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Home My WebLink AboutPRODUCT APPROVAL12/11/2017 Florida Building Code Online Jfi b�l 3�k'• M. BCIS Home Log In I User Registration Hot Topics Submit Surcharge I Stats & Facts F�OfiCid � 'Product Approval i �yUSER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) FL15187-R1 Revision 2014 Approved Publications I FBC Staff BCIS Site Map Links Search Plastpro Inc. / Nanya Plastics Corp. 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 (440) 969-9773 Ext16 rickw@rwbldgconsultants.com Vivian Wright rickw@rwbldgconsultants.com Scott Johnson 5200 W Century Blvd. Los Angeles, CA 90045 (440) 969-9773 Ext18 scottjohnson@plastproinc.com Ron O'Connell 5200 W Century Blvd. Los Angeles, CA 90045 (440) 969-9773 Ext16 ronoconnell@plastpro.com Exterior Doors—� Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer i Evaluation Report - Hardcopy Received Lyndon F. Schmidt, P.E. PE-43409 National Accreditation and Management Institute 12/31/2018 Ryan J. King, P.E. Validation Checklist - Hardcopy Received FL15187 RI COI CERTIFICATE of INDEPENDENCE.pdf Standard Year ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 Equivalence of Product Standards Certified By https://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgsidcHd6ieP8CYp/p2bPteAHYXmBxUYnBgVirlpBseZjzpcTw%3d%3d 1/2 12/11 /2017 Sections from the Code Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 04/28/2015 04/29/2015 05/07/2015 06/23/2015 FL # Model, Number or Name Description 1618f 7.1 aasffFll �h` / d Grain/White Wood,'L Grain/Rust! c/Mahogan.y-Series' Fiberglass Door 6_"8 "Impact-Opaqu, N�ib_erglassjSinglewDoor� Inswing/Outswingd(�XO-,Configuratioq)f'� Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS187 R1 II Inst 15187.1.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, RE, 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15187.1 for Design Pressure Ratings, any FL15187 RI AE Eval 15187.1.Ddf additional use limitations, Installation instructions and product Created by Independent Third Party: Yes particulars. 15187.2 b. Smooth/Wood Grain/White Wood 68 "Impact" Opaque Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series Sidelites - Inswing/Outswing (OX or XO; OXO - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL15187 RI II Inst 15187.2.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 15187.2 for Design Pressure Ratings, any FL15187 RI AE Eval 15187.2.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15187.3 c. Smooth/Wood Grain/White Wood 6'8 "Impact"' Opaque Fiberglass Double Door with or without Grain/Rustic/Mahogany Series Sidelites - Inswing/Outswing (XX; OXXO - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL15187 RI II Inst 15187.3.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 15187.3 for Design Pressure Ratings, any FL15187 R1 AE Eval 15187.3.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: M 0 ® R -tr:c .,Gredli Gard:;:.