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Home My WebLink AboutProduct Approval I it 45 VA BCIS Home Log In User Registration i Hot Topics Submit Surcharge i Stats&Facts { Publications FBC Staff BCIS Site Map ; Unks Search Flofida Product Approval USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail Vs �z^L FL# FL15213-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived G Product Manufacturer Plastpro Inc./Nanya Plastics Corp. Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES,CA 90045 (440)969-9773 Ext 16 rickw@rwbldgconsultants.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 Ron O'Connell Address/Phone/Email 5200 W Century Blvd. Los Angeles,CA 90045 (440)969-9773 Ext 16 ronoconnell@plastpro.com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer iJ 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. ID Validation Checklist-Hardcopy Received Certificate of Independence FL15213 R2 COI CERTIFICATE of INDEPENDENCE.pdf Referenced Standard and Year(of Standard) Standard Year 101/I.S.2 1997 101/I.S.2/NAFS 2002 AAMA/W D MA/CSA101/I.S.2/A440 2005 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/28/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/23/2015 Summary of Products Go to Page O d 10 10 Pagel/24 0 FL# Model,Number or Name Description 13 l a.Smooth/Wood Grain/White Wood 68 Im act"'OpaguewFib�erglassS Door Grain/Rustic/Mahogany Series FI�ing/OutswiRON Configurat Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R2 II Inst 15213.1.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 15213.1 for Design Pressure Ratings,any FL15213 R2 AE Eval 15213.1.1)df additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15213.2 b.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series utilizing"Snap Frame"Glazing-Inswing/Outswing(OX or XO Fiberglass Door -Configurations) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R2 II Inst 15213.2.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 15213.2 for Design Pressure Ratings,any FL15213 R2 AE Eval 15213.2.0f additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15213.3 c.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door with Sidelites Grain/Rustic/Mahogany Series utilizing"Snap Frame"Glazing-Inswing/Outswing(OXO- Rberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R2 II Inst 15213.3.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 15213.3 for Design Pressure Ratings,any FL15213 R2 AE Eval 15213.3.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15213.4 d.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series utilizing"Lip Lite"Glazing-Inswing/Outswing(OX or XO- Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R2 II Inst 15213.4.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 15213.4 for Design Pressure Ratings,any FL15213 R2 AE Eval 15213.4.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15213.5 e.Smooth/Wood Grain/White Wood 68"Impact"Opaque Fiberglass Single Door with Sidelites Grain/Rustic/Mahogany Series utilizing"Lip Lite"Glazing-Inswing/Outswing(OXO- Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R2 II Inst 15213.5.odf .cz plastpro X. 5200 W. CENTURY BLVD. 'Ns7 z �i'�Oc 8 iW'. q� SuO1i� LOS ANGELES, CA 90045 % 7.....,,,, , goo o IIIA 3FRAME WIDTH I 1 aN•• Smooth /Wood Grain/White Wood Grain —r— ll�, 1 0��0 9 •oa Rustic/Mahogany a s �a m a i ra Series Fiberglass Door D E o= INSWING/OUTSWING a "IMPACT" " z 3 3 Lno z o Qz 0 i = z$ z _ _ -H G GENERAL NOTES ® m W 1. This product has been evaluated and is in compliance with the 5th Edition p o X o ffi (2014)Florida Building Code(FBC)structural requirements excluding the"High x a a Velocity Hurricane Zone"(HVHZ). < D D F- 2. 