a501 · a501 1 a500 2 a500 2 b b 3 1 3 1 a a (2)#5 rebar 8" black cmu reinforced w/...
TRANSCRIPT
1. 8" CMU TO BE REINFORCED W/ # 5 @ 48" O.C. VERTICAL GROUTED @ REINFORCED CELLS
2. 12" CMU TO BE REINFORCED W/ # 5 @ 24"O.C. VERTICAL GROUTED @ REINFORCED CELLS
3. INSTALL BOND BEAM @ TOP COURSE OF ALL CMU WALLS W/ (2) # 5 BARS CONTINUOUS
NOTE:
FINISHED FLOOR ELEVATION =100'-0" [853.3]
NOTE:
2
B
B
3 1/2"
RAI
SED
CONC
SLA
B
SEE PLUMBINGDRAWING FOR DRAIN
LOCATIONS IN THIS AREA
4A501
#4@12"O.CDOWELED
INTO WALLS
EXPOSED CONC W/CHAMFER TOP (TYP)
#4@12"O.CDOWELED
INTO WALLS
102TOILET
CAST IN TRENCH DRAINSEE SPEC'S
ELEV
. -99'-
4"TO
P OF
WAL
L
+100'-0"TOP OF SLAB
SLOPE TO PERIMETER 1"
ELEV. 100'-3 1/2"TOP OF WALL
2" STONE LEDGE
4" CONC SLABREINFORCED W/6X6 10
10 WIRE MESHREINFORCEMENTSLOPE TO DRAIN
ELEV
. -99'-
4"TO
P OF
WAL
L
4'-0"x 1'-0" CONC FTG@ 12" CMU WALLS
24"x24" PIER WITH (8)#6 BARS
VERTICAL WITH STANDARD
HOOK INTO FOOTING AND #3
TIES AT 12" O.C. VERTICAL
FOOTING:
5'-0"x5'-0"x1'-0" W/
(5) #5 BARS EACH
WAY @ BOTTOM
5" CONC SLAB W/ 6X6 1010 WIRE MESH
REINFORCEMENT OR EQTHICKENED EDGE @ PERIMETERPICTURE FRAME / BROOM FINISHELEV. -96-61/2"
TOP OF FTG
ELEV. 100'-11 1/2"TOP OF WALL
103TOILET
ELEV
. -100
'-11 1
/2"TO
P OF
WAL
L
ELEV. +100'-0"TOP OF SLAB
ELEV. -96-2 1/2"TOP OF FTG
ELEV. -96-2 1/2"TOP OF FTGELEV. 100'-3 1/2"
TOP OF WALL
ELEV. 100'-11 1/2"TOP OF WALL
VERIES TOP OF SLAB
ELEV. -99'-9" [853.03]TOP OF SLAB
ELEV. -99'-11"TOP OF SLAB
SLOPE SLAB 2"
ELEV. -99'-10"TOP OF LEDGE
SLOPE TO PERIMETER 1"6" STL PIPE BOLLARDSET IN 18"x48" PIERFOOTING
6" STL PIPE BOLLARDSET IN 18"x48" PIERFOOTING
ELEV. -96-2 1/2"TOP OF FTG
EXPOSED CONC W/CHAMFER TOP (TYP)
EXPOSED CONC W/CHAMFER TOP (TYP)
+100'-0"TOP OF SLAB
6" STL PIPE BOLLARDSET IN 18"x48" PIER
FOOTING
SLOPE TO PERIMETER 2"
3A500
3A501 1
A500
2A500
ELEV. -99'-10"TOP OF LEDGE
ELEV. -99'-11"TOP OF SLAB
ELEV. -96'-2 1/2"TOP OF FTG
ELEV. -99'-11"TOP OF SLAB
101MECHANICAL
ELEV. -99'-9" [853.03]TOP OF SLAB
[853.2]
[853.2]
[853.2]
ELEV. -99'-11"TOP OF SLAB
[853.2]
FLOATING 5" CONC. SLAB
ON COMPACTED GRANULAR FILL BASE
PROVIDE COLD JOINT @ MAIN SLAB
STEEL TUBE COLUMN/BEAMSEE DETAIL
(2) LAYERS 3 4" PLYWD SUBFACIAGLUE AND SCREW LAYERS
2x12 OUTRIGGERSW 2x4 BRACE ( SEE DTL)
12" CMU WALL
2x12 RAFTERS @ 24"O.C
BUILT IN GUTTER
BUILT IN GUTTER
A5011
3 12"x 11 7 8"LVL BEAM (DROPPED)
3 12"x 11 7 8"LVL BEAM (DROPPED)
A5011
LOWER ROOF: 2x12 ROOF RAFTERS @24" O.C.
