HomeMy WebLinkAboutREVISION01/2612012 69:27 7724621148 .
ST LUCIE COUNTY PAGE 01/ 1
aMCE usF, oNEY: SCAW V
�,
nATE f,FO: y .RECEw' a
�"STON FEE: L
g ,VING & CODE REGTTA.ATYi N DIi S1
NTY
Imo VatGIIQIA. AVEN"
(772) 462-15",
AFMCArnON FOIL g�DING ,TV
s'
PROJE ,D lriATIC1N
LOCATIONISTn
AVIDRESS:
2. DETAILED DESCWo?q OF PROJECT
REVOIONS:
G
3. CONTDA R NFORMA'DON: ST . IMM COS CERT- #t
STATE cef FL C#EGJCERT.. : �n
BUSS ' S NAAM: c�
QUALWMRS 1'4AW.
ADDRESS- X
FA
PHONE
X:
NANX' ZIP:
5. A1tCSMCTjXNGr&ER 1N RMATION; j(
v ` r
SS: STAJM-.CrM i�z
FAX: �--
PgoNE i(,BAY'iDMW)•
b.
r
SLCCC: 9123109
►��a�n�1:a,� JAB 2 0
2012
VL
pyPERM
St. Lucie r,r.;
ru
c L
O1,C �CN�
i i L
C N
C:n, N O
3
Mn0
UC0-0.--
D_QO-pL C�
m=03a�
°�M oa,--ca0i
N
O
='O@O.UCUL0
E "O U 47 C
� 0 .O ru
LL V
CLn
e�
���
OL �'N O L U
C— U O L u w
CO
a
N �-' w- L Ln
O7N v O O C C U
CCLU OVL
OL� ULa
®
u
C OL N C
A
O� O
U
LL TL O.
O N L
Q -C 3 R-O fu
■
Ou
H
O N
M 0)
N M (3)
00
M N
00 n
O I1% 00 00
4-J
® rN N N
V
l0'-4 N N
Q O� r,. r,
Q Q �✓.s
IZ—
V
L-
_
Q
ra
a n
c aj o'
O -v
L c L-
(n
U OEM
ILL
ZwO
J N L-
O N �
V
U cn cn
Q
— \�
CL
m
O
N
01
Q
L_
1
U
y
N
ru
^I
ro
U
o0C
�rn
()
•�
V ro
fu
- 4-J o t�O
V)
Q �M
(�
4-J
Q
fu
Rev.
Date
2
19-Jan-12
Field Revisions
Proj
11-0470
No.
Status
Final
Issue
31-Oct-11
Date
Sheet
i
A2m
Gazebo
Plans &
Elevations
A
CONC SLAB
FIN FLR
FIN GR 10 x' �
3" MIN. COV. MI
@BEARING
FOOTER
SCALE: 1/2" 1'-0"
5/8" THICK
CAP PLATE W/(3)
3/4"0 X 6" NELSON
HEADED STUDS
FIN GR o
D
71
Ct
OF COL.
4"
I 11/4"
16-0"
(OVERALL)
15'-4"
1/4' !AW-CUT
1' MIL. DEPTH CONC. SLAB
(lYP•.
—.— .—x—„—x—.—
=,\'"J-CUT JOINT DETAIL
e _--LE: 1/2" = 1'-0''
XTX12"MIN CONC.
1
S1.1
— — r
0'-0" SLAB ELEV.
=TG W/(4) #5 EA. WAY
BOTTOM.
� "YP. 4 CORNERS)
Cj-
i" CONCRETE SLAB — -
Vv/ 6X6 V 1.4XW 1.4 t_
WWF OVER 6 MIL
VAPOR BIARRIER ON
r COMPACTED FILL
15 -4
16'-0"
(OVERAI
MIN HSS 6X6X3/8"
STEEL COL.
WRAP COL. W/30#
ASPHALT PAPER
CONC SLAB
_ H I
I tFi —1
UJ
HSS 6X6X3/8"
STEEL COL.
