HomeMy WebLinkAbout27-Carmel IN-A6.3-A6.32 PIECE COMPRESSION COPING CAP
(BONE WHITE) BY DUROLAST M7T17/2"
SLOPE TO ROOF INSTALL PER
O.S.B. SHEATHING
MFGR. SPECS
SHIM TO SLOPE
O. PLATE
LEVATION = 120'-0"
STO 1" DRAINABLE EXTERIOR INSULATED
FINISH SYSTEM (E.I.F.S.) ADHESIVELY
2X SOFFIT FRAMING AT 1C O.C. MAX
ADHERED
BRICK -I INTERSTATE BRICK
/
(MOUNTAIN RED) - W/ ADJ.
\ /
2X8 STUDS AT 16" O.C. MAX. REFER TO STRUCK.
TIES AT 24" O.C. HORIZ AND
PLANS AND DETAILS FOR SPACING AND
16" O.C. VERT
ATTACHMENT DETAILS
-
EXTEND ROOFING OVER TOP OF STUD WALL
1/2" APA RATED WALL SHEATHING W/ (2)
J
COATS STO-GOLD-20MIL CONTINUOUS WATER
DURO-LAST WHITE 50 MIL REINF.
PROOFING TOTAL THICKNESS REFER TO
THERMOPLASTIC ROOFING MEMBRANE OVER
STRUCTL. PLANS AND NOTES FOR NAILING
-
R24 RIGID INSUL.
REQUIREMENTS
5/8" PLYWOOD ROOF SHEATHING
2X70 BLKG. (FIT TIGHT
REFER TO STRUCK. PLANS AND
)
NOTES FOR NAILING REQUIREMENTS
AND TOENAIL)
GOOSENECK LIGHT FIXTURE
(BLACK) PROMDE BLOCKING
FOR ATTACHMENT
,LC.L. OF LIGHT FIXTURE
ATIO
BRICK-3
/
CLOUD CERAMIC - EBONY IRONSPOT -
SOUDER COURSE 3
A6.6
EXTERIOR FABRIC AWNING
ALUM. FRAME BY AWNING
MANUF. -AWNING MANUF. TO
PROVIDE CONNECTION TO STEEL
COLUMN BELOW SEE DETAIL
\
2/A6.3
TRUSS BEARING LIV L
EVATIO
PREFAB ROOFOF
TRUSSES,
REFER STRUCTURAL
I I AT DINING AREAS EXTEND 5/8" GYP.
BOARD TO BOTTOM OF ROOF DECK
AWNING FINISH PER SHEET A7 AND SCHEDULE
IATION = 109'-0" 3,_0. WOOD HEADER LINTEL - REF.
STRUCT.
STRIP FIXTURES REFER TO REFLECTED
CEIUNG PLAN SHEET AS PROVIDED BY COREOWNERS VENDOR AND INSTALLED BY G.C. $ PERIMETER
CAULK AT WINDOW INTERIOR
A6.6 PERIMETER
BACKER ROD & GOUT. SEALANT AT NOW. DARK BRONZE ALUM. STOREFRONT
PERIMETE FRAMES w/ THERMAL BREAK
& 1" INSUL LOW "E" CLEAR GLAZING.
TA-1
RETURN GYP. 80. BEYOND AT HEAD AND
CONRNENTAL CAST STONE, SMOOTH FACE
JAMBS
1 GONT. CAULK, EYE. AT WOW. INTERIOR
1/2" APA RATED WALL SHEATHING W/
ACTS PERIMETER
(2) COATS STO-GOLD-20MIL
CONTINUOUS WATER PRO09NG TOTAL
\
SOLID SURFACE WO. TRIM
THICKNESS REFER TO STRUCTL. PLANS10
/
\
AND NOTES FOR NAILING REQUIREMENTS
R-19 BAIT. INSUL.
