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Home My WebLink AboutP_N 29th_Permit_Set_20200702_v1A.C.T.ACOUSTICAL CLG TILE CD CARBON MONOXIDE DETECTOR CLG CEILING C.T.COMMON TRUSS CLR CLEAR COMP COMPOSITION CONC CONCRETE DBL DOUBLE DIA DIAMETER F.F.FINISH FLOOR F.E.FIRE EXTINGUISHER F.E.C.FIRE EXTINGUISHER CABINET F.D.FLOOR DRAIN FLR FLOOR G.T.GIRDER TRUSS GWB GYPSUM WALL BOARD GYP GYPSUM HDWD HARDWOOD HGT HEIGHT H.M.HIP MASTER MFR MANUFACTURER MIL MILLIMETERS N.I.C.NOT IN CONTRACT N.T.S.NOT TO SCALE O.C.ON CENTER PLYW'D PLYWOOD P.T.PRESSURE TREATED REFER REFRIGERATOR R.A.RETURN AIR R.O.ROUGH OPENING R&S ROD AND SHELF S.A.SUPPLY AIR SCHED SCHEDULE SD SMOKE DETECTOR SH SHELVES SHT SHEET SHWR SHOWER SIM SIMULAR S.S.STAINLESS STEEL STOR STORAGE SUSP SUSPENDED TEL TELEPHONE THERM THERMOSTAT TYP TYPICAL U.C.L.UNDERCABINET LIGHTS U.N.O.UNLESS NOTED OTHERWISE V VINYL VB VAPOR BARRIER V.C.T.VINYL COMPOSITION TILE VTOS VENT TO OUTSIDE W.C.WATER CLOSET W.P.WATER PROOF w/WITH w/o WITHOUT WD WOOD W/D WASHER AND DRYER PROJECT ADDRESS: BUILDER: 909 N 29TH STREET RENTON, WA, 98056 DESIGNER: SCOPE OF WORK: ENGINEER: LEGAL DESCRIPTION: BIDDER DESIGN: ELECTRICAL, MECHANICAL, PLUMBING, MFR TRUSS CONNECTIONS, EXTERIOR CLADDING TO BE BIDDER DESIGNED/DEFERRED SUBMITTAL (PER 106.3.4.2) CONSTRUCT A NEW XXXX SQ FT RESIDENCE. ATERA HOMES, LLC 451 DUVALL AVE NE, SUITE 115 RENTON, WA, 98059 CONTACT:PAUL MONSEF PHONE:(206) 612-8647 EMAIL:paul@monsefdesign.com MONSEF DESIGN STUDIO, LLC 451 DUVALL AVE NE, SUITE 115 RENTON, WA 98059 CONTACT:MILTON ORELLANA PHONE:(425) 306-2758 EMAIL:Milton@aterahomes.com LOT 3, BLOCK 12, C.D. HILLMANS LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEATTLE NO. 1, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 63, RECORDS OF KING COUNTY, WASHINGTON; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. BTL ENGINEERING 19011 WOODINVILLE SNOHOMISH ROAD NE, SUITE 100 WOODINVILLE, WA 98072-4436 CONTACT:RYAN HARTMAN PHONE:425-814-8448 FAX: 425-821-2120 EMAIL:ryan.hartman@btleng.net AREA, SQUARE... Name Area Lower Floor 1457 SF MainFloor 2102 SF Gross Building Area: 23559 SF Garage 634 SF Porch 92 SF Covr'd Balcony 306 SF Exterior Area: 4 1032 SF Grand total: 6 4590 SF ENERGY COMPLIANCE SCALE 24X36: PROJECT NO: ISSUE DATE: DRAWN BY: CHECKED BY: * NOTE:11X17 SETS ARE REDUCED 50%; SCALE DRAWINGS ACCORDINGLY. 451 DUVALL AVE NE, RENTON, W A 98059206.612.8647 | WWW.ATERAHOMES.COM1 : 1 7/2/2020 9:49:02 AMC:\Users\MiltonOrellana\MDDG\mddg - Documents\MDDG Current Projects\2019\19012 N 29th, Kennydale\05 Construction Docs\19011-05 N 29th, Kennydale.rvtCOVER SHEET 19011 2020/06/05 SPM A000 PERMIT SET909 N 29TH STREETBELLEVUE, WAMO ENERGY CODE NOTES DRAWING INDEX NUMBER SHEET NAME REV. ID REV. DATE EXHIBIT 'A'FLOW CONTROL BMP SITE PLAN LP LANDSCAPE PLAN SP SITE PLAN TESC EROSION CONTROL PLAN : 4 A000 COVER SHEET A001 CODE NOTES A002 ENERGY NOTES A003 ENERGY/VENTING CALCULATIONS A100 SURVEY A101 SITE PLAN & AREA/HT CALCULATIONS A301 MAIN FLOOR A401 UPPER FLOOR A501 UPPER ROOF PLAN A601 ELEVATIONS A701 SECTIONS A702 SECTIONS A801 SCHEDULES ARCHITECTURAL 'A': 13 D101 FOUNDATION & FRAMING DETAILS D102 FRAMING DETAILS D301 ROOF DETAILS DETAIL 'D': 3 i101 INTERIOR PLANS i102 INTERIOR PLANS i201 KITCHEN INTERIORS i202 POWDER ROOM i203 MASTER BATH INTERIORS 'i': 5 S101 GENERAL STRUCTURAL NOTES S201 FOUNDATION/MAIN FLOOR FRAMING PLAN S301 UPPER FLOOR FRAMING PLAN S401 ROOF FRAMING PLAN S601 STRUCTURAL DETAILS S602 STRUCTURAL DETAILS S603 STRUCTURAL DETAILS STRUCTURAL 'S': 7 VICINITY MAPABBREVIATIONS PROJECT INFO PROPOSED RESIDENCE TO COMPLY WITH THE PRESCRIPTIVE VENTILATION REQUIREMENTS OF SECTION M1507 OF THE IRC. AN INTERMITTENT WHOLE HOUSE VENTILATION SYSTEM INTEGRATED WITHIN THE FORCED AIR SYSTEM **SEE THE MECHANICAL VENTILATION M1507 OF THE WA STATE RESIDENTIAL CODE SECTION ON SHEET A002 MECHANICAL VENTILATION REQUIREMENTS PROPOSED RESIDENCE TO COMPLY WITH THE PRESCRIPTIVE REQUIREMENTS OF THE 2015 W.S.E.C. - SEE WSEC FORM/REQUIREMENTS ON SHEET A002 & A003. SHT# SYMBOLS & LEGEND: A101 1 SIM NEW WALL: INFILL PHASE EXISTING WALL: SHELL / CORE PHASE GRID LINES SHEET LAYOUT DESIGNATION: VIEW # / SHEET # DOOR TAG: -SEE DOOR SCHEDULE. ELEVATION DESIGNATION: VIEW # / SHEET # SHEARWALL TAG: SEE SHEARWALL SCHEDULEWINDOW TAG: -SEE WINDOW SCHEDULE EXIST. CONTOURS NEW CONTOURS INDICATES STRUCTURAL KEYNOTE WITH INDEXED NUMBER. SEE STRUCTURAL KEYNOTE SCHEDULE. EXHAUST FAN PER M1507: -50 CFM MIN., TYP. U.N.O. -100 CFM MIN. @ KITCH. WHOLE HOUSE EXHAUST FAN: -150 CFM MIN. -SEE M1507.3 ON SHT A002 THERMOSTAT: -PROVIDE 2x8 BLK'G AT 51" A.F.F. T 24HR TIMER TO W.H. FAN -SEE M1508 ON SHT A002 T WH FURN 110V SMOKE DETECTOR PER R314: -W/ DISCONNECTION SWITCH & BATTERY BACKUPSD CARBON MONOXIDE DETECTOR PER R315CD FURNACE/WATER HEATER: -PROVIDE COMBUSTIONABLE AIR FROM OUTSIDE. -PROVIDE PRESSURE RELIEF LINE TO OUTSIDE. -SECURE WATER HEATER TOP & BOTTOM. HD# 003 01 sw# GRID GRID CODE INFORMATION: BUILDING AREAS:SEE SQUARE FOOTAGE SCHED. THIS SHEET. CODE COMPLIANCE:2015 IBC with statewide and City amendments CONTR. CLASS:TYPE V CONSTRUCTION GLAZING:SEE ENERGY CODE NOTES ON THIS SHEET. PARCEL #:334210-0737 ZONE:R-8 GENERAL INFORMATION: PARCEL DESCRIPTION: PROPERTY TYPE:R -RESIDENTIAL SINGLE PRESENT USE:FAMILY(RES USE/ZONE) LOT AREA:5,104 SF PLAT BLOCK:12 PLAT LOT:3 Q-S-T-R: SW-32-24-5 EFFICIENT BUILDING ENVELOPE 1A: PRESCRIPTIVE COMPLIANCE IS BASED ON TABLE R402.1.1 WITH THE FOLLOWING MODIFICATIONS: • FENESTRATION U VALUE = 0.28 • FLOOR INSULATION = R-38 • SLAB ON GRADE = R-10 PERIMETER AND UNDER ENTIRE SLAB AT CONDITIONED SPACES • SLAB BELOW GRADE = R-10 PERIMETER AND UNDER ENTIRE SLAB AT CONDITIONED SPACES HIGH EFFICIENCY HVAC 3A: GAS, PROPANE OR OIL FIRED FURNACE WITH MINIMUM AFUE OF 94%, OR GAS, PROPANE OR OIL FIRED BOILER WITH MINIMUM AFUE OF 92% • Furnace or Boiler: Manufacturer/Model #: 1. BRYANT 215 SERIES 2. SEER: 15 3. HSPF: 8.5 EFFICIENT WATER HEATING 5A: WATER HEATING SYSTEM SHALL INCLUDE ONE OF THE FOLLOWING: • GAS, PROPANE OR OIL WATER HEATER WITH A MINIMUM EF OF 0.62 OR ELECTRIC WATER HEATER WITH A MINIMUM EF OF 0.93. 1. FOR BOTH CASES ALL SHOWERHEAD AND KITCHEN SINK FAUCETS INSTALLED IN THE HOUSE SHALL BE RATED AT 1.75 GPM OR LESS. 2. ALL OTHER LAVATORY FAUCETS SHALL BE RATED AT 1.0 GPM OR LESS. EFFICIENT WATER HEATING 5C: THE PROPOSED WATER HEATING SYSTEM SHALL INCLUDE A HIGH EFFICIENCY CONDENSING TANKLESS GAS WATER HEATER WITH A MINIMUM EF OF 0.91. PROPOSED MODEL: • NORITZ TANK LESS NATURAL GAS WATER HEATER, MODEL NRC98DV • UNIFORM ENERGY FACTOR: 0.91 (NG)No.DateDescription TABLE R602.3(1) FASTENERS SCHEDULE FOR STRUCTURAL MEMBERS ITEM DESCRIPTION OF BUILDING MATERIALS NUMBER AND TYPE OF FASTENER a, b, c SPACING OF FASTENERS ROOF 1 BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE 3-8d (2-1/2" x 0.131")TOE NAIL 2 CEILING JOISTS TO TOP PLATE 3-8d (2-1/2" x 0.131")PER JOIST, TOE NAIL 3 CLG JSTS NOT ATTACHED TO PARALLEL RFTRS, LAPS OVER PARTITIONS 4-10d BOX (2-1/2" x 0.113") OR 3-16d C (3-1/2" x 0.162")FACE NAIL 4 CEILINGJOIST ATTACHED TO PARALLEL RAFTER (HEEL JOINT)PER TABLE R802.5.1(9)FACE NAIL 5 COLLAR TIE RAFTER, OR 1-1/4"x20 GAGE RIDGE STRAP TO RAFTER 3-10d (3" x 0.148")FACE NAIL EACH RAFTER 6 RAFTER TO PLATE 3-16d (3-1/2" x 0.135") 2 TOE NAILS ON ONE SIDE AND 1 ON OPPOSITE, EACH RAFTER/TRUSS 7 ROOF RAFTERS TO RIDGE, VALLEY OR HIP RAFTERS:4-16d (3-1/2" x 0.135")TOE NAIL 3-16d (3-1/2" x 0.135")END NAIL WALL 7 BUILT-UP CORNER STUDS 10d (3" x 0.128")24" O.C. 8 BUILT-UP HEADER, TWO PIECES WITH 1/2" SPACER 16d (3-1/2" x 0.135") 16" O.C. ALONG EACH EDGE9CONTINUED HEADER, TWO PIECES 16d (3-1/2" x 0.135") 10 CONTINUOUS HEADER TO STUD, TOE NAIL 4-8d (2-1/2" x .0113") 11 DOUBLE STUDS, FACE NAIL 10d (3" x 0.128")24" O.C.12 DOUBLE TOP PLATE, FACE NAIL 10d (3" x 0.128") 13 DOUBLE TOP PLATES, MINIMUM 24-INCH OFFSET OF END JOINTS,- FACE NAIL IN LAPPED AREA 8-16d (3-1/2" x 0.135") 14 SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL 16d (3-1/2" x 0.135") 16" O.C. 15 SOLE PLATE TO JOIST BLOCKING AT BRACED WALL PANELS 3-16d (3-1/2" x 0.135") 16 STUD TO SOLE PLATE, TOE NAIL 3-8d (2-1/2" x 0.113") OR 2-16d (3-1/2" x 0.135") 17 TOP OR SOLE PLATE TO STUD, END NAIL 2-16d (3-1/2" x 0.135") 18 TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS, FACE NAIL 2-10d (3" x 0.128") 19 1" BRACE TO EACH STUD AND PLATE, FACE NAIL 2-8d (2-1/2" x 0.113") 2 STAPLES 1-3/4" 20 1" X 6" SHEATHING TO EACH BEARING, FACE NAIL 2-8d (2-1/2" x 0.113") 2 STAPLES 1-3/4" 21 1" X 8" SHEATING TO EACH BEARING, FACE NAIL 2-8d (2-1/2" x 0.113") 2 STAPLES 1-3/4" 22 WIDER THAN 1" X 8" SHEATHING TO EACH BEARING, FACE NAIL 3-8d (2-1/2" x 0.113") 4 STAPLES 1-3/4" FLOOR 23 JOIST TO SILL OR GIRDER, TOE NAIL 3-8d (2-1/2" x 0.113") -24 1" X 6" SUBFLOOR OR LESS TO EACH JOIST, FACE NAIL 2-8d (2-1/2" x 0.113") 2 STAPLES 1-3/4" 25 2" SUBFLOOR TO JOIST OR GIRDER, BLIND AND FACE NAIL 2-16d (3-1/2" x 0.135") 26 RIM JOIST TO TOP PLATE, TOE NAIL (ROOF APPLICATIONS ALSO)8d (2-1/2" x .0113")6" O.C. 27 2" PLANKS (PLANK & BEAM - FLOOR & ROOF)2-16d (3-1/2" x 0.135")AT EACH BEARING 28 BUILT-UP GIRDERS AND BEAMS, 2-INCH LUMBER LAYERS 10d (3" x 0.128") NAIL EACH LAYER AS FOLLOWS: 32" O.C. AT TOP AND BOTTOM AND STAGGERED. TWO NAILS AT ENDS AND AT EACH SPLICE 29 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 3-16d (3-1/2" x 0.135")AT EACH JOIST OR RFTR ITEM DESCRIPTION OF BLDG MATERIALS DESCRIPTION OF FASTENER a, b, c SPACING OF FASTENERS EDGES i INTERMEDIATE SUPPORTS c, e WOOD STRUCTURE PANELS, SUBFLOOR, ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND PARTICLEBOARD WALL SHEATHING TO FRAMING 30 3/8" - 1/2"6d COMMON (2" x 0.113") NAIL (SUBFLOOR WALL) i 6"12" (g) 8d COMMON (2-1/2" x 0.131") NAIL (ROOF) 31 5/16" - 1/2"6d COMMON (2" x 0.113") NAIL (SUBFLOOR WALL) 8d COMMON (2-1/2" x 0.131") NAIL (ROOF)f 32 19/32" - 1"8d COMMON NAIL (2-1/2" x 0.131") 33 1-1/8" -1 -1/4"10d COMMON (3" x 0.148" NAIL OR 8d (2-1/2" x 0.131") DEFORMED NAIL FOR SI: 1 INCH = 25.4 MM. 1 FOOT = 304.8 MM, 1 MILE PER HOUR = 0.447 M/S; 1KSI = 6.895 MPA a.ALL NAILS ARE SMOOTH-COMMON, BOX OR DEFORMED SHANKS EXCEPT WHERE OTHERWISE STATED. NAILS USED FOR FRAMING AND SHEATHING CONNECTIONS SHALL HAVE MINIMUM AVERAGE BENDING YIELD STRENGTHS AS SHOWN: 80 KSI FOR SHANK DIAMETER