ESD -2300 BUILDING RE-ROOF · esd -2300 building re-roof 2300 ne 65th ave. vancouver, wa 98661...
Transcript of ESD -2300 BUILDING RE-ROOF · esd -2300 building re-roof 2300 ne 65th ave. vancouver, wa 98661...
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: [email protected]
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: [email protected]
STRUCTURAL KRAMER GEHLEN & ASSOCIATES, INC
400 COLUMBIA STREET, SUITE 240
VANCOUVER, WA 98660-3413
PHONE: 360.693.1621
CONTACT: BRYAN GREEN
EMAIL: [email protected]
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
C:\
_Re
vit
Pro
ject
s\1
95
39
0-1
9-2
30
0 B
uild
ing
Re
-Ro
of_
Ce
ntr
al\
19
53
90
-19
-23
00
Bu
ild
ing
Re
-Ro
of_
san
gn
. rvt
2/1
4/2
02
0 9
:47
:41
AM
195390
BID/ PERMIT SET
ES
D -
23
00
BU
ILD
ING
RE
-RO
OF
ED
UC
AT
ION
AL S
ER
VIC
E D
IST
RIC
T 1
12
23
00
NE
65
TH
AV
E.
VA
NC
OU
VE
R, W
A 9
86
61
2/17/2020
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
C:\
_Re
vit
Pro
ject
s\1
95
39
0-1
9-2
30
0 B
uild
ing
Re
-Ro
of_
Ce
ntr
al\
19
53
90
-19
-23
00
Bu
ild
ing
Re
-Ro
of_
san
gn
. rvt
2/1
4/2
02
0 9
:47
:41
AM
195390
BID/ PERMIT SET
ES
D -
23
00
BU
ILD
ING
RE
-RO
OF
ED
UC
AT
ION
AL S
ER
VIC
E D
IST
RIC
T 1
12
23
00
NE
65
TH
AV
E.
VA
NC
OU
VE
R, W
A 9
86
61
2/17/2020
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
C:\
_Re
vit
Pro
ject
s\1
95
39
0-1
9-2
30
0 B
uild
ing
Re
-Ro
of_
Ce
ntr
al\
19
53
90
-19
-23
00
Bu
ild
ing
Re
-Ro
of_
san
gn
. rvt
2/1
4/2
02
0 9
:47
:42
AM
195390
BID/ PERMIT SET
ES
D -
23
00
BU
ILD
ING
RE
-RO
OF
ED
UC
AT
ION
AL S
ER
VIC
E D
IST
RIC
T 1
12
23
00
NE
65
TH
AV
E.
VA
NC
OU
VE
R, W
A 9
86
61
2/17/2020
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
C:\
_Re
vit
Pro
ject
s\1
95
39
0-1
9-2
30
0 B
uild
ing
Re
-Ro
of_
Ce
ntr
al\
19
53
90
-19
-23
00
Bu
ild
ing
Re
-Ro
of_
san
gn
. rvt
2/1
4/2
02
0 9
:47
:43
AM
195390
BID/ PERMIT SET
ES
D -
23
00
BU
ILD
ING
RE
-RO
OF
ED
UC
AT
ION
AL S
ER
VIC
E D
IST
RIC
T 1
12
23
00
NE
65
TH
AV
E.
VA
NC
OU
VE
R, W
A 9
86
61
2/17/2020
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
C:\
Re
vit \
R2
01
9\U
ser
File
s\K
GA
-20
02
6_R
19
_an
dyw
.rvt
2/1
4/2
02
0 2
:51
:22
PM
195390
BID/ PERMIT SET
ES
D -
23
00
BU
ILD
ING
RE
-RO
OF
ED
UC
AT
ION
AL S
ER
VIC
E D
IST
RIC
T 1
12
23
00
NE
65
TH
AV
E.
VA
NC
OU
VE
R, W
A 9
86
61
2/17/2020
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