HomeMy WebLinkAboutConstruction PlansUBENIA BENIT
Jobsite: 2260 Rock Road, Fort Pierce, FL
(Mailing: 511 SE 4th Ct Chlefland, FL 32626)
ULTIMATE WIND SPEED: 160
NOMINAL WIND SPEED: 124
WIND EXPOSURE CATEGORY: B
RISK CATEGORY 1
INTERNAL PRESSURE COEFFICIENT GXpi=+/. 0.0
DESIGN PRESSURE PER FBC CHAPTER 16
DESIGN ROOF LIVE LOAD = 20 PSF
DESIGN ROOF DEAD LOAD = 3.5 PSF
MIN SOIL BEARING 2500 PSF
TRUSS BEARING LOAD EACH END = 4600 LBS
TRUSS UPLIFT @ POST - 2880 LBS
1. WOOD FRAMING AND FASTERNERS TO MEET NDS-2012 REQUIREMENTS
2. FASTER REQUIREMENTS: (1)ALL NAILS ARE COMMON GALVANIZED; (2)ALL BOLTS ARE TO BE GALVANIZED STEEL AND INCLUDE
NUTS AND WASHERS; AND (3)ALL OTHER HARDWARE (SIMPSON, ETC) IS TO BE INSTALLED ACCORDING TO MANUFACTURERS
SPECIFICATIONS AND RECOMMENDATIONS. NAILING (SIZE AND NUMBER) SHALL SATISFY TABLES 2306.2. (1)AND 2306.3(#) FBC
UNLESS OTHERWISE INDICATED. NOTE: EASTERNERS EXPOSED TO THE WEATHER ARE TO BE TREATED FOR WEATHER
RESISTANCE AND COMPATIBLE WITH THE TYPE OF PRESSURE TREATED WOOD USED (CONNECTORS, NAILS, BOLTS, NUTS AND WASHERS)
Nile*] L, (01;4 =I 1=K7k, &ji:Z"i611
1. CONCRETE WORK SHALL CONFORM TO °BUILDING CODE REUQIREMENTS FOR REINFORCED CONCRETE' (ACI-31 8) ANDE
'SPECIFICATIONS FOR STRUCTURAL CONCRETE' (ACI.901), LATEST EDITION
2. CONCRETE MIX SHALL CONFORM TO THE FOLLOWING SPECIFICATIONS. ALL CONCRETE MIXES SHALL CONTAIN A
WATER -REDUCING ADMIXTURE CONFORMING TO ASTM C-494. AIR -ENTRAINING ADMIXTURE SHALL CONFORM TOASTM C-260
t
ULTIMATE COMPRESSIVE STRENGTH @ 28 DAYS 3000 PSI
SLUMP RANGE 4' +/--1'
MAXIMUM AGGREGATE SIZE 1'
ENTRAINEDAIR NONE
DRY WEIGHT PER CUBIC FOOT 150 #
40' x 50' OPEN POLE
BARN STRUCTURE
BUILDING COMPONENTS & CLADDING LOADS
a• MEAN BUILDING HEIGHT = 30.0, EXPOSURE'B'
ROOF ANGLE 7AT027A
M
WO
VOX
Vus
Vk t
1101MPH
120MR1
130 MPH
140 MPR
1
10
1201.102
149/,23.7
179/-279
2M3/423
1
20
11A/-18A
1391330
18.0/,27.0
18.6/31A
1
60
109/-10.8
119/,222
139/,4 .0
16.1 /-302
122
2
10
126/34.7
f49/d1.3
179/48A
20.3/•682
2
20
11A/31.8
13.8/48.0
10.0/-44.6
165/•61.7
iL
2
50
109/-282
119/339
139/43A
1a1/45.7
3
3
f0
20
12.5/-51.9
1fA/A79
149/61.0
139/a7.1
17b/-71A
f09/a7.0
2091a21
18.6/-77.7
3
60
10.01-43.5
1t9/at.8
139/a0.8
1&117D.6
4
10
219/-23.6
252/44.7
S0A/43.0
36.31-w
4
20
209/-728
2A71-Mg
28.0/31.6
33.7/4&7
4
60
109/-21.3
2321.254
272/49.8
31.8/3A8
6
10
219/-28.1
269/4A7
30AW.7
353/A72
5
20
W.81.272
ZA71-W
2B.0/38.0
W1-44.0
6
1601
19.61.24A
232/,79.3
2721.34.3
31.610.8
HEIGHT & EXPOSURE ADJUSTMENT COEFFICIENTS
FOR BUILDING COMPONENTS & CLADDING
BLDO
EXPOSURE
- EXPOSURE
EXPOSURE
HM09
'6'
'a'
9'
16
1.00
121
1.47
20
190
128
1.66
25
1A0
1.36
191
3. SHOTCRETE MIX
4. ALL CONCRETE SHALL BE CURED FOR AMINIMUM OF 28 DAYS. IF FORMS FOR VERTICAL SURFACES ARE REMOVED PRIOR TO THE END OF
THE CURING PERIOD, SPRAY SURFACES WITH LIQUID MEMBRANE CURING COMPOUND
5. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 40 (Fy-40 ksl). LAP CONTINOUS BARS FOR TENSION LAP SPLICE
PER ACI-318, UNLESS OTHERWIE NOTED. PROVIDE CORNER BARS OF SAME SIZE AND SPACING AS HORIZONTAL WALL REINFORCEMENT.
