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HomeMy WebLinkAboutBLD2013-00217 SFR - BLD Plot / Site Plans - 4/15/2013 ABBREVIATIONS GENERAL NOTES _- ACOUS. ACOUSTICAL H.B. HOSE BIB 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BECOME FULLY AWARE OF ANY AND ACW ALUMINUM CLAD WOOD H.C. HOLLOW CORE ALL CONDITIONS RELATED TO THE SITE AND EXISTING BUILDING CONDITIONS THAT MAY A.D. AREA DRAIN HDWD. HARDWOOD AFFECT THE COST OR SCHEDULING OF CONSTRUCTION ACTIVITIES, PRIOR TO A.F.F. ABOVE FINISHED FLOOR H.M. HOLLOW METAL SUBMITTING A BID. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT A.H.J. AUTHORITY HAVING JURISDICTION HORIZ. HORIZONTAL THE JOB SITE INCLUDING THOSE SHOWN ON RECORD DRAWINGS, AND CONDITIONS AGGR. AGGREGATE HR. HOUR RELATED TO THE LOCATION OF EXISTING UTILITIES AND SERVICES BEFORE AL ALUMINUM HGT., HT. HEIGHT COMMENCING WORK AND BE RESPONSIBLE FOR THE ABOVE. ALL DISCREPANCIES ALUM. ALUMINUM H.W.H. HOT WATER HEATER SHALL BE REPORTED TO THE ARCHITECT IMMEDIATELY. ARCH. ARCHITECTURAL ASB. ASBESTOS I.B.C. INTERNATIONAL BUILDING CODE 2. DO NOT SCALE DRAWINGS OR DETAILS-- USE GIVEN DIMENSIONS. CHECK DETAILS FOR ID R M D ASPH. ASPHALT INSUL. INSULATION LOCATION OF ALL ITEMS NOT DIMENSIONED ON PLANS. DIMENSIONS ON PLANS ARE TO INT.,INTER. INTERIOR FACE OF EXISTING FINISHES, FACE OF NEW STUDS, DOOR AND WINDOW OPENINGS, B BOARD GRIDLINE OR CENTERLINE. U.N.O. NEW DOORS AND CASED OPENINGS WITHOUT BLDG. DG. BUILDING JAN. JANITOR B DIMENSIONS ARE TO BE (4.5") FROM FACE OF ADJACENT WALL ON THE HINGE SIDE OF BMM.. BLOCKING BEAM LAM. LAMINATE DOOR. The B.O. BOTTOM OF LH LEFT HAND 3. THE DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE • • BOT. BOTTOM CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO Driftmier CLG. CEILING MTL. METAL MAX. MAXIMUM DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO C.B. CATCH BASIN M MECHANICAL REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. 4840 SR 302 BELFAIR WA 98584 Architects, CLKG. CAULKING MFR. MANUFACTURER 4. BUILDING SYSTEMS AND COMPONENTS NOT SPECIFICALLY DETAILED SHALL BE PS ' ' CL. CLOSET MH. MANHOLE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. NOTIFY THE ARCHITECT OF CLR. CLEAR MIN. MINIMUM ANY RESULTING CONFLICTS. C.M.U. CONCRETE MASONRY UNIT MIR. MIRROR 7983 Leary Way NE COL. COLUMN MISC. MISCELLANEOUS 5. ALL WORK SHALL CONFORM TO APPLICABLE BUILDING CODES AND ORDINANCES. IN CONC. CONCRETE CASE OF ANY CONFLICT WHEREIN THE METHODS OR STANDARDS OF INSTALLATION