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Orval`.tens>Product.-r F,nolic fum S ari;1>4eo5ction l ist>Application Detail
FL# FL15220-R1
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived ❑
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
1
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
0 Evaluation Report-Hardcopy Received
i
Florida Engineer or Architect Name who developed the Lyndon F.Schmidt,P.E.
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.
❑� Validation Checklist-Hardcopy Received
-- Certificate of Independence FLI 5220 RI. C01 CERTIFICATE of INDEPENDENCE.ndf
Referenced Standard and Year(of Standard) Standard Year
ASTM D1929 1996
ASTM D2843 1999
ASTM D635 - 1998
http://wx%iv.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQ%N4Dgv3yVVKJZIQRCxtdZlr87w4vXQHXneyEWZ6zvMW6OK6PQ%3d`/o3d[6/30/2015 10:35:18 W
Florida Building Code Online
ASTM D638 2003
ASTM E1300 2004
ASTM E84 2005
ASTM G26 1995
TAS 202 1994
Equivalence of Product Standards
Certified By
Florida Licensed Professional Engineer or Architect
- F1...15220 R1. Rajiv Equivalency Of Starid ar<is pd
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
iSummary of Products ---- ---- ------- ----- — .
'FF L#— ^Mode],Number or Name IDescription —
15220.1 Ia.Smooth/Wood Grain/Rustic/Mahogany 6'8"Non-Impact"Glazed Fiberglass Single Door-Inswing/Outswing(X-
' I Series N Fiberglass Door _Configuration)
IL:mits of UseInstallation Instructions
Approved for use in HVHZ:Yes FL.15220 R1 II Inst 7.5220.1.0f
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third Party:Yes
lDesign Pressure:N/A Evaluation Reports
i Other:See INST 15220.1 for Design Pressure Ratings,any additional use FL15220 R1 At EvaI 15220-1.0f
limitations,installation instructions and product particulars. _ Created by Independent Third Party:Yes
15220.2 b.Smooth/Wood Grain/Rustic/Mahogany 68"Non-Impact"Glazed Fiberglass Single Door with"Non-Impact"Sidelite
Series N Fiberglass Door �-Inswing/Outswing(OX or XO-Configuration)
Limits of Use (Installation Instructions
Approved for use in HVHZ:Yes FLI5220 RI IT Inst 15220.2.odf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third Party:Yes
_k Design Pressure:N/A- IEvaluation Reports
Other:See INST 15220.2 for Design Pressure Ratings,any additional use EL15220 R1 AE Eval 152.20.2.odf
limitations,installation Instructions and product particulars. I Created by Independent Third Party:Yes
15220.3 ;c.Smooth/Wood Grain/Rustic/Mahogany6 8 Non-Impact"Glazed Fiberglass Single Door with"Non-Impact'Sidelites
ISeries N Fiberglass Door Inswing/Outswing(0X0-Configuration)
-. ---------.— ._...... _ - — - -
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL.1_5220 RI 11 lnst I 220.3,nd
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 15220.3 for Design Pressure Ratings,any additional use FI 5220 R.1 AE Eval 15220.3.ndf
a c
r -- --115220.4 �d.Smooth/Wood Grain/Rustic/Mahogany 6'8"Non-Impact"Glazed Fiberglass Double Door-Inswing/Outswing(XX-
N Fiberglass Door — Configuration) — --
Limits of Use Installation Instructions a
Approved for use in HVHZ:Yes FL15220 Rl. II Inst IS220,4.odf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third Party:Yes
` I Design Pressure:N/A Evaluation Reports
Other:See INST 15220.4 for Design Pressure Ratings,any additional use FL15220 RI AE Eval 152.20.4.odf
limitations,installation Instructions and product particulars. Created by Independent Third Party:Yes
Series N Fiberglass Door Sidelites-Inswing/Outswing(OXXO-Configuration)
Limits of Use Installation Instructions
•i Approved for use in HVHZ:Yes FL.1.5220 R1 TI Inst 1.520.5.0f
