20-103093-SITE PLAN67
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SITE PLAN
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� LEGAL DESCRIPTION
E 60 FT OF W 580.77 FT OF GL 4 LESS S 40 FT FOR RD
(t
NORTH
NELSON RESIOENC
ALTERATIONS AND REMODEL OF AN EXISTING SINGLE
WSEC ALTERATION WORKSHEET 2015 STATE ENERGY CODE
THE WASHINGTON STATE ENERGY CODE REQUIREMENTS FOR ALTERATIONS ARE LOCATED IN CHAPTER 5
ALTERATIONS (REMODELS) DO NOT NEED TO OBTAIN ENERGY CREDITS FROM TABLE R 406.2. ADDITIONS MEET
THE REQUIREMENTS FOR NEW CONSTRUCTION. THIS INCLUDES NON-COMMISSIONED SPACE BEING ALTERED
TO BECOME CONDITIONED SPACE.
WILL THE WALL CAVITIES BE EXPOSED?
IF YES: EXPOSED WALL CAVITIES MUST BE INSULATED.
* 2 X 4 WALLS REQUIRE R-15 INSULATION.
*2 X 6 WALLS REQUIRE R-21 INSULATION
WILL THE ROOF/CEILING FRAMING CAVITIES OR ATTIC BE EXPOSED?
IF YES: EXPOSED ROOF/ASSEMBLIES MUST BE INSULATED
* VAULTED CEILINGS: INSULATE TO FULL DEPTH OF THE FRAMING MEMBER WHILE ALLOWING
FOR THE MINIMUM 1" VENTILATED SPACE.
*FLAT CEILINGS: INSTALL R-49 INSULATION OR WHAT THE ATTIC SPACE CAN ACCOMMODATE BASED
ON THE ROOF PITCH.
WILL THE FLOOR FRAMING CAVITIES BE EXPOSED?
IF YES: EXPOSED FLOOR CAVITIES MUST BE INSULATED TO R-30
WILL THE WINDOWS AND/OR DOORS BEING REPLACED? (INCLUDES BOTH WINDOW AND DOOR FRAMES).
IF YES: NEW WINDOWS AND DOORS MUST HAVE AN AREA WEIGHTED AVERAGE U-FACTOR OF < 0.30
WILL THE COOLING SYSTEM BE REPLACED?
IF YES: NEW EQUIPMENT MUST MEET CURRENT REQUIREMENTS AND DUCTS NEED TO BE TESTED.
WILL THE HOT WATER SYSTEM BE ALTERED?
IF YES: NEW WATER HEATING EQUIPMENT MUST MEET CURRENT CODE REQUIREMENTS.
ARE MORE THAN 50% OF THE LIGHT FIXTURES BEING CHANGED?
IF YES: 75% OF ALL LAMPS MUST BE HIGH EFFICACY (LED OR CFL)
R503.1.1 BUILDING ENVELOPE: BUILDING ENVELOPE ASSEMBLIES THAT ARE PART OF THE ALTERATION SHALL
COMPLY WITH SECTION R402.1.1 OR R402.1.4, SECTIONS R402.2.1 THROUGH R402.2.11, R302.3.1, R402.3.2,
R402.4.3, AND R402.4.4.
EXCEPTION: THE FOLLOWING ALTERATIONS NEED NOT COMPLY WITH THE REQUIREMENTS FOR NEW
CONSTRUCTION PROVIDED THE ENERGY USE OF THE BUILDING IS NOT INCREASED:
1. STORM WINDOWS INSTALLED OVER EXISTING FENESTRATION.
2. EXISTING CEILING, WALL OR FLOOR CAVITIES EXPOSED DURING CONSTRUCTION PROVIDED THAT THESE
CAVITIES ARE FILLED WITH INSULATION. 2 X 4 WALLS SHALL BE INSULATED TO A MINIMUM OF R-15 AND 2
X 6 WALLS SHALL BE INSULATED TO A MINIMUM OF R-21.
