HomeMy WebLinkAboutProduct Approval (2) 2/11/2020 Florida Building Code Online
BCIS Home Log In User Registration Hot Topics I Submit Surcharge Stats&Facts Publications i Contact Us I BCIS Site Map Links f Search
Flolida
r' Product Approval
l' -- USER:Public User REC- VE®
Product Approval Menu>Product or Application Search>App ication List n n
FEB 1 9 2i)i.0
Permitting
Search Criteria ST. Lucie County, Refine Search
Code Version 2017 FL# 9520.1
Application Type ALL Product Manufacturer ALL
Category ALL Subcategory ALL
Application Status ALL Compliance Method ALL
Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL
Product Model,Number or Name ALL Product Description ALL
Approved for use in HVHZ ALL Approved for use outside HVHZ ALL
Impact Resistant ALL Design Pressure ALL
Other ALL
Search Results-Applications
FL# Type Manufacturer Validated By_ Status
2FL9520- Revision Custom Window Systems Inc. Steven M. Urich, Approved
FL F: FL92 PE
Histo f Model: 3"Alum.Tube Mullion (717)317-8454
ry escrlp Ion: um. u e ullion,Horizontal&Vertical,Fin&Flange
applications. (IMPACT)
Category:Windows
I Subcategory: Mullions
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary.
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copy�ght 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 45S,F.S.,please click here.
Product Approval Accepts:
® ® eCkiti4
Credit Card -
Safe
0
U
LU
https://www.floridabuilding.org/pr/pr_app_Ist.aspx 1/1
3" PVC MULL BAR = GENERAL NOTES:' MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH ����®�•
SHOWN WDIFFERENT OPTIONS THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION INCLUDING THE HIGH WINDOW SYSTEMS
VELOCITY HURRICANE ZONE(HVHZ)AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL 1900 SW 44TH AVE.
D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. OCALA,FLORIDA 34474
W W W.CWS.CC
2.CONFIGURATIONS(SEE SHEETS 2-3):VERTICAL OR HORIZONTAL. --- --
3.SEE MULLION CHARTS FOR MAX.DESIGN PRESSURES AND LENGTH. 3"PVC
(REFER TO SHEETS 2-3) MULL BAR
i \
/i \ 4.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE IMPACT
DESIGN OF THIS PRODUCT.SEE SHEETS 9-10 FOR ANCHOR DETAILS. W INDLOAD
O DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
5.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. F p w O w a0 0
6.DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER w z O°z_ X-z r_
DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNITS. o r w Z FO�2
ANCHOR CLIP --- -- ANCHOR CLIP z z=;R Q=W p O
A I C I 7.DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT O O I-)O U Qa=r a:6 7 APPLY ONLY TO THE MULLION.WINDOWS MUST BE APPROVED UNDER SEPARATE 0 z-N z z I--j V)
APPROVAL. zz O Z v uj z 1_0
U-
O 6 O O 8.RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY it� Q O F 0=zz z
APPLICABLE LOCAL LAWS,BUILDING CODES,ORDINANCES OR OTHER SAFTEY Q =w }Q�O U
REQUIREMENTS RESTS SOLEY WITH THE ARCHITECT,ENGINEER OF RECORD, w o m O w w
BUILDING OWNER OR CONTRACTOR. z w O�W I-
9.SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS a r a z D
DRAWING. SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY
X X X CUSTOM WINDOW SYSTEMS,INC.AND MUST BE MADE OUT OF VINYL PVC OR
I I EXTRUDED ALUMINUM.
Q Q Q 10.VERTICAL MULLED UNITS MAY BE MULLED INDEFINITELY AS LONG AS THE SINGLE o" OREw
,�moP,....... r .�
UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED,AND MULLIONS ARE ANCHORED AS ,�O,-*\G E NgF Gp�44
ANCHOR CLIP
SHOWN HERE IN.
G F E D ,v: No 58201 •.�T
10 10 9 9 11.HORIZONTAL MULLION SHALL EXTEND THE ENTIRE WIDTH OF THE MULLED UNIT. =*t * E*=
VERTICAL MULLION IS USED TO MULL SIDE BY SIDE UNITS TOGETHER. z-
EXAMPLE HORIZI.VERT.MULLION1.
FOR SECTION VIEW ONLY 0:. STATE OF :10
N%
ANCHOR CLIP
Lucas
Turner
2017-09-28
O O 07:12+20:00 9/26/2017
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
I X I I X I SHEET DESCRIPTION:
I II I
TABLE OF CONTENTS GENERAL NOTES AND
ELEVATIONS
GENERAL NOTES&ELEVATIONS...............1 __ __ __ __ DRAWN BY: -DATE:
DP CHARTS.................................................2-3
BOM&EXTRUSIONS.....................................4 ANCHOR CLIP— ADE 09/27/12
EXTRUSIONS.................................................5DWG#: _-REV..