_ (TYP. 4 CORNERS) Q
2
N
SCALE 1 _= 1'-0"
8" 4"
qto J CI co
-ATE DETAIL
I I 1/2"
5/8" X 12" X 12"
BASE PLATE W/(4)
3/4" 0 A36 ANCHOR BOL__ �
,.
1" NON -SHRINK
• r ��.•:: :' 6,000 PSI GROUT o e
3' 0 1/4"
SQUARE FTG.
_--�= PLATE DE-aIL
3 COL. FTG DETAIL
0 20 sqft -
+ 13.4/-34.4 + 13.4/-73.8
50 sqft -
+ 12.3/-33.2
100 sqft
- + 11.4/-32.2
Q 20 sqft -
+13.4/-52.9
50 sqft -
+ 12.3/-44.5
100 sqft
- + 11.4/-38.2
0 I
0
0 0 0 0
0
_I (D I
WIND LOADING DIAGRAM
U
H
H F_ N
Fes-
U
CJ1
--
--
-------- --
--
CJ1
I
I
CJ3
I
CJ3
CJ3RIDGE
r
CJ3
CJ3
B-1
I
I
C31
I
—
—
I C31
U
N
F—
N N N N
f— F— H
f—
U
FRAMING PLAN
SCALE : NTS
- - - N
SCALE: 1/4" = 1'-0"
GENERAL NOTES: FOUNDATION PLAN
1. C DNCRETE
a. 5hall be Class 1.
b. shall meet 5" Slump Test.
c. 3hall meet 3000 psi compressive
strength after 28-day cure.
d. Sracle floor slab for drainage.
e. inish concrete with single trowel.
f. looting design based on soil bearing
apacity of 2500 psf
2. R INFORCING
a. shall meet ASTM standards for 60 Grade.
b. vertical reinforcing shall be 3/4" from
asonry.
c. tertical reinforcing shall extend from
ooting through pre -cast lintels.
d. horizontal reinforcing shall be cont. for
re -cast lintels over openings.
d. horizontal reinforcing lapping shall
min. 22".
e. protect for reinforcing:
loor slab: 3/4" min. cover from top
1-1/2" min. cover from bottom
ooting: 3" min. cover
allS. 1-1/2" min. cover
eams: 1-1/2" min. cover
2a. Alternate for wire mesh:
Fiber mesh made of synthetic fiber manufacturer
per ACI 544.IR-82. Fibers shall be a certified suitable
replacement for welded wire fabric per SSTD 10-93.
3. CONCRETE MASONRY UNIT
a. shall be meet ASTM C 90.
b. shall load bearing concrete masonry units.
c. shall meet 3000 psi compressive
strength after 28-day cure.
d. Grade floor slab for drainage.
e. Finish concrete with single trowel.
See Finish Schedule for floor finishes.
4. MORTAR
a. shall meet ASTM C 270 standards.
b. shall be type M.
c. joint type shall be concave.
5. GROUT
a, shall meet ASTM C 476 standards.
b. shall have a min. 2000 psi compressive strength.
c, shall meet 8" -10" slump test.
5. SOIL BEARING CAPACITY
a. shall meet 2500 psf.
CONNECTOR
SCHEDULE
TRUSS
ID
U
LIFTL
D
HORZ.LOAD
CONNECTION
DESCRIPTION
CONNECTOR
MANUFACTURER
CONNECTOR
MODEL NO.
CONNECTOR
QUANT. PER CONN,
CONNECTOR
QUANT. ATTACHMENT
NOTES:
C31
750
250
TO CONC. TIE BEAM
SIMPSON
META-24
1
12
10dxl-1/2 NAILS
1,2
CJ3
750
250
TO CONC. TIE BEAM
SIMPSON
META-24
1
12
10dxl-1/2 NAILS
1,2
T1
900
350
TO CONC. TIE BEAM
SIMPSON
META-24
1 @ EACH END
12
10dxl-1/2 NAILS
1,2
T2
900
350
TO CONC. TIE BEAM
SIMPSON
META-24
1 @ EACH END
12
10dxl-1/2 NAILS
1,2
NOTES:
1. Simpson CDnnectois
2. Truss to ti
3. Provide fil
4. -
5.
