HomeMy WebLinkAboutProduct Approval (2) ,Florida Building Code Online 9/5/17, 6:15 AM
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Product Approval
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Product Approval Menu>Product or Application Search>Application List>Application History_>Application Detail
FL# DRn
Application Type CCode Version
Application Status Approved
Comments
Archived
Product Manufacturer Plastpro Inc:,! Nanya Plastics Corp.
Address/Phone/Email CENTURY BLVD.
LOS ANGELES,CA 90045
(440) 969-9773 Ext 16
rickw@rwbidgconsultants.com
Authorized Signature Vivian Wright
rickw@rwbidgconsultants.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 -xterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
91 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.
r Validation Checklist- Hardcopy Received
Certificate of Independence FL15180 RI COI CERTIFICATE of INDEPENDENCE.pdf
i
https://f,loridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsidcHd6iePBHCLWJ4zwVnPCNLpdxOYYZutBVMYkYFBkA%3d%3d Page 1 of 6
,Florida Building Code Online 9/5/17, 6:15 AM
Referenced Standard and Year(of Standard) Standard Year
ASTM D1929 1996
ASTM D1929 2006
ASTM D2843 1999
ASTM D635 1998
ASTM D638 2003
ASTM E1300 2004
ASTM E84 2005
ASTM G26 1995
TAS 201, 202, 203 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL15180 R1 Equiv Equivalency Of Standards.pdf
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/24/2015
Date Validated 04/26/2015
Date Pending FBC Approval 04/28/2015
Date Approved ' 06/23/2015
Date Revised 08/17/2017
i
I
Summary of Products
Go to Page Page 1/2
FL# Model, Number or Name Description
15180.1 a. Smooth/Wood �Serles
6'8 "Impact" Glazed Fiberglass Single Door-Outswing (X-
Grain/Rustic/MahogConfiguration)
Fiberglass Door
Limits of Use Installation Instructions
Approved for use in HVHZ: es FL15180 R1 II_Inst 15180.1.�df
Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409
Impact Resistant:Yes Created by Independent Third Party: Yes
`BesiVn Rressure: Nf , "'� ' Evaluation Reports
Other: See INST 15180.1 for Design Pressure Ratings, any FL15180_R1 AE Eval 15180.1.12df
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
15180.2 b.Smooth/Wood 6'8 "Impact" Glazed Fiberglass Single Door with "Impact"
Grain/Rustic/Mahogany Series N Sidelite-Outswing (OX or XO-Configuration)
Fiberglass Door
i
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL15180 E 11 Inst 15180.2.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 15180.2 for Design Pressure Ratings, any FL15180 R1 AE Eval 15180.2.pdf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
15180.3 c.Smooth/Wood 6'8 "Impact" Glazed Fiberglass Single Door with"Impact"
Grain/Rustic/Mahogany Series N Sidelites-Outswing (OXO-Configuration)
Fiberglass Door
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes
https://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgsidcHd6ieP8HCLWJ4zwVnPCNLpdxOYYZutBVMYkYFBkA%3d%3d Page 2 of 6
- -- - - - ----- - ----
plastpro 'o'
37.W'MAX.OVERALL z
5200 W. CENTURY BLVD. FRAME WIDTH =c�: �* * �_— m
LOS ANGELES, CA 90045 z
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Smooth / Flood Grain / White Wood Grain � �
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Rustic /Mahogany � e a z oZ.
Series N Fiberglass Door a y m C! OIL
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OUTSWING z �d
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GENERAL NOTES z CD o z
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1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code
(FBC)structural requirements including the"High Velocity Hurricane Zone"(HVHZ). E y w�,
0 Q-M 2 Z�Cx
2. Product anchors shalt be as listed and spaced as shown on details.Anchor embedment to base material 0,
shall be beyond wall dressing or stucco 9 o I EEO
�.��'�!>"y'e'ri°"'.°I.",a BRA,,p'aat..."�^�'sB•StF.S...�' -vaimw.'�nwu3rpu ..srM•:'�'
3. When used in the HVHT this product complies with Section 1626 of the Florida Building Code and does not a a
require on impact resistant covering. w, �:_,-:' ... - >}
4, When used in areas outside of the"HVHZ"requiring wind borne debris protection this product complies with
Section 1609.12 of the FBC 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 Section 1609.1.22 of the FBC. a
5. For N stud framing construction,anchoring of these units shall be the same as that shown for 2x buck 4 z
masonry construction. _ W In
6. Site conditions that deviate from the details of this drawing require further engineering analysis by a
licensed engineer or registered architect.
