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DATE FILED:
REVISION FEE:
PERMIT # 2012-0540
RECEIPT #
- Map. v -D
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION v �� 7
2300 VIRGINIA AVENUE NOID
FORT PIERCE, FL 34982-5652 St. Lucie County
f _ (772) 462-1553 Permitting
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
LOCATION/SITE
ADDRESS:
4003 Ave. 0 Fort Pierce FL 34947
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
Engineer's report and drawing for mullions and concealed work, per inspection comments.
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: CRC 046091
ST. LUCIE CO CERT. #:
BUSINESS NAME: STORM TIGHT WINDOWS
QUALIFIERS NAME: ALPHONSE CAMPANELLI ,
ADDRESS: 500 SW 12th.AVENUE
CITY: DEERFIELD BEACH STATE: FL
ZIP: 33442
PHONE (DAYTIME): (561) 420-02071
FAX: (754) 227-7891
OWNER/BUILDER INFORMATION:
NAME: RICARDO & KIMBERLY PELLOT
ADDRESS: 4003 Ave. O
CITY: Fort Pierce STATE:
FL ZIP: 34947
PHONE (DAYTIME: (772) 216-2267
FAX:
ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS:
CITY:
PHONE (DAYTIME):
SLCCC. 9123109
Revised 06130117
4"x 4" WOOD BEAM
^
.
(� Tll\TAT
(EXISTING)G)
•` % J _ �
4"x 1"x 1/4"6061-T6 ALUMINUM TUBE
MULLION WITH INSERTS. ATTACH
-'
AT TOP W/ 4@#14x3"WOOD SCREWS
ATTACH AT BOTTOM
W/4@1/4"x3 1/4" TAPCONS.
NEW WINDOWS
NEW WINDOWS
NEW WINDOWS
CONCRETE SILL (EXISTING)
_
ST. LUCIE COUNTY
DUILDING DIVISION
REVIEWED
FOR CO 5�16 CE .
REVIEWED BY
DATE i
PLANS AND PERMIT I
041 KEPT ON OR
u ST BE
NO INSPECTION WILL BE MADE
—.1
200"
NEW WINDOWS WITH VERTICAL MULLIONS
r A --'
k•
t
'�
1
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
Pellot Residence
4003 Avenue 0
Fort Pierce, Florida 34947
Door and Window Wind Loads (ASCE 7-16)
Wind Velocity (mph) 160 2020 Florida Building Code Section 1620
Importance Category II
Mean Height of Roof (ft) 12 Use ASCE 7-16, for h<=60ft only
Length of Short Side (ft) 14.67
Building enclosure Enclosed
Slope of roof (Degrees) 18.435493
Negative internal pressure -0.18
Positive internal pressure
0.18
C
Alpha
9.5
Zg
900
Exposure coefficient (KZ)
0.85 Kz (from ASCE 7-16,z>=15 ft)
Directional coefficient (Kd)
0.85
Velocity Pressure (psf)
47.29 qz=.00256KZV2IKd (Kzt= 1.0)
Pdesign=P*0.60 as required by ASCE 7-16
Window Number
1
1
2
2
3
3
Distance from Corner to End of Type 5 Area (ft)
3
Window within Type 5 area
TRUE
FALSE
TRUE
FALSE
TRUE
FALSE
Window/Door Height (ft)
5.875
5.875
5.875
5.875
5.875
5.875
Window/Door Width (ft)
5.4444444
5.4444444
5.4444444
5.4444444
5.4444444
5.4444444
Window/Door Area
31.99
31.99
31.99
31.99
31.99
31.99
Positive GCp
0.911
0.911
0.911
0.911
0.911
0.911
Adjusted Positive GCp
0.911
0.911
0.911
0.911
0.911
0.911
GCp -1.222 -1.011 -1.222 -1.011 -1.222 -1.011
P.E. #28371
NOV i p,
Pellot Residence
4003 Avenue 0
Fort Pierce, Florida 34947
Span #1=
2 FT
DL=
Span #2=
2 FT
DL=
Wall Hgt=
0 FT
DL=
i
a
IA Engineering and Designs. Inc.
