HomeMy WebLinkAbout305 Mangoustine Ave 03-1912 Remodel9
(1) #5 REBAR
REBAR
4° O.C.
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/0 165'
5' 71,w 18' 24' 20' 4, '-4" 52' 35'
� bpi/ding
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SITE DATA:
PROJECT ZONING: RMOI
PARCEL ID# 25-19-30-5AG-OX00-006A
PARCEL ID# 25-19-30-5AG-OXOO-00613
S/TE' T/O/V
�GGROVEO ey Gify of Sc�nfor-d, 0�1.9-01
ACREAGE TABULATION:
Total Site Area: 45,210 5q.Ft. = 1.038 Acres
Area Dedicated by R./w 1,360 Sq. Ft.= 0.031 Acres
Drainage Basin 43,050 Sq. Ft.=1.069 Acres
Building: 4,512 Sq.Ft. = 10.0 961
Other Impervious 24,570 Sq.Ft. = 54.3 961
Total Impervious Area: 29,082 Sq.Ft. = 64.3 %
(Landscape/GreepArea)
Retention Areas 5,687 Sq. Ft. = 12.6 116
Green Areas 10,441 Sq. Ft. = 23.1 %
Total Pervious Area: 10,128 Sq.Ft = 35.7 Flo
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By.
Sanford Fim P'r ,vention tiy.
Date; �� 0
�1Gp,201/EO S/TE //VFOR/`7� T/O/V
A,, Z,OVEI7 By city ofSanfoi-c% 0.�1�-07
PARKING CALCULATIONS:
REV. # DATE
BY-
1 11/01/01
KJS
2 04/24/02
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ACREAGE TABULATION:
Total Site Area: 45,210 Sq.Ft. = 1.038 Acres
Area Dedicated by R./w 1,300 Sq. Ft.= 0.031 Acres
Drainage Basin
43,650 Sq. Ft.=1.069 Acres
Building:
5,535 Sq.Ft. =
12.2 %
Other Impervious
25,750 Sq.Ft. =
57.0 %
Total Impervious Arco:
31,291 Sq.Ft. =
69.2
(Landscape/GreepArea)
Retention Areas
5,687 Sq. Ft. =
12.6
Green Areas
8,232 Sq. Ft. ®
18-2 5v
Total Pervious Area:
13,919 Sq.Ft =
30.8
�E1//SEGO S/TE //VFORi`'/,g T/O/V
PARKING CALCULATIONS
Parking Required:
Sq.Ft. Spaces
Parking Required:
Sq.Ft. Spaces
lP
O Medical Office Building:
Medical Office Buiiuing:
1 Space per 200 S.F. of Building Area
9,024 Sq.Ft-. 45.1 Space
1 Space per 200 S.F. of Building Area
9,624 Sq.Ft. 48.1 Spaces
.3 Doctors x 3 Spaces Each =
9 Space
3 Doctors x 3.Spaces Each =
9 Spaces
Total Required Parking:
54 Spaces
Total Requirad Pcar king:
57 Spaces
PARKING PROVIDED:
PARKING PRO'v`iDED:
Standard 10' x 20' Parking Stall:
50 Space
Standard 10' x 2r ' Parking Stall:
57 Spaces
Handicap 12' x 20' Parkin Stall:
3 Space
Handicap 12' x 20 Barking Stall:
3 Spaces
Total Parking Provided:
53 Spaces
Total Parking Pr'o`✓ided:
60 Spaces
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Existing Main Disconnect, with 400
A. Meter Base connected
by 12"x 12" metal trough. Panel Box
Disconnect to service lower unit,
with 42 circuit interior 3 phase panel
box, 120/208 v..
Existing location of Main
Disconnects and meter bases.
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= 20 Amp, 110v Switch
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= 20 Amp, 110v Switch 3 Way
= Telephone Outlet
= Computer Outlet
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110v Duplex receptacle Water proof
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110v Duplex receptacle
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110v Quad receptacle
=
r I.H. recessed Light Fixture
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400w Metal Halide Light Fixture
with 300 watt Quartz restrike Lamp
-�- =400w
Metal Halide Light Fixture
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220v Duplex receptacle
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Emergency Light with Battery pack
=
Exit and Emergency Light with Battery Dock
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Flourescent Light 3 Tube with Parabolic Lense
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Flourescent Light with Parabolic Lense
Em. Fluor. Lt. =
Emergency Flourescent Light
Track Light
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Exit Sign
Exit Lt.
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Fan Vent with Light
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Fan Vent
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Central Vac Outlet
VAC
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Wall Sconse
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H.V.A.C. register
=
H.V.A.C. rag
Phone Bd. =
phone Board
Computer Board =
Computer Board
Elevation
STRUCTURAL STEEL
MANUFACTURER HAS
DESIGNED THE PURLINS
TO AGGOMODATE THE
DEAD LOAD OF EACH
AIR HANDLER.