OF 0.192 INCH (20d COMMON NAIL), 90 KSI FOR SHANK DIAMTERS LARGER THAN 0.142 INCH BUT NOT LARGER THAN 0.177 INCH, AND 100KSI FOR SHANK DIAMETERS OF 0.142 INCH OR LESS. b.STAPLES ARE 16 GAGE WIRE AND HAVE A MINIMUM 7/16-INCH ON DIAMETER CROWN WIDTH c.NAILS SHALL BE SPACED AT NOT MORE THAN 6 INCHES ON CENTER AT ALL SUPPORTS WHERE SPANS ARE 48 INCHES OR GREATER d.4 X 8 FOOT OR 4 X 9 FOOT PANELS SHALL BE APPLIED VERTICALLY e.SPACING OF FASTENERS NOT INCLUDED IN THIS TABLE SHALL BE BASED ON TABLE R602.3(2) f.FOR REGIONS HAVING BASIC WIND SPEED OF 110 MPH OR GREATER, 8d DEFORMED (2-1/2" x 0.120) NAILS SHALL BE USED FOR ATTACHING PLYWOOD AND WOOD STUCTURAL PANEL ROOF SHEATHING TO FRAMING WITHIN MINIMUM 48-INCH DISTANCE FROM GABLE END WALLS, IF MEAN ROOF HEIGHT IS MORE THAN 25 FEET, UP TO 35 FEET MAXIMUM. g.FOR REGIONS HAVING BASIC WIND SPEED OF 100 MPH OR LESS, NAILS FOR ATTACHING WOOD STRUCTURAL PANEL ROOF SHEATHING TO GABLE END WALL FRAMING SHALL BE SPACED 6 INCHES ON CENTER. WHEN BASIC WIND SPEED IS GREATER THAN 100 MPH, NAILS FOR ATTACHING PANEL ROOF SHEATHING TO INTERMEDIATE SUPPORTS SHALL BE SPACED 6 INCHES ON CENTER FOR MINIMUM 48-INCH DISTANCE FROM RIDGES, EAVES AND GABLE END WALLS; AND 4 INCHES ON CENTER TO GABLE END WALL FRAMING. h.GYP SHEATHING SHALL CONFORM TO ASTM C 1396 AND SHALL BE INSTALLED IN ACCORDANCE WITH GA 253. FIBERBOARD SHEATHING SHALL CONFORM TO ASTM C 208 i.SPACING OF FASTENERS ON FLOOR SHEATHING PANEL EDGES APPLIES TO PANEL EDGES SUPPORTED BY FRAMING MEMBERS AND REQUIRE BLOCKING AND AT ALL FLOOR PERIMETERS ONLY. SPACING OF FASTENERS ON ROOF SHEATHING PANEL EDGES APPLIES TO PANEL EDGES SUPPORTED BY FRAMING MEMBERS AND REQUIRED BLOCKING. BLOCKING OF ROOF OR FLOOR SHEATHING PANEL EDGES PERPENDICULAR TO THE FRAMING MEMBERS NEED NOT BE PROVIDED EXCEPT AS REQUIRED BY OTHER PROVISIONS OF THIS CODE. FLOOR PERIMETER SHALL BE SUPPORTED BY FRAMING MEMBERS OR SOLID BLOCKING.SCALE 24X36: PROJECT NO: ISSUE DATE: DRAWN BY: CHECKED BY: * NOTE:11X17 SETS ARE REDUCED 50%; SCALE DRAWINGS ACCORDINGLY. 451 DUVALL AVE NE, RENTON, W A 98059206.612.8647 | WWW.ATERAHOMES.COM7/2/2020 8:52:42 AMC:\Users\MiltonOrellana\MDDG\mddg - Documents\MDDG Current Projects\2019\19012 N 29th, Kennydale\05 Construction Docs\19011-05 N 29th, Kennydale.rvtCODE NOTES 19011 2020/06/05 SPM A001 PERMIT SET909 N 29TH STREETBELLEVUE, WAMO 15 PSF 12 PSF 10 PSF FLOOR: ROOF: WALLS: ATTICS WITH STORAGE: WITHOUT STORAGE: DECKS: EXTERIOR BALCONIES: FIRE ESCAPES: 40 PSF 60 PSF 40 PSF 200 PLF 20 PSF 10 PSF 200 PLF 200 PSF SLEEPING ROOMS: 40 PSF 30 PSF STAIRS: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 CRYSTALLINE BEDROCK 12,000 3,000 2,000*** 1,500 4,000 R403 FOOTINGS • 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. R402 MATERIALS 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 R402.2 TABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE R401 GENERAL 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. IN ADDITION TO THE PROVISIONS OF THIS CHAPTER, THE DESIGN AND CONSTRUCTION OF FOUNDATIONS IN AREAS PRONE TO FLOODING AS ESTABLISHED BY TABLE R301.2(1) SHALL MEET THE PROVISIONS OF SECTION R322. 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 R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATIONS MATERIALS ***U.N.O. 2,000 PSF SOIL BEARING IS ASSUMED FOR THIS PROJECT. VERIFY WITH STRUCTURAL NOTES TRIBUTARY LOADED AREA IN SQUARE FEET FOR ANY STRUCTURAL MEMBER PORCHES, CARPORT SLABS & STEPS EXPOSED TO WEATHER & GARAGE FLOOR SLABS. R301 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 THE SNOW LOAD INDICATED IN TABLE R301.2(1), WHICHEVER IS GREATER. TABLE R301.6 MINIMUM 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. R317 PROTECTION AGAINST DECAY317.1 LOCATION REQUIRED. IN AREAS SUBJECT TO DECAY DAMAGE AS ESTABLISHED BY TABLE R301.2(1)LOCATIONS REQUIRED BY SECTION R317.1, SHALL BE PRESERVATIVE-TREATED IN ACCORDANCE WITH AWPA U1 FOR THE SPECIES, PRODUCT, PRESERVATIVE AND END USE. PRESERVATIVES SHALL BE LISTED IN SECTION 4 OF AWPA U1 317.1.1 FIELD TREATMENT FIELD-CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE-TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. 6.1 GENERAL • ALL CUTS, HOLES AND INJURIES SUCH AS ABRASIONS OR HOLES FROM REMOVAL OF NAILS AND SPIKES WHICH MAY PENETRATE THE TREATED ZONE SHALL BE FIELD TREATED. AN AWPA ACCEPTED PRESERVATIVE SYSTEM, DETERMINED APPROPRIATE IN ACCORDANCE WITH AWPA M4 SECTION 7, SHALL BE USED FOR FIELD TREATMENT. • APPLY PRESERVATIVES IN ACCORDANCE WITH THE PRODUCT LABEL. • COAT ANY SURFACE THAT IS EXPOSED BY DAMAGE OR FIELD FABRICATION WHILE NOT USING EXCESS PRESERVATIVE. • ANY EXCESS PRESERVATIVE NOT ABSORBED BY THE WOOD PRODUCT SHALL BE CLEANED FROM THE SURFACE PRIOR TO THE USE OF THE PRODUCT. • BORED HOLES FOR CONNECTORS OR BOLTS MAY BE TREATED BY PUMPING COAL-TAR ROOFING CEMENT MEETING ASTM D5643 INTO HOLES USING A GREASE GUN OR SIMILAR DEVICE. • CAREFUL ATTENTION SHOULD BE GIVEN TO MATERIALS PLACED INTO WET ENVIRONMENTS. • AREA TO BE TREATED SHALL BE CLEAN, DRY AND FREE OF EXCESS PRESERVATIVE. 7.1 PRESERVATIVES • THE PRESERVATIVE SYSTEM FOR FIELD TREATMENT SHALL BE DETERMINED BY THE TYPE OF PRESERVATIVE ORIGINALLY USED TO PROTECT THE PRODUCT. • THE PRESERVATIVES DESIGNATED IN AWPA M4 SECTIONS 7.1.1, AND 7.1.2 ARE SUITABLE ALTERNATIVES WHEN NO MATCH CAN BE FOUND. RISE 12" PER FOOT (1:1) AND GREATER. FLAT OR RISE LESS THAN 4" PER FOOT (1:3). RISE LESS 4" PER FLOOR (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: R101 TITLE, SCOPE AND PURPOSE CHAPTER 3: BUILDING 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 MATERIAL LOAD BEARING PRESSURE (PSF) CHAPTER 1: ADMINISTRATION CHAPTER 4: FOUNDATIONS CHAPTER 9: ROOF ASSEMBLIES R901 GENERAL 901.1 SCOPE. THE PROVISIONS SET FORTH IN CHAPTER 9 OF THE IRC, SHALL GOVERN THE DESIGN, MATERIALS, CONSTRUCTION AND QUALITY OF ROOF ASSEMBLIES. R801 GENERAL 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. R701 GENERAL 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 8: ROOF-CEILING CONSTRUCTION CHAPTER 7: WALL COVERING R404 FOUNDATION 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 R404.1.3 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. R613 EXTERIOR 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). R601 GENERAL R501 GENERAL 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 6: WALL CONSTRUCTION CHAPTER 5: FLOORS 2015 UNIFORM PLUMBING CODE 313 PROTECTION OF PIPING, MATERIALS, AND STRUCTURES SECTION 313.12 RATPROOFING a. STRAINER PLATES ON DRAIN INLETS SHALL HAVE ½-INCH OPENINGS MAX. b. METER BOXES SHALL BE CONSTRUCTED IN SUCH A MANNER THAT RATS CANNOT ENTER A BLDG BY FOLLOWING THE SERVICE PIPES FROM THE BOX INTO THE BLDG. c. WHERE OPENINGS HAVE BEEN MADE IN WALLS, FLOORS, OR CLGS FOR THE PASSAGE OF PIPES, SUCH OPENINGS SHALL BE CLOSED AND PROTECTED BY THE INSTALLATION OF APPROVED METAL COLLARS SECURELY FASTENED TO THE ADJOINING STRUCTURE. d. TUB WASTE OPENINGS IN FRAMED CONSTRUCTION TO CRAWL SPACES AT OR BELOW THE FIRST FLOOR SHALL BE PROTECTED BY THE INSTALLATION OF APPROVED METAL COLLARS OR METAL SCREEN, WITH ½-INCH OPENINGS MAX, AND SECURELY FASTENED TO THE ADJOINING STRUCTURE. 317.1.2 GROUND CONTACT. ALL WOOD IN CONTACT WITH THE GROUND SHALL BE APPROVED PRESSURE-PRESERVATIVE-TREATED WOOD SUITABLE FOR GROUND CONTACT USE 317.3 FASTENERS. FASTENERS FOR PRESSURE PRESERVATIVE AND FIRE-RETARDANT-TREATED WOOD SHALL BE OF HOT-DIPPED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. EXCEPTION: 1. ONE-HALF-INCH DIAMETER OR GREATER STEEL BOLTS. 2. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE OF MECHANICALLY DEPOSITED ZINC COATED STEEL WITH COATING WEIGHTS IN ACCORDANCE WITH ASTM B 695, CLASS 55 MINIMUM 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. R602.3. DESIGN & CONSTRUCTION SEE TABLE R602.3(1)ON THIS SHEET FOR FASTENER / NAILING SCHEDULE 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 D0, D1, D2, AND E. 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.GENERAL CONSTRUCTION SPECS. AND CODE COMPLIANCE (2015 IRC, UPC & 20015 W.S.E.C.)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. [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) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA. GROUND SNOW LOAD: WIND SPEED: SEISMIC DESIGN CATEGORY: SUBJECT TO DAMAGE FROM: WEATHERING: FROST LINE DEPTH: TERMITE: WINTER DESIGN TEMP: ICE SHIELD UNDERLAYMENT REQUIRED: FLOOD HAZARDS: AIR FREEZING INDEX: MEAN ANNUAL TEMP: 25 PER STRUCT MODERATE 18" MODERATE 26 NO 175 50.5 No.DateDescription SCALE 24X36: PROJECT NO: ISSUE DATE: DRAWN BY: CHECKED BY: * NOTE:11X17 SETS ARE REDUCED 50%; SCALE DRAWINGS ACCORDINGLY. 451 DUVALL AVE NE, RENTON, W A 98059206.612.8647 | WWW.ATERAHOMES.COM7/2/2020 8:52:47 AMC:\Users\MiltonOrellana\MDDG\mddg - Documents\MDDG Current Projects\2019\19012 N 29th, Kennydale\05 Construction Docs\19011-05 N 29th, Kennydale.rvtENERGY NOTES 19011 2020/06/05 SPM A002 PERMIT SET909 N 29TH STREETBELLEVUE, WAMOGENERAL CONSTRUCTION SPECS. AND CODE COMPLIANCE (2015 IRC, UPC & 2015 W.S.E.C.)2015 WASHINGTON STATE ENERGY REQUIREMENTS M1507 MECHANICAL VENTILATION M1507.1 SOURCE SPECIFIC VENTILATION WHERE LOCAL EXHAUST OR WHOLE-HOUSE MECHANICAL VENTILATION IS PROVIDED, THE EQUIPMENT SHALL BE DESIGNED IN ACCORDANCE WITH THIS SECTION. a) SEE TABLE M1507.3.3 FOR MINIMUM VENTILATION RATES. M1507.3 WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM WHOLE-HOUSE MECHANICAL VENTILATION SYSTEMS SHALL BE DESIGNED IN ACCORDANCE WITH SECTION M1507.3.1 THOUGH M1507.3.3 • 1507.3.4.2 = SONE RATING = 1.0 • 1507.3.3(1) = 105 CFM • 1507.3.3(2) = 105 X 4 = 420 CFM/MIN 25% OPERATION M1601 DUCT CONSTRUCTION M1601.1 DESIGN DUCT SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISION OF THIS SECTION AND ACCA MANUAL D, THE APPLIANCE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR OTHER APPROVED METHODS. M1601.1.1 ABOVE GROUND DUCTS a. DISCHARGE TEMP LIMIT OF 250 DEGREES FAHRENHEIT b. LABEL WITH UL 181 AND INSTALLED TO MANUF. SPECS c. FIELD-FABRICATED, SHOP-FABRICATED, AND FLEXIBLE DUCT CONSTRUCTION SHALL CONFORM TO SMACNA HVAC DUCT CONSTRUCTION STANDARDS -METAL AND FLEXIBLE EXCEPT AS ALLOWED BY TABLE M1601.1.1 GALVANIZED STEEL SHALL CONFORM TO ASTM A 653 d. GYPSUM PERMITTED PROVIDED AIR TEMP IS LESS THAN 125 DEGREES F AND NOT SUBJECT TO CONDENSATION e. DUCT SYSTEMS SHALL BE CONSTRUCTED OF MATERIALS OF LESS THAN 200 FLAME SPREAD INDEX f. STUD WALL CAVITIES, SEE 7.1-7.5 M1601.2 VIBRATION ISOLATORS VIBRATION ISOLATORS INSTALLED BETWEEN MECHANICAL EQUIPMENT AND DUCTS SHALL BE FABRICATED FROM APPROVED MATERIALS LIST AND SHALL NOT EXCEED 10" IN LENGTH. M1601.3 DUCT INSULATION MATERIALS DUCT INSULATION MATERIALS TO CONFORM TO THE FOLLOWING: 1. DUCT COVERS AND LININGS TO MEET ASTM E 84 OR UL 723, AND ASTM E 2231 2. DUCT COVERINGS AND LININGS SHALL MEET ASTM C 411 3. REFLECTIVE DUCT INSULATION SHALL BE VISIBLE AT INTERVALS NO GREATER 36". R-VALUE IS DETERMINED IN ACCORDANCE WITH ASTM C 1668 M1601.4 INSTALLATION DUCT INSTALLATION SHALL COMPLY WITH SECTIONS M1601.1.1 THROUGH M1601.4.10 M1701 COMBUSTION AIR M1701.1 SCOPE SOLID FUEL-BURNING APPLIANCES SHALL BE PROVIDED WITH COMBUSTION AIR IN ACCORDANCE WITH THE APPLIANCE MANUFACTURER'S INSTALLATION INSTRUCTIONS. METHODS OF PROVIDING COMBUSTION AIR IN THIS CHAPTER DO NOT APPLY TO FIREPLACES, FIREPLACE STOVES AND DIRECT-VENT APPLIANCES. THE REQUIREMENTS FOR COMBUSTION AND DILUTION AIR FOR GAS-FIRED APPLIANCES SHALL BE IN ACCORDANCE WITH CHAPTER 24. 