OR Redmond, WA 98052 CONT. CONTINUOUS N.I.C. NOT IN CONTRACT THE MATERIALS SPECIFIED DO NOT EQUAL OR EXCEED THE REQUIREMENTS OF THE (425) 881-7506 CPRSN. COMPRESSION NO., # NUMBER LAWS OR ORDINANCES, THE LAWS OR ORDINANCES SHALL GOVERN. CONFORM TO C.S. CRAWL SPACE N.T.S. NOT TO SCALE AGENCY INSPECTOR'S COMMENTS AND CORRECTIONS. NOTIFY THE ARCHITECT OF ALL marl@drlftmler.Com DBL. DOUBLE 0/ OVER CONFLICTS IMMEDIATELY& BEFORE PROCEEDING,AND ESPECIALLY IF INSPECTOR'S 11 /07/2019 DTL., DET. DETAIL O.C. ON CENTER REQUIREMENTS CHANGE OR ADD TO APPROVED PLANS AND CONTRACT DOCUMENTS. D.F. DRINKING FOUNTAIN O.H. OVER HEAD 6. COORDINATE ALL OPERATIONS SUCH AS AREAS USED FOR MATERIAL STORAGE, DIA. DIAMETER PARKING,ACCESS TO AND FROM WORK AND TIMING OF WORK WITH THE ARCHITECT DIM. DIMENSION PERF. PERFORATED AND OWNER. DISP. DISPENSERS P.LAM. PLASTIC LAMINATE ZONING CODE DATA VICINITY MAP DRAWING INDEX .LA DN DOWN PLWD. PLYWOOD 7. THE BUILDING SHALL BE OCCUPIED DURING CONSTRUCTION. MAINTAIN EXITING FROM DR DOOR PR. PAIRIX OCCUPIED AREAS. COORDINATE PHASING PLAN, HOURS OF OPERATIONS, PARKING, ZONING CLASSIFICATION: RURAL RESIDENTIAL(RR)-5 r .- }} DS. DOWNSPOUT P.T. PRESSURE TREATED ETC J' A0.0 COVER SHEET DWG. DRAWING PTD. PAINT . WITH OWNER. 11 P.T.D. PAPER TOWEL DISPENSER ADJACENT LAND USE: NORTH: RR-5 VICTOR RIDGE RD. A2.0 DEMO PLAN J 8. INSTALL DUST BARRIERS, BARRICADES, GUARDS AND OTHER PROTECTION AS REQUIRED SOUTH: RR-5 y A2.1 FLOOR PLAN EA. EACH TO PROTECT OCCUPANTS, INSTALLED FINISHES AND FACILITIES. EAST: RR-5 P�acra'�i�p E VICTOR RD A2.2 FLOOR PLANS E.J. EXPANSION JOINT QUAN. QUANTITY WEST:SHORELINE EL., ELEV. ELEVATION L A2.3 LEVEL 1 RELu FLECTED CEILING PLAN ` 9. SOME ITEMS OR SYSTEMS INCLUDED IN THE CONSTRUCTION DOCUMENTS ARE TO BE ELECT. ELECTRICAL R RISERS A2.4 LEVEL 2 REFLECTED CEILING PLAN Q EMER. EMERGENCY RAD. RADIUS "BIDDER DESIGNED"OR ARE PROVIDED BY OTHERS. THE ARCHITECT AND CONSULTING SETBACK REQUIREMENTS: FRONT:25' MAX, 15' BACK FROM OHWM*OR ENGINEERS WILL REVIEW ALL BIDDER DESIGN SUBMITTALS AND WILL DETERMINE IF THE IN LINE WITH ESTABLISHED RESIDENCE r A2.5 ROOF PLAN d" E.P. ELECTRICAL PANELBOARD R.D. ROOF DRAIN SUBMITTAL IS IN CONFORMANCE WITH THE GENERAL DESIGN CONCEPT. THIS REVIEW SIDE:20'-0" a' A3.0 BUILDING ELEVATIONS EQ. EQUAL REF. REFRIGERATOR DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO CONFORM TO THE REAR:20'-0" A3.1 BUILDING ELEVATIONS O , EQPT. EQUIPMENT REINF. REINFORCED, REINFORCING REQUIREMENTS OF ALL CODES AND THE