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HomeMy WebLinkAboutProduct Approval R R W Building Consultants, Inc. 1 6 f B Consulting and Engineering Services for the Building Industry C P.O.Box 230 Valrieo,FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 it •I rodtict / / ' I Date: / 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 wi 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. Umitations: 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&11301.2.1.2.1. 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-17347.8 require further engineering analysis by a licensed engineer or registered architect 6. See drawing FL-17347.8 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by TEL 01390410 ASTM E330-02,E331-00 Testing Evaluation Lab.,lnc. V.K.Wright TEL 01390454 ASTM E330-02,E331-00 Testing Evaluation Lab.,inc. V.K.Wright TEL 01391140 ASTM E330-02,E331-00 Testing Evaluation Lab.,Inc. V.K.Wright TEL 01391120 TAS 201,202&203-94 Testing Evaluation Labjnc. William B.Shelton,P.E. 2. Miami-Dade NOA Materials Testing 17-0712.05 Safiex°PVi3 Interlayer(Eastman Chemical Company) 3. Drawing No, Prepared by Signed&Sealed by No.FL-17347.8 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 �� ,+ v�„ Fe Management Institute,certifying that Plastpro Inc.is manufacturing products ;�' '.;'z�sno. _�� ��'? r7 within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. 4j7fJ, .?•,� �G�i Lyndon F.Schmidt,P.E. FL PE No.43409 9125/2017 Sheet 1 of 1 I Florida Building Code Online Pagel of 5 F t �,L 7iP��N F✓ ! Ar.s � j C c— : a SCIS Home f Login User Registration HotToplcs ; SubmltSurcharge Stats&Facts ' Publications Fac Staff BaS Site Map . Links Search F!crica °t° Product A roval d r USER:Public User ,^ Product Approval Menu>Product or Application Search>Application List>Application Detall 2" FL f-' # F11-17347-112 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Piastpro 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/Emali 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. Y_ Validation Checklist-Hardcopy Received Certificate of Independence FL17347 R2 Col..(a)Certificate of Independence pdf Referenced Standard and Year(of Standard) Standard 101/I.S.2/NAFS Year 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 hos://www.flori(labuilding.org/pr/pr app dtl.aspx?param=wGEVXowtDo.Rvmu;mv.m- L Florida Building Code Online Page 3 of 5 "Impact"Fiberglass Glazed Door-Double with or without Sidelites(XX or O)XO)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 17347.6.odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 17347.6 for any additional use limitations, FL17347 R2 AE (b)Eval 17347.6.pdf installation instructions and product particulars. Created by Independent Third Party:Yes 17347.7 g.Fiberglass Door "Impact"Fiberglass Glazed Door-Single with or without Sidelites(X,OX