HomeMy WebLinkAboutProduct Approval 01/09/2018-12:07pm inteml V:\Projects\-Master Plan Sheet Store\Windows-DoorsShutters\400 Wind Charts\-Reference\2017 Windload Charts References\2017-b FBC WIND CHART.dwg
6th EDITION FLORIDA BUILDING CODE (2017) ASCE 7-10 WIND VELOCITY= 170 MPH MRH <_60'
'ASD' DESIGN PRESSURES FOR COMPONENTS AND CLADDING EXPOSURE 'C'
BASED ON Kd=0.85
INTERIOR ZON�4 PRESSURES 1 ENCLOSED STRUCTURE,FLATTERRAIN MRH=MEAN ROOF HEIGHT
EXTERIOR ZONES PRESSURES
INSTRUCTIONS FOR TABLE USE: (SEE BELOW)
Mean DESIGN PRESSURES(PSF)-ZONE 4 4 Mean DESIGN PRESSURES(PSF)-ZO E 5 4 1. IDENTIFY THE ZONE OF THE OPENING�AS�INTERIOR-(ZONE 4)OR EXTERIOR(ZONE 5)PER THE
2 Roof Tributary Area(S Ft t3 Roof Tributary Area(Sq Ft) 3 URE BELOW LEFT OR INFOR,�A ON PROVIDED,TO OUrBY-OTHERS.
f�»+' 1.1. ANY QUESTIONABL OPp.E TO BE•CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE
Height 10 20 30 40� 50lie�ght 10 20 30 40 50 5• ��::.[ lla /
2.IDENTIFY THE BUILDING MSA (AVERAG.E)`R�OOF H OT FROM THE LOWEST GROUND ELEVATION.IF
0-15) 41.0 39.3 38.3 37 6, 7 0` // -50.6 -47.2 -45.2 -43.8 -42.7 �MEAN ROOF HEIGHT CANNPT BEIDENTIFIED,USE THE PEAK(HIGHEST)ROOF HEIGHT.
15 ft 2.1. ALWAYS ROUND UP ROOF HEIGFJIS TO.NEXTTABLE VALUE.
+37.8 +36.1 +35.1 +34 +'-33 8. t ` .\ +37.8 +36.1 +35.1 +34.4 +33.8 2. VALID FOR ALL ROO�45LOPE5 FOR SLOPES 4`i00>�SEE AN ENGINEER FOR REDUCTIONS.
42.6 -40.8 39.8 38 S �� !/ 18 ft -52.6 -49.0 47.0 45.5 44.4 3.CALCULATE THE TRIBUTARY-AREA OFTHEOPE�tNG R' UttTION AS THE GREATER OF(HEIGHT*
OR THE SPAN LENGTH(HEIGHT)`AN EFFECTIVE WIDTH OF 1/3 THE HEIGHT(HEIGHT=/3).
18 ft +39.3 +37.5 +36.5 +35.7 +35.2 ;` +39.3 +37.5 +36.5 +35.7 +35.2 3.1. USE THE AREA BETWEEN STRUCTURAI'OPENINGS ONLY-THIS INCLUDES AREAS BETWEEN
STRUCTURAL MULLS,COLUMNS,ETC.
-43.6 -41.7 -40.7 -39.9 -39.4 -53.8 -50.1 -48.0 -46.5 -45.4 3.2. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED,THE SMALLEST
20 ft +40.2 +38.3 +37.3 +36.5 +36.0 20 ft +40.2 +38.3 +37.3 +36.5 +36.0 (10 SQUARE FEET)SHALL BE USED.
3.3. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE SMALLER TABLE VALUE.FOR LARGER
-45.7 -43.8 -42.6 -41.9 -41.3 -56.4 -52.6 -50.3 -48.8 -47.5 /�TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE.
\a/READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY
25 ft +42.1 +40.2 +39.1 +38.3 +37.7 25 ft +42.1 +40.2 +39.1 +38.3 +37.7 I ACCORDANCE WITH CODE.
47.4 45.5 44.3 43.5 42.9 -58.6 -54.6 52.3 -50.7 49.4_ 5. FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A FACTOR OF
1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE.
30 ft +43.7 +41.8 +40.6 +39.8 +39.2 30 ft +43,7 +41.8 +40.6 r+3�:8 +3 2 .GENERAL NOTES:
49.0 -47.0 45.8 44.9 44.3 60.5 -56.4 54.0 52 3R 1*0- I TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN METHODOLOGY"PER ASCE 7-10
35 ft 35 ft iL 17 STICTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE CRITERIA AS OUTLINED HEREIN.
+45.2 +43.1 +42.0 +41.1 +40.5 +45.2 +43.1 +42.0 +4I 1 +4O S /2.DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND VELOCITY&EXPOSURE SPECIFIED.
`WORST CASE'CRITICAL CONDITIONS SHALL BE ASSUMED FOR SAFE PRESSURE RATINGS.
-50.4 -48.3 -47.1 -46.2 -45.5 -62.2 -58.0 -55.6C3 8 `"5'2/5 7ti �2 1 ASCE 7-10 RISK CATEGORY IS INDEPENDENT OF THIS RATING.FIND CATEGORY TO MATCH OR BE LESS
40 ft 40 ft L. ��.� THAN THE RATED LIMITING WIND VELOCITY ABOVE.
+46.5 +44.4 +43.1 +42.3 +41.6 +46.5 +44,4 +43.1 +4 t!}1.6 J/y�3 TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY.NO HILLS SHALL BE NEARBY AREA.
E " 4.INTERNAL PRESSURE COEFFICIENT(GCpI=+/-0.18)FOR USE WITH AN ENCLOSED STRUCTURE ONLY.
-51.7 -49.5 -48.3 -47.4 -46.7 -63.8 -59.5 -57.0 -55.2 =53:8,t- S. VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH LOCAL BUILDING DEPARTMENT.
45 ft +47.6 +45.5 +44.2 +43.3 +42.6 45 ft +47.6 +45.5 +44.2 +43.3 +42.6 HVHZ=HIGH VELOCITY HURRICANE ZONE.
6.TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY.
-52.8 -50.6 -49.3 -48.4 -47.7 -65.2 -60.8 -58.3 -56.4 -55.0 7•THIS DOCUMENT IS A MASTER PLAN SHEET,NOT A SITE-SPECIFIC DOCUMENT.
50 ft +48.7 +46.5 +45.2 +44.3 +43.6 50 ft +48.7 +46.5 +45.2 +44.3 +43.6 8. THIS DOCUMENT IS ONLY VALID WITH AN ORIGINAL SIGNATURE&RAISED SEALED
OR DIGITALLY SEALED WITH CORRESPONDING LIMITATIONS.
