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Product Approval Menu > Product or Application Search > Application List>Application Detail
FL # FL].1103-R2
Application Type Revision
Code Version 2014
Application Status . Approved
Comments
Archived
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
(352) 368-6922 Ext 255
sbrooks@cws.cc
Authorized Signature Stephen Brooks
sbrooks@cws.cc
Technical Representative Erin Koss
Address/Phone/Email 1900 SW 44th Ave.
Ocala, FL 34474
(352) 368-6922 Ext 291
ekoss@cws.cc
Quality Assurance Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Ocala, FL 34474
(352) 368-6922 Ext 291
jlathrop@cws.cc
Category CExterior Doors
Subcategory Exterior Door Assembll
Compliance Method Evaluation Report from a Floris
Professional Engineer
Evaluation Report - Hardcc
SLIDING GLASS DOOR - IMPACT GENERAL NOTES:1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO
COMPLY WITH THE FLORIDA BUILDING CODE(FBG),CURRENT EDITION AND
IS RATED FOR IMPACT USE IN WIND ZONE 4 AND HIGH VELOCITY ' 1900 SW 44TH AVE,
HURRICANE ZONE(HVHZ)AREAS AS DEFINED IN ASTM E 1996 PER THE FBC. OCALA,FLORIDA 34474
WWW.CWS.CC ,
�--
48 7/8 MAX UNIT WIDTHMAX 2.GLAZING DETAIL:(SEE SHEET 2)
PANEL WIDTH _ A 3.APPROVED CONFIGURATIONS:"OXXO" "OXO" "XO","OX" $900 PVC
Ii( 4.DESIGN PRESSURES: SLIDING GLASS
II 47 314" -NEGATIVE OF-SIGN I OAF).'PAGFf1 Onl TF$TF17 PRESSURE AND GLASS DOOR- IMPACT
G 5
• 96" L� I ' DLO � J_ I � � f�, TABLES ASTM E-1300-04.
MAX _
UNIT I � INFILTRATION ON EST PRESSURE,AOND GLASS TABES ASTM E-1300-04. Ln CN 1
-1 I
HEIGHT
O X X L O 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE {! N 7 4
F
MAx2 B GLASS B DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR INSTALLATION DETAIL Z') NBcoal
PANEL DLO �1 WIND LOAD DURATION FACTOR Cd-- WAS USED FOR WOOD ANCHOR Y
HEIGHT �II CALCULATIONS. 1 >
I I � I
I s w m:
' I 6� 6.PRODUCTS APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE NOT i U7
iCD(
REQUIRED.
O RAMP S ARE PROCESSED AND SCREWED TOGETHER.VENTS FULLY
7.ALI o j a'I
WELDED. no >
A .,rl� LD LU
A a
6_/ J..-�""'— '�"`�-.,._� 8.SERIES/MODEL DESIGNATION:SCD-8900. ,., Ll
n. a a
ol�i�.
96.. __ __ 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: ¢ a 1
-- -------
14513/16" ---------- / 1 MAX UNIT WIDTH X=OPERABLE SASH,O-FIXED SASH.
MAX UNIT WIDTH D'
PAN48
EL 48 7/8' 10.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS. m G
j MAX
MAX PANEL WIDTH z
_ _ _ 11.EXTERNAL WEEP SLOT=1/4 x 1"LOCATED 4"FROM BOTH ENDS.
IMI � it'41,jiIy#if
►Iti
41 3/4" p .......41 3!4 `�
GLASS ( GLASS a i G N fU�r�i
96" _�� - -- MAX ' _ DLO
DLO No 582'01
UNIT j Lucas A.