3. CONSTRUCTION WHERE THE EXISTING ROOF, WALL OR FLOOR CAVITY IS NOT EXPOSED.
4. ROOF RECOVER.
5. ROOFS WITHOUT INSULATION IN THE CAVITY AND WHERE THE SHEATHING OR INSULATION IS EXPOSED
DURING RE -ROOFING SHALL BE INSULATED EITHER ABOVE OR BELOW THE SHEATHING.
6. SURFACE -APPLIED WINDOW FILM INSTALLED ON EXISTING SINGLE PANE FENESTRATION ASSEMBLIES TO
REDUCE SOLAR HEAT GAIN PROVIDED THE CODE DOES NOT REQUIRE THE GLAZING FENESTRATION TO BE
REPLACED.
R503.1.1.1 REPLACEMENT FENESTRATION. WHERE SOME OR ALL OF AN EXISTING FENESTRATION UNIT IS
REPLACED WITH A NEW FENESTRATION PRODUCT, INCLUDING SASH AND GLAZING, THE REPLACEMENT
FENESTRATION UNIT SHALL MEET THE APPLICABLE REQUIREMENTS FOR U-FACTOR AND SHGC IN TABLE R402.1.
R502.1.1.2 HEATING AND COOLING SYSTEMS. NEW HEATING, COOLING AND DUCT SYSTEMS THAT ARE PART OF
THE ADDITION SHALL COMPLY WITH SECTION R403.1, R403.2, R403.3, R403.5 AND R403.6.
EXCEPTION. THE FOLLOWING NEED NOT COMPLY WITH THE TESTING REQUIREMENTS OF SECTION R403.3.3.:
1. ADDITIONS OF LESS THAN 750 SQUARE FEET.
2. DUCT SYSTEMS THAT ARE DOCUMENTED TO HAVE PREVIOUSLY SEALED AS CONFIRMED THROUGH FIELD
VERIFICATION AND DIAGNOSTIC TESTING IN ACCORDANCE WITH PROCEDURES IN WSU RS-33.
3. DUCTS WITH LESS THAN 40 FEET IN UNCONDITIONED SPACES.
4. EXISTING DUCT SYSTEMS CONSTRUCTED, INSULATED OR SEALED WITH ASBESTOS.
R503.1.3 SERVICE HOT WATER SYSTEMS. NEW SERVICE HOT WATER SYSTEMS THAT ARE PART OF THE
ALTERATION SHALL COMPLY WITH SECTION R403.4.
R503.1.4 LIGHTING. NEW LIGHTING SYSTEMS THAT ARE PART OF THE ALTERATION SHALL COMPLY WITH SECTION
R404.1
EXCEPTION: ALTERATIONS THAT REPLACE LESS THAN 50 PERCENT OF THE LUMINARIES IN SPACE,
PROVIDED THAT SUCH ALTERATIONS DO NOT INCREASE THE INSTALLED INTERIOR LIGHTING POWER.
R503.2 CHANGE IN SPACE CONDITIONING. ANY NON -CONDITIONED OR LOW -ENERGY SPACE THAT IS ALTERED TO
BECOME CONDITIONED SPACE SHALL BE REQUIRED TO BE BROUGHT INTO FULL COMPLIANCE WITH THIS
CODE.
VICINITY MAP
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Go gle
Map data 02020 2000 h
CITY OF FEDERAL WAY
N
1408 Southwest
296th Street
SW 296th St SW 296th St
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1 1 2 3 1 4
E R MOD
FAMILY RESIDENCE
STAIRWAY NOTES
IRC R311.7.1 WIDTH: STAIRWAY SHALL NOT BE LESS THAN 36
INCHES
IRC R311.7.2 HEADROOM: STAIRWAYS SHALL HAVE A MINIMUM
HEADROOM CLEARANCE OF 80 INCHES MEASURED VERTICALLY
FROM A LINE CONNECTING THE EDGE OF THE NOSINGS.
IRC R311.7.5.1 RISERS: THE MAXIMUM RISER HEIGHT SHALL BE 7.75
INCHES. THE RISER SHALL BE MEASURED VERTICALLY BETWEEN
LEADING EDGES OF THE ADJACENT TREADS. THE GREATEST RISER
HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE
SMALLEST BY MORE THAN 3/8 INCH.
