HomeMy WebLinkAboutProduct Approval 01/09/2018-12:07pm internl V:\Projects\_Master Plan Sheet Store\Windows-Doors-Shutters\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
ENCLOSED STRUCTURE,FLAT TERRAIN MRH=MEAN ROOF HEIGHT
INTERIOR ZONE
�4 PRESSURES 1 EXTERIOR ZONES PRESSURES (SEE BELOW)
INSTRUCTIONS FOR TABLE USE:
Mean DESIGN PRESSURES(PSF)-ZONE 4 _ Mean DESIGN PRESSURES(PSF)-ZO E 5 4 1. IDENTIFY THE ZONE OF THE OPENING A5 HJ. IOR-(ZONE 4)OR EXTERIOR(ZONE 5)PER THE
2 Roof Tr' utary Area(Sq F rte' RQOf Tributary Area(Sq Ft) 3 URE BELOW LEFT OR INFOR IBJ PROVSDED T OIJyB:: THERS.
IyPJ 1.1. ANY QUESTIONABL OPE IM - TO B SIERE�D THE MORE CRITICAL(EXTERIOR)ZONE
Hei ht 10 20 30 40 1r5, Ayelght 10 20 30 40 50 5• T "� /
2.IDENTIFY THE BUILDING MEA �EiG�nMO
�I_HT FROM THE LOWEST GROUND ELEVATION.IF
41. -39.3 -38.3 37. 31. ' / 50.6 47.2 45.2 43.8 42.7 MEAN ROOF HEIGHT CANNt)T$BTHS PEAK(HIGHEST)ROOF HEIGHT.
15ft15 ft 2.1. ALWAYS ROUND UP;ROO13LE VALUE.
+37.8 +36. +35.1 +34. 33.$ +37.8 +36.1 +35.1 +34.4 +33.8 2. VALID FOR ALL ROOF SL`-O � EE AN ENGINEER FOR REDUCTIONS.
-42.6 -40.8 -39.8 -39.1 38. 4 -52.6 -49.0 -47.0 -45.5 -44.4 3.CALCULATE THE TRIBUTARI ARE E OPE NG IWQU tTION AS THE GREATER OF(HEIGHT
18 ft 18 ft 9TH)OR THE SPAN LENGTH(HEIG-Hq)SAN �E_ VE WIDTH OF 1/3 THE HEIGHT(HEIGHT a/3).
+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 STRUCTURAPOPENINGS ONLY-THIS INCLUDES AREAS BETWEEN
STRUCTURAL MULLS,COLUMNS,ETC.
20 ft -43.6 -41.7 -40.7 -39.9 -39.4 20 ft -53.8 -50.1 -48.0 -46.5 -45.4 3.2. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED,THE SMALLEST
+40.2 +38.3 +37.3 +36.5 +36.0 +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.
25 ft
4�READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY
+42.1 +40.2 +39.1 +38.3 +37.7 25 ft +42.1 +40.2 +39.1 +38.3 +37.7 IN ACCORDANCE WITH CODE.
S. FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A FACTOR OF
30 ft -47.4 -45.5 -44.3 -43.5 -42.9 30 ft -58.6 -54.6 -52.3 -50.7 -49,4 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE.
+43.7 +41.8 +40.6 +39.8 +39.2 +43.7 1 +41.8 +40.6 9:8- +39:_2 ENERAL NOTES:
-49.0 -47.0 -45.8 -44.9 -44.3 60.5 -56.4 -54.0 K274- 1 TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN METHODOLOGY"PER ASCE 7-10
'-^�I S CTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE CRITERIA AS OUTLINED HEREIN.
35 ft +45.2 +43.1 +42.0 +41.1 +40.5 35 ft +45.2 +43.1 +42.0 40.5 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 -55.6 3.8 52.5 X2.1. ASCE 7-10 RISK CATEGORY IS INDEPENDENT OF THIS RATING.FIND CATEGORY TO MATCH OR BE LESS
40 ft +46.5 +44.4 +43.1 +42.3 +41.6 40 ft +46.5 +44.4 +43.1 42 Lj�,(j �HAN THE RATED LIMITING WIND VELOCITY ABOVE.
_ _ TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY.NO HILLS SHALL BE NEARBY AREA.
-51.7 49.5 -48.3 -47.4 -46.7 -63.8 -59.5 -57.0 -55.2 V-.-i3.8 4.INTERNAL PRESSURE COEFFICIENT(GCpi=+/-0.18)FOR USE WITH AN ENCLOSED STRUCTURE ONLY.
45 ft 45 ft5.VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH LOCAL BUILDING DEPARTMENT.
+47.6 1 +45.5 +44.2 1 +43.3 1 +42.6 +47.6 +45.5 +44.2 +43.3 1 +42.6 HVHZ=HIGH VELOCITY HURRICANE ZONE.
