HomeMy WebLinkAboutProduct Approval 08/17/2016-11:1Oam RECEPTION V:\Projects% 2014-MPSX400 Wind Charts\_Reference\00-MPS14 400 Series C&C(Current)JeH.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=0.85
INTERIOR ZONE 4 PRESSURES I EXTERIOR ZONES PRESSURES ENCLOSED STRUCTURE,FLAT TERRAIN
Mean DESIGN PRESSURES(PSF)-ZONE 4 Mean DESIGN PRESSURES(PSF)-ZONE 5 INSTRUCTIONS FOR TABLE USE:
Roof Tribute Area S Ft _ Roof TributaryArea(Sq Ft) 1. TABLES ARE INTENDED TO DEPICT-THE'WORST CASE'PRESSURES.'WORST CASE'IS
Height 10 15 201 25 ry30 ( Q 5'X40�` 45 50 eight 10 15 20 25 30 35 40 45 50 DEFINED AS THE CRITICAL'GONDITTON OF ANY_UNKNOWN VARIABLE AS DESCRIBED BELOW.
7H USE OF CRITICAL CO DI NS REQUIRED FOR USEiWITH THESE TABLES.
-41.0 -40. -39.3 8.7 -38.3 -3 F9r 6T}373% 3�Oj �0-15 ft '50.6 -48.6 -47.2 -46.1 -45.2 -44.5 -43.8 -43.2 -02.7 2. TABLES VALID O LY%FO( BUILD NGS OF'.MEAN'ROOF HEIGHT AS LIMITED ABOVE.
0-15 k 1 �"' ' 3 TABLES VALID F R'ALL ROOF:TI�PESr&SLOPES.APPLICABLE REDUCTIONS FOR ROOF SLOPES
+37.8 +36. +36.1 35.5 +35.1 + 4.7�. 4 4 +34:1`X33 81'; +37.8 +36.8 +36.1 +35.5 +35.1 +34.7 +34.4 +34.1 +33.8 LESS THAN 100 SHA L BE_.PERFORMEp BY AN'EfVM EER AS A SITE SPECIFIC CONDITION.
-41.6 -40.5 -39.3 -38.8 3,4fft38 }3.8 376:, -51.3 -49.3 -47.8 -46.7 -45.8 -45.1 -44.4 -43.8 -43:3 4.IDENTIFY THE B ILppING`MEgj ,(AVERAGE)ROOFHEIGHT.IFTHE MEAN ROOF HEIGHT
16 ft t �i- 16 ft CANNOT BE IDENTIFI D;IUSE THE;PEAK'.ROOF;HEIGHT.
+38.3 +37.3 +36.6 +36.0 +35.6 +3 .21'`34,9 1+34:6 +34:3" +38.3 +37.3 +36.6 +36.0 +35.6 +35.2 +34.9 +34.6 +34.3
5. ALWAYS ROUND UP_.R'OOF-HEI_, TO;NEXTiT_BLE VALUE OR CONSERVATIVE ASSUMPTION.
-42.1 -41.1 -40.3 -39.8 -39.3 -38.S =38.6'�38.0`=
's=38:0 -52.0 -49.9 -48.5 -47.3 -46.4 -45.6 -45.0 -44.4 -43.8 6. CALCULATE THE TRIBt7T'ARYJIREA:-OF,THE OPENING IN QUESTION(HEIGHT"WIDTH)OR
17 k +38.8 +37.8 +37.1 +36.5 +36.0 +35.6 +35.3+35 Q='F34.7 17 k +38.8 +37.8 +37.1 +36.5 +36.0 +35.6 +35.3 +35.0 +34.7 THE SPAN LENGTH(HEIGHT)MUCTIPLIEDBY 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
18 ft ETWEEN STRUCTURAL MULL.S. IF THE TRIBUTARY
+39.3 +38.2 +37.5 +36,9 +36.5 +36.1 +35.7 +35.4 +35.2 18 ft +39.3 +38.2 +37.5 +36.9 +36.5 +36.1 +35.7 +35.4 +35.2 AREA OPENIOF AN OPENGS ONLY- NG CANNOT BE IDENTITHIS INCLUDES AREAS FIED,THE MOST CRITICAL(0 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 -S3.8 -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.
B. 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, 4T.7_i X47.0- -46.4 -45.8 MUNICIPALITY IN ACCORDANCE WITH CODE.
21 ft +q0.6 +39.5 +38.7 +38.2 +37.7 +37.3 +36.9 +36.6 +36.3 21 ft +40.6 +39.5 +38.7 +38:2 +37,7`-+32.3 +36.9'ct368 +36.3 9. FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A
-44.4 -43.4 -42.6 -42.0 -41.5 -41.1 -40.7 -40.4 -40.2 -54.9 -52.7 -51.2 5..0 "4 67 Z�44& �"=47,5 -'46:8 -46.3 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE.
+41.0 +39.9 +39.1 +38.5 +38.0 +37.6 +37.3 +37.0 +36.7 +41.0 +39.9 +39.1 +3,8:5 38,0•+37:6"n+3T:3/,+97.0 +36.7 GENERAL NOTES:
-44.9 -43.8 -43.0 -42.4 -41.9 -41.5 -41.1 -40.8 -40.5 -55.4 -53.2 -51.6 -50.4ff'49.5'148:6';-47:9..-47.3 -46.7
23 ft 23 ft L;1 t`^: „,ey„)`•� 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 +34:9. +38 4='�3ilJ0 ..+37.6 �t3'7,.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 "44:9,x49.1`$cu:4 "-47:7 -47.1 CRITERIA AS OUTLINED HEREIN.
24 ft 24 h - r .'' 2.DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND SPEED AND
+41.7 +40.6 +39.8 +39.2 +38.7 +38.3 +38.0 +37.6 +37.4 +41.7 +40.6 +39.8 +39.2 +38.7•X38'1,9:-+38.0 +37.6 +37.4 EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR AS
-45.7 -44.5 -43.8 -43.1 -42.6 -42.2 -41.9 -41.5 -41.3 -56.4 -54.1 -52.6 -51.3 -50.3 -49.5 -48.8 -48.1 -47.5 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES
25 k +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 25 k +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 NOT VALID FOR HILLY TERRAIN.INTERNAL PRESSURE COEFFICIENT(GCpl=+/-0.18)FOR USE
WITH AN ENCLOSED STRUCTURE ONLY.VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH
-46.0 -44.9 -44.1 -43.5 -43.0 -42.6 -42.2 -41.9 -41.6 -56.8 -54.6 -53.0 -51.8 -50.8 -49.9 -49.2 -48.5 -47.9 LOCAL BUILDING DEPARTMENT.HVHZ=HIGH VELOCITY HURRICANE ZONE.TABLES ARE FOR
26 ft +42.4 +41.3 +40.5 +39.9 +39.4 +39.0 +38.6 +38.3 +38.0 26 ft +42.4 +41.3 +40.5 +39.9 +39.4 +39.0 +38.6 +38.3 1+38.0 WALLS AND VERTICAL SURFACES ONLY.
3.THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY
-46.4 -45.3 -44.5 -43.9 -43.3 -42.9 -42.5 -42.2 -41.9 -57.3 -55.0 -53.4 -52.2 -51.2 -50.3 -49.6 -48.9 -48.3 VALID WHEN SIGNED&RAISED SEALED BY FRANK L.BENNARDO,P.E.