CONSTRUCTION DOCUMENTS. THE (E), E. EXISTING REQ. REQUIRED o A4.0 BUILDING SECTIONS00 EXIST. EXISTING RH RIGHT HAND CONTRACTOR SHALL COORDINATE THE PLACEMENT OF BIDDER DESIGNED ITEMS WITH MAX BLDG HEIGHT: 35'-0" IF STRUCT. IS<49'-0" FROM OHWM S S G G THE STRUCTURAL SYSTEM AND FRAMING. CONFLICTS SHALL BE BROUGHT T THE - - " FROM OHWM e- �,, o_ A4.1 WALL SECTIONS OUG O 45' 0" IF STRUCT. IS>50' 0 Y EXPO. EXPOSED RM. ROOM p A6.0 STAIR SECTIONS EXT. EXTERIOR R.O. ROUGH OPENING ARCHITECTS ATTENTION PRIOR TO BID AND THE REQUIRED MODIFICATIONS INCLUDED p cJ > Lu IN THE BID PRICE. MAX LOT COVERAGE ALLOWED: 60% `� Q E.I.F.S. EXT. INSUL. FINISH SYSTEM S.A.M. SELF ADHERED MEMBRANE ° S100 GENERAL STRUCTURAL NOTES FDN. FOUNDATION S.C./SC SOLID CORE 10. ALTERATIONS TO THE HVAC, PLUMBING AND ELECTRICAL SYSTEMS SHALL BE BY BIDDER IMPERVIOUS AREA 9,509 SF= 10.75/° m. F.E. FIRE EXTINGUISHER SF, S.F. SQUARE FEET DESIGN CONTRACTOR. GENERAL CONTRACTOR WILL NEED TO COORDINATE WITH r S101 GENERAL STRUCTURAL NOTES THESE CONTRACTORS AND SECURE PERMITS. LOT COVERAGE: sr, ez S102 SHEAR WALL&HOLDI)WN SCHEDULES !' F.E.C. FIRE EXTINGUISHER CABINET SH. SHEET a=, F.F. FINISH FLOOR SHEATH. SHEATHING LOT COVERAGE BY BLD: 2,687 SF=3.03% C3 S200 FOUNDATION PLAN 11. CONCEPTUAL BIDDER DESIGN INFORMATION IS INCLUDED THROUGHOUT THE PAVED AREA 5,035 SF=5.7% F.H. FIRE HOSE SHLF. SHELF { ' pFCIECY H,G��p�.IDER�R S201 SECOND FLOOR FRAMING PLAN ARCHITECTURAL DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR DECKS 1,748 SF= 1.9% FIN. FINISH SIM. SIMILAR E S202 THIRD FLOOR FRAMING PLAN FL. FLOOR SPEC. SPECIFICATION TO CHECK WITH THE ARCHITECTURAL DRAWINGS BEFORE INSTALLATION OF THEIR TOTAL PERVIOUS AREA: 78,921 SF=89.24% WORK. ANY DISCREPANCY BETWEEN THE ARCHITECTURAL DRAWINGS AND ANY TOTAL SITE AREA 100% S203 ROOF FRAMING PLAN uj FLASH. FLASHING SQ. SQUARE CONSULTING ENGINEER(S) OR OTHER SUPPLEMENTARY DRAWINGS SHALL BE BROUGHT S300 STRUCTURAL DETAILS U J FLUOR. FLUORESCENT ST STAIN/STAINED TO THE ARCHITECT'S ATTENTION BY WRITTEN NOTIFICATION FOR CLARIFICATION. ANY PARKING REQUIRED MIN: PARKING PER 17.08 OF MASON COUNTY S301 STRUCTURAL DETAILS F.O. FACE OF STD. STANDARD STRUCTU RAL DETAILS WORK INSTALLED IN CONFLICT WITH THE ARCHITECTURAL DRAWINGS SHALL BE 1 PER DWELLING UNIT Z W F.O.C. FACE OF CONCRETE STL. STEEL S302 F.O.F. FACE OF FINISH STOR. STORAGE CORRECTED BY THE CONTRACTOR AT HIS/HER OWN EXPENSE AND AT NO EXPENSE TO S400 EAST ELEVATION &STRONG WALL DETAILS F.O.I.C. FURNISHED BY OWNER AND