IRC R311.7.5.2 TREADS: THE MINIMUM TREAD DEPTH SHALL BE NOT
LESS THAN 10 INCHES. THE TREAD DEPTH SHALL BE MEASURED
HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST
PORTION OF ADJACENT TREADS AND AT A RIGHT ANGLE TO THE
TREAD'S LEADING EDGE. THE GREATEST TREAD DEPTH WITHIN ANY
FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY 3/8 INCH.
IRC R311.7.5.3 NOSINGS: THE RADIUS OF CURVATURE OF THE
NOSING SHALL BE NOT GREATER THAN 9/16 INCH. A NOSING NOT
LESS THAN 3/4 INCH BUT NOT MORE THAN 1-1/4 INCH SHALL BE
PROVIDED ON THE STAIRWAYS WITH SOLID RISERS. THE GREATEST
RISER NOSING PROJECTION SHALL NOT EXCEED THE SMALLEST
NOSING PROJECTION BY MORE THAN 3/8 INCH BETWEEN TWO
STORIES, INCLUDING THE NOSING AT THE LEVEL OF FLOORS AND
LANDINGS. BEVELING OF NOSING SHALL NOT EXCEED 1/2 INCH.
RISERS SHALL BE VERTICAL OR SLOPED FROM THE UNDERSIDE OF
THE LANDING EDGE OF THE TREAD ABOVE AT AN ANGLE NOT MORE
THAN 30 DEGREES FROM THE VERTICAL. OPEN RISERS ARE
PERMITTED PROVIDED THAT THE OPENING BETWEEN TREADS DOES
NOT PERMIT THE PASSAGE OF A 4 INCH DIAMETER SPHERE.
(EXCEPTIONS: A NOSING IS NOT REQUIRED WHERE THE TREAD
DEPTH IS A MINIMUM OF 11 INCHES.)
IRC R311.7.6 LANDINGS FOR STAIRWAYS: THERE SHALL BE A FLOOR
OR LANDING AT THE TOP AND BOTTOM OF EACH STAIRWAY. THE
WIDTH PERPENDICULAR TO THE DIRECTION OF TRAVEL SHALL BE
NOT LESS THAN THE WIDTH OF THE FLIGHT SERVED.... WHERE THE
STAIRWAY HAS A STRAIGHT RUN, THE DEPTH IN DIRECTION OF
TRAVEL SHALL NOT BE LESS THAN 36 INCHES.
R311.7.9 ILLUMINATION
STAIRWAYS SHALL BE PROVIDED WITH ILLUMINATION IN
ACCORDANCE WITH R303.7
HANDRAIL NOTES
IRC 311.7.8 HANDRAILS: SHALL BE PROVIDED ON AT LEAST ON SIDE
OF EACH CONTINUOUS RUN OF TREADS OR FLIGHT WITH FOUR OR
MORE RISERS.
IRC R311.7.8.1 HEIGHT: HANDRAIL HEIGHT, MEASURED ABOVE STAIR
TREAD NOSINGS, SHALL BE UNIFORM, NOT LESS THAN 34 INCHES
AND NOT MORE THAN 38 INCHES.
IRC R311.7.8.2 CONTINUITY: HANDRAILS FOR STAIRWAYS SHALL BE
CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT
DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT
DIRECTLY ABOVE LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS
SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POST OR
SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE
A SPACE OF NOT LESS THAN 1.5 INCHES BETWEEN THE WALL AND
THE HANDRAILS.
IRC R311.7.8.3 GRIP SIZE: HANDRAILS WITH A CIRCULAR
CROSS-SECTION SHALL HAVE AN OUTSIDE DIAMETER OF AT LEAST
1.25 INCHES AND NOT GREATER THAN 2 INCHES. IF THE HANDRAIL IS
NOT CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF AT
LEAST 4 INCHES AND NOT GREATER THAN 6.25 INCHES WITH A
MAXIMUM CROSS-SECTION DIMENSION OF 2.25 INCHES. EDGES
SHALL HAVE A MINIMUM RADIUS OF 0.01 INCH.