7 m 2. Product anchors shall be as fated and spaced as shown on details.Anchor $ embedment to base material shall be beyond wall dressing or stucco. s 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 H resistant covering.This product meets missile level"D"and includes Wind Zone 4 rn z as defined in ASTM El 996 and Section 1609.1.2,2 of the FBC, fv 4. For 2x stud framing construction,anchoring of these units shall be the some as that shown for 2x buck masonry construction, H 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. p h F p W Z S N Q b � -Jl TABLE OF CONTENTS m �F SHEETH DESCRIPTION 0 0 1 Typ!ccl elevotlon,design pressures,& eneral notes OVERALL DESIGN PRESSURE(PSF)' z u R DATE;02116112 2 Door paneldetols SWING', 'FRME A 3 Horizontal cross ru osssectio DIMENSION POSRIVE.' NEGATIVE,, sckc- N.T.S. ° 5 DWG.BY, JK m 4 Vertical cross sections INSWING 37.50"x82.00" +65.0 -70.0 c're.By: LFS 3 5 Buck and frame anchoring-2X buck masonry construction MMNG NO.: z 6 Frame anchoring-IX buck masonry construction .37" +65,0 -65.0 N OUTSWING 37.50"x 80 7 Bill of materials&components FL-15213.1 ° SHEET 1 V 7 N R1CYcnts\PWstpro,Inc PERMANENT\Horida Product Approvats\FL•15213\C-Drawings\Current\FL-152111•.B.dwg,21 74.25°MAX.DOOR PANEL HEIGHT C) x N A a � c N O �1' w RM m A n � � 0 N 1.58" �0 1 A N 3 O O - n a 9 ( m m n ) �1:52'�i� IN N A N N M M m A a Q N T n Z O / No.43449 PRODUCT: Documents PrepanM tryc% • .RXOR\D1;. � 'q z �y Lyndon F. Schmidt. �i ••�' �'„Y�� j N FIBERGLASS INC. P.E. No. 43409 ll, N y PART OR ASSEMSLY: x BUILDING CONSULTANTS. INC. ! X in\ ! 04122715 UPDATE TO STH ED. (2014)FSC JK P.O. Box 230.Voirico. FL 33598 Iv N NO DATE gy DOOR PANEL DETAILS Ph no No: 873.659.9197 REVISIONS FSPE CA No.4813 ©2012 R.W.61n1. INQ CON—r"M["a- 1-1/4"MIN. �—EMs.(NP.) 4 4 g ' ^� 2 q 12 23 4 =V' Q o =Z�+r .c y N'•y z 4'i p` m II II :W• q � �on 30 P 1, %%� z m o o v N Z 6 c = i xz°chi 16 N gNg g°3La ° 40 INTERIOR 2 v v 1 ` a m a a 3 E °z 18 3 aw ° CL Jia 17 z 0 Ln 32 31 EXTERIOR z o o d38 21 asm 1 �t m �31 HORIZONTAL CROSS SECTION 2 0 3 Shown w/lXsub-buck3 q ?I o o O °? 1-1/4"MIN. 4 4 1-1/4"MIN. o a x EMB.(TYP.) EMB.(TYP.) a a 5 q 0.15" 0.15" 3 5 'm QC'SINK CSINK Y v ° 12 23 23 12 N z a 40 INTERIOR INTERIOR 16 2 s a � z '8 �G b Z a z < 31 n arc:02 16 12 °z_ °' 6 EXTERIOR EXTERIOR 13 scut N.T.S. 9 3 8 21 40 27 4 1 m1'111T _7 m a 1 2 HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION hown-inswing 3 Ouiswingshown-Inswingalso approved ° MCjImts\Plastpnl,In[PERMANENT\FloridaProduct Approvals\FL.15213\C•Drawings\Current\FL-15213.1-S.dw441 m�rr �m m m '� w 6m - GOm \\ 4 R. v f7 a ro 7a v cQ d Cn m m o . ... IP0 o+ s4 w Z R 4 yy 0.15' R CSiNK (iYP.} o• a. 1-114"MIN. EMB.(TYPJ vv ti ° a 0 1> �n AA � x^ o 0� m j� vy ^.1 o a m c F v a m p 70 W N A I-1/4"MIN, EMB.(TYP,) No.43408 .n g PRODUCT: Doeumonto preyarW ey%°• ` .FGORf41;r'\�� R ' Lyndon F. Schmidt �i C'•�� o PIA51PI10INC. P.E. No. 43'09 FISERCIASS DOOR o nNi'• y p1 PART OR ASSEh18LY: K BUILDING CONSULTANTS, INC. rn y Lr fiQA2CEl'5 UPDATE TO STN ED. (2G14 —FS' P.O. Box 230,Volrico, FL 33595 Iv W to x ' ro gy VERTICAL CROSS SECTIONS Phona No.: 813.859.9197 REVffl0NS FSPE C.A. No. 9813 03012 R.W.OUILDIHO COHDULTAH IHD, 'fill if 1% $ v N P E zmmo a a d o TYP.HEAD&JAMBS 2X—/ 5 v m d a BUCK c Z 6 "to �W 0% —TYP,HEAD& o a JAMBS o z� BUCK 11s FRAME U MASONRY �� MASONRY OPENING o U OPENINGV am a vY� a _ �O _ �O �I Co UL) 3 p m= O � on a d N v 5 N N Z BUCK ANCHORING HINGEJAMS FRAME ANCHORING STRIKEJAMB w N Masonry 2X buck construction CONCRETE ANCHOR NOTES: o rr 1.Concrete anchor locations at the comers may be adjusted to maintain the min. edge c fstonce to morfarjoints. 