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HomeMy WebLinkAboutPRODUCT EVALUATION REPORT, RW B R W Building Consultants, Inc. � �' Consulting and. Engineering Services fbuth6 Building Industry. P.O;Boz 730 VeIrico,FL 33595 Phane.813,659.9197 E Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Category Sub Category _. Manufacturer product Name Plastpro Inc. d - Glazed Fiberglass gle'Door+? `. Exterior Swinging Exterior Door 5200 W CENTURY.BLVD, wl orw/outSidelites Doors Assemblies LOS ANGELES, CA 90045 Inswingl Outswing (440) 969=9773 "Impact" Scope: This is a Product.Evaluation report issued by R W Building.Consultants, inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Plastpro Inc. based on Rule Chapter No. 61 G20-3, Method I of the State of Florida Product Approval, Department of Business & Professional Regulation, RW Building Consultants and Lyndon F. Schmidt, P.E. do not havenorwill acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the producMANNE® herein. BY Limitations: St. Lucie County 1. This product has been evaluated and is incompliance with the 6thEdition (2017) Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone 2. Product anchors shall be as listed and spaced asshown on details. Anchor embedment to base,material shall be beyond wall dressing orstucco. 3. When used in areas requlrihii windbome 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 El996 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-17184.7 require further engineering analysis by a licensed engineer or registered architect. 6. See drawing FL-17184.1 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL.2004-09-24-029 TEL01391120 2. Miami Dade NOA 17-0712.04 3. Drawing -No.. No. FL-17184.7 4. Calculations Anchoring Test Standard Testing Laboratory Signed by ASTM.E330-02 and ASTM El996/1886-02 Testing Evaluation Leb.,lnc.- V.K. Wright TAS 201, 202; 203-94. Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E Materials Saflex® PVB Interiayers (Eastman Chemical Company) Prepared by ' RW Building Consultants, Inc. (CA #9813) Prepared by RW Building Consultants, Inc. (CA #9813) 5. Quality Assurance40 Certificate of Participation issued by National Accreditation and Management Institute, certifying that Plastpro Inc. is manufacturing produc(s within a quality assurance program that complies with ISO/IEC 17020 and Guide 53, Sheet 1 of 1 Signed & Sealed by Lyndon F. Schmidt, P.E. teeeeepe CFOQry/, Toositined & Sealed by oo Lyndon F. Schm d , P.E. ENS. od No 43409 R STATE O Lyndon F. Schmidt, P.E. FL PE No.43409 10/10/2017 M=a 1 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 OPAQUE FIBERGLASS SINGLE DOOR w/ or w/out SIDELITES INSWING/ OUTSWING "IMPACT' GENERAL NOTES 1. This product has been evaluated and is In compliance with the 6th Edition (20171 Florida Bugdmg Code (FBC) structural requirements exdudng the 'PBgh Velocity Hurricane Zone' (HVHZI. 2. Product anchors shag be as T6ted and spaced as shown on detags. Anchor embedmem to base material shag be beyondwal dressing orslucco. 