HomeMy WebLinkAboutPLANS BUILDING - 16-00399 - CFT Retail PlazaU
P
U
P
62'X96'=5,984SF
CITY: 42 STALLS REQ.
WM: 30 STALLS REQ.
PANDA EXPRESS2,600 SF39 STALLS REQ.
PANDA EXPRESS2,600 SF
CITY: 26 STALLS REQ.
WM: 39 STALLS REQ.
2
3
A
1
BCDE
A000
SITE PLAN
GENERAL NOTES
ARCH PROJECT #:
CFT PROJECT #:
DRAWN BY:
ISSUE DATE:
REVISIONS:
All ideas, designs, arrangement and plans indicated or
represented by this drawing are the property of CFT and
were created for use on this specific project. None of these
ideas, designs, arrangements or plans may be used by or
disclosed to any person, firm, or corporation without the
written permission of CFT
CFT
RETAIL PLAZA
1480 N. 2nd EREXBURG, ID 83440
TEAM
NV, DEVELOPMENTS, LLC
CHERNG FAMILY TRUST, INC.
1683 Walnut Grove Ave.
Rosemead, California 91770
2ND
3RD
CT980
16-285
BLDG. DEPT. COMMENTS 06-28-16
BLDG. DEPT. COMMENTS 08-16-16
CONSTRUCTION SET 03-21-17
FIELD CHANGES 11-28-16
REVISED CONST. SET 05-02-17
CFT COMMENTS 12-12-16
CFT COMMENTS 12-28-16
CFT COMMENTS 01-06-17
LICENSED
ARCHITECT
AR-985655
STATE OF IDAHO
GARY H. WANG
1ST BID SET 02-07-17
CFT COMMENTS 03-01-17
CFT COMMENTS 04-14-17
CODE ANALYSIS
Scale= NTS
PROJECT INFORMATION
Scale= NTS
ABBREVIATIONS
2014 NATIONAL ELECTRICAL CODE
2012 INTERNATIONAL MECH'L CODE
2012 ENERGY CONSERVATION CODE
2012 INTERNATIONAL BUILDING CODE
SITE INFORMATION
2.56 ACRES
15.66%
SITE AREA
LOT COVERAGE (FLOOR AREA RATIO)
1480 N 2nd E
REXBURG, ID 83440
CT980
TOTAL BUILDING AREA:5979 SQ. FT.
BUILDING HEIGHT:24'-0" A.F.F.
UTILITY ROOM:144 SQ. FT.
SPACE 100
TENANT SQ. FT.
1500
USE
RETAIL
PARK RATIO PARKING REQUIRED
BY CITY ROUND UP
REQUIRED
TOTAL
PROVIDED
2012 FUEL GAS CODE
IDAHO PLUMBING CODE
2012 NATIONAL FIRE CODE
NOTE : PARKING PROVIDED 70 SPACES ON SITE (INCLUDES 2 ACCESSIBLE SPACE)
Scale= NTS
JURISDICTIONAL AUTHORITIES
ELECTRICAL COMPANY
FIRE DEPARTMENT WATER
CONTACT: DARRIK FARMER
TEL. (208) 359-3020
REXBURG, ID 83440
35 NORTH 1ST EAST
BUILDING AND SAFETY DIVISIONDEVELOPMENTS, LLC
CONSTRUCTION TYPE:V-B
OCCUPANCY GROUP:RETAIL
BUILDING INFORMATION
BUILDING HEIGHT:ONE STORY
COUNTY OF MADISON
COTY OF REXBURG/CITY OF REXBURG
PORTLAND, OR 97256
PO BOX 26000
ROCKY MOUNTAIN POWER
SPACE 110
SPACE 120
SPACE 130
RETAIL
RETAIL
RETAIL1500
1653
1182
SPACE 100
SPACE 110
SPACE 120
SPACE 130 1500 SQ. FT.
1653 SQ. FT
1182 SQ. FT
1500 SQ. FT.
CONTACT: ELAINE McFERRIN
TEL. (208) 372-2334
REXBURG, ID 83440
35 NORTH 1ST EAST
PLANNING DIVISION
EMAIL: elainem@rexburg.org
4 per 1000SF
4 per 1000SF
4 per 1000SF
4 per 1000SF
6 SPACES
5 SPACES
7 SPACES
24 SPACES
70 SPACES
2013 NFCA 72 FIRE ALARM AND SIGNALING CODE
EMAIL: darrikf@rexburg.org
CONTACT: CHUCK VELMAN
TEL. (208) 716-1334
REXBURG, ID 83440
35 NORTH 1ST EAST
EMAIL: chuckv@rexburg.org
SEWER
CITY OF REXBURG
CONTACT: JOHN MILLAR
TEL. (208) 359-3020
REXBURG, ID 83440
35 NORTH 1ST EAST
EMAIL: johnm@rexburg.org
STORM DRAIN
CITY OF REXBURG
CONTACT: JOHN MILLAR
TEL. (208) 359-3020
REXBURG, ID 83440
35 NORTH 1ST EAST
EMAIL: johnm@rexburg.org
ENGINEERING/ PUBLIC WORKS
CITY OF REXBURG
CONTACT: KEITH DAVIDSON
TEL. (208) 359-3020
REXBURG, ID 83440
35 NORTH 1ST EAST
CONTACT: DAVE PICKERING
TEL. (208) 359-3010
REXBURG, ID 83440
26 N CENTER ST
(208) 887-2211
CONTACT: HARLEY LAURSEN
TEL. (208) 359-4237
GAS COMPANY
PO BOX 7608
INTERMOUNTAIN GAS
CONTACT: BRAD WARE
TEL. (800) 548-3679
EMAIL: brad.ware@intgas.com
EMAIL: greg.wegner@intgas.com
Scale= NTS
PROJECT CONTACTS
Scale= NTS
SHEET INDEX
A000
GENERAL
CIVIL
LANDSCAPE
L-1.0
ARCHITECTURAL
AS-101
D-2.0 EROSION CONTROL DETAILS
C-1.0 SITE PLAN
A-201
EXTERIOR ELEVATION
A-300
EXTERIOR ELEVATION
LANDSCAPE PLAN
TITLE SHEET
AS-102
TRASH ENCLOSURE DETAILS
A-101
A-200
ROOF PLAN
A002 GENERAL ACCESSIBILITY
A003 INTERIOR ACCESSIBILITY
CV-1.0 COVER SHEET
A-100
SITE DETAILS
A-110
REFLECTED CEILING PLAN
A-301
BUILDING SECTION AND DETAILS
BUILDING SECTION AND DETAILS
C-2.0 GRADING AND DRAINAGE PLAN
C-3.0 UTILITY PLAN
C-5.0
STORM DRAINAGE DETAILSC-6.0
WATER NOTES AND DETAILSC-7.0
PAVEMENT DETAILSC-8.0
SITE DETAILS
STRUCTURAL
S-1 GENERAL NOTES
S-1.1 GENERAL NOTES
S-2 FOUNDATION PLAN
S-3 ROOF FRAMING PLAN
SD-1 STRUCTURAL DETAILS
SD-2 STRUCTURAL DETAILS
SD-4 STRUCTURAL DETAILS
PLUMBING
P-000 PLUMBING COVER SHEET
P-100
P-101 PLUMBING ROOF PLAN
PLUMBING FLOOR PLAN
MECHANICAL
M-1.0 MECHANICAL NOTES AND LEGEND
M-2.0 HVAC PLAN
M-3.0 HAVC ROOF PLAN
ELECTRICAL
E-000 NOTES AND SINGLE LINE DIAGRAM
E-100 SITE PLAN
E-200 POWER PLAN
L-2.0 IRRIGATION PLAN
L-3.0 LANDSCAPE/IRRIGATION DETAILS
SD-3 STRUCTURAL DETAILS
SANITARY AND SEWER DETAILS
C-8.1
SITE DETAILSC-9.0
AS-100 SITE PLAN
T.O.
STL.
S.S.
MC
(N)
NTS
OA
NIC
PC
RAR
R.I.H.
WCO
STRUCT.
O.C.
STAINLESS STEEL
WASTE CLEAN OUT
STRUCTURE, STRUCTURAL
ROUGH-IN HEIGHT
RETURN AIR REGISTER
TOP OF
STEEL
ON CENTER
PLUMBING CONTRACTOR
OUTSIDE AIR
NOT TO SCALE
NOT IN CONTRACT
MECHANICAL CONTRACTOR
NEW
B.O.
INT.
ID
ALUM.
BV
CO
CW
EC
EWH
(E)
FOF
EXT.
FOS
G.C. OR GC
F.S.
