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Product Aooroval Menu>Product or Aonlication Search>enollcation List>Application Detail
FL# FL11870-R5
Application Type
Code Version 2017
Application Status Approved
Comments
Archived
i
Product Manufacturer (:]ELD-WEN
Address/Phone/Email ort Blvd
Klamath Falls,OR 97601 .
(800)535-3936
fbcl@jeld-wen.com
Authorized Signature Rylee Sumner Fricks
fbcl@jeld-wen.com
Technical Representative ]ELD-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 ows
Subcategory Mullions
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida !Professional Engineer
v3`uation Report- Hardcopy Received
Florida Engineer or Architect Name who developed the Robert].Amoruso,P.E.
Evaluation Report
Florida License PE-49752
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2019
Validated By Steven M. Urich,PE
Validation Checklist- Hardcopy Received
Certificate of Independence F i 1870 RS COI C of I 2263 R vO 413-
1003 ]W StructuralMullion.pdf
Referenced Standard and Year(of Standard) Standard Year
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL11870 R5 Equiv EER 2263 RevO 413-
1003 ]W StructuralMullion A.pd
hftps://www.floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqub%2fM2eroZG16BixGr%2fb6by9BKKXPwWoE%2fav6huA9VsnA%3d%3d 1/2
3/29/2019; Florida Building Code Online
Sections from the Code
I affirm that there are no changes in the new Florida Building
Code which affect my product(s)and my product(s)are in
compliance with the new Florida Building Code.
Documentation from approved Evaluation or Validation Entity 10Yes @ No 0 N/A
Product Approval Method Method 1 Option D
Date Submitted 07/10/2017
Date Validated 07/10/2017
Date Pending FSC Approval
Date Approved 07/12/2017
Date Revised 09/10/2018
SurnwaciEsof Products
FL# Model,Number or Name Description
Clipped Aluminum Tube Mullion 1x3 or 1x4 Tube Mullion
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL11870 R5 II JELD0108 RevO.pdf
Approved for use outside HVHZ:Yes Verified By: Robert].Amoruso, P.E. 49752
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure: +75/-75 Evaluation Reports
Other: FL11870 R5 AE PER 2263 RevO 413-
i 1003 JW Structural Mullion A.a
Created by Independent Third Party:Yes
Back idexC
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.1C,opydght 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:
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https://www.floddabuilding.org/pr/pr__app_dtl.aspx?param=wGEVXQwtDqub%2fM2eroZGl6BixGr%2fb6by9BKKXPwWoE%2fav6huA9VsnA%3d%3d 2!2
JELD-WEN
CLIPPED ALUMINUM TUBE MULLIONCD
IARGEAND SMALL MISSILE IMPACT RESISTANT- 11VIM � Q
MULLION SPAN VS.LOAD WIDTH TABLES-INSTALL4TIONANCHOJ&4GE DETAILS Rm
EL
GENERALNOTES: INSTALLATION NOTES:
1.THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE CURRENT EDITION OF THE FLORIDA I.ANCHORS SHALL BE INSTALLED W ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS. a
BUILDING CODE,FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE PER TAS 2011202/203.AND ALUMINUM
DESIGN MANUAL. 2.ENSURE MINIMUM EDGE DISTANCE FOR ALL ANCHORS AS 2-1/4'TO CONCRETE AND 2"TO HOLLOW BLOCK.
2.NO 33-113%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM.WIND LOAD DURATION FACTOR 3.WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING,ANCHOR SHALL BE LOCATED IN CENTER OF w m o
Cd=1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. NOMINAL 2.(MIN)WOOD STUD(14.3/4"EDGE DISTANCE IS ACCEPTABLE FOR ANCHORS TO WOOD FRAMING). _
� N
3.POSITNE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A 4.ANCHORS TO STEEL OR ALUMINUM SHALL HAVE A MINIMUM EDGE DISTANCE OF 10. =W O
JOB SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. 2
5.WOOD HOST STRUCTURE SHALL HAVE SPECIFIC GRAVITY(SG)=0.55 OR GREATER. =V
4.THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE.FOR SITE CONDITIONS W c
DIFFERENT FROM THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE 6.ANCHOR REQUIREMENTS AS SHOWN HEREIN,INCLUDING MINIMUM EMBEDMENT AND EDGE DISTANCE, O
SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. EXCLUDES STUCCO,FOAM,BRICK,AND OTHER WALL FINISHES. coo
' Z UZZ w
5.PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS.WOOD BUCKS 7.FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN W ITHIN THE HVHZ,A ONE-TIME d W K:7Q < Z
(BY OTHERS)SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. SITE-SPECIFIC NOTICE OF ACCEPTANCE SHALL BE APPLIED FOR AND SECURED FROM THE MIAMI-DADE 2 O 7 od ' Z
6.ALL EXTRUSIONS SHALL BE 6063•T6 ALUMINUM ALLOY,UNLESS NOTED OTHERWISE. BUILDING CODE COMPLIANCE OFFICE PRODUCT CONTROL DIVISION. 203 �W 5? -J w
WFF ¢
R.FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN OUTSIDE THE HVHZ,THE "�O lai m Z
7.ALL FENESTRATION PRODUCTS TO BE USED WITH THESE MULLIONS SHALL MEET All APPLICABLE CODE REQUIREMENTS,e.g.WIND BUILDING OFFICIAL MAY REQUIRE A ONE-TIME SITE-SPECIFIC NOTICE OF ACCEPTANCE BE OBTAINED,OR 0 CL m
LOAD RESISTANCE,AIR&WATER INFILTRATION,FORCED ENTRY,SAFEGUARDS,ETC. THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGNED,DATED AND SEALED BY A LICENSED ENGINEER OR W Y=
-F
REGISTERED ARCHITECT,WHICH DETAIL AND JUSTIFY THE DEVIATION. 4 ZZ3s
8.TOP&BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE.MULLIONS MAY BE MOUNTED VERTICALLY g 2 �!
OR HORIZONTALLY AS APPLICABLE. 9.WHERE EXISTING STRUCTURE IS WOOD FRAMING,EXISTING CONDITIONS MAY VARY.FIELD VERIFY THAT Ja W
FASTENERS ARE INTO STRUCTURAL WOOD FRAMING MEMBERS,NOT SHEATHING. m Y
9.ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS. ui
O 9
10. PRESSURE TREATED WOOD BUCKS(BY OTHERS)SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS d? 3J �
10. WOOD HOST STRUCTURE SHALL BE'SOUTHERN PINE'G=0.52 OR GREATER DENSITY. TO THE EXISTING STRUCTURE. aJ� S g
UW v 6
11. MINIMUM ANCHOR EMBEDMENT SHALL BE AS NOTED IN HEREIN.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCWDES STUCCO, 1l. ANCHORS TO CONCRETE AND HOLLOW CONCRETE BLOCK MAY NOT BE USED IN CONJUNCTION WITH W o m dD
FOAM,BRICK,AND OTHER WALL FINISHES. 'GOAL-POST CLIP AND CUP PLATE.
