HomeMy WebLinkAboutProduct Approval (5) SINGLE HUNG - LARGE MISSILE IMPACT GENERAL NOTES:
1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW
gyy'rUEMSEUP1(�S
_____(SHOWN W/DIFFERENT OPTIONS TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC)',CURRENT .1900 SW 44TH AVE.- _
EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND OCALA,FLORIDA 34474
IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED WWW CWS.CC
IN ASTM E 1996 PER THE FBC.
OVERALL 543181,FLANGE WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2) 8100 PVC
53 1/6"MAX.UNIT WIDTH OVERALL3714' WIDTH 3.CONFIGURATIONS:"OIX". SINGLE HUNG
4.DESIGN PRESSURE RATING: IMPACT
48 15/10" -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
GLASS DLO GLASS TABLES ASTM E-1300-0001/09.
FF
AX UNIT WIDTH -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER ¢ z ¢z
-- _- 31 13116" INFILTRATION TEST PRESSURE AND GLASS TABLES z ❑W < z O
O
77 114" GLASS DLO ASTM E-1300-04e01/09. w W-I O ¢ Z W
W ZOZMAX �--~
I I a U }O m
OVERALL , I I A 5.ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED W I-w ZZ I- x
FLANGE "� -- - IN THE DESIGN OF THIS PRODUCT,SEE SHEET 6 FOR ANCHOR O O I=-O¢ w O Of
HEIGHT I DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD O O U)H-o n v~i a
O I 3315/16„ 631/4" __ _I_ ANCHOR CALCULATIONS. Z ZO(Dj ??U
OVERALL Z U U O U
76 I I GLASS FLANGE I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. THE IMPACT SWEEP >_ ¢ tL O=LLO z
MAX, I I HEIGHT 2Z OPERATION LOCKS ARE IBUT MUST BE ENGAGED PRIOR TO EXPOSURE NTENDED TO BE LEFT UNLATCHED DURING TOAL ¢ af l yO�o~z y
F Y7�0m
UNIT B O B GLASS HURRICANE WINDS AND FLYING DEBRIS. o K m o w cn w
HEIGHT 62" DLO �_W O J U)I-
UN T 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT p w O a=
HEIGHT I I I USED AT FIXED MEETING RAIL AND JAMB. a a V 3 nw
6
37 5I16„ I I 8.SERIES/MODEL DESIGNATION SH-8100.
MAX. C 34" ��� Pp10RE4V p�
SASH 6 GLASS 30 5 6" 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: '��"Py.\GENs.,
HEIGHT X D DLO MAX X=OPERABLE SASH,0=FIXED SASH O; F•'.;y�'�
6 SASH X 2Z ,., N. 58201 t g1�.
HEIGHT GLASS 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR
I I i I DLO LOCATION.
w11• STATE OF :w�
11.EXTERNAL WEEP SLOT=1/4"x 1-1/4"LOCATED 4"FROM BOTH ENDS. .
A A 12.SWEEP LOCKS INSTALLED ON WINDOWS OVER 36"x 62"•
C
6pis
46 3/8„ 28" .
GLASS DLO GLASS DLO
4911116" 315116,
LucasTurne
MAX.SASH WIDTH MAX SASH WIDTH r Z7-
2017-09-22 9/22/2017
11:38-04:00 LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
DESIGN PRESSURE GENERAL NOTES AND
LOCATION MAX. UNIT SIZE RATING IMPACT RATING ELEVATIONS
TABLE OF CONTENTS DRAWN—BY: DATE:
+/-
GENERAL NOTES&ELEVATIONS NON-HVHZ 65 PSF AIDE 06/10/08 53-1/8 X 76
GLAZING DETAILS...............................2 HVHZ +/-67.5 PSF DWG#: REV.:
SECTION VIEWS&ALT.FRAME........3 LARGE MISSILE IMPACT GWS-155 D
EXTRUSIONS&B.O.M.........................4 NON-HVHZ +65/-75 PSF'
ANCHOR SCHEDULE&NOTES..........5 36"X 62" SCALE: SHEET
INSTALLATION DETAILS.....................6 HVHZ +67.5/-75 PSF 1:1 1 OF 6
7/8"OVERALL INSULATED GLASS 7/8"OVERALL INSULATED GLASS �YLYIS'Ay�® •�f/�("J,j
WINDOW SYSTEMS
-- - -- --- - 1/8"-ANNEALED - - - - 1/8"•ANNEALED __ _ _ ______
----'-- ---- - ------- -1900SW44THAVE:
7/16"AIRSPACE 7/16"AIRSPACE OCALA,FLORIDA 34474
W W W.CWS.CC
5/16"LAMINATED GLASS 6/19'LAMINATED GLASS
1/8"ANNEALED 118"ANNEALED 8100 PVC
.090"PVB INTERLAYER BY DUPONT .09D"PVB INTERLAYER BY DUPONT SINGLE HUNG
1/8"ANNEALED, 1/8"ANNEALED IMPACT
QUANEX DURASEAL QUANEX DURASEAL
IG SPACER IG SPACER
18 PURFECT GLAZE"H"OR SIKAFLEX 552 18 PURFECT GLAZE"H"OR SIKAFLEX 552 Q Z 3 S DZW�
OWO ¢FpW
1 112"GLASS BITE 1/2"GLASS BITE Q LL H W 3 Z O FW�2
Z Z 2QKWc)O
• 38 38 O O O Q
ff U cw M yO H— .
