HomeMy WebLinkAboutINSTALL GUIDEY
Component & Cladding Wind loads on Walls (Door, Windows, and Shutters)
Prepared for Central Window Calculations by Seaside Engineers
Project:
Hutson Residence Certificate of Authorization No. 32048
Location:
3200 N HIGHWAY A1A 8508 4265 6Dth Court
Fort Pierce, FL Vero Beach, Florida 32967
Project ID:
109806 (722) 202-8008 info(Qseasideenoineers.com
Date:
6/12/2018 wwwseasideencineers.com ,
Design Information
SCANNED
Risk Category
z
THESE PLANS AND ALL PROPOSED WORK BY
W
360 mph ARE SUBJECT TO ANY CORRECTIONS
Exposure
Expos
D REQUIRED BY FIELD INSPECTORS THAT St. Lucie County
Int. Press. Coef., GCa(+/-)
0.18 MAYBE NECESSARY IN ORDER TO
a
4.70 feet COMPLY WITH ALL APPLICABLE CODES.
These pressures are calculated using
the Allowable Strew Design. Select the appropriate fastener size and spacing using the pre-engineered attachment schedule for the
Florida Approved Product(s) used on this job. Contact Seaside Engineers immediately. if the product attachment schedule Is derived on ultimate design pressures Instead of
allowable stress design.
escrli don
Opening DSH
Window - Master Bedroom
SH Window - Kitchen
514 Window - Guest Bedroom
-1930
vlTi2,uG7i-•-��
ST, L-UCIE COUNTY BUILDING WSION
REVIEWED FOR COMPLIANCE ' /Y f ,f A
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���Q••.•��G E N 3�,ti,��/� C
No. 72
STATE OF
t lv
04 0 R I V.-'* �
••�rnll►n••.
Edward K Roske, PE
CONCEALED FA ERSN TACHidENTS
ARE THE RESPONSIBILITY OF THE
- CONTRACTOR OR RECORD
PLANS AND PERMIT MUST BE KEPT,RN JOB
SITE OR NO INSPECTION(S) WILYSE MADE
FILE COPY
TABLE OF CONTENTS
GENERAL NOTES & ELEVATIONS ..... 1
GLAZING DETAIL.................................2
SECTION VIEWS.................................3
EXTRUSIONS & B.O.M........................4
ANCHOR SCHEDULE 8 NOTES.........5
INSTALLATION DETAILS....................6
GENERAL NOTES
SINGLE HUNG' -LARGE MISSILE IMPACT = 7 "°' : - ,
irTHE PRODUCTSHOWNHEREINISDESIGNEDAND MANUFACTURED-' -. WINDOW STSfEN6
` TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT
EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ)AND 180D SW 44TH AVE.
_ - IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA, FLORIDA34474
IN ASTM E 1996 PER THE FBC. W W W.CWS.CC
_ 2. GLAZING OPTIONS: (SEE SHEET 2)
AL iXDVERLFIANGEWIDTH ''-'I- - - - -
8100 PVC
ne•MAx uwi wlorH
-
3.CONFIGURATIONS: 'OIX'.
-- -
SINGLE HUNG
4. DESIGN PRESSURE RATING:
'
IMPACT
711I16• GLASSDLO
'- -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND
GLASS TABLES ASTM E-130D-04e01109.
A
'
-POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER
Z Q
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MAX SASH WIDTH
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
'
PH. 941-360-1574
DESIGN PRESSURE
MAX. UNIT SIZE
IMPACT RATING
RATING
51-7/8" x 61-3/4"
1 +/- 70 PSF
LARGE MISSILE IMPACT
GENERAL NOTES AND
ELEVATIONS
BAT
- 06/18/12
,Gk
NEW:
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SHEET
1:15
1 OF 6
OVERALL INSULATED GLASS
ANNEALED ORTEMPERED
AIRSPACE
LAMINATEDGLASS
ANNEALED
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ANNEALED
PURFECT GLAZE'H' OR SIKAFLEX 552
1/2" GLASS BRE
FIXED LITE
SASH LITE
GLASS
:RED
DUPONT
KAFLEX552
SETTING BLOCKS PER FBC 2471.3.3.1
190D SW 44TH AVE. L
OCALA, FLORIDA 34474
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8100 PVC
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STATE OF
9/22/2017
LUCAS A. TURNER, P.E.
