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HomeMy WebLinkAboutBLD2021-00326 - CANCELLEDold sfr to be demo build new SFR in place of old Jun 01 2021 Jun 01 2021 REVISED 09/05/2021 May 26 2021 May 26 2021 May 26 2021 May 26 2021 May 26 2021 May 26 2021 May 26 2021 May 26 2021 May 26 2021 May 26 2021 4800 3850 8650 40 40 May 26 2021 2187 2187 720 4498 5218 7405 15 May 26 2021 REVISED 09/05/2021 REVISED 09/05/2021 REVISED 09/05/2021 RECEIVED BY DCD 10/13/2021 RECEIVED BY DCD 10/13/2021 RECEIVED BY DCD 10/13/2021 RECEIVED BY DCD 10/13/2021 RECEIVED BY DCD 10/13/2021 RECEIVED BY DCD 10/13/2021 RECEIVED BY DCD 10/13/2021 RECEIVED BY DCD 10/13/2021 RECEIVED BY DCD 10/13/2021 RECEIVED BY DCD 10/13/2021 RECEIVED BY DCD 10/13/2021 RECEIVED BY DCD 10/13/2021 RECEIVED BY DCD 10/13/2021 RECEIVED BY DCD 10/13/2021 RECEIVED BY DCD 10/13/2021 RECEIVED BY DCD 10/13/2021 RECEIVED BY DCD 10/13/2021 RECEIVED BY DCD 10/13/2021 RECEIVED BY DCD 10/13/2021 RECEIVED BY DCD 10/13/2021 RECEIVED BY DCD 10/13/2021 RECEIVED BY DCD 10/13/2021 RECEIVED BY DCD 10/13/2021 RECEIVED BY DCD 10/13/2021 RECEIVED BY DCD 10/13/2021 RECEIVED BY DCD 10/13/2021 RECEIVED BY DCD 10/13/2021 RECEIVED BY DCD 10/13/2021 RECEIVED BY DCD 10/13/2021 RECEIVED BY DCD 10/13/2021 RECEIVED BY DCD 10/13/2021 RECEIVED BY DCD 10/13/2021 RECEIVED BY DCD 10/13/2021 RECEIVED BY DCD 10/13/2021 RECEIVED BY DCD 10/13/2021 =2X6 WALL - FULL HEIGHT WALL PER PLAN - STUDS SPACED AT 16" O.C. - PROVIDE R-23.5 BIBS INSULATION ON EXTERIOR WALLS. PROVIDE 1/2" DRYWALL OR 7/16" OSB AS REQUIRED. FF LLOO OO RR PP LL AANN NN OO TT EESS DDEE TT AA IILL ALL HEADERS ON EXTERIOR WALLS TO BE INSULATED W/ 2" R-10 RIGID FOAM OR EQ. WHERE ABLE. USE 3-1/2" OR 3-1/8" WIDE HEADERS WHENEVER POSSIBLE TO ACCOMPLISH THIS. A-02 1 PROVIDE LANDING (BY OTHERS) AT MIN. 36" DEPTH BY FULL WIDTH OF DOOR. LANDINGS OVER 36" ABOVE GRADE REQUIRED GUARD PER 2018 IRC. 2 PROVIDE 18" X 24" OPENING FOR CRAWL SPACE ACCESS. PLACE OPENING BETWEEN FLOOR JOISTS. ACCESS TO UNDER FLOOR SPACE PER 2018 IRC SECTION R408.4 3 PROVIDE A MIN. 22" X 30" ROUGH OPENING FOR ATTIC ACCESS W/ TIGHT FITTING DOOR THAT IS BACKED W/ INSULATION. PROVIDE DROP DOWN LADDER ACCESS. 4 SELF CLOSING 1-3/8" SOLID CORE (20 MINUTE) FIRE DOOR. 5 INSTALL RECESSED DRYER VENT BOX BEHIND DRYER. DRYER VENT TO RUN INTO FDN TYP. U.N.O. 6 PROVIDE 1/8" HARDBOARD W/ FSK PAPER OR EQUIVALENT MOISTURE RATED BOARD BEHIND ALL TUBS & SHOWERS AT EXTERIOR WALLS FOR FULL 6- SIDED INSULATION INSTALL. 7 PROVIDE 5/8" TYPE-X GWB ON HOUSE/GARAGE COMMON WALLS AS REQ. 8 PROVIDE CONTINUOUS HANDRAIL ON AT LEAST ON SIDE, FULL LENGTH OF STAIRS W/ RETURNS AT EACH END. TOP OF HANDRAIL SHALL BE NOT LESS THAN 34" & NOT MORE THAN 38" ABOVE NOSING OF STAIRS. 11 THE ENCLOSED USABLE SPACE UNDER STAIRS TO BE ONE-HOUR FIRE-RESISTIVE CONSTRUCTION AT WALLS & CEILING APPLIED AT THE STAIR UNDERSIDE. FIRE BLOCK BETWEEN STRINGERS & ALONG RUN BETWEEN STUDS. 12 A-07.1 A-07.1 GGEE NN EE RRAA LL FF RRAA MM IINN GG NN OO TTEE SS TYPICAL FLOOR FRAMING CONSISTS OF 3/4" (OR EQUIVALENT) T&G APA RATED SHEATHING (SPAN RATING 48/24) OVER I-JOISTS PER PLAN. A FIRE BLOCKING IS REQ. AT ALL PENETRATIONS AT THE WALLS & PLATES INCLUDE: PLUMBING, ELECTRICAL & MECHANICAL PENETRATIONS. FIRE BLOCK AT MIN. 10' O.C. HORIZONTALLY IN WALL CAVITIES. B U.N.O. NAIL ALL TOP PLATES TOGETHER W/ 10D NAILS AT 12" O.C. & AT SPLICES W/ 10D NAILS AT 6" O.C. LAP SPLICES A MIN. OF 48" TYP. NAIL ALL BOTTOM PLATES TO FLOOR SHEATHING & MUDSILL W/ (2) 10D NAILS AT EACH STUD BAY. NAIL ALL OSB SHEATHING W/ 8D NAILS AT 6" O.C. ON EDGE & 12" O.C. IN THE FIELD U.N.O. EXTERIOR STUDS MUST BE SPACED AT 16" O.C. C WHERE POSTS OCCUR PROVIDE SOLID VERTICAL GRAIN BLOCKING SOLID THRU FLOOR TO MATCHING SUPPORTS U.N.O. D PROVIDE (2) BEARING (TRIMMER) STUDS BELOW EACH END OF ALL HEADERS, BEAMS & GIRDER TRUSSES 6'-0" IN LENGTH & OVER U.N.O. E USE 5/8" SHEETROCK OR 1/2" SAG-RESISTANT AT CEILING PER 2018 IRC SECTION R702.3.5 & TABLE. F SEE ENGINEERING ON S-201 FOR ALL SHEARWALL PLACEMENTS & REQUIREMENTS. SHEARWALL DETAILS MUST BE FOLLOWED EXACTLY. NOTIFY THE DESIGNER OF ANY DISCREPANCIES OR CONCERNS. G REVIEW APPROVED PLANS & DETAILS PRIOR TO STARTING FRAMING WORK. CHECK FOR SPECIFIC REQUIREMENTS ON NAILING, BLOCKING, SHEATHING & ANCHOR ATTACHMENTS. H 6X6 OR 4X4 POST IN WALL. GANG STUDS MAY BE USED INSTEAD OF SOLID POST TYP. U.N.O. I SUB-CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING: - VERIFYING & MEETING ALL LOCAL & STATE CODE REQ. - REVIEWING APPROVED PLANS & COMPLYING WITH ALL APPROVED REQ. OF THE ENGINEER & THE BUILDING DEPT. - MEETING ALL SAFETY REQUIREMENTS & STANDARD SAFETY PRACTICES THAT ARE RECOMMENDED & OR REQ. BY STATE & LOCAL AUTHORITIES. - VERIFY ACCURACY OF ALL DIMENSIONS. DO NOT SCALE THE DRAWINGS! IF DISCREPANCIES OCCUR, PLEASE CONTACT THE DESIGNER. J LL EE GG EENN DD =2X4 WALL - FULL HEIGHT WALL PER PLAN - STUDS SPACED AT 16" O.C. - PROVIDE 1/2" DRYWALL OR 7/16" OSB AS REQUIRED. =2X6 HALF WALL - 42" TALL WALL W/ WOOD CAP - STUDS SPACED AT 16" O.C. W/ 1/2" DRYWALL ON EACH SIDE AS REQ. ALL PORCH BEAMS TO BE POCKETED INTO WALLS PER DETAIL A-05. TYP. U.N.O. 9 MAIN FLOOR CEILING HEIGHT: 9' - TYP. U.N.O. VAULTED AREA: 12' PLATE SECOND FLOOR CEILING HEIGHT: 8' - TYP. U.N.O. 10 WOOD BURNING FIREPLACE WITH VERTICAL FLUE - FIELD LOCATE. 