0050 - A1.1 PARTIAL ELEVATIONS DETAILS AND SCHEDULES - 3093FINISH FLOOR
100' - 0"
TOM
124' - 0"
10
28' - 8"
3' - 8"
P126U
20' - 4"
P124
SHEET METAL DOOR
HOOD PAINTED TO
MATCH ADJACENT
FINISHES
TOW
124' - 4"
4.08
7.04
4
A1.1
RELOCATED SIGN,
REF 4-A2
EXTEND KNEE WALL
TO CORNER OF
EXPANSION, FINISHES
TO MATCH ADJACENT
S1 CULTURED STONE
VENEER AND PRECAST
CONCRETE SILL
PAINT TRANSITION
4' - 0" 9' - 4" 2' - 0" 9' - 4" 4' - 0"
4.24 4.24 4.24
AM1 AM1 AM1
P124
P83
P126U
12
A1.1
13
A1.1
CULTURED STONE VENEER TO P126U
MATCH EXISTING "CARMEL
MOUNTAIN" LEDGESTONE BY
CORONADO STONE WITH PRECAST
CONCRETE SILL, EXTEND TO INSIDE
CORNER OF RETURN FACE
REF14 - A1.1
FINISH FLOOR
100' - 0"
EXISTING FRONT WALL
125' - 4"
TOM
124' - 0"
3' - 8" 20' - 4"
P124
EXISTING
BUILDING
FACE
P124 CAP
4.08
7.04
TOW
124' - 4"
CULTURED STONE VENEER TO
MATCH EXISTING "CARMEL
MOUNTAIN" LEDGESTONE BY
CORONADO STONE WITH PRECAST
CONCRETE SILL REF14 - A1.1
FINISH FLOOR
100' - 0"
TOM
124' - 0"
A
TOW
124' - 4"
2'-8" WIDE X 1'-0" HIGH
OVERFLOW SCUPPER
OPENING REF 3-A1.1
EXISTING FACE
OF BUILDING
P124 FULL HEIGHT
EXISTING GARDEN CENTER WALL AND FENCE NOT SHOWN FOR CLARITY
4.09
FINISH FLOOR
100' - 0"
TOM
124' - 0"
A
TOW
124' - 4"
_______
A1.2
7
OH
EXISTING WALL
SCUPPER BEYOND
WALL BEYOND
ROOF FRAMING,
REF STRUCTURAL
_______
A1.2
13
OH
SECTION AT INTERIOR
CONCRETE FILL
8" DIAMETER CORE DRILL
THROUGH CONCRETE ONLY
HAND AUGER BELOW
CONCRETE
CONCRETE FLOOR SLAB
4" O.D. PIPE BOLLARD
PAINT
FILL WITH CONCRETE
AND ROUND OFF TOP
3" 2'-0" REF PLAN
IMPORTANT!! USE CAUTION WHEN EXCAVATING FOR
NEW BOLLARDS TO AVOID CONCEALED/BURIED
ELECTRICAL LINES. HIGH VOLTAGE ELECTRICAL LINES
MAY BE PRESENT. CONTRACTOR SHALL VERIFY
LOCATIONS OF UTILITIES IN AREA OF NEW BOLLARD
BEFORE EXCAVATING.
P5
2"
KNEE WALL
4'-0"
6"x20 GA METAL STUDS
AT 16" OC
2 1/2"x2 1/2"x3/16"x4'-6"
HSS COLUMN
5/8" PLYWOOD EA SIDE
CONTINUOUS SEALANT
AT TOP OF BASE
6C
A1.1
6B-A1.1
SECTION B
NTS
SECTION C
NTS
1/2"x6"x6" BASE PLATE SECURED
TO CONCRETE WITH (4) 3/8"
DIAMETER EXPANSION
ANCHORS WITH 2 1/2"
EMBEDMENT
2 1/2"x 2 1/2"x3/16" HSS COLUMN
6" METAL STUD AT EACH SIDE OF
HSS ATTACHED WITH #5 SELF-
TAPPING SCREWS AT 12" OC
5/8" PLYWOOD EA SIDE
2X8 WOOD CAP
(2) #12 TEK SCREWS EA
COLUMN, TYP
CAP PLATE WITH SEAL
WELD
6"x16 GA CONT MTL
TRACK
2 1/2"x2 1/2"x3/16" HSS
COLUMN
5/8" PLYWOOD EA SIDE
6".
