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Oregon Architecture, P.C. One Bunker Hill 601 West Fifth Street, Suite 1010 Los Angeles, CA 90071 (213) 403-1000 Fas (213) 403-1001

8

2

1

A-301

A-300

7

6

5

2

4

3

2

1

4' - 0"

A-502

D SLOPE 2 ROOF DRAIN W/ OVERFLOW. COORDINATE LOCATION AWAY FROM MECH. DUCT. 2 A-300

SLOPE

36' - 4"

PAD FOR MECH ROOFTOP UNITS SLOPE

1/4" PER FT. SLOPE

C ROOF DRAIN W/ OVERFLOW

SLOPE ROOF LADDER

7' - 6"

36' - 0"

A-502

SLO PE

PAD FOR MECH ROOFTOP UNITS

1

SLOPE TIE-BACK ANCHOR ROOF BELOW AT SECOND FLOOR LEVEL

ROOF ACCESS HATCH

CORVALLIS, OREGON

SLOPE

SLOPE

GILL ANNEX - PHASE 1 OREGON STATE UNIVERSITY

2 A-300

E OP SL

PAD FOR MECH ROOFTOP UNITS

SLOPE

A-312

B

PVC ROOF WALKWAY 1

A-301

A-301 36' - 4"

1

A

22' - 6"

36' - 0"

5' - 0"

36' - 0"

36' - 0"

36' - 0"

36' - 0"

2

1

A-301

A-300

15' - 0"

DECEMBER 19, 2006 100% CONSTRUCTION DOCUMENTS SET 0036985 Author Checker Approver #

DATE

DESCRIPTION

NOTES:

12/19/2006 8:35:35 PM

C:\Revit_Local\OSU\06-1218_OSU_Gill_Annex_SPARAB.rvt

1. SEE PLUMBING DWGS FOR ROOF DRAIN SPECIFICATIONS. 2. SEE MECHANICAL DWGS FOR MECH. EQUIP. 3. ROOF SLOPE SHALL BE 1/4" PER FT. MIN. U.N.O.

PVC WALKWAY PAD

ROOF PLAN

1

ROOF LEVEL 1/8" = 1'-0"

N

A-103 Copyright HNTB 2006

100% CONSTRUCTION DOCUMENTS SET

TIE-BACK ANCHOR

DECEMBER 19, 2006

1' - 0"4' - 0"

PLATFORM W/ 42" HIGH MTL RAIL (PTD)

4' - 0" 30' - 0"

C O D NS 10 O T 0% C R U U SE ME CT T NT ION S

SLOPE

SLOPE

003_A-103_Roof Plan  
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