27 ft +42.8 +41.6 +40.8 +40.2 +39.7 +39.3 +38.9 +38.6 +38.3 27 ft +42.8 +41.6 +40.8 +40.2 +39.7 +39.3 +38.9 +38.6 +38.3 4.THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED.
-46.8 -45.6 -44.8 -44.2 -43.7 -43.2 -42.9 =42.5;--42.2___ 28 ft -57.7 -55.4 -53.8 -52.6 -51.6 -50.7 -49.9 -49.3 -48.7 USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY,EXPOSURE,AND OTHER
28 k COEFFICIENTS LISTED-HEREIN SHALL-BE,DICTATED AND VERIFIED BY THE GOVERNING
+43.1 +42.0 +41.2 +40.5 +40.0 +39.6 -+39 2 -+3$.9 +38 6- .�: +43.1 +42.0 +41.2 +40.5 +40.0 +39.6 +39.2 +38.9 +38.6 BUILDING DEPARTM NIT-AND PERMI.T_-HOLDER7NO;Y),!ARRANTY FOR APPLICABILITY OF TABLE
-47.1 -46.0 -45.1 -44.5 -44.0 -4 .6�=43 L 429 -42 6 !' -58.1 -55.9 -54.2 -53.0 -51.9 -51.1 -50.3 -49.7 -49.1 VALUE USE IS OFFERD,HEREIN
29 ft i It-�-w!i- i 29 k 5. THIS SPECIFICATION IS•NOS•INTENDED TOrQFFER ANY PRODUCT APPROVED
+43.4 +42.3 +41.5 +40.8 +40.3 +3 .9.�39 5 +39:2 i,+38�i +43.4 +42.3 +41.5 +40.8 +40.3 +39.9 +39.5 +39.2 +38.9 CERTIFICATION. REFjER'TO AN1�SE2ARATELY`;SUEMITTED TEST CRITERIA AND OTHER
-47.4 -46.3 -45.5 -44.8 -44.3 -4 9�=435 X43`2 -02i9 -58.6 -56.3 -54.6 -53.3 -52.3 -51.4 -50.7 -50.0 -49.4 APPROVALS FOR DES GTu`BrIN$1'ALCATION`INFORMATION AND APPLICABILITY OF THESE TABLE
30 ft I� 1l 30 ft VALUES WHICH IS TQ,I BE VERIFIEDaBY'OTHEgS IN ACCORDANCE WITH GOVERNING CODES.
+43.7 +42.6 +41.8 +41.1 +40.6 +40.2 +,39 8 _+39:5 +39.2 � +43.7 +42.6 +41.8 +41.1 +40.6 +40.2 +39.8 +39.5 +39.2 6.ADHERE TO ALL LOC-ALAMPAE'fiP,RO-CECI$0 .' .STEM ORDINANCES.
32 k -48'1 -46.9 -46.1 -45.4 -44.9 -44:5= 44,1_=x;43.8`,443:5-`��'32 k -59.4 -57.0 -55.4 -54.1 -53.0 -52.1 -51.4 -50.7 -50.1 7. NO CERTIFICATION"IS_OFFERED�FOR+THE INTEGRITY OF THE HOST STRUCTURE.
''`"'.t�. 8.EXCEPT AS EXPRESSLY PROVIDtiD HEREIN,NO ADDITIONAL CERTIFICATIONS OR
+44.3 +43.2 +42.3 +41.7 +41.2 +40.7 +40.3'340FQ-._4&.7 +44.3 +43.2 +42.3 +41.7 +41.2 +40.7 +40.3 +40.0 +39.7 AFFIRMATIONS ARE INTENDED.
35 ft -49'0 -47.8 -47.0 -46.3 -45.8 -45.3 -44.9 -44.6 -44.3 35 ft -60.5 -58.1 -56.4 -55.1 -54.0 -53.1 -52.3 -51.7 -51.0 0 n 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%OF MRH,
50.4 49.2 -48.3 -47.6 -47.1 -46.6 -46.2 -45.9 -45.5 62.2 -59.8 -58,0 -56.7 -55.6 -54.6 -53.8 -53.1 -52.5
WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HORIZONTAL HEIGHT
40 ft +46.5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 40 ft +46.5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 DIMENSION OR USE ZONE 5 IF AT ALL IN QUESTION.CONSULT MEAN
AN ENGINEER FORR A MORE
MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF
-51.7 -50.4 -49.5 -48.8 -48.3 -47.8 -47.4 -47.0 -46.7 45 ft -63.8 -61.3 -59.5 -58.1 -57.0 -56.0 -55.2 -54.5 -53.8 EAVE HEIGHT
45 ft
+47.6 +46.4 +45.5 +44.8 +44.2 +43.8 +43.3 +43.0 +42.6 +47.6 +46.4 +45.5 +44.8 +44.2 +43.8 +43.3 +43.0 +42.6 a a ROOF
50 k -52.8 -51.5 -50.6 -49.9 -49.3 -48.9 -48.4 -48.1 -47.7 soft -65.2 -62.6 -60.8 -59.4 -58.3 -57.3 -56.4 -55.7 -55.0 HEIGHT
+48.7 +47.4 +46.5 +45.8 +45.2 +44.7 +44.3 +43.9 +43.6 +48.7 +47.4 +46.5 +45.8 +45.2 +44.7 +44.3 +43.9 +43.6
55 ft -53.9 -52.6 -51.7 -50.9 -50.3 -49.9 -49.4 -49.0 -48.7 55 ft '66.5 -63.9 -62.1 -60.6 -59.4 -58.4 -57.6 -56.8 -56.1 5 I ® 5 ® ® ✓a
+49.7 +48.4 +47.4 +46.7 +46.1 +45.6 +45.2 +44.8 +44.5 +49.7 1+48.4 +47,4 1+46.7 1+46.1 +45.6 1+45.2 1+44.8 +44.5 a
-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
60ft +50.6 +49.3 +48.3 +47.6 +47.0 +46.5 +46,0 +45.7 +45.3 L60ft +50.6 +49.3 +48.3 +47.6 +47.0 +46.5 +46.0 +45.7 +45.3 WALL ZONE FIGURES ,\I' , 'T_SGM�TRIC
s
rn o REMARKS DRWN CHKD DATE 1j vT
p INIT ISSUE GSS TSB 03/05/12 5TH ED. FLORIDA BUILDING CODE ENGINEE�II<` o :. np
m 3 y REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 (20141 EXPRESS,°;III _}s`': ); �� 9 Zom
/ �,
REV 2014 FBC DGM TSB 06/10/15 I O p z
ASCE 7-10 CHAPTER 30 CORPORATE OFFICE: I = Z
z Cn m ' 160 SW 12th AVENUE, SUITE',106- z m z
4 F. DESIGN LOADS FOR COMPONENTS &CLADDING DEERFIELD BEACH, FL 334429 ) 1
THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, MASTER PLAN SHEET P:(954)354-0660 F:(954)354-044.7, z M - '"
AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT CERT OF AUTH#9885 i z 3 �J m
p r WRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS, 1 E:HELLO@ENGINEERINGEXPRESS.COM Iz�z .v~,
(.✓<7 ADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT ASCE 7- 10 \ r , '
o PERMITTED AND INVALIDATE OUR CERTIFICATION. ENGINEERINGEXPRESS.COM ` ilI'�, m
Florida Building Code Online
r r! ir� ✓.�-&t k�r,kro va N -,�fi d j uy..•� ���4`�"5�.,��"3",'�u n".SF,y„` r� � q^ �Y ate r � 1�% �!� �..._
L a i R
i ��.R:'��F����{Wf lJ��`°,.. ������ ��F ttl,"�'�$ �.J+ " ���' r�' - � +'�`�"`�f,�"��",� � im�� "� � •. •� a;a,i;;,
b BCIS Home Log In s User Registration Hot Topics _ Submit Surcharge�E Stats&Facts Publications FBC Staff BCIS Site Map j Links I Search I
�l A3,MAgo Product Approval
USER:Public User
47
d .
