HomeMy WebLinkAboutProduct Approval 08/17/2016-11:10am RECEPTION V:\Projects\_2014-MPS\400 Wind Charts\_Reference\00-MPS14-400 Series C&C(Current)Jeff.dwg +
51h ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" WIND VELOCITY = 170 MPH MRH <_ 60'
DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE 'C' BASED ONKd=O.S:,
INTERIOR ZONE 4 PRESSURES I EXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE,FLAT TERRAIN
Mean DESIGN PRESSURES(PSF)-ZONE 4 Mean DESIGNPRESSURES(PSF)-ZONES INSTRUCTIONS FOR TABLE USE:
Roof Tributary Area(Sq Ft) �. _ Roof Tributary Area(Sq Ft) 1. TABLES ARE INTENDED TO DEPICT THE WORST CASE'PRESSURES.'WORST CASE'IS
Hei ht 10 15 20 25 30 36�r.;_40 50' eight 10 15 20 25 30 35 40 45 50 DEFINED AS THE CRITICAL'CONDITION OF-ANY UNKNOWN VARIABLE AS DESCRIBED BELOW,
vOi4Ea 7i USE OF CRITICAL CONDITIONS REQUIRED FOR USff"WITH THESE TABLES.
-41.0 -40.0 -39.3 38.7 -38.3 -37.9 X37 6 .-37:3 3 0^f ' -50.6 -48.6 -47.2 -46.1 -45.2 -44.5 -43.8 -43.2 -42.7 2.TABLES VALID ONLYFOR�BUILDINGS O MEAN ROOF HEIGHT AS LIMITED ABOVE.
0-15 ft iI 0-15 ft 3. TABLES VALID FOR ALL RQOF TYPES�&' OPES.APPLICABLE REDUCTIONS FOR ROOF SLOPES
37.8 +36.8 +36.1 35.5 +35.1 +34,7 -+34 4 4:1 3 +37.8 +36.8 +36.1 +35.5 +35.1 +34.7 +34.4 +34.1 +33.8 LESS THAN 10°SHALL BF'PERFORMED-BW,N'ENGINEER AS A SITE SPECIFIC CONDITION.
-41.6 -40.5 - -39.3 -38.8 -38.4 --81 X37.8 376 -51.3 -49.3 -47.8 -46.7 -45.8 -45.1 -44.4 -43.8 -43.3 4.IDENTIFY THE BUILDING'ME9'N(,4VER�jGE)'R.00F HEIGHT.IF THE MEAN ROOF HEIGHT
1 +38.3 +37.3 +36.6 +36.0 +35.6 +35.2��+3V9-X34.6 t3'4 \X16 ft +38.3 +37.3 +36.6 +36.0 +35.6 +35.2 +34.9 +34.6 +34.3 CANNOT BE IDENTIFIEDI�USt-Ta HE PEAK RQO6;H@IGHT.
5. ALWAYS ROUND Yl�_F;_OOF.,HEIGHTS�YO,NEXtTABLE VALUE OR CONSERVATIVE ASSUMPTION.
-42.1 -41.1 -40.3 -39.8 -39.3 -38.97 X38,6-^-383 -38:0 -52.0 -49.9 -48.5 -47.3 -46.4 -45.6 -45.0 -44.4 -43.8 6. CALCULATE THE TRIBUTARAREA;OF THE OPENING IN QUESTION(HEIGHT 3 WIDTH)OR
17 it +38.8 +37.8 +37.1 +36.5 +36.0 +35.6 +35 3 `+35!0 '+34.7 17 f[ +38.8 +37.8 +37.1 +36.5 +36.0 +35.6 +35.3 +35.0 +34.7 THE SPAN LENGTH(HEIGHT)MULTIPLIED}BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS
-42.6 -41.6 -40.8 -40.3 -39.8 -39.4 -39.1 -38.8 -38.5 -52.6 -50.5 -49.0 -47.9 -47.0 -46.2 -45.5 -44.9 -44.4 THAN ONE-THIRD THE SPAN LENGTH(HEIGHT2/3).USE THE AREA BETWEEN STRUCTURAL
OPENINGS ONLY-THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY
18 ft +39.3 +38.2 +37.5 +36.9 +36.5 +36.1 +35.7 +35.4 +35.2 18 it +39.3 +38.2 +37.5 +36.9 +36.5 +36.1 +35.7 +35.4 +35.2 AREA OF AN OPENING CANNOT BE IDENTIFIED,THE MOST CRITICAL(10 SQUARE FEET)SHALL
-43.1 -42.0 -41.3 -40.7 -40.3 -39.9 -39.5 -39.2 -38.9 -53.2 -51.1 -49.6 -48.5 -47.5 -46.7 -46.0 -45.4 -44.9 BE USED.ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE.FOR LARGER
19 ft +39.7 +38.7 +37.9 +37.4 +36.9 +36.5 +36.1 +35.8 +35.6 19 ft +39.7 +38.7 +37.9 +37.4 +36.9 +36.5 +36.1 +35.8 +35.6 TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE.
7.IDENTIFY THE ZONE OF THE OPENING AS INTERIOR(ZONE 4)OR EXTERIOR(ZONE 5)PER
-43.6 -42.5 -41.7 -41.2 -40.7 -40.3 -39.9 -39.6 -39.4 -53.8 -51.7 -50.1 -49.0 -48.0 -47.2 -46.5 -45.9 -45.4 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE
20 ft +40.2 +39.1 +38.3 +37.8 +37.3 +36.9 +36.5 +36.2 +36.0 20 ft +40.2 +39.1 +38.3 +37.8 +37.3 +36.9 +36.5 +36.2 +36.0 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE.
_ 46 4 -45.8 8. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL
-44.0 -42.9 -42.2 -41.6 -41.1 -40.7 -40.4 -40.0 -39.8 -54.3 -52.2 -50.7 -49.5 -48.5,`;47.T'47.0 -
MUNICIPALITY IN ACCORDANCE WITH CODE.
2111 +40.6 +39.5 +38.7 +38.2 +37.7 +37.3 +36.9 +36.6 +36.3 21 ft +40.6 +39.5 +38.7 +3$:2=-±37.7, 37:3. +36'.9"+36,:6 +36.3 9.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A
,r FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE.
