HomeMy WebLinkAboutCambria Bound Construction SK DrawingsHJLH.8 H.2
9
8.8
8.9
218
KING 01
220
KING 01
222
KING 02
RD OD
RD OD
PROJECT NO.
PROJECT INFORMATION
DATE:
SHEET NAME SHEET NO.
Fairlawn, OH 443333660 Embassy Parkway
www.mpg-architects.com
330.666.5770
15815
SKETCH FOR RFI #3 SK-01
CAMBRIA SUITES HOTEL
OCTOBER 15, 2018
1/8" = 1'-0"1 PARTIAL 2ND-FLOOR ROOF DRAINS
3" OVERFLOW
CONDUCTOR
DOWNSPOUT NOZZLE AT
EXTERIOR FACE, COORDINATE
FINISH WITH OWNER
DOWNSPOUT NOZZLE AT
EXTERIOR FACE, COORDINATE
FINISH WITH OWNER
3" ROOF DRAIN CONDUCTOR
TO UNDERGROUND STORM
EXTENSION TO
STORM, BY CIVIL
3" STORM CONDUCTOR ROUTED
ABOVE DROP-CEILINGS 3"
3"
Floor 01
0"
1
TOF
-1'-4"
8'-6" (COORDINATE WITH VENDOR)8"8"1'-4"4'-0"
PROVIDE A CORROSION-RESISTANT COVER
SUFFICIENT TO SUPPORT LIGHT FOOT TRAFFIC
#4 DOWELS @ 12" O.C.
(3) SIDES
#4 @ 12" O.C. EACH WAY,
TOP & BOTTOM.
REFER TO STRUCTURAL
DRAWINGS
REFER TO WALL
SECTIONS & DETAILS
DRAIN OUTLET, COORDINATE
WITH PLUMBING DRAWINGS
CONSTRUCTION JOINT
2
SK-02
1'-0"1'-0"6'-6"
EQUIPMENT
Floor 01
0"
G F
1
SK-02
1'-0"8'-0"1'-0"
10'-0"
1/4" / 12"1'-0"REFER TO PLANS
DRAIN OUTLET, COORDINATE
WITH PLUMBING DRAWINGS
LINT SCREEN
#4 @ 12" O.C. EACH WAY, TOP & BOTTOM
#4 DOWELS @ 12" O.C.
(3 SIDES)
PROJECT NO.
PROJECT INFORMATION
DATE:
SHEET NAME SHEET NO.
Fairlawn, OH 44333
3660 Embassy Parkway
www.mpg-architects.com
330.666.5770
15815
WASHER PAD DETAILS SK-02
CAMBRIA SUITES HOTEL
OCTOBER 18, 2018
3/4" = 1'-0"SK-02
1 WASHER PAD PERPENDICULAR TO TRENCH
3/4" = 1'-0"SK-02
2 WASHER PAD PARALLEL TO TRENCH
(2) C15x33.9 x 5'-10
BEARING PLATE
PL 1/2"x7 1/2" x 1'-9"
(2) #4 HOOKS
REBUILD MASONRY
CORNER. GROUT SOLID
16" HIGH x 32" LONG
EXISTING W24
(4) 3/4" DIA. A325 BOLTS IN
DOUBLE SHEAR, EACH SIDE
FACE OF EXISTING CMU
V.I.F.
GAP 8"2'-0"
Fairlawn, OH 44333
3660 Embassy Parkway
www.mpg-architects.com PROJECT NO.
PROJECT INFORMATION
DATE:
SHEET NAME SHEET NO.330.666.5770
15815
BEAM TO CMU REPAIR
EXAMPLE SK-03
CAMBRIA SUITES HOTEL
JUNE 14, 2019
1" = 1'-0"SK-03
1 BEAM TO CMU REPAIR EXAMPLE
F O R R E F E R E N C E O N L Y !