or XO,OXO)Outswing/Inswing Configurations up to Nominal 8'0 in Height Limits of Use Installation Instructions Approved for use in HVHZ:No FL17347 R2 II (b)Inst 17347.7.Ddf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 17347.7 for any additional use limitations, FL17347 R2 AE (b)Eval 17347.7.pdf Instatla on Instructions and product particulars. Created by Independent Third Party:Yes 17347.8 h.Fiberglass Door "Impact" �9lass Glazed Door-Double with or without Sidelite (XX c OXXO)Outswing/Inswing Configurations up to Nomina '6 in Height Limits of Use Installation Instructions Approved for use in HVHZ:No FL17347 R2 II (b)Inst 17347.8.odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 17347.8 for any additional use limitations, FL17347 R2 AE (b)Eval 17347.8.pdf Installation instructions and product particulars. Created by independent Third Party:Yes 17347.9 1.Fiberglass Door "Non-Impact"Fiberglass Opaque Door-Single with or without Sidelites(X,OX or XO,OXO)Outswing/Inswing Configurations up to Nominal 618 in Height Limits of Use Installation Instructions Approved for use in HVHZ:No FL17347 R2 II (b)Inst 17347.9.gdf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 17347.9 for any additional use limitations, FL17347 R2 AE (b)Eval 17347.9.odf installation instructions and product particulars. Created by Independent Third Party:Yes 17347.10 j.Fiberglass Door "Non-Impact"Fiberglass Opaque Door-Double with or without Sidelites(XX or OXXO)Outswing/Inswing Configurations up to Nominal 6'8 In Height Limits of Use Installation Instructions Approved for use in HVHZ:No FL17347 R2 II (b)Inst 17347.10.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 17347.10 for any additional use FL17347 R2 AE (b)Eva] 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 R2 II (b)Inst 17347.11.1)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 17347.11 for any additional use FL17347 R2 AE (b)Eval 17347,11.ndf limitations,installation instructions and product particulars. Created by Independent Third Party:Yes 17347.12 1.Fiberglass Door "Non-Impact"Fiberglass Opaque Door-Double with or without Sidelites(XX or OXXO)Outswing/Inswing Configurations up to Nominal 8'0 in Height Limits of Use Installation instructions Approved for use in HVHZ:No FL17347 R2 II (b)Inst 17347.12.odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 17347.12 for any additional use FL17347 R2 AE (b)Eval 17347.12.odf limitations,Installation instructions and product particulars. Created by Independent Third Party:Yes 17347.13 m.Fiberglass Door https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXOwtDogRvNiviNumr VIA/'MI 4 r, •~'` , % P lastpro 5200 W. CENTURY BLVD. '�''� z '` RC1" LOS ANGELES, CA 90045 `'�,, p �. '� z . �l485M MAX. RA EWIDFEwIDTHM ' �ItrFt r11� u 9 m 4 I~ 74"MAX.FRAME YNDTH 8715 MAX. �` v a m x z° ; GLAZED FIBERGLASS DOORS � ~FRAME WIDTH �o° DOUBLES R a v mda Vv Vt $ LL 0 w/ or wjo S1DELITES s a INSWiNG/OUTSWING � zyo ,imwr, 0 x x 0 o q� GENERAL NOTES l° o o$ R9 1 .This product has been evaluated and is In compliance with the 6th Edition(2017) Florida Building Code(FBC)structural requirements excluding the"Hlgh Velocity a �•, , Hurricane Zone"(HVHZ). ° c � 2. Product anchors shad be as listed and spaced as shown on details.AnchorS a If embedment to base material shad be beyond wad dressing or stucco. a n 3. When used In areas requiring wind borne debris protection this product complies a m with FOC Sections 16M.1.2&R301.2.1.2 and does not require an Impact resistant covering.This product meets missile levet"D"and includes Wind Zone 4 as defined In ASTM E1996 and F8C Sections 1609.1.2.2&R301.2.1.2.1. F F A. For 2x stud framing construction,anchoring of these units shad be the some as N H rn that shown for 2x buck masonry construction. x x z 138 in 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. t3 TABLE OF CONTENTS XX R ` SHEET@ DESCRIPTION i T i elevations, n ores&generat noes " 2 Dow&Siderite anal detolls H=15, 3 Ute trams giazln d ads " ' a 4 Elevations 5 Horizontal&VerBcal Cross Sections 2X Buck w^z 6 Horizontal&Vertical Cross Sections 1 X 8DEStGIV PRESSURE DESIGN PRESSURE, oAT&10/08/t 4 7 Horizontal&Vertical Cross Sections Direct to Masonry) MAX-, {PSS (PSI} sous N.T.S. 9 a $ Vertical Cross Sections(Thresholds CONFtG F�AttIE INSWING OUTSWING awc.en JK 'm DIMENSION g Horizontal&vertical Cross Sections Direct to Masonry POS NEG.: POS NIG ;:: •e LFS ; 10 Buc anchoring XX 74.0"x 98.0° oenmxc Nos it Frame an c—Ang&hardware detalts +45.0 -50.0 +45.0 -A5.0 FL-17347.8 v 12 Bi I of matend6 an components OXXO 148.5"x 98.1 "o e sNar!cF12 63 d PuNaI ntiVinipro,Inc I' M MINA-Florida ProduCtApprwaalAR-17347 Rb*njuss0oos-n»part-nonimpact�C-DreMmjslPL-173479HW(Z4MVL-1734T.7'&*SZA -- 95.25°MAX.PANE.HSGHT � _L w g — -, o � . o z o PO �-! ss a 0 a o �•��' 1Q N 8 0 I N m y �ll L A In `V M. e. r.^4 n •7J5 ° ? m v Z r � m ate' � .'a.• `a •..��:. Z Ib %\ ,SCFIR , �'�•4 No.4M9 o n Q PRODUCT: Documents Prepared By ry FLASTFRO INC. Lyndon F. Schmidt ��� •. ORSOI�.'•�,`��� }N I g o FlBERGLASS 0008 P�,7�y No.-43ao9 j4�f�NA1-t�i��� r y 2 7 27 17 UPDATE TD 6TH ED. 2017 FBC JK PART OR ASSEMBLY: K� �BUILDING CONSULTANTS• INC.59 41 y NO GATE m i. 5 UPDATE TD 57H ED. 20T4 FBC JK DOOR & SIDELITE J l�trtr P.O. Boz 230,Vatrico. FL 33535 BY PANEL DETAILS Phone No.: 813.659.9197 REVISIONS FBPE CA No.3813 © 21314 R.W.BUILDING CONeULTANre IND. 23M'MAX LIGHT 2FRAMEWIRH PRAME WIDTH `�Q'�.•', S ''iG n n 20 S MAX 2050"MAX Z n D.L.O.WIDTH _ D.L.O.WIDTHr� V• = �+ i\Y' 5zyn ci O \\ z d m o fit11 INN y 8 ¢ c EE5 g .0oiq m O `` a ug 9po`a ma`a� qa V-19 X 1-3/4 PPH 4p j a SELFDRILLING SMS Pr1 °O LL n #10 X 1.9/4 PPH SMS 0.71" 1 126, 10 WE 1.59° .9 O �[ �e I1R 0114"q ^ a o 1 � 423' o ODL LRE FRAME RSL UTE FRAME y SAO FRAME 3g RSIJPVC7FRAME ^v IL DOW 995 DOW 995 0 *RIOR STRUCTURAL 1/2"GLASSBITE 8 8 ""CONE HOT BUTYL SILICONE 5/8'GLASS BILE SEALANT 1-1/4 OVERALL GLASS THK. 1"OVERALL GLASS THK (ADCO) a 1/8'ANNEALEDGLASS EXTERIOR ?:i1: ti.