HomeMy WebLinkAboutSTRUCTURAL PLANSTANDARD RAKE TRIM
(OPTIONAL)
GA. METAL ROOFING
(1)#9x11/2' SIDS W/WASHER Cal
24" O.C. ON ROOF AND 12'
ON FACE
8x8 P.T. POST 48' DEPTH MIN.
SET IN CONCRETE 18' DIA.
39'-0'
I RUJJtJ C9' I L-U" V.G.
A
1 nQ A W) P1 I I III I A Vnl IT
SCALE: 1/8"=1'-0"
36'-0"
12'-0'
TYP.
8x8 P.T. POST 48' DEPTH MIN.
SET IN CONCRETE 18" DIA. (TYP.)
0
I
N
M
O O O
FOUNDATION PLAN
SCALE: 1/8"=1'-0"
2x6 SOUTHERN YELLOW
PINE ROOF @ 24' O.C.
(2)#9x11/2' SCREWS ON EACH SIDE
OF CLIP
WE DETAIL
SCALE: 1 '=1'-0"
11/2"x'
TIE WELD[
METAL TRUSS SEE
SPECIFICATIONS
(1)#9x11/2' SDS W/WASHER
2x6 PURLINS AT 24' O.C.-\ @ EACH HIGH RIB
(1)#9x11/2" WOOD SCREW
W/WASHER TWO PER FLAT
ON LAST SHEET
14 GA. PURLIN CLIP---,,,, -(2)#9x11/2" SCREWS ON EACH SIDE
F CLIP
METAL TRUSS SEE L(3)1/2' HEX BOLTS
SPECIFICATIONS FRAME TO FRAME
RIDGEIL
SCALE: 1'=1'-O'
METAL TRUSS SEE
SPECIFICATIONS
1/4'x11/4"x1/8" TRUSS
30LTED TO EACH TRUSS
TIE @ EACH TRUSS
29 GA. METAL ROOFING
SCALE: 3"=1'-0" 2x6 PURLINS AT 240O.C.
(2) '/2'x9" CARRIAGE BOLTS
8x8 P.T. POST 48' DEPTH MIN.
SET IN CONCRETE 18" DIA.
(4) #5 REBAR x 12' DRILLED —
THROUGH POST IN OPPOSITE
DIRECTIONS AT 12" O.C. ON DEPTH
18' 0 CONCRETE FOOTER
(3) 1/2' HEX BOLT
FRAME TO FRAME
EE TRUSS TIE
CONNECTION
ETAL TRUSS SEE
SPECIFICATIONS
14 GA. PURLIN CLIP
METAL TRUSS SEE
SPECIFICATIONS
(4) #5 REBAR x 12' DRILLED
THROUGH POST IN OPPOSITE
DIRECTIONS AT 12" O.C. ON DEP
STANDARD RIDGE CAP
(1) #9x 1'/2" SDS W/
3HER @ EACH HIGH RIB
L11/4'x11/4'x1/8' TRUSS
TIE BOLTED TO EACH
TRUSS TIE @ EACH TRUSS
32'-0" TO OUTSIDE OF POSTS
THU-SECTION__
SCALE: N.T.S.
(2) #9x1'/2' SCREWS ON EACH
SIDE OF CLIP
12
14
2x6 SOUTHERN YELLOW
PINE ROOF @ 24' O.C.
(2)#9x11/2' SCREWS ON EACH SIDE
OF CLIP
PURLIN CONNECTION
SCALE: 1 "=1'-O'
SCALE: 1/2"=1'-0"
CONCEALED FASTENERS OR AIIACHMFNTS
ARE THE RESPONSIBILITY OF THE
do
SEE POST/FOUNDATION o
DETAIL
SC NNW
®Y r
!$bcl -cz S.1
ST. LVCT•. ••riUi9'v>pi li Off,'
RF'.V�''. c:D FOR Cfi�
RLV! F lA ED BY
DATE 7'lai
PL.AVS AND PERMIT N U BE KEPT ON KY"
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
NOTE:
1. DESIGN CONFORMS WITH 2O17 FBC, 6TH ED.,
MINIMUM DESIGN LOADS FOR BUILDINGS AND
OTHER STRUCTURES FOR 150 MPH WIND
2. BUILDING CATEGORY I
3. EXPOSURE 'C'
4. INTERNAL PRESSURE
COEFFICIENT = 0 OPEN
5. COMPONENTS/CLADDING
ZONE 1 = +/- 30 PSF
ZONE 2 = +30 PSF/- 47 PSF
ZONE 3 = +30 PSF/- 73 PSF
6. STRUCTURAL STEEL GRADE 50 PER RISC
7. BOLTS TO BE A325 MINIMUM
8. 70 KSI WELD STRENGTH
(E70XX OR EQUIVALENT)
9. CONCRETE 3,000 PSI
10. MINIMUM SOIL BEARING PRESSURE
OF 1500 PSF
11. REINFORCING 60,000 PSI.
12. TRUSSES TO BE BY JORDAN TRUSS.
13. TRUSSES TO BE SHOP WELDED
14. ALL WOOD TO BE #2 SP OR EQUIVALENT
BY 15. ALL WOOD IN CONTACT w/ CONCRETE
A'
lw-;0l ' ®m®aao�errrr TO BE P.T.
N.
Robipson, P.E.
No 812 0
s O
F �
a
Wise e0
Florida Registration
No. 81250
FlI.:F COP
li- �rl�lr -t� •- •,r
B
L11/2"x11/2"x3/16"
L 11/4"x 11/4"x 1/8"
L11/2"x 1 1/2"X3/16"
SGCOn1 V
SCALE: 11/2"= l'-0"
3l'-1"
MARK
Al
DESCRIPTION
TOP CHORD L11/2'x11/2'X3/16'
LENGTH
18.27'
NUMBER REQUIRED
2
MATERIAL
A36
A2
BOTTOM CHORD L11/2"xl1/2"X3/16"
16.41'
2
A36
A5
TIE L 11/2"X 11/2"X 1/8"
1 .5'
2
A36
A6
TIE L1 1/4"x 11/4"x1/s"
10,
1
A36
W l
WEB L l 1/400 1/4"x l/8"
1.5'
16
A36
W2
WEB Ll 1/400 1/40x1/8"
1 .25'
2
A36
*FABRICATOR SHALL VERIFY ALL DIMENSIONS PRIOR TO FABRICATING TRUSS
14 GA. PURLIN CI ^
L 1 1/2"
V)
w
m L l i/4"x l 1/4"x 1/8"
0
a
14 GA. RAT RUN
0
L11/2"x111L .-' 1U
SECnON
SCALE: 11/2"=1 °-0"
SCALE: 11/2"= l'-0"
A
)R BEARING
ABLE TRUSS,
0 TRUSS)
1
tt
F oginson, P.E.
e°
Florida Registration
No. 81250
t
. v «. r
LAKELAND, F • -,Ir
SCALE- AS NOTED
IIII
DRAWNDRAWING
CHECKED RR
. • +:
DATE: