BUILDING INFORMATION

APPLICABLE CODE(S):

BUILDING CODE: 2015 INTERNATIONAL BUILDING CODE

CONSTRUCTION TYPE:

SPRINKLERED:

BUILDING STORIES (ABOVE

GRADE):

BUILDING STORIES (BELOW

GRADE):

BUILDING OCCUPANCY:

EXISTING BUILDING AREA:

EXISTING PROPOSED

V-B

YES

1 FLOORS

0 FLOORS

B & S-1

48,000 SF

V-B

YES

1 FLOORS

0 FLOORS

B & S-1

48,000 SF - NO

CHANGE IN AREA

PROJECT SITE

PROJECT TEAMBUILDING ADDRESS 2300 NE 65TH AVE

VANCOUVER, WA 98661

OWNER/LANDLORD EDUCATIONAL SERVICE DISTRICT 112

2500 NE 65TH AVE

VANCOUVER, WA 98661

CONTACT: JEFF STRUNK

PHONE: 360.949.1989

EMAIL: jeff.strunk@esd112.org

ARCHITECT ANKROM MOISAN ARCHITECTS, INC.

38 NORTHWEST DAVIS, SUITE 300

PORTLAND, OR 97209

PHONE: 503.245.7100

FAX: 503.245.7710

CONTACT: LORI KELLOW

PHONE: 503.977.5222

EMAIL: lorik@ankrommoisan.com

STRUCTURAL KRAMER GEHLEN & ASSOCIATES, INC

400 COLUMBIA STREET, SUITE 240

VANCOUVER, WA 98660-3413

PHONE: 360.693.1621

CONTACT: BRYAN GREEN

EMAIL: bryang@kramer-gehlen.com

CONTRACTOR TBD

GENERAL NOTES - CODE INFORMATION1. ALL CONSTRUCTION WORK SHALL BE DONE IN COMPLIANCE WITH THE INTERNATIONAL BUILDING

CODE (IBC) 2015 EDITION AND ALL OTHER STATE AND LOCAL CODE REQUIREMENTS THAT APPLY.

2. PENETRATING ITEMS PASSING ENTIRELY THROUGH BOTH PROTECTIVE MEMBRANES OF BEARING

WALLS ARE REQUIRED TO HAVE A FIRE-RESISTIVE RATING. WALLS REQUIRING PROTECTED OPENINGS

SHOULD BE PROTECTED WITH THROUGH PENETRATION FIRE STOPS PER SECTION 716 OF THE

INTERNATIONAL BUILDING CODE (IBC) 2015 EDITION.

SCOPE OF WORKREMOVE EXISTING ROOFING MATERIAL AND ADD ADDITIONAL 5/8"PLYWOOD ROOF

SHEATHING WITH NEW TPO ROOFING MATERIAL.

BUILDING

2200 NE 65TH AVE

17,325 SF

BUILDING

2300 NE 65TH AVE

48,000 SF

BUILDING

6211 NE CAMPUS DRIVE

52,234 SF

BUILDING

2500 NE 65TH AVE

56,146 SF

BUILDING

2400 NE 65TH AVE

40,304 SF

PROJECT LOCATION

N.E

. 6

5T

H A

VE

NU

E

N.E. CAMPUS DRIVE

GENERAL NOTES CONTRACTOR INFORMATION

1. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION, CONFLICTS

SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE CONSTRUCTION.

2. ALL DIMENSIONS FROM CENTER OF STUDS OR GRID UNLESS OTHERWISE NOTED.

3. THE CONTRACTOR SHALL KEEP THE AREA OF WORK FREE OF GARBAGE AND DEBRIS ON A DAILY BASIS.

4. UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL THOROUGHLY CLEAN THE PREMISES.

5. THE CONTRACTOR SHALL WARRANTEE ALL PARTS, LABOR, EQUIPMENT, AND MATERIALS PROVIDED

UNDER THIS CONTRACT FOR A PERIOD OF ONE (1) YEAR UPON COMPLETION OF CONTRACT.

6. ALL SUBSTITUTIONS SHALL BE SUBMITTED TO AND APPROVED BY THE ARCHITECT PRIOR TO

PROCUREMENT.

7. ANY ADDITIONAL DRAWINGS AND SPECIFICATIONS REQUIRED FOR PERMITS TO BE SUPPLIED BY THE

CONTRACTOR.