>: https://www.floridabuilding.org/prlpr app_dtl.aspx?param=wGEVXQwtDgsidcHd6ieP8CYp/o2bPteAHYXmBxUYnBgVirlpBseZjzpcTw%p3d%3d 2/2 4s•w.. , f I a st ro p p 5200 W. CENTURY BLVD. LOS ANGELES,CA 90045 Smooth/ Woodgrain/ White Woodgrain Rustic/ Mahogany Series Fiberglass Door INSWING/ OUTSWING "IMPACT" .GENERALNOTES 1. This product has been evaluated and is in compliance with the 5th Edition (2014) Horidd Building Cade (FBC) structural requirements excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as fisted 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 complies with .Section 1609.1.2 of the FBC and does not require an Impact resistant covering. This product meets mimle level' D" and excludes Wind Zone 4 as defined in ASTM E 1996 and Section 1609.1 2.2 of the FBC. 4. For2x stud framing construction, anchoring of these units shalt be the some as that shown for2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further engineering. analysis by aticensed engineer or registered architect. TABLE OF CONIEMS SHEETS DESCRIPTION 1 Typical elevation; design pressures, & general notes 2 Door panel details 3 Horizontal cross sections 4 Vertical cross sections 5 Buck and frame anchoring 6 Bill of materials & components 3750" MAX. OVERALL FRAME WIDTH Nt AX &SIGN PRESS IRE (PSa7 SWIPIG FRAME POSITIVE ,NEGATIVE•. ;�; OIMENS%OIV 37.50" INSWING x +65.0 .65.0 8100" _ 37.50" OUTSWING x +65.0 -65.0 81.13" R Z 0 om Z'O CDO 8N••Z Z .Za 9m d o` a m r1 IL Dwc.0', .IK cr arc LFS FL-15187.1 Fr _L or 6 79.25' DOOR HEIGHT Al -+ 0 ml pp V $ >� o 13 0 rn RE Ell 38.19" O GI o m O O �ZZy D yc m r'O N m m my�}1 rtA_T11 A to 0 Ja • 70 �a a• A Zf yM y y• .Z . s m Fn- � a o m o �1 y � 03 z Boa o0 NN 30 7<z ��C) O a r m I0 n a M 0 t7 N I°'xinm J UP DATE ® 2C1 2 R.W. BUILDING CONSULTANTS IND w►111111////� \\\\\ ci�c 4 No. 43409 7.2�75�*• '* Dxumapte Proparod 6y: i0 :• STATEOF PLASTPRO Lyndon F. Sohmidt ��i� .;�lORiDR•'� FIBERGLASS DOOR P.E. No. 43409 NN1L` IR ASSEMBLY: GDC(�� BUILDING CONSULTANTS, DOOR PANEL DETAILS JL1/�/ P•'l eox 210, volrfpo, FL 33595 Phone No.: 813.659.9197 FBPE C.A. No. 9813 R::: lents\PLastpm, Inc PERMANENT\Florlda Product Appmvals\FL-15187\C- Drdwings\Olrrent\FL-15187,dwg, 173 A s G ,h .. o. .. pv' • Z Av A..s aD m � n �So w.. o y 0410 N O V a r 7Zc G N W IJ p N A v A N 0 W W W N W W � O - N Z xn _ V Q W N pa 22 � 9 - A p V. v �m:0 a CD m d �Sz n•C o r m 3� Z 0 m r- as p A p Ag ``�t1111lillll/// No.43408 PRODUCT., Documante Prnpored By: %O BTATEOP ,: �i(`'•............ORIO�'•�, Lyndon F. Schmidt P.E. No. 4340s IW z. o FIBERGLASS D00 1,1QW1A1LI;``\��` �NC. PART OR ASSEMBLY. GD BUILDING CONSULTANTS, 1 4 27 15 UPDATE TO 5TH ED. 2014 FBC hvtN In HORIZONTAL CROSS SECTIONS rJl, RO.-Box 230, Valdco,.:FL 33595 NO DATE JJK phone No.: 813:859s197 _ _ FBPE C.A. No. 9813 REVISIONS ® 2D72 R.W. BUILDING Da N9lJLTANTfi ING: .