HomeMy WebLinkAboutbuilding plans33'-0"
STANDARD RIDGE CAP
0%oqoaqu
SCALE: 1/8"=1 '-0"
(4) #5 REBAR x 12' DRILLED —
THROUGH POST IN OPPOSITE
DIRECTIONS AT 12' O.C. ON DEPTH
STANDARD RAKE TRIM
(OPTIONAL)
(1)#9x11/2" SDS W/WASHER
24' O.C. ON ROOF AND 12'
ON FACE
6x6 P.T. POST 48' DEPTH MIN.
SET IN CONCRETE 18' DIA,
--S 0 10'-0" O.C.
11/2"x 1
TIE WELDS
6x6 P.T. POST, FASTEN
w/ SIMPSON CB66 POST BASE
GRADE
18' 0 CONC. FOOTER
29 GA, METAL ROOFING, ROOF PANELS
ATTACHMENT, #9x11/2" SCREW PER FLAT
IN FIELD, TWO PER FLAT ON LEADING EDGES
— 2x6 SOUTHERN YELLOW
PINE ROOF @ 24" O.C.
(2)#9x11/2" SCREWS ON EACH SIDE
OF CLIP
METAL TRUSS SEE
SPECIFICATIONS
RAKE IL
SCALE: 1 '=1 '-O'
SCALE: 3"=1'-0"
METAL TRUSS SEE
SPECIFICATIONS
1/4"x11/4"x1/8" TRUSS
BOLTED TO EACH TRUSS
TIE 0 EACH TRUSS
29 GA. METAL ROOFING, ROOF PANELS
ATTACHMENT, #9x11/2" SCREW PER FLAT-\
IN FIELD, TWO PER FLAT ON LEADING EDGES
2x6 PURLINS AT 24'0.C.
(1ST 3 ® 12" O.C.)
POST/FOUNDATION DETAIL
SCALE: 1/2"=1'-0'
(2) 1/2"x7" CARRIAGE BOLTS
30'-0"
10'-0"
TYP.
6x6 P.T. POST 48' DEPTH MIN.
RETE 18" DIA. SET IN CONC
O O O
GRADE
vt 6x6 P.T. POST 48" DEPTH %MIN
c~n SET IN CONCRETE 18' DIA. (TYP.) (4) #5 REBAR x 12' DRILLED
0 THROUGH POST IN OPPOSITE
DIRECTIONS AT 12" O.C. ON DEPTH
u
0
0 18" 0 CONCRETE FOOTER
z
O
m
FOU
i
m
N
O O O V
NDAMON PLAN
SCALE: 1/8'=1'-0'
BY.
29 GA. METAL ROOFING, ROOF PANELS
ATTACHMENT, #9x11/2" SCREW PER FLAT —
IN FIELD, TWO PER FLAT ON LEADING EDGES
2x6 PURLINS AT 24' O.C.-
14 GA. PURLIN CLIP
OCT 2 9 29`W1
STANDARD RIDGE CAP
METAL TRUSS SEE
SPECIFICATIONS
(3) 1/2" HEX BOLTS ' (1) #9x11/2" SDS W/
FRAME TO FRAME /-WASHER ® EACH HIGH RIB
%'SEE TRUSS TIE
CONNECTION
ETAL TRUSS SEE
SPECIFICATIONS
ME MIN I • l
L11/4'x11/4"xt/8" TRUSS
TIE BOLTED TO EACH
TRUSS TIE @ EACH TRUSS
29'-1" TO INSIDE OF POSTS
THRU-SEC110N A
SCALE: N.T.S.
(1)#9x11/2' SDS W/WASHER
0 EACH HIGH RIB
(3)1/2" HEX BOLTS
FRAME TO FRAME
RIDGE DETAIL
SCALE: 1'=1'-0"
(1)#9x11/2" WOOD SCREW
W/WASHER TWO PER FLAT
ON LAST SHEET
14 GA. PURLIN CLIP
(2) #9x11/2" SCREWS ON EACH
SIDE OF CLIP
METAL TRUSS SEE
SPECIFICATIONS
THESE PLANS, IDEAS, & CONCEPTS CONTAINED HEREIN, INCLUDING DIGITAL INFORMATION
ARE THE PROPERTY OF STRUCTURAL ENGINEERING, INC. AND ARE NOT TO TO 9E COPIED,
REPRODUCED, MODIFIED OR CHANGED IN ANY FORM OR MANNER WITHOUT WRITTEN
PERMISSION OF STRUCTURAL ENGINEERING, INC. UNAUTHORIZED CHANGES TO THESE
DRAWINGS AND WORK NOT DESCRIBED BY THESE DRAWINGS ARE NOT COVERED BY THE
ENGINEER CERTIFICATION. VIOLATION OF THE COPYRIGHT LAWS MAY RESULT IN LEGAL
ACTION.
THESE PLANS ARE ISSUED FOR A SINGLE PROJECT UTILIZING
TRUSSES MANUFACTURED BY JORDAN TRUSS.
(2)#9x11/2" SCREWS ON EACH SIDE
OF CLIP
r— 29 GA. METAL ROOFING, ROOF PANELS
ATTACHMENT, #901/2' SCREW PER FLAT
IN FIELD, TWO PER FLAT ON LEADING EDGES
2x6 SOUTHERN YELLOW
PINE ROOF @ 24' O.C.
