HomeMy WebLinkAboutLETTER - 92-00009 - Albertsons - New BuildingARCHITECTS/PLANNERS
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BUJ rLr_iUf 200 N 6th Boise., Idaho 8370 208-343-463
FAX 208-43-1 SSR
January 9, 1992
Terry Leishman
Building Department
City of Rexburg
12 North Center
Rexburg, ID 83440
RE: Albertson's No. 171
NEC Teton River and E. 2nd N.
Project No. 91073
Dear Mr. Leishman
Four copies of construction pians for the above referenced pRUJECT ars hereby submitted for
PLAN REVIEW. Two (2) copies of the project manuals including specifications and sons
regvrt) are included.
Two (2) sets of the documents have been "wet signed" by the architect and engineers.
and fourth copies of plans (unsigned) are intended for review by tie Fire DeDartmen
agencies requiring pans. If additianai codes are required please contact us.
Following is the list of personnel associated with the project.,
ARCHITECT91
:
STRUCTURAL ENG'R:
MECHANICAL ENG'R:
ELECTRICAL ENG'R:
FIRE PROTEC'TION:
The third
ts or hLI-1
HERBERT J. WINTERS
REX HARRISON
DEAN McKELLIP
JACK TAYLOR
JAMES WICKING
dna gnone number for eachproject design team member ars fisted an the cover
Pages of the groj ect manuals and �.ri the attached sets of plans on Sheet No. 1.0-1, Partial. Site
Pian, center of the page.
SOILS ENGINEER and GEOTECHNICAL DATA: (See the SOILS REPORT included in the
Project Manual - Specifications, following Section 2200 - Earthwork).
GENERAL COMMENTS41
1. The two official review sets each consast of one manual, calculations,and buildingConstruction plans. Both official sets are "wetsigned" Y p b each disci 1xne
2. This submittal consists of the construction of a single -story retail grocery store. The
building has been designated ALBERTSON'S as depicted on the partial Site Plan P 1.0.1.
I
Occupancy Classification is B-2. Minimum Tnf�+nnotreir.+;r.., .� TrT ,.r ,�----
__.. _,�-�, .....)"La� ��.t �„f lib 111 -IN, rue spnx�
nered.3.
Data for the above project has been reviewed 0
for conformance with the followin codes
FEDERAL REGISTER 28 CFR PART 36
UNIFORM BUILDING CODE:
UNIFORM MECHAN,1CAL CODE:
UATIFORM PLUMBING CODE:
UNIFORM FIRE CODE;
NATIO'
NAL ELECTRICAL CODE:
ADA (implementing Title III of the
American's with Disabilities Act
-199 1 UBC
1941
UMC
1991
UPC
1991
UFC
1991
NEC
4. En
.gineered Sprinkler Drawings (prepared by an approved sprinkler contractor) shall be
submitted tot he Building Department A
FTER THE BID and prior to construction.
5. Building Setbacks: 1111t
ecu: Yard Varies to parcel Zine at dock, exceeds 60' at
remaining length of wall,
Right** Exceeds 60' to property line.
Front: Exceeds G0' yard.
Left: 0' to parcel line along wail common with retail Shops.
Exterior walls are rated as follows*
Left Wall: 4 her gratec�on (g� parcel i
ne & 2 hr where
openings are permitted,
Other Walls* Unprotected @ non-combustible non-bearing & 2 hr
� non-combustible bearing wa11s.
6. Maximum Building Area;
Designated type of construction is Type III -N, for 11B-2 Occupancy. UBC Table No. 5-C
allow 12:,000 S.F. of building area.
Partial Site Plan (1,0-1 of the drawings) shows 2 side yard separation. Vie will use 2 -
side yard separation to obtain max" area increases. UBC S{ec. 506(a)l provides an
allowable area increase based on 2 -side yard separation as follows:
The rate of increase for separation on 2 sides in 1. 25 % for each foot by which
the minimum width exceeds 20 feet., The yard width exceeds 6o,6 Therefore
50' minus 20' equals 4D' (anI Iica Ie), allowing 4Q�' x .4 � 2 5 = SQ % yr 1 + 0.5
— 1.5 multiplier,
12 ,000 s.f. x 1.5 (area multiplier) = 18,000 s.f. PERMITTED
18,2000 s.f. x 3 (sprinkler
(per Sec. 506. (c)) . .f. Increase) = 54,000 sALLOWABLE INCREASE
54,000 s.f, permitted > 40,241 s.f. provided. OK
7. Building Area,.
Mr. Terry Leishman
January 9, 1992
Page 3
Mezzanine
Retail & Support Area
Mechanical Mezzanine
TOTAL
Canopy/overhangs
8, Occupant Load by Use:
Use
Assembly Areas
Kitchin -Commercial
M e,ch. Equip. R () 0 M
Offices
Store -Retail Sales
Stock Roy
Corriclorq
MS
Room No.
202
108, 110, 112, 114,
115, 116, 118). 127
120, 206, 212, 213,
107, 207, 209,211
103, 104,
105, 121,
Entrances 101, 102,
and Stairs 2031210
Coolers, Freezers
Restrooms
Not Used
Total Building Area
Total Occupant Load
ill)
124,
129,
132,
11_9,
9. Exits Required:
106, 109
122, 208
1 34, 201
113, 117, 123 ,
125, 126, 128,
135
133, 204,
130, 131,
Overall
1,422
37,134
1.685
40,241
1, 705 s.f.(not included)
S.FJFactor
350 at 15
2,655
at
200
1, 894
at
300
68 1
at
100
24,430
at
30
5,090
at
300
1,691 at 100
3,102 at 100
205 348 at 100
4 0,241 Sq. Ft.
Occ. ioad
mmmw�w.�
(23)
13
6
7
814
17
17
(3 1)*
(4)*
WA
NUMBER: UBC See., 3303.(a)requires not less than three exits for occupant loads of
501 to 1000. The occupant load is designated as 874 (see part 8, above). Four exists
are provided.
WIDTH: 874 (occupants)/ 50 = 17.48, say 17.5 LF required
Width of exiting pr0V1ded: Opening No. 02 - 3 n ft Fv;f av, ,
TOTAL Width Provided
17.5 11, required < 194,5 Lfa provided.
03 -
&
3.5
.6
ft.
Ex -it
19
No.
1
04 -
3.5
ft.
Exit
No.
2
OS -
3.0
ft.
Exit
No.
2
20 -
3.05
ft.
Exit
No.,
3
23 -
300
ft.
Exit
No.
4
19.5 ft.
As directed bY Rose Bagley, City Clerk, this package has been forwarded without payment of
the plate check fee. She indicate the amount would be established upon your receipt of this
package. Once we have been advised of the amount, Payment will be promptly issued.
Mr. Terry Leishman
January 9, 1992
Page 4
This completes our initial plan review submittal.Please provide a written response and/orapproval at your earliest cvnveni�nc�e. �f you have any questions, do not hesitate to calf
,(Collect)
Respectfully submitted,
CSHQA Architects/Planners.
Gene Shaffer, AIA
GS; ms
cc: Jeremy Jeffers
Attachments: 4 leis of Plans
Z Project Manuals (including soils
2 Structural Calculations