i 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 15220.5 for Design Pressure Ratings,any additional use FL15220 R1 AE Eval 15220.5.ndf
limitations,installation Instructions and product particulars. Created by Independent Third Party:Yes
' Imo--— --- -- ------_
j15220.6 — T.Smooth/Wood Grain/Rustic/Mahogany 6'8"Non-Impact"Opaque Fiberglass Single Door-Inswing/Outswing(X'
Series N Fiberglass Door Configuration) —
�Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL15220 R1 II Inst 15220.6.odf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
http:/iwww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ1QRCxtdZlr87w4vXQHXneyEWZ6zvMW60K6PQ%3d%3d[6/30/2015 10:35:18 AM]
Florida Building Code Online
Impact Resistant:No i Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other See INST 15220.6 for Design Pressure Ratings,any additional use 15720 R1 AE Eval 15220 6 Ddf
limitations,installation instructions and product particulars. Created by Independent Third Party:Yes
;15220 7 g.Smooth/Wood Grain/Rustic/Mahogany 6'8"Non-Impact"Opaque Fiberglass Single Door with"Non Impact"Sidelite
Series N Fiberglass Door -Inswing/Outswing(OX or XO-Configuration) —
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FI-15220 R1 II Inst 7 5220 7.Ddf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 J
II Impact Resistant:No Created by Independent Third Party:Yes
?Design Pressure:N/A Evaluation Reports
Other:See INST 15220.7 for Design Pressure Ratings,any additional use FL_1.5220 R1 AE Eval 15220.7.udf
i1 limitations,installation instructions and product particulars. Created by Independent Third Party:Yes
15220.8 �h.Smooth/Wood Grain/Rustic/Mahogany 6'8"Non-Impact"Opaque Fiberglass Single Door with"Non-Impact"
Series N Fiberglass Door Sidelites-Inswing/Outswing(OXO-Configuration) _
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes
FL15220 Rl II Inst 15220 8 Ddf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:No i Created by Independent Third Party:Yes
Design Pressure:N/A (Evaluation Reports
I Other:See INST 15220.8 for Design Pressure Ratings,any additional use I FL15220 R1 AE Eval 15220.8.Ddf
j limitations,Installation instructions and product particulars. Created by Independ_e_nt Third Party:Yes__
15220.9 i.Smooth/Wood Grain/Rustic/Mahogany —6'8"Non Impact"Opaque Fiberglass Double Door-Inswing/Outswing(XX-
!1 Series N Fiberglass Door Configuration) — ---- — ---
Limits of Use — Installation Instructions
Approved for use in HVHZ:Yes i FI_552.20 R1 Ii Inst 15220.9.odf
Approved for use outside HVHZ:Yes I Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:No I Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 15220.9 for Design Pressure Ratings,any additional use 1`I_15220 R1 AE Evac 15220A.Ddf
limitations,installation instructions and product particulars. Created by Independent Third Party:Yes
-_==---= — - --— - _�._ --
j 15220.10 7.Smooth/Wood Grain/Rustic/Mahogany 68"Non-Impact"Opaque Fiberglass Double Door with"Non-Impact"
N Fiberglass Door Sidelites-Inswin Outswin OXXO-Configuration)
[Limits of Use — -- Installation Instructions
{{{`Approved for use in HVHZ:Yes FL15220 R1 11 Inst 15220,10 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 15220.10 for Design Pressure Ratings,any additional use FL15220 R1 AE Eval 15220.10.9df
limitations,installation instructions and product particulars. Created by Independent Third Party:Yes
". - _.—----- _ --- - —- — .. ._.—------- ----
15220.11 Ik.Smooth/Wood Grain Series N Fiberglass 8'0"Non-Impact'Glazed Fiberglass Single Door-Inswing/Outswing(X-
--�Door —_ Configuration)
(Limits of Use Installation Instructions
I