2015 WASHINGTON STATE / IRC EXHAUST SYSTEM REQUIREMENTS CHAPTER 3 GENERAL REQUIREMENTS R301 CLIMATE ZONES CLIMATE ZONES FROM TABLE R301.1 SHALL BE USED IN DETERMINING THE APPLICABLE REQUIREMENTS FROM CHAPTER 4. KING, SNOHOMISH & PIERCE COUNTY –4C (MARINE) R302 DESIGN CONDITIONS THE INTERIOR DESIGN TEMPERATURES USED FOR HEATING AND COOLING LOAD CALCULATIONS SHALL BE A MAXIMUM OF 72°F FOR HEATING AND MINIMUM OF 75°F FOR COOLING. THE HEATING OR COOLING OUTDOOR DESIGN TEMPERATURES SHALL BE SELECTED FROM APPENDIX C. CHAPTER 4 RESIDENTIAL ENERGY EFFICIENCY R401 GENERAL A PERMANENT CERTIFICATE SHALL BE POSTED WITHIN 36" OF THE ELECTRICAL DISTRIBUTION PANEL PER WSEC R401.3. THE CERTIFICATE SHALL LIST THE PREDOMINANT R-VALUES OF INSULATION INSTALLED IN OR ON CEILING/ROOF, WALLS, FOUNDATION (SLAB, BASEMENT WALL, CRAWLSPACE WALL AND/OR FLOOR), AND DUCTS OUTSIDE THE CONDITIONED SPACES; U-FACTORS FOR FENESTRATION; AND THE SOLAR HEAT GAIN COEFFICIENT (SHGC) OF FENESTRATION. THE CERTIFICATE SHALL ALSO LIST THE TYPE AND EFFICIENCY OF HEATING, COOLING, AND SERVICE WATER HEATING EQUIPMENT. R402 BUILDING THERMAL ENVELOPE THE BUILDING THERMAL ENVELOPE WILL MEET THE REQUIREMENTS OF SECTIONS R402.1.1 THROUGH R402.1.5 VERTICAL U-FACTOR: 0.28 HORZ. U-FACTOR: 0.50 CEILING R-VALUE:R-49 OR R-38 IF VAULTED (0.026) WOOD FRAME WALL:R-21 (0.056) + INSULATED HEADERS W/ R-10 FLOOR:R-38 (0.026) BELOW GRADE WALL:R-21 + THERMAL BREAK (0.047) SLAB ON GRADE:R-10 / L=24” R402.2.1 CEILINGS WITH ATTIC SPACES WHERE SECTION R402.1.1 WOULD REQUIRE R-49 IN THE CEILING, INSTALLING R-38 OVER 100 PERCENT F THE CEILING AREA REQUIRING INSULATION SHALL BE DEEMED TO SATISFY THE REQUIREMENT FOR R-49 WHEREVER THE FULL HEIGHT OF UNCOMPRESSED R-38 INSULATION EXTENDS OVER THE WALL TOP PLATE AT THE EAVES. THIS REDUCTION SHALL NOT APPLY TO THE U-FACTOR ALTERNATIVE APPROACH IN SECTION R402.1.3 AND THE TOTAL UA ALTERNATIVE IN SECTION R402.1.4. R402.2.1.1 LOOSE INSULATION IN ATTIC SPACES OPEN-BLOWN OR POURED LOOSE FILL INSULATION MAY BE USED IN ATTIC SPACES HERE THE SLOPE OF THE CEILING IS NOT MORE THAN 3 FEET IN 12 AND THERE IS AT LEAST 30 INCHES OF CLEAR DISTANCE FROM THE TOP OF THE BOTTOM CHORD OF HE TRUSS OR CEILING JOIST TOTHE UNDERSIDE OF THE SHEATHING AT THE ROOF EDGE. R402.2.3 EAVE BAFFLE FOR AIR PERMEABLE INSULATIONS IN VENTED ATTICS, A BAFFLE SHALL BE INSTALLED ADJACENT TO SOFFIT AND EAVE VENTS. BAFFLES SHALL MAINTAIN AN OPENING EQUAL OR GREATER THAN THE SIZE OF THE VENT. THE BAFFLE SHALL EXTEND OVER THE TOP OF THE ATTIC INSULATION. THE BAFFLE SHALL BE PERMITTED TO BE ANY SOLID MATERIAL. R402.2.4 ACCESS HATCHES AND DOORS ACCESS DOORS FROM CONDITIONED SPACES TO UNCONDITIONED SPACES (E.G., ATTICS AND CRAWL SPACES) SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. R402.2.7 FLOORS FLOOR INSULATION SHALL BE INSTALLED TO MAINTAIN PERMANENT CONTACT WITH THE UNDERSIDE OF THE SUBFLOOR DECKING. INSULATION SUPPORTS SHALL BE INSTALLED SO SPACING IS NO MORE THAN 24-INCHES ON CENTER. FOUNDATION VENTS SHALL BE PLACED SO THAT THE TOP OF THE VENT IS BELOW THE LOWER SURFACE OF THE FLOOR INSULATION. a. PROVIDE R-10 CONTINUOUS INSULATION UNDER HEATED SLAB ON GRADE FLOORS PER R402.2.9.1. b. PROVIDE CLASS I VAPOR RETARDER AT CRAWL SPACE & LAP 12" AT SEAMS AND EXTEND TO FOUNDATION WALL. R402.2.8 BELOW-GRADE WALLS EXTERIOR WALL INSULATION USED ON THE EXTERIOR (COLD) SIDE OF THE WALL SHALL EXTEND FROM THE TOP OF THE BELOW-GRADE WALL TO THE TOP OF THE FOOTING AND SHALL BE APPROVED FOR BELOW-GRADE USE. ABOVE-GRADE INSULATION SHALL BE PROTECTED. INSULATION USED ON THE INTERIOR (WARM) SIDE OF THE WALL SHALL EXTEND FROM THE TOP OF THE BELOW-GRADE WALL TO THE BELOW-GRADE FLOOR LEVEL AND SHALL INCLUDE R-5 RIGID BOARD PROVIDING A THERMAL BREAK BETWEEN THE CONCRETE WALL AND THE SLAB. ABOVE GRADE WALLS: PROVIDE FACE STAPLED BATTS TO AVOID COMPRESSION. PROVIDE MIN R-10 INSULATION AT WALL HEADER.(R402.1.1M) R402.4 AIR LEAKAGE THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR LEAKAGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTIONS R402.4.1 THROUGH R402.4.4. PROVIDE AN AIR BARRIER AND INSULATION INSTALLATION PER TABLE R402.1.1 a. THE BUILDING THERMAL ENVELOPE SHALL COMPLY WITH SECTIONS R402.4.1.1 AND R402.4.1.2 PER R402.4.1 THE SEALING METHODS BETWEEN DISSIMILAR MATERIALS SHALL ALLOW FOR DIFFERENTIAL EXPANSION AND CONTRACTION. b. THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE AS LISTED IN TABLE R402.4.1.1 SHALL BE INSTALLED PER R402.4.1. WHERE REQUIRED BY THE CODE OFFICIAL, AN APPROVED THIRD PARTY SHALL INSPECT ALL COMPONENTS AND VERIFY COMPLIANCE. c. THE BUILDING OR DWELLING UNIT SHALL BE TESTED PER R402.4.1.2 AND VERIFIED AS HAVING AN AIR LEAKAGE RATE OF NOT EXCEEDING 5.0 AIR CHANGES PER HOUR. TESTING SHALL BE CONDUCTED WITH A BLOWER DOOR AT A PRESSURE OF 0.2 INCHES W.G. d. NEW WOOD-BURNING FIREPLACES SHALL HAVE TIGHT-FITTING FLUE DAMPERS AND OUTDOOR COMBUSTION AIR PER R402.4.2 e. WINDOWS, SKYLIGHTS AND SLIDING GLASS DOORS SHALL HAVE AN AIR INFILTRATION RATE PER R402.4.2 f. RECESSED LUMINARIES INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL BE TYPE IC- RATED AND CERTIFIED UNDER ASTM E283 AS HAVING AN AIR LEAKAGE RATE PER R402.4.4 R403 SYSTEMS R403.1 AT LEAST ONE THERMOSTAT SHALL BE PROVIDED FOR EACH SEPARATE HEATING AND COOLING SYSTEM. a. WHERE THE PRIMARY HEATING SYSTEM IS A FORCED-AIR FURNACE, AT LEAST ONE PROGRAMMABLE THERMOSTAT PER DWELLING UNIT SHALL BE INSTALLED PER R403.1.1 b. UNITARY AIR COOLED HEAT PUMPS SHALL INCLUDE CONTROLS PER R403.1.2 R403.3 DUCTS AND AIR HANDLERS SHALL BE IN ACCORDANCE WITH SECTIONS R403.2.1 THROUGH R403.2.3 a. DUCTS SHALL BE INSULATED TO A MINIMUM OF R-8 PER R403.3.1 b. B) DUCTS, AIR HANDLERS, AND FILTER BOXES SHALL BE SEALED PER R403.3.2 c. AIR HANDLERS SHALL HAVE A MANUFACTURER'S DESIGNATION FOR AN AIR LEAKAGE IN ACCORDANCE WITH ASHRAE 193 PER R403.3.2.1 d. PER R403.3.5, BUILDING FRAMING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. INSTALLATION OF DUCTS IN EXTERIOR WALLS, FLOORS OR CEILINGS SHALL NOT DISPLACE REQUIRED ENVELOPE INSULATION. R403.4 MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING FLUIDS ABOVE 105°F OR BELOW 55°F SHALL BE INSULATED TO A MINIMUM OF R-6. a. PIPING INSULATION EXPOSED TO WEATHER SHALL BE PROTECTED FROM DAMAGE PER R403.4.1 R403.5 ENERGY CONSERVATION MEASURES FOR SERVICE HOT WATER SYSTEMS SHALL BE IN ACCORDANCE WITH SECTIONS R403.5.1 THROUGH R403.5.5 a. CIRCULATING HOT WATER SYSTEMS SHALL BE INSTALLED PER R403.5.1.1 b. INSULATION FOR HOT WATER PIPE SHALL HAVE A MINIMUM THERMAL RESISTANCE (R-VALUE) OF R-3. (R403.5.3) c. ALL ELECTRIC WATER HEATERS IN UNHEATED SPACES OR ON CONCRETE FLOORS SHALL BE PLACED ON AN INCOMPRESSIBLE, INSULATED SURFACE WITH A MINIMUM THERMAL RESISTANCE OF R-10. (R403.5.5) R404 POWER AND LIGHTING SYSTEMS R404.1 A MINIMUM OF 75 PERCENT OF PERMANENTLY INSTALLED LAMPS IN LIGHTING FIXTURES SHALL BE HIGH-EFFICACY LAMPS. a. PER R404.1.1 FUEL GAS LIGHTING SYSTEMS SHALL NOT HAVE CONTINUOUSLY BURNING PILOT LIGHTS. R405 SIMULATED PERFORMANCE CRITERIA FOR COMPLIANCE USING SIMULATED ENERGY PERFORMANCE ANALYSIS SHALL MEET THE REQUIREMENTS OF SECTION R401.2. SUCH ANALYSIS SHALL INCLUDE HEATING, COOLING, AND SERVICE WATER HEATING ENERGY ONLY.No.DateDescription H/C H/C H/C AREA:634 SF PERIMETER:102'-6" LF Garage AREA:1457 SF PERIMETER:204'-6" LF Lower Floor AREA:92 SF PERIMETER:39'-0" LF Porch AREA:2102 SF PERIMETER:198'-0" LF MainFloor AREA:194 SF PERIMETER:57'-6" LF Covr'd Balcony AREA:112 SF PERIMETER:47'-0" LF Covr'd Balcony AREA:1309 SF PERIMETER:203'-6" LF I HATCHING INDICATES DROPPED JOISTS: NO VENTS THIS SECTION CRAWL SPACE VENT IN RIM, TYP AREA:61 SF PERIMETER:94'-0" LF 1A AREA:2305 SF PERIMETER:200'-0" LF 2A NOTE: SEE SHEET A501 FOR ROOF VENTING AREA:2102 SF PERIMETER:198'-0" LF CEILING -FLAT AREA:938 SF PERIMETER:128'-0" LF FLOOR INSUL AREA:88 SF PERIMETER:34'-6" LF FLOOR INSUL AREA:199 SF PERIMETER:57'-6" LF FLOOR INSUL AREA:1458 SF PERIMETER:204'-6" LF FLOOR INSUL SCALE 24X36: PROJECT NO: ISSUE DATE: DRAWN BY: CHECKED BY: * NOTE:11X17 SETS ARE REDUCED 50%; SCALE DRAWINGS ACCORDINGLY. 451 DUVALL AVE NE, RENTON, W A 98059206.612.8647 | WWW.ATERAHOMES.COM1/16" = 1'-0"7/2/2020 8:52:56 AMC:\Users\MiltonOrellana\MDDG\mddg - Documents\MDDG Current Projects\2019\19012 N 29th, Kennydale\05 Construction Docs\19011-05 N 29th, Kennydale.rvtENERGY/VENTING CALCULATIONS 19011 2020/06/05 SPM A003 PERMIT SET909 N 29TH STREETBELLEVUE, WAMO Area Schedule (Energy/Venting Calculations) Name Area Perimeter Level FLOOR INSUL 1458 SF 204'-6"Level 1 FLOOR INSUL 199 SF 57'-6"Level 2 FLOOR INSUL 938 SF 128'-0"Level 2 FLOOR INSUL 88 SF 34'-6"Level 2 CEILING - FLAT 2102 SF 198'-0"T.O. PL Lvl2 ROOF VENTING SCHEDULE NAME GROSS AREA AREA CALCULATIONS EAVE/PARAPET VENTING ROOF JACKS NET AREA REQUIRED VENTING % AT EAVES REQUIRED EAVE CALCULATIONS REQUIRED JACKS CALCULATIONS LF OF VENT PROVIDED # OF JACKS AREA PROVIDED 1A 61 SF 62 SF 0.21 SF 100%0.21 SF 45 1.10 SF 0.00 SF 0 0.00 SF 2A 2305 SF 2305 SF 7.68 SF 50%3.84 SF 200 4.91 SF 3.84 SF 12 4.17 SF ROOF VENTING NOTES: 1. (4) 2" DIA EAVE VENTS PER BLOCK= 5.024 SQ. IN. / L.F. (80% NET FREE AREA) 2. ROOF JACKS = 50 SQ. IN. EACH 3. INSTALL ONE LOW ROOF JACK, WITHIN 36”OF EAVE, FOR EVERY 12 LF OF EAVE WITHIN 60”OF PROPERTY LINE. 4. MINIMUM NET AREA SHALL BE NOT LESS THAN 1 S.F. PER 150 S.F. OF ATTIC AREA OR 1 S.F. PER 300 S.F. OF ATTIC AREA IF 80% IS IN THE SOFFIT AND 20% IS AT LEAST 3' ABOVE THE PLATE LINE PER IRC SECTION R806.2 AND ENERGY REQUIREMENTS. 