3. When used in areas requft wind bome debris protection this product complies with FBC Sections 1609.12 & R30121.2 and does not require on Impact resistant covering. This product meets mItsle level "D" and includes Wind Zone 4 as defined In ASTM E1996 and FBC Sections 1609.1.2.2 & R3012121. 4. For2xslud framing conshucffon, anchoring of these units shag be the same as that shown for2xburkmasonryconsiNctlon. 5. Site conditions that deviate from the detalis of this drawing require further engineering analysis by a licensed engineer or registered architect. TABIEOFCONIFMS SHEET! DESCRIPTION I Typlcol elevations. design pressures&general nofes 2 Doarpanel tlelals 3 Sitlewe panel detags and glaring decil 4 Elevafons 5 Hor'°ontai cross sections 6 Vertical crass sections 7 Vertkcl cost secfions 8 B°ckanolaNg 9 Trameanohonng 10 Hardware details I Bat of materials and components z 1 QAc ®® '111ll I60 �, Y u N „: 115.0'MAX OVERALL FRAME WIDTH � Em � m m FRAMEWIDTH ME� DDN7 1H 1S0 IRO C� b� x z ®® a A 06 'o z 'o bar rr 0 0 ° b� mw s X OX � a. .f� m OXO ° ®® nr n E W XO € "_ CONFIGURATION MAX. FRAME DIMENSION MAX. SIDENFE D.LO. DIMENSION DESIGN PRESSURE (PSF) INSWING DESIGN PRESSURE (PSI) OUTSWING POSITIVE NEGATIVE POSITIVE NEGATIVE X 37.5' X 98.0" N/A +65.0 -70.0 +65.0 -65.0 OX/XO 76.25' X 98.0" 20.5" X 78.25' +50.0 -50.0 +50.0 -50.0 OXo 115.0" X 98.0" 20.5 x 782.T +50.0 -50.0 +50.0 -50.0 m I FL-17184.7 I EXTERIOR NGESTILE STILE CHIeMw PVC INTERIOR RM FORCEMENT —/UOCKSTILE(LVL) — STU (STEH.0.15'X 1.431 REINFORCEMENT LATCHSTILE (LVI) HORIZONTAL CROSS SECTION ceudwplvc 35.75'MAX DOOR PANEL WIDTH T DIE] SEEKARDWARETABLE WOW-Cl M-- �XCIPEVY-:1-- VGMMUSMM mwLOLL DMOMT. - LOCK: mwI=ON YM Dwsom. mwvui=ON(msmHS) "Ol. ' SERIU (NO) =HUGE DIMBOM. WSWES(lota) EXTERIOR FIBERGLASS SKIN (ODWTHICK) BOTTOM RAIL (COMP.1 — INTERIOR a) VERTICAL CROSS SECTION FL-17184.7 I �_p. �� § :AIEMS� NO OSdLSv id § § :AIEMS� NO OSdLSv id § (LIOZ) 03 H19 01 MVUdnj Zl/*Z/Z I e I fturM § A7/ § )£ i 0.:\menLMMtMo, Nc BEBMPAENM' flNMe goEu2 Appm'ek\fL-1)101 FEa0lass DBat-0isx'MOiwSn'MB (BHBIC- OmM00slR-1)]816TH B1 (2017)\ft-Iri8958.Nq, 3i N o P N P P N N N A Q V � V W Q ::J V N y V A N N O z x0 V N�0 P A vJ P N a w N N N P P N A V � V W O V N V A N N V N �(D D X � w P N N W O oFtSCHM�� / N.. 434M /0./O• l - 'r g '1-I !35 PROOUCf: PfA5TPR0 INC. oacumena Plaoan ey. �,{� •i�O:`?1VADl.I; p I N SS DOOR mom�A �:'6 P.ENo. 43oaFIBERGL 11 aa r Z N J]IIII it 11\\\\ BUILDING CONSULTANTS, INC. PARS OR ASSEMBLY: r N ELEVATIONS r� PI/ P.O. B.. 230, V.1Moo, FL ]}595 V N PhBPB No.: 813.059.919] REVISIONS FBPE CA No. BB15 2 ] 26 I] UPWR: )O BiN m. T01] FBC JK I 4 T 15 UPW)E i0 5TH m. (ID14 FBO JK NO DATE B 1-1/4"MIN. EMB. ITYP.) •'e 0 M 27 ag. F 40 7 9 8 s 21 20 IS t I.--CCySpINK E E 1 HORIZONTAL CROSS SECHON 5 s NOTE 1. Spacing fwOem K: b"from ends andBmweequallyspaceda1019 EXTERIOR g sidefte (101ota1). SEE NOTE In EXTERIOR E INTERIOR J 1-1/4"MIN. A C 21 20 EMB. (IYP.