HomeMy WebLinkAboutConstruction Plansull .. I :_ ►, O
aret Shaw
6308 Drawdy Parkway, Ft Pierce; FL 3495
ULTIMATE WIND SPEED: 150
NOMINAL WIND SPEED: 116
WIND EXPOSURE CATEGORY: C
RISK CATEGORY 1
INTERNAL PRESSURE COEFFICIENT Gcpl= +/- 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 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)
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
30'x48' OPEN
CARPORT
BUILDING COMPONENTS
& CLADDING LOADS
2r MEAN BUILDING HEIGHT=30.0`,EXPOSURE'C'
ROOFANGLE7"TO27^
„
o•
wX
w6
w6
w6
NOMPH
120 MPH
130MPH
140 MPH
1
10
17.01-18.9
1491-0.7
17.61-27.0
20.3/.m3
1
20
11A1-19A
13.6/4"
16.01,27.0
18.6/31A
1
50
10.01-10.0
1191_=
13.9/-20.0
18.11-30.2
2
10
12.5134.7
149/-41.3
17.6/a8A
20.3/d82
2
2
20
50
11A/.11.9
10.01-282
13.6/38.0
119133.6
16.0/44.0
13.81.39A
18b/31.7
16.1/46.7
3
10
126/a1.3
149131.0
17.6/-71.6
203/33.1
3
20
11A/479
mel-67.1
16.0/.679
18.61-77.7
3
50
10.01-43.6
119/L1.0
13.91.80.8
%1/40.6
4
10
21.81-23.6
WNW
30A 133.0
3S.3/382
4
20
20.0/-22.6
24.7/-W.9
29.0/31.0
33.7136.7
4
50
19.61-21.3
23.2/-26A
272/d9.0
31.0134.6
6
10
219/-29.1
289/34.7
30AH0.7
36.3/47.2
5
20
20.81-272
24.7/32A
29.014W
33.7/44.0
6
50
10.61.24.6
232/$9.3
27.2134.3
319/39.0
HEIGHT & EXPOSURE ADJUSTMENT COEFFICIENTS
FOR BUILDING COMPONENTS & CLADDING
SUM
EXPOSURE
EXPOSURE
ED'OSURE
HEOHT
Ir
'a'
v
16
1.00
121
IA7
20
1.00
129
lm
25
1.00
1.36
1.01
30
1.00
IA0
1.66
H Rn
N
Z M
A
0
w °
V w
Z
W4
co R.w
(om
i
I
ULTIMATE COMPRESSIVE STRENGTH @ 28 DAYS 3000 PSI
SLUMP RANGE 4' +/-1'SZON
MAXIMUM AGGREGATE SIZE 1'
EDAIR
DRY WEIENTRAINGHT PER CUBIC FOOT 11 0 #E f I
_ , fhC1_ rOV AD
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 (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 REINFORCEMENT AT CONTROL JOINTS
7. ALL SLABS ON GRADE SHALL HAVE CONSTRUCTION OR CONTROL JOINTS NOT TO EXCEED 1&-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
D
N
Aaron & Ma
aret Shaw
6308 Drawdy Parkway, Ft Pierce, FL 3495
48'-0"
1 nl_O" n''OII +LI-Ow 21-0.
