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PROJECT NOTES
<br /> PROJECT DESCRIPTION • •
<br /> SINGLE STORY'ADDITION TO EXISTING
<br /> REGULATORY 9.ALL WASTE AND REFUGE CAUSED IN CONNECTION 1WTH THE ENERGY CODE SINGLE FAMILY RESIDENCE. ° 'i"" RA'°
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<br /> 1.ALL MATERIALS,WORKMANSHIP,DESIGN AND WORK SHALL BE REMOVED FROM THE PREMISES AND DISPOSED PER SEC 406.2,COMPLIES WITH MINIMUM REQUIRED NUMBER OF a yJ4T 'tl0°
<br /> CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, OF BY THE CONTRACTOR.THE PREMISES SHALL BE LEFT CLEAR ENERGY CREDITS:FOR RESIDENTIAL ADDITIONS LESS THAN 750 SF:0.5 POINTS LOT INFORMATION '--+53256aVard ave nw T^o
<br /> SPECIFICATIONS AND THE FOLLOWING APPLICABLE CODES AND CLEAN.TO THE SATISFACTION OF THE OWNER: PARCEL 00531700301700 m Q Seattle wa 98107 r•'
<br /> F.
<br /> USED IN THE DESIGN: 10.CONTRACTOR SHALL DESIGN AND INSTALL SHORING AS OPTION 5a EFFICIENT WATER HEATING: 0.5 POINT 206 2765761
<br /> • INTERNATIONAL RESIDENTIAL CODE(IRC),2012 EDITION& REQUIRED TO PERFORM WORK. ENGINEERING, WATER HEATING SYSTEM SHALL.INCLUDE ONE OF THE FOLLOWING: ADDRESS:6623 HIGHLAND DR., •
<br /> WAC 5151 CONSTRUCTION,AND.SAFETY OF THE SHORING SHALL BE THE GAS,PROPANE OR OIL WATER HEATER WITH A MIN.SF OF 0.62 EVERETT,WA 98203 •'76
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<br /> • INTERNATIONAL FIRE CODE)IFC),2012 EDITION&WAC 51.54 RESPONSIBILITY OP THE CONTRACTOR. OR • HotI I des�b
<br /> • NATIONAL ELECTRICAL CODE(NEC),2014 EDITION&WAC YENTILIITION ELECTRIC:WATER HEATER WITH A MIN.EF OF 0.93 ZONING:R-2' °
<br /> 29646&010 1.MECHANICAL VENTILATING SYSTEMS IN BATHROOMS, AND FOR BOTH CASES
<br /> • 2012 WASHINGTON STATE ENERGY CODE(WSEC). LAUNDRY ROOMS AND SIMILAR ROOMS SHOULD EXHAUST ALL SHOWERHEAD AND KITCHEN SINK FAUCETS INSTALLED IN THE LEGAL DESCRIPTION:NORTH BEVERLY PARK DIV
<br /> •UNIFORM PLUMBING CODE(UPC,2012&WAC 51-56,51-57 DIRECTLY TO THE OUTSIDE.THE.POINT OF DISCHARGE OF HOUSE SHALL BE RATED AT 1.75 GPM OR LESS.ALL OTHER LAVATORY 2 ELK 003 D.00-LOT 17 ca
<br /> •INTERNATIONAL ENERGY CONSERVATION CODE(IECC),.2012 EXHAUST AIR SHALL BE LEAST THREE FEET FROM ANYFAUCETS SHALLBE RATED AT 1.0 GPM OR LESS. N
<br /> EDTION,WAC 5157 OPENING INTO THE:BUILDING..(2012 IMC 501.2.1) •
<br /> . PROVIDE A PROGRAMMABLE THERMOSTAT FOR THE PRIMARY SPACE RCA:NO co
<br /> SPECIFICATIONS
<br /> PER 150 SF OF ATTIC TO BEVENTED AND ALLOW AT MIN.1"AIR 2. FOR ROOF VENTILATION PROVIDE A MIN.1 SF VENT AREA CONDITIONING SYSTEM PER SEC R403.7.1. PARCEL AREA:0.41 ACRE=17,859.6 SQ FT z 3 c
<br /> 2.A SEPARATE PERMITiabS REQUIRED FOR 2.A MINIMUM OF 75 PERCENT OF PERMANENTLY INSTALLED LAMPS
<br /> GAP BETWEEN INSULATION AND ROOF SHEATHING.
