HomeMy WebLinkAboutProduct Approval _UMINUM SCREEN DESIGN
2X2 POST.046 OR GREATER
HINGE LOCATIONS
DOOR FULL Z OR
DOOR JAM STANDARD DETAIL
0"to 36"
ATTACHMENT DETAIL 2 HINGE DOOR
CUSTOM WINDOW EACH DOOR IS SCREWED INTO UPRIGHTS WITH#10 1"6"FROM ENDS 24"O.C.
ALUMINUM FRAME
WINDOW
A
A ,
#10 2"6"FROM ENDS
OA 24"O.C.ON ALL SIDES
TO ALUMINUM FRAME
B
#10 1"THRU FACE 6"FROM ENDS B
0 24"O.C.ON ALL SIDES TO ALUMINUM
FRAME
9
A IINUMSCREENDESIGKCOM DESIGN STATEMENT MIC AEI,`�T IOMPS"9N
METAL IS.046 THICKNESS OR GREATER,ALLOY IS 6005-T5 44O I-v E ANbi6AD
AlU IINUMSCREENDESIGN ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8"EMBEDMENT DEPTH r ' TE..l�6
cA%OO.COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014(STH EDITION) � 1
OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI-OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND ORLAFy I'328,11
P : 407-734-1470 SPEEDS OF 160 MPH(FOR 3 SECOND GUSTS)NOMINAL SPEED 124.8 MPH UP TO A 15FT ROOF HEIGHT,FACTOR OF 1.0,AND EXPOSURE C,RISK CATEGORY Il. �
CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE,FABRICATION AND CONSTRUCTION 34 4.47 5 09
F 407-734-1790 CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANSA#'30930
RI PE-CII-E 7 ,
r �.
FEt',IMiTfHIN;C EDYCoVA I
St. Lucie Looney, FL
� v S �A alp� 4r� � j(} 1' � l !.'����.....w......�........�_......-.....�.�.......•.�.....�+
. \\\ e v'avarmm�wa
._ �m<.m�wwnai..w.�.a..�v��.ew•.amvm� 111 _ _ _ _ .
FF�'
MAY ( NOTES:AL NOS:GENERAL y�
HORIZONTAL SLIDER - IMPACT `� �UL��lC4jj
PER."A ITT iNG 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND W`Svy7Eht5•
MANUFACTURED TO COMPLY WITH THE FLORIDA
St. Lucia County, FL BUILDING CODE(FBC),CURRENT EDITION INCLUDING THE 44TH AVE.
86 1/2"FLANGE WIDTH HIGH VELOCITY HURRICANE ZONE(HVHZ)AND IS RATED ` AL LORIDA 34474
75 1/4" FLANGE WIDTH FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS S.CC
74" UNIT WIDTH 851/4"UNIT WIDTH DEFINED IN ASTM E 1996 PER THE FBC.
3713/16"SASH WIDTH A 28 1116"SASH WIDTH D 2.GLAZING DETAILS:(SEE SHEET 2) 0 ALUM.
- - — ----- - ----- -- -- Z.SLIDER
3.CONFIGURATIONS:"OX","XO","XOX"
33 1/16" 33 1116" 23 5/16" 25 1/2" 1 IMPACT
651/4" GLASS DLO GLASS DLO 1 651/4" GLASS GLASS 1
FLANGE __ __ FLANGE DLO DLO 4.DESIGN PRESSURES:
HEIGHT HEIGHT —— — — —— NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE y t2
AND GLASS TABLES ASTM E-1300-04. M w
-POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, r
WATER INFILTRATION TEST PRESSURE,AND GLASS o 0
64" B 571/16" 58 7/8" I B 64" E GLASS' GLASS i E TABLES ASTM E-1300-04. }
UNIT GLASS GLASS 1
HEIGHT DLO j DLO UNIT DLO DLO 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT w w m
HEIGHT BEEN USED IN THE DESIGN OFTHIS PRODUCT. SEE
SHEET 7 FOR INSTALLATION DETAIL.WIND LOAD c2 m z
X O 6o 9116" X O XJOS
6^ DURATION FACTOR Cd=1.6 WAS USED FOR WOOD $ a
p j HE GHT p 1HT ANCHOR CALCULATIONS. W ¢ w
6.PRODUCTS APPROVED FOR IMPACT RESISTANCE. a P: cc
A SHUTTERS ARE NOT REQUIRED. z I, °-
OX or OX 1/3-1/3-1/3 D 7.ALL FRAMES AND VENTS ARE SCREWED TOGETHER. C o co
Ill SMALL JOINT SEALANT USED AT ALL FRAME JOINTS. ij
113114" FLANGE WIDTH 553/4"FLANGE WIDTH
112" UNIT W IDTH 54 1/2" UNIT W IDTH 8.SERIES./MODEL DESIGNATION HS-3200(A.K.A.HS-7700) m a z
28 1116" Hn11111r
281116"SASH W IDTH A SASH 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: ,p���NOREK, "ol,