RETURN AIR DUCT
(SEE PLAN)
BLOWER/EW
COIL UNIT
3/8" THREADED RODS ATTACHED TO CHANNEL
SUPPORTS AT AIR HANDLER. 1/2" HOLE DRILLED
THRU BOTTOM OF PUP-LIN WITH 1" FLAT
WASHER, LOCK WASHER 4,: NUT ATTACHED
TO EACH HANGER ROD SUPPORT. (TYP.)
FIRESTAT AS REQUIRED
BY LOCAL JURISDICTION
TOR CONDENSING UNIT ON GRADE
FILTER REMOVAL SPACE
SEE REFLECT. CL'G PLAN
SHUTOFF
VALVES
cc
SUPPLY AIR DUCT_
(SEE PDAN)
CHANNEL SUPPORTS
UNDER ENTIRE UNIT
TRAPPED GONDENSATEE
AUXILARY DRAIN PAN WITH
DRAIN. DRIP ON GRADE _
FLOAT SWITCH, PAN TO
OR INTO DRYWELL. 3/4'
BE 2" DEEP AND 2" LARGER
MINIMUM OR AS NOTED
THAN UNIT ON ALL UNIT SIDES
4" THICK CONCRETE PAD
4" LARGER THAN UNIT
ONALL SIDES
V \\_5ERVICE VALVES W/
CHARGING FITTINGS
REFRIGERANT PASSAGE THRU EXTERIOR
LINES. HANG FROM WALL. SEAL WEATHER
STRUCTURE ABOVE AND INSECT TIGHT.
H.V.A,C,. IN57ALLATION DETAIL
Elevation
. Handicap Bathroom
4" Conduits
(2) Sets of 4-600 MGM Cu.,
in 4" Conduit to Transformer.
New Undergound Service
12"x12" xG"
I;--'
800 A.
Disc.
PRESSURE $ TEMPERATURE
RELIEF $ VALVE
MIN 6" HIGH HEAT TRAP
GAPPED STUB -OUTS
FOR FUTURE SOLAR
COLLECTOR / ENERGY
RECOVERY SYSTEM
(TYPICAL.)
DRAIN
SEPARATE BOTTOM
OF E.W.G. FROM
DRAIN PAN
2" MIN. Fr
PROVIDE STRUCTURAL
SUPPORT FOR INSTALLATION
ABOVE DROP CEILING
AUTOMATIC
VACUUM
THERMAL
BREAKER
EXPANSION
VALVE
CONTROL
DEVICE - PER
S.B.G. - (313.2.1
1994 EDITION
G.W. SUPPL
HOT WATER
C� ( TO FIXTURES
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E.H.W.
OVERFLOW
2" MIN PAN
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1/2" MAX
6" MIN
3/4' MIN. E.W.H. PAN DRAIN
ire Way TroughH 12"xi<& Wire Way Trough
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200 A
400 A
30 MGB
Disc.
Panel
Suite 20
GENERAL NOTES:
RAT RELIEF AND
OVERFLOW PAN
DRAIN TO OUTSIDE
0 6" ABOVE GRADE
OLower
Level
Lower Level
Ouside Compressors
Interior
400 A
30 MGB
Panel
200 A
200 A
30 MLO
30 MLO
Suite 100
42 Ckt
42 Gkt
Lt. Arrestor
Typical
2-1/2" Conduit (Exist.)
' \ (2) 5/8" dia. x 20' long Copper
Clad Steel Ground Rods
Grounded to Building
(Typical per Disconnect)
1.) Panel Boxe, to Suite 100, to be installed
2.) Disconnect to be a 400 Amp, in existing 2-1/2" PVC Conduit Chases.
B.) provide Taps as required in Wireway, to Connect All Meters/Disconnects.
4.) All wire to be THHN/THWN Copper Unless Otherwise Noted.
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CHECKED
T.N.D.
DATE
08 May 2003
JOB NO.
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II
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and 20 Ga. Reversed Batten 6" Galy. Panels
Dia. Granitex G(rcles/Foam
W�� / / /O/ y w/ Typical STO EFTS System
_ Conc. Tile or I— fetal Roof _
over 1/2" plywood on wood trussses
and 26 Ga. Reversed Batten 6' Galy. Pa
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24 Ga. Galvalum I" lultirib Back Panels
,— 24 Ga. Galvalum I" lult(rib Roof
REV. # DATE BY:
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Alum. Frame and Glass
—\—
Steel Fire EScap
Potico Entryway Automatic Glass Doors
STO EFTS System with Foam "Blocks"
to match Glass Frame Outline
Steel Fire Escape
I 10' Roof Overhang
\—
- and Downspouts 3070 St. Per. Doors
Joints Gut behind D.S.
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ELEVATIONSy�''
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