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HomeMy WebLinkAboutProduct Approval-Swinging Ext Door K-&f4 • 4" t:M��� �.� } �r Sr t rs. 1t. �r :r r'` t �' -' ri •- SCIS Home Log In , User Registration • Hot Topics Submit Surcharge ' Stats&Facts ; Publications : Contact Us SCIS Site Map Links ' Search Florida rti Product Approval USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail y FL# FL17347-R2 ~'� ✓'9y2 Application Type Revision e.` Code Version 2017 �4,40 j�l 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@rwbidgconsultants.com 111 Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative Scott Johnson Address/Phone/Emall 5200 W Century Blvd. Los Angeles,CA 90045 (440)969-9773 Ext 18 scottjoh nson @piastproi nc.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. Validation Checklist-Hardcopy Received Certificate of Independence FL17347 R2 COI (a)Certificate of Indeoendence.pdf 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 R2 Equly (b)Equivalency Of Standardl.Ddf 1 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 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.ndf installation instructions and product particulars. Created by Independent Third Party:Yes 17347.2 {` b.Fiberglass Door "Non-Imps,i Fiberglass Glazed Door-Double with or without Sidelites(6".r 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 (bLEval 17347.2.odf 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 B'0 in Height Limits of Use Installation Instructions Approved for use in HVHZ:No FL17347 R2 H (b)Inst 17347,3.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 17347.3 for any additional use limitations, FL17347 R2 AE (b)Eval 17347.3.odf installation Instructions and product particulars. Created by Independent Third Party:Yes 17347.4 d.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.odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 17347.4 for any additional use limitations, FL17347 R2 AE (b)Eval 17347.4.pdf installation Instructions and product particulars. Created by Independent Third Party:Yes 17347.5 e.Fiberglass Door "Impact"Fiberglass Glazed Door-Single with or without Sidelites(X,OX or XO,OXO)Outswing/Inswing Configurations up to Nominal 6'8 In Height Limits of Use Installation Instructions Approved for use in HVHZ:No FL17347 R2 Ii (b)Inst 17347.5.pdf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 17347.5 for any additional use limitations, FL17347 R2 AE (b)Eval 17347.5.pdf 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 ����� II�--� ' \kef�� l . - Cra4 c.V R R W Building Consultants, In=` W |. B . Consulting Building lC pmBox zmv*nm.FLa35v Phone 813.659.9197 d Florida Board"frrofosionuEngineers Certificate mAuthorization No.9813 . |1 *--Product ' ' ' ' - ' ' No.: 3�,/7�4�3 � � .r,vww�t��pwo«ouw" Report Report , Date: September 25,2017 • 1 | Product Sub Category Manufacturer Product Name | Category Plastpro Inc. Glazed Fiberglass Doors Exterior ~~ � s2uoVuCentury Blvd. Doubles Doors ---'—r---r LosCA v�ncv������oo�w AssembliesAngeles, . Phone 440.969.9773 Inswing/ou�wzns-'mon'|mpacr . Scope: Product Evaluation report issued by R W Building Consultants,Inc.