GUARDRAIL NOTES
IRC R312.1.1 WHERE REQUIRED: GUARDS SHALL BE LOCATED
ALONG OPEN -SIDED WALKING SURFACES INCLUDING STAIRS, RAMPS
AND LANDINGS, THAT ARE LOCATED MORE THAN 30 INCHES
MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY
POINT WITHIN 36 INCHES HORIZONTALLY TO THE EDGE OF THE
OPEN SIDE.
IRC R312.1.2 HEIGHT: REQUIRED GUARDS AT OPEN -SIDED WALKING
SURFACES, INCLUDING STAIRS, PORCHES, BALCONIES OR
LANDINGS, SHALL BE NOT LESS THAN 36 INCHES IN HEIGHT
MEASURED VERTICALLY ABOVE THE ADJACENT WALKING SURFACES
OR THE LINE CONNECTING THE LEADING EDGES OF THE TREADS.
EXCEPTIONS: GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE
A HEIGHT NOT LESS THAN 34 INCHES MEASURED VERTICALLY FROM
A LINE CONNECTING THE LEADING EDGES OF THE TREADS.
IRC R312.1.3 OPENING LIMITATIONS: REQUIRED GUARDS SHALL NOT
HAVE OPENINGS FROM THE4 WALKING SURFACE TO THE REQUIRED
GUARD HEIGHT THAT ALLOW PASSAGE OF A SPHERE 4 INCHES IN
DIAMETER.
EXCEPTIONS: 1.) THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF
A STAIR FORMED BY THE RISER, TREAD AND BOTTOM RAIL OF A
GUARD, SHALL NOT ALLOW PASSAGE OF A SPHERE 6 INCHES IN
DIAMETER.
ECEPTIONS: 2) GUARDS ON THE OPEN SIDE OF STAIRS SHALL NOT
HAVE OPENINGS THAT ALLOW PASSAGE OF A SPHERE OF 4 e INCHES
IN DIAMETER.
STAIR ILLUMINATION
IRC R303.7 INTERIOR STAIRWAY ILLUMINATION:
INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL
LIGHT SOURCE TO ILLUMINATE THE LANDINGS AND TREADS TO
LEVELS OF NOT LESS THAN 1 FOOT-CANDLE AS MEASURED AT THE
CENTER OF THE TREADS AND LANDINGS. THERE SHALL BE A SWITCH
AT EACH FLOOR LEVEL TO CONTROL THE LIGHT SOURCE WHERE
THE STAIRWAY HAS SIX OR MORE RISERS.
IRC R303.8 EXTERIOR STAIRWAY ILLUMINATION:
EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL
LIGHT SOURCE LOCATED AT THE TOP LANDING OF THE STAIRWAY.
EXTERIOR STAIRWAYS PROVIDING ACCESS TO A BASEMENT FROM
THE OUTDOOR GRADE LEVEL SHALL BE PROVIDED WITH AN
ARTIFICIAL LIGHT SOURCE LOCATED AT THE BOTTOM LANDING OF
THE STAIRWAY.
SMOKE ALARMS
IRC R314 SMOKE ALARMS SHALL BE PROVIDED IN ACCORDANCE TO
SECTION R314.
CARBON MONOXIDE ALARMS
IRC R315 CARBON MONOXIDE ALARMS SHALL BE PROVIDED
ACCORDANCE TO SECTION R315.
E L
GENERAL NOTES
PROJECT INFORMATION:
1.
BY THE ACT OF SUBMITTING A BID FOR THIS PROJECT, THE
PROPERTY OWNERS: SUSAN NELSON
CONTRACTOR WARRANTS THAT HE/SHE HAS CAREFULLY
1408 SW 296TH ST .
EXAMINED THE SITE AND EXISTING CONDITIONS AND HAS
FEDERAL WAY, WA, 98023
SATISFIED HIMSELF/HERSELF AS TO THE NATURE OF THE WORK,
T: (253) 941-0628
CHARACTER, QUALITIES, QUANTITIES OF MATERIALS AND ANY
DIFFICULTIES THAT MAY BE ENCOUNTERED DURING THE PROCESS
PROJECT ADDRESS: 1408 SW 296TH ST 98023
OF CONSTRUCTION WHICH MAY IN ANY WAY AFFECT THE
FEDERAL WAY, WA, 98023
PERFORMANCE OF THE WORK.