( L. 4 NO RRONTAL CROSSSECTION 5 Shownw/IXsub-0ua 2 HORIZONTAL CROSS SECTION $ ShownwiM 2K reNfarcemenf EXTERIOR INTERIOR E • OI Q 10 °�I��/�i/�iI j ••'♦II I•�•yY1RpH�111 to��ll11��� 1■ I��'��neeufmnu: OTE I NINTERIOR O O O © •' v 3 HORNONTAL CROSS SECTION $ Shawn wiM2Kremorcement nxv. ee JK ou ee Lis rw° ws FL—I;I84.7 R:\O]enK\plailpm,NC PcPttaNENI\N-FlOMaflWu6Pypmvak\R-1)i81 REerylass Dow-IrtrvNgdu6wNq (BNI)\C• DrewNgs\R-1T18461H ET(}AITJVL-1)1&SB.Aq, 3-6 m q' g m A A •N A n pm . O a A p � •P p r 3S C e og • •9 m 22 ZO ZZ m m V yWj A o 2 O pV A d O p •. C'SINK MIN. (IYP.) EMB. FMB. jfYP.J m m 1-1/4"MIN. m ° ^ EMB. (IYP.) 2 pp a m A pp • � T1 f$n � (y O � :TQ A � g� Q� 5p an p Z m S w O O A A 1-I/4"MIN. EMB. (TYP.) 1-1/4'MM. EMO. (IYP.1 m I-1/CHIN. FMB. (IYP.J O g A D P N � e .e .• o3ggggg.� z •e F A x�gn ° pA m A B37o $ t2 s 0 m o _ 90 =n N A z �•••`�3�++es''r g• M A 1-1/CHIN. • .ti FMB. (IYP.) _ ; No.43409 p 3 PRODUCT: Bmm:enta Pae.. �i •'•.t]mBM' PLl$fPRO INC. FIBERGLASS DOOR Lyndon P. 9ehmmt C P/.�E No. 4N409on SS,ONI V 2 ` E y�[1 BUILOINO CONSULI.. INC. ✓ N + 2 ) 24 O UPl14TE TO 8TH 0. 2017EHC JK pFRf OR ASSEMBLY: UPOATE TD 5R1 m. 2014 fHC JK VERRC4L CROSS SECTION$ P.O. BOX 230, VQIHCO, FL 00595 N NO DATE BY + V Phone No.: 81%689,919] R IS DNS EBPE CA No. 810 O aat a w.w- nm•emn en„ww.,.n me- 0.�OIenlsVlas�m. Inc PERMANENM- FloridaP vUAppmvalAFL-17184 Fbeylass Oom-Inswing-0ulswing (BHIBC-DOWngAEL-1]1M MED(2017)VL-171M,S.B.Ew 3-7 d Z nh m to z O 0 0 • m p' 'y `n .. m '.e• T� In n mf) T A O 0 2 Z O A cZ c 0 A • n O.1S C'SINK� I1/4°MIN (TYP.) EMB. ITYP.) A I-1/4'MIN. EMB. (TYP.) 1-1/4"MIN q• FMB. (TYP. V 4, Fn Z 83 I, Z O 22 �a 3, • . n m� s2n mH '3 m o a 2 0 o m > ^1 A V N m m P. Ze- • 12 n A 4 �Py m gg P 0O BO O n a= A N A O (m] A L m y 2 O m 1-1/4'MIN. EMB. (TYP.) o �p�LLF�SCF11y/�////i o �. v..•.,r y 1-I/4'MIN. / :• No. 4340EI 31�1— sm, �K.. mi PS �iI PROCUCf: oe .o. Prepare %i/l� ••'•?!�0� PfASTPRO INC. FlBERCIASS DOOR Lmeon F. Sehmlat O O� P.& No. 43409 N V Z 2 ] 24 1] UPDATE TO M ED. 201] FBC JK ppgT OR ASSEMBLY: BUILOINO CONSULTANTB. INC. 1 9 2 i DPIMIE TO 31N E0. (2019 FBC JK I+• F v1 VERTICAL r/ V �/�/ P.O. BOK 230, Valrlee, FL 33595 NO DATE N CROSS SECTIONS Phone No.: 813.BSo.B1 B> REVISIONS PBPE CA Na. B813 Qz 6i; 0 or ......... .. -5 4- pyp.j Ir Ir .4 0 Z pYP.I VYP.l f. A-... 5 q 77 mans II II II II II CDT D TYP. HEAD MASONRY TYP. HEAD TYP. HEAD MASONRY7 & JAMES MASONRY & JAMBS OPENING & JAMBS OPENING OPENING II II ot 6 Z(BUCK --- 2)(RENFORCEMENT IXIUCK--\ SHOWNpORREF. 2XBUCK --\ ONLY 2X REIINFORCEMENTJ' SHOWN FOR REF. II am O II II �-2 ONLY Li- - - - --- hti II — !o 0 II II - 220 77 0 ------ II II II ?\ BUCKANCHOPUNG BUCKANCHORING flUCKANCHOWNG x Ox/xO OX0 12 W 12 CONCRETEANCHORNOM' c, edge distance }om°rlaJunh - 00 02421 12 N.T.S. owv. en JK 17.FL-184.7 ANCHOR MINA lzCLEARANCEMIN. CffAkANCE TYPE;SHE ADJA 1./r r r TAPCON11411/r WOODSCREVMAURONNOM MASONRY ro UIiRACAN 3. rryp.j 6' (TYP r DYPJ 71 r Fri :J)IXBUCK MASONR' TYP, HEAD OPENING & JAMBS -11 —i-or 2XBUCK-\ TYP. @ Su FRAMEANCHORING x wipe dnarceromMapntr. 