&Lyndon F.Schmidt,RE.(System lD#1998)for Plastpro Inc.,based on Rule Chapter No.61G20-3, Method 1D 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 materiashall be beyond wall dressing oru�ucoo. .. 3. When used in areas requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBCSections 1$0g.12&R3O1.2.1.2. 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-17347.2 require further engineering analysis by a licensed engineer or registered architect. O. See drawing FL-17347.2 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.,lnc. V.K.Wright TEL 01390244 ASTM E3D0'U2.E331'nO Testing Evaluation Lab.,Inc. V.K.Wright | TEL 01390410 ASTM E330-02.E331-00 Testing Evaluation Lab..|nu V.K.Wright ! TEL 01391120 TAS 201.2p2W203-94 Testing Evaluation Lab.,lnc. William B.Shelton,P.E. TEL 01391248 ASTM E330-02,E331-00 Testing Evaluation Lab..Inc. V.K.Wright ' 2. Drawing No. Prepared by Signed&Smw|edbY No.FL-17347.2 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 NationaAccreditation and Management Institute,certifying that Plastpro Inc.is manufacturing products ocnnx»rxi within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. ''.:.72'2, -':: Z." -AC , / / Schmidt,P.E. FLPsN�uo4og - /zm4'r�o��*' 9Q5/2017 Sheet 1ox1 . . oILJ' ..) `` `‘No ic� r 11,0, 1,;.:: pi,"„:,,,,-,:.::., . , 1 co1_rL� Q_L, : y 0 W 4( 2 0!<. ,,L 5200 W. CENTURY BLVD. '�' ' z A�:o=S LOS ANGELES, CA 90045 ���r�rrrr r Pt ��` N m z° GLAZED FIBERGLASS DOORS z z 1405 MAX.OVERALL FRAME WIDTH (x f',.' E m m o DOUBLES - I \` us °a oa 74`MAX.FRAME WIDTH 3725 MAX. --I ° N m a a fti 2. I �rFRAMEWIDTH I ` 46 2. w/ or w/o SIDELITES i `Z (� p�/� /► 1 o cel gl • INSWING/ OUTSWiNG �I ff o 4 "NON-IMP,�cr�� W I in inz Li a GENERAL NOTES ur ET Z 0 X e X 0 ?� o O 2W az r2 I. This product has been evaluated and is in compliance with the 6th Edition(2017) o o I oS - ,w Florida Building Code(FBC)structural requirements excluding the"High Velocity o �, o Hurricane Zone"(HVHZ). 0 h W 8 -, p w D 2. Product anchors shall be as listed and spaced as shown on details.Anchor m I 1 u o Eembedment to base material shall be beyond wall dressing or stucco. J ,a 4 r§ 3. When used in areas requiring wind borne debris protection,this product is a a a. required to be protected with an impact resistant covering that complies with ''m c FBC Sections 1609.1.2&R301.2.1.2. _.