13 UP S S DWS S DW T 36"X72" TILE SHWR STOVE RANGE T WALL OVEN W /D HP WH F R /I I C E HB HB S GARAGE DOOR OPENER W04 3056SH 3068 3 0 6 8 W02 4056SH W02 4056SH 3068 W01 3010PIC W02 4056SH W05 2020PIC 3068 5 0 6 8 2868 3 0 6 8 W 0 1 3 0 1 0 P I C 3 0 6 8 W 0 3 1 0 1 0 S C W 0 3 1 0 1 0 S C W 0 3 1 0 1 0 S C 1 6 0 8 6 3068 W04 3056SH 4 0 6 8 3 0 4 0 3 0 6 8 M U R P H Y 3 0 6 8 3 0 6 8 3 0 6 8 UP UP S &R S &R SHELFSHELF S H E L F S H E L F S H E L F S H E L F SHELFSHELF CO SD SD SD B 301 B 301 B 301 B 301 52' 35'-6"8'8'-6" 52' 5'-4"5'-0 1/2"3'4'-7"9'-1 1/2"3' 5 3 ' 2 8 ' 2 3 ' 2 6 ' 2 ' 9 '-2 1 /2 " 1 3 '-9 1 /2 " 2 ' 5 3 ' 2 1 ' 5 ' 2 7 ' 16'24'12' 3 '-6 " 5 '-8 1 /2 " 2 '-3 1 /2 " 8 ' 3 '-6 " 1 8 '-6 " 9 '-6 " 1 1 '-4 1 /2 " 3 '-1 1 /2 " 3 '-2 1 /2 " 5 '-3 1 /2 " 2 ' 4'6'-4"5'-5 1/2"2 1/2"11'-10 1/2"8'-1 1/2"4' 6'-4 1/2"4' 5 '-1 0 " 3 '-2 1 /2 " 5'-5"10'-4 1/2"19'-8 1/2"6'-7"1'-5" 3 '-9 " 5 '-3 1 /2 " 2 '-5 1 /2 " 6 '-2 1 /2 " 4 ' 1 '-3 1 /2 " 2 ' 4'-6 1/2"4'-5"7'-0 1/2" 1 0 '-6 " 1 0 '-6 " 3 '-6 " 3 '-6 " 2 ' 2 3 ' 2 ' 5'-7"6'-5 1/2" 1'-4"1'-4" 7 ' (D R O P P L A T E 2 4 ") 1 '-6 " 5'-2"3'4' 4 ' 1 5 '-5 1 /2 " 4'-1 3/4"3'-10 1/4" 4'-6 1/2"3'-11 1/2"2'-7"4' 4'4' 00 11MAIN FLOOR PLAN 1/4 IN = 1 FT MM AASS TT EE RR BBAA TT HH GGAA RRAA GG EE EE NNTT RR YY LL II VV IINN GG RR OOOO MM OO FF FF IICC EE 22 WW ..II ..CC .. PP AA NNTT RR YY 1313 24X30 ATTIC 44 VAULT RIDGE 1 0 /1 2 P I T C H 1 0 /1 2 P I T C H KK IITT CC HHEE NN B E A R I N G B E A R I N G B E A R I N G B E A R I N G T Y P . H D R . 3-1/2" X 7-1/2" GLB HDR. TYP.11 22 2255 MM AA SS TT EERR BBEE DD RROO OO MM H E A T P U M P 3 -1 /2 " X 1 2 " G L B H D R . V A U L T T O F L A T BALLOON FRAMING AT STAIRWELL 18X24 CRAWL 33 24X30 ATTIC W/ LADDER 44 HH AALL LL 9' CEILING 9' CEILING 9' CEILING 9' CEILING FREESTANDING TUB T Y P H D R T Y P . H D R . A 301 A 301 A 301 A 301 EXTERIOR DOOR SCHEDULE SIZE ROOM NAME FIRE TEMPERED COMMENTS AREA 3068 R EX ENTRY/PORCH COVER 20.0 16086 GARAGE 136.0 3068 L EX ENTRY/GARAGE 20.0 3068 L EX LIVING ROOM 20.0 3068 R EX GARAGE 20.0 TOTALS:216.0 ROOM FINISH SCHEDULE ROOM NAME AREA, INTERIOR (SQ FT)FLOOR FINISH MASTER BEDROOM 140 W.I.C.65 MASTER BATH 83 HALL 114 UNHEATED STORAGE 41 SITTING AREA 108 ENTRY 49 BATH 44 LIVING ROOM 425 STORAGE 41 OFFICE 175 OFFICE 2 PANTRY 31 SOLAR HEAT GAIN COEFFICIENT (SHGC) TO BE 0.25 TYP. U.N.O. AREA SHOWN IS PER INDIVIDUAL UNIT. AVERAGE U-FACTOR FOR WINDOWS ON THIS HOME TO BE AS FOLLOWS: 0.27 0.24 0.20 WINDOW SCHEDULE NUMBER LABEL EGRESS TEMPERED COMMENTS QTY AREA W01 3010PIC 2 3.0 W02 4056SH YES YES 3 22.0 W03 1010SC 3 1.0 W04 3056SH 2 16.5 W05 2020PIC 1 4.0 W06 4026HS 1 10.0 W07 4040HS 1 16.0 W08 1010PIC 2 1.0 W09 4050HS 1 20.0 TOTALS:160.0 5/18/2021 2 0 0 2 C A T O N W A Y S W O L Y M P I A , W A 9 8 5 0 2 P H : 3 6 0 .9 1 5 9 1 4 2 E X T : 1 2 3 D R A F T I N G @ L E X A R H O M E S .C O M ©2 0 2 1 C O P Y R I G H T B Y L E X A R H O M E S L L C . A L L R I G H T S R E S E R V E D R E V I S I O N T A B L E N O . D A T E R E V . B Y D E S C . PRINT DATE: 5/1 8 /20 2 15/1 8 /2 0 21 A -1 0 1A-1 0 1 SHEET: C L I E N T I N F O : N O E L L E H U N T E R B A S E P L A N I D : C U S T O M L O C A T I O N : 2 3 2 0 S W A N S V I L L E R O A D P O R T T O W N S E N D , W A 9 8 3 6 8 P A R C E L I D : 8 2 1 0 8 1 0 1 9 P R O J E C T I D : 3 7 9 2 1 0 1 3 7 6 May 26 2021 =2X6 WALL - FULL HEIGHT WALL PER PLAN - STUDS SPACED AT 16" O.C. - PROVIDE R-23.5 BIBS INSULATION ON EXTERIOR WALLS. PROVIDE 1/2" DRYWALL OR 7/16" OSB AS REQUIRED. FF LLOO OO RR PP LL AANN NN OO TT EESS DDEE TT AA IILL ALL HEADERS ON EXTERIOR WALLS TO BE INSULATED W/ 2" R-10 RIGID FOAM OR EQ. WHERE ABLE. USE 3-1/2" OR 3-1/8" WIDE HEADERS WHENEVER POSSIBLE TO ACCOMPLISH THIS. A-02 1 PROVIDE LANDING (BY OTHERS) AT MIN. 36" DEPTH BY FULL WIDTH OF DOOR. LANDINGS OVER 36" ABOVE GRADE REQUIRED GUARD PER 2018 IRC. 2 PROVIDE 18" X 24" OPENING FOR CRAWL SPACE ACCESS. PLACE OPENING BETWEEN FLOOR JOISTS. ACCESS TO UNDER FLOOR SPACE PER 2018 IRC SECTION R408.4 3 PROVIDE A MIN. 22" X 30" ROUGH OPENING FOR ATTIC ACCESS W/ TIGHT FITTING DOOR THAT IS BACKED W/ INSULATION. PROVIDE DROP DOWN LADDER ACCESS. 4 SELF CLOSING 1-3/8" SOLID CORE (20 MINUTE) FIRE DOOR. 5 INSTALL RECESSED DRYER VENT BOX BEHIND DRYER. DRYER VENT TO RUN INTO FDN TYP. U.N.O. 6 PROVIDE 1/8" HARDBOARD W/ FSK PAPER OR EQUIVALENT MOISTURE RATED BOARD BEHIND ALL TUBS & SHOWERS AT EXTERIOR WALLS FOR FULL 6- SIDED INSULATION INSTALL. 