DRAWING SYMBOLS
E
A
R
NORTH ARROW
DETAIL
DETAIL IDENTIFICATION
0.00'
0.00'
Structural Engineer
Contact:
Rich Boyer
Ridge Engineering
15475 NW Pumkin Ridge Rd.
North Plains, OR 97133
Ph. 503.702.9169
M
PARTITION TYPES
(SEE SHEET A1.0)
WINDOW TYPE
(SEE SHEET A2.0)
S
ARCHITECTURAL DRAWINGS INDEX
B
Sheet
Number
F
EXISTING GRADE
2
REVISION
A1.0
A1.1
A1.2
A1.3
A1.4
A2.0
A3.0
A4.0
A4.1
A5.0
A5.1
N
PROPERTY LINE
FENCE
C
XX
COLUMN GRID
G
O
XX
T
1ST FLOOR APARTMENT PLANS
2ND FLOOR APARTMENT PLANS
ROOF PLAN
UNIT PLAN - ACCESSIBLE
UNIT PLAN - ADAPTABLE
EXTERIOR ELEVATIONS
BUILDING SECTIONS
WALL SECTIONS & DETAILS
WINDOW FLASHING DETAILS
DUCTING AND VENTILATION PLAN
RADON MITIGATION PLAN
E1.1 LIMITED ELECTRICAL PLAN
BREAKLINE SYMBOLS
STRUCTURAL DRAWINGS INDEX
WORK, CONTROL
0'-0"
1ST FLR. OR DATUM POINT
H
GYPSUM BOARD
Sheet
Number
Sheet Name
S0.0
S1.0
S2.0
S3.0
S4.0
S5.0
S5.1
STRUCTURAL NOTES
FOUNDATION PLAN
2ND FLOOR FRAMING PLAN
ROOF FRAMING PLAN
STRUCTURAL ELEVATIONS & SHEAR WALL SCHEDULE
STRUCTURAL DETAILS
STRUCTURAL DETAILS
P
U
CONCRETE
EARTH
GRAVEL
V
PLASTER & LATH
D
I
CMU OR BRICK
PLYWOOD
BIDDER DESIGN ELECTRICAL CRITERIA
W
RIGID INSULATION
J
Q
WOOD MEMBER
1.
ELECTRICAL DESIGN CONTRACTOR WILL COORDINATE POWER, SIGNAL AND LIGHTING
DESIGN AND PROVIDE CALCULATIONS IN CONFORMANCE WITH STATE ELECTRICAL
CODE, ENERGY CODE AND BUILDING CODE.
K
2.
ELECTRICAL DESIGN CONTRACTOR WILL REVIEW THE PROGRAM DRAWING
AND WILL MEET WITH THE TENANT TO FINALIZE THE EXACT POWER LOCATIONS
AND REQUIREMENTS FOR EQUIPMENT. DESIGN WILL PROVIDE FOR CODE
REQUIRED AND MAINTENANCE RECEPTACLES. DESIGN WILL INCLUDE
FIRE ALARM SYSTEM IF REQUIRED, COORDINATED AND EXTENDED FROM
BUILDING FIRE ALARM SYSTEM. OUTLETS, PHONE AND DATA JACKS SHOWN
ON ARCHITECTURAL PLANS (IF ANY) ARE MINIMUM REQUIRED AND MAY NOT
INCLUDE ADDITIONAL OUTLETS REQUIRED BY CODE OR FOR MANTENANCE.
WOOD BLOCKING
FINISHED WOOD
ACOUSTICAL TILE
TOTAL SQUARE FOOTAGES
STEEL
3.
ELECTRICAL DESIGN CONTRACTOR WILL COORDINATE HIS WORK WITH THE
ARCHITECT AND WITH THE HVAC AND FIRE SPRINKLER DESIGN/BUILD
4.
ELECTRICAL DESIGN CONTRACTOR WILL MEET WITH THE TENANT TO
DETERMINE AND/OR CONFIRM THE LOCATION OF ALL DATA AND COMMUNICATION
CONNECTIONS REQUIRED AND INCLUDE CONDUIT, BOX AND PULL STRING IN THE
REQUIRED LOCATIONS UNDER THE T.I. CONTRACT.
CODE SUMMARY
ALUMINUM
7,260 SF = LIVING UNITS
536 SF = PATIOS AND DECKS
1,830 SF = EXTERIOR BREEZEWAYS
________________________________
SECTION I - GOVERNING CODES
2009 IBC W/ WA. AMENDMENTS AND
CITY OF VANCOUVER AMMENDMENTS
DEFERRED SUBMITTALS:
1
Sheet Name
C1.0 COVER SHEET
C1.1 CODE ANALYSIS / SITE PLAN
A0.1 BUILDING PLANS/OCCUPANCY AND
EXITING ANALYSIS
GRADE ELEVATION
NEW OR FINISH GRADE
BATT INSULATION
9,189 SF TOTAL
Ph. 360.699.5317
fax. 360.694.7818
SECTION II - GENERAL BUILDING DATA
1. NUMBER OF STORIES:
2
2. FIRE SPRINKLERS
YES 903.3.1.2 NFPA 13R
3. CONSTRUCTION TYPE:
V-B
OCCUPANCY GROUP:
R-2
WOOD ROOF TRUSSES
FIRE SPRINKLER
HVAC
ELECTRICAL
PLUMBING
SEE SHEET A0.1 FOR OCCUPANT LOAD AND EXITING
5.
CONFIRM LIGHTING SWITCHING REQUIREMENTS WITH OWNER
6.
CONSTRUCTION AND AS-BUILT DRAWINGS TO BE PROVIDED ON
ELECTRONIC
MEDIA, AUTOCAD RELEASE 14 OR LATER, TO THE ARCHITECT FOR THE
OWNER'S RECORDS.
ELECTRICAL DESIGN/BUILD CONTRACTOR SHALL BE RESPONSIBLE TO
VERIFY ALL DEVICES, INCLUDING BUT NOT LIMITED TO: STROBES,
ANNUNCIATERS AND EGRESS LIGHTING, REQUIRED BY ALL APPLICABLE
CODES. POWER AND LIGHTING DRAWINGS INCLUDED IN THIS DOCUMENT
ARE
FOR DESIGN PURPOSES ONLY. ANY DEVICE REQUIRED BY CODE OR BY
BUILDING OFFICIAL AND NOT INCLUDED IN ELECTRICAL DESIGN/BUILDERS
BASE BID SHALL BE INSTALLED AT THE ELECTRICAL DESIGN CONTRACTOR'S
EXPENSE.
1
7.
ENERGY INFORMATION FOUND ON SHEET A0.1
PER RCW 64.55 FLASHING DETAILS ARE PROVIDED ON SHEET A4.0, SPECIAL INSPECTIONS AS REQUIRED ARE THE G.C.'S
RESPONSIBILITY. WATER TESTING OF THE WINDOW FLASHING AND WATER BARRIER BY THE G.C. IS REQUIRED UNLESS
A STANDARD PRE-TESTED ASSEMBLY IS USED. G.C. TO PROVIDE A SUBMITTAL OF THE DETAILS THEY ARE TO USE.
TYPE "A" AND "B" UNITS
EACH UNIT SHALL BE PROVIDED WITH ONE OR MORE SHUT-OFF VALVES TO TERMINATE
TYPE A UNITS REQUIRED: (72) 2 BEDROOM UNITS X 5% = (4) 2 BEDROOM UNITS REQUIRED.
TYPE A UNITS REQUIRED:
BUILDING A-1 HAS (2) TYPE A UNITS. BUILDINGS B-1 AND B-4 HAVE (2) TYPE A UNITS IN EACH BUILDING.
TYPE B UNITS ARE REQUIRED IN THE BALANCE OF THE BOTTOM FLOORS OF ALL UNITS.
THERE ARE (18) TYPE B UNITS IN THE "A" BUILDINGS AND (20) TYPE B UNITS IN THE "B" BUILDINGS.
AFFECTING THE DWELLING UNITS.
ALL SHUT-OFF VALVES NEED TO BE ACCESSIBLE TO THE DWELLING UNIT OCCUPANT AT ALL
TIMES AND WITHOUT THE REMOVAL OF ANY PERMANENT CONSTRUCTION.
This document, and the ideas
and designs incorporated, as an
instrument of professional
service is the property of
Western Design Group, Inc.
and is not to be used, in whole
or in part, for any reason without
the written authorization of
Western Design Group, Inc.
1
DATE
ISSUE
01.20.12
PRELIM
02.02.12
PRELIM 2
04.27.12 PROGRESS
05.14.12
PRICING
06.22.12 PC SUBMIT
08.21.12 CTY COMM
10.31.12
SITE REV
12.26.12 DS LOCATE
01.22.13 Construction
01.23.13
venting
6/22/2012
DRAWN BY
CHECKED BY
KK,ED
DH
2. IT IS THE DESIGN/ BUILD CONTRACTOR'S RESPONSIBILITY TO CONFORM TO
ALL APPLICABLE BUILDING CODES AND TO PROVIDE ALL DOCUMENTATION
REQUIRED TO OBTAIN PERMITS FOR WORK UNDER THEIR CONTRACT.