____ ._ d 4. For 2x stud framing construction,anchoring of these units shall be the some as that E. shown far 2x buck masonry construction.ts i• P. 0 5. Site conditions that deviate from the details of this drawing require further I 1• 80 o engineering analysis by a licensed engineer or registered architect. -- cn cn t' yr c TABLE OF CONTENTS XX 2 o r SHEEN DESCRIPTION u I Typical elevations,design pressures&general notes z $ 2 Door&Sidelife panel details ,..., N 3 lite frame glaring details w g 4 Elevations o 5 Horizontal&Vertical Cross Sections(2X Buck) ..o , 6 Horizontal 8.Vertical Cross Sections(1X Buck) • MAX. DESIGN PRESSURE DESIGN PRESSURE a. z u° 7 Horizontal&Vertical Cross Sections(Direct to Masonry) (PSF) (PSF) CONFIG. .: FRAME DAM 1 D/08/14 a 8 Vertical Cross Section(ihresholds) INSWING. .. "OUTSWING DIMENSION SCALE: N.T.S. 9 9 Horizontal&Vertical Cross Sections(Direct to Masonry) POS: NEG. POS. NEG: 10 Buck anchoring XX 74.0"x 82.0" DWG.BY: JK m =� -- 11 Frame anchoring&hardware details +47.0 -47.0 +47.0 -47.0 CHK.BY: LFS F.? 12 Bill of materials and components OXXO 148.5'x 82.0" oanxLvo HD.: FL-17347.2 • a g-_ _ _ __ _ _ SHEET 1 OF 12 N u - - - - - - - _ - - ______ ___.....„, 1 . . • . . • • . %..0•11111444,, • .s,, :iv 01; ‘s .........., t/r., EXTERIOR .../.1,777 ___r __2.8.___,1 ,__." ‘,..... . .....,.......„ d, -S.44:,••• 1... " .„....••41—---tar•--ics---1}- f. :141 1 1..3=d i ' • ::Zi • •..i . . ,.=. =0: 4( i§iga'e t-, , ''.:.;•.:,.:%.• ';,..,, ,...,.........,... ..:;.:..,,...jilit..... •::::.0.1.. :47,,,i.. a•2 d:3 0:"_,.. • ile - ., .........gsv, CAP(PVC) I gz-- 44 "IC 00% HINGE STILE(LVL) INTERIOR LATCH STILE(LVL) • CAP(PVC) ••••;-....,• :,:- ---T 41 i 1)41,i ; . .ale ' • ' TOP RAIL ..."-'-,4'•''•!.' (COMP.) •:'..,"•!•..--,,. ..1.. C it.s 1 I. 1.0.1.. . • , • . .; , •- , ti 0 HORIZONTAL CROSS SECTION ' • ' •' •• : • •P i 11 Z .:..: O ' 4.4 .......35.75'MAX.PANEL WIDTH t • •k • f> ,,f; .n.i.1,„,• utl is.8 1.-.... m.,:„,,„„„„..• r :. 6i I woo 1 n. t 21 d .& S 0 ES 0 6. lae--- it 9 [I I v7 FOAM CORE ERIOR 1 INTERIOR a 0 , %.1 1 IN ....i. II SCHLAGE 0.On..00EADEADNITAGNX080:01LECII;A:417,:sssounAEERRER:.TA((evr86:400):62' ). 4. STANUFACTUREE •.'•2::;..' ','• '11111:4;',•', •••:.• :• '":•': ifr,„:„. 72, , A EE;u4 9 KNOB; SERIES(400) '.i 2 e i KWIKSEE :•74' ;HAMM SERIES(660) I N ET(3 P-. • • SCHLAGE :*... KNOIR "F"SORES(F10) 0, c;•. • (POLYURETHANE- _ •. .- x SEE DOOR LOCK Moe: CIRRUS 100 C • 1.9 PCF MIN.) 6 ..... HARDWARE TABLE YALE DEADEOLL 820 SINGtE CYLINDER W W g g t FIBERGLASS SKIN-- .. • . d a a z I.- 41111 (0.075'MIN.THK.) :1 ',: :• tLi .4.. .. . ____L , 1 Mr . r P t••• ,,,c'j:si° 1 li 0 PLASTPRO DOOR PANEL BOTTOM RAIL- 0 -- li 1 . z (COMP.) z - 1 C)PL4S7PRO WHITE PANEL um,10/08/14 T I EE/LE N.LS. i If. 'DWG.Eft JK a' :4 . , --8- 'trot.et- LFS '()VERTICAL CROSS SECTION ORAvnta 0404 d .:1 FL-1 7347.2 __ ,-, ..- - - ----- -- ,_ ___ - =_._ -- =------ - _ _ -- 1:ret - - . R\Clicnts\P4ntpro,inc PERMANENT%-Florida Product Approvals\FL-17347 Rbetglass Door•Impact-nonimpact\C-Dra.,ings\cM•17a7 6TH ED(2017}1F1-17347.1.2,fa,g.32 65.88'MAX LIGHT FRAME HEIGHT - 63.13"MAX D.LO.HEIGHT 1 au I1 x 0 . , I I fel '. So• • • o y —11 II p .S m N • • O � 7.. wry /AA. e I. 4 �x —I --s.s• ,a), II J �— N '' ��t� ttai 1 6s ^1 ` . 12.7S'0.C. .till -- g x 7.4 1 ^0 i -o o � _ .o rn T W 0 3 , a 3 ® r.