Product Aoorova I Menu>Product nr Arohcation Search>Aoolication List>Application Detail
l
FL# FL13541-Rll
Application Type Revision
Code Version 2014
a Application Status Approved
3 *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
Comments
Archived 0
Product Manufacturer JELD-WEN
Address/Phone/Email 3737 Lakeport Blvd
Klamath Falls,OR 97601
(800) 535-3936
fbcl@jeld-wen.com
' Authorized Signature Kaede McLaughlin
fbcl@jeld-wen.com
Technical Representative JELD-WEN Corporate Customer Service
Address/Phone/Email 3737 Lakeport Blvd.
Klamath Falls, OR 97601
(800) 535-3936
gg customerserviceagents@jeld-wen.com
t
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
I
Compliance Method Certification Mark or Listing
Certification Agency National Accreditation&Management Institute
3 Validated By National Accreditation&Management Institute
� w
Y
Referenced Standard and Year(of Standard) Standard Year
AAMA 1304 2002
ASTM E283 2004
ASTM E33O 2002
TAS 202 1994
( , Equivalence of Product Standards
Certified By
Ittip:/hvww.floridabttilding.org/pr/pr_app_dtl.aspx?paratn=wGEVXQwtDquynOPErOHeeZaoNzG36psAMw5%2bzBiYgmttidUlePSNpA%3d%3d[I 1/8/2016 2:32:47 PM]
Florida Building Code Online
t
Product Approval Method Method 1 Option A
Date Submitted 09/18/2016
Date Validated 09/21/2016
Date Pending FBC Approval
Date Approved 09/25/2016
� 1
Summary of Products` — - -
z
FL# Model,Number or Name, Description
13541.1 Design Pro/Smooth Pro Single(X) Opaque 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: No FL13541 R11 C CAC NI011906.01-R4.pdf
C Approved for use outside HVHZ:Yes FL1.3541 R11 C CAC NI01.1906 R4.pdf
l
Impact Resistant: No Quality Assurance Contract Expiration Date
( Design Pressure: +50/-50 03/30/2018
Other: Installation Instructions
j F ]3541 R1 1 II A010831A SS 2014-0 -26.odf
Verified By: Hermes F. Norero 73778
Created by Independent Third Party: Yes
Evaluation Reports
[ _ FL1.3541 R11 AE PER2742 SS 2014-09-26.pdf
1
13541.2 (Design Pro/Smooth Pro Single(X) Glazed Fiberglass Door, 3'-0"x 6-8"and 3'-0"x
8'-0",Inswing and Outswing
Limits of Use Certification Agency Certificate
i Approved for use in HVHZ: No FL13541 R11 C CAC NI011921.01-R4 odf
Approved for use outside HVHZ:Yes FI..1 541 R11 .A N10 1-R5.pdf
Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure:+50/-50 03/30/2018 I
Other: Installation Instructions
FL13541 R11 II A010832A SS 2014-09-26.odf I
4
Verified By: Hermes F. Norero, P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports j
FL13541 R11 AE
P R 743 SS 014-09- 6 r)df
Created by Independent Third Party: Yes
8'-0", Inswing and Outswing
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL13541. R11 C CAC NI011907 01-R4.r)df
Approved for use outside HVHZ: Yes FL1.3541 R11 C CAC N1011907-R4.pd
Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure: +50/-50 03/30/2018
Other: Installation Instructions
FL_1.3541 R11 II A010833A SS 2014-09-26.pdf
Verified By: Hermes F. Norero 73778
Created by Independent Third Party: Yes
y Evaluation Reports
FL13541 R11 AE PER2744 SS 2014-09-26.odf
Created by Independent Third Party: Yes
13541.4 Design Pro/Smooth Pro Double(XX)Glazed Fiberglass Door, 6'-O"'x 6'-8"and 6'-0"x
3 8'-0",Inswing and Outswing
i
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL13541 R11 C CAC NI011908.01-R5.pdf
Approved for use outside HVHZ:Yes FL13541 R11 C CAC NI011908-R5.odf '
I Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure: +50/-50 03/30/2018
Other: Installation Instructions
FL13541 R1 1 II A010834A SS 014-0 -' 6.pdf
Verified By: Hermes F. Norero 73778 f
.: Created by Independent Third Party: Yes j
! Evaluation Reports
[ ,l FL13541. R11 AE PER2745 SS 201.4-09-26. dfdf
i
littp://www.noridabtiilding.org/pr/pi_app_dtl.asps?param==%vGEVXQwtDquynOPErOHeeZaoNzG36psAMw5%2bzBiYgmuidUlePSNpA%3d%3d[I 1/8/2016 2:32:47 PM]
Florida Building Code Online
Created by Independent Third Party: Yes i
13541.5 Design Pro/Smooth Pro Single with side lite(s) (X,O/O,X/O,X,O) Opaque Fiberglass
Door,9'-0"x 6'-8"and 9'-0"x 8'-0", Inswirig and Outswing
1 Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No Fl-13541' R11 C CAC NI011.910.01-R5.udf
Approved for use outside HVHZ:Yes FL.13541 R11 C CAC NIO11910 RS.Ddf
Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure: N/A 03/30/2018
Other: Installation Instructions
'. FL13541 R11 II A010835A SS 201.4-09-26.1df
Verified By: Hermes F. Norero 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL13541 R11 AE PER2746 SS 2014-09-26.pdf
Created by Independent Third Party: Yes
13541.6 Design Pro/Smooth Pro Single with side lite(s) (X,O/O,X/O,X,O)Glazed Fiberglass F
Door,9'-0"x 6'-8"and 9'-0"x 8'-0", Inswing and Outswing E
Limits of Use Certification Agency Certificate
t, Approved for use in HVHZ: No FL13541 R11 C CAC NIO11923,01-R5.0f
Approved for use outside HVHZ:Yes Ft 13541 R11 C CAC NI01.1923-R5,od j
Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure: N/A 03/30/2018 i
Other: Installation Instructions
FL13541 R7 II 1344 .6.odf
g Verified By: Hermes F. Norero 73778 i
Created by Independent Third Party: Yes
I Evaluation Reports
FL13541 R11 AE PER2747 SS 2014-09-26,pdf I
Created by Independent Third Party: Yes
13541.7 Design Pro/Smooth Pro Double with side lite(s) (XX,O/O,XX/O,XX,O) Opaque
-0"x 6'-8"and 12'-0"x 8'-0", Inswing and
Fiberglass Door, 12'
Outswing
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No
FI-13541 R11 C CACN1011911.01-135.0f
n Approved for use outside HVHZ:Yes
FL13541 R1 AC NI01]9]1-R5 Rd�
Impact Resistant: No Quality Assurance Contract Expiration Date
f
Design Pressure: N/A 03/30/2018
Other: Installation Instructions
FL13541 R11 II A01.O837A SS 2014-09-26.pdf
„ ] Verified By: Hermes F. Norero 73778
V Created by Independent Third Party: Yes
Evaluation Reports
l
FL13541 R11 AE P R 748 SS 2014-09-26,12df
Created by Independent Third Party: Yes
13541.8 s Design Pro Smooth Pro Double with side lite XX,O/�O,XX/O,
9 / ( ) ( XX,O)Glazed
` Fiberglass Door, 12'-0"x 6'-8"and 12'-0" z 8'-0", Inswing and
Outswing
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL_1_3541 R11 C CAC NI011912.01-R5 1df I
Approved for use outside HVHZ:Yes FL13541 R11 C CAC 1\1IO11912-M,odf
Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure: N/A 03/30/2018
Other: Installation Instructions
% , , FL13541 R11 II AO O838A SS 2014-09-26.gdf
Verified By: Hermes F. Norero, P.E. 73778
Created by Independent Third Party: Yes ;
Evaluation Reports
FL13541 R11 AE PER2749 SS 201.4-09-26.pdf
Created by Independent Third Party: Yes
F
. Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
2 The State of Florida is an AA/EEO employer.Coovriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement is Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section
http://Nvww.floridabuilding.org/pr/pr_app_dtl.aspx?paramwGEVXQwtDgtiytiOPErOHeeZaoNzG36psAMw5%2bzBiYgmtiidU]ePSNpA%3d%3d[I 1/8/2016 2:32:47 PM]
Florida Building Code Online
7 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have
one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do notiwish to supply a personal
address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,
please click here.
