burton park apartments - 2 story ... - Pavilion Construction Park Apts/Dwgs... · area or 1/300 net...

STRUCTURAL DRAWINGS INDEXSheet

Number Sheet Name

S0.0S1.0S2.0

S4.0S5.0S5.1

STRUCTURAL NOTESFOUNDATION PLAN2ND FLOOR FRAMING PLAN

STRUCTURAL ELEVATIONS & SHEAR WALL SCHEDULESTRUCTURAL DETAILSSTRUCTURAL DETAILS

S3.0 ROOF FRAMING PLAN

ARCHITECTURAL DRAWINGS INDEXSheet

Number Sheet Name

C1.0C1.1A0.1

A1.0A1.1A1.2A1.3A1.4

COVER SHEETCODE ANALYSIS / SITE PLANBUILDING PLANS/OCCUPANCY ANDEXITING ANALYSIS1ST FLOOR APARTMENT PLANS2ND FLOOR APARTMENT PLANSROOF PLANUNIT PLAN - ACCESSIBLEUNIT PLAN - ADAPTABLE

A2.0A3.0A4.0

EXTERIOR ELEVATIONSBUILDING SECTIONSWALL SECTIONS & DETAILS

A5.0 DUCTING AND VENTILATION PLANA5.1 RADON MITIGATION PLAN

A4.1 WINDOW FLASHING DETAILS

E1.1 LIMITED ELECTRICAL PLAN

GENERAL NOTES

1. Ventilation:A. Attic Ventilation:

Shall have a minimum net free area of 1/150 of the atticarea or 1/300 net area if one half the area is soffit vent andone half is 3 ft. above plate line. Note: with enclosed rafterspaces fIow-thru venting is required with 1" of air spacebetween 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 each150 square feet of crawlspace area. 1 vent required within3 feet of each corner. Contractor is responsible forproviding adequate venting, whether or not vents areshown.

2. Windows:Egress windows in sleeping area shall not be more than44" from finished floor to sill and shall have an opening withminimum dimensions 20" wide 24" high with a minimumarea of 5.7 square feet. All glass over 18" wide and within18" of the floor shall comply with impact loads. Sliding glassdoors shall be safety glazed with laminated air temperedglass.

3. Stairways:All stairways shall have a maximum tread rise of 7 " and aminimum tread run of 11". The greatest Riser Height andTread Depth within any flight of stairs shall not excede thesmallest by more than 3/8". Handrails to be 34" MIN - 38"MAX. Minimum headroom to be 6'-8" measured fromnosing.

4. Vapor Barrier:A ground cover of 6 mil (.006") polyethylene or equivalentlapped one foot at each joint and extended up thefoundation wall to at least the outside ground line, isrequired. See radon mitigation sheet A

5. Showers:Showers shall be either one-piece fiberglass stall unites orceramic tile wall to 6ft. above floor minimum and shall beprovided with a water resistant backing. All shower doorsshall be tempered or laminated safety glass or shatterresistant plastic.

6. Fireplaces: (Site built and zero clearance)Fireplaces shall be provided with:

A. Tightly fitting flue dampers, operated with a readilyaccessible manual or approved automatic control.

B. An outside source of combustion air. Minimum duct size tobe six (6) square inches with readily operable damper(outlet must be inside front of firebox). Note: All metal zeroclearance fireplaces shall bear label of nationallyrecognized testing lab on all pieces of assembly. To beinstalled in accordance with label requirements and permanufacturers instructions.

C. Terminate all chimney and flues a minimum of 2ft. above thehighest point of the building within 10ft. of the flue.

7. When Gypsum wallboard is used as a base for tile in tub andshower and water closet areas water-resistant Gypsumbackboard shall be used.

8. Smoke detectors shall receive their primary power from thebuilding wiring.

9. All exit doors shall be provided with a night latch, dead bolt orsecurity chain, provided such devices are openable from theinside without the use of a key or tool and mounted at aheight 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 orseeded with appropriate vegetation in order to minimize thepotential for erosion. No water should be allowed to flowfreely over any slope faces.

12. All rockeries should be constructed in conformance with thegeneral guidelines provided by the American RockeryContractor (ARC).

13. All structural fills should be compacted to 95% of theirlaboratory maximum dry density as determined by ATSMD-1557 (Modified Proctor).

14. The contractor is responsible to check the plans and is tonotify the designer of any errors or omissions prior to the startof construction.

14. Written dimensions have precedence over scaled dimensions15. 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 witheach one so that if any one trips they will all sound. Theyshall also have a battery backup and be located in eachbedroom and on each floor level.

17. Porch rails shall have intermediate rails spaced such that asphere 4" in dia. cannot pass through.

18. Provide grounding electrode at electrical service consisting ofa minimum 20' length of 1/2" dia. steel reinforcement offootings. Electrode shall extend 12" min. above the plate line.

19. The maximum amount of water used by new plumbing fixtures:Toilets: 1.6 gallons/flushShower heads: 2.5 gallons/minute

20. In the event of a conflict between pertinent codes andregulations and referenced standards of thesespecifications,the more stringent of provisions shall govern.

21. Structural specifications and drawings for this work have beenprepared in accordance with generally accepted engineeringpractice to meet minimum requirements of the latest editionof the International Building Code w/ WA and City ofVancouver ammendments.

22. Specifications and drawings indicate finished structure. Buildershall be responsible for construction methods, procedures,and conditions (including safety) except as specificallyindicated otherwise in the contract documents.

23. Construction loads shall not overload structure nor shall theybe in excess of design loadings indicated on drawings.Builder shall rigidly adhere to all laws, codes, and ordinanceswhich apply to this work. He shall notify and receiveclarification from owner in writing of any variations betweencontract documents and governing regulations.

24. All manufactured materials, components, fasteners,assemblies, etc., shall be handled and installed inaccordance with manufacturer's instructions and provisions ofapplicable ICC research recommendations, where specificmanufactured products are called for, generic equals whichmeet applicable standards and specifications may be used.

TOTAL SQUARE FOOTAGES

7,260 SF = LIVING UNITS

536 SF = PATIOS AND DECKS

1,830 SF = EXTERIOR BREEZEWAYS

________________________________

9,189 SF TOTALREQUIRED LOCATIONS UNDER THE T.I. CONTRACT.

CODE, ENERGY CODE AND BUILDING CODE.