5. AS AN ALTERNATIVE, THE NET FREE CROSS-VENTILATION AREA MAY BE REDUCED TO 1/300 WHEN A CLASS I OR II VAPOR BARRIER IS INSTALLED ON THE WARM-IN-WINTER SIDE OF THE CEILING. CRAWL SPACE VENTING NAME AREA PERIMETER AREA CALCULATIONS VENTS REQUIRED VENTING PROVIDED NET AREA NET FREE AREA VENTING REQUIRED VENT SIZE: 14" x 8" VENT AT .75 EFF TOTAL VENTS REQUIRED TOTAL VENTS SHOWN TOTAL VENTING AREA PROVIDED I 1309 SF203'-4"1310 SF 300 4.37 SF 0.583 7.49 12 7 SF CRAWL SPACE VENTING NOTES: 1. THE UNCONDITIONED, UNDER-FLOOR, SPACE BETWEEN THE BOTTOM OF THE FLOOR JOISTS AND THE EARTH UNDER ANY BUILDING SHALL HAVE VENTILATION OPENINGS THROUGH FOUNDATION WALLS OR EXTERIOR WALLS. 2. A GROUND COVER OF SIX MIL (0.006 INCH THICK BLACK POLYETHYLENE OR APPROVED EQUAL SHALL BE LAID OVER THE GROUND WITHIN CRAWL SPACES. THE GROUND COVER SHALL BE OVERLAPPED SIX INCHES MINIMUM AT THE JOINTS AND SHALL EXTEND TO THE FOUNDATION WALL. ***THE GROUND COVER MAY BE OMITTED IN CRAWL SPACES IF THE CRAWL SPACE HAS A CONCRETE SLAB FLOOR WITH A MINIMUM THICKNESS OF TWO INCHES*** 3. THE MINIMUM NET AREA OF VENTILATION OPENINGS SHALL NOT BE LESS THAN 1 SQUARE FOOT FOR EACH 300 SQUARE FEET OF UNDER-FLOOR AREA. REQUIRED OPENINGS SHALL BE EVENLY PLACED TO PROVIDE CROSS VENTILATION OF THE SPACE EXCEPT ONE SIDE OF THE BUILDING SHALL BE PERMITTED TO HAVE NO VENTILATION OPENINGS. 4. VENTILATION OPENINGS SHALL BE COVERED FOR THEIR HEIGHT AND WIDTH WITH ANY OF THE FOLLOWING MATERIALS PROVIDED THAT THE LEAST DIMENSION OF THE COVERING SHALL NOT EXCEED 1/4 INCH: A. PERFORATED SHEET METAL PLATES NOT LESS THAN 0.070 INCH THICK. B. EXPANDED SHEET METAL PLATES NOT LESS THAN 0.047 INCH THICK. C. CAST-IRON GRILL OR GRATING. D. EXTRUDED LOAD-BEARING BRICK VENTS. E. HARDWARE CLOTH OF 0.035 INCH (0.89 MM) WIRE OR HEAVIER. F. CORROSION-RESISTANT WIRE MESH, WITH THE LEAST DIMENSION BEING 1/8 INCH SCALE:1/16" = 1'-0"1 Level 1 SCALE:1/16" = 1'-0"2 Level 2 SCALE:1/16" = 1'-0"3 CRAWL SPACE VENTING SCALE:1/16" = 1'-0"5 ROOF VENTING -MAIN SCALE:1/16" = 1'-0"6 ROOF VENTING -UPPER SCALE:1/16" = 1'-0"4 T.O. PL Lvl2 SCALE:1/16" = 1'-0"7 Level 2 SCALE:1/16" = 1'-0"8 Level 1 No.DateDescription 7/2/2020 8:52:57 AMC:\Users\MiltonOrellana\MDDG\mddg - Documents\MDDG Current Projects\2019\19012 N 29th, Kennydale\05 Construction Docs\19011-05 N 29th, Kennydale.rvt ASPHALT GRAVEL EXISTING RESIDENCE#903 OH OH OH POH~~APPLE CLUSTER 11' DRIPLINE RADIUS 130 1 3 0 1 32132128128 126 124 POWER BOX 10% SLOPE H/C H/C ASPHALT GRAVEL APPLE CLUSTER 11' DRIPLINE RADIUS 130 1 3 0 1 32132128128 126 124 LOT 3 5,104 S.F. 130 1 32128 126 124 BOX EW S N EXISTING ASPHALT ROAD PROPOSED ASPHALT APRON EXISTING WATER SERVICE PROPOSED CONCRETE DRIVEWAY 1° 48' 09"102.18'NE1° 48' 20"102.18'SW89° 04' 24" 49.97' S E 89° 04' 14" 49.96' N W20'-0"62'-0"20'-2"BUILDING PARALLEL TO FRONT PROPERTY LINE 20'-0"62'-0"20'-2"EXISTING GRADE OUTLINE OF PROPOSED ROOF PROPOSED SF RESIDENCE GARAGE MAIN FLOOR: 131 B.O. GAR DR: 130.5 COVERED PORCH OUTLINE OF PROPOSED FOOTPRINT OUTLINE OF PROPOSED UPPER FLOOR BUILDING PARALLEL TO FRONT PROPERTY LINE 15' AREA:2314 SF PERIMETER:203'-0" LF Bldg Coverage AREA:2937 SF PERIMETER:230'-6" LF Roof AREA:288 SF PERIMETER:70'-6" LF Concrete Drive 8.5%LOT SLOPESILT FENCE PER STD DTL #214.00ROCK CONSTRUCTION ENTRANCE PER STD DTL # 215.10STOCK PILE AREASTOCK PILE AREAGRADE PLANE: 517.25/4 = 129.31 A 129.5 B 132.5 C 128.75 D 126.5 6'-0"129 128.5 127 126 SCALE 24X36: PROJECT NO: ISSUE DATE: DRAWN BY: CHECKED BY: * NOTE:11X17 SETS ARE REDUCED 50%; SCALE DRAWINGS ACCORDINGLY. 451 DUVALL AVE NE, RENTON, W A 98059206.612.8647 | WWW.ATERAHOMES.COMAs indicated 7/2/2020 8:53:05 AMC:\Users\MiltonOrellana\MDDG\mddg - Documents\MDDG Current Projects\2019\19012 N 29th, Kennydale\05 Construction Docs\19011-05 N 29th, Kennydale.rvtSITE PLAN & AREA/HT CALCULATIONS 19011 2020/06/05 SPM A101 PERMIT SET909 N 29TH STREETBELLEVUE, WAMO SITE COVERAGE CALCULATIONS: TOTAL ROOFS: 2,937 SF TOTAL DRIVES: 288 SF % OF LOT AREA: 63.23% MAX LOT COVERAGE: 65% BLDG COVERAGE CALCULATIONS: SITE AREA: TOTAL COVERAGE: 2,315 SF % OF LOT AREA: 45.4% 5,100 SF MAX BLDG COVERAGE: 50% 0'20'40'160' A.F.G.... MARK AEC ELEVATION A 129.5 B 132.5 C 128.75 D 126.5 Grand total: 4517.25 SCALE:1" = 20'-0"1 SITE PLAN SCALE:1/16" = 1'-0"A BUILDING COVERAGE SITE AREA:5,100 SF SCALE:1/16" = 1'-0"B IMPERVIOUS AREA SCALE:1" = 20'-0"3 TESC PLAN SCALE:1" = 40'-0"2 A.F.G. CALCS NOTE: REFER TO 8.5X11 APPROVED/STAMPED SITE PLANS FOR ADDITIONAL NOTES & DETAILS. SHOWN HERE FOR REFERENCE ONLY No.DateDescriptionSurface Water Drainage Notes and Specifications 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON PLAN REVIEWER. 2.All construction shall be in accordance with the 1996 Standard Specifications for Road, Bridge and Municipal Construction prepared by WSDOT and the American Public Works Association (APWA), as amended by the City of Renton Public Works Department. 3.The surface water drainage system shall be constructed according to the approved plans, which are on file in the Public Works Department. Any deviation from the approved plans will require written approval from the City of Renton Public Works Department, Surface Water Utility Section. 4.A copy of these approved plans must be on the job site whenever construction is in progress. 5.Datum for Vertical Control shall be North American Vertical Datum 1988 Meters, and for Horizontal Control shall be North American Datum 1983/1991 Meters unless otherwise approved by the City of Renton Public Works Department. Reference benchmark and elevations are noted on the plans. 6.All sedimentation/erosion facilities must be in operation prior to clearing and building construction, and they must be satisfactorily maintained until construction is completed and the potential for on-site erosion has passed. 7.All retention/detention facilities must be installed and in operation prior to or in conjunction with all construction activity unless otherwise approved by the Public Works Department, Surface Water Utility Section. 8.Grass seed may be applied by hydroseeding. The grass seed mixture, other than City of Renton approved standard mixes, shall be submitted by a Landscape Architect and approved by the Public Works Department, Surface Water Utility Section. 9.All pipe and appurtenances shall be laid on a properly prepared foundation in accordance with Section 7-02.3(1) of the current State of Washington Standard Specification for Road and Bridge Construction. This shall include necessary leveling of the trench bottom or the top of the foundation material, as well as placement and compaction of required bedding material, to uniform grade so that the entire length of the pipe will be supported on a uniformly dense, unyielding base. All pipe bedding shall be APWA Class “C”, with the exception of PVC pipe. All trench backfill shall be compacted to minimum 95% for pavement and structural fill and 90% otherwise per ASTM D-1557-70. Pea gravel bedding shall be 6 inches over and under PVC pipe. 10.Galvanized steel pipe and aluminized steel pipe for all drainage facilities shall have asphalt treatment #1 or better inside and outside. 11.Structures shall not be permitted within 10 feet of the spring line of any storm drainage pipe, or 15 feet from the top of any channel bank. 12.All catch basin grates shall be depressed 0.10 feet below pavement level. 13.Open cut road crossings through existing public right of way will not be allowed unless specifically approved by City of Renton Planning/Building/Public Works Administrator. 14.Rock for erosion protection of roadside ditches, where required, shall be of sound quarry rock placed to a depth of one (1) foot and must meet the following specifications: 4 -8 inch rock / 40 -70% passing; 2 -4 inch rock / 30 -40% passing; and less than 2 inch rock / 10 -20% passing. 15.All building downspouts and footing drains shall be connected to the storm drainage system, unless approved by the City plan reviewer or Surface Water Utility Section. An accurately dimensioned, certified as-built drawing of this drainage system will be submitted to the City upon completion. 16.Issuance of the building or construction permits by the City of Renton does not relieve the owner of the continuing legal obligation and/or liability connected with storm surface water disposition. Further, the City of Renton does not accept any obligation for the proper functioning and maintenance of the system provided during construction. 17.The Contractor shall be responsible for providing adequate safeguard, safety devices, protective equipment, flaggers, and any other needed actions to protect the life, health, and safety of the public, and to protect property in connection with the performance of work covered by the contract. Any work within the traveled right of way that may interrupt normal traffic flow shall require a traffic control plan approve by the Public Works Department, Transportation Systems Division. All sections of the WSDOT Standard Specifications 1-07-23 Traffic Control shall apply. 18.Special drainage measures will be required if the project location is within the aquifer protection area (APA). Erosion Control Notes THESE NOTES SHALL APPEAR FOR ALL PROJECTS -SITE IMPROVEMENTS, SURFACE WATER UTILITY, WASTEWATER UTILITY, WATER UTILITY, AND TRANSPORTATION PLANS: 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. 2.All limits of clearing and areas of vegetation preservation as prescribed on the plan(s) shall be clearly flagged in the field and observed during construction. 3.All required sedimentation/erosion control facilities must be constructed and in operation prior to land clearing and/or construction to ensure that sediment laden water does not enter the natural drainage system. All erosion and sediment facilities shall be maintained in a satisfactory condition until such time that clearing and/or construction is complete and potential for on-site erosion has passed. The implementation, maintenance, replacement and additions to erosion/sedimentation control systems shall be the responsibility of the permitee. 