Product Approval Accepts:
WN EE M
k
Credit Card
Safe
http://Nvww.floridabtiilding.org/pr/pr_app_dtl.aspx?parain=%vGEVXQwtDquynOPErOHeeZaoNzG36psAMw5%2bzBiYgmuidU]ePSNpA%3d%3d[11/8/2016 2:32:47 PNII
NOTICE OF PRODUCT CERTIFICATION
p CEATIF764i�
' �4` Acc ?�.y� CERTIFICATION NO: NI011921.01-R4
DATE: 03/26/2014
r
CERTIFICATION PROGRAM: Structural
py.�.- '� COMPANY: JELD-WEN
CODE: 1822-1
paoti REVISION DATE: 08/18/2016
To verify that the"Notice of Product Certification"is valid,please visit www.NAMICertification.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"
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-2466nun(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/SJW2013-251/SJW2013-
252/SJW2013-253/NCTL-210-3 925-03/SJW2014-032/NCTL-210-3 930-
01/NCTL-210-3930-02/SJW2014-068/SJW2014-071/SJW2014-
069/SJW2014-079/W-1672/W-1697/W-1783
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
NOTICE OF PRODUCT CERTIFICATION
". c nrtt rc
r'`'cc"��t� CERTIFICATION NO: NI011921-R5
" DATE: 03/26/2014
.. y� CERTIFICATION PROGRAM: Structural
COMPANY: JELD-WEN
CODE: 1822-1
REVISION DATE: 08/18/2016
To verify that the"Notice of Product Certification"is valid,please visit www.NAMICertification.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"
3737 Lakeport Boulevard Fiberglass Glazed
Klamath Falls, OR 97601 In-Swing or Out-S«ing 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-15871nm(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/SJW 2014-032/NCTL-210-3930-01/NCTL-210-3930-02/SJ W2014-
068/SJW 2014-071/SJW2014-069/SJ W2014-079/W-1672/W-1697/W-1783
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
37 1/2"MAX. PREPARED BY:
O.A.WIDTH
JELDIVEN5 437 1/2"MAX.~O.A.WIDTH MAX._� BUILDING DROPS,INC.
W I N I)0 W S & D O O R S 6INFI-.51c7\7
lift
2 DaNln oEaclr.n alroi
5 < Prr.IDSiI?49ai)tl
6
1-1951) 4A138
WEB:ruw.bVedngdrVV..wm
DESIGN PRO/SMOOTH PRO FULL LITE e 6
NON—IMPACT - _ 4 0
6 D D 4 O
DO ti w 4 D 2 5 0 T
FOR USE OUTSIDE THE HIGH VELOCITY HURRICANE ZONE(HVHZ) ;;w 5 6 3 m s e ACTIVE 0 =o (Dz o W
9 s ti W J wLL.Na
LL 5 9 ACTIVE Z LL s z p Q 5
�3a s s
3 O Z
v o�
z Z
GENERAL NOTES: >to 0 = ?¢ O z W '�g
L)
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT
INTERNATIONAL BUILDING CODE(IBC),INTERNATIONAL RESIDENTIAL CODE(IRC),AND FLORIDA BUILDING CODE cc Lj Z
y J
(TBC),EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: Q •
• ASTM E330-02 Z W WDc
• ASTM E283-04LL L J Lu
• AAMA 130402O V CC
•
TAS 202-94 3 4 5 6 7-V-8-V-9'\ 3 4 5 G ) B 9
4 4 4 4 4 4 6 4 d 4 a 4 0 d d w le
P.ELEVATION 1 n TYP.ELEVATION 2
2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE 1 6'd'DOOR HEIGHT j ew DDDRNEl 1 t]C
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE X w p•
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
-INSTALLATION. ~O.A.WIDTH+
.....................................................
it
3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR REMARKS BY DATE
Add ADA sill,MDI[i�PDint Lotk GL o6/OS/14
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 4i Add TAS 202.94 standard SM 09/22/14
DOCUMENT.
4. APPROVED IMPACT PROTECTIVE SYSTEM 15 REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT En Ij
RESISTANCE. "
Z "I>lva(U.Nt'nIDlNt vavvtM\YO tlUItUN:U UNUN,IN(
W N I gNHULIrWNUr N(QFAE1IOf EUI lL11-11 DN P4N1
A Z WIIMUUI WxItrFNCUN]ErvI OF tlUItUiNG NNUM.INC.
5. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS.SEE SHEETS FOR GLAZING DETAILS. C7 00¢ O nu Enanons,mm�lons. rmpr o TTED
Z LL �, RDNGS INVAS DOW CryIApCNDTfEPMITT[DAFID
6. FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BLINDS BETWEEN z b[NJ
GLASS,DECORATIVE,AND EXTERNAL AND INTERNAL WROUGHT IRON.VENT LITES ARE QUALIFIED FOR 6'-8" 3 p �� 0 ``�S�S �eS F•ry0'4''i��i
DOORS ONLY.RADIUS(SHAPED)LITES ARE QUALIFIED FOR 6'-8"DOORS AT DP♦/-50 PSF ONLY. 0?Q t-- .,,pO
/ �Q
7. NOTE: AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSSURE (WTP) OF 9.75 PSF. m p! 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 o '. 40
ACTIVE = •b T T ✓r
OVERHANG SUCH THAT OVERHANG(011)RATIO=OH LENGTH a OH HEIGHT IS 2 1.0
••......•• c�
n TYP pELETELEVAIONAL VENT TION
6MTN LITE ''tlE.. 7 N"u
NOTE: SEE SNEET6 FOR GVSING DETAILS a�xu xrn°I Fl.rrnn.
- TABLE OF CONTENTS fB....
E t't ' gUINUNVAEIUN NO.1'JS18
DOORS SHOWN ABOVE MAY BE LEFT
SHEET REVISION SHEET DESCRIPTION OR RIGHT HAND OPERATING DOORS. Digitally signed by Hermes F.Norero,P.E.
