HomeMy WebLinkAbout27-Carmel IN-A6.4-A6.4i
AWNING CONNECTION
PLATE BY AWNING
MFGR.
AWNING FRAME BY
AWNING MFGR.
HOLES TAPPED BY
AWNING INSTALLER
3/8° CAP PLATE
&
AWNING
�c1 ATTAr"RAFNT nTl
1 1/2 S. '/" 171 - ALUM TUBE WELDED FRAME 0 24"o.c.
EXTERIOR FABRIC AWNING
& ALUM. FRAME BY AWNING MANUFACTURER
(2)-TUBE, STRIP FLORESCENT FIXTURES WITH CLEAR
LENS COVERS FIXTURE TO ILLUMINATE PAVING BELOW,
TYP. SUPPLIED BY AWNING MFG. WIRED & INSTALLED
BY ELEC. CONTRACTOR.
1'xl"x 1/8" ALUM.
TUBE LENGTH OF
AWNING 4 PLACES
7LII7\1 = Wv_U I
4,_0"
4'-0" DEEP MTL. AWNING SECTION O
1 1/2" SQ. 1/8" THICK ALUM. TUBE WELDED FRAME 0 24"o. c.
EXTERIOR FABRIC AWNING
& ALUM. FRAME BY AWNING MANUFACTURER
(2)-TUBE, STRIP FLORESCENT FIXTURES WITH CLEAR
LENS COVERS FIXTURE TO ILLUMINATE PAVING BELOW,
TYP. SUPPLIED BY AWNING MFG. WIRED & INSTALLED
BY ELEC. CONTRACTOR.
I"xi"x 1/8" ALUM. TUBE LENGTH OF
AWNING 4 PLACES qS�
0
a
TELEV. = lUY-U
0 3'-0" DEEP MTL. AWNING SECTION
3/4" = 1'-0"
EXTERIOR FABRIC AWNING
& ALUM. FRAME BY AWNING
MANUF. - AWNING MANUF. TO
PROVIDE CONNECTION TO WD.
COLUMN BELOW SEE DETAIL
5/A6.4
1"xt°x 1/8" ALUM.
TUBE LENGTH OF
AWNING 4 PLACES
I"xl"x 1/8' ALUM.
TUBE LENGTH OF
AWNING 4 PLACES
6X6 WOOD
AWNING FRAME —
FACE OF ENS CAP -
(BELOW)
FACE OF PLYWT. —
SHEATHING (BELOW)
AWNING CONNECTION
STRAP - REF. DTL.
5/A6.3
2 PIECE, PRE -FINISHED
MT. (24 GA.) CAP
FLASHING - OVERLAP
ENDS 2" MIN. AND SEAL
WITH CONT. BEAD
SEALANT
PIECE 2
PLAN VIEW
AWNING FRAME
AWNING CONNECTION
PLATE - REF. DTL.
2/A6.3 I
PRE -FINISHED MTL (24 \
GA.) FULL COVER CAP
W/ DRIP EDGE, TYP.—
EIS BAND WITH DRIP
GROOVE
sxs wooD COLUMN SECTION
n PATIO COL. CAP DTL.
CONT. BEAD OF SEALANT
ALONG ENTIRE 2" OVERLAP
1 1/2" - 1' O•
1 1/2" SO, 1/8" THICK
ALUM. TUBE WELDED FRAME
0 24"o. c.
LENSTUBE, STRIP FLORESCENT FIXTURES PAVING
CLEAR BELOW,
LENS COVERS FIXTURE TO ILLUMINATE PA ING BELOW,
TYP. SUPPLIED A AWNING MFG. WIRED INSTALLED
BY ELEC. CONTRACTOR.
' 16'-2 1/2'
O3 10'-4" PATIO AWNING SECTION
3/4" - 1'-0
(2)-TUBE, STRIP FLORESCENT FIXTURES WITH CLEAR
LENS COVERS FIXTURE TO ILLUMINATE PAVING BELOW,
EXTERIOR FABRIC AWNING TYP. SUPPLIED BY AWNING MFG. WIRED & INSTALLED
ALUM. FRAME BY AWNING BY ELEC. CONTRACTOR.
MANUF. - AWNING MANUF. TO
PROVIDE CONNECTION TO WO
COLUMN BELOW SEE DETAIL
5/A6.4
RELEASED FOR CONSTRUCTION 13'-4°
Subject >o` State Co an` .HKall e9alasoos I-4" PATIO AWNING SECTION of State and Local Codes
City ofCannel
dVT�B �o>ne1N0Aa�
DATE: \ 04/03/19
1 1/2' SQ. 1/8" THICK
ALUM. TUBE WELDED FRAME
0 24"o.c.
COLUMN
1
2 PIECE COMPRESSION COPING CAP A6.1 SIM. /2 APA RAZED
SHEATHING SHIM TO
(BONE WHITE) BY DUROLAST SLOPE
SLOPE TOWARDS ROOF INSTALL PER i
MFGR. SPECS /
T 0.`PTAIE LZI
STO I" DRAINABLE EXTERIOR
INSULATED FINISH SYSTEM (E.LE.S.)
ADHESIVELY ADHERED
,LTO- TRUSS BEARING
LEVATION = ITV 0"
CONTINENTAL CAST STONE, 4" TH.,
SPLIT FACE
FIRE BLOCKING IN WALL FRAMING
WHERE REQUIRED BY CODE
CONTINENTAL CAST STONE,
SMOOTH FACE
LO. WAINSCOT
IFVAnnN = 1(
CONTINENTAL CAST STONE,
4" TH., SMOOTH FACE
GONG. WALK - REF. CIVIL DEMOS.