7 PROVIDE 5/8" TYPE-X GWB ON HOUSE/GARAGE COMMON WALLS AS REQ. 8 PROVIDE CONTINUOUS HANDRAIL ON AT LEAST ON SIDE, FULL LENGTH OF STAIRS W/ RETURNS AT EACH END. TOP OF HANDRAIL SHALL BE NOT LESS THAN 34" & NOT MORE THAN 38" ABOVE NOSING OF STAIRS. 11 THE ENCLOSED USABLE SPACE UNDER STAIRS TO BE ONE-HOUR FIRE-RESISTIVE CONSTRUCTION AT WALLS & CEILING APPLIED AT THE STAIR UNDERSIDE. FIRE BLOCK BETWEEN STRINGERS & ALONG RUN BETWEEN STUDS. 12 A-07.1 A-07.1 GGEE NN EE RRAA LL FF RRAA MM IINN GG NN OO TTEE SS TYPICAL FLOOR FRAMING CONSISTS OF 3/4" (OR EQUIVALENT) T&G APA RATED SHEATHING (SPAN RATING 48/24) OVER I-JOISTS PER PLAN. A FIRE BLOCKING IS REQ. AT ALL PENETRATIONS AT THE WALLS & PLATES INCLUDE: PLUMBING, ELECTRICAL & MECHANICAL PENETRATIONS. FIRE BLOCK AT MIN. 10' O.C. HORIZONTALLY IN WALL CAVITIES. B U.N.O. NAIL ALL TOP PLATES TOGETHER W/ 10D NAILS AT 12" O.C. & AT SPLICES W/ 10D NAILS AT 6" O.C. LAP SPLICES A MIN. OF 48" TYP. NAIL ALL BOTTOM PLATES TO FLOOR SHEATHING & MUDSILL W/ (2) 10D NAILS AT EACH STUD BAY. NAIL ALL OSB SHEATHING W/ 8D NAILS AT 6" O.C. ON EDGE & 12" O.C. IN THE FIELD U.N.O. EXTERIOR STUDS MUST BE SPACED AT 16" O.C. C WHERE POSTS OCCUR PROVIDE SOLID VERTICAL GRAIN BLOCKING SOLID THRU FLOOR TO MATCHING SUPPORTS U.N.O. D PROVIDE (2) BEARING (TRIMMER) STUDS BELOW EACH END OF ALL HEADERS, BEAMS & GIRDER TRUSSES 6'-0" IN LENGTH & OVER U.N.O. E USE 5/8" SHEETROCK OR 1/2" SAG-RESISTANT AT CEILING PER 2018 IRC SECTION R702.3.5 & TABLE. F SEE ENGINEERING ON S-201 FOR ALL SHEARWALL PLACEMENTS & REQUIREMENTS. SHEARWALL DETAILS MUST BE FOLLOWED EXACTLY. NOTIFY THE DESIGNER OF ANY DISCREPANCIES OR CONCERNS. G REVIEW APPROVED PLANS & DETAILS PRIOR TO STARTING FRAMING WORK. CHECK FOR SPECIFIC REQUIREMENTS ON NAILING, BLOCKING, SHEATHING & ANCHOR ATTACHMENTS. H 6X6 OR 4X4 POST IN WALL. GANG STUDS MAY BE USED INSTEAD OF SOLID POST TYP. U.N.O. I SUB-CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING: - VERIFYING & MEETING ALL LOCAL & STATE CODE REQ. - REVIEWING APPROVED PLANS & COMPLYING WITH ALL APPROVED REQ. OF THE ENGINEER & THE BUILDING DEPT. - MEETING ALL SAFETY REQUIREMENTS & STANDARD SAFETY PRACTICES THAT ARE RECOMMENDED & OR REQ. BY STATE & LOCAL AUTHORITIES. - VERIFY ACCURACY OF ALL DIMENSIONS. DO NOT SCALE THE DRAWINGS! IF DISCREPANCIES OCCUR, PLEASE CONTACT THE DESIGNER. J LL EE GG EENN DD =2X4 WALL - FULL HEIGHT WALL PER PLAN - STUDS SPACED AT 16" O.C. - PROVIDE 1/2" DRYWALL OR 7/16" OSB AS REQUIRED. =2X6 HALF WALL - 42" TALL WALL W/ WOOD CAP - STUDS SPACED AT 16" O.C. W/ 1/2" DRYWALL ON EACH SIDE AS REQ. ALL PORCH BEAMS TO BE POCKETED INTO WALLS PER DETAIL A-05. TYP. U.N.O. 9 MAIN FLOOR CEILING HEIGHT: 9' - TYP. U.N.O. VAULTED AREA: 12' PLATE SECOND FLOOR CEILING HEIGHT: 8' - TYP. U.N.O. 10 WOOD BURNING FIREPLACE WITH VERTICAL FLUE - FIELD LOCATE. 13 DN W06 4026HS 2868 W 0 8 1 0 1 0 P I C W09 4050HS W 0 8 1 0 1 0 P I C W 0 7 4 0 4 0 H S 2868 CO SD B 301 B 301 B 301 B 301 8'8'-6" 2 3 ' 2 ' 6 '-2 1 /2 " 1 1 '-0 1 /2 " 5 '-9 " 5 '-3 1 /2 " 5 '-9 " 4'4' 16'-6" 7'-6 1/2"8'-11 1/2" 4'3'-6 1/2" 9 '-0 1 /2 " 5 ' 1 0 '-1 1 1 /2 " 2 5 ' 2 '-6 " 3'-11 1/4"3'-8 1/4" 8'-10 1/2" 3 '-5 " FF LL EE XX SS IITT TT IINN GG AARR EE AA 00 11UPPER FLOOR PLAN 1/4 IN = 1 FT UU NN HHEE AA TTEE DD SS TT OO RRAA GGEE LL OO FF TT UU NN HHEE AA TTEE DD SS TT OO RRAA GGEE VAULT RIDGE 1 0 /1 2 P I T C H 1 0 /1 2 P I T C H OO PPEE NN TTOO BBEE LL OO WW VAULT TO FLAT VAULT TO FLAT B A L C O N Y O P E N I N G 1 /2 W A L L A 301 A 301 A 301 A 301 EXTERIOR DOOR SCHEDULE SIZE ROOM NAME FIRE TEMPERED COMMENTS AREA 3068 R EX ENTRY/PORCH COVER 20.0 16086 GARAGE 136.0 3068 L EX ENTRY/GARAGE 20.0 3068 L EX LIVING ROOM 20.0 3068 R EX GARAGE 20.0 TOTALS:216.0 ROOM FINISH SCHEDULE ROOM NAME AREA, INTERIOR (SQ FT)FLOOR FINISH MASTER BEDROOM 140 W.I.C.65 MASTER BATH 83 HALL 114 UNHEATED STORAGE 41 SITTING AREA 108 ENTRY 49 BATH 44 LIVING ROOM 425 STORAGE 41 OFFICE 175 OFFICE 2 PANTRY 31 SOLAR HEAT GAIN COEFFICIENT (SHGC) TO BE 0.25 TYP. U.N.O. AREA SHOWN IS PER INDIVIDUAL UNIT. AVERAGE U-FACTOR FOR WINDOWS ON THIS HOME TO BE AS FOLLOWS: 0.27 0.24 0.20 WINDOW SCHEDULE NUMBER LABEL EGRESS TEMPERED COMMENTS QTY AREA W01 3010PIC 2 3.0 W02 4056SH YES YES 3 22.0 W03 1010SC 3 1.0 W04 3056SH 2 16.5 W05 2020PIC 1 4.0 W06 4026HS 1 10.0 W07 4040HS 1 16.0 W08 1010PIC 2 1.0 W09 4050HS 1 20.0 TOTALS:160.0 5/18/2021 2 0 0 2 C A T O N W A Y S W O L Y M P I A , W A 9 8 5 0 2 P H : 3 6 0 .9 1 5 9 1 4 2 E X T : 1 2 3 D R A F T I N G @ L E X A R H O M E S .C O M ©2 0 2 1 C O P Y R I G H T B Y L E X A R H O M E S L L C . A L L R I G H T S R E S E R V E D R E V I S I O N T A B L E N O . D A T E R E V . B Y D E S C . PRINT DATE: 5/1 8 /20 2 15/1 8 /2 0 21 A -1 0 2A-1 0 2 SHEET: C L I E N T I N