abbreviations project information · · 2007-10-18installed in accordance with the provisions set...

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CONSULTANTSARCHITECT:TSA | architects, pllc

STRUCTURAL:

CONTRACTOR

PROJECT INFORMATION:JOB ADDRESS

OWNER

Legal Description

NVICINITY MAPSCALE: N.T.S.

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ABBREVIATIONS

EACHELECTRICALELEVATIONEQUALEXHAUSTEXTERIOR

EA.ELEC.ELEV.EQ.EXH.EXT.

DRYERDOUBLEDOUGLAS FIRDIAMETERDIAGONALDIMENSIONDISPOSAL DOOR DOWNSPOUTDETAILDISHWASHERDRAWINGDRAWER

D.DBL.D.F.DIA. OR °DIAG.DIM.DISP.DR. D.S.DTL.D.W.DWG.DWR.

CABINETCALCULATIONSCAMBERCAST IRONCEILING JOISTCENTER LINECEILINGCLEARCOUNTERCASED OPENINGCONCRETECONTINUOUSCARPETCURTAIN RODCASEMENT WINDOWCERAMIC TILECULTURED

CAB.CALC.CMBR.C.I.C.J.C.L.CLG. CLR.CNTR.C.O.CONC.CONTS.CPT.C.R.CSMT.C.T.CULT.

BOARDBUILDINGBLOCKINGBUILT-INBEAMBOUNDARY NAILINGBEARINGBAR SINK

BD.BLDG.BLK'G.BLT-INBM. B.N.BRG.B.S.

GAUGEGALVANIZEDGYPSUM BOARD GARBAGE DISPOSALGARAGE DOOR OPERATORGROUND-FAULT CIRCUIT-INTERRUPTERGALVANIZED IRONGLASSGRADEGROUNDGYPSUMGYPSUM WALL BOARDGLUED-LAMINATED BEAMGIRDER TRUSS

GA.GALV.G.B.G.D.G.D.O.G.F.I.

G.I.GL.GRD.GRND.GYP.G.W.B.G.L.B.G.T.

HOLLOW COREHOLD DOWN ANCHORHEADERHEIGHTHANGER

H.C.H.D.HDR.HGT.HNGR.

INSULATIONINTERIOR

INSUL.INT.

ANCHOR BOLTAIR CONDITIONINGACOUSTICALADJACENTALUMINUMALTERNATEAMPERAGEAVERAGE

A.B.A/CACOUS.ADJ.AL.ALT.AMP.AVG.

NATURAL GRADENOT IN CONTRACTNOMINALNOT TO SCALE

N.G.N.I.C.NOM.N.T.S.

OVEROVERALLOBSCUREON CENTEROVERHEADOPENINGOUTSIDE AIRORIENTED STRAND BOARD

o/O.A.OBS.O.C.O.H.OPG.OSAO.S.B.

RISERRADIAL/RADIUSRECEPTACLEREFERENCEREFRIGERATORREINFORCINGRE-SAWNREQUIREDREVERSEREVISION/REVISEROOF JOISTROUGH-INROUGH OPENINGROUGH SAWNROOF RAFTERROD & SHELFREDWOOD

R.RAD.RECPT.REF.REFER.REINF.RE/SREQ'DREV.REV.R.J.RO-INR.O.RO/SR.R.R&SRWD.

TREADTOP & BOTTOMTRASH COMPACTORTEMPERED GLASSTONGUE & GROOVETRUSS JOISTTOP OF CONCRETETOP OF MASONRYTOP OF SLABTOP OF WALLTELEVISION

T.T & BT.C.TEMP.GL.T & GTJI T.O.C.T.O.M.T.O.S.T.O.W.T.V.

UNFINISHEDURINALUNLESS NOTEDOTHERWISE

UNFIN.U.U.N.O.

VANITY VENEERVERTICALVERTICAL GRAINVAPOR BARRIERVAPORPROOF

VAN.VEN.VERT.V.G.V.B.V.P.

WASHERWITHWATER CLOSETWOODWINDOWWATER HEATERWITHOUTWEATHER PROOFWARDROBEWEIGHT

W.w/W.C.WD.WDW.W.H.W/OW.P.W/RWT.

FINISH GRADEFIXED GLASSFINISHFINISH FLOORFLOOR JOISTFLUSHFLUORESCENTFIELD NAILING FOUNDATIONFACE OF CONC.FACE OF MASONRYFACE OF POSTFACE OF STUDSFOOTING

F.G.F.G.FIN.F.F.F.J.FL.FLUOR.F.N.FND.F.O.C.F.O.M.F.O.P.F.O.S.FTG.

MARBLEMASONRYMAXIMUMMACHINE BOLTMEDICINE CABINETMANUFACTURERMINIMUMMIRRORMETAL

MAR.MAS.MAX.M.B.M.C.MFR.MIN.MIR.MTL.

PUSH BUTTONPULL CHAINPIECEPHONEPLATEPLASTERPLYWOODPAIRPOUNDS/SQUARE FOOTPOUNDS/SQUARE INCHPARALLAMPRESSURE TREATEDPOST TENSIONPOLY VINYL CHLORIDE

P.B.P.C.PCE.PH.PL.PLAS.PLY.PR.PSFPSIPSLP.TP.T.PVC

SINKSOLID CORESCHEDULESCREENEDSECONDSECTIONSELECTSELECT STRUCTURALSERVICESINGLE HUNGSHEETSHEATHINGSHOWER SLIDINGSPLASHSTANDARDSHEET VINYLSTRUCTURALSWITCH

S.S.C.SCH.SCRND.SEC.SECT.SEL.SEL.STR.SER.S.H.SHT.SHTHG.SHWR.SL.SPL.STD.S.V.STRUCT.SW.

LAVATORYLAMINATEDLINEAL FEET/FOOTTIMBERSTRANDLUMINOUSMICRO LAMLOUVER

LAV.LAM.L.F.LSL.LUM.LVL.LVR.

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ENERGY COMPLIANCEFURNACE SIZE:

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GROUND SNOW LOAD:WIND SPEED:SEISMIC DESIGN CATEGORY:SUBJECT TO DAMAGE FROM:

WEATHERING:FROST LINE DEPTH:TERMITE:DECAY:

WINTER DESIGN TEMP:ICE SHIELD UNDERLAYMENT REQUIRED:FLOOD HAZARDS:AIR FREEZING INDEX:MEAN ANNUAL TEMP:

FLOOR:ROOF:WALLS:

15 PSF12 PSF10 PSF

ATTICS WITH STORAGE:WITHOUT STORAGE:

DECKS:EXTERIOR BALCONIES:FIRE ESCAPES:

40 PSF60 PSF40 PSF200 PLF

20 PSF10 PSF

200 PLF

200 PSF

SLEEPING ROOMS:

40 PSF

30 PSFSTAIRS: 40 PSF

ROOF SLOPE:

0 to 200 2001 to 600 Over 600

NEGLIGIBLE MODERATE SEVERE

2,500 psi 2,500 psi 2,500 psi

2,500 psi 2,500 psi 2,500 psi

2,500 psi 3,000 psi 3,000 psi

2,500 psi 3,000 psi 3,500 psi

MODERATE

CRYSTALLINE BEDROCK 12,000

3,000

2,000***

1,500

4,000

R403FOOTINGS

403.1 GENERAL.ALL EXTERIOR WALLS SHALL BE SUPPORTED ON CONTINUOUS SOLID OR FULLY GROUTED MASONRY OR CONCRETE FOOTINGS, WOOD FOUNDATIONS, OR OTHER APPROVED STRUCTURAL SYSTEMS, WHICH SHALL BE OF SUFFICIENT DESIGN TO ACCOMMODATE ALL LOADS ACCORDING TO SECTION R301 AND BE CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION R403, OF THE IRC. FOOTINGS SHALL BE SUPPORTED ON UNDISTURBED NATURAL SOILS OR ENGINEERED FILL.