uss conr
ed cells
shall be attached per manufacturers standards. Verify with manufacturer prior to installation.
ections by truss manufacturer.
it all girder truss locations
BE M//NTEL SCHEDULE
BEAM
LO
ATION TYPE OF BEAM/ TOP OF BEAM/ SIZE REINFORCEMENT OTHER NOTES:
ID
LINTEL LINTEL (A.F.F.) (H x D x W) TOP I MIDDLE BOTTOM REINFORCEMENT
ZEBO CONC. BEAM 9'-0" — 8X12 (2) #5 (2) #5 #3 STIRRUPS @ 24" O.C. 1, 2, 3,4
B-1
G
NOTES:
1. Refer to
all sectic
ns and building sections for more details.
2. Refer to F
oor Plan
& Roof Plan for information on door and window details.
3. Stirrups s
iall be I
ated at the end of each beam and each turn of reinforcement. Any beam exceeding 4'-0", stirrups shall occur every 4'-0" o.c.
4. Reinforcin
of con
rete tie beam shall be continuous. All splices shall be minimum of 22 inches. See reinforcement notes sheet S1.1.
5. Concrete
or tie b
m and lintels shall have a compressive strength 3000 psi at 28 aays. See concrete notes Sheet S1.1.
T
5/8" STRUCT. PLYWOOD EDGE
NAIL 8d RING SHANK NAILS
Oa 6" o.c. ON INTERIOR EDGES
•
(•I
NAIL 8d RING SHANK NAILS
A 6" o.c. AT INTERMEDIATE
BRACING
I.
•
5/8" THK EXT.
101
-4
PLYWOOD SHEATHING
I
.
W/ PEEL & STICK ROOF CND LAYMENT
•)
•
•I
INSTLL AS PER
I I
SPECI ICATIONSMAN'J�ACTUEj
D
I F
EDGEF WALL
LOW I .I
I •I
I•
I
•
II
ROQOO4 ]o.c. •I
•
. . . . . .
. . . • • . .
. . . . . . .
EDGE OF ROOF
NAIL 8d RING SHANK NAILS
@ OVER HANG
_a 4" o.c. AT ALL EDGES
ROOF PLYWOOD SHEATHING NAILING PATTERN
I SCALE: 1" = V-0"
?' ESE FLANS AND ALLCORROSED DISC
ARE SUEJECT TO ANY
')EQUVD BY FIELD INSPECTORSTR T"
,1AY BE NECESSARY K
"Pr'Apjv `'dJTH All APPLICABLE CODES'
01L 7 L u7 .1
C tl1C���O
@ L O
7 ° (/)
aaor�Y c+
2 Ea�i3°�c
0 N�NUC �i-C
E�o-Eu@ u
4--J
� (u
0 '2' L3 C
"O�L TN OL�
�n0 (nC)L VUi=c
01�v°°CCU
0 _12
® ros0.cU)
U i i i U N a.L
QL �a-03f07i
,-s u
O
o t"_J
cYI 0)
M n 00
00
o n 0000 0000
4-J
® (N tV cV
U
�0 fV N
N 0)
�
Q
U
L
Qfu
a n
0
(7) m
fu
a, ,
0 ��
L
ro t c
O u-
ZLU®
0
1—
E i Ln N
L
ru
E,;;;m�'
U
0— (V n 4_5
U Zr-1(n(n
Li
1
,
m
L
m
�_
4
JI
o
iI
u
0
NW
(0
(
V
Q�
fa
U
0o
C
�rn
�
�rn
L_ M
.�
nW
U fu
L L - O
•�
W
fu
_C_ 4-J0tQO
Lh C:
Q
o U
-�
z .-.
ui
rn E N
4�
L f
0 Ln o-
Rev. #
Date
1
12-Dec-11
Bldg Dept Comments
2
19-Jan-12
Field Revisions
Proj
11-0470
No.
Status
Final
Issue
31-Oct-11
Date
Sheet
Simi
Foundation
& Framing
Plans