D W
DE
7
2
A300
2
A300
7.2
7.5
2
A651
D.5
6.3
2 1/4"5 1/2"8'-6 7/8"5 1/2"8'-6"5 1/2"8'-4 1/4"
5'-10 1/4"5 1/2"2'-2 1/4"5 1/2"
2D1
2 HR
2D1
2 HR
2E
2 HR
1L1
1 HR
2D1
2 HR
0L1
0 HR
036
GUEST LAUNDRY
035
ELEV. EQ. RM
0G1
0 HR
039
FITNESS CENTER
151
CORRIDOR
32" HIGH FOLDING
COUNTER
1L1
1 HR
1L1
1 HR
036
A035
151
A 9'-8 3/4"5'-7 3/4"5'-2 1/2"Fairlawn, OH 44333
3660 Embassy Parkway
www.mpg-architects.com PROJECT NO.
PROJECT INFORMATION
DATE:
SHEET NAME SHEET NO.330.666.5770
15815
ROOMS 035 & 036
REVISED II SK-04
CAMBRIA SUITES HOTEL
1/4" = 1'-0"SK-04
1 ROOMS 035 & 036 REVISED
OCTOBER 8, 2019
0 4' 8' 10'
1/4" 1'-0"
6'
R E C E I V E A P P R O V A L F R O M O W N E R
P R I O R T O A N Y W O R K
9
CURTAIN WALL GLAZING
SYSTEM, SEE PLANS/DETAILS
FASTEN BENT METAL CHANNEL TO
METAL STUDS, TAPE AND MUD OVER
METAL CHANNEL UP TO CORNER. PREP
FOR PAINT. REFER TO FINISH SCHEDULE
1 5/8" METAL STUD TO ATTACH TO
EXTERIOR WALL. FILL CAVITY WITH
SOUND ATTENUATING BATT INSULATION
BENT METAL CHANNEL -FINISH TO MATCH
GLAZING SYSTEM (TYP. BOTH SIDES)
2x4 OR 2x6 WALL CENTERED ON MULLION. REFER
TO FLOOR PLAN FOR WALL TYPE AND INFORMATION
1/2" -3/4" SOFT FOAM MATERIAL (COLOR
TO MATCH CURTAIN WALL SYSTEM)
SILL BELOW, SEE DETAILS
WALLCURTAINDETAILSSILLSEEFairlawn, OH 44333
3660 Embassy Parkway
www.mpg-architects.com PROJECT NO.
PROJECT INFORMATION
DATE:
SHEET NAME SHEET NO.330.666.5770
15815
TYPICAL WALL END AT
MULLION SK-05
CAMBRIA SUITES HOTEL
1 1/2" = 1'-0"SK-05
1 TYP. WALL END AT MULLION
DECEMBER 12, 2019
0 1' 2'
1 1/2" = 1'-0"
8
L
A706 16
17
18
19
N
VTAC
WHIRLPOOL -REFER
TO PLUMBING
PROVIDE CONTINUOUS 2x BLOCKING
AROUND THE JACUZZI TO SUPPORT STONE
TOP (ST-02) AS REQUIRED. BUILD UP SO
THAT JACUZZI WILL 'SIT' INTO STONE.
STONE SUB CONTRACTOR TO COORDINATE
WITH JACUZZI MEASUREMENTS
COUNTER5'-9"COUNTER
5'-8"
'GRAY' AREA IS OPTIONAL
EXTENSION OF STONE TOP;
COORDINATE WITH OWNER
AND PROVIDE ADDITIONAL
BLOCKING AS REQUIRED.3'-0"Fairlawn, OH 44333
3660 Embassy Parkway
www.mpg-architects.com PROJECT NO.
PROJECT INFORMATION
DATE:
SHEET NAME SHEET NO.330.666.5770
15815
1/A706 WHIRLPOOL SK-06
CAMBRIA SUITES HOTEL
DECEMBER 24, 2019
0 4' 8' 10'
1/4" 1'-0"
6'
HJ G FPA
PA
PB
PB
PC
PC
PD
PD
P1
P2
9
L
4
SK-07
W16x40W16x40
W16x40 W16x40
W16x40W16x40
W16x40 W16x40
W16x40
W16x40
W16x40
W16x40
HI & LOW
W24x94 -CHAMFEREDW10x49W10x49W10x4910'-0"16'-0"10'-0"5'-10"5'-11"TRANSLUCENT POLYCARBONATE
GLAZING SYSTEM OVER STEEL
BEAMS/FRAMING -PAINT ALL
EXPOSED STEEL TO MATCH EC-6, TYP.