H.W.
C.
ELECTRICAL WATER HEATER
FACE OF STUD
FACE OF FINISH
EXTERIOR
HOT WATER
FLOOR SINK
GENERAL CONTRACTOR
INDIRECT DRAIN
INTERIOR
BOTTOM OF
ALUMINUM
BALL VALVE (FULL PORT)
COLD WATER
CONDUIT ONLY
ELECTRICAL CONTRACTOR
EXISTING
CONDUIT
A000Scale= NTS
ABBREVIATIONS
1. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO FULLY EXAMINE THE SITE CONDITION, AND AVAILABLE
UTILITIES AND TO NOTIFY THE OWNER'S REPRESENTATIVE, IN WRITING OF ANY AND ALL DISCREPANCIES BETWEEN THE SAID
EXISTING CONDITIONS AND THESE DRAWINGS. NO CLAIMS FOR ADDITIONAL COMPENSATION SHALL BE MADE OR SHALL BE
VALID UNLESS WRITTEN NOTIFICATION IS RECEIVED BY THE OWNER'S REPRESENTATIVE AND THE ADDITIONAL COMPENSATION
IS APPROVED IN ADVANCE OF PROCEEDING WITH THE WORK.
2. IN ADDITION TO THE GENERAL NOTES LISTED HEREIN, A.I.A. DOCUMENT A201 GENERAL CONDITIONS OF THE CONTRACT FOR
CONSTRUCTION SHALL APPLY.
3. ALL WORK SHALL BE PERFORMED AS TO COMPLY WITH ALL GOVERNING STATUTES, ORDINANCES, REGULATIONS, CODES
AND INSURANCE RATING BOARDS. NO WORK SHALL COMMENCE UNTIL ALL GOVERNMENTAL AND JURISDICTIONAL PERMITS
AND APPROVALS ARE OBTAINED.
4. ALL WORK SHALL BE PERFORMED IN A FIRST CLASS MANNER AND SHALL BE IN GOOD AND USABLE CONDITION AT THE DATE
OF COMPLETION THEREOF.
5. UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR INSTALL OR PERMIT TO BE INSTALLED, ANY MATERIALS CONTAINING
ASBESTOS.
6. CONTRACTOR SHALL PROVIDE ALL NECESSARY BRACING TO STRUCTURE FOR INTERIOR PARTITIONS, SOFFITS, CEILINGS, PLATFORMS, ETC. WHETHER
SHOWN ON THE DRAWINGS OR NOT.
7. THE ABBREVIATION OF "N.I.C." INDICATES WORK AND OR MATERIAL THAT IS NOT IN THE CONTRACT OF THE GENERAL
CONTRACTOR, HOWEVER THIS DOES NOT RELIEVE THE G.C. OF THE RESPONSIBILITY OF COORDINATION.
8. PROVIDE OCCUPANCY SIGN IN A CONSPICUOUS LOCATION IN ACCORDANCE WITH STATE & LOCAL CODES. DESIGN TO BE APPROVED BY ARCHITECT.
9. THE LOCATIONS OF EXISTING UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDIVIDUALLY
VERIFIED BY THE OWNER OR HIS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL
EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES
WHICH MIGHT OCCUR BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES.
10. ALL WALL & CEILING CONSTRUCTION SHALL BE SUPPORTED BY STRUCTURE & NOT BY ROOF DECK IF APPLICABLE.
11. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF ALL LOCAL LAWS, CODES AND REGULATIONS OF ALL AUTHORITIES HAVING JURISDICTION. IN CASE
OF CONFLICT BETWEEN REQUIREMENTS, THE MOST RESTRICTIVE SHALL APPLY.
12. THE CONTRACTOR SHALL ADHERE TO THE CONSTRUCTION DOCUMENTS. SHOULD ANY ERROR OR INCONSISTENCY APPEAR REGARDING THE MEANING OR
INTENT OF THE CONSTRUCTION DOCUMENTS, THE CONTRACTOR SHALL IMMEDIATELY REPORT SAME TO THE ARCHITECT WHO WILL MAKE ANY NECESSARY
CLARIFICATION, OR REVISIONS AS REQUIRED.
13. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL CONSTRUCTION AND DEVELOPMENT RELATED FEES, INCLUDING, BUT NOT LIMITED TO: CONSTRUCTION
PERMIT FEES, HEALTH DEPARTMENT FEES, ETC. THE SELECTED QUALIFIED BIDDER WILL BE REQUIRED TO PROVIDE A COMPLETE LINE-ITEM LIST OF ALL FEES
INCLUDED IN BID BASED ON APPROPRIATE SCHEDULES, UNLESS NOTED OTHERWISE
14. CONTRACTOR AND HIS SUBCONTRACTORS AND AGENTS SHALL HOLD ALL APPLICABLE AND REQUIRED LICENSES FOR THE JURISDICTION WHERE THE WORK
WILL BE PERFORMED.
15. ALL FINISH SURFACES PENETRATED SUCH AS CEILING TILES AND MILLWORK COUNTERS FOR ANY REASON MUST HAVE AN ASSOCIATED GROMMET
APPROVED FOR THAT USE.
16.TO ENSURE COORDINATION BETWEEN DISCIPLINES, CONTRACTOR SHALL SUPPLY EACH SUBCONTRACTOR OR AGENT WITH A FULL SET OF CONSTRUCTION
DOCUMENTS FOR THEIR USE.
17. MAINTAIN SAFE EXITING AND APPROPRIATE FIRE PREVENTION PROCEDURES AT ALL TIMES DURING THE CONSTRUCTION PROCESS.
18. ALL WORK LISTED, SHOWN OR IMPLIED IN THE CONSTRUCTION DOCUMENTS SHALL BE SUPPLIED AND INSTALLED BY THE CONTRACTOR EXCEPT WHERE
OTHERWISE NOTED. THE CONTRACTOR SHALL CLOSELY COORDINATE HIS WORK WITH THAT OF OTHER CONTRACTORS AND VENDORS TO ASSURE THAT ALL
SCHEDULES ARE MET AND THAT ALL WORK IS DONE IN CONFORMANCE WITH THE MANUFACTURER'S REQUIREMENTS.
19. ALL SURFACES WHICH ARE INDICATED TO BE FINISHED OR PAINTED SHALL BE PREPARED, SANDED, TREATED, AND PRIMED IN STRICT ACCORDANCE WITH
COMMERCIAL QUALITY STANDARDS, AND IN STRICT ACCORDANCE WITH FINISH MATERIAL MANUFACTURER'S INSTRUCTIONS.
20. CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION OF WORK, MATERIALS, FIXTURES, ETC. FROM LOSS, DAMAGE, FIRE, THEFT, ETC.
21. ALL WOOD IN CONTACT WITH CONCRETE MASONRY SHALL BE PRESSURE TREATED, MOISTURE RESISTANT WOOD.
22.CONTRACTOR SHALL VERIFY AND PROVIDE ALL UTILITY CONNECTIONS (PLUMBING, ELECTRICAL, GAS, ETC. IN THE FORM OF SUPPLY AND DRAIN PIPES,
CONDUIT AND PULLING WIRES, ETC.) RELATED TO EQUIPMENT AND APPLIANCES.
23. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING, PATCHING AND FITTING NECESSARY TO ACHIEVE THE INTENT OF THE CONSTRUCTION DOCUMENTS
24. CONTRACTOR SHALL NEVER SCALE DRAWINGS. LOCATIONS FOR ALL PARTITIONS, WALLS, CEILINGS, ETC. WILL BE DETERMINED BY DIMENSIONS ON THE
DRAWINGS. ANY AREA OF THE PLANS MISSING REQUIRED DIMENSIONS MUST BE REPORTED TO THE ARCHITECT IMMEDIATELY.
25. DIMENSIONS ARE TO FACE OF FINISHED MATERIAL UNLESS NOTED OTHERWISE.
26. CONTRACTOR SHALL COORDINATE THE DELIVERY AND STORAGE OF EQUIPMENT WITH EQUIPMENT SUPPLIER AND TAKE MEASURES TO ENSURE THE
PROTECTION OF EQUIPMENT FROM DAMAGE DURING THE CONSTRUCTION PHASE PRIOR TO AND AFTER EQUIPMENT INSTALLATION.
27. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES IN THE FIELD AND PROVIDE ADDITIONAL UTILITY SERVICE AS REQUIRED TO MEET THE SCOPE AND INTENT
OF THE WORK.
28. ALL JOINTS AND OTHER OPENINGS IN THE BUILDING ENVELOPE SHALL BE SEALED IN ACCORDANCE WITH THE BUILDING CODE AND ENERGY CODE.