8. ALL WORK LISTED, SHOWN, OR IMPLIED ON ANY CONSTRUCTION DOCUMENTS SHALL BE SUPPLIED

AND INSTALLED BY THE GENERAL CONTRACTOR UNLESS NOTED OTHERWISE. THE GENERAL

CONTRACTOR SHALL CLOSELY COORDINATE ALL WORK TO ASSURE ALL SCHEDULES ARE MET AND ALL

WORK IS DONE IN CONFORMANCE TO MANUFACTURER'S REQUIREMENTS. PROJECT NUMBER

© ANKROM MOISAN ARCHITECTS, INC.

38 NORTHWEST DAVIS, SUITE 300

PORTLAND, OR 97209

503.245.7100

1505 5TH AVE, SUITE 300

SEATTLE, WA 98101

206.576.1600

1014 HOWARD STREET

SAN FRANCISCO, CA 94103

415.252.7063

DATE

SHEET NUMBERSHEET NUMBER

CITY OF VANCOUVER APPROVAL

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COVER SHEET

A0.00A0.00

ESD - 2300 BUILDING RE-ROOF

SHEET INDEXA0.00 COVER SHEET

A1.01 DEMOLITION ROOF PLAN

A2.02 ROOF PLAN

A7.01 ROOF DETAILS

S2.02 ROOF FRAMING PLAN

1 VICINITY MAP

1" = 60'-0"2 SITE PLANPROJECT

PROJECT

REVISION DATE REASON FOR ISSUE

DEMOLITION PLAN LEGEND

EXISTING TO REMAIN

DEMOLITION PLAN NOTES1. DEMOLITION CONTRACTOR IS NOT TO REMOVE ANY STRUCTURAL ELEMENTS WITHOUT PRIOR

DIRECTION AND AUTHORIZATION BY A STRUCTURAL ENGINEER. CONDUCT DEMOLITION TO

AVOID DAMAGE TO EXISTING BUILDING SHELL/ STRUCTURE. CEASE OPERATION AND NOTIFY

OWNER IMMEDIATELY IF SHELL/ STRUCTURE APPEARS TO BE IN COMPROMISED.

2. CARE HAS BEEN TAKEN TO FORESEE PERTINENT CONSTRUCTION CONDITIONS. HOWEVER,

FIELD CONDITIONS MAY OCCUR WHICH WILL CAUSE A CONFLICT. IT IS THE RESPONSIBILITY OF

THE GENERAL CONTRACTOR OR THEIR SUBCONTRACTOR TO ALERT THE ARCHITECT OF ANY

DISCREPANCIES OR CONFLICTS PRIOR TO PERFORMING WORK. FAILURE TO DO SO MAY LEAD

TO WORK IN QUESTION BEING REJECTED BY OWNER, TENANT OR ARCHITECT.

3. DISMANTLE AND REMOVE ALL ITEMS NOT INCLUDED OR REUSED AS A PART OF NEW

CONSTRUCTION. COORDINATE SALVAGE OF MATERIALS/ ITEMS WITH OWNER/ TENANT.

4. CARE SHOULD BE MADE IN CAPPING OFF ALL UNUSED ELECTRICAL AND PLUMBING FEEDS.

WHERE POSSIBLE ALL ABANDONED UTILITY FEEDS TO BE REMOVED BACK TO THE SOURCE OF

ORIGINATION. REMOVE UNUSED CONDUITS AS DIRECTED BY OWNER, TENANT OR ARCHITECT.

5. THE PREMISES AND THE JOB SITE SHALL BE MAINTAINED IN A REASONABLY NEAT AND ORDERLY

CONDITION AND LEFT FREE FROM ACCUMULATIONS OF WASTE MATERIALS AND RUBBISH

DURING THE ENTIRE CONSTRUCTION PERIOD. REMOVE CRATES, CARTONS, AND OTHER

FLAMMABLE WASTE MATERIALS OR TRASH FROM THE WORK AREA AT THE END OF EACH

WORKING DAY.

1

A

01-01

C

B

174 6 9 11 16

01-0201-0201-0201-02

01-0201-02

01-02 01-02

01-03 01-03 01-0301-03

01-0301-03

01-03 01-03

151413121087532

PROJECT NUMBER

© ANKROM MOISAN ARCHITECTS, INC.