GUSSET W/ 34" PLWD TO FRAMINGABOVE EACH SIDE
OF 2x12 RAFTER
(2) LAYERS 3 4" PLYWD SUBFACIAGLUE AND SCREW LAYERS SIMPSON-HGUM5.25-SDS
BUILT IN GUTTER
SIMPSON-HGUM5.25-SDS
SIMPSON-XXX
SIMPSON-XXX
JOIST HANGERSSIMPSON HU212
(TYPICAL)
2x12 OUTRIGGERSW 2x4 BRACE ( SEE DTL)
5 18"x 24" GLULAM BEAM (FLUSH)
5 18"x 24" GLULAM BEAM (FLUSH)
JOIST HANGERSSIMPSON HU212(TYPICAL)
4A501 3
A500
3A501 1
A500
2A500
2
B
B
3
1
3
1
A
A
(2)#5 REBAR
8" BLACK CMUREINFORCED W/ #5@48"O.C(SEALED BOTH SIDES)
5" CONC SLABPITCHED AWAY
4" CONC SLAB REINFORCEDW/ 6X6 10
10 WIRE MESH REINFVAPOR BARRIER
EPOXY COVE BASETO COVER EXPANSION
JOINT
CLEAN BACKFILL
(2)#5 REBAR
(2)#5 REBAR#5 x 1'-4" DOWEL
@24" O.C
#5 VERT @12" O.C
#5 x4'-0" DOWEL@48" O.C
2" RIGID INSUL1" THERM BREAK
@ SLAB/WALL
FELT EXPANSION JOINT
NOTCHED 2x12's FORBUILT IN GUTTER. SAME HEIGHT BLOCKING FOR PITCH
(2) LAYERS 3 4" PLYWDGLUED AND SCREWSTRUCT. FASCIA
2x4 ANGLEDKICKER @ 24" O.C
GLULAM BEAM
RIPPED 2x SLEEPERSET ON RAFTER
SIMPSON FACE MOUNTHANGER-HU212 TYP
2x4 ANGLEDKICKER @ 24" O.C
SIMPSON MSTI26 STRAP@ EACH RAFTER
S100
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NUMBER: 151204.00
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FOUNDATION PLAN1/4" = 1'-0"1
ROOF FRAMING PLAN1
4" = 1'-0"2
FOUNDATION DETAIL1"= 1'-0"3
CANOPY OUTRIGGER DETAILNTS4
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#
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1
5
STEEL COLUMN-SIDE ELEVATION1" = 1'-0"3
BASE PLATE ISONTS
6
STEEL COLUMN-FRONT ELEVATION1" = 1'-0"
14" 8"
PL TO HSS TOP& BOTTOM
EA PL1
4" 8"
PL 12" EACH SIDEOF HSS
CL
CL
CL
CL
EA PL1
4" 5"
5/16"
12
" M
IN
E
MB
ED
(4) TYPE 304 A193 BBSTAINLESS STEEL BOLTS
(8) #6 BARS VERTICAL W/ STANDARD HOOKINTO FOOTING & #3 TIES @ 12" O.C VERT
(5)#5 BARS EACH WAY BOTTOM
1" X 18" X 18" PLATE W/EXPOSED ANCHORS
HSS 8x8x38" STEEL TUBE
12" PLATE STEEL FLANGE
5" CONC SLAB W/6X6 10
10 WIREMESHBROOM FINISH
316 "
STEEL BRACKET DETAILNTS
2
PL 12" EACH SIDEOF HSS
SOLID NON SHRINK GROUTEXPANSION JOINT EXPANSION JOINT
CLCL
1 2 3
316 "
STEEL SCUPPER DETAIL1 1/2" = 1'-0"1
PLAN
SIDE ELEV.END ELEV.