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7. Outswing configurations meet water infiltration requirements for"HVHT'.
TABLE OF CONTENIS N¢ F
SHEET@ DESCR►TON
1 Typical elevation,design pressures,&general notes a z
z
2 Door panel details and glaring detail z °
3 Horizontal cross sections OJfFJiA1l QY�RALL DE5CGIJ PRESStlkEr(FSFf' DATE:32/21 12 i
4 Vertical cross sectionsR�4ME b tCr � scar E: N.T.S. °
5 Buck and frame anchoring-2X buck masonry construction J
........: .._ ..._ .. _...... ..... __... DWG.BY: JK m
6 1 Frame anchoring-I buck masonry construction Dr: LFS 3
37.50"X 80.50" 20.50' X 62.63" Gl. +$Q.0 -50.0 DHK.
7 BSI of materials&components DanwiHc No.:
FL-15180.1 N
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SHEET 1 OF 7 N
0.8
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1.19" EXTERIOR
snLE INTERIOR STILE TOP RAIL TT�1••T o°n m z
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(COMP.) (COMP.) (COMP.) \ v_ z x Z o
STILE REINFORCEMENT POCK BLOCK ) STILE REINFORCEMENT = \ X N g 9 d L a
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;;a:::::"R STRUCTURAL SIUCINE(DOW 995) 5/8"GLASS BITE
LOCK: SIGNATURESEWES
EA DDSOLT: SIGNATURE SERIES(780) NON STRUCTURAL SEALANT EXT. o
YALE CK: N COL O
1"OVERALL GLASS THK. z o
DEADROLT: YH COl1ECT10N(80 SERIES) 1/8"ANNEALED GLASS G �LQ
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35.75'DOOR 0.090"SAFLEX®PVB
WIDTH 24.27'MAX. INTERLAYER 3 w N a
FRAME WIDTH
2 1/8"ANNEALED GLASS INTERIOR EXTERIOR j a Co
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2 SPACE
AIR D.L.O.WIDTH o
1/8"TEMPERED GLASS o
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NON STRUCTURAL SEALANT
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SEE HARDWARE !E GLALNG DETAIL
CHART 0 = FIBERGLASS SKIN a
(SEE DETAIL)
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= 1 LL o 1.86" INTERIOR in
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ODL UTE FRAME 0.069"THK. (COMP.)
(nP•) 3A SCALE: N.T.S.
ODL LITE FRAME (a0m') DOOR SKIN DETAIL m
DWG.ar: JK
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2 DRIWMD NO, �
DOOR PANEL N
40 FL-15180.1 0
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SHEET 2 OF 7
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No.43409 t.
vvx i E $ PRODUCT: Document. Pnp—d By.,
a Lyndon F. Schmidt
% Z N FIPLASTPERCLASS DOOR P.E. No. 43409 //,//''0 Al- 11 �
E r c -f PART OR ASSEMBLY: t� BUILDING CONSULTANTS, INC.
Iv p (n 1 4 22 15 UPDATE i0 5TH ED. (2014) F8C JK VERTICAL CROSS SECTIONS VV P.O. BoK 230, Valrico, FL 33595
N NO DATE BY Phone No.: 813.659.9197
REVISIONS FSPE CA No. 9813
20 1 2 R.W.BUILDING CONSULTANTS INC.
4" a 6"
a a c•J_d
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D TYP.HEAD TYP.HEAD ,y 9 i o Z
&JAMBS
L 8,JAMBS ` '�� E m m o
MASONRY7 MASONRY7 . s LL as
OPENING OPENING E gz .. `N 'u C Li 1J�
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BUCKANCHORING STRIKE JAMB FRAMEANCHORING HINGEJAMB F 0
Masonry 2X buck construction N
CONCRETE ANCHOR NOTES: h4. n
1. Concrete anchor locations at the comers may be adjusted to maintain the min. "
edge distance to mortarjoints. 12
Q
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
may be required to ensure the"MAX.ON CENTER"dimension are not exceeded.
3. Concrete anchor table: 28 M 9 Lu
M14 C.ARA:NC ;.;I41:IN:CtE;4RANCR::
............. :::::::::::.....:...::::.:..:.._;._.:.::;:..:....... .:.,_TC7.iYlA.SONRY;: `' ':rc.-ADJA:-El1F;y.: 1 D
TYP.L:;;z... $179 EMBED/NI NL _z i
:.. .. .. ...... . ........ ...... ... .........EDGE
ITW 11 -ATE--02121 12 i
TAPCON® 1/4" 1-1/4" 2" 4" ❑ M ,
27 scar£: N.T.S.