AND WILL MEET WITH THE TENANT TO FINALIZE THE EXACT POWER LOCATIONS

FIRE ALARM SYSTEM IF REQUIRED, COORDINATED AND EXTENDED FROM

AND REQUIREMENTS FOR EQUIPMENT. DESIGN WILL PROVIDE FOR CODEREQUIRED AND MAINTENANCE RECEPTACLES. DESIGN WILL INCLUDE

ELECTRICAL DESIGN CONTRACTOR WILL COORDINATE HIS WORK WITH THEARCHITECT AND WITH THE HVAC AND FIRE SPRINKLER DESIGN/BUILD

ELECTRICAL DESIGN CONTRACTOR WILL MEET WITH THE TENANT TODETERMINE AND/OR CONFIRM THE LOCATION OF ALL DATA AND COMMUNICATIONCONNECTIONS REQUIRED AND INCLUDE CONDUIT, BOX AND PULL STRING IN THE

BUILDING FIRE ALARM SYSTEM. OUTLETS, PHONE AND DATA JACKS SHOWNON ARCHITECTURAL PLANS (IF ANY) ARE MINIMUM REQUIRED AND MAY NOTINCLUDE ADDITIONAL OUTLETS REQUIRED BY CODE OR FOR MANTENANCE.

BIDDER DESIGN ELECTRICAL CRITERIA

ELECTRICAL DESIGN CONTRACTOR WILL REVIEW THE PROGRAM DRAWING

ELECTRICAL DESIGN CONTRACTOR WILL COORDINATE POWER, SIGNAL AND LIGHTINGDESIGN AND PROVIDE CALCULATIONS IN CONFORMANCE WITH STATE ELECTRICAL

CONFIRM LIGHTING SWITCHING REQUIREMENTS WITH OWNER

DESIGN BUILD NOTESMECHANICAL, ELECTRICAL, PLUMBING

1. ALL MECHANICAL, ELECTRICAL, PLUMBING WORK SHALL BE PROVIDEDUNDER A SEPARATE CONTRACT AND PERMIT.

2. IT IS THE DESIGN/ BUILD CONTRACTOR'S RESPONSIBILITY TO CONFORM TOALL APPLICABLE BUILDING CODES AND TO PROVIDE ALL DOCUMENTATIONREQUIRED TO OBTAIN PERMITS FOR WORK UNDER THEIR CONTRACT.

3. THE OWNER AND ARCHITECT ARE NOT RESPONSIBLE FOR ADDITIONALCOSTS INCURRED DUE TO DESIGN/BUILD CONTRACTOR'S ERROR ANDOMISSIONS.

ELECTRICAL DESIGN/BUILD CONTRACTOR SHALL BE RESPONSIBLE TOVERIFY ALL DEVICES, INCLUDING BUT NOT LIMITED TO: STROBES,ANNUNCIATERS AND EGRESS LIGHTING, REQUIRED BY ALL APPLICABLECODES. POWER AND LIGHTING DRAWINGS INCLUDED IN THIS DOCUMENTAREFOR DESIGN PURPOSES ONLY. ANY DEVICE REQUIRED BY CODE OR BYBUILDING OFFICIAL AND NOT INCLUDED IN ELECTRICAL DESIGN/BUILDERSBASE BID SHALL BE INSTALLED AT THE ELECTRICAL DESIGN CONTRACTOR'SEXPENSE.

CONSTRUCTION AND AS-BUILT DRAWINGS TO BE PROVIDED ONELECTRONICMEDIA, AUTOCAD RELEASE 14 OR LATER, TO THE ARCHITECT FOR THEOWNER'S RECORDS.

1.

2.

3.

4.

5.

6.

7.

PROJECT TEAM

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VICINITY MAP

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F

E

W

V

U

T

S

R

D

C

B

A

Q

P

O

N

M

L

ABBREVIATIONS

H

x

(SEE SHEET A1.0)

CONCRETE

GRAVEL

EARTH

GYPSUM BOARD

PLASTER & LATH

PLYWOOD

CMU OR BRICK

RIGID INSULATION

BATT INSULATION

WOOD MEMBER

WOOD BLOCKING

FINISHED WOOD

STEEL

ALUMINUM

ACOUSTICAL TILE

DETAIL

XX

XX.XX SHEET WHERE DRAWN

DETAIL IDENTIFICATION

NORTH ARROW

PARTITION TYPES

REFER TO SCHEDULEDOOR TAG

GRADE ELEVATION

REVISION

0.00'

2

FENCE

PROPERTY LINE

NEW OR FINISH GRADE

EXISTING GRADE

0.00'

0'-0"

BREAKLINE SYMBOLS

COLUMN GRID

WORK, CONTROL1ST FLR. OR DATUM POINT

DRAWING SYMBOLS

A

(SEE SHEET A2.0)WINDOW TYPE

XX

XX

DEFERRED SUBMITTALS:

WOOD ROOF TRUSSES

HVAC

PLUMBING

FIRE SPRINKLER

ELECTRICAL

CODE SUMMARYSECTION I - GOVERNING CODES2009 IBC W/ WA. AMENDMENTS ANDCITY OF VANCOUVER AMMENDMENTS

SECTION II - GENERAL BUILDING DATA1. NUMBER OF STORIES: 22. FIRE SPRINKLERS YES 903.3.1.2 NFPA 13R3. CONSTRUCTION TYPE:OCCUPANCY GROUP:

V-BR-2

SEE SHEET A0.1 FOR OCCUPANT LOAD AND EXITING 1

Burton Park Apartments, LLC

Western Design Group, Inc

2300 East Third Loop #110

Vancouver, WA 98661

Ridge Engineering

15475 NW Pumkin Ridge Rd.

North Plains, OR 97133

Owner

Architect

Contact:

David Hardister,AIA

Structural Engineer

Contact:

Rich Boyer

Ph. 360.699.5317

fax. 360.694.7818

Ph. 503.702.9169

1

6/22/2012

COVER SHEET

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.'SRESPONSIBILITY. WATER TESTING OF THE WINDOW FLASHING AND WATER BARRIER BY THE G.C. IS REQUIRED UNLESSA STANDARD PRE-TESTED ASSEMBLY IS USED. G.C. TO PROVIDE A SUBMITTAL OF THE DETAILS THEY ARE TO USE.

TYPE "A" AND "B" UNITSTYPE A UNITS REQUIRED: (72) 2 BEDROOM UNITS X 5% = (4) 2 BEDROOM UNITS REQUIRED.

TYPE A UNITS REQUIRED: (40) 1 BEDROOM UNITS X 5% = (2) 1 BEDROOM UNITS REQUIREDBUILDINGS.

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.

NOTE:EACH UNIT SHALL BE PROVIDED WITH ONE OR MORE SHUT-OFF VALVES TO TERMINATE

WATER SUPPLY TO EACH UNIT W/O AFFECTING OTHER DWELLING UNITS IN THE BUILDING.