F O : N O E L L E H U N T E R B A S E P L A N I D : C U S T O M L O C A T I O N : 2 3 2 0 S W A N S V I L L E R O A D P O R T T O W N S E N D , W A 9 8 3 6 8 P A R C E L I D : 8 2 1 0 8 1 0 1 9 P R O J E C T I D : 3 7 9 2 1 0 1 3 7 6 May 26 2021 A.B.:ANCHOR BOLT A.P.A.:THE ENGINEERED WOOD ASSOCIATION (FORMERLY AMERICAN PLYWOOD ASSOCIATION) BLKG.:BLOCKING BRG.:BEARING B.U.:BUILT UP CANT.:CANTILEVERED C.F.M.:CUBIC FEET PER MINUTE CONT.:CONTINUOUS DBL.:DOUBLE DW.:DISHWASHER D.F.:DOUGLAS FIR F.:FRIDGE FDN.:FOUNDATION FURN.:FURNACE FTG.:FOOTING G.L.B.:GLUE LAMINATED BEAM (ALSO GLM) G.W.B.:GYPSUM WALL BOARD H.F.:HEMLOCK FIR H.P.:HEAT PUMP L.V.L.:LAMINATED VENEER LUMBER (ENGINEERED WOOD PRODUCT) MAX.:MAXIMUM MFR.:MANUFACTURER MIN.:MINIMUM O.C.:ON CENTER (SPACING) O.H.D.:OVER HEAD DOOR O.S.B.:ORIENTED STRAND BOARD (SHEATHING) P.L.:POINT LOAD P.TK.:PRESSURE TANK P.T.:PRESSURE TREATED P.S.F.:POUNDS PER SQUARE FOOT P.S.I.:POUNDS PER SQUARE INCH REQ.:REQUIRED RN.:RANGE S&R.:SHELF AND ROD T&G.:TONGUE AND GROOVE T.B.D.:TO BE DEFINED T.O.W.:TOP OF WALL TYP.:TYPICAL U.L.:UNDERWRITER LABORATORIES U.N.O.:UNLESS NOTED OTHERWISE W.H.:WATER HEATER W.S.:WATER SOFTENER 1 - SUB-CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING: VERIFYING & MEETING ALL LOCAL & STATE CODE REQUIREMENTS, REVIEWING APPROVED PLANS & COMPLYING WITH ALL APPROVED REQUIREMENTS OF THE ENGINEERING & THE BUILDING DEPARTMENT, MEETING ALL SAFETY REQUIREMENTS & STANDARD SAFETY PRACTICES THAT ARE RECOMMENDED & OR REQ. BY STATE & LOCAL AUTHORITIES, & VERIFYING 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 & BUILDING DEPARTMENT. 3 - FIRE-BLKG. IS REQ. AT ALL PENETRATIONS AT THE WALLS & PLATES INCLUDING PLUMBING, ELECTRICAL & MECHANICAL PENETRATIONS. FIRE- BLOCK AT 10' O.C. HORIZONTALLY IN WALL CAVITIES MIN. 4 - W.H. IS TO BE INSTALLED PER MFR. SPECIFICATIONS, 2018 IRC. REQUIREMENTS & THE STATE ADOPTED PLUMBING CODE. TANK MUST BE STRAPPED AT THE UPPER & LOWER THIRD OF THE TANK. LOWER STRAP IS TO BE 4" MIN. ABOVE THE CONTROLS PER 2018 IRC. CHAPTER 13 SECTION M1307.2. WHEN INSTALLED IN GARAGE, ALL APPLIANCES MUST HAVE THE SOURCE OF IGNITION 18" ABOVE THE SLAB MIN. MECHANICAL & PLUMBING EQUIPMENT IS TO BE PROTECTED FROM IMPACT OF A VEHICLE. 5 - USE 5/8" SHEETROCK OR 1/2" SAG-RESISTANT AT THE CEILING PER 2018 IRC. SECTION R702.3.5. 6 - FLASHING IS REQ. AT ALL EXTERIOR TRIM EXTRUSIONS, WINDOW SILLS, JAMBS & OTHER AREAS THAT WATER MAY INTRUDE PER THE 2018 IRC. INSTALL WINDOWS PER MFR. INSTRUCTIONS. 7 - ALL BEDROOMS ARE TO HAVE AN EGRESS WINDOW WITH A MIN. 20" X 24" OPENING NOT LESS THAN 5.7 SQ. FT. GGEE NN EE RRAA LL CC OONN SS TT RRUU CCTT II OO NN NNOO TT EE SS EXHAUST FANS IN BATHS SHALL BE AS INDICATED ON PLANS WITH 30 C.F.M. CONT. TOTAL OF CONT. C.F.M. RATINGS FOR ALL EXHAUST FANS IN HOUSE SHALL BE IN ACCORDANCE WITH SECTION M1507 OF THE 2018 IRC. SEE TABLE M1507.3.3(1) FOR REQUIRED AMOUNT OF C.F.M. AIRFLOW. VV EE NNTT II LLAA TT IIOO NN SS YY SS TT EE MM NN OOTT EE SS WIND & SEISMIC HORIZONTAL FORCES IMPOSED ON THIS STRUCTURE ARE RESISTED BY A SYSTEM OF ENGINEERED MEMBERS & FASTENERS DESIGNED TO RESIST THE BASE LOADS SET FORTH BY THE DESIGN CRITERIA. THE HORIZONTAL STRUCTURAL SYSTEM IS ENGINEERED TO TRANSFER THESE LOADS TO A PRESCRIPTIVE FDN. BASED ON THE 2018 IRC. THE PRESCRIPTIVE DESIGN & CONSTRUCTION OF THE VERTICAL FRAMING MEMBERS SHALL BE CONSTRUCTION IN ACCORDANCE WITH THE REQUIREMENTS OF THE CONVECTIONAL LIGHT FRAME CONSTRUCTION METHODS OF THE 2018 IRC. GGEE NN EE RRAA LL SS TT RRUU CCTT UU RRAA LL NN OO TTEE SS 2018 INTERNATIONAL RESIDENTIAL CODE (IRC) 2018 UNIFORM PLUMBING CODE (UPC) 2018 WASHINGTON STATE ENERGY CODE (WSEC) AAPP PP LL IICC AABB LL EE CC OO DDEE SS DD EE FF IINN IITT II OO NNSS THE DRAFTING DEPARTMENT HAS NOT UNDERGONE A DESIGN REVIEW FOR THE FUNCTIONALITY OR AESTHETICS OF THIS MODIFIED PLAN. THE CHANGES MADE TO THIS PLAN ARE AT THE DISCRETION OF THE CLIENT & SALES CONSULTANT. 3D ISOMETRIC DRAWINGS ARE FOR ILLUSTRATION ONLY! PLANS, DETAILS & ENGINEERING TAKE PRECEDENCE OVER ANY 3D DRAWING WITHIN THIS PLAN. TT HH EE SSEE PP LL AANN SS HH AAVV EE BBEE EE NN RR EE VV IIEE WW EE DD AA NNDD AAPP PP RROO VV EE DD BB YY :: CLIENT NAME SALES ASSOCIATE MM II SS CC.. NNOO TT EE SS PPOORRCCHH SSLLAABBSS//DDEECCKKSS NNOOTT IINNCCLLUUDDEE DD UU ..NN..OO.. -- SSEE EE CCOONNTTRRAACCTT TTHHIISS PPLL AANN SSEETT IISS TTOO BBEE UUSSEE DD IINN CCOONN JJUU NNCCTTIIOONN WWIITT HH TTHHEE DDEETTAAIILL PPAACCKKEETT RREEFF EERR TTOO DDEETTAAIILL PPAACCKKEETT FFOORR 22001188 WWAASSHHIINNGGTTOONN SS TTAATTEE EENN EERRGGYY CCOO DDEE CCOOMMPPLLIIAANNCCEE SSEELLEECCTTIIOO NNSS UP S S DWS S DW T 36"X72" TILE SHWR STOVE RANGE T WALL OVEN W /D HP WH F R /I I C E HB HB S GARAGE DOOR OPENER W04 3056SH 3068 3 0 6 8 W02 4056SH W02 4056SH 3068 W01 3010PIC W02 4056SH W05 2020PIC 3068 5 0 6 8 2868 