1". 4". 1".
3".
5".
1".
3/16
2X8 WALL CAP EASED
ON ALL EDGES
1/2" X 5" WOOD
BASE EACH SIDE
4" BOLLARD TYP,
4" HSS
POSTS AT
GATE
5"W x 7'-6" H x 12
GAUGE SECURITY FIN
AT EACH SIDE OF DOOR
SUPPORT FRAME
6"x4"x1/4"
WELDED
TUBE FRAME
HOLLOW METAL
DOOR
AND FRAME
EXTEND TO
NEAREST
POST EACH
SIDE
AT 3' - 0" DOOR
3'-8 1/2"
1 3/4"
10-A1.1
_______
A1.1
8
SIM
7"
PERFORATED
SECURITY SCREEN
ORNAMENTAL FENCE
MODIFY EXISTING
KNEE WALL AND CAP
HOLLOW METAL DOOR
FRAME WITH EXISTING
OPENING ANCHORS
MINIMUM 4 PER JAMB
5"W x 7'-6" H x 12 GA
SECURITY CLOSURE FIN
ANCHOR TO TUBE WITH 1/4"
TEK SCREWS AT 16" OC.
COPE AROUND DOOR JAMB
THRU-BOLTS AS REQUIRED
FENCE POST
6"x4"x1/4" WELDED
TUBE FRAME
PERFORATED
SECURITY SCREEN
8"x6"x1/2" BASE PLATE
WITH (2) 1/2"x5" SLEEVE
ANCHORS
7"
5 3/4"
1 3/4" 2"
1/4"
2"
3/16
TYP
MINI MESH FENCE FABRIC NOT
USED IN TIRE STORAGE AREA
3' - 0" DOOR
3' - 8 1/2" OC
4' - 0" OC
ORNAMENTAL FENCE
2 1/4"
MODIFY EXISTING
KNEE WALL AND CAP
CONT SEALANT
CONT SEALANT
CONT SEALANT
1/4" SHIM
6X4 TUBE AT TOP
OF DOOR FRAME
4" FENCE POST
4 x 4 x 3/8 x 8" ANGLE
CENTERED AT TOP OF TUBE
FRAME FOR EXIT SIGN
ATTACHMENT - ANCHOR
WITH (4) 1/4" TEK SCREWS
1" MINI-MESH FENCE FABRIC
2 x 2 x 1/4 x 9" ANGLE
BRACKET BEYOND WITH 1/2"
BOLT TO POST WITH (3) 1/4"
TEK SCREWS TO DOOR
SURROUND - (2) ANGLE
BRACKETS PER DOOR
6x4 TUBE FRAME
POST BEYOND
9"W x 4'-0" L x 12 GAUGE
SECURITY FIN AT TOP
OF TUBE FRAME
LOCATE BETWEEN
ANGLE BRACKETS
HOLLOW METAL DOOR FRAME
EXTERIOR
5 3/4"
2"
1/4"
7'-6 1/4"
ABOVE PAVING
7"
MINI MESH FENCE FABRIC NOT
USED IN TIRE STORAGE AREA
EMERGENCY
EXIT SIGNAGE
8"x6"x1/2" BASE
PLATE WITH (2) 1/2"
x 5" SLEEVE ANCHORS
5"x 7'-6"H x12 GAUGE
SECURITY FIN AT
(2) SIDES OF DOOR
SUPPORT FRAME
HOLLOW METAL
DOOR AND FRAME
6x4 WELDED TUBE
FRAME AT MANDOOR
WEATHERPROOF
EXIT DEVICE
4x4x3/8X 0"-8" ANGLE
CENTERED FOR EXIT
SIGN ATTACHMENT
PLUG ENDS OF POSTS
7'-2 1/4"
7'-6 1/4"
3'-8 1/2"
FENCE POST SPACING 4'-0"
DOOR FRAME
POST SPACING
8
A1.1
SIM
9
A1.1
SIM
120'-0"
TOM
115'-4"
TOS
13
A1.2
GRID
8" CMU WITH
MASONRY FILL
INSULATION TO
ROOF DECK
2 x 2 x 16 GA CLIP ANGLE
AT 48" OC. VERTICAL.