Z Z O -Z�UtA
Z U U Z
4 D: F wp:=OZ
Y 2��o1—t:Z-
W �D3:9�2W
Z fn WFc a OJtnF
a.
2 F~0- W�WU
d D. O
GLASS TYPE A
GFIXED ITE PE A SASH LITE cj ..........
TGp��i
.�t• No SS201 :11
7/8"OVERALL INSULATED GLASS 7/8"OVERALL INSULATED GLASS 2
1/8"TEMPERED 118"TEMPERED 4; C
69; STATE OF
7116"AIRSPACE 7/16"AIRSPACE 4�0'p•••F( OG''r
5/18"LAMINATED GLASS 511S"LAMINATED GLASS �i��Ss. H t •N4,��
� iONA�11 E�•�
1/8"ANNEALED 1/8"ANNEALED
.090"PVB INTERLAYER BY DUPONT .090"PVB INTERLAYER BY DUPONT
1/8"ANNEALED 1/8"ANNEALED
QUANEX DURASEAL QUANEX OURASEAL
IG SPACER IG SPACER
18 PURFECT GLAZE"H"OR SIKAFLEX 552 18 PURFECT GLAZE"H"OR SIKAFLEX 552 9/22/2017
LUC FL PE#58201
P.E.
1 1/2"GLASS BITE 1/2"GLASS BITE 1239 JABARA AVE.
NORTH PORT,FL 34288
• 3B 38 PH.941-380-1574
SHEET DESCRIPTION:
4 GLAZING DETAILS
DRAWN BY: DATE:
ADE 06/10/08
DWG#: REV.:
GLASS TYPE B SETTING BLOCKS PER FBC 2411.3.3.1 CWS-155 D
GLASS TYPE B SASH LITE SCALE: SHEET
FIXED LITE 1:1 2 OF 6
INTERIORV-WS�UUUU(l•
- ------- -- 19. 10 39 11 21 15 3 ------
3 21 - -- - -____ _. _ ___ _1900SW44THAVE.
OCALA,FCORIDA'34474
WW Q W .CWS.CC
4iE
418100 PVC
SINGLE HUNG
IMPACT z � Qzo z WJ❑ QWraO
12 20 25 W zOz_ 0_rzw
O FQ-WT�ZO��2
SECTION VIEW B-B z0 zO F OO-a=p x
NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, Up z—w—z F--�U
RIGHT SIDE SHOWS SASH SECTION VIEW, z 00� —�v—
§bo o Z
>- z 30
12 FF
30 W OOLu
��OWfn�
31 29 x �2d w0 co
w of u 5 i
D. �a
4 7 INTERIOR
32
5
��P�Pt.1DREW T ii�
48 .A,,,�P•""O E N SF`'gyp
19 �i No 58201 ,�15
.8TATE
on
S �'N',!+ONA
12 1
3
9 14
25 q 4 q I 15 z2
0 9/22/2017
40 LUCAS A.TURNER,P.E.
FL PE 9 58201
2 0 p4 O 1s 1239 A ARAAVE.