6.TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY.
50 ft
50 ft -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.
+4$.7 +46.5 +45.2 +44.3 +43.6 +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 55 ft TABLES AND CORRESPONDING WIND VELOCITY,EXPOSURE,&OTHER COEFFICIENTS LISTED HEREIN SHALL BE
+49.7 +47.4 +46.1 +45.2 +44.5 +49.7 +47.4 +46.1 +45.2 +44.5 DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER.NO WARRANTY FOR
� APPLICABILITY OF THE USE OF THESE TABLES IS OFF_ ED-HEREIN.
60 ft 54,9 52.6 51.3 50.3- 49.6 67.8 63.2 60.5 58.6 57.2 10. THIS SPECIFICATION DOES NOT����OF�ER-AGJPRODU- SOV D CERTIFICATION. REFER TO ANY SEPARATELY
+50.6 +48.3 +47.0 +46.0 t4;_,_, - �t +50.6 +48.3 +47.0 +46.0 +45.3 SUBMITTED TEST CRITERIA AND OTHER PRQVA1LS`FOR E_SIGN, NSTALLATION INFORMATION AND APPLICABILITY
OF THESE TABLE VALUES WHICH IS TOB VEl,2I I }�if�i7'ERS VACCORDANCE WITH GOVERNING CODES.
11. ADHERE TO ALL LOCAL IMPACT Rd E -10�S.YSTE gqD�NANCES.
12. NO CERTIFICATION IS OFFERED,O�t T NEGRITYF,1`HE HOST STRUCTURE.
13. EXCEPT AS EXPRESSLY PROVIDE l7 HER 1N N. DDI=TrI NAS ERTIFICATIONS OR AFFIRMATIONS ARE INTENDED.
INTERIOR ZONE(2D, EXTERIOR ZON /5i �R06oo�F EGHT EXPLAI �
w =oi=mgm on o`DIMENSION M>mrn OnvmrnoZ- `�ff
z
a= 10%OF LEAST HORIZONTAL DIMENSION OR 40%OF�I N ROOF PEAK ROOF z^� m C D N m Z-i n -{ T
HEIGHT,WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HEIGHT 5 0 m v O S __ 1 w m m X
HORIZONTAL DIMENSION OR 3FT.USE ZONE 5 IF AT ALL IN QUESTION. �0 D D Z 9 m D c Z.. (n z
CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF MEAN 5 ® m cn�^ p i.A.z v^'a 1 m 3
ROOF =Oz. DZm(n =
REQUIRED. f"t MEAN(-2EAVE HEIGHT r1 0 m 3Dm O"
ROOF Da ROO �� zmm _ ymwyO
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ELEVATION ISOMETRIC CORNERS 5 O A R° �^o y o T o� .� O
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`� INT ISSUE GSSN TSB 0305/12 6TH EDITION FLORIDA BUILDING CODE EIVG�fVEER�IVG o�w o m�
M 3 i REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 o i °pj o 0z
REV 2014 FBC DGM TSB 06/10!15 1 EXPRESS° z I-\- a
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Y FLB UPDATES,2017 FBC FLB 12/17 ASCE 7-10 CHAPTER 30 \ �
CORPORATE OFFICE: Z Z A 03m
z m 160 SW 12th AVENUE, SUITE 106 �� °z
DESIGN LOADS FOR COMPONENTS &CLADDING m-2 m \ z
DEERFIELD BEACH, FL 33442 0 _ a
in z MASTER PLAN SHEET m p
V O THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, P:(9S4)3S4-O650 F:(9S4)354-0443 z p d v
>< AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT CERT OF AUTH#9885 m y O
o WRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS,
1 ADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT E:HELLO@ENGINEERINGEXPRESS.COM z Z
ASCE 7- 10 ° m� ��M^/`�
Fi F w rn
W o PERMIneDAND INvauDAn OUR CERTIFICATION. ENGINEERINGEXPRESS.COM
GLAZED AREA CALCULATIONS
3302 AVE Q
SQUARE FOOTAGE TO BE REPLACED 20.00
SQUARE FOOTAGE REMAINING 131.78
TOTAL SQUARE FOOTAGE 151.78
PERCENTAGE BEING REPLACED 13.18%
TO BE REPLACED TO REMAIN
1 36 X 80 20.00 A 26 X 63 11.38
2 B 26 X 63 11.38
3 C 26 X 63 11.38
4 D 26 X 63 11.38
E 26 X 63 11.38
F 37 X 51 13.10
G 26 X 26 4.69
H 26 X 26 4.69
1 37 X 51 13.10
J 37 X 51 13.10
K 37 X 38 9.76
L 37 X 26 6.68
M 37 X 38 9.76
Flotlda Building Code Online
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BCIS Home Log In User Registration Hot TopicsSubmit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search
"a;�Product Approval
dbl00%Ar ' $°° USER:Public User
Product Aooroval Menti>Product or Aoohcation Search>Aoolication List>Application Detail
'•�4 _�€ -- FL# FL13541-R14
o' Application Type Editorial Change
1' Code Version 2017
i - t
Application Status Approved
g ? *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
I
Comments
Archived
4"
Product Manufacturer JELD-WEN
Address/Phone/Email 3737 Lakeport Blvd
i Klamath Falls, OR 97601
fbc010@j ld-wenc om
i Authorized Signature Jason Kantola
3 ; fbci@jeld-wen.com
Technical Representative JELD-WEN Corporate Customer Service
t Address/Phone/Email 3737 Lakeport Blvd.