403.1.4.1 FROST PROTECTION.FOUNDATION WALLS, PIERS AND OTHER PERMANENT SUPPORTS OF BUILDINGS AND STRUCTURES SHALL BE PROTECTED FROM FROST BY EXTENDING FOOTINGS BELOW THE FROST LINE AS SPECIFIED IN TABLE R301.2(1);...EXCEPTION: DECKS NOT SUPPORTED BY A DWELLING NEED NOT BE PROVIDED WITH FOOTINGS THAT EXTEND BELOW THE FROST LINE.

403.1.6 FOUNDATION ANCHORAGE.WHEN BRACED WALL PANELS ARE SUPPORTED DIRECTLY ON CONTINUOUS FOUNDATIONS, THE WALL WOOD SILL PLATE... SHALL BE ANCHORED TO THE FOUNDATION IN ACCORDANCE WITH SECTION 403.1.6, OF THE IRC.* SILL PLATE SHALL BE ANCHORED TO THE FOUNDATION WITH ANCHOR BOLTS SPACED A MAXIMUM OF 6 FEET ON CENTER. THERE SHALL BE A MINIMUM OF TWO BOLTS PER PLATE SECTION WITH ONE BOLT LOCATED NOT MORE THAN 12 INCHES FROM EACH END OF THE PLATE SECTION. * BOLTS SHALL BE AT LEAST 1/2 INCH IN DIAMETER AND SHALL EXTEND A MINIMUM OF 7 INCHES INTO MASONRY OR CONCRETE.* SILLS AND SOLE PLATES SHALL BE PROTECTED AGAINST DECAY AND TERMITES WHERE REQUIRED BY SECTIONS R318 AND R319, OF THE IRC.EXCEPTION: FOUNDATION ANCHOR STRAPS, SPACED AS REQUIRED TO PROVIDE EQUIVALENT ANCHORAGE TO 1/2-INCH-DIAMETER ANCHOR BOLTS.

403.1.6.1 FOUNDATION ANCHORAGE IN SEISMIC DESIGN CATEGORIES C, D1 AND D2.IN ADDITION TO THE REQUIREMENTS OF SECTION R403.1.6, THE FOLLOWING REQUIREMENTS SHALL APPLY TO WOOD LIGHT-FRAME STRUCTURES IN SEISMIC DESIGN CATEGORIES D1 AND D2.* 1/4" X 3" X 3" PLATE WASHERS CONFORMING TO SECTION R602.11.1 SHALL BE USED ON EACH BOLT.* INTERIOR BRACED WALL PLATES SHALL HAVE ANCHOR BOLTS SPACED AT NOT MORE THAN 6 FEET ON CENTER AND LOCATED WITHIN 12 INCHES FROM THE ENDS OF EACH PLATE SECTION WHEN SUPPORTED ON A CONTINUOUS FOUNDATION.* INTERIOR BEARING WALL SOLE PLATES SHALL HAVE ANCHOR BOLTS SPACED AT NOT MORE THAN 6 FEET ON CENTER AND LOCATED WITHIN 12 INCHES FROM THE ENDS OF EACH PLATE SECTION WHEN SUPPORTED ON A CONTINUOUS FOUNDATION.* THE MAXIMUM ANCHOR BOLT SPACING SHALL BE 4 FEET FOR BUILDINGS OVER TWO STORIES IN HEIGHT.* STEPPED CRIPPLE WALLS SHALL CONFORM TO SECTION R602.11.3.

R402MATERIALS

402.2 CONCRETE.CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH AS SHOWN IN TABLE R402.2. CONCRETE SUBJECT TO WEATHERING AS INDICATED IN TABLE R301.2(1) SHALL BE AIR ENTRAINED AS SPECIFIED IN TABLE R402.2TABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE

402.3 PRECAST CONCRETE.APPROVED PRECAST CONCRETE FOUNDATIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH THE PROVISIONS SET FORTH IN CHAPTER 4, OF THE IRC AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS.

R401GENERAL

401.1 APPLICATION.THE PROVISIONS SET FORTH IN CHAPTER 4 OF THE IRC SHALL CONTROL THE DESIGN AND CONSTRUCTION OF THE FOUNDATION AND FOUNDATION SPACES FOR ALL BUILDINGS.

401.4 SOIL TESTS.IN AREAS LIKELY TO HAVE EXPANSIVE, COMPRESSIBLE, SHIFTING OR OTHER UNKNOWN SOIL CHARACTERISTICS, THE BUILDING OFFICIAL SHALL DETERMINE WHETHER TO REQUIRE A SOIL TEST TO DETERMINE THE SOIL'S CHARACTERISTICS AT A PARTICULAR LOCATION,

401.4.1 GEOTECHNICAL EVALUATION.IN LIEU OF A COMPLETE GEOTECHNICAL EVALUATION, THE LOAD-BEARING VALUES IN TABLE R401.4.1 SHALL BE USED.TABLE R401.4.1PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATIONS MATERIALS

***U.N.O. 2,000 PSF SOIL BEARING IS ASSUMED FOR THIS PROJECT.

TRIBUTARY LOADED AREA IN SQUARE FEET FOR ANY STRUCTURAL

MEMBER

PORCHES, CARPORT SLABS & STEPS EXPOSED TO WEATHER & GARAGE FLOOR SLABS.

R301DESIGN CRITERIA

[B] R301.2 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA.BUILDINGS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS SET FORTH IN THE IRC. ADDITIONAL CRITERIA SHALL BE ESTABLISHED BY THE LOCAL JURISDICTION AND SET FORTH IN TABLE R301.2(1).TABLE R301.2(1)CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA.

301.4 DEAD LOAD. THE ACTUAL WEIGHTS OF MATERIALS AND CONSTRUCTION SHALL BE USED FOR DETERMINING DEAD LOAD. DEAD LOADS USED FOR THIS PROJECT ARE AS FOLLOWS:

301.5 LIVE LOAD.THE MINIMUM UNIFORMLY DISTRIBUTED LIVE LOAD SHALL BE AS PROVIDED IN TABLE R301.5.TABLE R301.5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS

301.6 ROOF LOAD.ROOF SHALL BE DESIGNED FOR THE LIVE LOAD INDICATED IN TABLE R301.6 OR THE SNOW LOAD INDICATED IN TABLE R301.2(1), WHICHEVER IS GREATER.TABLE R301.6MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE PER SQUARE

301.8 NOMINAL SIZES....WHERE DIMENSIONS OF LUMBER ARE SPECIFIED, THEY SHALL BE DEEMED TO BE NOMINAL DIMENSIONS UNLESS SPECIFICALLY DESIGNATED AS ACTUAL DIMENSIONS.