12. MULLIONS SHOWN HEREIN ARE LARGE MISSILE IMPACT RESISTANT.VERIFY IMPACT RESISTANCE OF FENESTRATION PRODUCTS ANCHOR SCHEDULE:
TO BE USED WITH THESE MULLIONS
1. TO CONCRETE BLOCK
13. MULLIONS SHOWN HEREIN MAYBE USED IN LARGE MISSILE IMPACT,SMALL MISSILE IMPACT,AND NON-IMPACT APPLICATIONS. 1.1. 3/16"DIA.TTW ADVANCE THREADFORM TAPCONS WITH 1"MINIMUM EMBEDMENT AND 2"MINIMUM
14. IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE FLORIDA BUILDING CODE,WOOD BUCKING SHALL EDGE DISTANCE.
1.2. ATTACHMENT MAY BE MADE THROUGH IX OR 2X WOOD BUCKS OR DIRECTLY INTO MASONRY.
HAVE BEEN PRESERVATIVE TREATED OR SHALL BE OF A DURABLE SPECIES. 2. T02500 PSI MINIMUM CONCRETE
15. IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE FLORIDA BUILDING CODE,DISSIMILAR METALS INCLUDING 2.1. MINI
DIA.TTN/ADVANCE THREADFORM TAPCONS WITH 1-112"MINIMUM EMBEDMENT AND 2-1/4'
M
FASTENERS THAT MAY COME INTO CONTACT WITH ALUMUNUM WINDOW FRAMING SHALL HAVE BEEN PROTECTED. MINIMUM EDGE DISTANCE.
2.2 ATTACHMENT MAY BE MADE THROUGH 1X OR 2X WOOD BUCKS OR DIRECTLY INTO CONCRETE.
3. TO 2X WOOD BUCK OR 2X WOOD FRAME HOST SUBSTRATE
3.1. #10 WOOD SCREWS OF#10 TAPPING SCREWS(SMS OR SDS)WITH 1-1/2'MINIMUM EMBEDMENT
AND 3/4'MINIMUM EDGE DISTANCE. Robert J.Anan�so,P.E.
4. TO 1/8"THICK MINIMUM 6063-T5 ALUMINIUM OR STEEL SUBSTRATE(FtU=Fty=22 KSI MINIMUM) Florida P.E.No.49752
TABLE OF CONTENTS 4.1. #10 316 STAINLESS STEEL SHEET METAL SCREW(SMS)OR SELF DRILLING SCREW(SDS)WITH
FULL THREAD PENETRATION THROUGH HOST SUBSTRATE AND 1/2"MINIMUM EDGE DISTANCE. --"" "-"-"-'-"'-- -
SHEET SHEET DESCRIPTION s ptltlltf�
i �`�a
o,Ot S1
1 GENERAL NOTES,INSTALLATION NOTES&ANCHOR SCHEDULE
2 ELEVATION >r :•� h�497
'.�:::
3 COMPONENTS
4 C LIP"AND T-CLIP INSTALLATION DETAILS TEi V is
.A
5 'GOAL-POST CLIP INSTALLATION DETAILS
6&7 MULLION SPAN VS.LOAD W IDTH TABLES :efA'�'8f N 14�`... .
L1 NOTE:MULLION DESIGNATIONS(MULLION"A",MULLION"B"AND MULLION"C")PROVIDED
GEOMETRIC IN DETAILS 1/1,2/1 AND 3/1 ARE PROVIDED ONLY TO ILLUSTRATE THE o 3
SHAPES // \\ DETERMINATION OF MULLION SPANS AND TRIBUTARY WIDTHS.ALL MULLIONS
INCLUDED FENESTRATION of
PRODUCTPER SHOWN IN THE REFERENCED DETAILS MAY BE ANY MULLION APPROVED HEREIN.
// SEPARATE APPROVAL \\
r
MULLAION ;W1 456 15
LLI
MULLION
OR O
SUBSTRATE d
723 123 w
FENESTRATION
FENESTRATION PRODUCT PER PRODUCTPER rc
SEPARATE APPROVAL SEPARATE MULLION
I
I-.
W APPROVAL OR
MULLION MULLION 456 12 MULLION 456 12 SUBSTRATE
•B` .C• 4 5 LU1. 4 5
MULLION FENESTRATION r4 c g LL
FENESTRATION FENESTRATION FENESTRATIONA'• PRODUCTPER 1.10 L2 PRODUCTPER PRODUCTPER PRODUCTPER W2 L1 SEPARATE
SEPARATE SEPARATE SEPARATE NESTRATION PRODUCT PER APPROVAL 3
APPROVAL APPROVAL APPROVAL SEPARATE APPROVAL N o
45fi 12 456 12 W2 456 12 �O
4 5 4 5
4 5 a n t
�p w
p
Zcc mO s�K Z
I ���I�� I I I I I W��2Q � X
f�—W3 W4 W5� f� L1---moi I�W1 W2� 40LL�W u�@
JW 2 mJ
W y H W
NOTES: NOTES: NOTES: 'g fS
1. NUMBER OF FENESTRATION PRODUCTS UNDERNEATH TRANSOM MAYBE 1. UNLIMITED NUMBER OF FENESTRATION PRODUCTS MAY BE 1. UNLIMITED NUMBER OF FENESTRATION PRODUCTS MAY m a
UNLIMITED PROVIDED THAT MULLION LMMATIONS NOTED HEREIN ARE NOT MULLED TOGETHER AS SHOWN PROVIDED THAT MULLION BE MULLED TOGETHER AS SHOWN PROVIDED THAT m y 1 y
EXCEEDED. LMITATIONS NOTED HEREIN ARE NOT EXCEEDED. MULLION LMITATIONS NOTED HEREIN ARE NOT w p
EXCEEDED. as e
2. ANCHORAGE OF FENESTRATION PRODUCTS TO MULLIONS SHALL BE PER 2. ANCHORAGE OF FENESTRATION PRODUCTS TO MULLIONS SHALL
SEPARATE APPROVAL. BE PER SEPARATE APPROVAL. 2. ANCHORAGE OF FENESTRATION PRODUCTS TO U mA
MULLIONS SHALL BE PER SEPARATE APPROVAL. o g
3. ALLOWABLE DESIGN PRESSURES SHALL BE DETERMINED FROM DESIGN 3. ALLOWABLE DESIGN PRESSURES SHALL BE DETERMINED FROMo
SCHEDULES. DESIGN SCHEDULES. 3. ALLOWABLE DESIGN PRESSURES SHALL BE g�
DETERMINED FROM DESIGN SCHEDULES.
4. MULLION SPANS AND TRIBUTARY WIDTHS SHALL BE DETERMINED AS FOLLOWS: 4. MULLION SPANS AND TRIBUTARY WIDTHS SHALL BE DETERMINED g
AS FOLLOWS: 4. MULLION SPANS AND TRIBUTARY WIDTHS SHALL BE
4.1. MULLION'A' DETERMINED AS FOLLOWS:
4.1.1. MULLIOMUL
NSPAN=L1 4.1. LION'A'
4.1.2. TRIBUTARY WIDTH=(WI+W2y2 4.1.1.
SPAN=L1 4.1. MULUONW
4.2. MULLION B. 4.1.2. TRIBUTARY WIDTH=(W7+W2y2 4.1.1. MULLION SPAN=Ll
42.1. MULLION SPAN=L2 4.12. TRIBUTARY WIDTH=(Wi+W2y2
42.2. TRIBUTARY WIDTH=(W3+W4y2
4.3. MULLION'C'
4.3.1. MULLION SPAN=L3
4.3.2. TRIBUTARY WIDTH=(W4+W5y2
FENESTRATION PRODUCTS FENESTRATION PRODUCTS
2 MULLED VERTICALLY 3 MULLED HORIZONTALLY Robertl omw.P.E.
MULLED FENESTRATION Fbtba P.E.No.49752
EXTERIOR ELEVATION SHOWN EXTERIOR ELEVATION SHOWN
PRODUCTS WITH TRANSOM 'I --,__,._.A`t���ua�rd�g -..:,.::_..,_..
