HomeMy WebLinkAboutProduct Approval (3) GENERAL NOTES: QD .
3" PVC MULL BAR - LARGE MISSILE I M PACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH ,WINDOW SYSTEMS
SHOWN W/DIFFERENT OPTIONS THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION INCLUDING THE HIGH 1900 SW 44TH AVE.
VELOCITY HURRICANE ZONE(HVHZ)AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL OCALA,FLORIDA 34474
D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. WWW.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
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. WINDLOAD
DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
O 5.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. ¢ rn z 00 p
F- w O0
Ill
6.DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER km
w Z y Z}O� -
DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNITS. LL 1_w 3 ZZ I-
ANCHOR CLIP - --- -- ANCHOR CLIP ZO ZO F O Q W w p O
7.DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT U U W F-0 a r j a
e I I I APPLY ONLY TO THE MULLION.WINDOWS MUST BE APPROVED UNDER SEPARATE Z ZO-v-Z�U fD
O Q H-u-mOc Z
6 O 11 O 8.RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY 2�O N F z
APPLICABLE LOCAL LAWS,BUILDING CODES,ORDINANCES OR OTHER SAFTEY ¢ w'3�}j 3 O
REQUIREMENTS RESTS SOLEY WITH THE ARCHITECT,ENGINEER OF RECORD, OLL O o w co�u
BUILDING OWNER OR CONTRACTOR. 0 W 0 d= }
9.SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS a w w a O
DRAWING. SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY
CUSTOM WINDOW SYSTEMS,INC.AND MUST BE MADE OUT OF VINYL PVC OR
X X X
EXTRUDED ALUMINUM.
4 I 4 I 4 I 10 VERTICAL
WIDTH AND HEIGHT ARE NOTE EXCEEDED,AND MULLIONS P�vNS ARE ANCHORED AS O ULLED INDEFINITELY AS LONG AS THE SINGLE �V ..........
C�S
UNIT WIDTH G50 10��
SHOWN HERE IN. +Zi
NO 58201
10 10 s g ANCHOR CLIP 11.HORIZONTAL MULLION SHALL EXTEND THE ENTIRE WIDTH OF THE MULLED UNIT.
VERTICAL MULLION IS USED TO MULL SIDE BY SIDE UNITS TOGETHER.
EXAMPLE HORIZ/.VERT.MULLION G9: STATE OF •-Art
�plh
FOR SECTION VIEW ONLY y�O�c�`:'O�O H �25
ANCHOR CLIP p�ISS.�O�A ENO��
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 II X I SHEET DESCRIPTION:
I II I
GENERAL
TABLE OF CONTENTS ELEVATIONSAND
GENERAL NOTES&ELEVATIONS...............1 -- -- U
DP CHARTS.........................:.......................2-3 ADE 09/27/12
BOM&EXTRUSIONS.....................................4 ANCHOR CUP
DWG#: REV.:
EXTRUSIONS................................................5
SECTION VIEWS.........................................6-7 EXAMPLE VERTICAL MULLION FOR CWS-836 B
CONFIGURATIONS&ANCHOR NOTES PVC WINDOWS FOR SECTION VIEWS ONLY SCALE: SHEET
INSTALLATION DETAILS..........................9-10
• 1:25 1 OF 10
Design Pressure Chart(PSF)for NON-INTERSECTED Impact PVC 3"Mullion H-1758,with 1522 clips using,four(4)#10 Screws into WOOD or METAL or 3/16"ITW Tapcons or ELCO ULTRACONS Into SOLID CONCRETE
or WOOD per each end of mullion. HOLLOW or GROUT-FILLED BLOCK require 1/4"ELCO ULTRACONS.
OPENING SIZE(in.) WINDOW SYSTEMS
39 1 45 51 57 63- 69 75 318 81 87 93 99 1 107 318 114 120 126 132 138 145 318 1900 S W 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 OCAIA,FLORIDA 34474
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 WWW.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.D 80.0 65.0
0 63 1/8 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
w57 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 asp"5J MULL BAR
-� 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 65.0tf,:oR"die ,tip ', „hT _:TG; ' }x
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 1 a 1 90 zs a * exr2S , } r' IMPACT
68 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 .63.5ra� }uM£ '*'wax
72 65.0 65.0 65.0 65.0 65.0 65.0 65.0 64.9 61.7 59.1 56.9 53.7 f), f k - c,RA;, #, ��k�r t.?�.'d `x 1.>.s=z°",? ¢ z 2f ¢z�
DP CHART IS FOR: w W o ¢ p o
NON-INTERSECTED IMPACT 3"MULLION 1758,HORIZONTAL OR VERTICAL,USING(PER END): w z O z W_z
o ¢U) 0W3m
1522 CLIPS LL I-w z I•-3 2_
z z N¢Crwoo
-(4)#10 SCREWS INTO WOOD or METAL O O F o ¢
-(4)3/16"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD O v rn�z a is~c.