FL PE H 58201
1239 JABARA AVE,
NORTH PORT, FL 34288
PH. 941-380-1574
IEETGESCRIPTIGN:
GLAZING DETAILS
WWN BY: DATE:
BAT 06/18/12
VGC NEV.:
CWS-812 C
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INTERIOR
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1900 SW 44TH AVE.
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1239 JABARA AVE.
D
NORTH PORT, FL 342B8
PH. 941-380-1574
SHEET DESCRIPTION:
SECTION A -A
SECTION VIEWS
DRAWNe :
DATE:
BAT
06/18/12
DING
REV,
NOTE: ITEMS NOT SHOWN FOR CLARITY:
CWS-812
C
20, 25-26, 36-37, 44, 5152, 55-56, 64, 67E8
�'
SHEET
12
30F6
FA
LINE ITEMS NOT USED:
5, 7, 11. 15-17, 21-22, 29, 31. 33-36. 4143.46. 49-50, 55. 57-61, 69
NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED.
31/8- -
�' 1 1 15/16'
4_
m .
PVC FRAME FLANGE6031
9116
9116'
3
fl6•
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1 5/16'
D
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X4'—I--y
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T t/16'
REINF. S.B.RJS.S.R. -1498
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13H6"
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1fl6'
PVC SASH SIDE RAIL -6004
JIT_IT
PVC SCREEN CATCH -6013
3/4'
3
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6
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IMPACT HOOK
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(ALL SIDES)
1:8
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SCREW SUPPORT-3113
WINDOW SYSTEMS L
1WD SW 44TH AVE.
OCAM FLORIDA 34474
W W W.CW S.CC
8100 PVC
SINGLE HUNG
IMPACT
No S8201
STATE OF
r�
9/22/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-3BO-1574
BOM AND EXTRUSIONS
BAT 06118/12
VS.;
CWS-812 C
xe SHEET
1:2 40F6
6- MAX (TYPJ-
6' MAX (TYP)1
4' (r
4' (TYP.)-
4- (TYP.)-
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ANCHOR LAYOUT - (FLANGE)
—SEE NOTE
—INSTALIATION
ANCHOR(TYP.) ,
— �xicanil
D
'TES:
1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.. NO ANCHORS REQUIRED IN SILL.
2. SHIM AS REQ 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.
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
BE PROTECTED TO PREVENT REACTION.
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
SPECIFIED IN TABLE 1, SHEET 6. '
B. 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 BETW EEN THE PRODUCT AND THE SUBSTRATE.
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE.
7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3' FOR MASONRY, 1' FOR WOOD AND METAL.
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.
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLEI,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED.
9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS:
FMAIAAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS). FMAANDMA 250(BOX WINDOWS), FMAJAAMAIWDMA300(EXTERIOR DOORS)
WINDOW SYSTEMS B
19DO SW 44TH AVE..
OCALA, FLORIDA 34474
W W W.CWS.CC
8100 PVC
SINGLE HUNG
IMPACT
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No 5S201
STATE OF
xz
9/22/2017
LUCAS A TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
SCHEDULE ANDI
NOTES
BAT
06/18/12
VG#:
REV.:
CWS-812
C
ALE
SHEET
1:15
5OF6
TYPICALHEADANCHbRAGE, '
MIN. EDGE DIST. -
' SEETABLEI
SUBSTRATE BY OTHERS
SEE TABLE i
MIN. EMBEDMENT
PERIMETER SEALANT
-. SEE TABLE 1
BYINSTALLER
INSIDEANDOUT
'
)Y '-ALANTBEHIND
C�
' c4NGE BY INSTALLER
1/4^MAX SHIM
INSTALLATION
SEETABLE 1
BEADS OF
"AROUND
&'M3 1911
SENANTSEHIND
FIANGESYINSTALLER
SUBSTRATEBYOTHERS—
-"E TABLE I MIN. EDGE DIST.
SEE TABLE 1
'g ` VERTICAL SECTION
8 TYPICAL GILL ANCHORAGE
TABLE 1: APPROVED INSTALLATION FASTENERS
SUBSTRATETYPE
ANCHOR TYPE
MIN. EMBEDMENT
MIN. EDGE DIST.
CONCRETE (2.0 KSI MIN.)
3116' ITW TAPCON
1-1/2'
1-11W
HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.)
3/16' TNJ TAP.CON
1'
2'
CONCRETE (2.85 KSI MIN.)