SECTION VIEWS.........................................6-7 XAMPLE VERTICAL MULLION FOR CWS-836 B
CONFIGURATIONS&ANCHOR NOTES.......8 PVC WINDOWS FOR SECTION VIEWS ONLY
INSTALLATION DETAILS..........................9-10 SCALE. SHEET
1:25 1 OF 10
Design Pressure Chart(PSF)for NON-INTERSECTED Impact PVC 3"Mullion H-1758,with 1522 clios using four(4)#10 Screws into WOOD or METAL or 3/16"ITW Tapcon's or ELCO ULTRACONS into SOLID CONCRETE ///��� �- �d��
or WOOD per each end of mullion.HOLLOW or GROUT-FILLED BLOCK require 1/4"ELCO ULTRACONS. (C
r/nRv�r®ry}�•I/(/{
OPENING SIZE(in.) WINDOW SYSTEMS ll�fj_t;✓�/Ij
39 1 45 51 57 63 69 753/8 81 87 93 99 1 107 31B 114 120 126 132 138 1453/8 1900 SW 44TH AVE.
_ 37 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 OCALA,FLORIDA 24474
c
423/4 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 WW'N.CWS.CC
= 48 314 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 --------
531/8 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 65.0 65.0 3„PVC
z 57 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 65.0 65.0
63 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 78.9 76.6 74.8 72.5 65.0 65.0 u + ricwatti ra ) ' MULL BAR
65 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65:0 65.0 65.0 65.0 65.0 65.0 i 8.q e e 9r '�t'9w 1° :.: IMPACT
68 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 63.5 „,,. h ,x )a: su% '.K,,
72 65.0 65.0 65.0 65.0 65.0 65.0 65.0 64.3 61.7 59.1 56.9 53.7 , G. ; 7.7.F ¢ z ¢z 0
DP CHART IS FOR: z wwo Cw0w
NON-INTERSECTED IMPACT 3"MULLION 1758,HORIZONTAL OR VERTICAL,USING(PER END): w z O z 2-z r
0 ¢cni�r0X3m
1522 CLIPS O O~Oa¢�
z 0 W
(4)#10 SCREWS INTO WOOD or METAL O 0 w F z a.F W a
(4)3/16"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD 0 z-V)z z I-
(4) 1/4"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK ¢ O Z V of z 0 V-
--------------- H o w p o z
t
Design Pressure Chart(PSF)for NON-INTERSECTED Impact PVC 3"Mullion H-1758,with 1776 clips with six(6)#10 Screws into WOOD or METAL or 3/16"ITW Tapcons or ELCO ULTRACONS into SOLID CONCRETE or w OLL 0�ro o w u)w
WOOD per each end of mullion.HOLLOW or GROUT-FILLED BLOCK require 1/4"ELCO ULTRACONS. n- -=a o 0�U))
OPENING SIZE(in.) a F W LU�W rrn
39 45 51 57 63 69 75 318 81 87 93 99 107 318 114 120 126 132 138 1453/8
37 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 1 80.0
c 42 314 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0
483/4 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 �`PTSOREby
►- 53118 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 65.0 65.0 ;JVP`'•��GENg �¢%�'
ZW JL80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 65.0 65.0 -k1':jNo 58201 -P
63 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 65.0y� " i?
65 65.0 65.0 65.065.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 4,, "' �) ,r& 71 r u z :rot C q
68 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0
72 65.0 65.0 65.0 65.0 65.0 65.0 65.0 1 64.9 61.7 59.1 56.9 53.7s � r �� � ..,, g> '��^'�•;<ORtp?��a�•�
DP CHART IS FOR:
NON-INTERSECTED IMPACT 3"MULLION 1758,HORIZONTAL OR VERTICAL,USING(PER END): NOTES:
1.THE MULL BAR IN FOCUS FOR ANY GIVEN
1776 CLIPS CONFIGURATION IS SHOWN IN BOLD.
-(6)#10 SCREWS INTO WOOD or METAL 2.AN INTERSECTED MULL BAR HAS O r HER MULL x
(6)3/16"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD BARS)ATTACHED TO IT(SHOWN IN DASHES)
6 1l4"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK THROUGH THE USE OF MULL BAR CIPS.E )/?G/20 i 7
( ) INTERSECTED MJLL BAR WILL ALWAYS BE ---
ATTACHED TO THE SUBSTRATE AT BOTH ENDS. LUCAS A.TURNER,P.E.
3.NON-INTERSECTED MULL BARS CAN BE ATTACHED FL PE#58201
TO THE SUBSTRATE AND OTHER MULL BARS. 1239 JABARA AVE.