T.O. WAINSCOT STONE LEDGE
LEVA90N = 104'-0"
5/8" GYP. BD., FINISH PER PLAN AND
STONE-1
/� SCHED. PROVIDE 5/8" PLYWD. TO
CONTINENTAL CAST STONE, 4" TH.,
L 4'-0" A.F.F. AT BOOTH LOCATIONS
SMOOTH FACE
2X6 STUDS AT 16" O.C. MAX
'MORTARNET' BRAND, MORTAR
G.C. TO PROVIDE 2X BACKING FOR
NET COLLECTION SYSTEM TO EXTEND UP TO
BOOTH ATTACH. TO 30"" A.F.F. AT
NRST ANCHOR
BOOTH LOCATIONS
6
A6.5
SILL ANCHORS PER STRUCTURAL
2x TREATED SILL
CONTINOUS FLEXIBLE FLASHING ADHERE TO
_i
PLYWD- WITH QUADRO-VENT, WEEP SYSTEM
BASE PER FINISH SCUD.
S
(HOHMANN & BARNARD) 0 24" O.C.
TILE FLOOR W/ CONT. LATICRETE #9235
G— SLOPE SLAB
WATERPROOF MEMBRANE REFER TO DETAIL
FINISHEDOOR FL2%MAX
AN
it
1/013
LEVAO-
1/2" EXPANSION MATERIAL _ _
W/ SELF LEVELING JOINT - MIN. 5" SAND FILL
SEALING ND I I I —I 10 MIL VAPOR BARRIER
GROUT 3 OLIO LID -
T j i i 2" THICK PERIMETER INSUL.
I� CONCRETE SLAB & FOUNDATION
RELEASED FOR CONSTRUCTION WALL - REFER TO STRUCTURAL
FOR SIZE &REINF.
Subject to compliance with all regulations WALL SECTION
of State and Local Codes 3/4"
City of Camel
dNTX� \
DATE: \\ 04/03/19
M
A6.1
2 PIECE COMPRESSION COPING CAP
(BONE WHITE) Si �
SLOPE TOWARDSS ROOFOOF INSTALL PER /
MFGR. SPECS �
T.O. PLATE
LEVARON = 120-0"
2X SOFFIT FRAMING AT o 1
1C O.C. MAX
STO 1" DRAINABLE EXTERIOR INSULATED
FINISH SYSTEM (EI.F.S.) ADHESIVELY
ADHERED
2X6 STUDS AT 16" O.C. MAX. REFER TO
STRUCTL. PLANS AND DETAILS FOR
SPACING AND ATTACHMENT DETAILS -
BRICK-1 INTERSTATE BRICK
(MOUNTAIN RED) - W/ ADJ.
TIES AT 24" O.C. HORIZ. AND
16' O.C. VERT.
1/2" APA RATED WALL SHEATHING W/ (2)
COATS STO-GOLD-20MIL CONTINUOUS WATER
PROOFING TOTAL THICKNESS REFER TO
STRUCTL. PLANS AND NOTES FOR NAILING
REQUIREMENTS
"10T.O. TRUSS BEARING
LEVAiION = U O'
AWNING (BEYOND)
TLLLVAauN = lW -o
BRICK-1 INTERSTATE BRICK
(MOUNTAIN RED) - W/ ADJ.
TIES AT 24" O.C. HORIZ. AND
16" O.C. VERT.
FIRE BLOCKING IN WALL FRAMING
WHERE REQUIRED BY CODE
CONTINENTAL CAST STONE, SMOOTH FACE
AT.O. WAINSCOT CAP STONE
LEVAl101'E N 1114
'0"
CONTINENTAL CAST STONE, 4" TH.,
SMOOTH FACE
'MORTARNET' BRAND, MORTAR
NET COLLECTION SYSTEM TO
EXTEND UP TO FIRST ANCHOR —
CONTINOUS FLEXIBLE FLASHING ADHERE TO
PLYWTI. WITH QUADRO-VENT, WEEP SYSTEM
(HOHMANN & BARNARD) 0 24" O.C. —
CONG WAIN -REF. CIVIL DRWGS.
AT.O. FINISHED FLOORFINISHED FLOOR\\�1
ATION
/
1/2' O.S.B. SHEATHING
SHIM TO SLOPE
2X6 STUDS AT W O.C. MAX. REFER TO
/ STRUCTL. PLANS AND DETAILS FOR
SPACING AND ATTACHMENT DETAILS
EXTEND ROOFING OVER TOP OF
STUD WALL
DURO-LAST WHITE 50 MIL REINF.
THERMOPLASTIC ROOFING MEMBRANE OVER
R24 RIGID INSUL.