` Klamath Falls, OR 97601
I (800) 535-3936
„ customerserviceagents@jeld-wen.com
l
:.
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Certification Mark or Listing
- Certification Agency National Accreditation &Management Institute
i .
Validated By National Accreditation&Management Institute
Referenced Standard and Year(of Standard) Standard Year
AAMA 1304 2002
3
ASTM E283 2004
ASTM E33O 2002
TAS 202 1994
Equivalence of Product Standards
s . Certified By
r
tl
4
littp://www.floridabuildiiig.org/pr/pr_app_dtl.aspz?param==%vGEVXQwtDquynOPErOHeeZaoNzG36psAMw5%2bzBiYgmVFSXzhA5olA%3d%3d[4/11/2018 5:29:50 PM]
Florida Building:Code Online
t
Product Approval Method Method 1 Option A
1 3
Date Submitted 02/01/2018
Date Validated 02/02/2018
Date Pending FBC Approval
Date Approved 02/07/2018
Summary of Products
FL# Model, Number or Name Description i
! 13541.1 'A. Design Pro/Smooth Pro/Studio Single (X)Opaque Fiberglass Door, 3'-0"x 6'-8' and 3'-0"x
Fiberglass8'-0",Inswing and Outswing
t
} Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL13541 R14 C CAC NI011906.01-R7.odf
Approved for use outside HVHZ:Yes FL13541 R14 C CAC NI0119O6-R6,pdf
Impact Resistant: No Quality Assurance Contract Expiration Date
#" Design Pressure: +50/-50 03/30/2026
Other: Installation Instructions
i
FL13541 R14 II A010831A SS 2014-09-26 pdf
Verified By: Hermes F. Norero 73778
i' Created by Independent Third Party: Yes
a
s Evaluation Reports
i 1 4 -
1 R A PER2 42 S 20 - 26. f
EL..35 14 E 7 S 14 09 pd
1# Created b Independent Third Party: Yes I Y P
i
6
13541.2 j B. Design Pro/Smooth Pro Single(X)Glazed Fiberglass Door, 3'-0"x 6'-8"and 3'-0"x
Fiberglass 8'-0", Inswing and Outswing
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: NoF 1541 R14 A N1011921.01-R6.{Ldf
Approved for use outside HVHZ:Yes FL13541 R14 C CAC N1011921-R7.pdf
k: Impact Resistant: No Quality Assurance Contract Expiration Date
t' Design Pressure: +50/-50 03/30/2026
Other: Installation Instructions
j' FL13541 R1.4 II A010832A SS 2014-09-26.tdf
Verified By: Hermes F. Norero, P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports j
r
FL13541 R14 AE P R 74 014-09 6.1df
Created by Independent Third Party: Yes
13541.3 C. Design Pro/Smooth Pro/Studio Double(XX)Opaque Fiberglass Door, 6'-0"x 6'-8"and 6'-0"x j
Fiberglass 8'-0", Inswing and Outswing
j Limits of Use Certification Agency Certificate
" Approved for use in HVHZ: No FL13541 R14 C CAC NI011907.01-R6. dfdf
Approved for use outside HVHZ:Yes FL1.3541 R14 C CAC NIO11907-R6.pdf
a Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure: +50/-50 03/30/2026
i, Other: Installation Instructions ;
i FL13541 R14 II A010833A SS 2014-09-26.pddf
- Verified By: Hermes F. Norero 73778
t j
Created b Independent Third Part : Yes
f` Y P Y
{ Reports
� Evaluation Re. P
F FL13541 R14 AE PE R2744 SS 2014-09-26.12df
Created by Independent Third Party: Yes
13541.4 D. Design Pro/Smooth Pro Double(XX)Glazed Fiberglass Door, 6'-0"x 6'-8"and 6'-0"x
Fiberglass 8'-0", Inswing and Outswing
Limits of Use Certification Agency Certificate
1 " Approved for use in HVHZ: No FL1.3541 R14 C CAC N1011908.01-R7.pdf j
# Approved for use outside HVHZ:Yes FL13541 R14 C CAC NI0119O8-R7.pdf
Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure: +50/-50 03/30/2026
Other: Installation Instructions I
g _ FL13541 R14 II A010834A SS 2014-09-26.Ddf
i
i
# Verified By: Hermes F. Norero 73778 I
Created by Independent Third Party: Yes
Evaluation Reports
'n
FL13541 R14 AE PER2745 SS 2014-09-26.udf
htip:/hvww.foridabuilding.org/pr/pr_app_dtl.asps:?param=%vGEVXQwtDquynOPErOHeeZaoNzG36psAMw5%2bzBiYgmVFSXzhASolA%3d%3d[4/I 1/2018 5:29:50 PM]
Florida Building.Code Online
_ Created by Independent Third Party: Yes
13541.5 E. Design Pro/Smooth Pro/Studio Single with side lite(s) (X,O/O,X/O,X,O) Opaque Fiberglass
.° �•, "" J Fiberglass Door, 9'-0"x 6'-8"and 9'-0"x 8'-0", Inswing and Outswing