STRUCT. STRUCTURAL THE OWNER OR ARCHITECT. PARKING PER 17.04.216 OF MASON COUNTY INSTALLED BY CONTRACTOR SUSP. SUSPENDED 2 SPACES PER LOT - ■% F.O.1.0. FURNISHED BY OWNER AND 12. THIS PROJECT CONTAINS GLAZING THAT WILL BE SUBJECT TO FEDERAL AND LOCAL Q O INSTALLED BY OWNER T TREADS GLAZING STANDARDS AND THE GLAZING SUBCONTRACTOR SHALL BE RESPONSIBLE FOR OHWM*=OVERALL HIGH WATER MARK N F.O.S. FACE OF STUDS TEMP. TEMPERED ADHERENCE TO THESE REQUIREMENTS. IF THE GLAZING SUBCONTRACTOR FINDS M F.O.W. FACE OF WALL T.S. TUBE STEEL ANYTHING IN THE DOCUMENTS NOT IN COMPLIANCE WITH THE STANDARDS, HE/SHE FPRF. FIREPROOF T.P.H. TOILET PAPER HOLDER SHALL PROCEERING DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT BEFORE DING NO CLAIMS FOR EXTRAS OR COMPLYING WITH THE STANDARDS WILL BE BUILDING CODE DATA PROJECT DATA PROJECT DIRECTORY Cl, oc F.R.T. FIRE RETARDANT TREATED TYP. TYPICAL ENTERTAINED REGARDLESS OF THE CONTENT OF THE DRAWINGS AND SPECIFICATIONS. F.S. FLOOR SINK BUILDING CODES: 2015 INTERNATIONAL RESIDENTIAL CODE PROJECT ADDRESS: 4840 SR 302 FT. FOOT OR FEET U.N.O. UNLESS NOTED OTHERWISE OWNER CONSULTANTS: 0 FTG. FOOTING 13. NEW CEILINGS AND EXISTING SUSPENSION SYSTEMS SHALL BE STABILIZED AGAINST BELFAIR,WA 98584 DIANE TICE& MIKE TICE FURR. FURRING V.B. VAPOR BARRIER LATERAL SEISMIC MOVEMENT IN ACCORDANCE WITH CODE REQUIREMENTS. PROVIDE OCCUPANCY GROUP (PER IBC 302): R-3 4840 SR 302 STRUCTURAL: LIGHTING TIE WIRES PER CODE. PARCEL NUMBER: 12228-24-00060 BELFAIR,WA 98584 L2 ENGINEERS M GA. GAUGE W.C. WATER CLOSET CONSTRUCTION TYPE (PER IBC 602): V-B P: 17848 NE 198TH PLACE w GA. GALVANIZED W.CD. WOOD 14. CONCEAL TO THE GREATEST EXTENT POSSIBLE PIPE, CONDUITS, DUCTS, VENTS, ETC. PARCEL DESCRIPTION: TR 6 OF GOVT LOT 2&TAX 129-G &712-G S CONTACT:DIANE TICE WOODINVI98T WA PLACE uj GAL GLASS W/ WITH ALL SUCH LINES SHALL BE CONCEALED OR FURRED AND FINISHED, UNLESS NOTED AS ALLOWABLE HEIGHT(PER TABLE 504.3): 40'-0" 44/51-52 EMAIL:dT:DI NE TICS P: (206) MILE, 51-2346 GL GLAZED/GLAZING W/O WITHOUT EXPOSED CONSTRUCTION IN DRAWINGS. OFFSET STUDS WHERE REQUIRED SO THAT CONTACT: BRIAN LOSHBOUGH G.L.B. GLUE LAM BEAM WP. WATERPROOF OR FINISHED WALL SURFACES WILL BE FLUSH. PAINT OR FINISH ALL EXPOSED EQUIPMENT& PROPOSED HEIGHT: 32'-11.5" (LEVEL 1 TO TOP OF ROOF) SITE AREA: 88, 427 SF (2.03 ACRES) LOCAL JURISDICTION EMAIL:CT: BRa L2Engineers.com ELEMENTS. G.S.B. GYPSUM SHEATHING BOARD WATERPROOFING UNINCORPORATED MASON COUNTY GWB GYPSUM WALL BOARD WRB WATER RESISTANT BARRIER ALLOWABLE AREA (PER TABLE 506.2): UL BUILDING AREA: 2,290 SF(EXISTING) 615 W.ALDER ST. GYP GYPSUM WSCT. WAINSCOT 15. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR STRUCTURE AND 3,344 SF (NEW) SHELTON,WA FM STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN PROPOSED AREA: 3,344 SF 5,634 SF(TOTAL) P: (360) 247-9670 ACCORDANCE WITH THE PLF.NS. CONTACT:COMMUNITY _ FIRE SUPPRESSION: SPRINKLERS NOT REQUIRED PER TITLE 14 NUMBER OF STORIES: 2 STORIES (EXISTING) DEVELOPMENT/PLANNING 16, ALL WOOD FRAMING DETAILS AND CONNECTIONS (SHOWN AND NOT SHOWN) SHALL BE MASON COUNTY BUILDING CODE, 14.17.110 3 STORIES (NEW) SYMBOLS DIRECTORY CONSTRUCTED TO CODE STANDARDS. ALL LIGHT GAUGE METAL STUDS AND FRAMING APPLICANT/ARCHITECT (SHOWN AND NOT SHOWN)SHALL BE INSTALLED PER THE STANDARDS AND DETAILS SEISMIC ZONE: ZONE D BUILDING HEIGHT: 32'- 11 1/2" (GRADE TO TOP OF ROOF) THE DRIFTMIER ARCHITECTS, P.S. -- PUBLISHED BY THE STEEL STUD MANUFACTURER'S ASSOCIATION. 7983 LEARY WAY NE 1 1 REDMOND,WA 98052 GRIDLINE BUILDING 8 3 8 3 17. ALL WOOD IN DIRECT CONTACT WITH CONCRETE, OR EXPOSED TO WEATHER, OR P:REDM DM 88?-7506 SECTION GIRDERS LESS THAN 18"FROM GRADE SHALL BE PRESSURE TREATED WITH AN CONTACT:LEE DRIFTMIER APPROVED PRESERVATIVE &SHALL BE IDENTIFIED WITH THE STAMP OF THE AMERICAN EMAIL:CT:lee LEiftDRIF om WOOD PRESERVERS INSTITUTE. USE BUILDING PAPER P JOIST ENDS TO PREVENT WALL 1 MATCH LINE CONTACT WITH CONCRETE. SECTION 8.3 18. FIRE BLOCKING SHALL BE PROVIDED AT MID-HEIGHT OF ALL STUD WALLS AND SCALE PARTITIONS 1 INTERCONNEVER 10 FT. IN HEIGHT,AT THE CTIONS ONS BETWEEN VERTICAL AND IHORIZONTAL LING AND O PACES SUCH AS OCCUR AT OR LEVELS, AT ALL SITE PLAN N 1"=20'-0" ELEVATION INTERIOR SOFFITS, DROP CEILINGS AND COVE CEILINGS, AND AT 10 FT INTERVALS AS REQUIRED. MARK - ELEVATION A5.0 2 IMPERVIOUS AREAS: EXISTING NEW-ADDITIONAL NEW-TOTAL - 19. SHOULD A BIDDER FIND DISCREPANCIES IN, OR OMISSIONS FROM, THE DRAWINGS, BUILDINGS 2,640 SF BUILDINGS 47 SF BUILDINGS 2.687 SF ` SPECIFICATIONS OR OTHER CONTRACT DOCUMENTS, OR BE IN DOUBT AS TO THEIR / / / DRIVEWAYS 4,127 SF DRIVEWAYS 0 SF DRIVEWAYS 4,127 SF MEANING, HE/SHE SHOULD AT ONCE NOTIFY THE ARCHITECT IN WRITING, WHO WILL / 1 1 / / PARKING 326 SF PARKING 0 SF PARKING 326 SF RETAINING WALL - . ` �` REVISION SCHEDULE DETAIL Al 0 REVISION SEND WRITTEN INSTRUCTIONS OR ADDENDA TO ALL BIDDERS. IF CLARIFICATIONS ARE / PATIOS/WALKS 582 SF PATIOS/WALKS 0 SF PATIOS/WALKS 582 SF (E) -� MARK NOT PROVIDED,THE BIDDER MUST