4.The erosion and sedimentation control systems depicted on this drawing are intended to be minimum requirements to meet anticipated site conditions. As construction progresses and unexpected or seasonal conditions dictate, the permitee shall anticipate that more erosion and sedimentation control facilities will be necessary to ensure complete siltation control on the proposed site. During the course of construction, it shall be the obligation and responsibility of the permitee to address any new conditions that may be created by the activities and to provide additional facilities, over and above minimum requirements, as may be needed, to protect adjacent properties and water quality of the receiving drainage system. 5.Approval of this plan is for erosion/sedimentation control only. It does not constitute an approval of storm drainage design,size nor location of pipes, restrictors, channels, or retention facilities. 6.During the time period of October 1st through April 30th, all project distributed soil areas greater than 5,000 square feet, that are to be left un-worked for more than 12 hours, shall be covered by mulch, sodding or plastic covering. 7.In any area which has been stripped of vegetation and where no further work is anticipated for a period 30 days or more, all disturbed areas must be immediately stabilized with mulching, grass planting or other approved erosion control treatment applicable to the time of year. Grass seeding alone will be acceptable only during the months of April through September, inclusive. Seeding may proceed, however, whenever it is in the interest of the permitee, but must be augmented with mulching, netting or other treatment approved by the City of Renton, outside the specified time period. 8.For all erosion/sedimentation control ponds where the dead storage depth exceeds 6 inches, a fence is required with a minimum height of three (3) feet, 3:1 side slopes. 9.A temporary gravel construction entrance, 24 feet x 50 feet x 8 inches of 4 to 6 inch quarry spalls shall be located at all points of vehicular ingress and egress to the construction site. SD SDSD SD SD CD H/C E W S N Garage 114 Foyer 100 Storage 104 Bath 103 Den/Guest 101 Walk-In 102 Bdrm #3 109 Bdrm #4 112 Walk-In 113 Walk-In 108 Bath 111 Sitting 110 Lndry 105 Storage 107 FOLDING COUNTER W/D 24" SINKOPEN TO ABOVE 39'-11" 27'-1"12'-3"7"62'-0"6'-6"7'-4 1/2"21'-1 1/2"27'-0"39'-11" 7"39'-4"62'-0"32'-3"29'-9"1 A701 1 A701 2 A701 2 A701 Linen 106 Covr'd Porch 115 2'-0"Covr'd Patio 116 12'-2"6'-11 1/2"7'-7"12'-7 1/2" 6'-3 1/2"5'-10 1/2"1'-9 1/2"3'-5"1'-9" 112B 6'-3 3/4"6'-3 3/4" 109A111A111B 11'-0"4'-0"12'-0"5'-8 1/2"5'-3 1/2"5'-5 1/2"15'-8"12'-0"114B 114A 114A 112B 112A 111A 7'-8 1/2"4'-5 1/2"2'-4"5'-6 1/2"6'-10"4'-1 1/2" 4'-1 1/2"8'-4"4'-0"6'-6"5'-6"13'-2"4'-4 1/2"5'-5 1/2"9'-3"13'-2 1/2"4'-6 1/2"12'-0"5'-9"6'-3"10'-6"2'-8 1/2"109B 105 101C 101B 1'-6"1'-0 1/2"5 1/2"3'-6"1'-6"5'-0"1'-6"3'-6"1'-6"0"1'-6"5'-0"2'-5"16'-3"1'-11 1/2"3'-6 1/2"3'-10"329 101A 115 2'-11 1/2"3'-6 1/2"6'-7 1/2"4'-7 1/2"7'-5 1/2" 6'-7 1/2"7'-9"4'-4"6'-4"2'-3 1/2"5'-1 1/2"4'-0 1/2"5'-2 1/2"2'-4"3'-1 1/2"4'-4 1/2"6'-8"104 103B 103A 101B 101A 101C 105 106 109A 109B 187 110 111B 2650TUB/SHWRSNGL VANITYDBL VANITY2650TUB/SHWR114B 4" TRENCH DRAIN D.S. P-1 P-2 P-3 P-15 R @ 7 3/8"18UP P-4 20'-0 1/2" TANKLESS W.H. DIRECT VENT EXHAUST/INTAKE ? P-19 P-18 P-17 P-17 P-17P-17SOFFIT FOR HVAC AS REQ'D P-5 P-5P-5 P-6 P-7 P-7 P-10 P-14P-9T EXHAUST THRU JOIST BAY ABOVE DRYER VENT THRU JOIST BAY BELOW A/C UNIT H.B. H/C H.B. FP-3 CONCRETE SLAB ON GRADE SHALL BE 4" THICK STEEL TROWLED FINISH, ON 4" GRANULAR FILL. SLOPE TO, AND PROVIDE THICKENED EDGE, AT GAR DOOR. PER IRC SECTION R506CONC DRIVEWAY PERVIOUS PAVER DRIVEWAY GAS STUB MIN 36" CLEARANCE FROM OPENING VERIFY3'-0"VERIFY3'-0"3" POWER SWEEP 100 111C P-9 DN P-15 20 D102 5 D101 4 D101 1 A702 1 A702 D101 8 D101 8 TYP TYP 7 D101 TYP SCALE 24X36: PROJECT NO: ISSUE DATE: DRAWN BY: CHECKED BY: * NOTE:11X17 SETS ARE REDUCED 50%; SCALE DRAWINGS ACCORDINGLY. 451 DUVALL AVE NE, RENTON, W A 98059206.612.8647 | WWW.ATERAHOMES.COM1/4" = 1'-0"7/2/2020 8:53:10 AMC:\Users\MiltonOrellana\MDDG\mddg - Documents\MDDG Current Projects\2019\19012 N 29th, Kennydale\05 Construction Docs\19011-05 N 29th, Kennydale.rvtMAIN FLOOR 19011 2020/06/05 SPM A301 PERMIT SET909 N 29TH STREETBELLEVUE, WAMO AREA... NAME AREA Lower Floor 1457 SF MainFloor 2102 SF 3559 SF Covr'd Balcony 306 SF Garage 634 SF Porch 92 SF 1032 SF 4590 SF SEE "TYPICAL BUILDING MATERIALS" LIST ON THE ELEVATION SHEET(s). 1.SEE SHEET ________ FOR GENERAL CONSTRUCTION SPECIFICATIONS. 3. 2.SEE BUILDING ELEVATIONS FOR WINDOW OPERATION. GENERAL PLAN NOTES: FOR THE SYMBOLS & LEGEND SEE SHEET ________.4. SEE STRUCTURAL SHEETS FOR SHEARWALL DESIGNATIONS & HOLDDOWNS AND SHEET ________ FOR SHEARWALL DETAILS/ SCHEDULE. 5. SEE SHEET ________ FOR WINDOWS SCHEDULE & LEGEND. SEE SHEET ________ FOR DOOR WINDOWS AND SCHEDULE & LEGEND. 6. KEYNOTES - FLOORPLAN ID DESCRIPTION P-1 GARAGE/HOUSE OCCUPANCY SEPARATION. PER IRC R302.6 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." P-2 DOOR BETWEEN GARAGE AND HOUSE SHALL BE EQUIPED WITH A SELF-CLOSING DEVICE, AND BE A MIN 1 3/8" THICK SOLID WOOD DOOR OR 20 MIN. F.R. DOOR. PER IRC SECTION R302.5.1 P-3 STAIR ASSEMBLY: PER IRC SECTION R311.7" 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 1/2" GYP." P-4 SAFETY GLAZING PER IRC SECTION R308.4 P-5 EGRESS WINDOW PER IRC SECTION R310. PROVIDE MIN NET CLEARANCE OF 5 SF AT GRADE FLOOR OPENINGS AND 5.7 SF ABOVE. MIN SILL HEIGHT TO BE 44" A.F.F. P-6 IGNITERS: A) FOR GAS FIRED APPLIANCES IN GARAGE TO BE 18" MIN ABOVE TOP OF SLAB, PROVIDE (2) LAYERS OF FLOOR SHEATHING OVER FRAMING.. PER IRC SECTION G2408. B) HEAT-PRODUCING EQUIPMENT AND APPLIANCES SHALL BE INSTALLED TO MAINTAIN THE REQUIRED CLEARANCES TO COMBUSTIBLE CONSTRUCTION AS SPECIFIED IN THE LISTING AND MANUFACTURER’S INSTRUCTIONS. PER IRC G2408.5 P-7 COVER WALLS ADJACENT TO TUBS AND SHOWERS WITH NONABSORBENT MATERIAL TO 72" ABOVE DRAIN INLETS. PER IRC SECTION R307.2. FOR GROUND FLR WASTE OPENING REQ SEE UPC NOTES ON SHT A001 P-9 7-3/4 MAX. RISER WITH 10" MIN. TREAD DEPTH. IF MORE THAN (4) RISERS HANDRAIL REQUIRED PER IRC SECTION R311.7.7. a) PROVIDE 36"x36" MIN. LANDING AT EXTERIOR DOORS PER IRC SECTION R311.3 P-10PROVIDE CRAWL SPACE ACCESS, MIN. 18" X 24" UNOBSTRUCTED ACCESS. PER IRC SECTION R408.4 P-11PROVIDE ATTIC ACCESS, MIN. 22" X 30" WITH 30" MIN. HEADROOM AT UNOBSTRUCTED READILY ACCESSIBLE OPENING. PER IRC SECTION R807.1 P-13FIREPLACE 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. P-14SEE SITE PLAN FOR EXTENT OF WALKS AND DRIVEWAYS. P-1536" MIN. GUARDRAIL. AT STAIRS SLOPES AT 36" ABOVE STAIR NOSINGS. PER SEE IRC SECTION 312 P-16B' VENT FOR MECHANICAL. 1" CLEARANCE ALL SIDES. P-172x6 WALL FOR PLUMBING / HVAC. P-18A PERMANENT CERTIFICATE SHALL BE POSTED WITHIN 36" OF THE ELECTRICAL DISTRIBUTION PANEL. SEE WSEC SECTION 105 ON SHEET A001 P-193" DIA GALV BOLLARD OR EQ PER G2408.3 & M1307.3.1 Room Schedule Name Number Area FINISHES COMMENTSFloor Finish Base Finish Ceiling Finish Foyer 100 312 SF LVP Den/Guest 101 139 SF LVP Walk-In 102 27 SF CARPET Bath 103 55 SF LVP Storage 104 61 SF CARPET Lndry 105 93 SF TILE Linen 106 7 SF TILE Storage 107 22 SF CARPET Walk-In 108 31 SF CARPET Bdrm #3 109 148 SF CARPET Sitting 110 113 SF CARPET Bath 111 69 SF LVP Bdrm #4 112 158 SF CARPET Walk-In 113 26 SF CARPET Garage 114 613 SF CONCRETE Covr'd Porch 115 83 SF CONCRETE Covr'd Patio 116 37 SF CONCRETE Level 1: 17 Hall 200 259 SF CARPET Mstr Bdrm 201 264 SF CARPET Walk-In 202 26 SF CARPET ROD & SHELF Mstr Bath 203 172 SF TILE Walk-In 204 50 SF CARPET ROD & SHELF Closet 205 20 SF CARPET ROD & SHELF Bdrm #2 206 134 SF CARPET Pwdr 207 52 SF TILE Pntry 208 26 SF HDWD (5) SHELVES Closet 209 8 SF CARPET ROD & SHELF Family Room 210 359 SF HDWD Kitchen 211 291 SF HDWD Dining 212 200 SF HDWD Covered Balcony 213 196 SF WP MEMBRANE Covered Balcony 214 98 SF WP MEMBRANE Level 2: 15 No.DateDescription Tectonic Copyright 2007Tectonic Copyright 2007Tectonic Copyright 2007 Tectonic Copyright 2007 Tectonic Copyright 2007 Tectonic Copyright 2007 SDSD SD CDSD DN DN E W S N Pwdr 207 Bdrm #2 206 Walk-In 204 Mstr Bath 203 Kitchen 211 Mstr Bdrm 201 Pntry 208 Dining 212 Family Room 210 Hall 200 Covered Balcony 213 Covered Balcony 214 FREE STANDING SOAKING TUBBUFFET OPEN TO BELOW 39'-11" 7"20'-0"19'-4" 4'-0"6'-0"9'-4"1'-0"1'-6"32'-6"27'-0"62'-0"1 A701 1 A701 2 A701 2 A701 Walk-In 202 Closet 205 Closet 209 MONTIGO DISTINCTIONS 48 GAS FIREPLACE LANAI 52 OUTDOOR GAS FIREPLACE TWILIGHT II GAS INDOOR/OUTDOOR GAS FIREPLACE STACKED W/D R @ 7 3/8"185'-3"9'-1 1/2"7'-2"5'-5 1/2"14'-6 1/2"5'-5 1/2"5'-5 1/2"6'-0"3'-0 1/2"12'-0 1/2"5'-11 1/2"3'-1 1/2"2'-10"8'-8 1/2"3'-4"2'-7"3'-5"203C 206 207 211A 211B 212A 212B 212 210 5'-0"62'-0"6'-6"25'-9"19'-3"10'-0 1/2"5 1/2"1'-6"16'-6"9'-3"7'-2"4'-11"7'-2"EQEQ1 1/2" 2'-5" 210B 210A 200 201 214 39'-11" 8'-7"12'-6"18'-3"7" 7'-2 1/2"11'-0 1/2" 203B 203A 3'-7"4'-4"2'-8"3'-11"6'-7" 203C 203B 203A 204 14" BENCHMUD SET SHWR 201 VERIFY22 1/2"2'-9"3'-2 1/2"6'-11"1'-0"4'-1 1/2"3"124"3"24"6"12"11"36" SINK D.W. 48" RANGE 48" HOOD MICRO DRAWER 9'-6 1/2"1'-0"7'-0"1'-11"7'-4"4'-5 1/2" TYP 11" 10'-1 1/2"1'-6"4'-8 1/2"4'-9" 207B 208 209 207A 206A 206B 6'-5 1/2"7'-4"4'-5 1/2" P-17 P-17 P-17 P-17 P-16 P-16P-15 P-3 P-13 P-13P-11P-7 P-4 P-4 P-7 P-7 P-4 MUD SET SHWR P-4 P-4 P-5 P-5 11"11"SLOPE .25"/FTP-13 GAS STUBPHONE/DATA/TV IN PLUG MOLD NOTE: +600 CFM HOOD. PROVIDE MAKE UP AIR SYSTEM H.V.A.C. CHASE H.V.A.C. CHASE SLOPE .25"/FT 202 SOUND BATTS R-21 BATTS AT H.V.A.C. CHASE, TYP 16 D102 16 D102 20 D102 1 A702 1 A702 D101 8 TYP SOUND BATTS D101 8 TYP SCALE 24X36: PROJECT NO: ISSUE DATE: DRAWN BY: CHECKED BY: * NOTE:11X17 SETS ARE REDUCED 50%; SCALE DRAWINGS ACCORDINGLY. 