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HomeMy WebLinkAboutPermit File BLD-2017-0553 1720 25th-H Court (2)TESC NOTES w E+ I I I I I I I I I I I I I I I I I 1 2509 "H" AVE � LLJ I I I I ICU N 3 ti Li ti d I ; GARAGE I N � \L Z o I 1.0 o1J = it 'BMP T5.13 POST -CONSTRUCTION SOIL 'QUALITY & DEPTH FOR ALL C:D I DISTURBED SOILS ° N _ z MATCH NEW SIDE ALK I x WITH EXISTING SIDEWALK I I I I EX. SSMH RIM=165.63 I.E=156,73' I I I I BMP C103 ORANGE CONS RUCTION FENCE AT SOUTH PERIM TER I; I BOUDARIES & CLEARING LIMITS I v 30' III I m X I I 21.3' a I U 34 y U A. X X G WSDOT PARALLEL CURB RAMP TYPE A STND PLAN F-40.12-03 �3t�M 9PA--i1 r.APV-7 BMP C105 CONSTRUCTION - ENTRANCE q DOE FIGURE II-411 LOT ,648 SF IILDING AREA 1,703 SF ROOF AREA 2,044 S� IFS* LET 2 BMP C233 SILT FENCE DOE FIGURE II-4,2,12 ALONG NORTHERN & EASTERN PROPERTY LINE g CS • ��. END OF EX. SIDEWALK n MATCH NEW / SIDEWALK 31 SQ. FT. �nio i � r�niHaunw MATCH �, � „�. RAINGARDEN MIN. MAINTAIN 4' CLEAR WITH WITH EXISTING SIDEWALK AREA BELOW NEW SIDEWALK in VERFLOW. CONCRETE DRIVEWA�N 89°59'33' 26 W 2,63' (262,64 PLAT) SS WSDOT TYPE 1 STND PLAN F-80.10-03. EX, SSCO SS EXS8in ' PVC SS CUU i IDE SADDLE6EX BSPVC MAIN 2 S T H— H COURT I GRAPHIC SCALE ( IN FEET ) 1 inch a 20 ft 25,D' — veq_r�a-a-ttn PtPc G4.w,�nc�,1 — Pvm p 71� oaA iN Ter uSE ��•Y�+�t-�- J1.+Or�2S�Rs.i� Zi .� LoUxZ-i O►'Zwtylev� lZ�.,c>�/541r�TA-�� G1-."M6E AIE ACU-PnFIL:< AS s1 N• V+IU- S16w e V E9,,V PkArJ \Stcr \F A� CoQ�?-ELiIo�+S A E MADE. SHORT PLAT LEGEND i AN-93-002 I AF #9305100161 1 FENCE x x x x x--x STORM SEWER SD --SD — Catch Basin I Sanitary Sewer Man Hole UU I BMP C240 TEMPORARY Water Meter ED r SEDIMENT TRAP POSSIBLE LOCATION ' 5' ACCESS AND UTILITY f EASEMENT AF #9305100161 1 I BMP C120 (TEMPORARY AND ' PERMANENT SEEDING), C121 ' (MULCHING) OR C122 (NETS AND BLANKETS) I ON DISTURBED STEEP SLOPES I I LET 4 i-PROVIDE PUMP IN SUMP ICATCH BASIN WITH FLOAT AT INE CORNER OF HOUSE TO PUMP STORM WATER IN 2' PVC PIPE TO CURB LINE I / I1 2 WATER METERS BOXES 1 USED COORDINATE LADDITIDNAL METER WITH — — — — — — — — — — CITY W J n CU o cu o 0 0 0 O I r\ t\ Z (U .Ni ss --' ss — yo TYPE' RI / RIM=151,73' I.E.=147,1' EX SSMH MINIMUM TREE DENSITY 1. Access Road Construction vehicle access shall be limited to one route, unless otherwise approved by the official, A gravel construction road shall be Installed which will remove as Much mud and dirt from the vehicles as possible prior to entering the public roadway. The effectiveness and efficiency of the removal shall be to the satisfaction of the official. If conditions are such that an insufficient amount of material is removed from the tires by contact with the aggregate, the tires shall be washed prior to entering the public right-of-way. If wear from this process shall be directed to a sedimentation pond or other appropriate sediment trapping bmp for treatment prior to release to the public storm water system, The entrance shall be maintained In a condition that shall prevent the racking or flow of mud onto the public right-of-way, Periodic maintenance of the entrance, including the removal and replacement of aggregate, and cleaning and/or repair of sediment trapping devices shall be performed as conditions dictate or as directed by the official, Sediment tracked onto the public roadways shall be cleaned (E,G„ shoveling, sweeping, pickup) on at least a daily basis. 2, Soll Stabilization All exposed soils shall be prevented from moving off -site or onto natural or artificial drainage systems through suitable application of bmp's, Including but not Limited to sod or other vegetation, plastic covering, mulching, or application of ground base on areas to be paved. 3, Protection Of Adjacent Properties Adjacent properties shall be protected from sediment deposition by appropriate use of vegetative buffer strips, sediment bafflers or filters, dikes, berms, or mulching, or by a combination of these measures and other appropriate BMP's, 4, Maintenance ALI erosion and sedimentation control methods shall be maintained and regularly Inspected by the permit applicant In order to ensure continued performance during the like of the construction, (Note, without proper maintenance, city / county building Inspectors may suspend all authorized work on your project until corrective measures are completed.) 5, Unusual Events Any adverse effects of Increased runoff (unusual or Large storm events) resulting from land distribution activities shall be controlled by appropriate measures as soon as possible, Additional erosion control measures may be necessary where your project is located adjacent to a critical area, STORMWATER MANAGEMENT Summarles of Minimum Requirements See the Stormwater Management Manual (2005) Volume 1 for complete descriptions of these requirements, Erosion Control Notes for Residential Construction -City of Anacortes A, Erosion Control Best Management Practices shall be In place per the accepted site plan prior to any construction start. B, The erosion control shall be Inspected once a day and modified to meet the surrounding conditions as needed. C, The storm drain system shall be cleaned daily (Section 7-073). ALL drainage systems shall be cleaned to the acceptance of the City of Anacortes prior to acceptance of the project„ D. Stabilized construction entrances and roads shall be Installed at the beginning of construction and maintained during the duration of the project, Additional measures may be required such as wash pads to ensure that all paved areas are kept clean. No mud Is allowed to enter onto City streets, E. Any soils exposed that will not be disturbed for two (2) days during the wet season or seven (7) days in the dry season shall be Immediately stabilized with the approved ESC methods (seeding, mulching, plastic covering, etc.) F, Two (2) weeks prior to the beginning of the wet season (October 1), all disturbed areas shall be reviewed to Identify which ones can be seeded In preparation for the winter rains, Disturbed areas shall be seeded within one (1) week of the beginning of the wet season. A sketch map of those areas to be seeded and those areas to remain uncovered shall be submitted to the Project Manager, The Project Manager can require seeding In additional areas in order to protect surface waters, adjacent properties or drainage facilities, G, Penalties for an Erosion Control violation are subject to a $300 to $1000 fine Under Chapter 17.66 - Penaltles for vlotatlon. Each day is considered a different violation, Calculation of the Total Tree Units Required, The total number of tree units required to be provided by a regulated project or tree conservation permit approval listed In Section 16,50.100 shall be cglculated by dividing gross site area, minuet any public of private street right-of-way, by one thousand Table 16,50.1200), The results of the calculation will be the total number of tree units required for the project approlval within the building site, LOT SIZE: 7,648 SF TREES REQUIRED 8 LOT INFORMATION LOT SIZE: 7,648 SF CLEARING LIMIT AREA: 7,648 SF MAX, BUILDING COVERAGE (50%) = 3,824 SF ACTUAL BUILDING COVERAGE (22.2%) = 1,703 SF IMPERVIOUS AREA W/ ROOF OVERHANGS: 2,044 SF IMPERVIOUS DRIVEWAY & SIDEWALK AREAS: 2,323 SF TOTAL IMPVERVIOUS AREA: 4,367 SF PARCEL #P103557 ADDRESS: 1718/1720 25th-H Avenue, Anacortes, WA 98221 OWNER: Astrea Miller o o q v� .i I a' C o a c:> � c� c\2 Cn wCn Cn 1 �4 a a� W g:!kn U O co C ✓ �V `\ i cc ILA N ZONING; R3 Residential medium Density P—M 0 Minimum Lot Size �..� Duplex Lot 7,500 sf ^ p Emn..� MAR 19 2018 -- -+ CITY OF ANACORTEF This plan sheet is accepted for construction in accordance with the City of Anacortes ordinances and policies. Actual conformance of the design with applicable laws is the sob responsibTty of the professional engineer, whose name and stamp appear on this sheet Acquiring, complying with, and providing mitigation for all Federal, State, County, and Local Laws, permits, and mandates, including but not limited to the Endangered Species Act, Federal Wetland Permit, State Department of Fisheries Hydroufics Permit, Federal Flood Plain Permits, National Pollutant Discharge Elimination System Permits is the responsiWTdy of the Developer, Landowner, and their Engineer. The issuance of this permit shall not be construed as proof of compliance with applicable laws and permit requirements. CITY ENGINEER DATE The acceptance will expire one year from the date noted above. SHEET NO. C1 REV.: JOB NO: 2017-145 DATE: 1llareh 2018 SCALE: 1'=20' DRAIN: D. BBRRIGSTAD CHIM- D. HMUMMGSTAD March 16, 2018 S=T 1 OF_2 8f£ RIBBED EDGE DETAIL - THIS SHEET 7-0• _2.0% ALL CUT I Irr ON) R. Mr.) r.) 1f I 9 me u�v JOINT Fe r m J WITH RAISED EDGE SIDEWALK U2• me R. (TYP.) JOINT FILLER ADJACENT TO CURB (STEEP FILL SLOPES) SIDEWALK ire (N) R. (TYP.) Wr(N)PREMOLDED JOINT FILLER ADJACENT TO CURB SIDEWALK -�EE'l:CNTItIs 11r (IN) R. (TYP.) , L. "' � - CURB NOT INCLUDED DED N BID ITEM - SEE STANDARD PLAN P-10.12 FOR SIDE TREATMENT ur (N) R. (TYP.) O FINISHED GRADE T (N) BELOW TOP OF CONCRETE SURFACE CURB NOT INCLUDED N BD ITEM - SEE STANDARD PLAN P4111.12 WALL OR BARR- 1r! CURB Nat INCLUDED IN BID M31- SEE STANDARD PLAN RAMC Sol g01B FACE DETAIL MONOLITHIC CEMENT CONCRETE CURB AND SIDEWALK NOTE I. Four last of the al mWk wdddh Shed be rie eiiRun padeakzaSCOSeedite rove 1111119 Of v4rkw end hor1:11«>o.1 mow•, ABoass Covers, ruK111011 Boone, Cob Vlaft PLd 9arss Ind otllsr Bp�pl rbinar e w h the aidewel2 nSNt h" Sd)p lesisisrrt a1l�aosa, be flush with w11Bos, end rrlatoh grade of ft aidaliNerL SIDEWALK ADJACENT TO WALL DETAII LEVEL ,7 1R• CURB NOT NCLLOW N BD REM - 1/P (IN) R FLUSH iOKI SEE STANDARD PLAN F-0a t2 VERTICAL WALL - ETAL PREJAOLDED 1•(IN)R F1J ER MM.) ADJACENT TO CURB AND RAILING OR WALL SIDE TREATMENT SIDEWALK8'-0'MN. SECTIONS I MEE CONTRACT) 1Fl (iNn R tTYP•) PN*®ORADE 1• (N) BELOW TOP OFWNWIN XNSMM FOR PLANTING - FLUSH IF PAVED ADJACENT TO BUFFER STRIP 0 Ar EXPANSION JOINT (TYP.) - SEE STANDARD PLAN F410.1S LANDING CURB NOT INCLUDED N BD ITEM - SEE VIANOARD PLAN F40.t2 PEDESTRIAN CURB - r101B0 SIDEWALK CURB AND GUTTER e4 4' - 0• MIN. (TYP.) - SEE CONTRACT PLANS CURB RAMP CURB RAMP DETECTABLE WARNING SURFACE - FACE OF CURB . SEE STANDARD PLAN 111•411119 CROSSWALK DEPRESSED CURB & GUTTER PLAN � ACE TYPE PARALLEL A DETECTABLEEAr WARNING NF-40.t0 4'-CM MIN. i SEE CONTRACT PLANS 2,01, MAX. CEMENT CONCRETE PEDESTRIAW ...LANDING . . CURB -SlN=9 SECTION O 4'-7MIN. SEE NOTE 7 EE CONTRACT PLAN SIDEWALK GRADE BREA4 K % _ 2.0%MAX Z~ CURB RAMP 3W EXPANSION JOINT LANDING SEE STANDARD PLAN R-f /0 SECTION O 'CEMENT CONCRETE CURB RAMP TYPE PARALLEL PAY LIMIT -MN07007�-, ISOMETRIC VIEW TYPE PARALLEL A PAY LIMIT D RAISED EDGE DETAIL EXTEND SIDEWALK TRANSVERSE JONTS TO INCLUDE RAISED EDGE JOINT FILLER Q EXPANSION JOINT ISOMETRIC VIEW JOINT AND FINISH DETAIL © CONTRACTION JOINT O Ur 'SIT as VP 1• FACE OF CUR! r . D (M R.- b ROAM, D •D' D D • •D a' 01R 11• CURB FACE DETAIL EXTEND SIDEWALK TRANSVERSE EXPANSION JOINTS TD INCLUDE CURB (F1N.L DEPTH) 9 AIOOUf fIR CtIRO ICLIOp N SD f1R1 GNNAtoPLANR4ad0 @VLa1MD ^ D ODLL% ] G 30oq o 0 SHEET 1 OF 1 SHEET 6/11/14 ,- Provide a separate Curb Ramp for each narked or unmarked crosswalk, Curb Ramp location shall be placed within the width of the associated crosswalk, or as shown In the Contract Plans. 2. Where 'GRADE BREAK' Is called out, the entire length of the grade break between the two adjacent surface planes shall be flush. 