-..75--1 o 08 Z —..i 0.57" i O 3 4' O EA m !• N 65.88'MAX FRAME HBGHT - �' O f 63'MAX FRAME HEIGHT �� a P X g 8 13m I 11 v IM 2 II I �I -3.25'(TYP•) O� r74, IP:. Q 12.75'O.C.)TYP.) 10.5.(TYP.) CI % � � 0. ca se _...._.....1rn al 6 ) ^3 men Z f--1.75' D= > - ° m a l T0." - H - p 3 ni 0 o - m -�-I I-ase ,`.�\\Tlill's,,�7ji G __ PRODUCT: Document,Prepared BY-.,•'•. awstew' '§. A -` m PLASTPRO INC Lyndon F. Schmidt I/� 0�:• ��� ~ g 1 FIBERGLASS DOOR P.E. No. 43409 �i�l �� lu ' o — IN:, ��` z. �7T gge11111- 9 uri► gr a- r ti m 2 7/27/77 }UPDATE 70 6TH ED. (2017)PBC JK PART OR ASSEMBLY: giir BUILDING CONSULTANTS. INC. v to\_ 1 /74/15 UPDATE 10 5TH ED. (2014)FOC JK_ LITE FRAME I., P.O. Box 230. Volrico• FL 33595 N - NO DATE EY GLAZING DETAILS Phone No.: 813.659.9797 REVISIONS FBPE C.A. No. 9813 0 2014 R.W.BUILDING CDNDULTA1IT5 INC. • I 6\Clicnes\Plostpro,Inc PERMANENT\A•1101103 PRAM Approvals\FL•17341 Fbergfacc Door-Lmpaa-nonlmpact\C-Dr.raogs\FL-173476TH ED(7017\FL-17347.1-2.drog 42 I' • cE, id �. , 0 „...... 4)00,31,6 cr)._____ 4DI X _ 0 - 4D �� _ 4D xD cPo ,ca o''o 41) y 4© 0 ......,... Eli) X X 4) 4D4D ,_ ,, 4D 4D • 4D 0 4) Q �� 4D 4D 0000 4D • . • � V••No�El1 '•.�` I'' • 43409 .72,771:.:11.. * :I*: Q PRODUCT; Documents Prepared Ohre "•, °WOK n, 94 -1 R P I g PLASTPRO INC Lynaon F, schmlat 0.a Ft(>�p/. d + I1 N o FlBERGIASS DOOR P.E. No.N . 43409 ///••iQ r•NAL .�\\� � P, zo /q p A Z I„• --1 co 2 7/27/17 UPDATE 10 8711 ED. (2017)FBG JK PART OR ASSEMBLY; r+��7��BUILDING CONSULTANTS,INC.\\ V y r* rn-N I ,34/14/15 UPDATE TO 5114 ED. (2014)MC _.01 ELEVATIONS r14 P.O. 808 230.Volrico. FL. 33595 IV N 4. NO. DATE BY Y Photic No.: 813.659.9197 _ REVISIONS - FBPE C.A. No. 9813 7 2014 R.W.BUILDING CONCULTeI04 INC. © O NOTE ` 0. *.fid,,,G O0 O I.Spacing for item L 6"from each end and amore �� �. �� �, v p equally spaced along sidaGt°Jamb(s totol). • 2`cr q' o gti u O o° 2.Spacing for Item L @ head&sick 6"from each end,I F. :$ . �_z r p° 0 ®centerline,2additional at3"&4Sfrom end F.M•;. z orif a _� 0.15C,r4 adjacent to door. \v f. 'm n EYP) f1.I5C-SINK 111e. ��/ \\� �zotpd ""0 1! I � ''''Cl) SEENOTE I OIIIIIII °, . "`_rilt a .'v Z in g ' '. illir 0 . . 7. '' 7 (M"' ''''EMI I I I I I I I I I 111 I""-----' IN. .•'. ''...\,... Wirill' b. [•,...a / ° fpr._ L 8m A O • O r r " �Q r 64 0 V 0C4 •�7 g 1-1/4"MIN. + 0 1 1.1/4"MIN. i � NI tw . EMB.(TYE.)_� � 0 0 �` EMB.(TYP.) 0 uj w o�n INTERIOR Gam fr &I e HORIZONTAL CROSS SECTION �2�HORIZONTAL CROSS SECTION EXTERIOR I_ o o a 5 Outswing shown(Inswing suntar) ��S��Outswing shown(Inswing similar) c; of - =o VERTICAL CROSS SECTION a a $ OutsNing shown(Inswing simtar) 0 0 _n agel C ^= l P. ^ " v P O O 4 bo v •c' • V " " • ^ • v B 8 EV O In a 0 INTERIOR © 0 11:11-1.- 0 o Ill IR O o r j 0 :t l SEE NOTE 2 0 /�Trill ;; 7^ wic 10/08/14 a SEE NOTE 1 O 0 EXTERIOR /� u E. SCBE; N.T.S. • Q 0 0 0 INTERIOR .%!