TWIN TRIPLE TRANSOM OVER TWIN TRANSOM OVER TRIPLE NORTH PORT,FL 34288
VER ricAL MULLION VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION
1 TWIN TRIPLE TWN/TRIPLE PH.941-38C-1574
1 HORIZONTAL MULLION HORIZONTAL MULLION HORIZONTAL MULLION SHEET DESCRIPTION:
DP CHARTS
0 r r- } NON-INTERSECTED
w w r=- w OPENING MULLS
SIZE DRAWN BY: L111 E: -
w w z 1_ ADE 09127/12
cG Sc J J _ ___
L L Lu DWG it: - REV.:
D D o w
L L L
Q. CWS-836 B-
0
SCALE:
II I I I I II II I+-MLL LENGTH ---� �E'- ---I MULLLENGTH -✓<- -� SHEET
F•- OPENING SIZE I --i OPENING SIZE Fes--- OPENING SIZE-�I -�I OPENING SIZE�- UNGTMULL LENGTH 1:1 2 OF 10
Design Pressure Chart(PSF)for INTERSECTED Impact PVC 3"Mullion H-1758,with 1522 clips using four(4)#10 Screws into WOOD or METAL or 3/16"ITW Tapcons into SOLID CONCRETE or WOOD,or 1776 clips ��
with six(6)#10 Screws into WOOD or METAL or 3/16"ITW Tapcons into SOLID CONCRETE or WOOD per each end of mullion. HOLLOW or GROUT-FILLED BLOCK require 1/4"ELCO ULTRACONS.
(008M
OPENING
/(/f
OPENING SIZE(in.) WINDOW SYSTEMS Ill�j�✓/Ij
39 1 45 51 1 57 63 69 753/8 81 87 93 99 1 110 318 114 120 126 132 138 145 318 1900 SW 44TH AVE.
37 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 OCALA,FLORIDA 34474
42314 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 5U.0 50.0 50.0 50.0 WWW.CWS.CC
=
483/4 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0
531/8 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 3"PVC
LU Z 57 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 48.1 MULL BAR
63 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 49.4 47.31 7
68 50.0 1 50.0 50.0 50.0 50.0 50.0 1 50.0 1 50.0 1 50.0 1 50.0 1 50.0 1 50.0 1 49.8 1 47.6 I M PACT
2 72 50.0 1 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 45.4 44.0
75.375 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 46.8 44.0 40.0 "� ` s ,� ;; a Z � a Z?.rnwo
oo
DP CHART IS FOR: w z O z< W
INTERSECTED IMPACT 3"MULLION 1758,HORIZONTAL OR VERTICAL,USING EITHER(PER END): w I-
o a o z r O m
LL I-w Zr�:gx
1522 CLIPS O Or0¢¢Wp0
-(4)#10 SCREWS INTO WOOD or METAL 0 0<n I-Z a H U)a
-(4)3/16"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD z Z C7 U) U N
-(4) 114"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK ¢ F_z 2 Z O 0
> ¢�i-0wO20Z
1767 CLIPS ¢ RE�rnU�Zvi
-(6)#10 SCREWS INTO WOOD or METAL w O IY cp o w cow
-(6)3116"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD Z N w 0�rn r
-(6) 1/4"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK 0 w r O a Ox r
of F a Lu U)
�
1,PptolORU4�EVY %
r•,%
�Op°;•��GEIY3FGR��L
TWIN/TRIPLE HORIZONTAL MULLION v No 58201
••:m1�r
F
VERTICAL MULLION
I i 0. STATE OF %UZ
0 ------ z SINGLE
z TWIN
OR I
IO III 7
L L IUNITS
BELOWI -�2 --
I I 9126/2017
I I IILUCAS A.TURNER,P.E.
OPENING SIZE --I 4-- MULL LENGTH---i
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIP r10N:
NOTES: DP CHART
1.THE MULL BAR IN FOCUS FOR ANY GIVEN INTERSECTED MULLS
CONFIGURATION IS SHOWN IN BOLD.
2.AN INTERSECTED MULL BAR HAS OTHER MULL DRAWN BY.. DATE:-
BAR(S)ATTACHED TO IT(SHOWN IN DASHES) ADE 09/27/12
THROUGH THE USE OF MULL BAR CLIPS. AN ----
INTERSECTED MULL BAR WILL ALWAYS BE
ATTACHED TO THE SUBSTRATE AT BOTH ENDS. CWS-836 B
3.NON-INTERSECTED MULL BARS CAN BE ATTACHEDSCALE: SHEET
TO THE SUBSTRATE AND OTHER MULL BARS. 1:1 3 OF 10
ITEM PART# DESCRIPTION FRAME TYPE OPENING T"MULLBAR CLIP "L"MULLBAR CLIP
1 H-1758 1 3/8"x 3"MULLION TUBE LINE ITEMS NOT USED: NEW (F-1522-XXX (F-1767-XXX)
2 #10 OR#12 HEX WASHER HEAD TEK SCREW'(see note below) 5-6,12
F-1522-013 F-1767-001
3 #10 x 1 1/2",PANHEAD PHILIPS ZINC FLANGE WINDOW SYSTEMS
4 #10 FLAT WASHER RETRO F-1522-006 F-1767-001 1900 SW 44TH AVE.
