HomeMy WebLinkAboutPLANSSINGLE HUNG - LARGE MISSILE IMPACT
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TABLE OF CONTENTS
GENERAL NOTES 8 ELEVATIONS ..... I
GLAZING DETAIL.................................2
SECTION VIEWS ........ - .......................3
EXTRUSIONS 8 B.O.M.- ....................A
ANCHOR SCHEDULE 8 NOTES
INSTALLATION DETAILS ._............... 6
MAX SASH WIDTH
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED Al
TO COMPLY WITH THE FLORIDA BUILDING CODI
EDITION INCLUDING THE HIGH VELOCITY HURRI
IS RATED FOR WIND ZONE 4 MISSILE LEVEL D 11
IN ASTM E INS PER THE FED.
2. GLAZING OPTIONS: (SEE SHEET 2)
3. CONFIGURATIONS. -OW.
4. DESIGN PRESSURE RATING:
-NEGATIVE DESIGN LOADS BASED ON. TESTED
DETAILS. WINDLOAD DURATION FACTOR Cd
ANCHOR CALCULATIONS.
S. PRODUCTAPPROVED FOR IMPACT RESISTA
NOT REQUIRED.
7. ALL FRAMES AND VENTS FULLY WELDED. SA
USED AT FIXED MEETING RAIL AND JAMB.
B. SERIES / MODEL DESIGNATION S"100.
9. THE DESIGNATION RAND O STAND FOR THE
X- OPERABLE SASH, 0-FVED SASH
10. SECTION CALLOUTS APPLY TO ALL ELEVAT
LOCATION.
11. EXTERNAL WEEP SLOT a 1/4'. I-lt4'LOCAI
DESIGN PRESSURE
MAX. UNIT SIZE
RATING
IMPACT RATING
51-7/8" x 61-314"
+/- 70 PSF
I LARGE MISSILE IMPACT
WATER
NOT BEEN USED
)RANCHOR
AS USED FOR WOOD
IHUTTERS ARE
)INT SEAM SEALANT
1900 SW 44TH AVE
OCALA. FLORIDA U474
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IMPACT
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GENERAL NOTES AND
ELEVATIONS
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GLAZING DETAILS
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INTERIOR
SECTION A -A
NOTE: ITEMS NOT SHOWN FOR CLARITY:
20. 2b26. 36-37.44. 51-SZ 55-56. 64, 67-68
INTERIOR
SECTION &e
NOTE: LEFT SIDE SHOWS FIXED SECTION VIEW,
RIGHT SIDE SHOWS SASH SECTION VIEW.
1900 SW 44TH AVE.
GCAIA. FLORIDA 3/474
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SINGLE HUNG
IMPACT
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NORTH PORT, FL 34288
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SECTION VIEWS
AWN BY: DATE,
BAT 06/18/12
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SHEET
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LINE ITEMS NOT USED:
5.7.11. 15-17, 21-22, 29, 31, 33-38, 4143, 46, 4MU, 55, 57-61, 69
NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED.
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REINF.. IMPACT HOOK -1112
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SUPPORT-6014
No 58201
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LUCAS A. TURNER P.E.
FL PE 0 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH.941-380-1574
BOM AND EXTRUSIONS
BAT 06118112
VG/: F V-
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SHEET
1:2 4 OF 6
6- MAX (M.) 1T- MAX O.C. (TYP.)
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ANCHOR LAYOUT -(FLANGE)
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---INSTALLATION
ANCHOR (TYP.)
2...
NOTES:
1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. NO ANCHORS REQUIRED IN SILL
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 BE/
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED.
:. 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 TRI
BE PROTECTED TO PREVENT REACTION.
5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LE
SPECIFIED IN TABLE 1, SHEET 6.
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 SI
INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE OUTDO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE.
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF IX BUCKS BETWEEN THE PRODUCT AND SUBSTRATE
SHIMS SHALL BE
WOOD MUST
AN THE MINIMUM
7. A MINIMUM CENTER-TG-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3' FOR MASONRY, 1' FOR WOOD AND METAL.
B. 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 TABLET, SHEET 6. CONCRETE AND M45ONRY 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:
FMA/AAMA 100(FIN WINDOWS), FMAIAAMA 20D(FLANGE WINDOWS), FMAMJDMA 250(BOX WINDOWS), FMAIAAMAWDMA 300(EXTERIOR DOORS)
1900 SW 44TH AVE.
OCALA. FLORIDA 34474
W W W.CWS.CC
8100 PVC
SINGLE HUNG
IMPACT
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PH. 941480-1574
SCHEDULE AND
NOTES
BAT 06118112
0: REV.