NORTH PORT,FL 34288
41 PH.941-360-1574
SECTION VIEW C-C
SHEET DESCRIPTION:
SECTION VIEW A-A SECTION VIEWS
ALTERNATE FIN FRAME SWEEP LOCK REQUIRED
NO SWEEP LOCKS ALLOWED FOR SIZES OVER 36"x 62".FOR UNITS 36"x 62"AND UNDER. DRAWN BY: DATE:
AIDE 06/10/08
DWG#: REV.:
ITEMS NOT SHOWN FOR CLARITY: CWS-155 D
22,27-28,33-37,43-45 scALE: SHEET
1:2 3 OF 6
PARTS LIST FRAME CORNER
ITEM PART# DESCRIPTION MATERIAL VENDOR 31/6„— CONSTRUCTION
1 1+6031 Frame Head,FI ,Sin le Hung PVC MIKRON WINDOW SYSTEMS
1 15l16"__-
2 H 6031 Frame Sill,Fig,Single Hung - - -- - PVC MIKRON-- 1 - - - - �f--2 ins^ - ----- - _- .-._ ..1900 A,FLORIDA
.__ -. -___ __-__-
3 FI-6031 Frame Jamb,Fig,Single Hung PVC MIKRON 2 I OCALA,WS.CC 34474
4 FI 1836 Alum.Fixed Meet.Rail ALUMINUM KEYMARK 3 6 WWW.CWS.CC
5 S-6063 Fixed Rail Cover PVC MIKRON 11/1s^ 1 518• Q
6 H-6027 Sash To Rail PVC MIKRON 1/16" I [� 8100 PVC
7 H•1497 Reinforcement for STIR ALUMINUM KEYMARK o L�J Ins" 1/1s' CORNER WELD
8 H 6028 Sash Bottom Rail PVC MIKRON L (ALL SIDES) SINGLE HUNG
9 K1699 Reinforcement forSBR ALUMINUM KEYMARK
1'6 IMPACT
10 H-6004 Sash Side Rail PVC MIKRON PVC FRAME FLANGE-6031 PVC SASH BTM.RAIL-6028 PVC SASH TOP RAIL-6027
11 .S-1498 Reinforcement for SSR ALUMINUM KEYMARK ¢ ¢z O
12 S-6054 Gazing Bead PVC MIKRON z w-,o ¢ ❑W
13 P-3118 Keeper,SweepLock ZINC SULLIVAN 2 w z 0 Z of-Z F
31/9' ❑ Qm§}OD:�ao
14 P-3541 #8 x 1/2",Pan Head,Tek STEEL FASTENAL I z z w z �'MY
15 P-4632 SweepLock ZINC SULLIVAN 1 1/z o 0 OF o�j¢� Im a
16 P-4633 Barrel Fastener STEEL FASTENAL 1 3/16 a FIXED MEETING RAIL ❑ Z-7 Z Z F❑u)
17 Block&Tackle Balance STEEL CALDWELL 21/8" 10 SCREWED TOGETHER WITH ZQ 0 Z O W Z OO LL O
18 Purtect Glaze"FP'or Sikaflex 552 SILICONE HENKEL/SIKA OUTE1:8 H-O M O 0 Z
re> Q3 ,b
19 Sash SEE SHEET 2 GLASS CARDINAL 9/1s^ 0 111s^ 1 5/a" z 1r6 1n6 1.6 F W q }j o Cd
20 Fixed SEE SHEET GLASS CARDINAL q 1/18" w v❑i W ❑0_j U)
21 P-3429 Ws .,0.270 x0A87 back RnSeal NYLON ULTRAFAB Q_ W p of 0 }
22 P-4638 #8 x 2-1/2 PH Mod.Truss,Type A,TEK 2 STEEL FASTENAL ~1„ 2„ Ir
o CL w 3 w y
23 #10 x 1 10 Panhead SMS STEEL FASTENAL PVC SASH SIDE RAIL 6004 FIXED RAIL-1836 —Q.