29. PROVIDE FIRE EXTINGUISHERS PER APPLICABLE CODES. VERIFY FINAL LOCATION WITH A.H.J.
30. CONTRACTOR SHALL REVIEW THE DIMENSIONS OF ALL EQUIPMENT IN THE PROJECT REGARDLESS OF THE SOURCE AND COORDINATE ACCESS TO THE
SPACE AND VERIFY CLEAR FLOOR SPACE IS PROVIDED AS REQUIRED TO ENSURE EASE OF INSTALLATION. CONTRACTOR SHALL COORDINATE THE
REQUIREMENTS OF ANY AND ALL DRAWINGS INCLUDING ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING. ANY CONFLICTS SHALL BE BROUGHT TO
THE ATTENTION OF THE OWNER AND ARCHITECT PRIOR TO EXECUTION OF WORK.
31. CONTRACTOR SHALL COORDINATE HIS WORK WITH ALL OTHER CONTRACTORS AND VENDORS FURNISHING LABOR, MATERIALS, ETC. ON THE PROJECT TO
ENSURE THE WORK AS A WHOLE SHALL BE EXECUTED AND COMPLETED WITHOUT CONFLICT OR DELAY.
32. PROVIDE SILICONE SEALANT AT ALL JOINTS AND INTERFACES OF ALL COUNTERTOPS, EQUIPMENT, BOOTHS, WALLS, ETC.
34. PROVIDE AND INSTALL ALL NECESSARY INWALL FRAMING REQUIRED TO CARRY SHELF, HANGING, AND VALANCE LOADS, RAILINGS, ETC. AS PER PLANS.
A000Scale= NTS
GENERAL NOTES
ZONING:RBC
DEFERRED SUBMITTALS
SPRINKLER, FIRE ALARM SYSTEMS
ARCHITECT CIVIL LANDSCAPE
CFT NV DEVELOPMENTS, LLC
1683 WALNUT GROVE AVE.,
ROSEMEAD, CA 91770
ATTENTION: CHARLIE SHEN
CONSTRUCTION DIRECTOR
T: 626.799.9898
F: 626.372.8288
GARY WANG, AIA
1000 CORPORATE CENTER DR. STE. 550
MONTEREY PARK, CA 91754
ATTENTION: DANIEL DIAZ,
ASSOCIATE PRINCIPAL
T: 626.288.6898
F: 626.768.7101
PACLAND
606 COLUMBIA ST. NW, SUITE 106
OLYMPIA, WA 98501
ATTENTION: JASON JACOBSON
PROJECT ENGINEER
T: 360.786.9500
F: 360.786.5267
OWNER
GREG PANEK, P.E.
PLUMP ENGINEERING, INC.
914 E. KATELLA AVENUE
ANAHEIM, CA 92805
T: 714.385.1835
F: 714.385.1834
STRUCTURAL
PACLAND
606 COLUMBIA ST. NW, SUITE 106
OLYMPIA, WA 98501
ATTENTION: SHAWN PARSONS
T: 360.786.9500
F: 360.786.5267
JOSEPH S. GABRIEL
GABRIEL AND ASSOCIATES
2113 SCHOLARSHIP
IRVINE, CA 92612
T: 949.852.1086
F: 949.852.1086
MEP
NORTH ARROW INDICATOR X SECTION CUT TAG
ELEVATION TAG
X
XX
A
X
X
XX
A
X
X
XXAXX
XXAXX
4-WAY ELEVATION TAG
X
X'-X"CEILING MATERIAL AND HEIGHT TAG
X DETAIL BOX TAG
?COLUMN GRID BUBBLE AND LINE
T.O. SLAB
ELEV. 100'-0"
ELEVATION HEIGHT TAG
X DRAWING KEYNOTE TAG
X
X
X ROOM NAME AND NUMBER TAG
X WALLTYPE TAG
DOOR TAG
FINISH NOTE TAG
WINDOW TAG
SPOT TAG
REVISION TAG
X
X
X
X
A000Scale= NTS
KEY PLAN
A000Scale= NTS
VICINITY MAP
N
1 OF 2 ALTA NOTES, LEGEND AND LEGAL DESCRIPTION
2 OF 2 ALTA SURVEY
D-1.0 EROSION CONTROL PLAN PH. 1
D-1.1 EROSION CONTROL PLAN PH. 2
FLOOR PLAN
E-400 PANEL SCHEDULES
E-101 PHOTOMETRIC PLAN
6 SPACES
E-300 REFLECTED CEILING PLAN
SD-5 STRUCTURAL DETAILS
A-302 DETAILS
A-202 RESTROOM ELEVATIONS
AS-100
SITE PLAN
ARCH PROJECT #:
CFT PROJECT #:
DRAWN BY:
ISSUE DATE:
REVISIONS:
All ideas, designs, arrangement and plans indicated or
represented by this drawing are the property of CFT and
were created for use on this specific project. None of these
ideas, designs, arrangements or plans may be used by or
disclosed to any person, firm, or corporation without the
written permission of CFT
CFT
RETAIL PLAZA
1480 N. 2nd EREXBURG, ID 83440
TEAM
NV, DEVELOPMENTS, LLC
CHERNG FAMILY TRUST, INC.
1683 Walnut Grove Ave.
Rosemead, California 91770
2ND
CT980
16-285
BLDG. DEPT. COMMENTS 06-28-16
BLDG. DEPT. COMMENTS 08-16-16
CONSTRUCTION SET 03-21-17
FIELD CHANGES 11-28-16
CFT COMMENTS 12-12-16
CFT COMMENTS 12-28-16
CFT COMMENTS 01-06-17
LICENSED
ARCHITECT
AR-985655
STATE OF IDAHO
GARY H. WANG
1ST BID SET 02-07-17
CFT COMMENTS 03-01-17
CFT COMMENTS 04-14-17
1
AS-100
ARCHITECTURAL SITE PLAN
1=300
N
SIDEWALK
SI
D
E
W
A
L
K
SUITE 100
1517 SF
SUITE 110
1612 SF
SUITE 120
1170 SF
SUITE 130
1553 SF
UTILITY ROOM
AS-101
AS-101
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
2
3
4
KEY NOTES
5
5
5
5
6
6
7
4'-3 1/2"90'-0"24'-6 5/8"5'-10 3/8"
106'-11 7/8"9'-6 1/4"
1413
16
17
18
14
3428
20 20 39
39
10
'
-
9
7
/
8
"
24
'
-
3
1
/
8
"
25
'
-
3
3
/
8
"
25'-10 1/4"15'-3 3/4"72'-0"10'-6 7/8"26'-0"7'-1 5/8"81'-0 1/4"
40
'
-
0
"
7'-
0
"
18'-0"
9'-2"
26
28
2628
15
15
17
17
24
35
17 17
24
17
17
26
26 26
6
39
16
18
15
15
14 14
45
'
-
0
1
/
8
"
8'-
3
1
/
8
"
8'-
3
1
/
8
"
7'-7 1/2"6'-5 7/8"12'-0"10'-7 1/8"
10
'
-
0
5
/
8
"
9'-
9
1
/
8
"
3'-
2
5
/
8
"
9'-8 1/2"3'-2 1/4"
1
1
39 1
1
31
1
38
31
14
29
31
36
36
2836
34
21
21
32
33
32
33
37
30
22
24
24
9 9
26 8
26
6 6
6
23
23
23
6
6
6
6
6
20'-0"
FUTURE RESTAURANT
(ON SEPARATE PERMIT)
12'-0 1/4"
21
'
-
5
5
/
8
"
SPACE 100
TENANT SQ. FT.
1500
USE
RETAIL
PARK RATIO PARKING REQUIRED
BY CITY ROUND UP
REQUIRED
PROVIDED
SPACE 110
SPACE 120
SPACE 130
RETAIL
RETAIL
RETAIL1500
1653
1182
4 per 1000SF
4 per 1000SF
4 per 1000SF
4 per 1000SF
6 SPACES
5 SPACES
7 SPACES
24 SPACES
70 SPACES
6 SPACES
PARKING CALCULATION EXHIBIT
30
40
'
-
0
"
20
'
-
0
1
/
4
"
40'-0"27'-10 1/8"44'-3 3/4"
24'-2"
46
'
-
0
1
/
8
"
44
'
-
3
1
/
2
"
5'-
3
3
/
4
"
R1
0
'
-
6
"
3 3
3
3
3
3
3
3 3
1/2" STRIP TOP EXPANSION
JOINT FILLER W/ SEALANT
PATCH PAVEMENT BACK TO MATCH
EXISTING
COMPACTED FILL
4'-
0
"
6"
3'
-
6
"
4'-
0
"
1'-6" DIA.
