv (b)Equivalency Of Standards odf 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 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 Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 17347.1 for any additional use limitations, FL17347 R2 AE (b)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 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)Eva(17347 3 pdf 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 R2 II (b)Inst 17347 4 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 17347.4 for any additional use limitations, FL17347 R2 AE lb)Eva[17347.4odf i structions and product particulars. Created by Independent Third Party:Yes 17347.5 e.Fiberglass Door "Impact rglass Glazed Door-Single with or without Si a ite X, X or XO,OXO)Outswing/Inswing Configurations uI to No final 6'8 In Height Limits of Use Installation Instructions Approved for use in HVHZ:No FL17347 R2 If (b)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 Parry:Yes Design Pressure:N/A Evaluation Reports Other:See INST 17347.5 for any additional use limitations, FL17347 R2FL17347 R2 AE (b) 17347.5odfEvai 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 6'8 in Height i 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 Product Evaluation Ro uport Report No.: FL-1 7347.5 September i Product Sub Category Manufacturer Product Name Category Plastpro Inc. Glazed Fiberglass Doors Exterior Swinging Exterior Door 5200 W.Century Blvd. Singles Doors Assemblies Los Angeles,CA w/or wlout Sidelites Phone 440.969.9773 Inswing I 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. 5. Site conditions that deviate from the details of drawing FL-17347.5 require further engineering analysis by a licensed engineer or registered architect. 6. See drawing FL-17347.5 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. TEL 013912248 ASTM E330-02, E331-00 Testing Evaluation Lab.,lnc. V.K.Wright 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-17347.5 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. 5. Quality Assurance Certificate of Participation issued by National Accreditation and Management within a quality asPlastpro sura ce program that complies with SO IEC 170 0 and is 0��C�`� �f�r���e, Guide 53. i E At it0 4340Q o u-T- Y r- � Lyndon F.Schmidt,P.E. ' FL PE No.43409 ro `� t`s� ••=:° °:vt� ��° 9/25/2017 Sheet 1 of 1 � "dGGuLtihi,eS�U�p astro _=_ =U_ � p �:Q�Z 5200 W. CENTURY BLVD. N Z ��~ 6. � 5, 3,-j.- LOS 0 m.- LOS ANGELES, CA 90045En �! 115'MAX.OVERALL FRAME WIDTH ' 771 1111111%%�`` o n m Z U N •: 37.25 MAX. 37.5'MAX. (� �, z°q LL GLAZED FIBERGLASS DOORS FFRAMEWIDTH�rFRAMEWIDTH� ryryry ♦ o Em Z m° °a V E u 6 0 a SINGLES 7 v c �0 m a a.