INCLUDE IN THE BID THE MORE EXPENSIVE ROOF OUTLINE, i - OTHERS 1,527 SF DECKS 257 SF DECKS 1,784 SF f _ ALTERNATIVE ITEM, PRODUCT, SYSTEM, METHOD, APPROACH, ETC. NEEDED TO / N FURTHEST PROJECTION ACCESS POINT NO. TYPE REVISION DATE r TOTAL 9,202 SF TOTAL 304 SF TOTAL 9,506 SF 7�' COMPLETE THE WORK. / / �0 I NEW CONC. PATHWAY '``�lao� ' (E) FENCE ty,� - _- _-�- -e _-tea- (✓�. DETAIL 1.0 � _ J CENTERLINE _ _ _ _ _ , _ . �.� l_ 305'-7" PROPERTY LINE -�� _�_®�:- _-� _ �-�� :_ �cu ��r✓r� t _ - ENERGY CODE = - -=• :� - o CD - - - N ENERGY CREDITS PER TABLE 406.2.1.5 2.5 CREDITS ARE REQUIRED FOR THIS PROJECT. h. SACK NEW Q WINDOW A NEW& / MARKER O EXISTING 3b HIGH EFFICIENCY HVAC 3b 1.0 CREDITS (E) FOOTPRINT Q NEvu ADD(TJON h IRSca4k EXISTING N <.}.,:; o o o 0 0 0 P CONTOURS 4 HIGH EFFICIENCY HVAC DISTRIBUTION SYSTEM 1.0 CREDITS J ' / OF HOUSE 3, �4 SF f (_)$TONE - 122'-1 1!2" o_ • 5c EFFICIENT WATER HEATING 5d 1.5 CREDITS 2 ovo '^ / `Jc,� �o E GATE PARTITION A CUT LINE TOTAL CREDITS 3.5 CREDITS m f o/ m I z I ' (E) GRr4VEL SURFACE ?� �- 711 ISSUE: PERMIT SET TYPE _ i - - - - - _ (E) F.�NCE 1 -o I o 0 o N (Ej DECK/ � L pS- / m 1 m ISSUE DATE: 11/07/2019 CC 1 Q ®_® dci`' /yj r DRAWN BY: FP 2 L - 0 3-SF � o DOOR EXTERIOR Z 20: / Z A3.0 s PROJECT MAMA ER:G_ _ LRD 4 _ _ _ _ _ _ .PARTIALLY, _ / m NUMBER O ELEVATION SEPARATE O R DEFERRED PERMITS (E, CAR (E)SHED / _ _ I I NEW DECK (335 S- _REPLAGED PORT 5'-O'_REQUESTED SETBACK IMPERVIOUS:, _ - PROJECT NUMBER: 21908 THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED EXCEPT FOR / / PARTIALLY REPLA ED - - - o-Mw - CONC E E ( o �' THE BUILDING PERMIT. THESE MAY INCLUDE BUT MAY NOT BE LIMITED TO: IMPERVIOUS AREA PLUMBING ! BULK HE D ��' I' = --r - O RETAINING WALL SHEET NAME: FIXTURE "` e ELECTRICAL&LIGHTING / �/ / - - - -- _ j � "' TAG PLUMBING41 //- - - - '�' PROPER (E) PROPANE (E) FENCE Q • MECHANICAL / - 344-0 TANK N COVER SHEET NEW& RELOCATED (E) PLANTER FIRE APPARATUS ACCESS ROAD NOTES: GEOLOGICAL CONDITIONS: &; LEGAL DESCRIPTION PROJECT DESCRIPTION HVAC UNITS BORDER � 1) CONCRETE DRIVING SURFACE 1) SLOPE STABILITY: STABLE SLOPE ,- RELOCATED SEWER ACCESS 2) DRIVEWAY GRADE<14% 2) LANDFORMS- DNR 2009:2-MODERATE 0) TR 6 OF GOVT LOT 2&TAX 129-G &712-G S 44/51-52 - DEMO EXISTING GARAGE AND PORCH. 