38 NORTHWEST DAVIS, SUITE 300

PORTLAND, OR 97209

503.245.7100

1505 5TH AVE, SUITE 300

SEATTLE, WA 98101

206.576.1600

1014 HOWARD STREET

SAN FRANCISCO, CA 94103

415.252.7063

DATE

SHEET NUMBERSHEET NUMBER

CITY OF VANCOUVER APPROVAL

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DEMOLITION ROOF

PLAN

A1.01A1.01

PROJECT

KEYNOTE LEGEND01-01 REMOVE EXISTING ROOFING MATERIAL

01-02 REMOVE EXISTING METAL COPING

01-03 REMOVE METAL FLASHING

1/16" = 1'-0"1 DEMOLITION ROOF PLAN

REVISION DATE REASON FOR ISSUE

ROOF PLAN LEGEND

X

EXISTING TO REMAIN

KEYNOTE

1

A

C

B

174 6 9 11 16

EXISTING

+/- 320' - 0"

EXIS

TIN

G

+/-

150

' - 0

"

75'

- 0"

75'

- 0"

20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0"

02-01

2

A7.01__________________________________________________

12

A7.01__________________________________________________

9

A7.01__________________________________________________

02-02

02-03

1

A7.01__________________________________________________

@ SCUPPER

02-0402-05 02-05

02-05

02-05 02-05 02-0502-05

02-05

11

A7.01__________________________________________________

10

A7.01__________________________________________________

02-06

02-07

7

A7.01__________________________________________________

02-08

151413121087532

ROOF PLAN NOTES1. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN, FIELD VERIFICATION

DISCREPENCIES TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO

CONSTRUCTION.

2. PROVIDE 5% ADDITIONAL PLYWOOD SHEATHING ALLOWANCE FOR REMEDIATION OF

EXISTING ROT OR DETERIORATION.

3. INSTALL SHEET METAL PER SMACNA STANDARD DETAILS.

PROJECT NUMBER

© ANKROM MOISAN ARCHITECTS, INC.

38 NORTHWEST DAVIS, SUITE 300

PORTLAND, OR 97209

503.245.7100

1505 5TH AVE, SUITE 300

SEATTLE, WA 98101

206.576.1600

1014 HOWARD STREET

SAN FRANCISCO, CA 94103

415.252.7063

DATE

SHEET NUMBERSHEET NUMBER

CITY OF VANCOUVER APPROVAL

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ROOF PLAN

A2.02A2.02

KEYNOTE LEGEND02-01 NEW TPO ROOFING OVER 5/8" PLYWOOD ROOF SHEATHING

02-02 EXISTING ROOF TOP UNIT

02-03 EXISTING ROOF FAN

02-04 NEW PREFINISHED STANDING SEAM SHEET METAL COPING

02-05 NEW PREFINISHED SHEET METAL COPING

02-06 EXISTING ROOF HATCH

02-07 NEW 24"X24" WALKWAY PADS - PLAN SHOWN APPROXIMATE ONLY.

GENERAL CONTRACTOR TO VERIFY QUANTITY

02-08 EXISTING VENT PIPE

PROJECT1/16" = 1'-0"1 ROOF PLAN

REVISION DATE REASON FOR ISSUE

VERIFY

6"

3

"

1" 45°

HEM

1" 45° BEND

5 1

/2"

1/2" : 12" SLOPE

TOP OF PARAPET

PREFINISHED STANDING SEAM

SHEET METAL COPING

2"

(E) TILT-UP

CONCRETE WALL

COPING TO MEET ANSI - SPRI -ES-1

TESTED ASSEMBLIES

SLOPE

1/2":12"

SHEET METAL CLEAT -

CONTINUOUS

TPO ROOFING

5/8" PLYWOOD ROOF

SHEATHING

(E) PLYWOOD

SHEATHING

(E) BATT INSULATION

TPO - VAPOR RETARDER

(E) WOOD BLOCKING

3"1"

2"

45o BEND

1/2"

2"

1"

1"

45o BEND

1/2"

RIVET FASTENER

(E) HVAC EQUIPMENT

REMOVE & REINSTALL

EXISTING METAL

FLASHING

TPO ROOFING

5/8" PLYWOOD ROOF

SHEATHING

(E) PLYWOOD

SHEATHING

(E) BATT INSULATION

TPO - VAPOR RETARDER

(E) CURB

TPO ROOFING

STRUCTURAL SILICONE

ADHESIVE

STRUCTURAL SILICONE

ADHESIVE

SHEET METAL

COUNTER-FLASHING

5/8" PLYWOOD ROOF

SHEATHING

(E) ROOF HATCH

TPO - VAPOR RETARDER

(E) CURB

(E) PLYWOOD SHEATHING

TPO ROOFING

5/8" PLYWOOD ROOF

SHEATHING

(E) PLYWOOD

SHEATHING

(E) BATT INSULATION

TPO - VAPOR RETARDER

COPING TO MEET ANSI - SPRI -ES-1 TESTED ASSEMBLIES

MIN

1' -

0"

TPO - FOIL TAPE

MIN2"

6"

3" 4"