WATER SUPPLY TO COMMON AREAS SHALL BE CAPABLE OF BEING TERMINATED WITHOUT
1
REUSE OF DOCUMENTS
1. ALL MECHANICAL, ELECTRICAL, PLUMBING WORK SHALL BE PROVIDED
UNDER A SEPARATE CONTRACT AND PERMIT.
WATER SUPPLY TO EACH UNIT W/O AFFECTING OTHER DWELLING UNITS IN THE BUILDING.
(40) 1 BEDROOM UNITS X 5% = (2) 1 BEDROOM UNITS REQUIREDBUILDINGS.
SHEET TITLE
COVER SHEET
MECHANICAL, ELECTRICAL, PLUMBING
DESIGN BUILD NOTES
NOTE:
VANCOUVER, WA 98684
H
Western Design Group, Inc
2300 East Third Loop #110
Vancouver, WA 98661
SHEET WHERE DRAWN
DOOR TAG
REFER TO SCHEDULE
A
Architect
Contact:
David Hardister,AIA
NE BURTON RD. & NE 79TH
XX.XX
Burton Park Apartments, LLC
Building
XX
Owner
BURTON PARK APARTMENTS
9. All exit doors shall be provided with a night latch, dead bolt or
security chain, provided such devices are openable from the
inside without the use of a key or tool and mounted at a
height not exceeding 48" above the finish floor.
10. Safety glass installed in all hazardous locations as per IBC.
11. The slope of the fill and cut surfaces should not be less than 2
to 1. All final slope faces should be densified and planted or
seeded with appropriate vegetation in order to minimize the
potential for erosion. No water should be allowed to flow
freely over any slope faces.
12. All rockeries should be constructed in conformance with the
general guidelines provided by the American Rockery
Contractor (ARC).
13. All structural fills should be compacted to 95% of their
laboratory maximum dry density as determined by ATSM
D-1557 (Modified Proctor).
14. The contractor is responsible to check the plans and is to
notify the designer of any errors or omissions prior to the start
of construction.
14. Written dimensions have precedence over scaled dimensions
15. Provide insulation baffles at eave vents between rafters.
16. All smoke detectors shall be powered by 110v current,
connected to the house electrical system, interconnect with
each one so that if any one trips they will all sound. They
shall also have a battery backup and be located in each
bedroom and on each floor level.
17. Porch rails shall have intermediate rails spaced such that a
sphere 4" in dia. cannot pass through.
18. Provide grounding electrode at electrical service consisting of
a minimum 20' length of 1/2" dia. steel reinforcement of
footings. Electrode shall extend 12" min. above the plate line.
19. The maximum amount of water used by new plumbing fixtures:
Toilets:
1.6 gallons/flush
Shower heads: 2.5 gallons/minute
20. In the event of a conflict between pertinent codes and
regulations and referenced standards of thesespecifications,
the more stringent of provisions shall govern.
21. Structural specifications and drawings for this work have been
prepared in accordance with generally accepted engineering
practice to meet minimum requirements of the latest edition
of the International Building Code w/ WA and City of
Vancouver ammendments.
22. Specifications and drawings indicate finished structure. Builder
shall be responsible for construction methods, procedures,
and conditions (including safety) except as specifically
indicated otherwise in the contract documents.
23. Construction loads shall not overload structure nor shall they
be in excess of design loadings indicated on drawings.
Builder shall rigidly adhere to all laws, codes, and ordinances
which apply to this work. He shall notify and receive
clarification from owner in writing of any variations between
contract documents and governing regulations.
24. All manufactured materials, components, fasteners,
assemblies, etc., shall be handled and installed in
accordance with manufacturer's instructions and provisions of
applicable ICC research recommendations, where specific
manufactured products are called for, generic equals which
meet applicable standards and specifications may be used.
L
x
1. Ventilation:
A. Attic Ventilation:
Shall have a minimum net free area of 1/150 of the attic
area or 1/300 net area if one half the area is soffit vent and
one half is 3 ft. above plate line. Note: with enclosed rafter
spaces fIow-thru venting is required with 1" of air space
between insulation and roof sheathing. Also 1" air space @
soffit vents above insulation.
B. Crawl Space Ventilation:
Shall have a minimum net area of 1 square foot for each
150 square feet of crawlspace area. 1 vent required within
3 feet of each corner. Contractor is responsible for
providing adequate venting, whether or not vents are
shown.
2. Windows:
Egress windows in sleeping area shall not be more than
44" from finished floor to sill and shall have an opening with
minimum dimensions 20" wide 24" high with a minimum
area of 5.7 square feet. All glass over 18" wide and within
18" of the floor shall comply with impact loads. Sliding glass
doors shall be safety glazed with laminated air tempered
glass.
3. Stairways:
All stairways shall have a maximum tread rise of 7 " and a
minimum tread run of 11". The greatest Riser Height and
Tread Depth within any flight of stairs shall not excede the
smallest by more than 3/8". Handrails to be 34" MIN - 38"
MAX. Minimum headroom to be 6'-8" measured from
nosing.
4. Vapor Barrier:
A ground cover of 6 mil (.006") polyethylene or equivalent
lapped one foot at each joint and extended up the
foundation wall to at least the outside ground line, is
required. See radon mitigation sheet A
5. Showers:
Showers shall be either one-piece fiberglass stall unites or
ceramic tile wall to 6ft. above floor minimum and shall be
provided with a water resistant backing. All shower doors
shall be tempered or laminated safety glass or shatter
resistant plastic.
6. Fireplaces: (Site built and zero clearance)
Fireplaces shall be provided with:
A. Tightly fitting flue dampers, operated with a readily
accessible manual or approved automatic control.
B. An outside source of combustion air. Minimum duct size to
be six (6) square inches with readily operable damper
(outlet must be inside front of firebox). Note: All metal zero
clearance fireplaces shall bear label of nationally
recognized testing lab on all pieces of assembly. To be
installed in accordance with label requirements and per
manufacturers instructions.
C. Terminate all chimney and flues a minimum of 2ft. above the
highest point of the building within 10ft. of the flue.
7. When Gypsum wallboard is used as a base for tile in tub and
shower and water closet areas water-resistant Gypsum
backboard shall be used.
8. Smoke detectors shall receive their primary power from the
building wiring.
PROJECT TEAM
BURTON PARK APARTMENTS - 2 STORY
GENERAL NOTES
ABBREVIATIONS
N
1
VICINITY MAP
3. THE OWNER AND ARCHITECT ARE NOT RESPONSIBLE FOR ADDITIONAL
COSTS INCURRED DUE TO DESIGN/BUILD CONTRACTOR'S ERROR AND
OMISSIONS.
CONSTRUCTION DRAWINGS
C1.0
TYPE A UNIT
TYPE A UNIT
BUILDING B2
3 STORY
BLDG. A1
7,380 SF
BUILDING B6
3 STORY
ASSUMED PROPERTY LINE
BUILDING B1
3 STORY
BUILDING A2
7,380 SF
ASSUMED PROPERTY LINE
BLDG. C
1 STORY
VANCOUVER, WA 98684
TYPE A UNIT
NE BURTON RD. & NE 79TH
BUILDING B4
3 STORY
Building A-1
TYPE A UNIT
BUILDING B5
3 STORY
BURTON PARK APARTMENTS
BUILDING B3
3 STORY
SHEET TITLE
CODE ANALYSIS /
SITE PLAN
BUILDING A3
7,380 SF
REUSE OF DOCUMENTS
ASSUMED PROPERTY LINE
TYPE A UNIT
PROPOSED
DETENTION
POND
TYPE A UNIT
This document, and the ideas
and designs incorporated, as an
instrument of professional
service is the property of
Western Design Group, Inc.
and is not to be used, in whole
or in part, for any reason without
the written authorization of
Western Design Group, Inc.
BUILDING A4
7,380 SF
BUILDING A5
7,380 SF
DATE
ISSUE
01.20.12
PRELIM
02.02.12
PRELIM 2
04.27.12 PROGRESS
05.14.12
PRICING
06.22.12 PC SUBMIT
08.21.12 CTY COMM
10.31.12
SITE REV
12.26.12 DS LOCATE
01.22.13 Construction
01.23.13
venting
3
6/22/2012
DRAWN BY
CHECKED BY
KK,ED
DH
UNIT 1-B
ADAPTABLE
UNIT 2B
5040HS
5040HS
UNIT 2A
5040HS
5040HS
5040HS
3068
Deck
3068
3068
Deck
3068
Deck
3068
3068
3068
Deck
Closet
6068SGD
6068SGD
Living
Rm
5040HS
DN
Master Bedroom
2668
3068
3068
ENTRY
FOYER
2668
Linen
3068
3068
Coats
5040HS
Master Bedroom
5040HS
Closet
UP
26
68
68
ELEC
FIREPLACE
BELOW SHELF
Bedroom
Master Bedroom
DN
26
Living
Rm
Closet
3068
3068
Closet
Coats
Closet
Bedroom
34" HT.
