HomeMy WebLinkAbout05080039 Elevation Garden Center - Sections Sht. A7.1 Rcv. 3/21/2006TUBE STEEL REFER TO
STRUCTURAL
112' -0
T. _
0. FENCE
— 03' -4»
T.O. KNEE WALL
4" PRECAST STONE CAP -
SLOPE TOP 1/2" PER 1' -0"
DOWN TO EXTERIOR
PREFINISHED METAL ROOF
PANELS
STEEL BEAM,
WER TO
STRUCTURAL
METAL RAKE TRIM
l I PRE- FINISHED TO I :: n
i
MATCH ROOF
— — STEEL JOIST, REFER TO
A7 3 -0P ��� U � fr�t<
STRUCTURAL DRAWINGS
ACCENT BAND 3'sEFER
-0"
{.
FENCE
TO EXTERIOR
_ 0",
T.O.
SLAB
ELEVATIONS.
A7.3 -05
7
0
TUBE STEEL REFER TO
STRUCTURAL
112 0»
T.O. FENCE
EXTER-Ok
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Lj
U
BRICK VENEER
w
co
(�
REFER TO EXTERIOR
'
ELEVATIONS.�;
mom
BRICK VENEER
FEFER TO EXTERIOR
1/4" PLl'U100D COVERED
ELEVATIONS.
%
BY BREAK METAL
71 1
i�
=%
r
PRECAST STONE
ACCENT BAND REFER
A1/7
TO EXTERIOR,
ELEVATIONS.
(�
v
PRECAST STOIC.
ACCENT BAND 3'sEFER
-0"
j.
i
FENCE
TO EXTERIOR
_ 0",
T.O.
SLAB
ELEVATIONS.
7
0
TUBE STEEL REFER TO
STRUCTURAL
112 0»
T.O. FENCE
EXTER-Ok
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U
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l
SECURITY EXPANDED
METAL DIAMOND MESH
BACKING - TACK WELD TO
RAILS
GARDEN
CENTER
125
TUBE STEEL REFER TO
STRUCTURAL
112' -0"
T. 0. FENCE _ i
EXTERIOR
HORIZONTAL. FENCE RAIL,
REFER TO PENCE
SCHEDULES FOR SIZE (TYP) „
103-4 _
T.O. KNEE WALL
STEEL COLUMN FOR HIGH
CANOPY ROOF STRUCTURE.
REFER TO STRUCTURAL
DRAWINGS
GARDEN CENTER LIGHT
FIXTURE. REFER TO
ELECTRICAL. FOR TYPE
EXIFAOR
2" SCHEDULE 40 STEEL
PIPE WELDED TO PLATE
3/4" PLATE WELD =^ *^
POST TUBE STEEL
i
i
GARDEN
CENTER
IF-
SLIPFITTER CONNECTION
SLIDES OVER TUBE
X
L1
U_
GARDEN CENTER
FENCE POST
HORIZONTAL PENCE RAIL.,
REFER TO PENCE
SCHEDULES FOR SIZE (TYP)
4" PRECAST STONE CAP -
SLOPE TOP 1/2" PER 1' -0"
D= TO EXTERIOR
f � �} I1 ` 8" M� s�,at FACE
112'
-0"
T.O.
FENCE
100'
_ 0",
T.O.
SLAB
A 7 1 f) A GARDEN CENTER FRONT ELEVATION
13
12 125' -8"
T.O. CONC.
124' -0"
T.O.