i'Approved for use in HVHZ:Yes H-1.5220 R.1 II Inst 15220.11.Ddf
I Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third Party:Yes
j Design Pressure:N/A Evaluation Reports
Other:See INST 15220.11 for Design Pressure Ratings,any additional use FI-1.5220 R.1 AE Eval 1.5220 11.odr
lim!tations,installation instructions and product particulars. Created by Independent Third Party:Yes
15220.12 I.Smooth/Wood Grain Series N Fiberglass 8'0"Non-Impact"Glazed Fiberglass Single Door with"Non-Impact"Sideiite
_ Door _ _ -_Inswing/Outswing(OX or XO-Configuration_) _
Limits of Use�— ~—` — Installation Instructions — —^—
i�Approved for use in HVHZ:Yes FL15220 RI iI Inst 15220 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 15220.12 for Design Pressure Ratings,any additional use FL152.20 R1 AE Eva!I5220.12.odf
limitations,installation instructions and product particulars. Created by Independent Third Party:Yes
15220.13 m.Smooth/Woad Grain Series N Fiberglass 8'0"Non-Impact"Glazed Fiberglass Single Door with"Non-Impact"Sidelites
I— — Door-- --_— -Inswing/Outswing(0X0-Configuration)--
!iLimits of Use Installation Instructions — ^
Approved for use in HVHZ:Yes FI-15220 RI II Inst 15220.13.Ddf
ii Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third Party:Yes
i(Design Pressure:N/A Evaluation Reports
i Other:See INST 15220.13 for Design Pressure Ratings,any additional use FI 15220 R1 AF Eval 15220 13 id
limitations,installation instructions and product particulars. Created by Independent Third Party:Yes
115220.14 n.Smooth/Wood Grain Series N Fiberglass 8'0"Non-Impact"Glazed Fiberglass Double Door-Inswing/Outswing(XX-
- Door -- ----�- - ^-- --`—�Configuration)
!Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL15220 RI II Inst 15220.14.odf
i 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 15220.14 for Design Pressure Ratings,any additional use FL15220 RI AE Eval 15220.14.odf
limitations,Installation instructions and product particulars. Created by Independent Third Party:Yes d
_. _ --__:__ — ------- —- — _ — �..-- -----� ----— —
:15220.15 �o.Smooth/Wood Grain Series N Fiberglass
18'0"Non-Impact"Glazed Fiberglass Double Door with"Non-Impact
I — ;Door----- Sidelites-Inswing/Outswing(OXXO-Configuration) --
Limits of Use Installation Instructions
i Approved for use in HVHZ:Yes FL157.20 R1 it Inst:15220.15.ndf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
;I Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A lEvaluation Reports
' - 1 Other:See INST 15220.15 for Design Pressure Ratings,any additional use I F[,15,221) R1 AF Fv:31 1 5220.15 nclf ;
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Florida Building Code Online
" limitations,installation instructions and product particulars. Created by Independent Third Party:Yes
r
Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824
.k The State of Florida is an AA/EEO employer.Coovriaht 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 bgLe.
Product Approval Accepts:
t
1 sccurity, ttt€E.
http://%N,%vw.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yV VKJZ 1 QRCxtdZlr87w4vXQHXneyEWZ6zvMW60K6PQ%3d%3d[6/30/2015 10:35:18 AM]
R W R W Building Consultants, Inc.
BConsulting and Engineering Services for the Building Industry
P.O.Box 230 Valrico.FL 33595 Phone 813.659.9197
I
Florida Board of Professional Engineers Certificate of Authorization No.9813
Certificate of Independence
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 in the accompanying Florida Product Approval.
Lyndon F. Schmidt, P.E.
FL No. 43409
April 1,2015
R:\Admin Docs\FBC Templates\Certificate of Independence.doc Shcet I of 1
R R W Building Consultants, Inc.