-44.4 -43.4 -42.6 -42.0 -41.5 -41.1 -40.7 -40.4 -40.2 -54.9 -52.7 -51.2 -50.01. 49:O.x 4$2'"47�Sy,:,g6:8 -46.3
22 ft +41.0 +39.9 +39.1 +38.5 +38.0 +37.6 +37.3 +37.0 +36.7 22ft +41.0 +39.9 +39.1 +385 _+38;0 376"++373 +37.0 +36.7 GENERAL NOTES:
23 ft -44'9 -43.8 -43.0 -42.4 -41.9 -41.5 -41.1 -40.8 -40.5 23 ft -55.4 -53.2 -51.6 SP 4j� ,��. X48 6,��^�,pi9 e�11 -46.7 1. TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN
+41.4 +40.3 +39.5 +38.9 +38.4 +38.0 +37.6 +37.3 +37.0 +41.4 +40.3 +39.5 +38 9'_+38`4 +38.0 $7 6 "+37,,3 +37.0 METHODOLOGY"PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE
-45.3 -44.2 -43.4 -42.8 -42.3 -41.9 -41.5 -41.2 -40.9 -55.9 -53.7 -52.1 -50.9-'x$4.9 49.1 J- 8;4 -477 -47.1 CRITERIA AS OUTLINED HEREIN.
24 ft 24 ft *.- 2.DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND SPEED AND
+41.7 +40.6 +39.8 +39.2 +38.7 +38.3 +38.0 +37.6 +37.4 +41.7 +40.6 +39.8 +39.2 +38.T 8:3'- +38.0 +37.6 +37.4 EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY
-45.7 -44.5 -43.8 -43.1 -42.6 -42.2 -41.9 -41.5 -41.3 -56.4 -54.1 -52.6 -51.3 -50.3 -49.5 -48.8 -48.1 -47.5 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLATTERRAIN USE ONLY. THESETABLES
25 ft +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 25 ft +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 NOT VALID FOR HILLY TERRAIN.INTERNAL PRESSURE COEFFICIENT(GCpi=+/-0.18)FOR USE
WITH AN ENCLOSED STRUCTURE ONLY.VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH
-46.0 -44.9 -44.1 -43.5 -43.0 -42.6 -42.2 -41.9 -41.6 -56.8 -54.6 -53.0 -51.8 -50.8 -49.9 -49.2 -48.5 -47.9 LOCAL BUILDING DEPARTMENT.HVHZ=HIGH VELOCITY HURRICANE ZONE.TABLES ARE FOR
26 ft +42.4 +41.3 +40.5 +39.9 +39.4 +39.0 +38.6 +38.3 +38.0 26 ft +42.4 +41.3 +40.5 +39.9 +39.4 +39.0 +38.6 +38.3 +38.0 WALLS AND VERTICAL SURFACES ONLY.
-46.4 -45.3 -44.5 -43.9 -43.3 -42.9 -42.5 -42.2 -41.9 -57.3 -55.0 -53.4 -52.2 -51.2 -50.3 -49.6 -48.9 -48.3 3.THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY
VALID WHEN SIGNED&RAISED SEALED BY FRANK L.BENNARDO,P.E.
27 ft +42.8 +41.6 +40.8 +40.2 +39.7 +39.3 +38.9 +38.6 +38.3 27 ft +42.8 +41.6 +40.8 +40.2 +39.7 +39.3 +38.9 +38.6 +38.3 4.THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED.
-46.8 -45.6 -44.8 -44.2 -43.7 -43.2 -42.9 -42:5 42.2_,_ -57.7 -55.4 -53.8 -52.6 -51.6 -50.7 -49.9 -49.3 -48.7 USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY,EXPOSURE,AND OTHER
COEFFICIENTS LISTED HEREIN SHALL BE.DICTATED.AND VERIFIED BY THE GOVERNING
28 f[ +43.1 +42.0 +41.2 +40.5 +40.0 +396. +39 2 k9 +38 6•-�Jf y?$ft +43.1 +42.0 +41.2 +40.5 +40.0 +39.6 +39.2 +38.9 +38.6 BUILDING DEPARTMENT AND.PERMIT.. OLDER N��z\YARRANTY FOR APPLICABILITY OF TABLE
-47.1 -46.0 -45.1 -44.5 -44.0 43.6 -4 2, r4 -.9 -42 6`7d•. ' -58.1 -55.9 -54.2 -53.0 -51.9 -51.1 -50.3 -49.7 -49.1 VALUE USE IS OFFERED HEREIN 1J '
29 it it \ I� 1-�'i°': 29 it 5.THIS SPECIFICATION I9'N,OT INTENDEDtTO.OpFER ANY PRODUCT APPROVED
+43.4 +42.3 +41.5 +40.8 +40.3 +39.9 -+39 5- +39:2 +, 8 9,� / +43.4 +42.3 +41.5 +40.8 +40.3 +39.9 +39.5 +39.2 +38.9 CERTIFICATION. REFER TO:ANY-SEP.ARATELYISUBMITTED TEST CRITERIA AND OTHER
-47.4 -46.3 -45.5 -44.8 -44.3 43 9 -'=43 43:2 -42 9 -58.6 -56.3 -54.6 -53.3 -52.3 -51.4 -50.7 -50.0 -49.4 APPROVALS FOR DESIGN'&4NSTALLATION'INFORRMATION AND APPLICABILITY OF THESE TABLE
30 ft e'�� f• r7 �' 30 ft VALUES WHICH IS TO BE_VERIFIED BY:'OT(IERS.,IN;ACCORDANCE WITH GOVERNING CODES.
+43.7 +42.6 +41.8 +41.1 +40.6 +40.2',+39 +39:5 t,39.2+ ."! +43.7 +42.6 +41.8 +41.1 +40.6 +40.2 +39.8 +39.5 +39.2 6.ADHERE TO ALL LQGALIMPACT RBOTEOJONSY�TEM ORDINANCES.
-48.1 -46.9 -46.1 -45.4 -44.9 44.5'` 1 _43.8 ,403:5 '' -59.4 -57.0 -55.4 -54.1 -53.0 -52.1 -51.4 -50.7 -50.1 7,NO CERTIFICATION IS3OEEERED-F.OR•T,HE INTEGRITY OF THE HOST STRUCTURE.