AT.O. FINISHED FLOOR
LEVATO
2X SOFFIT FRAMING AT
/ 16° O.C. MAX
1
.
O WALL SECTION
EXTEND ROOFING OVER TOP OF
STUD WALL
2X6 STUDS AT 16" O.C. MAX.
REFER TO STRUCK. PLANS AND
DETAILS FOR SPACING AND
ATTACHMENT DETAILS
DURO-LAST WHITE 50 MIL REINF.
- THERMOPLASTIC ROOFING MEMBRANE
OVER R24 RIGID INSUL.
OD
SHEATHING
TO STRUCTIL. PLANS AND
NOTES FOR ONAILING FREQUIREMENTS
R-19 BATT. INSUL.
5/8" GYP. BD., FINISH PER PLAN AND
SCHED. PROVIDE 5/8" FLYWU. TO
4'-0" A.F.F. AT BOOTH LOCATIONS
2X6 STUDS AT 16O.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 W0. SILL
BASE PER FINISH SCHD.
TILE FLOOR W/ CONT LATICRETE #9235
WATERPROOF MEMBRANE REFER TO DETAIL
I/A1.3
MIN. 5" SAND FILL
10 MIL VAPOR BARRIER
2" THICK PERIMETER INSUL.
CONCRETE SLAB & FOUNDATION
WALL - REFER TO STRUCTURAL
FOR SIZE & REINF.
2 PIECE COMPRESSION COPING CAP
(BRITE RED) BY DUROLAST MTL-I
SLOPE TOWARDS ROOF INSTALL PER
MFGR. SPECS
0. PLATE
LEVATION = 120'-0'
STO 1" DRAINABLE EXTERIOR
INSULATED FINISH SYSTEM (ELF-S.)
ADHESIVELY ADHERED \
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-COLD-20MIL
CONTINUOUS WATER PROOFING
TOTAL THICKNESS REFER TO
STRUCTL PLANS AND NOTES FOR
NAILING REQUIREMENTS
CLOUD CERAMIC - EBONY IRONSPOT -
SOLIDER COURSE
.LB1M OF BRICK SOLDIER COURSE _
EVATIO
T.O. TRUSS BEARING
'IBLEVATION = III'-0°
AT KITCHEN AREAS EXTEND PLYWOOD
6" ABOVE FINISHED CEILING PER
SHEET A2 AND FINISH SCHEDULE
FIRE BLOCKING IN WALL FRAMING
WHERE REQUIRED BY CODE
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
CONTINENTAL CAST STONE, SMOOTH FACE
.LT.0, WAINSCOT STONE LEDGE
LEVATION = 104'-0"
STONE, 4" TH.,
'MORTARNET' BRAND, MORTAR
NET COLLECTION SYSTEM TO EXTEND
UP TO FIRST ANCHOR
CONTINOUS FLEXIBLE FLASHING ADHERE TO
PLYWII. WITH QUADRO-VENT, WEEP SYSTEM
(HOHMANN & BARNARD) 0 24' O.C.
<— SLOPE SLAB AT
C2%MA. FINISHED FLOOR
X
EVATI
1/2" EXPANSION MATERIAL _
W/ SELF LEVELING JOINT -III
SEALING COMPOUND
GROUT SOLID =
O WALL SECTION
3/4--
1/2" 0S.B. SHEATHING
SHIM TO SLOPE
2X SOFFIT FRAMING AT
16" O.C. MAX
/ 2X6 STUDS AT LC O.C. MAX. REFER TO
STRUCTL. PLANS AND DETAILS FOR
SPACING AND ATTACHMENT DETAILS
EXTEND ROOFING OVER TOP OF
STUD WALL
OURO-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
PRE -
REFER
- - -- AT KITCHEN AREAS EXTEND PLYWOOD
6' ABOVE FINISHED CEILING PER
SHEET AS AND FINISH SCHEDULE
-_---- - R-19 BATT. INSUL.
_— 2X6 STUDS AT 16" O.C. MAX
5
I
5/8" PLYWOOD FINISH PER
PLAN &SCHEDULE
I
5 1/2'
5/8" L
5/8" CEMENT BOARD
SILL ANCHORS PER STRUCTURAL
2x TREATED WU. SILL
BASE PER FINISH SCHD.
DUE FLOOR W/ CONT. LATICRETE N9235
WATERPROOF MEMBRANE REFER TO DETAIL
1 /A"
MDLI'5" SAND FILL
10 MIL VAPOR BARRIER
2" THICK PERIMETER INSUL
CONCRETE SLAB & FOUNDATION
WALL - REFER TO STRUCTURAL
FOR SIZE & REINF.
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
LQ
1'^
V /
0
U�
Z
Q
z
N
=
w
U
zo
Q
U
'LL
IO
UJ
1�
LL
a��"Qp,Y MO/✓0�
P e
AR19 00
g9.�kl �E�.,xxd'S ti
WINTER
ARCHITECTS
1024 EAST
FIRST STREET
WICHITA, KS.
67214
PH. 316-267-7142
PROJECT
ARCHITECT:
RODGER BAKER
EXTERIOR
WALL
SECTIONS
DATE
11/712018
SHEET NO.
MA