_ m D.
-(4) 1/4"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK z _001 u;z 5 v-
} I-ZLLWo�pZ
------------------------------------------------------- §3oM1-FZ--------------
o9�rZ�o'
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 3116"ITWTapcons or ELCO ULTRACONS into SOLID CONCRETE or W 0 0 w o J U)lu
WOOD per each end of m ullion. HOLLOW or GROUT-FILLED BLOCK require 1/4"ELCO ULTRACONS. a z-a 0'O_
OPENING SIZE(In.) O LU�z w
39 1 45 51 57 63 69 75 318 81 87 93 99 107 3/8 114 120 126 132 138 145 318 a ° a
_ 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
c 42314 80.0 80.0 B0.0 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 ��tiptu�uiq
F 53 1/8 80.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 65.0 65.0 `Gp��GEN FrG�Py��
O
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 a t ' 1 + J: �F
w { �v; No 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 65.0
65 65.0 65.0 65.0 65.0 65,0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 650 $ F :-o-
68 65.0 65.0 1 65.0 65.0 65.0 65.0 65.0 65.0 65.0 1 65.0 1 65.0 1 65.0 nt I1 zr£ i y} 7 I7,77 2S7 STATE OF '4r
72 65.0 65.0 65.0 65.0 65.0 65.0 65.0 64.9 61.7 59.1 56.9 53.7 , �?,° ;; „� t ,' ? rJ �:0'cF <0R1QP''\'r`
DP CHART IS FOR: NOTES: F, AL
NON-INTERSECTED IMPACT 3"MULLION 1758,HORIZONTAL OR VERTICAL,USING(PER END): 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 OTHER MULL(8)3116"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD BAR(S)ATTACHED TO IT(SHOWN IN DASHES)THROUGH THE USE OF MULL BAR CLIPS. AN 9/26/2017
(6) 1/4"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK INTERSECTED MULL 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
TWIN TRIPLE TRANSOM OVER TWIN TRANSOM OVER TRIPLE
TO THE SUBSTRATE AND OTHER MULL BARS. 1239 JABARA AVE.VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION NORTH PORT,FL 34288
TWIN TRIPLE TWIN/TRIPLE PH.941-380-1574
HORIZONTAL MULLION HORIZONTAL MULLION HORIZONTAL MULLION SHEET DESCRIPTION:
T DP CHARTS
T- T- w NON-INTERSECTED
L4 w OPENING MULLS
J J w w 0 y I DRAWN BY: DATE:
w z_ZZ L ADE 09/27/12
L W DWGp: REV.
L O :
I I II L
CWS-836 B
1 -MULL LENGTH - I SCALE:
OPENING SIZEI OPENING SIZE OPENINGSIZE OPENING SIZE MULL LENGTH
SHEET
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"ITWTapcons into SOLID CONCRETE or WOOD per each end of mullion. HOLLOW or GROUT-FILLED BLOCK require 1/4"ELCO ULTRACONS.
OPENING SIZE(In.) yy-INppyy SYSTEMS
�
39 1 45 51 57 63 69 75 318 81 87 93 99 110 318 114 120 126 132 138 145 318 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,FLORIDA34474
c 42 3/4 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 WWWCWS.CC
= 48 3/4 50.0 50.0 60.0 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
53118 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
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
J 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 47.3 t tx"a 1;514 t IMPACT
68 50.0 50.0 50.0:[ 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 49.8 47.6 $ r 1tiwte 7ixv j r +�,r�a i,J.