SNACK BAR
Living
Rm
6068SGD
ELECTRIC
FIREPLACE
BELOW SHELF
Living
Rm
Bedroom
6068SGD
Bedroom
Living
6068SGD
6068SGD
Closet
3068
3068
Deck
3068
3068
5040HS
UNIT 1C
ACCESSIBLE
5040HS
Deck
Deck
Deck
5040HS
3068
UNIT 1D
ACCESSIBLE
1
Closet
3068
3068
5040HS
5040HS
UNIT 2C
5040HS
UNIT 2-D
2
1
VANCOUVER, WA 98684
2668
3068
5068
5040HS
ENTRY
FOYER
Coats
Closet
Master Bathroom
NE BURTON RD. & NE 79TH
LINEN
26
68
3068
3068
2668
3068
3068
Coats
Kitchen
5068
Closet
2668
2668
ENTRY
FOYER
Bathroom 2
Building A-1
Linen
D
Laundry
Kitchen
D
Bathroom
5068
2668
3068
Master Bathroom
Kitchen
W
Master Bathroom
68
Bathroom
W
2668
Laundry
Kitchen
W
Laundry
D
Kitchen
26
D
Bathroom 2
3068
W
Laundry
2668
W
Kitchen
Laundry
D
2668
D
34" HT.
D
LINEN
W
3068
34" HT.
W
Laundry
Bathroom
Bathroom
Master Bathroom
5068
Laundry
D
Kitchen
Bathroom
5068
Laundry
Closet
3068
3068
Kitchen
3068
5068
3068
5068
W
3068
Linen
3068
Linen
Bathroom
34" HT.
SNACK BAR
5068
3068
5068
BURTON PARK APARTMENTS
LINEN
3068
2668
2668
3068
68
26
68
26
Closet
3068
2668
3068
2668
Coats
3068
2668
Coats
Closet
3068
ENTRY
FOYER
ELECTRIC
FIREPLACE
BELOW SHELF
Coats
Closet
3068
6068SGD
Closet
5068
LINEN
5040HS
26
68
5040HS
Master Bedroom
Closet
Coats
Living
Rm
Bedroom
ELEC
FIREPLACE
BELOW SHELF
Living
26
68
Bedroom
Living
Rm
Bedroom
Bedroom
6068SGD
Closet
5040HS
Deck
5040HS
5040HS
UNIT 1A
ADAPTABLE
SHEET TITLE
BUILDING PLANS/
OCCUPANCY AND
EXITING ANALYSIS
ENERGY NOTES
REUSE OF DOCUMENTS
This document, and the ideas
and designs incorporated, as an
instrument of professional
service is the property of
Western Design Group, Inc.
and is not to be used, in whole
or in part, for any reason without
the written authorization of
Western Design Group, Inc.
1
DATE
ISSUE
01.20.12
PRELIM
02.02.12
PRELIM 2
04.27.12 PROGRESS
05.14.12
PRICING
06.22.12 PC SUBMIT
08.21.12 CTY COMM
10.31.12
SITE REV
12.26.12 DS LOCATE
01.22.13 Construction
01.23.13
venting
DRAWN BY
CHECKED BY
A0.1
KK,ED
DH
76'-1"
1
25'-3"
11'-2"
LEGEND:
3'-2"
INDICATES WALLS THAT REQUIRE
A DRAFTSTOP ABOVE FROM TOP
OF WALL TO BOTTOM OF FLOOR
OR ROOF DECK ABOVE.
DRAFTSTOP CAN BE 1/2" GYP. BD.
OR 3/8" STRUCTURAL PANEL OR
3/8" PARTICLE BOARD OR 1"
NOMINAL WOOD
25'-6"
1
14'-1"
8'-0"
11'-2"
2x6 WOOD STUD
@ 16" O.C.
A2.0
A3.0
7'-0 1/2"
1
36'-8"
14'-2"
12'-10 7/8"
12'-7 1/8"
0'-3 1/2"
2
11'-2"
12'-5 1/4"
5/8" GYPSUM BOARD
17'-11"
R-21 BATT INSULATION
UNIT 1-B
ADAPTABLE
5'-8 1/4"
UNIT 1A
ADAPTABLE
DS
5040HS
CEMENT BOARD SIDING
DS
5040HS
WALL TYPE '1'
16R @6 7/8"
15T@11"
Deck
3'-2"
UP
DS
5040HS
BUILDING WRAP
3068
3068
- 2x6 EXTERIOR
- LOAD BEARING
Deck
3068
3068
4'-0"
6'-0"
DS
1/2" STRUCTURAL SHEATHING
Closet
4'-0"
WALL TYPE '1A' - SAME AS WALL TYPE '1' EXCEPT:
- UL-U356 1 HR RATED W/ 5/8" TYPE 'X' GYP. BD.
- STC50
6068SGD
6068SGD
1 1/4"
2x4 WOOD STUD
@ 16" O.C.
68
Master Bathroom
Kitchen
5'-9"
D
Bathroom
2
3'-6"
4'-8 3/8"
4'-0"
Living
Rm
Bedroom
3068
26
68
- 2x4 INTERIOR
- NON LOAD BEARING
2'-3 3/4"
2'-9"
3'-2 1/2"
3'-5 3/4"
1/2" GYPSUM BOARD
Master Bedroom
ELEC
FIREPLACE
BELOW SHELF
4'-9"
3068
4'-0"
5'-8 1/4"
8'-0"
7'-0 1/2"
11'-2"
6'-3 3/4"
14'-1"
5 1/2"
12'-10 7/8"
76'-1"
6'-0"
12.26.12 DS LOCATE
01.22.13 Construction
01.23.13
venting
3'-2"
2x6 WOOD STUD
@ 16" O.C.
1/2" GYPSUM BOARD
DRAWN BY
CHECKED BY
11'-2"
11'-2"
36'-8"
14'-2"
1
DATE
ISSUE
01.20.12
PRELIM
02.02.12
PRELIM 2
04.27.12 PROGRESS
05.14.12
PRICING
06.22.12 PC SUBMIT
08.21.12 CTY COMM
10.31.12
SITE REV
DS
17'-11"
25'-6"
A2.0
1
12'-5 1/4"
12'-7 1/8"
1
7'-0 1/2"
25'-3"
Deck
UNIT 1D
ADAPTABLE
0'-3 3/4"
- 2x4 EXTERIOR
- NON LOAD BEARING
WALL TYPE '4A' - SAME AS WALL TYPE '4' EXCEPT:
- WALL TO USE 2x6 WOOD STUDS @ 16" O.C.
5040HS
UP
UNIT 1C
ACCESSIBLE
3'-2"
5040HS
DS
CEMENT BOARD SIDING
WALL TYPE '4'
3068
16R @6 7/8"
15T@11"
DS
BUILDING WRAP
Living
Rm
Bedroom
Closet
5040HS
R-11 BATT INSULATION (OPTIONAL)
1/2" STRUCTURAL SHEATHING
6068SGD
DS
12'-7"
WH
3'-6"
3068
This document, and the ideas
and designs incorporated, as an
instrument of professional
service is the property of
Western Design Group, Inc.
and is not to be used, in whole
or in part, for any reason without
the written authorization of
Western Design Group, Inc.
2x4 WOOD STUD
@ 16" O.C.
WATER HEATER
ACCESS PANEL
4'-0"
Deck
REUSE OF DOCUMENTS
3 1/2"
68
6068SGD
3068
WALL TYPE '3'
5'-2"
Closet
2668
Coats
GROUND FLOOR PLAN
5'-0 13/16"
5040HS
30
2'-3 3/4"1'-1 1/4"
3068
4'-2 3/4"
3068
2'-4 3/4" 1'-11 3/8"
Fire Sprinkler
Room
Master Bathroom
3'-10 13/16"
3068
2'-1 1/2"
ELEC
FIREPLACE
BELOW SHELF
SHEET TITLE
6'-6"
6'-6"
6'-6 3/4"
34" HT.
SNACK BAR
Closet
3'-4"
16'-11"
12'-2 5/8"
5040HS
WATER HEATER
ACCESS PANEL
4'-9"
3068
3068
13'-7 5/16"
3'-5 3/4"
3068
2'-5"
WH
5068
34" HT.
SNACK BAR
6'-1 7/8"
2'-0 1/2"
12'-7"
Linen
5068
4'-8 1/4"
3'-9"
2'-9 1/2" 1'-11 1/2"
2668
LINEN
3'-3 5/8"
Closet
3'-7 3/8"
DW
Coats
Bathroom
6'-5 9/16"
ENTRY
FOYER
Kitchen
8'-10 1/2"
Laundry
Breezeway
Kitchen
2'-2"
2668
D
34" HT.
REF
2'-0"
2x4 WOOD STUD
@ 16" O.C.
5'-9"
W
2668
D
3 1/2"
1/2" GYPSUM BOARD
34" HT.
4'-0"
Bathroom
7'-0 21/32"
7'-5 3/4"
11'-3 3/8"
3068
5'-0"
6068
DW
W
Laundry
A2.0
1'-6"
GFCI
4'-3 13/16"
3
59'-0"
W
VANCOUVER, WA 98684
5'-2"
Closet
3068
12'-7"
Laundry
DW
A3.0
- UL305 1 HR RATED WALL
- GA FILE NO. WP 3370
- TO ACHIEVE STC50 AN EXTRA LAYER OF 5/8" GYP. BD.
WAS ADDED TO EACH SIDE OF THE WALL (SOUND
TEST USG-710120)
- ALL JOINTS STAGGERED AND TAPED. PROVIDE
ACCOUSTICAL SEALANT AROUND PERIMETER.