Consulting and Engineering Services for the Building Industry
C Y.O.Box 230 Valrico,FL 33595 Phone 813.659.9197
Florida Board of Professional Engineers Certificate of Authorization No.9813
April 24, 2015
To Whom It May Concern:
EL-15220 Equivalency of Standards
ASTM D 635-98 Equivalent to ASTM D 635-06
The products referenced in this Product Approval have been tested in accordance with ASTM D 635-98. It has
been determined by Lyndon F. Schmidt,P.E. and RW Building Consultants, Inc.that ASTM D 635-98 is
equivalent to ASTM D 635-06,which is the reference standard and year that has been adopted by the 5`h Edition
(2014) Florida Building Code.
ASTM E 84-05 Equivalent to ASTM E 84-09
The products referenced in this Product Approval have been tested in accordance with ASTM E 84-05. It has
been determined by Lyndon F. Schmidt, P.E.and RW Building Consultants, Inc. that ASTM E 84-05 is
equivalent to ASTM E 84-09,which is the reference standard and year that has been adopted by the 5`h Edition
(2014) Florida Building Code.
ASTM G 26-95 Equivalent to ASTM G 155-05a
'File products referenced in this Product Approval have been tested in accordance with ASTM G 26-95. It has
been determined by Lyndon F. Schmidt, P.E.and RW Building Consultants, Inc. that ASTM G 26-95 is
equivalent to ASTM G 155-05a,which is the reference standard and year that has been adopted by the 5"'
Edition (2014) Florida Building Code.
r.
Lyndon F. Schmidt,�13.E
FL No. 43409
y•
CA No. 9813
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5200 W. CENTURY BLVD. "I,
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LOS ANGELES, CA 90045z
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INSWING/OUTSWING A, LLY
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GENERAL NOTES
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).
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2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base
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material shall be beyond wall dressing or stucco. 7
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3. When used in the"HVHZ"this product is required to be protected with an impact resistant wC)
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LL covering that complies with Section 1626 of the FBC. w = ELIn
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4. When used in areas outside of the"HVI-IT'requiring wind bome debris protection this product is LL
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required to be protected With an impact resistant covering that complies with Section 1609.1.2 of J J a a Q-
the FBC.
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5. For 2x stud framing construction,anchoring of these units shall be the some as that shown for 2x
buck masonry construction.
6. Site conditions that deviate from the details of this drawing require further engineering analysis by
o a licensed engineer or registered architect. zU)
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7. Outswing configurations meet water infiltration requirements for"HVHZ".
8. Inswing configurations do not meet the water infiltration requirements for the"HVHZ".Inswing units
2 ------------
shall be installed only in non-habitable areas or at habitable locations protected by an overhang
or canopy such that the angle between the edge of canopy or overhang to sill is less than 45
1
<
degrees.
TABLE OF CONTENTS
SHEET 0 DESCRIPTION
LL I Typical elevation,design pressures,&general notes
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2 Door panel details and glazing detail z
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< 3 Horizontal cross sections OVERALL: OVERALL DATE:02120112
2
4 Vertical cross sections DESIGN�PRESSURE(PSF)
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FRAME D.L..0. GLASS SCALE: N.T.S.
TPE Dec.BY: JK
5 Buck and frame anchoring-2X buck masonry construction DIMENSION DIMENSION POSITIVE NE
6 Frame anchoring-1X buck masonry construction GATIVE
CHK BY: LFS
z; 7 Astragal details
8 Bll of materials and components DRAWING
74.0"X 81.63" 20.59'X 62.75" G1 +50.10 -50.0
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PANEL WIDTH 65 1/7'GLASS BITE
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D.L.O.WIDTH GLASS THK.
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Cellular pvc �J Reinforcement SU 2(Y Long 42 Cellular pvc 45 Cellular pvc
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8 HARDWARE CHART
C N F Q
w 2 MANUFACTURER MODEL ^z
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� DOOR PANEL LOCK: SIGNATURE SERIES o
4o KWIKSET DEADBOLT: SIGNATURE SERIES(780) SCALE: N.T.S.