MAX I'� �' ( i r
UNIT HEIGHT
HEIGHT ',11 : I! ' '1 i Turner S'Q_ * ;tr C
931;2" 863/8' Q X 93112" ( +7 2015-04-20 -P STATE OF :�Z
1 X 11 12:30-04:00 �. ^•� •`�.`
MAX D j GLASS III I 0 I p D MAX E p I E `
PANEL I (DLO I III I PANEL Ii j (;�
_ e0ric+S• O R t V ��,•
HEIGHT HEIGHT , �i S Fb 4
�i �GL31
ASS
�l DLO
C cl �-
( = l! 4/3/2015
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
--
i SHEET 6E§CRIPTION. -
GENERAL NOTES AND
SIZE RATING IMPACT RATING TIONs
CONFIG. MAX. UNIT SIZE
TABLE OF CONTENTS MAX. PA EL DESIGN PRESSURE DRAWN BE IO
-_
GENERAL NOTES&ELEVATIONS.....................1 ADE 06/03/08
SECTION VIEWS OXXO&GLAZING DETAIL...2 Q 96" x 96" +/-60 PSF LARGE MISSILE IMPACTowc u: INEv
' SECTION VIEWS OXO&XO................................3 —
EXTRUSIONS&B.O.M.................................::......4 OXO 145-13/16"x 96" 48-7/8" x 93-1/2" +/-60 PSF LARGE MISSILE IMPACT CWS-298 a
ANCHOR SCHEDULE&NOTES............................5 —...— —.— _
INSTALLATION DETAILS.....................................h OXXO 19 1 A/t" XA 9v^ +/-60 PSi ..-.-E SHEE.
I L.rtnk-IL Mio�iLlE IMPACT SCALE:
1.33.33 1 1 OF 6
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
WWW.CWS.CC
il
3 �i 26' i 51
3 �1_6� 28� 2_0� 2221) �_3 �13� X24, 18 2
m 8900 PVC
SUDING GLASSDOOR-IMPACT
ElI � �
00 D D 19 E--l0 TI n N
Do lil
N r F
� Q
�7
6LJ Y �
u }
m I '
c
j
Uz
Oi I
',2 6� X36 92.
- ¢ � O ui
w
SECTION D-D a a
olo
w
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' K
m,¢IO
'�25J .18j X26 (13 24; (7 ',21
- ��A .•yGENg '.
58201 'P
❑ �at
:'P STATE OF 4u:
- _
0= yyT�
a
- _ D
o T 4/3/2015
Do
pD
LUCAS A.TURNER;P.E.
�a FL PE#58201
1239 JABARA AVE.
1 (1P X30,' !33,1 s; ;2d i9' 2 NORTH PORT,FL 34288
PH.941-380-1574
SECTION E-E � -EETD-- --- --
�,SHESCRIPTION:
SECTION VIEWS-OXO
AND XO/OX
'-DRAWNBY:- 'DATE:
NOTES; ADEI 06/03/08
1. ITEMS NOT SHOWN FOR CLARITY:10,26-32 DwGs-_ "- fREV
2.VERTICAL SECTION CAN BE SEEN ON SHEET 2. CWS-298 B
sro t F
SHEET
-- - - - - - 1:2.63 3 OF 6
- — -8" (TYP) �
6"MAX �- --- 12" MAX O.C. �-_4" (TYP)
(TYP) i (TYP) a I 1900 SN 44TH AVE.
T -- ---
i OCALA,FLORiGA 34474
WWW.CWS.CC
6"MAX
(TYP) 1 8900 PVC
t6" MAX.O.0
(TYP) I SLIDING GLASS
I r DOOR- IMPACT
Ij
a' I
I I 000l i
Y
j � m O
'J� z
O J O i
O cc
cc
2 �
0 F-,0
ui w o::
Q I �
}_
co::Qi0
S
( I I
Nr
o
582G1
ANCHOR LAYOUT
NOTES: STATE OF ;441-
Z�
1.INSTALL TWO ANCHORS AT EACH LOCATION, SILL ANCHOR SPACING SAME AS HEAD. ` f '•OAC �`'
r
2.SHIM AS REQ'D AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL rrrrS01,11NA;u%`
BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. y
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 4 3 2025
- 0
4 ALL!NSTALLATION ANCHORS.MUST BF_P^ADE Or Oq DROTECTF0 WITH-A CORROSION RES!STANITIMATFR!A,1 QP r`nAT Ny- .DJSQlkAllAR PIETALS OR kAATFPIALS IN 00NTACT,WlTP PRccCt IPC TREATED WOOD MIST BE LUCAS A.TURNER,P.E.
PROTECTED TO PREVENT REACTION.
FL PE#58201
5.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 MINIMUM 1239 JABARA AVE.