COMPACTED EARTH
CONC. WASH; TROWEL
SMOOTH
PAINT SAFETY YELLOW
6" DIA. 3/8" THICK GALVANIZED
STEEL TUBE
CONC. WASH; TROWEL
SMOOTH
FILL BOLLARD W/ CONC.
1/
2
"
3000 PSI MIN. CONCRETE
PIER
EQ.EQ.
GENERAL MISCELLANEOUS STEEL NOTES: (FOR ALL EXPOSED STEEL UNLESS NOTED OTHERWISE)
1.
2.
3.
4.
5.
ALL WELDS SHALL BE CONTINUOUS 3/16" FILLET WELDS MINIMUM OR AT PRIMARY AND
SECONDARY FRAMES, USE 3/16" X 2" FILLET WELDS AT 16" O.C. MIN.
GALVANIZE UNEXPOSED SIDE OF STEEL FRAMING MEMBERS PRIOR TO INSTALLATION.ALL STAIRS AND HANDRAILS SHALL CONFORM TO THE 2006 IBC, AND ADA.
TOUCH UP ALL FIELD WELDS AND MARS AT GALVANIZED STEEL WITH GALV. REPAIR
ALL MISCELLANEOUS STEEL SHALL BE PREPPED WITH SPC METHOD PER MANUFACTURER
IN STRICT ACCORDANCE WITH THEIR INSTRUCTIONS.
6.
ALL WELDS SHALL BE GROUND SMOOTH, TO UNIFORM FLAT FINISH FREE OF
RUST,SCALE,AND IMPERFECTIONS.
TS 2"X3"X1/4" FRAME @ PERIMETER
OF GATE
GATE TS POST BEYOND
GATE LATCH - 1" INSIDE DIA. x 2" STEEL
TUBE EMBEDDED IN CONCRETE
TOP FLUSH WITH CONCRETE
1 1/2" RIBBED STEEL PANEL,
POWDER COAT
MECH. TUBING W/ 6-1/4" INTERIOR
DIAMETER X 1/2" WALL THICKNESS
(TOP AND BOTTOM)
1/4" END PLATE TYP. ALL EXPOSED TUBE
ENDS
FULLY WELD BOTOM 6-1/4" I.D. PIPE TO 6" PIPE
CUT 1-1/2" DEEP SLOT ON TOP OF UPPER 6-1/4" I.D. PIPE
SLOT TO ACCEPT STOP BLOCK AND ALLOW FOR 105°
OF DOOR SWING. STOP DOOR FROM SWINGING INTO
TRASH ENCL.
THIS SECTION OF PIPE NOT TO BE WELDED TO
VERTICAL POST.
ZERK GREASE FITTING
6" DIA. STD. PIPE FILLED W/ CONC.
TUBE STEEL 2x3
6" DIA. STD. PIPE FILLED W/ CONC.
1" X 1" STOPING BLOCK WELDED TO
STATIONARY PIPE. TYP.
FULLY WELD BOTOM 6-1/4" I.D. PIPE TO 6"
PIPE
TS 4x3x1/4" OFFSET SECTION CUT TO
MATCH RADIUS OF HINGE
1/4" END PLATE
THIS SECTION OF PIPE NOT TO BE
WELDED TO VERTICAL POST.
TS 2x3x1/8"
12AS101
MISC STEEL NOTES (TYP)
1.ALL EXTERIOR MISCELLANEOUS STEEL TO
BE HOT DIP GALVANIZED
2.GRIND ALL VISIBLE
WELDS SMOOTH.
3" x 1" x 1/8" BENT STEEL
PLATE.
3" x 1" x 1/8" BENT STEEL
PLATE W/ 1/4" WEEP HOLES @
4" O.C.
KEEP RIBBED STEEL PANEL 1/4"
FROM BOTTOM
8"
20AS101
6" EXTERIOR DIAMETER SCHEDULE 40 PIPE X 13'-4" FILL
W/ CONCRETE
NOTE:
CAP ALL OPEN TUBE ENDS W/ MTL.
PLATE. BUILD WELD FLUSH AND GRIND
SMOOTH. TYP. ALL EXPOSED ENDS OF
TUBE MEMBERS
HEAVY DUTY PIN HINGES
TUBE STEEL PER SECTION
CMU
LINE OF BENT PLATE BELOW. RE: 17AS101
1 1/2" RIBBED STEEL PANEL.
FINISH PER 17AS101. WELD AT TOP
AND BOTTOM FRAME AND ANGLE,
AND AT INTERMEDIATE FRAME.
19/AS101
ST-1
AS-101
TRASH ENCLOSURE PLAN,
ELEVS., SECT. & DETAILS
ARCH PROJECT #:
CFT PROJECT #:
DRAWN BY:
ISSUE DATE:
REVISIONS:
All ideas, designs, arrangement and plans indicated or
represented by this drawing are the property of CFT and
were created for use on this specific project. None of these
ideas, designs, arrangements or plans may be used by or
disclosed to any person, firm, or corporation without the
written permission of CFT
CFT
RETAIL PLAZA
1480 N. 2nd EREXBURG, ID 83440
TEAM
NV, DEVELOPMENTS, LLC
CHERNG FAMILY TRUST, INC.
1683 Walnut Grove Ave.
Rosemead, California 91770
2ND
3RD
CT980
16-285
BLDG. DEPT. COMMENTS 06-28-16
BLDG. DEPT. COMMENTS 08-16-16
CONSTRUCTION SET 03-21-17
FIELD CHANGES 11-28-16
REVISED CONST. SET 05-02-17
CFT COMMENTS 12-12-16
CFT COMMENTS 12-28-16
CFT COMMENTS 01-06-17
LICENSED
ARCHITECT
AR-985655
STATE OF IDAHO
GARY H. WANG
1ST BID SET 02-07-17
CFT COMMENTS 03-01-17
CFT COMMENTS 04-14-17
NOTES:
-REFER TO A200 FOR MATERIAL LEGEND
-INTERIOR WALLS PAINTED HIGH GLOSS
WHITE COLOR FINISH.
-FLOOR OF DUMPSTER AREA MUST BE
SMOOTH, CLEANABLE AND SEALED WITH
(AQUA MIX SEALER'S CHOICE GOLD)
CEMENT SEALER.
-SET 1" DIA. STEEL SLEEVE SET IN CONC.
SLAB TO KEEP DOOR FIXED IN OPEN
POSITION
3/AS101
4/
A
S
1
0
1
4/
A
S
1
0
1
4/AS101 SIM.
12/AS101
15/AS101 TYP
1/
4
"
P
E
R
1
'
-
0
"
SL
O
P
E
20'-0"
10
'
-
8
"
1'-0"3'-6"14'-2 1/8"1'-0"
8"
4'-0"4'-0"4'-0"3'-2"3'-2"
9"
11/AS101
8" CMU
VAPOR BARRIER WITH
JOINTS SEALED
GROUT CELLS SOLID
BELOW FINISHED
GRADE
6'-
8
"
2"
1'-
0
3
/
4
"
9"
3
3
/
4
"
2"
3"
3"
5'-
1
1
"
3"
1/
2
"
2"
6'
-
5
"
3"
1/
4
"
CANE BOLT RE:
ELEVATIONS
1/4" STL PLATE CANE
BOLT REST
STEEL RECEIVER FOR CANE
BOLT
COPING CORNERS SHALL BE SMACNA STYLE C1,
EDGE STYLE E1. COPING STYLE TO BE PER FIG 3-4A.
SLOPE @ 1" PER FT.
GALV 16p NAIL OR #12 GALV
WOOD SCREW AT 12" O.C.
TYPICAL AT CLEAT
2X12
WOOD SHIMPROVIDE 1/2" DIA X 5" EXP
ANCHORS @ 32" O.C.
1/2" PLYWOOD
SHT MTL COPING
& CONT CLEAT
CONT 3/8" SEALANT W/
BACKING
PRESERVATIVE TREATED WD
BLKG
CMU - 8"
17
/
A
S
1
0
1
17
/
A
S
1
0
1
13
/
A
S
1
0
1
13/AS101
13
/
A
S
1
0
1
ST-1
MTL-2
1 1/2" RIBBED METAL PANEL GALV.
FINISH
GALV. FINISH ALL EXPOSED STEEL
ST-1
MTL-2
1" DIA. STEEL SLEEVE SET IN CONC.