OD
SHEATHING
PLANS AND
NOTEREFES FOR OATO �UNG FREQUIREMENTS
2 PIECE COMPRESSION COPING CAP 1
(BONE WHITE) BY IUROLAST
SLOPE TOWARDS ROOF INSTALL PER A6.2 51M.
MFGR. SPECS
O. PLATE
LEVATION = 120-0" Fir\
STO 1" DRAINABLE EXTERIOR
INSULATED FINISH SYSTEM (ELF.S.)
ADHESIVELY ADHERED
CONTINENTAL CAST STONE, 4" TIE,
SPLIT FACE
III i.0. TRUSS BEARING
III®III III LEVAiION = 112'-0-0"
EXTERIOR FABRIC AWNING
ALUM. FRAME BY AWNING
MANUF. - AWNING MANUF. TO
PRE- FAB ROOF TRUSSES, "DE CONNECTION TO STEEL
REFER STRUCTURAL AN BELOW SEE DETAIL
yr0'3
2X6 STUDS AT 16" O.C. - REFER TO
STRUCK. PLANS AND DETAILS FOR
SPACING AND ATTACHMENT
R-19 BATT. INSUL.
5/8" GYP. BE., FINISH PER PLAN AND
SCHED. PROVIDE 5/8" PLYWO. TO
4'-0" AF E AT BOOTH LOCATIONS
2X6 STUDS AT 16" O.C. MAX
G.C. TO PROVIDE 2X BACKING FOR
BOOTH ATTACH. TO 30"" A.F.F. AT
BOOTH LOCATIONS
SILL ANCHORS PER STRUCTURAL
2x TREATED WO. SILL
BASE PER FINISH SCHD.
TILE FLOOR W/ CORE LATICRETE #9235
WATERPROOF MEMBRANE REFER TO DETAIL
/Al3
+ MIN 5" (SAND FILL
A -VI 10 MIL VAPOR BARRIER
2" THICK PERIMETER INSUL
O WALL SECTION--
3/4" - 1 -0
CONCRETE SLAB &FOUNDATION
WALL - REFER TO STRUCTURAL
FOR SIZE & REINF.
.0. AWNING WHERE
LEVATION - 109'-I
AIIUN = 1UU -U
STRIP FIXTURES REFER TO REFLECTED
CEILING PLAN SHEET A2 PROVIDED BY
OWNERS VENDOR AND INSTALLED BY G.C.
KTCAP.0. WAINSCOT
STONE_
EVATIO
DOUG. WALK - REF. CIVIL DRWGS.
T.O. FINISHED FLOOR _
LEVAHOI - 100'-0" -
v °a
O WALL SECTION
3/4" = 1'-0"
1/2" O.S.B . SHE
SHIM TO SLOPE
2X SOFFIT FRAMING AT 16" O.C. MAX
EXTEND ROOFING TO BEGET
2X6 STUDS AT 16" O.C. MAX. REFER TO
STRUCTL. PLANS AND DETAILS FOR
SPACING AND ATTACHMENT DETAILS
DURO-LAST WHITE 50 MIL REINF.
THERMOPLASTIC ROOFING MEMBRANE OVER
R24 RIGID INSUL,
5/8" PLYWOOD ROOF SHEATHING
REFER TO STRUCTL PLANS AND
NOTES FOR NAILING REQUIREMENTS
V AI PRE- B ROOF
REFER STRUCTURAL TRUSSES, 11
— 2X8 CEILING JOIST AT 16" O.C.
TYPE X GYP. BE
CEILING AT 10'-0"
ABOVE FINISH FLOOR
THE DESIGN AND DETAILS
DISCLOSED HEREIN ARE THE
EXCLUSIVE PROPERTY OF
WINTER ARCHITECTS INC. AND
SHALL NOT BE COPIED OR
REPRODUCED IN WHOLE OR
IN PART WITHOUT ITS PRIOR
WRITTEN CONSENT.
DAN WINTER, ARCHITECT
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WINTER
ARCHITECTS
1024 EAST
FIRST STREET
WICHITA, KS.
67214
PH. 316-267-7142
PROJECT
ARCHITECT:
RODGER BAKER
EXTERIOR
WALL
SECTIONS
DATE
11/712018
I0➢fl
SHEET NO.
A6.3