1 EXTERIOR ELEVATION SHOWN �`4 HtJ j'ri
`Ra�.0�4.;4�GENgk`
497St.
� '�i�oko
4,388" m
0.125" o
P.
M
0.726" 0.726' �
0.476" 0.476" #
-L0.125' 0.125" V IL
ILW
1.000°
m 2.110"
0.125" 2.110" �0.125" a
-1.000" 72.311
1.3 "-I 1
5.50
0.312" 0.375" 3.000"
o
N �
o N o m °
3os
gO
3.000" 0.125" FT 11 m
0.438FOR 0.438FOR USE
WTH1U
ANCHOR LOCATION, X � ' X0.750ul 4" o cWITH4"
TYPICAL qoMULLION MULLION
1"X 3"MULLION 'GOAL-POST'CLIP '
II 0 �Z
1 6063-T6 ALUM. 6063 T AALUM. t ` ti < Z
Ll Z Q O -F- m0' Z
Zm(6
I I 1.000" 1.950'0.975" CTYPI CAL LocAnaN, ATYPNCHOR LacanoN, 3 a m o R
ANCHOR LOCATION.AL .29' 5.500" Lu Lu Y=mc)
�=¢
3.000"
0.125" 0.110" oo o n Y y`"
4.000" o ' O FOR USE FOR USE o o I
4.340' 0.438' .438" � 0
WITH 3' a
0970° r WRH1'X3" n
ri MULLION cd MULLION 9:
1X 4"MULLION ANCHOR LOCATION.
2 " + ANCHOR LOCATION,
ALUM. t
"
.29' 1.685
�^1'GOAL-POST'CLIP PLATE ���T-CLIP ��1C-CLIP
6063-T6 ALUM. J 6063-T6 ALUM. V 6063-T6 ALUM.
RobertJ.Amoroso,P.E.
Fb,Ij.P.E.No.49752
4i$•s tAt�CE$��a° ,,fr
€ A
tr
O OQ +
s. t 1 ,... 'v. ..
�`dsi��iVA 4����4�` ..
V x3"or 1"x4"MULLION 1"x 3"or 1"x 4"MULLION
#10 SMS OR SDS o
#10 SMS OR SDS
j j j j WITH FULL THREAD
WITH FULL THREADof
PENETRATION INTO
PENETRATION INTO �
MULLION MULLION W Q
4 8 L
0
D.
1 �
1 a N o
#10 FLATHEAD 2„ 2 I > $ o
SDS,(4)PER CLIP #10 FLATHEAD #10 FLATHEAD =m 'J"
SDS,(4)PER CLIP SDS,(4)PER CLIP y F o o
�OJ
3 4" °Z o
1"x3"or 1"x ��W_i¢ < Z I
4"MULLION 1"x 3" 1"x 4" mo gy m z
MULLION MULLION w w r<- g
TYPICAL ATTACHMENT AT 1"X 3"MULLION ATTACHMENT AT 1"X 4"MULLION ATTACHMENT AT c° R
rl-'\MULLION INTERSECTION W/C-CLIP �2\MULLION INTERSECTION W/C-CLIP /MULLION INTERSECTION W/C-CLIP 'Y a
4 VERTICAL SECTION \,jj SIDE ELEVATION 4 SIDE ELEVATION
m
nY0<
SUPPORTING SUBSTRATE(SEE ANCHOR SCHEDULE) a a c
iL
NEDGE 3 EDGE EDGE 1- EDGE EDGE EDGE
DIST. DIST. DIST. 4 DIST. DIST. DIST. ANCHORS PER
SCHEDULE,(4)PER
CLIP
EMBED. EMBED. + EMBED.
ANCHORS PER ANCHORS PER
SCHEDULE,(4) SCHEDULE,(4)
O O O
PER CLIP PER CLIP {� 2" 2" +I RobertJ.Amous",P.E.
#10 FLATHEAD #10 FLATHEAD I FbrtaP.E.No.as7ss
SDS, 4 PER CLIP #10 FLATHEAD
SDS,(4)PER CLIP O SDS,(4)PER CLIP04
— �atas�`tJAA��ErSD �i�
�1 . 1"x
4"MULLION zt,"x 3" 1"x 4"
MULLION MULLION {r,:`
TYPICAL ATTACHMENT - 1"X 3"MULLION —- -1"X 4"MULLION - raT YE'd
4 WITH T-CLIP 5 ATTACHMENT WITH T-CLIP /61ATTACHMENT WITH T-CLIP r�p �C!{ F ,pP ` a4a
4 VERTICAL SECTION 4 SIDE ELEVATION 4 SIDE ELEVATION �dt✓py��h1A 9Ya4`a
SUPPORTING SUBSTRATE o o,
(SEE ANCHOR SCHEDULE)
1.95"
ANCHORS PER
SCHEDULE EXCEPT #
EDGE EDGE FOR ANCHORS TO w a
DIST. `- DIST. #10 FLATHEAD 1.375" CONCRETE BLOCK O
EMBED. ANCHORS PER SDS,(4)PER CLIP (CMU)OR CONCRETE a
SCHEDULE EXCEPT
FOR ANCHORS TO
CONCRETE BLOCK p d
Am Ear (CMU)OR CONCRETE r`?
� m
1rr IINTERIOR = a S LL
3/8" MIN. NOTE:'GOAL-POST CLIP AND � 0
CLIP PLATE SHALL NOT BE 1"x 3"or 3
1" 3/8" MIN. USED WITH 3116"TAPCONS 1"x 4" p m a� o
FOR ANCHORAGE TO MULLION ❑ °
CONCRETE OR HOLLOW z o
CONCRETE BLOCK.MAY BE z I
EXTERIORI I USED ONLY FOR 1 z o o�5 z
m z
#10 FLATHEAD ANCHORAGE TO WOOD, 5 w m cd w I¢-
SDS,,(4)PER CLIP ALUMINUM OR STEEL. o a<g z
wLUX ma
V x 3"or V x 4"MULLION �3mzl)
5 ^Y�a a`
TYPICAL ATTACHMENT WITH TYPICAL ATTACHMENT WITH w
1 'GOAL-POST'CLIP 2 'GOAL-POST'CLIP aco� ig
5 SIDE ELEVATION $ SECTION U �s
Robert J.Amoroso,P.E.
Fbrba P.E.No.49752
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TE F
-- - - ��
............... .......................................... .................... .....................................-
................ ...................
m a a
w
DESIGN :SCHEDULE:
,. :l:,,x3,,: ':MULLION WITH 'GOAL: Posr:CLIP i to
C3
mu
SPM 10 2 4 :48-
4�
v 2r: iD� 3w. Ar
-10V- 27.6 23.6 i 20.6 i :18.3: 13,5ro 138 12.1 . .7 11.8
q
10,3:
W 324 2iL1 :24:6 ::21.8:: 10.1 :17.9: 16A 16.1 1 i 14.0 q • LU
.13.1 :lz3,
961: 374 313 :27.8 :24.7: 22.2 -20,2: 18.5 17.1 WO
-14,8 -1119 12A: : R
DESIGN SCHEDULE NOTES:
90" 44.9 38.6 :317 .30.0: 27.0 2A.6: 22.6 20.7 1"
is's EL
as" 61.6 44.1 ::30 :34.3: 30.0 :28.1 26.8 23.8 :22,11 1• DESIGN SCHEDULES PROVIDE MAXIMUM ALLOWABLE
20.6 :19.3. 17.5
W 65.3 1: 47.4 i4l.*6 :363� 33.2 POSITIVE(-)AND NEGATIVE(-)DESIGN PRESSURES FOR
30.1 27A 26,0 SQUARE
......... .......... 217 :22.*l .20.7 18.6 USE WITH MULLION SYSTEM IN POUNDS PER
:80- 64.0 ISCS :48.0 :42.7 30.4 34.0: $2.0 29.6 27A qns '24,0: 21.7 i FOOT(PSF).