n a
24 Flat Washer STEEL FASTENAL PVC FRAME FIN-6048 aaaaa�yOREbV��I/*�
25 S-6014 Screen Catch PVC MIKRON �a`y P•CEnI.•
26 S 6013 Screen Support PVC MIKRON .`pQ:��� SF''•,LR;•�
27 P-4051 #8 x 1 1/4"Ph Fh TEK,Wht. ZINC FASTENAL �J'•
.�� No 58201 t13:
28 P-3748 #6 x 0.625"Quad Fh TEK,Wht ZINC FASTENAL 1 5/11 9l16^ 1 118"-I `*
29 P-3783 Im act,Lock STEEL INTERLOCK 1I2^ 111e^-{ 511s" I
42 I S i'9 STATE OF V1z
30 P-4069 Impact,Keeper STEEL INTERLOCK 1 1 511 5 :,0 .••A' �,
31 P-4264 #8 x 3/4 FH PH w/#6 Head,TEK,Wht STEEL FASTENAL 7/L 1/��16''„ I Day" 1/16" �4�c`�S' n p!0�•O�2`,
32 P-3218 Screen Frame ALUMINUM ALLMETAL Ins^ 1— ; OfYp,4 as
�� s/ E aaa
33 P-3321 Screen Corner Key PLASTIC M&M PVC SASH STOP-6025 PVC SCREEN CATCH-6013 PVC FIXED RAIL COVER-6063 PVC SCREEN SUPPORT-6014
34 P-3228 Screen Spline RUBBER DAPA
35 P-3581 Screen Cloth VINYL WIER
36 P-3033 Screen Spring STEEL HURLEY Z�
37 P-3029 Screen Pull Tab STEEL HURLEY 5/8" 114„
3/4" I--
38 P-3352 Set.Blk.85 Dur.1/8"x 5/8"x 2" RUBBER FRANK LOWE 3/1s I 9/22/2017
9 7 LUCAS A.TURNER,P.E.
39 P-3768 #8 x 5/8 Phil Pan Zmc ZINC FASTENAL �L40 P-4479 Wee cover PLASTIC M&M 11116" 1l1s" 1 I I 7EV FL PE#58201
41 P-3113 Screw Support RUBBER TEAM T -1/161, 1—II�� -+—LL=]] 1n6 1239 JABARA AVE.
42 P-6025 Sash Stop PVC MIKRON REINF.S.B.R./S.S.R.-1498 REINF. BTM RAIL-1699 REINF.TOP RAIL-1497 PVC GLAZING BEAD-6064 NORTH PORT,FL 34288
PH.941-380-1574
43 P-3059 Sash Cam PLASTIC M&M
SHEET DESCRIPTION:
44 P-3295 Take Out Clip STEEL SUMMIT
45 P-3342 Seam Sealer SILICONE SCHNEE BOM AND EXTRUSIONS
46 P-3752 Hole Plug PLASTIC M&M 1/2"
47 K6048 Frame Head,FIN,Single Hung PVC MIKE2N_j " DRAWN BY: DATE:
48 P-4959 Ws .,0.420x0.187back NYLON ULTRAFAB 7� —3 'I 41 AIDE 06/10/08
DWGA REV.:
SCREW SUPPORT-3113 CWS-155 D
SHEET
NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED, scALE'
1.2 4 OF 6
WINDOW SYSTEMS
15"MAX O.C.(TYP.) "MAX
O. _
-
II 19J0OUYD
SW
O6U 4 m(34)T
H-
AVE.W�o
--
6'MAX.(TYP.) 4 MAX.(TYP.) F OCALA,FLORIDA 34474
6"MAX.(TYP.) 4"MAX.(TYP.) 4"MAX.ITYP.) � 8"MAX.O,C(TYP•) WJWCW .0
ANCHOR AT MIDSPAN(TYP.) 4"MAX
MMAX TTP.)
P.) 8100 PVC
SINGLE HUNG
O MAX.I ).C. p IMPACT
14" (TYP-)
MAX. I
(TYP.) 1013116" OMA;D.C. O <
MAX O.C. Z W-W+ aO Wt __ - (TYP.)way W ZOZ
OO�NZ40P - U4"(TY
4"(TYP.) X 4"(fYp.) ❑ Z 1-
OZUfnZ0X a0-z0 �m�Uy
DZ
Z CD
oy�cooWNW
a Z-a COED
oLu
ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-fFIN) ANCHOR LAYOUT-(FLANGE) ANCHOR OUT-(FIN) a a a d
SIZES OVER 36"x 62" SIZES OVER 36"x 62" SIZES 36"x 62"AND UNDER SIZES 36"x 62"AND UNDER
..........
G 6 N 3F GI'y4
No 5S201
:9� 87ATE OF mow:
�'4�S�ONA„E����•
NOTES:
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD.
2.SHIM AS RED 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 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 LUC FL S A.
TU#R58201
NER,P.E.
BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE.