7 S-1897 MULLION CLIP FIN N F-1522-013 F-1767-004(L&R) OCALA,FLORIDA 34474
8 SEALANT _ RETRO F-1522-013 F-1767-004(L&R) WWW.CWS.CC
9 S-1895 DRIP CAP NOT RECOMMENDED F-1767-001
10 3-1896 FLANGE ADAPTER BOX RETRO F-1522-006 F-1767-0O1 3"PVC
11 5-6018 MULLION INTERIOR COVER
13 P-3486 MULL BAR CAP MULL BAR
14 F-1522-013 3"SLOTTED NEW CONTRUCTION FIN MULL CLIP IMPACT
15 F-1522-006 3"SLOTTED T-CLIP
16 F-1767-001 L-ANGLE 3"MULL CLIP,STANDARD ¢ z 3 a z
17 F-1767-004L L-ANGLE 3"MULL CLIP,FIN,LEFT 1 p LL O oa w O o
18 F-1767-004R L-ANGLE 3"MULL CLIP,FIN,RIGHT z w�❑ <F Z w
Lu zOz tr_-I_
19 #10 HEX WASHER HEAD TEK SCREW a ¢U) >O Er�m
20 #10 FH TEK SCREW Z Z m <x:w 0 0
'USE WOOD SCREW SIZE(#10 OR#12),SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENT O 0 1--O U L)u)I-Z Q D-I-c a
0 Z-U)-ZF7(J)
Z -zU(O 00-
1 3/4. 1/2" Y ¢2i LLO W-2 0
7x16^- }I� v216 / 17!16° -17116°+j�9r32" F Q0
" 11 1 1/4" 110 9 f 7/1fi" W LL
K�Fw-rn O W In w
IIIIII 1/16" I ZL.@" a Z=a w O U))
Ir
1/16 1/16" DRIP CAP 5-1895 1 13116" 1 13/16" 318__ O G. ~ W�a rn
MULLION INTERIOR 11 15116"1 F. a
COVER S-6018 FLANGE ADAPTER S-1896 1 3/16' \
\b 2 7116^ ](g"
111!16" 11716"1
---13/8-1 F0114•(TYP 4118^ I ,gyp Ph10RE4y
L I I I I ) ---.1-- C::)
........
F
318° v j• No 58201
TOP VIEW 2 7/18°
213/16" 118" !9 STATE OF .•Qj
121/16°—{ _ I
7 -1 3/4"�1 SIB"
1 3116" �/�/III II11N��
3'MULLBAR H-1758 1 1r8" 2 3/16"
L
MULLION CLIP S-1897 -,------
I 9/26/2017
LUCAS A.TURNER,P.E.
2114° F-1522-006 FL PE#58201
—118" RETRO/FLANGE CLIP 1239 JABARA AVE.
0 NORTH PORT,FL 34288
�� � PH.RIPTIO 941-380-1574.---
4 718" SHEET DESCRIPTION:
F-1522CTION-013
NEW CONSTRUCTION/FIN INSTALLATION BOM AND EXTRUSIONS
A SCORE,BEND AND BREAK
TO REMOVE FIN FOR FRAME ' DRAWN BY: DATE:
ATTACHEMENT TO MULL BAR ADE 09/27/12
DETAIL A ----
DWG ft: REV:
TYP.FIN FRAME 3:1
CWS-836 B
S ALE: SHEET
NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 1:2 4 OF 10
FRAME TYPE OPENING "T'MULLBAR CLIP "L"MULLBAR CLIP
(F-1522-XXX) (F-1767-XXX) �nnRc�r® •�/�/{
FLANGE NEW F-1522-013 F-1767-001 WINDOW SYSTEMS
RETRO F-1522-006 F-1767-001 1900 SW 44TH AVE.
F-1522-013 F-1767-004(L&R) OCALA,FLORIDA 34474
IN RETRO F-1522-013 F-1767-004(L&R) WWW.CWS.CC
NEW NOT RECOMMENDED F-1767-001
BOX RETRO F-1522-006 F-1767-001 3"PVC
MULL BAR
IMPACT
Q z 3: azo
17 18 I W ZO? wcc L
LLI-wSZr-3:
o Or -oaawpp
U U 1-ZD-xEnx
En a-
I.—L 3/4" 2 1/4"— ❑ Z U� Z F 7 N
I Z 0Q u ❑U–
I
I--LL2p Z� oZ0
15/81, d(2 3/4'9 2 7/16" Z=Wa p O U)F
W 2~ W w y
318"(2X) -- 4. F- a Ofd
I 7/16"THRU(TYP) 114" IHRU(I YP)
1Iz" .NQRf 4V,T ."
I OUTSIDE g�.-6�y.�
1 1/4"(TYP) 7/16"(TYP) 1 I Zvi' No 58201 •:�1�
1 I STATE OF
15/8" l2 3/4"1 15/8" I y..p .��O p 10P��\'=���
1s
L CD
9/26/2017
1/2^
112"4LUCAS A.TURNER,P.E.