78* 66.0 60.0
:49.5 44.0: 396 3110 33.0 30.5283 :28.4 24,8: 224
i 2- FOR DETERMINATION OF MULLION SPANS AND
761 67,6 G&I :50.8 : .452: 40.7
37.0 83.9 31.3 :29.0 :27A :25A 23.0 TRIBUTARY WIDTHS,SEE ELEVATIONS ON SHEET 2. N
:72!' 71.6 01.3 :63.7 :47.7: 4ZO 09.0 35.8 no .30.7 3:
'28.6 26.8 UA
0
G&I 75.0 60,9 :58.5 :62.0 48.8 42A 39.0 36.0 314 312 2$4: 28.6
3. FOR INSTALLATIONS UTILIZING MORE THAN ONE TYPE ui
U)
Cir 76.0 73.6 :04A :67.2: 61.5 48.8 42A 3910 W .3 w OF CLIP PER MULLION,USE THE LESSER ALLOWABLE
.34 32.2, 292 : : mw
DESIGN PRESSURE.
70.0 76.06 :63.6. 57.2 62.0 i 47.7 44.0 AMS X2 .35.81:
a 7.11 m
32A
sor. . 76.0 :67.9:
7&0 :75.0 61.1 65.6 50,9 47.0 43A 40.7 3$.2 34.0 4. ;GOAL-POST`CLIP MAY NOT BE USED FOR
INSTALLATIONS TO CONCRETE OR CONCRETE BLOCK w
:76.0 r-
:49' MID Xo 71.5 0.4 su fi3a 49.s :46.0 47-0 .402. X4
(CMU).
0
:421 mo .76.0: MG 6619 6" 56.6 628 4M 4": 41.6
z 0 z
i" T-- a
AC 75.0 75,0 :76.0 75.0 73.2 i Is S. DENOTES CONDITIONS NOT ACCEPTABLE -0 -=)O
01.0 :57 .63.7 .50.3 46.6 Zoo W
FOR 75.0 MO Irm: 75.6 75.0 71Z 66A .61.3 57.2 SW 48.6
:31r R USE. Lu w 0 R
30 ca-i
76.0 76.0 :715.0 :75.0. 1 76,0 76.0 )60.7 84A 0.3 Do
SA
IL >
72-11
75-0
AN mo lio .76.o 1-mo mo 76.0 Lu z
en
Z
Ld
b:
-:'T;:CIP!:::.:0R:..lC CUP-!.. :�:. '::w Q.=) C �4
DESIGN SCHEDULE. WITH L
:i:::::!:':OX3" MULLIONVI
............ .................. .. .............
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...... . .. . .......... ....... ...I.......... w- 0
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SPAWAVI : 24' -: 2P :: : At4r : .: .:::: .
18:5': 16
106" 27,6 238 206 1830
...13.8
900° ......328..... .... .....246:::.. :::19;7::::: .... 178... 14.4... ::
88 37.0 317p .::::17A::::: :j4A::::::::::13 :::A2.6:-
..... .........
94,9 :16.0 1$9
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1118 t
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' 3/ 9/2Q19 Florida Building Code Online
i
ism..
BCIS Home i Lag In User Registration Hot Topics f Submit Surcharge I Stats&Facts I Publications ? Contact Us BCIS Site Map i Links Search
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Product Approval
:USER:Public User
Product A1212roval Menu>Product or Aoolication Search>[Rolication List>Application Detail
e FL# FL16812-R3
Application Type Affirmation
Code Version
Application StatusApprove b
Comments
Archived
Product Manufacturer =Corpor`
Address/Phone/Email 102 Main St.
Pella,IA 50219
(641)621-6096
pellaproductapproval@pella.com
Authorized Signature Beth Phelps
phelpsba@pella.com
Technical Representative TROY FARR
Address/Phone/Email 18600 NE-WILKES ROAD
PORTLAND,OR 97230
(503)405-9176
tbfarr@pella.com
Quality Assurance Representative Pat Bartscheller
Address/Phone/Email 102 Main Street
Pella,IA 50219
(641)621-1000
P]Bortscheller@pelia.com
Category (ai;ndo;,Subcategory n
Compliance Method Certification Mark or Listing
1 Certification Agency Window and Door Manufacturer Association
Validated By Terrence E. Lunn,PE
i
Validation Checklist- Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440-08 2008
AAMA/WDMA/CSA 101/I.S.2/A440-11 2011
Equivalence of Product Standards
Certified By
I affirm that there are no changes in the new Florida Building
Code which affect my product(s)and my product(s)are in
compliance with the new Florida Building Code.
Documentation from approved Evaluation or Validation Entity '&Yes �No @ N/A
https://www.flodd6building.org/pr/pr app_dtl.aspx?param=wGEVXQWtDgtmmTSTNdVPsYPC%2bYipl8uG4vyPUGJt7zHksfvB2eLIFA%3d°/a3d 1/4
1
3/19/2019 Florida Building Code Online
Product Approval Method Method 1 Option A
Date Submitted 12/05/2017
Date Validated 12/05/2017
Date Pending FBC Approval
Date Approved 12/06/2017
Summary of Products
FL# Model,Number or Name Description
16812.1 250 Series Single Hung Window 36"x 63"vinyl non-impact single window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL16812 R3 C CAC CCL 411-H-1462.06 .07.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 08/06/2021
Design Pressure: +35/-35 Installation Instructions
Other:Configurations of glass shall conform to the current FL16812 R3 II Drawing 1867.pd
ASTM E1300 standard. Verified By: Warren W. Schaefer P.E. 44135
Created by Independent Third Party: Yes
Evaluation Reports
FL16812 R3 AE Drawing 1867.pd
Created by Independent Third Party:Yes
16812.2 250 Series Single Hung Window 48"x 84"vinyl non-impact single window with fully reinforced
stiles&rails
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL16812 R3 C CAC CCL 411-H-1462.08 .09.E
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 08/06/2021
Design Pressure: +35/-35 Installation Instructions
Other:Configurations of glass shall conform to the current FL16812 R3 II Drawing 1867.E
ASTM E1300 standard. Verified By: Warren W. Schaefer P.E. 44135
Created by Independent Third Party:Yes
Evaluation Reports
FL16812 R3 AE Drawing 1867.pdf
Created by Independent Third Party:Yes
16812.3 250 Series Single Hung Window 54"x 66"vinyl non-impact single window with fully reinforced
stiles&rails&HP package
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL16812 R3 C CAC CCL 411-H-1462.14 .15.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 08/13/2021
Design Pressure: +50/-50 Installation Instructions
Other:Configurations of glass shall conform to the current FL16812 R3 II Drawing 1867.P-df
ASTM E1300 standard. Verified By: Warren W. Schaefer P.E. 44135
Created by Independent Third Party:Yes
Evaluation Reports
FL16812 R3 AE Drawing 1867.pd
Created by Independent Third Party:Yes
16812.4 250 Series Single Hung Window 48"x 72"vinyl non-impact single window with fully reinforced
stiles&rails&HP package
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL16812 R3 C CAC CCL 411-H-1462.16 .17.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 08/13/2021
Design Pressure: +50/-50 Installation Instructions