% EXTERIOR o ova or. JK m e O (DHORIZOMAL CROSS SECTION DK a,: LFS5 HORIZONTAL CROSS SECIION owanvc r+o:5 Outswing shown(Inswing slm ar) Inswing shown(Ouhwng shntar] 5 VERTICAL CROSS SECTION FL-17347.2 41 n $ OuleMng shown(Inswing simlar) a SKEEt 5 or 12 s m 1 1 ' * RAClientAlnastpro.Inc PERMANENTA•Florida Product ApprovalsVL-17347 Pam1ats Door-lowocc-nonEmpact1C-DraWingINFL•17347 6TH ED(2017hFL-173471-24n.62 I i 1 !: 0to 7' I De. CP 00 Z t n"2 -CO 12 0 . 0 a$ .47 4 • f ,.. .1 , 4 -r 4•• . , — • P n - . %..., - Fr ..', -' a a V 0 — Mr 0 a a a 2 C.' pa 52 0 Eg O "P.i INI t.g •"'-• p:4 TY g ca 0 Or 2 V.R 4X-. 91 g —a. .2-A 0 isi 1 '''' .4.a th 0 g E r2:: ak _,..o• 1 g . a a w — n .g. 4... .. . 1 rd 0 0 $- ('' I la 1 1 _ - o z , M 0 0 2-2 / 4' z 11 ,i 3 16' 0 ..-= n 02::: ' • • , . . . . . 1. Co --------0 t .3 :e ' ______ (12 , ..---- --- 5" — 0 : - . , :2• 9.. 7°' Z a . • a ° - - •Ta -. 0 M sp z 00gR. il1l 9 •, 7),— o3 ,V .. o . 0 i N' 4 I . r.,. o E eD 3 = .". Z M \\\\\,,,,,,,,, ...g. Z xl , .1111 7 0 IIIII m 7o 0 .7 . 0 I .P a • ® I-1/4'MIN. 1-1/4"MIN. EMB.ITYP.) EMB.WM] --- .101iilittlit. % •01*.S.Oftg' °°,' ENei! • • .. • . ..% e r. . :I' No.4301:19 ,, 1 5!zr.•7 2 9 V '4 E 0 ; , - PRODUCT: Cocumanta ProAararl Eb,r,„VA;▪ •.. 8.......- ; :3 PiASTPRO INC Lyndon F. Schmidt ..... 1 I a R G FIBERGLASS DOOR R.E. No. 43409 *It*ION& 0% 0) -...71 si Z cj , 1 .I.7,1. ,.... L., co 2 7/27/17 UPDATE 70 6TH ED. (2017)FEC JK PART OR ASSEMBLY: BUILDING TANTS NC 1 .,J ,,s'al 'in N. I 04/14/15 'UPDATE TO 5TH ED. (2014)PSC JK RW1 CONsuLtillit.iii i 1.10° P.O. Box 230, Voirico. FL 33595 ir73 k.) ... :e7. NO DATE BY- HORIZONTAL de VERTICAL CROSS SECTIONS (IX BUCK) Phone No,: 813.659.9197 REVISIONS RIPE CA No. 9131 3 - 9 2019 R.W.Dtr-outo CONOM.VAterr.INC. 11 I 1E3 et; i 't+ N ci oC•.:•1 a 6; , z � eoi n ° " ///,//`!'�..+.. o...4 , \\\ aE OGp o --+ " !. a " V o44/HI; 1\1m N 4.4 D z • t' 0 ` U` w �9 0 C ;, IfYY(jjj C a 5Q 2 O o° ° O O nri nz w ° III ° >y/ "w °° v EXTERIOR .1�/j INTERIOR 200 g,...-- ,...... l�'J oir V INNTERIOR ° �3'�VERTICAL CROSS SECTION �� A ill v7 Shown Direct to Masonryar \ m oz \ 7 , Oulswingshown(Inswingsimilar) am I( 4 to � 7 � O INC' o, a rwj ,,► ''� \ ° v o: a of R. O EXTERIOR A ° . c�u n • .n .- EMI SPI 1.3/4"MIN. 'I z EMB.(TYP.) + P,R El) � � RR 9- u) 0 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION o 7 Shown Direct to Masonry , j Shown Direct to Masonry a °Awing shown(Inswing similar) Outswfng shown(inswing similar) is SEE NOTE 2 O ---- 50 N N z s T EXTERIOR _ . 1_ INTERIOR —�—N _ N", U z NOTE: GATE:t0/O8/t4 -* t.Spacing for Item D.6"from each end and 3 mase �d }VERTICAL CROSS SECTION i equally spaced along sidelite jamb(5 total). 7 f Shown Direct to Masonry � N.T.S. ° 3 Outswing shown(inswing similar) DWG ar: JK m 2.SpacingforItemL®head&5l:6"Iromeachend,1 CNC ex: VS £ (4 centerline,2 additional of 3"&4.5"from and owa,vc rro.: e a a adjacent to door. Ft.