<br /> ELECTRICAL WORK AS APPLICABLE. 0
<br /> 3.FOR CRAWL SPACE VENTILATION PROVIDE A MIN1 SF VENT IN LIGHTING FIXTURES SHALL BE HIGH-EFFICACY LAMPS. IMPERVIOUS SURFACE d^Lj
<br /> 3.A COPY OFTHE APPROVED PERMIT PLANS MUST BE ON THE' . 3..B'SE BAIT INSULATION AT THE ROOF SHALL BE COMPRESSED TO
<br /> !OB SITE DURING CONSTRUCTION. AREA PER 150 SF OF CRAWL SPACE TO BE VENTED. PROVIDE ENOUGH SPACE FOR VENTING. EXISRI SEG IMPERVIOUS SURFACE 3932 SQ FT = >O m
<br /> 4. PROVIDE ACCESS TO CRAWL SPACE OF MIN.SIZE 18"X 24" PROPOSED NEW:564 SO FT o
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<br /> TOTAL IMPERVIOUS SURFACE:4,496 SQ FT
<br /> STAIRS INSULATION R-VALUE: =25% 0 0
<br /> ARCHITECTURAL I.STAIR LANDINGS:THE VERTICAL RISE OF A STAIR SHALL NOT WOOD FRAMED WALLS: 21 Q -a m°50
<br /> 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND HEADERS AT EXT.WALLS: 10 LOT COVERAGE c h o
<br /> EXCEED 12'WITHOUT LANDING.MIN.WIDTH IS 36"FOR STAIR a o
<br /> CONDITIONS OF THE BUILDING AND SITE. IN EVENT OF ANY AND LANDING. FLOORS OVER UNHEATED SPACE: 30 EXISTING: Z C3
<br /> DISCREPANCY BETWEEN CONTRACT DOCUMENTS AND 2, STAIR. RISE AND RUN:MAX:STAIR RISE IS 7 3/4',.MIN.TREAD CEILINGS: 49 (E)HOUSE:1049 SQ FT V
<br /> EXISTING CONDITIONS,OR BETWEEN CONTRACT DOCUMENTS G W 2 w
<br /> IS 10'.MEASURED-AT RIGHT ANGLE TO THE TREAD'S LEADING VAULTED CEILINGS:,s y,JGfB PtE«a52� 38 (E)GARAGE:660 SQ FT
<br /> THEMSELVES,THE GENERAL CONTRACTOR SHALL NOTIFY THE EDGE.THE GREATEST TREAD DEPTH SHALL NOT EXCEED THE `RAp12.al',Lay (E)PORCH:48 SQ FT N m Z
<br /> DESIGNER PRIOR TO PROCEEDING WITH WORK. •o Q
<br /> 2.DIMENSIONS ARE TO FINISHED SURFACE SMALLEST BY MORE THAN 3/8", MINIMUM U-VALUE: TOTAL EXISTING SQ FC 1757 SQ FT=9.83% �i .O n-?�
<br /> WINDOWS: .30
<br /> 3.IN THE EVENT OF FIELD ERRORS OR OMISSIONS,THE 3. HANDRAILS:THERE SHALL BE HANDRAIL ONESIDE OF STAIRS 6
<br /> SKYLIGHTS: .