7 WIDTH X=OPERABLE SASH,O=FIXED SASH %5 .
E • T!/''ii
�— 10.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS. No 58201 '��
5/16
651/4" 23 5/16" 52114" B 65114" 23 23
FLANGE GLASS GLASS DLO 7 FLANGE GLAASSSS GLASS
11.WEEP SLOTS=1/4"x i"LOCATED 6"FROM BOTH ENDS.
HEIGHT DLO HEIGHT DLO DLO
�9: STATE OF
4t a
Lucas A. �4o�c<`•F[0Rt �.�
64" 57 1/16" 5B 7/8" TUmer ���ss/ONA1-E �`�,
UNIT GLASS GLASS 64" C C 2015-11-11 h�r�r'��is
HEIGHT DLO DLO UNIT 57 1/16 UDLO
13:40-05:00
HEIGHT GLASS
DLO 11/11/2015
60 9116" 60 9/16"
X O X_ SASH XSASH LUCAS A.TURNER,P.E.
HT E:> HEIGHT FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
1/4-1/2-1/4 OX or XO PH,941-380-1574
SHEET DESCRIPTION:
MAX. UNIT DESIGN PRESSURE GENERAL NOTES AND
CONFIG. IMPACT RATING ELEVATIONS
TABLE OF CONTENTS SIZE RATING DRAWN BY: DATE:
GENERAL NOTES&ELEVATIONS.......1 XO W/SIDE LATCH 54-1/2"x 64" 50 PSF ADE 06/01/12
GLAZING DETAILS.................................2 SECTION VIEWS.................................3-4 XO 74��x 64" +/-60 PSF DWG q: REV.:
LARGE MISSILE IMPACT
EXTRUSIONS&BOM.............................5 XOX 1/3 1/3 1/3 85-1/4"x 64" CWS-774 B
ANCHOR SCHEDULE&NOTES............6 +/- scA E:
INSTALLATION DETAILS.......................7 XOX 1/4 1/2 1/4 50 PSF 112"X 64' 1:20 SHEET
1 OF 7
s
5/16" OVERALL 5/16"OVERALL 7/16"OVERALL •
WINDOW SYSTEMS
1/8"ANNEALED 1/8"ANNEALED 3/16"ANNEALED 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
090 DUPONT PVB INTERLAYER .090 DUPONT PVB INTERLAYER .105 DUPONT PVB INTERLAYER WWW.CWS.CC
1/8"ANNEALED 118"ANNEALED 3116"ANNEALED
*/ 3/4'
AFLEX 552 or SIKAFLEX 552 or 15 SIKAFLEX 552 or 3200 ALUM.
FECT GLAZE"H" 15 PURFECT GLAZE"H" PURFECT GLAZE"H" HORZ.SLIDER
IMPACT
S BITE 3/4"GLASS BITE 3/4"GLASS BITE in L2
9F13 13 o O Y Y
w Lu m
w w m
w
oLL 0
GLASS TYPE A-SASH GLASS TYPE A-FIXED XO GLASS TYPE B-FIXED XOX N z ly
ui w OC
a f-
Z a
7/8"OVERALL 7/8" OVERALL 7/8"OVERALL w ~ U
Fr cn
F7
1/8"ANNEALED 1/8"ANNEALED 3/16"ANNEALED N a.
7/16"AIRSPACE 7/16"AIRSPACE 1/4"AIRSPACE m ¢ O
5/16"LAMINATED 5/16" LAMINATED 7116"LAMINATED Z
1/8"ANNEALED 1/8"ANNEALED 3/16" ANNEALED
090 DUPONT PVB INTERLAYER .090 DUPONT PVB INTERLAYER 105 DUPONT PVB INTERLAYER J�J�;� ZCnrrr
No 58201 .A
1/8"ANNEALED 1/8"ANNEALED 3/16"ANNEALED
15 SIKAFLEX 552 or 75 SIKAFLEX 552 or 15 SIKAFLEX 552 or 9 STATE OF ::m
PURFECT GLAZE"H" PURFECT GLAZE"H" PURFECT GLAZE"H" ;p�,
rrFS,LOR1� \`��
3/4"GLASS BITE 3/4"GLASS BITE 3/4"GLASS BITE rrrrr'S+OA'
41 ❑ 41 L
13 73 11/11/2015
13 LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
F71 F7
SHEET DESCRIPTION:
GLASS TYPE C-SASH GLASS TYPE C-FIXED XO GLASS TYPE D-FIXED XOX
GLAZING DETAILS
DRAWN SY: DATE:
ADE 06/01/12
DWG#: REV.:
