HomeMy WebLinkAboutProduct Review Affidavit 06/30/2015-2:39pm gabriels V:\Projects\_2014-MPS\400 Wind Charts\-Reference\00-MPS14400 Series C&C(Current).dwg
Sth ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" WIND VELOCITY = 170 MPH FMRH <_ 60'
DESIGN LOADS FOR COMPONENTS AND CLADDINGEXPOSURE 'D' BASED ONKd=0.85
INTERIOR ZONE 4 PRESSURES EXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE,FLAT TERRAIN
Mean DESIGN PRESSURES PSF)-ZONE 4 Mean DESIGNPRESSURES(PSF)-ZONES INSTRUCTIONS FOR TABLE USE: .
Roof /J�� ?Tributa Area 5 Ft ,q. Roof Tributa Area S F[ 1. TABLES ARE INTENDED TO QEP-1:.�IRST CASE'PRESSURES.'WORST CASE'IS
Height 10 15 I�20/ 25 30 �4 " 4 50„. eight g0 15 20/ 25 30 35 40 45 50 DEFINED AS THE CR -OLQDITIOIITTOFWAU N OWN VARIABLE AS DESCRIBED BELOW.
- ^T- _ USE OF CRITICAL CO'DI DI• N -SQUIRED FORiIJ Fj ITH THESE TABLES.
-45.4 -45.2 -44.4 -43.8 -43.3 -4 9 5s 9, -55.02.TA8LE5 VALID O�L )LBa ilt�S�"OF?N} ROOF HEIGHT AS LIMITED ABOVE.
0-10ft �+.+.� ``�T 0-loft 3,TABLES VALID F Rn IRO_ jiER. APPLICABLE REDUCTIONS FOR ROOF SLOPES
+42.7 +41.6 +40.8 +40.2 +39.7 + q3> $ 8. +42.7 +41.6 +40.8 +40.2 +39.7 +39.3 +38.9 +38.6 +38.3 `�
LESS THAN SO°SHA FB IB�A(VI INEER AS A SITE SPECIFIC CONDITION.
-47.1 -46.0 -45.2 -44.6 -44.0 4 6 2I: 4 9 45-C -58.2 -55.9 -54.3 -53.0 -52.0 -51.1 -50.4 -49.7 -49.1 4.IDENTIFY THE B L' AVEE OF HEIGHT.IF THE MEAN ROOF HEIGHT
lift a• s yrs lift v }y X7�T
+43.5 +423 +41.5 +40.9 +40.4 +9.q }5 339�2a:3$8.x° \ +43.5 +423 +41.5 +40.9 +40.4 +39.9 +39.5 +39.2 +38.9 CANNOT BE IDENTIF ED E-TI;('-E1,EAKa D E T.
-47.9 -46.7 -45.9 -45.2 -44.7 -7474--3--"I 5. ALWAYS ROUND GHTS i6 E LE VALUE OR CONSERVATIVE ASSUMPTION.
12 ft -� i 3 '21 12 ft '59.1 -56.8 -55.1 -53.8 -52.8 -51.9 -51.1 -50.5 -49.8 6. CALCULATE THE TR18Ui'A�Y,�1'R, FST E OP NING IN QUESTION(HEIGHT*WIDTH)OR
+44.1 +43.0 +42.1 +41.5 +41.0 +40.5 +40.1 - -9.5 +44.1 +43.0 +42.1 +41.5 +41.0 +40.5 +40.1 +39.8 +39.5 THE SPAN LENGTH(HEIGHT)MI�JL IE EE AN EFFECTIVE WIDTH THAT NEED NOT BE LESS
-48.5 -47.4 -46.5 -45.9 -45.3 -44.9 -44.5 -44.2 -43.9 -59.9 -57.6 -55.9 -54.6 -53.5 -52.6 -51.8 -51.2 -50.5 THAN ONE-THIRD THE SPAN LENGTH(HEIGHT2/3).USE THE AREA BETWEEN STRUCTURAL
13 ft +44.7 +43.6 +42.7 +42.1 +41.5 +41.1 +40.7 +40.4 +40.1 13 ft BUTARY
+44.7 +43.6 +42.7 +42.1 +41.5 +41.1 +40.7 +40.4 +40.1 OPENAREAINGS ONLY-THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE OF AN OPENING CANNOT BE IDENTIFIED,THE MOST CRITICAL(0 SQUARE FEET)SHALL
-49.2 -48.0 -47.1 -46.5 -45.9 -45.5 -45.1 -44.7 -44.4 -60.7 -58.3 -56.6 -55.3 -54.2 -53.3 -52.5 -51.8 -51.2 BE USED.ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE.FOR LARGER
14 ft +453 +44.1 +433 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 14 ft +453 +44.1 +433 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 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
-49.8 -48.5 -47.7 -47.0 -46.5 -46.0 -45.6 -45.3 -45.0 -61.4 -59.0 -57.3 -56.0 -54.9 -53.9 -53.2 -52.5 -51.8 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE
15 ft +45.9 +44.7 +43.8 +43.1 +42.6 +42.1 +41.7 +41.4 +41.1 15 ft +45.9 +44.7 +43.8 +43.1 +42.6 +42.1 +41.7 +41.4 +41.1 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE.
8.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL
16 ft '503 -49.1 -48.2 -47.6 -47.0 -46.5 -46.1 -45.8 -45.5 16 ft -62.1 -59.7 -57.9 -56.6 -555� -54_.I T -53.0 -52.4 MUNICIPALITY IN ACCORDANCE WITH CODE.
+46.4 +45.2 +443 +43.6 +43.1 +42.6 +42.2 +41.9 +41.5 +46.4 +45.2 +44 3 + 3 ++42 6t,+42.2T: +41.5 9.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A
-50.9 -49.6 -48.7 -48.1 -47.5 -47.0 -46.6 -46.3 -45.9 -62.8 -60.3 -18.1 5 2 2, �-'=- -54�'3E, 6 -53.0 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE.
17ft 17 ft r `tT '^
+46.9 +45.6 +44,8 +44.1 +43.5 +43.1 +42.7 +42.3 +42.0 +46.9 +45.6 +44,8 + ga.'_ +43'11*t42:Tm: 23 +42.0 GENERAL NOTES'
18 ft -51.4 -50.1 -49.2 -48.5 -48.0 -47.5 -47.1 -46.7 -46.4 18 ft -63.4 -60.9 -59.1 5 .8 156 5% 54 9, 4.1 -53.5 1.TABLES ARE TO 8E USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN
+473 +46.1 +45.2 +44.5 +44.0 +43.5 +43.1 +42.7 +42.4 +473 +46.1 +45 2 + j5 4:0= +43 5 ''} 4• +42.4 METHODOLOGY"PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE
-51.8 -50.6 -49.7 -49.0 -48.4 -48.0 -47.5 -47.2 -46.8 -64.0 -61.5 -59.7 -5 -3-`' '2>r-5 °f .4''$5'47_ -54.0 CRITERIA AS OUTLINED HEREIN.