<br /> GENERAL CONTRACTOR SHALL NOTIFY DESIGNER AND MAKE WITH 4 OR MORE RISERS.HANDRAIL HEIGHT SHALL BE VERTICALLY 50 PROPOSED: N
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<br /> 34"-38"ABOVE THE'STAIR NOSING.HANDRAIL DIAMETER SHALL BE .. OPAQUE DOORS: .30 (N)ADDITION:444 SQ FT m
<br /> NO REPAIRS WITHOUT APPROVAL. - - -- (Nj DECK: 120 SQ FT 0
<br /> 4. DO NOT SCALE CONTRACT DOCUMENTS. 1 1/4"-2",OR IF NOT CIRCULAR,AT LEAST 4", MAX.6 1/4"WITH A T_ - o
<br /> 5.CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAX CROSS SECTION OF 2 1/4".RETURN HANDRAILS TO THE WALL Bi7AD!NG AND DRAINAGE TOTAL PROPOSED LOT COVERAGE:2321 SQ FT Q
<br /> 12.99
<br /> PERFORMANCE AND WEATHERPROOFING OF THE ENTIRE OR A NEWEL POST.HANDRAIL DISTANCE FROM THE WALL SHALL BEL Provisions shot!be made for the control and drainage of surface
<br /> BUILDING,Rg S
<br /> S COMPONENT EQUIPMENT,AND PARTS. AT LEAST 1 1/2". water around buildings by, tens,drain lines,inlets and catch PROTECT TEAM
<br /> 6. CONTRACTOR SHALL PROVIDE WORK AND WORKMANSHIP 4.STAIR ILLUMINATION:ALL EXTERIOR STAIRS SHALL BE PROVIDED basins or other necessary drainage structures and shell ba installed OWNER:
<br /> IN A WAY TO MEET ALL APUCABLE CODES. ILLUMINATION(MIN.1 CF)IN THE IMMEDIATE VICINITY OF EACH where storm water disposal cannot be obtained v:itimut their use o, CRYSTAL&ROBERT GRIFFIN
<br /> 7.CONTRACTOR SHALL COORDINATE ALL TECHNICAL TRADES LANDING. where eres;cn cr.:::;ot b.:prevented by finish grading and plant;ng. 6623 HIGHLAND DR.,EVERETT,WA 98203
<br /> AND SUBCONTRACTORS TO VERIFY MEETING THEIR 5.GUARDRAILS PROVIDE A GUARD WHERE THERE ISA VERTICAL Dry was shall not be installed in areas where the soil is not welt
<br /> REQUIREMENTS AS PART OF THEIR CONTRACT. DROP IN FLOOR SURFACE OF GREATER THAN 3011.THE MIN. drained andjor porous. DESIGNER/APPLICANT:
<br /> 8.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY HEIGHT OF THE GUARD SHALL BE 36"(34"AT STAIRS)ABOVE ALEXANDRA IMMEL RESIDENTIAL DESIGN,LLC PRINT DATE: 9/25/15
<br /> PRECAUTIONS AND THE METHODS,TECHNIQUES,SEQUENCES WALKING SURFACE.OPENINGS IN THE GUARD SHALL NOT 2. Grading shall he provided to insure: 5325 BALLARD AVE NW PROCEDURES REQUIRED TO PERFORM THE WORK.. ALLOW A SPHERE OF 4"TO PASS THROUGH(6"AT TRIANGULAR (a)Diversion of water away from buildings. SEATTLE,WA 98107
<br /> PORTION OF A STAIR). (b)Prevention of standing water and soil saturation detriments! 206.276.5761
<br /> Additional Permits Are Required to structures and lot use. ALEXANDRA@ALEXANDRAIMMELDESIGN.COM
<br /> For This Project To Include: (c)That natural drainage channels or basins are not blocked 0r
<br /> filled. CONTRACTOR:
<br /> ® Plumbing Q Sprinkler Id;Provisions for the disposal of water from a lot RESTORED DESIGN&REMODEL
<br /> El McCftaniot 0 fiTeAfaTm zaa-u¢___ _.._.._ te),Pratec0L.n,oL.ud;.;:.ingp.operly................_.. ._ .--... P.O.BOX 94672,SEATTLE,WA 98146
<br /> CONTACT:CALEB QUICK:206818-4653
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<br /> '11 Electrical
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<br /> P.L.236'-Yi/2"� •03/14/2012 03/74 2 6 �..z
<br /> a 8` s50:00 _ __ STRUCTURAL ENGINEER: (r) O
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<br /> IF.WELDING is NOT POSITIONED AS 11001 0100500 t0 0o designeeII CSES ENGINEERING F-
<br /> t f a 1c IDNIIC.LTE1?O� -ROVED SITE PLAN, and dratmng:ad s red by. • 6311 17th AVE NE SEATTLE,WA98115 z Q
<br /> 1 w, % A NEw SITE L a State Licensed a design CONTACT EVAN APOLIS,P.E:.206369-3984
<br /> SHALL.HE 6UAM1'1- 'Q.