-53.9 -51.7 -50.3 -49.4 -48.7 -66.5 -62.1 -59.4 -57.6 -56.1 9.THIS DOCUMENT ILLUSTRATES ALLOWABLE DESIGN WIND PRESSURES(ASD)AS LISTED.APPLICATION OF THESE
55 ft +49.7 +47.4 +46.1 +45.2 +44.5 55 ft +49.7 +47.4 +46.1 +45.2 +44.5 DICTATED ANDTABLES AND D VERIFIED BY THE GOVERNING RRESPONDING WIND UILD NG DEPARTMENT AND PER&OTHER MIT HOLDERENTS .NO WARRANTY HEREIN SHALL FOR
54.9 52.6 51.3 50.3_-49.6 67.8 63.2 60.5 58.6 -57.2 APPLICABILITY OF THE USE OF THESE TABLES IS,,,OFFERED-HEREIN.
60 ft iT^ �.''' (�'{t 10. THIS SPECIFICATION DOES NOTrOFFER-ANYPRODU-CTAPPROVED CERTIFICATION. REFER TO ANY SEPARATELY
+50.6 +48.3 +47.0 +46.0 +4333 +50.6 +483 +47.0 +46.0 +45.3 SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR•DESIGN,INSTALLATION INFORMATION AND APPLICABILITY
., �'� OF THESE TABLE VALUES WHICH IS TO BE VERIFIED'BY.'OTt�ERS'1N�A000RDANCE WITH GOVERNING CODES.
�-- 11. ADHERE TO ALL LOCAL IMPACT I0RO•[ECTION'SYSTEM, RDPN,4�NCES.12. NO CERTIFICATION IS RED STRUCTURE.
(�_ ` ,•rua 13. EXCEPT AS EXPRESSLY OFFE
P OVIDE,C HEREIN,t��IO ADDIfIO A'C RTIFItHO TIONS OR AFFIRMATIONS ARE INTENDED.
INTERIOR ZONEn, EXTERIOR ZONE�=R�Q�-HHEIGHT EXPLAINED LEAST HORIZONTAL c m m m z m o m m-Iui A°z.
DIMENSION m�'O m n z(-„ m O Z
a=10%OF LEAST HORIZONTAL DIMENSION OR 40%OF M N-ROOF PEAK ROOF 5 5 r m Z C>I m-ZD a n --I Ox
HEIGHT,WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HEIGHT m D m m m _
31=x.. n TTI
HORIZONTAL DIMENSION OR 3FT.USE ZONE 5 IF AT ALL IN QUESTION. A m D D Z.0 r--REl,D C Z w fn Z G)
CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF ROOF 5 ® =o z r-z a a p o m z m O0
Zm ¢e = --(
REQUIRED. MEAN EAVE HEIGHT m 0 z m m'�3 D m O,••, .�-,
ROOF ROOF \ -Zn-qrr--ZOZ-Dr00rA � 0 '"-�
HEIGHT HEIGHT N D 0 c m 0 n G) '.I-= n 03 r--r
z�47O010z�-ZZm m O QO
om n+- n9 DG1ma D
mz0 ,0HFzmr� O c z (n
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0 5O COMPLEX o p m m a_,�zln r- Z cmll z r-
ELEVATION 1 a a ISOMETRIC CORNERS 5 O p sa m p -�
rA O S REMARKS DRWNCHKD DATE 6TH EDITION FLORIDA BUILDING CODE ENGINEERII�II; .�No 0 m
D O INIT ISSUE GSS TSB 03/05/12 o W Ao s c z
m I i REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 r - EXPRESS I-+ c"
3 2017 _� m
= REV 2014 FBC DGM TSB 06/10/15 aI, Ln,
2 UPDATES,2017 FBC FLB FLB 12/17 ASCE 7-10 CHAPTER 30 CORMO TE OFFICE: z -
z ' 160S 12th AVENUE, SUITE,106 'Am _ tOz
z m DESIGN LOADS FOR COMPONENTS &CLADDING /N 9
A DEERFIELD BEACH, FL 33442
y v MASTER PLAN SHEET P: 954 3540660 F; 954 3540443 Z I o
O THIS DOCUMENT IS THE PROPERTY OF ENGINEERING E7CPRESS, ( J ( ) ' .If O O
4 Ix AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT CERT OF AUTH 098x5 z v•,R
p I--L - WRITTEN CONSENT OF ENGINEERING EXPRESS,ALTERATIONS. E:HELLO@ENGINEERINGB(PRESS.COM , �p",� in£ I--L
W 000 PERMITTED AND INVALIDDITIONS,OR OTHER ATE OUR CERTIFICATION.VJNGS TO THIS ENT ARE NOT ASCE 7- 10 N�- m
ENGINEERINGEXPRESS.COM
Florida Building Code Online
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ba
I(� aan�Product Approval
A 4, USER:Public User
!1 �� s
Product Approval Menu>Product or Application Search>Application List>Application Detail
phi, FL# FL16674-R9
Application Type Revision
Code Version 2017
i Application Status Approved
t *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by
a the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer JELD-WEN
' Address/Phone/Email 3737 Lakeport Blvd
Klamath Falls, OR 97601
' (800) 535-3936
i fbcl@jeld-wen.com
1
Authorized Signature Rylee Sumner Fricks
fbci@jeld-wen.com
Technical Representative JELD-WEN Corporate Customer Service
Address/Phone/Email 3737 Lakeport Blvd.