CONC.(O
W� 1)
owe
1.
x 4" ALUMINUM ANGLE BASE
t BOOTH SUPPLIER
:14'11.K PERIMETER TO - -� —�-
�.L BASE TO CONCRETE
ANCHOR (FURNISHED BY
INSTALLER/CONTRACTOR)
GARDEN CENTER
CONCRETE SLAB
d
a
a
TOLL BOOTH ANCHOR DETAIL
-Opp
A7ml�10
<EYED NOTES:
1 OVERHEAD COILING DOOR REFER TO DOOR SCHEDULE SHEET A4.1 AND A
2 FENCE GATES. REFER TO DOOR SCHEDULE ON AND DETAILS ON A
SIGNAGE, NOT IN CONTRACT
4 PREFINISHED METAL. ROOF PANELS PT -4
5 PREPINISHED 6 "X6" METAL GUTTER PT -4 REFER TO A1.
6 PROVIDE EDGE TRIM AND FLASHING AT CANOPY ENDS, REFER TO A7.
7 ENCLOSURE BETWEEN GARDEN CENTER STRUCTURE AND CANOPY BEYOND. FURNISHED BY OUTER
8 ILLUMINATED LOW CANOPY FACADE STRUCTURE, FURNISHED BY OWNER. COLOR TO MATCH PT -1
. 9 RETAINING WALL WITH RUBE =D FINISH
10 LINE OF BUILDING
f 11 APPROXIMATE LINE OF TRUCK WELL. REFER TO CIVIL DRAWINGS AND PLAN
A1.0 _
0 2 POLE M01UNTED LIGHTS. REFER TO ELECTRICAL DRAWINGS AND DETAILS A7.1 AND A7.1-08
4 3 L IGHTPOLE WITH CONC RETE BASE. REFER TO ELECTRICAL DRAWINGS.
f" 4 TOP OF THIS FENCE SECTION TO REMAIN LEVEL.
�15 3' -4" HIGH CONCRETE MASONRY UNIT (C.M.U.) KNEEWALL. REFER TO SHEET —A-7-2--'t-OR DETAILS
16 CONCRETE MASONRY UNIT (C. I.U.) PILASTER. REFER TO SHEET A7 FOR DETAILS
(17 MASONRY KNEEWALL M -2 . REFER TO SECTIONS FOR HEIGHT.
1, 18 BRICK VENEER M -1
19 MASONRY ACCENT BAND
\20 E.IF.S. CORNICE t BANDING, PAINT PT -2
21 PREFISHED METAL COPING CAP, PAINT PT -5
(<2 MASONRY CONTROL JOINTS
FENCE TYPES:
e TM
partners
1201 Dublin Road
Columbus, Ohio 43215
614.221.0840 T
614.221.2484 F
innovate @wdpartners.com
Atlanta
Boston
Chicago
Columbus
Dallas
Los Angeles
Miami
102K SQUARE
35K GARDEN CENTER
E3
IE-
VC
STORE ## 2037
NEC MICHIGAN &
99TH STREET
CARMEL., IN
/SARI 305.2
STATE OF
e•�
ry� r1'Nu r1r%1L 0V?iICVULt U 1 '� 1 1 1 f2 1 I LC 1lf X71 ! Q� R Ni7�EMlAN1 317E3 FOR P03T3 AT 1(1' -A' A f! ehtn ees sf e n t 1
124' -0"
T. 6. CON C.
120'_ -0"
T.O. FENCE
100,_0" _
T.O. SLAB
GARDEN CENTER SIDE ELEVATION
. SCALE: 1/16 tp=l I-0"
• .. �r.�..ESS NOTED oT�Rw�
STD, PIPE PENCE AND GATES (ASTM A53, GRADE B - SCHE. 40 UN.O.) W
SQUARE TUBE STEEL PENCE SYSTEM (ASTM A500, GRADE B)
TYPICAL POST GREATER THAN 0
TYPICAL POST TO 14' -0"
14' -0" TO 20' -0 11 " TYPICAL POST GREATER VAN JAMB POSTS AND HEADERS AT JAMB POSTS AND HEADERS AT
{ TYPICAL POST TO 14' -0 14' -0" TO 20' -0" COILING DOORS TO 14' -0" ILING DOORS GREATER THAN GATE FRAMING
DRILLED SHAFT DRILLED SHAFT I 14' -0" TO 20' -0" 0 (n
