Attach 3 - Inlow Hall Phase 1 Plans.pdf

10 9 8 7 4 3 2 1

C

D

B

E

6 5

A

F

GW

GW

A

A

GW

E

E EE

SP

SP

SP

SP WH

E

A

A

A

A

A

A

A

A

A

AREA E

(CLAY TILE)

AREA B

(ASPHALT BUR)

AREA A

(SINGLE PLY)

AREA C

(ASPHALT BUR)

RIDGE RIDGE

R

ID

G E

C

(E)P

(E)P

(E)P

(E)P

(E)P(E)P

(E)P

(E)P

(E)P

(E)P

AREA E

(CLAY TILE)

AREA D

(CLAY TILE) AREA D

(CLAY TILE)

AREA F

(CLAY TILE)

AREA F

(CLAY TILE)

P

P

M

M

M M

NEW PLUMBING VENT PIPE

EXISTING PLUMBING VENT PIPE

EXISTING CURBED EXHAUST VENT

EXISTING ATTIC VENT

EXISTING CURBED EXHAUST FAN UNIT

EXISTING ROOF DRAIN

EXISTING ROOF ACCESS HATCH

EXISTING ABANDONED CURB - TO REMAIN

EXISTING STRUCTURAL PIPE SUPPORT

EXISTING WEATHERHEAD PENETRATION

EXISTING ELECTRICAL PENETRATION

EXISTING GUY WIRE PENETRATION

EXISTING ANTENNA

EXISTING CAPPED MASONRY CHIMNEY

NEW MECHANICAL EQUIPMENT CURB - VERIFY LOCATION W/

MECH/ELEC

E

SP

(E)P

GW

A

P

C

WH

M

SCALE: 1/8"=1'-0"

ROOF PLAN - PHASE 11

1. ROOFING WORK IS LIMITED PATCHING AND REPAIRS RELATED TO REMOVAL OF

ABANDONED EQUIPMENT AND INSTALLATION OF NEW EQUIPMENT.

ABANDONED EQUIPMENT SUPPORT STRUCTURE TO BE REMOVED. REF. DETAIL 1/A701a FOR

MEMBRANE PATCHING INFORMATION.

NEW CURBED OPENING FOR EQUIPMENT INSTALLATION INTO ATTIC SPACE - REF. DETAIL 4/A701a

FOR MEMBRANE PATCHING INFORMATION - FINAL SIZE MAY DIFFER FROM SIZE SHOWN.

REF. DETAIL 3/A701 AND PLUMBING (SHEET P113a) FOR ADDITIONAL INFORMATION REGARDING

NEW PLUMBING VENT PIPE LOCATIONS AND DIAMETERS.

EXISTING ANTENNA TOWER GUY WIRE PENETRATION - RELOCATE AS NECESSARY TO ACCOMODATE

INSTALLATION OF NEW EQUIPMENT INSTALLATION OPENING.

ISSUE DATE:

PROJECT NO.:

CHECKED BY:

REVISIONS

Th es e d ra wi ng s a nd th eir co nte nt ar e t he pr op er ty of

SE

RA

A rch ite cts In c.

an d a re to be ut iliz ed on th is pr oje ct.

R ep ro du cti on of an y p ar t o f th is ma ter ial , w ith ou t th e e xp re ss w ritt en pe rm iss ion of S

ER

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Ar ch ite cts

In c.

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1108 SE Grand Avenue Suite 300 Portland, Oregon 97214

06 NOV 2009

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A-104a

ROOF PLAN

Addendum 1

13 NOV 2009

LEAD FLASHING - PRIME AND SET IN

PLASTIC CEMENT

EXIST.ROOF MEMBRANE - CLEAN & PRIME AT TIE-IN AREA

TOP PLY SHEET - SET IN FLASHING CEMENT

REINFORCING SHEET - SET IN FLASHING CEMENT

EXISTING WOOD SHEATHING - CUT AS REQUIRED TO

INSTALL NEW PLUMBING PIPE PENETRATION

4" MIN.

8" M

IN

2" M

IN

PIPE PENETRATION

SEALANT - TOOL TO DRAIN

2-PIECE LEAD PIPE FLASHING

2"

" M

IN

CL

4" MIN.

INFILL INSULATION - THICKNESS AS

REQUIRED TO RESULT IN FLUSH FINISH

W/ TOP OF EXISTING ROOF

OVERLAY BOARD - INSTALL FLUSH WITH

EXISTING - MECHANICALLY FASTEN

NOTE: REMOVE EXISTING CURB OR OTHER ROOF PENETRATION

SINGLE PLY MEMBRANE PATCH (2

LAYERS) - MECHANICALLY ATTACH

AROUND PERIMETER OF CUT EXISTING

MEMBRANE - FULLY ADHERE SECOND

LAYER OVER MECHANICALLY ATTACHED

PATCH - APPLY CONTINUOUS BEAD OF

SEALANT AT SPLICE EDGE

8" TYP.