3 0 6 8 W 0 1 3 0 1 0 P I C 3 0 6 8 W 0 3 1 0 1 0 S C W 0 3 1 0 1 0 S C W 0 3 1 0 1 0 S C 1 6 0 8 6 3068 W04 3056SH 4 0 6 8 3 0 4 0 3 0 6 8 M U R P H Y 3 0 6 8 3 0 6 8 3 0 6 8 UP UP S &R S &R SHELFSHELF S H E L F S H E L F S H E L F S H E L F SHELFSHELF CO SD SD SD MMAA SSTTEE RR BBAATTHH GGAA RRAAGGEE EE NNTTRRYY LL IIVVIINN GG RROO OOMM OOFFFF IICCEE WW ..II..CC.. PP AANNTTRRYY VAULT RIDGE 1 0 /1 2 P I T C H 1 0 /1 2 P I T C H KKIITT CCHHEENN MMAA SSTTEE RR BBEEDD RROOOOMM H E A T P U M P V A U L T T O F L A T HHAALLLL FREESTANDING TUB DN W06 4026HS 2868 W 0 8 1 0 1 0 P I C W09 4050HS W 0 8 1 0 1 0 P I C W 0 7 4 0 4 0 H S 2868 CO SD FF LLEEXX SS IITTTT IINNGG AARREE AA UUNN HHEEAATT EEDD SS TTOORRAA GGEE LLOOFF TT UUNNHHEE AATTEE DD SSTTOO RRAAGGEE VAULT RIDGE 1 0 /1 2 P I T C H 1 0 /1 2 P I T C H OOPPEE NN TT OO BBEE LLOOWW VAULT TO FLAT VAULT TO FLAT 5/18/2021 MAIN FLOOR =1273 SQ. FT. UPPER FLOOR = 227 SQ. FT. TOTAL HEATED =1500 SQ. FT. UPPER FLOOR UNHEATED = 99 SQ. FT. GARAGE = 586 SQ. FT. J. RICHARDS NOELLE HUNTER 2320 SWANSVILLE ROAD PORT TOWNSEND, WA 98368 512.983.4487 PARCEL # - 821081019 ROOF SNOW LOAD:25 WIND SPEED (ASD):100 WIND SPEED (ULT):130 EXPOSURE:B SEISMIC ZONE:D0 FROST DEPTH:12" SS:1.351 S1:0.493 SOIL BEARING:1500 P.S.F. SHEET INDEX Label Title G-000 COVER SHEET S-101 FOUNDATION PLAN S-102 UPPER FLOOR FRAMING PLAN S-201 BRACED LATERAL PLAN A-101 MAIN FLOOR PLAN A-102 UPPER FLOOR PLAN A-106 ROOF PLAN A-201 ELEVATIONS A-301 CROSS SECTIONS E-101 ELECTRICAL PLAN 2 0 0 2 C A T O N W A Y S W O L Y M P I A , W A 9 8 5 0 2 P H : 3 6 0 .9 1 5 9 1 4 2 E X T : 1 2 3 D R A F T I N G @ L E X A R H O M E S .C O M ©2 0 2 1 C O P Y R I G H T B Y L E X A R H O M E S L L C . A L L R I G H T S R E S E R V E D R E V I S I O N T A B L E N O . D A T E R E V . B Y D E S C . PRINT DATE: 5/1 8 /20 2 15/1 8 /2 0 21 G -0 0 0G-0 0 0 SHEET: C L I E N T I N F O : N O E L L E H U N T E R B A S E P L A N I D : C U S T O M L O C A T I O N : 2 3 2 0 S W A N S V I L L E R O A D P O R T T O W N S E N D , W A 9 8 3 6 8 P A R C E L I D : 8 2 1 0 8 1 0 1 9 P R O J E C T I D : 3 7 9 2 1 0 1 3 7 6 CC OO NNTT AACC TT II NN FFOO RR MM AA TTII OO NN DD EESS II GGNN TTEE CCHHNNIICCIIAANN CCUUSS TTOOMM EERR SSAALLEESS OOFFFFIICCEE LEXAR HOMES - CORPORATE OFFICE 2002 CATON WAY SW OLYMPIA, WA 98502 PHONE: 360.915.9142 EXT: 123 DDEE SS II GGNN CCRR IITT EE RR IIAA FF LLOO OO RR AARR EE AASS J. RICHARDS DD RRAAFFTTII NNGG TTEE CCHHNNIICCIIAANN May 26 2021 =CONCRETE STEM WALL FF OOUU NN DDAA TTII OO NN PP LL AANN NNOO TT EE SS DDEE TT AA IILL STRAPS AT CORNERS &/OR END WALLS SHALL HAVE 1" CONCRETE EDGE DISTANCE, TYP. U.N.O. USE RJ STRAPS ON RIM JOIST APPLICATIONS SEE SHEAR WALL SCHEDULE ON S-201 FOR A.B. SIZE & SPACING. PROVIDE 18" X 24" OPENING FOR CRAWL SPACE ACCESS. PLACE OPENING BETWEEN FLOOR JOISTS. ACCESS TO UNDER FLOOR SPACE PER 2018 IRC. SECTION R408.4. 16" X 8" FDN. VENTS AS REQ. VENTS TO BE PLACED BETWEEN JOISTS & BAFFLED WITH R-10 RIGID FOAM INSULATION. EACH VENT PROVIDES 0.52 SQ. FT. OF VENTILATION. FDN. VENTS ARE TO BE INSTALLED AT 1 SQ. FT. VENTILATION PER 150 SQ. FT. OF CRAWL SPACE PER 2018 IRC. SECTION R408.2. VENTS ARE TO BE A MAX. OF 36" FROM BUILDING CORNERS. **WA STATE AMENDMENTS ALLOW FOR 1 SQ. FT. PER 300 SQ. FT. OF CRAWL SPACE** S-10 S-01.1 S-01.2 1 2 3 4 4" CONCRETE SLAB ON COMPACT FILL TO SLOPE TOWARD VEHICLE OPENING TO ALLOW FOR DRAINAGE. GARAGE SLAB HEIGHT T.B.D. AT JOB SITE & MUST ALLOW FOR FROST DEPTH REQUIREMENTS. 5 DRYER VENTING TO BE BROUGHT DOWN TO CRAWL SPACE THROUGH WALL BEHIND DRYER & VENTED THROUGH NEAREST SUITABLE FDN. VENT. 6 24" X 24" FURN. BUCKOUT IN FDN. & GARAGE SLAB. LINE BUCKOUT WITH 1" RIGID FOAM ON THREE SIDES & BOTTOM. 7 S-15 ALL FTG. & FDN. SIZES IN ACCORDANCE TO 2018 IRC. SECTION R403.1(1). ENGINEER/ARCHITECT HAS REVIEWED THIS PLAN FOR LATERAL FORCES ONLY & IS NOT RESPONSIBLE FOR FTG. & FDN. SIZING UNLESS SPECIFICALLY NOTED OTHERWISE. SEE FTG. & STEMWALL SCHEDULE FOR ALL SIZES & REINFORCEMENTS. EXTERIOR CONT. FTG. ARE ENGINEERED. REFER TO CALCS & SCHEDULE. 8 FF OOUU NN DDAA TTII OO NN PP LL AANN NNOO TT EE SS ALL WOOD IN CONTACT WITH CONCRETE SHALL BE H.F. #2 MIN. TREATED WITH AN APPROVED PRESERVATIVE & GALVANIZED HOT DIPPED CONNECTORS (OR) STANDARD H.F. ON AN IMPERVIOUS MOISTURE BARRIER PER THE 2018 IRC. (OR) BORATE TREATED H.F. #2 MIN. A PROVIDE APPROPRIATE BLOCK-OUTS IN FTG. OR WALLS FOR PLUMBING & ELECTRICAL STUB OUTS. B USE 3000 P.S.I. CONCRETE WHERE REQ. BY THE 2018 IRC. TABLE 402.2. MAX. COMPRESSIVE STRENGTH AT 28 DAYS. C 2X P.T. MUDSILL TO BE INSTALLED FLUSH WITH THE INSIDE FACE OF FDN. WALL AT JOIST BRG. POINTS TO ACCEPT JOIST HANGERS. VERIFY THAT THE MUDSILL IS SQUARE AT ALL CORNERS. ATTACH THE MUDSILL TO THE FDN. WITH 1/2" X 10" A.B. & 1/4" X 3" X 3" WASHERS AT 6" O.C. D REBAR IS NOT REQ. IN INTERIOR FTG. UNLESS