ATTACH TO CMU WITH (2)
1/4" TAPCONS AND TO STUD
WITH (3) #10 TEK SCREWS
(TYP)
2 MIN PER STUD
HORIZONTAL
MASONRY REF
STRUCTURE
CONCRETE FLOOR
SLAB
ROOFING
SYSTEM
CONT 1/2" PMEJ
AND SEALANT AT
CONCRETE PAVING
TYP
WATERPROOFING
MEMBRANE
6" X 20 GA METAL
STUDS AT 24"OC
8" ARCHITECTURAL
MASONRY REF SPECS
4" SMOOTH
FACE CMU
100'-0"
FF EL
7
A1.2
18
A1.2
SIM
108'-0"
TOM
11
A1.1
8"
SMOOTH
FACE
16'-0"
SMOOTH FACE CMU
1'-2"
3'-4"
SPLIT FACE CMU
1 1/2" WATER
DRAINAGE EIFS ON
5/8" EXTERIOR
PLYWOOD
SHEATHING
120'-0"
TOM
115'-4"
TOS
13
A1.2
GRID
8" CMU WITH
MASONRY FILL
INSULATION TO
ROOF DECK
2 x 2 x 16 GA CLIP ANGLE
AT 48" OC. VERTICAL.
ATTACH TO CMU WITH (2)
1/4" TAPCONS AND TO STUD
WITH (3) #10 TEK SCREWS
(TYP)
2 MIN PER STUD
CONCRETE FLOOR
SLAB
ROOFING
SYSTEM
CONT 1/2" PMEJ
AND SEALANT AT
CONCRETE PAVING
TYP
WATERPROOFING
MEMBRANE
6" X 20 GA METAL
STUDS AT 24"OC
8" ARCHITECTURAL
MASONRY BEYOND
REF SPECS
3/4" SEALANT JOINT
AND BACKER ROD
EIFS BEYOND
100'-0"
FF EL
7
A1.2
18
A1.2
SIM
110'-2 1/2"
B0S
8"
SMOOTH
FACE
1'-2"
3'-4"
SPLIT FACE CMU
6'-0"
SMOOTH FACE CMU
10'-0"
SPLIT FACE CMU
1 1/2" WATER
DRAINAGE EIFS ON
5/8" EXTERIOR
PLYWOOD
SHEATHING
108'-0"
TOM
SEAL EDGE OF FLASHING
TO SHEATHING
SEALANT AND BACKER ROD
PROVIDE WEEPS PER MFR
RECOMMENDATION, REF SPECS
NOTE:
MODIFY DETAIL AS
REQD BY EIFS MFR
FOR WATER
DRAINAGE EIFS
1 1/2" WATER DRAINAGE EIFS
ON 5/8" GYPSUM SHEATHING UNO
METAL FLASHING IN CONT
BED OF SEALANT PAINT TO
MATCH CMU
QUICKBRIK
3/4"
4"
8" SPLIT
FACE CMU PRECAST CONCRETE SILL
SLOPE TO START AT FACE
OF CMU
GROUT SOLID JUST BEFORE
PLACEMENT OF SILL
#4x4 DOWELS INSERTED IN
EPOXY ADHESIVE WITH 2"
EMBEDMENT INTO SILL.