Klamath Falls, OR 97601
(800) 535-3936
customerserviceagents@jeld-wen.com
Quality Assurance Representative
Address/Phone/Email
{
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
l
f
Compliance Method Certification Mark or Listing
tCertification Agency National Accreditation&Management Institute
Validated By National Accreditation&Management Institute
I
Referenced Standard and Year(of Standard) Standard Year
AAMA 1304 2002
ASTM E1886 2005
ASTM E1996 2006
ASTM E283 2004
ASTM E330 2002
TAS 202 1994
Equivalence of Product Standards
Certified By
http:/iwww.Floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsHepng4%2fs6e I YO813ShBDt%2bdElHigO%2bn LlwhXcxRIMIQ%3d%3d[9/12/2018 4:06:28 PM]
Florida Building Code Online
i
1- .d
Product Approval Method Method 1 Option A
I Date Submitted 02/21/2018
Date Validated 02/26/2018
Date Pending FBC Approval
Date Approved 03/06/2018
i
Summary of Products
FL# Model,Number or Name Description
' 16674.1 A Design Pro/Smooth Pro/Studio Single(X)Impact Opaque Fiberglass Door, 3'-0"x 6'-8" and
Fiberglass 3'-0"x 8'-0",Inswing and Outswing
Limits of Use Certification Agency Certificate
j Approved for use in HVHZ: No FL16674 R9 C CAC NI011919,01-R7.2df
1 Approved for use outside HVHZ:Yes FL16674 R9 C CAC NI011919-R7.pddf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure: +50/-50 03/30/2026
Other: Installation Instructions
FL1.6674 R9 II A010851A SS 2014-09-26.pdf
3 Verified By: Hermes F. Norero, P.E. 73778
{ Created by Independent Third Party: Yes
j Evaluation Reports
( FL1.6674 R9 AE PER2750 SS 2014-09-26.pdf
1 Created by Independent Third Party: Yes
--
7-
16674.2
16674.2 B Design Pro/Smooth Pro Fiberglass Single(X)Impact Glazed Fiberglass Door, 3'-0" x 6-8" and
3'-0"x 8'-0",Inswing and Outswing
Limits of Use Certification Agency Certificate —
Approved for use in HVHZ: NoFL16674 R9 C CAC NI011918.0]-R8 pdf
Approved for use outside HVHZ:Yes FL16674 R9 C CAC NI011918-R8.pdf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure: +50/-50 03/30/2026
Other: Installation Instructions
FL16674 R9 II A010852A SS 2014-09-26.pdf
Verified By: Hermes F. Norero, P.E. 73778
Created by Independent Third Party: Yes
dl Evaluation Reports
FL16674 R9 AE PER2751 SS 2014 09 26.2df
Created by Independent Third Party: Yes
16674.3 C Design Pro/Smooth Pro/Studio Double(XX)Impact Opaque Fiberglass Door, 6'-0"x 6'-8"and
Fiberglass – _ 6'-0"x 8'-0", Inswing and Outswing
} ;Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL16674 R9 C GAC NI011916 01-R7 pdf
Approved for use outside HVHZ:Yes FL16674 R9 C CAC NI01.1916-R7.[�df
I Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure: +50/-50 03/30/2026
Other: Installation Instructions
i FL16674 R9 II A010853A SS 2014-09-26.12df
Verified By: Hermes F. Norero, P.E. 73778
s Created by Independent Third Party: Yes
Evaluation Reports
FL16674 R9 AE PER2752 55 2014-09-26.2df
! Created by Independent Third Party: Yes
116674.4 D Design Pro/Smooth Pro Fiberglass Double(XX) Impact Glazed Fiberglass Door, 6'-0"x 6'-8"and
! 6'-0"x 8'-0",Inswing and Outswing
$ Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL16674 R9 C CAC NI011917.01-R7.2df
Approved for use outside HVHZ:Yes FL16674 R9 C CAC NI011917-R8.pdf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
1 313 Design Pressure: +50/-50 03/30/2026
I. Other: Installation Instructions
FL16674 R9 II A01.0854A SS 2014-09-26.2df
" Verified By: Hermes F. Norero, P.E. 73778
Created by Independent Third Party: Yes
j Evaluation Reports
hnp:/!„ww.floridabuilding.org/pr/pr_app_dtl.aspx?paratn=wGEVXQwtDgsHepng4%?fS6elYO813ShBDt%2bdE1Hig0%2bnlJwhXcxRIMIQ%gid% d[9/12/2018 4:0628 PM]
1
Florida Building Code Online
^'! [ FL16674 R9 AE PER2753 SS 2014-09-26,pddf
i Created by Independent Third Party: Yes
I ' 16674.5 E Design gn Pro/Smooth Pro/Studio Single with side lite(s) (X,O/O,X/O,X,O) Impact Opaque
Fiberglass Fiberglass Door,9'-0"x 6'-8"and 9'-0" x 8'-0",Inswing and
— Outswing
;Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL16674 R9 C CACNI01 01-RS pdf
Approved for use outside HVHZ:Yes FL16674 R9 C CAC NI011922-R8.pdf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure: N/A 03/30/2026
j Other: Installation Instructions
3 I FL16674 R9 II A010855A SS 2014-09-26.pdf
j Verified By: Hermes F. Norero, P.E. 73778
! I Created by Independent Third Party: Yes
Evaluation Reports
_ r FL16674 R9 AE PER2754 SS 2014-09-26.odf
Created by Independent Third Party: Yes
- — — ---.......................-- —- —............ _................-
16674.6 F Design Pro/Smooth Pro Fiberglass Single with side lite(s) (X,O/O,X/O,X,O)Impact Glazed
` Fiberglass Door, 9'-0"x 6'-8"and 9'-0"x 8'-0", Inswing and
Outswing
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL16674 R9 C CAC NI011924 O1-R7 pdf
j Approved for use outside HVHZ:Yes FL16674 R9 C CACNI011 24-R8 iL
Impact Resistant:Yes FL16674 R9 C CAC N1013412-R2.pd
i Design Pressure: N/A Quality Assurance Contract Expiration Date
11 I Other: 03/30/2026
Installation Instructions
FL16674 R9 II A010856A SS 2014-09-26[pdf
j Verified By: Hermes F. Norero, P.E. 73778
! I Created by Independent Third Party: Yes
i I Evaluation Reports
FL16674 R9 AE PER2755 SS 20 4-0 - 6 odf
j E Created by Independent Third Party: Yes
16674.7 G Design Pro/Smooth Pro/Studio Double with side lite(s) (XX,O/O,XX/O,XX,O) Impact Opaque
€ Fiberglass Fiberglass Door, 12'-0"x 6-8"and 12'-O" x 8'-0", Inswing and
Outswing
!!! Limits of Use Certification Agency Certificate
j Approved for use in HVHZ: No FL16674 R9 C CAC NI011914,01-R7,pddf
Approved for use outside HVHZ:Yes FL16674 R9 C CAC NIO] 14-R8 odf
s Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure: N/A 03/30/2026
Other: Installation Instructions
j I FL16674 R9 II A010857A SS 2014-09-26 odf
I Verified By: Hermes F. Norero, P.E. 73778
S Created by Independent Third Party: Yes
Evaluation Reports
1 FL16674 R9 AE PER2756 SS 2014-09-26 rdf
I Created by Independent Third Party: Yes
16674.8 H Design Pro/Smooth Pro Fiberglass Double with side lite(s) (XX,O/O,XX/O XX,O)Impact Glazed
Fiberglass Door, 12'-0"x 6-8"and 12'-0'x 8'-0', Inswing and
g Outswing
Limits of Use Certification Agency Certificate'
Approved for use in HVHZ: No
FL16674 R9 C CACNI01 1 5.01-R7 p
Approved for use outside HVHZ:Yes FL16674 R9 C CAC NI011915-R8 odf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
I I Design Pressure: N/A 03/30/2026
Other: Installation Instructions
FL16674 R9 II A010858A 55 2014-09-26.[2d
Verified By: Hermes F. Norero, P.E. 73778
• j ! Created by Independent Third Party: Yes
i ,Ill Evaluation Reports
i FL16674 R9 AE PER2757 SS 20 4-09-26.pdf
Created by Independent Third Party: Yes
3
t F
i
i
3 Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
hnp:+%www.floridabuilding.org/pr/pr_app_dtl.asps?param=wGEVXQwtDgsHepng4%2fS6e I YO813ShBDt%2bdE1Hig0%2bn I JwhXcsRIMIQ%3d%3d[9/12/2018 4:06:28 PM]
NOTICE OF PRODUCT CERTIFICATION
e apo Accjgj 0
" � ` ''• CERTIFICATION NO: NI011917.01-R7
N a DATE: 03/25/2014
a � CERTIFICATION PROGRAM: Structural
COMPANY: JELD-WEN
CODE: 1822-1
pR° �� REVISION DATE: 02/01/2018
To verify that the"Notice of Product Certification"is valid,please visit wt„,,A-.NAi\,IlCertification.com to assure that the
product is active and currently listed.This certification represents product conformity to the applicable specification and
that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim
certification status. Please review and advise NAMI if an corrections are required to this document.
COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION
JELD-WEN JELD-WEN"Design Pro/Smooth Pro Impact
3737 Lakeport Boulevard Approved/Studio' Fiberglass Glazed
Klamath Falls, OR 97601 In-Swing or Out-Swing Side-Hinged Doors
Configuration:XX
Glazing:IG-1/8”Tempered Glass/Laminate-1/8"Annealed
Glass/0.090"Solutia PVB Interlayer/1/8"Annealed Glass
IS Frame: W-1879mm(74.00") H-2487mm(97.93")
OS Frame: W-1879mm(74.00") H-2470mm(97.25")
Panel: W-908mm(35.75") H-2419mm(95.25")
DLO: W-606mm(23.87") H-1995mm(78.56")
SPECIFICATION PRODUCT RATING
ASTM E283-04/E330-02 Design Pressure: +50/-50 psf
TAS 202-94 Wind Zone 3 -Missile Level D
ASTM E1886-05/E1996-06 Qualifies Configurations:XX
AAMA 1304-02
Product Tested By: National Certified Testing Laboratories
Report No: NCTL-210-3918-01/NCTL-210-3924-02/SJW2013-234/SJW2013-235/SJW2013-
251/SJW2013-252/SJW2013-253/NCTL-210-3924-01/NCTL-210-3925-03/SJW2014-
03 2/NCTL-210-3930-01/NCTL-210-3930-02/SJW 2014-069/SJW 2014-079/W-1669/W-
1705/W-1783/W-1799
Expiration Date: March 30, 2026
Administrator's Signature:
NATIONAL ACCREDITATION AND
MANAGEMENT INSTITUTE, INC.
4794 George Washington Memorial Highway
Hayes,VA 23072
Tel: (804) 684-5124
Fax: (804)684-5122
NOTICE OF PRODUCT CERTIFICATION
���GERTIJ`jCgT A t....
ACCgF�JT
�? , , • r CERTIFICATION NO: NI011917-118
1Vf�M 1 DATE: 03/25/2014
CERTIFICATION PROGRAM: Structural
COMPANY: JELD-WEN
FstENIf
;' CODE: 1822-1
p
REVISION DATE: 02/01/2018
To verify that the"Notice of Product Certification"is valid,please visit wtvw.NAIVIICerti fication.com to assure that the
product is active and currently listed.This certification represents product conformity to the applicable specification and
that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim
certification status. Please review and advise NAMI if any corrections are required to this document.
COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION
JELD-WEN JELD-WEN"Design Pro/Smooth Pro Impact
3737 Lakeport Boulevard Approved/Studio" Fiberglass Glazed
Klamath Falls, OR 97601 In-Swing or Out-Swing Side-Hinged Doors
Configuration:XX
Glazing:IG-1/8"Tempered Glass/Laminate-1/8"Annealed
Glass/0.090"Solutia PVB Interlayer/1/8"Annealed Glass
1S Frame: W-1879mm(74.00") H-2081mm(81.93")
OS Frame: W-1879mm(74.00") H-2081mm(81.25")
Panel: W-908mm(35.75") H-2012mm(79.25")
DLO: W-606mm(23.87") H-1587mm(62.50")
SPECIFICATION PRODUCT RATING
ASTM E283-04/E330-02 Design Pressure: +50/-50 psf
TAS 202-94 Wind Zone 3 -Missile Level D
ASTM E1886-05/E1996-06 Qualifies Configurations:XX
AAMA 1304-02
Product Tested By: National Certified Testing Laboratories
Report No: NCTL-210-3918-01/NCTL-210-3924-02/SJW2013-234/SJW2013-235/SJW2013-
251/SJW2013-252/SJW2013-253/NCTL-210-3924-01/NCTL-210-3925-03/SJW2014-
032/NCTL-210-3930-01/NCTL-210-3930-02/SJW2014-069/SJW2014-079/SJW2013-
23 8/W-1669/W-1705/W-178 3/W-1799
Expiration Date: March 30, 2026
Administrator's Signature:
NATIONAL ACCREDITATION AND
MANAGEMENT INSTITUTE, INC.
4794 George Washington Memorial Highway
Hayes,VA 23072
Tel: (804)684-5124
Fax: (804) 684-5122
74"MAX.O.A.WIDTH PREPARED BY:
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WINDOWS R DOORS G onNlnocna.n FTmT
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FAX 19541744A738
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DESIGN PRO/SMOOTH PRO FULL LITE G °a
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IMPACT APPROVED z 6 INACTIVE ACTIVE ° LU
Z o o z
FOR USE OUTSIDE THE HIGH VELOCITY HURRICANE ZONE(HVHZ) 3 0 =a o oWLD z o
oc
~Oa Ln LU m�aLL
GENERAL NOTES: O¢ ZZ m g
1.-
Q W
C7
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT G Q p
NINTERNATIONAL BUILDING CODE(IBC),INTERNATIONAL RESIDENTIAL CODE(IRC),AND FLORIDA BUILDING CODE Z Z;;
C),EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: ° ° ° 2 � Q W°
• ASTM E283-04 TYP.ELEVATION 1 U3 `
• ASTME330-02 1 G'-A'1100AHEIGHT h w �.
• ASTM E1886-05
• ASTM E1996-06 WID U = �#
• Ln
AAMA 1304-02 a t } Ul
• TAS 202-94 5 a F K
CL
2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE 1=
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF 2 REMARKS By'l DATE
INSTALLATION.
3 kdd Multi-Point Lock&Radius Lt GL 06/23/14
G
3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FORL Add TAS 202-94 Standard SM 09/22/14
A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED = s z
HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS - -
DOCUMENT. — w
w Au2"A OTIxEPXDDUCEDPunlAN uxoxs.we
O, ANO SIIAII.N01 PF A[DxODUC[D IN W IIUIFOx PAxt
4. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT ^ INACTIVE O ACTIVE os O Wn."''-nFncuNSEN1DFtluxDINGPxDP:INc
RESISTANCE FOR WIND ZONE 3 OR LESS. L�O1 o aElExarrons.aDDlllDns, nI1nG.ox DlilEx
Z U•'LL 11
"KIN TOTHIS DOCU LnTTBFNOTD[NMITRDAIIP
Z Z w RIAi
S. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS.SEE SHEET 6 FOR GLAZING DETAILS. 3? O x a \\�OeS F.A/0
0�0 3 � `\\ 7• I�
6. FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BLINDS BETWEEN ((j
GLASS,DECORATIVE,EXTERNAL WROUGHT IRON AND RADIUS(SHAPED)LITES.. s :•\r••• �;�0
7. NOTE: AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE(WTP)OF 9.0 PSF.REMAINING * � 7
SILLS NOT RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT PRODUCT
MEETS THIS REQUIREMENT, PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY 7r '73;••/ // T 44,
OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH LENGTH=OH HEIGHT IS 1.0 OT•;EY( P;X47
X21 TYP.ELEVATION 2a a a pi�I Sx/AfW�LP�E \\\
UaA[.o&�3iMil�uiaY1` tl
8'-0•DOOP HEIGHT D.WIAX Ipa
FBPf clxl,OF AUMUx11AlION NU.3951tl
TABLE OF CONTENTS NOTE: igit'lly signed by Hermes F.Norero,P.E.