—t 7347.2 n SKIT 7 of.1_2_ c, a . . R2CIInn\Plastpro.Inc FEPJNANENTVI-Florida Product Approvals\FL-17347 Fiberglass Door-Impact-nonimpact\C-DrawingsLFL-173476TH ED(20171LFL-17347.1.2dw9.82 +i 1-1I 4"MIN. 1-1/4'MIN. EMB.(TM) EMB.(TYP.) m @ PI A 19u p •• v 1jj' n I 1 .3 (t) i ,,.. au 02 7Or I! A 0 1 1 1-1/4-MN. EMB.(TYP.) I-1/4'MIN. © EMB.ITYP,) a© , m r— 2 A ell ..o,.o.,,.o , A ii rd • 70 PO O ' r {• -1. //,..'1 lg CA g • 19 g?I0 Tm= • Fs o 9 � CD td Fl-,a ,� o N3 • 9 ,- H q . -• S S N V nIMO 4_ n ..aria / `';P.os O r,..,,i,,„.....O rn oci:, n 3 r01 0 O.m'a z �`��tSCHMi��/��. 1 G No.43409 I I-1/4'M94. LLLL * i ' EMB.(TYP.) 9_z/, w OlNE yy o PRODUCT: Weddle MIS Prepared Br��iA ^c1 PI ; F, €, F' PLtSPRO INC Lyndon F. Schmidt "j`••. �ORIC.. •.• 1 n ). P p FIBERGLASS DOOR P.E. No. 43409 �iis$% ��` . 1a�. �/rrrnnTTT� i a W 1::,3- - op 2 .7/27/17 UPDATE TO 6Th ED. (2017) PBC JK PART OR ASSEMBLY: �//�//BU1LOING CONSULTANTS, INC. I_ N x 1)� 1 34/14/15 UPDATE TO 5TH ED. (2014)PBC JK VERTICAL CROSS VY P.O. Boo 230, Valrico, FL 33595 N N .> NO, DATE BY SECTIONS (THRESHOLDS) Phone No.: 813.659.9197 _ REVISIONS FBPE C.A. No. 9813 L1 2016 R.W.BUILDING CDNGULT*OO INC. 11 i ♦ A. ��,i m 1.25' MAX. MAX.� MAX. '• .m• IJ •jam_ h MIN. m �m ...r =0 * ° .g-zw� CO • ® MIN. © 8 I MIN. Nt7 ° oQ: F'" m !r"—� ii,‘ p10,0% y�` o n m i m a N .. 0 ring.1111111---0 0 Mil CI Mil C.' i ..i a, 3 cS 2,,o, 40 j Q O Q � O ti� $y$ ma`am o5zG% 11E SEE NOTE 2 B 'S a EXTERIOR / IQ/ R �EXTERIOR EXtEMO INTERIOR RhR W z 0 VERTICAL CROSS SECTION o 9 Shown Direct to Masonry (1) VERTICAL CROSS SECTION0VERTICAL CROSS SECTION oOWswmg only w/49/16 jamb Shown Diect to Masonry Shown Direct to Masonry z o o o Double Door Only JN/A w/Sldeltes) Outswing on y w/6.9/16'Jamb Outswing only w/6-9/16 jamb y �- r w c4 Note: E m t, Nq 1.Slate ate assembly screws located 6"from lop and bottom a-_ tn then 5 more equally spaced j7 told). ti 0 u- o i6 g 2.Spacing for item L•3"from each end and @ center line(3 total). z CI. a yp. F 1 g IMERIOR G12 F a^ 0 6 6 -v In o, I Z / III INTERIOR NTERIOR I Qa ` dFt vjoi r I �I A{ °F u+ li L Ips +di o��\\\\��\\�\`' I © ``., S I OHO\�\�� S 1-1J4"MIN. Ie1l(���\ \�\\\�C ^' ° 3 EMB.(TYP.)— ® ^a a P • n.. a EXTERIOR �`' v g _ © __\\__.' I_1-I/4'MIN. EXTERIOR EXTERIOR L 1 — 0 N'-z a EMB•(TYP•) SEENOTEI 1-1/4"MIN. GATE:1 0/08/14 c EMB.(TYP.) Scut: N.T.S. •.. at s O HORIZONTAL CROSS SECTION O HORIZONTAL CROSS SECTION O HORIZONTAL CROSS SECTION owe.er: JK m 9 Shown Direct to Masonry9 Shown Direct to Masonry 9 Shown Died to Masonryau.or LFS Outswing only w/49/ Jamb Outswing only w/6 9/16'jamb Oulswirlg only w/6-9/16"Jamb DRAWING KO.: '¢ Double Door Only(N/A w/Sidelites) FL-17347.2 - 0 � ---- — -- ---- -- - - SKIT9 or 12 R:\CTients\Plastpro,Inc PEAMANENT\A-Florida Product Approvals\FL-17347 Fiberglas Door-Impact-nonimpact\C-Drawmgs\FL-17347 6TH ED(20171\FL-173471-2dwg.102 no att -71:7 1 1 1LI -. O I _i_1_,-F)D 1 N I 1 I 1 1 IZ 4. 16'O.C. 1 (TYP) N NC 12 1 1 I (1' z z -29'p Z `M -r 's I k - 4-i--4) O — � 5 A 1 1 I I r -1- . 16 0.C- { I i-- MAX.