- OPTIONAL 2x4 STUDS @ 24" O.C. W/ QUIETROCK 525
ONE SIDE AND 5/8" TYPE 'X' ON OTHER SIDE. FOLLOW
MANUFACTURERS INSTALLATION REQUIREMENTS.
NE BURTON RD. & NE 79TH
- 2x4 INTERIOR
- LOAD BEARING
Building A-1
3068
34" HT.
SNACK BAR
DW
6068
WALL TYPE '2'
Linen
Kitchen
Laundry
D
3'-6"
BURTON PARK APARTMENTS
2668
3068
ENTRY
FOYER
REF
W
4
A2.0
3 1/2"
3068
34" HT.
SNACK BAR
3'-9"
2668
3068
5068
Bathroom
3 1/2"
8
2668
Coats
6
26
LINEN
Coats
WATER HEATER
ACCESS PANEL
3068
Closet
Closet
2668
WH
R-11 BATT INSULATION (SOUND)
1" AIR SPACE
1'-11 1/2" 2'-9 1/2"
5068
12'-7"
30
5040HS
Master Bedroom
WH
WATER HEATER
ACCESS PANEL
5/8" TYPE 'X' GYPSUM BOARD
(2) LAYERS EACH SIDE
6'-6"
ELEC
FIREPLACE
BELOW SHELF
ELEC
FIREPLACE
BELOW SHELF
1 1/4"
8"
Living
Rm
5040HS
Bedroom
16'-11"
Living
Rm
1 1/2" DIAMETER
HANDRAIL @ +34" AFF
AT EACH SIDE
OF STAIR,
TYP.
Bedroom
WALL TYPE '5'
- 2x6 INTERIOR
- LOAD BEARING
A1.0
KK,ED
DH
76'-1"
25'-3"
A3.0
7'-0 1/2"
12'-7 1/8"
2
6'-3 3/4"
12'-5 1/4"
17'-11"
UNIT 2B
5040HS
BUILDING WRAP
CEMENT BOARD SIDING
3'-2"
2'-0 3/4"
Deck
2x6 WOOD STUD
@ 16" O.C.
1/2" STRUCTURAL SHEATHING
1 1/2" DIAMETER
HANDRAIL @ +34" AFF
AT EACH SIDE
OF STAIR, TYP.
5040HS
5 1/2"
11'-2"
5040HS
3068
Deck
3068
WALL TYPE '6'
3068
6068SGD
Bedroom
3/4" LIGHTWEIGHT
CONCRETE
3/4" T&G PLYWOOD
11 7/8" TGI WOOD JOIST
@ 16" O.C.
6'-6"
ELEC
FIREPLACE
BELOW SHELF
Master Bedroom
34" HT.
SNACK BAR
3068
FLOOR ASSEMBLY
Coats
- WIJ-1.2 ONE HOUR CEILING ASSEMBLY
- ASTM E 119/NFPA251 REPORT NO. WH1-694-0159
- STC60 IIC50 W/ CUSHIONED VINYL
- STC60 IIC65 W/ CARPET & PAD
3068
5'-2"
2668
ENTRY
FOYER
34" HT.
SNACK BAR
3'-9"
2668
3068
68
2668
3068
5/8" TYPE 'X' GYP. BD.
26
LINEN
Coats
WATER HEATER
ACCESS PANEL
3068
Closet
Closet
RESILIANT CHANNELS
2668
1'-11 1/2" 2'-9 1/2"
WH
12'-7"
5040HS
5040HS
DN
WH
5068
1 1/2" MINERAL WOOL
INSULATION BATTS
68
ELEC
FIREPLACE
BELOW SHELF
- 2x6 EXTERIOR
Living
Rm
30
Bedroom
Closet
4'-0"
6068SGD
16'-11"
Living
Rm
4'-0"
6'-0"
16R @6 7/8"
15T@11"
3068
Closet
5068
12'-7"
Kitchen
6068
Laundry
Laundry
D
3'-6"
D
W
W
D
Bathroom
Master Bathroom
Kitchen
5'-9"
4
A2.0
3068
W
REF
Bathroom
Linen
3
A2.0
DW
59'-0"
GFCI
2
Bedroom
Living
Rm
6'-0"
6068SGD
Deck
26
68
REUSE OF DOCUMENTS
2'-3 3/4"
WATER HEATER
ACCESS PANEL
Master Bedroom
4'-9"
12'-7"
WH
ELEC
FIREPLACE
BELOW SHELF
3'-5 3/4"
This document, and the ideas
and designs incorporated, as an
instrument of professional
service is the property of
Western Design Group, Inc.
and is not to be used, in whole
or in part, for any reason without
the written authorization of
Western Design Group, Inc.
2'-9"
5040HS
Coats
5'-2"
Closet
2668
4'-2 3/4"
2'-4 3/4" 1'-11 3/8"
5'-0 13/16"
3068
3068
30
68
3'-2 1/2"
3068
Living
Rm
Bedroom
3'-6"
6068SGD
4'-0"
1 1/2" DIAMETER
HANDRAIL @ +34" AFF
AT EACH SIDE
OF STAIR, TYP.
3068
2'-0 3/4"
2668
2'-1 1/2"
4'-0"
ELEC
FIREPLACE
BELOW SHELF
4'-0"
Fire Sprinkler
Room
3'-10 13/16"
6'-6"
4'-8 3/8"
34" HT.
SNACK BAR
Closet
3'-4"
16'-11"
6'-6"
6'-6 3/4"
3068
3068
16R @6 7/8"
15T@11"
12'-2 5/8"
5040HS
WATER HEATER
ACCESS PANEL
4'-9"
3'-5 3/4"
WH
5068
4'-8 1/4"
3'-9"
Closet
2'-9 1/2" 1'-11 1/2"
2668
LINEN
Coats
34" HT.
SNACK BAR
ENTRY
FOYER
13'-7 5/16"
SHEET TITLE
SECOND FLOOR
PLAN
Master Bathroom
2'-3 3/4"1'-1 1/4"
Linen
6'-1 7/8"
8'-10 1/2"
3'-7 3/8"
2'-0 1/2"
6'-5 9/16"
5068
2668
Kitchen
Bathroom
12'-7"
7'-0 21/32"
6068
11'-3 3/8"
REF
D
Laundry
Breezeway
Kitchen
5'-9"
DW
W
Laundry
Bathroom
1'-6"
GFCI
3'-6"
3068
A3.0
1
4'-0"
Closet
3068
DATE
ISSUE
01.20.12
PRELIM
02.02.12
PRELIM 2
04.27.12 PROGRESS
05.14.12
PRICING
06.22.12 PC SUBMIT
08.21.12 CTY COMM
10.31.12
SITE REV
12.26.12 DS LOCATE
01.22.13 Construction
01.23.13
venting
3068
3068
VANCOUVER, WA 98684
UNIT 2A
12'-10 7/8"
NE BURTON RD. & NE 79TH
7'-0 1/2"
11'-2"
A2.0
Building A-1
8'-0"
25'-6"
1
14'-1"
1
BURTON PARK APARTMENTS
11'-2"
3'-2"
36'-8"
14'-2"
Deck
5040HS
UNIT 2C
3'-2"
5040HS
5040HS
6'-3 3/4"
3'-2"
8'-0"
7'-0 1/2"
11'-2"
14'-1"
LEGEND:
INDICATES WALLS THAT REQUIRE
A DRAFTSTOP ABOVE FROM TOP
OF WALL TO BOTTOM OF FLOOR
OR ROOF DECK ABOVE.
DRAFTSTOP CAN BE 1/2" GYP. BD.
OR 3/8" STRUCTURAL PANEL OR
3/8" PARTICLE BOARD OR 1"
NOMINAL WOOD
17'-11"
12'-10 7/8"
11'-2"
11'-2"
DRAWN BY
CHECKED BY
36'-8"
14'-2"
76'-1"
1
12'-5 1/4"
25'-6"
A2.0
25'-3"
UNIT 2D
12'-7 1/8"
1
7'-0 1/2"
1
NOTE:
REFER TO SHEET A1.0 FOR BALANCE
OF SIMILAR INFORMATION
A1.1
KK,ED
DH
7
6
A1.3
8
5
6:12
SLOPE
RIDGE
6:12
SLOPE
SHEET METAL GUTTER
(TYPICAL)
6:12
SLOPE
DOWNSPOUT
(TYPICAL)
6:12
SLOPE
EY
BURTON PARK APARTMENTS
4:12
SLOPE
4817 SQ. FT. / 300 = 16 SQ. FT.
8 SQ. FT. @ EAVE REQUIRED
8 SQ. FT. @ RIDGE REQUIRED
ROOF VENT
(TYPICAL)
RIDGE
REQUIRED VENTING:
- USE ROOF VENTS @ RIDGE. 1 SQ. FT. EACH EQUALLY SPACED
4:12
SLOPE
- PROVIDE 1" DIAMETER HOLE W/ BIRD SCREEN IN BLOCKING @ EACH
TRUSS BAY.
VANCOUVER, WA 98684
VA
EY
VA
LL
LL
LL
EY
EY
LL
VA
VA
ROOF VENT CALCULATIONS:
- 1/300TH OF AREA REQUIRED
- 1/600TH AT EAVE
- 1/600TH AT RIDGE
NE BURTON RD. & NE 79TH
Y
LE
ROOF NOTES:
- ENGINEERED ROOF TRUSSES @ 24" O.C.