- nR w/ or w/o SIDELITES w CZ w = W O JT d INSWING/OUTSWiNG 3 N w � � O X o 0 �o t O �2Z GENERAL NOTES "IMPACT" f;o Co o-i S o o zo 1. This product has been evaluated and is in compliance with the 61h Edition(2017) o<n w Florida Building Code(FBC)structural requirements excluding the"High Velocity Ll �11 Ll �g m Hurricane Zone"(HVHZ). 5w N w a 2. Product anchors shall be as listed and spaced as shown on details.Anchor am t.s'--II Il-t.s o Ln n embedment to base material shall be beyond wall dressing or stucco. o E CL S 3. When used in areas requiring wind bome debris protection this product complies a a With FBC Sections 1609.1.2&R301.2.1.2 and does not require an impact resistant �} E covering.This product meets missile level"D"and includes Wind Zone 4 as m defined in ASTM E1996 and FBC Sections 1609.1.2.2&R301.2.1.2.1, x o x x o o 0 U O 4 m 4. For 2x stud framing construction,anchoring of these units shall be the some as that shown for 2x buck masonry construction. Ln Z 5. Site conditions that deviate from the details of this drawing require further X OX XO engineering analysis by a licensed engineer or registered architect. 000 TABLE OF CONTENTS a a' SHEETtf DESCRIPTION MAX. DESIGN PRESSURE(PSI) DESIGN PRESSURE(PSF) o 0 CONFIGURATION FRAME JAMB INSWING OUTSWING >j z Typical elevations,design pressures&general notes REINFORCEMENT DIMENSION POSITIVE NEGATIVE POSITIVE NEGATIVE h a Door&Sidelite panel details 2 X 37.5'x 82.0" N/A +50.0 -50.0 +50.0 -50.0- - -^ W -' -- 3 Lite frame glazing details N o 4Elevations 74.75"x 82.0" N/A +35.0 -40.0 +35.0 -35.0 5 Horizontal cross sections TF o 6 Horizontal&Vertical Cross Sections(2X Buck) OX/XO 75.5"x 82.0" 1 X +40.0 -45.0 +40.0 -40.0 Z 7 Horizontal&Vertical Cross Sections(1 X Buck) 76.25"x 82.0" 2X +50.0 -50.0 +50.0 -50.0 GATE 10/08/74 a E 8 Horizontal&Vertical Cross Sections(Direct to Masonry) 112.0"x 82.0" N/A +35.0 -40.0 +35.0 -35.0 saw: N.T.S. ` w 9 Vertical Cross Sections(Thresholds) OWG.eT: JK E 10 Horizontal&Vertical Cross Sections(Direct to Masonry) OXO 113.5"x 82.0" 1.X +40.0 -45.0 +40.0 -40.0 cHY,BY. LFS 3 a 11 Buck anchoring 115.0"x 82.0" 2x +50.0 -50.0 +50.0 -50.0 GRAVING NO.: G 12 Frame anchoring&hardware details _ FL-17347.5 13 Bill of mater als and components c SHEET_L OF 13 N Q v s L - _ EXTERIOR 2.8 �� ' * ���� In 0.71 •a. .e =x• � O•,�Ci IEn; �N:7 Z I✓ctQ om % pq .......... CAP(PVC) HINGE STILE(LVL( • INTERIOR LATCH STILE(LVL( CAP(PVC( ��ttlt t 11 P►l��```` o°n m z° m U N •• G1 G2 TOP RAIL n a v z l Z U (COMP.