R319PROTECTION AGAINST DECAY

319.1 LOCATION REQUIRED.IN AREAS SUBJECT TO DECAY DAMAGE AS ESTABLISHED BY TABLE R301.2(1), LOCATIONS REQUIRED PER SECTION R319.1 SHALL REQUIRE THE USE OF AN APPROVED SPECIES AND GRADE OF LUMBER, PRESSURE TREATED IN ACCORDANCE WITH AWPAC1, C2, C3, C4, C9, C15, C18, C22, C23, C24, C28, C31, C33, P1, P2 AND P3, OR DECAY-RESISTANT HEARTWOOD OF REDWOOD, BLACK LOCUST, OR CEDARS.

319.1.1 GROUND CONTACT.ALL WOOD IN CONTACT WITH THE GROUND SHALL BE APPROVED PRESSURE PRESERVATIVELY TREATED WOOD SUITABLE FOR GROUND CONTACT USE

319.3 FASTENERS.FASTENERS FOR PRESSURE PRESERVATIVE AND FIRE-RETARDANT-TREATED WOOD SHALL BE OF HOT-DIPPED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER.EXCEPTION: ONE-HALF-INCH DIAMETER OR GREATER STEEL BOLTS.

RISE 12" PER FOOT (1:1) AND GREATER.

FLAT OR RISE LESS THAN 4" PER FOOT (1:3).RISE LESS 4" PER FOOR (1:3) to 12" PER FOOT (1:1).

TRIBUTARY LOADED AREA IN SQUARE FEET FOR ANY STRUCTURAL MEMBER

16

12

20

14

12

16

12

12

12

GUARDRAIL IN-FILL COMPONENTS:

ROOMS OTHER THAN SLEEPING ROOMS:

PASSENGER VEHICLE GARAGES:

GUARDRAILS AND HANDRAILS:

R101TITLE, SCOPE AND PURPOSE

1. THIS COVERSHEET HAS BEEN PREPARED IN A GENERIC OUTLINE FORM FOLLOWING THE STANDARDS SET BY THE INTERNATIONAL RESIDENTIAL CODE (IRC). NOT ALL ITEMS ARE NECESSARILY REQUIRED TO COMPLETE THIS SPECIFIC PROJECT, COORDINATE PLANS WITH IRC.

2. THIS SET OF WORKING DRAWINGS IS CONSIDERED A "BUILDER SET" AND DOES NOT INCLUDE SPECIFICATIONS OR BUILDING MATERIALS LIST. THEREFORE IT IS THE CONTRACTOR/OWNER RESPONSIBILITY TO PROVIDE AND COORDINATE SPECIFICATIONS, INCLUDING PRODUCT SELECTION AND INSTALLATION OR ASSEMBLY. ITEMS CALLED OUT ARE DONE SO FOR CONVENIENCE ONLY.

3. DO NOT SCALE THESE DRAWINGS FOR CRITICAL DIMENSIONS. VERIFY ALL DIMENSIONS AND DATUM'S BEFORE COMMENCING WORK AND BE RESPONSIBLE FOR THEIR ACCURACY AND REPORT DISCREPANCIES / OMISSIONS TO THE ARCHITECT IMMEDIATELY.

CHAPTER 3BUILDING PLANNING

TYPE OF LOCATIONS OF CONC. CONSTRUCTION

BASEMENT WALLS, FNDN WALLS, EXTERIOR WALLS EXPOSED TO WEATHER.

BASEMENT SLABS & INTERIOR SLABS ON GRADE, EXCEPT GAR. FLOOR SLABS.

BASEMENT WALLS, FNDN'S EXPOSED TO WEATHER.

SEDIMENTARY AND FOLIATED ROCK

CLAY, SANDY CLAY, SILTY CLAY, CLAYEY SILT, SILT AND SANDY SILT (CI,ML,MH & CH)

SAND, SILTY SAND, CLAYEY SAND, SILTY GRAVEL AND CLAYEY GRAVEL (SW,SP,SM,SC,GM & GC)

SANDY GRAVEL AND/OR GRAVEL (GW AND GP)

CLASS OF MATERIALLOAD BEARING PRESSURE (PSF)

CHAPTER 1ADMINISTRATION

CHAPTER 4FOUNDATIONS

CHAPTER 9ROOF ASSEMBLIESR901GENERAL

901.1 SCOPE.THE PROVISIONS SET FORTH IN CHAPTER 9 OF THE IRC, SHALL GOVERN THE DESIGN, MATERIALS, CONSTRUCTION AND QUALITY OF ROOF ASSEMBLIES.

R801GENERAL

801.1 APPLICATION.THE PROVISIONS SET FORTH IN CHAPTER 8 OF THE IRC, SHALL CONTROL THE DESIGN AND CONSTRUCTION OF THE ROOF-CEILING SYSTEM FOR ALL BUILDINGS.

801.2 REQUIREMENTS.ROOF AND CEILING CONSTRUCTION SHALL BE CAPABLE OF ACCOMMODATING ALL LOADS IMPOSED ACCORDING TO SECTION R301 AND OF TRANSMITTING THE RESULTING LOADS TO THE SUPPORTING STRUCTURAL ELEMENTS.

801.3 ROOF DRAINAGE.IN AREAS WHERE EXPANSIVE OR COLLAPSIBLE SOILS ARE KNOWN TO EXIST, ALL DWELLINGS SHALL HAVE A CONTROLLED METHOD OF WATER DISPOSAL FROM ROOFS THAT WILL COLLECT AND DISCHARGE ALL ROOF DRAINAGE TO THE GROUND SURFACE AT LEAST 5 FEET FROM FOUNDATION WALLS OR TO AN APPROVED DRAINAGE SYSTEM.

R701GENERAL

701.1 APPLICATION.THE PROVISIONS SET FORTH IN CHAPTER 7 OF THE IRC, SHALL CONTROL THE DESIGN AND CONSTRUCTION OF THE INTERIOR AND EXTERIOR WALL COVERING FOR ALL BUILDINGS.

701.2 INSTALLATION.PRODUCTS SENSITIVE TO ADVERSE WEATHER SHALL NOT BE INSTALLED UNTIL ADEQUATE WEATHER PROTECTION FOR THE INSTALLATION IS PROVIDED. EXTERIOR SHEATHING SHALL BE DRY BEFORE APPLYING EXTERIOR COVER.

