HomeMy WebLinkAboutProduct Approval (4) CASEMENT - LARGE MISSILE IMPACT GENERAL NOTES: .
1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT 1900 SW 44TH AVE:
EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ) OCALA,FLORIDA 34474
36114" 381/4" AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS WWW.CWS.Cc
MAX.OVERALL MAX.OVERALL FLANGE WIDTH
FLANGE WIDTH DEFINED IN ASTM E 1996 PER THE FBC.
UNIT WIDTH UNIT WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2) 8400 PVC
35" 35" CASEMENT
MAx.sASH WIDTH MAX.SASH WIDTH 3.CONFIGURATIONS: ALL WINDOWS ARE OPEN TO OUTSIDE LEFT OR
RIGHT. IMPACT
---------- A
———————— — 4.DESIGN PRESSURES:
-NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND ¢ w
30
GLASS TABLES ASTM E-1300-04e01/09. p w 0 ¢ p
-POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER w z O z w 1=z F
I I I I INFILTRATION TEST PRESSURE,AND GLASS TABLES g Q W }O 3
73 tl4" ASTM E-1300-04e01/09. z p O�
OVERALL I / I I I I O O O z
MAX. 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN. V ow�Z-�N a
HEIGHT I ' I MAX" I I I THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR INSTALLATION a o
z v cn z o LL o
FLANGE
EIGHT B I \ I I B DETAIL.
CIND LOAD ALCULATIONSTION FACTOR Cd=1.6 WAS USED FOR WOOD ¢ �o v F Z
ui
I I 6.PRODUCTS APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE OLL o Lu L o W co lu
I I I I NOT REQUIRED. a z y° �Jo co
�/ I O =�It w=��
72 X I X I 651 s 63" I x I I � 7.ALL FRAMES AND VENTS FULLY WELDED. �a a w 3 a
UNIT UNIT I , I
Dlo DLO ,++plUgispr
HEIGHT i i HEIGHT i / I 8. IES/MODEL DESIGNATION CA-8400.DESIGNATION X STANDS R THE FOLLOWING: ��� P•4NGENS
9,THE O
I I e 61" I , I I X=OPERABLE SASH :J:• No 58201
70"MAX. I I HE
O SA MAX.
I I I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR �p �►
SASH 6
HEIGHT i \ I p I I I LOCATION. GS1Q STATE OF :mow`
I � I
rrrnI
rir
II -----
I
------ A
——A 30112" LucasTurne Z 7
6 GLASS DLO
30112„ RIGHT HINGED-SHOWN r 9/22/2017
GLASS DLO LEFT HINGED-OPPOSITE 2017-09-22
LEFT HINGED-SHOWN LUCAS A.TURNER,P.E.
RIGHT HINGED-OPPOSITE 1 1:51-04:00 FL PE#56201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
GENERAL NOTES AND
TABLE OF CONTENTS LOCATION MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING ELEVATIONS
NON-HVHZ +/-65 PSF DRAWN BY: DATE:
GENERAL NOTES&ELEVATIONS 37"X 63" ADE 05/05/07
GLAZING DETAILS.................................2 HVHZ +/-67.5 PSF DWG#: REV.:
SECTION VIEWS....................;...............3 LARGE MISSILE IMPACT .
EXTRUSIONS&B.O.M...........................4 NON-HVHZ +/-65 PSF CWS-161 D
ANCHOR SCHEDULE&NOTES............5 37"X 72" SCALE: SHEET
INSTALLATION DETAILS.......................6 HVHZ +/-67.5 PSF 1:15 1OF6
- -WINDOW S�YS'T�• -
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CWS.CC
8400 PVC
CASEMENT
IMPACT
718"OVERALL FF-- ❑W O Z O p
7/8"OVERALL Z W-j 0 ¢ O Lu
118"ANNEALED or TEMPERED 118"HEAT STRENGTHENED or TEMPERED W z O Z X—LL Z~
0 a-LU F- T
7/16"AIRSPACE 7/16"AIRSPACE O O F O W O O
5116"LAMINATED GLASS 5/16"LAMINATED GLASS U 0 w�Z D- I a
0 Z-0 Z 0
1/8"HEAT STRENGTHENED Z O U CD 0 0
118"ANNEALED Q Z Z O w U
F-Wu�W1O z
.09D DUPONT PVB INTERLAYER .090 DUPONT PVB INTERLAYER >- asa O F F�Z—
OUANEX DURASEAL cd
118"ANNEALED QUANEX DURASEAL 118"HEAT STRENGTHENED �j O 0 p W y
IG SPACER_ IG SPACER 02 Z a 0 O 0�
SIKAFLEX 552 OR SIKAFLEX 552 OR a a.
