HomeMy WebLinkAbout24x60 Pole Barn Engineering PlansKim Sparacio
18001 Wagon Wheel Ln, Port St. Lucie, FL 34987
1. ALL CONSTRUCTION SHALL COMPLY WITH 2O20 FLORIDA BUILDING CODE 7th EDITION
ULTIMATE WIND SPEED: 140
NOMINAL WIND SPEED: 101
WIND EXPOSURE CATEGORY: C
RISK CATEGORY 1
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-2018 REQUIREMENTS
2. FASTER REQUIREMENTS: (1) ALL NAILS ARE COMMON GALVANIZED; (2) ALL BOLTS ARE TO BE GALVANIZED STEELAND 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)
2. CONCRETE CONSTRUCTION NOTES:
1. CONCRETE WORK SHALL CONFORM TO "BUILDING CODE REUUIREMENTS 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 C-494. AIR -ENTRAINING ADMIXTURE SHALL CONFORM TO ASTM C-260
CONCRETE MIX
ULTIMATE COMPRESSIVE STRENGTH @ 28 DAYS
3000 PSI
SLUMP RANGE
4" +/- 1"
MAXIMUM AGGREGATE SIZE
1"
ENTRAINED AIR
NONE
DRY WEIGHT PER CUBIC FOOT
150 #
24' x 60' OPEN POLE
STRUCTURE
45'
BUILDING COMPONENTS & CLADDING LOADS
27^ MEAN BUILDING HEIGHT = 30.0', EXPOSURE "C"
ROOF ANGLE 7" TO 27A
7^
O^
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a
vuic
vuic
vuic
vuic
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110 MPH
120 MPH
130 MPH
140 MPH
1
10
12.0 / -19.9
14.9 / -23.7
17.5 / -27.8
20.3 / -32.3
1
20
1 1.4/ -19.4
13.6 / -23.0
16.0 / -27.0
18.5 / -31.4
1
50
10.0 / -18.6
11.9 / -22.2
13.9 / -26.0
16.1 / -30.2
V
0
2
10
1 2.5/ -34.7
14.9 / -41.3
17.5 / -48.4
20.3 / -56.2
�
2
20
11.4 / -31.9
13.6 / -38.0
16.0 / -44.6
18.5 / -51.7
i�
LL
2
50
10.0 / -28.2
11.9 / -33.6
13.9 / -39.4
16.1 / -45.7
O
0
3
10
1 2.5/ -51.3
1 4.9/ -61.0
17.5 / -71.6
20.3 / -83.1
3
20
11.41-47.9
13.6 / -57.1
16.0 / -67.0
18.5 / -77.7
3
50
10.0 / -43.5
11.9 / -51.8
13.9 / -60.8
16.1 / -70.5
4
10
21.8 / -23.6
25.9 / -34.7
30.4 / -33.0
35.3 / -38.2
4
20
20.8 / -22.6
24.7 / -26.9
29.0 / -31.6
33.7 / -36.7
4
50
19.5 / -21.3
23.2 / -25.4
27.2 / -29.8
31.6 / -34.6
5
10
21.8 / -29.1
25.9 / -34.7
30.4 /-40.7
35.3 / -47.2
5
20
20.8 / -27.2
24.7 / -32.4
29.0 / -38.0
33.7 / -44.0
5
50
19.5 / -24.6
23.2 / -29.3
27.2 / -34.3
31.6 / -39.8
HEIGHT & EXPOSURE ADJUSTMENT COEFFICIENTS
FOR BUILDING COMPONENTS & CLADDING
BLDG
EXPOSURE
EXPOSURE
EXPOSURE
HEIGHT
"B"
"C',
"D"
15
1.00
1.21
1.47
20
1.00
1.29
1.55
25
1.00
1.35
1.61
30
1.00
1.40
1.66
SHOTCRETE MIX
ALL CONCRETE SHALL BE CURED FOR A 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
REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 40 (Fy=40 ksi). 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
WELDED WIRE FABRIC (WWF) SHALL CONFORM TO ASTM A185. LAP SHEETS TWO MESH SPACES AND WIRE TIE ADJACENTS SHEETS
TOGETHER SECURELY. CUT ALTERNATE REINFORCEMENT AT CONTROL JOINTS
ALL SLABS ON GRADE SHALL HAVE CONSTRUCTION OR CONTROL JOINTS NOT TO EXCEED 15-0" SPACING, UNLESS OTHERWISE NOTED.
