HomeMy WebLinkAboutBLD2009-00219 - BLD Plot / Site Plans - 4/22/2009GREEN BUILDING PRACTICES:
I. WOOD:
A. USE SUSTAINABLY HARVESTED FSC-CERTIFIED WOOD FOR FRAMING & TRIM WHERE
POSSIBLE OR AS SPECIFIED BY ARCHITECT
B. SPACE FRAMING ON 24" CENTERS W/ DOUBLE TOP PLATE WHERE POSSIBLE; (VFY.
w/ STRUCTURAL ENGINEER)
C. USE ONLY SUSTAINABLY HARVESTED TROPICAL HARDWOOD TRIM OR CABINETS;
AS SPECIFIED BY ARCHITECT
D. USE ENGINEERED WOOD WHERE POSSIBLE -- VERIFY W/ ARCHITECT/STRUCTURAL
ENGINEER
E. USE INTERIOR DOORS CONSTRUCTED OF DOMESTICALLY GROWN WOOD WHERE
POSSIBLE; NO LUAN UNLESS OTHERISE SPECIFIED
F. USE REMILLED SALVAGED TIMBER WHERE POSSIBLE; AS APPROVED BY
ARCHITECT
2. INSULATION:
A. USE FORMALDEHYDE/CFC/HCFC- FREE FIBERGLASS INSULATION OR ULTRA TOUCH
NATURAL COTTON FIBER INSULATION WHERE POSSIBLE
B. INSULATE HEADERS WHERE POSSIBLE; SEE STRUCTURAL
C. FULLY INSULATE CORNERS (REQUIRES 2-STUD INSTEAD OF 3-STUD CORNERS) AND
AT INTERIOR/EXTERIOR WALL INTERSECTION WHERE POSSIBLE; SEE
STRUCTURAL
3. FINISHES AND PAINTS TO BE LOW VOC, UNLESS OTHERWISE SPECIFIED BY ARCHITECT
4. SUPPLIERS: USE LOCAL SUPPLIERS, WITHIN 500 MILES, WHENEVER POSSIBLE. ITEMS OVER
500 MILES TO BE APPROVED AND/OR SPECIFIED BY ARCHITECT.
5. BUILD TO "GREEN" CODES & SPECIFICATIONS:
A. MEET WASHINGTON STATE WATER USE EFFICIENCY STANDARDS
B. MEET STORMWATER/SITE DEVELOPMENT STANDARDS
C. MEET WASHINGTON STATE ENERGY CODE
D. MEET WASHINGTON STATE VENTILATION/IAQ CODE 1
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TAX PARCEL # 120205000009
20'-0"
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c_ E POINT WILSON RD.
SITE PLAN
1". 20'
c_ OF E PT. WILSON RD
SITE SECTION
1"=40'
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8.
APPLIANCES:
A. ENERGY & WATER -EFFICIENT APPLIANCES TO BE USED (HIGH EFFICIENCY WATER
HEATER), LOCATED NEAR POINT OF HIGHEST USE, INSULATE PIPE WITHIN 3 FEET
OF THE HWH, OR ON -DEMAND WATER HEATER @ FARTHEST POINT FROM
GREATEST USE. WHEN POSSIBLE USE SOLAR HOT WATER HEATER AS BACKUP.
B. APPLIANCES SHOULD HAVE ENERGY STAR OR ENERGY GUIDE LABLES 9.
IOBSITE:
A. REDDUCE JOBSITE WASTE; PREPARE JOBSITE RECYCLING PLAN AND POST ON SITE
B. USE SUPPLIERS WHO OFFER REUSABLE OR RECYCLABLE PACKAGING WHEN POSSIBLE
C. PROVIDE WEATHER PROTECTION FOR STORED MATERIALS
D. REQUIRE SUBCONTRACTORS TO PARTICIPATE IN WASTE REDUCTION EFFORTS & 10.
RECYCLING EFFORTS I I.