3 PURFECT GLAZE"H" 3 PURFECT GLAZE"H" w�a 3 a N
46 1/2"GLASS SITE 46 1/2"GLASS BITE ,%04.�OREW I�!,vp
13 13 j0Q.�.��G E N g�•.�Plk
O _ :• No 58201 ?I
:9• STATE OF '�kl,�+'
6 g ��j��•t� • O R:
.......
A�
GLASS TYPE A GLASS TYPE B ZZ
9/22/2017
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
SETTING BLOCKS PER FBC 2411.3.3.11 GLAZING DETAILS
DRAWN BY: DATE:
-MAX UNIT SIZE MAX POS. DP GLASS TYPE ADE 05/05/07
DWGN: REV.:
37"x 63" +67.5 A CWS-161 D
37"x 72" +67.5 B. SCALE: SHEET
1:1 2 OF 6
-- ---------- ---- -
-- ---- -- -.. . - _ WINDOW SYSTEMS
----- ---- -
- - ---- - ---- - --- - ---
-- - - -- 1900SW44THAVE---- --- -- - '
ur
OCALA,FLORIDA 34474
W W W.CWS.CC
A
22 11 5 48
8400 PVC
CASEMENT
IMPACT
461ZkZ. H2w ZOZ oR3:a9 0 F¢-w§}ZZ0�3=18 O OFOU�wOw51 52 1 514 9 18 3 00 00�ZZF?EL
>-
6 SECTION VIEW B-B ¢ o?LL�0 o LLL
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INTERIOR ;,Vs��'',•v..........F..P,it���.
.�: No 58201
C
40 90; STATE16
10 / ,�o,h/ONA�
5 D ® 43
13 0
51 v ��
24 7 36 9/22/2017
49 �
LUCAS A.TURNER,P.E.
5 FL PE#58201
0 1239 JABARAL34
2 NORTT H PORT,FL 34288
PH.941-380-1574
46 39 SHEET DESCRIPTION:
SECTION VIEW A-A SECTION VIEWS
ALTERNATE FIN FRAME
DRAWN BY: DATE:
ADE 06/05/07
OW ##:
CWS-161 D
ITEMS NOT SHOWN FOR CLARITY:
14,16-17,19-20,25,27,32,34,37-38,42,44-45,50 SCALE: SHEET
1:2 3 OF 6
PARTS LIST
ITEM PART# DESCRIPTION VENDOR MATERIAL 3 11B^--y FRAME AND
SASH CORNER 1 H 6030B FR.,CASE.,MAIN,HEAD ------- - _- MIKRON _. PVC CONSTRUCTION Wl'NpOW SYSTT M
2 H-6030B FR.,CASE.,MAIN,SILL MIKRON PVC Q 1 - --- ---
3 H-6030B FR.,CASE.,MAIN,JB.,RIGHT MIKRON PVC z 1900SW44THAVE.
4 H 6o30B FR.,CASE.,MAIN,JB.,LEFT MIKRON PVG Q 3 n3z r r
CVW WCWS FLORIDA 34474
5 H-6030A FR.,CASE.,W/FIN MIKRON' PVC 321132" D a 27132°
6 H-6008 SASH,CASE.,TOP RAIL MIKRON PVC
7 H�008 SASH,CA—SE,BOT.RAIL, MIKRON PVC �� Ins^ �— 8400 PVC
8 H-6008 SASH,CASE.,SIDE RAIL,HINGE MIKRON PVC p PVC GLAZING BEAD CORNER WELD
CASEMENT
9 H-6008 SASH,CASE.,SIDE RAIL,LOCK MIKRON PVC 8-6064 (ALLSIDES) IMPACT
10 H-1592 SCREEN RAIL,SIDE/BTM KEYMARK ALUM 1:B
11 H-1593 SCREEN RAIL,TOP/SIDE KEYMARK ALUM PVC FLANGE FRAME
12 GLASS SEE SHEET 2 H-6030B -' z ;t ¢Z 3
13 P-302B SET.BILK.,85 DUR.,1/8"X7/8"X2"LG. FRANK LOWE RUBBER z w J o a w 0 w
14 P-3029 SCREEN LIFT-OUT SUMMIT 2 11132" o z v0i z o E z~
15 P-3113 SCREWSUPPORT FOR PVC TEAM PLASTICS BBER zv3z" 7n6 z I--w F-�2 z
16 P-3195 SCREEN SPRING,NO HOLE TENSION 6 a9 46 0 0 0�j a a 17 P-3197 SCREEN CORNER KEY M&M NYLON D e Ins" 111s° z z 'w z z