1'-3"6'-5 1/4"7'-8 1/2"7'-8 1/2"7'-8 1/2"6'-5 1/4"1'-3"
2'-11"7'-1"10"13'-2"2'-0"7'-1 1/2"2'-10 1/2"1'-2"
(6) 25'-0" LONG x 1'-0" TALL x 0'-6" WIDE
CUSTOM TUBE STEEL AT EACH
NORTH/SOUTH MULLION (REFER TO
TRANSLUCENT CANOPY SHOP
DRAWINGS). PAINT STEEL TO MATCH
EC-6.
(REFER TO SHOP DRAWINGS)
38'-6" TRANSLUCENT CANOPY (UPPER)@ 1"/12" SLOPE (4.76 DEGREES)28'-0" TRANSLUCENT CANOPY (UPPER)(LOWER)10'-0" TRANSLUCENT CANOPYW24x94 -CHAMFEREDW24x94 -CHAMFEREDW24x94 -CHAMFEREDHSS7X0.500
HSS7X0.500
HSS7X0.500
(ABOVE)
(ABOVE)
(ABOVE)
37'-10" TRANSLUCENT CANOPY (LOWER)W10x49W10x49W10x49W10x49W10x49HJ FPA
PAPB
PC
PC
PD
PD
P1
P2
9
8.8
L
8.9
G9
4
SK-07
10'-0"16'-0"10'-0"
EL.-4'-8"
FOOTING 5
EL.-4'-8"
FOOTING 5
EL.-4'-8"
FOOTING 5
EL.-4'-8"
FOOTING 5 W10x49W10x49W10x49W10x49W10x49W10x49W10x49W10x492'-0"12'-0"2'-0"2'-0"6'-0"4'-0"6'-0"10'-0"6'-0"4'-0"6'-0"2'-0"3'-1"3'-1"6"1'-11"5'-11"5'-10"PROVIDE NEW MINIMUM 8" THICK
CONCRETE SLAB (DIAGONAL HATCH) WITH
6x6 W2.0xW2.0 WWF (LOCATED 2" FROM
TOP OF SLAB) ON TOP OF COLUMN
FOOTERS AND EXTENDING A MINIMUM OF
2FT BEYOND FOOTING PERIMETER.'NEW' 8" CONCRETE PAD SET ON TOP OF COLUMN FOOTINGS16'-0"(EXISTING)
(EXISTING)
'NEW' 8" CONCRETE PAD SET ON TOP OF COLUMN FOOTINGS
46'-0"
REFER TO BUILDING
DRAWINGS FOR
MORE INFORMATION
Floor 02
15'-2"
Floor 01
0"
TOF
-1'-4"
P1P2 9 8.8
BOF
-4'-0"
1 1/8"
10"x1"x18" PLATE w/ (6) 1"
DIA HIGH STRENGTH
BOLTS TO BEAM FLANGE
CANOPY STEEL COLUMN,
REFER TO PLANS
1'-6"TOP OF COLUMN2'-7 1/2" FROM2'-0"5'-10"5'-11"2'-5"3'-4"1'-4"10'-4"9'-11"11'-9"
STAMPED
CONCRETE, REFER
TO ARCHITECTURAL
1'-4"2'-8"1'-11"7'-1"4'-8"5'-8"1'-0"8'-0"
7" DIA x 1/2" THICK HSS BEAM WELDED TO
BEAM AND PAINTED TO MATCH EC-6, TYPICAL.
STEEL BEAMS -PAINT ALL EXPOSED
STEEL TO MATCH EC-6, TYP.