• R:\CIlents\PIastpm, Inc PERMANENT\Flodda Product Appr6vals\FL-15187\C- Drawings\Cum=nt\FL-15187.dwg, 1.4 v 0 mn ° ? OC �ar Oa ° . T1 ° v WW n ° P m V ° Z 0 w tN ,v C'SINK w °p m (TYP.) m m 1-114I MIN. EMB. (TYP.) ° ° W c A N ' raj O 6 H ° A C) cSmKn� r 0Z 22. O V O O A ° ° n Z b N 1-1 J4" MIN. EMB. (TYP.) Z 22 O `111111///7T' ��. �, SCHMj� ��• : LCEllge , _'• No,43419 �i �t G •2� it r'a : * A PRODUCT: - Deeumente areporeG By: .0 BMW , oo Idt _ _ Id' FIBPLASTPRO INC. ERGLASS DOOR P E: No F�43409 o z o Dui GDQ/�% BUILDING CONSULTANTS, PART OR ASSEMBLY; h Do v ,y x y VERTICAL CROSS SECTIONS °JLV4 P•O. Box 230, Vdlrlco, FL 33595 1 4 27 15 UPDATE TO 5TH ED. 2014 FBC JK - NO DATE BY N Phone No.: 813.859.9197 FSPE CA No. 9813 REVISIONS. ® 201'2 R.W. BUILDING CONSULT NTB INC. _ 4" D TYP. HEAD & JAMBS MASONRY7 `— OPENING U O. Z -O 2XBUCK-\ +r - 3' o BUCKANCHORING u CONCRETE ANCHOR NOTES: A 1. Concrete anchor locations at the comers may be adjusted to maintain the min. e' edge distance to mortarjoiMs: 2. Concrete onChorlocations noted as MAX. ON CENTER" must be adjusted to t; maintain the min. edge distance to mortarjoints, additional concrete anchors 2 may be required to ensure the MAX. ON CENTER" dimensions are not exceeded.. a 3. Concrete anchor table: ANGHbR NtHOIt MIN MlN CLEARANCE MIN CLEARANCE; TYPE STZEt EMBEdMENT TO MASONRY JOADJACENT ... :_ ITW TAPCON" 3116" 1-1/4" 3" ITW TAPCON" 11r 1-1/4" 2" 4". wVUUa%-Mr Y11`A1 IALLAHUNNUlm:. s 1. Maintain a minimum 5/8" edge distance: I"end distance, & 1"o.c. spacing of wood screws to prevent the spotting of wood. a l STRIKE JAMB 2X Ix (TYP.) ' tD; z �rirp' m I TO m " .'''rrrlrll 1••1 1�```` a M CO 0 Z L 2X BUCK eo: U N d SEE HINGE .9 i o Z v J 1XBUCK DETAIII �a 9ot'a _ \\ d Na mda12 TYP, HEAD OPENING &JAMBS o ONRY7v E `oZ S �`d FRAME z z � U p 2X BUCK _„ U � J LATCH d DEADBOLTDETAIL a" FRAME ANCHORING Masonry construction 1X 2X1 BUCK BUCK — 0 � -AM SEE HINGE 3 w N DETAIL U p U.� � O a a m HINGE DETAIL] HINGE JAMB 1XBUCK 2X BUCK HINGE DETAIL 2 LE N.T.S. W.. JK m Err., LFS 3 W= No.: FL-15187.1 e a Er 5 OF 6 BILL OF MATERIALS HEM R DESCRIPHON MATERIAL A 1 X BUCK SG >= 0.55 WOOD B 2XBUCK SG>=0.55 WOOD C 1/4" MAX. SHIM SPACE - D 1 /4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL. E MASONRY - 3.000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE H 3/16" x 3-1 /4" PFH ELCO OR ITW CONCRETE SCREW STEEL J 1 /4" X 3-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL L #8 X 2-1 /2' PFH WOOD SCREW STEEL M 48 X :1-1/2' PFH WOOD SCREW STEEL 1 POLY FIBER JAMB COMP. / VINYL- 2 FINGER JOINTED PINE FRAME WOOD 7 WEATHERSTRIP FOAM 9 4" X 4" BUTT HINGE STEEL 11 #9 X_3/4" PFH WOOD SCREW STEEL 27 LATCH STRIKE PLATE 'STEEL 28 DEADBOLT STRIKE PLATE (SECURITY) STEEL 30 DOOR BOTTOM SWEEP VINYL 33 OUTSWING THRESHOLD 'ALUM. / WOOD 34 INSWING ADJUSTABLE THRESHOLD ALUM. / WOOD 40 DOOR PANEL - SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS - 46 ADA THRESHOLD ALUM gp �l� o 0 l 7 wFATHERSTRIP� EndLm Force 5 1` om 2:0BB" 0 30 DOOR BOTTOM SWEEP OR 4.56' Sal L o ±N:O z rc g m iW.. om z C m �[ --2.44"2.IX-J m v N o r, o. z Em zm� I HEAD 8 SIDE m. a s Poly fiberlamb 5 E o .w ADJUSTABLE INSWING THRESHOLD � ByEndurd F- 4S6" l J 0 ww i-z a in J �a �- 2s6•---�--- 2r ---I � m � mas U � � O 2 WOOD'JAMB a a 4.56" 46 ADA THRESHOLD DLA SCALE N.T.S. 33 OUISWING THRESHOLD DM *11Y` JK By Endurd cHx BY. LFS DRAWING NO-- FL-15187.1 9iEEr 6 of 6