451 DUVALL AVE NE, RENTON, W A 98059206.612.8647 | WWW.ATERAHOMES.COM1/4" = 1'-0"7/2/2020 8:53:15 AMC:\Users\MiltonOrellana\MDDG\mddg - Documents\MDDG Current Projects\2019\19012 N 29th, Kennydale\05 Construction Docs\19011-05 N 29th, Kennydale.rvtUPPER FLOOR 19011 2020/06/05 SPM A401 PERMIT SET909 N 29TH STREETBELLEVUE, WAMO AREA... NAME AREA Lower Floor 1457 SF MainFloor 2102 SF 3559 SF Covr'd Balcony 306 SF Garage 634 SF Porch 92 SF 1032 SF 4590 SF SEE "TYPICAL BUILDING MATERIALS" LIST ON THE ELEVATION SHEET(s). 1.SEE SHEET ________ FOR GENERAL CONSTRUCTION SPECIFICATIONS. 3. 2.SEE BUILDING ELEVATIONS FOR WINDOW OPERATION. GENERAL PLAN NOTES: FOR THE SYMBOLS & LEGEND SEE SHEET ________.4. SEE STRUCTURAL SHEETS FOR SHEARWALL DESIGNATIONS & HOLDDOWNS AND SHEET ________ FOR SHEARWALL DETAILS/ SCHEDULE. 5. SEE SHEET ________ FOR WINDOWS SCHEDULE & LEGEND. SEE SHEET ________ FOR DOOR WINDOWS AND SCHEDULE & LEGEND. 6. KEYNOTES - FLOORPLAN ID DESCRIPTION P-1 GARAGE/HOUSE OCCUPANCY SEPARATION. PER IRC R302.6 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." P-2 DOOR BETWEEN GARAGE AND HOUSE SHALL BE EQUIPED WITH A SELF-CLOSING DEVICE, AND BE A MIN 1 3/8" THICK SOLID WOOD DOOR OR 20 MIN. F.R. DOOR. PER IRC SECTION R302.5.1 P-3 STAIR ASSEMBLY: PER IRC SECTION R311.7" 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 1/2" GYP." P-4 SAFETY GLAZING PER IRC SECTION R308.4 P-5 EGRESS WINDOW PER IRC SECTION R310. PROVIDE MIN NET CLEARANCE OF 5 SF AT GRADE FLOOR OPENINGS AND 5.7 SF ABOVE. MIN SILL HEIGHT TO BE 44" A.F.F. P-6 IGNITERS: A) FOR GAS FIRED APPLIANCES IN GARAGE TO BE 18" MIN ABOVE TOP OF SLAB, PROVIDE (2) LAYERS OF FLOOR SHEATHING OVER FRAMING.. PER IRC SECTION G2408. B) HEAT-PRODUCING EQUIPMENT AND APPLIANCES SHALL BE INSTALLED TO MAINTAIN THE REQUIRED CLEARANCES TO COMBUSTIBLE CONSTRUCTION AS SPECIFIED IN THE LISTING AND MANUFACTURER’S INSTRUCTIONS. PER IRC G2408.5 P-7 COVER WALLS ADJACENT TO TUBS AND SHOWERS WITH NONABSORBENT MATERIAL TO 72" ABOVE DRAIN INLETS. PER IRC SECTION R307.2. FOR GROUND FLR WASTE OPENING REQ SEE UPC NOTES ON SHT A001 P-9 7-3/4 MAX. RISER WITH 10" MIN. TREAD DEPTH. IF MORE THAN (4) RISERS HANDRAIL REQUIRED PER IRC SECTION R311.7.7. a) PROVIDE 36"x36" MIN. LANDING AT EXTERIOR DOORS PER IRC SECTION R311.3 P-10PROVIDE CRAWL SPACE ACCESS, MIN. 18" X 24" UNOBSTRUCTED ACCESS. PER IRC SECTION R408.4 P-11PROVIDE ATTIC ACCESS, MIN. 22" X 30" WITH 30" MIN. HEADROOM AT UNOBSTRUCTED READILY ACCESSIBLE OPENING. PER IRC SECTION R807.1 P-13FIREPLACE 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. P-14SEE SITE PLAN FOR EXTENT OF WALKS AND DRIVEWAYS. P-1536" MIN. GUARDRAIL. AT STAIRS SLOPES AT 36" ABOVE STAIR NOSINGS. PER SEE IRC SECTION 312 P-16B' VENT FOR MECHANICAL. 1" CLEARANCE ALL SIDES. P-172x6 WALL FOR PLUMBING / HVAC. P-18A PERMANENT CERTIFICATE SHALL BE POSTED WITHIN 36" OF THE ELECTRICAL DISTRIBUTION PANEL. SEE WSEC SECTION 105 ON SHEET A001 P-193" DIA GALV BOLLARD OR EQ PER G2408.3 & M1307.3.1 Room Schedule Name Number Area FINISHES COMMENTSFloor Finish Base Finish Ceiling Finish Foyer 100 312 SF LVP Den/Guest 101 139 SF LVP Walk-In 102 27 SF CARPET Bath 103 55 SF LVP Storage 104 61 SF CARPET Lndry 105 93 SF TILE Linen 106 7 SF TILE Storage 107 22 SF CARPET Walk-In 108 31 SF CARPET Bdrm #3 109 148 SF CARPET Sitting 110 113 SF CARPET Bath 111 69 SF LVP Bdrm #4 112 158 SF CARPET Walk-In 113 26 SF CARPET Garage 114 613 SF CONCRETE Covr'd Porch 115 83 SF CONCRETE Covr'd Patio 116 37 SF CONCRETE Level 1: 17 Hall 200 259 SF CARPET Mstr Bdrm 201 264 SF CARPET Walk-In 202 26 SF CARPET ROD & SHELF Mstr Bath 203 172 SF TILE Walk-In 204 50 SF CARPET ROD & SHELF Closet 205 20 SF CARPET ROD & SHELF Bdrm #2 206 134 SF CARPET Pwdr 207 52 SF TILE Pntry 208 26 SF HDWD (5) SHELVES Closet 209 8 SF CARPET ROD & SHELF Family Room 210 359 SF HDWD Kitchen 211 291 SF HDWD Dining 212 200 SF HDWD Covered Balcony 213 196 SF WP MEMBRANE Covered Balcony 214 98 SF WP MEMBRANE Level 2: 15 No.DateDescription E W S N 1 A701 1 A701 2 A701 2 A701 RIDGEWOOD BAFFLE AS REQ TO PROVIDE SAME R-VALUE OF INSUL AS CEILING. PROVIDE 2x4 BLK'G AT 24" o.c. AT TRUSS DIRECTION CHANGE TO SUPPORT DRYWALL TYP. *NOTE*: DESIGN ATTIC TRUSSES FOR MIN 20 LB PER SF LOAD AT BOT CHORD (IRC 301.5) NOTE:NO VENTING IS ALLOWED AT ROOF OVERHANGS WITHIN 24" TO 60" OF PROPERTY LINE PER IRC TABLE R302.1 -PROVIDE FIRE BLCK'G TO THE UNDERSIDE OF ROOF SHTG. -INSTALL NO EAVE VENTS WITHIN PROJECTIONS WHERE LOW ROOF JACKS ARE LOCATED -INSTALL ONE LOW ROOF JACK PER 15LF OF EAVE VENTING REPLACED LOW ROOF JACKS, TYP MAX 3'-0" 5'-0" 5'-0" ATTIC ACCESS8'-0"8'-0" FURN EXHAUST 10" HOOD EXHAUST 6" EXHAUST FANS, TYP.RIDGERIDGERIDGE RIDGE HIPHIPVALLEYHIPVALLEYHIPHIPHIPHIPHIPVALLEYVALLEYHIPHIP2'-0"2'-0"CANT BM PER STRUCT6'-6"FR-8 FR-6 SEE STRUCTURAL SET FOR TRUSS LAYOUT AND FRAMING ROOF LINE BELOW DOWNSPOUT, TYP 1 A702 1 A702 WOOD SOFFIT WOOD SOFFIT 1 D301 TYP AT EAVE PERIMETER U.N.O. 3 D301 3 D301 FRESH AIR SCALE 24X36: PROJECT NO: ISSUE DATE: DRAWN BY: CHECKED BY: * NOTE:11X17 SETS ARE REDUCED 50%; SCALE DRAWINGS ACCORDINGLY. 451 DUVALL AVE NE, RENTON, W A 98059206.612.8647 | WWW.ATERAHOMES.COM1/4" = 1'-0"7/2/2020 8:53:17 AMC:\Users\MiltonOrellana\MDDG\mddg - Documents\MDDG Current Projects\2019\19012 N 29th, Kennydale\05 Construction Docs\19011-05 N 29th, Kennydale.rvtUPPER ROOF PLAN 19011 2020/06/05 SPM A501 PERMIT SET909 N 29TH STREETBELLEVUE, WAMO SYMBOLS & LEGEND: BEARING WALL BELOW # WALL ABOVE SIMPSON OR EQUAL HANGER (1) 2x STUD POINT LOAD FROM ABOVE INDICATES BEAM CALCULATION WITH INDEXED NUMBER (2) 2x STUD, TYP. LARGER MEMBERS AS NOTED ON PLANS 1.SEE SECTION R301, SHEET A001 FOR GENERAL DESIGN CRITERIA. GENERAL FRAMING NOTES: 3.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 A002 FOR DESIGN LOADS. * TRUSS MFR TO PROVIDE ADEQUATE BEARING AREA TO RESOLVE REACTION (PERPENDICULAR TO GRAIN) AT ALL HIGHLY LOADED GIRDER TRUSSES. 4.PROVIDE 2x4 RAFTER/TRUSS TAIL -TYP. U.N.O. 5.ROOF PITCH: EXTERIOR PER ELEVATIONS & INTERIOR PER SECTIONS. 6.ROOF FRAMING SPACING, 24" o.c. U.N.O. 7.SEE ELEVATIONS AND/OR SECTIONS FOR ROOF PITCH,PLATE HEIGHT AND HEADER HEIGHT. FASTENERS: ALL FRAMING SHALL BE NAILED IN ACCORDANCE WITH TABLE R602.3(1) OF THE IRC. SEE SHEET A001 * POSITIVE CONNECTIONS SHALL BE PROVIDED WHERE POSTS AND BEAM OR GIRDER CONSTRUCTION IS USED TO SUPPORT FLOOR FRAMING. 2.SEE STRUCTURAL SHEETS FOR FOR SHEARWALL DESIGNATIONS & HOLDDOWNS AND SHEET FOR SHEARWALL DETAILS/ SCHEDULE. 10.INSTALL 2X FIREBLOCKING PER R302.11 AS FOLLOWS: a) IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS, VERT AT THE CLG AND FLR LEVELS AND HORZ AT INTERVALS NOT EXCEEDING 10 FEET. b) AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERT AND HORZ SPACES SUCH AS OCCUR AT SOFFITS, DROP CLGS AND COVE CLGS. c) IN CONCEALED SPACES BTWN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION R302.7. d) AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND WIRES AT CEILING AND FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. THE MATERIAL FILLING THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM E 136 REQUIREMENTS. THE INTEGRITY OF ALL FIREBLOCKS SHALL BE MAINTAINED. 11.SEE SHT A002 FOR ROOF & CRAWL SPACE AREA VENTILATION CALCULATIONS 9. KEYNOTES - FRAMING ID DESCRIPTION FR-6 ATTIC SPACE VENT PER IRC R806. SEE ROOF VENT CALCULATIONS. SEE SHEET A002 FR-8 HIGH EFFICIENCY GAS FURNACE, SIZE PER WSEC PRESCRIPTIVE ENERGY CODE COMPLIANCE FORMS. a) PROVIDE DUCT LEAKAGE, SEALING & TESTING PER WSEC 502 & 503. b) THERMOSTAT PER WSEC 503.8. c) SEE WSEC NOTES ON SHEET A001 No.DateDescription 12 4 124 Level 1 131.00 Level 2 142.05 T.O. PL Lvl2 152.05 T.O. PL Lvl1 141.00 B.O. JSTS 129.95 T.O. ROOF 159.10 A.F.G. 129.19 E W 8'-0"8'-0"10'-0"10'-0"MAX T.O. PLATE 153.196'24'MAX T.O. ROOF 159.19 22.86' (24' MAX)7.05'FINISHED GRADE EXISTING GRADE 30"DOWNSPOUT, TYP STONE VENEER 4" HORZ SIDING w/ 'X' FLASHING AT CORNERS HARDIE 'SMOOTH' PANEL w/ FRY REGLET FLASHING CEDAR T&G SIDING 114A 115 101B 214 203B FASCIA AND GUTTER COMP. ROOFING PROPERTY LINEPROPERTY LINETYP VINYL WINDOWS Level 1131.00 Level 2 142.05 T.O. PL Lvl2 152.05 T.O. PL Lvl2 152.05 T.O. ROOF 159.10 T.O. ROOF 159.10 A.F.G. 129.19 S N 7.05'22.86'APPROX GAS METER APPROX ELEC SERVICE STONE VENEER 6" HORZ SIDING COMP. ROOFING HARDIE 'SMOOTH' PANEL w/ FRY REGLET FLASHING 4" HORZ SIDING w/ 'X' FLASHING AT CORNERS STONE VENEER TYP Level 1131.00 Level 2 142.05 T.O. ROOF 159.10 SN DRIVEWAY BEYOND FINISHED GRADE EXISTING GRADE GRADE BEYOND COMP. ROOFING FASCIA AND GUTTER CEDAR T&G SIDING STONE VENEER VINYL WINDOWS +36" OPEN GUARD RAIL HARDIE 'SMOOTH' PANEL w/ FRY REGLET FLASHING 6" HORZ SIDING STONE VENEER Level 1 131.00 Level 2 142.05 T.O. PL Lvl2 152.05 T.O. ROOF 159.10 A.F.G. 129.19 EW MAX T.O. PLATE 153.19 MAX T.O. ROOF 159.19 6" HORZ SIDING COMP. ROOFING HARDIE 'SMOOTH' PANEL w/ FRY REGLET FLASHING 2X10 BELLYBAND EXISTING GRADE FINISHED GRADE +36" OPEN GUARD RAIL 109A 111B 111A 110 210 212B 112B ? SCALE 24X36: PROJECT NO: ISSUE DATE: DRAWN BY: CHECKED BY: * NOTE:11X17 SETS ARE REDUCED 50%; SCALE DRAWINGS ACCORDINGLY. 451 DUVALL AVE NE, RENTON, W A 98059206.612.8647 | WWW.ATERAHOMES.COMAs indicated 7/2/2020 8:53:22 AMC:\Users\MiltonOrellana\MDDG\mddg - Documents\MDDG Current Projects\2019\19012 N 29th, Kennydale\05 Construction Docs\19011-05 N 29th, Kennydale.rvtELEVATIONS 19011 2020/06/05 SPM A601 PERMIT SET909 N 29TH STREETBELLEVUE, WAMO TYPICAL BUILDING MATERIALS: EXTERIOR WALL CONSTRUCTION ROOF CONSTRUCTION SOFFIT: BUILDING PAPER: SIDING MATERIAL: GWB: INSULATION: FRAMING: SHEATHING: GWB: BUILDING PAPER: ROOFING: INSULATION: FRAMING: SHEATHING: FLOOR CONSTRUCTION TRIM CORNER BOARDS: FASCIA: WINDOW: (WITH NO BRICK MOLD) OUTSIDE: INSIDE: 5/4x4 WRAP FRAMING: SOFFIT: INSULATION: SUBFLOOR: FLOORING: ASPHALT SHINGLES 15# BUILDING PAPER PER SHEARWALL SCHEDULE PER PLANS R-49 BLOWN-IN (R-38 VAULTED) 1/2" RESAWN PLYWOOD 5/8" GWB PER ELEVATIONS 15# BUILDING PAPER PER SHEARWALL SCHEDULE 2x6 STUDS AT 16" oc U.N.O. R-21 BATT w/ INTEGRAL VAPOR BARRIER 1/2" GWB FINISH PER PLANS 3/4" T&G (PLYWOOD, COMPLY OR EQUAL) PER PLANS R-38 BATT 1/2" RESAWN PLYWOOD 2x2 X FLASHING 2x8 (PER DETAILS) U.N.O. 1. INSTALL APPROVED CORROSION-RESISTANT FLASHING, TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS PER R708.3. SELF-ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION-RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: a. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER-RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. b. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. c. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. d. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. e. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD-FRAME CONSTRUCTION. f. AT WALL AND ROOF INTERSECTIONS. g. AT BUILT-IN GUTTERS. ELEVATION NOTES: SCALE:1/4" = 1'-0"1 NORTH ELEVATION SCALE:1/8" = 1'-0"2 EAST ELEVATION SCALE:1/8" = 1'-0"3 WEST ELEVATION SCALE:1/8" = 1'-0"4 REAR ELEVATION No.DateDescription Tectonic Copyright 2007 Level 1 131.00 Level 2 142.05 T.O. PL Lvl2 152.05 T.O. PL Lvl1 141.00 B.O. JSTS 129.95 T.O. ROOF159.10 2 A701 2 A701 ? ? ? +36" OPEN GUARD RAIL D102 20 BALLOON FRAMING PER STRUCTURAL D301 1 D301 1 D102 13 Bdrm #2 206 Hall 200 Foyer 100 Storage 104 Garage 114 Attic Crawl Space EXISTING GRADE FINISHED GRADE D101 1 D101 6 D101 6 D101 1 D101 3 D101 1 D101 39'-0"Pntry 208 FURNATTIC PLATFORM 1 A702 1 A702 Level 1 131.00 Level 2 142.05 T.O. PL Lvl2152.05 T.O. PL Lvl1 141.00 B.O. JSTS 129.95 T.O. ROOF 159.10 1 A701 1 A701 Dining 212 Kitchen 211 Hall 200 Pntry 208 Hall 200 Walk-In 202 Mstr Bath 203 Garage 114Bdrm #4 112 Bath 111 ? ? D301 1 Attic Crawl SpaceEXISTING GRADE FINISHED GRADE D101 1 D101 1 D301 1 D102 14 +2X6 FRAMING AT DROPPED SOFFITTYP D101 2 D101 3 ? FURN D301 3 D102 13 OR D101 10 OPTIONAL AS SITE CONDITIONS REQUIRE SCALE 24X36: PROJECT NO: ISSUE DATE: DRAWN BY: CHECKED BY: * NOTE:11X17 SETS ARE REDUCED 50%; SCALE DRAWINGS ACCORDINGLY. 451 DUVALL AVE NE, RENTON, W A 98059206.612.8647 | WWW.ATERAHOMES.COM1/4" = 1'-0"7/2/2020 8:53:28 AMC:\Users\MiltonOrellana\MDDG\mddg - Documents\MDDG Current Projects\2019\19012 N 29th, Kennydale\05 Construction Docs\19011-05 N 29th, Kennydale.rvtSECTIONS 19011 2020/06/05 SPM A701 PERMIT SET909 N 29TH STREETBELLEVUE, WAMO TYPICAL BUILDING MATERIALS: EXTERIOR WALL CONSTRUCTION ROOF CONSTRUCTION SOFFIT: BUILDING PAPER: SIDING MATERIAL: GWB: INSULATION: FRAMING: SHEATHING: GWB: BUILDING PAPER: ROOFING: INSULATION: FRAMING: SHEATHING: FLOOR CONSTRUCTION TRIM CORNER BOARDS: FASCIA: WINDOW: (WITH NO BRICK MOLD) OUTSIDE: INSIDE: 5/4x4 WRAP FRAMING: SOFFIT: INSULATION: SUBFLOOR: FLOORING: ASPHALT SHINGLES 15# BUILDING PAPER PER SHEARWALL SCHEDULE PER PLANS R-49 BLOWN-IN (R-38 VAULTED) 1/2" RESAWN PLYWOOD 5/8" GWB PER ELEVATIONS 15# BUILDING PAPER PER SHEARWALL SCHEDULE 2x6 STUDS AT 16" oc U.N.O. R-21 BATT w/ INTEGRAL VAPOR BARRIER 1/2" GWB FINISH PER PLANS 3/4" T&G (PLYWOOD, COMPLY OR EQUAL) PER PLANS R-38 BATT 1/2" RESAWN PLYWOOD 2x2 X FLASHING 2x8 (PER DETAILS) U.N.O. SCALE:1/4" = 1'-0"1 BUILDING SECTION E/W SCALE:1/4" = 1'-0"2 BUILDING SECTION N/S CONCRETE DRIVEWAY PERVIOUS PAVERSEXISTING GRADE No.DateDescription Tectonic Copyright 2007 Level 1131.00 Level 2 142.05 T.O. PL Lvl2 152.05 T.O. PL Lvl1141.00 B.O. JSTS 129.95 T.O. ROOF 159.10 SN 1 A701 1 A701 Mstr Bdrm 201 Covered Balcony 214 Den/Guest 101 Walk-In 102 Bath 103 Foyer 100 Lndry 105Storage 104 Walk-In 108 Bdrm #3 109 Covered Balcony 213 Family Room 210 Hall 200 CRAWL SPACE 6 MIL V.B. ? ATTIC FURNACE PLATFORM BEYOND ? ??2X12 DF#2 PER STRUCT 2X12 DF#2 PER STRUCT D301 1 D102 12 D102 15D102 12 D102 15SIM +36" OPEN GUARD RAIL 23"13"3'-0"D102 16 D102 16 D101 9 TYPD101 1 D101 3 D101 1 D101 2 D301 1 SCALE 24X36: PROJECT NO: ISSUE DATE: DRAWN BY: CHECKED BY: * NOTE:11X17 SETS ARE REDUCED 50%; SCALE DRAWINGS ACCORDINGLY. 451 DUVALL AVE NE, RENTON, W A 98059206.612.8647 | WWW.ATERAHOMES.COM1/4" = 1'-0"7/2/2020 8:53:32 AMC:\Users\MiltonOrellana\MDDG\mddg - Documents\MDDG Current Projects\2019\19012 N 29th, Kennydale\05 Construction Docs\19011-05 N 29th, Kennydale.rvtSECTIONS 19011 2020/06/05 SPM A702 PERMIT SET909 N 29TH STREETBELLEVUE, WAMO TYPICAL BUILDING MATERIALS: EXTERIOR WALL CONSTRUCTION ROOF CONSTRUCTION SOFFIT: BUILDING PAPER: SIDING MATERIAL: GWB: INSULATION: FRAMING: SHEATHING: GWB: BUILDING PAPER: ROOFING: INSULATION: FRAMING: SHEATHING: FLOOR CONSTRUCTION TRIM CORNER BOARDS: FASCIA: WINDOW: (WITH NO BRICK MOLD) OUTSIDE: INSIDE: 5/4x4 WRAP FRAMING: SOFFIT: INSULATION: SUBFLOOR: FLOORING: ASPHALT SHINGLES 15# BUILDING PAPER PER SHEARWALL SCHEDULE PER PLANS R-49 BLOWN-IN (R-38 VAULTED) 1/2" RESAWN PLYWOOD 5/8" GWB PER ELEVATIONS 15# BUILDING PAPER PER SHEARWALL SCHEDULE 2x6 STUDS AT 16" oc U.N.O. R-21 BATT w/ INTEGRAL VAPOR BARRIER 1/2" GWB FINISH PER PLANS 3/4" T&G (PLYWOOD, COMPLY OR EQUAL) PER PLANS R-38 BATT 1/2" RESAWN PLYWOOD 2x2 X FLASHING 2x8 (PER DETAILS) U.N.O.No.DateDescription SCALE 24X36: PROJECT NO: ISSUE DATE: DRAWN BY: CHECKED BY: * NOTE:11X17 SETS ARE REDUCED 50%; SCALE DRAWINGS ACCORDINGLY. 451 DUVALL AVE NE, RENTON, W A 98059206.612.8647 | WWW.ATERAHOMES.COM7/2/2020 8:53:34 AMC:\Users\MiltonOrellana\MDDG\mddg - Documents\MDDG Current Projects\2019\19012 N 29th, Kennydale\05 Construction Docs\19011-05 N 29th, Kennydale.rvtSCHEDULES 19011 2020/06/05 SPM A801 PERMIT SET909 N 29TH STREETBELLEVUE, WAMO TYP WINDOW NOTES: 1. SEE ARCHITECTURAL FLOOR PLANS FOR WINDOW LOCATIONS AND DESIGNATIONS. SEE ELEVATIONS & BUILDING SECTIONS FOR WINDOW HEAD/SILL LOCATIONS. 2. ALL RESIDENTIAL WINDOWS ARE BASED UPON MILGARD VINYL WINDOWS. EXCEPT AS NOTED. 3. ALL WINDOWS SHALL HAVE THROUGH-WINDOW AIR INLETS AS PER WASHINGTON STATE VENTILATION CODE. 4. NOT USED. 5. ALL WINDOWS TO BE FIXED UNLESS SHOWN/NOTED OTHERWISE. 6. PROVIDE SAFETY GLAZING PER KEYNOTE P-4 AS LOCATED ON FLOOR PLANS. 7. GLAZING TO BE PER ENERGY COMPLIANCE NOTES. SEE SHEETS A000 -A002 TYP DOOR NOTES: 1. ALL RESIDENTIAL SLIDING GLASS DOORS ARE BASED ON MILGARD SERIES VINYL SLIDING DOORS. 2. GLAZING TO BE PER ENERGY COMPLIANCE NOTES. SEE SHEETS A000 -A002. 3. PROVIDE SAFETY GLAZING PER GENERAL NOTES. 4. NOT USED. 5. PROVIDE MIN 0.20 U-VALUE AT SOLID CORE FLUSH DOORS WHERE EXPOSED TO AMBIENT TEMPERATURE. Door Schedule Mark Description SIZE DOOR PANEL GLAZING ROOM NAME WIDTH HT CONTRUCTI ON AREA TYPE FROM ROOM TO ROOM 100 SLIDING BARN DOOR (OPTIONAL)4'-0"8'-0"Foyer Foyer 101A HINGED - SINGLE - INTERIOR 5'-0"8'-0"S.C.Glass - Clear Foyer Den/Guest 101B HINGED - SINGLE - INTERIOR - POCKET 2'-6"8'-0"S.C.NONE Foyer Den/Guest 101C HINGED - SINGLE - INTERIOR 2'-4"8'-0"S.C.Den/Guest Walk-In 103A HINGED - SINGLE - INTERIOR - POCKET 2'-6"8'-0"S.C.NONE Bath Foyer 103B HINGED - SINGLE - INTERIOR 1'-6"8'-0"S.C.Bath Bath 104 HINGED - SINGLE - INTERIOR 2'-4"8'-0"S.C.Storage Foyer 105 HINGED - SINGLE - INTERIOR 3'-0"8'-0"S.C.Foyer Lndry 106 HINGED - SINGLE - INTERIOR 2'-6"8'-0"S.C.Foyer Linen 109A HINGED - SINGLE - INTERIOR 2'-6"8'-0"S.C.Sitting Bdrm #3 109B HINGED - SINGLE - INTERIOR 3'-0"8'-0"S.C.Bdrm #3 Walk-In 110 TWO PANEL SLIDING GLASS DOOR 6'-0"8'-0"VINYL 48 SF Glass - Clear Sitting Covr'd Patio 111A HINGED - SINGLE - INTERIOR 2'-4"8'-0"S.C.Sitting Bath 111B HINGED - SINGLE - INTERIOR 2'-4"8'-0"S.C.Bath Bath 112A HINGED - SINGLE - INTERIOR 2'-6"8'-0"S.C.Sitting Bdrm #4 112B HINGED - SINGLE - INTERIOR 3'-0"8'-0"S.C.Bdrm #4 Walk-In 114A OVERHEAD GARAGE DOOR 16'-0"8'-0"Garage 114B HINGED - SINGLE - INTERIOR 3'-0"8'-0"S.C.Garage Foyer 115 PIVOT DOOR 5'-0"8'-0"Foyer Covr'd Porch 187 HINGED - DOUBLE - INTERIOR 5'-0"8'-0"S.C.Foyer Storage Level 1: 20 201 HINGED - DOUBLE - INTERIOR 5'-0"8'-0"S.C.Hall Mstr Bdrm 202 HINGED - DOUBLE - INTERIOR - POCKET 4'-8"8'-0"S.C.Mstr Bath Walk-In 203A HINGED - SINGLE - INTERIOR 2'-6"8'-0"S.C.Mstr Bdrm Mstr Bath 203B HINGED - SINGLE - INTERIOR 1'-6"8'-0"S.C.Mstr Bath 203C HINGED - SINGLE - INTERIOR 2'-4"8'-0"S.C.Mstr Bath Mstr Bath 204 HINGED - SINGLE - INTERIOR 2'-4"8'-0"S.C.Mstr Bath Walk-In 206A HINGED - SINGLE - INTERIOR 2'-6"8'-0"S.C.Hall Bdrm #2 206B HINGED - DOUBLE - INTERIOR 5'-0"8'-0"S.C.Bdrm #2 Closet 207A HINGED - SINGLE - INTERIOR 2'-4"8'-0"S.C.Hall Pwdr 207B HINGED - SINGLE - INTERIOR 2'-4"8'-0"S.C.Pwdr Bdrm #2 208 HINGED - SINGLE - INTERIOR 2'-4"8'-0"S.C.Hall Pntry 209 HINGED - SINGLE - INTERIOR 2'-6"8'-0"S.C.Hall Closet 210 FOUR PANEL SLIDING GLASS DOOR 13'-0"8'-0"VINYL 104 SF Glass - Clear Family Room Covered Balcony 212 TWO PANEL SLIDING GLASS DOOR 8'-0"8'-0"VINYL 64 SF Glass - Clear Dining Covered Balcony 214 THREE PANEL SLIDING GLASS DOOR 10'-6"8'-0"VINYL 84 SF Glass - Clear Mstr Bdrm Covered Balcony Level 2: 15 Grand total: 35 Window Schedule Mark STYLE SIZE TEMPERED IS EGRESS ROOM NAME WIDTH HT AREA FROM ROOM TO ROOM 101A Picture 5'-0"3'-0"15 SF No No Den/Guest Covr'd Porch 101B Horz Sliding Single-Vent 8'-0"6'-0"48 SF No Yes Den/Guest 101C Horz Sliding Single-Vent 8'-0"6'-0"48 SF No Yes Den/Guest 105 Horz Sliding Half-Vent 4'-0"5'-0"20 SF No Yes Lndry 109A Horz Sliding Half-Vent 6'-0"6'-0"36 SF No Yes Bdrm #3 109B Horz Sliding Dbl-Vent 8'-0"1'-6"12 SF No No Bdrm #3 111A Picture 2'-0"4'-0"8 SF Yes No Bath 111B Single Hung 2'-6"4'-0"10 SF No No Bath 111C Picture 2'-0"4'-0"8 SF No No Bath Covr'd Patio 112B Horz Sliding Half-Vent 6'-0"6'-0"36 SF No Yes Bdrm #4 114A Horz Sliding Half-Vent 6'-0"4'-0"24 SF No Yes Garage 114B Horz Sliding Half-Vent 6'-0"4'-0"24 SF No Yes Garage 329 Picture 6'-0"6'-0"36 SF Yes No Foyer Level 1: 13 200 Horz Sliding Dbl-Vent 8'-0"6'-0"48 SF Yes Yes Hall 201 Horz Sliding Single-Vent 8'-0"6'-0"48 SF No Yes Mstr Bdrm 203A Horz Sliding Half-Vent 4'-0"6'-0"24 SF Yes Yes Mstr Bath Covered Balcony 203B Horz Sliding Single-Vent 8'-0"6'-0"48 SF Yes Yes Mstr Bath 203C Horz Sliding Half-Vent 4'-0"4'-0"16 SF Yes Yes Mstr Bath 206 Horz Sliding Half-Vent 6'-0"6'-0"36 SF No Yes Bdrm #2 207 Horz Sliding Half-Vent 4'-0"4'-0"16 SF Yes Yes Pwdr 210A Picture 6'-0"6'-0"36 SF No No Family Room 210B Picture 6'-0"6'-0"36 SF No No Family Room 211A Horz Sliding Half-Vent 5'-0"1'-0"5 SF No No Kitchen 211B Picture 3'-0"1'-0"3 SF No No Kitchen 212A Horz Sliding Dbl-Vent 8'-0"4'-0"32 SF No Yes Dining 212B Horz Sliding Single-Vent 8'-0"6'-0"48 SF No Yes Dining Level 2: 13 Grand total: 26 No.DateDescription ALL REINFORCEMENT SHALL BE ACCURATELY PLACED AND ADEQUATELY SUPPORTED PRIOR TO CONCRETE INSPECTION. SEE SHEET A001 NOTE: SOLID SUBSTRATE DAMPPROOFING TIGHTLINE 1/2" DIA. X 10" A.B. AT 4'-0" O.C. THICK PLATE w/ MIN. 3"x3"x3/16" EXCEPT AS NOTED ON SHEARWALL SCHEDULE PLACE AN A.B. WITHIN 12" EA SILL END & JOINTS EMBED MIN 7". PER IRC 602.11.1 4" PERF. FT'G DRAIN w/ FILTER IN 24" GRAVEL BED FINISHED GRADE FOUNDATION & REINFORCING PER STRUCTURAL. SEE SHEET S100 UNBALANCED