HomeMy WebLinkAbout135 Bockman Dr - Inspection Results/Engineering - 04/26/1993P. 01102
KKE
Korsunsky Krank Erickson
Architcus, Inc.
300 First AYenUE North
Minneapolis, MN 5541
bl2/339-4Z00
To:
'ax #
Tate:
1Yo::
FACSIMILE
(612) 342-9267
Number of panes, including this one: Copy will be mailed: Yes No. X
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KKE ARCHrf'EC1s PROJECT DATA FFLE
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Project: ShopKo - Fort Collins, CO P-99R par 9
Project No. 93.04.1073-01 February 18, 1993
k.
KKE031291
REQUIRED
PROVIDED
it.
Automatic sprinkler
system:
Required
Provided
in.
Allowable Boor area
increase:
Unlimited
95,244 GSF
iv.
Standpipe(s) required:
None
None
v.
Area (SF)/fire
extinguisher:
75' travel distance
75' travel distance
A.
FE type:
UL2A-l0BC (General)
vik
Hose cabinet :
None
None
viil.
Distance between hose
cabinets:
a.
Suspended ceiling
attic/void:
Low voltage wiring without
conduit
x.
Keyed lock box:
Yes, 7'-6" high
xi.
Fixturing height:
2'•0" down from ceiling
Provided
Handicap Requirements:
Code:
i
No. of parking stalls:
State Code
By Civil
il.
Maximum gradient
exterior:
I' in 20'
1' in 20'
id.
No. of entrances ��
1 o6G. °C L#) �" �(�
I — ti 3
iv.
Toilets:
Yes
1-first Boor only
Y.
D.F.'s:
Yes
1-first Boor only
vL
Elevator:
Not required by ADA
No
At
Interior ramps:
V-2"
None
vilf.
Door width minimum:
36"
36"
xL
Corridor width minimum:
44"
44"
X.
Curb cuts:
Yes
Yes
xi.
Hotel rooms/apt:
n/a
n/a
xfi.
KKE ARCHITECTS PROJECT DATA PHI
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Project: ShopKo • Fort Collins, CO P-99R
Project No. 93.04.1073-01
Energy Conservation:
KKE031291
yes
REQUIRED
Page 10
February 18, 1993
PROVIDED
Calculations will be provided
w/complete documents
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KKE ARCHITECTS PROJECT DATA FILE
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Project: ShopKo - Fort Collins, CO P-99R Page 12
Project No. 93-04-1073-01 February 18, 1993
INVENTORY OF TYPICAL COMBUSTIBLE MATERIALS
Summer
Winter
Sales Floor/
Sales Floor/
Item
Unit
Stock Area
Stock Area
Disposable lighters
0.2 oz
500/500
500/500
Matches
50/0
50/0
Hair mousse
5 02-8 oz
200/300
200/300
Hair spray
7 oz-12 oz
700/1000
700/1000
Cologne
2.5 oz
100/50
100/50
Shave cream
11 oz
500/1000
500/1000
Deodorant
4 oz-10 oz
400/600
400/600
Antiseptic
3 oz-4.5 oz
40/20
20/20
!Coleman Fuel, propane
16.4 oz
72/144
36/0
*Coleman Fuel, liquid
gallon
60/288
24/24
*Charcoal starter fluid
32 oz-64 oz
240/600
0/0
Insect repellent
3.5 oz-116 oz
180/0
0/0
Auto batteries
24/12
24/24
Tester model spray paint
3.2 oz
Housewares aerosol sprays
7 oz-17 oz
180/180
180/180
Oil base paints
Gallon
350/350
50/50
Spray paint
10 oz
900/400
800/300
Paint thinner
Quart
30/0
30/0
Paint thinner
Gallon
35/12
35/12
Varnish
Quart
250/50
250/50
Varnish
Pint
250/50
250/50
Gas line treatment
12 oz.
72/72
576/1150
Auto spray paint
5 oz-11 oz
240/240
180/60
Auto spray aerosols
2 oz-16 oz
120/60
300/400
Auto additives
11 oz-15 oz
150/100
150/100
Ammunition
Boxes
200/100
1600/1000
*Indicates materials stored on mezzanine level of stockroom; all other materials stored on first floor.
ABOVE INFORMATION PROVIDED BY SHOPKO STORES, INC. 8/28/87.