TAX PARCEL NO.: 062104-9036
2.
DO NOT SCALE DRAWINGS, CONTRACTOR TO USE DIMENSIONS SHOWN.
CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND
LEGAL DESCRIPTION: E 60 FT OF W 580.77 OF GL 4 LESS S 40 FT FOR RD
DIMENSIONS AND SHALL NOTIFY ARCHITECT OF ANY
YEAR BUILT.: 1948
DISCREPANCIES FOUND IN THE FIELD. IF ANY ERRORS, OMISSIONS
OR INCONSISTENCIES APPEAR IN THE DRAWINGS, SPECIFICATIONS
LOT SIZE.: 24,355 SF
OR OTHER DOCUMENTS THE CONTRACTOR SHALL NOTIFY THE
ARCHITECT IN WRITING OF SUCH ERRORS, OMISSIONS OR
PROPOSED SQ FT.: MAIN FLOOR AREA = 2,065 SF
INCONSISTENCIES BEFORE PROCEEDING WITH THE WORK.
BASEMENT AREA = 875 SF
3.
COORDINATE ALL BUILDING CONSTRUCTION WITH OWNER, INCLUDING
TOTAL LIVING AREA = 2940 SF
MATERIALS STORAGE, GARBAGE DISPOSAL, WORK HOURS,
DISRUPTIONS TO POWER, WATER AND LIFE SAFETY SYSTEMS TO
ATTACHED GARAGE = 285 SF
ENSURE THE SAFETY OF THE STRUCTURE
4.
THE APPROVED PLANS SHALL NOT BE CHANGED OR ALTERED WITHOUT
COVERED PORCH= 53 SF
AUTHORIZATION FROM THE BUILDING OFFICIAL. THE APPROVED
COVERED DECK- 173 SF
PLANS ARE REQUIRED TO BE ON THE JOBSITE.
UNCOVERED DECK- 73 SF
5.
ALL WORK SHALL MEET LOCAL CODES AND ORDINANCES.
6.
ALL DOORS NOT DIMENSIONED SHALL BE LOCATED 5" FROM FACE OF
STUD OR MASONRY WALL TO EDGE OF ROUGH OPENING.
7.
SEE STRUCTURAL NOTES FOR INFORMATION RELATING TO FRAMING,
ZONING
NAILING AND OTHER STRUCTURAL INFORMATION
8.
JOB SITE ADDRESS TO BE POSTED DURING CONSTRUCTION AND
CITY OF FEDERAL WAY MUNICIPAL CODE
PERMANENT ADDRESS NUMBERS TO BE PROVIDED FOR FINAL
TITLE 19 ZONING AND DEVELOPMENT CODE
INSPECTION PER R321.1
9.
COMPLIANCE CARD TO BE POSTED VERIFYING INSULATION INSTALLED
ZONING: RS15.0 SINGLE FAMILY (RESIDENTIAL USE ZONE)
IN WALLS, CEILING AND FLOORS
10.
PROVIDE METAL NAIL STOPPERS TO PROTECT PLUMBING AND WIRING
MINIMUM LOT AREA: 15,000 SF
FROM DAMAGE BY NAILS.
MAXIMUM HEIGHT LIMIT: 30 FT
11.
MAINTAIN 3" CLEAR (MIN.) BETWEEN CEILING FIXTURES AND INSULATION
MINIMUM LOT SIZE: 15,000 SF
UNLESS FIXTURE IS RATED FOR CONTACT WITH INSULATION
FRONT YARD SETBACK: 20 FT
12.
WATER PIPES SHALL BE INSULATED TO R-8 IN UNHEATED SPACES.
SIDE YARD SETBACK: 5 FT
13.