IT IS BELOW A LOAD BRG. POINT OR AN INTERIOR SHEARWALL PER 2018 IRC. SECTION R403.1.3. E WHERE REQ. PER 2018 IRC. SECTION R406.1, FDN. WALLS SHALL BE DAMP PROOFED AROUND THE ENTIRE PERIMETER USING A METHOD THAT IS APPROVED BY THE BUILDING DEPARTMENT. F BACKFILL SHALL NOT BE PLACED AGAINST THE WALL UNTIL THE WALL HAS SUFFICIENT STRENGTH & HAS BEEN ANCHORED TO THE FLOOR ABOVE (OR) HAS BEEN SUFFICIENTLY BRACED TO PREVENT DAMAGE BY THE BACKFILL. EXCEPTION: BRACING IS NOT REQ. FOR WALLS SUPPORTING LESS THAN 4' (48") OF UNBALANCED BACKFILL. (2018 IRC. SECTION R404.1.7) G ALL FTG. SHALL BEAR ON STIFF, FIRM SOIL MEETING THE REQUIREMENTS OF SITE CLASS "D" PER THE 2018 IRC. SECTION R301.2.2. DESIGN IS BASED ON 1500 P.S.F. SOIL. CONTRACTOR MUST VERIFY WITH BUILDING DEPARTMENT THAT THESE CONDITIONS ARE MET PRIOR TO WORK. H PROVIDE 6MM BLACK POLY VISQUEEN VAPOR BARRIER IN CRAWL SPACE SEALED TO STEM WALLS. I LL EE GG EENN DD =3-1/2" PONY WALL =WALL ABOVE =PLUMB DROP =JOIST HANGER S-01.1 S-01.2 C C C B A A CC A A B C B 301 B 301 B 301 B 301 3'-10"2'14'2'14'2'14'-1" 3'-0 1/2"2'3'-0 1/2"7'9' 2 6 ' 2 ' 2 2 '-1 1 " 2 ' 9 '-1 0 " 1 3 '-1 " 5 2 '-1 1 " 51'-11" 35'-6"7'-11"8'-6" 2 ' 8 '-8 " 5 2 '-1 1 " 2 ' 2 2 '-1 1 " 2 ' 5 '-1 " 2 0 '-1 1 " 9 '-1 0 " 1 3 '-1 " 2 '-4 1 /2 " 1 6 '-2 " 2 '-4 1 /2 " 11'-10"8'-1"4'12' 1'-4"23'-11"1'-4" 51'-11" 2'-7"5'-4" 5'-7 1/4"1'-8" 6'-5" 1'-2"6'-9" 10'-5" 3 '-6 1 /2 " 2 ' 4 ' 7 '-1 " 9 '-1 0 " 4 '-5 " 16' 3'-11 1/2"3'-5 1/2" 14'-8"26'-7"10'-8" 16' 12'-0 1/8" 7 '-2 " 8'-7 1/2" 1 ' 1 6 '-1 0 1 /2 " 3 '-2 " 7 '-1 1 1 /2 " D R Y E R V E N T 00 11FOUNDATION PLAN 1/4 IN = 1 FT 44 F1F1W1W1 TYP. @ EXT. S-01.2 S-01.2 66 F2F2 TYP. @ INT.S-06 S-06 S-04 S-04 S-03.2 S-03.2 F4F4 2X7 P.T. SILL PLATE. INSIDE FLUSH W/ STEM WALL FOR 1/2" EXTERIOR OFFSET, TYP. 9-1/2" I-JOISTS @ 19.2" O.C. PER MANUFACTURER'S LAYOUT 55 C O N T I N U O U S F T G . @ B U C K O U T S-05 S-05 9 -1 /2 " R I M T Y P 18X24 CRAWL 33 F5F5 F5F5 F5F5 F5F5 F5F5 F4F4 DOUBLE PORTAL FRAMING PER DETAIL A-09 DOUBLE PORTAL FRAMING PER DETAIL A-09 S T H D 1 4 S T H D 1 4 R J S T H D 1 4 R J S T H D 1 4 R J STHD14RJ S T H D 1 4 R J S T H D 1 4 R J S T H D 1 4 STHD14 STHD14 A 301 A 301 A 301 A 301 2 ' 8 '-8 " 4 '-5 " 5/18/2021 LABEL SIZE REINFORCEMENT SEISMIC ZONE W1 6" X 22 - 24"(1) #4 BAR W/ 24" LAP SPLICES A-D2 W2 6" X 34 - 36"(2) #4 BAR W/ 24" LAP SPLICES A-D2 W3 6" X 46 - 48" (2) #4 BAR W/ 24" LAP SPLICES A-D2 W4 6" X 48 - 96"(2) #4 BAR W/ 24" LAP SPLICES A-C W5 8" X 48 - 96"(2) #4 BAR W/ 24" LAP SPLICES A-D2 LABEL SIZE REINFORCEMENT 2 0 0 2 C A T O N W A Y S W O L Y M P I A , W A 9 8 5 0 2 P H : 3 6 0 .9 1 5 9 1 4 2 E X T : 1 2 3 D R A F T I N G @ L E X A R H O M E S .C O M ©2 0 2 1 C O P Y R I G H T B Y L E X A R H O M E S L L C . A L L R I G H T S R E S E R V E D R E V I S I O N T A B L E N O . D A T E R E V . B Y D E S C . PRINT DATE: 5/1 8 /20 2 15/1 8 /2 0 21 S -1 0 1S-1 0 1 SHEET: C L I E N T I N F O : N O E L L E H U N T E R B A S E P L A N I D : C U S T O M L O C A T I O N : 2 3 2 0 S W A N S V I L L E R O A D P O R T T O W N S E N D , W A 9 8 3 6 8 P A R C E L I D : 8 2 1 0 8 1 0 1 9 P R O J E C T I D : 3 7 9 2 1 0 1 3 7 6 STEM WALL SCHEDULE STEM WALLS ARE DESIGNED PRESCRIPTIVELY PER 2018 IRC. HORIZONTAL REINFORCEMENT AS FOLLOWS: (1) #4 REBAR WITHIN 12" OF TOP AND (1) AT MIDPOINT OF STEM WALL PER 2018 IRC R404.1.3.2 AND R.404.1.2(1). **STEM WALLS SHOWN ARE ASSUMING A MAX. OF 48" OF UNBALANCED BACKFILL** FOOTING SCHEDULE F1 16" X 8" CONT. FTG.(2) #4 BAR W/ 24" LAP SPLICES F2 12" X 8" CONT. FTG.(1) #4 BAR W/ 24" LAP SPLICES F3 24" DIA. X 12" FTG.(1) #4 E.W. F4 24" X 24" X 12" FTG.(3) #4 LONG, (3) #4 SHORT F5 16" X 12" CONT. FTG.(2) #4 BAR W/ 24" LAP SPLICES CONTINUOUS FOOTINGS ARE DESIGNED WITH A MIN. SOIL BEARING OF 1500 P.S.F. TYP. U.N.O. VENTING CALCS # OF VENTS 9 11 VENTING AREA 4.23 SQ. FT 5.72 SQ. FT PER CODE SHOWN ON PLANS ALL OTHER PARTS OF THIS PLAN NOT SPECIFICALLY CHECKED ABOVE SHOULD BE CONSIDERED PRESCRIPTIVELY DESIGNED PER THE 2018 IRC AND NOT PROVIDED BY ENGINEER AND/OR ARCHITECT. EXTERIOR FOOTINGS INTERIOR FOOTINGS ISOLATED FOOTINGS (PT LOADS) ALL CONC. STEM WALLS ISOLATED STEM WALLS (CALLED OUT) LATERAL LOAD CONNECTIONS PLEASE NOTE, ONLY THE FOLLOWING HAS BEEN SPECIFICALLY DESIGNED BY ENGINEER AND/OR ARCHITECT. NOTE: LIMITED STRUCTURAL DESIGNNOTE: LIMITED STRUCTURAL DESIGN May 26 2021 FF LLOO OO RR FF RRAA MM II NN GG NN OOTT EE SS DDEE TT AA IILL LAYOUT & INSTALL JOISTS PER MANUFACTURERS LAYOUT. REFER TO JOIST COMPANY LAYOUT FOR CONSTRUCTION, JOIST MANUFACTURER LAYOUT TO SUPERCEDE JOISTS SHOWN ON THIS PLAN. 1 OFFSET JOISTS AS REQUIRED TO AVOID PLUMB DROPS SHOWN ON PLAN. 2 PROVIDE DOUBLE JOIST AT STAIR OPENING. ALIGN WITH INSIDE OF STAIRWELL. 