DWG.BY. JK i
ELCO 1/4" 1-1/4" 1" 4"
ULTRACON cHK.BY. LFS
WOOD SCREW INSTALLATION NOTES: DRAWING No.: �
1.Maintain a minimum 51W edge distance,I"end distance,&1"o.c.spacing of LATCH G DEADBOLT DETAIL HIF:GE DETAIL FL-15180.I `
wood screws to prevent the splitting of wood. SHE Er 5 OF 7 `
FS
TYP.HEAD
02
&JAMBS rrri* ►►►� o ro m i
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28 a
v m
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STRIKE JAMB FRAME ANCHORING HINGE JAMB
Masonry I buck construction N
CONCRETE ANCHOR NOTES:
k LATCH d DEADBOLi DETAIL. w o
1. Concrete anchor locations at the comers maybe adjusted to maintain the min. rn
edge distance to mortar joints. t In
2. Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to o
maintain the min.edge distance to mortar joints,additional concrete anchors
maybe required to ensure the'MAX.ON CENTER"dimension are not exceeded. a
3. Concrete anchor table: j
MIN'CL�i4t ANC--.:''•i4110 G:t;�11Ri4(VC�.
'ANCHQR. ANdN.ok ;;`;;:`M/l+Fdt'i<`i.:?;::. ::.....:.....:........:.,,;...•..•..,,.. ..,,.....,.,..,.:...,..:•:>::
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.........•. •... ......:::::•::::::: :: ::::.:.:>.:.:.:.•:::..:::::»:•:EQCxE ... :::(:
TAITW 1/4" 1.1/4" 2" 4" a o
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ELCO
ULTRACON® 1/4" 1.1/4" 1" 4" DATE 02/21/12
SCALE: N.T.S. '
ITW ® 3/16" 1-1/4" 3" 1-1/2" DWG.aY: JK i
TAPCON
CHK.BY: LFS
WOOD SCREW INSTAVARON NOTES: owvnHc NO.:
1.Maintain a minimum 5/8"edge distance,I"end distance,8.I"o.c.spacing of FL—16180.1 `
wood screws to prevent the splitting of wood.
SHEET 6 OF 7 '
•
DBILLA :of MATERIALS ?a;
IfE61 Y DESCRIPTION MADiR1AL loe•J�� �
A I X BUCK SG>=0.55 WOOD _U V
B 2X BUCK SG>=0.55 WOOD N�. z
da
C 1/4"MAX.SHIM SPACE - �'`• gg� z
r/1 / /•••.•�• \ J 0 t0 N
D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL �- 4.56" -{ /i/ y ri 0
MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI o ° Z
E CONCRETE �► 1 u��`
U N •;
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 h o x i�
G 3/16"X 3-1/4"PFH ITW CONCRETE SCREW STEEL
H 1/4"X 3-1/4"PFH ELCO OR ITW CONCRETE SCREW STEEL I N E N g 9 o L a
J 1/4"X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL Z, 236"—t—2.2" �' a E 4 m d a 2
K #9 X 2-1/2'PFH WOOD SCREW STEEL �
Z
L #8 X 2-1/2'PFH WOOD SCREW STEEL N
' w
M #8 X 2'PFH WOOD SCREW STEEL 20 amb!L SIDE $ o
7 FORCE 5 WEATHERSTRIPPING BY ENDURA FOAM
8 COMPRESSION WEATHERSTRIP QLON 650 BY SCHLEGEL FOAM
9 4"X 4"BUTT HINGE STEEL n
10 #9 X l"PFH WOOD SCREW STEEL ci a s
11 #9 X 3/4"PFH WOOD SCREW STEEL z
20 FINGER JOINTED PINE FRAME,HEAD&HINGE JAMBS WOOD 4.56" oc N 5 a
21 POLY FIBER JAMB COMP./VINYL I S w N o0
27 LATCH STRIKE PLATE STEEL (L m a 41
28 DEADBOLT STRIKE PLATE STEEL `` m
o
29 OUTSWING THRESHOLD BY DLP ALUM./WOOD
40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS 2.44„ 213"
�m
21 HEAD 3 SIDE
Poly fiberjamb
v
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N (n
z
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4.56' N
2.03"—�
E
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29 OUISWING THRESHOLD BY DLP a o
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DATE:0212. 12 `•
SCALE N.T.S. `
DWG.BY: JK o
CHK.sY: LFS
DRAWING NO.: r
FL-15180.1 `
c
SHEEP ] OF ] r
— — 6