19 ft 19 ft -„re rt.4. 2.DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND SPEED AND
+47.8 +46.5 +45.6 +44.9 +44.4 +43.9 +43.5 +43.1 +42.8 +47.8 +46.5 +45.6 +44.9 +44.4 3.5 +43.1 +42.8 EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY
-52.3 -51.0 -50.1 -49.4 -48.9 -48.4 -48.0 -47.6 -47.3 -64.6 -62.0 -60.2 -58.8 -57.7 -56.7 -55.9 -55.1 -54.5 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES
20 ft +48.2 +47.0 +46.1 +45.4 +44.8 +443 +43.9 +43.5 +43.2 20 ft +q8.2 +47.0 +46.1 +45.4 +44.8 +443 +43.9 +43.5 +43.2 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
22 ft -53.2 -51.9 -51.0 -50.3 -49.7 -49.2 -48.8 -48.4 -48.1 22 ft -65.6 -63.1 -61.2 -59.8 -58.6 -57.7 -56.8 -56.1 -55.4 LOCAL BUILDING DEPARTMENT.HVHZ=HIGH VELOCITY HURRICANE ZONE.TABLES ARE FOR
+49.0 +47.7 +46.8 +46.1 +45.5 +45.0 +44.6 +44.2 +43.9 +49.0 +47.7 +46.8 +46.1 +45.5 +45.0 +44.6 +44.2 +43.9 WALLS AND VERTICAL SURFACES ONLY.
-54.0 -52.7 -51.8 -51.0 -50.4 -49.9 -49.5 -49.1 -48.8 -66.6 -64.0 -62.2 -60.7 -59.5 -58.5 -57.7 -56.9 -56.2 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.
24 ft +49.8 +48.5 +47.5 +46.8 +46.2 +45.7 +453 +44.9 +44.6 24 ft +49.8 +48.5 +47.5 +46.8 +46.2 +45.7 +45.3 +44.9 +44.6 4.THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED.
-54.8 -53.4 -52.5 -51.7 -51.1 -50.6 50.2 -67.6 -64.9 -63.0 -61.6 -60.4 -59.4 -58.5 -57.7 -57.0 USE OF THESE TABLES AND CORRESROpIQING WIND VELOCITY,EXPOSURE,AND OTHER
26 ft /-;°?r` 6 ft COEFFICIENTS LISTED-.H N,,EHAC:L BE,IIZCF ND VERIFIED BY THE GOVERNING
+50.5 +49.1 +48.2 +47.5 +46 9 +4 .: •+45 5 +45.`2'- s +50.5 +49.1 +48.2 +47.5 +46.9 +4G.4 +45.9 +45.5 +45.2 BUILDING DEPARTM AN ERM HOLDER., •- RRANTY FOR APPLICABILITY OF TABLE
-55.5 -54.1 -53.2 -52.4 -51 8 -5$31 0. 150 r5Q.1� -68.5 -65.8 -63.9 -62.4 -61.2 -60.1 -59.2 -58.5 -57.8 VALUE USE IS OFFS DI
28 ft tt E �"50 1) 28 ft S.THIS SPECIFICA O I O 4N 'ED TQ 0_ ER ANY PRODUCT APPROVED
+51.1 +49.8 +48.8 +48.1 +47.5 + .0 -+q�5. +�16 +51.1 +49,8 +48.8 +48.1 +47,5 +47.0 +46.5 +46.1 +45.8 CERTIFICATION. RER 'TE2ARA'6EGl�SU MITTED TEST CRITERIA AND OTHER
�30 f[ -56.1 -54.8 53.8 t-53.0 -52.4 -5 s9 �`` .5;�, ml 5�7 -693 -66.6 -64.6 `-63.1 -61.9 -60.9 -60.0 -59.2 -58.5 APPROVALS FOR DEG,` NST', TION'I!F MATION AND APPLICABILITY OF THESE TABLE
L��J +51.7 +50.4 +49.4' +48.7 +48.1 +�j'S 7v a67� +,43 30 ft +51.7 +50.4 +49.4 ,448,7.I+48.1 +47.5 +47.1 +46.7 +46.3 VALUES WHICH IS 11W.0 V IE aBY°OTTt� fj$f,I CCORDANCE WITH GOVERNING CODES.
6.ADHERE TO ALL Z CT:.QTEM ORDINANCES.
33 ft -57.1 -55.7 -54.7 -53.9 -533 -5 . '%-5 f5 .6 33 ft -70'4 '67.7 -65.7 -64.2 -62.9 -61.9 -61.0 -60.2 -59.4 7.NO CERTIFICATIO ''¢RROOE- R, INT OF THE HOST STRUCTURE.
+52.6 +51.2 +50.2 +49.5 +48.9 +483 +47. X9;7 5• 1 +52.6 +512 +50.2 +49.5 +48.9 +483 +47.9 +47.5 +47.1 8.EXCEPT AS EXPRESSLY P F ;yi IN,NO ADDITIONAL CERTIFICATIONS OR
-57.9 -56.5 -55.5 -54.8 -54.1 -53.6 -53.1 -52.7 -52.4 -71.5 -68.7 -66.7 -65.2 -63.9 -62.8 -61.9 -61:1 -60.3 AFFIRMATIONS ARE INTENDED,
36 ft +53.4 +52.0 +51.0 +50.2 +49.6 +49.1 +48.6 +48.2 +47.8 36 ft +53.4 +52.0 +51.0 +50.2 +49.6 +49,1 +48.6 +48.2 +47.8 a=10%OF LEAST HORIZONTAL DIMENSION OR 40%OF MRH, PEAK ROOF
-59.0 -57.6 -56.6 -55.8 -55.1 -54.6 -54.1 -53.7 -53.3 -72.8 -70.0 -67.9 -66.4 -65.1 -64.0 -63.0 -62.2 -61.5 WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HORIZONTAL HEIGHT
40 ft +54.4 +53.0 +51.9 +51.2 +50.5 +50.0 +49.5 +49.1 +48.7 40 ft +54.4 +53.0 +51.9 +51.2 +50.5 +50.0 +49.5 +49.1 +48.7 DIMENSION OR 3FT(lm).USE ZONE 5 IF AT ALL IN QUESTION.CONSULT MEAN
AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF
-60.2 -58.8 -57.7 -56.9 -56.3 -55.7 -55.2 -54.8 -54.4 -74.3 -71.4 -69.3 -67.7 -66.4 -65.3 -64.3 -63.5 -62.7 EAVE HEIGHT
45 ft +55.5 +54.1 +53.0 +52.2 +51.6 +51.0 +50.5 +50.1 +49.7 45 ft +55.5 +54.1 +53.0 +52.2 +51.6 +51.0 +50.5 +50.1 +49.7 rELEVATTON a ROOF
-61.3 -59.9 -58.8 -58.0 -57.3 -56.7 -56.3 -55.8 -55.4 -75.7 -72.7 -70.6 -69.0 -67.6 -66.5 -65.5 -64.7 -63.9 I HEIGHT
50 ft +56.6 +55.1 +54.0 +53.2 +52.5 +51.9 +51.5 +51.0 +50.6 50 ft +56.6 +55.1 +54.0 +53.2 +52.5 +51.9 +51.5 +51.0 +50.6 5 G
-62.4 -60.9 -59.8 -58.9 -58.3 -57.7 -57.2 -56.8 -56.4 -77.0 -74.0 -71.8 -70.1 -68.8 -67.6 -66.6 -65.7 -65.0 55ft +57.5 +56.0 +54.9 +54.1 +53.4 +52.8 +52.3 +51.9 +51.5 55 ft +57.5 +56.0 +54.9 +54.1 +53.4 +52.8 +52.3 +51.9 +51.5 5 5 a ® ® `d
-63.3 -61.8 -60.7 -59.8 -59.2 -58.6 -58.1 -57.6 -572 -78.2 -75.1 -72.9 -71.2 -69.8 -68.7 -67.6 -66.8 -66.0 > QS
60 ft +58.4 +56.8 +55.7 +54.9 +54.2 +53.6 +53.1 +52.7 +52.3 60 h +58.4 +56.8 +55.7 +54.9 +542 +53.6 +53.1 +52.7 +523 WALL ZONE FIGURES h IS RI
En O K REMARKS DRWN CHKD DATE 5TH ED. FLORIDA BUILDING CODE ENGINEERING o_
D O z INITISSUE GSS TSB 03/05/12 o 0 0z
m r REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 201[` EXPRESS K o -\ -
3 m REV 2014 FBC DGM TSB 06/10/15 lb(
_ ASCE 7-10, CHAPTER 30 CORPORATE OFFICE: °z om
z z 160 SW 12th AVENUE SUITE 106 " z
�. m - DESIGN LOADS FOR COMPONENTS &CLADDING T-�- z
DEERFIELD BEACH, FL 33442 M. a
m
= MASTER PLAN SHEET m I I N
I O THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, P:(9S4)3S4-O66O F:(9S4)3S4-O443 c�3 ) O
AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT CERT OF AUTH#9885 m O
p WRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS. v