3" RADIUS
18'-0" RADIUS
1'-2"
TRANSLUCENT POLYCARBONATE
GLAZING SYSTEM (BY OTHERS)
ALUM GUTTER AND
DOWNSPOUT, PAINTED
TO MATCH EC-6. REFER
TO ARCHITECTURAL
13'-5 1/4"2'-0"15'-5 1/4"14'-11 1/2"1'-8"
25'-0"
1'-4"
W16x40
W16x40
W16x40
W16x40W24x94 -Chamfered Beam
25'-0" LONG x 1'-0" TALL x 0'-6" WIDE CUSTOM TUBE STEEL AT
EACH NORTH/SOUTH MULLION (REFER TO TRANSLUCENT
CANOPY SHOP DRAWINGS). PAINT STEEL TO MATCH EC-6.
4.76° (1"/12")
5'-0"1'-0"5'-0"7"1'-4"8"W16x26
2'-0"8"'NEW' 8"CONCRETE SLAB OVER
CONCRETE FOOTINGS, REFER
TO FOUNDATION PLAN (THIS
SHEET) FOR MORE
INFORMATION
X X XXX X X XXX X X XXXX
10'-0"
REFER TO BUILDING
DRAWINGS FOR
MORE INFORMATION
LIGHT FIXTURES ATTACHED TO
STRUCTURAL STEEL FLANGE -
REFER TO ELEC. DWGS
NOTE:
THE ORIGINAL CONTRACT DOCUMENTS DEPICTED THE
STRUCTURE WITH A SLOPE AT 1/2" PER FOOT, WHILE THE
THE TRANSLUCENT CANOPY DRAWINGS DESIGNED BY
MAJOR INDUSTRIES (DATED 1/2/2020) HAVE A 1" PER FOOT
SLOPE. THE COLUMNS AT P2 HEIGHT HAVE CHANGED AS
A RESULT, ALONG WITH THE HEIGHTS/ANGLES OF ALL
ASSOCIATED 'HORIZONTAL' STRUCTURAL COMPONENTS.
-4'-8"
BOF
16'-4 1/2"
17'-2 1/2"
EXISTING COLUMN FOUNDATIONS
(ALREADY POURED)
OUTLINE OF COLUMN
ENCLOSURE, REFER TO
ARCHITECTURAL DETAILS
HJ G FPA
PA
PB
PB
PC
PC
PD
PD
P1
P2
9
L
4
SK-07
W16x40W16x40
W16x40 W16x40
W16x40W16x40
W16x40 W16x40
W16x40
W16x40
W16x40
W16x40
HI & LOW
W24x94 -CHAMFEREDW10x49W10x49W10x4910'-0"16'-0"10'-0"5'-10"5'-11"OUTLINE OF TRANSLUCENT
POLYCARBONATE GLAZING SYSTEM
OVER STEEL BEAMS/FRAMING -PAINT ALL
EXPOSED STEEL TO MATCH EC-6, TYP.
2'-11"7'-1"10"13'-2"2'-0"7'-1 1/2"2'-10 1/2"1'-2"
(6) 25'-0" LONG x 1'-0" TALL x 0'-6" WIDE
CUSTOM TUBE STEEL AT EACH
NORTH/SOUTH MULLION (REFER TO
TRANSLUCENT CANOPY SHOP
DRAWINGS). PAINT STEEL TO MATCH
EC-6.W24x94 -CHAMFEREDW24x94 -CHAMFEREDW24x94 -CHAMFEREDHSS7X0.500
HSS7X0.500
HSS7X0.500
(ABOVE)
(ABOVE)
(ABOVE)W10x49W10x49W10x49W10x49W10x496'-5 1/4"7'-8 1/2"7'-8 1/2"7'-8 1/2"6'-5 1/4"25'-0"6"
0 4' 8' 10'
1/4" 1'-0"
6'0 4' 8' 10'
1/4" 1'-0"
6'
REVISIONS
N PROJECT #: DATE:phonefaxmpg-architects.com330.666.5770330.666.88123660 Embassy ParkwayFairlawn, OH 44333ENTRY CANOPYSK-07CAMBRIA SUITES HOTEL1000 LONGLEAF LANE,SOUTH WINDSOR, CT 060741 OF 115815JUNE 24, 20161/4" = 1'-0"SK-07
2 FRAMING PLAN - ENTRY CANOPY
1/4" = 1'-0"SK-07
1 FOUNDATION PLAN - ENTRY CANOPY
1/2" = 1'-0"SK-07
4 STRUCTURAL SECTION - ENTRY CANOPY
EXPLANATION OF REVISIONS TO CANOPY:
• ORIGINAL CONTRACT DOCUMENTS REQUIRED THAT THE
GENERAL CONTRACTOR HIRE A STRUCTURAL ENGINEER
AS PART OF THEIR SCOPE TO DESIGN THE ENTIRE
CANOPY (FOUNDATIONS, FRAMING, TRANSLUCENT
MATERIAL, ETC.) -THIS WAS NOT DONE.