PERSPECTIVE VIEW
14" STEEL PLATE
38 " STEEL PLATE
38" LAG BOLTS
38" LAG BOLTS
38 " STEEL PLATE
C10x15.3 CHANNEL
C10x15.3 CHANNEL
14" STEEL PLATE
WELDED PENCIL BAR DRIP
WELDED PENCILBAR DRIP
NOTE:STEEL SCUPPER TO BE PAINTED W/HIGH PERFORMANCE PAINT BEFOREINSTALL
BASE PLATE DETAIL1 1/2" = 1'-0"4
CONT 516" WELD
18"x18"x1" STLBASE PLATE
HSS 8x8x38"
STEEL TUBE
ASTM 1554 GRADE 36W/ ASTM F2329
GALVANIZING
S101
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NUMBER: 151204.00
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PL
OT
D
AT
E:
07
/1
4/2
01
6
CAST IRONC_LAVATORYHUDSONK-2867
HB
CAST IRONC_LAVATORYHUDSONK-2867
HB
GRAB BARS@ 34" AFF
101MECHANICAL
ELEC PANEL
SLOPSINK
FD
HB
WATERSOFTNER
WH
ELECTRICALMETER
4" CONC PAD
SHEL
VES
2" STONE VENEER12" REINFORCED CMU
Sign
102TOILET
103TOILET
Sign
Sign
1. 8" CMU TO BE REINFORCED W/ # 5 @ 48" O.C. VERTICAL GROUTED @ REINFORCED CELLS
2. 12" CMU TO BE REINFORCED W/ # 5 @ 24"O.C. VERTICAL GROUTED @ REINFORCED CELLS
3. INSTALL BOND BEAM @ TOP COURSE OF ALL CMU WALLS W/ (2) # 5 BARS CONTINUOUS
NOTE:
LINE OF CONCRETE APRON
FACE OF CMU
FACE
OF
CMU
GRAB BARS@ 34" AFF
TRENCH DRAIN
TRENCH DRAIN
FACE
OF
CMU
FACE OF CMU
FACE OF CMU
12"CMU WALLPAINTED P-3
DRYER RECESSEDIN CMU WALL
4A501 3
A500
3A501 1
A500
2A500
B
B
1
3
2
1
3
A5004
PT-4 CMU PT-4 CMU
LOWER EPDM ROOFW/ 4" ROOF DRAIN
PITC
HED
PITC
HED
PITC
HED
FULLY ADHEREDEPDM RUBBER ROOF
FULLY ADHEREDEPDM RUBBER ROOF
RIDGE
PITC
HED
BUILT IN GUTTEREPDM
PLATE STEELSCUPPER (SEE DTL)
LOWER EPDMROOF
OVERFLOW SCUPPER
PREFINISHEDMETAL COPING
BUILT IN GUTTEREPDM CONTINUOUS SLOPE
TO SCUPPERSPLATE STEELSCUPPER (SEE DTL)
LOWER EPDMROOF
PITC
HED
OVERFLOW SCUPPER
CONTINUOUS SLOPETO SCUPPERS
4A501 3
A500
3A501 1
A500
2A500
B
B
1
3
2
1
3
A
A
1
3
SLOP
E
SLOP
E
2" HOLLOW METALFRAME2x4 WALL CONST.
INSULATEDFRP (BLACK)
2" ALUMINUMFRAME
ALUMN TRANSOMS
ENTRY DOORS
MECH DOOR (INT)
**ALL WINDOWS SHALLBE FIELD MEASURED
D MECH RM WINDOWSC END WALL WOMENS
WINDOWS
E END WALL MENSWINDOWS
B SIDE WALL WINDOWS@COLUMN
A SIDE WALL WINDOWS
BUTT GLAZEDCORNER,TYP.
SILICONE JOINT (TYP)
SILICONE JOINT (TYP)
BUTT GLAZEDCORNER,TYP.
F BACK WALL WINDOWS F BACK WALL WINDOWSG BACK WALL HIGHWINDOW
SILICONE JOINT (TYP) SILICONE JOINT (TYP)
BUTT GLAZEDCORNER,TYP.
BUTT GLAZEDCORNER,TYP.
SILICONE JOINT (TYP)
BUTT GLAZEDCORNER,TYP.
BUTT GLAZEDCORNER,TYP.