INACTIVE AND ACTIVE DOOR PANEL eason:I amapproving
this document
SHEET REVISION SHEET DESCRIPTION
ORIENTATION IS INTERCHANGEABLE, ate:2014.09.26 15:37:02-04'00'
1 B TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES
DATE: 02.05,14
2 A TYPICAL ANCHOR LAYOUTS AND NOTES MAX.OVERALL DESIGN PRESSURE(PSF)
DWG
3 NOMINALSIZE MISSILE . Y:
A OPTIONAL 2X BUCK ANCHORING DETAILS
CONFIGURATION INSWING OUTSWING IMPACT GL�TJM CHK.SS MSS MSS
4 A VERTICAL ASSEMBLIES WIDTH HEIGHT RATING
I POS. NEG. POS. NEG. SCALE: NTS
5 A HORIZONTAL ASSEMBLIES
XX 6'-0" G-8" 50• 50 SO' 50 LMI&SMI DWG.ff:A010854A
6 A GLAZING DETAILS XX IUS 50• 50 50• S0 LMI&SMI SHEET: OFT
—
7 A WOOD SUBSTRATES
XX 6'-0" 8'-0" 50• 50 50• 50 LMI&SMI
8 A CONCRETE SUBSTRATES *SEE GENERAL NOTE 7,SHEET 1,FOR WATER INFILTRATION APPROVED SILLS.
9 A COMPONENTS&BILL OF MATERIALS
INSTALLATION NOTES:
PREPARED BY:
1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN,
i�
2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE BUILDING DROPS,INC.
SHIM STACK TO BE 1/4 INCH.SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S)SHALL BE s9x E.D—A 9EAGI 8t 1c.11E sax
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. SEE TABLE 74"MAX.O.A.WIDTH DAwA BE-1.111-
FOR QTY. Ple.l9s41x",.x4Tx
3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO 1,-(954)744.9738
STUCCO,FOAM,BRICK VENEER,AND SIDING. 3„T,P 1 1/2 TYP._ 3��TYP. weB.,.,.w.nU!mNNdww.co"
4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL IF. 11 . .. .. 1 .1—
!4+
OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHORG2 G2
MANUFACTURER'S INSTALLATION INSTRUCTIONS. n: -+ O m N
z 0 d
S. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR O 0 m
JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE 7.1-
a j Z a LL
SHELL OF BLOCK. a O acL
a x
6. FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK iD ,ci O"L. m g
CONCRETE/MASONRY CONSTRUCTION. = Q� I� �m O O
r ! a :5i U >-
7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THEi7 m a p I p a _G7
FOLLOWING PROPERTIES: y�y
A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. N Z< z I '' z Q Z.
B. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. l-3 p
C.GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH O?x II U
OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 E I '1 I W Z �-
PSI. Q
D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH ?� j Q R"!�
OF 2000 PSI. )�k�
Udlu
8. SEE SHEETS 7 AND 8 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR TIVE I= >_
LOCATIONS,EDGE DISTANCES,EMBEDMENTS,AND SHIM SPACING.
REMARKS BY DATE
9. OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. A2 3"TYP.—H+ A2 kdd Multi-Point Lock&Radius Lt.GL 06/23/14
D2 3"TYP.--U— D2
ANCHORTABLE ANCHOR LAYOUT
Z 6'B•01311W DOOR HEIGHT
6'8"DOORS 8'0"DOORS cuMCNrn lxc rxu"xlro Nunwx�Oxun
NO51Nll NOI nF ACPPODU<[D IN WIIOLC OR DAPI
EN COxSEnI Oi tluIt01NG DNOPS.INC.
ANCHOR MIN. MIN.EDGE k OF #OF
SPACING AT SPACING AT a No
iilAiuocum' nNNG,DROHRR
nOrvcvnunEDnNn
ANCHOR TYPE SUBSTRATE MA%.O.C. MAX.O.C. IxvA
SIZE EMBEDMENT DISTANCE ANCHORSAT ANCHORSAT i
JAMBS HEAD/SILL JAMBS HEAD/SILL `�� ��S F. 0,4,
CLUSTERS CLUSTERS `�Q- .........
2X WOOD BUCK -/ '
WOOD SCREW k10 1-1/2" 3/4" 17-1/2" 4 1714" 4
C� 7
OR FRAMING NOTE:
INACTIVE AND ACTIVE DOOR PANEL =7F 7 7t
ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 2-1/2" 17-1/2" 4 17-1/4" 4 ORIENTATION IS INTERCHANGEABLE.
1-3/8"_CONC. i O '• DP;:',�4u
ELCO ULTRACON 1/4" CONCRETE/CMU 1-1/4"-CMU 1" 17-1/2" 4 17-1/4" 4 �i�Tr,<s 6z
ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 1" 11-5/8" 8 14-3/8" 6
DANK NV.OLfI IRMn
Hi"ClRE.OF AUIHURI(A31UN NU.]95)0
2-112x3"PFH B2
SCREW C2
1-STRIKE PLATE E2
HOPPE#1965040 2.18 X 3"PFH F2
_ NOTE: SCREW 1-STRIKE PLATE 1-TOP ASTRAGAL 1-STRIKE PLATE
INSERT PLUG - ---- - HOPPE#2098945 STRIKE PLATE HOPPE 11965040 DATE: 02..05.14
_ INTO BED OF SILICONE
TYP, 2-18X3"PFH DWG. Y: CHK. Y:
•ono. DETAIL F2 SCREWS
DETAIL C2 ASTRAGAL - ,,/ DETAIL 12 G L,TJ M SS%MSS
TYP.ASTRAGAL .oc. MULTI-POINT DETAIL H2 TYP.TOP ASTRAGAL/ SCALE: NTS
INSERT PLUG WITH STRIKE LOCATION TYP.TOP ASTRAGAL i' MULTI-POINT STRIKE
DETAIL B21-BOTTOM SHOOT 2-19 x 2 1/2"PFH MULTI-POINT ONLY STRIKE PLATEIZ2 LOCATION DWG.R:A010854A
ASTRAGAL ONLY INSERT PLUG BOLT INSERT PLUG PFH SCREWS STRIKE LOCATION LOCATION
W/STD.REINFORCEMENT PLATE (INSTALL IN SILICONE BED (INSWING ONLY) DETAIL EZ I-ASTRAGAL ONLY 4-#9 X 21/2"PFH
- 2-#9 K 21/2"PFH SHEET: OF 9
UNDER REINFORCEMENT PLATE) ASTRAGAL ONLY STRIKE STRIKE PLATE PFH SCREWS SCREWS
INSWING SILL SECTION VIEW PLATE FROM �OUTSWING SILL SECTION VIEW HEAD SECTION VIEW 2
\% SEEDETAll B20R.ABOVE HARDWARE KIT SFE DETAIL F20R Q ABOVE 2 INSWING SHOWN 0-1,16 SIMILAR
PREPARED BY:
BUILDING DROPS,INC.