SPECIFIED IN TABLE 1,SHEET 6. NORTH PORT,FL 34288
PH.941-380-1574
6.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. INSTALLATIONS sALer DEScRPT1oN -
TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS
BETWEEN TuE PRODUCT AND SUBSTRATE. ANCHOR SCHEDULE AND
NOTES
T A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 2"FOR MASONRY,1"FOR WOOD AND METAL. 'DRAWN Br. —,DAT€I
8.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. ADE 06/03/08
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE 1,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. —
'DWG#: -- REV
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-298 B
FMA A.AMP.1n0(FIN WINnOW ),GA"^.'AP,Pd1A?nC(FL1 N^E WINDOWS),FM,6"M!DMA 250(BOX WINDOV"),Fn DOORS), SCAIF
SHEET
1:20 5 OF 6
min. t
p r
At
IN
"K
BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publicati-
a
Product Approval
USER: Public User
Product Approval Menu > Product or Application Search > Application List >Application Detail
FL # FL9520-R 4
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
(352) 368-6922 Ext 255
sbrooks@cws.cc
Authorized Signature Stephen Brooks
sbrooks@cws.cc
Technical Representative Erin Koss
Address/Phone/Email 1900 SW 44th Ave.
Ocala, FL 34474
(352) 368-6922 Ext 291
ekoss@cws.cc
Quality Assurance Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Ocala, FL 34474
(352) 368-6922 Ext 291
jlathrop@cws.cc
Category Windows
i
Subcategory Mullions
Compliance Method Evaluation Report from a Floric
Professional Engineer
Evaluation Report - Hardcc
GENERAL NOTES:
! 3" PVC MULL BAR - LARGE MISSILE IMPACT
I 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH I WINDOW yySTEpgg' 1
SHOWN w/DIFFERENT OPTIONS THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION INCLUDING THE HIGH
j VELOCITY HURRICANE ZONE(HVHZ)AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL 1900 SW 44TH AVE.
D IMPAC:i USE AS DEFINED IN ASTM E 1996 PER 1 HE F8C. OCAL^.,Fes`P,DA 2"A7^.
WWW CWS CC
2,CONFIGURATIONS(SEE SHEETS 2-3):VERTICAL OR HOR17.ONTAL.
3.SEE MULLION CHARTS FOR MAX.DESIGN PRESSURES AND LENGTH. ! 3" PVC
(REFER TO SHEETS 2-3) MULL BAR
A a,AtCHnFzg(G TUF 131/3%STRESS INrRFAqE HAS NOT RFFN USED IN THF IMPACT
DESIGN OF THIS PRODUCT.SEE SHEETS 9-10 FOR ANCHOR DETAILS. WIN
DLOAD
f e ` DURATION FACTOR C&I.6 WAS USED FOR WOOD ANCHOR CALCULATIONS
O .
U-)
5.i 5.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED.
N a
6.DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER I o 0
DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNITS.
ANCHOR CLIP - ———�— — — ————— — — —— — — ANCHOR CLIP
7:DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT w m I
7 I ; AAPPPPLLYOONILY TO THE MULLION.WINDOWS MUST BE APPROVED UNDER SEPARATE i In 2
O ! O O I d o
0
6% 8.RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY U)
t ( I APPLICABLE LOCAL LAWS,BUILDING CODES,ORDINANCES OR OTHER SAFTEY
( REQUIREMENTS RESTS SOLEY WITH THE ARCHITECT,ENGINEER OF RECORD, w cc',
BUILDING OWNER OR CONTRACTOR. I ° �a
ul
9.SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS ¢(0 j
DRAWING. SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY o r w
X X X CUSTOM WINDOW SYSTEMS,INC.AND MUST BE MADE OUT OF VINYL PVC OR _ ?_�-i
EXTRUDED ALUMINUM. 'i IQI0�
10.VERTICAL MULLED UNITS MAY BE MULLED INDEFINITELY AS LONG AS THE SINGLE
y __ Hli� / UNIT, W![)TH AND HE!GHT ARE NOT EXCEEDED,AND Ml Il LIONS ARE ANCHORED AS �ay►turrrieltr.
_ r SHOWN HERE IN. `psi ��AIDREI,,V j ott*
C F )/E l - —ANCHOR CLIP--- �?. C E Pi's� Q .