Other:Configurations of glass shall conform to the current FL16812 R3 II Drawing 1867.pd
ASTM E1300 standard. Verified By: Warren W. Schaefer P.E. 44135
Created by Independent Third Party:Yes
Evaluation Reports
FL16812 R3 AE Drawing 1867.pdf
Created by Independent Third Party:Yes
6812.5 250 Series Single Hung Window 72 1/2"x 63"vinyl non-impact double window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL16812 R3 C CAC CCL 411-H-1462.00 .01.p_df
Approved for use ide HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resista t:No 06/14/2021
Design Pressure. 35 Installation Instructions
Other:Configurations of glass shall conform to the current FL16812 R3 II Drawing 1867.pdf
ASTM E1300 standard. Verified By: Warren W. Schaefer P.E. 44135
Created by Independent Third Party:Yes
Evaluation Reports
https://www.floddabuilding.org/pr/pr app_dtl.aspx?param'=wGEVXQwtDgtmmTSTNdVPsYPC%2bYipl8uG4vyPUGJt7zHksfvB2eLIFA%3d%3d 2/4
3/19/2019 Florida Building Code Online
FL16812 R3 AE Drawing 1867•
Created by Independent Third Party:Yes
16812.6 250 Series Single Hung Window 96"x 72"vinyl non-impact double window with fully reinforced
Stiles&rails
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL16812 R3 C CAC CCL 411-H-1462.18 .19.E
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 08/09/2021
Design Pressure: +35/-35 Installation Instructions
Other:Configurations of glass shall conform to the current FL16812 R3 II Drawing 1867.pdf
ASTM E1300 standard. Verified By: Warren W. Schaefer P.E. 44135
Created by Independent Third Party: Yes
Evaluation Reports
FL16812 R3 AE Drawing 1867•pd
Created by Independent Third Party:Yes
16812.7 250 Series Single Hung Window 72"x 65 1/2"vinyl non-impact double window with fully
reinforced stiles&rails&HP package
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL16812 R3 C CAC CCL 411-H-1462.20 .21.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 08/09/2021
Design Pressure: +50/-50 Installation Instructions
Other:Configurations of glass shall conform to the current FL16812 R3 II Drawing 1867•pd
ASTM E1300 standard. Verified By: Warren W. Schaefer P.E.44135
Created by Independent Third Party:Yes
Evaluation Reports
FL16812 R3 AE Drawing 1867•pd
Created by Independent Third Party:Yes
16812.8 250 Series Single Hung Window 108"x 63"vinyl non-impact triple window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL16812 R3 C CAC CCL 411-H-1462.00 .01.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 06/14/2021
Design Pressure: +35/-35 Installation Instructions
Other:Configurations of glass shall conform to the current FL16812 R3 II Drawing 1867•pd
ASTM E1300 standard. Verified By: Warren W. Schaefer P.E. 44135
Created by Independent Third Party:Yes
Evaluation Reports
FL16812 R3 AE Drawing 1867.pdf
Created by Independent Third Party:Yes
16812.9 250 Series Single Hung Window 48"x 84"vinyl non-impact single window with transom with
fully reinforced Stiles&rails
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL16812 R3 C CAC CCL 411-H-1462.04 .05.pjf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 08/09/2021
Design Pressure:+35/-35 Installation Instructions
Other:Configurations of glass shall conform to the current FL16812 R3 II Drawing 1867.pdf
ASTM E1300 standard. Verified By: Warren W. Schaefer P.E. 44135
Created by Independent Third Party:Yes
Evaluation Reports
FL16812 R3 AE Drawing 1867•pd
Created by Independent Third Party: Yes
I ! 16812.10 250 Series Single Hung Window 42"x 83.5"vinyl non-impact single window with fully reinforced
Stiles&rails&HP package
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL16812 R3 C GAC CGL- PEL-H-1462-Rdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 11/04/2025
Design Pressure: +50/-50 Installation Instructions
Other:Configurations of glass shall conform to the current FL16812 R3 II Drawing 1867•pdf
ASTM E1300 standard. Verified By: Warren W. Schaefer 44135
Created by Independent Third Party:Yes
Evaluation Reports
FL16812 R3 AE Drawing 1867.pdf
Created by Independent Third Party:Yes
Back E4 ext
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Qqyaght 2007-2013 State of Florida.::Privacy Statement::Accessiblity Statement::Refund Statement
https://www.loddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtmmTSTNdVPsYPC%2bYip[8uG4vyPUGJt7zHksfVB2eLIFA%3d°/a3d 3/4
w q
w q
GENERAL NOTES:
Aw :1.11
t. ALL FASTENERS SlillL BE IN ACCORDANCE WITH THESE DRAWINGS. ;SPECIFIED:ANCHOR EMBED:TO i FOR MAX. FRAME WIDTH, SEE FOR MAX. FRAME WIDTH, SEE
::
--BASE MATERIAL SHALL BE:BMND:WALL FINISH OR STUCCO.—'---- NOTE 13ELOW
-NOTE:BELOW
To TwasFER
OPENINGS.BUCKING i SLICING FASTENERS MUST BE PROPERLY DESIGNED W,INSTALLED
:WIND LOADS TO THE STRUCTURE w
:21. THESE NON-IMPACT RATED PRODUCT INSTALLATIONS ARE IN ACCORDANCE WITH AND MEET THE:
_LL
:REQUIREMENTS OF THE FLORIDA BUILDING CODiE(FBI_
:4. ALL-ANCHORS SECURING PRODUCT FRAMES TO PRESSURE TREATED PUCKS OR WOOD:FRAMING:SHALL -7-----
:4-:MAX.;
:BE CAPABLE OF RESISTING CORROSION CAUSED BY THE PRESSURE TREATING CHEMICALS IN THE WOOD. so
w :5. MATERIALS.INCLUDING BUT NOT UMITED:Th STEEL SCREWS,:T)iAT COME INTO CONTACT.WITH OTHER h
DISSIMILAR MATERIALS SHALL MEET:THE REQUIREMENTS OF FLORIDA BUILDING CODE CHAPTER 20.
S. TO THE BEST OF OUR KNOWLEDGE,THE:PRODUCT SHOWN RERUN IS CERTIFIED&DUALITY ASSURED FlN FASTENER:WITHIN 2"—
FRAME SCREWS WHERE SHOWN
:BY A FLORIDA STATE APPROVED CERTIFICATIONZ11A ENTITY&SHALL BE LABELED IN ACCORDANCE WITH THE: OF CORNERS Sc 4 1/2
0 SIDES. SEE*�'FRAME ANCHOR
:FSC AND w
THE FLORIDA DEPARTMENT OF BUSINESS&PROFESSIONAL REGULATION SPECIFICATIONS. MAX. O.C. WHEN JOB
PRODUCT ASSEMBLY IS NOT PART:OF THIS DRAWING AND SHALL:BE IN ACCORDANCE WITIN:THE
,P REQUIRED DESIGN REQUIREMENTS ON THIS-
:MANUFACTURER'S OUAUTY:ASSURANCE SPECIFICATIONS&TESTING REPORTS.