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 PORT,FL 34288
PH.941-380-1574
SPECIFIED IN TABLE 1,SHEET 6.
SHEET DescRlpTloN:
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 TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE AND
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF IX 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, URA-BY DATE:
ADE 06/10/08
S.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. oWc a: REV•:
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED.
CWS-155 D
9.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
FMAlAAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMANVDMA 250(BOX WINDOWS),FMAlAP MANVDMA 300(FJCTERIOR DOORS) 1:25 5 OF 6
MIN.EMBEDMENT SUBSTRATE v ��® •
TYPICAL HEAD ANCHORAGE SEE TABLE 1 BY OTHERS WINDOW SYSTEMS
- --- - - —--- - - - -114"MAX SHIM - - - SEE TABLE I MIN.EDGE D_T..__._________ SUBSTRATE
MIN.EDGE DIST. SEE TABLE 1 - `BY OTHERS-- --- - OCA SW44TH AVE. -
SEE TABLE 1 SEE TABLE 1 WWW. FLORIDA 34474
SUBSTRATE BY OTHERS--,, 1/4"MAX.SHIM WWW.CWS.CC
SEE TABLE 1 MIN.EDGE DIST.
MIN.EMBEDMENT SEE TABLE 1 8100 PVC
PERIMETER SEALANT SEE TABLE 1
BYINSTALLER INSTALLATION ANCHOR SINGLE HUNG
INSIDE AND OUT - SEE TABLE 1 MIN.EMBEDMENT
p SEE TABLE 1 IMPACT
SEALANT BEHIND
FLANGE BY INSTALLER 1/4"MAX.SHIM
0 < Z ?: QZ�73
PERIMETER SEALANT ~ O W O Q F z W
BY INSTALLER W Z O Z W F-- F-
PERIMETER SEALANT INSIDE AND OUT O <fA§}O K�m
BY INSTALLER LL F-W Z H�n_
INSIDE AND OUT INSTALLATION ANCHOR Z Z 2 N¢m w p O
SEE TABLE I O O I—O�j a F F w
SEALANT BEHIND U U u)F-Z CD D-
INSTALLATION ANCHOR FLANGE BY INSTALLER SEALANT BEHIND p Z—� Z F•7 cn
SEE TABLE 1 FIN BY INSTALLER Z p Z V w Z O 1U V
C HORIZONTAL SECTION Y Q O W O Z
B HORIZONTAL SECTION 6 TYPICAL FIN ANCHORAGE 0: }W Z
6 TYPICAL JAMB ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION D_ U p u
W pU)w U)O W(D .I
LL fAW OJco
Q. W O D 2X:BE
a )
a a:
1/4"MAX.SHIM
"Jasilsoll
FLANGE BY INSTALLER o .�`5 PSEALANT BEHIND N��..;`?Z;,!"�
PERIMETER SEALANT MIN.EMBEDMENT No 56201
BY INSTALLER SEE TABLE I
INSIDE AND OUT
G�S STATE OF J�w��
SUBSTRATE BY OTHERS .� Fi�
SEE T �✓�p�2�,,
SEE TABLE I EDGE DIST. ,���SS�O ....
A VERTICAL SECTION
8 TYPICAL SILL ANCHORAGE '
X�
9/22/2017
TABLE I:APPROVED INSTALLATION FASTENERS
LUCAS 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 1-1/2" 1-1/8" PERIMETER SEALANT 1239 JABARA AVE.
FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3116"[TW TAPCON 1" 2" BY INSTALLER NORTH PORT,FL 34288
FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1 INSIDE AND OUT PH.941-380-1574
D 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
3116"ITW TAPCON HEAD AND SILL SIMILAR FOR BOX INSTALLATION
FLANGE 2XMIN.SOUTHERN PINE(G=0.55) 1�/8" 7/8" INSTALLATION DETAILS
OR ELCO ULTRACON
FLANGE 2X MIN,SOUTHERN PINE(G=0.55) #10 WOOD SCREW M0.125"
8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE:
16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEX OR IWZFULLTHREAD
UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 06/10/08
FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW6
-MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED owc a: REv::
FLANGE 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ 16" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-155 D
1/8"STEEL(33 KSI MIN.) DRILLING SCREW PRODUCTANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
FIN 2XMIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 16" SHOWN FOR FLANGE WINDOWS. SCALE: SHEET
1:2 6 OF 6