( ` ° Em o w :•.:i'v. tX uv o a 1 HORIZONTAL CROSS SECTION + N a 'm a s LL C p 2 S• ? G Z a 35.75'MAX.PANEL v p WIDTH D o (-"v) 3o wa LL 1 oy } Ino a �� m �W GI G2 m W Oa.v In o 2 �' EXTERIOR INTERIOR MIN E 2 In OI ¢ (7 ' a a o � n cd m E 6 ad o g Ices I �� D 2 I :s 4 ^ d • N N cli v) z DOOR O n LOCK HARDWARE TABLE W W FOAM CORE a xx MANUFACTURER ',MO SEE DOOR LOCK (POLYURETHANE- �•' 6 " Of 0 0 p HARDWARE TABLE KYAKSET KNOB: SERIES(400) 1.9 PCF MIN.( W $ DEADBOM SERIES(660) a SCHLAGE HANDLE SET:^F SERIES(F60) FIBERGLASS SKIN— p i 'o - - -- 0.075'MIN.THK. DEADBOLT: "FSERIES ( ) m n Z SCNIAGE KNOB: ^P'SERIES(FID) .^' - - ---- - - ,t FW- - f - 'o Q DEADBOLT: V SERIES(060/62) N p LL PLA51PR0 DOOR PANEL YALE KNOB: CIRRUS 100 C BOTTOM RAIL o O 0 40 DEADBOLT., 82051NGLECYLINDER (COMP.) N z m a 50 PLASTPRO SIDELTTE PANEL DEXTER BY KNOB: J54 DATE:10/08/14 SCHIAGE DEADBOLT- JD60 SCALE: N.T.S. o oc 5 DWG.BY. JK m 5 CHK.sr: LFS 3 VERTICAL CROSS SECTION DRAWING NO.: Q FL-17347.5 E IN SHEEP 2 Of 13 u z 24 22" FRAME WIDTH MAX.H 23.50"MAX.LIGHT FRAME WIDTH r � AN • •'•�1� m 20.50 MAX I �/ J=9 20.5'MAX. l Il� _ o �+ D.L.O.WIDTH D.L.O.WIDTH I =a- * _ 4 m d aaqq55 rte- o m Vj m z �o 0xz� _ (7 Un o Em z m m u ' w = = O \ mo�i`i `u a on Mp `o a rr #7-19 X 1-3/4"PPHc Z LL SELF-DRILLING SMS c o v° .o ry E„ #10 X 1-3/4"PPH SMS vi j 0.71" cio WJ o --1.59':� z p Lo RV) io 5 m l I I 14.25' T w wz �t –�I --(TYP) i II (TYP.) am_ 0.64"I-- o E ODL LITE FRAME `y RSL LITE FRAME 1 0 re 8 1 O Z m 1.86" 3A ODL LrtE FRAME 38 RSL LITE fRAME m Aluminum PVC _ N N Ln DOW 995 DOW 995 Z LD STRUCTURAL STRUCTURAL –1/2"GLASS BITE n 3A SILICONE HOT BUTYL SILICONE 5/8"GLASS BRE SEALANT 1-1/4"OVERALL GLASS THK. cr 1"OVERALL GLASS THK. (ADCO) EXTERIOR EXTERIOR a 1/6"ANNEALED GLASS I MANNEALED GLASS k k 8 - — – 0.097'SAFLEX®PVBINTERLAYER 0.09W SAFLEe PVB NTERLAYER » °z s - ` 1/8"ANNEALED GLASS a" '-1/8"ANNEALED GLASS F a LL AIR SPACE AIR SPACE ^e o m o Z INTERIOR 1/8"TEMPERED GLASS INTERIOR I MTEMPERED GLASS N z a a INTERCEPTSPACER(ALUM) DATE 1O/O8/14 i SCREW CAP I/T NON-GROOVE SWIGGLE o DW(;.BY. d i #7-19 X 1-3/4"PPH #10 X 1-3/4"PPH SMS 3B w/DELCHEM#BO POLYSULFIDE scmE, N. m SELF-DRILUNGSMS 1/6'BACKFILL JK 2 CHK.er: LFS 3 ` GLAZING DETAIL Da�vnxc Ho.: Gl G2 GLAIING DETAIL ODL Ute Frame RSL Ute Rome FL-17347.5 0 N SHEEfOF 13 � G z R\Clients\Plastpro,Inc PERMAlmov I -Florida Pr ...Approvals\FL-17347 Fiberglass Door-Impact-nonimpact\C-Drawings\FL-17347 6TH ED(2017)\FL-17347.5-6.dwg,4.1 O W O co V O• XD �O N p X a A C0 A O Z O V �A pN ODN VN orN W co 141 X V A G V m •O W QQ 0 O �D O Z .p A DT O• Y7 A b1 N � O � atr Wto `4 V N CW .D tl1 A Q O b 7 C D W V W P W •'w O rr rn rr w vt OX D A X o A m A O0 .ON Z ^a •O W �O to A btA �N �o A 0 .