KKE03129I
KKE ARCHITECTS PROJECT DATA FILE
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Project: ShopKo - Fort CollItts, CO P-99R Page 13
Project No. 93-04.1073.01 February 18, 1993
5. FIRE PROTECTION SYSTEM:
NFPA 18
UBS 38.1
ICBO
a. The entire project is protected with a wet sprinkler system which is designed to the requirements of the
National Fire Protection Association (NFPA), the Owner's insurance underwriter, Factory Mutual Insurance
Association (FMIA), and the local requirements. The sprinkler system will be hydraulically designed to
provide the following:
1. For the retail and office area, 0.15 GPM per square foot over 2,500 square feet using 1650 F heads in the
office area, 2120 F heads in the retail area, and 2860 F heads in the Inventory Control Room. A hose
stream allowance of 500 GPM shall be provided. The protection area shall not exceed 130 square feet
per head.
ii. For the storage areas (stock rooms), 0.25 GPM per square foot over 3,000 square feet using 2860 F heads.
A hose stream allowance of 500 GPM shall be provided. The protection area shall not exceed 100 square
feet per head
b. All electrical rooms will be sprinklered
C. The main water service shall have a through -wall post indicator type shutoff valve and a detector check valve.
The building will be split into three zones with three risers each having a separate electric flow switch and
through -wall post indicator type shutoff valve. All valves shall have supervisory switches.
d. On the sprinkler riser is a supervisory switch which is connected to an electronic devise (modem) which
automatically signals (telephone line) the local monitoring station.
Brian R. Morgan, AIA, RIBA
Senior Project Architect
KKE031291
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�ARCHII'ECTS PRO�CT DATA F118
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Pro�ect: ShopKo- Fort CoWns, CO P-99R Mge 1
Project No. 93-�4•1073•Ol Febn+ary 18. 1993
Subject: Code Review
��.�� �� ��
Sice Locatlon: Sou[h College Drive, Boazdwalk ��I S �� �
Drive, B�ckman Drive and JFK Pazkwey. $ I
1. BUILDING GROSS AREA �C� � � ()'U.�Q
�! ' � �Un[
a Flrst Floor: al,5�ti.��w V�o I
l
l. Non Public 2;406 GSF ( 2%) '
G. Retail 82,982 GSF ( 84%) ��A i
iil. Stock 13,776 GSF ( 14%) ,
99,164 GSF (96%)
b. Mazanine:
i. Stock ],680 GSF { 41%)
ii. O�ces, Etc. 2,400 GSF ( 599b)
4.080 GSF ( 16%)
c Total 103.244 GSF (100%)
REQUIRED PROYIDED
2. ZOIVING REQUIRLMENT
a ApPllcable Ordinance:
Date:
b. Appllcable Slgn Ordinance: �
Date:
c. Falsting Site Zoning:
d Required Site Zonin�
I. Plat requiremenr.
ii. Conditional use permit
requiremenr.
KKEo31291
KKE ARCHITECI'S PROJBCT DATA P[LS
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Pro�ect: ShopKo• Fort Collins, CO P-99R �2
Project No. 93-�4-1073-01 February 18, 1993
REQUIRED PROVIDED
iii. Planning Commission
approvai:
lv. City Council approval:
e Filing of plat: �
e.
f. Mlrilmnw lot area: 8.82 Acres
g Minimum to[width: 620'
h. Masimnm floot azea ratio: 1:3•g7
i. Mazlmam IIoor ares coverage: 99,164 SF
j. Bullding reqnirements:
1. Minimum setback, &ont: 60' 418' (West)
G. Minunam setback:
Side: 60' 285' (Souffi)
Side: 60' 64' (North)
iii. Minimum setback, back: 60' 135' (East)
AII measured to center line of
sueeu.
iv. Ma�dmum height/stories:. 2 ° 23' - 4"/1 story
v. Canopy height above
sidewatk: n/a None
vi. Canopy projectlon from
building: n/a
vii. Rooftop mechanica!
equ3pment: allowed Yes
viii. SQeening reqairement for
I[em vii: No Not visible.