SLAB TO KEEP DOOR FIXED IN POSITION
1
AS101
TRASH ENCLOSURE PLAN
1/2"=1'-0"
13
AS101
TRASH ENCLOSURE SECTION
1"=1'-0"
17
AS101
GATE SECTION
1-1/2"=1'-0"
3
AS101
TRASH ENCLOSURE ELEVATION
1/2"=1'-0"
11
AS101
CAP FLASHING DETAIL
1-1/2"=1'-0"
15
AS101
BOLLARD SECTION
1"=1'-0"
19
AS101
GATE DETAIL
1-1/2"=1'-0"
4
AS101
TRASH ENCLOSURE ELEVATION
1/2"=1'-0"
12
AS101
GATE DETAIL
1-1/2"=1'-0"
20
AS101
GATE DETAIL
1-1/2"=1'-0"
7'
-
1
1
/
2
"
7'-
1
1
/
2
"
ST-1
ST-1 8"
TRASH ENCLOSURE DOORS TO BE ABLE
TO OPEN 180 DEGRESS
REF.
STRUCT.
JOINT FILLER W/
SEALANT
REF. STRUCT.
RE
F
ST
R
U
C
T
.
6" HIGH CONC.
CURB
6"
1'-0"
6" HIGH CONC. CURB
12" DEEP T BACK WALL
W/ BOLLARDS
10
'
-
0
"
REFER TO CIVIL DRAWINGS
FOR PAVING INFORMATION
PAD 1/ FSDTPAD 2 CFT RETAIL INFILTRATIONPOND A
K
n
o
w
w
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8
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0
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T
(
2
0
6
)
5
2
2
-
9
5
1
0
F
(
2
0
6
)
5
2
2
-
8
3
4
4
W
W
W
.
P
A
C
L
A
N
D
.
C
O
M
PAD 1/ FSDTPAD 2 CFT RETAIL INFILTRATIONPOND A
K
n
o
w
w
h
a
t
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s
b
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l
o
w
.
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f
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.
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1
5
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5
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.
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.
S
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e
3
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,
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A
9
8
1
0
9
T
(
2
0
6
)
5
2
2
-
9
5
1
0
F
(
2
0
6
)
5
2
2
-
8
3
4
4
W
W
W
.
P
A
C
L
A
N
D
.
C
O
M
PAD 1/ FSDTPAD 2 CFT RETAIL INFILTRATIONPOND A
K
n
o
w
w
h
a
t
'
s
b
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l
o
w
.
b
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f
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.
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a
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1
5
0
5
W
e
s
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a
k
e
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e
.
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.
S
u
i
t
e
3
0
5
S
e
a
t
t
l
e
,
W
A
9
8
1
0
9
T
(
2
0
6
)
5
2
2
-
9
5
1
0
F
(
2
0
6
)
5
2
2
-
8
3
4
4
W
W
W
.
P
A
C
L
A
N
D
.
C
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M
1
5
0
5
W
e
s
t
l
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k
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e
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.
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t
e
3
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,
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A
9
8
1
0
9
T
(
2
0
6
)
5
2
2
-
9
5
1
0
F
(
2
0
6
)
5
2
2
-
8
3
4
4
W
W
W
.
P
A
C
L
A
N
D
.
C
O
M
2
3
A
UNIT 130
1553 SF
62
'
-
0
"
4'-0"16'-3"
20
'
-
2
5 8 "
2'-8"6'-878"4'-078"
4'
-
0
"
4'
-
0
"
4'
-
0
"
1'-478"4'-8"
1'
-
4
7 8 "
4'-0"4'-0"1'-4"
4'-0"4'-0"
4'
-
0
"
2'
-
0
"
2'-0"2'-0"
4'
-
0
1 2 "
24
'
-
4
5 8 "
20
'
-
2
1 8 "
4'
-
0
"
2'
-
0
"
4'
-
8
"1
BCDE
UNIT 100
1517 SF
UNIT 120
1170 SF
96'-178"
6'-878"15'-538"23'-1138"16'-334"
4'
-
0
"
37
'
-
9
3 8 "
24
'
-
4
5 8 "
1'-478"1'-478"
96'-178"
4'-0"80'-178"4'-0"
2'
-
0
"
62
'
-
0
"
1'
-
4
7 8 "
4'
-
0
"
1'
-
4
1 2 "
1'-4"
2'-0"
121 SF
UNIT 110
1612 SF
BB
A
B
A
D
D
D
D
E-100
SITE PLAN
ARCH PROJECT #:
CFT PROJECT #:
DRAWN BY:
ISSUE DATE:
REVISIONS:
All ideas, designs, arrangement and plans indicated or
represented by this drawing are the property of CFT and
were created for use on this specific project. None of these
ideas, designs, arrangements or plans may be used by or
disclosed to any person, firm, or corporation without the
written permission of CFT
CFT
RETAIL PLAZA
1480 N. 2nd EREXBURG, ID 83440
TEAM
NV, DEVELOPMENTS, LLC
CHERNG FAMILY TRUST, INC.
1683 Walnut Grove Ave.
Rosemead, California 91770
2ND
3RD
CT980
16-285
BLDG. DEPT. COMMENTS 06-28-16
BLDG. DEPT. COMMENTS 08-16-16
CONSTRUCTION SET 03-21-17
FIELD CHANGES 11-28-16
REVISED CONST. SET 05-02-17
CFT COMMENTS 12-12-16
CFT COMMENTS 12-28-16
CFT COMMENTS 01-06-17
1ST BID SET 02-07-17
CFT COMMENTS 03-01-17
CFT COMMENTS 04-14-17
1
AS-100
SITE PLAN
1=300
NPOLE MOUNTING DETAILS
NO SCALE
FOR SMOOTH FINISH.
CONCRETE CAISSON TYPE FOOTING.
REFER TO STRUCTURAL DRAWINGS
FOR DETAILS.
(MINIMUM 24" DEEP)
SCHEDULE 40 PVC IN EARTH.
AFTER POLE IS LEVELED.
DRYPACK BASE PLATE
ANCHOR BOLT (TIED TO
STRUCTURAL REBAR CAGE)
WITH NUT ABOVE AND
BELOW BASE PLATE.
FINISH TO MATCH FIXTURE.
ARCHITECTURAL PLANS.
FINISHED GRADE
UTILIZE LINED SONO TUBES
EXPOSED PIER.
FINISH PER
BASE PLATE
1" CHAMFER OR RADIUS
BASE COVER
GROUND LUG
HANDHOLE
STRAIGHT STEEL POLE
288W L.E.D. TYPE V
CUTOFF DISTRIBUTION.
PROVIDE 20' OF BARE #4 CU WIRE
COILED IN BOTTOM OF LIGHT POLE
CAISSON (2" UP FROM BOTTOM).
CONNECT TO GROUND LUG AT HAND
HOLE.
20' HIGH, 4" SQUARE
"R
E
F
E
R
T
O
L
I
G
H
T
P
O
L
E
S
C
H
E
D
U
L
E
"
.
PAD 2 CFT RETAIL
62'X96'=5,984SF
CITY: 42 STALLS REQ.
WM: 30 STALLS REQ.
PAD 1/ FSDT
PANDA EXPRESS
2,600 SF
39 STALLS REQ.
PANDA EXPRESS
2,600 SF
PAD 1/ FSDT
CITY: 26 STALLS REQ.
WM: 39 STALLS REQ.
0.8 1.0 1.1 1.3 1.5 1.6 2.3 2.8 2.7 2.7 2.2 1.6 1.5 1.3 1.2 1.1 1.0 1.0 1.0 1.0 1.0 1 .0 1.1 1.2 1.3 1.5 1.6 1.9 2.2 3.0 3.3 3.2 3.0 2.3 1.9 1.7 1.5 1.4 1.4 1.4 1.4 1.41
PA
N
D
A
E
X
P
R
E
S
S
RE
X
B
U
R
G
Designer
JEFF CLAUSS
Date
5/20/2016
Scale
Not to Scale
Drawing No.