• O � OWN W N •O Dn � V tr �O ' `��• v•�viceni�. No.43409 ' T S PRODUCT: D...ment.Procured By:1 Pj PLASTPRO INC. Lyndon F. Schmidt IAI a FIBERGLASS DOOR PPX.. No. 43409 o p ` --Zi Co 2 7 27 17 UPDATE TO 67H ED. (2017) F8C JK PART OR ASSEMBLY: �K BUILDING CONSULTANTS, INC. I_ v -n Z U)1, 1 04/14 15 UPDATE TO 5TH ED. (2014)FSC JK Jl� P.O. Box 230, volrico, FL 33595 L NO DATE BY ELEVATIONS Phone No.: 873.659.9197 REVISIONS FBPE CA No. 9813 t1 2014 R.W.BUILDIND CONSULTANTS INC. 1 1 1 1 4 1 J ^ L -9yc N 50 �♦` >> m / ♦ N 50INTERIOR INTERIOR 50 7 l/!* 111 \\. U N'.z° // 9 \ Z D Z U D7 9 8 uaoa v a Na akT C4 l� v cD cw ,+ u chi IJP o L L L o SEE NOTE 1 9 11 EXTERIOR 12 J SEE NOTE 1 EXTERIOR L SEE NOTE 1 J 9 11 I. 40 2 HORIZONTAL CROSS SECTION 40 1 HORIZONTAL CROSS SECTION 5 outsw rig shown linswing similar► z o o $ outswing shown(Inswing similar) Back to Back lambs 3 HORIZONTAL CROSS SECTION o �,_ Back to Back Jambs $ Ou jf w ng shown Inswing similar) h ow ciXJambReinforcemen a �, NOTE: _ m � o` 1.Spacing for item L:6"from each end and 3 more U Y equally spaced along sidelite jamb 15 total). I o o E a a a E o L L 0 0 N N (n 50 INTERIOR r5o INTERIOR 50 W W N 9 b N 2u, W O <Q a a d >> z 3 - -- -- — w z L L L o N SEE NOTE 1 L 9 11 EXTERIOR 12 J SEE NOTE 1 EXTERIOR 12 J SEE NOTE 1 , z 5 HORIZONTAL CROSS SECTION 40 6 HORIZONTAL CROSS SECTION 40 4 HORIZONTAL CROSS SECTION -F-10/08/14 a 5 Oulswing shown(Insw ng sim lar) 5 Ouisw ng shown(Inswing similar $ Outswing shown jinswtn similar) scAiE: N.T.s. o 2X Jamb Reinforcement 2X Jamb Reinforcement 1X Jomb Reinforcement DWD in. �K m CHK.Br: LFS 3 DRAWIND ND.: N FL-17347.5 0 BNEEr_L OF 13 N r� K E B 1 EMB.(TYP.) •``,t. ��. ° L C'SINK C B D u n n 0.15'C-SINK (TY ) I %N z 1,0zin 00 i of: `m ts1 ` o n 0 i U N •• D z oZo cdi g 7 7 ° v ° ° ° �p tg �mCW 4U \ a mn =dQ. a maa� h ° B E o c O 3d . 0 ` Y O zo >� qp oy r �Z 1-1/4"MIN. I L 27 h �5 m ¢G EMB.(TYP.) 11 qp 7 1 g Em Lo HORIZONTAL1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION EXTERIOR INTERIOR 00 6 Outswing shown(Inswing similar) 6 Outswing shown(Inswing similar o 0 o z� e E 4 VERTICAL CROSS SECTION a a U NOTE B 6 Outswing shown(Inswing similar) Y Y 8 1.Spacing for item L:B'from each end and 3 more C E equally spaced along sidefite jamb IS total). L e° 2.Spacing for item L @ head&sill:G'from each end.1 0.15"C-SINK " @ ceniedine,2 additional of T&4.5'from end (TYp) � E O adjacent to door. z 0 W W O SEE NOTE 1 INTERIOR B L z a 22 e ° �P ° °0 1OC _ W 2 13 ° SEE NOTE 2 L 50 z oATE:10/06/14 u z EXTERIOR ° 5 N.r.s. ° 50 D INTERIOR EXTERIOR " owc.BY: JK m 1 �_� 1-1/4"MIN. OM ev: LFS ; 3 HORIZONTAL CROSS SECTION EMB (TMP) owwnNc No.: e 5 VERTICAL CROSS SECTION c 6 Outswing shown(Inswing FL-17347.5 s 6 utswing shown(Inswing s milor ( g similar I N y SHEET-�L of 133 Q . Is C 1 C F pi °a E ° a iN•'1 z 'Kip S M o m F ° ° °p .0 a c'6 n • , �. L M o rn Z v i U N .. z m 7 A ,—� Z L Z 7 40 0 �� �/� Em a G a �� IM aM IM h G INTERIOR 40 s E 8 cw n: 0 7 1 Y W e Gm °v EXTERIOR INTERIOR JU 9 EXTERIOR 27 G A zo �. 9 1-1 MIN. 4 VERTICAL CROSS SECTION m -o I-1/4"MIN. 11 40 EMB.(TYP.) j Shown w/1X sub-buck En zw o EMB.(TYP.) Outswing shown(Inswing s milar) am r� i 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION E 'D r` tn o Zo E 7 Shown w/1X sub-buck 7 Shown w/1X sub-buck F o - v 0 Ouisw ng shown(Inswing similar) Outswing shown(Inswing similar) C a a °° ° E "m 5Q N Nen LZ K ° /!p Z d " z A g �o a NOTE: a 1.Spacing for item L•6"from each end and 3 more SEE NOTE 2 L 50 ____equally-spaced along sidelite jamb(5 total). 1 2.Spacing for item L @ head&sal:6"from each end,1 SEE NOTE 1 L °° EXTERIOR INTERIOR _+ a - @ centerline,2 additional at 3"&4.5'from end o m 5 adjacent to door. Z 1 A 5 VERTICAL CROSS SECTION DATE:10/08 14 a 1-1/4"MIN. N EMB.(TYP.) 7 Outs�wing shownb(In swung similar) DWG.BY.. N.T.S.JK CO'. 3 HORIZONTAL CROSS SECTION CHK.BY: LFS �+ ] 5hown w/1 X sub-buck DRAWING NO.: s" Outswing shown(Inswing similar) FL-17347.5 o y N SHER 7 OF 13 � a ' r, i C �N•,7 z ....PIP \ f7/1 on z ON ° 7 7 ° o o ° oz°d 40 \ m Em ammo O INTERIOR ° a inn s q tM EL(L m E cc cc ; cz c w p� Q 7 o� UL, 9 EXTERIOR EXTERIOR INTERIOR ¢§ y 40 27 M zg ct:o T oy r L2 1-1/4"MIN. 4 VERTICAL CROSS SECTION as 1-1/4"NIN. - EMB.(TYP.) v w p EMB.(Typ) 8 Shown Directshown to Masonry . CM n -.. ° 2 HORIZONTAL CROSS SECTION Outswing shown(Inswngsimlar) am a 0 zz 8 D: o 1 HORIZONTAL CROSS SECTION Shown Direct to Masonry ° N� a Outswing shown(Inswing similar) E o o W E g Shown Direct to Masonry Outswing shown(Inswing similar) g E v° U U 8 D E e �� fn 12 U) a z n v C N j NOTE: w a 1.Spacing for Item L:6"from each end and 3 more SEE NOTE 2 L fv.- 50 ; Z _8— equally spaced along sidelite jamb(5 total). 1 y m 2.Spacing for item L@ head&sill:6"from each end,1 EXTERIOR INTERIOR o h € @ centedine,2 additional at 3"&4.5"from end a i adjacent to door. 50 L N z u z SEE NOTE 1 ° 5 VERTICAL CROSS SECTION oA7E I 010V 14 u aShown Direct to scue N.T. d w 1-1/4-MIN. 8 Outswing shown(Inswing similar) DWG.BY.. JK (D' EMB.PP.) 3 HORIZONTAL CROSS SECTION CHK.er: LFS 3 o B DRAWING No.: g Shown Direct to Masonry Outswing shown(Inswing similar) FL-17347.5 0 N sXEET 8 OF 13 � O t F. R:\Gients\Plastpm,Inc PERMANENT\A-Florida Pr duct Approvals\FL-17347 Fiberglass Door-Impact-nonimpact\C-Drawings\FL-17347 6TH ED(2017)\FL-17347.5-6,dwg,9.1 r 1-1/4"MIN. 1-1/4 MIN. EMB.