(2)#901/2' SCREWS ON EACH SIDE
OF CLIP
PURLIN CONNEC110NZ lv? -off �y
REVIEWED FOR
SCALE: 1'=1'-0' ;ODE COMPLIANCE
ST. LUCIE COUNTY
13OCC
METAL ROOFING - #FL 9555.5-R5
ENGINEER OF RECORD, SPENCER N. ROBINSON, HAS
CERTIFIED THAT IT IS STRUCTURALLY ACCEPTABLE TO
INSTALL METAL ROOFING DIRECTLY ON 2x6 PURLINS.
+0
1.
DESIGN CONFORMS WITH 2O20 FBC, 7TH ED.,
MINIMUM DESIGN LOADS FOR BUILDINGS AND
i
OTHER STRUCTURES FOR 160 MPH WIND
2.
BUILDING CATEGORY II
3.
EXPOSURE 'B'
4.
INTERNAL PRESSURE
COEFFICIENT = 0 OPEN
5.
COMPONENTS/CLADDING
ZONE 1 = +/- 30 PSF
ZONE 2 = +30 PSF/- 49 PSF
ZONE 3 = +30 PSF/- 83 PSF
6.
STRUCTURAL STEEL GRADE 50 PER AISC
7.
BOLTS TO BE A325 MINIMUM
)N ®
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
15.
ALL E
ACT /AS®
10'.
TO WINOG®SI02070T
�"%%�;G�a,N..... 16.
DRAF?O
SERVE TRUSS
�Qlp.•��GENSF•?PU";
y
ENGINEERING
• No 81250• 2 '
o
Spenc*r N. Robinson,
-
P.E.
STRUCTURAL ENGINEERING, INII
33..
4r
STATE OF
921 SHADOW DR., SM. 3
,���i
. x :
,
LAKELAND, FLOPoDA 33809
S • . • • • C?��
(863) MS-9541
SCALE AS NOTED
RAY LEWANDOWSKI
7806 PACIFIC AVENUE
FT. PIERCE, R..
Florida Registration
DRAWN BY: SR
DRAWING NUMBER
N
No. 81250
CHECKED-221
S-01
9-22
do'
TRUSS IS SYMMETRICAL
ABOUT CENTERLINE
14'-61/2"
29'-1 '
SCALE: N.T.S.
MARK
Al
DESCRIPTION
TOP CHORD L11/2"x11/2"x3/16"
LENGTH
16.83,
NUMBER REQUIRED
2
MATERIAL
A36
A2
BOTTOM CHORD L11/2"xl1/2'x3/16"
14.9892'
2
A36
A5
TIE L11/4"x 11/4'x 1/8'
10'-0'
1
A36
A6
TIE L11/4'x11/4"x1/a"
l'-6"
2
A36
4V1
WEB L11/4'xl 1/4"x1/8"
l'-6"
28
A36
W2
WEB L11/4"x 11/4"x 1/8"
1 '-3"
4
A36
*FABRICATOR SHALL VERIFY ALL DIMENSIONS PRIOR TO FABRICATING TRUSS
C
2x6 VERTICAL FASTENED w/
1/2" THRU BOLTS TO TRUSS
TOP & BOTTOM CHORDS%��
2x6 KICKER FASTENED TO
GABLE BOTTOM 2x6 w/
(2) #10 WOOD SCREWS
KICKER AT 45 DEG. ANGLE
FASTEN TO PURLIN w/
(2) #10 WOOD SCREWS
10'-0" MAX. SPACING FOR KICKERS
SCALE: 1/4"=1 '-0'
SCALE: 1/8'=l'-O'
2x4 FASTENED w/ (2) #10 WOOD SCREWS
TO VERTICAL 2x6
2x6 HORIZONTAL FASTENED w/
(2) #C10 AL WOOD SCREWS TO
VER
2x6 KICKER FASTENED TO
GABLE BOTTOM FRAMING w/ (2)
#10 WOOD SCREWS. KICKER AT
45 DEG. ANGLE. FASTEN TO PURLIN
w/ (2) #10 WOOD SCREWS.
10'-0' MAX. SPACING FOR KICKERS
SECTION
SCALE: 1 '=1'-0"
2x6 PURLIN
2x4 NAILER FASTENED TO VERTICAL
Z) w/ (2) #10 WOOD SCREWS
r
TRUSS BRACE 2x6 VERTICAL FASTENED TO
RECEIVER �\ ® TRUSS w/ 1/2' THRU BOLTS
- 2x6 HORIZONTAL (2 PLACES),
FASTEND w/ (2) #10 WOOD SCREWS
29 GA. METAL SIDING
B
L2'x2"x3/16
L1 1/2"x 1 1/2"x3/18"
L1 1/4"x 1 1/4"x1/8'
L2"x2'x3/16"/
L 1 1/2'x 1 1/2"x3/16'
SEC 1 1®N g
SCALE: 11/2'=1'-0'
14 GA. PURLIN C' "
L2'x2'x
L11/2'x
L11/4"x 11/4"x 1/s`
14 GA. RAT RUN
L2'x2'x3/
L11/2"xl1,_
SECTION g
SCALE: 11/2'=1'-0'
SCALE: 11/2'=1 '-0"
jR BEARING
ABLE TRUSS,
N.
.......
,E . S�e�1 o'�,
Q L g •aPO.
y' No 81250
a SpenAer N. R71
0. STATE OF 4
T _ A, �.
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
iSTRUCTURAL ENGINEERING, INC.
921 D•
LAKELAND FLORIDA 338M
m (863)815-9541
SCALE. AS
NOTED
RAY LEWANDOWSKI
7806 PACIFIC AVENUE
FT. FIERCE, FL
Florida Registration
DRAWN BY:
SR
DRAWM NUMBER REVISION
CHECKED:
R
S-02
No. 81250
DATE: 7-8-
21