•. INANNEALED GLASS k' 0.090"SARBPPVB 4 0090 SAFLEX®PVB N1ERlAYER z INTERLAYER 1/8"ANNEALED GLASS 1/8°ANNEALED GLASS AIRSPACE w^o 14 AIR SPACE i 18'TEMPEREDGLASS o 0 1/B''TEMPERE)GIASS INTTRIOR / o aER EPT SPACER(ALUM) DAM 10108114 z_° 9 SCREW CAP 1/2•NON-GROOVESWIGGLE N.T.S. 117-19%13/4"PPH #10 X 1-3/4'PPH SMS 3B W/Ot1CHEM#BO POLYSULADE SMEDuro er JK m s SELF-DRILLING SMS 1/B"BACKRLL cwt.ec LFS 3 Gl GLAZING DETAIL oruwnw No.: tr ODLllteFame G2 RRS�Nk.A1L FL-17347.8 c M— 3 OF Z R'1CTents\Plastpn%Inc PERMANENI\A-Florida ProductApprovalAR-37347 RbergLm Door-Impact-nonimpad\C-OmwhtgsVL-173476TH ED RWAFI.-17347.7-BAS4A •ON •O Vr O.r tar tb Imt� xD 00'q � XO O.W Z V W X m •o In m W a 0 �� v yN w w m 0,w 0 Ole O 0O V W Z to*6 OD O Ce W 0 to A 07 Nr p, Q V A •O W V N A N tJt .O P Itlift!l��i 42-- /`7 F PRODUCT. Da nb Prepared Sy.:OW, `z r PLASTPRO INC. Lyndon F. Schmidt �� � .� S FIBERGLASS DOOR P.E No. 43ao9 .I'Z1 N� ``�`�� IA 2 0.... �3` z o !!!l111111� - y m[NO, 1 27 17 UPOATE TO 6TH ED. 2017)FBC JK PAR!OR ASSEMBLY: r, BUILDING CONSULTANTS, INC. Iv N (A _ 14 15 UPDATE TO 5TH ED. 2074 FOC JK ELEVATIONS �/{/ P.O. Box 230, Wrico, FL 33595 N m -4DATE BY Phone No.: 813.659.9197 REVISIONS FBPE C.A. ND. 9813 ® 2014 R.W.BUILDING CCNBULTA INC. I E NOTE: E 1.Spacing for item L'6°from each end and 5 more J��•. 0��. B B equally spaced along sidellte Jamb V total). C C �9 •I. L , 2.Spacing for item L @ head&sN:a from each end,1 • L @ centerline,2 additional at T 8 48'from end O.1jINK p,15"GSINK adJacentto door. �V%+•ti Q;?`; u D >• -'f' SEE NOTE 1 L .e' •• �' P •°' , +r , v z NNo z v vi 0 CL 12 a. Li Loi, a• ♦� 'ti.�:';•�.:�;;: - ^� Y 8 'D .?. .• ,.•i.•• , UO3 a . 6g � 1-114-MIN. 7 1 S W EMB.(TYP.) L 4D EMB.(TYPJ chi a t7 Ny T HORIZONTAL CROSS SECifON2 HORIZONTAL CROSS SECTION EXTERIOR INTERIOR o ?I c o M9 $ J cuts"show IM v ft J wi ng ll a9 suMq o e 3 VERTICAL CROSS SECTION a 4 5 outswing shown(Inswing simllar) ' E Ca • v ' p'' P • •.. •�, e 8 N 5 B B ��5B 7;'�,';-•;•,.�•� %i;"•.; INTERIOR 9 40 J C p_ L L SEE NOTE 2 L 50 7^ DAM 10/08/14 c SEENOTEi V sme N.T.S. � :,.9. .• 11 EXTERIOR L 40 !'� m 12 INTERIOR EXTERIOR o DWO.W. JK 50_HORQONTAFS C CROSS SECTION L ; s 6 HORIZONTAL CROSS SECTION gruwwg No.: rc 5 u ng shown In g I or 5 ng shown Ou ing similar a VERTICAL CROSS SECIION m $ 5 Oufswing shown(Inswing simflarl FL-17347.8 n & sir 5 or .... .• ° R. o' �' ' P `i,• �• �M: a :Z� m E z �� orn e > iV'�• �Al mn ZV •t A A E C m E e n d 'daT C 40 a ° 7 1 F 1 1 p EXTERIOR INTERIORro 7 50 zo > 'SZ G INfEilott 3 VERTICAL CROSS SECTION 5 ''. 