E. REUSE BUILDING MATERIALS WHERE POSSIBLE 12.
F. USE REUSABLE SUPPLIES FOR OPERATIONS SUCH AS CONSTRUCTION FENCES, TARPS,
REFILLABLE PROPANE TANKS
G. MOVE LEFTOVER MATERIALS TO NEXT JOB OR PROVIDE TO OWNER
H. SELL OR GIVE AWAY WOOD SCRAPS
I. SELL OR DONATE REUSABLE ITEMS
J. EMPLOY REUSABLE FORMS
K. SAVE AND REUSE SITE TOPSOIL
L. RECYCLE: CARDBOARD, METAL SCRAPS, WOOD SCRAP & BROKEN PALLETS,
PACKAGING, DRYWALL, CONCRETE/ASPHALT RUBBLE, ROCK AND BRICK, PAINT,
ASPHALT ROOFING, CARPET, CARPET PADDING, FLUORESCENT LIGHTS,
LANDCLEARING AND YARD WASTE, SOIL & SOD
M. SINGLE STABILIZED CONSTRUCTION ENTRY
N. LIMIT HEAVY EQUIPMENT USE ZONE TO LIMIT SOIL COMPACTION
CAULKING:
A. USE ADVANCED CAULKING TECHNIQUES: CAULK OR GASKET DRYWALL WHICH IS
INSTALLED ON EXTERIOR WALLS AT THE TOP & BOTTOM PLATES,
(E) GRAVEL DRIVE
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PROPERTY CORNER
GENERAL NOTES:
1. GENERAL CONTRACTOR SHALL VERIFY AND COORDINATE ALL EXISTING AND NEW
UTILITIES AND SITE CONDITIONS BEFORE AND DURING CONSTRUCTION. INFORM
ARCHITECT OF VARIATIONS BETWEEN CONTRACT DOCUMENTS AND EXISTING
CONDITIONS.
2. ALL WORK UNDER THIS CONTRACT SHALL COMPLY WITH THE CURRENT EDITIONS OF
ALL APPLICABLE CODES AND ORDINANCES. ALL METHODS, MATERIALS, AND
WORKMANSHIP SHALL CONFORM TO THE 2006 IRC, IMC, IFC, WASHINGTON STATE
AMENDMENTS, AND WASHINGTON STATE ENERGY CODE.
3. DO NOT SCALE DRAWINGS. NOTIFY ARCHITECT IN CASE OF ANY DISCREPANCIES.
4. DIMENSIONS ARE TO FACE OF MASONRY, FACE OF ROUGH FRAMING, CENTERLINE OF
COLUMN, OR CENTERLINE OF ROUGH OPENING, UNLESS NOTED OTHERWISE
5. TYPICAL INTERIOR PARTITIONS ARE 2X4 AT 16" O.C. U.N.O.
6. FLOOR LINE REFERS TO TOP OF FINISHED FLOOR, UNLESS NOTED OTHERWISE.
7. ALL DOORS NOT LOCATED BY DIMENSIONS ON PLANS, INTERIOR ELEVATIONS, OR
DETAILS SHALL BE 4" FROM FACE OF FINISHED WALL TO EDGE OF DOOR OPENINGS, OR
CENTERED BETWEEN ROOM PARTITIONS AND /OR OTHER BUILT-IN FIXTURES, AS
SHOWN.
8. VERIFY ALL ROUGH -IN DIMENSIONS FOR EQUIPMENT PROVIDED IN THIS CONTRACT OR
BY OTHERS.
9. VERIFY SIZE AND LOCATION OF, AND PROVIDE ALL OPENINGS THROUGH FLOORS AND
WALLS, FURRING CURBS, ANCHORS, INSERTS, MACHINE BASES, AND ROUGH BUCKS
AND BACKING FOR, SURFACE MOUNTED ITEMS. INSTALL ALL PIPING IN WALL AND
FLOOR SPACE WHERE STRUCTURALLY POSSIBLE.
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TO EMAIN
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436'-7"
PARCEL LENGTH
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WINDOWS AND DOORFRAMES, AT INTERSECTIONS WITH EXTERIOR
WALLS AT INTERIOR. CAULKED DRYWALL IS USED AT ELECTRICAL
PLUMBING & MECHANICAL PENTRATIONS INTO DRYWALL.
B. USE LOW -TOXIC, WATER -BASED, SOLVENT -FREE SEALERS, GROUTS, MORTARS,
CAULKS, AND ADHESIVES INSIDE THE HOUSE
SITE PROTECTION:
A. PRESERVE AS MUCH EXISITING NATIVE VEGETATION AS LANDSCAPING AS POSSIBLE
B. PROTECT TREES DURING CONSTRUCTION
C. REPLANT OR DONATE REMOVED VEGETATION FOR IMMEDIATE REUSE
D. GRIND LANDCLEARING WOOD AND STUMPS FOR REUSE
USE FORMALDEHYDE -FREE PLYWOOD & COMPOSITES WHERE POSSIBLE.