I Limits of Use Certification Agency Certificate
Y, Approved for use in HVHZ: No FL1.3541 R14 C CAC NI011910.01-R7.12df
i Approved for use outside HVHZ:Yes FL13541 Rl CA NIO11910 7. df
i _ 4 C C R p
i'
Impactact Resistant: No
Quality Assurance Contract Expiration Date
Design Pressure: N/A 03/30/2026
Other: Installation Instructions
FL13541 R14 II A010835A SS 2014-09-26.pd
' 1 Verified By: Hermes F. Norero 73778
Created by Independent Third Party: Yes
Iy Evaluation Reports
FL13541 R14 AE PER2746 SS 2014-09-26.pdf
I + Created by Independent Third Party: Yes
1 .f ___._. _.._— _
........ ....... —.. _..........____
e
l 13541.6 F. Design Pro/Smooth Pro Single with side lite(s) (X,O/O,X/O,X,O) Glazed Fiberglass
Fiberglass Door,9'-0"x 6'-8"and 9'-0"x 8'-0", Inswing and Outswing
i
# Limits of Use Certification Agency Certificate
1 Approved for use in HVHZ: No FL13541 R14 C CAC NI011923.01-R7.odf i
Approved for use outside HVHZ:Yes FL13541 R14 C CAC NI011923-R7.rdf
i Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure: N/A 03/30/2026 e
Other: Installation Instructions
FL13541 R14 II 13541.6.odf
s= Verified By: Hermes F. Norero 73778
Created by Independent Third Party: Yes
I I Evaluation Reports i
I FL13541 R14 AE PER2747 SS 2014-09-26.pdf
Created by Independent Third Party: Yes
13541.7 G. Design Pro/Smooth Pro/Studio Double with side lite(s) (XX,O/O,XX/O,XX,O)Opaque
i Fiberglass Fiberglass Door, 12'-0"x 6-8"and 12'-0"x 8'-0", Inswing and
Outswing
}
1= i Limits of Use Certification Agency Certificate
I Approved for use in HVHZ: No F 13 41 R14 AC NIO 911 01-R7 odf
Approved for use outside HVHZ:Yes FL13541 R14 C CAC NI011 11-R7.pdf
Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure: N/A 03/30/2026
- Other: Installation Instructions
FL13541 R14 II A010837A SS 201.4-09-26.odf
4 I Verified By: Hermes F. Norero 73778
Created by Independent Third Party: Yes
Evaluation Reports
I FL13541 R14 AE P R 748 SS 2014-09-26.pdf
Created by Independent Third Party: Yes
13541.8 H. Design Pro/Smooth Pro Double with side lite(s) (XX,O/O,XX/O,XX,O) Glazed
Fiberglass Fiberglass Door, 12'-0"x 6'-8" and 12'-0"x 8'-0", Inswing and
` Outswing
Limits of Use Certification Agency Certificate
i
Approved for use in HVHZ: No FL13541 R14 C CAC NIO11912.O1-R7.pdf I
Approved for use outside HVHZ:Yes FL13541 R14 C CAC NI011912-R7.[df
i. • Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure: N/A 03/30/2026
Other: Installation Instructions
` FL13541 R14 II A010838A SS 2014-09-26.pdf
Verified By: Hermes F. Norero, P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports j
FL13541 R14 AE PER2749 SS 2014-09-26.pdf
f 11 Created by Independent Third Party: Yes
ir' 7
M
f
3Y
t[ Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
t 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
'j 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
n
http://www.floridabuilding.org/pr/pr_app_dtl.aspa?param==%vGEVXQwtDquynOPErOHeeZaoNzG36psAMw5%2bzBiYgmVFSXzhA5olA%3d%3d[4/11/2018 5:29:50 PM]
NOTICE OF PRODUCT CERTIFICATION
A: O CERTlF'64
atA�nccRPA � CERTIFICATION NO: NI011921.01-R6
• ;� ,��o, pry
DATE: 03/26/2014
. a N CERTIFICATION PROGRAM: Structural
COMPANY: JELD-WEN
'r , �, ; CODE: 1822-1
�AfEN"I
REVISION DATE: 02/01/2018
DP
To verifythat the"Notice of Product Certification"is valid lease visit www,NAN,IICertification.com to assure that the
,P
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/Studio'
3737 Lakeport Boulevard Fiberglass Glazed
Klamath Falls, OR 97601 In-Swing or Out-Swing Side-Hinged Door
Configuration:X
Glazing:Insulating Glass(Tempered)
IS Frame: W-952mm(37.50") H-2487mm(97.93")
OS Frame:W-952mm(37.50") H-2466mm(97.12")
Panel: W-908mm(35.75") H-2419mm(95.25")
DLO: W-606mm(23.87") H-1995mm(78.56")
SPECIFICATION PRODUCT RATING
ASTM E330-02 Design Pressure: +50/-50 psf
Qualifies Configurations:X
Product Tested By: National Certified Testing Laboratories .