(TYP.) EMB:(TYP.) N T A 0 ^ A Iv f77o (A pa O w A N ^ y N H � T p v Z w N V 1-1/4"MM. EMB.(TYP.) EMB.(TYP.) N N N N N W N •O •O bt v• • Cm aIn n A r- A nh mn °0 _•n m r r_ o 70 N T v Z m Z I m y n O a o A O H Z Q I o n m �.. > >cr, CLP 6 OON 3 D` _ � CLf2l N_ Q _ g o. ^ " FI"P H ,ao N to 3 y • a � I a 3 oZ o. .SC.... A / No.43409 1-1/4"MIN. i EMB.(TYP.) T z $ PRODUCT: Do..rn-te Prepared By'.' 7 " PLASTPRO INC. Lyndon F. Schmidt �i��•�••• ORIDI.✓•0\��� I� I a o + FIBERGLASS DOOR P.E. No. 43409 911 -7 2 7 27 17 UPDATE TO 6TH ED. (2017) FBC JK pgRT OR ASSEMBLY: Kn,�!BUILDING CONSULTANTS, INC. Iv V1 1 1 4 14 i15 UPDATE TO 5TH ED. (2014) FBC JK J 1.1/I/ p,0. Box 230, Valrico, FL 33595 w to a NO DATE gy VERTICAL CROSS 111 DDD Phone No.: 813.659.9197 ` REVISIONS SECTIONS{THRESHOLDS) FBPE C.A. No. 9513 ©.2016 R.W.BUILDING oaN$Gr.TArvTs INC. z MAX. MAX. Z a 7' !_ MAX. a. z Q=_ m 1.25" E sw MIN. m U; * T` m E u� MIN. I E MIN. N 7 z 4;•QF d° 1 Fn xd %\\' fq a• m �•'•..,• •• yam•` ° \\\��\ z o w i C TA NZd / yyyT U 1 9 a o C C � oEm amvw .D. . 4 u as `o a a 40 1 $0 0 INTERIOR a n a. I:w 9 a m d a m 6 40 E �Z 50 SEE NOTE 2 `w EXTERIOR INTERIOR S 3d EXTERIOR INTERIOR EXTERIOR INTERIOR v N o �o 6 VERTICAL CROSS SECTION 7 VERTICAL CROSS SECTION o 10 Shown Direct to Masonry 10 Shown Direct to Masonry 8 VERTICAL CROSS SECTION a z o o Outswing only w/4-9/16'jamb Outswing only w/6-911 'jamb 10 Shown Direct to Masonry, LL Single door only(N/A W/Sidelites) Outswngonlyw/6-9/16'lamb prTERIOR O E �N^ �� NOTE: m J W I.Spacing for Item L:6"from each end and 3 more SEE NOTE 1 EMB. MIN. r w zo equally spaced along sidelite jamb(5 total). EMB'(TYP.) m or,> 5 HORIZONTAL CROSS SECTION r` o 00 2.Spacing for item L @ head&sill:6"from each end,1 @ 10 Shown Direct to Masonry o =F a centerline,2 additional at 3"&4.S'from end adjacent Outswing only w/6-9/16'jamb o a wo to door. a n o C 1 1 C rn E o Z_ rn Z_ Fn Z Fq Z cti INTERIOR ry ^f R a^ 00 40 40 y z e a op o a o d O NB INTERIORSN 40 40 N MM -- - -- n w -- f mv EXTERIOR E < EXTERIOR w^Z v �1-1/4"MIN. �1-1/4"MIN. M 1-1/4"MIN. F omn 10/08/14 z z EMB.(TYP.) EMB.(TYP.) EMB.