SHEET METAL

COUNTER-FLASHING

- SEE DETAIL8

A7.01

SAM FLASHING - HT

FLASHING - SHEET METAL

PRFINISHED SHEET METAL

COPING

SHEET METAL CLEAT -

CONTINUOUS

SAM FLASHING - HT

(E) METAL SIDING

(E) WEATHER BARRIER

(E) TILT-UP

CONCRETE WALL

(E) HOT FLUE

SECTIONELEVATION

6"1

1/2"

2"

1"

3"9"

3" 3"

45°

GALVANIZED DRAW BAND

TWO-PIECE GALVANIZED BOOT

TPO - VAPOR RETARDER

TPO ROOFING

5/8" PLYWOOD ROOF

SHEATHING

(E) BATT

INSULATION

TOP OF PARAPET

PREFINISHED STANDING SEAM

SHEET METAL COPING

(E) TILT-UP CONCRETE WALL

COPING TO MEET ANSI - SPRI -ES-1

TESTED ASSEMBLIES

SLOPE

1/2":12"

SHEET METAL CLEAT -

CONTINUOUS

(E) PLYWOOD SHEATHING

(E) BATT INSULATION

TPO - VAPOR RETARDER

(E) WOOD BLOCKING

2"

5/8" PLYWOOD ROOF

SHEATHING

TPO ROOFING

3"

4 1/2" (MIN) 4 1/2" (MIN)

TPO ROOFING

TPO ROOFING

TPO COATED METAL SCUPPER

SLEEVE

SAM FLASHING - HT

CONTINUOUS BEAD OF SEALANT

3 1/

2"

TPO COATED METAL SCUPPER

SLEEVE

REUSE OR NEW SHEET METAL

SCUPPER AND DOWNSPOUT

SAM FLASHING - HT

(E) FLASHING

SEALANTSEALANT

SHEET METAL

COUNTER-FLASHING

(E) FAN

TPO ROOFING

(E) CURB

5/8" PLYWOOD ROOF

SHEATHING

TPO - VAPOR RETARDER

(E) BATT INSULATION

(E) PLYWOOD SHEATHING

PROJECT NUMBER

© ANKROM MOISAN ARCHITECTS, INC.

38 NORTHWEST DAVIS, SUITE 300

PORTLAND, OR 97209

503.245.7100

1505 5TH AVE, SUITE 300

SEATTLE, WA 98101

206.576.1600

1014 HOWARD STREET

SAN FRANCISCO, CA 94103

415.252.7063

DATE

SHEET NUMBERSHEET NUMBER

CITY OF VANCOUVER APPROVAL

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ROOF DETAILS

A7.01A7.01

3" = 1'-0"2 TPO - CONCRETE PARAPET

6" = 1'-0"8 TPO - FLASHING PROFILE

3" = 1'-0"12 TPO - MECH CURB3" = 1'-0"10 TPO - ROOF HATCH

3" = 1'-0"9 TPO - WALL ABOVE

1 1/2" = 1'-0"7 TPO - HOT FLUE

3" = 1'-0"1 TPO - @ EXISTING SCUPPER

3" = 1'-0"11 TPO - FAN CURB

REVISION DATE REASON FOR ISSUE

1

A

C

B

174 6 9 11 16151413121087532

(E) 7/16" PLYWOOD

INSTALL NEW 5/8"

PLYWOOD OVERLAY

TYP ENTIRE ROOF

EXISTING

+/- 320' - 0"

EXIS

TIN

G

+/-

150

' - 0

"

20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0"

75'

- 0"

75'

- 0"

(E)1

0-3/

4 x

37-1

/2 G

L

(E)1

0-3/

4 x

37-1

/2 G

L

(E)1

0-3/

4 x

37-1

/2 G

L

(E)1

0-3/

4 x

37-1

/2 G

L

LONG PANEL

DIMENSION OF NEW

5/8" PLYWOOD TO

RUN EAST-WEST, TYP

(E) 6" CONCRETE

WALL TYP @ BLDG

PERIMETER

(E)1

0-3/

4 x

37-1

/2 G

L

(E)1

0-3/

4 x

37-1

/2 G

L

(E)1

0-3/

4 x

37-1

/2 G

L

(E)1

0-3/

4 x

37-1

/2 G

L

(E)1

0-3/

4 x

37-1

/2 G

L

(E)1

0-3/

4 x

37-1

/2 G

L

(E)1

0-3/

4 x

37-1

/2 G

L

(E)1

0-3/

4 x

37-1

/2 G

L

(E)1

0-3/

4 x

37-1

/2 G

L

(E)1

0-3/

4 x

37-1

/2 G

L

(E)1

0-3/

4 x

37-1

/2 G

L

(E) 14" SQ

CONCRETE

COLUMNS, TYP

+/-

7' -

0"