2 3/4" 2314" I "L`ANGLE 3"STANDARD MULL CLIP-F-1767-001 FL PE#58201
5" 5^ 1239 JABARA AVE.
NORTH PORT,FL 34288
"L"ANGLE 3"MULL CLIP,FIN(LEFT)F-1767.004L "L"ANGLE 3"MULL CLIP,FIN(RIGHT)F-1767-004R PH.941-380-1574
OUTSIDE I SHEET DESCRIP11ON:
EXTRUSIONS
I _
DRAWN BY: DATE:
I
ADE 09/27/12
DWG#: REV.;
CWS-836 B
- —
SCALE: SHEET
1.2 5 OF 10
I I WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
WWW.0 W S.CC
O
3"PVC
SEAL BEHIND FLANGE- I MULLBAR
APPLY SEALANT ALONG FULL
SEAL BEHIND FLANGE- O PRIOR TO ATTACHING 0 LENGTH OF W N OW FRAME o IMPACT
PRIOR TO ATTACHING TO MULLION - 2
TO MULLION - - 2� II -� GROOVE PRIOR TO ATTACHING O
OVER
9 J t¢i7w�0
OWO o
011Vim I FIN MUST BE REMOVED W Z O Z ==-F
WHERE WINDOWS LL F¢-W 3 Z O�g 2
CONNECT TO MULL z Z x g¢=Luo O
UU �U-
I'-�u.gOOLLZ
A VERT'CATL&ORIZONTAL MULL BAR SECTION w 00 a U)o w U)w
Al HORIZONTAL MULL BAR SECTION I A'1 HORIZONTAL MULL BAR SECTION Z rn w O w U)1-
6 FLANGE FRAME WINDOW �s FIN FP.AME WINDOW
s BOX FRAME W INDOW o.
w _~� w�Wu}i
I I D- ~ ° w a
I `mol'iAOREW i.�.
11 2 I APPLY SEALANT ALONG FULL S
-
LENGTH OF MULLBAR GROOVE ;GPf-O.•��G E NF:
„ 1 2 PRIOR TO ATTACHING DRIP v No 58201 -P
ADAPTOR ADAPTOR
Ot- STATE OF ;
mow
FIN MUST BE REMOWS ll%%VED O - r1
WHERE WINDO
�f I CONNECT TO MULL (7�� o- �!,S�oNA e.�`0�
rJl1 lullu(
i I
DETAIL A z
9/26/2017
1 SEAL BEHIND FLANGE -
SEAL BEHIND FLANGE 10 (SEE DETAIL BjPRIOR TO ATTACHING 10 (SEE DETAIL B) LUCAS A.TURNER,P.E.
PRIOR TO ATTACHING I TO MULLION I APPLY SEALANT ALONG FULL- FL PE#58201
TO MULLION I I LENGTH OF MULLBAR GROOVE 1239 JABARA AVE.
PRIOR TO ATTACHING FLANGE NORTH PORT,FL 34288
B VERTIC6AL MULL BAR SECTION I eB VERTICAL MULL BAR SECTION ADAPTOR PH.941-380-1574
FLANGE FRAME WINDOW s FIN FRAME WINDOW , I SHEET DESCRIPTION:-- ---
� L
I SECTION VIEWS
MULLS
DRAWN BY: DATE:
ADE 09/27/12
10 DffG - HEV.- -
DETAIL B CWS-836 _ B
SCALE.— SHEET
1:2 6 OF 10
WINDOW SYSTEMS Iv/I
1900 SW 44TH AVE.
O CD OCALA,FLORIDA 34474
W W W.CWS.CC
A ---- -
• —n i)-=—_iJ)1In,'Lr J - r�gr,inll—.___ =_i I
——
—————— 3"PVC O
MULLBAR
IMPACT"d _
ir a a
0 W086
pit.,
p
.- rZWOz � �LLI Tj6=
patn�ETOa3:m
LL rw zr�2x
A 1 0 oMoaawpO
SECTION VIEW A-A o L)n�z Z rz-U)a-
LF:INFRAM�E
VIEW z Owv�z0vT
< ii� OWOO�z
z
w O0�aiowinw
EE zea O_Jtnl-
O w~0 EL .2
a waw
2 a F a
5"MULLBAR(H-1760) 4 2 4"MULLBAR
(SEE SEPARATE APPROVAL FOR (H-1759) -- .