• THIS SHEET REFLECTS THE CHANGE FROM THE
PROTOTYPICAL 1/2"/12" SLOPED ENTRY CANOPY AS
ORIGINALLY SHOWN, TO THE PROPOSED 1"/12" SLOPE
BY THE TRANSLUCENT CANOPY COMPANY (BY MAJOR
INDUSTRIES).
• GENERAL CONTRACTOR SHALL SUBMIT STEEL SHOP
DRAWINGS FOR ALL STEEL COMPONENTS NOT BY
MAJOR INDUSTRIES REGARDING THE CANOPY AND
ASSOCIATED STRUCTURE.JANUARY 8, 2020REFER TO DESIGN DRAWINGS
FOR ADDITIONAL INFORMATION
REFER TO DESIGN DRAWINGS
FOR ADDITIONAL INFORMATION
REFER TO DESIGN DRAWINGS
FOR ADDITIONAL INFORMATION
1/4" = 1'-0"SK-07
3 FRAMING PLAN - ENTRY CANOPY (FRAMING ONLY)
REFER TO DESIGN DRAWINGS
FOR ADDITIONAL INFORMATION
VERIFY ALL EQUIPMENT PRIOR
TO FABRICATION OF MILLWORK.
TB-02
TB-02
WC-06WC-06
TILE BASE
VINYL
WALLCOVERING
PT-11
PL-01T-16
ART
DIN-701
50" T.V.50" T.V.
T-16 PL-05
9"9"12'-0"9"9"
LOCATION OF SD5,
SEE PLAN DETAIL
4'-9"2'-6"4'-9"3'-0"0"3'-0"3'-0"9"9"9"9"9"LINE OF SOFFIT ABOVE,
SEE ELEVATION BELOW
T-16
PL-05
SD5 LIGHT WITH ALE CHANNEL
Fairlawn, OH 44333
3660 Embassy Parkway
www.mpg-architects.com PROJECT NO.
PROJECT INFORMATION
DATE:
SHEET NAME SHEET NO.330.666.5770
15815
SD5 LIGHT @ 5/I1.11 AND
5/I2.04 SK-08
CAMBRIA SUITES HOTEL
1/4" = 1'-0"1 BAR ELEVATION B
FEBRUARY 25, 2020
1" = 1'-0"2 SD5 LIGHT
H.8AIRTYP. FLOOR LINE1B11HR1B11HR22S2 HRTYPICAL CORRIDOR FLOOR ASSEMBLY OR GUESTROOM FLOOR ASSEMBLY TYPICAL CORRIDOR 1-HOUR BEARING WALL ASSEMBLY (1B1 OR 1L1)TYPICAL 2-HOUR RATED SHAFT WALLAIR GAP BETWEEN RATINGS (WIDTH VARIES)PROVIDE FIREBLOCKING AT EACH FLOOR LINE. MATERIALS TO COMPLY WITH IBC 718.2.1 (SEE ABOVE)1ORPROJECT NO.PROJECT INFORMATIONDATE: SHEET NAMESHEET NO.Fairlawn, OH 443333660 Embassy Parkwaywww.mpg-architects.com330.666.577015815SHAFT & CORRIDORWALL CONDITIONSK-09CAMBRIA SUITES HOTEL1" = 1'-0"SK-091DETAIL @ SHAFT & CORRIDOR WALLDECEMBER 1, 2020
Floor 0215'-2"JH.81B2-HR FLOOR ASSEMBLY AT BASE OF SHAFT1TYPICAL 2-HOUR RATED SHAFT WALLEXTEND 2-HOUR RATED SHAFT DOWN TO BOTTOM OF FLOOR/CEILING ASSEMBLYLINE OF ASSEMBLY BEYOND1L11 HR1L11 HR2S2 HR2S2 HR88NOTE: DETAIL IS SIMILAR FOR ALL SHAFT CONDITIONS NOT EXTENDING TO SLABREFER TO MECHANICAL DRAWINGS FOR DUCTWORK WITHIN ASSEMBLY (SHOWN DASHED FOR REFERENCE). FIRE CAULK ALL PENETRATIONS WITH UL LISTED MATERIAL, TYP.PROJECT NO.PROJECT INFORMATIONDATE: SHEET NAMESHEET NO.Fairlawn, OH 443333660 Embassy Parkwaywww.mpg-architects.com330.666.577015815TYP. SHAFT @ BASESK-10CAMBRIA SUITES HOTEL1" = 1'-0"SK-101DETAIL @ SHAFT BASEJANUARY 21, 2021
116
RAMPREF.D W
042
POOL MECH.