CWS-812 C
SHEET
1:15 5 OF 6
l
TYPICALHEADANCHDRAGE
SECTION
VERTICAL
8 TYPICALSILLANCHORAGE
TABLE I: APPROVED INSTALLATION FASTENERS
SUBSTRATETYPE
ANCHOR TYPE
MIN. EMBEDMENT
MIN. EDGE DIST.
CONCRETE (2.0 KSI MIN.)
3116' RW TAPCON
1-0/2'
1-1/8,
HOLLOW OR GROUT -FILLED CMU(117 PCF MN.)
W16'ITW TAPCON
1'
2'
CONCRETE (2.85 KSI MIN.)
3/16' ELCO ULTRACON
1'
1'
GROUT -FILLED CMU (ASTM OSO)
3116-ELCO ULTRACON
1.114'
2-IW
2XMIN. SOUTHERN PINE (G-0.55)
3116' ITW TAPCON
OR ELCO ULTRACON
idl8'
7/8'
2XMIN. SOUTHERN PINE (G=0.55)
00 WOOD SCREW
1-3/8'
718'
16 GAUGE(0.060W) MIN. STEEL STUD
(33 KSI YIELD MIN)
#16.113 HILTI KWIK-FLEXOR iTW
TEKS SELF-ORILUNG SCREW
FULL THREAD
THRU 0.060'
T/iS
1/B'ALUM. (6063-TS MIN.)OR
11W STEEL(33 KSI MIND
#10 GRADE 5 SELFTAPPWG I
DRILLNG SCREW
FULLTHREAD
THRU0.125'
7/1G
MIN. EMBEDMENT
SEE TABLE 1
1/4' MAX. SHIM —
HORIZONTAL SECTION
v BOX FRAME NSTALLATION
HEAD MD SILL SIMILAR FOR E
FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVI
UP TO AND INCLUDING A BOX -FRAME APPLICATION IS AI
SHOWN
WITH
1BEHIND
BYINSTALLER
1SOO SW 44TH AVE.
OC.ALA. FLORIDA 34474
W W W.CWS.cc
8100 PVC
SINGLE HUNG
IMPACT
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No 58201
i
STATE OF
9/22/2017
LUCAS A. TURNER, P.E.
FL PE N 56201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH.941.380-1574
5 D SCNIpTRIM;
INSTALLATION DETAILS
IS APPLIED
BAT
06/18/12
MGR
EY_
NTS AS
CWS-812
C
SHEET
12
6OF6
Property Address:
6006 Indrio Road UnitB4
Fort Pierce, FL 34951
170 Wind Zone Exposure C Mean Roof Height 20 feet
Zone 5 required DP for 10 square foot opening +40.2 / -53.8 Vasd
Item #
Product
Size
Quantity
FL#
1-
CWS 8100
51.875 x 49.5
2
16177.1
2-
CWS 8100
51.875 x 49.25
1
16177.1
Replace 3 Windows Size For Size with Impact Products.
Please see attached footprint for exact product locations within the structure.
Zone DP
4 70
5 70
:17
01/09/2018 - 12:07pm internt VAProjeclsl Master Plan Sheet Store\Windows-DoorsShuffers4WO Wind Chansl Reference12017 Windload Charts References@017
61h EDITION FLORIDA BUILDING CODE (2017) ASCE 7-10
'ASD' DESIGN PRESSURES FOR COMPONENTS AND CLADDING
INTERIOR ZONE(A)PRESSURES 1
Mean DESIGN PRESSURES (PSF)-ZONE 4
Roof Tributary Area (Sq FL
Height 10 J 20 30 4011 F5 T�
-41.0
-39.3
-38.3
-37.
0-15k
+37.8
+36.1
+35.1
+34.1
43 .
-40.8
-39.8
-39.1
`-8.
18 It
+39.3
+37.5
+36.5
+35.7
+35.2
-43.6
-41.7
-40.7
-39.9
-39.4
20 ft
+40.2
+38.3
+37.3
+36.5
+36.0
-45.7
-43.8
-42.6
-41.9
-41.3
25 ft
+42.1
+40.2
+39.1
+38.3
+37.7
47.4
-45.5
-44.3
-43.5
-42.9
ft
V35
+43.7
+41.8
+40.6
+39.8
+39.2
-49.0
-47.0
-45.8
-44.9
-44.3
ft
40 ft
1 +46.5
+44.4
+43.1
+42.3
1 +41.6
-51.7
-49.5
-48.3
-47.4
-46.7
45 ft
-
+47.6
+45.5
+44.2
+43.3
+42.6
-52.8
-50.6
-49.3
-48.4
-47.7
Soft
+48.7
+46.5
+45.2
+44.3
+43.6
-53.9
-51.7
-50.3
-49.4
-48.7
55 ft
+49.7
+47.4
+46.1
+45.2
+44.5
-54.9
-52.6
-51.3
-50.3
-49.6
60 It
+50.6
+48.3
+47.0
+46.