�y ADDITIONS,OR OTHER MARIUNGS TO THIS DOCUMENT ARE NOT ASCE 7 O E:HELLO@ENGINEERINGEXPRESS,COM y Z m
O PERMITTED AND INVALIDATE OUR CERTIFICATION. ENGINEERINGEXPRESS.COM {
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Florida Building Code Online Pagel of 3
'-w-oil
;'jr•,rira�','�:!:,rrw•cnry BCIS Home i Log In User Registration Hot Topic Submit Surcharge Stats&Facts i Publications FBC Staff I SCIS Site Map Links Search
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Pwa
Product Aeorovai Menu>Product or Aoolication Search>Aoolicajon List>Application Detail
FL# FL14090-R
Application Type R
Code Version 2014
Application Status rov
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer JELD-WEN
Address/Phone/Email 3737 Lakeport Blvd
Klamath Falls,OR 97601
(800)535-3936
fbcl@jeld-wen.com �G
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
customerserviceagents@jeld-wen.com
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory (:Horizontal Slider
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
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 04/23/2015
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtGLR%2byC... 12/31/2015
Florida Building Code Online Page 3 of 3
Other:Windows with insulated glass units wider than FL14090 R6 11 DP60-
36"require setting blocks.These windows do not meet 65 Lt1t 7x54 Installation Instructions.ndf
small missile impact wind-borne requirements as required Verified By: Hermes Norero,PE 73778
by FBC,section 2411.3.3.7 when the exterior lite is Created by Independent Third Party:Yes
annealed.These windows meet small missile impact Evaluation Reports
wind-borne protection requirements as required by FBC, FL14090 R6 AE PER3104.pdf I
section 2411.3.3.7 when the exterior lite is tempered. Created by Independent Third Party:Yes i
Miami-Dade NOAs:Quanex Building Products,Inc PVC
(12-1017.02 and 13-0425.15),Dupont SentryGlas
Inter) yer 1-0624.02).
14090.6 Premium Atlantic Vinyl Horizontal Slider(8200)74"x 62"Insulated Glass(5/16 PVB
Lam in-3/16 Annealed out)
Limits of Use Certification Agency Certificate
Approved for use in HV.UZ4,yes FL14090 R6 C CAC N1011745.01.01'
Approved for use o e H Z:Yes Quality Assurance Contract Expiration Date
Impact Resists .Yes 11/30/2017
Design Pressu e:+50/-50 Installation Instructions
Other:Window glass wider than 36" FL14090 R6 Ir DP50 74x62 LMI installation Instructions.odf
require setting blocks.These windows do not meet small Verified By: Hermes Norero 73778
missile impact wind-borne requirements as required by Created by Independent Third Party: Yes
FBC,section 2411.3.3.7 when the exterior lite is Evaluation Reports
annealed.These windows meet small missile impact FL14090 R6 AE PER2692.pdf
wind-borne protection requirements as required by FBC, Created by Independent Third Party:Yes
section 2411.3.3.7 when the exterior lite is tempered.
Miami-Dade NOAs:Quanex Building Products,Inc PVC
(12-1017.02 and 13-0425.15),Dupont PVB Interlayer
(13-0129.27).
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Contact Us::1940 North Monroe Street 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
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send
electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if
they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to
supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under
Chapter 455,F.S.,please click here.
Product Approval Accepts:
N 50-71 ECiwa M
seeuritvararr c,
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtGLR%2byC... 12/31/2015
MIN.DISTANCE MASONRY INSTALLATION
FOR EDGE:21/2'
d MASONRY
aQ BLOCK
15.75"O.C. 5.5•YAK. '1
MAX.FRAME FROM
CORNERS d 11/4 MIN.
EMBEDMENT
11/4'MIN.
EMBEDMENT
17.O.C. 1/4"MAX
MAX.THRU 1/4'MAX 3• SHIM SPACE
FRAME SHIM SPACE MIN.DISTANCE
FOR EDGE 2 1/2° °
N
2.0 mm .N
2.0 mm
5.0 mm 30.. 2
7� a•
GLA55 BITE
--- 13.Omm
MASONRY
BLOCK '
� -4 DOW 995
GLAZING DETAIL JAMB SECTION(TYP)
HORIZONTAL SECTION
FRAME SECTION(TYP)
VERTICAL SECTION
1/4"MAX
1* T SHIM SPACE
WINDOW WIDTH(74•MAX.) I p .20
JE`M.E
MENT Max Frame OP RATING IMP 'T
A
TYPICAL ELEVATION WITH FASTENER SPACING 4 74 x 62 +50/-50 YES
V MASONRY
BLOCK
MIN.DISTANCE
FOR EDGE:2 1/2"
General Notes:
Installation Notes: 1. The product shown herein is designed,tested and manufactured to comply with the wind load criteria
1. Seal flange/frame to substrate. of the adopted International Building Code(IBC),the International Residential Code(IRC),the Florida
2. Use 3/16"Tapcon or equivalent fasteners through frame with sufficient length to penetrate a minimum Building Code(FBC)including HVHZ and the industry requirement for the stated conditions.
of 11/4"into concrete or masonry at each location with a 21/2"min from edge distance.For concrete 2. All glazing shall conform to ASTM El 300.
(min.fc=3000psi)or masonry substrate(CMU shall adhere to ASTM C90). 3. At minimum,glazing shall be 5 mm annealed/9 mm airspace/3 mm annealed/2 mm PVB by
3. Host structure(wood buck,masonry,steel)to be designed and anchored to properly transfer all loads Dupont/3 mm annealed.
to the structure. The host structure is the responsibility of the architect or engineer of record for the 4. Use structural or composite shims where required.
project of installation. 5. Installation methods can be interchanged within the same-opening.