1. pNCtlW iEM8E,D,M-E,t,l..r.. TYPE .e''SRE TAPCON' ELCO ULMAWN lie 1-11r m TAPCON* 311C mir I r I I-yr I..'p..Irwd II I zo I a 2XSUCK to MASONRY 0elXBUCK OPENING 0 HEODAND FRAME--\ JAMBS TYP. @ Su FRAMEANCHORING xx -1i r PYF.) I r LRUC 2XK RUC X BUCK lyp a HEADAN17 JAMBS �E 0 TYP. @ SILL TYP.OSU I FRAMEANCHORING OX0 0 !E02 1 12 2 N.T.S. JK LFS FL-1 7184.7 NC 11' 48.37E �m x LE .15 .� 26' I 26' I 16' 9.2v5"—L] v x No.43409 PkA RO INC. ILyn4on F. Scnmldt FlBERCV55 DOOR P.E. No. wi g ASSEMBLY: N BUIMINO CONSULTANT$^INO. I HAREWARE DETAILS ✓CU p•o. Box 230, Voloco. R 3mos BILL OF MATERIALS IIE611 DESCRIPTION MATEM A IXBUCK(SG>=0.42) WOOD B 2XBUCK (SG>=0d2) WOOD C 1 IN, MAX. SHIM SPACE D 1/4" X 23/4" ELCO OR TIW CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F 1/4"X2-1/4" PFH ELCO OR ITW CONCRETE SCREW STEEL G 3/16'X3-1/4"PFH IIW CONCRETE SCREW STEEL H 1/4"x3-1/4" PFH ELCO OR IIW CONCRETE SCREW STEEL J 1/4"X 33/4" PFH ELCO OR ITW CONCRETE SCREW STEEL K #9X2-1/2'PFH WOOD SCREW STEEL L #10X2-1/T PFH WOOD SCREW 11.13' MIN. EMBEDMENT) STEEL M #BXTPFHWOODSCREW STEEL N 1/4"X 1314" PFH ELCO OR IfW CONCRETE SCREW STEEL 7 FORCE WEATHERSTRIP (ENDURA) FOAM 8 COMPRESSION WEATHERSTRIP QLON 650 (SCHLEGEL) FOAM 9 4" X 4" BUTT HINGE STEEL 10 09X I" PFH WOOD SCREW STEEL 11 #9 X 3/4" PFH WOOD SCREW STEEL 20 FINGER JOINTED PINE FRAME, HEAD B HINGE JAMBS WOOD 21 POLY FIBER JAMB COMP./VINYL 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT STRIKE PLATE STEEL 29 SIDELITE SPACER(ISSLB) PVC 30 DOOR SWEEP PVC 31 OUTSWING THRE t OLD BY DLP (QOSH) ALUM. / WOOD 32 ADA THRESHOLD BY DLP (ISHC) ALUM. 33 INSWING THRESHOLD BY DLP 1I5C51 ,ALUM. /WOOD 34 SIDELHE THRESHOLD BY DLP(ISH/EIS) ALUM./WOOD 35 TRIM WOOD 36 OUTSWING ADA BUMP THRESHOLD ALUM. 40 DOOR PANEL- SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS - 60 SIDELBE PANEL- SEE SIDEUTE PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS - (SB 2XREINFORCEMENT(CLEAR PINE: SG>=0.49) WOOD �4.56"-I 2U HEAD &SIDE Jamb L )---- 456 � n jF�2.44"—^♦--2.13"A E21 HEADASIDE Poh/%ellamb a IIIIn—II ZI�r�—�J{I �0 u 29 SIDEUIESPACER MG - 41 r_ — Chi 3T OUISWIHGTHRESHOLD OUTS S J2 ADA SILL WC T 1 J6 OUTSWLNG ADA BUMP THRESHOLD QSHC J7 INSWING THRESHOLD BLS 00 —I *I4I S34 SIDELNE iHRFSNOID RH/ ER 1* z I FL-17184.7 I W R W Building Consrthe2drg B Consulting end Engineering Services for the Budd' g-In C P.O. Box230 Valrico,FL 33595 Phone$13.659.9191 Florida Board. ofProfessioal engineers.Certifieate ofAuthorization No. 9813 Product Category Sub Category Manufacturers I _ ANNED Product Name Plastpro'Inc. BY Glazed Fiberglass cable DO-0 Extedor Swinging Exterior Door - S200 W. Century Blvd. St. f - Cl2 CDUi1fJ/ wT or wiout sidentes e9 Doors Assemblies :Los Angeles, CA 90046 Inswing I Outswing _-- --- (44(11)`969-9773 _ "Impact" Scope: This is a Product Evaluation report issued by W, Building Consultants; Inc. and,LyndonF. Schmidt RE (System ID # 1908) for Plastpro Inc. based on Rule Chapter No. 61 G20.3, Mathocf'i b of the State of Flor da Product Approval, Department of Business & Professional Regulation RW Building Consultants and Lyndon F: Schmidt, P.E: do not have nor willfacqutre 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 Bth Edition (2017) Florida Building Code (FBC) structural. requirements excluding the "High Velocity Hurricane Zone". 