3116" ELCO ULTRACON
1'
1'
GROUT -FILLED CIVIL (ASTM C-90)
3116' ELCO ULTRACON
1-1/4'
2-1/2'
2X MIN. SOUTHERN PINE (13=0.55)
311V M TAPCON
OR ELCO ULTRACON
1JI8°
718"
2XMIN. SOUTHERN PINE (G=0.55)
#10 WOOD SCREW
113B"
7/8"
16 GAUGE'(0.060") MIN. STEEL STUD
(33 KSI YIELD MIN)
910-16 HILTI KWIK-FLEX OR T7W
TEKS SELF -DRILLING SCREW
FULL THREAD
THRU 0.060'
7/16"
i/8"ALUM. (6063-T5 MIN.)OR
1f8' STEEL (33 KSI MIN.)
#10 GRADES SELF -TAPPING/
DRILLWG SCREW
FULL THREAD
THRU 0.125
7/16'
' MIN. EMBEDMENT
SEE TABLE T
1/4• MAX SHIM -
INSTALLATION ANCHOR
SEE TABLE 1
U 1 HORRONT11L.SECTION
6 TYPICAL JAMB ANCHORAGE
m �IYV!/S MSS_Ij%;p-'•7jl
I\�/I
SUBSTRATE
BYOTHERS-
1900 SW 44TH AVE..
SEE TABLE I
OCALA, FLORIDA 34474
WWW.CWS,CC
MIN. EDGE DIST: •-
B.�oO PVC
SEE 1
SINGLE HUNG
IMPACT
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No 58201 •;P�
:9_t STATE OF :,W-Z
9 �2-0�17
[]�
LUCAS A. TURNER, P.E.
FL PE # 58201
PERIMETER SEAIAlIi
1239 JABARAAVE.
BY INSTALLER
NORTH PORT, FL 34288
INSIOEAND OUT
HORI ONTALSECTION
PH. 941-38D-1574
6 BOX FRAMBINSTALLATION
6nBBT DB6CRu•LION:
NEAO AND SILL SIMILAR FOR BOX INSTALLATION
INSTALLATION DETAILS
FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE,
UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED:
oPAwn av:
re:
BAT'
O6/18/12
'-MIN. 1/4"F,ILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED
DwG a:
Rev.:
INSIDE AND OUT, FULL PERIMETER; BY INSTALLER.
CWS-612
C
- PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
SHOWN FOR FLANGE WINDOWS.
s
SHEET
-
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0
Component & Cladding Wind Loads on Walls (Door, Windows, and Shutters)
Prepared for Central Window
Project:
Hutson Residence
Location:
3200 N HIGHWAY A1A 4508
Fort Pierce, FL
Project ID:
109806
Date:
6/12/2018
Design Information
Risk Category 2
Windspeed 160 mph
Exposure D
Int. Press. Coef., CC,(t/-) 0.18
a 4.70 feet
Calculations by Seaside Engineers
Certificate of Authorization No. 32048
4265 60th Court
Vero Beach, Florida 32967
(722) 202-8008 infoiaseasideenoineem.com
www.seasideenaineers.com
-SCANNED
BY
St. Lucie County
These pressures are calculated using the Allowable Stress Design. Select the appropriate fastener size and spacing using the pre-engineered attachment schedule for the
Florida Approved Product(s) used on this job. contact Seaside Engineers immediately if the product attachment schedule is derived on ultimate design pressures instead of
allowable strew design.
•.ening s-
�"
``P�D rK `````K.
�Q .0 .,,Oboe,
No. 7
STATE OF
RI
Edward K Roske, PE
June 12, 2018
TABLE OF CONTENTS
GENERAL NOTES 8 ELEVATIONS ..... 1
GLAZING DETAIL.................................2
SECTION VIEWS.................................3
EXTRUSIONS 8 B.O.M............... ........ A
ANCHOR SCHEDULE 8 NOTES ......... 6
INSTALLATION DETAILS....................6
GENERAL NOTES
SINGLE`HUNG- LARGE MISSILE IMPACT.'
1. THE PRODUCT SHOWN HEREIN IS DESIGNED ANID MANUFACTURED
_ .. TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC), CURRENT
- - EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND
IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED
IN ASTM E 1996PER THE FBC..