USE POLYETHELENE PIPING FOR PLUMBING (NO PVC) WHERE POSSIBLE
CONCRETE: USE FLYASH IN CONCRETE, REGIONALLY -PRODUCED BLOCK, RECYCLED
414.41'±
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436.60'±
OUTLINE OF (E) HOUSE TO BE
DEMO.
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PROPOSED
STRUCTURE
SETBACK LINE
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SHEET INDEX:
ARCHITECTURAL
AI.0 SITE PLAN, GEN. NOTES
A2.1 FIRST + SECOND FLR PLANS
A2.2 ROOF PLAN
A3.I EXTERIOR ELEVATIONS
A3.2 EXTERIOR ELEVATIONS
A4.I BUILDING SECTIONS
A4.2 WALL SECTIONS
A4.3 WALL SECTIONS
A4.4 CHIMNEY/FIREPLACE DETAILS
A6.I WIN. AND DR SCHEDS.
ELECTRICAL
E2. I ELECTRICAL PLANS
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EXIST. BULKHEADS
STRUCTURAL
SI.O GEN. STRUCT. NOTES
S 1.1 GEN. STRUCT. NOTES
S2.0 FOUNDATION PLAN
S2.I FIRST FLR. FRAMING
S2.2 SECOND + ROOF FRAMING
S3.0 TYP FOUND. DETS.
S3.I TYP CRAWL DETS.
S4.0 TYP WOOD DETS.
S4.I TYP WOOD DETS.
S4.5 SPECIFIC STRUCT. DETS.
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LOCATION OF (E) ACCESSORY
DWELLING UNITS TO REMAIN
10. PROVIDE SOLID BLOCKING BEHIND ALL WALL HUNG FIXTURES AND ACCESSORIES.
I I. THE SEISMIC ANCHORAGE OF THE WATER HEATER TO INCLUDE ANCHORS OR STRAPS
AT POINTS WITHIN THE UPPER & LOWER ONE-THIRD OF ITS VERTICAL DIMENSION. THE 16.
LOWER ANCHOR/STRAP LOCATED TO MAINTAIN A MINIMUMUN DISTANCE OF 4 17.
INCHES ABOVE THE CONTROLS. WATER HEATER TO BE PLACED 18" ABOVE FLOOR ON
PLATFORM.
12. ALL HOSE BIBS AND LAWN SPRINKLERS SHALL HAVE APPROVED BACKFLOW I8.
PREVENTION DEVICES.
13. GARAGE SEPARATION SHALL BE IN ACCORDANCE W/ IRC R309.2 19.
14. BATHROOMS/ SHOWERS. ALL FIXTURES SHALL BE INSTALLED ACCORDING TO SET-UP
INSTRUCTIONS. PLUMBING AND MECHANICAL PERMITS REQUIRED FOR ALL WORK. 20.
SHOWERS TO BE FINISHED WITH SMOOTH, HARD, NON-ABSORBANT SURFACE NOT
AFFECTED BY MOISTURE. SHOWERS AND LAVATORIES SHALL HAVE FLOW CONTROL
DEVICES OR AERATORS TO LIMIT TOTAL WATER FLOW RATE TO 3 GPM. TUB OR
SHOWER ENCLOSURE WALLS SHALL BE HARD NON -ABSORBENT SURFACE OVER W.R.
GWB TO HEIGHT NOT LESS THAN 70" ABOVE DRAIN. ANY GLAZING IN SHOWER OR
TUB DOORS OR ENCLOSURE WALLS SHALL BE TEMPERED OR SAFETY GLASS; ANY
GLAZING LESS THAN 60 INCHES ABOVE THE DRAIN IN BUILDING WALLS SHALL BE
TEMPERED OR SAFETY GLASS; IRC R308.4-SHOWER DOORS TO OPEN OUTWARDS; HOT 21.
WATER HEATERS INSTALLED PER IRC Chapter 20, 24, and 28.
15. EMERGENCY EXITING/EGRESS WINDOWS; per IRC R3 I0 MINIMUM ONE WINDOW OF
EXTERIOR WINDOW OR EXTERIOR DOOR IN EACH BEDROOM. 5.7 SF MINIMUM NET 22.
OPENING; 20" MINIMUM CLEAR VVIDTH; 24" MINIMUM CLEAR HEIGHT; EMERGENCY
ROOF PITCH:
.75/12
EXISTING/
USE HO / /
_a w SECOND FLOOR
$ 9'-0"
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cv FIRST FLOOR
ESCAPE AND RESCUE OPENING SHALL BE OPERATIONAL FROM THE INSIDE OF THE
ROOM WITHOUT THE USE OF KEYS OR TOOLS.