WATER SUPPLY TO COMMON AREAS SHALL BE CAPABLE OF BEING TERMINATED WITHOUT

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. 1

1

SHEET TITLE

DATE ISSUE

This document, and the ideasand designs incorporated, as aninstrument of professionalservice is the property ofWestern Design Group, Inc.and is not to be used, in wholeor in part, for any reason withoutthe written authorization ofWestern Design Group, Inc.

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KK,EDDRAWN BYDHCHECKED BY

PRELIM01.20.12PRELIM 202.02.12

PROGRESS04.27.12PRICING05.14.12

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SITE REV10.31.1212.26.12 DS LOCATE01.22.13 Construction01.23.13 venting

1

C1.0CONSTRUCTION DRAWINGS

BUILDING B1

BUILDING B2

BLDG. A1

BUILDING A2

BUILDING A3

BUILDING A4

BUILDING A5

BUILDING B6

BLDG. C

7,380 SF

PROPOSEDDETENTIONPOND

3 STORY

3 STORY

3 STORY

1 STORY

7,380 SF

7,380 SF

7,380 SF

7,380 SF

ASSUMED PROPERTY LINE



TYPE A UNIT TYPE A UNIT

TYPE A UNITTYPE A UNIT TYPE A UNITTYPE A UNIT

BUILDING B53 STORYBUILDING B4

3 STORY

BUILDING B33 STORY

36/22/2012

CODE ANALYSIS /SITE PLAN

SHEET TITLE

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5040

HS

5040HS5040HS

3068

W D34" HT.

Bedroom

Kitchen

Bathroom Master BathroomLaundry

3068

30683068

5068

2668

3068

2668

2668

3068

Closet

Closet

Linen

3068

Master Bedroom

3068

Living

Rm

ELECFIREPLACE

BELOW SHELF

Deck

Closet

6068SGD

ENTRY

FOYER

LIN

EN

5040HS

D

W

UNIT 1C

ACCESSIBLE

Kitchen

Closet

5040

HS

6068SGD

Bedroom

Living

Rm

Bathroom

Deck

3068

Laundry

3068

3068

3068

2668

Coats

2668

Coats

5040

HS

5040HS5040HS

3068

WD

34" HT.

Bedroom

Kitchen

Bathroom Master BathroomLaundry

3068

30683068

5068

2668

3068

2668

2668 30

68

Closet

Closet

Linen

3068

Master Bedroom

3068

Living

Rm

ELECFIREPLACE

BELOW SHELF

Deck

Closet

6068SGD

ENTRY

FOYER

UNIT 1-B

ADAPTABLE

LIN

EN

5040HS

W

D

UNIT 1A

ADAPTABLE

Kitchen

Closet

5040

HS

6068SGD

Bedroom

Living

Rm

Bathroom

Deck

3068

Laundry

3068

3068

3068

2668

Coats

2668

Coats

5068

5068

2668

DN

UPUP

Deck

34" HT.SNACK BAR

ELECTRICFIREPLACE

BELOW SHELF

3068

3068

5068

2668

3068

2668

2668

3068

3068

6068SGD

ENTRY

FOYER

5040HS

Bedroom

Kitchen

Bathroom 2

Laundry

Living

Master Bathroom

Closet

Closet

Linen

Closet

Master Bedroom

3068

5040

HS

5040HS

UNIT 2-D

LIN

EN

5040HS

W

D

UNIT 2C

Kitchen

Closet

5040

HS

6068SGD

Bedroom

Living

Rm

Bathroom

Deck

3068

Laundry

3068

3068

3068

2668

Coats

LIN

EN

5040HS

W

D

UNIT 2A

Kitchen

Closet

5040

HS

6068SGD

Bedroom

Living

Rm

Bathroom

Deck

3068

Laundry

3068

3068

3068

2668

Coats

5068

5068

2668

2668

5068

5068

2668

Coats

Deck

34" HT.SNACK BAR

ELECTRICFIREPLACE

BELOW SHELF

3068

3068

5068

2668

3068

2668

2668

3068

3068

6068SGD

ENTRY

FOYER

5040HS

Bedroom

Kitchen

Bathroom 2

Laundry

Living

Master Bathroom

Closet

Closet

Linen

Closet

Master Bedroom

3068

5040

HS

5040HS

2668

Coats

DN

UNIT 2B

Deck

W

W

D

D

UNIT 1D

ACCESSIBLE

1 2

ENERGY NOTES

1 SHEET TITLE

DATE ISSUE


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BUILDING PLANS/OCCUPANCY ANDEXITING ANALYSIS

A0.1

1

6'-6 3/4"

3'-4"

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

3'-7 3/8"

2'-9"

3'-6"

59'-0

"

5040

HS

4'-0" 4'-0"

3'-2"5040HS5040HS

3068

Bedroom

Master Bathroom

3068

30683068

2668

3068

3068

6'-6

"

12'-7

"5'

-2"

5'-9

"

Closet

Closet

3068

Master Bedroom

3068

Living

Rm

ELECFIREPLACE

BELOW SHELF

17'-11"12'-5 1/4"6'-3 3/4"

12'-10 7/8"12'-7 1/8"

Deck

11'-2"25'-6"

Closet

6068SGD

36'-8"

UNIT 1C

ACCESSIBLE

5040HS

5040

HS

6068SGD

Bedroom

Living

Rm

11'-2"

Deck

3068

7'-0 1/2"

25'-3"

11'-2" 14'-1"

8'-0" 7'-0 1/2"3'-2"

3068

3068

14'-2"

76'-1"

WH

2668

Coats

4'-0"

5040

HS

5040HS

3068

4'-0"

Master Bathroom

Bedroom

3068

5040HS

30683068

3068

6'-6

"

3068

2668

6'-0

"12

'-7"

5'-2

"5'

-9"

WH

Closet

3068

Master Bedroom

3068

Living

Rm

ELECFIREPLACE

BELOW SHELF

17'-11"12'-5 1/4"

12'-10 7/8"

Deck

11'-2"

Closet

6068SGD

UNIT 1-B

ADAPTABLE

5040HS

UNIT 1A

ADAPTABLE

5040

HS

6068SGD

Bedroom

Living

Rm

Deck

3068

11'-2"

11'-2"

8'-0"3'-2"

3068

3068

76'-1"

2668

Coats

UPUP

2A3.0

1A3.0

16'-1

1"12

'-7"

12'-7

"

4'-8 3/8" 4'-0"

16'-1

1"

7'-0

21/

32"

3'-9

"

6'-6

"

12'-2

5/8

"11

'-3 3

/8"

4'-8

1/4

"

6'-0

"

16R

@6

7/8"

15T@

11"

16R

@6

7/8"

15T@

11"

UP

3'-5 3/4"

2'-1

1/2

"3'

-5 3

/4"

3'-10 13/16" 5'-0 13/16"

4'-2

3/4

"

1'-1

1 3/

8"2'

-4 3

/4"

1'-1

1/4

"

2'-3 3/4"

2'-3

3/4

"

Breezeway

Kitchen

Bathroom

2668

LIN

EN

W

D

Closet

Laundry

WH

2668

Coats

6068

5068

3'-6"

3'-9

"1'

-11

1/2"

2'-9

1/2

"

DW

Kitchen

Bathroom

2668

LIN

EN

W

D

Closet

Laundry

WH

2668

Coats

6068

5068

3'-6"

1'-1

1 1/

2"2'

-9 1

/2"

GFCI

34" HT.