_ i9x f.Dn DEACII PI.vD,St E.:i IIS
DANMIA DrnCll.FL 3M
PH:IN541l—M
EA%IDSRI>M1M1:tT38
4 1/2"TYP. 4 1/2"TYP. F- wca..,.w.b"ueoReloP,.wm
1 1/2"OFFSET TYP.
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REMARKS BV DATE
VANCHOR LAYOUT ddMultiPointLock&Radius L[ GL 06/23/14
LAL I%BU(%IN CONCRETE/MASONRY
Do
ND=.I BEREPRODUC(0IN WIIOIL Ox PAR'UC
NIxOUI wRll'IN CUNSLrvI 0 ,wC,
IW
ALIIULUDNS.ILICUONS•IIIGn4GL'ING.0B"GIG
auR%INGS'O i1Rf DOCU fCf/.g[ND'CFRM1IIirtD aNO
11/4"MIN.EMBED TYP. ``��S F.
o N
•�
SEE TABLE 2X BUCK ANCHOR TABLE 7 :C)
w o
CJ p'ti•O 6'8"DOORS 8'0"DOORS -O T T
ANCHOR MIN. MIN.EDGE MIN.CENTER / P,,• JCI �
ANCHOR TYPE SUBSTRATE DIST.TO TO CENTER •, ( Q
SIZE EMBEDMENT MAX.O.C. MAX.O.C. T ��
N - SUBSTRATE DISTANCE �` ....
SPACING Ai SPACING AT
R JAMBS JAMBS i �O��S��`
2X WOOD BUCK 2X WOOD BUCK INSTALL. P.
ANCHOR PER BUCK ANCHOR TABLE rix L.uA 11 �gyJ11,�IE�nax
ITW TAPCON 1/4" CONCRETE/CMU 1-1/4" 2-1/2" 4" 25" 30-1/4" wwwNEac" canoe
fart cfxl.of aulnaalunox no.xDva
ELCO ULTRACON 1/4" CONCRETE/CMU 1-3/8"-CONC. 1" 4" 25" 30-1/4"
�3]2X WOOD BUCK INSTALL. �2X WOOD BUCK INSTALLWOOD BUCK INSTALL. 1-1/4"-CMU
t cxOss SEMON 3 sIDE VIlw
DATE: 02.05.14
NOTES: DWG/
M Y: CHK. Y:
1. 2X BUCK 15 NOT FOR INSTALLATION AT SILL.THRESHOLD SHALL BE FASTENED GLTJSS�MSSn'Tc
IN ACCORDANCE WITH ANCHOR LOCATIONS SHOWN ON SHEET 2. SCALE: NTS �I
2. ANCHORS MAYBE STAGGERED AS SHOWN IN DETAIL 4/3. DWG.It:A010854A
SHEET: OF 9
3
PREPARED BY:
BUILDING DROPS,INC.
l9fl 1.111—NEAGH III ."I:I I9
OANA KACH.it 3300,.
PHI-1391.4478
Fn%:1954]]Af.f]38
wEG.www.bvidn¢dlucs.wl
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INTERIOR EXTERIOR EXTERIOR /. INTERIOR q co n¢a LL
4 / IELI
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1 OPERABLE HEAD 3 OPERABLE SILL j
OUTSWING SHOWN-INSWING SIMILAR 4 INSWING ti
ENDURA ZAIL456SF
F
REMARKS BY DATE �.
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MV=O,B lxlcp000CE01N WIIOIE Ofl I Aft NC
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AIIENAl10Np,A001110rv1,nIGHLIGHIING.ON OIIIEfl
mnn%INrslonusoocur I�I�.Jxo rmne
$ 8 S F.
INTERIOR EXTERIOR 7 INTERIOR EXTERIOR '�`,r�e.''•\••• •• �� 'i
�
0'••
o DP `
OPERABLE SILL OPERABLE SILL ato �MI;;zr?H
4 OUTSWING 4 OUTSWING nreaxI or nuinoxlmiwN Nu.risre
AFCO 1-2297 OPTIONAL AFCO H-497
DATE: 02.05.14
DWG. Y: CHK. Y:
GL/TJM ! MSS
SCALE: NTS
DWG.a:A010854A
SHEET: OF9
4
PREPARED BY:
HINGESCHEDULE
DOOR HEIGHT QUANTITY HINGE DETAIL AT IAMB:
PLACE$19 X 2-1/2"PFH SCREW NEXTTO WEATHERSTRIP
6'4" 3 4.'
BUILDING DROPS,INC.
4 \ \ 39A E.DANIA BEACH BI.vD.SIE 338
DANIA BEACH,FL 33 4
PH IB5+1sE 78
FAX:
10541744.3138
1 NCB:rww.b"idinldwps.wnl
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A5 2 INTERIOR 8 \ / C,m
°ted
� C)LU a��=
INTERIOR \ / C> En W LL•'
ap F J�v�
I 1-#9 X 2-1/2"PHILLIPS
FLATHEAD WOOD SCREW C)
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3-k9 X 3/4"PHILLIPS Q co
EXTERIOR FLATHEAD WOOD SCREW O� N
EXTERIOfl
0
4-49 PHILLIPS FLATHEAD WOOD SCREW
14 USE 3/4"LENGTH FOR 6'-8"DOORS 0 W y
USE 1"LENGTH FOR 8'-0"DOORS 0
1 MEETING STILE HINGE JAMB w
5 OUTSWING SHOWN-INSWING SIMILAR 5 OUTSWING SHOWN-INSWING SIMILAR Li;
F I
REMARKS BY1 DATE
dd Multi-Point Lock&Radius Lt GL 04/23/14
vUI BUItUM UNUP,INC
AND SIML Not BE 4CYP0-15IN WHOLE DBN 1
UNUM.IVC.
AlIEN4,IONS.40UIIIONS�IIiGHLIGHIIN
NUNNINGS,u';a5o«D N-ENA.ITTEDAII,EDAND
4-#8 X 13/8"PFH ``\ S F.•ry0�%�''
1-REINFORCEMENT PLATE
$ HOPPE H2512296 ��/•••• ••'PO
�T�i i
F 'w
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I �F AVINUNINIIUN NU.'t'JS)8
/ �HOPPE MULTI—POINT LOCK
3-#8 X 2"PFH 13-N8 X 13/8"PFH 5 TOP REINFORCEMENT PLATE-ACTIVE PANEL ONLY DATE: 02.05.14
1-MULTI-PT LOCK STRIKE PLATE / (6-8 UNITS) DWG. Y: CHK. Y:
15-H8X 13/8"PFH GL/TJM I SSMSS
DETAIL AS (8-0 UNITS)
HOPPE MULTI-PT LOCK COMES WITH HARDWARE SCALE: NTS
FASTENING DWG'Ir:A010854A
SHEET: OF 9
5
PREPARED BY:
BUILDING DROPS,INC.
