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• FL# FL14803-R4
Application Type Revision
Code Version 2017
Application Status Approved =County,
Comments JUN
Archived
Product Manufacturer DLP INDUSTRIES,INC.
Address/Phone/Email 2125 SW 60 WAY
HOLLYWOOD, FL 33023
(800) 243-7373
DLPINDUSTRIES@AOL.COM
Authorized Signature Vivian Wright
rickw@rwbldgconsultants.com
Technical Representative Brian Phipps
Address/Phone/Email 2125 SW 60 Way
HOLLYWOOD, FL 33023
(800)243-7373
DLPINDUSTRIES@AOL.COM
Quality Assurance Representative
Address/Phone/Email
ixCategory Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report-Hardcopy Received
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
U. Validated By Ryan]. King, P.E.
f Validation Checklist-Hardcopy Received
Certificate of Independence FL14803 R4 COI (a)Certificate of Independence.pdf
Referenced Standard and Year(of Standard) Standard Year
ASTM E1886 2005
ASTM E1996 2006
ASTM E1996 2009
ASTM E330 2002
ASTM E331 2000
TAS 201,202, 203 1994
Equivalence of Product Standards
Certified By
additional use limitations, installation instructions and product j
particulars. 1 '
14803.6 f.WINDSERT WINDSERT'"an operational window insert utilizing a 6'8 i
Plastrpo"Impact"Outswing Double Door with or without
Sidelites-available configurations(XX or OXXO)
Umits of Use Installation Instructions
Approved for use in HVHZ: Yes FL14803 R4 II )Inst 14803.6.12df
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 14803.6 for Design Pressure Ratings,any FL14803 R4 AE (�) Eval 14803.6.Ddf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
14803.7g.WIN WINDSE TTM an operationa`iw`iMdQW insert utilizing a 6'8
Plastrpo"Impact"Outswing Single r-available
configurations(X)
Umits of Use Installation Instructions
Approved for use in HVHZ: No FL14803 R4 II ( Inst 14803.7.Ddf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Sch P.E. 43409
Impact Resistant: Yes Created by Inde Third Party: Yes
Design Pressure: N/A Eva eports
Other: See INST 14803.7 for Design Pressure Ratings, 14803 R4 AE (p) Eval 14803.7.pdf
additional use limitations, installation inst product Created by Independent Third Party: Yes
14803.8 h. WINDSERT WINDSERT'"an operational window insert utilizing a 6'8
Plastrpo"Impact"Outswing Single Door with Sidelites-
avallable configurations(XO or OX and OXO)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14803 R4 II (4) Inst 14803.8.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 14803.8 for Design Pressure Ratings, any FL14803 R4 AE (aUval 14803.8.pdf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes j
particulars.
14803.9 i.WINDSERT WINDSERT""an operational window insert utilizing a 6'8
Plastrpo"Impact'Outswing Double Door with or without
Sidelites-available configurations(XX or OXXO) j
Umits of Use Installation Instructions
Approved for use in HVHZ: No FL14803 R4 II ( Inst 14803.9.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 14803.9 for Design Pressure Ratings,any FL14803 R4 AE (a) Eval 14803.9.odf I
additional use limitations, installation instructions and product Created by Independent Third Party: Yes i
particulars.
0
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Qh yrigh[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&mails 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 dick here.
Product Approval Accept:
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4 !VIvllt
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DLP INDUSTRIES INC 37.5"MAX.OVERALL _ _ ".� ' z
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HOLLYWOOD, FL 33023
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GENERAL NOTES o a N
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1. This product has been evaluated and is in compliance with the 6th Edition(2017)Florida ` a a a
Building Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone"
w (HVHZ). 'm
2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to
Nbase material shall be beyond wall dressing or stucco.
0 3. When used in areas requiring wind borne debris protection this product complies with FBC
Sections 1609.1.2&R301.2.1.2 and does not require an impact resistant covering.This z
product meets missile level"D"and includes Wind Zone 4 as defined in ASTM El 996 and d g
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C4. For 2x stud cons ruc io , ese units shall be the same as that shown
for 2x buck masonry construction.