RE

F

BathroomLaundry

Linen

Kitchen

5068

2668 30

68ENTRY

FOYER

WD

BathroomLaundry

Linen

Kitchen

5068

2668

3068ENTRY

FOYER

W D

13'-7 5/16"6'-1 7/8"6'-5 9/16"

1'-6

"

4'-0

"

2'-0

1/2

" 8'-1

0 1/

2"

4'-9"

3'-2"

UNIT 1D

ADAPTABLE5'-8

1/4

"

0'-3 3/4"

5'-8

1/4

"

12'-7 1/8"

25'-6"

36'-8"

7'-0 1/2"

25'-3"

14'-1"

14'-2"

0'-3 1/2"

DSDS DS DS

DSDS DS DS

Closet

Fire Sprinkler

Room

1 1/2" DIAMETERHANDRAIL @ +34" AFFAT EACH SIDEOF STAIR, TYP.

ELECFIREPLACEBELOW SHELF


WATER HEATERACCESS PANEL




34" HT.

34" HT.SNACK BAR

34" HT.SNACK BAR

34" HT.SNACK BAR

34" HT.SNACK BAR

A2.0

1

A2.0

2

A2.03

A2.0 4

DW

RE

F

DW

3068

3068

DW

5'-0"

7'-5

3/4

"

2'-0"

4'-3 13/16"

2'-5

"

3'-3

5/8

"

2'-2"

1/2" GYPSUM BOARD

2x4 WOOD STUD@ 16" O.C.

R-11 BATT INSULATION (OPTIONAL)

1/2" STRUCTURAL SHEATHING

BUILDING WRAP

CEMENT BOARD SIDING

WALL TYPE '4'- 2x4 EXTERIOR- NON LOAD BEARING

3 1/2"

1/2" GYPSUM BOARD


WALL TYPE '3'- 2x4 INTERIOR- NON LOAD BEARING

3 1/2"

5/8" GYPSUM BOARD



BUILDING WRAP

CEMENT BOARD SIDING

WALL TYPE '1'- 2x6 EXTERIOR- LOAD BEARING

R-21 BATT INSULATION

1/2" GYPSUM BOARD


WALL TYPE '5'- 2x6 INTERIOR- LOAD BEARING

5 1/2"

WALL TYPE '2'- 2x4 INTERIOR- LOAD BEARING

5/8" TYPE 'X' GYPSUM BOARD(2) LAYERS EACH SIDE


R-11 BATT INSULATION (SOUND)

1" AIR SPACE

1 1/4" 8" 1 1/4"

3 1/2" 3 1/2"

WALL TYPE '1A' - SAME AS WALL TYPE '1' EXCEPT:- UL-U356 1 HR RATED W/ 5/8" TYPE 'X' GYP. BD.- STC50

- 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.

WALL TYPE '4A' - SAME AS WALL TYPE '4' EXCEPT:- WALL TO USE 2x6 WOOD STUDS @ 16" O.C.

LEGEND:

INDICATES WALLS THAT REQUIREA DRAFTSTOP ABOVE FROM TOPOF WALL TO BOTTOM OF FLOOROR ROOF DECK ABOVE.DRAFTSTOP CAN BE 1/2" GYP. BD.OR 3/8" STRUCTURAL PANEL OR3/8" PARTICLE BOARD OR 1"NOMINAL WOOD

1 A1.0

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GROUND FLOOR PLAN

1

4'-9"

6'-6 3/4"

3'-4"

3'-2 1/2"

3'-7 3/8"

2'-9"

3'-6"

59'-0

"

5040

HS

4'-0" 4'-0"

3'-2"5040HS

5040HS

3068

Bedroom

Master Bathroom

3068

30683068

2668

3068

3068

6'-6

"

12'-7

"5'

-2"

5'-9

"

Closet

Closet

3068

Master Bedroom

3068

Living

Rm

ELECFIREPLACE

BELOW SHELF

17'-11"12'-5 1/4"6'-3 3/4"

12'-10 7/8"12'-7 1/8"

Deck

11'-2"25'-6"

Closet

6068SGD

36'-8"

UNIT 2D

UNIT 2C

5040HS

5040

HS

6068SGD

Bedroom

Living

Rm

11'-2"

Deck

3068

7'-0 1/2"

25'-3"

11'-2" 14'-1"

8'-0" 7'-0 1/2"3'-2"

3068

3068

14'-2"

76'-1"

WH

2668

Coats

3'-2"

4'-0"

5040

HS

5040HS

3068

4'-0"

Master Bathroom

Bedroom

3068

5040HS

30683068

3068

6'-6

"

3068

2668

6'-0

"12

'-7"

5'-2

"5'

-9"

WH

Closet

Closet

3068

Master Bedroom

3068

Living

Rm

ELECFIREPLACE

BELOW SHELF

17'-11"12'-5 1/4"6'-3 3/4"

12'-10 7/8"12'-7 1/8"

Deck

11'-2"25'-6"

Closet

6068SGD

36'-8"

UNIT 2B

5040HSUNIT 2A

5040

HS

6068SGD

Bedroom

Living

Rm

Deck

3068

11'-2"7'-0 1/2"

11'-2" 14'-1"

25'-3"

7'-0 1/2"8'-0"3'-2"

3068

3068

14'-2"

76'-1"

2668

Coats

2A3.0

1A3.0

16'-1

1"12

'-7"

12'-7

"

4'-8 3/8" 4'-0"

16'-1

1"

7'-0

21/

32"

3'-9

"

6'-6

"

12'-2

5/8

"11

'-3 3

/8"

4'-8

1/4

"

6'-0

"

3'-5 3/4"2'

-1 1

/2"

3'-5

3/4

"

3'-10 13/16" 5'-0 13/16"

4'-2

3/4

"

1'-1

1 3/

8"2'

-4 3

/4"

1'-1

1/4

"

2'-3 3/4"

2'-3

3/4

"

Breezeway

DW

Kitchen

Bathroom

2668

LIN

EN

W

D

Closet

Laundry

WH

2668

Coats

6068

5068

3'-6"

3'-9

"1'

-11

1/2"

2'-9

1/2

"

