HomeMy WebLinkAbout1201 W 25TH ST 03-896 Plans1
fL7f•7���I�C77��Sf•7�ii��T�T7
Ln
m
Revision
APPROVED
AS tlt^Tr
THESE D
SANFORD BtAILDIMG DEPT.
PLANS ARE REVIEWED AND CONDITIONALLY
ACCEPTED FOR PER
CCNSTR'AIT A PERMIT ISTHEWUTO aE Lfc S
UED SHALL ORKD
NOT f,S AU HGRITy T GEED WITH
CANCEL, ALTER
OR O VIOLATE,
PP,OVISIONS Oy THE TECH ET ASIDE Atdv
'SSUANC TECHNIC/,L CODE OF THEPT OR E
TION OF FROMTHERE, TER RE✓GtNT T {E IBUILDING
N ERRORS UIRING
OR OTHER ON ' HE PLANS, '4 CORREC-
VIOLATIONS OF THE CONSTRUCTION
CODES.
CITY OF SANF-ORD-PARKS SOUTH OF 25TH STREET-MCKIBBEN PARK
:
1■ C 501
Scale: JV-
D. SWEET
F
Date: 1012002
:
Job No.
No.
File;
MCKIBBEN PARK
C I T Y O F S A N F O M D
OFFICE CODY
Sheet No.
SITE PLAN
DIMENSIONS AND DETAILS
— 20'6
6'2 1'6 3'10 2'9 6'3
20'6 —�
IFL` @non P�,/ H
SCALE: 1/4" = 1'-0"
SIDEELEVATION
SCALE: 1/4 = 1'-0"
N.T.S.
METAL EHRESHOLD
1-1/2- MIN
METAL DOOR
1:2 SLOPE MAX INTERIOR FLOOR
LEVEL
1/4" MAX
3/4" MAX -
1/8" PER FOOT
MAX. SLOPE
1/2" MAX
vaR[EQ3ao1LD
N.T.S.
DATE BY DESCRIPTION
DATE I BY
(l1 cu
8" SPLIT FACE
20'
I �
INDICATE #5 REBAR $
I VERT. IN FILLED CELL (TYP.) '�.
( 'o
4" THICK CONC. SLAB
0
I (3000) PSI W/6x6 10/10 W.W.F.
AND 6 MIL VISQUEEN
ON TERMITE TREATED, COMPATED
FILL w
2 0
I■
■ I-formeINDICATED 16" Wx20" CONC. (3000 PSI) ' ■
FTG. W/2 #5 REBAR CONT. 0.
h (ASSUME BERA'G 2000 PSF) A
I b� I ■ ■ ■ _ ■ I �I
oOf D. a I
a �o.Ld a I
uj
-----J CL00 I-----�
■ ■ U' ■ ■
6'2 -811 6' 3
2 0'6 ,I
SLAB /FOUNDATION PLAN
SCALE: 1/4" = 1'-0"
Mln 1E1L1EVL vu@H
SCALE: 1/4)) = 1'-0"
J
25 YEAR FIBERGLASS SHINGLES
5/8" PLYWOOD/#15 FELT
ELEC. SERVICE ENT. BOX
8" SPLIT FACE
NAILING SCHEDULE
ROOF
5/8" PLYWOOD
-00
PAINTED
8d NAILS ® 6"
O.C. ® 12" O.C. ® INTERMEDIATE SUPPORTS
END
5/8" PLYWOOD
W/8d NAILS ® 4" 0. C. PNL. EDGES &
STRUCK BLOCK
8" SPLIT FACE
111111-
BRADLEY 250-15 TOWEL DISP.
3
PLASTIC LAMINATE, FULL FLUSH TOILET PARTITIONS
1
HEADRAIL BRACED SIGHT/ URINAL SCREEN
WITH CHROME PLATED ZEMAC HARDWARE -COLOR (GREY)
#5 DOWEL W/25"
GRADE
LAP TYP.