EXIST. MECHANICALLY ATTACHED SINGLE PLY

MEMBRANE - CLEAN PER MANUFACTURER'S

INSTRUCTIONS AT LOCATION OF NEW

MEMBRANE OVERLAP

EXISTING WOOD SHEATHING

EXISTING ASPHALT BUILT-UP

ROOF MEMBRANE

EXISTING WOOD SHEATHING - CUT AS

REQUIRED TO FIT NEW MECHANICAL CURB

DIMENSIONS

COUNTER FLASHING - SECURE AT 12" O.C. W/ RUBBER-WASHERED FASTENERS

WOOD BLOCKING TO

MATCH INSULATION

THICKNESS

4"

MEMBRANE TERMINATION BAR AND FASTENER SET IN SEALANT

FLASHING SHEET SINGLE PLY MEMBRANE PATCH FULLY ADHERED TO EXISTING

MECHANICALLY ATTACHED SINGLE PLY MEMBRANE - APPLY

CONTINUOUS BEAD OF SEALANT AT EDGE.

EXIST.INSULATION ASSEMBLY

EXIST. MECHANICALLY ATTACHED SINGLE

PLY MEMBRANE - INSTALL ADDITIONAL

MECHANICAL FASTENERS AROUND

PERIMETER OF MEMBRANE CUT - CLEAN

PER MANUFACTURER'S INSTRUCTIONS AT

LOCATION OF NEW MEMBRANE OVERLAP

SEALANT

EXIST. BUILT-UP ROOF MEMBRANE

INFILL INSULATION AND OVERLAY BOARD -

THICKNESS TO MATCH EXISTING -

MECHANICALLY FASTEN

8" TYP.

EXISTING OVERLAY BOARD

INSULATED METAL MECHANICAL UNIT CURB

MECHANICAL UNIT COVER

EXISTING WOOD

SHEATHING - CUT AS

REQUIRED TO FIT

DIMENSIONS OF NEW

OPENING - REF. MECH.

FOR ADDITIONAL

INFORMATION

2" X 8" JOISTS @ 24" O.C.

4"

MEMBRANE TERMINATION BAR AND FASTENER SET IN SEALANT

FLASHING SHEET FULLY ADHERED TO PLYWOOD

SINGLE PLY MEMBRANE PATCH FULLY ADHERED TO EXISTING

MECHANICALLY ATTACHED SINGLE PLY MEMBRANE - APPLY

CONTINUOUS BEAD OF SEALANT AT EDGE.

EXIST.INSULATION ASSEMBLY

SEALANT

EXIST. BUILT-UP ROOF MEMBRANE

INFILL INSULATION AND OVERLAY BOARD -

THICKNESS TO MATCH EXISTING -

MECHANICALLY FASTEN

8" TYP.

EXISTING OVERLAY BOARD

SELF-ADHERING UNDERLAYMENT

STANDING SEAM METAL CURB COVER - ORIENT SEAMS IN THE DIRECTION OF

THE ROOF SLOPE

JOIST HANGER

1/2" PLWOOD SHEATHING -

BOTH SIDES

2" X 4" WOOD NAILER

SEALANT

16"

MIN. 5/8" PLYWOOD

BATT INSULATION

2" X 4" WOOD NAILER

EXIST. MECHANICALLY ATTACHED SINGLE

PLY MEMBRANE - INSTALL ADDITIONAL

MECHANICAL FASTENERS AROUND

PERIMETER OF MEMBRANE CUT - CLEAN

PER MANUFACTURER'S INSTRUCTIONS AT

LOCATION OF NEW MEMBRANE OVERLAP

EXISTING WOOD SHEATHING - CUT AS

REQUIRED TO FIT NEW MECHANICAL CURB

DIMENSIONS

COUNTER FLASHING - SECURE AT 12" O.C. W/ RUBBER-WASHERED FASTENERS

EXIST. BUILT-UP ROOF MEMBRANE - CLEAN AND

PRIME AT TIE-IN AREA

INSULATED METAL MECHANICAL UNIT CURB - REF. MECH. FOR DIMENSIONS

MECHANICAL UNIT COVER

CANT STRIP

REINFORCING SHEET - SET IN PLASTIC

CEMENT

TOP PLY SHEET - SET IN PLASTIC CEMENT

FLASHING SHEET - SET IN PLASTIC CEMENT

4" MIN. 4" MIN. 4" MIN.