GFCI

DW

Kitchen

Bathroom

2668

LIN

EN

W

D

Closet

Laundry

WH

2668

Coats

6068

5068

3'-6"

1'-1

1 1/

2"2'

-9 1

/2"

GFCI

RE

F

BathroomLaundry

Linen

Kitchen

5068

2668 30

68ENTRY

FOYER

WD

BathroomLaundry

Linen

Kitchen

5068

2668

3068ENTRY

FOYER

W D

13'-7 5/16"6'-1 7/8"6'-5 9/16"

1'-6

"

4'-0

"

2'-0

1/2

" 8'-1

0 1/

2"

4'-9"

16R

@6

7/8"

15T@

11"


DN

2'-0

3/4

"

2'-0

3/4

"

16R

@6

7/8"

15T@

11"


Fire Sprinkler

Room






34" HT.SNACK BAR

34" HT.SNACK BAR

34" HT.SNACK BAR

34" HT.SNACK BAR

A2.0

1

A2.0

2

A2.03

A2.0 4

RE

F



BUILDING WRAP

CEMENT BOARD SIDING

WALL TYPE '6'- 2x6 EXTERIOR

3/4" LIGHTWEIGHTCONCRETE

3/4" T&G PLYWOOD

11 7/8" TGI WOOD JOIST@ 16" O.C.

5/8" TYPE 'X' GYP. BD.

FLOOR ASSEMBLY- 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

1 1/2" MINERAL WOOLINSULATION BATTS

RESILIANT CHANNELS

5 1/2"

LEGEND:

INDICATES WALLS THAT REQUIREA DRAFTSTOP ABOVE FROM TOPOF WALL TO BOTTOM OF FLOOROR ROOF DECK ABOVE.DRAFTSTOP CAN BE 1/2" GYP. BD.OR 3/8" STRUCTURAL PANEL OR3/8" PARTICLE BOARD OR 1"NOMINAL WOOD

1 A1.1

SECOND FLOORPLAN

NOTE: REFER TO SHEET A1.0 FOR BALANCEOF SIMILAR INFORMATION

1

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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

ROOF VENT CALCULATIONS:- 1/300TH OF AREA REQUIRED- 1/600TH AT EAVE- 1/600TH AT RIDGE

4817 SQ. FT. / 300 = 16 SQ. FT.

8 SQ. FT. @ EAVE REQUIRED8 SQ. FT. @ RIDGE REQUIRED

REQUIRED VENTING:- USE ROOF VENTS @ RIDGE. 1 SQ. FT. EACH EQUALLY SPACED

- PROVIDE 1" DIAMETER HOLE W/ BIRD SCREEN IN BLOCKING @ EACH TRUSS BAY.

6:12SLOPE

6:12SLOPE6:12

SLOPE6:12

SLOPE

6:12SLOPE

6:12SLOPE

6:12SLOPE

6:12SLOPE 6:12

SLOPE6:12

SLOPE

6:12SLOPE

6:12SLOPE

4:12

SLO

PE

4:12

SLO

PE

ROOF VENT(TYPICAL)

RIDGE

DOWNSPOUT(TYPICAL)

DOWNSPOUT(TYPICAL)

DOWNSPOUT(TYPICAL)

DOWNSPOUT(TYPICAL)

SHEET METAL GUTTER(TYPICAL)

SHEET METAL GUTTER(TYPICAL)

RID

GE

RID

GE

RID

GE

RID

GE

VALL

EY

VALL

EY

VALL

EY

VALL

EY

VALL

EYVALLEY

VALLEY

VALLEY

VALLEY

VALLEY

RID

GE

VALLEYVALLEY

RID

GE

A1.3

7

8

5

6

1

6/22/2012

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A1.2

1st Floor0' - 0"

1st Floor0' - 0"

1st Floor0' - 0"

1st Floor0' - 0"

1st Floor0' - 0"

1st Floor0' - 0"

1st Floor0' - 0"

1st Floor0' - 0"

6'-6 3/4"

3'-4"

UNIT 1C

5040HS

5040

HS

6068SGD

Bedroom

Living

Rm

Deck

3068

3068

3068

2A3.0

12'-7

"

4'-8 3/8" 4'-0"

16'-1

1"

7'-0

21/

32"

3'-9

"

6'-6

"

12'-2

5/8

"11

'-3 3

/8"

4'-8

1/4

"

6'-0

"

16R

@6

7/8"

15T@

11"

UP

Breezeway

Kitchen

DLaundry

6068

3'-6"

DW

Kitchen

Bathroom

2668

LIN

EN

W

D

Closet

Laundry

WH

2668

Coats

6068

5068

3'-6"

1'-1

1 1/

2"2'

-9 1

/2"

GFCI

34" HT.

RE

F

5'-8

1/4

"

DSDS

F



34" HT.SNACK BAR

A2.0 4

DW

3068

3068

5'-0"

7'-5

3/4

"

2'-0"

4'-3 13/16"

2'-5

"

3'-3

5/8

"

2'-2"

6/22/2012

UNIT PLAN -ACCESSIBLE

1/4" = 1'-0"1 1B1B - UNIT PLAN - ACCESSIBLE

1/4" = 1'-0"2 Elevation 1 - a (Accessible) 1/4" = 1'-0"3 Elevation 1 - b (Accessible)

1/4" = 1'-0"4 Elevation 1 - c (Accessible) 1/4" = 1'-0"5 Elevation 1 - d (Accessible)


1/4" = 1'-0"8 Elevation 2 - c (Accessible) 1/4" = 1'-0"9 Elevation 2 - e (Accessible)

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A1.3

5040

HS

5040HS

3068

Master Bathroom

Bedroom

3068

5040HS

30683068

3068

2668

2668

WH

Closet

Closet

3068

Master Bedroom

3068

Living

Rm

ELECFIREPLACE

BELOW SHELF

Deck

Closet

6068SGD

2668

Coats

15R

@7

5/16

"14

T@11

"

UP

Bathroom

Laundry

Linen

Kitchen

5068

2668 30

68ENTRY

FOYER

WD

A1.6 5

2

3

4

A1.6 9

6

7

8

A1.6

10

1st Floor0' - 0"

1st Floor0' - 0"

1st Floor0' - 0"

1st Floor0' - 0"

1st Floor0' - 0"

1st Floor0' - 0"

1st Floor0' - 0"

1st Floor0' - 0"

1st Floor0' - 0"

6/22/2012

UNIT PLAN -ADAPTABLE

1/4" = 1'-0"1 2B2B - UNIT PLAN - ACCESSIBLE





1/4" = 1'-0"10 Elevation 2 - e (Accessible)

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A1.4

1

1st Floor0' - 0"

2nd Floor9' - 1 3/4"

Foundation-2' - 4"

Grade-0' - 8"

HARDI SHAKE SIDING

1st Floor0' - 0"

2nd Floor9' - 1 3/4"

ASPHALT COMPSHINGLE ROOF

HARDI PLANKLAP SIDING

CULTURED STONECOLUMN BASE

VINYLWINDOW.SLIDER. TYP.