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedmentto 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. L2 & R301.2.1.2 anddoes. not require an impact resistant covering. This product meets missile level"W and includes Wnd Zone 4 as defined in ASTM El996 and -FBC:Sections 1609.1.2.2 & R301:2.1.2.1. 4. For 21x 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-17184.2 require further engineering analysis by a licensed engineer or registered architect 6.. See drawing, FL-17184.2 for size and design pressure limitations Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by TEL 613iaff 0 TAS 201-94, 202-94 & TAB 203-94 Testing Evaluation Lab.,lnc. Lyndonft Schmidt, P.E TEL 01390454 ASTM E188e-owE1996-06 Testing Evaluation Lab.,lnc: V.K. Wright ASTM E330-02,E331-00. 2. Miami -Dade NC1A Testing. 17-0712.04 _Materials Safle& PVB.Intedayers (Eastman Chemical Company) 3. Drawing No. Prepared by Signed & Sealed by 2 Building Consultants, Inc- (CA#9813) Lyndon F. Schmidt, SG �o ®sOQ 4. Calculations Prepared Slgned:BSeaedbRE ,�0,%P \.,��pEN,g�•.,•• ASLyndonf. Anchoring RW Building Consultants, Inc. (CA#9813) w�0e Schmidt, P.E. No 43409 5. Quality Assurance ..*,; Certificate of Participation issued by National Accreditation and: 3 3r Management Institute, certifying that Plastpro Inc. is manufacturing produrs-10 • OF w thin.a quality assurance program that complies with ISO/IEC 17020 and �90 STATE �1V0 Lyndon F. Schmidt, P.E. Guide 53.. ioT , 4 O R I�,: \,o� FL PE No.43409 10/10/2017 ��ooz.` Sheen of 1 10N,p \,% kg)M"X'1�0111plastpro 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 GLAZED FIBERGLASS DOUBLE DOOR w/ or w/out SIDELITES INSWING/ OUTSWING ,IMPACT' GENERAL NOTES 1. This product has been evaluated and IS in compliance with the 6th Edition 120M Florida Building Code (FBC] structural requimmenisexcluding the "High Velocity Hurricane Zone" (HVHZJ. 2. Product anchors shall be as Bsted and spaced as shown on details.Anchor embedment to base material shag be beyond wall dressing astucca. 3. When used in areas requiring wind home debris protection this product complies with FBC Sections 1W9.12 & R30U12 and does not require an Impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM El996 and FBC Sections 1609.122 & R301.212.1. 