(TYP) .., i -.... .7) I f=zre7 �'a. V 6 0 o N Q _ I PRODUCT: Documents Pr000red Dy:�V•'. awca� / , B -'t- " 1— PLASTPRO INC Lyndon F. Schmidt �.i" .!.95111 NI"� - �. 1 u S `q o FIBERGLASS DOOR P.E. No. 43409 /�' �Q `�� Io w o Z tO/fflnjAll�.ltt,t\ y to 2 7/27/17 UPDATE TO 6TH ED. (2017) IBC JK_ PART OR ASSEMBLY: Q A BUILDING CONSULTANTS, INC. N x i1 N 1 04/74/75 UPDATE TO 5TH ED. (2014) FIC JK d l.�/'/P.O. Bos 230. Volrieo, FL 33595 f IV A NO) DATE BY BUCK ANCHORING uD Phono No.: 813.659.9197 ( REVISIONS FEPE CA. No. 9813 0 201 4 R.W.BUILOINO CONSULTANTS INC. • 11 I • -......'..--. --. 0 i"U•ifpr ,--.Ak DIRECT TO MASONRY JAMB(T '. CFI,'B)In • ........7.7JV',,,,,, 4-9/16"JAM' gip(SEE SHEET 9) 1 c.jcl. IR LI mt.+0 •Z`A," eh DIRECTTO , 11 — —i -7-7 lq 1 t -- •(TYP.) 6"ITYP.) To/MASONRY . 6 Hi . iii 1 6 Ai •••• PI 4111P.)--.1 e ix emcg ;.7 79: 1 tin -11 n 1 :: .:N4_, *::4•*, - .--95-..q PI, MI i :lip OuuravaF. 1— SEE HINGE 12:a ,erz• ..E.53- •••. (4$.......".: oik 41;111.4( I A i a oil (1) DE7AL 1 • !,-- "A. 1*// 4c % % 4.-E V.%iium 1 2X BUCK i .... 0 - III ci ... 0 1X BUCK HINGE DETAIL 1 (12)0842'PH :: r (14)#8x2'PH f0 DIRECTTO 0.4/16.JAMB SELF-DRILUNG SMS : SELF-DRILLING SKS - DIRECT TO •'! HEAD 8.JAMBS 064116"JAMBI N t4 L'G 6 ylor MASONRY 11 I 1. l'Ci F. ITYP.) DI• TO MASONRY ( -k ---\\--0 IX BUCK I .....__. - JAMB(TIP.) T 2X BUCK - \ , ..... (SEE SHEET 9) [ - 2X"INF' 2c6. ft ,; I g SEE HINGE &it!, I 1 e — ADA SILL 0 z,... ..• 1.7 -7 0— .f.,- o DETAIL 2 4?-00 I ad I g r• • :F i r , 0 1 . V§ ig --‘,4-7- I I i _ .42 I illi HINGE DETAIL 2 xx t 'A fg NO g . Endura OLP 2 '' g !....., HINGE JAMB ASTRAGAL SCREW LOCATIONS Es I-, = i 2'PP( -,-- -.-6"PP.) DIRECT 70 1 ati ril 1 s s frIll 1-. 44(UP.)-•-I -.- T- I MASONRY%IF a -I?4 u IX BUCK co a I I I I I 1 I I I ..q _I _ 2X BUCK 0 _ (9 . 6-9/16"allf& 1 ASTRAGAL STRIKE PLATE AL / (1.19"x 3.25') Orr i fl - JAMB ‘ii - to E, 0 Ei Fi - 2, 0 2X BUCK DIRECT TO •coi — m 0 M N N w ' z LE 0 IX BUCK MASONRY ., • .101 6 d -Q :4 dipi DIRECT TO - - IAMEMP.) - - (SEE SHEET 9) NOr MASONRY HEAD 11.JAMBS ti liP.‘lir 2 2 g frw.) — • ASTRAGAL BOLT DETAIL W — - ..... Strike Mate @ Head 1 (-) 0 I i SILL(TYP.) MULLION - 0 E MMmmil - 0 MINIMMININ LATCH AND DEADBOLT DETAILS .r. - AA SI —D 1 IINIMIIIII 53 SILL(TYP.) 1 .-r 7 I r ... ....- "i iii 1 I T i I __......-= ----- -- 0 _ • ,...,-z . DAM I 0/08/14 1 OXXO Ur 0 BOLT HOLE ASTRAGAL BOLT DETAIL ASTRAGAL BOLT DETAIL scut: NT.S. 2 DWO.BY: JK co Le. DK CM LES i Outswing Threshold Inswing Threshold ri . g (mums NO.: FRAME ANCHORING a , 4 HARDWARE DETAILS n.-I 7347 2 I9- - .fi e 11 oil" . BILL OF MATERIALS ``o 4r•..•. 114. 4.56" `; ` ITEM 1 DESCRlPttON MATERIAL I ♦ ,.