4x14

4x14

4x14

4x14

4x14

4x14

4x14

4x14

4x14

4x14

4x14

4x14

4x14

4x14

4x14

4x14

4x14

4x14

4x14

4x14

TY

P

+/-

8' -

4"

(E) 4x14

PURLIN, TYP

(E) 2x4 @ 24"oc

JOIST, TYP

TYPICAL JOIST &

PURLIN FRAMING

NEW SIMPSON CMST14 STRAP x 5'-0"

LONG. TYP @ ALL GLULAM BEAMS @

SPLICES. INSTALL OVER NEW 5/8"

PLYWOOD OVERLAY CENTERED ON TOP

OF BEAM. STRAP TO HAVE EQUAL

LENGTH EA SIDE OF SPLICE.

4x14 4x14 4x14 4x14

AT EVERY 3rd 4x14 PURLIN

LINE INSTALL STRAPS

ACROSS GLULAM BEAMS

FOR FULL LENGTH OF BLDG

NEW SIMPSON MSTA 30 OR CS16x2'-6" STRAP ON TOP

OF 4x14 PURLINS CONNECTING THE 4x14s ACROSS

FIRST 3 GLULAM BEAMS.

AT EVERY 3rd 4x14 PURLIN LINE STRAP ACROSS

GLULAM BEAMS FOR THE ENTIRE BUILDING LENGTH.

INSTALL STRAP OVER NEW 5/8" PLYWOOD OVERLAY.

NEW SIMPSON ST2115 STRAP ON TOP

OF (E) 2x4s CONNECTING THE 2x4s

ACROSS 4x14 PURLIN. TYPICAL @ ALL

2x4s PERPENDICULAR TO NORTH AND

SOUTH WALLS ACROSS FIRST 4x14

PURLIN ONLY. INSTALL STRAP OVER

NEW 5/8" PLYWOOD OVERLAY.

4x14

4x14

4x14

4x14

4x14

4x14

TYPICAL JOIST &

PURLIN FRAMING

NOTES:

1. "(E)" INDICATES EXISTING

2. 5/8" PLYWOOD OVERLAY TO BE INSTALLED DIRECTLY ON TOP OF (IN

CONTACT WITH) THE (E) 7/16" PLYWOOD SHEATHING AFTER (E) ROOFING IS

REMOVED. WEIGHT OF NEW 5/8" PLYWOOD SHEATHING PLUS NEW

ROOFING SHALL WEIGH LESS THAN THE (E) ROOFING REMOVED SO

THERE IS NO NET ADDITIONAL DEAD LOAD.

3. STRAPS INDICATED ARE OPTIONAL AS PART OF A POSSIBLE FUTURE

VOLUNTARY SEISMIC UPGRADE.

PLYWOOD SHEATHING CONNECTIONS

1. ALL NAILS SHALL BE COMMON

2. ROOF SHEATHING OVERLAY (5/8" INDEX 40/20)

A. BLOCK ALL EDGES

B. NAILING

AT EDGES OF EACH SHEET & BLOCKING

AT INTERIOR OF SHEETS

AT BOUNDARIES OF ROOF

WOOD STRUCTURAL PANELS

PLYWOOD MATERIAL

A. GRADE C-D

B. MANUFACTURED WITH EXTERIOR GLUE

ACCORDING TO UNITED STATES PRODUCT

STANDARD PS1-09.

C. SHALL BEAR THE AMERICAN PLYWOOD

ASSOCIATION (APA) TRADEMARK.

TYP

10d@6"oc

10d@12"oc

10d@6"oc

HATCHED AREA

10d@4"oc

10d@12"oc

10d@2-1/2"oc

A SSOCIATES

KRAMER

GEHLEN

400 COLUMBIA ST.

503-289-2661

Consulting Engineers

Structural/Civil

SUITE 240VANC. WA.

360-693-1621

98660-3117

PROJECT NUMBER

© ANKROM MOISAN ARCHITECTS, INC.

38 NORTHWEST DAVIS, SUITE 300

PORTLAND, OR 97209

503.245.7100

1505 5TH AVE, SUITE 300

SEATTLE, WA 98101

206.576.1600

1014 HOWARD STREET

SAN FRANCISCO, CA 94103

415.252.7063

DATE

SHEET NUMBERSHEET NUMBER

PROJECT

CITY OF VANCOUVER APPROVAL

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ROOF FRAMING

PLAN

S2.02S2.02

1/16" = 1'-0"S2.02

1 ROOF FRAMING PLAN

REVISION DATE REASON FOR ISSUE

02-13-2020

Exp. 03-04-2022

4