- 15/32" EXPOSURE 1-APA RATED PLYWOOD OR OSB SHEATHING
- 30# BUILDING PAPER
- COMPOSITION SHINGLES
- 8" CEMENT BOARD FASCIA
- GUTTERS & DOWNSPOUTS
Building A-1
EY
L
VA
RIDGE
6:12
SLOPE
VA
LL
6:12
SLOPE
RIDGE
DOWNSPOUT
(TYPICAL)
SHEET TITLE
ROOF PLAN
LE
Y
Y
LE
VA
L
This document, and the ideas
and designs incorporated, as an
instrument of professional
service is the property of
Western Design Group, Inc.
and is not to be used, in whole
or in part, for any reason without
the written authorization of
Western Design Group, Inc.
Y
VA
E
LL
LL
VA
EY
RIDGE
RIDGE
EY
VA
L
EY
6:12
SLOPE
RIDGE
6:12
SLOPE
DOWNSPOUT
(TYPICAL)
LL
LL
6:12
SLOPE
VA
VA
6:12
SLOPE
REUSE OF DOCUMENTS
6:12
SLOPE
DOWNSPOUT
(TYPICAL)
6:12
SLOPE
SHEET METAL GUTTER
(TYPICAL)
1
1
DATE
ISSUE
01.20.12
PRELIM
02.02.12
PRELIM 2
04.27.12 PROGRESS
05.14.12
PRICING
06.22.12 PC SUBMIT
08.21.12 CTY COMM
10.31.12
SITE REV
12.26.12 DS LOCATE
01.22.13 Construction
01.23.13
venting
6/22/2012
DRAWN BY
CHECKED BY
A1.2
KK,ED
DH
3
1st Floor
0' - 0"
1st Floor
0' - 0"
Elevation 2 - a (Accessible)
1/4" = 1'-0"
7
2
Elevation 1 - a (Accessible)
1/4" = 1'-0"
1st Floor
0' - 0"
Elevation 2 - b (Accessible)
1/4" = 1'-0"
8
Elevation 2 - c (Accessible)
1/4" = 1'-0"
1st Floor
0' - 0"
9
Elevation 2 - e (Accessible)
1/4" = 1'-0"
Kitchen
4
Laundry
D
3'-6"
6068
A2.0
DW
2
A3.0
SHEET TITLE
UNIT PLAN ACCESSIBLE
GFCI
4'-3 13/16"
3'-6"
Bathroom
W
Laundry
D
7'-0 21/32"
7'-5 3/4"
34" HT.
Breezeway
Kitchen
REF
2'-0"
12'-7"
11'-3 3/8"
3068
5'-0"
6068
DW
REUSE OF DOCUMENTS
12'-2 5/8"
5040HS
WATER HEATER
ACCESS PANEL
6'-6"
6'-6 3/4"
4'-8 3/8"
4'-0"
4'-8 1/4"
3'-9"
2668
WH
5068
This document, and the ideas
and designs incorporated, as an
instrument of professional
service is the property of
Western Design Group, Inc.
and is not to be used, in whole
or in part, for any reason without
the written authorization of
Western Design Group, Inc.
34" HT.
SNACK BAR
3068
3'-4"
ELEC
FIREPLACE
BELOW SHELF
F
16'-11"
Closet
3068
2'-5"
Coats
2'-9 1/2" 1'-11 1/2"
2668
LINEN
3'-3 5/8"
2'-2"
Living
Rm
Bedroom
DS
UNIT 1C
1
16R @6 7/8"
15T@11"
3068
Deck
1B1B - UNIT PLAN - ACCESSIBLE
1/4" = 1'-0"
1
DATE
ISSUE
01.20.12
PRELIM
02.02.12
PRELIM 2
04.27.12 PROGRESS
05.14.12
PRICING
06.22.12 PC SUBMIT
08.21.12 CTY COMM
10.31.12
SITE REV
12.26.12 DS LOCATE
01.22.13 Construction
01.23.13
venting
6068SGD
6'-0"
6
Elevation 1 - b (Accessible)
1/4" = 1'-0"
VANCOUVER, WA 98684
Elevation 1 - c (Accessible)
1/4" = 1'-0"
NE BURTON RD. & NE 79TH
4
1st Floor
0' - 0"
Building A-1
Elevation 1 - d (Accessible)
1/4" = 1'-0"
3068
5040HS
DS
UP
5'-8 1/4"
5
1st Floor
0' - 0"
1st Floor
0' - 0"
BURTON PARK APARTMENTS
1st Floor
0' - 0"
6/22/2012
DRAWN BY
CHECKED BY
A1.3
KK,ED
DH
3
1st Floor
0' - 0"
1st Floor
0' - 0"
Elevation 2 - a (Accessible)
1/4" = 1'-0"
7
5040HS
2
Elevation 1 - a (Accessible)
1/4" = 1'-0"
1st Floor
0' - 0"
Elevation 2 - b (Accessible)
1/4" = 1'-0"
8
Elevation 2 - c (Accessible)
1/4" = 1'-0"
1st Floor
0' - 0"
9
Elevation 2 - d (Accessible)
1/4" = 1'-0"
SHEET TITLE
UNIT PLAN ADAPTABLE
5040HS
Deck
3068
3068
Closet
REUSE OF DOCUMENTS
6068SGD
Living
Rm
Bedroom
15R @7 5/16"
14T@11"
8
10
6
26
Master Bedroom
WH
UP
Closet
This document, and the ideas
and designs incorporated, as an
instrument of professional
service is the property of
Western Design Group, Inc.
and is not to be used, in whole
or in part, for any reason without
the written authorization of
Western Design Group, Inc.
1st Floor
0' - 0"
ELEC
FIREPLACE
BELOW SHELF
Elevation 2 - e (Accessible)
1/4" = 1'-0"
2668
3068
Coats
3068
3068
ENTRY
FOYER
Bathroom
10
7
A1.6
A1.6
5
2
8
Laundry
3
Kitchen
DATE
ISSUE
01.20.12
PRELIM
02.02.12
PRELIM 2
04.27.12 PROGRESS
05.14.12
PRICING
06.22.12 PC SUBMIT
08.21.12 CTY COMM
10.31.12
SITE REV
12.26.12 DS LOCATE
01.22.13 Construction
01.23.13
venting
3068
Linen
A1.6
D
Closet
4
5068
1
68
26
3068
2668
6
Elevation 1 - b (Accessible)
1/4" = 1'-0"
VANCOUVER, WA 98684
Elevation 1 - c (Accessible)
1/4" = 1'-0"
1st Floor
0' - 0"
NE BURTON RD. & NE 79TH
4
1st Floor
0' - 0"
Building A-1
Elevation 1 - d (Accessible)
1/4" = 1'-0"
5040HS
5
1st Floor
0' - 0"
BURTON PARK APARTMENTS
1st Floor
0' - 0"
Master Bathroom
9
W
6
6/22/2012
DRAWN BY
CHECKED BY
1
2B2B - UNIT PLAN - ACCESSIBLE
1/4" = 1'-0"
A1.4
KK,ED
DH
ASPHALT COMP
SHINGLE ROOF
ASPHALT COMP
SHINGLE ROOF
1st Floor
0' - 0"
1st Floor
0' - 0"
CULTURED STONE
COLUMN BASE
VINYL
WIDOW.
SLIDER. TYP.
CULTURED STONE
COLUMN BASE
1
HARDI PLANK
LAP SIDING
2
HARDI SHAKE
SIDING
HARDI SHAKE
SIDING
VANCOUVER, WA 98684
2nd Floor
9' - 1 3/4"
NE BURTON RD. & NE 79TH
VINYL
WINDOW.
SLIDER. TYP.
2nd Floor
9' - 1 3/4"
Building A-1
HARDI PLANK
LAP SIDING
HARDIPANEL
SIDING W/ 1x
BATTENS
BURTON PARK APARTMENTS
HARDIPANEL
SIDING W/ 1x
BATTENS
SHEET TITLE
EXTERIOR
ELEVATIONS
2nd Floor
9' - 1 3/4"
2nd Floor
9' - 1 3/4"
REUSE OF DOCUMENTS
1st Floor
0' - 0"
Grade
-0' - 8"
Foundation
-2' - 4"
This document, and the ideas
and designs incorporated, as an
instrument of professional
service is the property of
Western Design Group, Inc.
and is not to be used, in whole
or in part, for any reason without
the written authorization of
Western Design Group, Inc.