SCALE: 3"=1'-0"

SINGLE PLY MEMBRANE PATCH - AREA A1

SCALE: 3"=1'-0"

MECH. UNIT CURB FLASHING - AREA A2

SCALE: 3"=1'-0"

PIPE PENETRATION FLASHING - AREA B3

EXISTING ROOF INFILL ROOF

SCALE: 3"=1'-0"

EQUIPMENT INSTALLATION CURB FLASHING - AREA A4

SCALE: 3"=1'-0"

MECH. UNIT CURB FLASHING - AREAS B & C5

ISSUE DATE:

PROJECT NO.:

CHECKED BY:

REVISIONS

Th es e d ra wi ng s a nd th eir co nte nt ar e t he pr op er ty of

SE

RA

A rch ite cts In c.

an d a re to be ut iliz ed on th is pr oje ct.

R ep ro du cti on of an y p ar t o f th is ma ter ial , w ith ou t th e e xp re ss w ritt en pe rm iss ion of S

ER

A

Ar ch ite cts

In c.

is pr oh ibi ted

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1108 SE Grand Avenue Suite 300 Portland, Oregon 97214

06 NOV 2009

08557

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A-701a

ROOF PLAN

Addendum 1

13 NOV 2009

18 NOV 2009

10 9 8 7 4 3 2 1

C

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B

E

6 5

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241' - 8"

34' - 4" 15' - 8" 32' - 4" 30' - 6" 16' - 0" 30' - 6" 32' - 4" 15' - 8" 34' - 4"

(N) 8"

SHOTCRETE

WALL

(N) 8" SHOTCRETE

WALL

S301

(E) CONCRETE

FOOTING, TYP.

(E) CONCRETE

WALL, TYP.

(E) 4" SLAB ON

GRADE, TYP.

S301

S301

S301

S501

TYP.

S501

TYP.

S501

TYP.

S501

TYP.

S401

S401

CHIP (E)

PILASTER

CHIP (E)

PILASTER

CHIP (E)

PILASTER

UNEXCAVATED AREA,

NO SLAB ON GRADE

UNEXCAVATED AREA,

NO SLAB ON GRADE

NOTES:

1.

INDICATES EXISTING STRUCTURE.

INDICATES EXISTING.

2.

(E)

CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS PRIOR TO

FABRICATION AND ERECTION. NOTIFY ARCHITECT OF ANY SIGNIFICANT

DISCREPANCIES FROM THAT SHOWN ON DRAWINGS.

3.

INDICATES (N) CONCRETE WALL.5.

INDICATES (E) CONCRETE WALL.6.

CONTRACTOR TO SHORE ALL EXISTING FRAMING AS REQUIRED

FOR DEMOLITION AND REFRAMING WORK.

4.

ISSUE DATE:

PROJECT NO.:

CHECKED BY:

REVISIONS

Th es e d ra wi ng s a nd th eir co nte nt ar e t he pr op er ty of

SE

RA

A rch ite cts In c.

an d a re to be ut iliz ed on th is pr oje ct.

R ep ro du cti on of an y p ar t o f th is ma ter ial , w ith ou t th e e xp re ss w ritt en pe rm iss ion of S

ER

A

Ar ch ite cts

In c.

is pr oh ibi ted

SE

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Consulting Engineers

111 SW 5th Avenue Suite 2500

Portland, Oregon 97204 503-227-3251

N 17688

R

D.

12-31-10

OREGON

EXPIRES

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BASEMENT

PLAN-PHASE 1

1/8" = 1'-0"1 BASEMENT PLAN-PHASE 1 N

1 IOC #5 01/25/2010

LOW ROOF

2ND FLOOR

1ST FLOOR

BASEMENT

(E) STEEL BEAM

(E) STEEL BEAM

(E) STEEL BEAM

(E) STEEL BEAM

(E) CONC. WALL

(E) S.O.G.

(E) FOOTING

ADD 8" OF SHOTCRETE

TO REINFORCE

(E) CONC. WALL

PROVIDE #4 HOOKED

EPOXY DOWELS AT 2'-0" o.c.

EACH WAY TO (E) CONC.

WALL WITH 5" EMBED

#5 @ 8" o.c. VERT

AT CL OF WALL

#5@ 12" o.c. HORIZ

AT CL OF WALL

HIGH ROOF

#5 @ 8" o.c. VERT

AT CL OF WALL

(N) 8" CONCRETE

WALL

#5 @ 12" o.c. HORIZ.

AT CL OF WALL

(E) STEEL BEAM

BEYOND

(E) STEEL BEAM

BEYOND

10' - 4" 1' - 8"

17' - 0"

PH

AS

E

PH

AS

E

5' - 0"

S501

S501 PHASE 2

PHASE 1

TOP OF (N) WALL MAY BE

HELD 6" DOWN BELOW

EXISTING JOISTS TO AVOID

(E) CONDUITS.

