HomeMy WebLinkAbout5089 170 South Shore Dr Control Building Plans, Elevations & DetailsGENERATOR
FIN CLG
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6" ODOR CONTROL
EXHAUST - SEE
MECH
ASPHALT
SHINGLES
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6" ODOR CONTROL
EXHAUST - SEE MECH
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WEST LIFTING
ANCHORS
ELEVATION
1/4" = 1'-0"
RIDGE VENT
W/ CAPPING
SHINGLES
ASPHALT
SHINGLES
------------------------------------------------------------
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FRP DOOR
& FRAME
EAST
CONC APROACH
ELEVATION SLAB
1/4" = 1'-0"
GENERATOR
EXHAUST
FIN CLG
EL 23.00
LIGHT FIXTURE -
SEE ELECTRICAL
FIBER CEMENT
STRAIGHT EDGE
SHINGLE SIDING W/
4-1/2" EXPOSURE
FIN FL
PS-5 EL 14.00
6" ODOR C0k
EXHAUST - SEE
LIGHT FIXTURE -
SEE ELECTRICAL
FIN
EL 2,'
FIBER CEMENT W/
4-1/2" EXPOSURE
(PRE -FINISHED)
FIN GRADE
SEE CIVIL r6FIN
PS-5
2
PREFABRICATED WOOD
TRUSSES, 2'-0" OC TYP.
J
CONTINUOUS
- — METAL DRIP EDGE
SLOFtLU
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ASPHALT ROOF
SHINGLES
cn
2
STANDARD _
TRUSS
ROOF / FRAMING PLAN
PLAN
1/4" = 1'-0"
FRAMING
SECTION 1
1/4" = 1'-0" -
REMARKS
ELEVATION
NORTH
ELEVATION
1/4;' = 1;-0"
NOTE: 2 x 6 PLATE CONNECTED TO CONCRETE ROOF
WITH 1 /2" DIA. x 5" LG. WEDGE ANCHORS
1'-0" FROM EACH END OF PLATE AND 4'-0" MAX. O.C.
BOTTOM OF TRUSS TO BE ANCHORED TOP PLATE PER
REQUIREMENTS OF THE MASSACHUSETTS STATE BUILDING
CODE @ INSTALLATION (BY CONTRACTOR) COORDINATE
ANCHORS WITH TRUSS LAYOUT
PRECAST CONC
BUILDING -
SEE SPEC
FRAMING
SECTION %2
DESIGNED BY: B. GIORGI
DRAWN BY: AADHITHYA SV DM_
SHEET CHK'D BY: B. GIORGI Smith
CROSS CHK'D BY: W. HOTZ JR.
B. GIORGI 3 Davol Square, Building A, Suite A-425
APPROVED BY: Providence, RI 02903
DATE: MARCH 2O23 Tel: (401) 751-5360
)DOR CONTROL
BUST - SEE
H
MOND SHAPE
NGLES
STIC TRIM
JHERPROOF HI -INTENSITY
ALARM STROBE LIGHT -
ELECTRICAL
=R CEMENT STRAIGHT EDGE
NGLE SIDING W/ 4-1/2"
'OSURE
GRADE -
CIVIL
ry i.OACH
SLAB
3ENERATOR EXHAUST
S.S. METAL
CLAMPING F
ICE AND WA
SHIELD
PRE-MOLDE
FLASHING
ROOFING CE
ASPHALT SI-
ROOFING
CONCRET
BUILDIN,
VENT PIPE
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irniT nin r
*24'-6"
4„
6'-11" 41 16'-7" 4"
2'-p„
6' 8'-0" 6'-0"
R.O. R.O.
4'-6"
0
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WC
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ODOR CONTROL
GENERATOR
ROOM
ROOM
A-100
A-101
-
COORDINATE
-
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1 >_8>' LOCATION OF
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ACCESS HATCH
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BETWEEN WOOD
i _1_ TRUSSES
WALL
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B o
N
D-101
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A-2
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ASPHALT
ROOF
SHINGLES
4" CDX PLYWD
SHEATHING
2x10 WOOD BLOCKING
2X4 WOOD TRUSS
BEYOND
MINERAL WOOL
CONCRETE
BUILDING
2 1 /2" RIGID
INSUL
FRP BOARD CEILING
SYSTEM
CONT ROD &
SEALANT TOP AND
BOTTOM
ODOR CONTROL EXHAUST PIPE FLASHING
DETAIL A
1 1/2" = 1'-0" -
TOWN OF YARMOUTH, MASSACHUSETTS
WASTEWATER COLLECTION AND WATER RESOURCE RECOVERY FACILITIES
PHASE 1 - CONTRACT NO. 3
PROJECT NO. CWSRF 8349/3
A 0
A-2 1
er
( P)
2'-0" 2'-0" 12'-62,> 3'-44,>
R.O. R.O.
'-0" CONC APROACH S
*24'-6"
CONTROL BUILDING
PLAN
1/4;' = 1'-0"
GENERATOR EXHAUST SECTION
DETAIL B
1 1/2" = 1'-0" -
BAND
NE COLLAR
LTiTM:1_11U:
CONC
SLAB ON GRADE
4' - 64 >,
4'-0"
*NOTE:
DIMENSIONS ARE TO FACE OF PRECAST CONCRETE
BUILDING. DIMENSIONS DO NOT INCLUDE EXTERIOR
CLAPBOARD FINISH.
>PHALT ROOF
TINGLES FRAME ALL SIDES
WITH 2"X4" SECTIONS
SOLDER AT
LAP SEAM
2X4 WOOD TRUSS
BEYOND
2 1 /2" RIGID
INSUL
FRP BOARD CEILING
SYSTEM
CONT ROD &
SEALANT
1 1 /2" = 1'-
5 0 .5 1
1/4" = 1'- 0"
2 1 0 2 4
ROOF TRUSSES SPACED 24" O.C.
3/4" PLYWOOD
ACCESS HATCH
COVER (TOP)
(24" X 32") ROOF TRUSS
(TYP. OF 2)
BOX ALL SIDES
WITH
1 "X10" SECTIONS
RIGID INSULATION
3/4" PLYWOOD
ACCESS
HATCH COVER
20" x 30" OPENIN (BOTTOM)
ATTIC ACCESS HATCH
DETAILKO'C
NTS -
CONTROL BUILDING
PLANS, ELEVATIONS AND DETAILS
PROJECT NO. 1125-273132
FILE NAME: APSPL103
SHEET NO.
A-2