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurte- nances In front of the Curb Ramp or on any part of the Curb Ramp or Landing, 4• See Contract Plans for the curb design specified, See Standard Plan F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and Pedestrian Curb detalls, 6 See Standard Plan F-30,10 for Cement Concrete Sidewalk Details, See Contract Plans for width and placement of sidewalk. S' The Bid Item 'Cement Concrete Curb Ramp Type does not Include _' the adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian Curb, or Sidewalks. 7' The Curb Ramp maximum running slope shall not require the ramp length to exceed 15 feet to avoid chasing the slope Indefinitely when connecting to steep grades, When applying the 15-foot max, length, the running slope of the curb ramp shall be as flat as feasible. GRADE BREAK 8 Curb Ramp, Landing, and Flares shall receive broom finish. See Standard SLOPE TOP OF Specifications 8-14, COUNTER 5� Z- ROADWAY g' Pedestrian Curb may be omitted If the ground surface at the back of the Curb Ramp and/or Landing will be at the same elevation as the Curb DEPRESSED CURB & GUTTER - Ramp or Landing and there will be no material to retain. SEE STANDARD PLAN 11140.12 A10 t o LEGEND SLOPE N EITHER DIRECTION �d@UMR°'P SHEET t OF 1 SHEET 6/20/13 m EDESTRIAN CM gw.) 1IN C'ONITRACT) MATCH SIDEWALK WIDTH (SEE CONTRAC••n PLAN VIEW B �&GUTTER TYPE 1 (WE NOTE 3) NOTES IW MAX (SEE NOTE 9) VARIES 1, When the driveway width e)OC mb IV (R� corlstrUct 0.9%VAX b I ROAD GRAM PEDESTRIAN RAND CEMENT GRADE I DEVIALK BREAK SECTION O 1W ON) R (TYP.) (SEE DRIVEWAY RAND a tYIN depth GKPIRrAw GRADE BREAK SOB �odard�M�n F-M10 Construct wipersion JokTb p� with the oenterYns as requi ed at I & (1t) maximum spe ft when 8 8% MAX drdveway wkthe exceed W (ft) :�: ,;•; ...., 2. Ses S4e Wvd Foam F-3LIC for ddrm& detalb. P®EarRLAN RAMP 3. Cub and gu tar shown; No the Contract Plena for the $W (" MwAmww jOINr (TYP.) - Nab dMlgtl . SOD OWndwd Pkn F40.12 SEE SrAM MD PLAN Pd010 for Curb Detals. 4. Avoid pleft drakw4e SITucturea,Junction boXSS LP BETWEEN ROADWAY GUTTER & CURB or other obetrucdorm In front of driveway entrances. (art NEE CONIRAC I a- Whwe'ORADE BREA117 IS cWM out, to entro WVM of the DEPRESSEDOURS kw between the two aehoe Pimm shell be Ash. A UTTER (BEE NOTE B) 8 scurb me dirrMle sh ii not mgldne the rrIh b b a kWdkdy when OOnrx dit to steep grades. When applykp the IS (it) mmL terhgt, the nmv ft DRIVEWAY ar OIRIINBION=1NT (TYP.)' d the cub rarrhp slhap be as flat ad tbesebbopq (8EE NOTE n SEL QAf011Ro PLAR P-0s 90 7. B � . Pay Item does not Include drdvmW. SECTION Osee 'CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE 1' PAY LIMITS DRIVEWAY (SEE NOTE 7) PER STANDARD aPec. 840.a � SANITARY SEWER NOTES: L No DOWNSPOUTS OR OUTSIDE DRAINS ARE ALLOWED TO CONNECT TO THE SANITARY SEWER. 8 FIRM THE PROPMISTERTY OVNER MAY INSTALL HAVER OWN SEWER LINE ON HIS\HER OWN PROPERTY. IF INSTALLED BY A CONTRACTOR, THE LICENS ) AND BONDED, 3. SIDE SEWER PIPE SHALL BE A MINIMUM 13F 4' PVC PLASTIC ASTM 3034, ASTM 112"1, OR ABS SCHD. 40. ALL BELLS MUST BE FACING IN THE UPHILL DIRECTION, 4. MAXIMUM DISTANCE BETWEEN CLEAN -OUTS IS 100 FEET, CLEAN -OUTS ARE REQUIRED FOR ANY BENDS GREATER THAN 45' LUNG WITH PRIOR APPROVAL FROM THE INSPECTOR CLEAN -CUTS SHALL BE A PLUGGED 'T'. THERE SMALL BE A CLEAN-W A MAX, ff 2'-V OUTSIDE OF FOUNDATION, 3-PIPE SHALL BE BEDDED WITH 1/4' NDIUS MATERIAL WITH 3. OF MATERIAL UNDER THE PIPE AND 12' OF MATERIAL OVER THE PIPE. THE BEDDING MATERIAL SHALL BE FREE FROM ORGANIC SUBSTANCES AND ROCKS GREATER THAN 1/4'. SAND IS CONSIDERED CAD GOOD BEDDING. THE SEWER PIPE SHALL BE AT LEAST 20' BELOW THE FINIISHED GRADE 7 ALL JMTS SHALLPARALLEL WATER AND RSEVERRRLII�SSMALETS L BE SEPARATED RE BYEATMINW MINIMUM HORIZONTALLY AND 12' VERTICALLY UNLESS OTHERWISE APPROVED. SEWER LINES AT ALL TIMES SHALL BE BELOW WATER LINES, 8. ALL SIDE SEWERS SHALL BE INSPECTED BY THE CITY INSPECTOR PRIOR TO BACKFILLING, 9. THE: BUILDING SEWER SHALL PROVIDE A DIRECT CONNECTION BETWEEN THE BUILDIG DRAIN AND THE SANITARY SEVER. 10. ABANDONDED SEPTIC TANKS SHALL BE PUMPED, CRUSHED, FILLED AND INSPECTED BY THE CITY INSPECTOR. 11. THERE SHALL BE Nm RECREATIONAL VEHICLE SEVER HOOK-UPS OR BOAT SEVER HOOK-UPS. 24' MAX. m a 3 LL 0 I x of of w z J r w a 0 d C0� A. CLEAN -OUT: SHALL HAVE A SCREW ON CAP SEWER R MCKFiLL MATERIAL, CPIPE SHALL BE BACKFILLED WITH MATERIAL APPROVED BY + MAIN LINE C SWEEPING TEE. THE INSPECTOR AND ACCORDANCE WITH THE UP.C.) n 4S BEND: THIS IS THE MAXIMUM ANGLE WITH HAVIG A CLEAN -OUT, E. 4' SEWER PIPE: A MINIMUM OF 2•, V TO 50', OR A 1/4' PER FOOT FALL IS REWIRED. F. 47 BEND. M IACKFIWNG IN THE CITY OF ANACORTES RIGHT-OF-WAY: 1) SEE TRENCACKFQUIREMENTS 2) THE TOP 41 IN ALLEYSS SHALL BEFOR PROPERB2•LLING MINUS CRUSHED ROCK. H. CONNECTION TO THE MAIN UNE: UNLESS A STUB -OUT IS PROVIDED, CONNECTION TO THE MAN SHALL BE A PVC SANITARY 'Y' SADDLE VITH STAINLESS STEEL STRAPSI I. WILDING DRAIN. CHANNELED SO THAT IT DROPS INTO THE MAIN LINE AT THE FLOWLINE. J. APPROVED ADAPTER. K. BEDDING MATERIAL: SEE NOTE e5 IN THE GENERAL NOTES. L. UNDISTURBED EARTH. GENERALNOTES: A CITYSIF IAL CONDIT113NS AND ANACOt ES CITY ENGINEER. THERE WILLS TO IBESAA3 DAY PERIOD OR SHALL BE A RESPONSE. SEE REQUESTIN A WRITTEN TTO THE FOR CHANGE, N.T.S. REVISED: COMPUTER NAME: PRIVATE-HOOK-UP.DWG 00-00-00 CITY OF ANACORTES PUBLIC WORKS DRAWN BY: ENGINEERING DEPARTMENT SEWER HOOK-UP SRL 904 6TH STREET (PRIVATE SIDE) REVISED BY: ANACORTES, WA 98221 - - - 360.293.1920 WWW,CITYDFANACORTES.ORG TYP�Sc�MET PAYELIMITS CEMENT CONCRETE DRIVEWAY ENTRANCE TYPES 1, 2, 3, & 4 STANDARD PLAN F-80.10-03 6 /11 /14 F 4 91.0 OJ A" U f­1 do y 00� OJ co U O 1� .��-I Col CQQ• O � FBI ' ^ u ✓� V-4 C�C . V I.V T� V 1 rLl.I E--4 -' MAR 1 9 2018 ; L`. Q �, This plan sheet is accepted for construction in accordance with the City of Anacortes ordinances and policies. Actual conformance of the design with applicable laws is the sole responsibility of the professional engineer, whose name and stamp appear on this sheet Acquirng, complying with, and providing mitigation for all Federal, State, County and Local Laws, permits, and mandates, including but not limited to the Endangered Species Act, Federal Welland Permit State Department of Fisheries Hydraulics Perrot, Federal Flood plain Permits, National Pollutant Discharge Elimination System Permits is the responsibility of the Developer, Landowner, and their Engineer. The issuance of this permit shall not be consented as proof of compliance with applicable laws and permit requirements. CITY ENGINEER DATE The acceptance wal expire one year from the date noted above. S= NO. C2 RU.: JOB NO:2017-145 DATE: March 2018 SCALE: 1"=20• DRAWN: D. MMGSTAD MM D. MMGSTAD March 16, 2018 SMJOF2 CAD TECHNICIAN: C.CHURCHILL 2002 CATON WAY SW OLYMPIA, WA 98502 360.915.9142 ENGINEER: CARLIE BERARD P.E. 606 COMMERCIAL AVE SUITE D ANACORTES, WA 98221 (970) 389-9971 CONTACT INFORMATION: CUSTOMER: ASTREA MILLER NE CORNER OF H AVE & 25TH CT ANACORTES, WA 98221 360.969.6170 PARCEL 0 - P103557 SALES OFFICE: LEXAR HOMES - BURLINGTON OFFI 489 ANDIS ROAD BURLINGTON, WA 98233 PHONE: 360-707-2112 ROOF SNOW LOAD: 25 LBS WIND SPEED (ASD): 90 MPH WIND SPEED (ULT): 115 MPH EXPOSURE: B SEISMIC ZONE: D1 FROST DEPTH: 12" PLAN SIZE: FULL SIZE STAMP TYPE: WET THESE CUSTOMIZED PLANS HAVE BEEN REVIEWED AND APPROVED BY: ASTREA MILLER SALES ASSOCIATE 3D ISOMETRIC DRAWINGS ARE FOR ILLUSTRATION ONLY! PLANS, DETAILS AND ENGINEERING TAKE PRECEDENCE OVER ANY 3D DRAWING WITHIN THIS PLAN. 2015 WSEC ENERGY CREDffS AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION 2a: COMPLIANCE BASED ON R402.4.1.2: REDUCE THE TESTED AIR LEAKAGE TO 30. AIR 2a CHANGES PER HOUR MAXIMUM AND 0.5 cr ALL WHOLE HOUSE VENTILATION REQUIREMENTS AS DETERMINED BY SECTION M1507.3 OF THE INTERNATIONAL RESIDENTIAL CODE SHALL BE MET WITH A HIGH EFFICIENCY FAN (MAXIMUM 0.35 WATTS/CFM), NOT INTERLOCKED WITH THE FURNACE FAN. VENTILATION SYSTEMS USING A FURNACE INCLUDING AND ECM MOTOR ARE ALLOWED, PROVIDED THEY ARE CONTROLLED TO OPERATE AT LOW SPEEDS IN VENTILATION ONLY MODE. TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEING SELECTED AND SHALL SPECIFY THE MAXIMUM TESTED BUILDING AIR LEAKAGE AND SHALL SHOW THE QUALIFYING VENTILATION SYSTEM. HIGH EFFICIENCY HVAC EQUIPMENT 3d: DUCTLESS SPLIT SYSTEM HEAT PUMPS, ZONAL CONTROL: IN HOMES WHERE THE 3d PRIMARY SPACE HEATING SYSTEM IS ZONAL ELECTRIC HEATING, A DUCTLESS HEAT PUMP SYSTEM SHALL BE INSTALLED TO PROVIDE HEATING TO THE LARGEST ZONE OF 1.0 cr Tnr HOUSING UNIT. TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY TEL OPTION BEING SELECTED AND SHALL SPECIFY THE HEATING EQUIPMENT TYPE AND THE MINIMUM EQUIPMENT EFFICIENCY. EFFICIENT WATER HEATING 5a: ALL SHOWERHEAD AND KITCHEN SINK FAUCETS INSTALLED IN THE HOUSE SHALL BE 5a RATED AT 1.75 GPM OR LESS. ALL OTHER LAVATORY FAUCETS SHALL BE RATED AT 1.0 GPM OR LESS. 0.5 cr TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEING SELECTED AND SHALL SPECIFY THE MAXIMUM FLOW RATES FOR ALL SHOWERHEADS, KITCHEN SINK FAUCETS, AND OTHER LAVATORY FAUCETS. EFFICIENT WATER HEATING 5c: WATER HEATING SYSTEM SHALL INCLUDE ONE OF THE FOLLOWING: 5c GAS, PROPANE, OR OIL WATER HEATER WITH A MINIMUM EF OF 0.91 OR 1.5 cr SOLAR WATER HEATING SUPPLEMENTING A MINIMUM STANDARD WATER HEATER, SOLAR WATER HEATING WILL PROVIDE A RATED MINIMUM SAVINGS OF 85 THERMS OR 2000 kWh BASED ON THE SOLAR RATING AND CERTIFICATION CORPORATION (SRCC) ANNUAL PERFORMANCE OF OG-300 CERTIFIED SOLAR WATER HEATING SYSTEMS OR ELECTRIC HEAT PUMP WATER HEATER WITH A MINIMUM EF OF 2.0 AND MEETING THE STANDARDS OF NEEA'S NORTHERN CLIMATE SPECIFICATIONS FOR HEAT PUMP WATER HEATERS. TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEING SELECTED AND SHALL SPECIFY THE WATER HEATER EQUIPMENT TYPE AND THE MINIMUM EQUIPMENT EFFICIENCY AND, FOR SOLAR WATER HEATING SYSTEMS, THE CALCULATION OF THE MINIMUM ENERGY SAVINGS. TOTAL CREDITS CHOSEN: 3.5 11.06.17 SHEET INDEX LABEL PG # 1 FTITLEG-000 R SHEET G-0012 RAL NOTES S-001 3 ENGINEERING NOTES S-101 4 FOUNDATION PLAN S-102 5 SECOND FLOOR FRAMING PLAN A-000 6 BLANK FLOOR PLAN A-101 7 MAIN FLOOR PLAN A-102 8 SECOND FLOOR PLAN A-106 9 ROOF PLAN A-201 10 ELEVATIONS A-202 11 ELEVATIONS A-301 12 CROSS SECTIONS F-101 13 FIRE RATED CONSTRUCTION A-501 14 DETAILS A-502 15 DETAILS E-101 116 1 ELECTRICAL PLAN CITY OF ANACORTES �P'LANNING & BUILDING DEPT.- PERMI a: A P ov G ON55�2 p L, ADDRESS: r7D d-2 rNOV 2 2 2017 APPROVED By: FC7 TO FIELD INSPECTION.APPROVED STY OF ANACORTES G r BE A! "ED WITHOUT AU 0 OR ZA ION. ;� � IIIIII IIIIII IIIIII IIIIII . � IIIIII IIIIII IIIIII IIIIII � o�IIIIIIIIIIIIIIIIIIIIIIII CllIIIIIIIIIIIIIIIIIIIIII its r� IHIII IIIIII IIIIII IIIIII Ilflll IIIIII IIIIII IIIIII -- -- ,' IIIIII Illlfl flllll IIIIII . Ilflll flllll IIIIII Ilflll J IEC �, .17 CITY OF .- REFERENCEDALL CONSTRUCTION PRACTICES, PLANS, AND DETAILS WffH1N THIS PLAN SET ARE DONE SI IN ACCORDANCE WIITH THE FOLLOWING1I I AMENDMENTS PER THEIR ADOPTINGORDINANCES: 2015 INTERNATIONAL1 11 2015 UNIFORMII ' 2015 WASHINGTON STATE ENERGY CODE 00 I" 2002 Caton Way SW Olympia, Washington 98502 Ph. (360) 915-9142 Drafting@lexarhom es.com © 2017 Copyright by Lexar Homes LLC. All rights reserved. = o Ld7 N M o cz Q pNp �N a' = o � W W z � �- �o oC-5 Q o0 �W z �.— J W a o W o� � cn ��/\ EL col) WY/ Q N PRINT DATE. 11/6/2017 SHEET. G-000 FOUNDATION & FLOOR FRAMING NOTES: FRAMING NOTES: 1 - SUB -CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING: VERIFYING AND MEETING ALL LOCAL AND STATE CODE REQUIREMENTS, REVIEWING APPROVED PLANS AND COMPLYING WITH ALL APPROVED REQUIREMENTS OF THE ENGINEER AND THE BUILDING DEPARTMENT. MEETING ALL SAFETY REQUIREMENTS AND STANDARD SAFETY PRACTICES THAT ARE RECOMMENDED AND OR REQUIRED BY STATE AND LOCAL AUTHORITIES. VERIFY ACCURACY OF ALL DIMENSIONS. DO NOT SCALE THE DRAWINGS! IF DISCREPANCIES OCCUR, PLEASE CONTACT THE DESIGNER. 