•• � A IX BUCK(G>=0.42) WOOD —i 4.56" �42.Q:' :.0± P, B 2X BUCK(G>=0.42) WOOD _�t 1 :::Z 5 A J• .n C 1/4"MAX.SHIM SPACE - —4- r�_,,� 1i. :f._ Cd) .L-zi4, a s•ail` D 1/4"PFH CONCRETE SCREW(1-1/4"MIN.EMB.) STEEL 1— `- v N' z n a a, E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE I--2.44'—4--2.13° ADA THRESHOLD J i y ....Abr.;` r 'c u°r= F 3010330LLOH BLOCK CONFORMING TO ASTM ELCO OR RW CONCRETE SCREW STEEL O O OLP i�i��••'••••••pw-'0 2 ci-o POLY FIXER JAMB �� Z a m o G 3/16"x3.1/4"PFH 11W CONCRETE SCREW STEEL T ��/t►L llpl U N ,,z P" 1 1/4"X 1.3/4"PFH ELCO OR I1W CONCRETE SCREW STEEL �l ? ^ ° i o c u a J #10 X T PFH WOOD SCREW STEEL { 1 Ul► E7)111-;"‘',..„11 } N g 9 o d 0-E w ^ L #10 X 2.1/7'PFH WOOD SCREW(1.15'MIN.EMB.) STEEL �' �-�.y� j .•'°'"-'----1 A 6i N "a m a a M 3/16"X 2-I/4"ITW CONCRETE SCREW STEEL + 1G2i1 L'::. ,��.I `� . L._0 N 3/16"X 2.3/4"I1W CONCRETE SCREW STEEL .. P 1/4"X 2-1/4"PFH ELCO CONCRETE SCREW STEEL I-- 4.56" I 4.56" I 8 3a 1 POLY FIBER JAMB COMP. - c INSWING THRESHOLD OUTSWING THRESHOLD W 6 DOOR SWEEP PVC 20 Endura(!Series]. O Endura(i-Serios) 7 WEATHERSTRIP(ENDURA FORCE 5) FOAM P. B WEATHERSTRIP(Q-LON) FOAM I 2.1"-_-- SIDFIRE SIDELITE °o ti 9 #9 x 3/4"PFH WOOD SCREW STEEL i ADAPTER ADAPTER zg 11 4"X 4 HINGE STEEL I ° 5 12 LATCH STRIKE PLATE STEEL II , J o 1 13 DEADBOLT STRIKE PLATE STEEL �_ I ` �I N o 6 20 INSWING THRESHOLD ALUM/COMP .- a2 w .3 71 21 INSWING THRESHOLD w/SIDELITE ADAPTER ALUM/COMP 000 22 OUTSWING THRESHOLD ALUM/COMP 456" — • q�d„ t 23 OUTSWING THRESHOLD w/SIDELITE ADAPTER ALUM/COMP a. a t 24 ADA THRESHOLD ALUM 6;7\INSWING THRESHOLD w/SIDELREADAPTER 3 2OUTSWING THRESHOLD W/SIDEUTE ADAPTER r E 25 OUTSWING THRESHOLD ALUM/WOOD Endura(Lsedes) I nduro(Lsedes) •Y 4m 26 INSWING THRESHOLD ALUM/WOOD 1., acs 27 INSWING THRESHOLD w/SIDELITE ADAPTER ALUM/WOOD 4.56" — N `Y 4.57° a 33 ASTRAGAL(DLP OR ENDURA) ALUM I . N.o^ 40 DOOR PANEL L 1 o y 50 SIDEUTE PANEL - - J <: # +, I. g Iii o b O OOISWING THRESHOLD 26 INSWING THRESHOLD o 2 B. CONCREtEANCHORNOTES: DlP ' H - I.Concrete anchor locations at the comers maybe adjusted to maintain the min g 13 edge distance to modarjoints 1.75' d 8 2.Concrete anchortocations noted as MAX.ON CENTER"must be adjusted to 1.75"-«-1 _ maintain the min.edge distance to mortar joints.additional concrete anchors c 2.12°— may be required to ensure Tho MAX.ON CENTER'dimension are not exceeded. .L Rea 3.Concrete anchor table: 4 n v o I. ANCHOR.: ANCHOR .MIN.' 'MIN.CLEARANCE MIN.CLEARANCE I a. i TO'MASONRY TO ADJACENT 5/16"O SLIDE BOLT -� N•.O a g TYPE...: . S►ZE. :EMBEDMENT $ �. 5/16"O SLIDE BOLT , z a zEDGE ANCHOR .> cN (7'THROW® i s I1W eUIIDEX 3/16° 1.1/4" 9" 1.1/T (`j EACH END) d `II (T THROW 8! I , DAM T O �T�t i�f� �08/T4 Z W TAPCON° 1/4" 1.1/4" T 4' iI EACH END) At —����1 suss, N.T.S. $ ELCO 114• 1.1p" .1" 4° ! "CONCEALED 1._ -z�1 . BOLT RETAINER ns a.er. JK m' ULTRACONe g STIFFENER N 4.57 l ay.cm LFS rc WOOD SCREW INSTALLATTONNOTES; ASTRAGAL ENDURAASTRAGAL OP" NO., I.Maintain a minimum 5/8"edge distance,I'end distance.&I"o.c.spacing of ©DIP O 27 INSWING THRESHOLD w/SIDEUTE ADAPTER FL-17347.2 = ___-N4___-- woodscrewstoprevenfthesptittingolwood. NlimalaHurdcaneFi DIP _ _ _-__ _ _ .____ -- - - --_ _ SHEET 12 ar17 d