3) HOUSE NUMBERS DISPLAYED PER 14.28 SHEET NUMBER: T TICE RES NC 0 -THREE LEVEL ADDITION INCLUDING GARAGE ON BOTTOM LEVEL AND OVERHANGING N STRUCTURE ABOVE EXISTING ROOF. A0.0 PERMIT SET d" 1 2 1 2 '1 - 33'- 8" (VERIF`O VERIFY W\IDOW INFILLING WITH OWNER - EXISTING WINDOW TO REMAIN �— INFILL WINDOW A 2 I - I " I - II I I - I II - II I - I I x I , I C II I 0 = WALL TO REMAIN — I ��- ��� WALL MOUNTED WATER EA ERS C : = STRUCTURE TO BE DEMOLISHED/REMOVED DEMO WINDOWS AND DOOR, I _ HEADER TO REMAIN TOILET SINK WITH COUNTER L - J COUNTER The I I'- 5 3/4" SHOWER KEGERATOR ' _ z Dr iftmier a REFRIGERATOR I I� � EXISTING STEEL POSTS TO`REMAIN i i I I p 7 ■ SINK Ar tect►J � 1 1J I I I I I II II I II II II II r` COMPACT � BATHROOM \ I I O I I I I I II ii i ii ii II i I I DISHWASHER EXI5TING BEAM TO REMAIN II I SITTING ROOM U I I I I u l u u u n l I I O T W 7983 Leary Way NE I I I I I I II I II II II II I I I ~ INFILL DOOR — — — — — — — — — -� - -� J I 9 Redmond, WA 98052 / I i II II STORAGE LU 11 (425 ) 881 - 7506 � 3-o �- _ - `� ��I II III 14 FOLDING NANAWALL(EXTERIORSTACKING), mailC dr iftmier ..CCITT VERIFY EXISTING CONDITION FOR OPENING REMOVE (3) EXISTING I a I � ICI I SIZE. ALUM FRAME U-VALUE .4�D MAX. CENTER WALL BELOW BEAM I CLOSETO STEEL POSTS -ALUM FRAME 5HGC .40 MAX G'-10" 31-10 3/411 EXISTING BEAMS EXISTING WINDOW I - - - - - I� EXI TING BEAM TO REMAIN EXISTING WINDOW _ TO REMAIN I f - - - - - -� I TO REMAIN I I DEEP FOOTINGO"X I'-0" DEMO EXISTING BEAM 13 I - - EXISTING STAIRS TO REMAIN `I NEW 2'-0"X 2'-0"X I'-0" I 1 I I I I DEEP FOOTING W/(2)#4 © N HVAC CLOSET O \ - -flt / - U I 1 I I I EW BOTTOM00 I - - -� SINK i 1 DEMO BEAM I I I I I - _ I I I POWDER ROOM I 1 I I I I Q EXISTING BEAM TO REMAIN f INFILL I I I 1 I 4'-4 I/2' 0 3I'-G" o -\ / DEMOLISHED 3'-10 3/4" {l r c^ DOOR. INSTALL Q III / III I I-I INSULATION TOILET EXTEND NEW PARALLAM - - I LINEN CL05ET BEAM OVER HALLWAY PER CODE ADDITIONAL POST MAYS NEEDED LU LL. N NEW 4X4 POST O Uj g - - - 12 G X I I II I it I II I X X I " f- {" LU INFILLWINDOW EXISTING WINDOW G.-10 m G-0 I/2 3-0 3-5 I/4 2-3 I/2 3'-10 G-8 3/4 3 . m PER OWNER TO REMAIN z I I N 0 SCALE `�' I I O I OFFICE Z D 10 PLAN N 1/411 = 11-011 � 3 m I I LU - L. — J LOCATE WALL TO ENCLOSE POST 1 . FOR EXISTING INTERIOR WALLS TO BE DEMOLISHED, DEMO NEW 2-0 X 2-0 X I -0 — Q DEEP FOOTING W/(2)#4 TO FRAMING AND CONTACT ARCHITECT TO VERIFY STRUCTURAL EW BOTTOM I EXISTING STEEL P05T TO REMAIN Ld DESIGN. (2)51MP50N H2.5 ANCHORS I Cb 2. CONFIRM REUSE OF DOORS AND PLUMBING FIXTURES WITH (I EA MASTER BEDROOM OWNER. SIDE, STAGGERED) @ 32"o.c, _ EXI5TING BEAM REMAINING NEW I'-G"X I'-G"X 1'-0' TOILET DEEP FOOTING W/(2)#4 EUf BOTTOM ¢s w EXI5TING FLOOR/CEILING FRAMING 15 2X8 @ I G O.C. r , NEW 4X4 POST — SCALE �'S I 40"1 4 NEW WINDOWS TO FIT IN EXI5TING OPENING, VERIFY 0 MASTER BATHROOM DEMO NOTES 12" II-011 1 EXISTING CONDITION FOR OPENING SIZE. 3/1 . 