HARDIPANELSIDING W/ 1xBATTENS

1st Floor0' - 0"

2nd Floor9' - 1 3/4"

ASPHALT COMPSHINGLE ROOF

HARDI PLANKLAP SIDING

CULTURED STONECOLUMN BASE

VINYLWIDOW.

SLIDER. TYP.

HARDIPANELSIDING W/ 1x

BATTENS

1st Floor0' - 0"

2nd Floor9' - 1 3/4"

Foundation-2' - 4"

Grade-0' - 8"

HARDI SHAKE SIDING

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 DOOR10 - METAL FINISH 6 PANEL DOOR11 - METAL FINISH FULL LITE DOOR12 - COMPOSITION ROOF SHINGLES13 - CEMENT BOARD ROOF FASCIA14 - METAL FINISH ROOF GUTTERS15 - METAL FINISH PREFABRICATED STAIR16 - METAL FINISH PREFABRICATED RAILING17 - METAL FINISH ROOF HAT VENT18 - METAL FINISH LOUVERED ATTIC VENT

EXTERIOR KEYNOTES

1 2

3 4

A2.0

EXTERIORELEVATIONS

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1st Floor0' - 0"

2nd Floor9' - 1 3/4"

T.P.

Ridge

1st Floor0' - 0"

2nd Floor9' - 1 3/4"2nd Floor

18' - 3 1/2"

2nd Floor T.P.17'-2 7/8"

17'-2

7/8

"

Ridge26'-6"

8'-1

1/8

"1'

-0 5

/8"

1'-0

5/8

"8'

-1 1

/8"

29'-5

1/2

"



INTERIOR BEARING WALL

EXTERIOR BEARING WALL

MANUFACTURED ROOFTRUSSES @ 24" O.C.

R-10 RIGID SLAB INSULATION

4" CONCRETE SLAB ON GRADE

MANUFACTURED ROOFTRUSSES @ 24" O.C.

HARDI SOFFIT PANEL

26'-6"

+42"GUARDRAIL.TYPICAL

HARDI SOFFIT PANEL

BREEZEWAY

BREEZEWAY

8x8 WD. COLUMNW/ 1x PTD. WD. WRAP.TYPICAL

3'-3

"

4" CONCRETE\SLAB ON GRADE.SEE STRUCTURAL

DRAFT STOP OF 12" OSB OR GYP. BD. OVER

TRUSS. LOCATE PER PLANS.

3" CONC. OVERWP MEMBRANE.SEE STRUCT

1

2

A3.0

BUILDING SECTIONS

NOTE: SEE FLOOR PLAN FOR DRAFT STOP LOCATION AND DETAILS

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1st Floor0' - 0"

2nd Floor9' - 1 3/4"

2nd Floor T.P.17' - 2 7/8"

Foundation-2' - 4"

Grade-0' - 8"

4" CONCRETE SLAB ON GRADE

GUARDRAIL WITH ATTACHMENTPER MANUFACTURERSINSTALLATION INSTRUCTIONS

SLOPE1/4"/FT.

DECK

PATIO

RIPPED 2x10 JOISTS @ 16" O.C.

MEMBRANE SYSTEM FINISHVENTILATION AS REQUIRED

GUARDRAIL WITH ATTACHMENTPER MANUFACTURERSINSTALLATION INSTRUCTIONS

8A4.0

9A4.0

8A4.0

10A4.0

6" CRUSHED GRAVEL-COMPACTED

1/2" O.S.B. EXTERIOR SHEATHING

(1) 11 7/8" RIM

R-38 BATT INSULATION1" AIR SPACE MINIMUM

VENILATION PER CODE

ENGINEERED ROOF TRUSS@ 24" O.C.

1/2" GYPSUM DRYWALL

2x6 STUDS @ 16" O.C.


ROOF SHEATHING 23/32" EXPOSURE 1APA RATED PLYWOOD OR OSBSEE STRUCTURAL FOR NAILING

FLOOR SHEATHING 23/32" EXPOSURE 1APA RATED PLYWOOD OR OSB SEESTRUCTURAL FOR NAILING.GLUE REQUIRED ON EVERY JOIST.

(2) 2x6 TOP PLATE

1'-4"

8"4" CONCRETE SLAB

R-5 RIGID FOAM INSULATION

6 MIL VISQUEEN VAPOR BARRIER

5/8" GYPSUM DRYWALL OVERRESILIENT CHANNELS

2x6 P.T. MUD SILL

2x6 STUDS @ 16" O.C.

BUILDING WRAP

PERFORATED DRAIN TILEGRAVEL FILL

UNEXCAVATED SOILCONCRETE FOOTING & WALL

BEVELED SLAB EDGE

5/8" GYPSUM DRYWALL

7/8" LIGHTWEIGHT CONCRETE

CEMENT BOARD SIDING

1/2" PLYWOOD OR OSB SHEATHING


1/2" GYPSUM DRYWALL

11 7/8" TJI 210 @ 16" O.C.

MIN 1-1/2" MINERAL WOOL BATTS -2.5PCF

2

A4.1

2'-0"

15# FELTSIDING OVERCEM. BD. LAP

5/4x4

SEALANT

SPFD

METAL

G.B.5/8"

EDGE

EDGEMETAL

SEALANT

SPFD5/4x4

R.O

.

5/8" G.B.

4' UNDER FELTTYPICAL

HEAD, RUN UPFLASHING AT26GA. PREFIN

WITH INSUL.AT HEADFILL VOID

DOORASSEMBLY

MFR'STHRESHL'DSET INMASTIC

ASSEMBLYDOORAL. PATIO

5/8" G.B.

METALEDGE

HEADFLASHING AT METAL "Z" 26 GA. PREFIN

5/4 x4SPFD TRIM

SEALANT

5/8" G.B.

TRIM

TRIM

R.O

.

METALEDGE

SEALANT

OAK SILL

MTL.EDGES

5/4x3 1/2" SPFDTRIM BD.

COMP LAPSIDING

CAULK

3 1/2"

3 1/

2"

CONTINUOUS BEAD OF SEALANT

INSULATINGGLAZINGUNITS INVINYLFRAME

4"

1/2"±

DOOR OR SLIDERDOOR ORSLIDER THRESHOLD

SHEET METAL THRESHOLD FLASHING

DEX-O-TEXTRAFFIC TOPPING

DEX-O-TEXWATERPROOFMEMBRANE

DEX-O-TEXSLIP SHEET

1XPAINTEDWD. TRIM

5/4 x 12PAINTED WD. TRIM

HARDI SOFFITPANEL

RIPPED 2x10SEE STRUCT

LAP SIDINGABOVE

1/2"

MA

X.