Reason:I am approving this ocument
d
1 B TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES Date:2014.09.2614:47:32-04'00'
MAX.OVERALL DESIGN PRESSURE(PSF)
2 A TYPICAL ANCHOR LAYOUTS AND NOTES NOMINAL SIZE MISSILE DATE: 02.05.14
3 A OPTIONAL 2X BUCK ANCHORING DETAILS CONFIGURATION INSWING OUTSWING IMPACT
4A VERTICAL ASSEMBLIES WIDTH HEIGHT RATING DWG. Y: CHK. Y:
M96 J" os. NEG. GL/TJM SS MSS
5 A HORIZONTAL ASSEMBLIES X 3'-0" 6'-8" 50• 50 50' 50 NON-IMPACT SCALE: NTS
6 A GLAZING DETAILS 50- 50 - —-- DWG:a:-A01083-2A
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• S0 50' 50 NONIMPACT w
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 15 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 3BR c.Dnrvm nmca BLVD.
CONSTRUCTED OF A NON-COMPRESSIBLE COMPOSITE OR BETTER. .—A BEA H.a33ro4
P%+.IBS` 770
3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO fAx:lO54)74i.4738
wEB:nvw.b"r�dngdrDD%x'Dnl
STUCCO,FOAM,BRICK VENEER,AND SIDING.
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 o 0
MANUFACTURER'S INSTALLATION INSTRUCTIONS. 37 1/2"MAX. 1/1 3 m o
O.A.WIDTH j F o m d
S. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR 3"TYP— — p Z a a
JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE
_ SHELL OF BLOCK. C2 C2 4 U p
hcL z
6. FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK O:E Q
CONCRETE/MASONRY CONSTRUCTION. IN–
�
7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE 0y
FOLLOWING PROPERTIES: 4 >- F-+�
A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. g WD
B. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. 2 w w J CO "
C. GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH tip= m m h
OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 !Q-
P51. ^ z s U
D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH z u = B z z
OF 2000 PSI. z z z Q W+
�3a a a
Ci
8. SEE SHEETS 7 AND 8 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR O O z¢ w p w r r
_ n n
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 A5 MINIMUM Add ADA sill,Multi Poi"t lack 6L 06!05/14
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.
a
ANCHOR TABLE -
uu un+LNr a Ixc vxmury o B
6'8"DOORS 8'0"DOORS A2 A2 ANBSIIAu Nm 51411—1—W W170. OPA
Wu HUO1 WRmw caNSFNI of nmuuNG axon,INr.
/ y 1TYP.ANCHOR LAYOUT AL1ERAIIONiA001110N5, GIILIGHfINOPOR OIN[x
ANCHOR MIN. MIN.EDGE 2 RrIN iorvps Dora�I �NDrr r.+mcDANo
ANCHOR TYPE SUBSTRATE 6'8'0x'-0'DOOP HEIGHT " F. LN
512E EMBEDMENT DISTANCE MAX.D.C. MAX.D.C. �"% N ''
� �
SPACINGAT SPACINGAT ��� S c•• �
i
JAMBS JAMBS � �� Q' .......
• F ��
NOTE: ��Z�'• ••:�17 ��
2X WOOD BUCKNO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS(X)ONLY.
WOOD SCREW 1110 OR FRAMING 1-1/2" 3/4" 17-1/2" 17-1/4" =* 2 7
ITW TAPCON 3/16" CONCRETE/CMU '1-1/4" 2-1/2" 17-1/2" 17-1/4" "0T
'SOT C DP:'?4:
ELCO ULTRACON 1/4" CONCRETE/CMU 1-3/8"-CONC. 1" 17-1/2" 17-1/4" ��i�s•••••...•.•••�G�```�
1_1/4--CMU
IT ,14
TAPC N C CRETE CM 1-I 4 1' 10 14-3/8" wB L.undi lltd,,iw-L�dax
DArvin xrA<!x FI uLvn
fxrE CExc Df amxD mnur+xD.ws>a
B2 2-A9 X 21/2"PFH
SCREWS
DETAIL 02 25 26 DATE: 02.05.14
2-Y9 X 2 1/2-PFH TYP.HOPPE
PFH SCREWS DWG. Y: CHK. Y:
MULTI-POINT SHOOT BOLT ss/mss
PLATE LOCATION GL/TJM
DETAIL B2 (RH PLATE SHOWN) - SCALE: NTS
- - TYP.HOPPE I-BOTTOM SHOOT - 1)2 - - -- -- DWG..-M:-
MULTI-POINT SHOOT BOLT BOLT PLATE A010832A-
LOCATIONHOPPE K2090911
SHEET: OF 9
SILL SECTION VIEW HEAD SECTION VIEW
z INSWINGSHOWN OUiSLViNG51MILAR Z INSWING SHOWN OOTSWINGSIMILVL
SEE Eex SEE DETAIL D3
PREPARED BY:
BUILDING DROPS,INC.
3981.DAN.D-11 DLVD,W 319
DANIA KA Ii.GI 33M 1
PN.19541399 tl.1.
GA.:19541341.4136
4 1/2"TYP— 1/2"TYP. wkD:+.+...e"ama6m"D:.foal
11/2"OFFSET
TVP.
J an
mm
0 T
a�m?
Od~ Y J '¢`v~ai
m v v a
p� Co w
m O� X mge
2 Cu Ut
J
z z K W=
00
a U
� O a
= W �
J
_ REMARKS BY DATE
Add ADA sill,Multi-Point Lock GL 06/05/14
[1Z P.ANCHOR LAYOUT
DUNAL ZX HUM IN CON WE,E/MMONAY 1
xIT UUO51NU.N(Uhlixl iS INt YNW`OOTUr BVIIUN�UNUvS,In(
IN0,DE A[GPODUC[U M IYIIOLf DR P4fl,
INUVI WAITikN(UNSkrvI Of tlUWXrIG UNUIS,IxC.
ALIENg110N5,4DUx10N5,
00[V II•GILLIGIIIr 11-1—AND
1 ONIriLDAD A
PgNGS IoilIi6EIy1.+65N] YMMD
1 1/4"MIN.EMBED TYP. ♦J��IS F. O
/
v~i SEE TABLE 2X BUCK ANCHOR TABLE ` \ i ••
00
O I p•f••O• 6'8"DOORS I"..DOORS = -10 T T O LZ:
Z ZI41j Z�
ANCHOR MIN. MIN.EDGE MIN.CENTER 'PO••• P
ANCHOR TYPE SIZE SUBSTRATE EMBEDMENT DIST.TO TO CENTER % ,n CQ'R'1l7
N P - SUBSTRATE DISTANCE MAX.O.C. MAX.O.C. i� �♦ G,\ ♦♦
�+ SPACING AT SPACING AT /i S
o I 2X WOOD BUCK INSTALL. JAMBS JAMBS ///,�IS���'��0��\♦♦♦
' `2X WOOD BUCK ANCHOR PER BUCK ANCHORTABLE
ITWTAPCON 1/4" CONCRETE/CMU 1-1/4" 2-1/2" 4" 25" 30-1/4" DANNF[A<H,i1.13flOq
Yur(anr.oG aulnuN rn1lDx x0.r sr6
ELCO ULTRACON 1/4" CONCRETE/CMU 1-3/6"•CONE. 1•' 4" 25"
�2X WOOD BUCK INSTALL. �2X WOOD BUCK INSTALL. "-cMu
CA0655KfIDN V fi1DC YIFW
DATE: 02.05.14
NOTES: DWG. Y: CHK. Y:
1. 2X BUCK IS NOT FOR INSTALLATION AT SILL. G L/TJ M 1 SS MSS
SCALE: NTS
- -2..--ANCHORS MAYBE STAGGERED AS SHOWN IN DETAIL 4/3. - - -- - ---DWG.-a:-A010832A--
SHEET: OF9
3
PREPARED BY:
//���j�j� j/ �� BUILDING DROPS,INC.