4NEW 5DIM SX Q -ALUM FRAME U-VALUE; .40 MAX. FLOOR PLAN NEW H55 X 4 X i/4 2 X HF#2 RJP D LEDGER EA VERTICAL. - SID W/ �* -ALUM FRAME SHGC: .40 MAX 1 . ALL NEW INTERIOR WALLS ARE 2X4 FRAMING, EXCEPT AT [FLAT] -NON METAL FRAMED WINDOWS U-VALUE: MAX 20 NEW HSS 4 X G X (1) OW 51MP5 N TB 14GO-EA NEW I'-G'X I'-G"X I'-0" " SINK I PLUMBING LOCATIONS WHERE 2XG FRAMING IS REQUIRED. 5/8" BEAM PER PLAN SELLU -NON METAL FRAMED WINGOWS SHGC: .40 MAX DEEP FOOTING W/(2) #4 . 3/I G. 4 DIM IS VERTICAL. GWB ON BOTH 51DE5 OF WALLS. @ 32"o c. EW BOTTOM _r 3 TE TAP ING SORE 2. SMOKE DETECTORS TO BE INSTALLED PER COUNTY'S r , 16 MASTER CLOSET REQUIREMENTS. (E) 4 X 12 BEAM NEW 4X4 POST TO �� Driffn)ier PROVIDE TEMPORARY /_ BE REMOVED I 2'-G 314" 5'-3 1/4" 71-9 7/811 I OF ASHINGTON EXI5TING BEAM L , SHORING EACH SIDE OF TO REMAIN I THIS DOCUMENT REPRESENTS A PROPRIETARY DESIGN (E) OWNED BY THE ARCHITECT AND SHALL NOT BE USED ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECTOR FOR SCALE 4 X 12 PRIOR TO EXISTING FLOORING AND FIREPLACE TO REMAIN I COMPLETION OF THIS PROJECT BY OTHERS EXCEPT BY FLOOR PLAN NOTES 15 REMOVAL DETAIL A SINK I PRIOR AGREEMENT IN WRITING. II I II 12 = I —0 I i ,., ' Revision Schedule 1 1/211= 11-011 1/4" END PLATE I `r I NO. TYPE REVISION DATE DOOR SCHEDULE _ — — _ — — — DOOR DOOR — NUMBER WIDTH HEIGHT NOTES lY,� w NEW 4X4 P05T TYP G G 8 �a t 1 I - 3 2' 4" G' 8" _ I 4 3' - 0" G' - 8" ALUM SYSTEM: U-VALUE .40 MAX. N INFILL WINDOW STEEL: U-VALUE .GO MAX 5 21 - G" G' - 811 NEW H55GX4X 114 - G 21 - G'1 G' - 811 [FLAT] = EXI5TING WALL TO REMAIN ' v 7 2' - G" G' - 811 BEAM PER PLAN (WOOD - p, r� g _ 8 3' - 0" G' - 8" SIDE N U = NEW WALL �zl ;,1� ��';"1,`4.F� ISSUE DATE: 03/22/1 3 9 2' - G" G' - 8" PLATES OMITTED FOR _ I/4"X 3" PLATE EA SIDE r� [ 1 " 1 11 CLARITY) W/ Apk 1 J 2013 DRAWN BY: LRD 10 2 - G G - 8 11 31 - 011 71 - 011 (2) 5/8"dTHRU BOLTS CHECKED BY: RPD 12 21 - G" G' - 81j 13 2' - G" G' - 811 _ , _ DETAIL B �-Lt�Z � PROJECT NUMBER 14 G 0 7 O EXI STO G OPENING W5 SYSTEM TO FIT WITHIN � 21301 [NOTE: CONNECTION 51MILAR AT co 1. VERIFY REU5E OF DOORS WITH OWNER. CENTER POST] 2. VERIFY SIZE, TYPE AND FINISH OF NEW DOORS WITH OWNER, SHEET NUMBER Sri Cn 0 SCALE SCALE N SCALE 1 A2 O N DOOR SCHEDULE NO SCALE (20 SEAM SECTION I „211 = II.0., 16 BASEMENT REMODEL PLAN 112