18. P-3217 WSTP.,WHITE LEAF SEAL,FRAME AMESBURY RUBBER 21/4" s COIL,.062 X.656 COIL,.05 X.437 z 0 z 0(6z 00 Z
19 P-3226 SCREEN SPLINE,.155 DIA,BLK DAPA 111s" P-4491 P-05 X O F 0 z-
LL
20 P-3281 SPACER,DURASEAL,SEE SHEET 3 DURASEAL TRUSEAL o a w c)- ui
21 P-3342 SEAM SEALER',SM-5504 SCHNEE SILICONE w 0 0 y o w
22 P-3429 WSTP.,.270 X.187 BACK,ULTRA FIN,BLACK,SASH ULTRAF B PVC SASH z nw. 0
23 PURFECT GLAZE"H",S KAFLEX552 HENKEL,SIKA H-6008
O w�Fw Lu
24 P-3539 #B X3/4"Q AD PH TEK,ZINC,SCREW a D- s: a
25 P-3581 SCREEN CLOTH, 18 X 16 FIBERGLASS PHIFER 17/32" i,tulu,,
26 P-3587 #8 X1"PH.FH TEK 2,SS,SCREW FASTENAL SS 17/32 ` PNDREW�r
27 P-3613 C S LBL.(LOGO) 1I� O 5.•••GEN.'•Gp
28 P-3685 CS-8400 GOLD CERT,LABEL,NFRC TAB 1 sraz" 1D 1 sr 11 JOP� .%0-
Ins" Ins" :�, No 58201 ;S7
29 P-3752 CAP PLUG,1/2"HOLE M&M NYLON s r 5 30 P-3861 TEMPORARY LBL.(NFRC/DP)
31 - P-3940 SNUBBER,SS,PVC SCREEN RAIL SIDE/BTM SCREEN RAIL TOP/SIDE 9 STATE OF �+
32 P-4003 TIE BAR GUIDE,ROTO.HDWE. ROTO 5S H-1592 H-1593
33 P-4004 #B-32 X 1/2"PH PH,MS,SS(ROTO HDWE.LOCK) FASTENAL SS ��4S;��ONA4EN+��,
34 P-4005 SUPPORT PLATE,LOCK,S5,ROM HDWE. (Use w/P-4006) ROTO SS
35 P-4006 LOCK,MULTI-POINT,ROTO HDWE.,WHITE ROM SS 3118"� 314"
36 P-4007 ROM.OPERATORS(FOR LEFT(RIGHT OPEN CASEMENT) ROM SS
37 P-4009 TRACK&SLIDER ASSM.,ROM OPER.,ROTO HDWE,(13") ROTO SS T— 51
11118" 3132" Z 38 P 4010 STUD BRKT.,ROTO OPER.,L.H.,ROM.HDWE. ROTO SS s L
39 P 4012 SHIM,ROM OPERATOR,ROM HDWE.(4.8mm) ROTO NYLON SASH REINF. 9/22/2017
40 P-4014' HA dLE,STD,ROM OPER,ROM HDWE.(WHI ) ROM ZINC H REINF.
505
41 P-4018 HINGES(LEFT/RIGHT FOR LEFT OR RIGHT OPEN CASEMENT) ROM SS LUCAS A.TURNER,P.E.
42 P-4020 SUPPORT WASHER,ROM OPER,ROM HDWE.(SS) ROM SS 4 112" ^Q FL PE#58201
43 P-4021 #8-32 x 3/4"Quad FH W/1/16"Lead,MS,SS,ROTO OP.,ROT FASTENAL SS �� 1116" 1239 JABARA AVE.
p NORTH PORT,FL 342B8
44 P 4024 GASKET,ROTO OPER.,ROTO HDWE,1/16" HOP 1r2" PH.941-380-1574
45 P-4031-P-4040 TIE-BARS,ROTO HDWE.1-5 LOCKPOINTS,SS(BY CA HGT.) ROTO SS 7132" SHEET DESCRIPTION:
46 P-4050 REINF.COIL-ALUMINUM,5052- 32(.050 X.437),HD PRECISION STEEL A U 1^ 1p 3" �
47 P-4043 STRIKE,MULTIPOINT M&M NYLON 1T BOM AND EXTRUSIONS
48 P-4146 #8 x 3/4"PH FLAT TEK,SS FASTENAL SS SCREW SUPPORT
49 P-4491 REINF.COIL-ALUMINUM,5052-H32(.062 X.656),HD PRECISION STEELm
PVC FIN FRAME P-3113 DRAWN BY: DATE:
50 P-4641 #8 x 5/e"PHFLAT TEK,#7 HEAD,SS FASTENAL H-6030A ADE 05/05/07
51 S-15O5 REINF.CASE.SASH KEYMARK DWc#: REV.:
52 S-6064 GLZ BD.,7/8" MIKRO
CWS-161 D
NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. scALE: SHEET
2:1 4 OF 6
n. 6"MAX.O.C.(TYP.)
12 112"MAX O.C.(TYPJ SEE NOTE 2- -� ---- �-- -- -- - � - -- - 4"MAX.(TYP,)
- - -- SEE NOTE 2 �INDOIXUW4"MAX.(TYPJ 44
6"MAX.(TYP.) 8"MAX.O.C.(TYP.) 1900 SW 44TH AVE.
12 1/2"MAX.O.C. 4"MAX.(TYP.) SEE NOTE 2 OCALA,FLORIDA 34474
6 MAX(TYP.) SEE NOTE 4"MAX.(TYP.) WWW.CWS.CC
6"MAX(TVP.)
I I I I
B„ 8400 PVC
(MTY`'"P.)° / CASEMENT
MAX. IMPACT
M O.C. 8" /
Z 3 aZo
X MAX.O.C. X Z WJO a�ZW
(TYP-) X O atw3}O��m
i-70�
X Z
I I I INSTALLATION \ O O O a�'w p 0
ANCHOR(TYP.) 0 0 0 F-U a F Im 0.
\ INSTALLATION O Z—to Z Z Men
ANCHOR 7, 00= —7U—
INSTALLATION (TYP.) `� H ,2 p 0 I+-Z
ANCHOR"P.) ` Fes- <�0 w F:0—
I I w 00�c}no m`2
Ofz 12
U)w 0�w
f Of
6'THRU FRAME ANCHOR - 6"THRU FRAME ANCHOR a ~ a Ix a
HINGE SIDE JAMB(TYP.)AN HINGE SIDE JAMB(TYP.) 'stlell++
FOR UNITS UP A P TO 37"z 2" AN FOR UNITS YUOP TO 7"x 63'GE) ANCHOR LAYOUT-(FIN) ANCHOR LAYOUT-(FIN) ���,5`AG Em"w �#P'
FOR UNITS UP TO 37"x 72" FOR UNITS UP TO 37"x 63° JVP.�,� SF•.• '
v 2 No 59201 S 77
9; STATE OF .4t
��O�c�S;�•�O R 10�'Q�2�.`•
NOTES:
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD.
2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 11W% USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED.
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 9/22/2017
4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E.
BE 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 NORTH
JABARA AVE.
SPECIFIED IN TABLE 1,SHEET 6. PORT,FL 34288PH.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. SHEET DESCRIPTION:
INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE&
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE.
NOTES
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL, DRAWN BY: DATE:
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 05/05/07
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,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-161 D
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMANJDMA 250(BOX WINDOWS),FMA/AAMAIWDMA 300(EXTERIOR DOORS) SCALE: SHEET
1:20 5 OF 6
MIN.EMBEDMENT
SEE TABLET SUBSTRATE
TYPICAL HEAD ANCHORAGE-- ---- --- _ - - _ .._ _._.--_ -.__ -_ ...._ ___.BYOTHERS
WINDOW SYSTEM
INTERIOR 1/4"MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE 1900 SW 44TH AVE.