:7. CERTIFICATION OF THESE PRODUCT INSTALLATIONS SHALL BE CONSIDERED V0Iq IF ANY:OF THE: PRESSURE IS OVER +/-35 SHEET FOR REQUIREMENTS.::
w :FOLLOWING APPLY.-1)PRODUCT IS INSTALLED:WIrHOUff A BUILDING PERMIT FROM THE APPLICABLE LOCAL
C7 .0 (NOTE THAT WHEN JOB
77 REQUIRED DESIGN PRESSURE IS
BLIA-DINd DEPARTMENT. 2)PRODUCT IS INSTALLED BY ANYONE OTHER THAN A UCENSP CONTRACTOR PSF, 9�:MAX.' C. WHEN co
KIT: JOB REQUIRED DESIGN:
:EXPERIENCED WITH INSTALLA'RONS:OF THIS TYPE OF PRODUCT. -3)IF CHANGES HAVE OCCURRED TO THE' . .0
PRODUCTS CERTIFICATION ENITTY'S CERTIFICATIE THAT CAUSE THESE INSTALLATIONSJO BE INCORRECT OR PRESSURE IS -35 P F OVER +/_35:A FRAME FILLER
S
:INCONSISTENT WITH WHAT' q w . .. MUST BE USED AT EACH FRAME
HAS BEEN TESTED.: . :: p
THE LEAST DESIGN PRESSURESPEOFIE0 EITHER IN THIS DRAWING OR IN THE:PROOPLYS CERTIFICAMON OR LESS. SEE"FRAME:
. q :z SCREW, SEE SHEET 5 FOR::
SHALL CONTROL FOR THE',INSTALLED PRODUC717. ANCHOR:REQUIREMENTS
9.THESE DRAWINGS CERTIFY THE PRODUCT INSTALLATION ONLY.:WATER:PROOFING OF THE INSTAUEO TABLE":ON THIS SHEET. uj PART DETAIL):
:. I
PRODUCT IS NOT PART Of THIS INSTALLATION:CE9TIFICATION. i4i RESPONSIBILITY SHALL:BE THAT OF THE 2-
FOR REQUIREMENTS.
MANUFACTURER&/OR INSTALLER
Of
t5,o 1:
Z
N EVALUATION 6 RASED:ONI APPLICABLE ANCHOR STANDARDS ANDIOR WROAMATIONI RESLI
FROM ON
TEST REPORTS WITH THE
:THE FLORInk BUILDING CODE THEE
CLUSTER:FIN FASTENERS
EVAIIIATION WAS TIN FORCE AT.T14E TIME OF THE EVAULATION. IN THE MIT OF:COE VERSON
CHANGMPUTES OR N THE EVENT:THAT NEW OR ADDITIONAL TESTNC IS COMPLETED ON THE, MEETING RAIL ENDS SUCH THAT
REFERENCED
EFERENa PRODUCT,PRIOR TO SALTING ODE COMPUANCE WITH THE STATE TIE MANUFACTURER SIML THERE ARE A TOTAL OF:5 [L
CONFIRM WiTH:7HE DISTALIAMON EVALUATION ENGINEEROF RECORD THAT TWINSTA"DONS SPECIFIED POSITIONED AS:SHOWN.:SEE O T
HERE--N ARE CURRENT WITH THE THEM CURRENT TESTING,CODE AND APPUU=STMOARDS.
Z
"FRAME ANCHOR REQUIREMENTS 0
z
FRAME ANCHOR REQUIREMENTS TABLE-- TABLE"ON THIS SHEET:FOR
: . :
REQUIREMENTS..
OPENING TYPE FRAVE/CLP/NNL FN To : MINIMUMMINIMUM f z
(SUBSTRATE) OPENING FASTENER TYPE: :EMBED JEDGE DIST.
(1) FRAME SCREWS
MIN. 20 WOOD FRAME OR BUCK:
SMS OR WOOD SCREW 4�
o S.
NO. 10: 1/47 3/4" y(MIN. GR. 3 k G=0.65)
zg
MIN. 1B GA.33 ksi METAL STUD' NO. 10 GRI 5 SELF TAP/DRILL SCREW :FULL: 1/2-
5�
MIN. 1/8-THK A36 STEEL NO. 10 GR 5 SELF TAP/DRILL:SCREW FULL i 1/2- EXTERIOR ELEVATION: :EXTERIORS`ELEVATION;;
MIN. 1/8- THK 6063-TS ALUM. NO. 10 GR. 5 SELF TAP/DRILL�SCREW FULL 172; SINGLE WINDOW SINGLE'WINDOW
�MIN.C=90 CMU OR 2500 PSI CONCRETE (2) 1/47 CONCRETE SCREW i i 1/4.
2 i SCALE- 3/4" = V-0 SCALE- 3/4" = i'-O"
:(1) INSTALLATION CLIP SCREWS :(NAIL:FIN':MOUNT CONDITION) (FRAME SCREW MOUNT CONDITION) nA
D
MIN. 2X4 WOOD FRAME OR BUCK:
51 VJQ
NO, 10 SMS SCREW 1 1/4" 1/2' 0
(MIN. GR. 3&G=0;55) 0
MIN. 18 GA. 33 KSI METAL STUD: NO. 10 GR. 5 SELF TAP/DRILL:SCREW i FULL 1/2" FOR MAX. SINGLE: SIDE JAMB a
ANCHOR:
MIN. 1/8"THK A36 STEEL NO. 10 G FULL: 1/2' llifff, : 2
R. 5 SELF TAP WINDOW FRAME DIMEN51ONS
MIN. 1/8-THK E063-T5 ALUM. NO. 10 GR. 5 SELF TAP/DRI 1/2- SPACING TABLE If!
.FULL. �w/
LL SCREW AND ALLOWABLE DESIGN:
(2) 1/4�.'CONCRETE SCREW 1 1/4" MAXIMUM MAXIMUM
2500 PS!CONCRETE 4k'
PRESSURE, SEE APPLICABLE BLE
a I FRAME: 0 C. A%
(3)NAILING FIN FASTENERS ..'a
-T jr
SPACING LM cc-
FLORIDA APPROVAL WIDTH
MIN. 2X4 WOOD FRAME OR BUCK: .
No. 8 SMS SCR: (IN.) i :2
(IN.) 1
:1 3/8! 1/2'
(MIN, GR.3&G=0:155) CD:=;:.4 :
uo,
54 I� : ;,r..0
0
MIN. 20 WOOD FRAME OR BUCK
11:GA. ROOFING NAIL 3/8' 1/2'
(MIN. GR.3 G=M55) 13
3w
MIN. A36 SEELLU
NO. 8 GAL 5 SELF TAP/DRILL SCREW FULL 1/2' TION�jOtE_ 17
MIN. 1/8-THK 60636 T9 AM.: U NO.8 GR. 5 SELF TAP/DRSCLL
REW FU : 1/2" ALT "TE ANCH
ALL.ALTERNATE ANCHORS IN THEIR SPECIFIED
..
(1)FRAME AND-INSTALLATION CLIP SCREWS SHALL BE A PM. OR HEX HEAD: SUBSTRATES HAVE BEEN:ANALYZED IN:ACCORDANCE
R SCREW.
WITH THEIR ARPUCABLE:STANDARO(S) ARE FOUND
SHALL BE ELCO LILTRACONS (CLS.), ELCO CRETE-FLEX (S.S.). TTW:' FOUND; :: )OUCT REV.
(2)CONCRETE SCREWS
RAMSFr/RED HEAD TAPCONS(C.S.�OR S.S.) OR HILTI KWIK THAN 1867 A
ESE
-CON (CLS:OR S.S.). TO BE EQUIVALENT TO OR STRONGER: THE ::
.. :: OF MAY
USED WITH THE NAIL FIN,THEY MUST BE A PAN HEAD OR: HEAD
ANCHORS S) USED IN TESTING WITH THIS PRODUCT' 0". SHEET NO.