8427 Siciliano Street
Boynton Beach, Florida 33472
Tel:(954) 984-4646 FAX:(561) 413-3109
PE#28376, CA#30113, SI#1121
ANALYSIS OF WOOD BEAMS
25 PSF LL= 30 PSF TL=
25 PSF LL= 30 PSF TL=
0 PSF LL= 0 PSF TL=
Total Beam Load=
Try= 1 @
4
X 4
LOAD FACTOR=
1 Fb=
1500 PSI
DER ALLOW (Ud)=
240 E=
1600000 PSI
UNIFORM LOADING:
OVERHANG L=
2 FT
Beam Lg= 5.44 FT
Mmaxl=
304.3 FT- #
Mmax=
304.3 FT-#
V1=
339.6 #
V3=R1=
258.8 #
Vmax=
339.6 #
55 P/FT
BEAM
55 P/FT
BEAM
0 P/FT
BEAM
110 P/FT
BEAM
GRADE=
2
Fs=
90 PSI
Mmax2=
220.0 FT- #
V2=
220.0 #
R2=
559.641 #
Members= 1 X 3.5 X 3.5
Bending Check:
Shear Check: ` 4
Deflection Check:
USE: 1 @ 4 X 4
GRADE= 2 0
1
fb= 511.1 PSI
Fb= 1500.0 PSI
BENDING IS OK
fs= 41.6 PSI
Fs= 90 PSI
SHEAR IS OK
delta= 0.1083IN
Udelta= 603
DEFLECTION IS OK
P.E. #28376
i�
NOV 12 IA11
r
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,S1#1121
WINDOW AND DOOR MULLION DESIGN
CLIENT: Pellot Residence
40030Avenue O
Fort Pierce, Florida 34947
OPENING DIMENSION (1): WIDTH:
65.28 IN. X
HEIGHT:
70.5 IN.
OPENING DIMENSION (2): WIDTH:
65.28 IN. X
HEIGHT:
70.5 IN.
MULL DIRECTION VERTICAL
(VERTICAL OR HORIZONTAL)
MULLION LENGTI 70.5 IN.
DESIGN PRESSURE (1): -39.77
PSF DESIGN PRESSURE (2):
PRESSURE LOAD ON MULLION:
W=
216.3 PLF
MAXIMUM MOMENT IN MULLION:
M=
933.4 FT -LB
MAXIMUM SHEAR IN MULLION:
V=
635.5 LB
END ATTACHMENT IS SHEAR OR TENSION TO WALL:
SHEAR
TRY SPECIAL HEIGHT
I=
0 INA4
SECTION: # OF WEBS= 0
x 0
S=
0 INA3
HEIGHT
WIDTH
THICKNESS
TRY SECTION: TUBE 4
x 1
x
0.25
1= 3.551N^4 S=
1.77INA3
LGTH= 4IN THK=
0.250IN
MATERIAL: ALUMINUM 6061-T6
Fb= 19000 PSI
Fs= 12000 PSI
Udel= 360
fb= 6316 PSI OK FOR BENDING
fs= 318 PSI OK FOR SHEAR
del= 0.162 IN OK FOR DEFLECTI
E= 10100000 PSI
Udel= 435
USE: TUBE 4 x 1 x 0.25
1
-39.77 PSF
P.E. #28376
CLIENT: Pellot Residence
40030Avenue O
Fort Pierce, Florida 34947
FASTEN WITH: #14 DIA. WOOD SCREWS
NUMBER OF FASTENERS/SIDE= 3
FASTEN WITH: 1/4" TAPCONS
NUMBER OF FASTENERS/SIDE= 2
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
Ps= 232 LB/FASTENER
#14 DIA. WOOD SCREWS
1/4" TAPCONS
Ps= 456.5 LB/FASTENER
P.E. #28376