FILL48" MAX6" MINPER PLAN3" MIN6" MAXS602 1 PER STRUCTTREATED MUD SILL (SEE FOUNDATION DETAILS/SHEARWALL SCHEDULE FOR A.B. INFO.) TYP EXTERIOR WALL CONSTRUCTION INSULATION PER ENERGY CALCS CONCRETE STEM WALL PER PLANS TYP FLOOR CONSTRUCTION SOLID BLOCKING AT POINT LOAD BEARING PER PLAN TYP FLOOR CONSTRUCTION FRAMING PARALLEL TO STEM WALL FRAMING PERPENDICULAR TO STEM WALL CRAWL SPACE CRAWL SPACE EXTERIOR-SLOPE EARTH AWAY AT 2% TO SWALE LINE -GARAGE CONCRETE-SLOPE 2% TOWARDS OPENINGS FULL-WIDTH TREATED MUD SILL (SEE FOUNDATION DETAILS/SHEARWALL SCHEDULE FOR A.B. INFO.) TYP. EXTERIOR WALL CONSTRUCTIONINSUL PER ENERGY CALCS FOUNDATION PER PLANS TOP FLANGE HANGER TYP FLOOR CONSTRUCTION TREATED MUD SILL (SEE FOUNDATION DETAILS/SHEARWALL SCHEDULE FOR A.B. INFO.) TYP. EXTERIOR WALL CONSTRUCTION INSUL (IF ANY) PER ENERGY CALCS FOUNDATION PER PLANSTYP FLOOR CONSTRUCTION FRAMING PARALLEL TO STEM WALL FRAMING PERPENDICULAR TO STEM WALL CRAWL SPACE CRAWL SPACE PROVIDE (2) LAYERS OF 60 MIN BLDG PAPER BTWN HANGER AND CONCRETE STEM WALL PROVIDE (2) LAYERS OF 60 MIN BLDG PAPER BTWN JST AND CONCRETE STEM WALL SOLID SUBSTRATE TYP FLOOR FRM'G PER PLAN FOOTING PER PLAN POST AND BEAM PER PLAN. SEE STRUCT. PROVIDE MIN 1" CLEARANCE FROM CONC. AT END OF BEAMS SOLID BLK'G o/ SUPPORT INSUL. PER ENERGY CALCS. CONNECTION AT CRIPPLE WALL CONNECTION AT FOOTING3" MIN.3" MIN. CRAWL SPACE CRAWL SPACE POSITIVE CONNECTION PER STRUCT CRIPPLE WALL PER PLAN SHT'G PER STRUCTURAL PROVIDE 14X8 VENT HOLES 48" O.C. EXT. DOOR w/ THRESHOLD FLASHING AS REQ'D. NERVESTRAL FLASHING CONCRETE SLAB PER PLAN TREATED MUD SILL #4 VERT RE-BAR STUBBED INTO SLAB FOUNDATION PER PLANS7.5" MAXEXT. DOOR w/ THRESHOLD FLASHING AS REQ'D. NERVESTRAL FLASHING CONCRETE SLAB PER PLAN #4 VERT RE-BAR STUBBED INTO SLAB TREATED MUD SILL (SEE FNDN DETAILS/SHEARWALL SCHEDULE FOR A.B. INFO.) FOUNDATION PER PLANS7.5" MAXFRAMING PARALLEL TO STEM WALL FRAMING PERPENDICULAR TO STEM WALL TOP FLANGE HANGER TYP FLOOR CONSTRUCTION FULL-WIDTH TREATED MUD SILL (SEE FOUNDATION DETAILS/SHEARWALL SCHEDULE FOR A.B. INFO.) TYP FLOOR CONSTRUCTION PROVIDE (2) LAYERS OF 60 MIN BLDG PAPER BTWN HANGER AND CONCRETE STEM WALL PROVIDE (2) LAYERS OF 60 MIN BLDG PAPER BTWN HANGER AND CONCRETE STEM WALL TREATED MUD SILL AND RIM JOIST TYP FLOOR FRAMING PER PLAN EXT. DOOR w/ THRESHOLD FLASHING AS REQ'D. NERVESTRAL FLASHING CONCRETE SLAB PER PLAN #4 VERT. RE-BAR STUBBED INTO SLAB A.B. BEYOND (PROVIDE ONE EA. SIDE OF DOORWAY) FOUNDATION PER PLANS7.5" MAXCONC SLAB ON GRADE PER PLANS TYP EXTERIOR WALL CONSTRUCTION VARIESFOUNDATION PER PLANS GARAGE EXTERIOR D101 1SEE FOR FOUNDATION NOTES/INFORMATION POST PER PLANS CONC PLYNTH PER PLANS ADJUSTABLE POST BASE PER PLANS FOOTING PER STRUCTURAL SOLID SUBSTRATE 1'-0" MIN CONC SLAB PER PLANS 18" MINFRAMING PARALLEL TO STEM WALL FRAMING PERPENDICULARTO STEM WALL RIM JOIST PER PLANS TYP FLOOR FRAMING PER PLANS TYP EXTERIOR WALL CONSTRUCTION CRIPPLE WALL CONSTRUCTION PER PLANS DBL TOP PLATE BOTTOM PLATE INSUL PER ENERGY CALCS P.T. MUD SILL. SEE FOUNDATION DETAILS FOR ANCHOR BOLT INFO. FOUNDATION PER PLANS CRAWL SPACE VARIES PER GRADE6" MIN.CRAWL SPACE MODIFIED TWO STUD CORNER INTERIOR CORNER 2X6 BACKER FOR G.W.B. INSUL PER ENERGY CALCS HOLDDOWN & ADD'L STUD(s) PER PLAN (WHERE OCCURS) INTERIOR PARTITION PER PLAN TYP EXTERIOR WALL CONSTRUCTION EDGE NAIL'G PER SCHD SHEARWALL SHT'G (IF ANY) PER PLANS. SEE SHEARWALL SCHD HOLDDOWN & ADD'L STUD(s) PER PLAN (WHERE OCCURS) SCALE 24X36: PROJECT NO: ISSUE DATE: DRAWN BY: CHECKED BY: * NOTE:11X17 SETS ARE REDUCED 50%; SCALE DRAWINGS ACCORDINGLY. 451 DUVALL AVE NE, RENTON, W A 98059206.612.8647 | WWW.ATERAHOMES.COM3/4" = 1'-0"7/2/2020 8:53:38 AMC:\Users\MiltonOrellana\MDDG\mddg - Documents\MDDG Current Projects\2019\19012 N 29th, Kennydale\05 Construction Docs\19011-05 N 29th, Kennydale.rvtFOUNDATION & FRAMING DETAILS 19011 2020/06/05 SPM D101 PERMIT SET909 N 29TH STREETBELLEVUE, WAMONOTE: THIS IS A STANDARD DETAILS SHEET PREPARED FOR SINGLE FAMILY HOUSING TYPE V NONRATED CONSTRUCTION. THESE DETAILS HAVE BEEN PREPARED TO COVER GENERAL CONSTRUCTION CONDITIONS. NOT ALL DETAILS ON THIS SHEET ARE NECESSARILY INCORPORATED INTO THIS PROJECT. COORDINATE WITH PLANS.STANDARD DETAIL SHEETSCALE:3/4" = 1'-0"1 FOUNDATION DETAIL SCALE:3/4" = 1'-0"2 FRAMING / FNDN. CONNECTION SCALE:3/4" = 1'-0"3 FRAMING / FNDN. CONNECTION SCALE:3/4" = 1'-0"9 POST / FTG CONNECTION SCALE:3/4" = 1'-0"5 EXT. DOOR THRESHOLD DETAIL SCALE:3/4" = 1'-0"4 EXT. DOOR THRESHOLD DETAIL SCALE:3/4" = 1'-0"6 SLAB AT STEM WALL SCALE:3/4" = 1'-0"7 FRM'G CONNECTION @ DECK POST SCALE:3/4" = 1'-0"10 CRIPPLE WALL AT FOUNDATION SCALE:3/4" = 1'-0"8 INT/EXT WALL FRAMING DETAIL No.DateDescription TYP EXTERIOR WALL CONSTRUCTION TYP WALL CONSTRUCTION PER PLANS SOFFIT PER PLANS. SEE ELEVATIONS FOR GENERAL MATERIAL LIST. CONT 1-1/2" SOFFIT VENT INSULATION (IF ANY) PER ENERGY CALCS PROVIDE SOLID BLK'G PER STRUCTURAL TYP FLOOR FRM'G PER PLANS SHEARWALL PANEL WHERE OCCURS, SEE PLAN SHEARWALL PANEL WHERE OCCURS, SEE PLAN EXTERIOR FINSH PER PLANS. BEAM PER PLANS RIM JOIST PER PLANS TYP. FLOOR FRAMING PER PLANS TYP EXTERIOR WALL CONSTRUCTION 2x BACKER FOR G.W.B. TYP EXTERIOR WALL CONSTRUCTION DBL TOP PLATE INSUL PER ENERGY CALCS FRAMING PARALLEL TO WALL FRAMING PERPENDICULAR TO WALL WHERE HDRS OCCUR AND ARE NOT FULL WIDTH, PROVIDE R-10 RIGID INSUL AT THE INSIDE FACE SHT'G PER STRUCTURAL SHT'G PER STRUCTURAL TYP. FLOOR FRAMING PER PLANS PROVIDE SOLID BLK'G PER STRUCTURAL PROVIDE SOLID BLK'G PER STRUCTURAL ALIGN JOIST UNDER WALL TYP. FLOOR FRAMING PER PLANS TYP WALL CONSTRUCTION PER PLANS 2x BACKER FOR G.W.B. TYP WALL CONSTRUCTION DBL TOP PLATE FRAMING PARALLEL TO WALL FRAMING PERPENDICULAR TO WALL HEADER (WHERE OCCURS) TYP. FLOOR FRAMING PER PLANS PROVIDE SOLID BLK'G PER STRUCTURALPROVIDE SOLID BLK'G PER STRUCTURAL SOLID BLK'G UNDER WALL SHEARWALL SHT'G (WHERE OCCURS) PER STRUCTURAL SHEARWALL SHT'G (WHERE OCCURS) PER STRUCTURAL STRAP (WHERE OCCURS) PER STRUCTURAL RUN RISE3 -2x STRINGERS TYP. U.N.O. CENTER STRINGER WITH (2) -2x4 STRONG BACK TYP. 3/4" PLYWOOD RISER 1 1/8" HARDBOARD TREAD WITH EASED NOSING SEE PLAN FOR TYP. RISE & RUN DIMENSIONS 1/2" G.W.B. AS REQUIRED SEE NOTES ABOVE 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. HANDRAIL END NAIL STAIR JACKS TO 2x THRUST BLOCK W/ (2) EA/12d NAILS AND NAIL BLOCK DOWN W/ (4) EA /12d NAILS FIRST RISER OVER BEAM SIMPSON L50 EA. SIDE, TYP. FLR FRAMING PER PLAN SIMPSON A35 AT EA. SIDE OR OTHER POS. CONNECTION (2) 2X4 STRONG BACK BLK'G FIRST TREAD AT BEAM TYP EXTERIOR WALL CONSTRUCTION TYP FLOOR FRAMING PER PLANS TYP EXTERIOR WALL CONSTRUCTION HNGR PER PLANS FLASHING RIM JOIST PER PLANS DECK FRAMING PER PLAN 2x LEDGER PER PLANS DECK MATERIAL PER PLANS 3" C.C. SPRAY FOAM INSUL (R-21) BATT INSULDECK JSTS PER PLANS BOTTOM MOUNTED METAL RAILING PER MFR. RIM JOIST PER PLAN 2X SOLID BLK'G (2) LAYERS PLY WD PER PLAN W.P. MEMBRANE 4" MAX36" MIN(2) 2X BLK'G AROUND PERIMETER PRIMED FASCIA 3" C.C. SPRAY FOAM INSUL (R-21) BATT INSUL TYP EXTERIOR WALL CONSTRUCTION SCALE 24X36: PROJECT NO: ISSUE DATE: DRAWN BY: CHECKED BY: * NOTE:11X17 SETS ARE REDUCED 50%; SCALE DRAWINGS ACCORDINGLY. 451 DUVALL AVE NE, RENTON, W A 98059206.612.8647 | WWW.ATERAHOMES.COM3/4" = 1'-0"7/2/2020 8:53:39 AMC:\Users\MiltonOrellana\MDDG\mddg - Documents\MDDG Current Projects\2019\19012 N 29th, Kennydale\05 Construction Docs\19011-05 N 29th, Kennydale.rvtFRAMING DETAILS 19011 2020/06/05 SPM D102 PERMIT SET909 N 29TH STREETBELLEVUE, WAMONOTE: THIS IS A STANDARD DETAILS SHEET PREPARED FOR SINGLE FAMILY HOUSING TYPE V NONRATED CONSTRUCTION. THESE DETAILS HAVE BEEN PREPARED TO COVER GENERAL CONSTRUCTION CONDITIONS. NOT ALL DETAILS ON THIS SHEET ARE NECESSARILY INCORPORATED INTO THIS PROJECT. COORDINATE WITH PLANS.STANDARD DETAIL SHEETSCALE:3/4" = 1'-0"14 CANTILEVER FRM'G AT EXT. WALL SCALE:3/4" = 1'-0"13 EXTERIOR WALL TO FLOOR JOISTS SCALE:3/4" = 1'-0"16 INTERIOR WALL TO FLOOR JOISTS, STACKED SCALE:3/4" = 1'-0"20 STAIR SECTION DETAIL SCALE:3/4" = 1'-0"12 EXTERIOR WALL FRM'G CONNECTION SCALE:3/4" = 1'-0"15 FRM'G CONNECTION @ DECK RAILING No.DateDescription ROOF CONSTRUCTION PER PLANS TYP. EXTERIOR WALL CONSTRUCTION TYP. GUTTER EXPOSED RAFTER TAIL FASCIA PER ELEVATION OVERHANG PER PLAN3 1/2"PER ELEV INSUL. PER ENERGY CALCS. INSUL PER ENERGY CALCS 2"BAFFEL -EXTEND 6" ABOVE BATT. INSUL. OR 12' ABOVE BLOWN INSUL.6" MIN.2" MIN. CLEARANCE FOR VENTING ATTIC 2X BLOCKING WITH (3) 2" ~ SCREENED HOLES WHERE NOTED ON ROOF VENTING SCHEDULE. SEE SHT A003 & A501. PROVIDE CLIPS PER STRUCTURAL. SEE SHEET S401. WHERE HDRS OCCUR AND ARE NOT FULL WIDTH, PROVIDE R-10 RIGID INSUL AT THE INSIDE FACE ROOF RAFTER CONSTRUCTION PER PLANS TYP EXTERIOR WALL CONSTRUCTION TYP. GUTTER EXPOSED RAFTER TAIL FASCIA PER ELEVATION TYP FLOOR CONSTRUCTION OVERHANG PER PLAN3 1/2"PER ELEV INSUL (IF ANY) PER ENERGY CALCS. INSUL. PER ENERGY CALCS. ATTIC 2X BLOCKING WITH (3) 2" ~ SCREENED HOLES WHERE NOTED ON ROOF VENTING SCHEDULE. SEE SHT A003 & A501. PROVIDE CLIPS PER STRUCTURAL. SEE SHEET S401. WHERE HDRS OCCUR AND ARE NOT FULL WIDTH, PROVIDE R-10 RIGID INSUL AT THE INSIDE FACE ROOF CONSTRUCTION PER PLANS TYP. GUTTER FASCIA PER ELEVATION3 1/2"SOFFIT PER ELEV ATTIC OVERHANG PER PLANS BEAM PER PLANS 2X BLOCKING WITH (3) 2" ~ SCREENED HOLES WHERE NOTED ON ROOF VENTING SCHEDULE. SEE SHT A003 & A501. PROVIDE CLIPS PER STRUCTURAL. SEE SHEET S401. SCALE 24X36: PROJECT NO: ISSUE DATE: DRAWN BY: CHECKED BY: * NOTE:11X17 SETS ARE REDUCED 50%; SCALE DRAWINGS ACCORDINGLY. 451 DUVALL AVE NE, RENTON, W A 98059206.612.8647 | WWW.ATERAHOMES.COM3/4" = 1'-0"7/2/2020 8:53:40 AMC:\Users\MiltonOrellana\MDDG\mddg - Documents\MDDG Current Projects\2019\19012 N 29th, Kennydale\05 Construction Docs\19011-05 N 29th, Kennydale.rvtROOF DETAILS 19011 2020/06/05 SPM D301 PERMIT SET909 N 29TH STREETBELLEVUE, WAMONOTE: THIS IS A STANDARD DETAILS SHEET PREPARED FOR SINGLE FAMILY HOUSING TYPE V NONRATED CONSTRUCTION. THESE DETAILS HAVE BEEN PREPARED TO COVER GENERAL CONSTRUCTION CONDITIONS. NOT ALL DETAILS ON THIS SHEET ARE NECESSARILY INCORPORATED INTO THIS PROJECT. COORDINATE WITH PLANS.STANDARD DETAIL SHEETSCALE:3/4" = 1'-0"1 EAVE DETAIL -TRUSS SCALE:3/4" = 1'-0"2 EAVE DETAIL -RAFTER SCALE:3/4" = 1'-0"3 EAVE DETAIL -RAFTER No.DateDescription .