KKE�31291
KKE ARCHI'CECfS PROJBCT DATA F7LB
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Project: ShopKo -Fort ColLtu, CO P•99R � 3
Project No. 93-04-1073-�1 Febcuary 18, 1993
REQUIRED PROVIDED
iz. Trash storage: Yes. Note: Recycling Space Compactor containa
z Trash storage screcning: Yes No, because of cnmpactor
�d, Truck dock: Yes Yes, 2 bays
�di. Truc7c dock screening: No No �
�tiii. Pallet storage: Yes. i
ix. Pallet storage screening: No Yes. 8' high masonry �i
x lawn and garden fence: Temporacy i
k Stte Requiremmts: 'i
i. No. of pazldng sralLc: �,
a. Grade: By Civil
b. Garage: n/a n/a
c. Handicapped: By Civil
ii. Setback for pazldng:
a. Frontyard }
b. Sideyard(s) } By Civil
c Backyard: }
d From building: }
iil. Pazking stalts/Dim: } By Civil
lv. Driveway aisle width: }
v. Automobile sracldng space:
n/a n/a
vl. SurCacing of lot: Bituminous
vi1. Club and gutter: Yes
KKE031291
KKE A1tCHITECfS PROJBCT DATA FAS
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Project: ShopKo• Fort CollLu, CO P-99R � 4
Project No. 93-�4-1073-�11 Februuy 18, i993
REQUIRED PR�'IDED �
viii. Drainag,e of lot: Cauh buuu �I
Uc Screening o[pazking: , I�
r. Off-sueet loading: Yes Yes - 2 docics �i
�d. Curb cut/drivewaY I�i
dimensions: } !�
a. Mgle to street: } ��
b. I.ocarion of site Ili
access: } BY � i
c. Sepazatlon of double �i
driveway: } �i
xil. landscape: Yes } ��
�dii. Sta'vs ma�rimum riser/tread I
(extedor): 11' T/7 R
�riv. Site dghting (minimum): Ycs. 1/2 [0 1•1/2 FC
xv. Floodlighting (maximum): Allowed Provide Cor B�ulding Front
xvt. Secudry lighting: Yes
av(i. Aircrah waming 6ghting: n/a n/a
xviii. Emergency vehicle access: Yes Yes
xlx. Directional slgnals: Yes Pes
�oc. Fire hydrant(s): Yes Yes
�. Water pressure: Unimowu
1. Bnsiness Sign(s):
Business:
I. Height: {City Ordinance {Provided by OWner
KKE031291
KKE ARCHII'ECTS P80JBC'f DATA EII8
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Project: Shop%o•Fort CoWns, CO P-99R Page 5
Pro�ec[ No. 93A4-1073-01 February 18, 1993
REQUIRED PROVIDED
u. Area: { { i�
iii. NucNnadon: { { �il
iv. Approved by: { { �,
e Sign band: { { �i
{ City Ordinance { Provided b�Owner I��
Freestanding: I'
i. Heigha { { II'i
il. Area: { { li
iu. Setback(s): ( { I'i
iv. Illuminatlon: { { '�
v. Approved by: { { �
m. Potlutlon Control: n/a
n. Department/Naturai Resources: n/a
o. Emlronmrntat Impact Study: n/a
p. Faaemmts: See Civil Driwings
q. Eiisdng and/or fntute righu of way: See Civll Ihawings
c Varlance(s):
3. BUILDING CODE REQUIREMENTS:
a Appllcable codes and dates:
L Construcdon: UBC '9] }
ri. Plumbing: UPC'91 }Pcovided
iii. Mechanical: UMC '91 }
tv. Electrical: NEC 90 } Provided
KKEo31291
KKE ARCHITECTS PROJECT DATA f71.B
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Pro)ect: ShopKo- Fort Colllns, CO P-99R �6
Project No. 43-�4-1073-01 February 18, 1993
REQUIRED PROVIDED 'i
v. Fire: UFC '91 } ii
vi. Sprinkler: Factoty Mutual & NFPA 13 } �i
e Energy Model Energy Code 1989 i
b. OccuPat►�P BrouP: �',
i. UBC Table No. 5•A: B-2 retail B-2 retail i�
li. Mixed occupancy • Secc '�
503: n/a n/a �
W. Occupancy separatlon • '
Sect. 503: n/a n/a �
iv. Fire rating-Ta6k '
No. 5-B: n/a n/a ',
c. 7'ype of Construction - UBC Table �
No. 17•A: Type VN or better Type VN ,
d. Allowable floor axs- UBC Table 8,000 SF Un(imited- See'e.' below 'i
No. SC: ',
e. Allowable floor am incmases •
USC Sect. 506: .
i. Building height -Table
No. 5-D: 2 stories 1 story & mrmnine.
ii. Separation - Sett. 506: 60' all sides 60'+ all sidcs
iii. Sprinkler-Sect. 5�: -Required Provided
iv. Floor azea- Secc 5�: Unlimited 103,244 GSF
f. Ma�dmum height aad increase -
UBC Sect 507: 2 story/3o' 1 story I
Table S•D: 23'-4" above 6rst 600r
g. Occapant load - UBC Table 33A:
(See a]so Page Il tor calculations) 2,755.59
i. Total Ebc width - Sect.