Report No: NCTL-210-3918-01/SJW2013-231/SJW2013-25l/SJW2013-252/SJW2013-253/NCTL-
210-3 925-03/SJW2014-032/NCTL-210-3930-01/NCTL-210-3930-02/SJW2014-
068/SJ W 2014-071/SJ W 2014-069/SJ W 2014-079/W-1672/W-1697/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
CFRT{FjC� x
�"cc$�� CERTIFICATION NO: NI011921-R7
DATE: 03/26/2014
/y 1 CERTIFICATION PROGRAM: Structural
COMPANY: JELD-WEN
CODE: 1822-1
�rENI �� {
pro P� REVISION DATE: 02/01/2018
To verify that the"Notice of Product Certification"is valid,please visit wNvA-.NAN,IICertitication.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/Studio'
3737 Lakeport Boulevard Fiberglass Glazed
Klamath Falls, OR 97601 In-Swing or Out-Swing Side-Hinged Door
Configuration:X
Glazing:Insulating Glass(Tempered)
IS Frame: W-952mm(37.50") H-2081mm(81.93")
OS Frame:W-952mm(37.50") H-2063mm(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 Qualifies Configurations:X
AAMA 1304-01
Product Tested By: National Certified Testing Laboratories
Report No: NCTL-210-3918-01/SJW2013-231/SJW2013-251/SJW2013-252/SJW2013-253/NCTL-
210-3925-03/SJW2014-032/NCTL-210-3930-01/NCTL-210-3930-02/SJ W2014-
068/SJW2014-071/SJW2014-069/SJ W2014-079/W-1672/W-1697/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
371/2°MAX. PREPARED BY:
O.A.WIDTH
fi 1
ELII�ENm 371/2"MAX. s 4 BUILDING DROPS,INC.
O.A.WIDTH—_ 398 E.Cv,F.DWI,NLVO.SIC]Ifl
WINDOWS & DOORS fi 1
OANN REACH.il33011
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5 PH'.(95413M4N75
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DESIGN PRO/SMOOTH PRO FULL LITE -0
b 1 W
NON—IMPACT _ b r 5 Z
a `^
ti 4 Z = U IW— p m ry
FOR USE OUTSIDE THE HIGH VELOCITY HURRICANE ZONE(HVHZ) = 5 6 0° m 5
o ACTIVE _ (Dz o
l7 < 4 0 Z ' LL 0 a Q)
NZ LL s o ACTIVE 3 N O O s a �a V w S a Q
a s z O O Z Z
GENERAL NOTES: 3 0 = 0 <ozx C)
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT
NINTERNATIONAL BUILDING CODE(IBC),INTERNATIONAL RESIDENTIAL CODE(IRC),AND FLORIDA BUILDING CODE 0 > Z /-4r
C),EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: 4 Lu Q
• ASTM E330-02 (D W N W°
• ASTM E283-04 1 C, —r w �..
• AAMA 1304-02 3 4 5 6 ] B 9 3 6 5 6 ] 8 9 LL3 Q cc
• TAS 202-94 4 4 4 4 4 4 4 4 4 4 4 4 4 4 Q _ �O
�TYP.ELEVATION 1 2 TYP.ELEVATION 2w
2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE 1 6•a^DooRHEIGHT 1 as^DDaRHncHr � K W;
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE 371/2"MAX. 144 n^
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION. O.A.WIDTH F-
3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR REMARKS BY DATE
A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED Add ADA sill,MUlti-Point Lodi CIL 06/05/14
HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS Add TAS 202-945tandard SM 09/22/14
DOCUMENT. _
I
4. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT °�sD
RESISTANCE. Ixn.—INI IsIHL rnuPLxlrm 1w 11 axons.IF.