72 50.0 50.0 1 50.0 1 50.0 50.0 50.0 1 50.0 50.0 50.0 50.0 1 50.0 1 45.4 44.0
75.3751 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 46.8 44.0 40.0I„
DP CHART IS FOR: z W w 0 ¢ _C
INTERSECTED IMPACT 3"MULLION 1758,HORIZONTAL OR VERTICAL,USING EITHER(PER END): 0 a LL W�>-Z 00 3�
1522 CLIPS O 0 0O a�d W H O
-(4)#10 SCREWS INTO WOOD or METAL U rn h Co z a co a-
co a
-(4)3/16"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD z z o W z�U U)
-(4) 1/4"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK } ~zLL w z0 o p z
30
1767CLIPS H IY �}j�oyi
-(6)#10 SCREWS INTO WOOD or METAL w OLL Co w w 0 Lu Co
-(6)3/16"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD a z-a W 0:
-(6) 1/4"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK .0 � 0 0-�w m
o- D- O a
.�%%%,P�OREW
41p
40�P.y�G13N FG'py�i�i
TWINRRIPLE HORIZONTAL MULLION .:�: No SS201 -'��
VERTICAL MULLIONLu
r *:
9= BTATE OF k/,+
Z z. ISTWIN I
z
w I OR I
o ITRIPLEBELOW
UNITS
LI I L I 9/26/2017
Imo-OPENING SIZE -- MULL LENGTH LUCAS A.TURNER,P.E.
FL PE#68201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
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 DWOp: REV.:
ATTACHED TO THE SUBSTRATE AT BOTH ENDS. CWS-836 B
3.NON-INTERSECTED MULL BARS'CAN BE ATTACHED SCALE: T
SHEE
TO THE SUBSTRATE AND OTHER MULL BARS. 1;1 3 OF
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: (F4522-XXX) (F4767-XXX) (/ f/n(�a�j� •I /,(/{
2 #10 OR#12 HEX WASHER HEAD TEK SCREW*(see note below) 5-6,12 NEW F-1522-013 F-1767-001 �W lAv(Yl(U Il��j�✓/�I
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-1697 MULLION CLIP FIN NEW F-1522-013 F-1767-004(L&R) OCALA,FLORIDA 34474
WWW'CWS.CC
8 SEALANT RETRO F-1522-013 F-1767-004(L&R)
9 S-1895 DRIP CAP NEW NOT RECOMMENDED F-1767-001
10 S-1895 FLANGE ADAPTER BOX RETRO F-1522-006 F-1767-001 3" PVC
11 S-6018 MULLION INTERIOR COVER
13 P3486 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 Q z 3
17 F-1767-004L IL-ANGLE 3"MULL CLIP,FIN,LEFT O 0 co
w �u O o
18 F-1767-004R L-ANGLE 3"MULL CLIP,FIN,RIGHT ~Z LU o Q o
w z0z mi_?�
20 #10 FH TEK SCREWEAD TEK SCREW o LL H w 3 Z O 3 M
z z �Q�
Woo
•USE WOOD SCREW SIZE(#10 OR#12),SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENT 00 00 00 .a a
O Z -Dw 0 0, 00—
Q Pz Mz(5LL0
1 3/4" 1l2' 11/1i
'2 Z 1 7/16" 1 7/16"+{ 9/32" §¢0 W p=O Z
j T.
I Q "K}wU z(d
7/16"�� 11�, 11 1 1 10 1/2" II1 v 7/18" 7/16 Z—F}O U
" UUU — Ofn WOW-�
L 1118' r—r1/16 L 1/16" a
DRIP CAP S-1895 1 13/16' 1 13116" 318" d d � W W
MULLION INTERIOR 11 15/16")
COVER INTERIOR
S-601 FLANGE ADAPTER S-1896' 1 3/16"
2 7/16"F,
]/g�
111/16" 117/8"I ,,,pp1101"
-13/a"—� I II I "(TYP) a va" � oREW T
3l8" �v: No 58201 •��
TOPVIEW 27116" 15/16"
2 13/16" a'
1/e" Z9 STATE OFL
7 1 3/4"t 1 3/8"
13
I16" 118"d �ffffflj j1gN���
3"MULLBAR H-1758 2 3116°
118" �r1
MULLION CLIP 5-1997 L
1a I I 9/26/2017
Fes— +i
2 47/6'1/q" LUCAS A.TURNER,P.E.
F-1 FLAN 6 FL JA#RA Al
1/8�� RETRO FLANGE,CLIP 1239 JABARA AVE.