32 ft +44.3 +43.2 +42.3 +41.7 +41.2 +40.7 +40.3' `40 0:+39.7 y32 f[ +443 +43.2 +42.3 +41.7 +41.2 +40.7 +40.3 +40.0 +39.7 8.EXCEPT AS EXPRESSLY PROVIDI pP LH.EREIN,NO ADDITIONAL CERTIFICATIONS OR
-49.0 -47.8 -47.0 -46.3 -45.8 -45.3 -44.9 -44.6 -44.3 -60.5 -58.1 -56.4 -55.1 -54.0 -53.1 -52.3 -51.7 -51.0 AFFIRMATIONS ARE INTENDED. '
35 ft 35 ft PEAK ROOF
+45.2 +44.0 +43.1 +42.5 +42.0 +41.5 +41.1 +40.8 +40.5 +45.2 +44.0 +43.1 +42.5 +42.0 +41.5 +41.1 +40.8 +40.5 a=10%OF LEAST HORIZONTAL DIMENSION OR 40°/a OF MRH,
WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HORIZONTAL HEIGHT
40 ft -50.4 -49.2 -48.3 -47.6 -47.1 -46.6 -46.2 -45.9 -45.5 40 ft -62.2 -59.8 -58.0 -56.7 -55.6 -54.6 -53.8 -53.1 -52.5 DIMENSION OR 3FT(lm).USE ZONE S IF AT ALL IN QUESTION.CONSULT
+46.5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 +46.5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. MEAN
ROOF
-51.7 -50.4 -49.5 -48.8 -48.3 -47.8 -47.4 -47.0 -46.7 -63.8 -61.3 -59.5 -58.1 -57.0 -56.0 -55.2 -54.5 -53.8 EAVE HEIGHT
45ft +47.6 +46.4 +45.5 +44.8 +44.2 +43.8 +43.3 +43.0 +42.6 45ft +47.6 +46.4 +45.5 +44.8 +44.2 +43.8 +43.3 +43.0 +42.6 e a ROOF
-52.8 -51.5 -50.6 -49.9 -49.3 -48.9 -48.4 -48.1 -47.7 -65.2 -62.6 -60.8 -59.4 -58.3 -57.3 -56.4 -55.7 -55.0 `( HEIrI O
50 it +48.7 +47,4 +46.5 +45.8 +45.2 +44.7 +44.3 +43.9 +43.6 50 ft +48.7 +47,4 +46.5 +45.8 +45.2 +44.7 +44.3 +43.9 +43.6 05 L j 5
-53.9 -52.6 -51.7 -50.9 -50.3 -49.9 -49.4 -49.0 -48.7 -66.5 -63.9 -62.1 -60.6 -59.4 -58.4 -57.6 -56.8 -56.1
55 ft 55 ft 5 S � � �
+49.7 +48.4 +47.4 +46.7 +46.1 +45.6 +45.2 +44.8 +44.5 +49.7 +48.4 +47.4 +46.7 +46.1 +45.6 +45.2 +44.8 +44.5
-54.9 -53.6 -52.6 -51.9 -51.3 -50.8 -50.3 -49.9 -49.6 -67.8 -65.1 -63.2 -61.7 -60.5 -59.5 -58.6 -57.9 -57.2 ELEVATION •�_, ;) (� { �,
60 ft +SO.fi +49.3 +48.3 +47.6 +47.0 +46.5 +46.0 +45.7 +45.3 60ft +50.6 +49.3 +48.3 +47.6 +47,0 +46.5 +46.0 +45.7 +45.3 WALL ZONE FIGURES ISOI 'RIC
o REMARKS DRWN CHKD DATE
K INITISSUE GSS TSB 03/05/12 5TH ED. FLORIDA BUILDING CODE ENGINEF-RINC-3 o -;
�
m y REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 (20141 ts EXPRE,� \ j K o', Zo
3 REV 2014 FBC DGM TSB 06/10/15 l J ? o` A A
V) z2 _ ASCE 7-10, CHAPTER 30 CORPORATE OFFICE: m r `, D
z 160 SW 12th AVENUE, SUI_hd'0E;,,, z
U7 m
� DESIGN LOADS FOR COMPONENTS&CLADDING n_-,.,•' I �
p MASTER PLAN SHEET DEERFIELD BEACH, FL 33442-' 0
z THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, P:(954)3S4-O660 F:(954)354-0443 .I�3 °})'\';S.'I " m
AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT CERT OF AUTH#9885 z.y �-
o F_ P WRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS, ^\ 7 E:HELLO@ENGINEERINGEXPRESS.COM RI z I"L
I.A) N ADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT AVE / _ 10 <
o PERMITTED AND INVALIDATE OUR CERTIFICATION. ENGINEERINGEXPRESS.COM
Florida Building tode Online
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( #" Product Approval
Professional L USER:Public User
Regulanor
Product Approval Menu>Product or Anolication Search>Anolication List>Application Detail
A FL# FL16674-R4
_ x? A
pplication Type Affirmation
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer JELD-WEN
f Address/Phone/Email 3737 Lakeport Blvd
Klamath Falls,OR 97601
r"
(800) 535-3936
fbcl@jeld-wen.com
Authorized Signature Kaede McLaughlin
fbcl@jeld-wen.com
Technical Representative JELD-WEN Corporate Customer Service
# .I Address/Phone/Email 3737 Lakeport Blvd.
Klamath Falls, OR 97601
w (800) 535-3936
customerserviceagents@jeld-wen.com
Quality Assurance Representative
Address/Phone/Email
k
Category Exterior Doors
,+ Subcategory Swinging Exterior Door Assemblies
s Compliance Method Certification Mark or Listing
Certification Agency National Accreditation &Management Institute
Validated By National Accreditation&Management Institute
Referenced Standard and Year(of Standard) Standard Year
4 AAMA 1304 2002
i' ASTM E1886 2005
t -
ASTM E1996 2006
ASTM E283 2004
ASTM E330 2002
TAS 202 1994
Equivalence of Product Standards
` Certified By
{'e
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=vGEVXQwtDgsHepng4%2fS6elYO813ShBDtAgGAG50wec%2bKtI WG4ck62A%3d%3d[IO/14/2015 10:24:49 AM]
Florifla Building Code Online
EII affirm that there are no changes in the new Florida Building
Code which affect my product(s) and my product(s)are in
s,;. compliance with the new Florida Building Code.
