HomeMy WebLinkAboutREDLINED SITE PLAN - 23-00908 - Aveyo Solar - AdditionAuthor Name Author Email Author Phone No.:
Stan Crittenden Stan.Crittenden@rexburg.org 208-372-2314
Joel Gray Joel.Gray@rexburg.org 208-372-2331
Katie Saurey Katie.Saurey@rexburg.org 208-372-2167
Description : Aveo Solar - Addition
Address : 460 W 4th S
Application Type :
Document Filename : SITE PLAN - 23-00908 - AVEO SOLAR BUILDING REMODEL.pdf Array
Comment Author Contact Information:
Corrections in the following table need to be applied before a permit can be issued
Review Report
Revisions Required
# 23-00908
Commercial - Addition
Please digitally re-submit all pages of the plan set in response to requested revisions
for our next review cycle, with noted items resolved.
Report Date: 12.12.2023
Approval of plans does not constitute approval of variance from code
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Cottonwood Architectural Group, LLC reserves all rights to plans, drawings and ideas and all modifications. These plans are not to be copied, changed and or reproduced unless with express written consent of Cottonwood Architectural Group, LLC. Purchasers of these plans are limited to a single use of construction. Before starting construction the Purchaser(s), Builder(s), Subcontracer(s), and Supplier(s) must verify according to common best practices in their specific field whether there be any error in the plans that may need to be addressed and/or corrected. The Purchaser(s) or their agreed agent is responsible to secure and pay for any required structural, electrical, civil, mechanical, or other necesssary engineering as dictated by their local Authority Having Jurisdiction (AHJ). If the Purchaser(s) or their agreed agent find errors in the drawings, they must report them to Cottonwood Architectural Group, LLC and allow adequate time for correction of the errors to ensure project success.
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PROJECT INDEX
TITLE SHEETS
SITE PLANS
FLOOR PLANS
ROOF PLANS
SECTIONS
ELEVATIONS
DETAILS & SCHEDULES
TITLE
FOUNDATION
FLOOR FRAMING
FRAMING
ROOF FRAMING
DETAILS
T1.1
T1.2
T1.3
A1.1
A2.1
A2.2
A2.3
A3.1
A3.2
A5.1
A5.2
A5.3
A4.1
A4.2
A4.3
A4.4
A6.1
A6.2
G-101
G-102
S-101
S-201
S-202
S-301
S-302
S-303
S-401
R-101
TITLE SHEET
CODE SHEETS
GENERAL NOTES
SITE
LOWER LEVEL PLANS
MAIN LEVEL
SECOND LEVEL
ROOF PLANS
ROOF DETAILS
SECTIONS
SECTIONS
SECTIONS
ELEVATIONS
ELEVATIONS
ELEVATIONS
ELEVATIONS
SCHEDULES & DETAILS
WINDOW & DOOR SCHED...
COVER SHEET
GENERAL NOTES
FOUNDATION
MAIN FLOOR FRAMING
SECOND FLOOR FRAMING
BASEMENT FRAMING
MAIN LEVEL FRAMING
SECOND LEVEL FRAMING
ROOF FRAMING
DETAILS
BACK RIGHT BACK LEFT
FRONT RIGHTFRONT LEFT
A CUSTOM REMODEL OF THE FRONTIER PIES BUILDING FOR:
AVEO SOLAR
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Cottonwood Architectural Group, LLC reserves all rights to plans, drawings and ideas and all modifications. These plans are not to be copied, changed and or reproduced unless with express written consent of Cottonwood Architectural Group, LLC. Purchasers of these plans are limited to a single use of construction. Before starting construction the Purchaser(s), Builder(s), Subcontracer(s), and Supplier(s) must verify according to common best practices in their specific field whether there be any error in the plans that may need to be addressed and/or corrected. The Purchaser(s) or their agreed agent is responsible to secure and pay for any required structural, electrical, civil, mechanical, or other necesssary engineering as dictated by their local Authority Having Jurisdiction (AHJ). If the Purchaser(s) or their agreed agent find errors in the drawings, they must report them to Cottonwood Architectural Group, LLC and allow adequate time for correction of the errors to ensure project success.