2 - NO CHANGES ARE TO BE MADE TO THE PLAN WITHOUT THE CONSENT OF THE DESIGNER, ENGINEER AND BUILDING DEPARTMENT. 3 - THIS STRUCTURE IS ENGINEERED LATERALLY USING THE DESIGN CRITERIA SHOWN ON THE COVER SHEET. THIS PLAN HAS BEEN DESIGNED TO CARRY ALL LOADS FROM THE ROOF TO THE FOUNDATION. 4 - FIRE -BLOCKING IS REQUIRED AT ALL PENETRATIONS AT THE WALLS AND PLATES INCLUDING: PLUMBING, ELECTRICAL AND MECHANICAL PENETRATIONS. FIRE -BLOCK AT MINIMUM 10 FEET O.C. HORIZONTALLY IN WALL CAVITIES. 5 - WHERE REQUIRED, USE A MINIMUM OF 3000 PSI CONCRETE PER 2015 IRC TABLE R402.2, INCLUDING FOUNDATION WALLS, PORCH AND GARAGE SLABS, STEPS AND ALL OTHER AREAS THAT ARE EXPOSED TO THE WEATHER. MAXIMUM STRENGTH IS AT 28 DAYS. ALLOW ADEQUATE TIME FOR FOUNDATION TO SET BEFORE BACKFILLING. 6 - WATER HEATER IS TO BE INSTALLED PER MANUFACTURER SPECIFICATIONS, 2015 IRC REQUIREMENTS AND THE STATE ADOPTED PLUMBING CODE. TANK MUST BE STRAPPED AT THE UPPER AND LOWER THIRD OF THE TANK. AT THE LOWER STRAP, STRAP IS TO BE 4" MINIMUM ABOVE THE CONTROLS, PER 2015 IRC CHAPTER 13 SECTION M1307.2. WHEN INSTALLED IN A GARAGE, ALL APPLIANCES MUST HAVE THE SOURCE OF IGNITION A MINIMUM OF 18" ABG'/`v THE FLOOR SLAB. MECHANICAL/PLUMBING EQUIPMENT IS TO BE PROTECTED FROM IMPACT OF A VEHICLE. 7 - USE 5/8" SHEETROCK OR 1/2" SAG -RESISTANT AT THE CEILING PER 2015 IRC SECTION R702.3.5 AND TABLE. 8 - FLASHING IS REQUIRED AT ALL EXTERIOR TRIM EXTRUSIONS, WINDOW SILLS, JAMBS AND OTHER AREAS THAT WATER MAY INTRUDE. PER THE 2015 IRC, INSTALL WINDOWS PER MANUFACTURER INSTRUCTIONS. 9 - PROVIDE A MINIMUM 22X30 ROUGH OPENING FOR ATTIC ACCESS WITH TIGHT FITTING, SELF CLOSING DOOR THAT IS BACKED WITH INSULATION. 10 - ALL BEDROOMS ARE TO HAVE AN EGRESS WINDOW WITH A MINIMUM 20X24 OPENING NOT LESS THAN 5.7 SQUARE FEET. i 11 - SEE THE ELECTRICAL SHEET FOR EXHAUST FAN, SMOKE DETECTOR, CARBON MONOXIDE DETECTOR AND ELECTRICAL FIXTURE LOCATIONS. 1 - ALL FOOTINGS SHALL BEAR ON STIFF, FIRM SOIL MEETING THE REQUIREMENTS OF DEFAULT SITE CLASS "D" PER 2015 IBC SECTION 1613.5.2. DESIGN IS BASED ON 1500 PSF SOIL. CONTRACTOR MUST VERIFY WITH BUILDING DEPARTMENT THAT THESE CONDITIONS ARE MET PRIOR TO WORK. 2 - ALL WOOD IN CONTACT WITH CONCRETE SHALL BE 2X HEM -FIR #2 MINIMUM TREATED WITH AN APPROVED PRESERVATIVE AND GALVANIZED HOT - DIPPED CONNECTORS (OR) STANDARD HEM -FIR ON AN IMPERVIOUS MOISTURE BARRIER (IRC R319.1) OR BORATE TREATED HEM -FIR #2 MINIMUM. 1 - SUB -CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING: - VERIFYING AND MEETING ALL LOCAL AND STATE CODE REQUIREMENTS - REVIEWING APPROVED PLANS AND COMPLYING WITH ALL APPROVED REQUIREMENTS OF THE ENGINEER AND THE BUILDING DEPARTMENT. - MEETING ALL SAFETY REQUIREMENTS AND STANDARD SAFETY PRACTICES THAT ARE RECOMMENDED AND OR REQUIRED BY STATE AND LOCAL AUTHORITIES. - VERIFY ACCURACY OF ALL DIMENSIONS. DO NOT SCALE THE DRAWINGS! IF DISCREPANCIES OCCUR, PLEASE CONTACT THE DESIGNER. 3 - PROVIDE APPROPRIATE BLOCK -OUTS IN FOOTINGS OR WALLS FOR 2 -NO CHANGES ARE TO BE MADE TO THE PLAN WITHOUT THE CONSENT OF THE PLUMBING AND ELECTRICAL STUB OUTS. DESIGNER AND BUILDING DEPARTMENT. 4 - USE 3000 PSI CONCRETE WHERE REQUIRED BY THE 2015 IRC TABLE 402.2 MAXIMUM COMPRESSIVE STRENGTH AT 28 DAYS. 5 - FOUNDATION VENTS ARE TO BE INSTALLED AT 1 SQUARE FOOT VENTILATION PER 150 SQUARE FEET OF CRAWL SPACE PER 2015 IRC SECTION R408.2. VENTS ARE TO BE A MAXIMUM OF 36" FROM BUILDING CORNERS. **WA STATE AMENDMENTS ALLOW FOR 1 SQUARE FOOT PER 300 SQUARE FEET OF CRAWL SPACE.** 6 - 2X PRESSURE -TREATED MUDSILL TO BE INSTALLED FLUSH WITH THE INSIDE FACE OF FOUNDATION WALL AT JOIST BEARING POINTS TO ACCEPT JOIST HANGERS. VERIFY THAT THE MUDSILL IS SQUARE AT ALL CORNERS. ATTACH THE MUDSILL TO THE FOUNDATION WITH 1/2" X 10" ANCHOR BOLTS AND 1/4" X 3" X 3" WASHER @ 6' OC UNO. 7 - REBAR IS NOT REQUIRED IN INTERIOR FOOTINGS UNLESS IT IS BELOW A LOAD BEARING POINT, OR AN INTERIOR SHEARWALL PER 2015 IRC SECTION R403.1.3. 8 - THE FOUNDATION IN THIS PLAN IS DESIGNED PRESCRIPTIVELY, BUT THE CONNECTIONS FROM THE FOUNDATION TO THE MUDSILL ARE ENGINEERED FOR RESISTING LATERAL LOADS AS OUTLINED IN THE DESIGN CRITERIA ON THE COVER SHEET. 9 - THE FOUNDATION FOOTINGS SHALL BE A MINIMUM 12" WIDE BELOW ONE- STORY PORTIONS OF THE BUILDING AND 16" BELOW TWO-STORY PORTIONS OF THE BUILDING, WHERE SOIL PRESSURE IS ADEQUATE PER THE BUILDING DEPARTMENT. SEE ENGINEERED FOUNDATION DETAILS. 10 - WHERE REQUIRED PER 2015 IRC R406.1, FOUNDATION WALLS SHALL BE DAMP PROOFED AROUND THE ENTIRE PERIMETER USING A METHOD THAT IS APPROVED BY THE BUILDING DEPARTMENT. 3 - FIRE -BLOCKING IS REQUIRED AT ALL PENETRATIONS AT THE WALLS AND PLATES INCLUDING: PLUMBING, ELECTRICAL AND MECHANICAL PENETRATIONS. FIRE -BLOCK AT MINIMUM 10 FEET O.C. HORIZONTALLY IN WALL CAVITIES. 4 - UNO. NAIL ALL TOP PLATES TOGETHER WITH 10D NAILS @ 12" O.C. AND AT SPLICES WITH lOD NAILS @ 6" O.C. LAP SPLICES A MINIMUM OF 48" TYPICAL. NAIL ALL BOTTOM PLATES TO FLOOR SHEATHING AND MUDSILL WITH (2 10D NAILS EACH STUD BAY. NAIL ALL OSB SHEATHING WITH 8D NAILS @ 6" O.C. ON EDGE AND 12" O.C. IN THE FIELD UNO. EXTERIOR STUDS MUST BE SPACED AT 16" O.C. 5 - CABINET, PLUMBING FIXTURE AND DOOR ROUGH OPENINGS ARE CRITICAL DIMENSIONS. TAKE CARE TO VERIFY THAT THESE DIMENSIONS ARE FRAMED ACCURATELY. 6 - SEE ENGINEERING FOR ALL SHEARWALL PLACEMENTS AND REQUIREMENTS. SHEARWALL DETAILS MUST BE FOLLOWED EXACTLY. NOTIFY THE DESIGNER OF ANY DISCREPANCIES OR CONCERNS. 7 - REVIEW APPROVED PLANS AND DETAILS PRIOR TO STARTING FRAMING WORK. CHECK FOR SPECIFIC REQUIREMENTS ON NAILING, BLOCKING, SHEATHING AND ANCHOR ATTACHMENTS. VENTILATION SYSTEM NOTES: EXHAUST FANS IN BATHS SHALL BE AS INDICATED ON PLANS W/ 30 CFM CONTINUOUS. TOTAL OF CONTINUOUS CFM RATINGS FOR ALL EXHAUST FANS IN HOUSE SHALL BE IN ACCORDANCE WITH SECTION M1507 OF THE 2015 INTERNATIONAL RESIDENTIAL CODE (IRC). SEE TABLE M1507.3.3(1) FOR REQUIRED AMOUNT OF CFM AIRFLOW. GENER/L STRUCTURAL NOTES: 11 - BACKFILL SHALL NOT BE PLACED AGAINST THE WALL UNTIL THE WALL HAS SUFFICIENT STRENGTH AND HAS BEEN ANCHORED TO THE FLOOR ABOVE, OR WIND AND SEISI11C HORIZONTAL FORCES IMPOSED ON THIS STRUCTURE ARE HAS BEEN SUFFICIENTLY BRACED TO PREVENT DAMAGE BY THE BACKFILL. RESISTED BY A SYSTEM OF ENGINEERED MEMBERS AND FASTENERS DESIGNED EXCEPTION: BRACING IS NOT REQUIRED FOR WALLS SUPPORTING LESS THAN 4 TO RESIST THE BASE LOADS SET FORTH BY THE CRITERIA LISTED ABOVE. THE FEET (4811) OF UNBALANCED BACKFILL (2015 IRC R404.1.7) HORIZONTAL STRUCTURAL SYSTEM IS ENGINEERED TO TRANSFER THESE LOADS TO A PRESCRIPTIVE FOUNDATION BASED ON THE 2015 INTERNATIONAL RESIDENTIAL CODE (IRC). THE PRESCRIPTIVE DESIGN AND CONSTRUCTION OF i� os.11 THE VERTICAL FRAMING MEMBERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CONVENTIONAL LIGHT FRAME CONSTRUCTION METHODS OF THE 2015 IRC. FNOV 2 2 2011 CITY OF ANACORTt: ROOF FRAMING NOTES: 1 - JOISTS AND RAFTERS ARE TO BE OF #2 MINIMUM. RAFTERS MAY BE SUPPORTED BY POSTING DOWN TO FLAT BLOCKING THAT SPANS A MINIMUM OF TWO TRUSSES. 2 - TRUSSES SHALL CARRY MANUFACTURER STAMP AND HAVE ENGINEERING DRAWINGS ON SITE FOR INSPECTION. ALL TRUSS BRACING REQUIREME TS MUST BE INSTALLED PER TRUSS DRAWINGS. DO NOT FIELD MODIFY ANY TRUSS WITHOUT PRIOR APPROVAL FROM THE ENGINEER AND BUILDING DEPARTMENT. IF A TRUSS IS DAMAGED, DO NOT INSTALL IT. CONTACT THE BUILDER IMMEDIATELY FOR A REPLACEMENT TRUSS. 3 - FRAMING CONNECTIONS SHALL BE "SIMPSON STRONG TIE" OR AN APPROVED EQUIVALENT. 4 - PROVIDE ATTIC VENTILATION PER 2015 IRC R806.2. THE NET FREE VENTILATED AREA SHALL BE 1/300 SQUARE FEET. 50% OF THE REQUIRED VENTILATION AREA SHALL BE A MINIMUM OF 3 FEET ABOVE EAVE VENTS. THE BALANCE OF REQUIRED VENTILATION SHALL BE PROVIDED AT THE EAVES. 5 - PROVIDE A MINIMUM ROUGH OPENING 22X30 ATTIC ACCESS PANE WITH A TIGHT FITTING, SELF CLOSING DOOR. DOOR SHALL BE BACKED WITH INSU TION IF LOCATED ABOVE HEATED SPACE. VERIFY ACCESS LOCATION WITH OW ER AND PLANS. 6 - UNO. SHEATH ROOF PER 2015 IBC CASE 1 (STAGGERED PANELS UNBLOCKED). FASTEN PANELS WITH 8D NAILS @ 6" OC @ EDGE AND 12" OC IN THE FIELD. DO NOT STAPLE! UNLESS APPROVED BY A LICENCE ENGINEER. 7 - UNO. TOE -NAIL ALL GABLE END TRUSSES WITH (2) lOD NAILS @ 16" OC INTO TOP PLATES. 8 - UNO. TOE -NAIL EACH END OF TRUSS AT BEARING WALLS WITH (2) 10D NAILS AND FASTEN WITH TRUSS CLIPS PER PLAN. ELECTRICAL NOTES: 1 - SMOKE DETECTORS SHALL BE 11OV. HARD WIRED WITH BATTERY BACKUP AND SHALL BE INTERCONNECTED. OWNER SHALL BE RESPONSIBLE FOR SMOKE DETECTORS IF A MONITORED FIRE SYSTEM IS REQUIRED. 2 - ELECTRICAL CONTRACTOR SHALL COORDINATE LOCATION OF PANEL AND METER WITH CONTRACTOR. 3 - ELECTRICAL CONTRACTOR SHALL PROVIDE HEAT -LOSS CALCULATIONS OR FOLLOW THE PRESCRIPTIVE PATH REQUIREMENTS FOR SIZING HEATING EQUIPMENT. 4 - ELECTRICAL CONTRACTOR SHALL CONFORM TO LOCAL AND STATE CODE. 5 - EXACT OUTLETS LOCATION MAY VARY DEPENDING ON CONSTRUCTION VARIABLES. 6 - WHERE A DRYER IS VENTED THROUGH A FOUNDATION VENT THE VENT MUST BE COMPLETELY SEALED TO PREVENT MOIST EXHAUST ARE FROM REENTERING THE CRAWL SPACE. 7 - PER 2015 IRC R315 - AN APPROVED CARBON MONOXIDE ALARM S ALL BE INSTALLED OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE ICINITY OF THE BEDROOM IN DWELLING UNITS AND ON EACH LEVEL OF THE DWELLI G AND IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS. i 2002 Caton Way SW Olympia, Washington 98502 Ph. (360) 915-9142 Drafting@lexarhom es.com © 2017 Copyright by Lexar Homes I.I.C. All rights reserved. C.D = LO o � M N M o co r o 0 CV w E; Q pNp �N a' = �Q � o W W �o LO CDC.)oc5 Q o c Z Q a CL W -J J W J a G LLJ G u.� COI Y Q M PRINT DATE. 11/6/2017 SHEET. G-001 GENERAL NOTES: PLEASE VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. ANY MODIFICATIONS TO THE STRUCTURE MUST BE REVIEWED AND APPROVED BY ENGINEER OF RECORD. ALL METHODS, MATERIALS, AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE (IBC) 2015 EDITION. DESIGN LOADS: ROOF LOAD: SNOW - 25. PSF, DEAD -15 PSF WIND SPEED: 115 MPH (ULT.) 90 MPH (ASD), EXPOSURE"B" SEISMIC: DESIGN CATEGORY "D111, SS= X.XX, S1= X.XX, IE=1.0 , SITE CLASS "D", R=6.5 SOIL BEARING: 1500 PSF UNO. FROST DEPTH: MIN BEARING DEPTH SHALL BE 12" UNO. FOUNDATIONS: FOOTINGS SHALL BEAR ON UNDISTURBED SOIL, COMPACTED FILL MATERIAL OR CONTROLLED LOW - STRENGTH MATERIAL (CLSM) PER 2015 IBC 1809.2. CONCRETE: ALL CONCRETE MATERIALS AND PLACEMENT SHALL BE PER THE 2015 IBC SECTION 1901. MINIMUM DESIGN STRENGTH (F' C) SHALL BE 29500 PSI, HOWEVER 3,000 PSI CONCRETE IS REQUIRED FOR WEATHERING PROTECTION WHERE CONCRETE IS EXPOSED TO THE WEATHER PER 2015 IBC. AIR ENTRAINMENT SHALL BE 5% +/-1% AGGREGATE SIZE = 7/8" MAXIMUM. REINFORCING STEEL: MINIMUM GRADE 40 UNO. LAP ALL SPLICES A MINIMUM OF 32 BAR DIAMETERS OR 18". LAP HORIZONTAL STEEL AT CORNERS AND INTERSECTIONS IN FOOTINGS AND WALLS WITH CORNER BARS. MINIMUM CONCRETE COVER FOR REINFORCING STEEL PER ACI 318: • INTERIOR FACES OF SLABS &/OR WALLS=1-1/2" • EXPOSED TO WEATHER OR EARTH 1-1/2" FOR 05 AND SMALLER AND2" FOR #6 AND LARGER. • FOOTING BARS REQUIRE 3" COVER. GENERAL NOTES: (THE FOLLOWING APPLY UNLESS DETAILED OR SPECIFIED OTHERWISE ON EDGE NAILING TO TOP PLATE AND BOUNDARY MEMBERS ANCHOR BOLTS: ALL ANCHOR BOLTS EMBEDDED IN CONCRETE OR MASONRY SHALL BE BE 1301 UNO. (1/211 X 1011) POST -INSTALLED BOLTS INTO CONCRETE NOT OTHERWISE SPECIFIED SHALL BE SIMPSON TITEN HD 1/211X8" ANCHORS. INSTALL IN