2.. GLAZING OPTIONS: (SEE SHEET 2)
3. CONFIGURATIONS:-0/X-.
4. DESIGN PRESSURE RATING: _
-NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND
GLASS TABLES ASTM E-1300-0 .01/09.
-POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER
INFILTRATION TEST PRESSURE AND GLASS TABLES
ASTM E-1300-04e01/09.
_ S. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED
IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR ANCHOR
DETAILS. WINOLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD
ANCHOR CALCULATIONS.
6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE
NOT REQUIRED.
7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT
USED AT FIXED MEETING RAIL AND JAMB.
S. SERIES ( MODEL DESIGNATION SH41100:
9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING:
X = OPERABLE SASH, O = FIXED SASH
10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR
LOCATION.
11. EXTERNAL WEEP SLOT = 1/4' x 1-1/4' LOCATED 4' FROM BOTH ENDS.
MAX SASH WIDTH
DESIGN PRESSURE
MAX. UNIT SIZE
IMPACT RATING
RATING
51-7/8" x 61-3/4"
+/- 70 PSF
LARGE MISSILE IMPACT
LucasTurne
r
2017-09-22
13:36-04:00
NW.CVVS.CC 3GG74
NW.CWS.00 -.
8100 PVC.
SINGLE HUNG
IMPACT-
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No 5B201
STATE OF
ZZ
9/22/2017
LUCAS A. TURNER, P.E.
FL PE M 5B201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
GENERAL NOTES AND
ELEVATIONS
BAT
06/18/12
/G 9.
REV.:
CVVS-812
C
a.E: -
SHEET
1:15
1 OF 6
7/8' OVERALL INSULATED GLASS
11W ANNEALED OR TEMPERED
7116- AIRSPACE
S16" LAMINATED GI -ASS
1/8" ANNEALED
.090' PVB INTERLAYER BY DUPONT
11F ANNEALED
.OUANEX DURASEAL
IS SPACER
PURFECT GLAZE'H' OR SIXAFLEX 552
1/S BITE
FIXED LITE
SASH LITE
7/8' OVERALL INSULATED GLASS
11F ANNEALED OR TEMPERED
7116" AIRSPACE
5116" LAMINATED GLASS
11W ANNEALED
.09W PVB INTERIAYER BY DUPONT
1/8' ANNEALED
-OUANEX DURASEAL
IG SPACER
PURFECT GLAZE OR SIXAFLEX 652
1/2' GLASS BITE
19DOSW 44THAVE.
OCALA. FLORIDA 34474
WwW.CWS.CC
8100 PVC
SINGLE HUNG
IMPACT
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No 58201 'll-
9_ :a
'.9i STATE OF :,4i.-
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9/2272017
LUCAS A. TURNER, P.E.
FL PE 1i 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
EEF DESCIRIPTON:
GLAZING DETAILS
31 BYT
BAT /12
iG M:
CWS-812 C
A E SHEET
1:1 2OF6
INTERIOR
SECTION A -A
NOTE: ITEMS NOT SHOWN FOR CLARITY:
20.25-26, 36-37, 44, 51-52, 55-56, 64, 67-68
INTERIOR
SECTION B-B
NOTE: LEFT SIDE SHOWS FIXED SECTION VIEW,
RIGHT SIDE SHOWS SASH SECTION VIEW.
-WINDOW SYSTEMS IL_��
-- 190DSW44THAVE.
OCALA, FLORIDA 34474
WWW.CWS.CC,
8100 PVC
SINGLE HUNG,
IMPACT -
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STATE OF
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LUCAS A. TURNER, P.E.
FL PE N 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
IEET DESCRIPTION:
SECTION VIEWS
IAWN BY: DATE:
BAT 06118/12
YGtl: REV.:
CWS-812 C
^� SHEET
1:2 30F6
2
LINE ITEMS NOT USED:
5, 7, 11, 15.17, 21-22, 29, 31, 33-36, 41-43, 46, 49-50, 55, 57-61, 69
NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED.
PVC FRAME FLANGE-6031
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No 58201
STATE OF
r�
LUCAS A. TURNER, P.E.
FL PE 0.58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
BOM AND EXTRUSIONS
BAT
06/18/12
CWS-812
C
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SHEET
12
4OF6
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—SEE NOTE 2-'�
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
8100 PVC'
SINGLE HUNG
IMPACT
—INSTALLATION
ANCHQR (TYP.)
