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j j 15. 2003 TUN E62 ' No.3697 P. 1/6
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From: Marcell
Date: ISlul -03
Project Name:
KSpan Golf Car Shad
Project Now
03206
Fax Number
20 8,3562490
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Number of Pyres linduding Cover: 8
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BRIGHAM YOUNG
UNIVERSITY
APPROVED:
KIP HARRIS, ASSISTANT DIRECTOR, DATE
RECRUITMENT;, ADMISSIONS & SCHOLARSHIP
CAMPUS ARCHITECT DATE
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A -101 SITE PLAN
PLAN DISTRIBUTION
p DJRECTOR - CHARLES ANDERSON - (496 -2451) al CAMPUS ARCHITECT - RULON NIELSEN (496 -1138)
CENTRAL SHOPS - WAYNE CLARKE (496 -2456) ❑ CONSTRUCTION - LLOYD BENSON (496 -2460)
[^I'CNA /COORDINATOR - JOHN REED (496 -2435) ❑ CONSTRUCTION - LES MECHAM (496 -2433)
❑ STRUCTURAL - DAVE WOODBURY (496 -2476) ❑ SAFETY OFFICER - TOM LEbLAN (496 -2457)
p'ELECTRICAL - STEVE PRICE (496 -2470) ❑ TELECO,&IMUNICATIONS - PAIL L JEPPSON (496 - 2401)
❑ HVAC - NEAL SHIRLEY (496 -2473) ❑ NETtVORK OPERATIONS - GAYLEN JENSEN (496 -1081)
❑ MECHANICAL /PI,TjMBING - COLEMAN STEEL (496 -2471) ❑ MEDI<A SERVICES - ICELAND DRANEY (496 -2400)
2 /GROT - - DOUG WATSON (496 -2422) ❑ TELEPHONE - JINI GRIFFITH (496 -2406)
❑ TELECOM PATHWAYS - TRAVIS WILLIAMS (496 -2898) ❑ COMPUTER SERVICES - DOUG THOMPSON (496 -2810)
❑ FIRE SAFETY - KYLE WILLIAMS (496 -2481) ❑
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YARD
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TOUR
CART
BUILDING
B RG.
BEARING
CLG.
CEILING
COL.
COLUMN
CONC.
CONCRETE
CUNT.
CONTINUOUS
DET.
DETAIL
DWGS. 1
DRAWINGS
ELEC.
ELECTRIC(AL)
ELEV.
ELEVATION
EXIST.
EXISTING
FIN.
FINISH
FLOOR
-
FLUOR.
FLUORESCENT
SAFETY COMPLIANCE
FT.
FOOT (FEET)
-
GYP. BD. I
GYPSUM WALL BOARD 1
ASBESTOS REMOVAL, REQUIREMENTS:
HOR. I
HORIZONTAL, I
HT.
HEIGHT
1
❑ FLOOR TILE ❑ MASTIC ❑ CEILING TILE
LAM.
LAMINATE
El SPRAY El PIPE WRAP ❑ --
MANU.
MANUFACTURER
MIN.
MINIMUM
BUILDING PERMIT REQUIREMENTS:
O.C.
ON CENTER
O.H.
OVERHEAD
BUILDING ❑ PLUMBING ❑ ELECTRICAL ❑ NOT REQUIRED
PART. BD. I
PARTICLE BOARD
REQ'D
REQUIRED
SPECIAL INSTRUC
REQMTS
REQUIREMENTS
SHLVS. 1
SHELVES
SHT(S) I I
SHEET(
SPECS
SPECIFIC ATIONS
SQ.
SQUARE
STOR.
STORAGE
TYP.
TYPICAL,
VERT.