DWG.BY. JK m
YALE LOCK: YH COLLECTION
o CHK.BY: LFS
DEADBOLT: YH COLLECTION(80 SERIES) 1�VERTICAL CROSS SECTION DRAWING No.:
v FL-15220.4 4
c N
C3 SHEET 2 OF S l'�
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No.43409
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f a' PRODUCT: Document,Prepared By:'
Lyndon F. Schmidt �i��••••.........ORID�. •G
1'' cn o Z ro FIBERGLASO DOOR PLASTPRINC. P.E. No. 43409Ss�O�A`I� ���
q Nr— ti O PART OR ASSEMBLY: �K BUILDING CONSULTANTS, INC.
o '1 � 1 04T22115 UPDATE TO 5TH ED. (2014) FBC ,IK HORIZONTALCROSS SECTIONS e11.
P.O. Box 230, VDlrico, FL 33595
m N NO DATE BY Phone No.: 813.659.9197
REVISIONS FSPE C.A. No. 9813
5'12oi2 R.W.BIJILe1Nf3 CONS-TS INC.
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V1 $ x g PRODUCT: Documents Prepared By:-;.WOF
`3 rp m Lyndon F. SchmidtPLASTPRO INC. �� ��0�••'•Gi��`�
O is1••'•........• `
FIBERGLASS DOOR P.E. No. 43409 /S�QNA``
N --i O PART OR ASSEMBLY: / BUILDING CONSULTANTS, INC.
p 1n\ 1 04/22 15 UPDATE TO 5TH ED. (2014) FBC JK VERTICAL CROSS SECTIONS J l�
P.O. Box.:230.81 .659.9 FL 33595
NO DATE BY phone No.: 813.659.9197
REVISIONS FBPE C.A. No. 9813
O zo12 R.W.BUILDING CDN9ULTnNT9 INC.
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p in ` TYP.HEAD SEE DETAIL 2 M '��irllr*1 Ps`��`� o n a°z0
P.HEAD _ &JAMBS N d
MASONRY &JAMBS MASONRY c"'+, `P E m o m m v
OPENING OPENING Z7 v °`a
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2X BUCK I $
_ _ g u � — I I _ LATCH d DEAD BOLT DETAIL
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INSWNGM II — 9 i2u
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BUCKANCHORING ASTRAGAL STRIKE JAMB FRAME ANCHORING HINGEJAMB o xcYi
Masonry 2X buck construction
HINGE DETAIL
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CONCRETE ANCHOR NOTES:
1. Concrete anchor locations at the corners may be adjusted to maintain the min. DETAIL 2
o edge distance to mortarjoints. Attach astragal throw bolt c
2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to strike plate to frame a
maintain the min.edge distance to mortarjoints,additional concrete anchors as shown
may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. F
3. Concrete anchor table: N< a
MIN.CLEARANCE MIN.CLEARANCE a
ANCHOR ANCHOR MIN. o
F TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT p 0
z EDGE ANCHOR z
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TAPCON® 1/4" 1.1/4" 2" 4"
SCALE: N.T.S. °
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® 1/4" 1.1/4" 1" 4" DETAIL 1 DETAIL I
o ULTRACON CHK.BY: LFS ;
Astragal throw bolts Astragal throw bolts
WOOD SCREW INSTALLATION NOTES: at the threshold at fhe threshold DRAWING NO.:
1.Maintain a minimum 5/8"edge distance,1"end distance,&I"o.c.spacing of (Outswing) (Inswing) FL-15220.4
wood screws to prevent the splitting of wood. °v
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CONCRETE ANCHOR NOTES: a
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1.Concrete anchor locations at the comers may be adjusted to maintain the min.
edge distance to mortarjoints. a
2.Concrete anchor locations noted as"MAX.ON CENTER" be adjusted to a
a ASTRAGAL STRIKE JAMB FRAME ANCHORING HINGE JAMB
- maintain the min.edge distance to mortarjoints,additional concrete anchors Masonry 1 X buck Con51TUCfian
omay be required to ensure the"MAX.ON CENTER"dimension are not exceeded.