H W ,( ANO SINtL NUI NF.NCP NO DUCCOINWIIOLC ONP4Nr
l Z 1VIIHUIII VMNiEN CUN.FNIOF
S. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS.SEE SHEET 6 FOR GLAZING DETAILS, l7 w a O ALIExI-s,A90110NS, iGNUGnONG,IO aMiien
Z�LL • I... NWIgING$TO 11115 DOCU IyT1BCNDi P[PMIi)EDnND
6. FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BLINDS BETWEEN N Z Q o \\\ S F'
GLASS,DECORATIVE,AND EXTERNAL AND INTERNAL WROUGHT IRON.VENT LITES ARE QUALIFIED FOR V-8" t2 3 O \��� ORF
DOORS ONLY.RADIUS(SHAPED)LITES ARE QUALIFIED FOR 6'-8"DOORS AT DP+/-50 PSF ONLY. O z¢ l7
7. NOTE: AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSSURE (WTP) OF 9.75 PSF. m 7
REMAINING 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 L 4uACTIVE T T r `
OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH LENGTH+OH HEIGHT IS 21.0
TYP.ELEVATION 3NIA� C�\.\��
1 P.
6W DOOR WITH OPTIONAEVERF UTE ]9aLOA i./NIIIUiA��L�in
NOTE: SEE SHEET 6 FOR GU121NG DETAILS DANIA Nl'n[U,i!
TABLE OF CONTENTS DOORS SHOWN ABOVE MAY BE LEFT NPL anr.or Amnoxennox so.x9ua
SHEET REVISION SHEET DESCRIPTION OR RIGHT HAND OPERATING DOORS. Digitally signed by Hermes F.Norero,P.E.
1 B TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES Reason:lam approving thisdocument
MAX.OVERALL Date:2014.09.26 14:47:32-04'00'
2 A TYPICAL ANCHOR LAYOUTS AND NOTES NOMINAL SIZE DESIGN PRESSURE(PSF) MISSILEDATE: 02.05.14
3 A OPTIONAL 2X BUCK ANCHORING DETAILS CONFIGURATION INSWING I OUTSWING IMPACT
WIDTH HEIGHT RATING OWG. Y: CHK. Y:
4 A VERTICAL ASSEMBLIES POS. NEG. POS. NEG. GCA SS MSS
5 A HORIZONTAL ASSEMBLIES X 3'-0" 6'-8" 50• 50 50` 50 NON-IMPACT SCALE: NTS
6 A GLAZING DETAILS XRADIUS 3-0" 6-8' 50 50 50` 50 NON-IMPACT DWG.H:A010832A
7 A WOOD SUBSTRATES XVENT 3'-0" 6'-8" 50• 50 50• 50 NON-IMPACT SHEET: OF9
8 A CONCRETE SUBSTRATES X 3'-0" 8'-0" 50• SO 50• 50 NON-IMPACT I
9 A COMPONENTS&BILL OF MATERIALS 'SEE GENERAL NOTE 7,SHEET 1,FOR WATER INFILTRATION APPROVED SILLS. 1
INSTALLATION NOTES:
PREPARED BY:
1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. n
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 ave E.DANIA nrgcH aims.STE..318
CONSTRUCTED OF A NON-COMPRESSIBLE COMPOSITE OR BETTER. DAN-E.N.FL-1
PH:('')4)3)D8178
3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO FAx:19547711.4138
'.
STUCCO,FOAM,BRICK VENEER,AND SIDING. WEB,aw W,ld.DEd,UPS4Uln
4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL
OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR '
"MAX, w/2 J m N o
MANUFACTURER'S INSTALLATION INSTRUCTIONS. 37 1 -Ji �
'—O.A.WIDTH j o m d
5. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR 3"TYP.-- — L` O !jo °m
JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE C2 C2 0 ti Z W LL e
SHELL OF BLOCK. _ a U p 5 s
Z a LL
6. FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK � O� Q Mm g
CONCRETE/MASONRY CONSTRUCTION. i O Z Ln >c
7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE O Z O
FOLLOWING PROPERTIES: cc
A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. F- C
B. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. S2w 1.-
LD W�
C. GROUT-FILLED CMU-UNIT STRENGTH CONFORMSTO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH .+ = m m Ln
OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 m N �
PSI. ^ s z U
D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH zED = B Ox Z M�v
OF 2000 PSI. N 3 Q < ¢ Q
8. SEE SHEETS 7 AND 8 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHORl^O O w r,
O Z¢ n n r
LOCATIONS,EDGE DISTANCES,EMBEDMENTS,AND SHIM SPACING. <
/
9. OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM REMARKS BY DATE
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.