CHAPTER 8ROOF-CEILING CONSTRUCTION

CHAPTER 7WALL COVERING

1. ELECTRIC WATER HEATER(S) SHALL HAVE PER (S.504.3): SEPARATE POWER OR GAS SHUTOFF. NONCOMPRESSIBLE R.10 PAD (UNHEATED SPACES ONLY) 2. NACEA LABEL ON TANK 3. TEMPERATURE SETTING (LESS THAN OR = TO) 120 DEGREE F. 4. SHOWERS AND LAVATORIES SHALL LIMIT FLOW TO (LESS THAN OR = TO 2.5 GPM (S 504 8.1) a) CEILING INSULATION: i) BAFFLES TO MAINTAIN 1" AIR SPACE ABOVE INSULATION ii) BAFFLES TO EXTEND 6" ABOVE BATT INSULATION iii) BAFFLES TO EXTEND 12" ABOVE LOOSE FILL INSULATION b) WALL INSULATION: i) FACE STAPLED BATTS ii) FRICTION FIT UNLACED BATTS iii) POLY VAPOR RETARDER OR PVA PAINT W/A DRY CUP PERM RATING OF 1 MAX. 5. CONCEALED INSULATION SHALL BE PLACED: a) BEHIND SHOWER/TUB b) BEHIND PARTITION STUDS/CORNER 6. FLOOR INSULATION: a) ONE DRY CUP RATED VAPOR BARIER ON THE WARM SIDE. b) MOISTURE CONTROL INSULATION. i) ATTIC AND CRAWL SPACE ACCESS PANELS TO BE INSULATED AND WEATHER-STRIPPED. 7. RECESSED LIGHTING FIXTURES TO COMPLY WITH SECTION 502.4.4 10. SKYWALL INSULATION IS INSTALLED AND EQUIVALENT TO THE REQUIRED WALL R-VALUES AS SHOWN IN TABLES 6.1 OR 6.2. 11. VAPOR RETARDERS SHALL BE INSTALLED PER (501.1.6) 12. SIX (6) MIL BLACK POLYETHYLENE GROUND COVER, SHALL BE LAPPED 12" AT POINTS AND EXTEND THROUGHOUT THE CRAWL SPACE TO FOUNDATION WALL. a) ALL EXTERIOR DOORS (EXCEPT 20 MINUTE DOORS) SHALL BE WEATHER STRIPPED PER (S.502.4.4) 8. SERVICE HOT AND COLD WATER PIPING IN UNCONDITIONED SPACES SHALL BE INSULATED TO R-3 (S.503.11) 9. HEATING DUCTS IN UNCONDITIONED SPACES SHALL BE INSULATED TO A MIN. OF R-8 (S.503.10.2)

WASHINGTON STATE AIR QUALITY ACT: a) GENERAL NOTES: b) STANDARD AIR LEAKAGE (S.502.4.3) CAULKING IS COMPLETE WHEN INSTALLED IN THE FOLLOWING LOCATIONS: i) BETWEEN SOLE PLATE/SUBFLOOR ii) WIRING/PLUMBING/DUCT REGISTER PENETRATIONS iii) RUN JOISTS/MUD SILLS (HEATED LOWER FLOORS) iv) PARTITIONS STUD PENETRATIONS

R404FOUNDATION WALLS

404.1 CONCRETE AND MASONRY FOUNDATION WALLS.CONCRETE AND MASONRY FOUNDATION WALLS SHALL BE SELECTED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION R404 OF THE IRC OR IN ACCORDANCE WITH ACI 318, NCMA TR68-A OR ACI 530/ASCE 5/TMS 402 OR OTHER APPROVED STRUCTURAL STANDARDS.

404.3 WOOD SILL PLATES.WOOD SILL PLATES SHALL BE A MINIMUM OF 2-INCH BY 4-INCH NOMINAL LUMBER. SILL PLATE ANCHORAGE SHALL BE IN ACCORDANCE WITH SECTIONS R403.1.6 AND R602.11.

R613EXTERIOR WINDOWS AND GLASS DOORS

613.1 GENERAL.THE PROVISIONS SET FORTH IN SECTION 613 OF THE IRC, SHALL CONTROL THE PERFORMANCE AND CONSTRUCTION REQUIREMENTS FOR EXTERIOR WINDOW SYSTEMS INSTALLED IN WALL SYSTEMS. WATERPROOFING, SEALING AND FLASHING SYSTEMS ARE NOT INCLUDED IN THE SCOPE OF THIS SECTION.

613.2 PERFORMANCE.EXTERIOR WINDOWS AND DOORS SHALL BE DESIGNED TO RESIST THE DESIGN WIND LOADS SPECIFIED IN TABLE R301.2(2) ADJUSTED FOR HEIGHT AND EXPOSURE PER TABLE R301.2(3).

R601GENERAL

R601.1 APPLICATION.WALL CONSTRUCTION SHALL BE IN ACCORDANCE TO THE PROVISIONS SET FORTH IN CHAPTER 6 OF THE IRC.

R601.2 REQUIREMENTS.FOR WALL CONSTRUCTION LOADING, SEE SECTION R301.

R501GENERAL

501.1 APPLICATION.FLOOR CONSTRUCTION SHALL BE IN ACCORDANCE TO THE PROVISIONS SET FORTH IN CHAPTER 5 OF THE IRC.

501.2 REQUIREMENTS.FOR FLOOR CONSTRUCTION LOADING, SEE SECTION R301.

CHAPTER 6WALL CONSTRUCTION

CHAPTER 5FLOORS

2003 WASHINGTON STATEENERGY REQUIREMENTS

GENERAL NOTES:

V303.4.1.5 OUTDOOR AIR INLETSEACH HABITABLE SPACE MUST BE PROVIDED WITH OUTDOOR AIR THROUGH THEUSE OF OUTDOOR AIT INLETS. a) THESE OPENINGS MUST: i) HAVE CONTROLLABLE & SECURE OPENINGS ii) BE SLEEVED WHEN INSTALLED THROUGH A WALL OR WINDOW FRAME iii) HAVE A MIN. OF 4sq INCHES OF NET FREE AREA OR PROVIDE A MIN. OF10CFM @ 10 PASCALS TESTED BY HVI b) UNDERCUT DOORS INTO HABITABLE SPACES A MIN. OF 1/2" A.F.F.

***U.N.O. OUTDOOR AIR INLETS WILL BE PROVIDED FROM WINDOW VENTS

V303.4.1.4 EXHAUST DUCTSEXHAUST DUCTS SHALL COMPLY WITH VIAQ SECTION V302.5 AND MUST BE: a) SIZED AND INSTALLED PER TABLE 3-3 OF THE VIAQC. b) HAVE A BACKDRAFT DAMPER c) INSULATED TO R-4 IF INSTALLED IN AN UNCONDITIONED SPACE d) TERMINATE OUTSIDE THE BUILDING

V303.4.1 WHOLE HOUSE VENTILATION USING EXHAUST FANS a) W.H. EXHAUSTS FANS TO BE RATED PER VIAQ TABLE 3-2 b) W.H. EXHAUST FANS MUST BE 1.5 SONE MAX. WHEN THE FAN MOTOR ISWITHIN 4'-0" OF THE GRILLE. PER SECTION V303.4.1.2 OF THE VIAQC

V303.3 SOURCE SPECIFIC VENTILATIONSOURCE SPECIFIC OR SPOT VENTILATION IS REQUIRED IN SPECIFIC ROOMS OFTHE HOUSE INCLUDING: KITCHENS, BATHROOMS, WATER CLOSETS, LAUNDRYROOMS, & OTHER ROOMS WHERE EXCESS WATER VAPORS OR COOKING ODORSARE PRODUCED a) SEE TABLE 3-3 FOR MINIMUM VENTILATION RATES FOR SOURCE-SPECIFIC. b) FAN CONTROLS PER V303.3.2 OF THE VIAQ c) VENTILATION DUCTS PER V303.3.4 OF THE VIAQC