SILICONE JOINT (TYP)
METAL COPING
METAL COPING
CEMENT BOARD PANEL
DEAD BOLT
DEAD BOLT
10" PULL
MECH DOOR (EXT)
DEAD BOLT
STEEL DOOR
INSULATEDFRP (BLACK)
2" ALUMINUMFRAME
12" CMUP-3
12" CMUSEALED THIS SIDEFRP DOOR
ALUMN FRAME
STOREFRONT MULLIONSET ON SPRING CLIP
CAULK EACH SIDE
COMP TRIMCEMENTPANELS
P-3
2" STONE VENEER
CEMENT PANELS-P-1DOW AIR/WATER BARRIERTAPE SEAMS
2x4 STUDS @ 16"O.CR-13 FIBERGLASS INSUL
VAPOR BARRIERCEMENT PANELS
BACKER ROD/CAULK
CAST IRONC_LAVATORYHUDSONK-2867
CAST IRONC_LAVATORYHUDSONK-2867
101MECHANICAL
FROSTED INSULSTOREFRONT
BUTT GLAZED CORNER
A5011
FROSTED INSULSTOREFRONTBUTT GLAZED CORNER
102TOILET
103TOILET
4A501 3
A500
3A501 1
A500
2A500
B
B
1
3
2
1
3
A
A
CE
D
B
B
F FG
A
A
A101
07.15.2016DATE:
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ISSUANCES:
SHEET:
PROJECT:
NUMBER: 151204.00
CDS
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7.15.16
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DEST
REE
DESI
GN A
RCHI
TECT
S HO
LDS
ALL
RIGH
TS IN
CLUD
ING
THE
COPY
RIGH
T OF
THI
S DO
CUME
NT, A
S W
ELL
AS T
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ONCE
PTS
AND
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N IN
STRU
MENT
OF
SERV
ICE.
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OF
DEST
REE
DESI
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TECT
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IS N
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ROOF PLAN1
4"= 1'-0"3 FLOOR PLAN1
4" = 1'-0"1
WALL DETAIL @ DOOR1"=1'-0"4
DOOR & WINDOW TYPES3/8"=1'-0"5
CLEARSTORY PLAN1
4" = 1'-0"2
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PREFINISHEDMTL COPING
EPDMROOFING
PREFIN FLASHING/COUNTER FLASHING
2" COMP BATTENS P-2,BLACK- MATCH ALUMSTOREFRONT
PREFINISHEDMTL COPING
W/ LOCK CLIP
TOP OF CANOPYEL. 112'-7"
BOTTOM OF CANOPYEL. 110'-6"
TOP OF WALLEL. 114'-0"
TOP OF INT. FLR SLABEL. 100'-0"
12" TALL POUREDCONC BASE
12" CMU W/ 2" STONE VENEER
BLACK 8" CMU(SEALED)
SILICONEJOINT
CEMENT PANEL(CEDAR COLOR)
TOP OF 8" FTGEL. -96'-2 1/2"
PREFIN METALSCUPPER
PREFIN METALSCUPPER
2" BATTENS ON ℄WDW JOINT
AA
PREFINISHEDMTL FLASHINGABOVE CMU
A5002
ADDRESS NUMBERS TO BE 4" MIN.
2802
TOP OF 8" FTGEL. -96'-2 1/2"
BACKER ROD/CAULK SEAMS 3
A500
3A501
4A5011
A500
TOP OF CANOPYEL. 112'-7"
BOTTOM OF CANOPYEL. 110'-6"
TOP OF WALLEL. 114'-0"
TOP OF INT. FLR SLABEL. 100'-0"
12" TALL POUREDCONC BASE
12" CMU W/ 2" STONE VENEER
BLACK 8" CMU(SEALED)
ELECT METERHOSE BIB
FROSTED INSULATEDSTOREFRONT (MITRE CORNER)
PREFINISHEDMTL COPING
HSS 8 x 8 x 3 8" TUBECOLUMN & HSS 8 X 8 X 38"FOR ABOVE BEAMS
1" X 16" X 16" PLATE W/EXPOSED ANCHORS
CEMENT PANEL(CEDAR COLOR)
PREFIN STEEL CHANNELSCUPPER
MTL LOUVERCEMENT PANELF F
G
MTL LOUVER
CEMENT PANEL SET INALUMINUM FRAME.