Add ADA Sill,Multi-Point Lock GL 06/05/14
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ANCHORTABLE -
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6'8"DOORS B'0"DOORS A2 A2 ANX S1Nll NOIFRE R(PROOUC[01N\v11Ulf Ofl PARE
�TYP.ANCHOR LAYOUT AOEW 110N AOUC OM`1x4NU6H11N4 OADURR
ANCHOR MIN. MIN.EDGE 2 6'8'68'-0'DOORHEIGHT N -BITOTm5 DOcurl r4r�FBNOr R—EDAHD
ANCHOR TYPE SUBSTRATE MAX.O.C. MAX.O.C. Iuvn t P`'
SIZE EMBEDMENT DISTANCE ♦\\��. O /�''
SPACING AT SPACING AT ♦\ S F.
JAMBS JAMBS
NOTE:
2X WOOD BUCKNO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS(X)ONLY.
WOOD SCREW #10 OR FRAMING 1-1/2" 3/4" 17-1/2" 17-1/4"
-7t 7t
ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 2-1/2" 17-1/2" 17-1/4" -a T T
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B2 2-#9 X 21/2"PFH
SCREWS
DETAIL D2 25 26 DATE: 02.05.14
2-49 X 2 1/2"PFH TYP.HOPPE
PFH SCREWS DWG. Y: CHK. Y:
MULTI-POINTLESHOOT CATIONBOLT GL/TJM SS�MSS
•
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SCALE:
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PLATE LOCATION HOPPE#2096911 SHEET: OFF
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2 INSWING SHOWN OUTfWING SIMILAR 2 INSWINGSHOWN OUTSWING SIMILAR L
SEE DETAIL 02 SEE DETAIL D2
PREPARED BY:
BUILDING DROPS,INC.
39N E.DANK flFACI flI VD,SIE 319
DANIA MAC.1.{L 13—
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O O 6'8"DOORS 8'0"DOORS -o ,,T// T 1•
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ANCHOR TYPE ANCHOR SIZE SUBSTRATE EMBEDMENT MIN. 01 IST.
EDGOE MIN.
OCENTERR ��O•••:?"( P;' <C/�;
MAX.O.C. MAX.O.C. ��T �
SUBSTRATE DISTANCE (( ....
SPACING AT SPACING AT /j sp� �G
2X WOOD BUCK INSTALL. JAMBS JAMBS
2X WOOD BUCK r,a e.� IJ.111yt11N�L�iIB
ANCHOR PER BUCK ANCHOR TA ITW TAPCON 1/4" CONCRETE/CMU 1-1/4" •2-1/2" 4" 25" 30-1/4" OANIA Nuau,e 31cc4
fBPE C[Nt.OF AU1—NAT10N NO.-1.
ELCO ULTRACON 1/4" CONCRETE/CMU 1-3/8"-CONC. 1" 4" 25" 30-1/4"
�2X WOOD BUCK INSTALL. �2X WOOD BUCK INSTALL. 1-1/4"-C."
3 CROSS SEMON 3 SIDE WFW
DATE: 02.05.14
NOTES: DWG. Y: CHK. Y:
SS
1. 2X BUCK IS NOT FOR INSTALLATION AT SILL. GL/TJM SS M
SCALE: NTS
2. ANCHORS MAYBE STAGGERED AS SHOWN IN DETAIL 4/3. DWG.n:A010832A
SHEET: OF 9
3
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HINGE SCHEDULE DANIA OEACN,PL 330.'M
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62 1/2"MAX.D.L.O.HEIGHT 78 1/2"MAX.D.L.O.HEIGHT 78 7/8"MAX.D.L.O.HEIGHT ONLY IN 6'8"UNITS AT DP+/-50 PSF
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6 DWG.H:
FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BLINDS SHEET: OF 9
BETWEEN GLASS,DECORATIVE,EXTERNAL AND INTERNAL
WROUGHT IRON AND RADIUS(SHAPED)LITES ARE APPROVED 24 IDDL VENT LITE ASSEMBLY
IN ALL GLAZING DETAILS SHOWN ABOVE.
PREPARED BY:
2X WOOD BUCK
BUILDING DROPS,INC.
MIN. zo J / MR E.DANK PEACH DI.VD.,STC.333
EDGE DIST. m Y�j WOODANCHOR DANIAGEA11.1133—
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2X WOOD BUCK
UU(ALLLL UM[rvlq BE vxuv[xl xU!S.INC
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2X WOOD BUCK 2X WOOD BUCK 2X WOOD BUCK
DATE: 02.05.14
OPERABLE SILL OPERABLE SILL /1O 1 OPERABLE ADA SILL DWG. Y: CHK. Y:
7 OUTSWING-NO ANCHOR REQUIRED 7 OUTSWING-NO ANCHOR REQUIRED 7 INSWING/OUTSWING-NO ANCHOR REQUIRED GL/
M SS�MSS
AFCO A-117 ENDURA ZOBL4565F ENDURA HCI5000 SCALE: NTS
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SHEET: OF9
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PREPARED BY:
MIN. 1X WOOD BUCK BUILDING DROPS,INC.