10�,-,t0 X9 A9; 11.HORIZONTAL MULLION SHALL EXTEND THE ENTIRE WIDTH OF THE MULLED UNIT.
VERTICAL MULLION IS USED TO MULL SIDE BY SIDE UNITS TOGETHER- Z--�; No 58201 A
EXAMPLE HORIZ/.VERT.MULLION
FOR SECTION VIEW ONLY
R CLIP- y'O. STATE OF «'4
ANCHOy
Lucas A-Turner ''.`c `:t c,R i ' ��•'�
- 2015-04-27 ~ttt. lONA��;:`�•
21:00-04:00
I0 0I 4/27/2015
LUCAS A TURNER,P.E.
FL PE#58201
1239 JABARA AVE-
NORTH PORT,,FL 34288
PH.941-380-1574
X I X I --__
�SHEET D1E5 RIPTIpN: --
TABLE Or CONI EN ISS ! n GENERAL NOTES AND
ELEVATIONS
GENERAL NOTES&ELEVATIONS...............1 __ DATE
DP CHARTS....-...........................-... .........2-3 J ADE 09!27/12
BOM&EXTRUSIONS...... ....4 ANCHOR CLIP- /
I EXTRUSIONS........................... ..................5 f owc x aEV.:
SECTION VIEWS...... ... ...... 6-7 EXAMPLE VERTICAL MULLION FOR CWS 836 A
CONFIGURATIONS&ANCHOR NOTES......8
„_ u........ . „._...S 1v PVC WINDOWS FOR SECTION VIEWS ONLY �s�a�1:25
1 HEET
OF 10 1
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.
OPENING SIZE(in.) WINDO®"!SYSTEB�i
VS
39 45 51 57 63 69 75 318 81 87 93 99 1103/8 114 120 126 132 138 145 318 1900 SW 44TH AE.
_ 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
c
423/4 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 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
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
b.
LU 63 50.0 0.0 I 50.0 50.0 50.0 50.0 50.0 50.0 1 550.0 50.0 50.0 50.0 50.0 50.0 494 ss 457{3 1 0 ,1 Y` MULL BAR
J
IMPACT
J 68 50.0 5Qv 5u.v 50.0 5O.0 50.v o0.y TI 5- (1 �J.J �.0 5C.0 50.0 19.8 -1i u
72 50.0 ( 50.0 50A 50.0 50.0 50.0 50.0 50.0 50.0 50.0 _ 50.0 454 44.0
75.375 .50.0 -50.0 50.0 50.0 50.0 50.0 500 50.0 1 50.0 I 4,311 44.0 40.0 ;;1 r
' v w
DP CHART IS FOR: ao 0
INTERSECTED IMPACT 3"MULLION 1758,HORIZONTAL OR VERTICAL,USING EITHER(PER END):
1522 CLIPS s
f (4)#10 SCREWS INTO WOOD or METAL w ca
_(4)3/16"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD I o k
(4) 1/4"ELCO ULTRACONS INTO HOLLOW or GROUT FILLED BLOCK ( LL m
1767 CLIPS z LU
wl
-(6)#10 SCREWS INTO WOOD or METAL w w!
(6)3/16"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD o a_
(6) 1/4"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK w ao
a
o w
I� C
0
ti���uuurrr
HORIZONTAL MULLION •
,t
TWIWTRIPLE r"
VERTICAL MULLION ��•'\-` `SF•' 'a'�!,
LION
i _ T-- �.� No 58201 •:�T�
T ----- :
LLBAR
FRAME TYPE OPENING "T"( 522
)LIP "L"(F-1767--XXX)LIP ��w
om
FLANGE NEW F-1522-013 F-1767-001 WINDOW SYSTEMS
l RETRO F-1522-006 F-1767-001 1900 SW 44TH AVE.