2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to ` a` maintain the min,edge distance to mortar joints,additional concrete anchors 21 13 ' 3 may be required to ensure the MAX.ON CENTER"dimension ore not exceeded. 6 3.Concrete anchor table: 31 26 N< a /1NCHOR ANCHOR MIN.,; MIN.,CLEARANCE MIN CLEARANCE a a F TYPE SIIE EMBEDMENT 70 MASONRY:i': AL)JACEM';:' Q7 z EDGE, ANCHOR 818 TAPCON® 14" 1-1/4" 2" 4" 13 sc-ITWDA'LE: /, T 12 c ELCOcSTRIKE , Dea.BY: JK m ULTRACONO 1/4" 1.1/4" 1" 4" cxe,Br: LFS 3 HINGE JAMB STR1KEPlATEDETAIL ouwna rm.+ a .s WOOD SCREW INSTALL4TION NOTES: ro an 1.Maintain a minimum 5/8"edge distance,I"end distance,&I"o.c.spacing of FL-15213.1 0 wood screws to prevent the splitting of wood. shea 5 or 7 n o I I I jT 1p111�.'y tai troy 1..Z TYP. EGAD& o JAMBS v ix—/ BUCK °z a 9,i � z FRAME B Z Zn Ci0 IY2 ZO 00 0_ MASONRY �a w w OPENING eQ V Qm a4 — — C o ``Y j U m & a x 1-5 LJt- .•Q V O s V) HINGEJAMB FRAME ANCHORING STRIKEJAMS w o Masonry 1X buck construction N N CONCRETE ANCHOR NOTES: I.Concrefe anchorlocations at the comers maybe adjusted to maintain tho min. o .� edge distance to mortar joints. '- 2.Concrete anchor locations noted as"MAX.ON CENTER"must be adustod to malnfen the min.edge distance to morfarjoinfs,additional concrete anchors c may be required to ensure the MAX ON CENTER'dimenslon are not exceeded. ? 3 Concrete anchor table: 21 3y+ 26 h m- SMIN CLEARANCE MIN CLEARANCE '; 4 . ANCHOR ANCHOR =; MIN 31 5IOHtASONRY TQADJACE/Jl:: R %'TYPE "SIZE EMBEDMENi,? EDGE. ANCHOR'^..' n�17m TAP ONO 1/4" 1.1/4" 2" 4" 8 27 z a° 33 a ELCO ° DATE 02116112 i ULTRACONg 1/4" 1-1/4" 1" 4" / saALE: N.T.S. o ® 3/16' 1-1/4" 3" 1-1/2" DND.BY: JK m TAPCON HINGEJAMB STRIXEPIATEDETAtL cHK.of., LFS 3 WOOD SCREW INSTALLATION NOTES: DRAWND NO.: s 1.Maintain a minimum 5/8"edge distance,1'end distance,&1"o.c.spacing of N wood screws to prevent the splitting of wood. FL-75213.1 n o SHEET_�L OF 7 BILL OF MATERIALS �`��`'�.' �.." N REM DESCRIPTION MATERIAL ?�frG„ MASONRY.3,000 PSI MIN.CONCRETE CONFORMING TO ACI `_= * o <Q`?d 1 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE =U:' z O' 2 1XBUCKSG>=0,55 WOOD :civ, CO san 3 2XBUCKSG>=0.55 WOOD '�,�''••.._,, kyr` pcom 5 1/4"X 2-33/4HPFH ELCO OR ITW CONCRETE SCREW STEEL j11* Ik% ° u Z 6 #10 x 2-1/2"PFH WOOD SCREW STEEL Yg v i o= 8 #9 x 3/4"PFH WOOD SCREW STEEL 9 DOOR SKIN MIN. THICK FIBERGLASS 4.56� � qS6d a " o "� m � 10 INSWING VINYL DOOROR BOTTOM SWEEP BY ENDURA VINYL � c LL 10A VINYL DOOR BOTTOM SWEEP#3628 BY HOLM IND. VINYL 9`o z 11 REINFORCEMENT WOOD FOR LOCK WOOD o a 12 1 FINGER JOINTED PINE JAMB WOOD 13 #9x2-1/4"PFHWOOD SCREW STEEL 14 BOTTOM RAIL CELLULAR PVC 2� -_�I' 243 --1 15 INSWING ADJUSTABLE THRESHOLD BY ENDURA ALUM./WOOD m 15A INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DLPALUM./WOOD z$ M 16 FORCE 5 WEATHER STRIPPING BY ENDURA FOAM12 JAMB POLYFlBERJAMB om §o 16A COMPRESSION WEATHER STRIP QLON 650 BY SCHLEGEL FOAM a�m �EL 17 KWIKSELKEYED ENTRY-SIGNATURE SERIES STEEL �S 18 KWIKSEfDEADBOLT-SIGNATURE SERIES 780 STEEL 20 POLYURETHANE FOAM BY NANYA POLYURETHANE c 21 4"x4"BUTTHINGE STEEL $ 23 POLY FIBER JAMB COMP./VINYL i a 24 HINGE&LATCH STILE CELLULAR PVC - r 5 25 TOP RAIL CELLULAR PVC 4.56"----I ——4.56" 26 DEADBOLT STRIKE PLATE STEEL 27 LATCH STRIKE PLATE STEEL c 28 OUTSWING BUMP THRESHOLD ALUM./WOOD r s 29 HINGE&LATCH STILE REINFORCEMENT LVL N N 2303 0`14'XZl:-"P,FHIIT 1C0RGRETE-SCREW STEEL 1 -31'!!#9it'i-'QFH,W.QODSGREV� _ _ STEEL t Ln f 32P,31'/_4'.x'1"%4;P.FHI1TWiC41lGRETESCR STEEL ADJUSTABLE INSWING SIL! OIIiSWING BUMP TNRESH0ID of JLL' �33�i 13%1'6"1X431/9iPFH ITWLCONCRETESCREW STEEL v 2B o 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DEfA1LS z o m 'z u DATF:02/16/12 l suu: N.F. ° DING.BY: JK m o �.a. LFS ww 3 15 ADJUSTABLE INSWING SILL mmoHo.: ro FL-15213.1 0 a sxcu 7 or "