METAL DUCTS TO BE INSULATED AND JOINTS TO BE TAPED. ALL
REAR YARD SETBACK: 5 FT
EXPOSED DUCTS IN GARAGE TO BE 26GA WITH NO OPENINGS AND
MAX LOT COVERAGE: 50%
SEALED WITH APPROVED MATERIAL.
REQUIRED PARKING: 2 PER DWELLING UNIT
14.
ANY BATT INSULATION WITH CRAFTFACE SHALL HAVE ALL TEARS AND
JOINTS IN VAPOR RETARDER SEALED WITH TAPE.
CONSTRUCTION TYPE: TYPE V-N
15.
ALL OPENINGS TO BE CAULKED, SEALED OR WEATHER STRIPPED.
PROJECT DESCRIPTION: SINGLE FAMILY RESIDENCE REMODEL
16.
SHOWERS SHALL BE FLOW CONTROLLED TO 2.5 GPM AT 80 PSI AND
MIXING VALVES SHALL COMPLY WITH ASSE 1016
NOTE: MECHANICAL AND ELECTRICAL TO BE SUBMITTED
17.
ALL BATHROOM, WATER CLOSET COMPARTMENTS, LAUNDRY ROOMS
UNDER SEPARATE PERMIT
AND SIMILAR ROOMS SHALL BE PROVIDED WITH NATURAL LIGHT
AND VENTILATION BY MEANS OF OPERABLE EXTERIOR OPENINGS
PROJECT
TEAM
WITH A GLAZING AREA OF NOT LESS THAN 3 S.F. ONE HALF OF
WHICH MUST BE OPERABLE. IF AN OPERABLE WINDOW IS NOT
PROVIDED, MECHANICAL VENTILATION SHALL BE PROVIDED,
ARCHITECT: DAVID POOL ARCHITECTURE PLLC
CONNECTED DIRECTLY TO THE OUTSIDE, CAPABLE OF PROVIDING
DAVID POOL, AIA
6716 EAST SIDE DR NE, STE 1 - PMB 500
AN EXHAUST RATE OF 50CFM IF INTERMITTENT, AND 25 CFM IF
TACOMA, WA 98422
CONTINUOUS EXHAUST IS PROVIDED.
T. 253.651.4077
18.
KITCHEN AND BATHROOM EXHAUST SHALL BE VENTED TO THE OUTSIDE
E. DPOOL@DAVIDPOOLARCHITECTURE.COM
UNLESS OTHERWISE APPROVED BY THE BUILDING OFFICIAL.
DOMESTIC CLOTHES DRYERS SHALL BE EXHAUSTED TO THE
STRUCTURAL ENGINEER: SWENSEN SAY FAGET 1
OUTSIDE IF IN AN AREA THAT IS HABITABLE OR CONTAINING OTHER
STRUCTURAL ENGINEERS
FUEL -BURNING APPLIANCES. KITCHEN VENTILATION SHALL BE
6121 BAYVIEW DR NE
TACOMA, WA, 98422
PROVIDED AT THE RATE OF 100CFM IF INTERMITTENT AND 20CFM IF
CONTINUOUS EXHAUST IS PROVIDED.
PRINCIPAL IN CHARGE: RYAN M. REICHMAN, PE
19.
HOT WATER HEATER SHALL MEET THE REQUIREMENTS OF THE IRC,
PROJECT MANAGER: BETH BROWN, PE
0. 0
CHAPTER 28.
D. 253-8 8.4971
20.
PROVIDE AN INTERCONNECTED SMOKE ALARM SYSTEM PER IRC R313
POWERED BY 110V AC WITH BATTERY BACKUP. SMOKE ALARMS
ARE TO BE INSTALLED ON EACH SEPARATE FLOOR OF THE
GENERAL CONTRACTOR: JB McHUGH CON ION, INC
RESIDENCE, INCLUDING THE BASEMENT. ALL ALARM DEVICES ARE
LICENSE NO. JBMCHI*21105
TO BE INTERCONNECTED ON ALL FLOORS. SMOKE ALARMS SHALL
6121 BAYVIEW DR NE
BE INSTALLED IN EACH SLEEPING ROOM AND OUTSIDE OF EACH
TACOMA, WA 98422
SEPARATE SLEEPING AREA IN CLOSE PROXIMITY TO THE
MOBILE: 253.730.1109
OFFICE: 253.952.9151
BEDROOMS. SMOKE ALARMS SHALL COMPLY WITH NFPA 72.