6. An impact protective system is not required where wind borne debris protection is mandated by local
This schedule addresses only the fasteners required to anchor thefbuilding code.
window to achieve the rated design pressure up to the size limitations ANt1itt �����i� 7. Maximum sizes are buck sizes and do not include fin or flange.
noted. It is not intended as a guide to the installation process and does • PROJECT ENGINEER: DATE: 3737 Lakeport Blvd
not address the sealing consideration that may arise in different wall �� Q' •• F �� -- 01/30/2014
i
•. 'p Jn ErWE Klamath Falls OR.97601
conditions. For the complete installation procedure,see the instructions .r ;'�,� .• DRAWN BY: SCALE:
with the window or oto � -7 � D.Vezo NTS Phone: (541)882-3451
packaged g I-• CHECKED BY: TITLE:
www.jeld-wen.com/resources/installation. J. Kantola
13 T/s,T il: APPROVED BY: Premium Atlantic Vinyl Impact Horizontal Slider
DISCLAIMER: � ,9/ P :' 441 4u Masonry Installation(74" x 62")
This drawing and its contents are confidential and are not to be �,�. • �� PART PRO E N0
reproduced or copied in whole or in part or used or disclosed to others '� a 0. D60�34�
except as authorized by JELD-WEN Inc. See '�Ti��l ��2 !!Ie 398 INCTL210-3894- PFBCNAME AND LOCATION: CAD DWG.No.: REV: SHEEP 3 F4
Florida Building Code Online Page 1 of 3
n�I�;:r•3.�;, r;7a BCIS Home Log In User Registration Hot Topics i Submit Surcharge i Stats&Facts ( Publications i FBC Staff SCIS Site Map i Links 1 Search
Business&l
ProfessibrTal Product Approval
USER:Public User
Pr duct:approval Menu>Product or ADDlication Search>Application List>Application Detail
mpwl
RI
FL1460 -
Application Type
Code Version 2014
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer Eastern Architectural Systems
Address/Phone/Email 16341 Domestic Ave.
Ft.Myers,FL 33912
(800)432-2204 Ext 4314
thoard@easternmetal.com
Authorized Signature Timothy Hoard ;J
thoard@eastemmetal.com
Technical Representative Timothy].Hoard
Address/Phone/Email 10030 Bavaria Road
Fort Myers,FL 33913
(800)432-2204 Ext 4314
thoard@easternmetal.com
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Single Hung
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
AAMA 506 2006
AAMA 506 2008
AAMA/WDMA/CSA 101/I.S.2/A440 2005
ANSI/AAMA/NWWDA 101/I.S.2 1997
ASTM E1886 2002
ASTM E1886 2005
ASTM E1996 2005
ASTM E1996 2002
ASTM E1996 2006
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A7b... 1/2/2016
Florida Building Code Online Page 2 of 3
Product Approval Method Method 1 Option A
Date Submitted 10/30/2014
Date Validated 06/05/2015
Date Pending FBC Approval
Date Approved 06/14/2015
Summary of Products
FL# Model,Number or Name Description
14604.1 Series 1000 Non-Impact Aluminum Series 1000 Non-Impact Aluminum SH
SH
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL14604 R3 C CAC N1006177.01-114-sioned.od
Approved for use outside HVHZ:Yes FL14604 R3 C CAC N1006177.02-P.2-siQned.od
Impact Resistant:No Quality Assurance Contract Expiration Date
Design Pressure:+45/-45 06/30/2020
Other: Installation Instructions
FL14604 R3 11 08-02477.od
Verified By: Luis R.Lomas,P.E.62514
Created by Independent Third Party:Yes
Evaluation Reports
FL14604 R3 AE 513233.odf
Created by Independent Third Party.,Yes
14604.2 Series 1431 Non-Impact Vinyl SH Series 1431 Non-Impact Vinyl SH Nailing Fin
Nailing Fin
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL14604 R3 C CAC N1010607-P2-sloned.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 12/31/2019
Design Pressure:+50/-50 Installation Instructions
Other:Configuration: O/X Max.Frame Size:W-48"H-72" FLIA-E04 R3 11 08-00556E pd
Max.Vent Size:W-44.38"H-35"Glazing: 3/4"Overall I.G. Verified By: Luis R.Lomas,P.E.Florida P.E.62514
Created by Independent Third Party:Yes
Evaluation Reports
FL14604 R3 AE 510945,odf
Created by Independent Third Party.Yes
14604.3 Series 1441 Non-Impact Vinyl SH Series 1441 Non-Impact Vinyl SH Flange
Flange
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL14604 R3 C CAC N1010813-112-signed.0
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 04/30/2020
Design Pressure:+50/-50 Installation Instructions
Other:Configuration:DIX Max.Frame Size:W-54"H-72" FL14604 R3 11 08-00558B.r.df
Max.Vent Size:W-50.38"H-35.13"Glazing: 3/4"Overall Verified By: Luis R.Lomas,P.E.Florida P.E.61514
I.G. Created by Independent Third Party:Yes
Evaluaition Reports
FLI.4604 R3 Al 510947A-od
Created by Independent Third Party: Yes
14604.4 series 2451 Impact Vinyl SH Series 2451 Impact Vinyl SH Nailing Fin
I Nailing Fin
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL14604 R3 C CAC NI012533-R1-siQneCi.j)df
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/28/2017
Design Pressure:+50/-50 Installation Instructions
Other:Configuration: O/X Max.Frame Size:W-48"H-72" FL14604 R3 11 08-00562B,12d
Max.Vent Size:W-44,25"H-35"Glazing:3/4"Overall Verified By: Luis R.Lomas,P.E.Florida P.E.62514
Laminated IG Created by Independent Third Party: Yes
Evaluation Reports
FL14604 R3 AE I 95Iodf
L, O� k _L_Q_
F 3 AE NOA 14-0423.17.PDF
Created by Independent Third Party:Yes
14604.5 Series 2461 Impact Vinyl SH Flange Series 2461 Impact Vinyl SH Flange
http://www.floridabuilding.org/pr/pr app dti.aspx?pararn=wGEVXQwtDqsw8ZVNfe8A7b... 1/2/2016
Florida Building Code Online Page 3 of 3
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL14604 R3 C CAC NI012533.01-R2.Ddf
Approved for us VHZ:Yes Quality Assurance Contract Expiration Date
Impact Resi nt:Yes 02/28/2017
Design Pres re:+50/-50 Installation Instructions
Other:Configura I Max.Frame Size: W-54"H-72" FL14604 R3 II 08-00564B.Ddf i
Max.Vent Size:W-50.5"H-35.5"Glazing: 3/4"Overall Verified By: Luis R.Lomas,P.E.Florida P.E.62514
Laminated IG Created by Independent Third Party:Yes G
Evaluation Reports
FL14604 R3 AE 510953A.Ddf 1
FL14604 R3 AE NOA 14-0423.17.PDF
Created by Independent Third Party:Yes j
14604.6
[Series FWI 1000 Impact Aluminum Series FWI 1000 Impact Aluminum SH
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL14604 R3 C CAC NI009020.01-R2-sioned.2df
Approved for use outside HVHZ:Yes FL14604 R3 C CAC NI009020 02-R1-sioned.ndf
Impact Resistant:Yes FL14604 R3 C CAC NI009020.03-112-sioned.odf
Design Pressure:N/A FL14604 R3 C CAC N1010670.01.Ddf
Other:See drawing 08-02476 for design pressures. FL14604 P.3 C CAC NI010670-Ri-sioned.Ddf
Quality Assurance Contract Expiration Date
04/30/2016
Installation Instructions
FL14604 R3 II 08-02476.odf
Verified By: Luis R. Lomas,P.E.Florida P.E.62514
Created by Independent Third Party:Yes
Evaluation Reports
FL14604 R3 AE 513232.odf
FL1.4604 R3 AE NOA 14-0423.16.PDF
FL14604 R3 AE NOA 14-0423.17.PDF
Created by Independent Third Party:Yes
Back Next
Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EE0 employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send
electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'Pursuant to
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if
they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to
supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under
Chapter 455,F.S.,please click here.