N.C.onxwn[npl Rl.m.sTc.:IVI
o OnNm—1 n vena
fAY:1954I744.4738
. 11 11 wLG'nww.bpldnedlap�.Lvm.
INTERIOR EXTERIOR EXTERIOR INTERIOR
INTERIOR
F ..
4 r INTERIOR EXTERIOR
Ta m o e
C ] 5
ti
f.......Ll w '^d
d LL a
LU ra
mea
1 OPERABLE HEAD 3 OPERABLE SILL 4 OPERABLE SILL z Q Mg LL
(� OUTSWING SHOWN-INSWING SIMILAR (� INSWING a f OUTSWING O J �t�y
ENDURAZAIL4565F ~% AFCO 1-2297 q Q P—+�
U
� � c
w w
p > {�r
INTERIOR
INTEAIOA EXTERIOR INTERIOR � EXTERIOR REMARKS BY DATE
1D / T — Add AOA sill,Multi-Point Lock GL 00/05/14
Lq
cERULLNTYOi awlm .INE
I+land nuu xoi nc n;cannucm IN n+roii Gn rwl]
OPERABLE ADA SILL 6� OPERABLE SILL OPERABLE SILL. LYRItiEN(ONSFNIOItlWLUnK UMORf.INt:.
C ` AIIENAl10N5,40UIT0Na,ITGI1UGNnNG,OR—lER
L , 1 ARIIN651011115 UOCU IMAtlINOI V[XMITLEDANU
NVA,. M1MII
4 INSWING/OUTSWING 4 INSWING (� OUTSWING
ENDURA HCI5000 AFCO A-276/P-2000 OPTIONAL AFCO H-497 �\ /jd`i,• i
11 ' 0 •'Ott T 0P4u`
GQnKhALwE�G\\�`:
9 INTERIOR EXTERIOR ']aE�unoijdt�.��Y�nle
B 1 GEN[.Of AU INURYL.11UN fiO.3a5)6
INTERIOR EXTERIOR '/,
w.
DATE: 02.05.14
DWG. Y: CHK.BY:
g OPERABLE SILL g OPERABLE SILL GU JM SS/MSS
SCALE: NTS
(I OUTSWING 4 OUTSWING
OPTIONASWIN A-117 OPTIONAL ENDURAZOBL4565F DWG.a:A010832A-- - -
SHEET: OF9
4
PREPARED BY:
BUILDING DROPS,INC.
HINGE SCHEDULE HINGE DETAIL AT IAMB: 1VAlSIC
.—A.EnaL El 33- .33n
PLACE 49 X 2-1/2"PFH 5CREW NEXT TO WEATHERSTRIP PN.195413994478
DOOR HEIGHT QUANTITY FAX:19541744.4738
wee:+.,,...b„nmxed,ov++axe
3
LL W° d
O CQ WLL
1 z I— m
18 19X.
v'i x,�aLL
mY
11 �.' \(D JQ �J',
INTERIOR INTERIOR ��\ /
1-#9X2-1(2"PHILLIPS 4 Z "moo
FLATHEADWOODSCREW
\ \' 3-49 X 3/4"PHILLIPS p Q r
EXTERIOR
O FLATHEAD WOOD SCREWS
EXTERIOR`
4•#9 PHILLIPS FLATHEAD WOOD SCREWS WWWW
17 USE 3/4"LENGTH FOR 6'-8"DOORS F
USE 1"LENGTH FOR 8'-0"DOORS r-
LOCK JAMB HINGE JAMB REMARKS BY DATE
OUTSWINGSHOWN-INSWING SIMILAR 5 OUTSWINGSHOWN-INSWINGSIMILAR Add ADA sill.Multi Poigt Lock GL 06/05/34
"n P•cm wrvmuu .mL
ANU IIUII�IUI PF.EN[ENgU:ICEq IN WIIOU:OM1 14xl
,rtfx Nxi!xl O
ALIEx4110N1,4ngxWNS, 'LItUG'NtINL.pe OIlltx
9-#9 K 1 3/4"PFH13-#8%13/8"PFH(6'•8"UNITS) nNeINLs3gnns ugcu r+ xql vlNuxrEn um
8-#9X21/2"PFH HARD 3-#SX2"PFH PFH D"UNITS) —A-
-0A ��S �S
W/STRIKE HARDWARE (6/8 &8 UNITS) W/STRIKE HARDWARE COM SW/HARDWAREF 1-MPL STRIKE PLATE �� j,• i�
4-MPL STRIKE PLATES 4-#8 X 13/8"PFH `��C`Q' "�•^• '� l�.pO��+
20 21 1-REINFORCEMENT PLATE ,r;" ••}�( •1
HOPPE#2512296 _ O/
EXTERIOR EXTERIOR
T�T a
3'18E �X'naa�td.Cl............... .::...'n ._........ -.:: n.::.a - �
'Ac[nO.Il i30n4
p, m Ini4llN1.OI aUN1UNYU.IWx NU.195>tl
INTERIOR o INTERIOR o
11 11 DATE: 02.05.14
DWG.BY:
SS)MSS
ROCKWELLMIUL NG MI-POINT LOCK JAMB 5 HOPPE MUILAR OUTSWING SHOWN- LTI-POINT AREINFORCEMENTG SIMILAR TOP
POINT LOCK JAMB 5 HOPPEMULPANEL�
MULTI-POINT SCALE: NTS
-OUTSWING
IN
DWG.#:A010832A-
SHEET: OF 9
5
PREPARED BY:
BUILDING DROPS,INC.
1"MAX. 1"MAX. 1"MAX. 34X[.PANIAnfACIIXLvo.sm.:OX
1"MAX. VAt'A:A(11,it 33004
I-�II 3(4"AIRSPACE I I 3 4"AIRSPACE ..�.....3/4"AIRSPACE z mN� I 3/4"AIRSPACE
SPACE y2Fh-
.(.9.6nd"!e3eJ
INTERIOR i "dsb.edA)+"nmFmma"6ea
INTERIOR 14 INTERIOR 14 14 INTERIOR 14
1(8"TEMPERED GLASS 1/8"TEMPERED GLASS1/8"TEMPERED GLASS U,
1/8"TEMPERED GLASS
SILICONE SILICONE NE +-
oBUTYL m� BUTYL SILICONE BUTYLLL
m o$mLLxesc""
I
"w
9REXTERIOR EXTERIOR EXTERIOR CC WTERIOR
22 22 23 13 wY
SEREDI• AL REDI-SEAL /REDI-SEAL -odNLL-
O\2
)6'-8" GLAZING DETAIL r2---�8'-0" �F
GLAZING DETAIL FLUSH GLAZE DETAIL GLAZING DETAIL 4 z zr
6 201/2"MAX.D.LO.WIDTH 6 201/2"MAX.D.L.O.WIDTH 6 23 7/8"MAX.D.L.O.WIDTH 6 FOR OVAL,SUNBURST,AND ROUND TOPS O g °
62 1/2"MAX.D.L.O.HEIGHT 78 1/2"MAX.D.L.O.HEIGHT 78 7/8"MAX.D.L.O.HEIGHT ONLY IN 6'8"UNITS AT DP+/-50 PSF w U
O �o
3/4"MAX.