ELECTRICAL CONDUIT AND OTHER PIPES TO BE EMBEDDED IN STRUCTURAL CONCRETE FLOOR SLABS OR WALLS SHALL BE PLACED IN ACCORDANCE
WITH THE REQUIREMENTS OF ACI-318, PARAGRAPH 6.3
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Kim Sparacio
18001 Wagon Wheel Ln, Port St. Lucie, FL 34987
12'-0"
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12'-0"
12'-0"
24' x 60' OPEN POLE
STRUCTURE
12'-0"
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18" round x 48" deep
footing w/ #5 rebar I I
6x6 pressure treated I drilled thru post each way I I I
wood posts (ground contact) I at 4" o.c in bottom of post. I I
Post will be set on 4" bed
of #5 gravel rock.
_ _ _ _ _ _ _ _ _ _ _ _ _ _ T 101 T _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ T 101 T _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ T 101 T _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ T 101 T _ _ _ _ _ _ _ _ _ _ _
FOUNDATION PLAN VIEW
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Kim Sparacio
18001 Wagon Wheel Ln, Port St. Lucie, FL 34987
24' x 60' OPEN POLE
STRUCTURE
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STEEL ROOF TRUSSES
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RAFTER FRAMING PLAN
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for post
Kim Sparacio
18001 Wagon Wheel Ln, Port St. Lucie, FL 34987
POLE BARN CROSS SECTION "8'
24' x 60' OPEN POLE
STRUCTURE
L 1-1/2" x 1-1/2" x 3/16"
top chord (typ)
NOTES:
Kim Sparacio
18001 Wagon Wheel Ln, Port St. Lucie, FL 34987
4" wide x 4" x 2" 14ga.
purlin connector
L 1-1/2" x 1-1/2" x 3/16"
welded to truss (typ)
L 1-1/2" x 1-1/2" x 3/16"
bottom chord (typ)
L 1-1/4" x 1-1/4" x 1/8"
diagonal & vertical chord (typ)
W/ L 1-1/4" x 1-1/4" x 1/8" nested
into & welded (typ)
2 - 1/2" dia. carrage thru bolts
with nut & washer (typ)
3 - 1/2" Dia. thru bolts
thru 5/8" dia. hole (typ)
L 1-1/2" x 1-1/2" x 3/16" collar tie
attached w/ 2 - 1/2" dia. thru bolts
nut & washer @ each end
STEEL TRUSS CROSS SECTION
1. MATERIALS SHALL CONFORM TO STEEL ASTM 513
2. ALL STEEL SHALL BE 50KSI IN ACCORD WITH CURRENT AISC MANUAL.
3. WELDING ELECTRIODES TYPE E70XX
4. ALL WELDING SHALL BE IN ACCORD WITH CURRENT AWWA REQUIREMENTS
5. ALL WELDING SHALL BE DONE BY A CERTIFIED WELDER.
6. BOLTS SHALL BE ASTM A325. w/ NUTS & WASHERS (TYP)
7. WELD STRENGTH 70 KSI MIN.
8. ALL POST SHALL BE PRESSURE TREATED GROUND CONTACT.
9. PRIMING & PAINTING SHALL BE DONE BY TRUSS MANUFACTURER.
10. MIN EDGE DISTANCE FOR BOLTS HOLES SHALL BE 3/4" MIN.
11. MAX TRUSS SPACING SHALL NOT EXCEED 12'-0"
12. THE DESIGNER DISCLAIMS ANY RESPONSIBILITY FOR DAMAGES AS A RESULT OF
POOR WORKMANSHIP, OR IMPORPER USE, AND ACCEPTS NO RESPONSIBILTY OR
EXERCIESES NO CONTROL WITH REGUARD TO FABRICATION, HANDLING, AND INSTALLATION
OF TRUSSES.