NORTH PORT,FL 34288
=41p PH.941-380-1574
4 7/8 SHEET DESCRIPTION:
F-1522-013
NEW CONSTRUCTION/FIN INSTALLATION BOM AND EXTRUSIONS
A
SCORE,BENDD BREAK DRAWN BY: DATE:
TO REMOVEVE FIN FIN FOR FRAME
ATTACHEMENT TO MULL BAR ADE 09/27/12
DETAILA DWG REV.:
TYP.FIN FRAME 3:1
CWS-836 B
SCALE: 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
(F4522-XXX) (F4767-XXX) j7/(�vf}j/�>Ky)•
NEW F-1522-013 F-1767-001 VV1iSS4�lTtililll(l�ylllUUTEMISS
_ -- -- -- - - _ FLANGE WINDOW SYSTEMS
RETRO F-1522-006 - F-1767-001 - 1900 SW 44TH AVE.
NEW F-1522-013 F-1767-0D4(L&R) OCALA,FLORIDA 34474
FIN 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
' I MULL BAR
_ I
IMPACT -
a z 3
1 18 <z
owoa
o
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I 318"(�) -CPZ D. a
I 7/16"THRU(TYP) 1/4"THRU(TYP)
�
I �,%t NOR..
P,...
OUTSIDE ��G •�;GENSF•'.
I 114"(TYP) 7/16"(TYP) I v: NO 50201
1 5/8" 12 3/4"1 1 5/8" fps
IEN����
I 1s
ve" X
6 7/8" 9/26/2017
vz^ LUCAS A.TURNER,P.E.
2 3/4" 2 3/4" I "V ANGLE 3"STANDARD MULL CLIP-F-1767-001 FL PE#58201
5 I 1239 JABARA AVE.
5„
NORTH PORT,FL 34288
"L"ANGLE 3"MULL CLIP,FIN(LEFT)F-1767-004L "L"ANGLE 3"MULL CLIP,FIN(RIGHT)F-1767-004R i PH.941-380-1574
SHEET DESCRIPTION:
OUTSIDE -
I EXTRUSIONS
I
I DRAWN BY: DATE:
ADE 09/27/12
DWG#: REV.:
GWS-836 B
SCALE: SHEET
1.2 5 OF 10
I I
�WINDOWW SYSTEMS
S
- - - --- - -- - - - I- - - - - -- - - - I - - YSTEMS
I - 1900 SW 44TH AVE. - -
OCALA,FLORIDA 34474
W W W.CWS.CC
I I
I I 3"PVC
MULL BAR
SEAL SEAL BEHIND FLANGE O I PRIOR TOIND ATTACHNNG C� I APPLY SEALANT ALONG FULL o IMPACT
PRIOR TO ATTACHING I TO MULLION I LENGTH OF WINDOW FRAME 2
TO MULLION 9 4 II ; I GROOVE PRIOR
9 TO ATTACOVER Z Q
r-lI 11 I 11 11 z W-Wi0 a�OW
FIN MUST BE REMOVED I W Z 0 Z w- F
WHERE WINDOWS I Q w Z
CONNECT TO MULL I LL
Z z a W 0 0
I > a3owg=o?
A HORIZONTAL MULL BAR SECTION I �A1 HORIZONTAL MULL BAR SECTION I QVERTICAL/HORIZONTAL MULL BAR SECTION 0 W w w o J U
s rn
FLANGE FRAME WINDOW I s FIN FRAME WINDOW I s BOX FRAME WINDOW i-a �o m
I I
——————— --------1-----------------------1-- ——————-
N APPLY SEALANT ALONG FULL Eryw
1 1 2 I LENGTH OF MULLBAR GROOVE �,:•v� 8F G.P'T'�p
11 1 2 I I PRIOR TO ATTACHING DRIP No 58201 t�?f
ADAPTOR ` L*• * ,�,S
I I �
:9 STATE OF &J
FIN MUST BE REMOVEDWHERE INDOW
I O 1 O'c�'A,<O p�
3 I CONNECT TOMULS I 9 0 dNAslN��,
a a
I I DETAIL A Z
I I 9/26/2017
I SEAL BEHIND FLANGE I
SEAL BEHIND FLANGE 10 (SEE DETAIL B) PRIOR 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
�ZVERTICAL MULL BAR SECTION I �61 VERTICAL MULL BAR SECTION I ADAPTOR 1 PH.941-380-1574
s FLANGE FRAME WINDOW I s FIN FRAME WINDOW I IL SHEET DESCRIPTION:
I I
SECTION VIEWS
I I MULLS
DRAWN BY: DATE:
I I
ADE 09/27/12
DWG#: REV.:
I I 10
I I DETAIL B CWS-B36 B
SCALE: SHEET
I I
1:2 6 OF 10
WINDOW SYSTEMS
O O p p 1906 SW 44TH AVE.