_ REMARKS BY DATE
'j 1/2"AIRSPACE Add ADA sill,Multi Point Lock GL 06/05/14
�m
b S EXTERIOR 14
a
c 1/8"TEMPERED GLASS
BUTYL "Is u' umten INXv rcxlro o.:auxun,
nuomu.rvnrne.xevaouucmllrvanoleoa reniry
INTERIOR wlmum wXn„n corvnsNl of Xmmwc 233/,"OVERALL— ��cxitoiusonns(.ryl�eucn�i vix,�irtonno
xlNc INvn ! hIMJ�
—1955n”D.L.O-— ��� ES F. O,L�Oji
24
•.O
SILICONE 7
REDI-SEAL _ -b• TdT a
4U ZZ
GLAZING DETAIL
6 FOR HALF LITE VENT LITES
IN 6'8"UNITS ONLY Q + tosnv.�s�ga���Lme
H - 10"F lkXf.Uf AUNIVIIIfAtWN NV..JS)8
N r
m �
\0 m
DATE: 02.05.14
DWG. Y: CHK. Y:
_ GL/TJM SS MSS
SCALE: NTS
S -DWG.-ft:_A010832A-_
NOTE: 6
FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BLINDS SHEET: OF9
BETWEEN GLASS,DECORATIVE,EXTERNAL AND INTERNAL
WROUGHT IRON AND RADIUS(SHAPED)LITES ARE APPROVED 24 ODL VENT LITE ASSEMBLY
IN ALL GLAZING DETAILS SHOWN ABOVE.
PREPARED BY:
2X WOOD BUCK n
w
MIN. BUILDING DROPS,INC.
Cn i
Z
EDGE DIST. v' � WOOD ANCHOR +xa
C.DAN.ngnEnatvn,'Eng
_ DANIA SE-4.Fl 33MA
SEE TABLE SHEET 2 p SEE TABLE ON SHEET Z PH.DSA13TdA)g
—`I w FAX:IVS4{744A713
SILICONE wk&wvw.bundmgdmy-;.wm
W J 2X WOOD BUCK
mP�$
E> -- --_ _ „ c
°Ndr
O.zs^ aU
2X WOOD BUCK
WOOD ANCHOR SHIM
a g mag
O mY
SEE TABLE ON SHEET MIN.EMBED.
SEE TABLE SHEET O N
�1
HEAD (TYPICAL) 2 JAMB (TYPICAL) 3 OPERABLE SILL z
7 OUTSWING SHOWN-INSWING SIMILAR 7 OUTSWING SHOWN-INSWING SIMILAR7 INSWING•NO ANCHOR REQUIRED 00 W c
ENDURA ZAIL4565F .,
w
SILICONE O �1�
Wa
SILICONE SILICONE ~�
2X WOOD BUCK 2X WOOD BUCKRE MARKS BY DATE
Add ADA sill,Multi-Poi,t lack GL 06/05/14
zX WOOD BUCK
nK UULUMeNI iS t'WT`tNf IB Itu'01 '$,INL
n°omu.xm NE Ntrxmwnn ix.vxDtErn rA
4 OPERABLE SILL OPERABLE SILL OPERABLE SILL wllxD"IwNH,tNtDN,EN.°'"DIHxNDn«vM.a
AvrEnanDNs,A°Dnurns.m Huwrtwc,ax°nns
naxixes3o ipsoocu. �NOI VE'NNITEO ANV
7 OUTSWING-NO ANCHOR REQUIRED 7 INSWING-NO ANCHOR REQUIRED OUTSWING-NO ANCHOR REQUIRED `
N '
AFCO 1.2297 AFCO A-276/P-2000 AFCO H-497 ���5��$F• 0� ���
�• T T 4ui z
Oma'.
r F•••..........
SILICONE I-��5��r(�`n;ez SILICONE SILICONE '''ZZ/ '/�N' ��?S�```
xwluAnL I.Nrt.W.annn
IWE t'ExE.Of AUIHVPIfr.11UN NV.?95>g
2X WOOD BUCK 2X WOOD BUCK 2X WOOD BUCK
DATE: 02.05.14
g OPERABLE SILL OPERABLE SILL 1 OPERABLE ADA SILLCHK. Y:
7 OUTSWING-NOANCHORREQUIRED •� OUTSWING-NOANCHORREQUIRED INSWING/OUTSWING-NO ANCHOR REQUIRED GL1TJM SS%MSS
AFCO A-117 ENDURA ZOBL4565F ENDURA HC15000 SCALE: NTS
Dwc.-a;A010832A._
p OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW
SHEET: OF 9
SECTION OF HEAD ORIAMB AS LONG AS MINIMUM
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.
PREPARED BY:
MIN. 1X WOOD BUCK
EDGE DIST. (OPTIONAL) BUILDING DROPS,INC.
SILICONE 398 E.DANA BEACH Bma.STL.338
SEE TABLE SHEET N I DANIA BEACH.C 33mn
Z 0 W PN.19541399+1478
CONCRETE ANCHOR O i ww:F-19541744.4738
.A.rr.wae.�Eelom.4aA
� SEE TABLE ON SHEET 1--
- --"1�?
w
�—CONCRETE/ � ...
MASONRY
z< BY OTHERS %/ CONCRETE/ =+ $
.p'.'• MASONRY 0 F- fn d
�1X WOOD BUCK
'A, % BY OTHERS a m
Q.1-(OPTIONAL) % a<J QJ
4 a
r
I ,^n d LL
o f v=i F{—MAX. O m Y
CONCRETE ANCHOR SHIM Z Z
SEE TABLE ON SHEET 2 CONCRETE/MASONRY BY OTHERS. 2
LLJ
SEE T
MIN.
ABLE SHEET 2 4 W ^o
HEAD (TYPICAL) JAMB (TYPICAL) OPERABLE SILL u �
8 OUTSWING SHOWN-INSWING SIMILAR $ OUTSWING SHOWN-INSWING SIMILAR S INSWING-NO ANCHOR REQUIRED W ZO
ENDURA ZAIL4565F O Us
W.
I._.J
r
SILICONE
SILICONE
REMARKS BY DATE
'p d, Add ADA sill,Multi-Point Lack GL 06/05/14
d
`CONCRETE/ CONCRETE/ CONCRETE/
MASONRY MASONRY MASONRY
BY OTHERS BY OTHERS BY OTHERSnE rxw•Exlr eoxale.INc
AN.iuuu NOT RI nLCR-111D IN vl of 101 1ABT
RN4EN t'ONfENI Of nUNUiNG UNUPS.INC.