ti; I
_ Documentation from approved Evaluation or Validation Entity Yes ONo ON/A
Product Approval Method Method 1 Option A
h ]
Date Submitted 02/20/2015
Date Validated 02/20/2015
Date Pending FBC Approval
Date Approved 02/28/2015
Summary of,Products �
FL# Model,Number or Name Description
16674.1 Design Pro/Smooth Pro Single(X) Impact Opaque Fiberglass Door
t Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FLI6674 R4 C CAC NI011919.01.-R4.pdf
Approved for use outside HVHZ:Yes FL16674 R4 C CAC NI011919-R4.odf
, Impact Resistant:Yes Quality Assurance Contract Expiration Date
` Design Pressure: +50/-50 03/30/2018
Other: 3-0x6-8 and 3-Ox8-0 Inswing and Outswing Installation Instructions
FL16674 R4 II A010851A SS 2014-09-26.odf
Verified By: Hermes F. Norero, P.E. 73778
Created by Independent Third Party: Yes
`. Evaluation Reports
my FL16674 R4 AE PER2750 SS 2014-09-26.}Ldf
Created by Independent Third Party: Yes
i
. ` Limits of Use Certification Agency Certificate I
Approved for use in HVHZ: No FL16674 R4 C CAC NIO11918.01-R4.pdf
Approved for use outside HVHZ:Yes FL16674 R4 C CAC NIO11918-R5.odf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure: +50/-50 03/30/2018
Other:3-Ox6-8 and 3-0x8-0 Inswing and Outswing Installation Instructions
'$ FL16674 R4 II A010852A SS 2014-09-2EP-df
Verified By: Hermes F. Norero, P.E. 737781
Created by Independent Third Party: Yes !
Evaluation Reports
FL16674 R4 AE PER2751 SS 2014-09-26.pdf
Created by Independent Third Party: Yes �
16674.3 i Design Pro/Smooth Pro Double(XX) Impact Opaque Fiberglass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL16674 R4 C CAC NIO].1916.01-R4.rdf
a Approved for use outside HVHZ:Yes FL16674 R4 C CAC NI011916 R4.pdf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure: +50/-50 03/30/2018 i
Other: 6-0-0x6-8 and 6-0x8-0 Inswing and Outswing Installation Instructions
FL16674 R4 II A010853A SS 2014-09-26.1df
Verified By: Hermes F. Norero, P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports
e FL16674 R4 AE PER2752 SS 2014-09-26.odf
Created by Independent Third Party: Yes
yF
16674.4 Design Pro/Smooth Pro Double(XX) Impact Glazed Fiberglass Door, I
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL16674 R4 C CAC NI011917.01-R4.pdf
Approved for use outside HVHZ:Yes FL16674 R4 C CAC NI011917-R5.1df
Impact Resistant:Yes Quality Assurance Contract Expiration Date
,, u Design Pressure: +50/-50 03/30/2018
Other: 6-0-Ox6-8 and 6-0x8-0 Inswing and Outswing Installation Instructions
a� 9 9
FL16674 R4 II A010854A SS 2014-09-26.pddf
By:Verified B Hermes F. Norero, P.E. 73778
'
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsHepng4%2fS6elYO813ShBDtAgGAG50wec%2bKt1 WG4ck62A%3d%3d[IO/14/2015 10:24:49 AM]
Florida Building Code Online
Created by Independent Third Party: Yes
Evaluation Reports
a FL16674 R4 AE PER2753SS 2014-09-26 [�df
—
_.,," Created by Independent Third Party: Yes
16674.5 Design Pro/Smooth Pro Single with side lite(s) (X,O/O,X/O,X,O) Impact Opaque
Fiberglass Door
Limits of Use Certification Agency Certificate I
h Approved for use in HVHZ: No FL16674 R4 C CAC NI011922.01.-R4.pdf
i Approved for use outside HVHZ:Yes FL16674 R4 C CAC NIO11922 R5.[2df
Impact Resistant:Yes Quality Assurance Contract Expiration Date
" Design Pressure: N/A 03/30/2018
Other:9-0-0x6-8 and 9-0x8-0 Inswing and Outswing Installation Instructions
b FL16674 R4 11 A010855A SS 2014-09-26.pdf
Verified By: Hermes F. Norero, P.E. 73778
rt�x Created by Independent Third Party: Yes
Evaluation Reports
t FL16674 R4 AE PER2754 SS 20]4-09-26.pdf
Created by Independent Third Party: Yes
j 16674.6 Design Pro/Smoothy Pro Single with side lite(s) (X,O/O,X/O,X,O) Impact Glazed
Fiberglass Door
? – -- ............_..— ---�
h Limits of Use Certification Agency Certificate !