Summary
1 of 1
Schedule
SymbolLabelQuantity Manufacture
r
Catalog NumberDescriptionLamp Number
Lamps Filename Lumens Per
Lamp
Light Loss
Factor
Wattage
A
-GNITHGILALLIV2
XGBM-FT-LED-HO-NW-
-HSS
CONTACT JEFF CLAUSS- 314-
531-2600
1XGBM-FT-LED-
-HO-NW-
HSS.ies
17359.831288.8
B
-GNITHGILALLIV3
XGBM-3-LED-HO-NW-
HSS
CONTACT JEFF CLAUSS- 314-
531-2600
1XGBM-3-LED-
HO-NW-
HSS.ies
14079.291288.3
D 4LSI INDUSTRIES
VILLA LIGHTING-
XGBM-FT-LED-HO-NW
CONTACT JEFF CLAUSS- 314-
531-2600
1XGBM-FT-LED-
-HO-NW.ies
23516.031578.2
xaMgvAniMniM/gvAniM/xaMlobmySnoitpircseD
cf4.9cf1.8cf7.51:4.11:6.1ERUSOLCNEHSART
0.8
1.1
1.2
1.6
1.8
2.0
2.1
2.1
2.1
1.9
1.5
1.6
1.6
0.7
0.8
1.7
1.3
1.3
1.6
1.5
1.3
1.1
0.9
1.4
1.6
2.1
2.3
2.6
2.7
2.8
2.8
2.7
2.1
2.4
2.4
0.9
1.2
2.6
2.0
1.9
2.2
2.0
1.6
1.3
1.0
0.9
0.7
1.1
1.9
2.3
2.8
3.2
3.4
3.5
3.4
3.5
3.6
2.7
3.5
3.4
1.3
1.8
3.8
2.8
2.6
3.1
2.6
1.9
1.5
1.2
1.0
0.8
0.6
1.2
2.4
3.0
3.7
4.0
4.2
4.0
3.8
4.0
4.1
3.4
4.7
4.8
1.8
2.5
5.1
3.6
3.1
3.6
2.9
2.1
1.6
1.2
1.0
0.8
0.6
1.3
2.6
3.4
4.1
4.3
4.6
4.1
3.8
4.0
4.1
3.4
4.8
5.1
1.8
2.4
5.4
3.7
3.2
3.5
2.9
2.1
1.6
1.2
1.0
0.7
0.6
1.5
2.8
3.4
4.5
4.4
4.5
4.2
4.0
4.1
5.0
1.5
2.1
5.6
3.9
3.3
3.6
2.9
2.1
1.6
1.2
1.0
0.8
0.6
2.0
4.1
5.1
5.6
5.0
4.6
4.5
4.2
4.1
5.1
1.8
2.4
5.5
3.7
3.2
3.5
2.9
2.1
1.6
1.2
1.0
0.8
0.6
2.0
3.6
4.6
4.9
4.1
3.8
3.9
3.9
4.0
4.9
1.8
2.6
5.2
3.7
3.2
3.7
3.0
2.2
1.7
1.3
1.1
0.8
0.7
1.5
2.9
3.7
4.2
3.4
3.2
3.6
3.6
3.6
3.6
1.4
1.9
4.0
2.9
2.7
3.2
2.7
2.0
1.6
1.3
1.1
0.9
0.7
2.1
4.5
5.7
5.1
4.6
4.3
3.7
3.3
2.5
1.0
1.3
2.8
2.1
2.1
2.5
2.2
1.8
1.4
1.2
1.0
0.8
0.7
1.7
3.1
3.6
4.7
4.5
4.3
3.8
3.2
2.7
2.2
1.6
1.8
1.7
0.8
1.0
1.9
1.5
1.5
1.8
1.7
1.5
1.3
1.1
0.9
0.8
0.7
1.5
2.7
3.4
4.1
4.2
4.3
3.5
2.8
2.3
1.9
1.3
1.4
1.1
0.7
0.8
1.3
1.1
1.2
1.4
1.4
1.2
1.1
1.0
0.9
0.7
0.6
1.3
2.6
3.1
3.9
3.9
4.0
3.3
2.6
2.0
1.5
1.1
1.1
0.9
0.6
0.7
0.9
1.0
1.0
1.2
1.2
1.1
1.0
0.9
0.8
0.7
0.6
1.3
2.2
2.6
3.0
3.2
3.3
3.0
2.4
1.9
1.5
1.1
1.0
0.8
0.6
0.7
0.8
0.9
0.9
1.1
1.1
1.0
0.9
0.8
0.8
0.7
0.6
1.1
1.7
1.9
2.3
2.5
2.6
2.6
2.3
1.8
1.4
1.2
1.0
0.8
0.6
0.8
0.9
0.8
1.0
1.1
1.1
1.0
0.9
0.8
0.8
0.7
0.6
1.0
1.4
1.6
2.0
2.1
2.2
2.3
2.2
1.9
1.5
1.4
1.2
0.8
0.7
1.0
1.1
0.9
1.1
1.2
1.2
1.1
1.0
0.9
0.8
0.7
0.6
0.9
1.2
1.4
1.8
2.0
2.2
2.3
2.3
2.2
1.8
1.6
1.6
1.0
0.8
1.4
1.3
1.2
1.5
1.5
1.4
1.2
1.0
0.9
0.8
0.7
0.6
0.9
1.1
1.3
1.7
2.0
2.2
2.4
2.6
2.6
2.1
2.2
2.4
1.1
1.0
2.1
1.8
1.6
1.9
1.9
1.6
1.4
1.2
1.0
0.9
0.7
0.6
0.8
1.1
1.3
1.7
2.0
2.3
2.7
3.1
3.3
2.7
2.9
3.3
1.5
1.3
3.0
2.6
2.2
2.6
2.4
2.0
1.6
1.3
1.1
0.9
0.8
0.7
0.8
1.1
1.3
1.7
2.0
2.5
2.9
3.6
4.1
3.4
3.9
4.8
2.1
1.8
4.4
3.8
2.9
3.5
3.0
2.3
1.8
1.4
1.2
1.0
0.8
0.7
0.8
1.1
1.3
1.7
2.1
2.5
3.0
3.8
4.4
3.8
4.6
5.8
2.6
2.3
5.5
4.6
3.3
3.9
3.2
2.4
1.8
1.4
1.2
0.9
0.8
0.7
0.8
1.1
1.3
1.7
2.1
2.6
3.0
3.8
4.4
3.8
4.8
5.9
2.3
2.2
5.7
4.7
3.4
3.8
3.2
2.4
1.8
1.4
1.2
1.0
0.8
0.7
0.9
1.2
1.4
1.9
2.2
2.7
3.2
4.0
4.5
3.9
4.9
6.0
2.2
2.1
5.7
4.9
3.4
3.9
3.3
2.4
1.8
1.4
1.2
1.0
0.9
0.8
1.0
1.4
1.6
2.1
2.4
2.9
3.4
4.0
4.4
3.8
4.6
5.9
2.5
2.4
5.7
4.7
3.4
3.8
3.2
2.5
1.9
1.5
1.3
1.1
0.9
0.9
1.1
1.7
2.0
2.5
2.9
3.4
3.8
4.2
4.5
3.7
4.3
5.3
2.4
2.2
5.2
4.4
3.3
3.9
3.3
2.6
2.0
1.6
1.4
1.2
1.1
1.0
1.0
1.0
1.0
1.0
1.1
1.2
1.5
1.7
2.1
2.7
3.4
4.1
4.0
4.0
5.7
1.3
2.1
2.6
3.1
3.5
3.9
4.0
4.1
4.0
3.2
3.4
3.9
1.8
1.7
3.8
3.4
2.8
3.3
3.0
2.4
1.9
1.6
1.4
1.3
1.2
1.1
1.1
1.1
1.0
1.1
1.1
1.2
1.4
1.6
2.0
2.5
3.4
4.0
3.9
4.1
5.8
2.7
1.3
2.6
3.2
3.9
4.1
4.4
4.0
3.7
3.3
2.6
2.7
3.0
1.5
1.5
3.0
2.8
2.3
2.7
2.6
2.1
1.7
1.5
1.5
1.4
1.2
1.3
1.3
1.2
1.2
1.2
1.2
1.3
1.5
1.7
2.0
2.5
3.3
3.9
3.8
4.1
5.9
2.8
1.2
1.4
2.7
3.5
4.2
4.3
4.5
3.8
3.2
2.7
2.2
2.0
2.2
1.5
1.5
2.4
2.3
2.1
2.2
2.4
2.0
1.6
1.5
1.7
1.5
1.4
1.5
1.5
1.4
1.3
1.3
1.3
1.4
1.6
1.8
2.2
2.6
3.4
4.0
3.7
4.0
5.7
3.1
1.2
1.6
2.9
3.4
4.4
4.3
4.2
3.6
3.0
2.4
1.9
1.8
1.8
1.5
1.6
2.1
2.3
2.2
2.1
2.3
2.2
1.5
1.6
2.1
1.7
1.8
1.9
1.8
1.7
1.5
1.5
1.4
1.5
1.7
1.9
2.2
2.6
3.2
3.7
3.4
3.1
5.1
2.6
1.2
2.0
4.0
5.0
5.5
4.7
4.1
3.7
2.9
2.2
1.7
1.6
1.6
1.5
1.7
2.2
2.5
2.5
2.3
2.7
2.7
1.5
1.7
2.8
2.3
2.2
2.4
2.3
1.9
1.8
1.6
1.5
1.6
1.8
1.6
1.9
2.3
2.8
3.1
2.8
2.5
3.8
2.1
1.1
1.9
3.5
4.4
4.6
3.6
3.2
2.9
2.4
1.9
1.6
1.4
1.5
1.6
1.9
2.4
2.9
3.1
2.7
3.5
3.4
1.6
2.1
3.7
2.8
2.8
3.1
2.8
2.3
2.0
1.7
1.2
1.1
3.3
1.8
1.1
1.4
2.7
3.4
3.8
2.8
2.5
2.5
2.1
1.7
1.4
1.3
1.5
1.6
2.0
2.7
3.3
3.8
3.3
4.7
4.6
2.1
2.8
5.2
3.6
3.4
3.8
3.2
2.5
1.9
1.5
1.2
1.1