ALIExA1gNf,AOUItgNS.ING LIGNLINO.Ox UEnCR
OPERABLE SILL OPERABLE SILLAARaNDf,a,INSqu; S�SIPL"NInEaAna
r7--� OPERABLE SILL
OUTSWING-NO ANCHOR REQUIRED8 INSWING-NO ANCHOR REQUIRED OUTSWING-NO ANCHOR REQUIRED
AFCO 1-2297 AFCO A-276/P-2000 AFCO H-497 ���;' \G1�.•_�•�O
7 t•
Er Z
SILICONE L�-7 o ii'T�S••".....••'� C7�`��
I 1 SILICONE SILICONE
i'ft�lnl �� 39x t.DA�.�IJEIIISiIk.��e.39x
DANa xrnnE I3 31nnN
.p p' .p p' 'p IBNE ItNT.Cf 0.VINUN4.iIVNNV..9S>8
dC d •Q d d
O. O. O
CONCRETE/ � � CONCRETE/ CONCRETE/
MASONRY MASONRY MASONRY
BY OTHERS BY OTHERS BY OTHERS
OPERABLE SILL OPERABLE SILL DATE: 02.05.14
OPERABLE SILL DWG. Y: CHK. Y:
8 OUTSWING-NOANCHORREQUIRED 8 OUTSWING-NOANCHORREQUIRED 8 OUTSWING/INSWING-NO ANCHOR REQUIRED GL,TJM SS/MSS .—
AFCO A-117 ENDURA ZOBL4565F ENDURA HCIS000 ADA
SCALE: NTS
DwG u:A010832A.
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. 8
PREPARED BY:
BILL OF MATERIALS 20 ROCKWELL MULT-POINT LOCK 21 HOPPE MULT-POINT LOCK
ITEMN DESCRIPTION MATERIAL W/SILL SHOOT BOLT PLATE#2098911 ln�
FINGER-JOINTED PINE
SOLID PINE ® BUILDING DnDROPS,CINC.
1 FRAME H EAD/JAMBS OANIA ft A01,Ft
4
LAMINATED VENEER
LUMBER ® raxae5aOaa.nae
wMv bred,"gdi ,.wm
COMPOSITE
2 (N07 USED)
3 (NOT USED) J P $
oc
Lu
4 ENDURA ZAIL4565F THRESHOLD -
® �c d
5 AFCO 1-2297 THRESHOLD
6 AFCO A-276/P-2000 THRESHOLD - x UQ LL a F
(]
7 AFCO HA97 THRESHOLD - 0 0@0 Qo C) m g a LL
O J
8 AFCO A-117 THRESHOLD ® m
9 ENDURA ZOBL4565F THRESHOLD - O 0 HANDLE
^ O o o
'^
HEIGHT d Q x
30 ENDURA HCI 5000 ADA THRESHOLD 0°? o
o ° 004 °O 0 W�
URETHANE FOAM& O r�
11 WEATHERSTRIP u, Z
POLYETHYLENE 1; o ° ] H^' O Po W LLJ
z
12 NON-COMPRESSION SHIM(0.25"MAX.THK.) COMPOSITE r ° ^" C)
HANDLE e
13 ODL LIPLITE KIT(RADIUS LITES) PLASTIC HEIGHT
14 1"O.A.IG TEMPERED NON-IMPACT GLASS - = I I F
15 #10 WOOD INSTALLATION SCREW W/11/2"MIN.EMBEDMENT STEEL o ° o • ~ V
16 CONC./CMU ANCHOR(SEE ANCHOR TABLE SHEETS 2&3) STEEL o o ca
°02° REMARKS BY DATE
Add ADAsill,Multi-Point Lack GL 06/05/14
17 BUTT HINGE(SEE SCHEDULE SHEET 5) STEEL -_
o
18 K W IKSET LOCK SERIES 400 STEEL - Q $
ob v
19 KWIKSET DEADBOLT SERIES 780 STEEL -
O �n uul m leL xurcxsr 1 uummc uxwa,me
ROCKWELL MULTI-POINT TONGUE LATCH#73228768 6-8 UNIT _ nxuslaiieornLprrarnwrtn iN tvn°¢rnrun
wnxom smmtxcumLxl of nuwunc uxors.wc.
20 ROCKWELL MULTI-POINT TONGUE LATCH 0732287808-O UNIT STEEL puLxanoxs,pouxlaxs,ucxucxnxa,°p°rntx
0.63"-- — nxclesslo ius uoeu.��l�x°I rruvinen nxu
21 HOPPE MULI-POINT HARDWARE HLS9000 STEEL �o��es F No 1,
u 1
22 ODL LIPLITE KIT(NI) PLASTIC QO ��� •••�•• 1-1
Q' F
23 FLUSH GLAZING LEG FIBERGLASS O �� .••y •••�O
7 f
24 ODL LIPLITE KIT(VENT LITES) PLASTIC
25 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE LH 08784091 STEEL = 'a
26 HOPPE MULT-POINT HEAD SHOOT BOLT PLATE RH 08783923 STEEL .79 —L 1.65"1—I �0T•• pP�•�[(/
OFRAME HEAD/JAMBS O ENDURA ZAIL4565F O AFCO J-2297 O AFCO A-276/P-2000 25 HEAD SHOOT BOLT PLATE(LH)
VARIES,SEE BOM ABOVE THRESHOLD THRESHOLD THRESHOLD
In+L IEHI Cf pu1HUPW1IUN NU"111
rQ) -
�I G� - L -rL--�Ir
4.563"
4.56" 15.62 I 4.57"--I 1.75" DATE: 02.05.14
DWG. Y: CHK. Y:
OAFCO H-497 THRESHOLD AFCO A-117 THRESHOLD ENDURA ZOBL4565F ENDURA HC15000 ADA HEAD SHOOT BOLT PLATE(RH) GL/TJM SS MS$
- - O O THRESHOLD 10 THRESHOLD 26 SCALE: NTS
1.L...._�_... � -DW-G #40108324
Ll SHEET: O
F9
-
-4.58" I N 5DD" 9
1.75" — _
398 East Dania Beach Blvd.
BUILDING DROPS I 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 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 No. 2743
Current Florida Building Code
Method: I —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 V--0"(Nominal)
Prepared For: �X111111111►,,,i.,
JE.LD-WEN, ine. ��`� ES F p
3737 Lakeport Blvd.
Klamath Falls, OR. 97611 � s :•�,�.. ' .�o
7
Prepared by:
Hermes F. Norero. P.E. = -
° • T T � �
Florida Professional Engineer#73778 ��•• 1 �P•'' •_��
Date: 09/22/2014 s,•
Contents: �����/0N';
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
I
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.
S. See Installation Instructions A010832A for size and design pressure limitations.
Hermes F. Norero, P.E.
Florida No. 73778
Page 2 of 4
I
H �
A BUILDING DROPS
A Perfect Solution in Every Drop Date: 09/22/2014
{ Certificate of Authorization:29578 Report No: 2743
`'�-= p
i
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:
0 ASTM E283-04
• ASTM E330-02
0 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
SJW2013-253 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
I
BUILDING DROPS
p+1 A Perfect Solution in Every Drop Date: 09/22/2014
Certificate of Authorization:29578 Report No: 2743
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 =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(A010832A)for anchor spacing and more details of the installation
requirements.
Design Pressure:
MAX.OVERALL DESIGN PRESSURE(PSE)
NOMINAL SIZE MISSILE
CONFIGURATION INSWING OUT5WIN+G IMPACT
WIDTH HEIGHT RATING
MWfi&NEPOS. NEG,
X 3'-0" 6'-8" 50* 50 50* 50 NON-I[VIPACT
50 50
X VENT 3`-0" 6'-8" 50� 50 50" 50 NON-IMPACT
x Y-0" $'-0" 50" 50 50'x' 50 NOWIMPACT
Hermes F. Norero, P.E.
Florida No. 73778
Page 4 of 4