APPROPRIATE DP CHARTS) (SEE SEPARATE APPROVAL FOR
C� APPROPRIATE DP CHARTS) %0% DREW
G��y
II � O �VP5•��GENSF•.'P,y:G
No 58201 •t�p
9 l:J 9 �*• * ,1r
AP, STATE OF ;W
SEE NOTE 1 7 1i 116"MAX.EDGE DISTANCE - ]]�§_MAX.EDGE DISTANCE �i•� ��,C O P•'\���,
SEE NOTE 1 7
111.16°MAX.EDGE DISTANCE 1 SEE NOTE 1 7 1 ��`,`SS70NA�Er;�`�,'�
��fl1 N At-1111
1
19 SEE NOTES 1&2 1 19 SEE NOTES 1&'L y�.
1 19 SEE NOTES 1&Z 0 EAJCLIP) (1 EA./CLIP)
SEE NOTE4 20 9/_6/2017
(1 EAlCLIP) SEE NOTE 4 20 i �
SEE NOTE 4
C 5"HORIZ.TO 3"VERT.MULLBAR SECTION C 4"HORIZ.TO 3"VERT.MULLBAR SECTION C 3°HORIZ.TO 3"VERT.MULLBAR SECTION LUCAS A.TURNER,P.E.
FLANGE FRAME WINDOW FRAM E V—T1 IN OI�W 7 FLANGE FRAME WINDOW FL PE#58201
1239 JABARA AVE.
NOTES: NORTH PORT,FL 34288
PH.941-380-1574
1. SLIDE CLIP INTO LOCATION AND SECURE WITH ITEMS 19(QTY 1)AND 20(QTY 1),AS SHEET DESCRIPTION: -
SHOWN ABOVE.
SECTION VIEWS
2. PRE-DRILLED HOLES(THRU HN CLIP 1897),BY THE INSTALLER, MULL INTERSECTIONS
MAY BE LOCATED AS NEEDED WHILE MAINTAINING A MINIMUM CLIP EDGE DISTANCE __
OF 9132"AND A MINIMUM CENTER TO CENTER SPACING OF 1/2". DRAWN BY: DATE:
3. THE ABOVE SECTIONS APPLY TO ALL MULLBAR-TO-MULLBAR CONNECTIONS, ADE 09/27/12
REGARDLESS OF ORIENTATION(i.e.,HORIZONTAL OR VERTICAL).THE FULL LENGTH DWG#:
MULL MUST BE THE SAME DEPTH,OR GREATER,THAN THE INTERSECTING MULL. CWS-836 B
4.INTERIOR MULL ANCHOR ATTACHMENT SCREW THRU VERTICAL MULL INTO MULL SCALE: SHEET
CLIP. PRE-DRILL PILOT HOLE THRU ALL MATERIAL. 1:2 7 OF 10
NOTES:
1.THE MULL BAR IN FOCUS FOR ANY GIVEN (l T711(�7�®Tyyl)•L/�/�
TWIN TRIPLE TRANSOM OVER TWIN TRANSOM OVER TRIPLE AN INTERSECTCONFIGURATION IS SHOWN IN BOLD. V-W_YhW SYSTEMS
2.AN INTERSECTED MULL BAR HAS OTHER PAULL WINDOW SYSTEMS
VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION BAR(S)ATTACHED TO IT(SHOWN IN DASHES) 1900 SW 44TH AVE.
THROUGH THE USE OF MULL BAR CLIPS. AN OCALA.FLORIDA 344'4
INTERSECTED MULL BAR WILL ALWAYS BE WWW.CWS.CC
ATTACHED TO THE SUBSTRATE AT BOTH ENDS.
x 3.NON-INTERSECTED MULL BARS CAN BE ATTACHED
C9 r TO THE SUESTRATE AND OTHER MULL BARS. T
w 3" PVC
MULL BAR
uj
I� I� J J I M PACT
LL
II I I II I I z ¢ o
F--- OPENING SIZE--I --i OPENING SIZE F-- L I-- OPENING SIZE -i --i OPENING SIZE F-- F owo <w 0 LU
w
zoz a:r 7=_t
0 ;0§ >.0>x3m
LL F w s Z -?2 x
0 o�o¢awpO
TWIN/TRIPLE HORIZONTAL MULLION 0 0 w Z a~w a
TWIN TRIPLE TWINITRIPLE VERTICAL MULLION 777��� Z 0 -j V U)
HORIZONTAL MULLION HORIZONTAL MULLION HORIZONTAL MULLION _1_ Q -?0(o z Q Z
r N w 00Fco
}��C'�
N L OPENING c7 SINGLE � Z w
O 0 w U)I
m SIZE z zD- x° x0gU)
w J TWIN wl-0 ax >
a OR x a uj3w`l
z 0 O ITRIPLE1 a ~ a
a z ------ IUNITSI
1 I BELOW
O
I --MULLLENGTH MULLLENGTH --I MULLLENGTH II I
I--OPENING SIZE --I F•-- MULL LENGTH '�°JOP`?•��GEWS���Qy�i
No 582D7 :P
:9 STATE
10q',F
NOTES:
1.AT MULLION LOCATION,ATTACH WINDOW UNIT(S)TO MULLBAR THRU FRAME AS SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENTS.IF ALUMINUM ATTACHMENT IS NOT SPECIFIED IN THE WINDOW UNIT APPROVAL �✓1
DOCUMENTS,FOLLOW THE ANCHOR SPACING AS INDICATED IN THE WINDOW APPROVAL FOR ATTACHMENT TO WOOD SUBSTRATE,USING A HEX WASHER HEAD TEK SCREW OF THE SAME SIZE(#10 OR#12)AS THE
WOOD SCREW INDICATED IN THE WINDOW APPROVAL.TEK SCREWS SHALL BE LONG ENOUGH TO ENSURE THREE(3)THREADS OF PENETRATION BEYOND THE INSIDE WALL OF MULLBAR. 9/26/2017
2.MULL CLIP INSTALLATION ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 9. LUCAS A.TURNER,P.E.