OCALA,FLORIDA 34474
A
WWW.CWS.CC
CD 3 PVC
MULL BAR
1 4;,._ = FVo IMPACT
�i Li IL fr —
„
w-1�
z0z 7C
O aw�Zp���
A 1 0 oisg6ldTRR
TOP VIEW SECTION VIEW A-A oZ z T z z ti w y
FIN FRAME ¢ OZUDjZOU-
-LLMp OLL0
OFHt --
2—O
ce
m zxLxow 0-1 CO
O w i—O (L
w a �w�a
2
5"MULLBAR(H-1760)
(SEE SEPARATE APPROVAL FOR 2 4"MULLBAR(H-1759) 2
APPROPRIATE OP CHARTS) (SEE SEPARATE APPROVAL FOR poop!
p APPROPRIATE DP CHARTS) �01 W!1,
p Gp 4�CEAISFy
9
No 58201 :��A
9 9
-I :�• STATE OF •�U�
SEE NOTE 1 7 11116'MAX,EDGE DISTANCE 1 MAX EEDMAX GE DISTANCE ......
SEE NOTE 1 7 11116"MAX.EDGE DISTANCE SEE NOTE 1 7 :IFS O
NA;EN��♦
1
1 19 SEE NOTES 1 8 2 1 19 SEE NOTES 1 8 2 `y
19 SEE NOTES 1 8 2 SEE NOTE 4 20 (1 FA/CLIP) (1 EA./CLIP)
SEE NOTE 4 0 (1 EAJCUP) SEE NOTE 4 0 9/26/2017
5"HORIZ.TO 3"VERT.MULLBAR SECTION Q4"HORIZ.TO 3"VERT.MULLBAR SECTION C 3"HORIZ.TO 3"VERT.MULLBAR SECTION LUCAS A.TURNER,P.E.
7 FLANGE FRAME WINDOW �7 f LAB NGE FRAME WINDOW 7 G MEW O
FL PE#56201
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.
2: N SECTION VIEWS
PRE-DRILLED HOLES(THRU H CLIP THE INSTALLER,' MULL INTERSECTIONS
MAY BE LOCATED AS NEEDED WHILE MAINTAINING
TAIAI NING 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 N: REV.:
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
NOTES:
1.THE MULL BAR IN FOCUS FOR ANY GIVEN (l`VCi7rillJ)
CONFIGURATION IS SHOWN IN BOLD.
TWIN- TRIPLE TRANSOM OVER TWIN TRANSOM OVER TRIPLE 2.AN INTERSECTED MULL BAR HAS OTHER MULL 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 34474
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
zz r TO THE SUBSTRATE AND OTHER MULL BARS. 3"PVC
MULL BAR
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No 58201 ';9»
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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 z�
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 CONTACT WITH PRESSURE TREATED FL PE#58201