6 Shownw/1Xarbbuck m ovWi Outswing shown(Inswing simlor) 'o CL a F �m ' •' SMOR SEE NOTE 1 L '° e s'. 1-1/4°MIN. 11 40 1 A •e n a EMB,(TYP.) 1-1/4°MIN. a a g Z EMB.("J B 6 0 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SEMONA C z" n Ln 5 own w 1(su buc c 6 Shown w 1 su u r, 6 Outswing shown(hawing simlorJ Outswing shown(hawing slmdar) ;> Gr tqq?Qqq >> Z 6 SEE NOTE 2 L 50 ^ �' 1 N—a h V¢ EXTERIOR INTERIOR N uo O uo Z NOTE: ate,10 OS 14 1.Spacing for Item L:B from each end and 5 more sant, N.T.S. 9 equally spaced along sldeGte lamb(7 totag)• 4 VERTICAL CROSS SECTION owo.By, JK m s 2.Sparing foritem L®head b slli:6°from each end,1 6 Shown w/1X sub buck CHIL W. LF a Outswing shown(Inswing sfmilarJ a ®centefte,2 addiibnal at 3°&4S from end °RdFL WMG N 7 i0 adjacent to door. FL-17347.8 n SKM 6 of 12 c n Dkr k Z /•pp�O` c m n H E �D,.p ..'�.:' .�•. .6; • • '''�!�//illi lllll�\��` Z dmz M E9mc°m Q o 1PNy maa � C E 0z va. C 40 ja F vo 'a ' +" •' C 7 ' 00 EXTERIOR INTERIOR g M • ' INTERIOR . 3 VERflCA1 CROSS SECTION Shown erect to M=S .Y Outs%ft shown(Inswing sly a" �z o � � 9 ixrEaloa y40 so 1 ---; 1-1/4"MIN 1-114,MIN. a N EMB.(IrP.t EMs.fFYP.j 8 8 C ;. 0 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 7 outswin0g csho rtl(Is xnn�g sim0ar) 7 O h inOg snovm( dmHar( a a SEE NOTE 2 L so >> z EXTERIOR INTERIOR - NOTE: 1.Sparing for item u e from each end and 5 moreDATE 10/08/14 ° equally spaced along sidefite jamb(7 total). r4"�VERTICAL CROSS SECTION swt: N.T.S. JK 2.Spacing for Item L @ head&sm C from each end,1 7 SOutswin shown(Uuwl a sMll�j CaM M LFS en 'm ®centeMm,2 additional at S'&4.5°from end oc 3 owp adjacent to door. L 17 a a FL-17347.8 c sNtErL of 12 b P-\Clients\Phwpro,Inc PERMANENT\A-Flodda Pwduct Approvals\FL-17347 Fiberglass Door-Impact-nonimpact\C-Drowings\FL-17347 6FH ED(2017)\FL-17347.7-Uwg&4 T-1/4"MIN. 1-1/4'MIN. EMB.(IYP.) EMs(IYP) 03 in ♦T . n tpa I$Q PO tn (O I0 /mom .D ... O Z No Z � N a IN V 1-1/4"MIN. EMs.(TYP.) 1-114°MIN. r EMB.PYP.) 4h z m ° n - �1 '� to � Is n a. v .v. N v g O n��IR� aSD A Cl- CL rQy� S� y O mQ _1� E7 R. n a� y 3 nIII 2L Q Z - a ll\11111111,1 N.43409• '� 1-114"MIN. F EMs-(TYP•) ' S PRODUCT, OD —t-F,Pored 7 r 7` F ly PLASIPRO INC. Lyndon F. Schmidt ����.p� Im I p FIBERGLASS DOOR P.E No. 43409 �`Fi1`�/OtVA1. v 2 p ' 11/illlllll� L 2 7 27 1TH 7 UPDATE TO 6TH ED. 2017 FEC JK PART ORPART OR ASS_ EM 3BLY-, x !BUILDING CONSULTANTS, INC, IV Z In y 1 74 T5 UPDATE TO 5ED. 2014 FEC JK VERTI CROSS J t�I/!v P•O. Bor 230,Voldco, FL 33595 N tb A NO DATE BY Phone No.: 813,859.9197 - REVISIONS SECTIONS THRESHOLDS) FSPE CJL No. 9813 �2016 R.W.BUILDING CCN9ULTA G INC. . . MAX. Is 11MX '.��' , '�_ W 1,25" MAXLi E = MIN. E MIN. (; r MIN. 11.1111 r'r Fr" d•' U C C C :!'