NEW F-1522-013 F-1767-004(L&R) OCALA,-FLORIDA 34471
FIN WWW.CWS.CC
RETRO F-1522-013 F-1767-004(L&R) -
-- ---- --
NEW NOT RECOMMENDED F-1767-001
BOX RETRO F-1522-006 F-1767-001 31, PVC
MULL BAR
I
IMPACT
-T-
� � I
<r ui I
17 18 Q
o �
� }
I W m
F -2 3J4" 2114" Flllr�
o Z
LL
-�
o z �
IN W
1 5/8" (2 3/4'i 2 7116.. d SII
�w cr
U
C)
3/8" 2X —— --I ! a7 O
7116"THRU(TYP)-- ----! 1/4" THRU(TYP)
O
_1/2" - z
OUTSIDE �ai�u�u��rr4�
p�C-)RE4
1/ -- --_ !-_-7/16" (TYP}
4" (TYP)- ' �, P "
1— — t `��Ot .ytGE vS •.Q1r�
3/8" 0 1-__j� O 0 3/8" -L 2v f No 58201
1
( 5/8
i2 3/4"
1 5/8" . "
y
:9 STATE OF
j I 3" �O kru
.
I I
I
r
cf(
/2015
- - ---- s 7/a"-- LL A 4A.?URNER,P.E.
112" '. 1/2"�---{ �. Ir C....T ...
---_2 3/4'-------- II, --2314" "L"ANGLE 3"STANDARD MULL CLIP-F-1767-001 FL PE#58201
1239 JABARA AVE.
--5" --- -5"-- -- NORTH PORT,FL 34288
J i
"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:
III ` EXTRUSIONS
IDR�AWN BY' DATE
ADE 09/27/12
IDWGN
CWS-836 A
5 OF 10
SCALE
1.2 SHEET I
WINDOW SYSTEMS
CD C 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
WWW.CWS.CC
- ( 3" PVC
i! 1 MULL BAR
IMPACT
-- I
Cw
- I
C-11 ,'
A
!� TOP VIEW SECTION VIEW A-A w m Z�
FIN FRAME i LL Oi
� z� w'
ja ¢
:qlo
ca w
MULLBAR(H-1760)
(SEE SEPARATE APPROVAL FOR 4"MULLBAR(H-1759) 0 2 - -- f-
j APPROPRIATE DP CHARTS) - / (SEE SEPARATE APPROVAL FOR - (� Q 0
APPROPRIATE DP CHARTS) Z _
S� "it lii
E N•.S
, No 58201
i
'—I SEE NOTE 1 7, 11/16 MAX.EDGE DISTANGE __ DISTANCE
7
-. - SCE NOTE r7)-- - 1(1 MAX FDrE DISTANCE - xz-
i i/16"MAX EDGE �'�
__� SEEN07E1 ( — I :9'. STATE OF 441h
4us�
;
E �1} )_9"SEE NOTES 1&2 t+►ttrritt�I�
SEE NOTE 4 X01 SEE NOTES 1&2 � SEE
EA OL.IP) 1&2 E 4 (1 EA./CLIP) �✓�
1
SEE NOTE 4 l20`
4 (i EA./CLIP) 'p; 4/27/2015
----- --� - ----- -. _ _ - -�- 3"HORIZ TO U"'-2T.MU:l3A3 CECT,ON
C ,5� HnRIZ.TO 3"VERT MUL BAR SECTION C+4"HORIZ.TO 3"VERT.MULLBAR SECTION 7 j FI ANG6 F AME NNDOW LUCAS A.TURNER,P.E.
j 7 , FLANGEVRAME WINDOW 7/FLANGE FRAME WINDSSW FL PE#58201
1239 JABARA AVE.
j NORTH PORT,FL 34288
NOTES: PH.941-380-1574
1, SLIDE CLIP INTO LOCATION AND SECURE WITH ITEMS 19(QTY 1)AND 20(QTY 1),ASSl EET DESCRIPTI0N ~i
SHOWN ABOVE. �
SECTION VIEWS
2- PRE-DRILLED HOLES(THRU FIN CLIP 1897),BY THE INSTALLER, MULL INTERSECTIONS
MAY BE LOCATED AS NEEDED WHILE MAINTAINING A MIN+MUM CLIP EDGE DISTANCE
OF 9.+32"ANO 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
MULL MUST BE THE SAME DEPTH,OR GREATER,THAN THE INTERSECTING MULL
CWS 838 ; A
- -- _.