P-1, CEMENT PANELCEDAR COLOR
BACKER ROD/CAULK SEAMS
TOP OF 8" FTGEL. -96'-2 1/2"
SILICONEJOINT
3A5003
A5014A501
1A500
EPDM ROOFINGBACKER ROD/CAULK SEAMS
TOP OF CANOPYEL. 112'-7"
BOTTOM OF CANOPYEL. 110'-6"
TOP OF WALLEL. 114'-0"
TOP OF INT. FLR SLABEL. 100'-0"
12" TALL POUREDCONC BASE
12" CMU W/ 2" STONE VENEER
BLACK 8" CMU(SEALED)
CEMENT PANEL(CEDAR COLOR)
DRINKING FOUNTAINW/ B.F
MTL LOUVER
12" TALL POUREDCONC BASE CEMENT PANEL
(CEDAR COLOR)SETIN ALUM FRAME
FROSTED INSULATEDSTOREFRONT (MITRE
CORNER)
FRP FLUSH PANEL DOORBLACK
HSS 8 x 8 x 3 8" TUBECOLUMN & HSS 8 X 8 X 38"FOR ABOVE BEAMS
1" X 16" X 16" PLATE W/EXPOSED ANCHORS
SIGNAGEMOUNT HGT @
BRAILLE 48"
A5004
C ED
12" CMU W/ 2" STONE VENEER2" COMP BATTENSP-2, BLACK- MATCH
ALUM STOREFRONT
PREFINISHEDMTL COPINGW/ LOCK CLIP
TOP OF CANOPYEL. 112'-7"
BOTTOM OF CANOPYEL. 110'-6"
TOP OF WALLEL. 114'-0"
TOP OF INT. FLR SLABEL. 100'-0"
12" TALL POUREDCONC BASE
12" CMU W/ 2" STONE VENEER
BLACK 8" CMU(SEALED)
CEMENT PANEL(CEDAR COLOR)
PREFINISHEDMTL COPING
FROSTED INSULTATEDSTOREFRONT (MITRE CORNER)
HSS 8 x 8 x 3 8" TUBECOLUMN & HSS 8 X 8 X 38"FOR ABOVE BEAMS
TOP OF 8" FTGEL. -96'-2 1/2"
MTL LOUVER
B B
PREFINISHEDMTL FLASHINGABOVE CMU
A5002
A300
07.15.2016DATE:
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ISSUANCES:
SHEET:
PROJECT:
NUMBER: 151204.00
CDS
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7.15.16
---- ----
DEST
REE
DESI
GN A
RCHI
TECT
S HO
LDS
ALL
RIGH
TS IN
CLUD
ING
THE
COPY
RIGH
T OF
THI
S DO
CUME
NT, A
S W
ELL
AS T
HE C
ONCE
PTS
AND
DESI
GNS
INCO
RPOR
ATED
HER
EIN
AS A
N IN
STRU
MENT
OF
SERV
ICE.
AS
PROP
ERTY
OF
DEST
REE
DESI
GN A
RCHI
TECT
S IT
IS N
OT T
O BE
COP
IED,
DIS
TRIB
UTED
,OR
USE
D IN
WHO
LE O
R PA
RT W
ITHO
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m
ELEVATION1/4" = 1'-0"1 NOTE:
*ALL MORTAR TO BE COLORED TO MATCH CMU*ALL CMU AND STONE SURFACES TO HAVE :SURE KLEAN WEATHER SEAL BLOK-GUARD &GRAFFITI CONTROL II
ELEVATION1/4" = 1'-0"2ELEVATION
1/4" = 1'-0"4
ELEVATION1/4" = 1'-0"3
NOTE:SIDING- ALLURA FIBER CEMENT SOFFIT,24"X12", MAPLE
ES
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BUILDING SECTION3/8" = 1'-0"2
CEMENT BD PANELDOW AIR/WATER BARRIER
TAPE SEAMS
DOW/AIR/WATER BARRIERCEMENT BD PANEL(BLACK)
1x2 COMP BATTENS (P-2)
FULLY ADHERED EPDM ROOF1
2" SEPARATION BD3
4" PLYWD ROOF SHEATHINGRIPPED 2x4 SLEEPERS@ 24" O.C
2x10 ROOF RAFTERS @ 24"O.CW/ JOIST HANGERS
2x10 LEDGER BOLTED TO CMU
WATER CLOSETSEAT TO BE 17"-19"FROM FINISHEDFLOOR TO TOP OFSEAT
3
S100
2
A501
1
S101
2
A501
COMPACTED CLEANGRANULAR FILL
5" CONC SLAB W/6x6 10
10 WIRE MESHREINFORCEMENT