CWS-774 B
SCALE: SHEET
1:1 20F7
INTERIOR WINDOW MTEMSa
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
www.CWs.CC
4 14 3 2 17 14 3
3200 ALUM.
HORZ.SLIDER
IMPACT
t2 �
di
� boo
9 s w w m
ti 8 (A
9 O
❑ w
❑ a fn
3 $ Z >
Lu
34 8 9 38 33 9 23 1 6 40 w w 0
cc
a a
40 SECTION VIEW B-B w U
a
INTERIOR w ❑a w
N � o
16 m a z
01,111111l p fill
PNORE4y
16
i9 -J No 58201 '�A
7
32
'•,O• STATE OF .•4+
,p• A, p ••�.�
O R 1�? \c,'��
'•q�,S+ONAisurti�E�►���
36 x�
11/11/2015
1
LUCAS A.TURNER,P.E.
FL PE#56201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
34 SHEET DESCRIPTION:
J34 38 9 SECTION VIEWS
SECTION VIEW A-A X6
SECTION VIEW C-C DRAWN BY: DATE:
SIDE LATCH OPTION ADE 06/01/12
SIZE AND DP RESTRICTED,SEE SHEET 1 DWG#: REV.:
ITEMS NOT SHOW FOR CLARITY:
CWS 774 B
5,6,10,12,15,18,24
SCALE: SHEET
1:1.33 3OF7
INTERIOR �����
WINDOW SYSTEMS
4 14 3 40 2 17 2 6 14 4 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
www.cws.cc
3200 ALUM.
HORZ.SLIDER
IMPACT
boo
WWm
34 9 38 33 9 29 23 26 1 30 40 30 1 29 29 8 34 0 O
5 o a (n
SECTION E-E w N o w
Z o a
8
w a w
9 8
30 m40
Z
tllllllll/1
�tP�ORE4y i��i,4
29 E NSF GQy4G
40 No 58201
INTERIOR ��E * i
'9•; STATE OF j4u
16 ����0�6`• C O R 1 p P G�c��;
16 `7✓�
19 6
11/11/2015
1 I LUCAS A.TURNER,P.E,
32
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
36 SECTION VIEWS
XOX
DRAW BY: DATE:
1
AIDE 06/01/12
DWG#: RE
CWS-774 B
34 ITEMS ONOT SHOW FOR CLARITY: scA� : SHEET
SECTION VIEW D-D 1:1.33 4 OF 7
ITEM PART# DESCRIPTION PARTS LIST VENDOR MATERIAL 2 5/8"--1
15/- !I 7//1CC�' /Jj) 'L/ef/Q
1 H-1934 FIXED MEETING RAIL KEYMARK ALUMINUM \`�\ 0Vi9Cl�ta�lLvuv L�`(,�+/JJ�
2 H-1946 SASH MTG.RAIL,SASH KEYMARK ALUMINUM F —2 5/8" WINDOW SYSTEMS
3 H-1947 SASH LIFT RAIL,SASH KEYMARK ALUMINUM 35 1900 SW 44TH AVE.
4 P-3018 WSTP,(.300 x.187back,Bulb) AMESBURY OCALA,FLORIDA 34474
5 P-3029 SCREEN LIFT SUMMIT STEEL 5 j WWW.CWS.CC
6 P-3033 SCREEN SPRING FLA SCREEN STEEL 23/16" 311/16" 35116" 36
7 1 P-3169 ILOCK SPRING FLA SCREEN STEEL 1/16" 1/16" �I p 3200 ALUM.