3.ALL MULL CLIP INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CON-ACT W ITH PRESSURE TREATED FL PE#58201
WOOD MUST BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE.
NORTH PORT,FL 34288
4.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE W I7H ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE PH.941-380-1574
MINIMUM SPECIFIED IN TABLE 1,SHEET 9. SHEET 15ESCRIPf N--__----
5.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE-1X BUCKS CONFIGURATIONS AND
ARE OPTIONAL. ANCHORAGE NOTES
6.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED AS INDICATED BY THE PRE-DRILLED HOLES AS SHOWN IN THE CLIP LAYOUTS ON SHEETS 4-5. DRAWN 13Y: DATE:
ADE 09.127112
7.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. DW ---REV.,------
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 9. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-836 B
B.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS:
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) T
1;1 8 SHEEET
aa
(0m.w
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
WWW.CWS.CC
3"PVC
MULL BAR
IMPACT
RETRO FIT "L"ANGLE MULL BAR CLIP
MULL BAR CLIP TWO REQ'D PER EACH END OF MULL Q Z Q z
I- owo rnwFoo
MULL BAR —MULL BAR W Z O Z <~Z Lu
1 II 11 II
J
IF –li INSTALLATION ANCHOR I Z Z x ¢x w p O
= '1� O O I O Q
SEE TABLE 1 SEE TABLEINSTALLATION ANCHOR U U U z Z F d
.IL o z- -no-
SEALANT ALONG - _=__ L ADD STRUCTURAL ELEMENTS SEALANT ALONG - -it-- -I- L_ ADD STRUCTURAL ELEMENTS Q p Z U Z U
OUTSIDE EXPOSED -- — AS REQ'D TO MAKE LEVEL FOR OUTSIDE EXPOSED — >- Q-LL W-2 O-
AS REQ'D TO MAKE LEVEL FOR O Z
EDGE BY INSTALLER MULL BAR_ EDGE BY INSTALLER MULL BAR O g Q O r F F-
PERIMETER SEALANT 1 PERIMETER SEALANT W oO 0 it} O
BYINSTALLER BY INSTALLER LL U W U O�V I-
MIN.EMBEDMENT (L Z-
INSIDE AND OUT INSIDE AND OUT MIN.EMBEDMENT D. 1-a D_p-N
SEE TABLE 1 SEE TABLE 1 p W H O a x e}
a F a Lu3;wW
a
SUBSTRATE BY OTHERS SUBSTRATE BY OTHERS
SEE TABLE 1 SEE TABLE 1
MIN.EDGE DIST. MIN.EDGE DIST. ,���►�u�r4q�
SEE TABLE 1 SEE TABLE 1 +% ORE6V ��
++`,P
�D91 VERTICAL SECTION ]� n^1� VERTICAL SECTION ..........OPS•\,�C E Nr�%,
TYPICAL FLANGE(RETRO FIT)ANCHORAGE TYPICAL FLANGE("L"ANGLE)ANCHORAGE `J;
HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION �+ No 58201 -A
0: STATE OF ;�W�
9/20/2017
NOTES: LUCAS A.TURNER,P.E.
1:BOX FRAME MULL INSTALLATION SIMILAR TO FLANGE FRAME. FL PE#58201
TABLE 1:APPROVED MULL CLIP INSTALLATION FASTENERS 1239 JABARA AVE.
SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. 2.SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS NORTH PORT,FL 34288
CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1" 3" AFTER INSTALLATION. PH.941-380-1574
CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1-3/4" 11. 3.