3VN f..nA BF.ACII 8130..53 i.itfl
OA.l
A BSA 11,1133004 '
Px'1954"3478
F-195417 4A738
WTO.xww.bui!ding4ropiconl
ti
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1'MAX. 1/2"AIRSPACE
L_ w
OcW J a�°a92
cc COw LL r
INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR E1(TERIOR INTERIOR EXTERIOR = 2 J it x
1/8"ANNEALED GLASS 1/8"ANNEALED GLASS 1/8"ANNEALED GLASS -1/8" O~ N
ANNEALED GLASS
z m 0.090"SOLUTIA PVB INTERLAYER z m 0.090"SOLUTIA PVB INTERLAYER i m 0.090"SOLUTIA PVB INTERLAYER 0.090"SGP INTERLAYER O Ln "n'Y
f+, 1/8"TEMPERED GLASS 1/8"TEMPERED GLASS ,n 1/8"TEMPERED GLASS z BY DUPONT U Q
N1/8"TEMPERED GLASS 4Q J L7
DOW 995 SILICONE m DOW 995 SILICONE 4 z N Z+
DOW 995 SILICONE DOW 995 SILICONEI Q g W e
W Cr
18 18 19 20 =
a=
REDI-SEAL RED]-SEAL
DOW 995 SILICONE
16'-8" GLAZING DETAIL r2- 8'-0" GLAZING DETAIL FLUSH GLAZE DETAIL r4-� GLAZING DETAIL p
6 20 1/2"MAX.D.L.O.WIDTH 6 201/2"MAX.D.L.O.WIDTH 6 23 7/8"MAX.D.L.O.WIDTH6 FOR OVAL,SUNBURST,AND ROUND TOPS REMARKS BY DATE
621/2"MAX.D.L.O.HEIGHT 781/2"MAX.D.L.O.HEIGHT 78 7/8"MAX.D.L.O.HEIGHT IN 6'8"UNITS AT DP+/-50 PSF ONLY Add Multi-Point Lock&Radius Lt GL 06/23/14
INIiU Lu.—N 51 xFPNUP-UI Iry
At.
51U11 Nnf nF XIFPOOUCtO IN\Vllfll[nA PAXt
ALISIMIUN5.A001110M,118uH iI 1111NG,OX Si nB
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X3.01 AUIHUNIUNUN
DATE: 02.05.14
DWG. Y: I CHK. Y:
GL TJM SS%MSS
SCALE: NTS
DWG.it:A010854A
NOTE: SHEET: OF 9
FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BLINDS
BETWEEN GLASS,DECORATIVE,EXTERNAL WROUGHT IRON
AND RADIUS(SHAPED)LITES ARE APPROVED IN ALL GLAZING Vh
DETAILS SHOWN ABOVE.
' PREPARED BY:
n -
BUILDING DROPS,INC.
J9ft[.DANIA REA 'LVD,51[]tfl
OANIA DEACHII,it 31M4
PH:(951399Y]7a
iat195117]a.1738
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2X WOOD BUCK = a s LL
O 4 < m<
= SILICONE WOODANCHOR U m "'x
H w SEE TABLE ON SHEET 2
ED EI DIST. z "' //� WOOD ANCHOR O\a
SEE TABLE SHEET WF_ SEE TABLE ON SHEET 2 — - 1 r O Z-
0-
wO W
w w 2X WOOD BUCK / z¢ O
F-
�w / E> Wy
2X WOOD BUCK w
0.25" .
c — Mme' EDGMEINDIST. ~
WOODANCHOR SHIM SEETABLESHEET2 REMARKS BY1 DATE
SEE TABLE ON SHEET 2 MIN.EMBED. kdd Multi-Point Lock&Radius Lt GL06/23/14
SEE TABLE SHEET 2
HEAD (TYPICAL) JAMB (TYPICAL) 33 OPERABLE SILL
7 OUTSWING SHOWN-INSWING SIMILAR 7 OUTSWING SHOWN-INSWING SIMILAR 7 INSWING sooNIENIIv �•elro nm.Nn uxow
ENDURAZAIL4565F IxANustlwu OPDBFxEx[PRODIxuxm
ICED Ix\VxOIE OR PARtx
WH'IoulNCUN-1
WOODANCHOR WOODANCHOR AP.o L.11 ADDITIONS, OF BIUD6pI PI OR Al
SEE TABLE ON SHEETLPpINm7oi�s DocuiJNar P[asnrrm nn
SEE TABLE ON SHEET 2
♦.�`�-S F./.0
SILICONE r SILICONE `♦♦�e' CC,pO
w W w 2X WOOD BUCK
2X WOOD BUCK �N ��i O��••••(.. .OP••\
G
S(Sx�IEJfNAL9r,E?���♦♦
MIN. MIN. ria E.undi.�111i111LLi -A
-A&AC X Il.i3M
EDGE DIST. EDGE DIST. Pi axl.or Amnu Iuuun No.pvsn
SEE TABLE SHEET 2 SEE TABLE SHEET 2
4OPERABLE SILL OPERABLE SILL
7 OUTSWING ` 7 J HIGH BUMP OUTSWING DATE: 02.05.14
AFCO J-2297 AFCO H-497
DWG. Y: CHK. Y:
GLrTJM SS%MSS
SCALE: NTS
DWG.Jr:A010854A
E>OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SHEET: OF 9
SECTION OF HEAD OR JAMB AS LONG AS MINIMUM
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. 7
PREPARED BY:
BUILDING DROPS,INC.
3D8 f.DANK REACH AI.VD,Slf.]IN
DANIA AEACN,f l]]M•I
PM'ID5413-78
F-054)744,1738
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MIN. n 1X WOOD BUCK p a Ln "'a LL
EDGE DIST. w (OPTIONAL) O m m x
SEE TABLE SHEET 2 N N SILICONE CONCRETE ANCHOR
.o w SEE TABLE ON SHEET 2 H� to
CONCRETE ANCHOR p a F �J�,
w SEE TABLE ON SHEET 2 ,., a ELI ^c
G
U WW�jc
w J CONCRETE/ ,xil W Z Y""
MASONRY % 4 C) �=
z¢ I BY OTHERS U
a
1X WOOD BUCKA
(OPTIONAL)
F-
ry 0.25" MIN.
o 2 u, I —F}—MAX. MASONRYCONCRETE/ EDGE DIST. REMARKS BY DATE
CONCRETE ANCHOR _n• SHIM BY OTHERS SEE TABLE SHEET dd Multi-Point Lock&Radios Lt GL 06/23/14
SEETABLE ON SHEET 2 CONCRETE/MASONRY BY OTHERS
MIN.EMBED.