Product Approval Accepts:
W RON N9'clog
scc::uritvua.r mu.v
http://www.floridabuilding.org/pr/pi_app_dtl.aspx?param=wGEVXQWtDgsw8ZVNfe8A7b... 1/2/2016
Ar
REMSIONS
REV DESCRIPTION DATEiF]
A MANUFACTURER'S NAME CHANGE 03/04/096 REVISED PER NEW CERTIFICATIONS 08/20/14
NOTES: 15. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE
REQUIREMENTS OF THE FLORIDA BUILDING. DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY 16. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL.
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 17. ALL FASTENERS TO BE CORROSION RESISTANT.
4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE 18. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42
5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI.
FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER).
BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063-1`5 1/8" THICK MINIMUM
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS.
6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF
THE ARCHITECT OR ENGINEER OF RECORD.
7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS
PROVIDED.
8. SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE
SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4
9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE
OF SUSTAINING APPLICABLE LOADS.
10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
11. FRAME MATERIAL: EXTRUDED RIGID PVC.
12. UNITS MUST BE GLAZED PER ASTM E1300-04, SEE SHEET 2 FOR GLASS DETAILS.
13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND
BORNE DEBRIS REGIONS.
14. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE
ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
SIGNED:03/11/2015
FASTERNARCMT CTU-STENS
wqw-
TABLE
Eastern 10'NIEAST00 EW IAEMLSYPPLY1IIFOflTLIYERS.FL)]91t \ • E NI..T OF CONTENTS SERIES 2461 VINYL EQUAL LEG FRAME IMPACT k• 0 61
SINGLE HUNG WINDOW — 54" X 72" ADZ
SHEET NO. DESCRIPTION NOTES T
1 NOTES ��•• Q
DRAWN: DWG NO. REV //� OR1��•� \
2 ELEVATION A.M 08-00564 B �%SS/pMAL
3 — 5 INSTALLATION DETAILS SCALE NTS DATE 08/20/14 1 SHEET 1 OF 5 /��111111111�``
REVISIONS
REV DESCRIPTION DATE APPROVED
A MANUFACTURER'S NAME CHANGE 03/04/09 R.L.
53" MAX FRAME WIDTH B REVISED PER NEW CERTIFICATIONS 08/20/14 R.L.
6" MAX. ---- 21".C.MAX , f _ 6" MAX.
O
J� 3/4"
6" MAX. 1/8" ANN
.090" PVN
BY EASTMAN
/ O /
1/8" ANN 1/8" ANN
12" / ALUMINUM REINFORCED
MAX O.C. / BUTYL SWIGGLE
SPACER SYSTEM
72"
MAX 7/16" BITE
FRAME
/ HEIGHT BACK BEDDING
X GLAZING DETAIL SIKAFLEX 552
32 5/8"
/ MAX..
u / D.L.O. 3/4" Of
1/8" ANN
.090" PVB
BY EASTMAN
6" MAX. 1/8" ANN 1/8" ANN
ALUMINUM REINFORCED
48 1/8" MAX. D.L.O. BUTYL SWIGGLE
BACK BEDDING SPACER SYSTEM
SIKAFLEX 552
RIES 2461 SINGLE HUNG WINDOW 7/16" BITE
EXTERIOR VIEW r
DESIGN PRESSURE RATING IMPACT RATING GLAZING DETAIL"B"
t50.OPSF LARGE AND SMALL
MISSILE IMPACT
SIGNED:03/11/2015
FASTERNAAMRMNOFISYSTEMS L"t'I II'/
WIN
Eaystern
IEASTERNMEAISYPPLY \\ n. LaX W ES-AVE FORT MYERS.FL33912
.,....,.w......... �...,.. 99wn.xzw `�,•�\CE S�,tP i
SERIES 2461 VINYL EQUAL LEG FRAME IMPACT =k• 0,r 951
SINGLE HUNG WINDOW — 54" X 72"
ELEVATION ��f3SSSTAT OF
DRAWN:
DWG N0. 08-00564 RB �j�'/ S/�0RID�G\�w\�
SCALE DATE SHEET �� O AL1 \\\
NTS 08/20/14 2 OF 5 111
Nir
_ 2 1/2" MIN. REVISIONS
EDGE DISTANCE REV DESCRIPTION DATE APPROVED
CONCRETE/MASONRY A MANUFACTURER'S NAME CHANGE 03/04/09 R.L.
BY OTHERS ° ° ° °4 B REVISED PER NEW CERTIFICATIONS 08/20/14 R.L.
° ° ° 1 1/4' MIN.
OPTIONAL 1X BUCK ° ' ° ° ° ° EMBEDMENT
SEE NOTES 3 — 7 1 MIN.
SHEET 1 { � EMBEDMENT MENT
CONCRETE/MASONRY
O BY OTHERS 49
BACKER ROD 1/4" MAX, OPTIONAL 1X BUCK
& APPROVED a SHIM SPACE
SEALANT SHIM SPACE SEE NOTES 3 — 7
SHEET 1
3/16" TAPCON 3/16" TAPCON
° ° INTERIOR
o°
Oro 0
o°n
2 1/2"
EXTERIOR 0 INTERIOR MIN. , ° p
EDGE
DISTANCE 9 a
a � °
0 BACKER ROD EXTERIOR
& APPROVED
SILL TO BE SET JAMB INSTALLATION DETAIL
IN A BED OF CONCRETE/MASONRYINSTALLATION
BACKER ROD APPROVED STRUCTURAL
& APPROVED SEALANT.
SEALANT
1/4" MAX.
OPTIONAL IX BUCK � � SHIM SPACE NOTES:
SEE NOTE 3 — 7 Q 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
SHEET 1 NOT SHOWN FOR CLARITY.
_ 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
CONCRETE/MASONRY ° ° ° SIGNED:03/11/2015
BY OTHERS ° n
Eastern EASTERN MCNITECTUl-SYSTEMS \` /
A DNISIONOi �II1111 III
n° ° EA TI MEratsrva�r \\\CJ R. Ld
tAwl DOMESTIC AVE
i TIMER&-3912
CROSS SECTION SERIES 2461 VINYL EQUAL LEG FRAME IMPACT fie41,
0 61
QLVERTICAL
ONCRETE/MASONRYINSTALLAnON SINGLE HUNG WINDOW — 54" X 72" (,Ex _
INSTALLATION DETAILS ^'70• AT OF ty�
r
DRAWN: DWI;NO. REV 'OF3; OR10P G\ \Z7
ex
SCAMDATE 08-00564 B //i/S/oNALtiE��\`\
NTS 08/20/14 5 OF 5
Florida Building Code Online Page 1 of 2
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0
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BCtS Home I Log In ! User Registration Hot Topics i Submit Surcharge Stats&Facts Publications i FBC Staff BCIS Site Map Links i Search
Busnes
al ' , �sERPub
Professibrrc User
Approval
uaion,
Product Aoorova'Mem!>Product or ADDli[ation Search>Aoolicatior,List>Application Detail
r -u FL 4 FL17472-R1
akE Application Type �
Code Version 2014
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer Eastern Architectural Systems
Address/Phone/Email 16341 Domestic Ave.