ROOM
POOL
EQPM
RM
041
MEN'S
043
040
INDOOR
SWIMMING POOL
037
CORRIDOR
039
FITNESS CENTER008
WOMEN TLT
009
MEN TLT
ELEV.
EQ.
RM
035
ELEVATOR
LOBBY
007
CORRIDOR
151
102
KING 03
104
KING 01
106
DQ 04
108
ADA KING 02
110
DQ 04
112
ADA KING 02
033
IT ROOM
032
OFFICE
031
OFFICE
002
CART
029
WORK AREA
003
WELCOME LOBBY
001
VESTIBULE
006
HANGOUT
005
MARKET
COFFEE
HOUSE
PUB
010
011
PREFUNCTION
013
KITCHEN
MEETING
ROOM
012
FUNCTION
STOR.
015
BOH
CORRIDOR
016
BEV.
STOR.
020
ENG.
OFFICE
022
LAUNDRY
OFFICE
024
LINEN
STOR.
026
ELEC.
028
023
MECH. RM
LAUNDRY
025
153
STAIR B 027
LINEN CHUTE
152
STAIR A
034
DOS OFFICE 036
GUEST LAUNDRY
038
STORAGE
WELCOME
DESK
004
WOMEN'S
044
47'-9"30'-0"7'-5"5'-7"LOCKERS
018
017
BREAK RM
18'-2"15'-4"33'-6"40'-9"
46'-1"
44'-11"48'-1"11'-11"19'-1"24'-0"27'-1"13'-5"
7'-0"48'-10"41'-10"41'-6"22'-3"30'-2"27'-4"54'-9"0 8' 16' 20'
1/8" = 1'-0"
12'
REVISIONS
N PROJECT #: DATE:phonefaxmpg-architects.com330.666.5770330.666.88123660 Embassy ParkwayFairlawn, OH 44333FIRST FLOOR FURNITURE PLANSK-11CAMBRIA SUITES HOTEL1000 LONGLEAF LANESOUTH WINDSOR, CT 0607415815JUNE 24, 20161/8" = 1'-0"1 FIRST FLOOR FURNITURE PLAN
AREA SF BREAKDOWN
LOBBY & HANGOUT: 2,215 SF
BAR: 255 SF
PREFUNCTION: 1,294 SF
MEETING ROOM: 1,430 SF
BEVERAGE STORAGE: 42 SF
OUTDOOR PATIO: 3,992 SF
TOTAL AREA: 9,228 SF
DATE: FEBRUARY 16, 2021
Floor 0215'-2"Floor 0325'-11 3/8"Floor 0436'-8 3/4"JTruss Bearing45'-10 3/8"H.81B2-HR FLOOR ASSEMBLY AT BASE OF SHAFT1TYPICAL 2-HOUR RATED SHAFT WALLEXTEND 2-HOUR RATED SHAFT DOWN TO BOTTOM OF FLOOR/CEILING ASSEMBLYLINE OF FLOOR ASSEMBLY BEYOND1B11 HR88REFER TO MECHANICAL DRAWINGS FOR DUCTWORK WITHIN ASSEMBLY (SHOWN DASHED FOR REFERENCE). FIRE CAULK ALL PENETRATIONS WITH UL LISTED MATERIAL, TYP.2S2HR1B11 HRSK-091SK-091TYP.TYP.2S2HR1B11 HRDASHED LINE INDICATES MECHANICAL DUCTWORK (SHOWN FOR REFERENCE), REFER TO MECHANICAL DRAWINGS AND DETAILS.PROVIDE FIREBLOCKING AT EACH FLOOR LINE (IF AIR GAP IS