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UP
UP
DN
D
N
DN
DW
Tr
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=
8
2
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OCCUPANT LOAD AT
BOTTOM OF STAIR: 15
OCCUPANT LOAD:
UPPER FLOOR: 31
MAIN FLOOR: 21
LOWER FLOOR: 24
TOTAL AT EXIT: 75
MIN. WIDTH : 15"
PROVIDED: 72"
PARKING REQ'MTS:
BUSINESS SQUARE FEET: 6767 SF
STALLS (BUSINESS): 21 (20.301)
WOMEN'S
154 sq ft
MEN'S
155 sq ft
OFFICE #4
153 sq ft
OFFICE #3
251 sq ft
OFFICE #2
241 sq ft
OFFICE #1
383 sq ft
CONFERENCE RM
540 sq ft
RECEPTION
280 sq ft
BREAK AREA
99 sq ft
OPEN SPACE
3,999 sq ft
STAIRWELL
151 sq ft
STAIRWELL
162 sq ft
MAIN FLOOR OFFICES
6,767 sq ft
F
OCCUPANT LOAD:
UPPER FLOOR: 0
MAIN FLOOR: 28
LOWER FLOOR: 0
TOTAL AT EXIT: 28
MIN. WIDTH: 5.6"
PROVIDED: 72"
DN UP
DO
W
N
UP
Tr
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Di
s
t
a
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c
e
=
11
2
'
OCCUPANT LOAD AT
TOP OF STAIR: 16
OCCUPANT LOAD AT
TOP OF STAIR: 15
PARKING REQ'MTS:
BUSINESS SQUARE FEET: 2992 SF
STALLS (BUSINESS): 9 (8.976)
STAIRWELL
156 sq ft
OFFICE #15
170 sq ft
OFFICE #14
188 sq ft
OFFICE #5
154 sq ft
OFFICE #6
160 sq ft
OFFICE #7
153 sq ft
OFFICE #8
150 sq ft
OFFICE #9
219 sq ftOFFICE #13
180 sq ft
OFFICE #12
180 sq ft
OFFICE #11
308 sq ft OFFICE #10
222 sq ft
CONF. RM.
373 sq ft
STAIRWELL
147 sq ft
SECOND FLOOR OFFICES
2,992 sq ft
CORRIDOR
436 sq ft
UP
UP
UP
UP
Tr
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l
Di
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t
a
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e
=
75
'
Tr
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Di
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t
a
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e
=
74
'
Tr
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Di
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t
a
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c
e
=
50
'
Travel Distance= 62'
OCCUPANT LOAD:
LOWER FLOOR: 24
TOTAL AT STAIR: 24
OCCUPANT LOAD:
LOWER FLOOR: 15
TOTAL AT EXIT: 15
PARKING REQ'MTS:
STORAGE SQUARE FEET: 5717 SF
STALLS (WAREHOUSE): 2 (1.143)
BASEMENT STORAGE
5,717 sq ft
STORAGE
2,091 sq ft
STORAGE
886 sq ft
STORAGE
1,522 sq ft
MENS
139 sq ft
WOMENS
134 sq ft
MECH.
60 sq ft
MECH.
132 sq ft
STAIRWELL
68 sq ft
STAIRWELL
305 sq ft
STAIRWELL
220 sq ft
MAIN LEVEL CODE DATA
1/16" = 1'-0"
SECOND LEVEL CODE DATA
1/16" = 1'-0"
BASEMENT LEVEL CODE DATA
1/16" = 1'-0"
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PROJECT NO:
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202314
2023
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Cottonwood Architectural Group, LLC reserves all rights to plans, drawings and ideas and all modifications. These plans are not to be copied, changed and or reproduced unless with express written consent of Cottonwood Architectural Group, LLC. Purchasers of these plans are limited to a single use of construction. Before starting construction the Purchaser(s), Builder(s), Subcontracer(s), and Supplier(s) must verify according to common best practices in their specific field whether there be any error in the plans that may need to be addressed and/or corrected. The Purchaser(s) or their agreed agent is responsible to secure and pay for any required structural, electrical, civil, mechanical, or other necesssary engineering as dictated by their local Authority Having Jurisdiction (AHJ). If the Purchaser(s) or their agreed agent find errors in the drawings, they must report them to Cottonwood Architectural Group, LLC and allow adequate time for correction of the errors to ensure project success.
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OVERHEAD POWEROVERHEAD POWER
8.1
8.2
8.38.3
8.4
8.58.58.5
8.6
8.10
8.8
8.8 8.6
1 2 3 4 5 6
7
8
9 10
11
12 1314151617
33
19 20 21 22 23 24 25 26 27 28
29
30
31
32
18
10' FRONT
10'
SID
E
10
'
SI
D
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W
4
T
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S
S 5TH
ST W
EXISTING
STRUCTURE
460 W 4TH S
25'-3"18'20'71'-10"100'-5"
68'-10"
1'-6"
34'
20'
20'
8'-6"18'
14'-7"
OVERHEAD POWEROVERHEAD POWER
8.7
8.12
8.12
8.11
8.11
8.11
8.10
8.2
8.17
8.17
8.17
8.16
8.15
8.14
8.13
8.18
PUBLIC WAY
SETBACK
PER 6.01.060
L
W
4
T
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S
S 5TH
ST W
EXISTING
STRUCTURE
PR
O
P
O
S
E
D
AD
D
I
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I
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N
EN
V
E
L
O
P
E
1 2 3 4 5 6
7
8
9
10
11
12
13
14
15
16
17
33
19
20
21
22 23 24 25 26 27 28 29 30 31
32
18
460 W 4TH S
EXISTING
STRUCTURE
34
35
36
KEYED NOTES
8.1 INDICATES EXISTING STONES AND
BOULDERS TO BE REMOVED OR
RECONFIGURED TO REFLECT THE
LANDSCAPING PLAN DEVELOPED
B.O.