8" BLACK CMUREINFORCED W/#5 @ 48"O.C VERTGROUTED @ REINFORCEDCELLS
CEMENT BD PANELDOW AIR/WATER BARRIERTAPE SEAMS
DOW/AIR/WATER BARRIERCEMENT BD PANEL(P-2)1x2 COMP BATTENS@ 24" O.C (BLACK)
CAULK JOINTS
PREFINISHED METALCOPING (PITCHED)
PREFINISHED METALFLASHING/ COUNTER FLASHING
BOND BEAM
PREFINISHED METALSCUPPER
FULLY ADHERED EPDM ROOF1
2" SEPARATION BD3
4" PLYWD ROOF SHEATHINGRIPPED 2x4 SLEEPERS@ 24" O.C
2x12 ROOF RAFTERS @ 24"O.C W/JOIST HANGERS
CEMENT BD PANEL P-3
#5 REBAR @ 18" O.C(4) #5 REBAR CONTINUOUS
STEEL COLUMN
SOLID GROUT
ELEV 100'-0"
TOP OF FOUNDATION
GRAB BAR
SANITARYNAPKINDISPOSAL
TP DISPENSER
1. 8" CMU TO BE REINFORCED W/ # 5 @ 48" O.C. VERTICAL GROUTED @ REINFORCED CELLS
2. 12" CMU TO BE REINFORCED W/ # 5 @ 24"O.C. VERTICAL GROUTED @ REINFORCED CELLS
3. INSTALL BOND BEAM @ TOP COURSE OF ALL CMU WALLS W/ (2) # 5 BARS CONTINUOUS
NOTE:
BOND BEAM
BUILT IN GUTTERGUTTER 1" DEEP @
STONE WALL(HIGH SIDE)3 1/2" TOTAL DROP
ENTIRE LENGTH
TOP OF SLAB
CEMENT BD PANEL P-3VAPOR BARRIER
6" RIGID INSUL
36x84 HM FRAMESTEEL DOOR
PREFINISHED METALFLASHING/ COUNTER FLASHING
PREFINISHED METALCOPING (PITCHED)
GLULAM BEAM
36x96 ALUM FRAMEBLACK INSULATEDFRP DOOR
TOP OF FTG
TOP OF FND WALL
TOP OF CMU
TOP OF PLATE
TOP OF COPING
WDW HEAD
10 B
.C
FULLY ADHERED EPDM ROOF1
2" SEPARATION BD3
4" PLYWD ROOF SHEATHINGRIPPED 2x4 SLEEPERS@ 24" O.C
2x10 ROOF RAFTERS @ 24"O.C W/JOIST HANGERS
2x10 LEDGER BOLTED TO CMUWALL BEYOND
PREFINISHED METALFLASHING/ COUNTER FLASHING
BUILT IN GUTTER
SEALED 12" CMU
PREFINISHED MTLSILL TYPICAL
WALL ASSEMBLY:CEMENT BD PANELDOW-WEATHERMATEAIR/WATER BARRIER1
2" OSB SHEATHING2x4 STUDS @ 16" O.CR-13 FIBERGLASS INSULVAPOR BARRIERCEMENT PANEL
2" STONE VENEER
COMPACTED CLEANGRANULAR FILL
RAISED CONC SLAB@ EQUIPT
FROSTED INSUL GLAZEDALUM WDW UNIT
5" CONC SLABSLOPE AWAY
4" CONC SLAB W/6x6 10
10 WIRE MESHREINFORCEMENTVAPOR BARRIER
2" RIGID INSUL
TOP OF FOUNDATION
TOP OF FND WALL
2x4 STUDS @ 16" O.C.CEMENT BD PANEL EA SIDE
EXTEND RUBBER UP BEHINDFASCIA SET ON 1/4 FURRING
CEMENT BD PANELDOW AIR/WATER BARRIERTAPE SEAMS
CEMENTBD
PANELSET IN
WINDOWFRAME
JOIST HANGER(TYP)
2x4 SOFFIT FRAMING @ 24" O.C
FULLY ADHERED EPDM ROOF1
2" SEPARATION BD3
4" PLYWD ROOF SHEATHINGRIPPED 2x4 SLEEPERS@ 24"O.C2x12 ROOF RAFTERS @ 24"O.CW/ JOIST HANGERS
2x10 OUTRIGGERS @ 24" O.CW/ 2x4 KICKER
CEMENT BD PANELCEILING STAGGER JOINTS(RUNNING BOND) STEEL SUPPORT BEYOND
SEE STRUCT
BUILT IN GUTTERCONT SLOPE TO SCUPPERS
TOP OF SLAB
PREFINISHED DRIP EDGE
CEMENT BD SOFFIT
(2) LAYERS 3 4" PLYWDGLUE/SCREWSTAGGER SEAMS
TAPERED INSULSLOPE TO DRAIN
OPEN FACE D.S
DRIP EDGE