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24„ Spaconnector
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24' x 60' OPEN POLE
STRUCTURE
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29ga metal roofing attached in
accord with mfr. specifications
FL # 9555.5R4
2" x 6" #2 PT SYP purlins
@ 24" max spacing
2 - 1/2" dia. carriage thru bolts
w/ nut & washer to match
6x6 pressure treated
wood posts (ground contact)
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18" (1" rock max)
POST & FOOTING SECTION
Kim Sparacio
18001 Wagon Wheel Ln, Port St. Lucie, FL 34987
4" wide x 4" x 2" 14ga.
purlin connector
L 1-1/2" x 1-1/2" x 3/16" 2quSpac°rynacto
top chord (typ) ciry9 (typo 1-1/2" x 1-1/2" x 3/16" x 16"
nested into & welded to
L 1-1/4" x 1-1/4" x 1/8" 1" 1/8"TYP bottom chord for 40ft+ trusses
diagonal & vertical chord (typ)
W/ L 1-1/4" x 1-1/4" x 1/8" nested 1 1/8'.P
into & welded (typ)
3/16" TyP
1-1/2" 3/16"TYp
L 1-1/2" x 1-1/2" x 3/16" TYP
bottom chord (typ)
L 1-1/2" x 1-1/2" x 3/16"
horizontal b
parye°na/web 3/16" L 1-1/2" x 1-1/2" x 3 6"
2q"Spa°nts TYP vertical
10
city
(type 9 16"
TRUSS END SECTION
TYP 3/16" 1" 1/8'. TYP 2qur/iry cOn
1" 1 /8"TYP Spac/o 9 (type 4" wide x 4" x 2" 14ga.
purlin connector
L 1-1/2" x 1-1/2" x 3/16" 1" 1/8" TYP
vertical center chord 1" 1/8" t 1 chord
x 1-1/2" x 3/16"
TYP 3/16" t /��>� top chord (typ)
TYP "/IL L 1-1/4" x 1-1/4" x 1/8"
diagonal & vertical chord (typ)
W/ L 1-1/4" x 1-1/4" x 1/8" nested
0la9oaa/ into & welded (typ)
'Oe24 netpointeb
�tpacin9S 1" 1/8" YP
yp) L 1-1/2" x 1-1/2" x 3/16"
bottom chord (typ)
4" wide x 4" x 2" 14ga.
rat run connector
TRUSS CENTER SECTION
2" x 6" #2 SYP 14ga purlin
2" x 6" #2 SYP
fascia attached connector
purlins attached to connector
w/ 2 - #12 x 3-1/2" screws
w/ 4 - #10 lag screws
11
Truss details
(see sheet 5 & 6)
PURLIN CONNECTION SECTION
24' x 60' OPEN POLE
STRUCTURE
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4" wide x 4" x 2" 14ga.
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rat run connector
L 1-1/4" x 1-1/4" x 1/8"
41"
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diagonal & vertical chord (typ)
W/ L 1-1/4" x 1 x 1/8" nested
into &welded
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(typ)
L 1-1/2" x 1-1/2" x 3/16" collar ti
r/^T/, 1/^�\ cp
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attached w/ 2 - 1/2" dia. thru bolts 3/16"
nut & washer @ each end TYP
COLLAR TIE SECTION
(10
3"
C/L
3"
3 - 1/2" Dia. thru bolts
thru 5/8" dia. hole (typ)
CENTER RIDGE SECTION
2 - 1/2" dia. carrage
bolts (typ)
ressure treated
wood posts (ground contact)
POST TO TRUSS CONNECTION