WASHINGTON STATE INDOOR VENTILATION AND INDOOR AIR QUALITY CODE (VIAQC)

V303 WHOLE HOUSE VENTILATION SYSTEM

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A0.2

2003 WSEC Chapter 6 Qualification Form - Zone 1, Residential Prescriptive Options for All Heat Sources 0,1

OPT I OPT II* OPT IV

Glazing Maximum % of floor area 10

12%

15%

Unlimited Group R-3 Occupancy

only Vertical Glazing U-Factor

0.35

0.40

0.40

Overhead Glazing U-Factor11

0.58

0.58

0.58

Door U-Factor9 (or R-factor)

0.20 (R-5)

0.20 (R-5)

0.20 (R-5)

Ceilings: With attics2 Vaulted3

R-38 R-30

R-38 R-30

R-38 R-30

Walls: above grade12 Int. below grade4 Int. above grade4

R-15 R-15 R-10

R-21 R-21 R-10

R-21 R-21 R-10

Floor5 R-30 R-30 R-30

slab on grade6 R-10 R-10 R-10

Footnotes 0. Nominal R-values are for wood frame assemblies only or assemblies built in accordance with Section 601.1. 1. Minimum requirements for each option listed. For example, if a proposed design has a glazing ratio to the conditioned floor area of 13%, it shall comply with all of the requirements of the 15% glazing option (or higher). Proposed designs, which cannot meet the specific requirements of a listed option above, may calculate compliance by Chapters 4 or 5 of this Code. 2. Requirement applies to all ceilings except single rafter or joist-vaulted ceilings. 'Adv' denotes Advanced Framed Ceiling. 3. Requirement applicable only to single rafter or joist vaulted ceilings. 4. Below grade walls shall be insulated either on the exterior to a minimum level of R-10, or on the interior to the same level as walls above grade. Exterior insulation installed on below grade walls shall be a water resistant material, manufactured for its intended use, and installed according to the manufacturer's specifications. See Section 602.2. 5. Floors over crawl spaces or exposed to ambient air conditions. 6. Required slab perimeter insulation shall be a water resistant material, manufactured for its intended use, and installed according to manufacturer's specifications. See Section 602.4. 7. Int. denotes standard framing 16 inches on center with headers insulated with a minimum of R-10 insulation. 8. This wall insulation requirement denotes R-19 wall cavity insulation plus R-5 foam sheathing. 9. Doors, including all fire doors, shall be assigned default U-factors from Table 10-6C. 10. Where a maximum glazing area is listed, the total glazing area (combined vertical plus overhead) as a percent of gross conditioned floor area shall be less than or equal to that value. Overhead glazing with U-factor of U=0.40 or less is not included in glazing area limitations. 11. Overhead glazing shall have U-factors determined in accordance with NFRC 100 or as specified in Section 502.1.5. 12. Log and solid timber walls with a minimum average thickness of 3.5" are exempt from this insulation requirement.

**See Energy Compliance on sheet A0.1 for prescriptive option used for this project.

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NSITE PLANScale: 1:10

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A1

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30'-0"

18

'-4

"1

6'-

3"

3'-

712

"

16

'-2

34

"

24

'-1

"2

2'-

11

"5

'-6

"

15'-0"

14'-934"

17

'-01

4"

7'-

1"

5'-

812

"

3'-

4"

11'-334"

7'-1134"4'-91

2"

1'-9"

THICKENED SLABBELOW STAIR

48

'-1

01

2"

46'-6"

55

'-1

14

"

2'-

7"

27'-23 4"

13

°

Crawl Space

Garage

Conc

3" SLOPE

3"

SL

OP

E

FP-16FP-16

12X6 BUILT UPCOLUMN

20'-3"

3'-314"

3'-812"

8'-

612

"

15'-0"

15'-0"

3'-8"

9'-

10

"

3'-

10

12

"

THICKENED SLABUNDER SHEARWALLTYP.

6 S4

P.A.P.A.

PER 5S3

15 S4

14 S4

12 S2

12 S2

15 S4

P.A

.

P.A.

INDICATES STHD14 RJ HOLDOWN TO WALL ABOVE PER 14S2

INDICATES HPAHD22 HOLDOWN TO WALL ABOVE PER 15S2

1.

2.

SIM

PROVIDE THICKENED SLAB UNDER SHEAR WALL TYP.

P.A.

P.A.

P.A.

AA11

AA11

3'-

0"

4"

F 2.0

5'-512"

1'-

512

"4

'-0

"

FUTURE ELEV PITDEPTH 30" BELOW

TOP OF FINISHEDFLOOR

MOMENT FRAME

9 1

/4

TJ

I 11

0@

19

.2"

OC

9 1

/4

TJ

I 11

0@

19

.2"

OC

9 1

/4

TJ

I 11

0@

19

.2"

OC

9 1

/4

TJ

I 21

0@

19

.2"

OC

9 1

/4

TJ

I 11

0@

19

.2"

OC

9 1

/4

TJ

I 11

0@

19

.2"

OC

9 1

/4

TJ

I 11

0@

19

.2"

OC

9 1

/4

TJ

I 11

0@

19

.2"

OC

9'-

2"

9'-

2"

5 FLOODVENTS

NOTE:SLOPE CRAWL SPACETO FLOOD VENTS

9'-

812

"9

'-1

01

4"

15

'-9

14

"8

'-7

34

"

9 1

/4

TJ

I 11

0@

19

.2"

OC

18"x12"EACH

18"x12"EACH

2 FLOODVENTS

EQ EQ

SIM

EQ

EQ

EQ

EQ

4 S4

EQ

EQ

EQ

EQ

P.A.

10 S4TYP

20'-0"x4'-0" x24" DEEP FOOTINGSUPPORTED W/(4) 4" DIA. PIN PILESAND REINFORCED W/#4@ 9" O.C. EACHWAY TOP & BOTTOM.PROVIDE 2-EXTRA#4 AT TOP OF PILE PLATE EACH WAYAS SHOWN

FOOTING TO BE SUPPORTEDW/(4)-4"DIA PIN PILES ASSHOWN

14 S4

SIM

15 S4

EQ

EQ

SIM

SIM

SIM

INDICATES 4" DIA PIPE PILESCHEDULE 40 WITH 10 TON MAXIMUM VERTICAL CAPACITY.SEE NOTES ON S4

EQ EQ

INDICATES BATTER PILE 1H TO 5V,1000 LBS HORIZONTAL LOADCAPACITY .SEE NOTES ON S4

EQ EQ

P.A.

P.A.

1'-

6"

6" CONCRETE SLABW/#5 @ 16" OC EACH WAY@ MID DEPTH.POUR SLAB ON A COMPACTEDGRANULAR BASE

7'-0"

3 S4 9 S4

12

S4

3- #4 BOTTOM EACH WAY

REINFORCEMENT

FOOTING SCHEDULE

2'-0"x2'-0"x10"

SIZE

MARK

F 2.0

13 S4

9 S4

10'-0"

3 S4

15 S4

12

S4

SIM

9 S4

9 S4

9 S4

13 S4

13 S4

13 S4

13 S4

3 S4

3 S

4

13 S4

3 S4

9 S43 S4

13 S4

3 S4 9 S4

13 S4

4 S4

13 S4

4 S4

SIM

SIM

SIM

10 S4TYP

3 S

4

P.A.