• �:rC". � 'S' ten; � o lam•. q C.. �u 9 10 d o`a aLL SEE NOTE qzm EaMOR INMUOR EXTERIOR INTERIOR EXTERIORo Ja C INFERIOR P. € 4VERTICAL CROSS SECTION 9 Shown Direct to Masonry 5 VERTICAL CROSS SECTION 6 VERTICAL CROSS SECTION �o Oulswing only w/4-9/16 Jamb 9 Shown D'uect to Masonry 9 Shown DVect to Mosa g i? Double Door Only(N/A w/Sldelftes) Out.*g only w/6.9/16 Jamb Outswing only w/6-9/16 jamb &tnI J Note: 1. 1.Sidelfte assembly screws located 6°Irom top and bottom then 5 more equally spaced(7 total). 2.Spacing for Item L•T from each end and®center Una(3 total). o I e = E n � tun E C � $ rr INTERIOR 40 o ° s: ;'.•..+� UJIERIOR R•IIEINOR '?i„•,1: a al)' t z (sn Fi M ,;r..... o d » z 1-1/4MIN. y� EMB.(TYP.) E > EXTERIOR o ^ i 1-1/4MM. EXTERIOR EXrW0R L E Tf�w—z a EMB.(M.) SEE NOTE 1 1-1/4 MM. a'E:1010B/1 4 EMB.(TYP.) sour: N.T.S. 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION am BY.. JK m' .S 9 Shown Direct to Masonry9 Shown Direct to Mason cxK.en LFS 3 9 Shown Direct to Masonry Outswin on w/6-91amb Outswing only w/6-9/I 6'Jamb Outswtngonlyw/4-9/16 jamb 9 N I DRAWMNO.: N Double Door Only(N/A w/Sldelltes) FL-17347.8 n %w 9 orL2 D d R1C0enWiaMmLncMMANR"-N(xidaPmductApprmis%R.-17347 FiberglassDDar-Impact-cnunpatt\C-Omwings\FL-173476THED(2017\R-17347.7.8.dng,104 f I l� MAX. AxmfrYe) gyp) 73. Z. Z X 1610.c. __�-___-I PS--1 —� MAX(M) �•ay� No.43409 ' 9 PRODUCT: Document.Prepared BY.�j Io V o -772-771-7 F719EEGLASSSS DOOR P.E.on No.F.43M1e0h-Idt '��','' 7 27 17 UPDATE 7D sTN ED. (2017 FBC JK PART OR ASSEtABLY: BUILDING CONsuITANIS, INC. Iv H y 1 14 15 UPDATE TO STN ED. 2014 FBC JK P.O. Boz 230, VDlrico. FL 33595 N �+ NO DATE gy BUCK ANCHORING Phone No.: 013.859.9197 REVISIONS FBPE C.A. No. 9813 ' 0 2014 R.W.BUILDING- DDN9ULTANTH INC. DIRECT TO O ...... { �� T �P) I 11 M 1X8 CKY ��c� c o 4�Ov•• t , m I fill I ( G 2XBUCK a Q C * z 4'm L L 2XBUCK Fo 9 2X REINF. TT SEE HINGE H n ?`� �ti z ��` o m7 TT m 9 DETAIL 1 ' 1— _�� ''i, ....••• ,�.� >> m II am o F DRBECTTO t �� '�����oil 1111r,��M o� _ D a u xz� HEAD'& MASONRY i \ MNGE DETAIL 1 g c (fYP.) M DIRECTTO l (121#8x2"PH \ w °`IT a MASONRY ] ,. SELF-DRILLING (17)#8x7'PH v Lr o m d a — 1 G IXBUCK ti SMS t, SELFDRILLNG y z 2X BUCK ' 1 SMS c iJ _ • 2(REINF. �0 9 ;— II SILL )— O SEE AWL 2E o z a ADASILL 1 eR z$ oa x D — HINGE DETAIL 2 �p — " c3 u X � o � P•I rRyp 6' DIRECTTO c; 4'(TSP. 4°PP.)—►1 (TYP) � MASONRY 1111 a a HINGE JAMB 1X BUCK G Endura DIP >>� 2XBUCK ASTRAGALSCREW LOCATIONS F i �� ASTRAGAL STRIKE PLATE �� i L 2XBUCK _ _ (1.)9"x3.25') n a F 1X BUCK O_ 0 0� �N y DIRECTTO O o D MASONRY— B 8 V) HEAD a JAMBS W 13 o PYP) — MULUON ASWRAGAL BOLT DETAIL Strike Plate @ Head — H ^N SILL(TYP.) II V 12 a m 0 SILL PYP.) ADA SILL I DAM 10/OB 14 i D D 31W 0 BOLT HOLE LATCH AND DEADBOLTDETAILS s� N.T.S. 9 It, I I I I I I rl AMGALBOLTDETAIL ASTRAGALBOLTDETAIL .u+ JK m' Outswing Threshold Inswing Threshold c•U: LFS OO 3 aawW NO.: o FRAME ANCHORING HARDWARE DETAILS -134''a a SHEET_LL OF 12 H BILLOFMATERTALS 436" * ITEM# DESCRIMON MATERIAL \ . /// a, A IX BUCK(G>=0.42) WOOD 4 ° I . a n In 8 2X BUCK(G>=0.42) WOOD 1 'C>'s * =z ^ C 1/4"MAX.SHIM SPACE - L .