+ _ ,
EXTERIOR ZONE(5)PRESSURES
Mean
DESIGN PRESSURES(PSF) - ZONE 5
Liof
Tributa
Area (Sq Ft) 3
Ight
10 1 20
1 30 1 40 50
-50.6
-47.2
-4S.2
-43.8
-42.7 7135
ft
+37.8
+36.1
+35.1
+34.4
+33.8
-52.6
-49.0
-47.0
-45.5
-44.4
18 ft
+39.3
+37.5
+36.5
+35.7
+35.2
-53.8
-50.1
-48.0
46.5
-45.4
20ft
+40.2
+38.3
+37.3
+36.5
+36.0
-52.6
-50.3
-48.8
-47.5
25 It-56.4
+42.1
+40.2
+39.1
+38.3
+37.7
-58.6
-54.6
-52.3
-50.7
-49,4_
30 ft
+43.7
+41.8
+40.6
-52``
3 12
-
-60.5
-56.4
-54.0
35 ft
.�
+45.2
+43.1
+42.0
+
- 3.8
0.
"` 2.5
-62.2
-58.0
-55.6
40 ft
+46.5
+44.4
+43.1
42
- .6
-63.8
-59.5
-57.0
-55.2
331 tl
45 ft
+47.6
+45.5
+44.2
+43.3
+42.6
-65.2
-60.8
-58.3
-56.4
-55.0
50 ft
+48.7
+46.5
+45.2
+44.3
+43.6
-66.5
-62.1
-59.4
-57.6
-56.1
55 ft
+49.7
+47.4
+46.1
+45.2
+44.5
-67.8
-63.2
-60.5
-58.6
-57.2
+50.6
+48.3
+47.0
+46.0
+45.3
10% OF LEAST HORIZONTAL DIMENSION OR 40% OFTiEAN_ROOF
nCiGHT, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST
HORIZONTAL DIMENSION OR 3FT. USE ZONE 5 IF AT ALL IN QUESTION.
CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF
REQUIRED. MEAN
a La--t ROOF
HEIGHT
S I ® I 5 �®
a 0 C5
4 INSTR
1 IDE
WIND VELOCITY =
EXPOSURE
ENCLOSED STRUCTURE,F
USE THE AREA
®READ OFF POSITIVE AND NEGATNE PRES'.
IN ACCORDANCE WITH CODE.
S. FOR SITUATIONS THAT REQUIRE Kd=1.0,
1.18. VERIFY Kd REQUIREMENTS WITH LOCAL
SHALL
4. INTERNAL PRESSURE COEFFICIENT (GCpi=
S. VERIFY USE OF Kd (DIRECTIONALITY FACT
HVHZ - HIGH VELOCITY HURRICANE ZONE
6. TABLES ARE FOR WALLS AND VERTICAL SL
7. THIS DOCUMENT IS A MASTER PLAN SHEET
8. THIS DOCUMENT IS ONLY VAUD WITH AN
OR DIGITALLY SEALED WITH CORRESPONI
9. THIS DOCUMENT ILLUSTRATES ALLOWABU
ABLES AND CORRESPONDING WIND VELOCIP.
ICTATED AND VERIFIED BY THE GOVERNING I
70 MPH
•
BASED ON Kd = 0.85
T TERRAIN
MRH=MEAN ROOF HEIGHT
(SEE BELOW)
E 4) OR EXTERIOR (ZONE 5) PER THE
EDED THE .
THE MORE CRITICAL (EXTERIOR) ZONE
FROM THE LOWEST GROUND ELEVATION. IF
:AK (HIGHEST) ROOF HEIGHT.
CANNOT BE IDENTIFIED, THE SMALLEST
TO THE SMALLER TABLE VALUE. FOR LARGER
ARGEST PUBLISHED VALUE.
FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY
VALUES ARE UNDER -DESIGNED BY A FACTOR OF
E STRESS DESIGN METHODOLOGY" PER ASCE 7-10
IA AS OUTLINED HEREIN.
FOR THE WIND VELOCITY & EXPOSURE SPECIFIED.
,FE PRESSURE RATINGS.
RATING. FIND CATEGORY TO MATCH OR BE LESS
LOCAL BUILDING DEPARTMENT.
TE-SPECIFIC DOCUMENT.
SIGNATURE & RAISED SEALED
11. ADHERE TO ALL LOCAL IMPACT RO CT[ONISYSTE
12. NO CERTIFICATION IS OFFERED OR-
13. EXCEPT AS EXPRESSLY PROVID ' ER
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