ACCORDANCE WITH MANUFACTURERS SPECIF!CATIONS, INCLUDING MINIMUM EMBEDMENT AND EDGE DISTANCE REQUIREMENTS. EPDXY -GROUTED ITEMS SPECIFIED ON THE DRAWINGS SHALL BE GROUTED WITH SIMPSON SET-XP EPDXY. PRESERVATIVE TREATED WOOD: 2015 IBC 2304.12, WOOD USED ABOVE GROUND SHALL BE PRESSURE TREATED IN ACCORDANCE WITH AWPA U1 FOR THE CONDITIONS LISTED IN THE CODE. METAL CONNECTORS: ALL METAL CONNECTORS COMING IN CONTACT WITH P.T. WOOD SHALL BE SIMPSON "Z-MAX", TRIPLE ZINC COATED, OR HOT DIPPED GALVANIZED FOR CORROSION RESISTANCE. NAILS: CONNECTION DESIGNS ARE BASED ON THE PUBLISHED REQUIREMENTS IN TABLE 2304.10.1 OF THE 2015 IBC. ALTERNATE FASTENING SCHEDULES MAY BE APPROVED IF PROVIDED TO THE ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION. PREFABRICATED ROOF TRUSSES: PREFABRICATED ROOF TRUSSES TO BE DESIGNED FABRICATED AND INSTALLED PER MANUFACTURER' S DRAWINGS AND INSTALLATION INSTRUCTIONS. PRE -FABRICATED ITEMS TO BE DESIGNED BY A LICENSED PROFESSIONAL ENGINEER. FABRICATOR TO PROVIDE ALL TRUSS TO TRUSS CONNECTION DETAILS. ALL TEMPORARY AND PERMANENT BRACING REQUIRED FOR THE STABILITY OF THE TRUSS ELEMENTS UNDER GRAVITY LOADS AND IN -PLANE WIND OR SEISMIC LOADS SHALL BE DESIGNED BY THE TRUSS ENGINEER. GLUED LAMINATED BEAMS (GLB): GLUED LAMINATED WOOD BEAMS SHALL BE GRADE DF24F-V4, FB=2,400 PSI, FV= 240 PSI UNO. ENGINEERED LUMBER (LVL - PSL): LVL MATERIAL SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: E=1.1E, FB=2,650PS1 PSL MATERIAL SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: E=2.OE, FB=3,100PSI THE PLANS.) EDGE NAILING ABOVE I --DOUBLE TOP PLATE i- 11n1 nn%11L1^ T fn HULUU YY 110, 1 I1 HEADER PER PLAN FIELD NAILING HOLDOWN PER PLAN TO — (2) 2X CONT. BETWEEN PLATES MIN BOTTOM PLATE NAILING PER SW CRIPPLE r SCHEDULE FLOOR)d SHEATHING EDGE NAILING RIM JOIST — PT SILL PLATE 0 — — CONT. #4 CONCRETE STEM 4 0 WALL OR FOOTING DrD PI AAI .. O 1/8" GAP RECOMMENDED AT ALL END AND ED( SCALE: NO SCALE — — STRENGTH AXIS PANEL CLIPS AS REQ' D — STAGGER END JOINTS APA RATED SHEATHING W/ 8D @ 6"OC @ EDGES AND 12"OC IN FIELD, TYP UNO 113 r' ilk 1 SCALE: NO SCALE ENGINEER: CARLIE BERARD P.E. 606 COMMERCIAL AVE SUITE D ANACORTES, WA 98221 (970) 389-9971 AS REQ' D, A SIMPSON ST6215 MAYBE USED IN LIEU OF THE REQUIRED LAP — —1 AND NAILING SHOWN (4) .13111 X 3" EA SIDE, TYP pNNE 6 GP4�P�oF WASy�NC, F 0 ti ���ti�11 Ss�ONAL �G _ USE (12) .13111 X 3" OR (8) .162" X 3-1/2" EA SIDE OF SPLICE. 48" MIN SPLICE OVER STUD STUDS P PLAN USE B.U. STUDS FOR FULL BRIDGE WITH / 1 I I I _ WHERE BEAM BREAKS THE TOP SHIM AS REQUIRED. ATTACH WITH .131 PLATE, USE STRAP SHOWN ABOVE X 3" AT 12"OC STAGGERED, TYP FOR PLATE SPLICE. BEAM PER PLAN MIN (2) 2X CRIPPLE STUDS OR PER PLAN SCALE: NO SCALE ST6215 UNO, CENTER AT BEAM/PLATE SPLICE, STRAP FROM TOP OF INTERFERENCE WITH INTERSECTING WALL. SCALE: NO SCALE CONT. DOUBLE TOP PLATE MIN (4).131 " X 311 pMOM NOV 2 2 2017 CITY OF ANArnRn (A) HOLDOWN A SHEARWALL X DETAIL CUT / S-X REFERENCE SHEAR WALL SCHEDULE gE APA RATED SHEATHING NAIL SIZE & SPACING @ EDGES STUD & BLOCKING SIZE @ ADJOINING EDGES STUD SPECIES & GRADE 2X BOTTOM PLATE ATTACHMENT (ASSUMING CONT. SHEATHING OVER RIM/PLATE) 2X BOTTOM PLATE ATTACHMENT (W/ SHEATHING SPLICE) SILL PLATE ATTACHMENT CAPACITY (PLF) SEISMIC / WIND MASAP 1/2 ANCHOR BOLLTT SPACING SILL PLATE SIZE @ FOUNDATION A 7/16" OSB ONE SIDE .113" X 2" @ 6" O.C. 2X DF-STUD .131 "X3" @ 8" O.C. LTP5 @ 2410 O.C. 7211 O.C. 2X 165 Al 7/16" OSB ONE SIDE .113" X 2" @ 6" O.C. 2X DF-STUD .131 "X3" @ 8" O.C. LTP5 @ 2411 O.C. 4811 O.C. 2X 200 / 250 B 7/16" OSB ONE SIDE .113" X 2" @ 4" O.C. 2X OF -STUD .131 "X3" @ 8" O.C. LTP5 @ 161, O.C. 3211 O.C. 2X 300 / 400 C 7/16" OSB ONE SIDE .113" X 2" @ 3" O.C. 2X OF -STUD .131 "X3" @ 8" O.C. LTP5 @ 1211 O.C. 2411 O.C. 2X 390 / 490 C1 7/16" OSB EACH SIDE .113" X 2" @ 3" O.C. 2X DF-STUD .131 "X3" @ 8" O.C. LTP5 @ 1211 O.C. 24I'O.C. 2X 780 / 1092 D 7/16" OSB ONE SIDE r .113" X 2" @ 2" O.C. 3X DF-STUD .131'IX3" @ 811 O.C. LTP5 @ 811 O.C. 1611 O.C. 3X *, ** 510 / 715 SHEAR WALL NOTES FIELD NAILING SHALL BE 12" O.C. TYPICALLY. FOR SHEARWALL E & F. FIELD NAILING TO MATCH EDGE NAILING. BLOCKING IS REQUIRED AT ALL PANEL EDGES. INSTALL PANELS EITHER HORIZONTALLY OR VERTICALLY WHERE STUDS ARE SPACED 16" C.C. MAX. STAGGER SHEATHING WHERE APPLIED ON BOTH SIDES OF WALLS. * (2) 2X MAY BE USED IN LIEU OF SINGLE 3X IF EDGE NAILING II TAG,GERED BETWEEN PL.ATES,_AND-MTES ARE STITCH -NAILED TOGETHER-W TH--.13111X3" @ 4" O.C. STAGGERED. WHEN USING ANCHOR BOLTS, 3"X3"X.229" PLATE WASHERS SHALL BE USED. SEE PLANS FOR ADDITIONAL ATTACHMENTS REQUIRED;�WHEN USING 3X OR (2) 2X SILL PLATE, USE 12" LONG ANCHOR BOLT FOR EMBEDMENT. ' 2002 Caton Way SW Olympia, Washington 98502 Ph. (360) 915-9142 Drafting@lexarhom es.com © 2011 Copyright by Lexar Homes LLC. All rights reserved. %.i = o Lid LS'� CN C CO .— 5,2 0 N o pp d CV �Q o = cn LLJ P. Z = o L. ,n C=) =C.D < o Ch QW `✓ Z Z Q 0 a � W J J W J � n— � Q _qcd_ //� Q mLN PRINT GATE. 11/6/2011 SHEET. S-001 11.06.17 12' 17' 1' S' S, 1, 12' 1' 5' 5' 1' 9 9 8 F5 _ _ _ _ I �I -- I'.9 I� 9 YI — — — 8 c> F5 F5 I`F5 I III F5 o ci 40'-11" w F5 LL o 20'-01/8" t o d o co 1 19'11" L O c 9-10 10' 21/8" 9' 91/2" 10' 1 1/2" 0o F 7 o 1 a II II Il A-501 II II II AA 7 ~ C9 o X o 301 II II 1 II A-s01 II II II 1 zo I N: II II II S1 II 10 F1 S3 III 1101 S4 I II it II "' 2X8 P.T. #2 D.F. —DECK LEDGER ( 9-1/2' RIM BOARD, TYP. 2X8 PT.-#2 D,E E _ 6K LEDGER o z 10 9-1/2" I -JOISTS @ 19.2" 0 C PER 10 0 9-1/2" -JOISTS @ 19.2" O.C. PER o fk FA LAYOUT FACT Y it o Lu LL LL1J "cli ' s2 s `� �W I N 1 y w o J 3 TYP. F-101 o N N c Lu CD�w F1 " F4 I3o v w w w CD a._j : I CD,I 5 I I g c a w F3 I I BEARING ALL _ J B EARING WAL ` I S F3 �, LU 90 — — a ,� ._- — — _ ...._ r� NO �T-51/2" 1" 3' 71/2" 1'i 3'-4" 2'-11 CV CV 7 II —LO II 7 Q 11 3 IJ r co I °° I co c' II I N o Zo A-501 / A-501 I ( I S O L L _ 6 IQ N ; 1/2" RIM BOAR , TYP 1/2" RIM BOARD, TYR ' ��4\ ^ c' S3 S1 6' 4" 6'-8 5/8" 1'= 7/8" 6'-01/2" rl 5 N 1• F4 S4 N B ,tiM 8s 3 A-5o1 � J 2 I I 2 L — — — S3 S3 = � CV \ Cl TYP. v °' zo 1 I S3 F1 11 �, v 11 S3 11 2 c0 ® N ® 0 — — — D . N D JI ,� D J%, 21/4" 6-9 3/4" 2'-71/2" 8'-2" 2'-71/2" " 2'-8 112 7' 13'-5" AA 40'-11" 301 S-101 FOUNDATION PLAN - 2534 DUPLEX SCALE: 1/4 IN = 1 FT PLAN NOTES A. STRAPS AT CORNERS AND/OR END WALLS SHALL HAVE 1" CONCRETE EDGE DISTANCE, TYP. U.N.O. AS REQUIRED B. SEE ALSO 5/A-501 FOR ADDITIONAL HOLDOWN DETAILS C. SEE SW SCHEDULE ON S-001 FOR AB SPACING. TYP. REFER TO ANCHOR BOLT NOTES ON S-001 FOR SIZE. D. LAYOUT AND INSTALL I -JOISTS PER MANUFACTURERS SPECIFICATIONS AND LAYOUT E. 6MM BLACK VISQUEEN VAPOR BARRIER IN CRAWL SPACE F.16x8 FOUNDATION VENTS AS REQUIRED TYP. U.N.O. PLACED BETWEEN JOISTS EACH VENT PROVIDES .52 SQ. FT, OF VENTILATION G. USE RJ STRAPS FOR RIM JOIST FOUNDATION H. GARAGE SLAB HEIGHT TBD AT JOB SITE. MUST ALLOW FOR FROST DEPTH REQUIREMENTS. 1.4" CONCRETE SLAB ON COMPACTED GRAVEL FILL, SLOPE 2" TOWARDS OPENING 8'-2" 12'-7 1 /2" 3/4' 7' 11.06.17 STEM WALL SCHEDULE LABEL SIZE REINFORCEMENT S1 6" X 22-24" 48" MAX 1 #4 REBAR W/ 24" LAP SPLICE S2 12" X 22-24" 48" MAX 2 #4 ADJACENT 6" O.C. HORIZ. SPACED S3 6" X 34-36" 1 #4 REBAR W/ 24" LAP SPLICE S4 6" X 46-48" 1 04 REBAR W/ 24" LAP SPLICE FOOTING SCHEDULE LABEL HEIGHT/WIDTH REINFORCEMENT F1 6"X18" CONTINUOUS FOOTING 1 #4 REBAR W/ 24" LAP SPLICES F2 24" DIA. X12" FOOTING 1 #4 E.W. F3 24"X24"X12" FOOTING 2 04 E.W. -6" X 24" CONTINUOUS FOOTING __ 2 _#4 W/-24"-LAP SPACES__ _._ F5 1 16" DIA. X 12" FOOTING NR / 11.06.11 LEGEND FOOTNOTES "` VENTING CALCS CONCRETE STEM WALL 1. SEE STEM WALL AND FOOTING SCHEDULE FOR ALL STEM WALLS AND FOOTINGS 2.112" OFFSET LEFT SIDE 3-112" PONY WALL 3.18"X24" CRAWL ACCESS PLACED BETNEEN JOISTS VENTING REQUIRED: 2.04 SQ. FT. - 4. CONTINUOUS FOOTING @ BUCKOUT VENTING PROVIDED: 4.16 SQ. FT. PLUMB DROP 5. RAISE TOP OF STEM WALL TO BE FLUSH W/ TOP OF JOISTS FOR CONTINUOUS 2-HR FIRE SEPARATION. HANG JOISTS fiffiff VENTS: 8 STEM WALL - — — — = WALL ABOVE 6. CONTINUOUS DOUBLE 2X6 P.T. SILL WI 1" SPACING BETWEEN TO ALLOW FOR FIRE SEPARATION RIGHT SIDE 7. PROSE DOUBLE JOIST @_STAIR BEARIWWALL _ VENTING REQUIRED: 2.04 SQ. FT. 11.06.17 8.08 P.T. #2 D.F. DECK BEAM - -----,VENTING PROVIDED: 4.16 SQ. FT. 9.4X4 P.T. POST NUMBER OF VENTS: 8 10. DTT2Z TENSION DEVICE INSTALLED WITHIN 24" OF EACH END OF THE DECK (PER DETAIL 7/A-501) 11. 3X6 (OR DBL 2X6) P.T. SILL PLATE W/ 12" LONG ANCHOR BOLTS (7" MIN. EMBED.). SPACING PER SW. SCHED S-001 NOV 2 2 2017 CITY OF ANACORTES rgs ; CC Yo 2002 Caton Way SW Olympia, Washington 98502 Ph. (360) 915-9142 Drafting@lexarhom es.com © 2017 Copyright by Lexar Homes LLC. All rights reserved. V F— LO M N co r— O Q pNp ¢N Z Q7 LL O � W W F�— f� C L17 O v �W Z �� Lw ..I W .j J C _Q d' C I LM W Y Q mN PRINT DATE. 11/6/2011 SHEET. S-101 AA 301 AA 301 S-102 2ND FLOOR FRAMING PLAN - 2534 DUPLEX SCALE: 1/4 IN = 1 FT LEGEND IN _ BB 301 FOOTNOTES SECOND FLOOR 1. DOUBLE JOIST AT STAIR OPENING AREA ABOVE 2.11-7/8" RIM JOIST TYP. 3. BEAM / HEADER PER PLAN - SEE FLOOR PLAN FOR SIZE PLUMB DROP 4. SOLID 2X12 OR 11-7/8" RIM JOIST BLOCKING BETWEEN STUDS FOR FLOOR LEDGER. SEE DETAILS 1 &2 ON SHEET F-101 WALL ABOVE 5. DRYER VENT. VENT THROUGH RIM JOIST 1 Frame - Floor To Floor Connection Scale: No Scale .131" x 3" @ 8"oc -See SW f — Schedule for LTP Connecti6ns as required if sheathing spliced Edge Nail to Bottom _ .131 x 3 @ 6 oc Diapl ragm Plate Per SW Sched :: / Edge Nailin , TYP Field Nailing into —3/4" T&G Su floor Rim Joist Per SW — Sched .148" x 3" @ 12"oc Lap Upper Floor Sheathing Over Rim to Splice at Upper 2x Tie Plate of DBL Top Plate 7/16" OSB Sheathing 2 Cant' d Joist to Beam Scale: No Scale 2x6 Studs @ 16"oc w/ Sheathing and nailing Per SW Sched �— — Nailing Per SW Sched / _ Attach Joist to Beam i--- CM w/ LU210 / L y 2x Blocking and y /— — Nailing Over Bearing Wall, TYP Attach Truss _ _ � Attach 2x Per Detail 8/S6 � Blocking to Top Beam Per Plan. Attached Plate w/ A35 @ to Joist web w/ A35 16"oc "1 2 12117 {! j l LJ CITY OF ANACORTES NNNE k-isi6o ''i�, FCISIE s`S�ONAL 'kkl-1l►1 W W O i 2002 Caton Way SW Olympia, Washington 98502 Ph. (360) 915-9142 Drafting@lexarhom es.com © 2011 Copyright by Lexar Homes LLC. All rights reserved. I— C.D = o Lo N M O co = o LLJ N o0 Q 00 a N M 2 Q LA. O = CA3 W W Z � L O O Q LO oCD ci aW Z W J J_ W J f1 Q o z W ♦� o� z 41 VI WLo Q mN PRINT DATE. 11/6/2017 SHEET. S-102 Deck - A SEE FOUNDATION PLAN S-101 FOR MINIMUM REQUIRED FRAMING / BRACING. LIP HOME OWNER RESPONSIBLE FOR FRAMING AND FINAL DESIGN OF DECK. STAIRS TO BE FIELD LOCATED AS REQUIRED. STAIRS & RAILINGS TO BE IAW 2015 IRC SECTION R311.7 & R312 (SEE III DETAIL B/A-502) W03 ., u DW ! ® a a � W J a a co I W02 11 I W02 1 I W02 1 60 SGD DINING -A 8' CEILING LIVING - A 8' CEILING N ENTRY - 8' CEILIN( W 078 30 KITCHEN -A 8' CEILING I DECK -B UP DESIGN & INSTALL BY OWNER (SEE NOTES ON DECK -A FOR ADDITIONAL INFORMATION) W03 ii u ® 60 SGD ovl DW KITCHEN - B DINING - B 8' CEILING & CEILING F 1sy SHELF W02 TJ� LIVING IiL01�B E- GARAGE-A 5/8" TYPE X GWB ON CEILING 8'XTOHD W02 MINI -SPLIT U\\� �''/sD It 2e S&R SD PWDR - � SD 8' CEIL G SD N W02 qs N S&R S&R 2s 2s HH P� H P sD 5� 5� sD w H/ �w H/ BEDROOM #2 - A GARAGE-B 5/8" TYPE X GWB ON CEILING F- 8'XTOHD N TRY -B CEILING 3° W08 WINDOW SCHEDULE NUMBER LABEL EGRESS TEMPERED U-FACTOR SHGC MINI. REQUIRED HEADER COMMENTS QTY AREA SQ. FT. PER WINDOW W01 5050HS 0.27 0.25 31/2" X 7 1/2" GLB 2 25.0 W02 3030PIC 0.27 0.25 3 1/2" X 71/2" GLB 6 9.0 W03 4036HS 0.27 0.25 3 1/2" X 71/2" GLB 2 14.0 W04 3046SH YES 0.27 0.25 31/2" X 71/2" GLB 2 13.5 W05 5046HS YES 0.27 0.25 31/2" X 71/2" GLB 2 22.5 