(TYP.) SCALE N.T.S. ° 3 HORIZONTAL CROSS SECTION 4 HORIZONTAL CROSS SECTION a owc.er: JK m HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 10 Shown Direct to Mason CHK.BY: LFS 3 10 Shown Direct to Masonry Outswing only w �1 o+am+c No.: 10 Shown Direct to Masonry 10 Shown Direct to Masonry Outswing only w/6-9/16'jamb 9 y /b 9/16"amb N & Oulswing only w/4-9/16'jamb Outswing only w/4-9/16'jamb FL-17347.5 Single door only(N/A W/Sidelites) Single door only(N/A W/Sidelites) ° SHED 10 or 13 6 i] R:\Clients\Plastpm,Inc PERMANENT\A-Florida.Product App rmais\FL-17347 Fiberglass Door-Impact-nonimpact\C-Drawings\FL-17347 617H ED(2017)\FL-173475-6.dw9,11.1 D � Z n M v 2 I-T 16'O.C. MAX.(TYP) (TMP)—_ A 2 39. v N OAj 0o X 4 A K ? Z l7 2 16'O.C. (TMP)--I (Z MAX.(TYP) x 3 I F O ?4TZ O I va MAX.(TMP) / No.43409 mi PRODUCT: Documents Prop—d r i x pPLASTPRO INC. Lyndon F. Schmidt 'ice ••.!20R.... FlBERGLASS DOOR P.E. No. 43409 tb 2 7/27/17 UPDATE TO 6TH ED. (2017) FBC JK PART OR ASSEMBLY: Vrs-�/��BUILDING CONSULTANTS, INC. Iv V1 1 04/14/15 UPDATE 70 5TH ED. (2014) FEC JK J1•Y1/ P.O. Box 230, Valrico, FL 33595 W Ln {' NO BUCK ANCHORING DATE, BY Phone No.: 813.659.9197 I REVISIONS FBPE C.A. No. 9813 ©2014 R.W.BUILDING Ca NSU .i.INC. I I 4-9/16"JAMB F DIRE HEET10 ONRYJAM *• /// )AS 3"(TYP.) 6"(TYP.) /�� (T6p) 4"(TP.)--I I� 1 `\O 1 a `y L 2X BUCK - —T N zSE � ^LL m ' g% F lX BUCK d a- �. �••••. . D to m `.o _ L 2X BUCK 6-9/16" N :o i// �\ N>,i m DIRECTTO- JAMB o /// * \\\ z o m o D MASONRY F 1XBUCK DIRECTTO m Nryll ����T u N :z HEAD&JAMBS MASONRY m (TYP-) D DIRECT TO 13 a z m z u a - MASONRY JAMB(TYP.) o Em o o c w M 4-9/16"JAMB HEAD 8 JAMBS (SEE 10) a O DIRECT TO Q: a` "� m a mQ.m (TYP-) M MASONRY g ^ N 6 9/16"JAMB _ BACK-TO-BACK 1X BUCK ` o z DI CT TO MASONRY JAMBS ^ G ' c w JAMB(TYP) L w/REINF 2X BUCK o d F ii Ci `„ 2X REINF. SILL(TYP.) (TYP.) ry ^(SEE SHEET 10) ��• O H ADA SILL ONLY 0 ^ADA SILL ► SILL(TYP.) FRAME Ln (TYp.) D D 12 o z m z� =o LATCH AND DEADBOLTDETAILS zg J z� o Ln /� Xo/o o; am L. DIRECT TO M Ft 3"(TYP.) 11 M MASONRY �I o E 4 (TYP.)-�( G 1X BUCK SEE HINGE g I I I DETAIL 1 a a 2X BUCK ► ► ► ► ► ( ► ► ► • L 2X REINF. m E 9 • 9 g L 2X BUCK 6-9/16"JN - dJAMB •o m F 1XBUCK '� BACK-TO-BACK DIRECT TO n--� DIRECT TO HINGE DETAIL 1 r R JAMBS MASONRYTol z D MASONRY L w/REINF. JAMB(TYP.) . DIRECT TO cj HEAD&JAMBS (TYP.) (SEE SHEET 10) 11 M MASONRY v) (TYP.) 0- SEE HINGE w n G 1XBUCK i= o o b - DETAIL 2 .- 2X BUCK w i • L 2X REINF. 1 0 0 1 _ SILL(TYP.) Ci� • >> Z - - ADA SILL I - SILL(TYP.) O 9 • 9 - - - -4n�� - m p D ►^ HINGE DETAIL 2 HINGEJAMB z i DATE:10108114 i s OXO SCAM N.T.S. � ii DWG.BY: JK m HARDWARE DETAILS FRAME ANCHORING oPA�o ND•LFs X FL-17347.5 ° o SHEET 12 Of 13 N O c BILL OF MATERIALS 4.56" DEM w DESCRIPTION MATERIAL A I BUCK(G>=0.42) WOOD �F"+ V' * ;d— n B 2X BUCK(G>=0.42) WOOD z �7Q►� om j C IMAX.MAX.SHIM SPACE I I C5 %V;:• y� F<U,o i n F--2.44" 2.13" :y. - D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL �i '•.•,••• ,. ',G,`�. V>n MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI �i P E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE POLY FIBER JAMB ���hIL*1111�:` o n m z° F 1/4"X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL m 'E p im "o G 3/16"x 3-1/4"PFH ITW CONCRETE SCREW STEEL 7 o Ern p d I fU \ dto J CW 1/4"X 1-3 4"PFH ELCO OR ITW CONCRETE SCREW STEEL e u a - p o a ,p I / / 'Q. U d N Ml c m J #10 X 2"PFH WOOD SCREW STEEL ° ° LL 9 L #10 X 2-1/7'PFH WOOD SCREW(1.15'MIN.EMB.) STEEL $z M 3/16"X 2-1/4"ITW CONCRETE SCREW STEEL I rw F N 3/16"X 2-3/4"ITW CONCRETE SCREW STEEL Fes—4.56" ►I 4.56" o a P 1/4'X 2-1/4"PFH ELCO CONCRETE SCREW STEEL 20 INSWING THRESHOLD 1 POLY FIBER JAMB COMP. Endura(ZSeries) 4 1 X REINFORCEMENT (G>=0.551 WOOD21„ 24 ADA THRESHOLD o ,, 5 2X REINFORCEMENT (G>=0.551 WOOD SIDELITE DLP zo ? 6 DOOR SWEEP PVC ADAPTER a, z r, 7 WEATHERSTRIP(ENDURA FORCE 5) FOAM a`� D a ' 9 #9 x 3/4"PFH WOOD SCREW STEEL E+ � R6 0 s 11 4"X4"HINGE STEEL a� a 12 LATCH STRIKE PLATE STEEL `� W M 13 DEADBOLT STRIKE PLATE STEEL 4.56" pl E 20 INSWING THRESHOLD ALUM/COMP INSWING THRESHOLD w/SIDELITE ADAPTER ALUM/COMP I I a a 22 OUTSWING THRESHOLD ALUM/COMP 21 INSWING THRESHOLD w SIDELITE ADAPTER I 4.56"- 21 moi a Endura(Z-Series) 22 OUTSWING THRESHOLD E 23 OUTSWING THRESHOLD w/SIDELITE ADAPTER ALUM/COMP Endura(Z-Series) 24 ADA THRESHOLD ALUM p 25 OUTSWING THRESHOLD ALUM/COMP 4.56--1 `Y SIDELITE 26 INSWING THRESHOLD ALUM/COMP ADAPTER 0 0 g LE 40 DOOR PANEL CD z 50 SIDELITE PANEL to W W 0 25 OUTSWING THRESHOLD 22 3 DLP a CONCRETE ANCHOR NOTFS: _ Imo—4.56'- < .56" +I o 0 I.Concrete anchor locations at the comers may be adjusted to maintain the min. >j edge distance to mortarjoints. o I'—2.1 T—�j OUTSWING THRESHOLD w SIDELRE ADAPTER __ s-"2.-Concrete anchor facations"noted as"MAX.ON CENTER"musf be odiusted to _ _ I 23 Endura(Zderies) maintain the min.edge distcnce to mortar joints,additional concrete anchors `9 may be required to ensure the"MAX.ON CENTER'•dimension are not exceeded. n v o m 3 Concrete anchor table r a i ANCHOR ANCHOR. MIN MIN CLEARANCE M AD.ARANCE �4.5T i0 MASONACEMl.: z TYPE:__ ;SIZE EMBEDMENT RY i0O:ADJEDGE. ANCHOR.-:- - DaTE;10/08/14 i 2 ITW BUILDEX 3/16" 1.1/4" 3" 1-1/2' scams: N.T.S. a TAPCON° 14" 1.1/4" 2" 4" -4.STc B JK m' 1/4" 1.1/4" 1" 4" a«.9Y: LFS 3 Q ELCOSq ULTRACRACON° ^INSWING THRESHOLD wl SIDELTTEADAPTERINSWING THRESHOLD DRAWNG NY. Di WOOD SCREW INSTALLATION NOTES: Z� DLP 26 DLP 1.Maintain a minimum 5/B"edge distance,I"end distance,&I"o.c.spacing of FL-17347.5 o wood screws to prevent the sprrtfing of wood. sHEEr 13 or 13 a 0 I