FIREBLOCKING & DRAFTSTOPS; per IRC R3I5, R502.12
GUARDRAILS; per IRC R3 I2 REQUIRED FOR ALL WALKING SURFACES 30" ABOVE 23.
ADJACENT GRADE OR FLOOR BELOW. 36" MINIMUM REQUIRED HEIGHT; MAXIMUM
CLEAR SPACE BETWEEN INTERMEDIATE RAILS TO BE LESS THAN 4".
INSULATION REQUIREMENTS; per 2006 WASHINGTON STATE ENERGY CODE: SEE ENERGY
SUMMARY A1.0
MECHANICAL & APPLIANCES: FURNACES, DUCTING, AND APPLIANCES per UMC Chapters
2, 3, 6, 7, 9, 13,
NATURAL LIGHT & VENTILATION; per IRC Section R303 EXTERIOR GLAZED OPENINGS TO
BE AREA AT LEAST I/10 OF FLOOR AREA OF HABITABLE ROOM; MINIMUM 10 SF. 24.
OPERABLE WINDOW AREA MUST BE 1/20 OF FLOOR AREA FOR NATURAL VENTILATION
OF HABITABLE ROOMS, MINIMUM 5 SF. BATHROOMS AND LAUNDRY ROOMS SHALL
HAVE NATURAL LIGHT AND VENTILATION NOT LESS THAN 1/20 OF THE FLOOR AREA;
MINIMUM 1.5 SF; UNLESS PROVIDED WITH A MECHANICAL AND VENTILATION SYSTEM 25.
CONNECTED DIRECTLY TO THE OUTSIDE CAPABLE OF PROVIDING FIVE AIR CHANGES
PER HOUR.
SMOKE ALARM; per IRC R3 13 PROVIDE AND INSTALL PER IRC LOCATIONS. ALL SMOKE 26.
ALARMS TO BE LISTED AND INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF
THIS CODE AND THE PROVISIONS OF NFPA 72. TO BE PLACED IN ALL SLEEPING ROOMS
STAIR DESIGN; per IRC R3I 1.5 MAXIMUM 7 3/4" RISE, MINIMUM 10" TREAD; MINIMUM 6'-8"
HEADROOM; MINIMUM 36" WIDE. TOP OF HANDRAIL TO BE 34"-38" ABOVE STAIR
MASON C
SITE P1_i
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PROPERTY CORNER
PROPERTY LINE @ SECTION CUT
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ELEV. 0'-0"
NOSING, MINIMUM I-1/4" IN CROSS SECTION AND MAXIMUM 2"; MINIMUM SPACE
BETWEEN HANDRAIL AND WALL TO BE I-1/2"; OPEN STAIRWAYS REQUIRE GUARDRAIL
PROTECTION; IRC Section R3 12
VENTILATION/ROOM; per WASHINGTON STATE ENERGY CODE KITCHEN EXHAUST TO
BE MINIMUM 100 CFM intermittent or 25 CFM continuous; BATHROOM AND LAUNDRY
EXHAUST TO BE MINIMUM 50 CFM intermittent or 20 CFM continuous; WHOLE HOUSE
EXHAUST TO BE MINIMUM 80 CFM (I bedroom), MAXIMUM 120 CFM (3 bedrooms). FANS
TO ACHIEVE REQUIRED FLOW RATE AGAINST 0.25 INCHES WATER GAUGE (W.G.)
PRESSURE WHEN TESTED AS PER HVI STANDARD 916, or AMCA Standard 210. VENT
DIRECTLY TO OUTSIDE (UNLESS CONNECTED TO HEAT RECOVERY SYSTEM) NOT LESS
THAN 3 FEET FROM OPERABLE WINDOW(S).
VENTILATION/ ROOF; per IRC R806 ONE SF NET -FREE VENTILATION AREA PER 150 SF OF
ROOF AREA, 50% OF VENT AREA TO BE LOCATED IN UPPER PORTION OF THE SPACE.
COVER WITH CORROSION -RESISTANT WIRE MESH WITH OPENING MIN. I/8"-MAX. 1/4" IN
DIMENSION. CROSS VENTILATION REQUIRED.
WALL COVERING FOR MIMIMUM THICKNESS AND APPLICATION OF GWB SEE IRC TABLE
R702.3.5 GWB SHALL BE USED OVER VAPOR RETARDER IN HIGH HUMIDITY AREAS SUCH
AS TUB/SHOWER ENCLOSURE CEILINGS. GWB TO BE RECYCLED GYPSUM WALL BOARD.