SEE TABLE SHEET 2
HEAD (TYPICAL) JAMB (TYPICAL) OPERABLE SILL
OUTSWING SHOWN-INSWING SIMILAR 8 OUTSWING SHOWN-INSWING SIMILAR $ INSWING ANu i�uiiHm niENFrawix vl oiioe vwir`
ENDURA ZAIL4565F orAis;norniwni nic�wsniinc fo o�iiiA
na[iN �R FqN MI9JNOf vFxnVRE0AN0
CONCRETE ANCHOR S 11FRAJ1 /''
CONCRETE ANCHOR SEE TABLE ON SHEET `` 0����'
SEE TABLE ON SHEET SILICONE �`.r i
w w SILICONE d w �• .*
ww a ° ° ww a ° ° = D T T tY
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DATE: 02.05.14
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EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.
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BILL OF MATERIALS
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9
398 East Dania Beach Blvd.
BUILDING DROPS Suite 338
//0A Dania Beach, FL 33004
A Perfect Solution in Every Drop
954.399.8478 PH
Certificate of Authorization:29578 954.744.4738 FX
contact@buildingdrops.com
Pro ct Evaluation Report
Of
JELD-WEN, inc.
Design Pro / Smooth Pro Full Lite
Impact Approved
For use outside the High Velocity Hurricane Zone (HVHZ)
for
Florida Product Approval
Report No. 2753
Current Florida Building Code
Method: 1 —A (Certification)
Category: Exterior Doors
Sub — Category: Swinging Exterior Door Assemblies
Product: Design Pro/Smoot!:Pro Full Lite
Impact Approved
For use outside the High Velocity Hurricane
Zone
Material: Fiberglass
Product Dimensions: V-0"X V-8"(Nominal)
C-0"X 8'-0"(Nominal)
Prepared For: ``����r������,,,��
JELD- EN, ine. �`�� ��S.F'.. 0 viii
3737 [.akeport Blvd. �� •''• •�'A
K a nia�th I-ails,ils, OR. 97601 � .' . O
7 ,
Prepared by: cc Z
-
Hermes F. Norero, P.E. ro _ T T u
Florida Professional Engineer#73778 T O
Date:Contents:2014 NA
Evaluation �?G``��•
Evaluation Report Pages 1 —4 'filll s
Digitally signed by Hermes F.Norero,P.E. Hermes F. Norero, P.E.
Reason:I am approving this document Florida No. 73778
Date:2014.09.26 15:48:51 -04'00'
BUILDING DROPS
r{ , Date: 09/22/2014
i
A Perfect Solution in Every Drop Report No: 2753
Certificate of Authorization:29578
Manufacturer: JELD-WEN,Inc.
Product Category: Exterior Doors
Product Sub-Category: Swinging Door Assemblies
Compliance Method: State Product Approval Method (1)(a)
Product Name: Design Pro/Smooth Pro Full Lite
Impact Approved
For use outside the High Velocity Hurricane Zone(HVHZ)
6'-0"X 6'-8" (Nominal)
6'-0"X 8'-0" (Nominal)
Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL#73778)for JELD-WEN inc.
based on Method 1a of the Florida Department of Business and Professional Regulation-Florida
Building Commission.
Hermes F. Norero, P.E.does 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 herein.
This product has been evaluated for use in locations adhering to the current International Building
Code, International Residential Code, and Florida Building Code.
See Installation Instructions A010854A,signed and sealed by Hermes F. Norero, P.E. (FL#73778)for
specific use parameters.
Limits of Use:
1. This product has been evaluated and is in compliance with the current International Building
Code(IBC), International Residential Code (IRC),and Florida Building Code(FBC),excluding
the "High Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into
substrate material shall be beyond wall dressing or stucco.
3. When used in areas requiring wind borne debris protection this product complies with
Section 1609.1.2 of the current Florida Building Code and does not require an impact
resistant covering for Wind Zone 3 or less.
4. Site conditions that deviate from the details of drawing A010854A require further
engineering analysis by a licensed engineer or registered architect.
5. See Installation Instructions A010854A for size and design pressure limitations.
Hermes F. Norero,P.E.
Florida No. 73778
Page 2 of 4
na' BUILDING DROPS
°/` A Perfect Solution in Every Drop Date: 09/22/2014
Certificate of Authorization:29578 Report No: 2753
Quality Assurance Entity: The manufacturer has demonstrated compliance of products in accordance with the
Florida Building Code for manufacturing under a quality assurance program audited
by an approved quality assurance entity through National Accreditation&
Management Institute (FBC Organization#QUA1789).
Performance Standards: The product described herein has been tested per:
• ASTM E283-04
• ASTM E330-02
• ASTM E1886-05
• ASTM E1996-06
• AAMA 1304-02
• TAS 202-94
Referenced Data:
1. Product Testing performed by National Certified Testing Laboratories
(FBC Organization# TST1589)
Report# Report Date:
NCTL-210-3918-01 10/04/13
NCTL-210-3924-02 12/18/13
SJ W 2013-234 12/09/13
SJW2013-235 11/26/13
SJW2013-251 12/23/13
SJW2013-252 12/23/13
SJW2013-253 12/23/13
NCTL-210-3924-01 12/18/13
NCTL-210-3925-03 02/07/14
SJ W 2014-032 04/22/14
NCTL-210-3930-01 02/24/14
NCTL-210-3930-02 03/10/14
SJ W 2014-069 07/07/14
SJ W 2014-079 07/07/14
2. Quality Assurance Entity
National Accreditation&Management Institute
(FBC Organization#QUA1789)
Hermes F. Norero, P.E.
Florida No. 73778
Page 3 of 4
BUILDING DROPS
A Perfect Solution in Every Drop Date: 09/22/2014
Report No: 2753
Certificate of Authorization:29578
Installation: 1. Approved anchor types and substrates are as follows:
Through Frame Installation:
A. For two by(2X)wood buck substrate(Min.S.G. =0.55), use#10 Wood Screw type
installation anchors of sufficient length to achieve a minimum embedment of 1.50"into
the wood substrate.
B. For concrete (Min.f'c=3000 psi) or masonry (Conforms to ASTM C90) substrate where
one by(1X), non-structural,wood bucking is employed, use 3/16"diameter ITW Tapcon
or%"Elco Ultracon type concrete screw anchors of sufficient length to achieve minimum
embedment of 1.25"into concrete or masonry.
C. For concrete (Min.f'c=3000 psi) or masonry(Conforms to ASTM C90) substrate where
wood bucking is NOT employed, use 3/16"diameter ITW Tapcon or%" Elco Ultracon
type concrete screw anchors of sufficient length to achieve minimum embedment of
1.25" into concrete or masonry.
Refer to Installation Instructions(A010854A)for anchor spacing and more details of the installation
requirements.
Design Pressure:
MAX,OVERALL DESIGN PRESSURE(PSF)
NOMINAL SIZE MISSILE
CONFIGURATION INSWING OUTSWING IMPACT
WIDTH HEIGHT RATING
I IN POS. NEG, POS, NEG.
XX 6`-0" 6'-8" 50* 50 50* 50 LIVII &SMI
XX 6' 0" 8_q` 50" 50 S0* SO LMI&SMI
Hermes F. Norero, P.E.
Florida No. 73778
Page 4 of 4