12

S4

13 S4

EQ EQ EQ

EQEQ EQ

EQ EQ EQ

1/2 EQ 1/2 EQ 1/2 EQ 1/2 EQ

4x4 POST4x8 BEAM

EQ EQEQ

EQ EQ

1'-6"

R4'-0"

4'-0"

6" CONCRETE SLABW/#5 @ 16" OC EACH WAY@ MID DEPTH.POUR SLAB ON A COMPACTEDGRANULAR BASE

12X6 BUILT UPCOLUMN

6" TH CONCWALL

6" TH CONCWALL

CRAWL SPACE CALCULATIONS1

2

35

6

7

8

CRAWL SPACE AREA =

CRAWL SPACE AREA /

TYP. VENT SIZE = 14"x8"x.75 (75% EFFICIENCY) = SUMMARY:

5.02.9

FLOOD VENT AREA AS REQUIRED PER FEMA 1545 SQ IN.7 VENTS 18"x12" PROVIDED

TOTAL VENT AREA PROVIDED =13.4 SF

MINIMUM NET AREA SHALL BE NOT LESS THAN 1sf PER 150sf UNDER FLOORAREA. OPENINGS SHALL BE PLACED AS CLOSE TO CORNERS AS PRACTICALAND SHALL PROVIDE CROSS VENTILATION ON AT LEAST TWO OPPOSITESIDES PER UBC SECTION 2317.3.VENT SHALL BE COVERED WITH CORROSION RESISTANT WIRE MESH WITH OPENINGS OF 1/4" MAX.VENT LOCATED IN RIM JOIST MUST BE PERMANENTLY BAFFLED. WSEC 502.1.4.7

VENTS SHOWN X OF VENT AREA .

1545150

0.58

SF

=

PER VENT =

10.5 SF

10.3

CrawlSPace.x2a

SF OF REQ'D VENT AREA

0.58 SF PER VENT (N.F.A.)

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EXTEND PIER TO FROST LINE. PER IRC TABLE R301.2. SEE SHT. A0.2.

FP-16

FP-15 FLOOR JOISTS. PER IRC SECTION R502.

FP-14 #4 REBAR STUB-OUT @ 24" oc AROUND PERIMETER OF CONC. PORCH/PATIO.

FP-13 30"x30"x7" MAT FOOTING OR 15"x7" STRIP FOOTING. SEE DETAILS FOR ADDITIONAL INFORMATION.

FP-11 PROVIDE CRAWL SPACE ACCESS, MINIMUM 18"" X 24"" UNOBSTRUCTED ACCESS PER IRC SECTION R408.3. INSULATE AND WEATHER-STRIP PER ENERGY REQUIREMENTS. ALLOW 18"" MINIMUM SPACE UNDER WOOD JOISTS AND 12"" MINIMUM SPACE UNDER WOOD GIRDERS."

FP-10 PROVIDE BLOCK OUT IN STEM WALL FOR DOORS, HVAC, ETC. AS REQUIRED.

ELECTRICAL SERVICE: VERIFY LOCATION WITH SITE CONDITIONS.

FP-9

FP-8 6 MIL. BLACK POLYETHYLENE GROUND COVER.

FP-6 4x10 BEAM LINE. PROVIDE MIN. 1"" CLEARANCE FROM CONCRETE AT ENDS OF BEAM

CRIPPLE WALL PER IRC SECTION R602.9.

FP-5

FP-4 CRAWL SPACE VENT. SEE CRAWL SPACE CALCULATIONS.

CONCRETE SLAB ON GRADE SHALL BE 4" THICK STEEL TROWLED FINISH w/ W1.4xW1.4 WWF ON 4" GRANULAR FILL. PROVIDE THICKENED EDGE AT GARAGE DOOR. PER IRC SECTION R506

FP-3

FP-1

FOUNDATION KEYNOTES

CONCRETE STEM WALL 8" WIDE w/ MIN. 15"x7" FOOTING. PER IRC SECTION R402.2 & R404.1.2. SEE SHT. AO.2.

6x6 POST ON CB66. 1" ABOVE SLAB ON 36"x36"x8" MAT FOOTING w/ (4) #4 BAR EA. WAY.

FP-17

FP-2 CONCRETE STEM WALL 6" WIDE w/ MIN. 12"x6" FOOTING. PER IRC SECTION R402.2 & R404.1.2. SEE SHT. A0.2.

4x4 POST - TYP. U.N.O. PROVIDE POSITIVE CONNECTION PER IRC SECTION R407.3

FP-7

24"x24"x7" MAT FOOTING OR 12"x6" STRIP FOOTING. SEE DETAILS FOR ADDITIONAL INFORMATION.

FP-12

SEE DETAIL 1 SHEET D1

TRUSS DESIGN BY MANUFACTURER. TRUSS DESIGN DRAWINGS SHALL BE PREPARED PER IRC SECTION R802.10.1 AND SHALL BE PROVIDED TO THE BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. * TRUSS DESIGN PER IRC SECTION R802.10.2 * FIELD ALTERATIONS MUST BE DESIGNED BY MFR. PER IRC SECTION R802.10.4 * SEE SECTION R301 SHT A.02 FOR DESIGN LOADS.

1. SEE SECTION R301, SHEET A0.2 FOR GENERAL DESIGN CRITERIA.

7.

6.

3.

2.

SEE ELEVATIONS AND/OR SECTIONS FOR ROOF PITCH,PLATE HEIGHT AND HEADER HEIGHT.

ALL HEADERS ARE 4x10 DF #2 U.N.O. PROVIDE (1) TRIMMER STUD UP TO 4'-0" SPAN AND PROVIDE (2) TRIMMER STUDS OVER 4'-0" U.N.O.

GENERAL FRAMING NOTES:

ROOF FRAMING SPACING, 24" o.c. U.N.O.

PROVIDE 2x4 RAFTER/TRUSS TAIL - TYP. U.N.O.4.ROOF PITCH: A. EXTERIOR PER ELEVATIONS. B. INTERIOR PER SECTIONS.

5.

FRAMING LUMBER: FRAMING LUMBER SHALL BE MARKED IN ACCORDANCE TO W.C.L.B. STANDARD GRADING RULES FOR WEST COAST LUMBER #16, LATEST EDITION. ALL KILN DRIED MIN. 19. a) JOIST AND RAFTERS: (2X6 AND LARGER) HEM-FIR #2 OR BETTER. b) BEAMS AND STRINGERS: (4X AND LARGER) HEM-FIR #2 OR BETTER. c) POST AND TIMBERS: HEM-FIR #2 OR BETTER. d) STUDS, PLATES, AND MISC. LIGHT FRAMING HEM-FIR #2 OR BETTER. e) TJI'S AND MICROLAMS: PER MANUFACTURER. f) GLUE LAMINATED TIMBER: 24F V8 DF/DF g) ALL OTHER LUMBER: HEM-FIR STANDARD OR BETTER. h) PLYWOOD/ORIENTED STRAND BOARD (OSB): APA GRADED. i) WALL SHEATHING: SEE "TYPICAL BUILDING MATERIALS" LIST" ON SHEET A7. j) FLOOR SHEATHING: SEE "TYPICAL BUILDING MATERIALS LIST" ON SHEET A7. k) OTHER: AS NOTED ON DRAWINGS.