3 =OUTLINE OF FLOOR ABOVE LL EE GG EENN DD =WALL ABOVE =PLUMB DROP =JOIST HANGER UP UP UP B 301 B 301 B 301 B 301 00 11UPPER FLOOR FRAMING 1/4 IN = 1 FT B E A R I N G B E A R I N G B E A R I N G B E A R I N G T Y P . H D R . 3-1/2" X 7-1/2" GLB HDR. TYP. 3 -1 /2 " X 1 2 " G L B H D R . 1 1 -7 /8 " R I M T Y P T Y P H D R T Y P . H D R . A 301 A 301 A 301 A 301 5/18/2021 2 0 0 2 C A T O N W A Y S W O L Y M P I A , W A 9 8 5 0 2 P H : 3 6 0 .9 1 5 9 1 4 2 E X T : 1 2 3 D R A F T I N G @ L E X A R H O M E S .C O M ©2 0 2 1 C O P Y R I G H T B Y L E X A R H O M E S L L C . A L L R I G H T S R E S E R V E D R E V I S I O N T A B L E N O . D A T E R E V . B Y D E S C . PRINT DATE: 5/1 8 /20 2 15/1 8 /2 0 21 S -1 0 2S-1 0 2 SHEET: C L I E N T I N F O : N O E L L E H U N T E R B A S E P L A N I D : C U S T O M L O C A T I O N : 2 3 2 0 S W A N S V I L L E R O A D P O R T T O W N S E N D , W A 9 8 3 6 8 P A R C E L I D : 8 2 1 0 8 1 0 1 9 P R O J E C T I D : 3 7 9 2 1 0 1 3 7 6 ALL OTHER PARTS OF THIS PLAN NOT SPECIFICALLY CHECKED ABOVE SHOULD BE CONSIDERED PRESCRIPTIVELY DESIGNED PER THE 2015 IRC AND NOT PROVIDED BY ENGINEER AND/OR ARCHITECT. BEAMS (VERTICAL LOADS PLEASE NOTE, ONLY THE FOLLOWING HAS BEEN SPECIFICALLY DESIGNED BY ENGINEER AND/OR ARCHITECT. NOTE: LIMITED STRUCTURAL DESIGNNOTE: LIMITED STRUCTURAL DESIGN May 26 2021 A. FIELD NAILING SHALL BE 12" O.C. ON SHEARWALLS A-D ONLY. B. FIELD NAILING SHALL BE 6" O.C. ON SHEARWALLS E-H ONLY. C. BLOCKING IS REQ. AT ALL PANEL EDGES. BLOCKING SIZE MUST MATCH SILL PLATE SIZE. D. SHEATHING TO BE PLACED VERTICALLY. STAGGER SHEATHING WHERE APPLIED ON BOTH SIDES OF WALLS. E. ATTACH BOTTOM PLATE OF WALL TO FLOOR OR SILL W/ .131" X 3" AT 8" O.C. (ASSUMING CONT. SHEATHING OVER RIM/PLATE) F. (2) 2X MAY BE USED IN LIEU OF SINGLE 3X IF EDGE NAILING IS STAGGERED BETWEEN PLATES, & PLATES ARE STITCH NAILED TOGETHER W/ .131" X 3" AT 4" O.C. STAGGERED. G. WHEN USING ANCHOR BOLTS, 3" X 3" X .229" PLATE WASHER SHALL BE USED - SEE NOTES BELOW FOR ADDITIONAL ATTACHMENT REQUIREMENTS. SS HHEE AA RR WW AALL LL SS CC HHEE DD UULL EE NNOO TT EE SS GENERAL NOTES: SS HHEE AA RR WW AALL LL PP LL AANN NNOO TT EE SS PLEASE VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. ANY MODIFICATIONS TO THE STRUCTURE MUST BE REVIEWED & APPROVED BY THE ENGINEER OF RECORD. FOOTINGS SHALL BE SUPPORTED ON UNDISTURBED NATURAL SOILS OR ENGINEERED FILL PER SECTION R403 OF THE 2018 IRC. FOUNDATIONS: ALL CONCRETE MATERIALS SHALL BE PER 2018 IRC SECTION R402. MIN. DESIGN STRENGTH (F'C) SHALL BE 2,500 P.S.I. HOWEVERR, 3,000 P.S.I. CONCRETE IS REQ. FOR WEATHERING PROTECTION WHERE CONCRETE IS EXPOSED TO THE WEATHER. AIR ENTRAINMENT SHALL BE NOT LESS THAN 5% OR MORE THEN 7%. CONCRETE: MIN. GRADE 40 U.N.O. LAP ALL SPLICES PER 2018 IRC SECTION R608.5.4.3. MIN. CONCRETE COVER FOR REINFORCING STEEL PER 2018 IRC SECTION R608.5.4.1. A. INTERIOR FACES OF SLABS &/OR WALLS = 1-1/2" B. EXPOSED TO WEATHER OR EARTH = 1-1/2" FOR #5 & SMALLER & 2" FOR #6 & LARGER C. FOOTING BARS REQUIRE 3" COVER REINFORCING STEEL: ALL ANCHOR BOLTS EMBEDDED IN CONCRETE OR MASONRY SHALL BE A307 U.N.O. (1/2" X 10") POST-INSTALLED BOLTS INTO CONCRETE NOT OTHERWISE SPECIFIED SHALL BE SIMPSON TITEN HD 1/2" X 8" ANCHOR. INSTALL IN ACCORDANCE WITH MFR'S SPEC'S, INCLUDING MIN. EMBEDMENT & EDGE DISTANCE REQUIREMENTS. EPOXY-GROUTED ITEMS SPECIFIED ON THE DRAWINGS SHALL BE GROUTED WITH SIMPSON SET-XP EPOXY. ANCHOR BOLTS: WOOD USED ABOVE GROUND SHALL BE PRESSURE TREATED IN ACCORDANCE WITH AWPA U1 FOR THE CONDITIONS LISTED IN THE CODE PER THE 2018 IRC SECTION R317. P.T. WOOD: 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. METAL CONNECTORS: CONNECTION DESIGNS ARE BASED ON THE PUBLISHED REQUIREMENTS IN TABLE R602 OF THE 2018 IRC. ALTERNATE FASTENING SCHEDULES MAY BE APPROVED IF PROVIDED TO THE ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION. NAILS: PRE-FABRICATED ROOF TRUSSES TO BE DESIGNED, FABRICATED & INSTALLED PER MFR DRAWINGS & 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 REQ. FOR THE STABILITY OF THE TRUSS ELEMENTS UNDER GRAVITY LOADS & IN-PLANE WIND OR SEISMIC LOADS SHALL BE DESIGNED BY THE TRUSS ENGINEER. PRE-FABRICATED ROOF TRUSSES: GLUED LAMINATED WOOD BEAMS SHALL BE GRADE DF24F-V4, FB=2,400 P.S.I., FV=240 P.S.I. U.N.O. GLUED LAMINATED BEAMS (GLB): LVL MATERIAL SHALL HAVE THE FOLLOWING MIN. PROPERTIES: E=1.7E, FB=2,650 P.S.I. PSL MATERIAL SHALL HAVE THE FOLLOWING MIN. PROPERTIES: E=2.0E, FB=3,100 P.S.I. ENGINEERED LUMBER (LVL-PSL): EE NNGG II NNEE EE RR:: EINSTEIN DESIGN CARLIE BERARD, P.E. WILLIAM OBROCK ARCHITECT NCARB 606 COMMERCIAL AVE SUITE D ANACORTES, WA 98221 PHONE: 360.915.9142 EXT:123 SS HHEE AA RR WW AALL LL SS CC HHEE DD UULL EE A 7/16" OSB ONE SIDE .131" X 2.5" @ 6" O.C.48" O.C.2X 260/360 B 7/16" OSB ONE SIDE .131" X 2.5" @ 4" O.C.32" O.C.2X 380/530 C 7/16" OSB ONE SIDE .131" X 2.5" @ 3" O.C.24" O.C.2X 490/680 C1 7/16" OSB EACH SIDE .131" X 2.5" @ 