WOOD & FRAMING; per SUBMIT ENGINEERED FRAMING DETAILS TO BUILDING
DEPARTMENT. PROVIDE UPLIGHT AND SLIDING ANCHORAGE OF ALL WALLS,
COLUMNS, BEAMS, JOISTS, RAFTERS, AND/OR TRUSSES WITH APPROVED CONNECTORS;
SEE STRUCTURAL NOTES. FSC CERTIFIED WOOD TO BE USED FOR ALL FRAMED WALLS.
PROJECT DIRECTORY
SITE ADDRESS:
132I EAST POINT WILSON RD.
SHELTON, WA 98584
OWNER:
CHRISTOPHER + STEPHANIE
DALEY-WATSON
11268THW
SEATTLE WA 98119
(206) 465-1416
ARCHITECT:
PRENTISS ARCHITECTS, INC.
224 WEST GALER
SEATTLE, WASHINGTON 981 19
(206) 283-9930
CONTACT: KOZO NOZAWA
CONTRACTOR:
TERRY EVANS
STRUCTURAL ENGINEER:
QUANTUM CONSULTING ENGINEERS
I51 1 THIRD AVENUE
SEATTLE, WA 98101
(206) 957-3900
CONTACT: DAN FENTON, P.E., S.E.
www.quantumce.com
PROJECT DESCRIPTION
CONSTRUCTION OF A NEW SINGLE FAMILY
RESIDENCE: 3 BEDROOMS, 3 BATHROOMS
LEGAL DESCRIPTION
POINT WILSON TRACTS TR 9 & TAX I I34-A-2
LAND USE:
I BEDROOM TIDE RUN/LGN SW FR
TAX ASSESORS PARCEL NO.:
120205000009
ENERGY SUMMARY:
ALL NEW CONSTRUCTION WILL COMPLY WITH
THE FOLLOWING PRESCRIPTIVE REQUIREMENTS:
2006 WA STATE ENERGY CODE PRESCRIPTIVE
OPTION IV FOR CLIMATE I, R-3 W/ UNLIMITED
GLAZING:
GLAZING = U.35 MINIMUM VERTICAL/ U.58
OVERHEAD
GLAZED DOORS = U.40 MINIMUM
(PER 602.6 EXEMPTION 2)
SOLID DOORS = U.20 MINIMUM
(I) EXEMPT DOOR = 24 SF
(PER 602.6 EXEMPTION I)
WALLS = R-21
SLAB = R- I0 RIGID (FULLY INSULATED)
FRAMED FLOORS = R-30 BATTS
VAULTED CEILINGS = R-30 BATTS
OTHER CEILINGS = R-38 BATTS
SQUARE FOOTAGE:
NEW CONSTRUCTION
TOTAL NEW CONSTRUCTION:
IMPERVIOUS AREA:
PROPOSED GRAVEL
DRIVEWAY/PARKING
ROOF AREA OF ALL PROPOSED
BUILDINGS
PROPOSED DECKS, PATIOS,
COVERED PORCHES
PROPOSED SPORTS SURFACES
(TENNIS COURT,ETC.)
ROOF AREA OF ALL EXISTING
BUILDINGS BUILT
AFTER SEPT. I , 199 I
AREAD OF EXISTING DRIVEWAYS,
PARKING AREAS, DECKS, PATIOS,
AND SPORTS SURFACES BUILT
AFTER SEPT. I, 1991
TOTAL IMPERVIOUS
SURFACE AREA:
EXCAVATION/FILL:
NEW CONSTRUCTION: APPROX. CUBIC
YARDS OF EXCAVATION FOR FOOTINGS
AND FOUNDATION WALL - TO BE SPREAD
THROUGHOUT PROPERTY.
VICINITY PLAN
NTS
2155 SQ. FT.
2155 SQ. FT.
0 SQ. FT.
2155 SQ. FT.
480 SQ. FT.
0 SQ. FT.
0 SQ. FT.
0 SQ. FT.
2635 SQ. FT.
McMICKEN ISLAND
STATE PARK
SITE LOCATION
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BUILDINGS + LANDSCAPES
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ARCHITECT
STATE OF WASHINGTON
PROGRESS
SET
# DATE
NOTES
PRINT DATE: 03.26.2009
PROJECT ARCHITECT: KRN
DRAWN BY: KRN
SITE
PLAN
A1.0