21.
PROVIDE ATTIC ACCESS PULL DOWN STAIR OR MIN. 22 INCHES BY 30
INCHES AS LOCATED ON THE PLANS IN ACCORDANCE WITH IRC
REQUIREMENTS.
22.
PROVIDE ATTIC VENTILATION AT A RATE OF 1:300 OF AREA VENTED
WITH AT LEAST 50% BUT NO MORE THAN 80% T-0" MIN. ABOVE EAVE
23.
PROVIDE CRAWLSPACE ACCESS OPENINGS AS FOLLOWS:
SHEET
INDEX
FOR FLOOR HATCHES 18" X24" MINIMUM
FOR PERIMETER WALL ACCESS 16" X 24" MINIMUM.
WHERE PERIMETER ACCESS IS PROVIDED BELOW GRADE, A 16" X 24"
ARCHITECTURAL
AREAWAY SHALL BE PROVIDED.
A1.0 COVER SHEET, SITE PLAN & GENERAL INFO
24.
SEPARATION WALLS AND CEILINGS BETWEEN GARAGE AND HOUSE TO
A1.1 WASH STATE ENERGY COMPLIANCE FORMS - 2015
HAVE 5/8" TYPE X GYPSUM WALL BOARD ON THE GARAGE SIDE.
DOORS BETWEEN GARAGE AND RESIDENCE TO BE A
SELF -CLOSING, TIGHT FITTING SOLID WOOD DOOR (1-3/8" MIN.
A-1 FOR REFERENCE ONLY 1979 REMODEL PLANS
THICKNESS) 20 MIN. RATED
A-2 FOR REFERENCE ONLY 1979 REMODEL ELEVATIONS
25.
EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPERABLE
A-3 FOR REFERENCE ONLY 1979 REMODEL DETAILS
EMERGENCY ESCAPE AND RESCUE OPENING. ESCAPE/RESCUE
WINDOWS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SF
AND HAVE A MINIMUM NET CLEAR OPENING HEIGHT OF 24" AND A
AE2.0 EXISTING BASEMENT LEVEL FLOOR PLAN
MINIMUM NET CLEAR OPENING WIDTH OF 20". (GRADE FLOOR
AE2.1 EXISTING MAIN LEVEL FLOOR PLAN
A E TING RO P N
ESCAPE RESCUE WINDOWS MAY HAVE A MIN. NET CLEAR OPENING
.
q
OF 5.0 S.F.) ESCAPE/RESCUE WINDOWS SHALL HAVE A SILL HEIGHT
AD2.0 BASEMENT LEVEL DEMOLITION PLAN
NOT EXCEEDING 44" ABOVE FINISHED FLOOR.
AD2.1 MAIN LEVEL DEMOLITION PLAN
26.
HEATING OR COOLING EQUIPMENT (INCLUDING HOT WATER HEATERS)
LOCATED IN THE GARAGE AND WHICH GENERATES A GLOW, SPARK
AE3.0 I T R ELEVATIONS
OR FLAME CAPABLE OF IGNITING FLAMMABLE VAPORS SHALL BE
AE4.0 OVERALL EXISTING BUILDING SECTIONS
INSTALLED WITH THE PILOTS AND BURNERS OR HEATING
A2.0 BASEMENT FLOOR PLAN
ELEMENTS AND SWITCHES AT LEAST 18" ABOVE THE FLOOR LEVEL.
A2.1 MAIN LEVEL FLOOR PLAN
27.