4. For2x stud framing construction, anchoring of these units shag be the some as that shown for2z buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further engineering anahAis by a licensed engineer or registered architect. TABLE OF CONTENTS SHEEN DESCRIPTION I Typico elevatiom, design premises & general notes 2 Door Done' meta-, and glaring aetal 3 Sidette panel detals and gazing detail 4 Eavotions 5 Horizontal sass sections 6 Vedical cross sections 7 Vedlcalwsssections 8 Buckanchonng 9 Frame anchoring 10 Astraga etals 11 U111 or materia6 and components 151SMAX.OA FRAME WIDTH 3725"MAX 74.0'MAX. FRAME WIDTH FRAME WIDTH��s" 2 i I � 3� X X O >" o o l� IL J MAX. FRAME DIMENSION MAX. SIDELfSE D.LO. DIMENSION DESIGN PRESSURE (PSI) INSWING 1PS11CONFIGURATION POSITIVE NEGATIVE TIVE xx 7,C X 98.0" 20.5" x 78.26' +50.0 -50.0 ADESIGNPRESSURE 0.0 oxxo 151.5'X 98.0" 20.G'X 78.25" +50.0 -50.0 .0 ec FL-171B4.2 STILE _ (COMP.) STILEREINFORCEMENT S (WOOD) 357SMAX DOOR PANEL WIDTH 2 4 �Q O 0er L f D � DOOR PANEL )W > INTERIOR LOCKBLOCK (20-LONG WOOD) 7 HORIZONTAL CROSS SECTION 2 of x x 0m d a SffHARDWARE O CHART ti 1.75' _ STUB TOPRAR/ - (COMP.) (COMP.) SIRE REINFORCEMENT - - - (WOOD) FOAM CORE - - (FOLYUREIHANE- - 1.9PCFMIN.) STRUCTURAL SIUCINE(DOW 995) 5/9'GLASS BILE 24=MAX. NON STRUCTURAL SEALANT EXT. FFRAMEWIDTH I.OVERALLGLASSTHK. 7(I.SMAX. 10ANNEAIID GLASS D.LO. WIDTH 0Z(Y SAHB0PVB ODL NIE FRAME 9E Tn d 2d e wrERwYER 1/9-ANNEALED GLASS INFERIOR 1 AIRSPACE I/B'TEMPEREDGLASS _ #7-19X 13/4'PPH ALUMINUMSPACER SELF DRBDNG SMS 3p ON—T. NONSTRUCTURALSEALANT GT 9w- DETAIL - T- 3A lam. S' OAST i ODI LITE IRAME (A -) FIBERGLASS STJN (0.075-THICK) a rl•� M BOTTOM RAIL' UJ I'_J LU_L (COMP.) 2 VERTICAL CROSS SECTION 2 oo n 2 rt�l O` � 4 pfA \\\\ D 0 n 'L 11111T �, OA Z un•: V \ AY mLL6LL A F ci p� 8 Ta b' �� Jo nm � xoi FL-17184.2 I. FL-17184.2 I. 9525'MAX DOOR PANEL HEIGK 71 0 F; -ED T� or 0 M T 8225 MAK O.A. FRAME HEGHT 7827MAY D.LO.HEIGK- 0 1017 MAX O.C. (TYP-j 0 0 z \ k /�_ 0 F; z 2.7V 1.76- > 1. 1.7e 0 > z 0 0 A 0 j �� . . § §� \� � � � � \ ° � � � � \� \� 43409 I PRODUCT: NO W VMINISW.(2017)�jJ''KKR F7BEREGLASS DOOR LPENm BpP U.h0.IM..WI NG .CM: O8ON,1S 3UV.L6OT5IINI9MC.O9 9a Am zN MRI- LWLAW .. C.3.. 9813 I L� No.43409 1: oao.m.rc. Prapure! or-�� PIASTPRO INC Linden F. Schmidt 4F.ROIEO FIBERGV S DOOR P.e Ne. a3a09 SweLY: V/l�j�� BUILDING CONSULTWiS. INC. ELEVATIONS J1�(��1 P.O. Box 2 0. Votdco, F 33595 Phone No.: B1S.eSB.9191 a0i 0 B.w. e�i�omo co.eov��re le c. EXTERIOR g - �'• „ •• V�% 11 K E _ yf§ 6 10 EXTERIOR 60 rntA id CF`O` ! om• •... ...• finr itl �` 8eaRmz° od rtg Em z$cd l" t INTERIOR Z SEENOTEI K v� B INTERIOR d p• 21 20 0.1S I L NOTE: C51NK--{I-� 1\\y 0 I. Spacing foritem K:6"fmm ends m,P) U �m �C and 8 more equallyspaced along C p EMB. MIN. o, J o� sidefte (10 total). EMB. MIN. 20 21 Eyg, I7yp,) 5 N Eb18. j1YP.J c> w po'm^ $ HORIZOMAL CROSS SECTION O 4 HORIZOMAL CROSS SECTION am $ Outswisg stlown-imwing ow approved a $ OuMHing stwwn-Inswing also approved o Shown w/IK SubbJ o MIN. EXTERIOR INTERIOR I8' CSINK L W•1 1 HORIZONTAL CROSS SECTION 2 HORIZOMAL CROSS SECTION $ Ou0mizgshown-inswing also oPProvetl $ SOu� neh2XMinto ementwapproved EXTE INTE 3 HORTZONTAL CROSS SECTION $ Ouhwirg shown- Insng also apptovea BY: JK m er iFs 3 WIK NJ.: p FL-17184.2 22 0 A 4 A A 1-1/4"MIN. EMB. (IYP.