1st Floor
0' - 0"
Grade
-0' - 8"
Foundation
-2' - 4"
3
4
1
EXTERIOR KEYNOTES
1 - CEMENT BOARD SIDING
2 - CEMENT BOARD TRIM
3 - CEMENT BOARD BELLY BAND
4 - 8x8 WOOD POST CLAD WITH SIDING
5 - WOOD GUARDRAIL
6 - WOOD ACCENT
7 - CULTURED STONE
8 - VINYL WINDOW
9 - VINYL SLIDING GLASS DOOR
10 - METAL FINISH 6 PANEL DOOR
11 - METAL FINISH FULL LITE DOOR
12 - COMPOSITION ROOF SHINGLES
13 - CEMENT BOARD ROOF FASCIA
14 - METAL FINISH ROOF GUTTERS
15 - METAL FINISH PREFABRICATED STAIR
16 - METAL FINISH PREFABRICATED RAILING
17 - METAL FINISH ROOF HAT VENT
18 - METAL FINISH LOUVERED ATTIC VENT
DATE
ISSUE
01.20.12
PRELIM
02.02.12
PRELIM 2
04.27.12 PROGRESS
05.14.12
PRICING
06.22.12 PC SUBMIT
08.21.12 CTY COMM
10.31.12
SITE REV
12.26.12 DS LOCATE
01.22.13 Construction
01.23.13
venting
DRAWN BY
CHECKED BY
A2.0
KK,ED
DH
26'-6"
Ridge
MANUFACTURED ROOF
TRUSSES @ 24" O.C.
T.P.
HARDI SOFFIT PANEL
+42"
GUARDRAIL.
TYPICAL
HARDI SOFFIT PANEL
3" CONC. OVER
WP MEMBRANE.
SEE STRUCT
BREEZEWAY
2nd Floor
9' - 1 3/4"
1
NOTE: SEE FLOOR PLAN FOR DRAFT STOP LOCATION AND DETAILS
DRAFT STOP OF 21" OSB OR GYP. BD. OVER
TRUSS. LOCATE PER PLANS.
VANCOUVER, WA 98684
BURTON PARK APARTMENTS
1st Floor
0' - 0"
NE BURTON RD. & NE 79TH
3'-3"
BREEZEWAY
4" CONCRETE\
SLAB ON GRADE.
SEE STRUCTURAL
Building A-1
8x8 WD. COLUMN
W/ 1x PTD. WD. WRAP.
TYPICAL
SHEET TITLE
BUILDING SECTIONS
Ridge
26'-6"
MANUFACTURED ROOF
TRUSSES @ 24" O.C.
INTERIOR BEARING WALL
REUSE OF DOCUMENTS
R-38 BATT INSULATION
This document, and the ideas
and designs incorporated, as an
instrument of professional
service is the property of
Western Design Group, Inc.
and is not to be used, in whole
or in part, for any reason without
the written authorization of
Western Design Group, Inc.
R-21 BATT INSULATION
1'-0 5/8"
2nd Floor
18'
9' - 3
1 1/2"
3/4"
4" CONCRETE SLAB ON GRADE
8'-1 1/8"
17'-2 7/8"
8'-1 1/8"
29'-5 1/2"
2nd Floor T.P.
17'-2 7/8"
R-10 RIGID SLAB INSULATION
1st Floor
0' - 0"
1
DATE
ISSUE
01.20.12
PRELIM
02.02.12
PRELIM 2
04.27.12 PROGRESS
05.14.12
PRICING
06.22.12 PC SUBMIT
08.21.12 CTY COMM
10.31.12
SITE REV
12.26.12 DS LOCATE
01.22.13 Construction
01.23.13
venting
EXTERIOR BEARING WALL
2
DRAWN BY
CHECKED BY
A3.0
KK,ED
DH
LAP SIDING
ABOVE
26GA. PREFIN
FLASHING AT
HEAD, RUN UP
4' UNDER FELT
TYPICAL
26 GA. PREFIN
METAL "Z"
FLASHING AT
HEAD
5/4 x4
SPFD TRIM
5/8"
G.B.
FILL VOID
AT HEAD
WITH INSUL.
5/8"
G.B.
5/4x4
SPFD
TRIM
SEALANT
SEALANT
R.O.
5/8"
G.B.
METAL
EDGE
METAL
EDGE
SEALANT
1
ROOF SHEATHING 23/32" EXPOSURE 1
APA RATED PLYWOOD OR OSB
SEE STRUCTURAL FOR NAILING
R-38 BATT INSULATION
1" AIR SPACE MINIMUM
1/2" MAX.
METAL
EDGE
SEALANT
1'-4"
1/2" GYPSUM DRYWALL
5/8" GYPSUM DRYWALL
5/4x4
SPFD
TRIM
5/8"
G.B.
CEM. BD. LAP
SIDING OVER
15# FELT
R-21 BATT INSULATION
2x6 STUDS @ 16" O.C.
FLOOR SHEATHING 23/32" EXPOSURE 1
APA RATED PLYWOOD OR OSB SEE
STRUCTURAL FOR NAILING.
GLUE REQUIRED ON EVERY JOIST.
7/8" LIGHTWEIGHT CONCRETE
9
2'-0"
ENGINEERED ROOF TRUSS
@ 24" O.C.
R.O.
MFR'S
THRESHL'D
SET IN
MASTIC
A4.0
VENILATION PER CODE
INSULATING
GLAZING
UNITS IN
VINYL
FRAME
DOOR
ASSEMBLY
8
DECK
GUARDRAIL WITH ATTACHMENT
PER MANUFACTURERS
INSTALLATION INSTRUCTIONS
MIN 1-1/2" MINERAL WOOL BATTS -2.5
PCF
1/2" O.S.B. EXTERIOR SHEATHING
4
SLOPE
1/4"/FT.
OAK SILL
2
A4.1
MTL.
EDGES
2nd Floor
9' - 1 3/4"
10
A4.0
VANCOUVER, WA 98684
8
2nd Floor T.P.
17' - 2 7/8"
NE BURTON RD. & NE 79TH
3
Building A-1
AL. PATIO
DOOR
ASSEMBLY
BURTON PARK APARTMENTS
METAL
EDGE
SHEET TITLE
WALL SECTIONS
(1) 11 7/8" RIM
RIPPED 2x10 JOISTS @ 16" O.C.
11 7/8" TJI 210 @ 16" O.C.
(2) 2x6 TOP PLATE
CONTINUOUS BEAD OF SEALANT
8
5/8" GYPSUM DRYWALL OVER
RESILIENT CHANNELS
COMP LAP
SIDING
5/4x3 1/2" SPFD
TRIM BD.
5/4 x 12
PAINTED WD. TRIM
RIPPED 2x10
SEE STRUCT
A4.0
REUSE OF DOCUMENTS
1/2" GYPSUM DRYWALL
This document, and the ideas
and designs incorporated, as an
instrument of professional
service is the property of
Western Design Group, Inc.
and is not to be used, in whole
or in part, for any reason without
the written authorization of
Western Design Group, Inc.
MEMBRANE SYSTEM FINISH
VENTILATION AS REQUIRED
CAULK
R-21 BATT INSULATION
2x6 STUDS @ 16" O.C.
5
1/2" PLYWOOD OR OSB SHEATHING
BUILDING WRAP
HARDI SOFFIT
PANEL
CEMENT BOARD SIDING
PATIO
GUARDRAIL WITH ATTACHMENT
PER MANUFACTURERS
INSTALLATION INSTRUCTIONS
1X
PAINTED
WD. TRIM
10
1
BEVELED SLAB EDGE
2x6 P.T. MUD SILL
4" CONCRETE SLAB
6" CRUSHED GRAVEL-COMPACTED
R-5 RIGID FOAM INSULATION
DEX-O-TEX
WATERPROOF
MEMBRANE
4"
DEX-O-TEX
SLIP SHEET
12.26.12 DS LOCATE
01.22.13 Construction
01.23.13
venting
4" CONCRETE SLAB ON GRADE
Grade
-0' - 8"
GRAVEL FILL
PERFORATED DRAIN TILE
Foundation
-2' - 4"
CONCRETE FOOTING & WALL
UNEXCAVATED SOIL
SHEET METAL
THRESHOLD FLASHING
3 1/2"
11
1st Floor
0' - 0"
6 MIL VISQUEEN VAPOR BARRIER
3 1/2"
DEX-O-TEX
TRAFFIC TOPPING
DOOR OR SLIDER
A4.0
8"
6
DOOR OR
SLIDER THRESHOLD
9
DATE
ISSUE
01.20.12
PRELIM
02.02.12
PRELIM 2
04.27.12 PROGRESS
05.14.12
PRICING
06.22.12 PC SUBMIT
08.21.12 CTY COMM
10.31.12
SITE REV
2
DRAWN BY
CHECKED BY
1
7
NOT FOR CONSTRUCTION
A4.0
KK,ED
DH
VANCOUVER, WA 98684
NE BURTON RD. & NE 79TH
Building A-1
BURTON PARK APARTMENTS
SHEET TITLE
WINDOW FLASHING
DETAILS
1
REUSE OF DOCUMENTS
This document, and the ideas
and designs incorporated, as an
instrument of professional
service is the property of
Western Design Group, Inc.
and is not to be used, in whole
or in part, for any reason without
the written authorization of
Western Design Group, Inc.
WEATHER RESISTANT BARRIER
EXTERIOR SIDING PER PLAN
WALL ASSEMBLY AS NOTED
PRE-FINISHED METAL FLASHING
GYP. BD.