W06 5040HS YES 0.27 0.25 31/2" X 7 112" GLB 2 120.0 W07 2030SH YES 0.27 0.25 31/2" X 7 1/2" GLB OBS 2 16.0 W08 1050PIC YES 0.27 0.25 31/2" X 7 1/2" GLB 2 15.0 TOTALS: 266.0 EXTERIOR DOOR SCHEDULE** SIZE QTY I ROOM NAME FIRE TEMPERED U-FACTOR SHGC MIN. REQUIRED HEADER COMMENTS AREA SQ. FT. PER DOOR 3068 R EX 1 ENTRY - A/PORCH COVER -A 0.3 0.3 3 1/2" X 7112" GLB 20.0 3068 L EX 1 ENTRY - B/PORCH COVER 0.3 0.3 31/2" X 71/2" GLB 20.0 60610 R EX 1 DINING - A/DECK A YES 0.3 10.3 31/2" X 71/2" GLB 41.0 60610 L EX 1 DINING - B/DECK - B YES 0.3 10.3 31/2" X 7 1/2" GLB 41.0 TOTALS: 122.0 **DOORS SEPARATING CONDITIONED SPACE FROM UNCONDITIONED SPACE. DOES NOT INCLUDE OVERHEAD GARAGE DOORS (SEE GARAGE DOOR SCHEDULE). GARAGE DOOR SCHEDULE SIZE QTY ROOM NAME FIRE TEMPERED U-FACTOR SHGC (MIN. REQUIRED)PER HEADER COMMENTS AREA FT. DOOOO R 8070 1 GARAGE - B 0 0 51/2" X 12" G4B NON -INSULATED 56.0 8070 1 GARAGE - A 0 0 51/2" X 12" G4B NON -INSULATED 56.0 TOTALS: 112.0 W04 BEDROOM #3 - A 8' CEILING W05 BEDROOM #3 - B 8' CEILING W05 _J&K TIS "i3 WI - B N In8' CEI G Lu �. z S&R 24 MASTER BEDROOM - B 8' CEILING MINI -SPLIT C SD N 4s BEDROOM #2 - B 8' CEILING INTERIOR DOOR SCHEDULE SIZE FLOOR TYPE FIRE HINGE SIDE** HEADER ROOM NAME 3068 R IN 1 HINGED YES R 3 1/2" X 71/2" GLB LIVING - B/GARAGE - B 2068 R IN 1 HINGED R ENTRY CLOSET/LIVING - B 2468 L IN 1 HINGED L 3 1/2" X 7 1/2" GLB LIVING - B/PWDR - B 1668 R IN 1 HINGED R PANTRY - B/KITCHEN - B 1668 L IN 1 HINGED L PANTRY - A/KITCHEN - A 2468 R IN 1 HINGED R 3 1/2" X 7 1/2" GLB PWDR - A/LIVING - A 2068 L IN 1 HINGED L LIVING A/ENTRY CLOSET 3068 L IN 1 HINGED YES L 3 1/2" X 7 1/2" GLB GARAGE - A/LIVING - A 2468RIN 2 HINGED R BATH -A/UPSTAIIRS HALL - A 4668 R IN 2 SLIDER R UTILITY/UPSTAIRS HALL - A 5068 L IN 2 SLIDER L BEDROOM #3 - B/CLOSET 3- B 4668 R IN 2 SLIDER R CLOSET 2 - A/BEDROOM #2 - A 4668 L IN 2 SLIDER L BEDROOM #2 - B/CLOSET 2- B 2068 R IN 2 HINGED R BEDROOM #2 - A/STORAGE 2 - A 2668 R IN 2 HINGED R UPSTAIRS HALL - A/BEDROOM #2 - A 2668 R IN 2 HINGED R MASTER BEDROOM - A/UPSTAIRS HALL A 5068 R IN 2 SLIDER R CLOSET 3 - A/BEDROOM #3 - A 2468 R IN 2 HINGED R MASTER BEDROOM - A/MASTER BATH - A 2468 L IN 2 HINGED L MASTER BATH - A/WIC - A 2668 R IN 2 HINGED R UPSTAIRS HALL - A/BEDROOM #3 - A 4668 L IN 2 SLIDER L UTILITY/UPSTAIRS HALL - B 2668 L IN 2 HINGED L BEDROOM #3 - B/UPSTAIRS HALL - B 2668 -LIN 2 HINGED__L BEDROOM #2 - B/UPSTAIRS HALL - B 2668 L IN 2 HINGED L MASTER BEDROOM - B/UPSTAIRS HALL B 2068 L IN 2 HINGED L BEDROOM #2 - B/STORAGE 2- B 2468 L IN 2 HINGED L BATH - B/UPSTAIIRS HALL - B 2468 L IN 2 HINGED L MASTER BATH - WASTER BEDROOM B 2468 R IN IHINGED R MASTER BATH - B/WIC - B "SEE DIAGRAM TO RIGHT FOR PROPER "LR L R L R HINGE SIDE ORIENTATION C] d II W07 1 II W06 I W44 NOV 2 2 2017 0 CITY OF ANACORTES ROOM FINISH SCHEDULE ROOM NAME AREA SQ FT FLOOR FINISH PWDR -B 54 KITCHEN - A 90 LIVING - A 251 ENTRY CLOSET 8 KITCHEN - B 89 DINING - B 68 LIVING - B 249 ENTRY-B 23 ENTRY CLOSET 8 MASTER BEDROOM - A 131 BEDROOM #2 - B 95 UPSTAIRS HALL - B 69 BEDROOM #3 - B 84 BEDROOM #3 - A 95 WIC - A 39 CLOSET 2-B 9 CLOSET 3 - B 11 BEDROOM #2 - A 95 BATH - B 39 MASTER BEDROOM B 130 MASTER BATH - A 40 STORAGE 2-B 4 UPSTAIRSHALL -A 69 BATH - A 39 WIC -B 38 CLOSET 2-A 9 CLOSET 3 - A 11 STORAGE 2-A 7 MASTER BATH - B 40 DINING -A 68 ENTRY - A 23 PWDR - A 54 PANTRY- A 4 PANTRY -B 4 UTILITY 115 TOTALS: 12077 C/2 CW G O 2002 Caton Way SW Olympia, Washington 98502 Ph. (360) 915-9142 Drafting@lexarhom es.com © 2017 Copyright by Lexar Homes LLC. All rights reserved. %.i = O � L!7 C%4 M O 04 Q ap a N O 2 Li � O COOD W W Z 7 O L. LPG O CD Q C W SZ Q a W J x J_ W J H 0. Q o W o� Q mN PRINT DATE. 11/6/2011 SHEET. A-000 a Cn v 12' 20'-0 112" 6' 8'-6" 5'-61/2" Deck - A SEE FOUNDATION PLAN S-101 FOR MINIMUM REQUIRED FRAMING / BRACING. UP HOME OWNER RESPONSIBLE FOR FRAMINGAND FINAL DESIGN OF DECK. 11.06.17 STAIRS TO BE FIELD LOCATED AS AA �n 7 REQUIRED. STAIRS & RAILINGS TO BE IAW A-501 2015 IRC SECTION R311.7 & R312 (SEE DETAIL 8/A-502) 301 0 v a 60 SGD o DW KITCHEN -A 8 T CEILING 11 N DINING - A ? 8' CEILING `o 2'-4" TT-91/2" 1s F LIVING - A 8' CEILING 0 41' 17' 1'-01/8" 5-6 3/8" W03 12' 19'-113/8" 8'-5" 6' KITCHEN - B 1 & CEILING 7'-5 318�f r F 1s !Eamon a M co a z4 T z Z T z a my a 2 `° 2 a Lu w m . com °' �10 10� 314" T-2" T-51/2" 1'-4118" . T-2" 2'-11 7/8" j T-91/2" DR - j PWDR - O N 8' ILING 8' CEIL G N O DECK -B DESIGN & INSTALL BY OWNER (SEE NOTES ON DECK -A FOR ADDITIONAL INFORMATION) 7 A-5 60 SGD DINING - B zo 8' CEILING 1 10'-2" 9'-117/8" LIVING B 8' CEILING C-, UWH HP N WH 3 `-- 6' 3' 112" 6-9 1/2" 1'-0 1/8" 6'-3 7/8" 2'-7 1/2" o 4'-0 1/2" GARAGE - A 6 GARAGE-13 4'-21/2" T-3" 2'-11 1/2" 5/8" TYPE X GWB 5/8" TYPE X GWB B ON CEILING ON CEILING B N in N o ENTRY - B ENTRY - 7 T CEILING B' CEILIN 1.1 W08 30 ® 4 30 W08 1.1 C1 C1 1.1 - 12 12 1.1 O5 12 12- 1.2 71 OH P'Itk p �j8' X 7' OHD � p 2' 3" 2jr jr ' 6" 2' 3" 6' 9" F-9" 6'-9" 6'-9" Z-3" 2'-6" 2' 3' 7 13'-6" 13" 7' 41' A-101 MAIN FLOOR PLAN - 2534 DUPLEX SCALE: 1/4 IN = 1 FT PLAN NOTES LEGEND A. TYPICAL FLOOR FRAMING CONSISTS OF 3/4" T&G APA RATED SHEATHING (SPAN RATING 48/24) = 2X6 WALL OVER 9-1/2" I -JOISTS AT 19.2" O.C, U.N.O. PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE JOIST LENGTH = 2X4 WALL B. TYPICAL ROOF FRAMING CONSISTS OF 1/16" OR 1/2" APA RATED SHEATHING (SPAN RATING 32/16) U.N.O. OVER PRE -MANUFACTURED TRUSSES AT 24" O.C. U.N.O. TRUSSES PER MANUFACTURERS SPEC. �- HALF WALL C. NAIL ROOF SHEATHING w/ 8d AT 6" O.C. AT FRAMED PANEL EDGES AND OVER SHEARWALLS,12" O.C. IN FIELD U.N.O = HOSE BIB D.AINDICATES SHEARWALL BELOW FRAMING SHOWN. REFER TO SHEARWALL SCHEDULE FOR MORE INFORMATION. E. PROVIDE (2) BEARING (TRIMMER) STUDS AT EACH END OF ALL HEADERS, BEAMS, AND GIRDER TRUSSES 2-HR FIRE 6'-0" IN LENGTH AND OVER U.N.O. SEPARATION F. WHERE POSTS OCCUR PROVIDE SOLID VERTICAL GRAIN BLOCKING SOLID THRU FLOOR TO MATCHING SUPPORTS U.N.O H. AIR TIGHT DRYWALL APPLICATION - SEAL ALL PENETRATIONS AND SEAMS IN WALLS, FLOOR & CEILING. SEAL AROUND ALL TOP AND BOTTOM WALL PLATES AND AROUND ALL WINDOW AND DOOR OPENINGS. 11.06.173 I. GLUE WALL BOTTOM PLATES TO SUBFLOOR zo 0 r; 0 u� c 11.06.11 WINDOW SCHEDULE NUMBER LABEL EGRESS TEMPERED U-FACTOR SHGC MINI. REQUIRED HEADER COMMENTS QTY AREA SQ. FT. PER WINDOW W01 5050HS 0.27 0.25 31/2" X 71/2" GLB 2 25.0 W02 3030PIC 0.27 0.25 31/2" X 71/2" GLB 6 9.0 W03 4036HS 0.27 0.25 31/2" X 71/2" GLB 2 14.0 W04 3046SH YES 0.27 0.25 31/2" X 71/2" GLB 2 13.5 W05 15046HS YES 0.27 0.25 31/2" X 71/2" GLB 2 22.5 W06 5040HS YES 0.27 0.25 31/2" X 71/2" GLB 2 20.0 W07 2030SH YES 0.27 0.25 31/2" X 71/2" GLB OBS 2 6.0 W08 1050PIC YES 0.27 0.25 31/2" X 71/2" GLB 2 5.0 TOTALS: 266.0 EXTERIOR DOOR SCHEDULE** SIZE CITY ROOM NAME FIRE TEMPERED U-FACTOR SHGC MIN. REQUIRED HEADER COMMENTS AREA SQ. FT. PER DOOR 3068 R EX 1 ENTRY A/PORCH COVER - A 0.3 0.3 31/2" X 7 1/2" GLB 20.0 3068 L EX 1 ENTRY - B/PORCH COVER 0.3 0.3 31/2" X 7 1/2" GLB 20.0 60610 R EX 1 DINING - A/DECK - A YES 10.3 0.3 1/2" X 7 1/2" GLB 41.0 60610 L EX 1 DINING - B/DECK - B YES 10.3 0.3 .3 31/2" X 7 1/2" GLB 141.0 TOTALS: I I I I I 1 1122.0 **DOORS SEPARATING CONDITIONED SPACE FROM UNCONDITIONED SPACE. DOES NOT INCLUDE OVERHEAD GARAGE DOORS (SEE GARAGE DOOR SCHEDULE). GARAGE DOOR SCHEDULE SIZE QTY ROOM NAME FIRE TEMPERED U-FACTOR SHGC (MIN. REQUIRED HEADER COMMENTS AREA (SQ. FT. PER DOOR 8070 1 GARAGE -B 0 0 51/2" X 12" GLB NON -INSULATED 56.0 8070 1 GARAGE - A 0 0 51/2" X 12" GLB NON -INSULATED 56.0 TOTALS: 112.0 INTERIOR DOOR SCHEDULE SIZE FLOOR TYPE FIRE HINGE SIDE** HEADER ROOM NAME 3068 R IN 1 HINGED YES R 3 1/2" X 71/2" GLB LIVING - B/GARAGE - B 2068 R IN 1 HINGED R ENTRY CLOSET/LIVING - B 2468 L IN 1 HINGED L 31/2" X 71/2" GLB LIVING - B/PWDR - B 1668 R IN 1 HINGED R PANTRY - B/KITCHEN - B 1668LIN 1 HINGED L PANTRY - A/KITCHEN - A 2468 R IN 11 HINGED R 31/2" X 71/2" GLB PWDR - A/LIVING - A 2068 L IN 1 HINGED I L LIVING - A/ENTRY CLOSET 3068 L IN 1 HINGED YES L 31/2" X 71/2" GLB GARAGE - A/LIVING - A 2468 R IN 2 HINGED R BATH - A/UPSTAIRS HALL - A 4668 R IN 2 SLIDER R UTILITY/UPSTAIRS HALL -A 5068 L IN 2 SLIDER L BEDROOM #3 B/CLOSET 3- B 4668 R IN 2 SLIDER R CLOSET 2 - A/BEDROOM #2 - A 4668 L IN 2 SLIDER L BEDROOM #2 - B/CLOSET 2- B 2068 R IN 2 HINGED R BEDROOM #2 - Ai'STORAGE 2 - A 2668 R IN 12 HINGED R UPSTAIRS HALL - A/BEDROOM #2 - A 2668 R IN 2 HINGED R MASTER BEDROOM - A/UPSTAIRS HALL - A 5068 R IN 2 SLIDER R CLOSET 3 - A/BEDROOM #3 - A 2468 R IN 2 HINGED R MASTER BEDROOM - A/MASTER BATH - A 2468 L IN 2 HINGED L MASTER BATH - AIWIC - A 2668 R IN 2 HINGED R UPSTAIRS HALL - A/BEDROOM #3 - A 4668 L IN 2 SLIDER L UTILITY/UPSTAIRS HALL - B 2668 L IN 2 HINGED L BEDROOM #3 - B/UPSTAIRS HALL - B 2668 L IN 2 HINGED L BEDROOM #2 - BiUPSTAIRS HALL - B 2668 L IN 2 HINGED L MASTER BEDROOM - B/UPSTAIRS HALL - B 2068 L IN 2 HINGED L BEDROOM #2 - B/STORAGE 2- B 2468 L IN 2 HINGED L IBATH - B/UPSTAIRS HALL - B 2468 L IN 2 HINGED L MASTER BATH - B/MASTER BEDROOM - B 2468 R IN 2 HINGED I R MASTER BATH - B/WIC - B **SEE DIAGRAM TO RIGHT FOR PROPER L R L R L R HINGE SIDE ORIENTATION UZIE] _ -CI-- El ENERGY CREDIT OPTIONS CHOSEN 2A: (2) CONTINUOUS OPERATING 30CFM EXHAUST FANS. AIR TIGHT DRYWALL INSTALLATION PER PLAN NOTES H & I 3d: DUCTLESS MINI - SPLIT HVAC SYSTEM W/ ZONAL ELECTRIC WALL HEAT CHOSEN (SEE ELECTRICAL PLAN E-101) 5a: ALL SHOWER HEAD AND KITCHEN SINK FAUCETS RATED AT 1.75 GPM OR LESS ALL OTHER LAVATORY FAUCETS TO BE RATED AT 1.0 GPM OR LESS 5c: HIGH EFFICIENCY (2.0 MIN) ELECTRIC HEAT PUMP WATER HEATER CHOSEN FOOTNOTES FOOTNOTES FLOOR AREAS 1. ALL HEADERS TO BE 3-112" x 1-1/2" GLB TYP. U.N.O. 8. 2-HR FIRE RATED DBL. 2X4 WALL ASSEMBLY. EXTEND FROM UNIT A: 1.1. 5-1/2"x 11-7/8" GLB - TOP OF BEAM FLUSH WITH TOP OF JOISTS FOUNDATION TO BOTTOM OF ROOF SHEATHING. SEE DETAIL 1/A-301 1ST FLOOR LIVING SPACE = 620 SQ. FT. 12.5-1/2" x 12" GLB 9.2X8 P.T. DECK LEDGER FOR FUTURE DECK BY OWNER 2ND FLOOR LIVING SPACE = 696 SQ. FT. 2.18"x24" CRAWL ACCESS 10.2X4 FURRED WALL FOR PLUMBING. BALLOON FRAME TO BOTTOM TOTAL LIVING SPACE = 1316 SQ. FT. 3.30"x24" ATTIC ACCESS OF STAIRS AS REQUIRED GARAGE = 262 SQ. FT. 4.36" MIN DEEP LANDING BY FULL WIDTH OF DOOR (BY OTHERS) 11. RANGE HOOD TO VENT THROUGH CEILING. NO DUCTING PORCH COVER = 21 SQ. FT. 5. P.T. 6x6 POST ATTACH POST AND BEAMS PER DETAIL 1/A502 ENE[RATIONS IN 2-HR� FIR7: SEPARATION PER 2015 IRC R302.2 UNIT B: 6. SELF -CLOSING 1-3/8" SOLID CORE (20 MIN) FIRE DOOR 12. PROVDE (2) 2X6 TRIMMER STUDS & (1) 2X6 KING STUD @ EACH 1ST FLOOR LIVING SPACE = 618 SQ. FT. 1. MIN. 1/2" G.W.B. ON WALLS & CEILING OF ANY ENCLOSED END OF GARAGE HEADER 2ND FLOOR LIVING SPACE = 680 SQ. FT. ACCESSIBLE UNDER STAIR AREA (2015 IRC R302.1) 13. STAIR LANDING (MIN. WIDTH OF STAIRS BY 36" DEEP). SEE DETAIL) TOTAL LIVING SPACE = 1298 SQ. FT. 6/A-502 GARAGE = 246 SQ. FT. PORCH COVER = 21 SQ. FT. 11.06.11 \\ ROOM FINISH SCHEDULE ROOM NAME AREA SQ FT FLOOR FINISH PWDR-B 54 KITCHEN - A 90 LIVING - A 251 ENTRY CLOSET 8 KITCHEN - B 89 DINING - B 68 LIVING - B 249 ENTRY - B 23 ENTRY CLOSET 8 MASTER BEDROOM - A 131 BEDROOM #2 - B 95 UPSTAIRS HALL - B 69 BEDROOM #3 - B 84 BEDROOM #3 - A 95 WIC - A 39 CLOSET 2-B 9 CLOSET 3-B 11 BEDROOM #2 - A 95 BATH - B 39 MASTER BEDROOM - B 130 MASTER BATH - A 40 STORAGE 2-B 4 UPSTAIRS HALL -A 69 BATH - A 39 WIC - B 38 CLOSET 2 - A 9 CLOSET 3 - A 11 STORAGE 2-A 7 MASTER BATH - B 40 DINING - A 68 ENTRY -A 23 PWDR-A 54 PANTRY -A 4 PANTRY B 4 UTILITY 15 TOTALS: 12077 DT9L�0 � N0V 2 2 2017 D CITY OF ANACORTES pNNE eF,p WASy G tir y`o 55160 S�ONAL C/3 CW G O 2002 Caton Way SW Olympia, Washington 98502 Ph. (360) 915-9142 Drafting@lezarhom es.com © 2017 Copyright by Lexar Homes LLC. All rights reserved. V = O L N M O caLjj = o Q N 00 =O a N O = Q � O W W Z = = O L9 In O oc� Q � M �Z Q O W J J_ W J Q o W mm���\\ //��/\ � // WY/ Q N PRINT DATE. 11/6/2011 SHEET. A-101 AA 301 41' 5'-51/2" 5' 2" 9_5" 1'-01/8" " 8-11 3/8 5'_3" 5r qrr T/S N S&R M STAIRVVE L I A I I STAI L- B S&R 3 v N v ED 6r, �' C ILINC - 8' EI IN ! "? N T/S 5' 3 1/2" 3'-7 1/2" 1 0 1/8"r�rr 5'-31/2rr 3 7/8 ` WIC A W07 — W Q c� 8' C ING - ~ z M T/S T/S �, 8' CEI G N w oo z W07 19 N w 3 M _ H SJ' ®00 N j DN Lo 2 4 tV CV V D CO SD CO00 H S& 10'-1 5/8" BA H - A -" _. "BAT -B ". 