VERTICAL
W/
WITH
A -101 SITE PLAN
PLAN DISTRIBUTION
p DJRECTOR - CHARLES ANDERSON - (496 -2451) al CAMPUS ARCHITECT - RULON NIELSEN (496 -1138)
CENTRAL SHOPS - WAYNE CLARKE (496 -2456) ❑ CONSTRUCTION - LLOYD BENSON (496 -2460)
[^I'CNA /COORDINATOR - JOHN REED (496 -2435) ❑ CONSTRUCTION - LES MECHAM (496 -2433)
❑ STRUCTURAL - DAVE WOODBURY (496 -2476) ❑ SAFETY OFFICER - TOM LEbLAN (496 -2457)
p'ELECTRICAL - STEVE PRICE (496 -2470) ❑ TELECO,&IMUNICATIONS - PAIL L JEPPSON (496 - 2401)
❑ HVAC - NEAL SHIRLEY (496 -2473) ❑ NETtVORK OPERATIONS - GAYLEN JENSEN (496 -1081)
❑ MECHANICAL /PI,TjMBING - COLEMAN STEEL (496 -2471) ❑ MEDI<A SERVICES - ICELAND DRANEY (496 -2400)
2 /GROT - - DOUG WATSON (496 -2422) ❑ TELEPHONE - JINI GRIFFITH (496 -2406)
❑ TELECOM PATHWAYS - TRAVIS WILLIAMS (496 -2898) ❑ COMPUTER SERVICES - DOUG THOMPSON (496 -2810)
❑ FIRE SAFETY - KYLE WILLIAMS (496 -2481) ❑
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PROVIDE NEW 208V SERVICE TO BUILDING. BUILDING TO HAVE BREAKER BOX,
(2) 208V OUTLETS, I I OV OVERHEAD DOOR OPENER, BUILDING LIDGHT(NG,
* EXTERNAL BUILDING LIGHT ON FRONT Of
DUILDING * AT BACK DOOR W1 ELECTRIC EYE.
NEW ROAD BASE D
EW 5
'X I G'
FW 25
CE BUILDING N C)
C)
STORAGE 15UILDING
LJ C)
1
209
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CONSTRUCTION
MANAGEMENT
BUILDING
HED
Z
15T WEST STORAGE AREA
SCALE: J/32" = PO"
1 1
NOTE: PROVIDE LEVEL PAD (MIN. 4" ROAD BASE).
NEW 25'X I Co'
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11-J-11 /
CV
& SECTION
5EC
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NEW 25'X 1 GI
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@ 15 SFCTION
SCALE: J/8"
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5
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PROVIDE NEW 208V SERVICE TO BUILDING. BUILDING TO HAVE BREAKER BOX,
(2) 208V OUTLETS, `,VIKIHG FOR FUTUP,E 1 1 OV OVERHEAD DOOR OPENER, BUILDING LIGHTING,
* EXTERNAL BUILDING LIGHT ON FRONT OF
BUILDING * AT BACK DOOR W/ ELECTRIC EYE.
ID
NEW 25'X IG'
STORAGE BUILDING
CONSTRUCTION
MANAGEMENT
BUILDING
I
IA
48 X 48
CONCRETE
LANDING
O
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N
Ln
N
O
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FOUNDATION = 15000 L135
LL * DD = 320 LB5 /1-F
SECTION
SCALE: 1/5" = PO"
SECTION
SCALE: 1/5" = l' 0"
1: 12 RAMP
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5T WEST STORAGE AREA A
SCALE: 1/8"
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THE NEW STEEL BUILDING
PROVIDED BY DOME
TECHNOLOGY WEIGHS
APPROXIMATELY 2500 L55.
THE TOTAL UPLIFT FOR THE
BUILDING 15 5000 L55. THE
ENGINEER OF THE
5TRUCTURE RECOMMENDS
8000 L55 OF CONCRETE.
A ( 5ECTION
SCALE: 1 /8" = I' 0"
48 X 48
CONCRETE
LA"
#4 REBAK TOP AN
#4 REBAK VERTIC,
750 LB /LF SOIL
BEARING CAPACITY
8" FOUNDATION WALLS WITH
LEVEL GRAVEL FLOOR
GRAVEL FI LI
FLOOR OF
BUILDING
1:12 Pi
NEW 25'/\/ 1 G'
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1 1 3 4
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5T WEST STORAGE AREA A
SCALE: 1/8"
>� w
T •�
s
THE NEW STEEL BUILDING
PROVIDED BY DOME
TECHNOLOGY WEIGHS
APPROXIMATELY 2500 L55.
THE TOTAL UPLIFT FOR THE
BUILDING 15 5000 L55. THE
ENGINEER OF THE
5TRUCTURE RECOMMENDS
8000 L55 OF CONCRETE.
A ( 5ECTION
SCALE: 1 /8" = I' 0"
48 X 48
CONCRETE
LA"
#4 REBAK TOP AN
#4 REBAK VERTIC,
750 LB /LF SOIL
BEARING CAPACITY
8" FOUNDATION WALLS WITH
LEVEL GRAVEL FLOOR
GRAVEL FI LI
FLOOR OF
BUILDING
1:12 Pi
NEW 25'/\/ 1 G'
n "= = i iit rltKtr
1 1 3 4