Ft.Myers,FL 33912
(800)432-2204 Ext 4314
thoard@easternmetal.com
Authorized Signature Timothy Hoard
thoard@eastemmetal.com
Technical Representative Timothy J.Hoard
Address/Phone/Email 10030 Bavaria Road
Fort Myers,FL 33913
(800)432-2204 Ext 4314
thoard@easternmetal.com
Quality Assurance Representative
Address/Phone/Email
Category find.-sSubcategory
Compliance Method Certification Mark or Listing
Certification Agency Keystone Certifications,Inc.
Validated By Keystone Certifications,Inc.
Referenced Standard and Year(of Standard) Standard Year
AAMA 450 2010
TAS201 1994
TAS202 1994
TAS203 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtCUGgvj Qiz6Av... 1/2/2016
Florida Building Code Online Page 2 of 2
Date Submitted 03/24/2015
Date Validated 04/02/2015
Date Pending FBC Approval
Date Approved 05/08/2015
Summary of Products
FL# Model,Number or Name Description
17472.1 HVHZ Clipped Aluminum Bay/Bow HVHZ Clipped Aluminum Bay/Bow Mullion
Mullion
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL17472 R1 C CAC 622-104CA.'R.vdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 09/22/2018
Design Pressure: N/A Installation Instructions
Other:See drawing set for mullion size,angle and design FL17472 R1 11 PA-0004 HVHZ SS.20IS-02-28.odf
pressure rating Verified By: Hermes F.Norero,P.E.73778
Created by Independent Third Party.Yes
Evaluation Reports
FL17472 R1 AE PER3286 HVHZ SS 20115-02-28.0
Created by Independent Third Party:Yes
7472.2 HVHZ Clipped Aluminum Tube HVHZ Clipped Aluminum Tube Mullion Vertical,Horizontal,T
Mullion and X Configurations
Limits of Use Certification Agency Certificate
Approved for use in HVHZ-Yes FL17472 RI C CAC 622-101CAR.odf
Approved far use We HVHZ.Yes FL12472 R1 C CAC 622-102CAR,j)df
, Y
Impact Resista IS FL17472 R1 C CAC 622-103CAR.odf
Design Pressure. FL17472 R1 C CAC 622-105CAR.Ddf
N/A
Other:See Drawing set for mullion size,configuration and FL17472 R! C CAC 622-106CAq.odf
design pressure rating Quality Assurance Contract Expiration Date
07/18/2018
Installation Instructions
FL17472 R1 11 PA-0003HVHZ SS201S-02-28.9df
Verified By: Hermes F.Norero,P.E.73778
Created by Independent Third Party:Yes
Evaluation Reports
FL17472 R1 AF PER3285 HVHZ SS 2015-02-28,Ddf
Created by Independent Third Party:Yes
Back 6.x11
Contact Us 1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Cgi;lynht 2007-201,3.State of Florida,::PDyLacv Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not Send
electronic mail to this entity.instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850-487.1395.-Pursuant to
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if
they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to
supply a personal address,Please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under
Chapter 455,F.S.,please click here.
Product Approval Accepts:
Fig 99 99 M
'ecu1itv'xF.I'RT<s-
http://www.floridabuilding.org/pr/pr�_app_dtl.aspx?param=wGEVXQwtDqtCUGgvjQiz6Av... 1/2/2016
EASTERN ARCHITECTURAL SYSTEMS
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
GENERAL NOTES: I 'WI 'W2'— r'Wl'—I—'W2
4
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 2010&5th EDITION M M
FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE.
3. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 4 , / \� MULL
INDIVIDUAL UNITS ATTCHED TO MULLIONS MUST BE IMPACT RATED. M M SPAN'L'
ANCHOR CLIP,
4. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING AS A MAIN WIND FORCE
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE TYP t__
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION. VERSPAN
S. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE VERTICAL MULL
STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD 4 SPAN'L'
FOR THE PROJECT OF INSTALLATION.
6. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A MULLITOyP �/ 01 I/
SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, W2�
A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN
NON-HVHZ AREAS.IN HVHZ AREAS,ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMI-DADE PERA. 0
7. MULLION&CLIP MATERIAL:ALUMINUM 6005-T5&6063-T6(AS NOTED)
8. MULLIONS MAY BE USED WITH ANY APPROVED FENESTRATION PRODUCT,UNDER SEPARATE APPROVAL. 0 WI
9. SEE SHEETS 5-9 FOR INSTALLATION ANCHOR REQUIREMENTS FOR SPECIFIC ANCHORING REQUIREMENTS,MULLION
CONFIGURATIONS,AND DESIGN LOAD CAPACITIES. ANCHOR CLIP, A
10. IN ACCORDANCE WITH THE 2010&STH EDITION FBC,DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME TYP 4
INTO CONTACT WITH ALUMINUM UNIT FRAMING SHALL BE PROTECTED AS DEFINED IN SEC 2003.8.4. TYPICAL MULLION ASSEMBLY HORIZONTAL EET" MULL SPAN
MULL
INSTRUCTIONS: ISPAN'L r
1. DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING.
2. CHOOSE A MULLION THAT PROPERLY FITS THE FENESTRATION PRODUCT. 'W2'
TABLE OF CONTENTS 3. DETERMINE WHETHER ASSEMBLY REQUIRES ONE-WAY OR TWO-WAY MULLIONS: E /1
• ASSEMBLIES CONSISTING OF STACKED OR SIDE-BY-SIDE UNITS REQUIRE USE OF
SHEET REVISION SHEET DESCRIPTION ONE-WAY MULLIONS. 0
• ASSEMBLIES CONSISTING OF MULTIPLE UNITS MULLED TOGETHER WITH
1 - GENERAL NOTES,INSTRUCTIONS,AND ELEVATIONS MULTIPLE MULLIONS REQUIRE USE OF TWO-WAY MULLIONS.
• SEE SHEET 11 FOR ASSEMBLY AND LOAD EXAMPLES. 0
2 - MULLION DETAILS • IF ASSEMBLY TYPE CANNOT BE DETERMINED USE TWO-WAY MULLION CHART.
4. VERIFY THAT MULLION DESIGN PRESSURE MEETS OR EXCEEDS REQUIRED DESIGN
3 - ANCHOR CLIP DETAILS PRESSURE OF OPENING USING CHARTS ON SHEETS 6.10. A
4 - MULLION SECTIONS S. QUALIFIED CLIP TYPES APPEAR ON SHEETS 6.10.MULTIPLE ANCHOR
TYPE/SUBSTRATE/CLIP COMBINATIONS WITHIN AN OPENING ARE ALLOWED.
5 - TYPICAL MULLION&CLIP A55EMBLIES 6. THE LESSER DESIGN PRESSURE OR MULLION OR FENESTRATION PRODUCT WILL HORIZONTAL SPAN
GOVERN OVERALL ASSEMBLY DESIGN PRESSURE RATING.