8.

FASTENERS: ALL FRAMING SHALL BE NAILED IN ACCORDANCE WITH TABLE R602.3(1) OF THE IRC. * POSITIVE CONNECTIONS SHALL BE PROVIDED WHERE POSTS AND BEAM OR GIRDER CONSTRUCTION IS USED TO SUPPORT FLOOR FRAMING.

9.

SYMBOLS & LEGEND

WALL BELOW

1

WALL ABOVE

SIMPSON OR EQUAL HANGER

LOAD FROM ABOVE TRANSFERING DOWN

POINT LOAD FROM ABOVE

INDICATES BEAM CALCULATION WITHINDEXED NUMBER

FOUNDATION /LEVEL 1 FRAMING PLANScale: 1/4=1'-0" A2

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MOMENT FRAMEPER STRUCTURAL DWG

VTOS

VTOS

P-12

P-1

P-12

P-9

P-3

34" HI HANDRAIL

5 S

H

34" HI HANDRAIL

P-12

P-2

P-12

P-4

P-4

P-2

P-1

P-4

AA11

AA11

FIXED FIXED FIXEDP-4

P-13

P-6

OPEN UNDER

R&S

BENCH

P-17

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P-16

P-15

P-14

P-17

P-5

P-6

P-8

P-9

P-10

P-11

P-12

P-13

36" MIN. GUARDRAIL. AT STAIRS, SLOPE AT 36" ABOVE STAIR NOSINGS. PER IRC SECTION 312.

SEE SITE PLAN FOR EXTENT OF WALKS AND DRIVEWAYS.

EGRESS WINDOW PER IRC SECTION R310.IGNITERS FOR GAS FIRED APPLIANCES IN GARAGE TO BE 18" MIN, ABOVE TOP OF SLAB. PER IRC SECTION G2408.

(2) LAYERS OF FLOOR SHEATHING OVER FRAMING.

FLOOR MATERIAL BREAK LINE

P-1

P-2

P-3

P-4

FLOOR PLAN KEYNOTES

2x6 WALL FOR PLUMBING / HVAC.

GARAGE/HOUSE OCCUPANCY SEPARATION. PER IRC R309.2 a) 1/2" GYP. AT GARAGE SIDE BETWEEN RESIDENCE AND ATTIC. b) 5/8" TYPE 'X' GYP SEPARATING HABITABLE ROOMS ABOVE. c) 1/2" GYP. AT WALLS SUPPORTING HABITABLE ROOMS ABOVE.DOOR BETWEEN GARAGE AND HOUSE SHALL BE, 1 3/8" THICK SOLID WOOD DOOR OR 20 MIN. F.R. DOOR. PER IRC SECTION R309.1.STAIR ASSEMBLY: PER IRC SECTION R311.5 a) WIDTH 36" MIN.; HEADROOM 6'-8" MIN. b) RISER 7-3/4" MAX.; TREAD 10" MIN. c) TOP OF HANDRAIL AT 34" MIN. AND 38" MAX ABOVE TREAD NOSING d) HANDRAIL WIDTH 1-1/4" MIN. AND 2" MAX. e) INSTALL FIRE BLOCKING IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN f) COVER USABLE SPACE UNDER STAIR WITH ½" GYP.SAFETY GLAZING PER IRC SECTION R308.4.

COVER WALLS ADJACENT TO TUBS AND SHOWERS WITH NONABSORBENT MATERIAL TO 72" ABOVE FLOOR. PER IRC SECTION R307.2.

P-7

7-3/4" MAX. RISER WITH 10" MIN. TREAD DEPTH. IF MORE THAN (4) RISERS, HANDRAIL REQUIRED PER IRC SECTION R311.5.6. a) PROVIDE 36"x36" MIN. LANDING AT EXTERIOR DOORS PER IRC SECTION R311.4.3.PROVIDE CRAWL SPACE ACCESS, MIN. 18" x 24" UNOBSTRUCTED ACCESS. PER IRC SECTION R408.3.PROVIDE ATTIC ACCESS, MIN. 22" x 30" WITH 30" MIN. HEADROOM AT UNOBSTRUCTED, READILY ACCESSIBLE OPENING. PER IRC SECTION R807.1

FIREPLACE ASSEMBLY. PER IRC CHAPTER 10. a) FACTORY-BUILT FIREPLACES TO BE INSTALLED PER MFR. PER IRC SECTION R1004. b). INSTALL MASONRY FIREPLACES PER IRC SECTION R1003. c). HEARTH SHALL CONFORM TO IRC REQUIREMENTS.

B' VENT FOR MECHANICAL. 1" CLEARANCE ALL SIDES. PER IRC SECTION R1005.3.

24 HOUR TIMER TO WHOLE HOUSE FAN

SYMBOLS & LEGEND

T

WF

EXHAUST FAN: - VTOS -50 CFM MIN. TYP -100 CFM MIN. @ KITCHEN

WHOLE HOUSE EXHAUST FAN: - VTOS -100 CFM MIN.

THERMOSTAT: -PROVIDE 2x8 BLOCK @ 51" A.F.F.

110V SMOKE DETECTOR: -W/ DISCONNECTION SWITCH & BATERY BACKUP

F

T

FURN. WH

1

001

INDICATES WINDOW CALLOUT -SEE SCHEDULE

FURNACE/WATER HEATER: -PROVIDE COMBUSTIONABLE AIR FROM OUTSIDE. -PROVIDE PRESSURE RELIEF LINE TO OUTSIDE. -SECURE WATER HEATER TOP & BOTTOM.

INDICATES DOOR CALLOUT -SEE SCHEDULE

GENERAL PLAN NOTESSEE SHEET A0.2 FOR GENERAL CONSTRUCTIONSPECIFICATIONS & REQUIREMENTS.

1.

2.

3. FOR BUILDING MATERIALS SEE THE "TYPICAL BUILDING MATERIALS" ON THE BUILDING SECTION SHEET.

SEE BUILDING ELEVATIONS FOR PLATE HEIGHTS, WINDOW HEAD HEIGHTS AND WINDOW OPERATION.

LEVEL 1 FLOOR PLANScale: 1/4=1'-0" A3

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P-16

P-15

P-14

P-17

P-5

P-6

P-8

P-9

P-10

P-11

P-12

P-13






P-1

P-2

P-3

P-4

FLOOR PLAN KEYNOTES




P-7





SYMBOLS & LEGEND

T

WF





F

T

FURN. WH

1

001





1.

2.



LEVEL 1 REFLECTED CEILING PLANScale: 1/4=1'-0" A3.1

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3 3

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3

1

3

3

2

14

4 42

2

1

3

3

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4

2

2

2

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1

1

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SYMBOLS & LEGEND

WALL BELOW

1

WALL ABOVE







7.

6.

3.

2.






5.


8.


9.

2x6 OVERFRAMING @ 24" OC. U.N.O. FOR SPANS GREATER THEN 8'-0" PROVIDE 2x KICKERS AT 8'-0" oc (MIN).