5. Site conditions that deviate from the details of this drawing require further ?
engineering analysis by a licensed engineer or registered architect.
TABLE OF CONTENTS
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SHEET# DESCRIPTION
1 Typical elevation,design pressures,&general notes o 0
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f 2 Door panel details MAX.FRAME MAX' DESIGN PRESSURE(PSF) a+Tc_ 9/14 15
3 Lite frame details and glazing details DIMENSION D.L.O. scuE: N.T.S.
4 Horizontal cross sections DIMENSION POSITIVE NEGATIVE DWG.sf: JK m'
5 Vertical cross sections
CHK.B1: LFS 3
8 Buck and frame anchoring 37.5'x 81.13" 20"x 29.13" +60.0 65.0 DRAWING NO.: a
0 7 Bill of materials and components
FL-14803.7
n NOTE:See Sheet 2 for Hardware Design Pressure Limitations SHEET 1 or 7
0.7' 2.8" �� ...........* 7777�i
G1 EXTERIOR TOP RAIL �
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MANUFACTURER MODEL MAX.DESIGN 60 F8
PRESSURE6
7S
KNOB: KWIKSETSERIES
TABLE KWIKSEf DEADBOLT: KWIKSET SERIES(660) +50/-55 PSF :•..
LEVER: YH COLLECTION •`' 25
YALE DEADBOLT: NEW TRADWNS(800 SERIES) +50/-55 PSF �..
SEE NOTE 1 W
� SEE HARDWARE FIBERGLASS SKIN
LKNOB: F-SERIES •' z
TABLE SCHLAGE +50/-55 PSF (0.075'MIN.THK.) 9 m a
BOLT: B60/62 FOAM COREYALE : YN COLLECTION +60/-65 PSF (POLYURETHANE- –zDLP LITE FRAME BOLT: YH 83 =
D n 1.9 PCF MIN.) wre 9/14/15
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INDSER
NOTES: SCALL N.T.S.
I� 1.SMS Screw spacing at head and dl: BOTTOM RAIL-- Dm BY: JK m
DOOR PANEL 5'from each end 8 one at centerline(3 total). (COMP.) c,eY: LFS
40 Plastpro 2.SMS Screw spacing at jambs: x NM: rc
5"from each end&spaced @ B-11"o.c.(7 total). 2 VERTICAL CROSS SEC71ON NAMNAM o
2
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Lyndon F. Schmidt ��� •••• ��••'• ��
OLP
WINDSERT P/.E� No.
fo y A PART OR ASSEMBLY: /� BUILDING CONSULTANTS. INC.
�1 to 1 8 16 17 UPDATE TD 87H ED. (2017 fBC JK J l•�P.O. Ebx 230. Volrico, R 33393
I`i U NO DATE BY LITE FRAME DETAILS Phone No.: 813.659.9197
REVISIONS AND GLAZING DETAILS FBPE CA No. 9813
0 2015 R.W.BUILOINn CON-TANTe INC.
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v 14 y U NO DATE gY HORIZONTAL CROSS SECTIONS phone No.: 813.659.9197
REMSIONS FSPE C.A. No. 9813
02015 R.W.19UILDING CDNBULTANTB INC.
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to OLP P.E. No. 43409 //0,,��
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V v NO DATE BY Phone No.: 613.659.9197
REMSIONS FSPE CA No. 9613 '
O 201 5 R.W.BUILDING CONSULTANTS INC.
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'v SEE HINGE L 2X BUCK JJrrrIIl I r1 � `°i
D TYP.HEAD DETAIL \ Z o z°v
_ $JAMBS _ e6 (TYP•) G 1X BUCK ((j L j A c°w
TYP. EAD " 00.