BUILDING SECTION @ MECH RM1/2" = 1'-0"
SECTION @ CANOPY1/2" = 1'-0"3
2" CONT VENT STRIP W/SCREENPREFINISHED MTL
2" CONT VENT STRIP W/SCREENPREFINISHED MTL
8" BLACK CMUREINFORCED W/
#5 @ 48"O.C VERTGROUTED @ REINFORCED
CELLS
2" CONT VENT STRIP W/SCREENPREFINISHED MTL
1. 8" CMU TO BE REINFORCED W/ # 5 @ 48" O.C. VERTICAL GROUTED @ REINFORCED CELLS
2. 12" CMU TO BE REINFORCED W/ # 5 @ 24"O.C. VERTICAL GROUTED @ REINFORCED CELLS
3. INSTALL BOND BEAM @ TOP COURSE OF ALL CMU WALLS W/ (2) # 5 BARS CONTINUOUS
NOTE:
12
3
1
DETAIL @ WATER FOUNTAIN1 1/2" = 1'-0"4
2" STONE VENEER
2X P.T. BLOCKING @PERIMETER MATCHSTONE THICKNESS
METAL BACK PLATE
BOTTLE FILLER
WATER FOUNTAIN
CMU BLOCK
STAINLESS STEEL THRUWALL FLASHING BEHINDSTONE
2" STONE VENEER
BACKER ROD & CAULK
BACKER ROD & CAULK
A500
07.15.2016DATE:
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SHEET:
PROJECT:
NUMBER: 151204.00
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TOP OF FND WALL
PREFINISHED METALFLASHING/ COUNTER FLASHING
24"x42"PLATEGLASS MIRRORIN S.S FRAME
℄
BRASS
FLUSHOMETERTOUCHLESSK-10956
FROSTED INSUL GLAZEDALUM WDW UNIT
CEMENT BD SOFFIT& FASCIA
GLULAM BEAM
ELEV.100'-0"
PREFINISHED METALFLASHING/ COUNTER FLASHING
6" RIGID INSULVAPOR BARRIER
58" TYPE X GWB
2" CONT VENT STRIP W/SCREENPREFINISHED MTL
MTL STRAP (TYP)
COMPACTED CLEANGRANULAR FILL
ELEV.100'-0"
4
TOP OF CMU
TOP OF LVL
TOP OF COPING
WDW HEAD
PREFINISHED METALFLASHING/ COUNTER FLASHING
TOP OF SLAB
BUILT IN GUTTER
EXTEND RUBBER UP BEHINDFASCIA SET ON 1/4 FURRING
PREFINISHED METALCOPING (PITCHED)
PREFINISHED METALFLASHING/ COUNTER FLASHING
BUILT IN GUTTERPREFINISHED METALCOPING (PITCHED)
2 14" PREFINISHED METALDRIP EDGE
PAINTED 12" CMU P-336x96 ALUM FRAME
BLACK FRP DOOR
2x12 ROOF RAFTERS @ 24"O.C(2) 34 PLYWOOD GUSSET EACH SIDE OFRAFTER. ATTACH KICKER TO FACE OF
PLYWOOD
2x12 RAFTERS @ 24"O.C
2x8 CEILING JOISTS @ 24" O.C
6" RIGID INSULVAPOR BARRIER5
8" TYPE X GWB
GRAB BARSTYPICAL
HOSE BIBDRINKING FOUNTAIN
8" BLACK CMUREINFORCED W/
#5 @ 48"O.C VERTGROUTED @ REINFORCED
CELLS
BOND BEAMW/ (2) #5 BARS
LVL BEAM 2x12 ROOF RAFTERS @ 24"O.C
MTL CLIP (TYP)
2x12 ROOF RAFTERS @ 24"O.CSTRAPPED TO FRAMING ABOVE
2 14" PREFINISHED METALDRIP EDGE
2 14" PREFINISHED METALDRIP EDGE
HOSE BIB
RIPPED 2x SLEEPERS@ EACH RAFTER
PAINTED 12" CMU P-3
36x96 ALUM FRAMEBLACK FRP DOOR
BOND BEAM
FROSTED INSUL GLAZEDALUM WDW UNIT
2" CONT VENT STRIP W/SCREENPREFINISHED MTL
HAND DRYER
2" STONE VENEER
2" STONE VENEER2" STONE VENEER
8" BLACK CMUREINFORCED W/#5 @ 48"O.C VERTGROUTED @ REINFORCEDCELLS
2x8 CEILING JOISTS @ 24" O.CCEMENT BD PANELDOW AIR/WATER BARRIER
