HomeMy WebLinkAboutENGINEER CORRECTIONS 2_5_2021ZONE 5
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ZONE 5 1"
a=4.OFT PHILLIP & LUCILLE MICKELSON — APT. 102
ZONE 5 IN a=4.0' FROM CORNER.
ZONE 4 IS MIDDLE AREA.
ZONE 4 AND ZONE 5 ARE CON'T.
STRAIGHT UP TO ROOF. ALL WIND
LOADS MEET THE 2017 FLORIDA
BUILDING CODE FOR ST. LUCIE
COUNTY. V=160 MPH (3—SEC. GUST)
EXPOSURE "C" AS DEFINED IN
SECTION 26.7.3 OF ASCE 7-10
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#5 REBAR IN FILLED
CELL. Fc'=3000psi PEA ROCK.
EACH SIDE OF WINDOW
FLOOR SLAB
WIDTH REMAINS THE SAME
EXISTING TIEBEAM
REMOVE BLOCK AND WINDOW
SILL FOR LOWER LOCATION OF
NEW WINDOW AND SILL
POURED "U" BLOCK WINDOW SILL
W/ 1 @#5 REBAR AT MIDDLE.
DOWEL 6" AND EPDXY INTO
INTO SIDE POURED CELLS
EACH SIDE. 7
CUT OUT BLOCK BELOW WINDOW
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Phillip & Lucille Mickelson - Apt. 102
19 Lake Vista Trail
Port Saint Lucie, Florida 34952
Shutter Wind Loads (ASCE 7-10)
Wind Velocity (mph)
Importance Category
Mean Height of Roof (ft)
Length of Short Side (ft)
Building enclosure
Slope of roof (Degrees)
Shutter Area (ft^2)
Negative internal pressure
Positive internal pressure
Alpha
Zg
Exposure coefficient (Kz)
Importance Factor
IA Engineering and Designs, Inc.
Consulting Engineers
8427 Siciliano Street
Boynton Beach, FL 33472
Telephone: (954) 984-4646
Fax: (561) 413-3109
PE #28376, CA #30113 SI #1121
160 2020 Florida Building Code
II
22.5 Use ASCE 7-10, for h<=60ft only
40
Enclosed
14.04
0
-0.18
0.18
C
9.5
900
0.92 Kz (from ASCE 7-10,z>=15 ft)
Velocity Pressure (psf) 51.50 qz=.00256KZV2IKd (Kzt= 1.0 and Kd = 0.85)
Pressures below are pmax=0.6 x ultimate design load in accordance with ASCE 7-10
Window Number
1
2
3
4
5
6
7
Distance from Corner to End of Type 5 Area (ft)
4
Window within Type 5 area
FALSE
FALSE
FALSE
FALSE
FALSE
FALSE
FALSE
Window/Door Height (ft)
3.1458333
4.1666667
4.1666667
6.5833333
6.5833333
5.1875
5.1875
Window/Door Width (ft)
3.0104167
4.3541667
4.3541667
15.9375
11.9375
5.0208333
5.0208333
Window/Door Area
9.47
18.14
18.14
104.92
78.59
26.05
26.05
Positive GCp
1.000
0.954
0.954
0.820
0.842
0.927
0.927
Adjusted Positive GCp
1.000
0.954
0.954
0.820
0.842
0.927
0.927
GCp -1.100 -1.054 -1.054 -0.920 -0.942 -1.027 -1.027
1
P.E. # 28376
JAN�/-Fn
IA Engineering and Designs, Inc.
Consulting Engineers
8427 Sicilian Street
Boynton Beach, FL 33472
FAX:(561)413-3109
TEL:(954)984-4646
PE#28376,CA#30113,SI#1121
WINDOW AND DOOR MULLION DESIGN
CLIENT: Phillip & Lucille Mickelson - Apt. 102
19 Lake Vista Trail
Port Saint Lucie, Florida 34952
OPENING DIMENSION (1): WIDTH: 60.25 IN. X HEIGHT: 62.25 IN.
OPENING DIMENSION (2): WIDTH: 60.25 IN. X HEIGHT: 62.25 IN.
MULL DIRECTIOI\ VERTICAL (VERTICAL OR HORIZONTAL)
MULLION LENGTI 62.25 IN.
DESIGN PRESSURE (1): -37.28 PSF DESIGN PRESSURE (2):
PRESSURE LOAD ON MULLION: w= 187.2 PLF
MAXIMUM MOMENT IN MULLION: M= 629.6 FT -LB
MAXIMUM SHEAR IN MULLION: V= 485.5 LB
END ATTACHMENT IS SHEAR OR TENSION TO WALL: SHEAR
TRY SPECIAL HEIGHT 1= 0 INA4
SECTION: # OF WEBS= 0 x 0 S= 0 INA3
HEIGHT WIDTH THICKNESS
TRY SECTION: TUBE 4 x 1 x 0.125
1= 2.041N^4 S= 1.02INA3
LGTH= 41N THK= 0.125 IN
MATERIAL: ALUMINUM 6061-T6
Fb= 19000 PSI
Fs= 12000 PSI
Udel= 360
fb= 7417 PSI
fs= 485 PSI
del= 0.1481N
USE: TUBE
OK FOR BENDING
OK FOR SHEAR
OK FOR DEFLECTI
4 x 1
E= 10100000 PSI
Udel= 420
x 0.125
0
-37.28 PSF
P.E. #283 6
IA Engineering and Designs, Inc.
Consulting Engineers
8427 Siciliano Street
Boynton Beach, FL 33472
FAX:(561)413-3109
TEL:(954)984-4646
PE#28376,CA#30113,SI#1121
CLIENT: Phillip & Lucille Mickelson - Apt. 102
19 Lake Vista Trail
Port Saint Lucie, Florida 34952
FASTEN WITH: 1/4" DIA. CRETE-FLEX SS4 MASONRY Ps= 450 LB/FASTENER
NUMBER OF FASTENERS/SIDE= 2 1/4" DIA. CRETE-FLEX SS4 MASONRY SCREWS
W/ 1 3/4" EMBEDMENT INTO CONCRETE HEADER AND SILL
P.E. #2837