2X BELLY BAND
1
DATE
ISSUE
01.20.12
PRELIM
02.02.12
PRELIM 2
04.27.12 PROGRESS
05.14.12
PRICING
06.22.12 PC SUBMIT
08.21.12 CTY COMM
10.31.12
SITE REV
12.26.12 DS LOCATE
01.22.13 Construction
01.23.13
venting
PROVIDE SEALANT AT TOP OF SIDING
WEATHER RESISTANT BARRIER
1/2" SHEATHING
6/22/2012
DRAWN BY
CHECKED BY
1
2
1
A4.1
KK,ED
DH
3/4" T&G PLYWOOD
3/4" TOPPING SLAB
TJI PER
STRUCTURAL
KITCHEN VENT
THROUGH WALL
BATHROOM VENT
THROUGH CEILING
BATHROOM VENT
THROUGH WALL
BATHROOM VENT
THROUGH WALL
DRYER VENT
THROUGH WALL
HORIZONTAL COOK
HOOD/FAN VENT
THROUGH CEILING
JOISTS
DRYER VENT
THROUGH WALL
RESILIANT CHANNELS PER MANUF.
1 LAYER OF 5/8" TYPE 'X' GYP. BD.
2X NAILER
FAN OR DRYER VENT
2X NAILER
1/2" GYP. BD.
WALL ASSEMBLY PER DRAWINGS
3/4" TOPPING SLAB
TJI PER
STRUCTURAL
2 LAYERS OF
GYP. BD. (TYP.)
RESILIANT CHANNELS PER MANUF.
1 LAYER OF 5/8" TYPE 'X' GYP. BD.
2X BLOCKING @ EA END
OF BLOCKOUT FOR FAN
UNIT
1
26 GA. (MIN) VENT
THROUGH THE JOIST
BAY. FIRE CAULKED
AROUND ANY
PENATRATION
26 GA. (MIN) FAN UNIT
ENCLOSURE. FIRE
CAULK AROUND ENTIRE
OPENING
Unit Venting Plan
1/4" = 1'-0"
3
Fan Equipment and Vent In Joist Space
1/8" = 1'-0"
VANCOUVER, WA 98684
3/4" T&G PLYWOOD
NE BURTON RD. & NE 79TH
1 Hour Soffit Chase
1/8" = 1'-0"
BURTON PARK APARTMENTS
2
Building A-1
UP
SHEET TITLE
DUCTING AND
VENTILATION PLAN
2
2
GENERAL NOTES:
1.
2.
3.
1
EXTERIOR WALL SHEATHING
AND SIDING
ALL PENATRATIONS IN THE FIRE WALLS TO BE FIRE CAULKED.
ALL VENT PIPING TO BE MIN. 26. GA. ALL VENTING TO BE RUN IN JOIST
CAVITIES. WHENEVER PIPING PENATRATES A RATED ASSEMBLY IT MUST
BE FIRE CAULKED.
ALL FAN EQUIPMENT PLACED IN THE RATED CEILING ASSEMBLY TO HAVE
A 26 GA. HOUSING AND FIRE CAULKED AROUND THE PENATRATION. FAN
UNIT INSTALLED INTO THE JOIST CAVITITIES TO MEET DETAIL 3 ON THIS
PAGE.
REUSE OF DOCUMENTS
This document, and the ideas
and designs incorporated, as an
instrument of professional
service is the property of
Western Design Group, Inc.
and is not to be used, in whole
or in part, for any reason without
the written authorization of
Western Design Group, Inc.
5/8" GYP. BD. ON ALL SIDES
WHOLE HOUSE FAN:
INTAKE AIR:
HEAT SOURCE:
PANASONIC WHISPERGREEN FV-08VQC5 80 CFM, CONSTANT VOLUME, MOTION SENSOR, HUMIDISTAT
CONTROLLED. FAN TO BE ON A TIMER TO OPERATE UNIT AUTOMATICALLY AND ALSO HAVE A MANUAL
SWITCH TO CONTROL USE IN BATHROOM.
2X BLOCKING
PROVIDE WINDOW SLOTS IN EACH ROOM. IN WINDOWLESS ROOMS PROVIDE PASSING WALL VENTS
WITH DAMPERS.
2X STUDS
PROVIDE MARKEL IN-WALL HEATERS (TYP.)
1
BATHROOM EXHAUST FAN:
KITCHEN EXHAUST FAN:
LAUNDRY ROOM EXHAUST FAN:
5/8" GYP. BD. ON ALL SIDES
70 CFM REQUIRED
175 CFM REQUIRED
20 CFM REQUIRED
2
MARKEL IN WALL HEATER (TYP.)
DATE
ISSUE
01.20.12
PRELIM
02.02.12
PRELIM 2
04.27.12 PROGRESS
05.14.12
PRICING
06.22.12 PC SUBMIT
08.21.12 CTY COMM
10.31.12
SITE REV
12.26.12 DS LOCATE
01.22.13 Construction
01.23.13
venting
2X BLOCKING
NOTE:
1.
2.
DESIGN IS TO SHOW CODE COMPLIANCE AND ESTIMATING PROVISIONS. FINAL DESIGN BY G.C. AND OWNER.
ALL EXHAUST VENTS MIN. OF 3 FEET FROM OPERABLE WINDOWS.
6/22/2012
DRAWN BY
CHECKED BY
RATED WALLS GENERAL NOTE:
ALL OPENINGS IN RATED ASSEMBLES SHALL BE PROTECTED WITH APPROVED FIRE DAMPERS, OR
AS PER DETAIL. PENETRATIONS IN RATED ASSEMBLIES SHALL BE FIRE CAULKED WITH 'HILTI'
FS-ONE FIRESTOP SEALANT OR EQUAL. INSTALL CAULKING PER MANUFACTURERS SPECIFICATIONS.
4
Utility Penetrations @ 1 Hr Assemblies
1/8" = 1'-0"
1
A5.0
KK,ED
DH
RADON MITIGATION NOTES
AGGREGATE
A LAYER OF AGGREGATE OF 4-INCH MINIMUM THICKNESS SHALL BE PLACED BENEATH CONCRETE SLABS. THE AGGREGATE
SHALL BE CONTINUOUS TO THE EXTENT PRACTICAL.
GRADUATION
AGGREGATE SHALL:
1.
COMPLY WITH ASTM STANDARD C-33 STANDARD SPECIFICATION FOR CONCRETE AGGREGATE AND SHALL BE SIZE
NO. 8 OR LARGER SIZE AGGREGATE AS LISTED IN TABLE 2, GRADING REQUIREMENTS FOR COURSE AGGREGATE;
OR
2.
MEET THE 1988 WASHINGTON STATE DEPARTMENT OF TRANSPORTATION SPECIFICATION 9-03.1 (3) "COURSE
AGGREGATE FOR PORTLAND CEMENT CONCRETE," OR ANY EQUIVALENT SUCCESSOR STANDARDS. AGGREGATE
SIZE SHALL BE OF GRADE 8 OR LARGER AS LISTED IN SECTION 9-03.1 (3) C, "GRADING"; OR
3.
BE SCREENED, WASHED PEA GRAVEL FREE OF DELETERIOUS SUBSTANCES IN A MANNER CONSISTENT WITH
ASTM STANDARD C-33 WITH 100 PERCENT PASSING A 1/2-INCH SIEVE AND LESS THAN 5 PERCENT PASSING A NO.
16 SIEVE. SIEVE CHARACTERISTICS SHALL CONFORM TO THOSE ACCEPTABLE UNDER ASTM STANDARD C-33.
EXCEPTION:
AGGREGATE SHALL NOT BE REQUIRED IF A SUBSTITUTE MATERIAL OR SYSTEM, WITH SUFFICIENT LOAD BEARING
CHARACTERISTICS, AND HAVING APPROVED CAPABILITY TO PROVIDE EQUAL OR SUPERIOR AIR FLOW, IS INSTALLED.
SOIL-GAS RETARDER MEMBRANE
A SOIL-GAS RETARDER MEMBRANE, CONSISTING OF AT LEAST ONE LAYER OF VIRGIN POLYETHYLENE WITH A THICKNESS OF
AT LEAST 6 MIL, OR EQUIVALENT FLEXIBLE SHEET MATERIAL, SHALL BE EITHER PLACED DIRECTLY UNDER ALL CONCRETE
SLABS SO THAT THE SLAB IS IN DIRECT CONTACT WITH THE MEMBRANE, OR ON TOP OF THE AGGREGATE WITH 2 INCHES
MINIMUM OF FINE SAND OR PEA GRAVEL INSTALLED BETWEEN THE CONCRETE SLAB AND MEMBRANE. THE FLEXIBLE
SHEET SHALL EXTEND TO THE FOUNDATION WALL OR TO THE OUTSIDE EDGE OF THE MONOLITHIC SLAB. SEAMS SHALL
OVERLAP AT LEAST 12 INCHES. THE MEMBRANE SHALL ALSO BE FITTED TIGHTLY TO ALL PIPES, WIRES, AND OTHER
PENETRATIONS OF THE MEMBRANE AND SEALED WITH AN APPROVED SEALANT OR TAPE. ALL PUNCTURES OR TEARS
SHALL BE REPAIRED WITH THE SAME OR APPROVED MATERIAL AND SIMILARLY LAPPED AND SEALED.