3.0
1.9
1.4
2.0
4.3
5.4
5.6
4.5
3.9
3.4
2.5
1.8
1.4
1.3
1.4
1.6
2.0
2.7
3.4
4.0
3.5
5.2
5.3
2.3
3.1
5.7
4.1
3.7
3.9
3.2
2.4
1.9
1.5
1.3
1.1
3.2
2.4
1.8
1.6
2.9
3.4
4.3
4.0
3.7
3.0
2.3
1.7
1.3
1.2
1.3
1.5
1.9
2.6
3.4
4.0
3.6
5.4
5.3
2.2
2.8
5.9
4.1
3.6
3.9
3.2
2.3
1.8
1.4
1.3
1.1
3.8
3.1
2.4
1.3
2.5
3.1
3.7
3.8
3.8
2.9
2.2
1.6
1.3
1.2
1.3
1.5
2.0
2.6
3.4
4.0
3.6
5.4
5.2
2.2
2.7
5.8
4.1
3.6
3.9
3.2
2.3
1.8
1.5
1.3
1.1
4.3
3.6
2.7
1.2
2.4
2.9
3.6
3.5
3.6
2.8
2.1
1.6
1.3
1.2
1.4
1.6
2.0
2.7
3.4
4.0
3.5
5.1
5.2
2.3
3.0
5.7
4.0
3.6
3.9
3.2
2.4
1.9
1.6
1.4
1.1
4.4
3.6
2.8
1.2
2.0
2.3
2.7
2.9
3.0
2.6
2.0
1.6
1.4
1.3
1.5
1.6
2.1
2.7
3.4
3.8
3.2
4.6
4.5
2.0
2.7
5.1
3.5
3.3
3.7
3.2
2.4
2.0
1.6
1.5
1.1
5.4
4.8
3.8
1.0
1.5
1.7
2.0
2.2
2.3
2.2
1.8
1.5
1.3
1.3
1.4
1.6
1.9
2.4
2.9
3.1
2.6
3.3
3.3
1.5
2.0
3.6
2.7
2.7
3.1
2.7
2.2
1.9
1.6
1.5
1.1
5.5
5.4
4.3
1.0
1.3
1.4
1.8
1.9
1.9
1.8
1.7
1.5
1.3
1.3
1.4
1.6
1.8
2.1
2.5
2.5
2.1
2.5
2.4
1.3
1.5
2.6
2.2
2.1
2.4
2.3
1.9
1.7
1.6
1.5
1.0
3.7
3.5
2.7
1.0
1.2
1.3
1.6
1.8
1.8
1.7
1.7
1.6
1.4
1.3
1.5
1.6
1.7
1.9
2.2
2.1
1.8
1.9
1.8
1.2
1.3
1.9
1.6
1.7
1.9
1.9
1.7
1.6
1.5
1.5
1.5
5.9
5.9
4.6
0.9
1.2
1.3
1.6
1.9
2.0
1.8
1.7
1.9
1.4
1.3
1.6
1.8
1.7
2.0
2.1
2.0
1.7
1.7
1.5
1.1
1.2
1.5
1.4
1.4
1.6
1.6
1.5
1.5
1.5
1.5
1.6
4.9
4.1
3.4
1.0
1.2
1.4
1.8
2.0
2.2
2.0
1.9
2.3
1.5
1.3
2.0
2.1
1.9
2.2
2.2
2.0
1.7
1.6
1.4
1.1
1.1
1.2
1.2
1.2
1.3
1.4
1.4
1.5
1.6
1.6
1.7
4.0
3.4
2.9
1.0
1.3
1.5
1.9
2.4
2.7
2.4
2.5
3.0
1.8
1.4
2.7
2.8
2.3
2.7
2.6
2.2
1.8
1.6
1.4
1.1
1.0
1.0
1.0
1.1
1.2
1.3
1.4
1.5
1.6
1.7
1.8
3.9
3.5
2.8
1.1
1.3
1.7
2.1
2.8
3.3
3.0
3.1
4.0
2.3
3.4
3.1
2.5
2.0
1.6
1.4
1.1
1.0
1.0
0.9
1.0
1.1
1.2
1.4
1.6
1.8
2.0
2.0
2.1
2.1
2.1
2.1
2.0
1.8
1.5
1.3
3.4
2.8
2.3
1.1
1.4
1.8
2.3
3.1
3.8
3.5
3.8
5.4
3.0
3.9
3.4
2.7
2.1
1.6
1.4
1.1
1.0
0.9
0.9
0.9
1.1
1.2
1.4
1.7
2.0
2.3
2.4
2.5
2.3
2.4
2.4
2.2
1.8
1.5
1.2
2.5
2.1
1.7
1.0
1.3
1.7
2.2
3.1
3.7
3.5
3.8
5.6
3.0
3.9
3.4
2.6
2.0
1.5
1.3
1.0
0.9
0.9
0.8
0.9
1.0
1.2
1.5
1.9
2.4
2.9
3.1
3.2
3.2
3.1
3.0
2.6
2.1
1.6
2.4
2.0
1.5
1.3
1.0
1.2
1.6
2.1
3.0
3.7
3.5
3.9
5.8
2.4
2.0
5.0
5.3
3.5
3.9
3.4
2.6
1.9
1.4
1.2
1.0
0.8
0.8
0.8
0.8
1.0
1.2
1.5
2.0
2.7
3.4
3.7
3.7
3.8
3.7
3.6
3.0
2.2
1.8
2.0
1.6
1.2
1.0
1.0
1.2
1.6
2.1
3.0
3.6
3.4
3.8
5.7
2.7
1.9
5.0
5.1
3.4
3.8
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1.9
1.4
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0.9
0.8
0.7
0.7
0.7
0.8
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1.3
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2.3
3.0
3.4
3.4
3.5
3.4
3.2
2.6
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1.2
0.9
0.8
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1.2
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0.8
0.7
0.6
0.7
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3.6
3.7
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1.7
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0.8
0.6
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1.6
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2.7
3.2
2.9
2.9
4.3
2.2
1.5
3.7
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2.7
3.3
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1.8
1.4
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0.8
0.7
0.6
0.6
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0.3
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0.4
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0.2
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0.10.10.10.20.30.40.50.60.70.70.81.01.11.51.41.11.41.10.90.80.70.60.60.50.50.50.50.40.40.40.40.30.20.10.10.10.10.1
0.1
0.1
0.1
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0.2
0.2
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0.8
0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
2.1
3.6 3.6
3.8
3.2
3.1
2.6
2.43.9 3.1
4.8
3.2
2.2
3.7
3.7
1.9
5.6
ARCH PROJECT #:
CFT PROJECT #:
DRAWN BY:
ISSUE DATE:
REVISIONS:
All ideas, designs, arrangement and plans indicated or
represented by this drawing are the property of CFT and
were created for use on this specific project. None of these
ideas, designs, arrangements or plans may be used by or
disclosed to any person, firm, or corporation without the
written permission of CFT
CFT
RETAIL PLAZA
1480 N. 2nd E
REXBURG, ID 83440
TEAM
NV, DEVELOPMENTS, LLC
CHERNG FAMILY TRUST, INC.