6 _ V X 3-1/8"(LIGHT)MULLION DESIGN LOAD TABLES
7 - V X 3-1/8"(HEAVY)MULLION DESIGN LOAD TABLES -
8 - 1"X 4"MULLION DESIGN LOAD TABLES t1111I II FJ// REVISIONS EASTERN AA DMSCTDNAI SYSTEMS
9 - 2"X 4"MULLION DESIGN LOAD TABLES `���S�oes F. // �,•� Eastern EASTERNR FETAL SY
�- • / A _ IODIO BAVARU ROAD
10 - 2"X 6"MULLION DESIGN LOAD TABLES ��Cv /� ,....;..w.�:::..•.::u a'�a«}c FORT MYERS.FLORIDA p)91l
� �:'���•• �•. rw AH eDDeI13261
11 - MULLION ASSEMBLY AND LOAD EXAMPLES
TITLE:
7�':_i._ = HVHZ CLIPPED ALUMINUM TUBE MULLIONS
* VERTICAL AND HORIZONTAL CONFIGURATIONS
ro T/{T rr GENERAL AND INSTALLATION NOTES
I� `, w� • W DATE:DRAM BY: PREPMEDDY:
Digitally signed by Hermes F.Norero,P.E. = o :, ( 0P:' 40
T � 02/05 13 TJH BVILDINGD0.0PS,SNC.
// • ,•••• G\ \\ DRAWINU ND: SG1lE: '
Reason:I am approving this document /j FtyNDRERR.� FBPE CERTIFICATE OF
Date:2015.02.28 12:45:10-05'00' 73
S9B EASDWAC � PA-0003 N.T.S. AUTHORIZATION N0.29578
6I E SIB SNEET: REV:
RTPC CERT.OF AU1f1dlIZA�ON NO.1,57, DY DAT[ OESCNIPTION REV 1 OF 11__ —
2.000"
0.250"
1.000" 2.000" �—
1.000" —�� ��-- 1.000"
0.250" 0.250" 7 6.000"
0.125" 0.125 4.000" 4.000'
3.125" 3.125" 0
0. 0.625" 0.250" 0.250" J 0.250-
I"X 3-1/8"(LIGHT) 1"X 3-1/8"(HEAVY) 1"X 4" 2"X 4" 2"X 6"
MULLION MULLION MULLION MULLION MULLION
SEE SHEET 6 FOR SEE SHEET 7 FOR SEE SHEET 8 FOR SEE SHEET 9 FOR SEE SHEET 10 FOR
UALIFI QUALIFIED CLIPS QUALIFIED CLIPS QUALIFIED CLIPS QUALIFIED CLIPS
NOTE:SEE SHEET 3 FOR SPECIFIC
CLIP TYPES AND DIMENSIONS.
REVISIONS ._ EASIERNARCRREOTURALSMEMS
F. O ���� Eastern EASTER MIETALSYMY
`�\�� '•• - �� � FORTMYERS.FLORIDA 33913
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7, 11T1E' vHVHZ CLIPPED ALUMINUM TUBE MULLIONS
* '� VERTICAL AND HORIZONTAL CONFIGURATIONS
'fl - TAT� � o: = UL 10 CROSS SECTIONS
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DATE:DRAWN BY: PREPAgEO BY:
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411 I 5 1—
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,1 I I 511 I o 0
2.25" o � 2.25" j
2.25" 1.75"
2.625" 3.375" 0 2.25" 0 0 2.25" o
I–i T0
4.625" 5.375"
0 � 0.125"
f 2.25"� � 0.125" Z"
0.125" 2' �_ T 0 0
11 } 2" X 5" X 13/4" L-CLIP 2.25
2" X 5" X 2 1/4" L-CLIP0.125' 2"
2" X 4" X 3 3/8" L-CLIP ALUMINUM 6063-T6 ALUMINUM 6063-T6 1
ALUMINUM 6063-T6
2" X 4" X 5 3/8" L-CLIP
10.46" I ALUMINUM 6063-T6
2.50" 0.722"—I
2.25" 0 0 2.25` O o I 0.722"–�� �f 10.46"
2.25" 0 2.25' 0
� 11 r
`O 2.25" 0 2.25" 2.335" 2.25"
0
U-T U-1
0.188" `
1.25" 0 2.25" 0 2.25" o
2.125" 2.125"
0.188"
10 15/32" X 21/4" H-CLIP 21/4" U-CLIP 13/4" U-CLIP 1.25"
UM 6063-T6 ALUMINUM 6005-T5 ALUMINUM 6005-T5 T 10 15/32" X 13/4" H-C'I P
ALUMINUM 6063-T6
8.25"
2.25" 2.25" —2.25"
0 0 0 0
2.625"
FASTERNARCARECTURALSYSTEMS
REVISIONS arm Eastern "DNLETA Dv
EASTERN METAL SYPPLY
0Es•S'�`F•.•• �• ���i
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TITLE:.•K•�- eao+Jzazol
HVHZ
ALUMINUM TUBE MULLIONS
0.875"�� =* *__ VERTICAL LIANDDHORIZONTAL CONFIGURATIONS
0 Y CLIP DETAILS
9� DATE:DRAWN BY: PREvpRED BY;
8 1/4" X 3 3/8" H-CLIP �'o� :9cc�1zfoP: z��' 02/os 13 TJHAVILDINBDROPS,INC.
�� `(i `\\ oRAWINONO: SCALE: FACE CERTIFICATE OF
ALUMINUM 6063-T6 ��pql i.'AWE'R G�� PA-0003 N.T.S. }Y AUTHORIZATION N0.29978
388 EASTEpAWAfM7fLW'{ ��38 SIIEF.T: REV:
DANfN/PACiL f1 STA.r BY DATE DEBCHIPTION Rfl' 3 OF 11 –
3DBF CERT.Oi AVThMItAh�N N0.285]8
INSTALLATION
ANCHOR(SEE NOTE 2 1/2"MIN. INSTALLATION INSTALLATION HORIZONTAL
SHEETS 6-10) EDGE
'IST�. ANCHOR(SEE NOTES 11/2"MIN. ANCHOR(SEE NOTES-7",
EDGE DIST. SHEETS 6-10) EMBEDMENT SHEETS 6-10) MULLION,TYP,
CONCRETE OR A
MASONRY BY OTHER
CAULK BETWEEN EXTERIOR MULLION CLIP
,(-. . . . 4 11/4"MIN. 3/4"MIN.
CONCRETE/MASONRY A IX EDGE DIST, P.
WOOD BUCK BY OTHERS EMBEDMENT
'U'CLIP
TYP,
1X WOOD BUCK CONCRETE OR EXTERIOR INTERIOR
BY OTHERS MASONRY BY OTHERS-7—
T
M
E
0 0
SN
T
CONCRETE OR
OTHER'—
o
CAULK BETWEEN
,V
MULLION CLIP CONCRETE/MASONRY A 2X VERTICAL_
I 'S
TYP. WOOD BUCK BY OTHERS MULLION,TYP.
ot, )C
2 X WOOD BUCK
OTHERS
EXTERIOR
INTERIOR BY OTHERS '---�-MVLLION
INTERIOR TYR "ORIZONTAL SECTION
-,\-MULLrON
TYP. A T-MULLION INTERSECT DETAIL
rC�HORIZONTAL SECTION SIDE VIEW
R
BERTICAL SECTION AJ JAMB-2X WOOD BUCK
4 HEAD-CONCRETE/MASONRY SIDE VIEW-HORIZONTAL
SIDE VIEW-VERTICAL
INSTALLATION
ANCHOR(SEE NOTES
HORIZONTAL
SHEETS 6-10)
EXTERIOR INTERIOR MULLION,TYP.
MULLION NOTE EXTERIOR INTERIOR
Typ. "U MULLION CLIP
DETAILS SHOWN ARE TYPICAL FOR ED '-Typ.