12

3

4

5

6

7

8

9

10

11A4.0

WALL SECTIONS

1

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WALL ASSEMBLY AS NOTED

GYP. BD.

EXTERIOR SIDING PER PLAN

PRE-FINISHED METAL FLASHING

WEATHER RESISTANT BARRIER

2X BELLY BAND

PROVIDE SEALANT AT TOP OF SIDING

WEATHER RESISTANT BARRIER

1/2" SHEATHING

1

6/22/2012

WINDOW FLASHINGDETAILS

A4.1

1

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21

UPUP

HORIZONTAL COOKHOOD/FAN VENTTHROUGH CEILINGJOISTS

BATHROOM VENTTHROUGH CEILING

DRYER VENTTHROUGH WALL

BATHROOM VENTTHROUGH WALL

KITCHEN VENTTHROUGH WALL

BATHROOM VENTTHROUGH WALL

DRYER VENTTHROUGH WALL

TJI PERSTRUCTURAL

3/4" T&G PLYWOOD 3/4" TOPPING SLAB

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

TJI PERSTRUCTURAL

3/4" T&G PLYWOOD

2 LAYERS OFGYP. BD. (TYP.)

3/4" TOPPING SLAB

RESILIANT CHANNELS PER MANUF.

1 LAYER OF 5/8" TYPE 'X' GYP. BD.

2X BLOCKING @ EA ENDOF BLOCKOUT FOR FAN

UNIT

26 GA. (MIN) VENTTHROUGH THE JOIST

BAY. FIRE CAULKEDAROUND ANY

PENATRATION

26 GA. (MIN) FAN UNITENCLOSURE. FIRE

CAULK AROUND ENTIREOPENING

EXTERIOR WALL SHEATHINGAND SIDING

5/8" GYP. BD. ON ALL SIDES

2X BLOCKING

2X STUDS

5/8" GYP. BD. ON ALL SIDES

2X BLOCKING

RATED WALLS GENERAL NOTE:ALL OPENINGS IN RATED ASSEMBLES SHALL BE PROTECTED WITH APPROVED FIRE DAMPERS, ORAS PER DETAIL. PENETRATIONS IN RATED ASSEMBLIES SHALL BE FIRE CAULKED WITH 'HILTI'FS-ONE FIRESTOP SEALANT OR EQUAL. INSTALL CAULKING PER MANUFACTURERS SPECIFICATIONS.

1/4" = 1'-0"1 Unit Venting Plan

1/8" = 1'-0"2 1 Hour Soffit Chase

1/8" = 1'-0"3 Fan Equipment and Vent In Joist Space

1/8" = 1'-0"4 Utility Penetrations @ 1 Hr Assemblies

6/22/2012

DUCTING ANDVENTILATION PLAN

WHOLE HOUSE FAN: PANASONIC WHISPERGREEN FV-08VQC5 80 CFM, CONSTANT VOLUME, MOTION SENSOR, HUMIDISTATCONTROLLED. FAN TO BE ON A TIMER TO OPERATE UNIT AUTOMATICALLY AND ALSO HAVE A MANUALSWITCH TO CONTROL USE IN BATHROOM.

INTAKE AIR: PROVIDE WINDOW SLOTS IN EACH ROOM. IN WINDOWLESS ROOMS PROVIDE PASSING WALL VENTSWITH DAMPERS.

HEAT SOURCE: PROVIDE MARKEL IN-WALL HEATERS (TYP.)

BATHROOM EXHAUST FAN: 70 CFM REQUIREDKITCHEN EXHAUST FAN: 175 CFM REQUIREDLAUNDRY ROOM EXHAUST FAN: 20 CFM REQUIRED

MARKEL IN WALL HEATER (TYP.)

NOTE:1. DESIGN IS TO SHOW CODE COMPLIANCE AND ESTIMATING PROVISIONS. FINAL DESIGN BY G.C. AND OWNER.2. ALL EXHAUST VENTS MIN. OF 3 FEET FROM OPERABLE WINDOWS.

1

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A5.0

GENERAL NOTES:

1. ALL PENATRATIONS IN THE FIRE WALLS TO BE FIRE CAULKED.2. ALL VENT PIPING TO BE MIN. 26. GA. ALL VENTING TO BE RUN IN JOIST

CAVITIES. WHENEVER PIPING PENATRATES A RATED ASSEMBLY IT MUSTBE FIRE CAULKED.

3. ALL FAN EQUIPMENT PLACED IN THE RATED CEILING ASSEMBLY TO HAVEA 26 GA. HOUSING AND FIRE CAULKED AROUND THE PENATRATION. FANUNIT INSTALLED INTO THE JOIST CAVITITIES TO MEET DETAIL 3 ON THISPAGE.

2

2

2

UPUP

UP

3" MINIMUM SEALEDRADON VENT PIPE (TYP.)TO BE VENTED THROUGHTHE ROOF (TYP.)

3" MINIMUM SEALEDRADON VENT PIPE(TYP.)TO BE VENTEDTHROUGHTHE ROOF (TYP.)

RADON MITIGATION NOTES

AGGREGATE

A LAYER OF AGGREGATE OF 4-INCH MINIMUM THICKNESS SHALL BE PLACED BENEATH CONCRETE SLABS. THE AGGREGATESHALL 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) "COURSEAGGREGATE FOR PORTLAND CEMENT CONCRETE," OR ANY EQUIVALENT SUCCESSOR STANDARDS. AGGREGATESIZE 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 WITHASTM 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 BEARINGCHARACTERISTICS, 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 OFAT LEAST 6 MIL, OR EQUIVALENT FLEXIBLE SHEET MATERIAL, SHALL BE EITHER PLACED DIRECTLY UNDER ALL CONCRETESLABS SO THAT THE SLAB IS IN DIRECT CONTACT WITH THE MEMBRANE, OR ON TOP OF THE AGGREGATE WITH 2 INCHESMINIMUM OF FINE SAND OR PEA GRAVEL INSTALLED BETWEEN THE CONCRETE SLAB AND MEMBRANE. THE FLEXIBLESHEET SHALL EXTEND TO THE FOUNDATION WALL OR TO THE OUTSIDE EDGE OF THE MONOLITHIC SLAB. SEAMS SHALLOVERLAP AT LEAST 12 INCHES. THE MEMBRANE SHALL ALSO BE FITTED TIGHTLY TO ALL PIPES, WIRES, AND OTHERPENETRATIONS OF THE MEMBRANE AND SEALED WITH AN APPROVED SEALANT OR TAPE. ALL PUNCTURES OR TEARSSHALL BE REPAIRED WITH THE SAME OR APPROVED MATERIAL AND SIMILARLY LAPPED AND SEALED.