8 P-3302 WSTP(.210 x.187back) ULTRAFAB 110RZ.SLIDER
9 P-3218 SCREEN FRAME(5/16") ALL METAL ROLLFORM FRAME CORNER CONSTRUCTION
10 P-3228 ROUND SPLINE(.155) DAPA HEAD-1933 1/1 1
I IMPACT
11 P-3305 WSTP(.270 x.187back) ULTRAFAB SILL,TOP 0
12 P-3321 SCREEN CORNER KEY FLA SCREEN NYLON SILL,BOTTOM-1966 1967 ,2 ,n
13 P-3352 SETTING BLOCK(1/8"x 5/8"x 2") FRANK LOWE RUBBER S iB m
14 P-3397 OPEN CELL PAD(black) HO PRODUCTS
25
15 P-3433 HOLTMELT TRUSEAL 31/16"� 115/16" 15/16" \ C o 0
16 P-3443 WSTP,(.290 X.187)BULB ULTRAFAB Y Y
17 P-3515 48 X5/8"PHIL FLAT WHT FASTENAL STEEL to
I w LU m
18 P-3566 SCREEN CLOTH WIER 34 3 Z
19 P-3804 ROLLER ASSEMBLY M&M NYLON 2 1/2" SASH CORNER CONSTRUCTION m O
23 718" 211/16" ❑ LL
20 P 4144 318 X 1 PAN PHIL W/1/4"LEAD FASTENAL STEEL ❑ co
21 P-4479 WEEP HOLE COVER M&M NYLON L
1/16" ,¢� N Z >
22 P-4707 SASH MTG RAIL LOCK LAWRENCE NYLON 1/16" L d W ocr
23 P 4959 WSTP(.420 x.187back) ULTRAFAB //� z o a
24 P-5289/90 SASH END CAP M&M NYLON 0 w CL
25 S-1933 HEAD KEYMARK KEYMARK LOCK JAMB-1962 FIXED JAMB-1957 FIXED MTG RAIL-1934 w o In
0
26 S-1935 REINFORCEMENT KEYMARK ALUMINUM Wn p
27 S-1936 SCREEN SUPPORT KEYMARK ALUMINUM
28 8-1939 TOP/BTM RAIL,SASH KEYMARK ALUMINUM 23/8" 00 ¢ Z
29 5-1941 GLAZING BEAD-5/16 KEYMARK ALUMINUM1/2"
30 S-1949 GLAZING BEAD-7/16 KEYMARK ALUMINUM 2 1 1/8" I ,,`�``�PNOR�W TI�O,
31 S-1956 SPRING SIDE LATCH KEYMARK ALUMINUM 28 ��`p°:'�GENS'•y
32 S-1959 ROLLER TRACK KEYMARK ALUMINUM 3 1/16" MEETING RAIL ATTACHMENT �V:
33 S-1960 SCREEN CATCH KEYMARK ALUMINUM 2 5/8" 2 5/16" F
1 3/4" SMALL JOINT SEAM SEALANT .-�; No 58201
34 S-1962 JAMB,LOCK KEYMARK ALUMINUM 1/16' 1/16" *;
35 S-1966 SILL,BOTTOM KEYMARK ALUMINUM f
36 S-1967 SILL,TOP KEYMARK ALUMINUM '9'. STATE OF t Q
37 S-1957 JAMB,FIXED KEYMARK ALUMINUM "'�(% P.•"��`'
38 WSTP(.530 x.187back) ULTRAFAB SASH LIFT RAIL-1947 SASH MTG RAIL-1946 SASH TOP/BTM RAIL-1939 ,,6s.. o R+
40 GLASS SEE SHEET '���iiA;
41 P-5523 GLAZING BEAD-7/8 TEAM PLASTICS PVC 7�y
r
11/11/2015
1 7/16" 15116" 13/16" LUCAS A.TURNER,P.E.
r 1 15/16" 9/16" 314" FL PE#58201
1/2" 1/16" 33 31 9 1239 JABARA AVE.
32 7/8" 6 1" 1/16" 1 1/4" 1/16" 1" 1/16" NORTH PORT,FL34288
1/8" 1/16" L PH.941-380.1574
ROLLER TRACK-1959 REINF.-1935 SHEET DESCRIPTION:
SCREEN CATCH-1960 SCREEN SUPPORT-1936 SPRING SIDE LATCH-1956 5/16"GLAZEBEAD-1941
BOM AND EXTRUSIONS
3/4"
3/16"&1/16.
3/4" DRAWN BY: DATE:
� 30 ADE 06/01/12
7/8" 1" 1/16" DWG#: REV.:
LINE ITEMS NOT USED: 1-- CWS-774 B
39 NOTE:ALUMINUM PROFILES ARE 6063-T6 UNLES OTHERWISE NOTED. PVC 7/8"GLAZEBEAD-5523 7116"GLAZEBEAD-1949 SCALE: SHEET
1:2 5OF7
0
WINDOW SYSTEMS
14" MAX.O.C.(TYP.) 1900 SW 44TH AVE.