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FOUNDATION PLAN VIEW
SCALE NOTTO SCALE
30'x48' OPEN
CARPORT
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Aaron & Ma
aret Shaw
6308 Drawdy Parkway, Ft Pierce, FL 3495
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POLE BARN CROSS SECTION
ROOF TRUSSES
RAFTER FRAMING PLAN
SCALE NOT TO SCALE
30'x48' OPEN
CARPORT
I R I
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Aaron & Margaret Shaw 30'x48' OPEN H M
CARPORT
6308 Drawdy Parkway, Ft Pierce, FL 34951 Z s
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Z
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rx s• 02 SYP puffins GaIv. ridge cap w (j � z
@ 24• max spacing 3 -1/2• Die. thro boils "
29 a metal roofing arched In guu SW dla hole (typ) � °O
accord with mt. specifications 12 1 1 v J " o
FIL n 9ss5.sR4 4
maws
L 1-1/rx1-1/rx3/180coUartle
attached w/ 2 -112• dia. thro bob
nut & washer g each end
See sheet 2 S 5
for pod & � TYuasdetails
(see sheet 5 6 5)
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Finish grade Finish grade f
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POLE BARN CROSS SECTION fOOQ�
Aaron & Ma
aret Shaw
6308 Drawdy Parkway, Ft Pierce, FL 3495
4'wide x4'x2'
pudin conn
L 1-i/2'x14R'x3/18'
top Chord (bp)
L 1-1/4'xl-1/4'x1/0'
diagonal & vertical chord (typ)
W/ L 1-11C x 14/4' x 1/8' nested
Into & welded (typ)
2 -1/Y dla. cartage thru bobs
wbh nut & washer NO
NOTES:
L 1-1@'x1-1/Yx3/18'
welded to truss (typ)
L 1-1/20x1-1lrx3/18'
bottom chord (typ)
3 -1@' Die. thin bobs
thru 6/8' dia. hole (typ)
L 1-1/Yx1-1/2'x3118'coll
attached w/ 2 -112' dle. thru
nut 8 washer ® each and
STEEL TRUSS CROSS SECTION
1. MATERIALS SHALL CONFORM TO STEELASTM 513
2. ALL STEEL SHALL BE SOKSI IN ACCORD WITH CURRENTAISC MANUAL
3. WELDING ELECTRIODES TYPE E70X0(
4. ALL WELDING SHALL BE IN ACCORD WITH CURRENTAW WA REQUIREMENTS
S.ALL WELDING SHALL BE DONE BYACERTIFIED WELDER.
G. BOLTS SHALL BEASTM 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 ASA RESULT OF
POOR WORKMANSHIP. OR IMPORPER USE, ANDACCEPTS NO RESPONSIBILITY OR
EXERCIESES NO CONTROL WITH REGUARD TO FABRICATION, HANDLING, AND INSTALLATION
OF TRUSSES.
30'x48' OPEN
CARPORT
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a metal roofing attached in
3rd with mft specifications
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Aaron & Ma
ret Shaw
6308 Drawdy Parkway, Ft Pierce, FL 3495
4'wtdax4-x2'9pa
txxra mnroder
L 1-1Wx1-1?x311(r
1cp dad (y'p)
L 1.1/4'x1-1/Px11r
6' 42 SYP pudins ftond a wx6ml dxxd (yp)
40max spacing W/L 1-1/4'x11�M�1µ nesbdnasbd
lbP)
1-1?x1-17x3H6•zt6'
` Irorrx1orzx311 ro
EdOmn dad rW,diMtx!"aea
L 14Wx14lYx3He'J iYP
botbM. dad (to)
L 1-1?x1-Irr
hodaxdtl Etas
3HS L 14?x1-1rZ
112" dia. carriage thru bolts
ut & washer to match1 b 1a
pressure treated
d posts (ground contact)
L 1-12x1-0?x311e'
wxBml efflWdlord
Min 3000 psi
concrete
/.1
V
#5 X 12' Reber bars
^ each way (typ)
�4• (TYP)
�#5GRAVEL
18• ' (1' rock max)
POST & FOOTING SECTION
."F
TRUSS END SECTION
z4��p"nry"Bb
�, ro
Pwidex4'x?•Pda.
PtWM monedor
L 14Wx MW x311W
bP dxxd (y'P)
x3M6'
L 14Wx MW x1R
diponol 6wxtlul dxW (lyp)
W/L 1.1/4'x1-1/4'x11B'n .bd
Ydoawe W(typ)
L 142' x 1-1Wx311W
Soft dad (yp)
4'wldexPx2'9gL
n1 M GLtxadx
TRUSS CENTER SECTION
2'xfi'RSVP
w/2-Atzx3�1lPaeewe effaded �a� w1�4o be madDr
eo
TE dehL1
PURLIN CONNECTION SECTION
30'x48' OPEN
CARPORT
COLLAR TIE SECTION
1w bft
hole (tW)
CENTER RIDGE SECTION
POST TO TRUSS CONNECTION
lcov
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