CONTRACTOR DESIGNED SYSTEMS: FIRE SUPPRESSION, ELECTRICAL,
PLUMBING, HVAC
A5.0 INTERIOR ELEVATIONS
( CONTRACTOR TO OBTAIN REQUIRED PERMITS)
A5.1 INTERIOR ELEVATIONS
CONTRACTOR DESIGNED SYSTEMS SHALL MEET ALL CODE AND
OWNER REQUIREMENTS AND SHALL BE ADEQUATELY SIZED TO
A5.2 INTERIOR ELEVATIONS
A5.3 INTERIOR ELEVATIONS AlSUPPLY
BUILDING SPACES AND PROVIDE FOR
ANTICIPATED LOADS.
STRUCTURAL
CONTRACTOR SHALL CONTACT ARCHITECT BEFORE
S1.0 STRUCTURAL GENERAL NOTES & CALCULATIONS
APPROPRIATING SPACE FOR DUCT WORK OR CREATING CHASES OR
S2.0 STRUCTURAL FOUNDATION & MAIN FLOOR FRAMING PLANS
SOFFITS NOT SHOWN ON PLANS.
S2.1 STRUCTURAL ROOF FRAMING PLANS
28.
BARE GALVANIZED METAL SHALL NOT BE USED FOR MATERIALS THAT
S5.0 STRUCTURAL DETAILS
CONVEY STORM WATER, SUCH AS SEDIMENT RISERS, ROOFS,
CANOPIES, SIDING, GUTTERS, DOWNSPOUTS, ROOF DRAINS, AND
PIPES. ANY GALVANIZED MATERIALS SHALL HAVE AN INERT,
NON -LEACHABLE FINISH, SUCH AS BAKED ENAMEL, FLOUROCARBON
PAINT (SUCH AS KYNAR OR HYLAR FACTORY APPLIED EPDXY, PURE
ALUMINUM OR ASPHALT COATING, ACRYLIC PAINT, POLYESTER
PAINT, FIELD APPLIED AND PART ZINC (SUCH AS GALVALUME)
COATINGS ARE NOT ACCEPTABLE.
APPLICABLE CODES
ALL WORK SHALL COMPLY WITH THE FOLLOWING CODES:
*
CURRENT CITY OF FEDERAL WAY MUNICIPAL CODE
*
2015 INTERNATIONAL BUILDING CODE (IBC) + WAC 51-50
*
2015 INTERNATIONAL RESIDENTIAL CODE (IRC), WAC 51-51
*
2015 INTERNATIONAL MECHANICAL CODE (IMC), WAC 51-52
*
2015 INTERNATIONAL FUEL GAS CODE
*
2015 INTERNATIONAL FIRE CODE (IFC)
*
2015 WASHINGTON ENERGY
CODE (WSEC)
*
2017 NATIONAL ELECTRICAL
CODE (NEC) WAC 296-43, 296-45 & 2tS-46B AND RCW 19.28
*
*
2015 UNIFORM PLUMBING CODE (UPC) + WAC 51-56 & 51-57
DAVID POOL
Architecture
P11C
David PoolArch it ectu re.
6716 East Side Dr NE
Ste 1 - 500
Tacoma, WA 98422
253.651.4077
All material appearing herein
constitutes the unpublished and
original work of the Architect and
may not be duplicated, used, or
disclosed without the written
consent of the Architect.
WEEMENEW
PROJECT:
NELSON
REMODEL
PROJECT ADDRESS:
1408 SW 296th St.
Federal Way WA
§8023
PARCEL NO:
6 0621049036
General Contractor:
McHugh Construction Inc.
John McHugh
6121 Bayview Dr. NE
Tacoma, WA 98422
M 253.730.1109
Contractors License:
JBMCHI*21105
Structural ngineer:
Swensen Say Faget
Structural Engineers
934 Broadway, Suite 100
5205 NE 18th Ct
Tacoma, WA 98402
P 253.888.4971
knomm"
Document Release:
REVISED DRAWINGS
Agency Review 08.11.2020
Orginal Issue Date:
Document Revision:
No.
Revised Date
10/12/2020
CITY REVIEW COMMENTS
ARCHITECT'S Stamp:
Drawing Title:
COVER SHEET &
GENERAL
INFORMATION
Sheet No.
A190