3" (TYP) 14"MAX.O.C.(TYP.) OCALA,FLORIDA 34474
6" MAX.(TYP.) 3" (TYP.) 6"MAX.(TYP.) W WW.CWS.CC
4" (TYP.) 6" MAX.(TYP.)- 4" (TYP.) SEE NOTE 2
6"MAX.
(TYP.) — — — — — — — — — — 3200 ALUM.
HORZ.SLIDER
IMPACT
I I I
t2
MAX.O:C. X O MAX.O.C. X X INSTALLATION Y Y
INSTALLATION TYP) j
(TYP) ANCHORS TYP. ( ANCHORS TYP. w w m
U)
I O LL O
I a o >
w W 0cc
a z a. a
w w v
a
- - - - - - - w a w
N � O
T-Tr
ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FLANGE) m ¢ z
p►un[1p
, IPNOREW`TG��.
N. 58201 '�13
NOTES: s90
1.INSTALL ONE ANCHOR AT EACH INSTALLATION
LOCATION.
2.SHIM AS REO AT EACH I STALLATION ANCHOR US NG OAD( SPACING BEAR NG SHIMS. MAX.ALL WABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE ,,,�SS+� A1i►�� ,�,,,
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 7. 11/11/2015
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
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
SPECIFIED IN TABLE 1,SHEET 7. 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. 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. INSTALLATIONS TO HOLLOW CMU REQUIRE THE ANCHOR SCHEDULE AND
USE OF 1X BUCKS BETWEEN THE PRODUCTAND SUBSTRATE. NOTES
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3"FOR SOLID CONCRETE,3-9/16"FOR CMU,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 06/01/12
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 7. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. o G#: RE .:
CWS-774 B
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
AN FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMANVDMA 250(BOX WINDOWS),FMA/AAMADMA 300(EXTERIOR DOORS) 1:20
60F7
TYPICAL HEAD ANCHORAGE ® '
MIN.EDGE DIST. WINDOW SYSTEMS
OTHERS SEE TABLE 1 MIN.EMBEDMENT 1900 SW 44TH AVE.
SUBSTRATE BY
SEE TABLE 1 SEE TABLE 1 OCALA,FLORIDA 34474
INTERIOR 114"MAX.SHIM WWW.CWS.CC
PERIMETER SEALANT MIN.EMBEDMENT
BY INSTALLER SEE TABLE 1 3200 ALUM.
INSIDE AND OUT MIN.EDGE DIST.
SEE TABLE I HORZ,SLIDER
BY NSTALLERSEALANTND FLANGE INSTALLATION ANCHOR IMPACT
1/4" MAX.SHIM SEE TABLE 1
w en
<
� o �
INSTALLATION ANCHOR INTERIOR SEALANT BEHIND FLANGE SUBSTRATE BY OTHERS w w COSEE TABLE 1 BY INSTALLER SEE TABLE 1
PERIMETER SEALANT o LL O
BY INSTALLER o a y)
INSIDE AND OUT m N Z >
w a: O cr
Lu
HORIZONTAL SECTION o a
7 TYPICAL JAMB ANCHORAGE w ¢ U
�1/4"MAX.SHIM owi ? O
SEALANT BEHIND FLANGE
BY INSTALLER m ¢ Z
BYR STALLERALANT SEE TABLE BDMENT ,,`����PNpRE1ti"�G����
INSIDE AND OUT
SUBSTRATE BY OTHERS No 58201
SEE TABLE 1
MIN.EDGE DIST.
SEE TABLE I90. STATE OF
�Al VERTICAL SECTION �i�CCS, O R 10
7 TYPICAL SILL ANCHORAGE '*;l,S+ONNA;s 0%
11/11/2015
TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E.
SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. FL PE#58201
CONCRETE(2.0 KSI MIN.) 3116"ITW TAPCON 1-112" 1.1/8" 1239 JABARA AVE.
NORTH PORT,FL 34288
HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2" PH.941-380-1574
CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" SHEET DESCRIPTION:
GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-3/4" 2-1/2"
2XMIN.SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON 1 318" 718" INSTALLATION DETAILS
OR ELCO ULTRACON
2XMIN.SOUTHERN PINE(G-0.55) #10 WOOD SCREW 1-3/8" 7/8" DRAWN BY: DATE:
16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR ITN/ FULL THREAD ADE 06/01/12
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16 DWG#'-RE .:
1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING I FULL THREAD CWS-774 B
1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16 SCALE:
SHEET
1:2 7OF7