8"
Y Y
20"
12
6"ACI 90
3" COVER
DEG. HOOK
(2)#5 BARS CONT. BOT.
(TYP.)
16"
N.T.S.
METAL EHRESHOLD
1-1/2- MIN
METAL DOOR
1:2 SLOPE MAX INTERIOR FLOOR
LEVEL
1/4" MAX
3/4" MAX -
1/8" PER FOOT
MAX. SLOPE
1/2" MAX
vaR[EQ3ao1LD
N.T.S.
DATE BY DESCRIPTION
DATE I BY
(l1 cu
8" SPLIT FACE
20'
I �
INDICATE #5 REBAR $
I VERT. IN FILLED CELL (TYP.) '�.
( 'o
4" THICK CONC. SLAB
0
I (3000) PSI W/6x6 10/10 W.W.F.
AND 6 MIL VISQUEEN
ON TERMITE TREATED, COMPATED
FILL w
2 0
I■
■ I-formeINDICATED 16" Wx20" CONC. (3000 PSI) ' ■
FTG. W/2 #5 REBAR CONT. 0.
h (ASSUME BERA'G 2000 PSF) A
I b� I ■ ■ ■ _ ■ I �I
oOf D. a I
a �o.Ld a I
uj
-----J CL00 I-----�
■ ■ U' ■ ■
6'2 -811 6' 3
2 0'6 ,I
SLAB /FOUNDATION PLAN
SCALE: 1/4" = 1'-0"
Mln 1E1L1EVL vu@H
SCALE: 1/4)) = 1'-0"
J
25 YEAR FIBERGLASS SHINGLES
5/8" PLYWOOD/#15 FELT
ELEC. SERVICE ENT. BOX
8" SPLIT FACE
Q X
Q z Z
�
o 't o)
"' "' "' TOE
I T,
CLEARANCE
9" MIN 6" MAX
KNEE
CLEARANCE
8" MIN
[-17" MIN
L I lJ I LJ OQ m LJ
N.T.S.
x-17" MIN
CLEARz
FLOOR a
o SPACE
L_
---19" MAX
40" MAX
@LEL IF2 IPIL@@R 3pL @IE3- Lao UrAWAUMU
NAME DATE
DESIGNED D. SWEET 1/2000
BY:
CHECKED
BY: R. WALTER 1/2000
SUPERVISED BY: R. WALTER
N.T.S.
NAILING SCHEDULE
ROOF
5/8" PLYWOOD
W/8d NAILS @ 4" O.C.PNL. EDGES &
)RAWN
8d NAILS ® 6"
O.C. ® 12" O.C. ® INTERMEDIATE SUPPORTS
END
5/8" PLYWOOD
W/8d NAILS ® 4" 0. C. PNL. EDGES &
GABEL
8d NAILS @ 6"
O.C. @ 12" O.C. @ INTERMEDIATE SUPPORTS
Q X
Q z Z
�
o 't o)
"' "' "' TOE
I T,
CLEARANCE
9" MIN 6" MAX
KNEE
CLEARANCE
8" MIN
[-17" MIN
L I lJ I LJ OQ m LJ
N.T.S.
x-17" MIN
CLEARz
FLOOR a
o SPACE
L_
---19" MAX
40" MAX
@LEL IF2 IPIL@@R 3pL @IE3- Lao UrAWAUMU
NAME DATE
DESIGNED D. SWEET 1/2000
BY:
CHECKED
BY: R. WALTER 1/2000
SUPERVISED BY: R. WALTER
N.T.S.
QTY
NAME
4
DATE
)RAWN
D. SWEET
1/2000
BY
3
BRADLEY 505 TISSUE HOLDER
iE
RVy
R. WALTER
1/2000
PRE ENGINEERED ROOF TRUSSES 24" O.C.