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MIN.CLEARANCE MIN.CLEARANCE \o
p ANCHOR ANCHOR MIN. a
.TYPE SIZE EMBEDMENT EDGE
MASONRY TO ADJACENT o i
z EDGE ANCHOR -Z o
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< BTW Pre)m® 1/4" 1-1/4" 2" 4" DATE:02/20/12
K E.. SCALE:
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1/ N.7.S. °
ULTRACON® DWG.BY. J1( '
m
CHK.BY: LFS
iAPCON ;
DRAWING NO.: LL'
- WOOD SCREW INSTALLATION NOTES: c�
FL-15220.4
I.Maintain a minimum 5/8"edge distance,I"end distance,&I"o.c.spacing of 0
wood screws to prevent the splitting of wood. SHEEP 6 or 8 n
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SCHAf..,
LNo.43409
yT1i
Ta PRODUCT: Document.Prepamc By:�
E x Lyndon F. Schmidt �i, •••'•�D�DA•'•Gi�`�
I� Ln z N DOOR PLASTPRO INC. P-E. No. 43409
FIBERGLASS
N -1 O PART-OR ASSEMBLY: rJ V BUILDING CONSULTANTS, INC.
p to 1 04/22/15 UPDATE TO 5TH ED. (2014) C JK ASTRAGAL DETAIL$ yy P.O. Box 230, Valrico, FL 33595
I� 3' N RBNO. DATE BY Phone No, 813.859.9197
REVISIONS FBPE C.A. No. 9813
k41 2012 R.W.BuII DING CONSULTANTS INC.
BILL OF MATERIALS
ITEM III DESCRIPTION ,o t � u01i
MAIFRIAL
A 1X BUCK SG-0.55 WOOD
B 2X BUCK SG>=0.55 WOODcly.
c°Q=-
C 1/4"MAX.SHIM SPACE
0,
D 1/4"X 2-3/4"ELCO OR ITW CONCRETE SCREW STEEL _ _ '� '•. 5y� z
J O to
E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE `— _� '// *P ���` z o m o
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 �� //rr 111% o n z
U N •;
G 3/16"X 3-1/4"PFH ITW CONCRETE SCREW STEEL I —� Z x zOj
H 1/4"x 3-1/4"PFH ELCO OR ITW CONCRETE SCREW STEEL Zv f--2.36"—-I 2.7' f}�"�+8 E o -m c w
I 114"X 2-1/4"PFH ELCO OR ITW CONCRETE SCREW STEEL - a rn n 5°=m
J 1/4"X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL s va w
K #9 X 2-1/7'PFH WOOD SCREW STEEL YO HEAD d SIDE E o z6
Jamb
L #8 X 2-1/2"PFH WOOD SCREW STEEL rw
M #8 X 2"PFH WOOD SCREW STEEL o J o
N 1/4"x 3-1/4"PFH ITW CONCRETE SCREW STEEL 4.56"
-{
7 FORCE 5 WEATHERSTRIPPING BY ENDURA FOAM o
8 COMPRESSION WEATHERSTRIP QLON 650 BY SCHLEGEL FOAM to o Q�
9 4"X 4"BUTT HINGE STEELul
— zo
10 #9 X 3/4"PFH WOOD SCREW STEEL G,N Jo
11 #9 X 3/4"PFH WOOD SCREW STEELII 2.13" o 5 m s
12 #10 X 3"PFH WOOD SCREW STEEL 5w o0
a 20 FINGER JOINTED PINE FRAME,HEAD 8 HINGE JAMBS WOOD 2I HEAD d SIDE a m
21 POLY FIBER JAMB COMP./VINYL Potyfiberjamb ?I `o m
27 LATCH STRIKE PLATE STEEL o
28 DEADBOLT PLATE STEEL cii, 4.56" a a
29 OUTSWING THRESHOLD BY DLP ALUM./WOOD 4.56'
30 INSWING VINYL DOOR BOTTOM SWEEP VINYL - 2.03'--j 'm
33 INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DLP ALUM./WOOD
40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS
�r-M
`�—
N 41 DOOR SKIN(MIN.0.069"THICK)BY PLASTPRO FIBERGLASSFTT
42 TOP RAIL CELLULAR PVC o
J ADJUSTABLE INSWING THRESHOLD �1 OUiSWING THRESHOLD BY DLP N
43 LATCH&HINGE STILE CELLULAR PVC o 0
45 BOTTOM RAIL CELLULAR PVC w n
46 POLYURETHANE FOAM BY PLASTPRO POLYURETHANE N