ONE CONTINUOUS SEALED PIPE SHALL RUN FROM A POINT WITHIN THE AGGREGATE UNDER EACH CONCRETE SLAB TO A POINT
OUTSIDE THE BUILDING. JOINTS AND CONNECTIONS SHALL BE PERMANENTLY GAS TIGHT. THE CONTINUOUS SEALED PIPE SHALL
INTERFACE WITH THE AGGREGATE IN THE FOLLOWING MANNER, OR BY OTHER APPROVED EQUAL METHOD. THE PIPE SHALL BE
PERMANENTLY CONNECTED TO A "T" WITHIN THE AGGREGATE AREA SO THAT THE TWO END OPENINGS OF THE "T" LIE WITHIN THE
AGGREGATE AREA. A MINIMUM OF 5 FEET OF PERFORATED DRAIN PIPE OF 3 INCHES MINIMUM DIAMETER SHALL JOIN TO AND
EXTEND FROM THE "T". THE PERFORATED PIPE SHALL REMAIN IN THE AGGREGATE AREA AND SHALL NOT BE CAPPED AT THE
ENDS. THE "T" AND ITS PERFORATED PIPE EXTENSIONS SHALL BE LOCATED AT LEAST 5 FEET HORIZONTALLY FROM THE EXTERIOR
PERIMETER OF THE AGGREGATE AREA.
THE CONTINUOUS SEALED PIPE SHALL TERMINATE NO LESS THAN 12 INCHES ABOVE THE EAVE, AND MORE THAN 10 HORIZONTAL
FEET FROM A WOODSTOVE OR FIREPLACE CHIMNEY, OR OPERABLE WINDOW. THE CONTINUOUS SEALED PIPE SHALL BE LABELED
"RADON VENT." THE LABEL SHALL BE PLACED SO AS TO REMAIN VISIBLE TO AN OCCUPANT.
THE MINIMUM PIPE DIAMETER SHALL BE 3 INCHES UNLESS OTHERWISE APPROVED. ACCEPTABLE SEALED PLASTIC PIPE SHALL BE
SMOOTH WALLED, AND MAY INCLUDE EITHER PVC SCHEDULE 40 OR ABS SCHEDULE OF EQUIVALENT WALL THICKNESS.
THE ENTIRE SEALED PIPE SYSTEM SHALL BE SLOPED TO DRAIN TO THE SUBSLAB AGGREGATE.
THE SEALED PIPE SYSTEM MAY PASS THROUGH AN UNCONDITIONED ATTIC BEFORE EXITING THE BUILDING; BUT TO THE EXTENT
PRACTICABLE, THE SEALED PIPE SHALL BE LOCATED INSIDE THE THERMAL ENVELOPE OF THE BUILDING IN ORDER TO ENHANCE
PASSIVE STACK VENTING.
EXCEPTION:
A FAN FOR SUBSLAB DEPRESSURIZATION SYSTEM INCLUDES THE FOLLOWING:
1.
SOIL-GAS RETARDER MEMBRANE AS SPECIFIED IN SECTION 1203.6.3.2.4
2.
SEALING OF PENETRATIONS AND JOINTS AS SPECIFIED IN SECTION 1203.6.3.2.5
3.
A 3-INCH CONTINUOUS SEALED RADON PIPE SHALL RUN FROM A POINT WITHIN THE AGGREGATE UNDER EACH CONCRETE
SLAB TO A POINT OUTSIDE THE BUILDING
4.
JOINTS AND CONNECTIONS SHALL BE GAS TIGHT, AND MAY BE OF EITHER PVC SCHEDULE 40 OR ABS SCHEDULE OF
EQUIVALENT IN WALL THICKNESS
5.
A LABEL OF "RADON VENT" SHALL BE PLACED ON THE PIPE SO AS TO REMAIN VISIBLE TO AN OCCUPANT
6.
FAN CIRCUIT AND WIRING AS SPECIFIED IN SECTION 1203.6.3.2.7 AND A FAN
3" MINIMUM SEALED
RADON VENT PIPE
(TYP.)
TO BE VENTED
THROUGH
THE ROOF (TYP.)
3" MINIMUM SEALED
RADON VENT PIPE (TYP.)
TO BE VENTED THROUGH
THE ROOF (TYP.)
SHEET TITLE
RADON MITIGATION
PLAN
IF THE SUBSLAB DEPRESSURIZATION SYSTEM IS EXHAUSTED THROUGH THE CONCRETE FOUNDATION WALL OR RIM JOIST, THE
EXHAUST TERMINUS SHALL BE A MINIMUM OF 6 FEET FROM OPERABLE WINDOWS OR OUTDOOR AIR INTAKE VENTS AND SHALL BE
DIRECTED AWAY FROM OPERABLE WINDOWS AND OUTDOOR AIR INTAKE VENTS TO PREVENT RADON REENTRAINMENT.
FAN CIRCUIT AND WIRING AND LOCATION
AN AREA FOR LOCATION OF AN IN-LINE FAN SHALL BE PROVIDED. THE LOCATION SHALL BE AS CLOSE AS PRACTICABLE TO THE
RADON VENT PIPE'S POINT OF EXIT FROM THE BUILDING, OR SHALL BE OUTSIDE THE BUILDING SHELL; AND SHALL BE LOCATED SO
THAT THE FAN AND ALL DOWNSTREAM PIPING IS ISOLATED FROM THE INDOOR AIR. PROVISIONS SHALL BE MADE TO ALLOW FUTURE
ACTIVATION OF AN INLINE FAN ON THE RADON VENT PIPE WITHOUT THE NEED TO PLACE NEW WIRING. A 110 VOLT POWER SUPPLY
SHALL BE PROVIDED AT A JUNCTION BOX NEAR THE FAN LOCATION.
REUSE OF DOCUMENTS
This document, and the ideas
and designs incorporated, as an
instrument of professional
service is the property of
Western Design Group, Inc.
and is not to be used, in whole
or in part, for any reason without
the written authorization of
Western Design Group, Inc.
SEPARATE AGGREGATE AREAS
IF THE 4-INCH AGGREGATE AREA UNDERNEATH THE CONCRETE SLAB IS NOT CONTINUOUS, BUT IS SEPARATED INTO DISTINCT
ISOLATED AGGREGATE AREAS BY A FOOTING OR OTHER BARRIER, A MINIMUM OF ONE RADON VENT PIPE SHALL BE INSTALLED INTO
EACH SEPARATE AGGREGATE AREA.
UP
VANCOUVER, WA 98684
RADON VENT
NE BURTON RD. & NE 79TH
UP
BURTON PARK APARTMENTS
ALL PENETRATIONS AND JOINTS IN CONCRETE SLABS OR OTHER FLOOR SYSTEMS AND WALLS BELOW GRADE SHALL BE
SEALED BY AN APPROVED SEALANT TO CREATE AN AIR BARRIER TO LIMIT THE MOVEMENT OF SOIL-GAS INTO THE INDOOR AIR.
SEALANTS SHALL BE APPROVED BY THE MANUFACTURER FOR THE INTENDED PURPOSE. SEALANT JOINTS SHALL CONFORM TO
MANUFACTURER'S SPECIFICATIONS. THE SEALANT SHALL BE PLACED AND TOOLED IN ACCORDANCE WITH MANUFACTURER'S
SPECIFICATIONS. THERE SHALL BE NO GAPS OR VOIDS AFTER THE SEALANT HAS CURED.
Building A-1
SEALING OF PENETRATIONS AND JOINTS
EXCEPTION:
SEPARATE AGGREGATE AREAS MAY BE CONSIDERED A SINGLE AREA IF A MINIMUM 3-INCH DIAMETER CONNECTION
JOINING THE SEPARATE AREAS IS PROVIDED FOR EVERY 30 FEET OF BARRIER SEPARATING THOSE AREAS.
RADON PIPING NOTES:
1.
2.
3.
4.
5.
6.
7.
8.
1
ALL RADON PIPING TO BE SEALED TO PREVENT ANY LEAKS.
ALL RADON PIPING MUST BE CLEARLY LABELED IN ALL WALL CAVITIES AND IN THE ATTIC SPACE.
ALL PIPING ENCASED IN CONCRETE TO BE WRAPPED TO PREVENT DAMAGE, TYP.
SLAB VENT PIPES ARE TO EXTEND A MINIMUM OF 5'-0" BEYOND ANY CONCRETE THAT ENCLOSES IT.
RADON PIPING IS TO BE RUN UP THROUGH THE THICKENED SLAB INTO THE CENTER OF THE FIRE SEPARATION
WALL AND CONTINUE ON INTO THE ATTIC.
ANY PENATRATIONS IN THE FIRE WALL OR DRAFT-STOPPING ARE TO BE FIRE CAULKED AND SEALED PER
CURRENT CODE.
ANY VENTING THROUGH THE ROOF HAS TO BE A MINIMUM OF 4'-0" AWAY FROM THE EDGE OF ANY FIRE WALL
OR ATTIC DRAFTSTOP.
ANY RADON VENTS THROUGH THE ROOF MUST BE A MINIMUM OF 10'-0" FROM ANY OPENING OR AIR INTAKE.
3
DATE
ISSUE
01.20.12
PRELIM
02.02.12
PRELIM 2
04.27.12 PROGRESS
05.14.12
PRICING
06.22.12 PC SUBMIT
08.21.12 CTY COMM
10.31.12
SITE REV
12.26.12 DS LOCATE
01.22.13 Construction
01.23.13
venting
3
6/22/2012
DRAWN BY
CHECKED BY
1
Radon Mitigation
1/4" = 1'-0"
1
A5.1
KK,ED
DH