PRESENT). MATERIALS TO COMPLY WITH IBC 718.2.1EXTEND 2-HOUR RATED SHAFT 'UP' TO BOTTOM OF ROOF SHEATHING.VOID,SEE PLANSPROVIDE FIREBLOCKING AT EACH FLOOR LINE (IF AIR GAP IS PRESENT). MATERIALS TO COMPLY WITH IBC 718.2.1VOID,SEE PLANS113A4222S2HR1B11 HR2S2HRREFER TO MECHANICAL DRAWINGS FOR CONTINUATION OF ROOF CURB AND DUCTWORKSK-101NOTE:PROVIDE, AT EACH FLOOR, A CLEANOUT WITH ACCESS PANEL (2-HOUR RATED) FOR THE KITCHEN EXHAUST PER REQUEST FROM FIRE MARSHALWALL TYPE 2S:SYSTEM B PER UL U415TYPICAL 2-HOUR RATED SHAFT WALL BETWEEN DUCTWORKPROJECT NO.PROJECT INFORMATIONDATE: SHEET NAMESHEET NO.Fairlawn, OH 443333660 Embassy Parkwaywww.mpg-architects.com330.666.577015815KMAU-1 & KEF-1 2-HRRATED SHAFT (REVISED)SK-12CAMBRIA SUITES HOTEL0 1'3/4" = 1'-0"2' 3'DECEMBER 14, 2021
Floor 0215'-2"Floor 0325'-11 3/8"Floor 010"JK.2Truss Bearing45'-10 3/8"H.88A651INSTALL 1-HR FLOOR ASSEMBLY AT BASE OF 1-HR MECHANICAL SHAFTEXTEND 2-HOUR RATED SHAFT DOWN TO 2-HOUR SHAFT BASE.REFER TO MECHANICAL DRAWINGS FOR DUCTWORK WITHIN ASSEMBLY (SHOWN DASHED FOR REFERENCE). FIRE CAULK ALL PENETRATIONS WITH UL LISTED MATERIAL, TYP.2S2HR2S2HR28EXTEND 1-HOUR RATED SHAFT DOWN TO SECOND FLOOR1S1HR1S1HR2E2 HR3AREFER TO MECHANICAL DRAWINGS FOR CONTINUATION OF ROOF CURB AND DUCTWORK.0G0 HR0G0 HR5Floor 04 (SIM.)LINEN CHUTE WITH 90 MIN. RATED OPENING, SEE PLANS & DETAILS2REFER TO DETAILS FOR CONTINUATION OF LAUNDRY CHUTE AND STAIR TOWER.WRAP EXPOSED JOIST WITH (2) LAYERS OF 5/8" TYPE 'X' GYPSUM BOARD TO CONTINUE 1-HOUR RATINGWALL TYPE 1S:SYSTEM A PER UL U415WALL TYPE 2S:SYSTEM B PER UL U4155INSTALL 2-HR SHAFT BASE ASSEMBLY AT BASE, VERIFY HEIGHT WITH OWNER IN THE FIELDPRIOR TO INSTALLATION
COORDINATE WITH OWNERPROJECT NO.PROJECT INFORMATIONDATE: SHEET NAMESHEET NO.Fairlawn, OH 443333660 Embassy Parkwaywww.mpg-architects.com330.666.5770158152-HR LAUNDRY CHUTE &1-HR MECH SHAFT(REVISED)SK-13CAMBRIA SUITES HOTEL0 1'3/4" = 1'-0"2' 3'DECEMBER 14, 2021