<br /> TED•Ti0 FORT INSPECTIONS WILL ang1 I EPISOEN@GMAIL.COM �•yp��pp SET �/
<br /> BEMIDE ONT.S PROJECT UNTILTHE ICY®S OFa 0
<br /> I r'� 1UL,L-'i 4x TEA*NTMh6ERul $F2AV6t14�GS SHALL W u-
<br /> 1 ri17..� REVISED g(rE.PLAT FUS BEEN APPROV- OUIF MEt.70FCRPPUTiTF.NANCES
<br /> I'_ HOm wl'^ ED BY THE BL LUPfGIPUHLIC WORKS MOUNDS BE LOCATED IN THE FROM' LIST OF DRAWINGS
<br /> (E)RESIDENCE r� ." jump_ DEPTS. 11_ z
<br /> (H PARCH ® 1,D,t e i.,,,2/HFA,,� �• AND SIDE SETBACKS PROPANE TA $ I $E 0114.1.0$SI'"E -
<br /> 1 as Sart -=p " j rc SUREADDITiONAL PENIS Mt 5 CO
<br /> R is ow!.,..,rew.,,,bility to e#SNish and sNlw ai; " NE EVERETT TIRE DEPARTMF A- ARCHITECTURAL AT ALL TIMES.
<br /> I/di r ........zo::u___.:
<br /> / �' ,..perry erten. IR.2'J It7ST^LL.MTIgN. Reay rano sore A1.0 SITE PLAN
<br /> ir % l7�eckN C1509612
<br /> 29'-0" A2.0 BASEMENT FLOOR RI,Address. 6623 HIGHLAND DR
<br /> A BeneMark Is Required On Site I A2.1 MAIN FLOOR PLAN Owner: GRIFFJN ROBERT&CRYSTAL
<br /> oNrrA2°Ro )E)suA TIE TO VPL o:';:d Building.Height I A2.2 UPPER FLOOR PLAIN T.,ant )T N e7
<br /> -,pp: R L 000150aon Me:9/25/2055
<br /> In ASPHALT DRIAY A2.3 ROOF PLAN
<br /> b 208900 ye'.!, • Proposed Use:
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<br /> :+ !. - A3.0 ELEVATIONS
<br /> ' Type awork: SINGLE STORY ADDTN TO EXTG SFR
<br /> 540 SECTIONS /
<br /> -- ._ - I Off Bei Job Set F %anninq oar
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<br /> ' .0 ETAILS
<br /> NDO Reviewed For Permit pate:4'Zz//S By: GO
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<br /> ._.-.7-tz trr/ aaaw• /
<br /> RL 236'-11/2 WINDOW&DOOR
<br /> j.-G'-e1"' a0.51'Y S. STRUCTURAL
<br /> ./ / - � - --.ZZs<.S.z- .._.. __.___ __ ....
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<br /> I I S1.0 GENERAL.STRUCTURAL NOTES.
<br /> .` SITE PLAN S1.1 GENERAL STRUCTURAL NOTES
<br /> 52.0 FOUNDATION&FRAMING PLA
<br /> SCALE1' =20' 52.7 FRAMING PLAN •0
<br /> 52.2 FRAMING PLAN.
<br /> S3.0 FRAMING DETAILS //1I
<br /> S3.1 FOUNDATION DETAILS /
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