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MASONRY7 b, MASONRY JAMB y r m d a
OPENING OPENING of
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OKK ANCHORING STRIKE JAMB FRAME ANCHORING HINGE JAMA 8 0
CONCREIEANCHORNOTEs: .
I.Concrete anchor locattons at the comers may be odJusted to maintain the min. 12
edge&*nce to mortar joints.
2 Concrete anchor ted as AMAX.ON CENTER"must be i
mainldn .edge dstance to mortar joints,odd brd concrete anchors
may be to ensue the"MAX.ON CENTER"dmenslon are not exceeded. m
3.c anchortoble: 28 H 1X BUCK 1X BUCK H 9 _
IN.CLEARANCE MIN.CIEA O
CHOR ANCHOR SB 2X BUCK 2X BUC m
TYPE SRE BEDMEM TO MASONRY TO ADJACENT 2X BUfH ,
EDGE :ANCHOR z u
1X BU 2X BUCK DAw-- 9/14/15 o
ElCO 1/4" 1.1/P 1" 4" 27
N.T.S. °
uttRAcoN H 1X BUCK DWG.BY: JK m
LFS
W
TAPCO `" 1/4" r 1.1/2' QW.ov..
DW*W NO.:
WOOD SCREW INSTALLATION NOTES: LATCH B DEADBOLi DETAIL HINGE DETAIL FL-14803.7
1.Mointaln o ff**num S/8"edge dxtonce,rend "o.c.spacing of a
wood screws to prevent the spiffM of wood. Outswi"9 MM of 7 ^
0
BILL OF MATERIALS
rmm# DESCwrm MATEMAL 4 •'•, /'�
A 1X BUCK SG>=0.55 WOOD =z n
B 2X BUCK SG>=0.55 WOOD .(
ti = i
C 1/4'MAX.SHIM SPACE 4.SG~I c Nt
D 114'X 2-314"ELCO OR ITW CONCRETE SCREW STEEL ' \ t a�'
MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK N
E CONFORMING TO ASTM C90 CONCRETE ����INI* ``�� z 6
G 1/4-X 3-3/4'PFH ELCO OR ITW CONCRETE SCREW STEEL °a
H 3/16'x 3-1/4'PFH ELCO OR ITW CONCRETE SCREW STEEL �- —2.44•�---2.13• .\ E i Z v
If, v o
1 114'X 3-1/4'PFH ELCO OR ITW CONCRETE SCREW STEEL POLY FIBER JAMB 4.58' '�' N " m'a a
L #8 X 2-1/2'PFH WOOD SCREW(1.15-MIN.EMB.) STEEL 1 o
1 POLY FIBER JAMB COMP./VINYL =
iz
2 FINGER JOINTED PINE FRAME WOOD v°
@ 7 WEATHERSTRIP FOAMSd
8 9 4'X 4'BUTT HINGE STEEL
11 #9 X 314'PFH WOOD SCREW STEEL
12 BULB VINYL WEATHERSTRIP VINYL
25 #12 X 1"PFH SELF DRILLING SMS STEEL 4 WOOD JAMB
27LATCH STRIKE PLATE STEEL
28 DEADBOLT STRIKE PLATE(SECURITY) STEEL REACH °-�"> o
30 OUTSWING THRESHOLD ALUMIWOOD m '�
40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS 18
58 #8 X 2'PFH WS STEEL o m
60 SECURITY SCREEN(ALUM 6063-T6)-OPTIONAL ALUM/SS ggI
0.5' iC a
7 WE4WERSTRIP Y
Endura Face 5
8
tr
P
4.55'
.^
2" STARLET'S STEEL MESH: � z
0.035'0 t 0.0005 n o
10x10 10.5 STRANDS PE3t RICH tl m
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WE' 9/14/15
i
N.T.S. 9
SECURITY M.BY:160
OUTSWING THRESHOLD ALUM(8053 TB)
30 DLP(DOSR) cNpc.rn: LFS
DROW NO.:
FL-14803.7 "-
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