EDGE DIST. w (OPTIONAL) SILICONE 3RR F.DANIA DF.AOI BLVD,STE 339
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Z_O Pn'I9S11399.MM
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_z¢ I BY OTHERS % CONCRETE/ J m m
F w 4"w f� MASONRY P- "'d
�1X WOOD BUCK 'A', % BY OTHERS ° m
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HEAD (TYPICAL) JAMB (TYPICAL) OPERABLE SILLkD � W`
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Add ADAYRI,Muni-P&MLDck GL 06/05/14
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OPERABLE SILL �� OPERABLE SILL r�jDATE: 02.05.14
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SECTION OF HEAD OR JAMB AS LONG AS MINIMUM
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. 8
BILL OF MATERIALS PREPARED BY:
ROCKWELL MULT-POINT LOCK HOPPE MULT-POINT LOCK
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26 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE RH#8783923 STEEL
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01083
a? 4.58"--------- 5.00"
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4.62"
398 East Dania Beach Blvd.
BUILDING DROPS Suite 338
Dania Beach FL 33004
tF A Perfect Solution in Every Drop '
954.399.8478 PH
Certificate of Authorization:29578 954.744.4738 FX
contact@buildingdrops.com
Product Evaluation Report
Of
JELD-WEN, inc.
Design Pro / Smooth Pro Full Lite
Non-Impact
For use outside the High Velocity Hurricane Zone (HVHZ)
for
Florida Product Approval
Report o. 2743
Current Florida Building Code
Method: 1 —A (Certification)
Category: Exterior Doors
Sub — Category: Swinging Exterior Door Assemblies
Product: Design Pro/Smooth Pro Full Lite
Non-Impact
For use outside the High Velocity Hurricane
Zone
Material: Fiberglass
Product Dimensions: 3'-0"X C-8"(Nominal)
3'-0"X 8'-0"(Nominal)
Prepared For: //.,Je
3737 Lakeport Blvd.
Klamath Falls, OR. 97601 � �-� • O ;
♦ 7 r
Prepared by:
Hermes F. Norero P.E. �(� T T Ia
P
' 0 %
. •<v
Florida Professional Engineer#73778
Date: 09/22/2014 'ii��Ss, ""'•• �G���`�
Contents:
Evaluation Report Pages I —4
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 15:18:14-04'00'
BUILDING DROPS
Date: 09/22/2014
A Perfect Solution in Every Drop Report No: 2743
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
Non-Impact
For use outside the High Velocity Hurricane Zone(HVHZ)
3'-0"X 6'-8" (Nominal)
3'-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 A010832A,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 require an impact resistant
covering.
4. Site conditions that deviate from the details of drawing A010832A require further
engineering analysis by a licensed engineer or registered architect.
5. See Installation Instructions A010832A for size and design pressure limitations.
Hermes F. Norero, P.E.
Florida No. 73778
Page 2 of 4
BUILDING DROPS
/2014
A Perfect Solution in Every Drop Date: 09/22Report No: 2743743
Certificate of Authorization:29578
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:
a ASTM E283-04
0 ASTM E330-02
• 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 10/4/13
SJW2013-231 12/3/13
SJW2013-251 12/23/13
SJW2013-252 12/23/13
SJ W 2013-253 12/23/13
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 2014-068 07/07/14
SJ W 2014-071 07/07/14
SJ W 2014-069 07/07/14
SJ W 2014-079 07/07/14
2. Product Testing performed by Quality Testing Inc.
(FBC Organization#TST7638)
Report# Report Date:
SJ W 2010-003 01/11/10
3. Quality Assurance Entity
National Accreditation&Management Institute
(FBC Organization#QUA1789)
Hermes F. Norero, P.E.
Florida No. 73778
Page 3 of 4
BUILDING DROPS Date: 09/22/2014
A Perfect Solution in Every Drop Report No: 2743
=r Certificate of Authorization:29578
Installation: 1. Approved anchor types and substrates areas 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 l"Elco Uitracon type concrete screw anchors of sufficient length to achieve minimum
embedment of 1.25"into concrete or masonry.
C. For concrete(Min.Fc=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(A010832A)for anchor spacing and more details of the installation
requirements.
Design Pressure:
MAX.OVERALL DESIGN PRESSURE{PSF)
-NO MJIINAL SIZE MISSILE
CONFIGURATION INSWING OUTSWING IMPACT
WIDTH HEIGHT MATING
POS, NEG. POS. NEG.
X 3'-C7" 61-8" 50* 50 50* SCI NON-IMPACT
X RADIUS 3`-0 U-8" SO* 50 SO* 50 NON-IMPACT
X VENT 3°-017 6`-£S" 50* 50 50* 50 NON-IMPACT
x 3°-0" '�0" S0- SO 50* 50 NONIMPACT
l
Hermes F.Norero,P.E.
Florida No.73778
Page 4 of 4