33o3(b} 55.11' 60.11'
ii, Scpazation o[exits - Secc 1/2 diagonal
33a3<c): of 410' = 205'
iil Distance w eats - SecK.
3303(d): 200� ist e�: i�r
Mezranine: 146'
iv. Corddor width • Sect.
KKE031291
[Q�ARCHITEClS PROJECT DATA FD.B
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Pro)ect: ShopKo • Port Collins, CO P-99R Pa�e 7
Project No. 93-�4-1073-�1 February 18, 1993
REQUIRED PROVIDED
3305(d}: 44" 44" �i
v. Corridor construc8on - �i
Sect. 3305(�: No[ requlred Not provided i
vt. scaircase - secc 33�: ��
a �dth (minimutn): 44" '34" �
b. Riser and Tttread: 7"/11' 7"/11' ��
c. Haridrail(s) (height): Both sides Both sides �i
d. Enc. Construction ',
Sea. 33�9(a) Eaccept. �
1: Not required Sepazatlon onty. �
vii. Atriums - UBC Secc ll15: n/a n/a ��
viH. Roof access: n/a Yes. Interior ships ladder. i�
nc Ele�a[or ADA(Sec. 4.1.3� �� �� �� No. li
s,t,opri� es.) (1�,,,�,�,Q,� 31. i
�p.�,'l' - a vJ�.L " �!� l��0 ,,1�.n�l�eb� �qc�� ��
h. Fire Resisttve Requiremenss:=�o vn 0.ccetC:bU� �+�C '—
IJBC Table 17-A and Sca. 2003(a)
Exceptions 1 ana 3: ,�u �
i. Exterlor bearing wall: none XZ'`concrete Wack'�hrs)
ri. Exterior non•bear�ng v a'
walls: none 13" conaete block(fihrs)
iv. Structural fi-ame:
a Columns: none Steel ,
b. Beams: none Sceel beams wd girders �
v, Permanrnt paztitions: none sceel stud � 5/8'gyp• board
vi. Shaft enclosure: 1 hr. S[eeJ stud & 5/8"gyp. boazd(1
hr.)
vli. Floor construction: none 4' concretc slab on grade. 3'
ooncrete/sted dedc on baz
joists foc meaanine
viii. Roof conswctlon: none Single pty memtmne, ballas[ed
insuladon, moiuure banier,
s[eel deck on bar jolsts. Factary
Mutual requir�ents.
KKE031291
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Pcoject: Shop%o-Port Collins, CO P•99R P'+S�8
ProJect No. 93A4•1073A1 Februuy 18, 1993
REQUIRED PROVIDED
u, Ceilings: none Iayin fibecglass uoustic tile.
z Exterior doors and
frames: none HM doors &fnme, 16 gauge,
aluminum storehont
u Excerior windows: none none
�tii. Smoke barriers: none none
riii. F�dt corridors Sec.
3305(�: Not required Not provided
m. Stair enclosure Sect. 3309
Except 1: Not required Not provided
1. Stractura! Requlrements: ��
i. Allowable wuid pressure: �m F.xp "C Provided
u. Meuanine Storage live ,/
load: 125 Ibs/SF
iu. Mezzanine Storage 5 lbs./SF
[Nscellaneousload:
iv. Me�zanine Office Live
Load: �50 Ibs/SF
v. Meiaanine Office
partition load: ✓25 Ibs/SF
vi Soll bearing pressure: Match soil test As per soil teu
vii. Seismic Zone: 1 c�i Appropriate savcture providefl
viii. Frost depth minimum: 2'-6" v� 2'-6' below gnde
u
a. Roof dead load 27•5 lbs/SF
(ballasted): _
z galn water �� 27.5 Ibs/SF 8' depth, 40 Ibs/SF
accumulatlons: (depth az]ow point of roo�,
�PP� P�ovided
ri. Snow load: 30 lbs/SF �2 30 ]bs/SP and drift or pond ,
j. Fire Protectlon
i Maxlmum allowable Qoor
area: 8,000 SF See Item iii.. below
xxso3iz9i .�.�a .�ic� �(ed �{o�c