Approved for use in HVHZ: No FL16674 R4 C CAC NI01 4.01-R4.[2df,
Approved for use outside HVHZ:Yes FL16674 R4 C CAC NI011924-R5.pdf
Impact Resistant:Yes
p Quality Assurance Contract Expiration Date
Design Pressure: N/A 03/30/2018
Other:9-0-0x6-8 and 9-0x8-0 Inswing and Outswing Installation Instructions
" FL16674 R4 II A010856A SS 2014-09-26'.p
Verified By: Hermes F. Norero, P.E. 73778
Created by Independent Third Party: Yes
ger , Evaluation Reports
FL16674 R4 AE PER2755 SS 2014-09-26:pdf
Created by Independent Third Party: Yes `
16674.7 Design Pro/Smooth Pro Double with side lite(s) (XX,O/O,XX/O,XX,O) Impact Opaque
i
Fiberglass Door
eta Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL16674 R4 C CAC NI011914 01-R3-signed"pd
Approved for use outside HVHZ:Yes FL16674 R4 C CAC NI011914-R5.12df
Impact Resistant:Yes Quality Assurance Contract Expiration Date
>' Design Pressure: N/A 03/30/2018
„y Other: 12-0-0x6-8 and 12-0x8-0 Inswing and Outswing Installation Instructions
FL16674R4 II A010857A SS 2014-09-26 Ddf
Verified By: Hermes F. Norero, P.E. 73778
Created by Independent Third Party: Yes
w Evaluation Reports
FL16674 R4 AE PER2756SS2014-09-26.pdf
Created by Independent Third Party: Yes
16674.8 Design Pro/Smooth Pro Double with side lite(s) (XX,O/O,XX/O,XX 10)Impact Glazed
Fiberglass Door j
{
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL16674 R4 C CAG NI011915.01-R4.{Ldf
Approved for use outside HVHZ:Yes FL16674 R4 C CAC NI011915-R5.pdf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
'i Design Pressure: N/A 03/30/2018
Other: 12-0-0x6-8 and 12-0x8-0 Inswing and Outswing Installation Instructions
FL16674 R4 II A0108 8A SS 2014-09-26,12df f
= Verified By: Hermes F. Norero, P.E. 73778 _
Created by Independent Third Party: Yes
Evaluation Reports
FL16674 R4 AE PER2757 SS 201.4-09-26.odf
Created by Independent Third Party: Yes
Contact Us;;1940 North Monroe Street.Tallahassee ply Phone:850-487-1824
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Florida Building Code Online
i
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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
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NOTICE OF PRODUCT CERTIFICATION
�D cenn�jcq t
CERTIFICATION NO: NI011919.01-R4
0,i
N DATE: 03/26/2014
x CERTIFICATION PROGRAM: Structural
COMPANY: JELD-WEN
CODE: 822-1
�Eo•pRa REVISION DATE: 09/28/2014
To verify that the"Notice of Product Certification"is valid,please visit wNN- .NAN IICertification.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. ANAMI 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"Fiberglass Opaque In-Swing or
Klamath Falls, OR 97601 Out-Swing Side-Hinged Door
Configuration:X
IS Frame: W-952mm(37.50") H-2487mm(97.93")
OS Frame:W-952mm(37.50") H-2470mm(97.25")
Panel: W-908mm(35.75") H-2419mm(95.25")
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:X
AAMA 1304-02
Product Tested By: National Certified Testing Laboratories
Report No: SJW2013-196/SJW2013-129/SJW2013-231/SJW2013-251/SJW2013-252/SJW2013-
253/NCTL-210-3 924-01/NCTL-210-3925-03/NCTL-210-393 0-01/NCTL-210-3 93 0-
02/SJW2014-066/SJW2014-076/SJW2014-070/SJW2014-075/W-1671/W-1711
Expiration Date: March 30, 2018
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
i
NOTICE OF PRODUCT CERTIFICATION
XcCjj
CERTIFICATION NO: NI011919-R4
x m !Z DATE: 03/26/2014
CERTIFICATION PROGRAM: Structural
.� COMPANY: JELD-WEN
CODE: 822-1
' tD PRS
REVISION DATE: 09/28/2014
To verify that the"Notice of Product Certification"is valid,please visit www.NANUCertification.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" Fiberglass Opaque In-Swing or
Klamath Falls, OR 97601 Out-Swing Side-Hinged Door
Configuration:X
IS Frame: W-952mm(37.50") H-2081mm(81.93")
OS Frame:W-952mm(37.50") H-2081mm(81.25")
Panel: W-908mm(35.75") H-2012mm(79.25")
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:X
AAMA 1304-02
Product Tested By: National Certified Testing Laboratories
Report No: SJW2013-196/SJW2013-129/SJW2013-231/SJW2013-251/SJW2013-252/SJW2013-
253/NCTL-210-3 924-01/NCTL-210-3 925-03/NCTL-210-393 0-01/NCTL-210-3 93 0-
02/SJW2014-066/SJW2014-076/SJW2014-070/SJW2014-075/W-1671/W-1711
Expiration Date: March 30, 2018
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
i
PREPARED BY:
JELD-WEN371(2" BUILDING DROPS,INC.
i9!(.UnN:a efh':M llW.SII.i
WINDOWS & DOORS O.A.4VIDTH ia MAX.— oanu9rar,niiPc+
5 C
is% ilB
371/2"MAX. m9'w.,v.nau�rmnvl roe*,
DESIGN PRO/SMOOTH PRO s O.A.WIDTH
IMPACT APPROVED ® W P
z� m�
FOR USE OUTSIDE THE HIGH VELOCITY HURRICANE ZONE(HVHZ) \ a a o z a
5 z =W W J
_ 0 p 0 D Q g
GENERAL NOTES: ad•�-•lu E m s 9 OJ q' z Z o.x
s s ;m a \Q O L22
id m¢ e B O Z s to ID
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT Z 6. s Z s ACTIVE z a¢ Q O
INTERNATIONAL BUILDING CODE(IBC),INTERNATIONAL RESIDENTIAL CODE(IRC),AND FLORIDA BUILDING CODE N?G s O ACTIVE 3 s O xa 2 cc <Z ��
(FBC),EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: H O = 0 z J Q
• ASTM E283-04 O?Pm / !� 1.1.1<
V1' W–
• ASTM E330-02 / O Q LLJ
• ASTM E1886 05
• ASTM E1996.06 U
• AAMA 1306-02 0. tn :.
• TAS 202.96 � Wj
//��
3 a 5 6 7 8 9 3 a 5 6 ] �,r + t
2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2%FRAMING AS A MAIN WIND FORCE a a a a a a aOL
a e a a a a a F
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE Typ,ELEVATION 1 TVPELEVATION 2
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF , REMARKS BY1 DATE
INSTALLATION. k•a•oom Rllcxr 1 ra•000a Rncxr
add ADA Sill,MuaFPoint lock GLI06/2311.4
3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR Add TAS 202-94 standardL09/2�Z.124
A SPECIFIC SITE, IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED
HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS
DOCUMENT.
YnrnDJl vamm[OxY Or leariW PN03.At..
4. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT ern.•sw.+o,iu:wraric cwtmnmic,enornla
RESISTANCE FOR WIND ZONE 3 OR LESS. ,•t
c ronin aoa.•r..� wr ar•l+nro
S. 6-PANEL DOOR SHOWN FOR ILLUSTRATION PURPOSES,ADDITIONAL PANEL CONFIGURATIONS AND FLUSH \� $F. .
DOORS ARE QUALIFIED. ���1..„ , O
6. NOTE: AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE (WTP) OF 9.75 PSF. •••'�•�,�Q
REMAINING SILLS NOT RATED FOR WATER INFILTRATION.IF AUTHORITY HAVING JURISDICTION REQUIRES THAT /fs) 7$:. .
PRODUCT MEETS THIS REQUIREMENT,PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY NOTE: .A.
T
OPERATING DOORS.
OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH LENGTH+OH HEIGHT IS 21.0 DOORS SHOWN ABOVE MAY BE LEFT
rv . T, Q� a
OR RIGHT HAN
ll��aY�eail(f%
�•o.xu![•wl.n ixa
TABLE OF CONTENTS
reel U•r.cr aurPoava]mx m s9s]e
SHEET REVISION SHEET DESCRIPTION Igitally signed by Hermes F.Nm,.,P.E.
easom I am approving this document
1 B TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES ate:2014.09.2615:42:34-04''00•
2 A TYPICAL ANCHOR LAYOUTS AND NOTES DATE: 02.05.14
3 A OPTIONAL 2X BUCK ANCHORING DETAILS DWG. Y: CHK. Y:
MAX.OVERALL PRESSURE(PSF) G L TJ M SSIMSS
4 A VERTICAL ASSEMBLIES NOMINALSIZE MISSILE
5 A HORIZONTAL ASSEMBLIES CONFIGURATIONINSWING OUTSWING IMPACT SCALE: NTS
6 A WOOD SUBSTRATES WIDTH HEIGHT POS. NEG RATING DWG.R:AO10851A
7 A CONCRETE SUBSTRATES % 3'-0° 1 6.1.. SO• 50 50• 50 LMI&SMI SHEET: OF8
8 A COMPONENTS&DILL OF MATERIALS 50• I 50
-SEE GENERAL NOTE 6,SHEET 1,FOR WATER INFILTRATION APPROVED SILLS.
INSTALLATION NOTES: PREPARED BY. '
1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN.
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 39af.Gnxu araa azvD-srt Fla
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. enNln acnes.n 3lxi
PN.19S31399 RS?A
3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO rAx.19ti31ra3.a-,x
' STUCCO,FOAM,BRICK VENEER,AND SIDING.
4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE.MADE OF CORROSION RESISTANT MATERIAL
W
OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR 37 1/2" O °8 x^,
MANUFACTURER'S INSTALLATION INSTRUCTIONS.
7O.A.WIDTHMAX._ 0 Z mom^•'
S. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR — 3"TYP. 4 O Z o! j
JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR 1DINTINTO FACE C2 4Z-W d
SHELL OF BLOCK.
OCL H mea
' 6. FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2K BUCK � � �y
CONCRETE/MASONRY CONSTRUCTION. I® 0 3
7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE y
FOLLOWING PROPERTIES: 2 4. w
A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. _ i C) W
B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. c� L� Cl U „
C.GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH w
OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 Q �
PSI.
D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH
OF 2000 PSI. 3 2 LL Z 9 u
"i n
Cs
B. SEE SHEETS 6 AND 7 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR Z N O vWwi F
LOCATIONS,EDGE DISTANCES,EMBEDMENTS,AND SHIM SPACING. C7
REMARKS BY DATE
9. OPTIONALLY,ANCHORS CANOE PLACED IN NARROW SECTION OF HEAD OR IAMB AS LONG AS MINIMUM / Add ADA sill.MOV-Point Lock GL 068311+
EMBEDMENT ANO EDGE DISTANCE ARE ACHIEVED.
r4ANCHORTABLE
6'8"DOORS 8'0"DOORS A2 N%ex slue xor xe xLa3aoxrrmw w,+in"iananai
'NRnt]VI Nartff H CDMLNi OI BU10,xG xaDly,lxC
Ox;NIG
ANCHOR MIN. MIN.EDGEANCHOR LAYOUT •a•���i o'°:I>« I� i:��>�aM1,;ro xo
ANCHOR TYPE SIZE SUBSTRATE EMBEDMENT DISTANCE MAX.D.C. MAX.O.C. 6•a•4fra-DDDa xucrrt S%
SPACING AT SPACING AT ��S oes F'yO
JAMBS JAMBS O fit' SF
NO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS(X)ONLY. 1'•
I 2%WOOD BUCK �1
WOOD SCREW 410 1.1/2" 3!4" 17-3/2° 17.1/4°
OR FRAMING
ITW TAPCON 3/16" CONCRETE CMU 1.1 4" 2.1/1" 17-1 2" 17-114"
: 0� °4✓Cp:r��:
! ELCOULTRACON 114° CONCRETE/CMU i-}/8°-GONG 1' 17-3/2" rl-�14- •,��5' ••••••••••
1-114"-CMU ��i fVA����`�
m"mNEWIIIIIIIii9 t�D°.ks<} `inii�Yl4u
' • Du.m xuLN,LL9)]IYI
NOTE: re"L cfal.a•lnlrouuOGn ND.nsr3
B2 DOORS SHOWN ABOVE MAY BE LEFT
2•09 X 2 112"PFH OR RIGHT HAND OPERATING DOORS.
SCREWS
DETAIL D2 25 26
2.09 X 2 112"FFH TYP.HOPPE DATE: 02.05.14
PFH SCKFAS MULTIPOINT SHOOT BOLT
PLATE LOCATION Lt
DWG.TY:1 M CSS MHK. Y:
SS
DETAIL B2 (RH PLATE SHOWN) G
TYP.HOPPE I-BOTTOM SHOOT D2 _ SCALE: NTS
MULTI-POINT SHOOT BOLT BOLT PLATE
DWG.R:A010851A
PLATE LOCATION HOPPE 131098917 ----
n
SHEET: L)FB
SILL SECTION VIEW [�HEAD SECTION VIEW
INSiMNG SNOYM OVTLWWO FIM1VIAR INSYANG SHOWN OUISWSNG NMIWI
SFF DFTM01 SQO(TM O2
PREPARED BY:
Li
BUILDING DROPS,INC.
19Ff OAxin x!:nal xl YP.,SIP))e
U4.4A Nf nSil r.')[XH
rH:I944H998ni(1
trtA:IYti4DA•,IrIH
41/2"TYP. 41/2"TYP. 1\'EB:ww+WlCw6arupsmm
1/2"OFFSET Y.
T1 C
o
>m
I ap
p U g v
n Orc
�a ml„ mg
a �¢ x O
N
w C V .3 z
h z Y
20 We
o -2
Z .