(3)WHEN SCREWS ARE C EY:8E USED FOR RATIONAL.ANO/OR LOM iPPR
'y
AW PRODLICT NOT PRO0lICEO:ITf.%M MWIF MAL
SCREW OR HAVE A FLAT:WASHIER:AT THE SCREW HEAD. OF
ff 1',,� 5
m ON IB99 gemtol
w a a
w
w a a
w :;
w
w
!RY t.RS
- .- RAM WIDTH
48" MAX F E - -
A7
+4
FOR MAX. OVERALL FRAME WIDTH. SEE SIDE-BY-SIDE WINDOW
SIZE/PRESSURE TABLE ON THIS SHEET
2' 2" /✓ CLUSTER FIN:FASTENER
At. SCREWS ATiMUWON:ENDS:<
4 SUCH THAT THERE ARE A
2" TOTAL OF 3.POSITIONED AS
%! z
SHOWN. SEE "FRAME:
ANCHOR REQUIREMENTS
1111 j — — TABLE" ON SHEET 1 FOR
CLUSTER FIN;FASTENER SCREWS AT MULLION j SCREW REQUIREMENTS, o
Ir: ENDS SUCH THAT THERE ARE A TOTAL OF 3 (NOTE 7HAT:ROOFING NAILS
D: w ARE NOT APPLICABLE;AT
wl POSITIONED AS SHOWN. SEE "FRAME ANCHOR i s
.REQUIREMENTS TABLE" ON SHEETi1 FOR: g MULLION ENDCLUSTERS)
cn
N�
L C1 :SCREW:. (NOTE THAT ROOFlNG;; ^CLUSTER FIN:FASTENERS
LD N z 5 NAILS ARE NOT APPLICABLE AT MULLION END AT MEETING:RAIL ENDS
w n I CLUSTERS) % 2" 91 :SUCH THAT;THERE ARE A j 3 >=w N o
TOTAL OF 5 POSITIONED AS o
o
2 SHOWN. SEE FRAME z
3O / - _ _/_ ANCHOR REQUIREMENTS 3 va3
'w / I / /. TABLE" ON SHEET 1'FOR 5!`
o FIN FASTENER WITHIN 27 OF CORNERS & CLUSTER FIN.FASTENERS AT REQUIREMENTS: w
Fn< MEETING RAIL ENDS SUCH;THAT / ` d o a
4: 1/2" MAX. O.C. WHEN JOBREgUIRED DESIGN THERE ARE A TOTAL OF 5'
Or m„ PRESSURE:IS OVER +/=35 PSF; 9" MAX. O.C. •i POSITIONED AS SHOWN. SEE
WHEN JOB REQUIRED DESIGN:PRESSURE IS;+/-35 ^FRAME ANCHOR REQUIREMENTS I FIN FASTENER:WITHIN 2" o
PSF OR LESS. SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET'.1 FOR
OF CORNERS:& z w
TABLE" ON SHEET 1 FOR REQUIREMENTSREOUIREMENiS. B1: ::9" MAX. D.G. SEE 'FRAME.: z
4 / :ANCHOR REQUIREMENTS
TABLE" ON SHEET 1:FOR =
B1 :REQUIREMENTS; J
4
CD
zm
EXTERIOR ELEVATION: Z s
SIDE-BY-SIDE WINDOWEXTERIOR ELEVATION: s �a s^
SCALE 3/4" = 1'-0" : E3n
..(NAIL FIN MOUNT CONDITION)
SINGLE WINDOW WITH TRANSOM:
SCALE: 3/4":= VLO" Hn z
(NAIL: FIN MOUNT CONDITION): J
ALLOWABLE:SIDE-BY-SIDE -NNzm
WINDOW SIZE/PRESSURE _ yg
TABLE ALLOWABLE DESIGN PRESSURE
MAXIMUM :MAXIMUM :ALLOWABLE (TRANSOM UNITS ONLY) U 3
OVERALL FRAME PRESSURE
+/-35 PSF ��� E� *d����i s a
FRAME : HEIGHT (+/- PSF) *���� ••^•,,�Y �I o
WIDTH DIMENSION �Q,r ;�; sL
DIMENSION: ( ) V.6ktom; 66�jl: GS
IN:
(IN.) _2 t2
pi f o0
TRIPLE:WINDOW 2iS, Z od oz' g
tOs 63,
DOUBLE:WINDOW;: 1�4,dbb �•r `�' 3I
ss 72 11 35 �0� �„,PR�t��• .
DRAVA14G NO.
72 : 651/2 1 50 1867. A:
SHEET NO.
2 5 :
a wawM M* cm=m W.
wt. AW&
0210/:4
FRAME WIDTHSEE SIDE-BY-SIDE WINDOW:
FOR MAX.::OVERALL , ...
:
SIZE/PRESSURE TABLE ON THIS SHEET 48" MAX. FRAME WIDTH
INDIVIDUAL WINDOW WIDTH INDIVIDUAL:WINDOW WIDTH INDIVIDUAL WINDOW WIDTH
4" MAX.
:4' MAX.
13j1/4- L r T TLT 13 i 1/4- 13 1/4".
U TL
4" MAX.
0
MAX. MAX O.G.
T7 V
3' -
4- MAX. 31, cs
3', ...
FRAME SCREWS WHERE SHOWN,AT HEAD & a a
SIDES. SEE "FRAME ANCHOR REQUIREMENTS
WILE" ON SHEET 1 FOR REQUIREMENTS. (NOTE
w w THAT WHEN J06 REQUIRED DESIGN:PRESSURE
FRAME SCREWS WHERE SHOWN
q w IS OVER �/-35 A FRAME FILLER MUST BE AT SIDES. SEE "FRAME ANCHOR:Lu w u,
2 USED AT EACH FRAME SCREW; SEE:SHEET:
REQUIREMENTS TABLE" ON SHEET
eL5 -w
FOR PART DETAIL)
rC2\ 1 FOR REQUIREMENTS.
ui En \,�5
6
Lu
.0x OWo
7
m
CL
EL
'o
INSTALLATION CUPS WHERE SHOWN:AT SILL
SEE "FRAME ANCHOR:REQUIREMENTS TABLE" ON
SHEET' I:FOR REQUIREMENTS
Z
4* MAX.
O o'o
12:1/4' �12 1/4"
4" MAX. 4" MAX. v) z 4"el 41 4fl
:MAX.
O'C. 4 4 MAX. O.C; I
MAX
EXTERIOR:ELEVATION: EXTERIOR ELEVATION:;
Reg:
SIDE—a--�SfDE WINDOW SINGLE WINDOW WrrHiTRANSOM,:
SCALE: 4/4' =:I
: 'SCALE: 3/4 = 1:';
-
:SIDE JAMB .0
w
(FRAME SCREW AND::CLIP :MOUNT CONDITION) : ::ANCHOR (FRAME -SCREW MOUNT:CONDITION)
SPAOING:TABLE: ul
—BY4SIDE =)
ALLOWABLE:SIDE
MAXIMUM MAXIMUM: ALLOWABLE DESIGN::PRESSURE: cq tn
WINDOW SIZE/PRESSUREINDIVIDUAL O.C. I M UNITS ONLY)
TABLE: WINDOW :SPACING
-��/-35 P5F
i
MAXIMUM MAXIMUM ALLOWABLE WIDTH (IN.)
OVERALL: FRAME PRESSURE
Al
FRAME HEIGHT PSE) 48; 13 i
-Z-1 1:
WIDTH IAJENSION
DI cj u.
1=
35 17
DIMENSION (IN.) 10 o%:.
(IN.)
'4
w w
TRIPLE WINDOW:: co
109 35
4*K
DOUBLE WINDOW.