GRA WG PNAN
SCALE: 1/4" = 1'-0"
1F1f2@Hu EL IE V&UMH
I5d n,in
12 �}2 mfn I
SCALE: 1/4$% = 1'-0"
- - P"
P �
\ Q Q
�B�LS VL`J CRl��
CpmDD
c',t ffl��(Aft
N.T.S.
38 won
9s 116
mmmm
L7
floor.
sha,c-c
Clear Floor Spice
�t Water Closet
N.T.S.
CITY OF SANFORD, FLORIDA
DEPARTMENT OF ENGINEERING AND PLANNING
■
SIMPSON HETA 20
W/12 -10d x 1 1/2"
NAILS ® EA. TRUSS
2"x4" CONT.
NOTE, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS FOR HIS USE IN
CONSTRUCTION OF THIS PROJECT.
THE CITY OF SANFORD DOES NOT ASSUME ANY RESPONSIBILITY
OR LIABILITY FOR ERRORS AND OMISSIONS.
SHINGLES/FELT
12 5/8" H' CLIPPED PLYWOOD
6 PRE-ENGINEERED J I 4" VTR
WD. SCISSOR TRUSS (WHERE SHOWN) J�
PERFORATED ALUM. -J
SOFFIT (VENTED) COLOR SHALL
MATCH BLDG. TRIM
8" SPLIT FACE
:e�:��»
FILLED KNOCKOUT
BLOCK W/#5 BAR
CON T.
STRIKE INTERIOR
CONC. BLOCK
#5 REBAR IN
FILLED CELL
AS REQUIRED
IN PLAN
TYPICAL WALL SECTION
N.T.S.
TRUSS PROFILE
N.T.S.
3@ NAM
TS mom I
W
@IMUD o &TO f� W08T @0@058ft
N.T.S.
TRUSS PROFILE
N.T.S.
12 mm 4I01116ADEL"
Son= �
ffoaor�
g
5R Q IS
Q Q
�odc�
IFUMUNEE WMI DUILCE
QTY
DESCRIPTION
4
WHITE 21x18 KINGSTON 4 CC VC LAV
3
WHITE KINGSTON LT WM BOWL
1
WHITE BARDON LT VC URINAL
3
BRADLEY 505 TISSUE HOLDER
5
BRADLEY 8120-00136 GRAB BAR
2
BRADLEY 250-15 TOWEL DISP.
3
PLASTIC LAMINATE, FULL FLUSH TOILET PARTITIONS
1
HEADRAIL BRACED SIGHT/ URINAL SCREEN
WITH CHROME PLATED ZEMAC HARDWARE -COLOR (GREY)
N.T.S.
DOOQ �C�C�]CDUdC
QTY DESCRIPTION
EXTERIOR STEEL DOORS
3 USH PLATE, WRAP
WOUND EDGES W/SCHLAGE
LOCKS, ALL KEYED THE SAME.
(2) 3'-0" DOORS W/HARDWARE
(1) 2'-0" DOOR W/HARDWARE
4"
2 / 2" /
/ / 1 /2„
i
1 / / 2„
i
2» I I TO SEWER LINE
2"
II
4" LV -1 WCl 1
3"
LV -3
FD -1 1 UR -1
L I WC -2
FCO
LV -3
LV -2
2"
3"
WC -3
FD -2
LV -4
4"
SAN. SEWER RISER DIAGRAM
1/2"
-ELB
3/4" 1
LV -1
WC1
WATER RISER DIAGRAM
N.T.S.
FINIS SCHEDULE
EXTERNAL -8" SPLIT BLOCK -SEALED -STRUCK
EXTERNAL WOOD -PAINTED
INTERIOR BLOCK-EPDXY PAINT
FLOOR -SMOOTH TROWEL SEALED CONCRETE
GENERAL NOTES
Proposed Park Restroom
At Mckibben Park
SANFORD FLORIDA
3/4"
'C-2
SHEET
1 OF 2