( 0.15" C'SINK (IYP.( •.q z o m T C pp �a g^ on aA D 00 N gH sm n D � O 7• Z � e ? N A O A A 1-1/4•MIN. - EMB. (1YP.( I-IXIAIN. EMB. (TYP.( 1-1/4"MIN. EMB. [TYP.( m m A A o a A W wg N 0 G o^ FW m V n �N C2 m N o A � N Ne µDEN96'•.,, Z m � � A I-I/4°MIN. � No.43409 • • £' 4 PRODUCT: �// PLA$TPRO F. SchmlBt •RDIBD�•••' \� m N FIBERGLASS DOOR DO P.E N PI�AE Ne. 11409 ? Z 3 B IS 19 CpFREC!WOROINC IN O.P. W(-C Ij5 m r —I -N• RVO O UPMTE TO biH EO. 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No. 43409 �`�� ' DOOR 'APPF�I �IAj \tY\Y /!1 PART OR ASSEMBLY: n m y -• �/�nI�/ BUILOINO CONBULTANI9, INC. _ x rn N P.O. Box VIO, Volrlee. FL 33595 N VERTICAL CROSS SECTIONS VY No, REVISIONS iHPE CA NPhone o 98139197 0 no,z n.w_ w.....,. �,.........�. �.,. J H IS 1H CORR£W WORDING IN D.P. TADLE U3 2 H 02 V UPWTE TO 6BH E0. 201] FBC JK 1 04 22 15 UPMPE i0 5TH E0. 2014) FBC JK NO DATE BY VYP.I sIttP.I r II II II _ II TYP.HEAD _ II II II TYP. HEAD 'y MASONRY II &JAMBS MASONRY II II II &JAMBS OPBIING II OPENING �I II II II II _ II p II g 2XBUCK III 11I SHOWN FOR REF.-' I 2)( BUCK 2X REINFORCEMEMI SHOWN FOR REF.I i I I ONLY II SHOWN FOR REP. II ONLY II II --ONLY II II II II II II yU II II II u1U ' II `30 _ II II II mo ' jj II II II � II it jj II 7 .. ii II II II BUCKANCHORING XX i CONCRETEANCHORNOTET: § I. Concrete ancho'bofimat the corners maybe acqu.d to mo4,tdn to mN. 3 edge distance to maforjoln . 2 Concreteanchaio RomwN dw"MAX.ONCENTER"mlrslbeadjesfedto 3 mahkN the min. edge d ceoe to modarjotnfs, oddNiond concrete anchors _ be Mq .d to ensae Me"MAX ON CEN1 dmensbn are not e=eeded. 1 Conaeteonchorrabo. :ANCHOR ANCHORCt{ARA'NCE MIN.GLEARANC{ S�1E EMBEDMENT' is MASONRY TOAOfAQ"ENf TYPE ANCHOR � 0 1!P 1.1/4 Y f TAPCON ELCO ULTRACON 1/4 1-1/f 1' 4' vl WO rbina WINSIRoFed eowa 5 I.MOMfain a mWmom S/B"edge defance, 1'endSnfasca, & 1"o.c, spaGrpT of wwdsaews ro pavent me sp5Hingolwnod. BUCKANCHORING OXXO b g E m° 9 mw N A'OLL N ¢ LLa I°. y c-. cmt. er: LhS oPnwwc I.V.: FL-17184.2 3. (rYP.) 2•(IYP.) rr -� B•mP.) II SEE DETAIL § U 2BUCK II MASONRY J 1BUCK II '° MASONRY OPENING TYP•® II OPENING HEAD AND .II B FRAME — JAMBS II I § IASIRAGAL FRAME _ II SHOWNFOR REFERENCE II ONLY € _ 11 _ NP..@SILL I� 2%BUCK _ II _ 2X BUCI " F It SEE DETAIL I FRAMEANCHORING XX 3, CONCREfEANCHOR N016: I. m c lancnrcamtbnsa1 ft.arwn aybe f afjusletllo me mafnbh edgemN. atlas defence J. m tcrjhft. 3 2Coaaete one.. eeYfiom..1.•MAICONC oeuenol aGjvttetl to ` ma be r Hre rrvn.etlaedit laawrtarpinh.a�-w Co-fea-e* may be reaa4ed M emus ma •MAX. ON CBRIER• tlimervion am not excecdctl. '.J 3. Carraefeancbmbble: ANCHOR ANCHOR MIN. MIN.aMATONBeARANCR MrN.<IRARAN<E. SRE EMBEbMENT r_ O yOAOJACENT NPE EDGE..:_ AN<NOR"f IIW 1/A` 1-0/P T' A` TAPCONO ElCO uLTRAcox 1/P I-Ifr 1' A• YM 0N6` 1.1/P TAPCON° I•a..=cIngol * pYP.I FF 7°mP) III--3"mP.)7")NP.) 6" pp.) ' I I SEE DETAIL R4vv—m,x(sBuuccxr II II NP, HEADAND II _ JAMBS— IIl\ ASTRAGAL 11 `SHOWN FOR _ — — II REFERENCE E II ONLY11 i P. II II II _O NP.