2a 8' CE G m 8' C ING 10'-0 1/2" N- a C:) V N N MASTER BEDROOM -A = _ N MASTER BEDROOM - B cn 06 8' CEILING c` D ' N ' Q Q N W 8' CEILING W0 F- cq `' rn C" N coa a CV cl)i rn 5'-5112" T-91/8" D N M m sD $ v 3' 7" 5'-9" rn MINI -SPLIT 17, sD MINI -SPLIT T-6" T-71/2" 1'-01/8" 3'4" T4"' g\ 1'-01/Un —': S&R � \ SD 6'-5" M 5'-4 7/8" � 11" ��S&R N CV CV SD SD s 4 N S R S&R sD N 7 7 co r` 46 2s s sD 5u 50 2 sD BEDROOM #2 - A N 6'-5" 1'-0 1/8" 6'-0 3/8" BEDROOM #2. B 8' CEILING 8' CEILING N U? T-6" 3r Err BEDROOM S -A BEDROOM #3 B= 8' CEILING 8 8' CEILING M 20 W04 0� O 7 M Cl c) S&R Cl W04 C„ D W05 D 3'-6" 3'-6" 3�_4�� 6r_grr 6'-8 10'-1 rr 5/8" T 4 3/8" 3'-5" T-6" Tf 3'-5" 10'-1" T 13'-6" 13'-6" 7' 41' 301 A-102 SECOND FLOOR PLAN - 2534 DUPLEX SCALE: 1/4 IN = 1 FT PLAN NOTES LEGEND A. TYPICAL FLOOR FRAMING CONSISTS OF 3/4" T&G APA RATED SHEATHING (SPAN RATING 48/24) _ OVER 11-7/8" I -JOISTS AT 16" O.C, U.N.O. PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE JOIST LENGTH = B. TYPICAL ROOF FRAMING CONSISTS OF 7/16" OR 1/2" APA RATED SHEATHING (SPAN RATING 32/16) U.N.O. _ OVER PRE -MANUFACTURED TRUSSES AT 24" O.C. U.N.O. TRUSSES PER MANUFACTURERS SPEC. C. NAIL ROOF SHEATHING w/ 8d AT 6" O.C. AT FRAMED PANEL EDGES AND OVER SHEARWALLS,12" O.C. IN FIELD U.N.O O.AINDICATES SHEARWALL BELOW FRAMING SHOWN. REFER TO SHEARWALL SCHEDULE FOR MORE INFORMATION. _ E. PROVIDE (2) BEARING (TRIMMER) STUDS AT EACH END OF ALL HEADERS, BEAMS, AND GIRDER TRUSSES 6'-0" IN LENGTH AND OVER U.N.O. ® = F. WHERE POSTS OCCUR PROVIDE SOLID VERTICAL GRAIN BLOCKING SOLID THRU FLOOR TO MATCHING SUPPORTS U.N.O E WAl 14Z TnRrED EA "A" H. AIR TIGHT DRYWALL APPLICATION - SEAL ALL PENETRATIONS AND SEAMS IN WALLS, FLOOR & CEILING. SEAL AROUND ALL TOP AND BOTTOM WALL PLATES AND AROUND ALL WINDOW AND DOOR OPENINGS. 11.06.17 _I. GLUE WALL BOTTOM PLATES TO SUBFLOOR -- _ , �.vrvnviF_ry 10 AKtH bU. F 1. PER DOOI 3068 R EX 1 COVER - A 0.3 0.3 31/2" X 7 1/2" GLB 20.0 3068 L EX 1 ENTRY - B/PORCH COVER 0.3 0.3 31/2" X 7 1/2" GLB 20.0 60610 R EX 1 DINING - A/DECK - A YES 60610 L EX 1 DINING - B/DECK - B YES p 3 0.3 31/2" X 71/2" GLB 41.0 TOTALS: 31/2" X 71/2" GLB 41.0 122.0 "DOORS SEPARATING CONDITIONED SPACE FROM UNCONDITIONED SPACE. DOES NOT INCLUDE OVERHEAD GARAGE DOORS (SEE GARAGE DOOR SCHEDULE). GARAGE DOOR SCHEDULE SIZE QTY ROOM NAME FIRE TEMPERED U-FACTOR SHGC (MIN. AREA (SQ. FT. RPER DOOR EQUIRED HEADER COMMENTS 8070 1 GARAGE - B 0 0 8070 1 GARAGE -A 51/2" X 12" GLB NON -INSULATED 56.0 TOTALS: 0 0 51/2" X 12" GLB NON -INSULATED 56.0 112.0 INTERIOR DOOR SCHEDULE SIZE FLOOR TYPE FIRE HINGE SIDE** HEADER ROOM NAME 3068 R IN 2068 R IN 1 1 HINGED HINGED YES R R 3 1/2" X 7 1/2" GLB LIVING - 6/GARAGE - B 2468 L IN 1 HINGED L 3 1/2" X 71/2" GLB ENTRY CLOSET/LIVING - B LIVING - B/PWDR - B 1668 R IN 1668 L IN 1 1 HINGED HINGED R L PANTRY - B/KITCHEN - B 2468 R IN 1 HINGED R 3 1/2" X 71/2" GLB PANTRY - A/KITCHEN - A PWDR - A/LIVING A 068 L IN 3 3068 L IN 1 1 HINGED HINGED YES L L LIVING - A/ENTRY CLOSET 2468 R IN 2 HINGED R 3 1/2" X 71/2" GLB GARAGE - A/LIVING A 4668 R IN 2 SLIDER R BATH-A/UPSTAIRS HALL -A 5068 L IN 2 SLIDER L UTILITY/UPSTAIRS HALL -A 4668 R IN 2 SLIDER R BEDROOM #3 B/CLOSET 3- B 4668 L IN 2 SLIDER L CLOSET 2 - A/BEDROOM #2 - A 2668 R IN 2 HINGED R BEDROOM #2 - B/CLOSET 2 B 2668 R IN 2 HINGED R BEDROOM #2 - A/STORAGE 2 - A 2668 R IN 2 HINGED R UPSTAIRS HALL-A/BEDROOM #2 A 5068 R IN 2 SLIDER R MASTER BEDROOM - A/UPSTAIRS HALL - A 2468 R IN 2 HINGED R CLOSET 3 - AIBEDROOM #3 - A 2468 L IN 2 HINGED L MASTER BEDROOM - A/MASTER BATH - A 2668 R IN 2 HINGED R MASTER BATH - A/WIC - A 4668 L IN 2 SLIDER L UPSTAIRS HALL - A/BEDROOM #3 - A 2668 L IN 2 HINGED L UTILITY/UPSTAIRS HALL - B 2668 L IN 2 HINGED L BEDROOM #3 - B/UPSTAIRS HALL - B 2668 L IN 2 HINGED L BEDROOM #2 - B,'UPSTAIRS HALL - B 2668 L IN 2 HINGED L MASTER BEDROOM - B/UPSTAIRS HALL B 2468 L IN 2 HINGED L BEDROOM #2 - B/STORAGE 2- B 2468 L IN 2 HINGED BATH - B/UPSTAIRS HALL - B 2468 R IN 2 I HINGED I IL IR MASTER BATH - B/MASTER BEDROOM - B MASTER BATH - B/WIC - B "SEE DIAGRAM TO ——� RIGHT FOR PROPER HINGE SIDE ORIENTATION L R L R� L R 11.06.11J/' \\ / p -_.._ r-1 ENERGY CREDIT OPTIONS CHOSEN 2A: (2) CONTINUOUS OPERATING 30CFM EXHAUST FANS. AIR TIGHT DRYWALL INSTALLATION PER PLAN NOTES H & I 3d: DUCTLESS MINI - SPLIT HVAC SYSTEM W/ ZONAL ELECTRIC WALL HEAT CHOSEN (SEE ELECTRICAL PLAN E-101) 5a: ALL SHOWER HEAD AND KITCHEN SINK FAUCETS RATED AT 1.75 GPM OR LESS ALL OTHER LAVATORY FAUCETS TO BE RATED AT 1.0 GPM OR LESS 5c: HIGH EFFICIENCY (2.0 MIN) ELECTRIC HEAT PUMP WATER HEATER CHOSEN FOOTNOTES FLOOR AREAS 2X6 WAIL 1. ALL HEADERS TO BE 3-1/2" x 7-1/2" GLB TYP. U.N.O. LEFT SIDE: 2X4 WALL 1.1. 5-1/2"x 11-7/8" GLB -TOP OF BEAM FLUSH WITH TOP OF JOISTS 1ST FLOOR LIVING SPACE = 620 SO. FT. 12. 5-1/2" x 12" GLB 2ND FLOOR LIVING SPACE = 696 SQ. FT. HALF WAIL 2.18"x24" CRAWL ACCESS TOTAL LIVING SPACE = 1316 SO. FT. 3.30"x24" ATTIC ACCESS GARAGE = 262 SQ. FT. HOSE BIB 4.36" MIN DEEP LANDING BY FULL WIDTH OF DOOR (BY OTHERS) PORCH COVER = 21 SQ. FT. 5. P.T. 6x6 POST - ATTACH POST AND BEAMS PER DETAIL 1/A502 2-HR FIRE 6. SELF -CLOSING 1-3/8" SOLID CORE (20 MIN) FIRE DOOR RIGHT SIDE: SEPARATION 7. THIS ROOM / AREA TO HAVE 5/8" TYPE X G.W.B. CEILING 1ST FLOOR LIVING SPACE = 618 SQ. FT. 8.2-HR FIRE RATED DBL. 2X4 WALL ASSEMBLY. EXTEND FROM 2ND FLOOR LIVING SPACE = 680 SQ. FT. FOUNDATION TO BOTTOM OF ROOF SHEATHING. SEE DETAIL 1/A-301 TOTAL LIVING SPACE = 1298 SQ. FT. GARAGE = 246 SQ. FT. PORCH COVER 21 SQ. FT NOV 2 2 2011 CITY OF ANACORTES x NE OF WASy�NCr�� 0 5si'��o �NAL�G� I--- C.1 ~• O uo)= �� CN N m ca ww N pp o0 a N Q Q � � O W W O O 2C� C.) Q C W �Z Z Q.4CL r— f� W JLLJ � a E2 W o� D a� C U Q mN PRINT DATE. 11/6/2011 SHEET. A-102 V T � 0 AA 301 I I W o \ 0 Q 9 1.1 A-501 I I N r �¢ LOWER LOWER p _ _ I� �\OM o ------------ ♦ -0 w- ♦ L M_ o UPPER `o 04 V �O`♦ ` LU J IfN =1 'LU Ir of oF- Of Q LO LL U = Z < a --. .., , , , , J , I , .. GIRDER TRUSSES PE MANUFACTURER 5. 12 I DESIGN TO H NG ON FIRE WALL _ _ _ - - " L---------------- --- UPPER A-106 ROOF PLAN - 2534 DUPLEX SCALE: 1/4 IN = 1 FT PLAN NOTES RIDGE VENTING (50%) - SOFFIT VENTING (50%) B. PREFERRED ROOF VENTING REQ IR M NTt RIDGE VENTING (40%) - SOFFIT VENTING (60%) C. TRUSSES INSTALLED PER MANUFACTURER SPECIFICATION AND LAYOUT D. DO NOT INSTALL PLUMBING IN TRUSS BAYS WITH EXHAUST FANS SO THERE IS NO INTERFERENCE WITH FAN DUCTWORK. E. SEE 2/S-001 FOR TYP. ROOF SHEATHING DETAILS. F. IF NOT USING JACK TRUSSES FROM MFR. FOR OVERFRAMING AREAS, REFER TO NOTES BELOW FOR OVER FRAMING CONSTRUCTION (2015 IRC SECT. 802.3 & TABLE 802.5.1(3) RIDGE BEAM MUSF BE SAME HEIGHT AS RAPIER END CUT OR LARGER 2X6 02 D.F. RIDGE BEAM W/ 2X4 RAFTER (RAFTER SPAN UP TO 6'-0") 2X8 N2 D.F. RIDGE BEAM W/ 2X6 RAFTER (RAFTER SPAN UP TO 8'-10") 2X10 12 D.F. RIDGE BEAM W/ 2X8 RAFTER (RAFTER SPAN UP TO 11'-2") AA 301 LOWER 9 A-501 o U Q O J / 5 : 12 N w 1.1 Of 4 LOWER U) v / t I A-501 � L¢L LOWER ------------- -- 0 LU-- - - - - -- - ,I I ' � I , j I I BB 301 1.2 P. ' _ I DN 3 , I 4 v N F = I O I ' w¢ C) J ' ' fn U) = N K t 9 I ' 0 r o I 1.3 Ir LU ------ - Uj _ I w F L0 = I � Q I FLL ♦ U = I ♦ Z ♦♦ LL<:- ♦ ♦w Of I ♦ I I ` A-501 . I ` ♦ I UPPER a ` I 1 N F-101LO LC) r'' ♦ ` r �. GIRDER TRUESES PER MANUFACTURER DESIGN TO HANG ON FIRE WALL ---- ---_-- - 5 : 12 10 UPPER F� ROOF AREA PROJECTED SURFACE OVERHANG TOTALS: 2148 SQ. FT 2329 S . FT 340 SQ. FT PROJECTED AREA - THIS IS THE AREA OF THE ROOF PLANE POLYLINE, INCLUDING FASCIAAND SHADOW BOARDS, AS SEEN IN FLOOR PLAN VIEW. IT DOES NOT EQUAL THE ROOF SURFACE AREA UNLESS THE PITCH IS 0. SURFACE AREA - THIS IS THE AREA OF THE ROOF PLANE'S TOP SURFACE, WHICH COVERS THE FASCIAAND SHADOW BOARDS WITH THE PITCH TAKEN INTO ACCOUNT. OVERHANG AREA - THIS IS THE AREA OF THE ROOF PLANE'S OVERHANG, INCLUDING FASCIA AND SHADOW BOARDS, AS SEEN IN FLOOR PLAN VIEW. / Roof - Truss to Sheathed Wall w/ Beam Below —.131" x 2-1/2" @ 6" oc to Blocking Flat 2x6 Blocking — Attach 2x6 Blocking to Studs w/ (2) .131" — — x 3" Min Plate Nailing Per SW Schedule 3/4" T&G Subfloor — Truss to bear on 2x ledger, K use LUS24 hangers from Beam or Wall _ — _ `truss to framing. If bearing ledger is used, provide (2) Per Plan 16d toenails from truss to ledger Attach 2x6 Ledger to Beam with (2) 3-5/8" TimberLok Screws @ 2411oc LEGEND FOOTNOTES 1. EXHAUST FAN LOCATION - TO BE VENTED TOWARDS BACK OF HOME- ® = OVERFRAMING AREA DETERMINED IN FIELD - SEE 1.1 THROUGH 1.3 FOR CUT OUT SIZE 1.1. CUT OUT FOR VENTING: KITCHEN = 6" DIA. HOLE FOR HOOD VENT DOWNSPOUT 1.2. CUT OUT FOR VENTING: BATHROOMS = 4" DIA. HOLE 1.3. CUT OUT FOR VENTING: UTILITY ROOM = 6" DIA. HOLE — — - = FIRST FLOOR ROOF 2 . PROVIDE STATIC ROOF VENTS FOR PROPER ATTIC VENTILATION. USE LOMANCO 750 VENTS OR EQUIVALENT 3.24" 00" ATTIC ACCESS BETWEEN TRUSSES - - - - -- -- = SECOND FLOOR ROOF 4.2-HR FIRE SEPARATION PER DETAIL 1/F-101. EXTEND TO BOTTOM OF ROOF SHEATHING VENTING CALCS UPPER ROOF VENTING REQUIRED: 4.58 SQ. FT. VENTING PROVIDED: 6.24 SQ. FT. NUMBER OF VENTS: 12 LOWER ROOF VENTING REQUIRED:1.33 SQ. FT. VENTING PROVIDED: 2.08 SQ. FT. NUMBER OF VENTS: 4 ROOF SHEATHING SIZE REQUIREMENTS 1,7 UP TO 40 IRS 1/16" OSB ❑ UP T010LB4 15/32" OSB ❑ UP T01 0 LBC 5/8" OSB Scale; No Scale Pre -Manufactured Trusses /— 7/16" OSB Sheathing — 8d @ 611oc edges pT@Typflf� I NOV 2 2 2017 I CITY OF ANACORTE NNNE 6F 4411 C, ye rZ'PO l i P/155160 S/pNAL �G C/n W 2002 Caton Way SW Olympia, Washington 98502 Ph. (360) 915-9142 Drafting@lezarhom es.com © 2017 Copyright by Lexar Homes I.I.C. All rights reserved. CD .Z F— O � M) CN N M O ca o _o O Q N pp it -a N Q LL., o � W W I... c Lo CD oC5 � LO �LLJ Z O LLJ '--� W G Q CD d� W VI WY/ U Q mN PRINT DATE. 11/6/2011 SHEET. A-106 1 . STEM WALLS AND FOOTINGS PER SCHEDULE ON FOUNDATION SHEET (S-101) 2 . HORIZONTAL LAP SIDING 3. ARCHITECTURAL COMPOSITION ROOFING CLASS "B" MINIMUM REQUIRED W/ 1/16" ROOF SHEATHING 4. STATIC ROOF VENTS 0 Q11:1.A 12 5 �J 12 5 � ���� : IIIIII IIIIII IIIIII IIIIII I �: IIIIII IIIIII IIIIII IIIIII : � IIIIII IIIIII IIIIII IIIIII 0 IIIIII IIIIII IIIIII IIIIII I 12 Q 5 nn nm nnn mn nm nnn nnn mn mn nnn nnn mn mumnim nn� 1 ELEVATION - FRONT - 2534 DUPLEX SCALE: 1/4 IN = 1 FT 2 ELEVATION - RIGHT - 2534 DUPLEX SCALE: 1 4 IN = 1 FT 12 Q 5 � M@00dT NOV 2 2 2017 CITY OF ANACORTES C/) LLJ M O 2002 Caton Way SW Olympia, Washington 98502 Ph. (360) 915-9142 Drafting @lexarhom es.com © 2017 Copyright by Lexar Homes LLC. All rights reserved. = o CN C c25 o O W CN w CV CO CNQ a Cif 2 Q � � O CL2 W O L!'� O C.') oO C) Q oM W J >< W Ci Q C p W o w C.