TAPE SEAMS
DRIP EDGE
CEMENT BD PANELDOW AIR/WATER BARRIERTAPE SEAMS
2" CONT VENT STRIP W/SCREENPREFINISHED MTL
5" CONC SLABW/#4 BARS @12" O.CDOWELED IN TO WALLSBEYOND
4" CONC SLAB W/6x6 10
10 WIRE MESHREINFORCEMENTVAPOR BARRIER
2" RIGID INSUL
4" CONC SLAB W/6x6 10
10 WIRE MESHREINFORCEMENTVAPOR BARRIERCOMPACTED CLEAN
GRANULAR FILL
5" CONC SLABSLOPE AWAY TOP OF FND WALL
TOP OF CMU
TOP OF LVL
TOP OF COPING
WDW HEAD
TOP OF SLABTOP OF FND WALL
TOP OF FND WALL
BUILDING SECTION @ WOMENS1/2" = 1'-0"
3
WATER CLOSET SEAT TOBE 17"-19" FROM FINISHEDFLOOR TO TOP OF SEAT
(2) 2X12's
5" CONC SLABW/#4 BARS @12" O.C DOWELED IN
TO WALLS BEYOND
24"x42"PLATEGLASS MIRRORIN S.S FRAME
STAINLESS STEELGRAB BARS
10 B
.C
10 B
.C
BRASS
FLUSHOMETERTOUCHLESSK-10956
BRASS
FLUSHOMETERTOUCHLESSK-10956
BRASS
FLUSHOMETERTOUCHLESSK-10956
BRASS
FLUSHOMETERTOUCHLESSK-10956
BRASS
FLUSHOMETERTOUCHLESSK-10956
BRASS
FLUSHOMETERTOUCHLESSK-10956
BRASS
FLUSHOMETERTOUCHLESSK-10956
BRASS
FLUSHOMETERTOUCHLESSK-10956
BRASS
FLUSHOMETERTOUCHLESSK-10956
BRASS
FLUSHOMETERTOUCHLESSK-10956
A5004
BUILDING SECTION @ MENS1/2" = 1'-0"
STEEL COLUMN DTL @ EXT WALL1 1/2" = 1'-0"1
HSS 3x3x316" POST
PL38"x7"x9" BASE PLATE
W/ (2) SIMPSON TITEN HD3
4"x5" ANCHORS
3 12"x 11 7 8" LVL
TERMINATION BARCOUNTER FLASHING
2" STONE VENEER
PREFIN METAL COPING(PITCHED)
ICE/WATER SHIELDTREATED 2X BLOCKING
RIPPED 2X SETON RAFTERS
12" SEPARATION BD
34" T&G PLWD ROOF
SHEATHING
TREATED 2X BLOCKING
BOND BEAM TOP COURSEW/ (2) #5 BARS
COPING DETAIL @ STONE WALL1 1/2" = 1'-0"2A
CAP PL 12"x6" LONG & SIDE PLATES3
8"x6" TALL W/ (2) VERTICAL SLOTTEDHOLES FOR 3 4" DIA THRU BOLTS
1
STRIPPING PLIES FEATHEREDOVER THE EDGE METAL, EACHEXTENDING A MIN. OF 3"BEYOND THE METAL AND THEUNDERLYING PLY.
2 ROWS OF 8" O.C. HOT DIPPED GALVANIZEDROOFING NAILS, STAGGERED.1X NAILER
PRIMED LOW-RISE GRAVEL STOP OREDGE METAL SET OVER THE BASE /INTER-PLY IN A LAYER OF PLASTIC ROOFCEMENT.
BASE / INTER-PLY INSTALLED OVERTHE INSULATION / COVER BOARD ORROOF SUBSTRATE AND TURNED DOWNTHE EDGE 1/4" BEYOND THETHICKNESS OF THE NAILER.
NOTE:
INSTALL 4" LAYER OF PLASTIC CEMENT AT THE
OVERLAP. EMBED NEXT LOW-RISE GRAVEL STOP OF
EDGE METAL INTO PLASTIC CEMENT AND FASTEN.
CEMENT BD PANELDOW HOUSE WRAP(TAPE SEAMS)
12" SEPARATION BD
34" PLYWOOD SHEATHING
(2 LAYERS) 3 4" PLYWOOD SUB-FASCIA
TREATED 2x8 NAILER12" WIDE 20GA GALVANCHOR CLIPS
@ 48"O.C
#9x1 12" STAINLESS STEELFASTENERS
COPING DETAIL @ WING WALL3" = 1'-0"B
ROOF EDGE DETAIL3" = 1'-0"C
A501
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NUMBER: 151204.00
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