O Q �(
r3
r �
REMARKS BY DATE
Add ADA silt,tdulti-Pdn;:ocE GL 06/23(16
�TYP.ANCHOR LAYOUT
vno4ua eun Ix mHutrUr+wxus
•xo uu![i nar ru airRooucru uvnrxi�vui�
an*xam xmrnx cununr m euxorvc nwrs.iac
enunn ws.womans.Humwrnrxc.oe orow
vnxcslo sws oocvw n•
r'�•�s�+xorvrvxn! x
1 1/4"MIN.EMBED TYP. `SSS ES F.
N SEE TABLE 2X BUCK ANCHOR TABLE ••k '
C,S - � 7 7tj�_...
Ci
° App-• ( 6'8'DOORS 810"DOORS
ANCHOR MIN. MIN.EDGE MIN.CENTER A , T 4!
E w ANCHOR TYPE SIZE SUBSTRATE EMBEDMENT DIST.TO TO CENTER i OT L (0�,
C7 SUBSTRATE DISTANCE MAX.O.C. MAX.O.C.
N % '••.,,,,,..•' G�
o S SPACINGAT SPACING AT SS�4�NA1m�C,SSS`
2X WOOD BUCK 2X WOOD BUCK INSTALL. JAMBS JAMBS
w' ANCHOR PER BUCK ANCHOR TABLEswcoXJa�gJ/�Q�Lun
ITW TAPCON 1/4" CONCRETE/CMU 1-1/4" 2-1/2' 4" 25" 30-1/4" DAx�n 9tnf 45clAxH
f[rv[[knl.IX nInNURitAIIUx xU t95)t
ELCO ULTRACON 1/4" CONCRETE/CMU 1.3/8•-CONC. 1" 4" 25" 30.1/4'
(312X WOOD BUCK INSTALL. lrn 2X WOOD BUCK INSTALL. 1-1/4"-CMu
uossstoa swe!V
DATE: 02.05.14
NOTES: DWG. Y: I CHK.GL TJMSS/Y:MSS
I
1
I. 2X BUCK IS NOT FOR INSTALLATION AT SILL SCALE: NTS
_ 2. ANCHORS MAYBE STAGGERED AS SHOWN IN DETAIL 4/3. DWG-.-N:A01085 1A
SHEET: OF 8
3
PREPARED BY:
BUILDING DROPS,INC.
/% // /j/ 594[.fA4U.aLAf.fN y,Si[.11a
IM EI lXp9/ Px�(35�cL39924:2
C ti%'19 Allca Bila
t.\\\'. \Y[tl.w+v..buA.ntdeeps:em
it 11
INTERIOR EXTERIOR EXTERIOR /. INTERIOR F"I -o
4 n m S
INTERIOR ./ EXTERIOR O o d
0 S 2Q
�,
OPERABLE HEAD a
OPERABLE SILL OPERABLE SILL
4 OUTSWING SHOWN INSWING SIMILAR a INSWING OUTSWING V Wo
V/ ENDURAZAIL4565F AFCO J-2297 W
W;
F�•1
11
EXTERIOR INTERIOR REMARKS BY DATE
INTERIOR EXTERIOR / 7 INTERIOR EXTERIOR Add AUAMR,MuRFPointkock GL /23/14
10 1
7
ui
Aab man war w aemcmrteo a+awws ox
wrtna�t wamLa coRs[xr m aunaxo onooi.u+c.
,ut[unors,Aoonmm,nwl.lwn.nc.u.onca
...m.osrc rx.oxn [baoD
OPERABLE ADA SILL L 6l OPERABLE SILL 7 OPERABLE SILL
7�I
4 INSWING/OUTSWING 4 INSWING 4 OUTSWING
ENDURA HCISOOO AFCO A-276/P-2000 OPTIONAL AFCO H-497 ��• /, �•�QO
Ir
O' 9(CIR10P �4J
'Ili �1ta
DaRu.aEAGL,Ll31W/
9 INTERIOR EXTERIOR Isr[anr.cL nuLlu 1aL»n?m.:»ra
B INTERIOR EXTERIOR
DATE: 02.05.14
GL JM SS MSS
OPERABLE SILL OPERABLE SILL SCALE: NTS
— DWG.a:A010851A _
4 OUTSWING 4 OUTSWING SHEET: OF8
OPTIONAL AFCO A-117 OPTIONAL ENDURA ZOBL4565F
4
PREPARED BY:
HINGE SCHEDULE HINGE DETAIL AT JAMB:
PLACE 09 X 2.1/2"PFH SCREW NEXT TO WEATHERSTRIP a
DOOR HEIGHT QUANTITY
BUILDING DROPS,INC.
6'B" 3 .ttg L.6AN�A gLAlN RI.U.tif.AIR
R'D" 4 ia><(JSaI)aa a)3A
Y/La.wwwivg4inglmovc4m.
1
1819 1 \ uj $�$
VI
�O
INTERIOR INTERIOR \� O O p Uj
. O q (A m£a
1.09 X 2.1/2"PHILLIPS
.\ FLATHEAD WOOD SCREW R Q
\' 3.119 X 3/4"PHILLIPS
EXTERIOR FLATHEAD WOOD SCREWS W W
EXTERIOR` O ^a
4.09 PHILLIPS FLATHEAD WOOD SCREWS (7
17 USE 3/4"LENGTH FOR 6'-8-DOORS = `
USE 1"LENGTH FOR 8'-0"DOORS
n LOCK JAMB HINGE JAMB W
S OUTSWING SHOWN•INSWING SIMILAR 5 OUTSWING SHOWN-INSWING SIMILAR
REMARKS RY DATE
Add ADA sill,MuIG.Poi t Lock G1 06/23/14
9-09X13/4"PFH 3.08X2"PFH 13-08X13/8"PFH(6'.8"UNITSI
8-09 X 2 1/2"PFH W/HARDWARE 15-08X13/8'PFH(8'-0"UNITS)
W/STRIKE.HARDWARE. 16'-8'8 8'•0'UNITS) W/STRIKE HARDWARE COMES W/HARDWARE
4-MPL STRIKE PLATES 1-MPL STRIKE PLATE
4.08 X 13/8'PfH ARDSn+4 Wl V atpglUROix WRIXI M�Mt
niom v:vmex eogsexi os amm:+e oaow,iaa.