49 LATCH AND HINGE STILE REINFORCEMENT WOOD o
50 LOCK BLOCK(20"X 1.385") WOOD
o
65 ODL LITE FRAME POLYMER o
66 PF-1200 P/MERIC FOAM '
8 67 SCREW PLUG POLYMER w lz
"
68 #8 X 1-1/2"PFH SCREW STEEL N a
69 GLAZING COMPOUND-FOR ODL BY ADCO BUTYL a
z 71 ASTRAGAL BY DLP(6063-T5 ALUMINUM) ALUM. 0
72 ASTRAGAL STRIKE PLATE STEEL once:02/20/12 0
73 #8 X 2"PFH SCREW STEEL
SCALE: N.T.S. °
74 CONCEALED STIFFENER BY PLASPRO(6063-T6 ALUMINUM) ALUM. Dwc.BY: JK n
e 77 SLIDE BOLT ROD STEEL CHK.BY:
DRAWING NO.: R
FL-15220.4
0
a SHEET_L OF 8 N
i � '
R W R W Building Consultants, Inc.
Cnnsahing and Engineering Services for the Building industry
C RO.Box 230 V:ririco.FL 33595 Phone 813.659.9197
Fioridn t3anai ni'Proiccsitl E119incers Certific:Me OfAurhori7.•rrion No.9813
1111 1 // /11 / /
'!t
Product
Category Sub Category Manufacturer
Product Name
Exterior
Swinging Plastpro Inc. Smooth f Wood Grain/White Wood Grain
5200 W.Century Blvd.
Doors Exterior Door Rustic 1 Mahogany
Assemblies Los Angeles,CA Series N Fiberglass Door
Phone 440.969.9773 Inswing/Cutswing-"Non-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.61G20-3,Method 1D 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
Limitations: manufacturing or distributing the product or in any other entity involved in the approval process of the product named
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".
2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing
orstucco.
3. When used in the"HVHZ"this product is required to be protected with an impact resistant covering that complies with Section 1626 of
the FBC,
4. When used in areas outside of the"HVHZ"requiring wind borne debris protection,this product is required to be protected with an
impact resistant covering that complies with Section 1609.1.2 of the FBG.
i. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction.
Site conditions that deviate from the details of drawing FL-15220.5 require further engineering analysis by a licensed engineer or
registered architect.
Outswing configurations meet water infiltration requirements for"HVHZ".
Inswing configurations do not meet the water infiltration requirements for the"HVHZ'. inswing units shalt be installed only in non-
iabitabte areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or
overhang to silt is less than 45 degrees.
@ Oil liv FLA 5220.5 for size and design pressure limitations.
:oilvng Documents: Si ned b
st Benoit No. Test Standard Testing Labvrat� ._9Tesking Evaluation Lab.,inc. Wendell Haney,P.E-
.07-0223-2
.E..07-0223-2 TAS 202-94
ETC Laboratories Ben Meunier
07-209-19303.0 ASTM 02943.0,MM�5��
\1� eat Ag; p$3$03 Gurjinder Dhami
\`C\
ETC Laboratories
N
� �a�YM 02543.99,AS�M Qs=M ossa-as`L ETC Laboratories Joe Doldan,P.E.
ASTM�a ETC Laboratories Joe Doldan,P.E.
pts E84-05 635-98,
P'sw G26.95,02943.99,0
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