F-10

F-9 TOP OF BEAM 5" BELOW TOP OF JOISTS TO ALLOW FOR HVAC.

SEE ELEVATIONS AND SECTIONS FOR PLATE HEIGHT.

F-8

F-7 FLOOR JOISTS.PER IRC SECTION R502.

ATTIC SPACE VENT.SEE ROOF VENT CALCULATIONS.

F-6

F-5 TOP OF BEAM IS FLUSH w/ BOTTOM OF JOISTS w/ NO TOP PLATE. CUT ADJACENT FRAMING MEMBERS INTO BEAM FOR ADEQUATE SUPPORT.

UPSET - BOTTOM OF BEAM EVEN w/ BOTTOM OF JOISTS. TOP OF BEAM EXTENDS ABOVE JOISTS.

F-4

F-3 ALIGN INSIDE FACE OF BEAM WITH OUTSIDE FACE OF WALL.

F-2 RAKED PONY WALL ON TOP OF LOWER ROOF SUPPORTING UPPER ROOF FRAMING MEMBERS.

BACK FRAMING AT SOFFIT AREA AS REQ'D TO ALLOW FOR HVAC DUCTING.

FRAMING KEYNOTES

F-1

F-11 SOLID BLOCKING THROUGH JOIST SYSTEM TO PROVIDE SAME AREA OF SUPPORT AS ABOVE.

LEVEL 2 FRAMING PLANScale: 1/4=1'-0" A4

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MOMENT FRAME

PROVIDE CONTINUOUS HEADERFOR FUTURE WALL REMOVAL

P-1234" HI HANDRAIL VTOS

36" HIGH HALF WALL

P-17

VTOSP-17

P-12

P-12

P-12

P-5

P-5

BUNK BED

R&S

BUNK BEDSHELF FOR

P-4

P-4 P-4

P-4 P-4

R&S

AA11

AA11

P-3

P-9

SL

OP

E

SL

OP

E

ADD RELITESIZE TO BE DETERMINED

36" HIGH HALF WALL

W/ 12" WIDE BOOKCASE

SHOJI SCREEN

12x12 COL.

P-12

10'X6"

SOFFITED@7'-6" AFF

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39

50 1

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200524

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2005

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P-16

P-15

P-14

P-17

P-5

P-6

P-8

P-9

P-10

P-11

P-12

P-13






P-1

P-2

P-3

P-4

FLOOR PLAN KEYNOTES




P-7





SYMBOLS & LEGEND

T

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F

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2.




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PROVIDE CONTINUOUS HEADERFOR FUTURE WALL REMOVAL

MOMENT FRAME

1

1

3

3

333

1

1

1

1

1

3

3

4

4

3

3

2

4

3

1

2

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2005

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50 1

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SYMBOLS & LEGEND

WALL BELOW

1

WALL ABOVE







7.

6.

3.

2.






5.


8.


9.

2x6 OVERFRAMING @ 24" OC. U.N.O. FOR SPANS GREATER THEN 8'-0" PROVIDE 2x KICKERS AT 8'-0" oc (MIN).

F-10

F-9 TOP OF BEAM 5" BELOW TOP OF JOISTS TO ALLOW FOR HVAC.

SEE ELEVATIONS AND SECTIONS FOR PLATE HEIGHT.

F-8

F-7 FLOOR JOISTS.PER IRC SECTION R502.

ATTIC SPACE VENT.SEE ROOF VENT CALCULATIONS.

F-6

F-5 TOP OF BEAM IS FLUSH w/ BOTTOM OF JOISTS w/ NO TOP PLATE. CUT ADJACENT FRAMING MEMBERS INTO BEAM FOR ADEQUATE SUPPORT.

UPSET - BOTTOM OF BEAM EVEN w/ BOTTOM OF JOISTS. TOP OF BEAM EXTENDS ABOVE JOISTS.

F-4

F-3 ALIGN INSIDE FACE OF BEAM WITH OUTSIDE FACE OF WALL.

F-2 RAKED PONY WALL ON TOP OF LOWER ROOF SUPPORTING UPPER ROOF FRAMING MEMBERS.

BACK FRAMING AT SOFFIT AREA AS REQ'D TO ALLOW FOR HVAC DUCTING.

FRAMING KEYNOTES

F-1

F-11 SOLID BLOCKING THROUGH JOIST SYSTEM TO PROVIDE SAME AREA OF SUPPORT AS ABOVE.

LEVEL 3 FRAMING PLANScale: 1/4=1'-0" A6

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P-12

P-12

VTOS

P-12

P-13

P-7

P-5P-4

P-4

P-3

P-9

P-4

P-17

R&S

R&S

R&S

AA11

AA11

FPHB

FPHB

A71

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2005

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P-16

P-15

P-14

P-17

P-5

P-6

P-8

P-9

P-10

P-11

P-12

P-13






P-1

P-2

P-3

P-4

FLOOR PLAN KEYNOTES




P-7





SYMBOLS & LEGEND

T

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F

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FURN. WH

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1.

2.




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LEVEL 1

LEVEL 3

LEVEL 2

EL 34

EL 34

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2005

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WEST ELEVATIONScale: 1/4=1'-0"

A9NORTH ELEVATIONScale: 1/4=1'-0"

H:\2

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LEVEL 1

PLATE HEIGHT

LEVEL 3

LEVEL 2

EL 34

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2nd

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05

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2005

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39

50 1

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SOUTH ELEVATIONScale: 1/4=1'-0"

A10EASTELEVATIONScale: 1/4=1'-0"

H:\2

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1/2" GWBSIZE AND SPACING)(SEE FRAM'G PLAN FOR FRMG PER PLANS3/4" PLYW'D SUBFL'RFLOOR SYSTEM

R-10 INSULATION

WELL DRAINED4" GRAVEL BED6 MIL VISQUEEN

W/ 6X6 10/10 WWM4" CONC. SLABFLOOR SYSTEM

3" SLOPE

R-30 BATT INSULATIONSOFFIT MATERIAL

CROSSBANDS UNDER FACE1/2" APA AC EXT. PLYWD. W/ PLUGGEDWATERPROOF MEMBRANE SYSTEM

P.T. JOIST PER PLAN3/4" CDX T&G PLYWD.

DECK FRAMING

R-30 BATT INSULATION1/2" GWB

SIZE AND SPACING)

FRMG PER PLANS(SEE FRAM'G PLAN FOR

3/4" PLYW'D SUBFL'RFLOOR SYSTEM

TRUSSES PER PLANR-38 INSULATION1/2" GWB

7/16" OSB SHEATHINGROOFING FELT3 PLY ROOF

3/4" PLYW'D SUBFL'RFRMG PER PLANS(SEE FRAM'G PLAN FOR SIZE AND SPACING)1/2" GWB

FLOOR SYSTEM

EL 34LEVEL 1

33.81D1

CRAWL SPACE

D212

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2nd

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05

200524

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Sam

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. BLD

2005

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39

50 1

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V 20

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200524

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. BLD

2005

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BUILDING SECTION A-AScale: 1/4=1'-0"

A11

abbreviations project information · · 2007-10-18installed in accordance with the provisions set...

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