DESCRIPTION:
3.RECESS RETRO MULLION CLIP 3/8"MAX.FOR CLEARANCE OF WINDOW
HOLLOW or GROUT-FILLED CMU(ASTM C-90) 114"ELCO ULTRACON 1-1/4" 2-1/2" UNIT AS NEEDED. INSTALLATION DETAILS
3116"ITW TAPCON FLANGE
MIN.SOUTHERN PINE(G=0.55) OR ELCO ULTRACON 1-3/8" 7/8" 4.FOUR(4)ANCHORS REQUIRED PER"T"MULL CLIP,SEE SHEETS 2-3. — —
THREE(3)ANCHORS REQUIRED PER"L"MULL CLIP,SEE SHEETS 2-3. DRAWN BY: DATE:
2X MIN.SOU" _ ) #10 WOOD SCREW 1-3I8" 718" ADE 09/27/12
16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEX OR ITW FULL THREAD 7/16„ 5.SEAT MULLION TIGHT TO MULL CLIP. Dwc# RE—V.. ----
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" CWS-836 B
118"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD 6.FOR ANCHORAGE DETAILS FOR THE WINDOW,REFER TO THE WINDOW _ _
1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7116" SPECIFIC INSTALLATION DETAILS. scALE: SHEET
1.2 9 OF 10
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 344'4
W W W.CWS.CC
3"PVC
MULL BAR
IMPACT
z s azo'
RETRO FIT 'L"ANGLE CLIP P ❑W O ow O O
MULL BAR CLIP TWO REQ'D PER EACH END OF MULL z W�C1 Q r 0 W
W ZOZ a:-
0 <W;- >-0m3m
LL I-W SZl-3:g2
MULL BAR I ll MULL BAR O O F-=O S W O O
U<=I.-X
O Z j Z ID W
INSTALLATION ANCHOR Q ll- - - INSTALLATION ANCHOR z -Z uw V
�r SEE TABLE 1,SHT 9 II r SEE TABLE 1,SHT 9 Q-}O W O F O Z
cr
JL
SEALANT ALONGE ,r - L SEALANTALONGE - W LL W W N
OUTSIDE EXPOSED OUTSIDE EXPOSED ,,.awZ0
- d ?=EL C-
EDGE BY INSTALLER "o EDGE 8Y INSTALLER :•°oo O W F-O LL 2 >
EXTERIOR FINISH o ro - W..
MIN.EMBEDMENT EXTERIOR FINISH— ���� VIN.EMBEDMENT a fr w aBY OTHERS • l - SEE TABLE 1,SHT 9 BY OTHERSS-E TABLE 1,SHT 9PERIMETER SEALANT— - PERIMETER SEALANTBYINSTALLER BY INSTALLER
INSIDE AND OUT INSIDE AND OUT �,oREWSUBSTRATE BY OTHERS SUBSTRATE BY OTHERS 5 P SEE TABLE 1,SHT 9 SEE TABLE 1,SHT 9 �GNSMIN.EDGE DIST. I MIN.EDGE DIST. Z-:• No 58201 •:��r�
F VERTICAL SECTION SEE TABLE 1,SHT 9 r(3-') VERTICAL SECTION 5.E TABLE 1,SHT 9
10 TYPICAL FIN(RETRO FIT)ANCHORAGE 10 TYPICAL FIN(•L"ANGLE)ANCHORAGE
HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION HEAD AND JAMBS SIMILAR FOR FIN INSTA-LATION . STATE OF ;•4U:
%O-. •c P..4f,
CORM?. ��.
r
9/26/2017
LUCAS A.TURNER,P.E.
NOTES: FL PE#58201
1239 JABARA AVE.
1.SILL STOOL MUST BE FLUSH AGAINST INSIDE CF MULLED WINDOWS NORTH PORT,FL 34288
AFTER INSTALLATION. PH,941-380-1574
SHEET DESCRIP TION:
2.RECESS RETRO MULLION CLIP 3/8"MAX.FOR CLEARANCE OF WINDOW
UNITAS NEEDED. INSTALLATION DETAILS
FIN
3.FOUR(4)ANCHORS REQUIRED PER"T"MULL CLIP SEE SHEETS 2-3.
THREE(3)ANCHORS REQUIRED PER"L"MULL CLIP,SEE SHEETS 2-3. DRAWN BY: DATE: --
ADE 09127/12
4.SEAT MULLION TIGHT TO MULL CLIP. DWG#: Rev.. --- -
5.FOR ANCHORAGE DETAILS FOR THE WINDOW,REFER TO THE WINDOW CWS-836 B
SPECIFIC INSTALLATION DETAILS. -SCALE; SHEET
12 100F 10
-epiacement (Impact) Owner: Will StephensWindow Address: 7683 Wyldwood
Way
Port St Lucie Florida
Total of (12) windows in 9 openings Wind Zone: 150 MPH
( ) I�enin g Exposure: B
Custom Window Systems Risk Cat: I
8100 Single Hung (Impact) Contractor: South Florida Aluminum Products
Fla Prod App # 5823.1 4807 SO Us Hwy-1
Fort Pierce, Florida 34982
(772)-466-0913 Office
Lic# RR 0067367
#6 #7
#1= (1) 36"x 62"
#2= (1) 36' x 62"
#3= (2) 36".x 62" Mulled
#4= (2) 36" x 62" Mulled
#5= (2) 36"x 62" Mulled
#6= (1) 36" x 25"
47= (1) 36" x 62"
FFr ,, #8= (1) 36"x 62"
Do"r #9= 1 36"x 62" :
#5t _ .... #3 #2 ( ) _z
E #s
,w
#1
W '"' U