COVER FOR CONCRETE REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ACI-318, PARAGRAPH 7.7
6. WELDED WIRE FABRIC (WWF) SHALL CONFORM TO ASTM A185. LAP SHEETS TWO MESH SPACES AND WIRE TIE ADJACENTS SHEETS
TOGETHER SECURELY. CUT ALTERNATE REINFORCEMENTAT CONTROL JOINTS
7. ALL SLABS ON GRADE SHALL HAVE CONSTRUCTION OR CONTROL JOINTS NOT TO EXCEED 1V-W SPACING, UNLESS OTHERWISE NOTED.
8. ELECTRICAL CONDUIT AND OTHER PIPES TO BE EMBEDDED IN STRUCTURAL CONCRETE FLOOR SLABS OR WALLS SHALL BE PLACED IN ACCORDANCE
WITH THE REQUIREMENTS OFACI-318, PARAGRAPH 6.3
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RUBENIA BENITEZ
Jobsite: 2260 Rock Road, Fort Pierce, FL
(Mailing: 511 SE 4th Ct Chiefland, FL 32626)
FOUNDATION PLAN VIEW
SCALE NOTTO SCALE
40' x 50' OPEN POLE
BARN STRUCTURE
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RUBENIA BENITEZ
Jobsite: 2260 Rock Road, Fort Pierce, FL
(Mailing: 511 SE 4th Ct Chiefland, FL 32626)
RAFTER FRAMING PLAN
SCALE NOTTO SCALE
40' x 50' OPEN POLE
BARN STRUCTURE
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NIA B
ITEZ
Jobsite: 2260 Rock Road, Fort Pierce, FL
(Mailing: 511 SE 4th Ct Chiefland, FL 32626)
40' x 50' OPEN POLE
BARN STRUCTURE
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RUBENIA BENITEZ
Jobsite: 2260 Rock Road, Fort Pierce, FL
(Mailing: 511 SE 41h Ct Chiefland, FL 32626)
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BARN STRUCTURE
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RUBENIA BENITEZ
Jobsite: 2260 Rock Road, Fort Pierce, FL
(Mailing: 511 SE 4th Ct Chiefland, FL 32626)
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accord withmh:,w
speafications topddNO �rtypj 1-1rrx1.1rrx311rx13•
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@ 240 max spacing Lrxrx3nd• 7rP 1 3
botlom dw d (bp)
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2 -1/2" dia. carriage thru bolts
w/ nut & washer to match
TRUSS END SECTION
-
b 7YP a 18 1
8x8 PT WD POST
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axm mnwcmr
(ground contact)
1
L rxrxamfr L rxrxSn(r
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1 L rxrx3nr
bdxm dw,d (typ)
v A
v
R = MvWdN
v y y
#5 X 12" Rebar bars o
each way (t''p)
TRUSS CENTER SECTION
b
v v
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#5GRAVEL
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24"
(1"rod(max)
vdz-Atzx3�tfr
(d*d6de&d)
POST & FOOTING SECTION
PURLIN CONNECTION SECTION
40' x 50' OPEN POLE
BARN STRUCTURE
COLLAR TIE SECTION
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i ere•dm. bde (typ)
CENTER RIDGE SECTION
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POST TO TRUSS CONNECTION
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