SEALING OF PENETRATIONS AND JOINTS

ALL PENETRATIONS AND JOINTS IN CONCRETE SLABS OR OTHER FLOOR SYSTEMS AND WALLS BELOW GRADE SHALL BESEALED 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 TOMANUFACTURER'S SPECIFICATIONS. THE SEALANT SHALL BE PLACED AND TOOLED IN ACCORDANCE WITH MANUFACTURER'SSPECIFICATIONS. THERE SHALL BE NO GAPS OR VOIDS AFTER THE SEALANT HAS CURED.

RADON VENT

ONE CONTINUOUS SEALED PIPE SHALL RUN FROM A POINT WITHIN THE AGGREGATE UNDER EACH CONCRETE SLAB TO A POINTOUTSIDE THE BUILDING. JOINTS AND CONNECTIONS SHALL BE PERMANENTLY GAS TIGHT. THE CONTINUOUS SEALED PIPE SHALLINTERFACE WITH THE AGGREGATE IN THE FOLLOWING MANNER, OR BY OTHER APPROVED EQUAL METHOD. THE PIPE SHALL BEPERMANENTLY CONNECTED TO A "T" WITHIN THE AGGREGATE AREA SO THAT THE TWO END OPENINGS OF THE "T" LIE WITHIN THEAGGREGATE AREA. A MINIMUM OF 5 FEET OF PERFORATED DRAIN PIPE OF 3 INCHES MINIMUM DIAMETER SHALL JOIN TO ANDEXTEND FROM THE "T". THE PERFORATED PIPE SHALL REMAIN IN THE AGGREGATE AREA AND SHALL NOT BE CAPPED AT THEENDS. THE "T" AND ITS PERFORATED PIPE EXTENSIONS SHALL BE LOCATED AT LEAST 5 FEET HORIZONTALLY FROM THE EXTERIORPERIMETER OF THE AGGREGATE AREA.

THE CONTINUOUS SEALED PIPE SHALL TERMINATE NO LESS THAN 12 INCHES ABOVE THE EAVE, AND MORE THAN 10 HORIZONTALFEET 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 BESMOOTH 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 EXTENTPRACTICABLE, THE SEALED PIPE SHALL BE LOCATED INSIDE THE THERMAL ENVELOPE OF THE BUILDING IN ORDER TO ENHANCEPASSIVE STACK VENTING.

EXCEPTION:

A FAN FOR SUBSLAB DEPRESSURIZATION SYSTEM INCLUDES THE FOLLOWING:1. SOIL-GAS RETARDER MEMBRANE AS SPECIFIED IN SECTION 1203.6.3.2.42. SEALING OF PENETRATIONS AND JOINTS AS SPECIFIED IN SECTION 1203.6.3.2.53. A 3-INCH CONTINUOUS SEALED RADON PIPE SHALL RUN FROM A POINT WITHIN THE AGGREGATE UNDER EACH CONCRETE

SLAB TO A POINT OUTSIDE THE BUILDING4. JOINTS AND CONNECTIONS SHALL BE GAS TIGHT, AND MAY BE OF EITHER PVC SCHEDULE 40 OR ABS SCHEDULE OF

EQUIVALENT IN WALL THICKNESS5. A LABEL OF "RADON VENT" SHALL BE PLACED ON THE PIPE SO AS TO REMAIN VISIBLE TO AN OCCUPANT6. FAN CIRCUIT AND WIRING AS SPECIFIED IN SECTION 1203.6.3.2.7 AND A FAN

IF THE SUBSLAB DEPRESSURIZATION SYSTEM IS EXHAUSTED THROUGH THE CONCRETE FOUNDATION WALL OR RIM JOIST, THEEXHAUST TERMINUS SHALL BE A MINIMUM OF 6 FEET FROM OPERABLE WINDOWS OR OUTDOOR AIR INTAKE VENTS AND SHALL BEDIRECTED 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 THERADON VENT PIPE'S POINT OF EXIT FROM THE BUILDING, OR SHALL BE OUTSIDE THE BUILDING SHELL; AND SHALL BE LOCATED SOTHAT THE FAN AND ALL DOWNSTREAM PIPING IS ISOLATED FROM THE INDOOR AIR. PROVISIONS SHALL BE MADE TO ALLOW FUTUREACTIVATION OF AN INLINE FAN ON THE RADON VENT PIPE WITHOUT THE NEED TO PLACE NEW WIRING. A 110 VOLT POWER SUPPLYSHALL BE PROVIDED AT A JUNCTION BOX NEAR THE FAN LOCATION.

SEPARATE AGGREGATE AREAS

IF THE 4-INCH AGGREGATE AREA UNDERNEATH THE CONCRETE SLAB IS NOT CONTINUOUS, BUT IS SEPARATED INTO DISTINCTISOLATED AGGREGATE AREAS BY A FOOTING OR OTHER BARRIER, A MINIMUM OF ONE RADON VENT PIPE SHALL BE INSTALLED INTOEACH SEPARATE AGGREGATE AREA.

EXCEPTION:

SEPARATE AGGREGATE AREAS MAY BE CONSIDERED A SINGLE AREA IF A MINIMUM 3-INCH DIAMETER CONNECTIONJOINING THE SEPARATE AREAS IS PROVIDED FOR EVERY 30 FEET OF BARRIER SEPARATING THOSE AREAS.

1/4" = 1'-0"1 Radon Mitigation

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RADON PIPING NOTES:1. ALL RADON PIPING TO BE SEALED TO PREVENT ANY LEAKS.2. ALL RADON PIPING MUST BE CLEARLY LABELED IN ALL WALL CAVITIES AND IN THE ATTIC SPACE.3. ALL PIPING ENCASED IN CONCRETE TO BE WRAPPED TO PREVENT DAMAGE, TYP.4. SLAB VENT PIPES ARE TO EXTEND A MINIMUM OF 5'-0" BEYOND ANY CONCRETE THAT ENCLOSES IT.5. 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.6. ANY PENATRATIONS IN THE FIRE WALL OR DRAFT-STOPPING ARE TO BE FIRE CAULKED AND SEALED PER

CURRENT CODE.7. ANY VENTING THROUGH THE ROOF HAS TO BE A MINIMUM OF 4'-0" AWAY FROM THE EDGE OF ANY FIRE WALL

OR ATTIC DRAFTSTOP.8. ANY RADON VENTS THROUGH THE ROOF MUST BE A MINIMUM OF 10'-0" FROM ANY OPENING OR AIR INTAKE.

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