1239 JABARA AVE.
WOOD MUST BE PROTECTED TO PREVENT REACTION. NORTH PORT,FL 34288
4.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH 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 DESCRIPTION:
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 BY: DATE:
ADE 09/27/12
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. DWG#:
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLEI,SHEET 9. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-836 B
8.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1:1 8 OF 10
WINDOW SYSTEMS
WITEMS
- 1900 SW 44TH AVE:- - -
OCALA,FLORIDA34474
W W W.CWS.CC
3"PVC
MULL BAR
IMPACT
RETRO FIT "L"ANGLE MULL BAR CLIP
MULL BAR CLIP TWO READ PER EACH END OF MULL Q Z �: <Z 0
12
MULL BAR -_ MULL BAR W Z 0 Z M�Z.W
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INSTALLATION ANCHOR INSTALLATION ANCHOR
SEE TABLE 1 �I SEE TABLE 1 UO Z- ?Z F j y
L-r i_ ADD STRUCTURAL ELEMENTS L_ L r L ADD STRUCTURAL ELEMENTS Z O Z U uj Z O U-
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AS OUTSIDE EXPOSED
EDGE BY INSTALLER F D' O 3
EDGE BY INSTALLER U- fA
PERIMETER SEALANT PERIMETER SEALANT W 555
OLL O Lu u)0 W V!Ili
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BY INSTALLER MIN.EMBEDMENT BY INSTALLER MIN.EMBEDMENT a Z�a 0 p c
INSIDE AND OUT SEE TABLE 1 INSIDE AND OUT SEE TABLE 1 O = O D_ M}
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SEE TABLE 1 SEE TABLE 1 w yll/
MIN.EDGE DIST. luruur
MIN.EDGE DIST. SEE TABLE 1 ���%��r10REl�yrrrrir
SEE TABLE 1
D VERTICAL SECTION E VERTICAL SECTION A, GEIV rG.Q�1i
9 TYPICAL FLANGE(RETRO FIT)ANCHORAGE 9 TYPICAL FLANGE("L"ANGLE)ANCHORAGE P \ SF ���'
HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION -�: No 59201 1.�1
:oE 5a=
�9; STATE OF 4r�
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9/26/2017
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.) 3116,ITW TAPCON 1" 3" AFTER INSTALLATION. PH.941-380-1574
CONCRETE(2.85 KSI MIN.) 3116"ELCO ULTRACON 1-3/4" 1" SHEET DESCRIPTION:
3.RECESS RETRO MULLION CLIP 3/8"MAX.FOR CLEARANCE OF WINDOW INSTALLATION DETAILS
HOLLOW or GROUT-FILLED CMU(ASTM C-90) 1/4"ELCO ULTRACON 1-1/4" 2-1/2" UNIT AS NEEDED.
3/16"ITW TAPCON FLANGE
2X 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. DRAWN BY: DATE:
2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" THREE(3)ANCHORS REQUIRED PER"L"MULL CLIP,SEE SHEETS 2-3.
ADE 09/27/12
16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR ITW FULL THREAD 5.SEAT MULLION TIGHT TO MULL CLIP. OWG#: REV.:
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16
1/8"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" 7/16" SPECIFIC INSTALLATION DETAILS. SCALE:ALE: SHEET
6 B
1:2 9 OF 10
- - WINDOW SYSTEMS
1900 S W 44TH AVE.- - -"
OCALA,FLORIDA U474
WWWCWS.CC
3"PVC
MULL BAR
IMPACT
RET4 Z 3 ¢Z3
MULL BAR CLIP O FIT "L"ANGLE CLIP F p w p Q p
TWO REQ'D PER EACH END OF MULL Z W-1 0 W
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II I SEE TABLE 1,SHT 9 II I SEE TABLE 1,SHT 9 Y Q-O W p p
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SEALANT ALONGE r ll L SEALANT ALONGE - o 15�,'_ - W O
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OUTSIDE EXPOSED OUTSIDE EXPOSED '4 - (r Z W U O-WI
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EXTERIOR FINISH MIN.EMBEDMENT EXTERIOR FINISH w F cc W W U
BY OTHERS •'�,d;,I EMMIN.EDGEDIST.
° ; MIN.EMBEDMENT
SEE TABLE 1,SHT 9 BY OTHERS I- SEE TABLE 1,SHT 9 0. n. a
PERIMETER SEALANT PERIMETER SEALANT '•o ,
BYINSTALLER BY INSTALLER
INSIDE AND OUT INSIDE AND OUT 'ttttttutltit��,,
SUBSTRATE BY OTHERS SUBSTRATE BY OTHERS `,�� p•NOR�4V
SEE TABLE 1,SHT 9 SEE TABLE 1,SHT 9 y ..........
p E%�s.'•h�.
MIN.EDGE DIST. t No 58201 ••:�'A;,
F VERTICAL SECTION SEE TABLE 1,SHT 9 rG VERTICAL SECTION SEE 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 INSTALLATION �9C• STATE OF •�kr
�,'��•�`O R•
fO1VA....
9/26/2017
LUCAS A.TURNER,P.E.
NOTES: FL PE#58201
1239 JABARA AVE.
1.SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS NORTH PORT,FL 34288
AFTER INSTALLATION. PH.941-380-1674
2.RECESS RETRO MULLION CLIP 318"MAX.FOR CLEARANCE OF WINDOW SHEET DESCRIPTION:
UNIT AS 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. oRgwN ev: DATE:
ADE 09/27/12
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
1:2 10OF 10