1683 Walnut Grove Ave.
Rosemead, California 91770
2ND
3RD
CT980
16-285
BLDG. DEPT. COMMENTS 06-28-16
BLDG. DEPT. COMMENTS 08-16-16
CONSTRUCTION SET 03-21-17
FIELD CHANGES 11-28-16
REVISED CONST. SET 05-02-17
CFT COMMENTS 12-12-16
CFT COMMENTS 12-28-16
CFT COMMENTS 01-06-17
1ST BID SET 02-07-17
CFT COMMENTS 03-01-17
CFT COMMENTS 04-14-17
1
E-101
PHOTOMETRIC PLAN
NTS
FOR REFERENCE ONLY
2
3
A
1
BCDE
RETAIL 1
SPACE - 100
1737 SF
RETAIL 2
SPACE - 110
1164 SF
RETAIL 3
SPACE - 120
1164 SF
RETAIL 4
SPACE - 130
1746 SF
ELECTRICAL ROOM
120 SF
BY FUTURE
TENANTS
BY FUTURE
TENANTS
2
3
A
1
BCDE
L6L6
L6L6L6
L6L6L6
L6L6
L6
L6
L6EM
L6EM L6
1
E-300
LIGHTING PLAN
3/16"=1'-0"
UNIVERSAL MOUNT EXIT SIGN,
SINGLE FACE, GREEN LETTER
FLUORESCENT, 120V WITH BATTERY PACK,
HUBBELL
FIXTURE: PUCGW-F-9LT-4
LT-1
LT-2
LT-3
EXTERIOR WALL SCONCE LIGHTING
BY ECLIPSE LIGHTING
TROY - UP/DOWN INSTALLED BY GC
FURNISHED BY OWNER
INSTALLED BY GC
FURNISHED BY OWNER
INSTALLED BY GC
FURNISHED BY OWNER
INSTALLED BY GC
FURNISHED BY OWNER
SIZE: 16.5" X 7" / COLOR: BLACK
EXTERIOR WALL SCONCE LIGHTING
BY LITHONIA
AFINITYCOLOR: BLACK
1X4 RECESSED FLUORESCENT BY LITHONIA
REFER TO ELECRICAL
REFER TO ELECRICAL
REFER TO ELECRICAL
REFER TO ELECRICAL
DOWN LIGHT, RECESSED IN CEILING
ELITE HOUSING: LD6IC-AT
LED MODULE: ELITE LED LIGHTING
RL607-14W-120-FL-30K-SN-SN
LT-5 INSTALLED BY GC
FURNISHED BY OWNERREFER TO ELECRICAL
T-BAR CEILING RECESSED MOUNTED FLUORESCENT LIGHTING
FIXTURE, 2' X 4', 120V WITH ONE ELECTRONIC BALLASTS AND T-8
LAMPS, EXTRUDED VIRGIN LENS. BAKED-ON WHITE ENAMEL FINISH.
LIGHTOLIER
FIXTURE:
XP2GVA232UNVHI
LT-6 INSTALLED BY GC
FURNISHED BY OWNER
INSTALLED BY GC
FURNISHED BY OWNERLT-6EM T-BAR CEILING RECESSED MOUNTED FLUORESCENT LIGHTING
FIXTURE, 2' X 4', 120V WITH ONE ELECTRONIC BALLASTS AND T-8
LAMPS, EXTRUDED VIRGIN LENS. BAKED-ON WHITE ENAMEL FINISH.
LIGHTOLIER
FIXTURE: XP2GVA232UNVHI
-WITH BATTERY BACK UP PACK
ARCH PROJECT #:
CFT PROJECT #:
DRAWN BY:
ISSUE DATE:
REVISIONS:
All ideas, designs, arrangement and plans indicated or
represented by this drawing are the property of CFT and
were created for use on this specific project. None of these
ideas, designs, arrangements or plans may be used by or
disclosed to any person, firm, or corporation without the
written permission of CFT
CFT
RETAIL PLAZA
1480 N. 2nd EREXBURG, ID 83440
TEAM
NV, DEVELOPMENTS, LLC
CHERNG FAMILY TRUST, INC.
1683 Walnut Grove Ave.
Rosemead, California 91770
2ND
3RD
CT980
16-285
BLDG. DEPT. COMMENTS 06-28-16
BLDG. DEPT. COMMENTS 08-16-16
CONSTRUCTION SET 03-21-17
FIELD CHANGES 11-28-16
REVISED CONST. SET 05-02-17
CFT COMMENTS 12-12-16
CFT COMMENTS 12-28-16
CFT COMMENTS 01-06-17
1ST BID SET 02-07-17
CFT COMMENTS 03-01-17
CFT COMMENTS 04-14-17
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ARCH PROJECT #:
CFT PROJECT #:
DRAWN BY:
ISSUE DATE:
REVISIONS:
All ideas, designs, arrangement and plans indicated or
represented by this drawing are the property of CFT and
were created for use on this specific project. None of these
ideas, designs, arrangements or plans may be used by or
disclosed to any person, firm, or corporation without the
written permission of CFT
CFT
RETAIL PLAZA
1480 N. 2nd E
REXBURG, ID
TEAM
1ST
NV, DEVELOPMENTS, LLC
CHERNG FAMILY TRUST, INC.
1683 Walnut Grove Ave.
Rosemead, California 91770
1
2ND
3RD
CT980
15-289
BLDG. DEPT. COMMENTS 06-28-16
2 RE-SUBMITTAL 04-25-17
L-1.0
LANDSCAPE PLAN
2
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ARCH PROJECT #:
CFT PROJECT #:
DRAWN BY:
ISSUE DATE:
REVISIONS:
All ideas, designs, arrangement and plans indicated or
represented by this drawing are the property of CFT and
were created for use on this specific project. None of these
ideas, designs, arrangements or plans may be used by or
disclosed to any person, firm, or corporation without the
written permission of CFT
CFT
RETAIL PLAZA
1480 N. 2nd E
REXBURG, ID
TEAM
1ST
NV, DEVELOPMENTS, LLC
CHERNG FAMILY TRUST, INC.
1683 Walnut Grove Ave.
Rosemead, California 91770
1
2ND
3RD
CT980
15-289
BLDG. DEPT. COMMENTS 06-28-16
2 RE-SUBMITTAL 04-25-17
L-2.0
IRRIGATION PLAN
2
2
2
2
3
A
UNIT 130
1553 SF
1
BCDE
UNIT 100
1517 SF
UNIT 120
1170 SF
121 SF
UNIT 110
1612 SF
ARCH PROJECT #:
CFT PROJECT #:
DRAWN BY:
ISSUE DATE:
REVISIONS:
All ideas, designs, arrangement and plans indicated or
represented by this drawing are the property of CFT and
were created for use on this specific project. None of these
ideas, designs, arrangements or plans may be used by or
disclosed to any person, firm, or corporation without the
written permission of CFT
CFT
RETAIL PLAZA
1480 N. 2nd EREXBURG, ID 83440
TEAM
NV, DEVELOPMENTS, LLC
CHERNG FAMILY TRUST, INC.
1683 Walnut Grove Ave.
Rosemead, California 91770
2ND
3RD
CT980
16-285
BLDG. DEPT. COMMENTS 06-28-16
BLDG. DEPT. COMMENTS 08-16-16
CONSTRUCTION SET 03-21-17
FIELD CHANGES 11-28-16
REVISED CONST. SET 05-02-17
CFT COMMENTS 12-12-16
CFT COMMENTS 12-28-16
CFT COMMENTS 01-06-17
1ST BID SET 02-07-17
CFT COMMENTS 03-01-17
CFT COMMENTS 04-14-17
P-100
PLUMBING
FLOOR PLAN1
P-100
PLUMBING FLOOR PLAN
3/16"=1'-0"
SD-5
STRUCTURAL DETAILS
ARCH PROJECT #:
CFT PROJECT #:
DRAWN BY:
ISSUE DATE:
REVISIONS:
All ideas, designs, arrangement and plans indicated or
represented by this drawing are the property of CFT and
were created for use on this specific project. None of these
ideas, designs, arrangements or plans may be used by or
disclosed to any person, firm, or corporation without the
written permission of CFT
CFT
RETAIL PLAZA
1480 N. 2nd E
REXBURG, ID 83440
TEAM
2ND
CT980
16-285
BLDG. DEPT. COMMENTS 06-28-16
BLDG. DEPT. COMMENTS 08-16-16
CONSTRUCTION SET 03-21-17
FIELD CHANGES 11-28-16
CFT COMMENTS 12-12-16
CFT COMMENTS 12-28-16
CFT COMMENTS 01-06-17
1ST BID SET 02-07-17
CFT COMMENTS 03-01-17
CFT COMMENTS 04-14-178
7
6
5
4
3
2
1
CHERNG FAMILY TRUST, INC.
1683 Walnut Grove Ave.
Rosemead, California 91770
GLB HINGE 3
BEAM TO COLUMN 2
4
612
10
TRASH ENCLOSURE WALL
COL. @ FOOTING BEAM TO COLUMN 1
ELEVATIONTYICAL LIGHT POLE SECTION
TRASH ENCLOSURE PLAN
11