96 72 35 /!/flout
DMWING ND. ftFV.:
72 :1 65 1/2 50
1867 A:
SHEET No.
.3 OF 5
w w:
aw w w
w
a a
w w:
m m
p
DWN W.- 1mffmQ:9 M,
FRAMEvn
FIN FASTENER PER SCREW PE
i i ELEVATION-
SUBSTRATE BY SUBSTRATE:BY SUBSTRATE BY
SEALANT BY OTHERSFRAME SC OTHERS PER SEALANT BY OTHERS
OTHERS PER SCREW - I OTHERS PER i w
PER ELEVATION FRAME ANCHOR 8
BEHIND NAIL FIN IN FRAME ANCHOR BEHIND FRAME FLANGE FRAME ANCHOR::
REQUIREMENTS .: EMENTS
REQUIREMENTS
REQUIREMENTS
TA 9 L.r
TABLE'
MAX. SHIM i /4�MAX.
AX. 1/4
'T M 'M
!A EACH
SHIM
11
��I/S4P M
F
AT EACH ANCHOR n
SPACE
SEALANT BY 0 0 cl SEALANT BY SEALANT BY: �uoI I om
OTHERS THEF :OTHERS
2
FAI SPACE WITH SEAL SPACE WITH
SEAL SPACE WITH EXTERIOR ...
EXTERIOR D
::! q w
LOW EXPANSION 'I OW EXPANSION LOW EXPANSION ...
A
FOAM AROUND'
FOAM AROUND
FOAM AROUND
EXTERIOR PERIMETEROF FRAME FILLER PERIMETER OF FRAME FILLER
PERIMETER OF
WINDOW FRAME WINDOW FRAME: A_ W)NDOW:FRAME
::
SECTION SE ALTERNATE SECTION
-
SCALE 3/4:FULL SCALE: 1//22 FULU IrULL� u)
SCALE' 3/4:FULL �4
(NAIL FIN: MOUNT) (FRAME SCREW MOUNT CONDITION) w q (FRAME SCREW MOUNT CONDITION WITH FLANGE).:: oz s
w
cL
EXTERIOR
SEAL :SPACE WITH �E
SEAL SPACE WITH f5
LOW EXPANSION LOW EXPANSION
w p
:FOAM AROUNDFOAM AROUND = z
SHIM AS REQ'd TO
PERIMETER OF PERIMETER OF W
SUPPORT &ALIGN
WINDOW F WINDOW FRAME
WINDOW
/ o'
c5
INSTALLATION Z9
SEALANT BY BY CUP CUF
OTHERS OTHERSUN
1/4 -------------
IMAX.j
:
% SPACE MAX CL gg::
MAX. SHIM SPACE
SHIM:AS REQ'D K X 37:
I TO
THICK ul z mh
ALIGN
LO
INUV NG SHIM: o
AT EACH CUP Lo
04
SEALANT BY'OTHERS SUBSTRATE 8Y SUBSTRATE BY OTHERS
INSTALLATION CLIP SCREW PER
BEHIND NAILFIN OTHERS PER: PER:"FRAME ANCHOR 'FRAME ANCHOR REQUIREMENTS
ELEVATION IL?
;
FIN FASTENER PER : FRAME ANCHOR REQUIREMENTS TABLE" TABLE1.(2 PER:CLIP).
REQUIREMENTS
TABLE' SECTIQN
%
Lo::: l..t 11�. -
SECTION B1 SCALE-- 3/4,FULL Z.-,l g AA
SCALE: 3/4:FULL k,±,) iz p vQk �2�
(INSTALLATION CLIP MOUNT:CONDITION)
44
(NAIL FIN:;MOUNT) a:
-: -RE 0.
Z Nr or mg
6g zl:a
DRAVONG NO.
186
SHEET NO.
w w
w w
w w
r q w a
q w
m w
m a
p p
1/4' MAX. SHIM
G6RFD Hl:
1/4" MAX. -�:FRAME:HEIGHT
FRAME::WIDTH AT EACH ANCHOR 1/4" MAX. SHIMnm: ac
SPACE
FRAME HFJOHT
AT EACH ANCHOR
SEAL SPACE WITH SEAL SPACE WITH
SUBSTRATE BY SUBSTRATE BY ::
LOW EXPANSION SUBSTRATE By LOW;EXPANSION
OTHEI OTHERS�PER OTHERS PER FOAM:AROUND
RS PER SEAL SPACE WITH FOAM AROUND
PERIMETER OF
"FRAME ANCHOR 0 PERIMETER;OF
LOW EXPANSION 'FRAME ANCHOR "FRAME ANCHOR 0
REQUIREMENTS FOAM AROUND REQUIREMENTS WINDOW FRAME REQUIREMENTS WINDOW FRAME
PERIMETER OF TABLE"
TABLE TABLE
WINDOW,FRAME:
4 4
�D000 FRAME:FILLER FRAME FILLER
FIN FASTENER__�,
o
FRAME SCREW—"'
PER:ELEVA]ION
FRAME SCREW
PER ELEVATION
PER:ELEVATION
SEALANT By__-�___
SEALANT EIY---'-f
BEHIND NAIL OTHERS BEHIND
OTHERS
FRAME FLANGE
FIN
SEALANT BY OTHERS BY
I OTHERS
RS
Y
SEALANT B
OTHERS
F=
SECTION tl
SECTION cf
cl
da
SCALE: 3/4 FULL 5 SCALE: 3/4 FULL \5 :ALTERNATE SECTION' C2 z
: I. :*: :
(FRAME SCREW CONDITION) w SCALE::1/2 FULL 3::
(NAIL FIN MOUNT)
(FRAME SCREW MOUNT CONDITION WITH F. NGE)
6.604:
.020 0
CONTINUOUS WOOD MEMBER LESS
O.soo ..........
IN THICKNESS THAN A 2X_ BUCK
TO' MIN. 3 1/2" DEEP (NOT SUBSTRATE BY'OTHERS
REQUIRED WHEN SHIM 8
,8E
PACE IS PER "FRAME ANCHOR 0.22
WITHIN ALLOWABLE DIM LENGTH = 3.000"
DIMENSIONS'- :
REQUIREMENTS:TABLE" 2 485:: 3.000
LJ
SHOWN IN SECTIONS :3. 00 E FILLER
k4l (RIGID PVC) z Do'
0co
NOTE THAT WHEN
jOB REQUIRED:
0.500
DESIGN PRESSURE
o.D59 05T
SEALANT BY uj -I-:J=: 5;
-�35 A —7.
OTHERS @FRAME FLANGE @ FRAME RANGE IS OVER +/ i
tf) w �
(RIGID:PVC): RIGID PVC)
FRAME FILLER:MUST: Ld
Fx
-325P
BE USED AT:EACH
FRAME SCREW ol
rjy
0.060
EXTERIOR U.
z
:FRAME SCREW PER :0.293 Pig u)
4 :ELEVATION & FRAME
ANCHOR REOOIREMENTS
*FRAME FILLER. :(IRIG)D jo,: hi4
'TABLE:'
OPTIONAL DIRECT MOUNT DETAIL4F u) L�
m Zc, !A":co ze
TO SUBSTRATE WITH SRA co :�. o q%:
:2 :4* �!
-CER
4- ox:
(HEAD SECTION SHOWN;:SIDES ARE INSTALLEDTHE SAME). M
(DIRECT MOUNT'CONDITION IS NOT APPLICABLE AT SILL) til
(FOR:DETAIL NOT SHOWN, SEE OTHER SECTIONS)
w
oil
'I Ovo
1867' I k
m w
SHEEP NO.
m w
5 OF
5
0