PI DRILLED SHAFT DRILL SHA;n
ED T DRILLED SHAFT DRILLED SHAFT �-
SIZE FOUNDATION SIZE FOUNDATION a- HSS FOUNDATION HSS FOUNDATION HSS FOUNDATION FOUNDATION
PENCE (NOMINAL) DIAMETER (NOMINAL) DIAMETER -� SIZE DI,ER SIZE - SI HSS PERIMETER INT. HORIZ. 1
TYPE (INCHES) DEPTH (INCH =S) DEPTH (INCH =S) DEPTH DIAMETER DEFrH ZE DIAMETER DEPTH SIZE DIAMETER =� HSS SIZE HSS SIZE 0
(INCHES) ( INCHES) (INCHES)
DEPTH
FEN CE -1
LU
7—
ISSUED FOR PERMIT
FENCE-::4:] 3 1!2 x 3116 18 5 x 1/4 18 4 5 x 1/4 IS 6= -0" 8 x 1/4 24 'i' -0" 1 �� 11/29/05
Uj
I/2 x 3/16
ISSUED FOR BID
HSS BASES ANCHOR HSS BASES ANCHOR 00 /00 /00
STANDARD PIPE NOT TO BE USED FOR THESE FENCE TYPES SIZE PLAT= BOLTS SIZE PLATE BOLTS 3 x 3/16 2 x 3/16
DESIGN x DIA. DESIGN 10 x DIA. PROTOTYPE
FENCE -2
102- DB09:06/22/05 LU
4 x 3116 NONE NONE 4 x 3/16 NONE NC1;,.E 6 x 3/8 12 x 11/4 (4) 1" DIA. 8 x 5/16 14 x 11/6 (4)11/4 DI 13/4 x 3/16•
GENERATION DATE
FENCE -3 3 1/2 x 3116 NONE NONE 4 x 3/16 NONE Nct E 6 x 3/8 12 x 11/4 (4) 1" DIA. 8 x 5/16 14 x 1 1/S (4)1 V4 DI 13/4 x 3/16 10/13/05
NOTES
DESIGN WIND SPEED• 20 MPH IBC 2000/2003 (15 MPH UBC 1990 •• 4 x 3116 AT TOP AND WD PROJECT NUMBER
A. ALL DIMENSIONS ARE IN INCHES, UNLESS NOTED OTHERWISE. ALL SIZES ARE TYPICAL UNLESS NOTED OTHERWISE. Uj
B. PIPE SIZES FOLLOWED BY AN ASTERISK SHALL BE SCHEDULE 80 PIPE. BOTTOM RAILS HDPB62063
C. USE SQUARE TUBE STEEL JAMB POSTS AT ALL C0ILIt3 DOORS, INCLUDING WHERE STANDARD PIPE FENCING IS SPECIFIED. HSS HEADER SIZE FOR COILING DOORS ARE TO BE SIZED TO MATCH JAMB POSTS.
D. BASE PLATES AND ANCHOR BOLTS SHALL BE DETAILED ACCORDING TO THE STRUCTURAL DRAWINGS.
E. THE TOP AND INTERMEDIATE HORIZONTAL FENCE RAILS ARE TO REMAIN PARALLEL TO EACH OTHER AT ALL TIMES AND ARE LEVEL OR SLOPED WITH GR=ADE AS DEFINED ON ELEVATIONS ON THIS SHEET.
P. THE BOTTOM HORIZONTAL PENCE RAIL IS TO RUN PARALLEL TO THE TOP OF CONCRETE SLAB /ASPHALT. THE BOTTOM OF THE RAIL IS To BE HELD V FRONT TOP OF CONCRETE S A -
L B /ASPHALT.
G. GENERAL CONTRACTOR SHALL UTILIZE THE ABOVE CHART TO DETERMINE PENCE POST AND RAIL SIZES REQUIRED FOR THIS PROJECT. INFORMATION if !p IRED TO SELECT THE APPROPRIATE SIZES SHALL BE THE "FENCE TYPE" AND "HEIGHT" AS IN IC 1
ON THE ARCHITECTURAL DRAWINGS AND "WIND VELOCITY" AS INDICATED UNDER "GENERAL NOTES - DESIGN CRITERIA" ON STRUCTURAL DRAWING S0.1 D ATED
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