- .- .,TCR'nn,.HULL ANCHOR ATTACHMENT r�Pr1,ti,T-ql I l!.-.-TICA' "'!l i '"TO Ml jLl. I SCALE. t nLam'
1:2 7 c .---i
CLIP. PRE DRILL PILOT HOLE THRU ALL MATERIAL. O
7 OF 10 '�
Y"l9Pi00VY SYSTEMS
1900 SW 44TH AVE.
WWFLORIDA 34474
WGW
I C I
3" PVC
MULL BAR
IMPACT
-RETRO FIT -"L"ANGLE MULL BAR CLIP -- :----� I ---�
MULL BAR CLIP TWO REO'D PER EACH ENG OF MULL_ l
( 4 w
- MULL BAR —MULL BAR Q I
- INSTALLATION ANCHOR - INSTALLATION ANCHOR I `' w m
SEE TABLE 1 SEE TABLE 1 ! tr)
I
ADD STRUCTURAL ELEMENTS SEALANT AL ADD STRUCTURAL ELEMENTS LL Z j
LL
EDGE BY INSTALLER NT ALONG ~ ONG
AS\ _ ` RLLL BTO MAKE LEVEL FOR EDGE BY INSTALLER MUDTO MAKE LEVEL FOR o z 1
OUTSIDE EXPOSED MULL B O OUTSIDE EXPOSED Q j Q
PERIMETER SEALANT— PERIMETER SEALANT-- i d C
BYINSTALLEft BYINSTALLER E a F
MEN-EMBEDMENT MIN.EMBEDMENT _
INSIDE AND OUT INSIDE AND OUT
SEE TABLE 1 E 1 i c ¢
SUBSTRATE BY OTHERS--�I f SUBSTRATE BY OTHERS -- SEE TAB; I !a
SEE TABLE 1 \ \ SEE TABLE 1
MIN.EDGE DIST.
— -�I-MIN.EDGE DIST.
f TYP CAL FLANGE{RETRO FIT)ANCHORAGE \ 9 TYPICAL FLANGE("L"ANGLE)ANCHORAGE a ay z 1
SEE TABLE 1 SEE TABLE 1
R A: SF tOhl VERTICAL SECTION yyyyyuyrrrJrr
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HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLAT J HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION v'
No 58201
S1STATE OF .41J j
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4/27/2015 _
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.
MNE
TYPE C PE MIN.EMBEDMENT MIN.EDGE DIST. 2.SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS NORTH PORT,FL 34288
2.0 KSI MIN.) / "ITW TAPCON 1" 3" AFTER INSTALLATION. PH.941- 80.1574
. . GROUT-FILLED f aAl} a,s 3.RECESS RETRO MULLION CLIP 3/8"MAX.FOR CLEARANCE OF WINDOW 5����T3o2. 3/16"ELCO ULTRACON 1-3/4" 1'
( S?N DETAILS
3,16"ITW C
2XMIN.SOUTHERN E"tZ`-i-Jfi.55) 1-3/8" 7/8" 4.FOUR 4 ANCHORS REQUIRED PER"T'MULL CLIP,SEE SHEETS 2-3. FLANGE
#1 WOELCO S RACON THREE(3)ANCHORS REQUIRED PER"L"MULL CLIP,SEE SHEETS 2-3. oRAwrt av: --DATE:
2X MIN.SOUTHERN PINE(G=0.55) #1d WOOD SCR 1-3/8" 718" owGa )aEv - "/1 _1
ADE 09/27/12
16 GAUGE(0.060")MIN.STEELSTUD #10-16 HILP KW IK-FLEX OR ITW FULL THREAD 5.SEAT MULLION TIGHT TO MULL CLIP. — — –
1/8 ALUM. 6063-T5 MIN.)OR #10 GRADE 5 SELF TAPPING i THRU p.060" 7/16
" ( FULL THREAD 6.FOR ANCHORAGE DETAILS FOR THE WINDOW,REFER TO THEWINDOW CWS 836 t A
(33 K I ) SELF-DRILLING W
SDP`lr7!C INST 1i t pTIr1N iIFTAII c rCALE:_—_-
1/8"STEEL(33 KSI MIN.) DR!LLING SCREW THRU 0.125" SHEET
f 1:2 9 OF 10