%D - d Q ¢CVLCI) m PRINT DATE. 11/6/2017 SHEET. A-201 1. STEM WALLS AND FOOTINGS PER SCHEDULE ON FOUNDATION SHEET (S-101) 2. HORIZONTAL LAP SIDING 3. ARCHITECTURAL COMPOSITION ROOFING CLASS 7' MINIMUM REQUIRED W/ 7/16" ROOF SHEATHING 4. STATIC ROOF VENTS 12 5 v Cp r 12 5 V N TOP OF SUB FLOOR _ o TOP OF WALL 4 ELEVATION - LEFT - 2534 DUPLEX SCALE: 1/4 IN = 1 FT 0 12 Q 5 151 p 11111' NOV 2 2 1011 ID CITY OF ANACORTES W O 2002 Caton Way SW Olympia, Washington 98502 Ph. (360) 915-9142 Drafting@lexarhom es.com © 2017 Copyright by Lexar Homes LLC. All rights reserved. I — CD = o N � LLJ N �O Q CO a N O 2 Q � O W W C L1i O MCC C.D Q o 0 aW U Z p� W J W_ W W Q o W c� = H � c.w^D N 003 W Y+ Q N PRINT DATE. 11/6/2.017 SHEET. A-202 AA I CROSS SECTION - AA - 2534 DUPLEX SCALE: 1/4 IN = 1 FT BB CROSS SECTION - BB - 2534 DUPLEX SCALE: 1/4 IN = 1 FT FOOTm 1. STEM WALLS AND FOOTINGS PER SCHEDULE ON FOUNDATION SHEET (S-101) 2. 9-1/2" 1- JOISTS PER MANUFACTURER SPEC'S/LAYOUT 3. ARCHITECTURAL COMPOSITION ROOFING CLASS "B" MINIMUM REQUIRED W/ 7/16" ROOF SHEATHING 4. TRUSSES @24" O.C. PER MANUFACTURER SPEC' S/LAYOUT 5.11-7/8" 1 JOISTS 6.2-HR FIREWALL. SEE PAGE F-101 FOR CONSTRUCTIONS DETAILS AND REQUIREMENTS 7. DECK DESIGN AND FRAMING BY OWNER. LEXAR HOMES TO PROVIDE DECK LEDGER PER 8. UNBALANCED BACKFILL NO TO EXCEED 48" WITHOUT BRACING PER 2015 IRC R404.1.7 9. STEP FOUNDATION PER DETAIL 2/A-502 11.06.17 NOV 2 2 2011 CITY OF ANACORTES W O 2002 Caton Way SW Olympia, Washington 98502 Ph. (360) 915-9142 Drafting@lexarhom es.com © 2017 Copyright by Lexar Homes LLC. All rights reserved. I— v = o L0 Lo N M O _o Q NO pp a N O. = O W W CD CD LO oV Q LO oO a LLJ J W "--j J Q f�- o Wold- d W V/ WY/ Q N PRINT DATE. 11/6/2011 SHEET. A-301 Fire Separation - 2-hr Double Wall Plan View Fire Resistance Rated Penetrations Fire Separation - 2-hr Doubl Wall Section (� C g R5 D I ROOF SHEATHING PER PLAN TRUSSES PER MANUFACTURER'S SPECS / LAYOUT ATTIC 1/2" (MIN) G.W.B. DBL. LP FLAMEBLOCK OSB SHEATHING EXTEND CONTINUOUS FROM FOUNDATION TO BOTTOM OF ROOF SHEATHING. (2-HR FIRE SEPARATION) INSTALL PER MANUFACTURERS SPECS USING UL350 TYPE-B WALL CONSTRUCTION ALTERNATE: ATTACH LEDGER W/ (3)16d NAILS @ EACH STUD 1/2" G.W.B. (MIN.) DBL. LP FLAMEBLOCK OSB SHEATHING EXTEND CONTINUOUS FROM FOUNDATION TO BOTTOM OF ROOF SHEATHING. (2-HR FIRE SEPARATION) INSTALL PER MANUFACTURERS SPECS USING UL350 TYPE-B WALL CONSTRUCTION 1/2" ANCHOR BOLTS. SPACING PER SW SCHED. FOOTING PER FOUNDATION PLAN Scale: No Scale MAR 1 s 2018 L (',TY OF ANACORTES IAI TRUSSES PER v MANUFACTURER'S SPECS / LAYOUT SOLID 2X4 (MIN) BLOCKING TRUSSES PERPENDICULAR TO THE FIRE WALL MUST BE MONO TRUSSES DESIGNED FOR HANGERS ADD SOLID BLOCKING BETWEEN WALL STUDS INSIDE WALL FOR 2 LEDGER ATTACHMENT. ATTACH LEDGER W/ MIN. (2) TIMBERLOCK SCREW @ EACH STUD 2 X STUDS ON EDGE @ 16" O.C. (ALIGN W/ & ATTACH TO EXISTING WALL STUDS W/ 10d NAILS @ 16" D.C.). WALL DESIGNED FOR LEDGER BEARING RIM JOIST PER PLAN. ATTACH TO SOLID BLOCKING INSIDE WALL TIMBERLOCK SCREW @ EACH STUD UD 2ND FLOOR SYSTEM DBL. LP FLAMEBLOCK OSB SHEATHING EXTEND CONTINUOUS FROM FOUNDATION TO BOTTOM OF ROOF SHEATHING. (2-HR FIRE SEPARATION) INSTALL PER MANUFACTURERS SPECS USING UL350 TYPE-B WALL CONSTRUCTION SOLID 2X12 OR 11-7/8" BLOCKING BETWEEN WALL STUDS ATTACH LEDGER W/ TIMBERLOCK SCREW @ EACH STUD RIM JOIST LEDGER PER PLAN 1/2" (MIN) G.W.B. 11� Scale: No Scale 2 X STUDS ON EDGE @ 16" O.C. (ALIGN W/ & ATTACH TO EXISTING WALL STUDS W/ 10d NAILS @ 16" D.C.). WALL DESIGNED FOR LEDGER BEARING 2x4 (MIN.) STUDS @ 16" O.C. (STAGGERED) 5/8 TYPE X G.W.B. OR LP FLAMEBLOCK OSB SHEATHING R-15 BATT INSULATION (MIN.) 1. Use Approved Fire rated Caulking or Putty @ all Penetrations into Wa Studs. Use Fire Caulking To Seal Penetrations into Drywall. Fire Blocking W/ Fire Rated Putty or Caulking Above Penetration as Required Install Fire Collar @ All Plumbing Penetrations 5/8" Type X G.W.B— (B \I 1 i I II A 2 F S \ P -� P Forms Seal Penetration Scale: No Scale Seal All Penetrations W/Fire Rated Caulking/ Putty 2 . Ensure Putty a Thick, Tight Around Pipe / Through Plates NOTE: PLUMBING AND DUCTING PENETRATIONS ARE NOT PERMISSIBLE IN 2-HOUR FIRE RESISTANCE RATED ASSEMBLIES (2015 IRC R302.2) THE CONSTRUCTION OF THIS BUILDING USING A 2-HR FIRE -RESISTANCE -RATED WALL MEETS OR EXCEEDS THE FOLLOWING REQUIREMENTS. THE FOLLOWING MUST BE MET AT A MINIMUM. ___, - GENERAL NOTES: 03.01.18 R302.3 TWO-FAMILY DWELLINGS. -- DWELLING UNITS IN TWO-FAMILY DWELLINGS SHALL BE SEPARATED FROM EACH OTHER BY WALL AND FLOOR ASSEMBLIES HAVING NOT LESS THAN A 1-HOUR FIRE -RESISTANCE RATING WHERE TESTED IN ACCORDANCE WITH - 1/2" G.W.B. (MIN.) ASTM E 119 OR UL 263. FIRE -RESISTANCE -RATED WALL ASSEMBLIES SHALL EXTEND TO AND BE TIGHT AGAINST THE EXTERIOR WALL, AND WALL ASSEMBLIES SHALL EXTEND FROM THE FOUNDATION TO THE UNDERSIDE OF _-- THE ROOF SHEATHING. 2 X STUDS ON EDGE @ 16" O.C. (ALIGN W/ & ATTACH TO EXISTING WALL STUDS W/ 10d R302.4.1 THROUGH PENETRATIONS: NAILS @ 16" O.C. ). WALL DESIGNED FOR THROUGH PENETRATIONS OF FIRE -RESISTANCE RATED WALL OR FLOOR ASSEMBLIES SHALL COMPLY WITH SECTION R302.4.1.1 OR R302.4.1.2. LEDGER BEARING. EXCEPTION= WHERE THE PENETRATING ITEMS ARE STEEL, FERROUS OR COPPER PIPES, TUBES OR CONDUITS, THE ANNULAR SPACE SHALL BE PROTECTED AS FOLLOWS: 1. IN CONCRETE OR MASONRY WALL OR FLOOR ASSEMBLIES, CONCRETE, GROUT OR MORTAR SHALL BE PERMITTED WHERE INSTALLED TO THE FULL THICKNESS OF THE WALL OR FLOOR ASSEMBLY OR THE THICKNESS REQUIRED TO MAINTAIN THE FIRE -RESISTANCE RATING, PROVIDED THAT BOTH OF THE FOLLOWING ARE COMPLIED WITH: 1.1. THE NOMINAL DIAMETER OF THE PENETRATING ITEM IS NOT MORE THAN 6 INCHES (152 MM). 1.2. THE AREA OF THE OPENING THROUGH THE WALL DOES NOT EXCEED 144 SQUARE INCHES (92 900MM2) - 2. THE MATERIAL USED TO FILL THE ANNULAR SPACE SHALL PREVENT THE PASSAGE OF FLAME AND HOT GASSES SUFFICIENT TO IGNITE COTTON WASTE WHERE SUBJECTED TO ASTM E 119 OR UL 263 TIME - --� 5/8" TYPE X G.W.B. OR LP TEMPERATURE FIRE CONDITIONS UNDER A POSITIVE PRESSURE DIFFERENTIAL OF NOT LESS THAN 0.01 INCH OF WATER (3 Pa) AT THE LOCATION OF THE PENETRATION FOR THE TIME PERIOD EQUIVALENT TO THE FIRE- FLAMEBLOCK OSB RESISTANCE RATING OF THE CONSTRUCTION PENETRATION. SHEATHING R302.4-1.1 FIRE -RESISTANCE RATED ASSEMBLY: PENETRATIONS SHALL BE INSTALLED AS TESTED IN THE APPROVED FIRE -RESISTANCE RATED ASSEMBLY. (MIN) 2X4 WALL / \ CONSTRUCTION W/ R 15 / R302.4.1.2 PENETRATION FIRESTOP SYSTEM: GATT INSULATION (MIN.) I PENETRATIONS SHAPP BE PROTECTED BY AN APPROVED PENETRATION FIRESTOP SYSTEM INSTALLED AS TESTED IN ACCORDANCE WITH ASTM E 814 OR UL 1479, WITH A POSITIVE PRESSURE DIFFERENTIAL OF NOT LESS THAN 0.01 INCH OF WATER (3 Pa) AND SHALL HAVE AN F RATING OF NOT LESS THAN THE REQUIRED FIRE -RESISTANCE RATING OF THE WALL OR FLOOR -CEILING ASSEMBLY PENETRATED. Z 0 P.T. SILL TE R302.4.2 MEMBRANE PENETRATIONS: zMEMBRANE PENETRATIONS SHALL COMPLY WITH SECTION R302.4.1. WHERE WALLS ARE REQUIRED TO HAVE A FIRE -RESISTANCE RATING, RECESSED FIXTURES SHALL BE INSTALLED SO THATTHE REQUIRED FIRE -RESISTANCE RATING WILL NOT BE REDUCED. j_t2LX=6PTLA `�NNNE &,, Qp Wnsy�tif ��, iq�/ ,. W T y STEM WALL PER Z AP9� `ssir� FOUNDATION PLAN Q W O 2002 Caton Way SW Olympia, Washington 98502 Ph. (360) 915-9142 Drafting@lexarhom es.com © 2017 Copyright by Lexar Homes LLC. All rights reserved. CU = o CV C� Cz o 0 W CN w CN Q CV 00 M = Q 0 C/) W W z � � O O C_-) MO =C- Q �z ¢ �- �� W J X J L.I.J J CL Q p o W z Ci c z w wLn Q mCN PRINT DATE. 3/1/2018 SHEET. F-101 Rt joistflW S stem FDN_-garage (Attached) 3 _ Fes -_Gar; a ouse 4 FDN - Interior Strip Footing 1 * 48" MAX. UNBALANCED BACKFILL * * 48" MAX. UNBALANCED BACKFILL * Scale: No Scale * 48" MAX. UNBALANCED BACKFILL * Scale: No Scale - - - - Scale: No Scale 11.06.17 Scale: No Scale Sheetrock And Insulation NOT `--= �--- -- (2) 2x4 #2 D.F Studs on 3/4" T&G SubFloor -- — 7/16" OSB Sheathing — 7/16" OSB Sheathing — . Required on Exterior Garage Walls, 1/16" OSB Sheathing — — Edge under Top Plate UNO Glued &Nailed — — — —1/2" GWB Drywall — — — — 1/2" GWB Only Warm Walls Require Sheetrock 2x6 Studs @ 16" O.C. — — — 2x6 Studs @ 161, O.C. — — / — .131 x 3" at 8"oc Per SW Schedule 2x6 Studs @ 16" O.C. — — and Insulation. See Detail 3/A-501 R-21 Insulation— — — — �_ 3/4" T&G SuMborl Single Single Top Plate — R-21 Insulation — — — 3/4" T&G SubFloor Glued & Nailed 2x Bottom Plate — — oc Glued &Nailed — — — 16d Nailing at 8" 2x6 PT Bottom Plate Edge Nailing Per — — / Per SW Schedule Edge Nailing Per SW „ 2x Bottom Plate — — SW Schedule lx Filler on top of Sill Plate Schedule (As Required) 9-1/2" I Joist @ 19.2" O.C. @ 19. 1 Joist 1-Bolts @ 12"oc / 9-1/2 I Joist @ 19.2 O.C. � I _ If Sheathing spliced, see Edge Nailing Per _ _ 4" Concrete Slab poured on Grade 4" Concrete Slab Poured on Grade @ 19.2" O.C. SW Schedule for —� Field Locate To of Slab Field Locate Top of Slab R-30 Batt — R-30 Batt Insulation SW Schedule p appropriate connections 2x PT Sill w/ Anchor Insulation Footings and Horizontal _ _ Align Studs with Joists 2x1 Sill Plate Bolts per SW Schedule @ 19.2" O.C. 2x PT Sill w/ Anchor — � � — — _ 2x PT Sill w/ Anchor � Reinforcements Per Schedule Bolts per SW Schedule (1/2" Overhang) Bolts per SW Schedule — #4 Vert Rebar w/ 90' Hook @ on Foundation Sheet (S-101) Stem Walls and Horizontal #4 Vert Rebar w/ 90° Hook @ _ __ #4 Vert Rebar w/ 90' Hook @ - 48" oc. Alternate Hooks Joist Blocking (As Required) — — — 9-1/2" 1 Joist 48" oc. Alternate Hooks (No Vert 48" oc. Alternate Hooks 'ogle -Top P — — — — Reinforcements Per Schedule Stem Walls and Horizontal — Stem Walls and Horizontal - — -- 2x4 Studs @ 19.21, O.C. on Foundation Sheet (S-101) Rebar Required if Mono -Pour) Reinforcements Per Schedule Reinforcements Per Schedule (2) 2x4 #2 D.F. Studs on Footings and Horizontal on Foundation Sheet (S-101) Footings and Horizontal Edge under Top Plate UNO — 2x6 PT Bottom Plate Footings and Horizontal °� on Foundation Sheet (S 101)E — Reinforcements Per Schedule on ** Alternate Option - Use Reinforcements Per Schedule —Reinforcements Per Schedule on Footings and Horizontal — — R Foundation Sheet (hedul 6 mil Black Polyurethane w/ 12" Lap at Joints Foundation Sheet (S-101) Foundation Sheet (S-101) Reinforcements Per Schedule double top plate with studs at 16" O.C. Joists not Reinforcement per 2015 IRC Section R401 Reinforcement per 2015 IRC Section R401 Reinforcement per 2015 IRC Section R401 on Foundation Sheet (S-101) aligned. FDN Holdown Connections Misc- Ufer Ground 7 Frame- Deck Ledger 8 Roof -Cantilevered Porch Cover - 5 6 Scale: No Scale Scale: No Scale Scale: No Scale Scale: No Scale HDU2 may be used in lieu of the LSTH08 / STHD10. Epoxy Vapor Barrier and _ — — — -- R-21 Insulation — APA Rated Sheathing w/ 8d @ 6" edge Install HDU2 to Ufer Ground is to be located on same 7/16" Roof Sheathing - See and 12" field nailing Typ. Verify threaded rod min 8" with Simpson Set-XP for Retro-Fit Wallas Electrical Meter and Panel Siding Per Builder Engineering for Nailing Pattern min (2) �x posts 2x1 Sill Plate _ — — — .148 x 3-1/2 @ 16 oc, LINO Thickness r'th Contractor. installations. Use 1-3/4 edge distance minimum. — Flashing — — — ** Use "RJ" version (1/2" Overhang) _ 04 Rebar to extend 12" \ I Porch Cover Depth Per Plan where Rim Joists o , I past top of bottom plate. Decking — „ I +Standard Overhang ° are present ** Simpson Door Openings are i 9-1/2 I Joist @ 19.2 O.C. Edge Nailing into ssesC° tiR ° o o Strong -Tie 20' ' distanceallowed within PT Joists Per Plan Fascia Truss Blocking, TYP o STHD Corner o ° Cont. Installation between vertical rebar I m ° Horizontal with la �x for Ufer Ground. — — — — r--2x SubF:;scia Qce o , R-49 Blow -In Reba o Studs — • Insulation 20'-LUS28Z w/ #1Ox2-1/2" — PT Sill w/ Anchors 0 SDS Screws, TYP Per SW Schedule I Vented Soffit • o Mlalmum� \ N N J DTT2Z to Floor Joists/Blocking and Attach Ledger to Rim w/ (2) Deck Joists Attached w/ 1/2 1/4"z4 1/2" SDS or 3-5/8" a Threaded Rod. Min (2) - One Within '- :; , ••. •• A35's from truss blocking to top plate J • a . o ��;Found Ledger Lok @ 16 oc 24 of Each Side of Deck Edge H2.5A to Top Plate Typ Each ' Cg Min Rebar ;: Min 3 1/2"from ationAoot/n d @ 24 oc (where truss blocking is -- Truss. Opt: SDWC15600 or Footings and Horizontal required) Length - 30" Edge of FDN g Reinforcements Per Schedule — — TimberLOK Screw It%HDU2 STHD14 Tie #4 rebar to rebar — — — — 1/16 OSB -See Eng — — Use SSTB16 CIP STHD10 & on inside of footing — — J on Foundation Sheet (S-101) for Nailing Pattern Double 2x Top Plate Anchor with HDU2 LSTHD8 Similar Roof -Truss to Top Plate 10 Roof -Gable End 11 Roof - Overframing 9 Scale: No Scale Scale: No Scale Scale: No Scale Ice Barrier - Extend — — Outlookers 48"oc Max 24" over Living Space 7/16" APA Rated Sheathing w/ 8d @ L— 16d @ 16"oc — „ — 8d Edge Nailing @ 6 oc 6" edge and 12" field nailing Typ. Composition Shingles Pre Manufactured Trusses @ 24" O.C. 8d Edged Nailing 15-3/8 Verify Thickness with Contractor. w/ 15# Building Paper entire length of truss D ( (� Q �] � � NOV 2 2 2011 8d Edge Nail — — — J Manufactured CITY OF ANACORTES Truss Cont. Sheathing Cardboard Baffle leaving _ — Sheath Gable End with — — _ PNNE a 1"Air Gap for Ventilation i 1/16" Sheathing 6"oc — Strongback Gablewebs as under overframing �F WASH�� — I— Nailing at edges, TYP Required per Truss Attach 2x6 Flat to °y 12 3/8" Gable End Truss — — — Manufacturer's specs. Each Truss w/ (2) A35's @ 48"oc � � 16d @valleys �0 4� RFCISIE'� 8d Edge Nailing per — — 8d Edge Nailing @ 6110c �SsptVAl-G SW Schedule entire length of truss 8d Edge Nailing — �� � � I H2.5A to Top Plate Typ Each I Simpson A35 Clips @ 24"oc — Truss. Opt: SDWC15600 or Double 2x Top Plate — — J or 10d Toe -Nailing @ 6"oc Flat 2x Blocking w/ TimberLOK Screw I L —R-49 Blow -In Insulation 8d Edge Nailing Vented Soffit— — — � � Siding Per Plan — — — L— Pre Manufactured Trusses — 5/8" GWB on Ceiling @ 24" O.C. See Framing Water Resistive House Wrap — or 1/2" Ceiling Board Edge nail to 2x, attach Plan and MFG Drawings 1/16"Wall Sheathing -See — — — 2x6 Studs @ 16" O.C. Manufactured Truss — —/ — to framing with (2) — Engineering for Nailing Pattern — — —1/2" GWB on Walls Hanger per Truss MFG — 16d @ 24" oc min. ---2x6 Studs @ 16 O.C. UNO I..IJ n O 2002 Caton Way SW Olympia, Washington 98502 Ph. (360) 915-9142 Drafting@lexarhom es.com © 2017 Copyright by Lexar Homes LLC. All rights reserved. F.— C.') = o V) CV C co o W N Ea o0 Q N ap a N = Q O to W W z � � O O LO oV Q M oO W J_ x W a c o W z ♦� c z ACM Q N PRINT DATE. 11/6/2017 SHEET. A-501 1 Frame- Post and Beam Connections 2 Stepped Foundation Wall Scale: No Scale STUDS PER PLAN @ 16" Scale: No Scale ABU44 / ABU46 / _ O.C. U.N.O. ACE44 / ACE46 _ ABU66 / ABU88 F— — — — — — Beam (Size specified on Plans) MST37 ATTACHED TO B.U. /ACE66 _ � STUDS Post (Size — — _ HUC48 / HUCQ410 / HUCQ412 ANCHOR SPACING PER SW — — specified HUC68 / HUCQ610 / HUCQ612 SCHED., MAX 48 O.C. \ \ SHEATHE AND NAIL on Plans) HUC48 use with 48 Beam \ — — PER WALL ABOVE U.N.O. ` I or 3-1/2 x 7-1/2" GLB ° e HUCQ410 use with 4x10 Beam CS16 EA. SIDE OF PLATE _ (LS) STHD HOLD DOWN ° SPLICE, 48" LONG'- PER PLAN I or 3-1/2 x 9 GLB o ` or 3 1 /2 x 10 1 /2"GLB CONT. #4 BAR WITHIN 12" OF _� � . . • • HUCQ412 use with 4x12 Beam TOP OF WALL L — — ANCHORS PER SW — — SCHED., MIN (2) PER I or 31/2 x 12 GLB 18" MIN. SPLICE TYP. — — — 'y PIECE Post Footing (Size Beam (Size HUC68 use with 6x8 Beam � Beam (Size specified on Plans) Post (Size specified on Plans) specified on Plans) specified on or 5-1/2" x 1-1/2" GLB �j 1.5H o P.T. SILL Plans) HUCQ610 use with 6x10 Beam L _ PLATE ACE44 for use with 4x4 Post ABU44 for use with 4x4 Post or 51 /2 x 9 GLB — ` ACE46 for use with 46 Post ABU46 for use with 46 Post or 5-1/2" x 10-1/2" GLB ACE66 for use with 6x6 Post ABU66 for use with 6x6 Post HUCQ612 use with 6x12 Beam —� FIRM UNDISTURBED SOIL OR ABU88 for use with 8x8 Post Note: Provide Solid 2x6 B.U. or 51/2 x 12 GLB STRUCTURAL FILL Post to Beam Connection ABA Post Base Connection Studs at House Connection *Contact General Contractor if size not listed* HUCConnection to House * 480 MAX. UNBALANCED BACKFILL 3 Misc - Water Heater Strapping 4 Frame - Corner Framing 5 Frame - Stair (Base) 6 fro - tai L ding)_ Scale: No Scale Scale: No Scale Scale: No Scale LANDINGS TO BE WIDTH OF STAIRS (MIN.361 BY MIN. 36- DEEP Scale: No Scale Floor Joist Or Landing — — — 2x4 Ledger w/ 1 /2" GWB Per 2015 11.06.11 �(2)10d @ 6"oc — 2x Nailer for Sheathing IRC Chapter 1 — 1" Overhang @ Stair Nose 5-1/2" Min Material Diagonal ,_ I Between Rise and Run o 0 Water Heater = — 3/4" Tread & Riser 1/3 I— CD —Strap Per Plan o Nailing Per Shearwall �— — 2x12 Stringer @ 16"oc 1/3 —Schedule on Upper flight of stairs I— _(. Q Engineering Sheets supported on 3/4" T&G /I A — 7/16" Sheathing 2x Nailer for Sheathing 8d Nailed @ 6" oc at 1/3 2x4 Nailer edges & 12"oc in field. ® Strap Per Plan — Notch Stringer tc CM Rest on Ledger 4" Bollard to _ � � — — — — Double Joist or Beam Protect Appliances Nailing Per Shearwall Schedule _ Framing Anchors from Impact 1' 6" on Engineering Sheets at Stringers to Joist at S 2x12 Stringer— — 9-1/2" 1 Joist @ 19.2" O.C. 2x4 Thrust Block Flexable Connection if Inside Corner Outside Corner — — — Platform Must be anchored to wall — — — required w/ 1 Od @ 6"oc 2x Treads w/ (3) 1 Od Each Stringer Frame - Stairs (Top) 1 8 Frame - Stairs (Railings) Scale: NO Scale Scale: No Scale R311.7.1 Width. Stairways shall not be less than 36 inches (914 mm) in clear width at all points above the permitted handrail height and below the required headroom height. Handrails shall not project more than 4.5 inches (114 mm) on either side of the stairway and the minimum clear Gaurd @ open sided walking width of the stairway at and below the handrail height, including treads and landings, shall not be less than 32 inches (787 mm) where a handrail — -- 1 " to 2-1/2" ---surface (Min 36" Height above is installed on one side and 97 inches (698 mm) where handrails are provided on both sides. Handrail walking surface adjacent to R311.7.5.1 Risers. The maximum riser height shall be 7-3/4 inches (196 mm). The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch (9.5 mm). Risers shall be D stairs per 2015 IRC R312.1.1- vertical or sloped from the underside of the nosing of the tread above at an angle not more than 30 degrees (0.51 rad) from the vertical. Open NOV 2 2011 R312.1.2) risers are permitted provided that the opening between treads does not permit the passage of a 4-inch-diameter (102 mm) sphere. 2 C.0 \ R311.1.5.2 Treads. The minimum tread depth shall be 10 inches (254 mm). The tread depth shall be measured horizontally between the vertical — 3/4" T&G Sheathing �a�o��� planes of the foremost CITY OF ANACORTES oo Gripable Handrail projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed NNNE 6 "Overhang `D the smallest by more than 3/8 inch (9.5 mm). �ti��oE wnsy, F 1 @Stair Nose a\ R311.7.5.3 The Radius of the Curvature at the Nosing shall be not greater than 9/16" (14mm). A nosing projection not less than 3/4" (19mm) and �aoa� not more than 1-1/4" (32mm) shall be provided on stairways with solid risers. The greatest nosing projection shall not exceed the smallest nosing 112 kill 1111 b� projection by more than 3/8" (9.5mm) between two stories, including the nosing at the level of floors and landings. Beveling of nosings shall not exceed 112" (12.7mm) 55160 RForst�� R311.1.8 Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers °�� SS�ONAL G \ R311.7.82 Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top of the flight to a point 1-3/4" Max Rise \ — \ 4 Sphere unable to directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails — LVL _ adjacent to a wall shall have a space of not less than 1-1/2" (38mm) between the wall and the handrails. 1 D" Max Run per plan pass through CZ R311.1.8.3 Required handrails shall be of one of the following type or provide equivalent graspability . CM 1. Type I. Handrails with a circular cross section shall have an outside diameter of not less than 1-1/4" (32mm) and not greater than 2" (51mm). 1 `� 0— See R311.1.5.2 This Page If the handrail is not circular, it shall have a perimeter dimension of not less than 4" (102mm) and not greater than 6-1/4' (160mm) with a Hang Stringers from LVL w/ —� — — —See R311.1.5.1 This Page v cross section dimension of not more than 2-1/4" (57mm). Edges shall have a radius of not less than 0.01" (0.25mm). — — Simpson LSC Adjustable Stringer _ ��, Sphere unable to pass 2. Type IL Handrails with a perimeter greater than 6-1/4" (160mm) shall have a graspable finger recess area on both sides of the profile. The Connector _6 finger recess shall begin with a distance of 3/4"(19mm) measured vertically from the tallest portion of the profile and achieve a depth of not \ through per 2015 IRC R312.1.3 _ less than 5/16" (8mm) within 7/8" (22mm) below the widest portion of the profile. This required depth shall continue for not less than 3/8" 3/4" T&G Sheathing — — (3) 2xl2 Stringers. Max Grade or Floor below (10mm) to a level that is not less than 1-3/4" (45mm) below the tallest portion of the profile. The width of the handrail above the recess shall Stairway width of 48" not be less than 1-1/4" (32mm) and not more than 3-3/4" (70mm). Edges shall have a radius of not less than 0.01" (0.25mm). t/3 W O 2002 Caton Way SW Olympia, Washington 98502 Ph. (360) 915-9142 Drafting@lexarhom es.com © 2017 Copyright by Lexar Homes LLC. All rights reserved. I — CD = O rr Iln CV O o2S o O LJJ CV W � Q CV CO� It N Q LL � O L LJ W Z � L.7 CD O v Iln oc oCD Q ¢Lit Z Z Q d fZ W J >< J W J � f1 Q LJJ In J Q VJ mN PRINT DATE. 11/6/2017 SHEET. A-502 UP UP El E-101 1 MAIN FLOOR ELECTRICAL - 2534 DUPLEX PLAN NOTES SCALE: 1/4 IN = 1 FT A. ALL KITCHEN OUTLETS TO BE ON GFI CIRCUITS B. OUTLETS PLACED PER 2015 CODE BY LICENSED ELECTRICIAN C. BATHROOM OUTLETS TO BE GFCI D. SMOKE DETECTORS SHALL BE 11OV. HARD WIRED WITH BATTERY BACKUP AND SHALL BE INTERCONNECTED. E.15% OF ALL PERMANENTLY INSTALLED LAMPS IN LIGHTING FIXTURES SHALL BE HIGH EFFICIENCY LAMPS (2015 WSEC SECTION R404.1) ENERGY CREDIT OPTIONS CHOSEN 2A: (2) CONTINUOUS OPERATING 30CFM EXHAUST FANS. AIR TIGHT DRYWALL INSTALLATION PER PLAN NOTES H & I 3d: DUCTLESS MINI - SPLIT HVAC SYSTEM W/ ZONAL ELECTRIC WALL HEAT CHOSEN (SEE ELECTRICAL PLAN E-101) 5a: ALL SHOWER HEAD AND KITCHEN SINK FAUCETS RATED AT 1.75 GPM OR LESS ALL OTHER LAVATORY FAUCETS TO BE RATED AT 1.0 GPM OR LESS 5c: HIGH EFFICIENCY (2.0 MIN) ELECTRIC HEAT PUMP WATER HEATER CHOSEN 11.06.1 E-102 1 SECOND FLOOR ELECTRICAL - 2534 DUPLEX SCALE: 1/4 IN = 1 FT LEGEND FOOTNOTES SEE ELECTRICAL SCHEDULE 1. RANGE HOOD TO VENT THROUGH CEILING. DUCTING PENETRATIONS ARE NOT PERMISSIBLE IN 2-HOUR FIRE RATED ASSEMBLIES PER 2015 IRC R302.2 ELECTRICAL SCHEDULE $3 THREE WAY DUCTLESS MINI -SPLIT DUPLEX - CEILING `1 wp DUPLEX (WEATHERPROOF) CO CO DETECTOR SD SMOKE DETECTOR PORCH LANTERN 0 BARE BULB USB JACK 0 FLUSH MOUNT LIGHT rel EXHAUST FAN 80 CFM • CAN LIGHT 220V bi DUPLEX SINGLE POLE TELEPHONE JACK Tv TELEVISION JACK WALL HEATER EXHAUST FAN WALL MOUNT LIGHT ® 220 POWER FOR HEAT PUMP qFC, GFCI N0V 2 2 2017 1 CITY OFgNgCORTES W O 2002 Caton Way SW Olympia, Washington 98502 Ph. (360) 915-9142 Drafting@lexarhom es.com © 2017 Copyright by Lexar Homes LLC. All rights reserved. v = o L~r� L0 N C o2S VIIIIIIIIII' o 0-4 o0 Q ap.a N C7 = Q L6 � o �C4 W W Z LLCM C =v V M o M OJ act O !72, Li Z W J J_ W J Q o z W c� z d' W L1'� Q mN PRINT DATE. 11/6/2017 61,1431 11.06.17 E-101