ALL
MULLION
I CLIP ASSEMBLIES,
SEE SHEETS6-10FOR ALLOWABLE -VERTICAL
MULLION CONFIGURATIONS,SIZES, MULLION,TYP,
" MULLION CLIP AND DESIGN PRESSURES.
TYP.
(: HORIZONTAL SECTION
\,�4 X-MULLION INTERSECT DETAIL
4 11/4"MIN. SIDE VIEW
.4
EMBEDMENT
PRECAST SILL
BY OTHERS s F REVISIONS EnSfiern
0
4
INSTALLATION
NOT
ANCHORNOT- 0
2 1/2'MIN. HVHZ CLIPPED ALUMINUM TUBE MULLIONS
E7. .
� 1-10) EDGE DISTANCE VERTICAL AND HORIZONTAL CONFIGURATIONS
SHEETS L[
4f-
_ INSTALLA ION DETAILS
ERTICAL SECTION ToTt
PATE:DRA%VN BY; M REV-
SILL-CONCRETE/MASONRY 02 05/13 TJH
SIDE VIEW-VERTICAL .7 'Hp
PA-0003
AUF8 ECERTIFtCATEOF
398 A-0003 N.T.S. ORMATTONNO.25578
I c D FL REV "OF 11
E cmT TA -0'07BV GATE tlE$CRIPtiPR-
VERTICAL MULLION
U—CLIP TO MULLION
CONNECTION
HORIZONTAL MULLION
H—CLIP
SUBSTRATE BY OTHERS
SUBSTRATE VARIES, SEE
NOTES SHEETS 6 — 10
H—CLIP ANCHORS
ALL INSTALLATION HOLES
MUST HAVE AN ANCHOR
INSTALLED IN THEM
MULLIION AND CLIP ASSEMBLY
TYPICAL ASSEMBLY SHOWN WITH V x 3 I!8"MULLION
AND H—CLIP.OTHER MULLIONS AND CLIPS ARE APPROVED.
SEE INDIVIDUAL MULLION SHEETS
1/// REVISIONS EASTERN ARCHITECTURAL SYSTEMS
F. O'//��, ap, EAST ERN MEITTAL SYPPLY
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S 7 TIT E Y HVHZ CLIPPED ALUMINUM TUBE MULLIONS
* * = VERTICAL AND HORIZONTAL CONFIGURATIONS
- MULLIION AND LIP ARSFMFILY DETAILS
T�T P•.,���``' DATE:ORAWNDY: PREPMED BY:
02/05/13 TJH BUILDTNG OROPS.INC.
�� •• ,,,,,.y•�G\ `\ DRMMNONO SGLE: ^ FBPE CERTIFICATE OF
NDR73 ��� PA-0003 N.T.S. .I s AUTHORILITION NO.29579
398 CAS BY DATE DESCRIPTION Rte, SHEET: REV:
DANI f11TRWd8�iAT10N 5 OF 1 1 —
iBPE CEflT.OF AU N0.2BS]B
DESIGN PRESSURE LIMITS FOR MULLION:1"x 3-1/8"(LIGHT)-ONE-WAY MULLIONS 1.000" MULLION MULLION II
SPAN'L' TRI WIDTH'W'IN.
(IN.) 18 24N41.531.1
42 48 53.125 54 60
24 200.0 200.0 .0 200.0 200.0 200.0 200.0 200.0
200.0 200.0200.0 200.0 200.0 200.0 200.0 0.125"
200.0 200.0 .0 200.0 200.0 200.0 200.0 200.0 3.125"
60 200.0 200.0 .0 143.3 134.3 129.8 129.3 127.6
72 161.6 123.7 .3 77.7 71.1 67.2 66.7 63.8
84 101.0 76.9 .5 47.1 42.6 39.7 39.3 36.9
96 67.4 51.1 .2 30.8 27.6 25.6 25.2 23.5 ONE-WAY MULLION DIAGRAMS
108 97.2 35.7 28.9 24.4 21.3 19.0 17.5 17.2 15.9 }
0.375" J
DESIGN PRESSURE LIMITS FOR MULLION:1"x 3-1/8" LIGHT-TWO-WAY MULLIONS 111 X 3-1/811 (LIGHT) MULLION -'
SPAN'L' TRIBUTARYWIDTH'W'(IN.) ALUMINUM 6005-T5 MULLION
(IN.) 18 24 30 36 42 48 53.125 54 60 MULLION
24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 1 200.0 200.0
36 200.0 200.0 200.0 200.0 191.4 167.5 151.3 148.9 134.0
48 200.0 200.0 200.0 167.5 143.6 125.6 113.5 111.7 100.5
60 200.0 200.0 160.8 134.0 114.9 100.5 90.8 89.3 80.4 Wl W2
72 157.6 118.2 94.5 78.8 67.5 59.1 53.4 52.5 47.3 TRIBUTARY WIDTH= 2
84 99.2 74.4 59.5 49.6 42.5 37.2 33.6 33.1 1 29.8
9666.5 49.9 39.9 33.2 28.5 24.9 22.5 22.2 19.9 I_.I_II-e-I
IDB 46.7 35.0 28.0 23.3 26.0 17.5 15.8 15.6 14.0 TWO-WAY MULLION DIAGRAMS
TABLE NOTES:
I. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS&CLIP
DETAILS.
2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED.
3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS.
QUALIFIED ANCHOR CLIPS 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS.
5. ANCHOR REQUIREMENTS:
•WOOD:#14 WOOD SCREWS
•CMU:1/4"ITW TAPCONS
APOONS
o ° ° •METALE%4"1SELF-DRITLLING SCREWS(GRADE 5)
° 6. INSTALLATION SUBSTRATES:
0 0 0 0 •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF V.WOOD SHALL BE MIN.5.6.=0.55.
•HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL
° 211 X$11 X 2 1/4" L-CLIP BE MEDIUM WEIGHT CONFORMING TO ASTM C 90.
CONCRETE PSL HORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE
2 1/411 U-CLIP
ALUMINUM 6005-T5 ALUMINUM 6063-T6 •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN.
**MUST BE USED IN PAIRS IB GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-T5.
U-CLIP FOR USE ONLY IN
MULLION-TO-MULLION
EASTERN ARCHITECTURAL bYSTEMb
,,,11111,,, REVISIONS Eastern
CONNECTIONS o 0 o ��eS F 0 ��i �� EASTERN ETALswPLY
FORT
WERS.ARORI
`\ �\�� � -.,•� �% _ Y r - - FORT AttER3.FLORIDA 3]913
TITLE:
NOTE:SEE SHEET 3 FOR SPECIFIC HVHZ CLIPPED ALUMINUM TUBE MULLIONS
o 0 0 "N 7�.•�..
CLIP TYPES AND DIMENSIONS. - / ° * = VERTICAL AND HORIZONTAL CONFIGURATIONS
1" x 3 1 8" LIGHT MULLION
10 15/32° X 2 1/411 H-CLIP ^ TT� liF DATE:DRAWNBY: PNEPARED BY:
ALUMINUM 6063-T6 �� 02/05/13 TJH
/� (C . G,� \\\ OIWWIrvG NO: SCALE: ' FBPE CERTIFICATE OF
�� 0 �•`�\�` PA-0003 N.T.S. :I•Ay AUTHORIZATION 140.29578
398 EAST 1 }TEAC„1N1a6TE:338
'"ET
REV:
DAN IA 666EMH WEM BY MTE DESCRIPTION REV 6 OF 1 1 -
FBPE CMT.OF AUIRORRATION NO.29578