�SILL II N LOSiLL — It BEE DETAILI IT FRAMEANCHORING IXBUCK H 9 OXXO 21LBUCK K 10 10 G IXBUCK 0% � (�` IXBUCK HINGE DETAIL 2BUCK 2BUCK 87 o DETAIL I DETAIL I DETAIL 2 Inswing Outmng ANach astragal ttrow bolt stoke plate to Dame LATCH 3 DEAD BOLT DETAIL A5IRAGAL NINGEJAMB SIRIKEJAMB N U t] •: E 20�V i'o 9m°w Y • a m a: Aa� LL, eod NN 3u bS Imm 0.1Cien5\Plast re, Inc FEPMANENI\A - Roth Prado¢A r W5\FL-171M Fiberglass Ooor-Inswin -0uewin B C- Drawln s\FL-1]1B46TN FD R01]I\Fl-1]180.1-0 ,i10 TOP a y A -A y -T w a _ m c y a 26S --I O c Z co 2 no co Q z R p > z I 3 3 A 5 Sys 5 E a 7 A � ci E5 O c n y C Cl 0 c 3 z 3 a a O �Ds'zq o . O 30 no a� H0 z m 3 n9 �00 m C z _ BOROM p 3 7 —� �-032. F:SCM�yj��.), N0.43408 - o 4 PRODUCF: Goeumenl. PnpaM By. S+09/0�.,OFFI„�; la FlBERCLSS DOOR P.E. No.F.A 6 15 la CORRECT WORDING IN D.P. WILE LF5 NJ 2 8 0 1) UPDATE TO 6M ED. 2017MC JK PART OR ASSEMBLY: y BUILDING CONSULTANR. INC. 1 04 21 15 UPDAIE TO SRN E0. 2016 FDC JK I+ w N x N DETAIL$ x J3595 NO DATE BY N 230. 3.65B.9107 Phone REVISIONS - FE1PE CA No. 8813 r 0 2012 R.W. BUILDING CCI.ULTAN10 INC. BILL OF MATERIALS DBN# DPSCMI4RON MATERIAL A 1X BUCK (SG>=0.551 WOOD B 2XBUCK(SG >=055) WOOD C 1/4'MAX. SHIMSPACE - D 1/4"X23/4° ELCO OR ITW CONCRETE SCREW STEEL E MASONRY-3,000 PSI MIN. CONCRETE CONFORMING TO ACT 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F 1/4'X2-1/4'PFH ELCO OR ITW CONCRETE SCREW STEEL G 3/16'X3-1X PFH ITW CONCRETE SCREW STEEL H 1Xx3-IX PFH ELCO OR ITW CONCRETE SCREW STEEL J I IXX 33K PFH ELCO OR ITW CONCRETE SCREW STEEL K #9 X2-1/T PFH WOOD SCREW STEEL L #10X2-1/TPFH WOOD SCREW 1.15-MIN. EMBEDMENT) STEEL M #8 X T PFH WOOD SCREW STEEL N 1/4'X 13/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 7 FORCE WEATHERSTRIP (ENDURA) FOAM 8 COMPRESSION WEATHERSTRIP QLON 650 (SCHIEGEL) FOAM 9 4°X rBUTTHINGE STEEL 10 #9 X I"PFH WOOD SCREW STEEL 11 #9 X3/4'PFH WOOD SCREW STEEL 20 FINGER JOINTED PINE FRAME HEAD & HINGE JAMBS WOOD 21 1 POLY FIBER JAMB COMP. / VINYL 27 LATCH STRIKE PLATE STEEL 28 DEADBOLTSIRIKE PLATE STEE. 29 SIDEITESPACER(LSSLBJ PVC 30 DOOR SWEEP PVC 31 OUTSWING THRESHOLD BY DLP (QOSHJ ALUM./WOOD 32 ADA THRESHOLD BY DLP ISHC) ALUM. 33 INSWING THRESHOLD BY DLP (ISCS) ALUM./ WOOD 34 SIDEIITE THRESHOLD BY DLP (ISH/EIS) ALUM,/WOOD 35 TRIM WOOD 36 OUTSWING ADA BUMP THRESHOLD ALUM. 40 1 DOOR PANEL- SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS 56 EXTRUDED ALUMINUM -ULTIMATE HURRICANE A5TRAGAL'(EJDURA) ALUM. 60 1 SIDEUIE PANE.- SEE SIDELITE PANE. DETAIL SHEET FOR CONSTRUCTION DETAILS - 87 1 ASIRAGAL'STRIKE PLATE STEEL 88 12X REINFORCEMENT (CLEAR PINE: Sr, >=0.49) WOOD F�4.56'—�I n II I 236't2T --�i HIUADASIDEJAMB WwE 436•� n 2.4P 2.13'— 2T HEAD 1,SIDE JAMB Poly fiber OUIS 1 WING THRESHOLD QQSH S � 32 ADA SILL 6HC I S T �f 36 OUISW/N(; ADA BUMP THRESHOLD OSBC 29 SIDEIIIETPACER @INSWINGWRESN011) °' Ba Lwoff"Famr-mil-I 34 SIDELIIEINRESHOID ¢Hy m v�i n A J=d n zom on EE Z i2 m mo n' E d:9 i md` 3n V\ M M. LFS v FL- 17184.1 "-