SEE TABLE 1 BY OTHERS OCALA,FLORIDA 34474
MIN.EDGE DIST. SEE TABLE 1 WWW.CWS.CC
SEE TABLE 1 1/4"MAX.SHIM
DIST.EDGE
SUBSTRATE BY OTHERS 1 SEE TABLE���
SEE TABLE 1 8400 PVC
MIN.EMBEDMENT Q��
PERIMETER SEALANT SEE TABLE 1 INSTALLATION ANCHOR CASEMENT
BYINSTALLER SEE TABLE I MIN.EMBEDMENT
INSIDE AND OUT SEE TABLE 1 IMPACT
SEALANT BEHIND r^-J n(� Z Q
FLANGE BY INSTALLER Vo 1/4"MAX.SHIM 'll IO Q w W w
to O
DUI �nQ PERIMETER SEALANT Z �p Q O I1 'I BYINSTALLER III Z O Z w Z~
PERIMETER SEALANT co a v INSIDE AND OUT Q Q -}O a:�a0
BYINSTALLER U. F-W Z 1.-3:�x
INSIDE AND OUT INSTALLATION ANCHOR Z Z 2 Q
SEE TABLE I O O O L1 It
SEALANT BEHIND ANT BEHIND U U O�Z a a SEAL
FLANGE BY INSTALLER 0 Z Z I-O O
FIN BY INSTALLER ZQ 00 U uj �U-
INTERIOR B HORIZONTAL SECTION C HORIZONTAL SECTION } Q W t 2 O?
INSTALLATION ANCHOR 6 TYPICAL JAMB ANCHORAGE 6 TYPICAL FIN ANCHORAGE Q O O F-V ZO y
SEE TABLE 1 HEAD AND SILL SIMILAR FOR FIN INSTALLATION w �y=p W 2 WNI�
w fA W O J fA F-
a NOTE:ADDITIONAL THRU-FRAME ANCHORS (L -a D:O
(AS SHOWN IN DET.B/6)REQ'D AT THE HINGE a a Lu 3 ww
SIDE JAMB,SEE SHEET 5 ANCHOR LAYOUT. IL
��at<muip
o #VPNOREW
14'MAX.SHIM
SEALANT BEHIND ��VP'•�'\ sF••�y��¢
FLANGE BYINSTALLER O ?J
v: No 58201 ;�
PERIMETER SEALANT MIN.EMBEDMENT
BYINSTALLER SEE TABLE I '�16
INSIDE AND OUT 4�.t�'•••��O R 1pF.•�'i''`��
O•
SUBSTRATE BY OTHERS
SEE TABLE I MIN.EDGE DIST. Lf n
SEE TABLE I
SEALANT UNDER SCREW rUl
HEAD BY INSTALLER A VERTICAL SECTION
6 TYPICAL SILL ANCHORAGE
x
d� 9/22/2017
LUCAS
TABLE 1:APPROVED INSTALLATION FASTENERS A.TURNER,P.E.
FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. FL PE#58201
FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1 1-1/2" 1-1/8' PERIMETER SEALANT 1239 JABARA AVE.
FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.). 3/16"CIW TAPCON 1" 2" BYINSTALLER NORTH PORT,-1 74288
INSIDE AND OUT PH.941-380-1574
FLANGE CONCRETE(2.85 KSI MIN.) 3116"ELCO ULTRACON V 1" p HORIZONTAL SECTION SHEET DESCRIPTION:
FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" 6 BOX FRAME INSTALLATION
3/16"ITW TAPCON HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) OR ELCO ULTRACON 1 3/8" 7/8"
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE:
FLANGE
16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEX OR ITW FULL THREAD 7/18 UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 05/05/07
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" DWGN: REV.:
1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD -MIN.INSIDEE FILLET OF CONSTRUCTION-GRADE ADHESIVE AND OUT,FULL PERIMETER,BY INSTALLER.SIVE CAULK IS APPLIED
FLANGE 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16"
-PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCALE:
D
ALE: SHEET
FIN 12X MIN.SPRUCE-PINE-FIR(G=0.42) #8 WOOD SCREW 1-1/2" 7116" SHOWN FOR FLANGE WINDOWS. 1:2 6 OF 6