21 1-REINFORCEMENT PLATE Alna+nos:,novnons,uwnwnonc.as mn[4
20 HOPPE 111 96 +x.wrarun oxne�� yxm r[a mnuarm
0
EXTERIOR EXTERIOR
o
INTERIOR o INTERIOR c �%��•''•.,,,,,.•' dz'\\=
UANW 8(ACx,fi)1Wa
11 11 LaxcLRr.0 AUixU.a+laT an,vim
ROCKWELL MULTI-POINT LOCK JAMB HOPPE MULTI-POINT LOCK JAMB r6-\HOPPE MULTI-POINT LOCK
fj OUTSWINGSHOWN-INSWINGSIMILAR $ OUTSWINGSHOWN-INSWINGSIMILAR 5 TOP REINFORCEMENT PLATE-ACTIVE PANEL ONLY DATE: 02.05.14
DWG. Y: CHK. Y:
GL Ti SS MSS
SCALE: NTS
- --- DWG,0:A010851A
SHEET: OF8
5
PREPARED BY:
2X WOOD BUCK /Q�
W BUILDING DROPS,INC.
N N t9a t.Dara of nc+e;vo.,il<.s+e
MIN. on�xa&tate,n swa+
EDGE DIST. m WOODANCHOR
a:19�rI1s�+avR
SEE TABLE SHEET 2 W F_ SEE TABLE ONSHEET 2 sax:I9W)7 4+ A
n __I N wesusw.mc:=m;rns.ccm
SILICONE
Ii W
2%WD00 BUCK
s0
a vim
C-1
w WLLON
I- a
d is.n MAX. 2X WOOD BUCK p q Q n
WOOD ANCHOR I SHIM C
�
O m
M x
SEE TABLE ON SHEET 2 MIN.EMBED. F¢..
SEE TABLE SHEET 2 V DO
LA
HEAD (TYPICAL) JAMB (TYPICAL) OPERABLE SILL o w
6 OUTSWING SHOWN-INSWING SIMILAR 6 OUTSWING SHOWN-INSWING SIMILAR 6 INSWING-NO ANCHOR REQUIRED c00
"
ENDURA ZAIL4555F
SILICONE ^'
W.
SILICONE SILICONE
REMARKS BY DATE
2X WOOD BUCK 2X WOOD BUCK
Add ADA SiII,Mulci.noint Lxk Gt D6(Z3JIA
2X WOOD BUCK
I�rna wRuxnl re a+tRxcu:+orx x+mit oR rui
OPERABLE SILL 6 OPERABLE SILLOPERABLE SILL
�
7 'ROxOS rD INR AM
Ia9F+x0i rlY VltitDANO
6 OUTSWING-NO ANCHOR REQUIRED 6 INSWING-NO ANCHOR REQUIRED 6 OUTSWING-NO ANCHOR REQUIRED \\\\ acs F.
AFCO J-2297 AFCO A-276/P-2000 AFCO H-497 .......j. y,��//i
�i °F ...........
iii�d.(OA6p V?\\\\``
SILICONE
SILICONE SILICONE 99a t.nl{!�}1.I4,11.4 .ne
on.uw aws�n ssoo+
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DATE: 02,05,14.
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Ej J OUTSWING-NO ANCHOR REQUIRED 6 OUTSWING-NO ANCHOR REQUIflED 6 INSWING/OUTSWING-NO ANCHOR REQUIRED SCALE: NTS
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- -
SHEET: OF8
OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW
SECTION Of HEAD OR JAMB AS LONG AS MINIMUM
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.
PREPARED BY!
MIN. ///-1K WOOD BUCK
EDGE DIST. w / )OPTIONAL)
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SCALE: NTS
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SHEET: OF B
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PREPARED BY:
BILL OF MATERIALS 20 ROCKWELL MULT-POINT LOCK 21 HOPPE MULT-POINT LOCK
ITEM4 DESCRIPTION MATERIAL W/SILL SHOOT BOLT PLATE#2098911
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DWG. Y: CHK, Y:
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- I DWG.#:A010851A
SHEET: OF8
4.56"--{ 6 -__
398 East Dania Beach Blvd.
BUILDING DROPS Suite 338
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
Product Evaduaflon Report
Of
JELD-WEN, inc.
Design Pro / Smooth Pro
Impact Approved
For use outside the High Velocity Hurricane Zone (HVHZ)
for
Florida Product Approval
Report No. 27-50
Current Florida Building Code
Method: 1 —A (Certification)
Category: Exterior Doors
Sub— Category: Swinging Exterior Door Assemblies
Product: Design Pro I Smooth Pro
Impact Approved
For use outside the High Velocity Hurricane
Zone
Material: Fiberglass
Product Dimensions: 3=0"X 6'-8"(Nominal)
3'-0"X 8'-4"(Nominal)
Prepared For:
1 gD- TN, ilic. F. O,�'��.
Klamaffi Falls, OR. 976017
Prepared by:
Hermes F.
Florida Professional Engineer# 73778 �0T
2
Dat Contents:014 ''1'1i�SS'/ANAL
Evaluation Report Pages 1 —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 15:47:05-04'00'
n 1
BUILDING DROPS
m, A Perfect Solution in Every Drop Date: 09/22
Report No: 277 014
50
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
Impact Approved
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 A010851A,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 A010851A require further
engineering analysis by a licensed engineer or registered architect.
5. See Installation Instructions A010851A for size and design pressure limitations.
Hermes F. Norero, P.E.
Florida No. 73778
Page 2 of 4
I
I
BUILDING DROPS
I^^—
A Perfect Solution in Every Drop Date: 09/22/2014
r x Report No: 2750
;- 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:
• 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:
SJ W2013-196 09/03/13
SJ W 2013-129 08/09/13
SJ W 2013-231 12/03/13
SJW2013-251 12/23/13
SJ W 2013-252 12/23/13
SJ W 2013-253 12/23/13
NCTL-210-3924-01 12/18/13
NCTL210-3925-03 02/07/14
NCTL-210-3930-01 02/24/14
NCTL-210-3930-02 03/10/14
SJ W 2014-066 07/07/14
SJ W 2014-076 07/07/14
SJ W 2014-070 07/07/14
SJ W 2014-075 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
' Date. 09/22/2014
r A Perfect Solution in Every Drop Report No: 2750
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
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.
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(A010851A)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
OS. NEG.
X 3'4" 6'-8" 503 5o 50# 50 LMI &SMI
x -n - 50* 5o 50- SO LMI&SMI
Hermes F. Norero, P.E.
Florida No.73778
Page 4 of 4