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No 59201
STATE OF
1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. NO ANCHORS REQUIRED IN SILL.
2. SHIM AS REQ 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.
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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
1239 JABARA AVE.
S. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE IN ITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM
NORTH PORT, FL 3428E
SPECIFIED IN TABLE 1, SHEET B.
PH. 941-380-1574
6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETEICMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE.
SHEET DESCRIP110N:
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 1X BUCKS BETWEEN THE PRODUCTAND SUBSTRATE.
NOTES
7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3" FOR MASONRY, 1-FOR WOOD AND METAL.
oRAwN er:
w.TE:
BAT
06/18/12
8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER W IND LOADS TO THE STRUCTURE.
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED.
CWS-812
C
RALL OF SHALL DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS:
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9. SEALING ANDFLASHINGWINDOWS),
scu
SHEET
FMA(WO A250(B XWINDOWS),ION
LANGE INDOWSTANCE
AMA200OR
FMAIAAMA 100(FIN WINDOWS), FMPJAAMA 200(FLANGE WINDOWS), FMAANOMA 250(BOX WINDOWS), FMIAIA4MAANDNlA 300(EXTERIOR DOORS)
5 OF6
• _
TYPICAL MEAD ANCHORAGE � ' �
-
_
- 'MIN. EMBEDMENT
�
-
,MIN. EDGE DIST.
_ - - SEE TABLET
SUBSTRATE
BY OTHERS
WINDOW SYSTEMS
1900 SW 44TH AVE.
-
SEE TABLE I'
1/4'MAX. SHIM
SEETABLEI
OCALA, FLORIDA 34474
SUBSTRATE BY OTHERS
-
- - -.
WWW.CWS.CC
BEE TABLE
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MIN. EMBEDMENT
-
PERIMETERSEALANT -
PERIMETERS
SEE TABLEI
MIN. EDGE DIST.
81D0 PVC ..,
BY INSTALLER
- -
SEE TABLE
--
-
_ :INSIDE AND
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SINGLE HUNG -
SEALANT BEHIND
C� - -
INSTALIATIONANCHOR
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FLANGE BY INSTALLER
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8 TYPICAL SILLANCHORAGE
TABLEI: APPROVED INSTALLATION FASTENERS
SUBSTRATE TYPE
ANCHOR TYPE
MIN, EMBEDMENT
MIN. EDGE DIST.
CONCRETE (2.0 KSI MIN.)
WIG' ITW TAPCON
1-112°
1-1/8'
HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.)
3/I6' ITW TAPCON
1'
2'
CONCRETE (2.85 KSI MIN.)
3116' ELCO ULTRACON
1'
1' '
GROUT -FILLED CMU (ASTM CAD)
3116" ELCO ULTRAGON
1-1/4'
2-1/2'
2XMIN. SOUTHERN PINE (G=0.55)
311T ITW TAPCON
OR ELCO ULTRACON
1-318-
7/9'
2X MIN. SOUTHERN PINE(G=0.55)
#10 WOOD SCREW
1-3/8°'
716'
16 GAUGE(0.060') MIN. STEEL STUD
(33 KSI YIELD MIN)
#10-16 HILTI KWIK-FLEX OR nW
MKS SELF -DRILLING SCREW
FULLTHREAD
THRU 0.050'
7/76' -
1l8'ALUM.(6063-T5 MIN.)OR
1/8° STEEL (33 KSI MIN.)
#10GRADE5SELF-TAPPING/
ORI WNG SCREW
FULLTHREAD
THRU 0.125
7/16
ND 58201
STATE OF
9/
LUCAS A TURNER, P.E.
FL PE #B8201
PERIMETER SEALANT
1239 JABARA AVE.
BY INSTALLER -V///
-
NORTH PORT, FL 34288
INSIDEANDOUT
( � 1 HORIZONTAL SECTION
PH. 941-380-1574
�i MEINSTALLA ON
snEETDEsc6w1DN
HEAD
HEAD AND SILL SIMILAR FOR BOX INSTALLATION
'
-
INSTALLATION DETAILS
FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE,
UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED:
DRA rve:-
DAre:.
BAT
06/18/12
- MIN. 1/4'FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED
07
REV_
INSIDE AND OUT, FULL PERIMETER,BY INSTALLER
CWS-812'
C'
-PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
SHOWN FOR FLANGE WINDOWS..
scALE:
SHEET
.. _ .-
1:2
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