HomeMy WebLinkAboutRevision; Construction PlansRUBENIA BENITEZ
Jobsite: 2260 Rock Road, Fort Pierce, FL
(Mailing. 511 SE 4th Ct Chiefland, FL 32626)
ULTIMATE WIND SPEED: 160
NOMINAL WWD SPEED: 124
WIND EXPOSURE CATEGORY: C
RISK CATEGORYI
INTERNAL PRESSURE COEFFICIENT Gcpi= +/. 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 MANUFACTURER'S
SPECIFICATIONS AND RECOMMENDATIONS. NAILING (SIZE AND NUMBER) SHALL SATISFY TABLES 2306.2. (1)AND 2306.3(#) FBC
UNLESS OTHERWISE INDICATED. NOTE: FASTERNERS 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)
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1. CONCRETE WORK SHALL CONFORM TO •BUILDING CODE REUQIREMENTS FOR REINFORCED CONCRETE' (ACI-318) ANDE
'SPECIFICATIONS FOR STRUCTURAL CONCRETE' (ACI-301), LATEST EDITION
2. CONCRETE MIX SHALL CONFORM TO THE FOLLOWING SPECIFICATIONS. ALL CONCRETE MIXES SHALL CONTAIN A
WATER -REDUCING ADMIXTURE CONFORMING TO ASTM Cr494. AIR -ENTRAINING ADMIXTURE SHALL CONFORM TO ASTM C-260
CONCRETE
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 60' CLOSED POLE
BARN STRUCTURE
BUILDING COMPONENTS 6 CLADDING LOADS
a• MEAN BUILDING HEIGHT=30.V, EXPOSURE'C'
ROOF ANGLE 7A TO 27A
7•
0`
w6
w6
w3
me
IIOMPH
120 MPH
130 MPH
140 MPH
1
10
12A/-19.8
14.81,79.7
17.6/-27.8
20a/-323
1
20
11A149A
13.8/123.0
18D/,77.0
ME 1.31A
1
60
109/-189
H9/.=
138/-0.0
16.114U
2
10
12.51.34.7
1"1.41.3
171/d8A
2M31-552
iL
2
2
2D
60
11A/31.8
10.0/-282
13.813&0
11.9/33.0
169/61.6
139/-39A
18.6/51.7
1&1145.7
3
10
12.6/61.3
149161.0
179/-71.5
20.3163.1
3
20
11A197.0
13.61-ml
18.0/67.0
1&6177.7
3
60
I 10A1-43.5
11.8/61.8
139/-M
18.11-70A
4
269134.7
30.4/-33,0
3531 ,S2
4
2.824.71,28.9
29.0/31.8
3&7/3L7
4
1.a2321-MA
272/39.8
31.6131.6
6
t021,..2839
M.1259/34.7
30A 140.7
363/d72
6
7224.71-W
2B9/38.0
3&7/64.0
846
232/ 29.3
272/34.3
31.61-N.8
HEIGHT 8 EXPOSURE ADJUSTMENT COEFFICIENTS
FOR BUILDING COMPONENTS & CLADDING
BLDG
EXPOSURE
EXPOSURE
EXPOSURE
16
190
121
IA7
20
1DD
129
1.86
25
1.00
195
1.61
30
1D0
1AO
1.66
3. SHOTCRETE MIX
4. ALL CONCRETE SHALL BE CURED FORA MINIMUM 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 (Fr40 ksi). LAP CONTINOUS BARS FOR TENSION LAP SPLICE
PERACI318, 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 M"M 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 1&-W SPACING, UNLESS OTHERWISE NOTED.
S. 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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GEISLER 818 WEST DUVAL STREET, LAKE CITY, FLORIDA 32055
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RUBENIA BENITEZ
Jobsite: 2260 Rock Road, Fort Pierce, FL
(Mailing: 511 SE 4th Ct Chiefland, FL 32626)
40' x 60' CLOSED POLE
BARN STRUCTURE
STEEL TRUSS CROSS SECTION Za^
NOTES:
RUBENIA BENITEZ 40' x 60' CLOSED POLE E� M
BARN STRUCTURE °
Jobsite: 2260 Rock Road, Fort Pierce, FL ►.�
(Mailing: 511 SE 41h Ct Chiefland, FL 32626) O g
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FL # 9555.5R4
20 x 60 #2 SYP pudins
@ 24x max spacing
Metal
& Soffits
2 -11r dia. carriage thru bolts
w/ nut 6 washer to match
Metal Wall Panels
led vertically
2x6 SYP wd pudlns
@ 24.O.C. with
(2) 3e dedc screws ea. post
2x6 SYP wd purlins
@ 24e O.C. laid flat
8x8 PT WD POST
(ground contact)
Min 3000 psi
concrete
v v 45 X 120 Reber bars
A IF each way (typ)
4' (TYP)
,L `—#5 GRAVEL
24' (11' rock max)
POST & FOOTING SECTION
RUBENIA BENITEZ
Jobsite: 2260 Rock Road, Fort Pierce, FL
(Mailing. 511 SE 4th Ct Chiefland, FL 32626)
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PURLIN CONNECTION SECTION
40' x 60' CLOSED POLE
BARN STRUCTURE
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POST TO TRUSS CONNECTION
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