• ..•...;I ea 61 7 t0 D 1/4"PFH CONCRETE SCREW(I-1/,V MIN.EMB.) ST® 2qq°--I--213°�-I :V"• �•O or o'n MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI 24 ADA THRLSHOID // .. \\\ o m �•'•••. F 1 4I X3HOLLOW FH BLOCK OORBWCRMING ES�C90 CONCRETE�� � POLY FIBER JAMB � '''////g1L1t•TTAA���```\ o n mz UN•. G 3/16 x 3-1/4"PFH ITW CONCRETE SCREW STEEL g u x z°d d 1 1/4"X 1-3/4°PFH ELCO OR ITW CONCRETE SCREW STEEL —® g 20 9 v J #10 X 2'PFH WOOD SCREW STEEL. a* _ n W7 'm°a`G.In n L #10 X 2-112'PFH WOOD SCREW(1.18' N.EMB.) STEN rFn M 3/16"X 2-1/d'ITW CONCRETE SCREW STEEL ` ;z N 3/16"X 2-9/4"ITW CONCRETE SCREW STEEL10 Imo—436" 4S6 a P 1/4"X 2-1/4"PFH ELCO CONCRETE SCREW STEEL c 1 POLY FIBER JAMB COMP. 20 En16111 ura NG 1HRESHOLD OUTSWING TTLRESHOLD 6 DOOR SWEEP PVC d [ZSedes) 6 dua(Z'erfes) 7 WEATHERSTRIP ENDURAFORCE 5) FOAM I--2X-1SIDEUTE 8 WEATHERSTRIP(Q-LONJ FOAM SIDELIIE ADAPTER _o 9 #9 x 314"PFH WOOD SCREW STEEL ADAC 1 I 4!'X 4"HINGE STEEL C3 R m a 12 LATCH STRIKE PLATE STEEL t9 o 13 DEADBOLT STRIKE PLATE STEEL n oa 20 INSWING THRESHOLD ALUM/COMP ~ ` ' `: :. 21 INSWING THRESHOLD w/SIDELTTE ADAPTER ALUM/COMP 436^ I— 436 22 OUTSWING THRESHOLD ALUM/COMP a 23 OUTSWING THRESHOLD W1 SIDELTTEADAPTER ALUM/COMP INSWING IHRESHOLD W SIDELREADAPIER i�oUTSM G THRESHOLD w/SIDEMEADAPIER 24 ADATHRESHOLD ALUM 21 Endura(2Sedes) "' End.INZ des) .9 25 OUTSWING THRESHOLD At I IWWOOD 26 INSWINGTHRESHOLD ALUM/WOOD 436" 3Q C3 27 INSWING THRESHOLD w/SIDELTTE ADAPTER ALUM/WOOD 4 12 T �+ 33 ASTRAGAL)DLP OR ENDURA) ALUM I ^a s 4D DOOR PANEL N N z 50 SIDELTTE PANEL 8 W 15 OUISWING THRESHOLD 26 INSWING THRESHOLD R rr CONCRETE ANCHOR NOTES: DLP DlP n T.Concrete anchor locations at the comers may be adusfed to maintain the min. r edge distance to mortarJoints. 1.7S' >; 2 Concrete anchor locations noted as MAK ON CENTER'must be a usted to 1.75' matntarn the min.edge distance to mortar jaists,addlfional concrete anchors —2.12" ^_ v may be requ6ad to enure tha MAx ON CENTER"dimension we not exceeded n a i € 9 Concrete anchor fable w o ' s ANCHOR ANCHOR .MIN MIN CLEARANCI MTN CLEAR/INCE ^ 0 0 7YP> I Eh1BEDMENT TQ TVI q50/TRY TO ADJACEPII ll 5116"O SUDE BOLT 5/16'O SUDE BOLT s z a EbGE ANCHOR•...._:. N (T THROW® v EACH END (T THROW® OATE10 08 14 z a ITW sUILDEx 3110 I.1 4' 3" 1.1 ) EACH END) SauF N.T.S. 3 TAPCON® 1147 1.1 4' T Ir Gwo,cr: JK m' ELCO 1/4' 1.1/4' 1" 4' CONCEALED BOLT RETAINER CHK er: LFS 3 utTRACO►f STIFFENER � �4ST'. rr WOOD SCREWINSTALIATiONNOTES: ASTRAGAL ENDURAASiRA13A1 GNAWING No.: 1.Maintain a minimum 5Ar edge distance,I'end distance,3 I"o.c.spacing of DLP UIIlnate Hurticane 27 INSWING THRESHOLD w/SIDEUIE ADAPTER FL-17347.8 n wood screws M prevent the spfltling of wood. �r DNP N sHm 12 OF 12 6