SET DOWELS PRIOR TO
PLACEMENT OF SILL AND
PROVIDE 2 DOWELS PER SILL
CONT 1/2" PMEJ
AND SEALANT
AT CONCRETE
PAVING TYP
CONCRETE
FLOOR SLAB
HOLD STONE
VENEER 1" OFF
CONCRETE PAVING
100'-0"
FF EL
4"
3'-4"
STONE VENEER
2"
6 1/4"
8" SMOOTH
FACE CMU
architecture
2809 Ajax Avenue Suite 100
Rogers Arkansas 72758
Phone: 479.636.3545
Fax: 479.636.1209
+engineering
Architect of Record
STIPULATION FOR REUSE
THIS DRAWING WAS PREPARED FOR
USE ON A SPECIFIC SITE AT:
CONTEMPORANEOUSLY WITH ITS ISSUE
DATE ON AND IT IS NOT
SUITABLE FOR USE ON A DIFFERENT
PROJECT SITE OR AT A LATER TIME. USE
OF THIS DRAWING FOR REFERENCE OR
EXAMPLE ON ANOTHER PROJECT
REQUIRES THE SERVICES OF PROPERLY
LICENSED ARCHITECTS AND ENGINEERS.
REPRODUCTION OF THIS DRAWING FOR
REUSE ON ANOTHER PROJECT IS NOT
AUTHORIZED AND MAY BE CONTRARY TO
THE LAW.
DRAWN BY:
CHECKED BY:
DOCUMENT DATE:
SPECIAL PROJECT
PROTO CYCLE:
DOCUMENTS THAT DO NOT
HAVE THE ARCHITECT OR
ENGINEER OF RECORD SEAL
AND SIGNATURE SHALL BE
CONSIDERED NOT FOR
CONSTRUCTION
SHEET:
ISSUE BLOCK
William Douglas Hurley
Idaho License No. AR-984732
C:\Users\stevensetzer\Documents\03093_Meridian_Idaho_150R_Arch_R18_SPS_pb2.rvt
MERIDIAN, IDAHO
08-27-19
MERIDIAN, IDAHO
STORE NO.3093
JOB NUMBER: 2019-0587
AMR
DD
072619
08-27-19
PARTIAL
ELEVATIONS
DETAILS AND
SCHEDULES
1 3/16" = 1'-0" A1.1
PARTIAL FRONT ELEVATION
2 3/16" = 1'-0"
PARTIAL LEFT ELEVATION
3 3/16" = 1'-0"
PARTIAL RIGHT ELEVATION
4 3/16" = 1'-0"
SECTION AT CMU
OWNER SUPPLIED ITEMS
WDS # COUNT Family MODEL REFERENCE
FR121 1 PICKUP - Print Stand
PU1067 1 PICKUP - Printer
PU1075 402 PICKUP - Tote CR2416-10, 3H (NPL-678)
5 1/2" = 1'-0"
INTERIOR BOLLARD DETAIL
6 1/2" = 1'-0"
KNEEWALL SECTION
7 3/8" = 1'-0"
DOOR SURROUND
8 3" = 1'-0"
JAMB AT MANDOOR FRAME
9 3" = 1'-0"
HEAD AT MANDOOR FRAME
10 3/8" = 1'-0"
DOOR SURROUND
KEYNOTES
4.08 SPLIT FACE CMU
4.09 SMOOTH FACE CMU
4.24 ARCHITECRUAL MASONRY
7.04 METAL PARAPET COPING
3 11-06-19 CCD#1
4 11-22-19 CCD#2
ARCHITECTURAL MASONRY
12 3/4" = 1'-0"
WALL SECTION PILASTER
13 3/4" = 1'-0"
WALL SECTION PILASTER HEADER
11 3" = 1'-0"
MATERIAL TRANSITION SECTION
14 3/4" = 1'-0"
STONE WAINSCOT
4
4
4