8.2 EXISTING SIGN TO REMAIN.
GRANDFATHERED FROM
PREVIOUS BUSINESS.
8.3 EXISTING FIRE HYDRANT TO
REMAIN, PROTECT DURING
CONSTRUCTION.
8.4 EXISITNG BEAM ANCHOR
FOOTING TO REMAIN, PROTECT
DURING CONSTRUCTION
8.5 EXISITING SIDEWALK TO REMAIN.
8.6 EXISTING TRANSFORMER TO
REMAIN, PROTECT DURING
CONSTRUCTION.
8.7 EXISTING RAMP WITH DRAINAGE
TO REMAIN FOR LOADING/
UNLOADING.
8.8 THIS SPACE DESIGNATED FOR
SNOW STORAGE.
8.10 EXISTING FENCE TO REMAIN
8.11 EXISTING ADA SIDEWALK RAMP
ACCESS TO REMAIN.
8.12 NEW ADA RAMP (1:12 MAX) AND 60"
LANDING.
8.13 (2) 2" WATER LINES, METERED
SEPERATELY. FIELD VERIFY AND
RELOCATE MANHOLE AS
REQUIRED TO COMPLY WITH CITY
ORDINANCES.
8.14 8" WATER LINE FOR NEIGHBORING
BUILDING, FIELD VERIFY
LOCATION AND RELOCATE
MANHOLE AS REQUIRED TO
COMPLY WITH CITY ORDINANCES.
8.15 EXISTING STORM DRAINAGE
SYSTEM FOR PARKING LOT TO
REMAIN. PROTECT DURING
CONSTRUCTION.
8.16 EXISTING SANITARY SEWER TO
REMAIN, APPROXIMATE DEPTH IS
14', VERIFY WITH CITY, AND
COMPLY WITH CITY TIE-IN
REQUIREMENTS IF NEEDED.
8.17 EXISTING MANHOLE TO REMAIN,
LOCATION IS APPROXIMATE, FIELD
VERIFY.
8.18 EXISTING BELOW GRADE POWER
SUPPLY, COORDINATE WITH
UTILITY FOR RELOCATION IF
REQ'D.NORTH
0 20'50'100'EXISTING SITE PLAN
1" = 50'
NORTH
0 30'60'FINAL SITE PLAN
1" = 30'
NORTH
0 10'20'40'PROPOSED LANDSCAPING
1" = 20'
PARKING REQUIREM ENTS: (SEE CODE SHEET FOR CALCS)
WAREHOUSE (STORAGE, .2/1000): 1
BUSINESS (GENERAL 3/1000): 32
TOTAL: 33
NOTE: TOTAL STALLS INCLUDES 2 ADA STALLS AT AN
ACCESSIBLE ENTRANCE.
NOTE: STALLS 19 - 33 ARE SHARED STALLS, TYPICALLY
AVAILABLE DURING BUSINESS HOURS.
SETBACK REQUIREMENTS:
ZONE: CBC
FRONT YARD: 10' FROM R.O.W.
SIDE: NOT REQ'D
REAR: NOT REQ'D
NOTE: IN EXCHANGE FOR LANDSCAPING AND
MAINTAINING THE PUBLIC PROPERTY ABBUTTING
THE PROPERTY IMMEADIATELY TO THE SOUTH,
THE CITY HAS AGREED TO ALLOW THE PROPERTY
OWNER TO UTILIZE IT AS IF AMMENDED TO THEIR
LOT, BUT WITHOUT OWNERSHIP.
LANDSCAPING PLAN NOTE:
THE LANDSCAPING PLAN IS STILL BEING
DEVELOPED BY MD LANDSCAPING. THIS
PRELIMINARY PLAN IS PROVIDED TO SHOW THE
INTENT OF COMPLIANCE WITH ALL CITY
LANDSCAPING, AND TO ILLUSTRATE THAT THE
BUILDING OWNERS INTEND TO BEAUTIFY AND
IMPROVE THE SHARED LAND SOUTH OF THE NEW
CONSTRUCTION.