1ST FLOOR

BASEMENT

(E) CONC. WALL

(E) S.O.G.

(E) FOOTING

ADD 8" OF SHOTCRETE

TO REINFORCE

(E) CONC. WALL

PROVIDE #4 HOOKED

EPOXY DOWELS AT 2'-0" o.c.

EACH WAY TO (E) CONC.WALL

WITH 5" EMBED.

#5 @ 8" o.c. VERT

AT CL OF WALL

#5@ 12" o.c. HORIZ

AT CL OF WALL

11' - 9" 12' - 2" 8' - 5"

4' - 6" 6' - 4" 21' - 6"

REF. 1/S301 FOR

INFORMATION

ABOVE LEVEL 1

3 4

(2) #5x4'-0" TYP.

(2) #5 TYP.

4' - 0"

1'

6"

VERIFY

IN FIELD

(E) CONCRETE WALL

7'

6"

1' - 10"

12" WIDE BY 16"

TALL BLOCKOUT

TOP OF WALL

ALIGNS WITH

BOTTOM OF (E)

JOIST, TYP.

REF. 1/S301 FOR

INFORMATION

ABOVE LEVEL 1

9 8

15' - 8" 2' - 0" 12' - 0"

1ST FLOOR

BASEMENT

(E) CONC. WALL

(E) S.O.G.

(E) FOOTING

ADD 8" OF SHOTCRETE

TO REINFORCE

(E) CONC. WALL

PROVIDE #4 HOOKED

EPOXY DOWELS AT 2'-0" o.c.

EACH WAY TO (E) CONC.WALL

WITH 5" EMBED.

#5 @ 8" o.c. VERT

AT CL OF WALL

#5@ 12" o.c. HORIZ

AT CL OF WALL

4' - 9 1/2" 6' - 4"

21' - 7 1/2"

32' - 9" 7'

6"

(2) #5x4'-0"

TYP.

(2) #5 TYP.

VERIFY IN FIELD

TOP OF WALL

ALIGNS WITH

BOTTOM OF (E)

JOIST, TYP.

1ST FLOOR

BASEMENT

(E) CONC. WALL

(E) S.O.G.

(E) FOOTING

ADD 8" OF SHOTCRETE

TO REINFORCE

(E) CONC. WALL

PROVIDE #4 HOOKED

EPOXY DOWELS AT 2'-0" o.c.

EACH WAY TO (E) CONC.WALL

WITH 5" EMBED.

#5 @ 8" o.c. VERT

AT CL OF WALL

#5@ 12" o.c. HORIZ

AT CL OF WALL

10' - 2 1/2" 12' - 0" 10' - 1 1/2"

32' - 4"

REF. 1/S301 FOR

INFORMATION

ABOVE LEVEL 1

7 8

32' - 4"

VERIFY

IN FIELD

4' - 0"

1'

6"

7'

6"(2) #5x4'-0"

TYP.

(2) #5 TYP.

(E) CONCRETE WALL

22' - 2 1/2" 3' - 4" 6' - 9 1/2"

TOP OF WALL

ALIGNS WITH

BOTTOM OF (E)

JOIST, TYP.

ISSUE DATE:

PROJECT NO.:

CHECKED BY:

REVISIONS

Th es e d ra wi ng s a nd th eir co nte nt ar e t he pr op er ty of

SE

RA

A rch ite cts In c.

an d a re to be ut iliz ed on th is pr oje ct.

R ep ro du cti on of an y p ar t o f th is ma ter ial , w ith ou t th e e xp re ss w ritt en pe rm iss ion of S

ER

A

Ar ch ite cts

In c.

is pr oh ibi ted

SE

R

A

AR

C H

IT

EC

TS

C

O

PY

R

IG

H T

Consulting Engineers

111 SW 5th Avenue Suite 2500

Portland, Oregon 97204 503-227-3251

N 17688

R

D.

12-31-10

OREGON

EXPIRES

KL A E

N B

O V.

G I

ER

E ER D

NE

ST

G I

S T R U P

C T

A TP

991, 9

YS

L

SO EF

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O ne

U ni ve rs ity B ou le va rd

La G ra nd e, O re go n

0-

1/

/2

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A

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S301

06 NOV. 2009

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SHEAR WALL

ELEVATIONS

1/4" = 1'-0"1 CONCRETE SHEAR WALL ELEVATION

1/4" = 1'-0"2 CONCRETE SHEAR WALL ELEVATION

1/4" = 1'-0"3 CONCRETE SHEAR WALL ELEVATION

1/4" = 1'-0"4 CONCRETE SHEAR WALL ELEVATION

1 IOC #5 01/25/2010

1 1