3" O.C.24" O.C.2X 980/1360 D 7/16" OSB ONE SIDE .131" X 2.5" @ 2" O.C.16" O.C.3X OR (2) 2X 510/715 APA RATED SHEATHING NAIL SIZE & SPACING @ EDGES SILL PLATE ATTACHMENT MASAP OR 1/2" ANCHOR BOLT SPACING SILL PLATE SIZE @ FND CAPACITY (PLF) SEISMIC/WINDLABEL G1 19/32" OSB EACH SIDE .148" X 3" @ 3" O.C.24" O.C.2X 1320/1860 H 19/32" OSB ONE SIDE .148" X 3" @ 2" O.C.16" O.C.3X OR (2) 2X 870/1200 F 19/32" OSB ONE SIDE .148" X 3" @ 4" O.C.32" O.C.2X 500/700 E 19/32" OSB ONE SIDE .148" X 3" @ 6" O.C.72" O.C.2X 340/4750 G 19/32" OSB ONE SIDE .148" X 3" @ 3" O.C.24" O.C.2X 500/700 5/18/2021 W04 3056SH 3068 3 0 6 8 W02 4056SH W02 4056SH 3068 W01 3010PIC W02 4056SH W05 2020PIC 3068 5 0 6 8 2868 3 0 6 8 W 0 1 3 0 1 0 P I C 3 0 6 8 W 0 3 1 0 1 0 S C W 0 3 1 0 1 0 S C W 0 3 1 0 1 0 S C 1 6 0 8 6 3068 W04 3056SH 4 0 6 8 3 0 4 0 3 0 6 8 M U R P H Y 3 0 6 8 3 0 6 8 3 0 6 8 C C C B A A CC A A B C 8'-7 1/2" 1 ' 00 11BRACED LATERAL PLAN 1 1 1 1 B BBB 1/4 IN = 1 FT A AAA C CCC D DDD E EEE 2 2 2 2 6 6 6 6 5 5 5 5 4 4 4 4 3 3 3 3 B E A R I N G B E A R I N G B E A R I N G B E A R I N G T Y P . H D R . 3-1/2" X 7-1/2" GLB HDR. TYP. 3 -1 /2 " X 1 2 " G L B H D R . T Y P H D R DOUBLE PORTAL FRAMING PER DETAIL A-09 DOUBLE PORTAL FRAMING PER DETAIL A-09 S T H D 1 4 S T H D 1 4 R J S T H D 1 4 R J S T H D 1 4 R J STHD14RJ S T H D 1 4 R J S T H D 1 4 R J S T H D 1 4 STHD14 STHD14 T Y P . H D R . W06 4026HS 2868 W 0 8 1 0 1 0 P I C W09 4050HS W 0 8 1 0 1 0 P I C W 0 7 4 0 4 0 H S 2868 G GGG F FFF H HHH 9 9 9 9 8 8 8 8 7 7 7 7 00 22 BRACED LATERAL PLAN - UPPER FLOOR 1/4 IN = 1 FT ROOF LOAD:SNOW - 25. PSF, DEAD - 15 PSF WIND SPEED:130 MPH (ULT), 100 MPH (ASD), EXPOSURE "B" SEISMIC:DESIGN CATEGORY "D0", SS = 1.351, S1 = 0.493, IE = 1.0 , SITE CLASS "D", R = 6.5 SOIL BEARING:1500 P.S.F. U.N.O. FROST DEPTH:MIN. BEARING DEPTH SHALL BE 12" U.N.O. 2 0 0 2 C A T O N W A Y S W O L Y M P I A , W A 9 8 5 0 2 P H : 3 6 0 .9 1 5 9 1 4 2 E X T : 1 2 3 D R A F T I N G @ L E X A R H O M E S .C O M ©2 0 2 1 C O P Y R I G H T B Y L E X A R H O M E S L L C . A L L R I G H T S R E S E R V E D R E V I S I O N T A B L E N O . D A T E R E V . B Y D E S C . PRINT DATE: 5/1 8 /20 2 15/1 8 /2 0 21 S -2 0 1S-2 0 1 SHEET: C L I E N T I N F O : N O E L L E H U N T E R B A S E P L A N I D : C U S T O M L O C A T I O N : 2 3 2 0 S W A N S V I L L E R O A D P O R T T O W N S E N D , W A 9 8 3 6 8 P A R C E L I D : 8 2 1 0 8 1 0 1 9 P R O J E C T I D : 3 7 9 2 1 0 1 3 7 6 DESIGN CRITERIA May 26 2021 =2X6 WALL - FULL HEIGHT WALL PER PLAN - STUDS SPACED AT 16" O.C. - PROVIDE R-23.5 BIBS INSULATION ON EXTERIOR WALLS. PROVIDE 1/2" DRYWALL OR 7/16" OSB AS REQUIRED. FF LLOO OO RR PP LL AANN NN OO TT EESS DDEE TT AA IILL ALL HEADERS ON EXTERIOR WALLS TO BE INSULATED W/ 2" R-10 RIGID FOAM OR EQ. WHERE ABLE. USE 3-1/2" OR 3-1/8" WIDE HEADERS WHENEVER POSSIBLE TO ACCOMPLISH THIS. A-02 1 PROVIDE LANDING (BY OTHERS) AT MIN. 36" DEPTH BY FULL WIDTH OF DOOR. LANDINGS OVER 36" ABOVE GRADE REQUIRED GUARD PER 2018 IRC. 2 PROVIDE 18" X 24" OPENING FOR CRAWL SPACE ACCESS. PLACE OPENING BETWEEN FLOOR JOISTS. ACCESS TO UNDER FLOOR SPACE PER 2018 IRC SECTION R408.4 3 PROVIDE A MIN. 22" X 30" ROUGH OPENING FOR ATTIC ACCESS W/ TIGHT FITTING DOOR THAT IS BACKED W/ INSULATION. PROVIDE DROP DOWN LADDER ACCESS. 4 SELF CLOSING 1-3/8" SOLID CORE (20 MINUTE) FIRE DOOR. 5 INSTALL RECESSED DRYER VENT BOX BEHIND DRYER. DRYER VENT TO RUN INTO FDN TYP. U.N.O. 6 PROVIDE 1/8" HARDBOARD W/ FSK PAPER OR EQUIVALENT MOISTURE RATED BOARD BEHIND ALL TUBS & SHOWERS AT EXTERIOR WALLS FOR FULL 6- SIDED INSULATION INSTALL. 7 PROVIDE 5/8" TYPE-X GWB ON HOUSE/GARAGE COMMON WALLS AS REQ. 8 PROVIDE CONTINUOUS HANDRAIL ON AT LEAST ON SIDE, FULL LENGTH OF STAIRS W/ RETURNS AT EACH END. TOP OF HANDRAIL SHALL BE NOT LESS THAN 34" & NOT MORE THAN 38" ABOVE NOSING OF STAIRS. 11 THE ENCLOSED USABLE SPACE UNDER STAIRS TO BE ONE-HOUR FIRE-RESISTIVE CONSTRUCTION AT WALLS & CEILING APPLIED AT THE STAIR UNDERSIDE. FIRE BLOCK BETWEEN STRINGERS & ALONG RUN BETWEEN STUDS. 12 A-07.1 A-07.1 GGEE NN EE RRAA LL FF RRAA MM IINN GG NN OO TTEE SS TYPICAL FLOOR FRAMING CONSISTS OF 3/4" (OR EQUIVALENT) T&G APA RATED SHEATHING (SPAN RATING 48/24) OVER I-JOISTS PER PLAN. A FIRE BLOCKING IS REQ. AT ALL PENETRATIONS AT THE WALLS & PLATES INCLUDE: PLUMBING, ELECTRICAL & MECHANICAL PENETRATIONS. FIRE BLOCK AT MIN. 10' O.C. HORIZONTALLY IN WALL CAVITIES. B U.N.O. NAIL ALL TOP PLATES TOGETHER W/ 10D NAILS AT 12" O.C. & AT SPLICES W/ 10D NAILS AT 6" O.C. LAP SPLICES A MIN. OF 48" TYP. NAIL ALL BOTTOM PLATES TO FLOOR SHEATHING & MUDSILL W/ (2) 10D NAILS AT EACH STUD BAY. NAIL ALL OSB SHEATHING W/ 8D NAILS AT 6" O.C. ON EDGE & 12" O.C. IN THE FIELD U.N.O. EXTERIOR STUDS MUST BE SPACED AT 16" O.C. C WHERE POSTS OCCUR PROVIDE SOLID VERTICAL GRAIN BLOCKING SOLID THRU FLOOR TO MATCHING SUPPORTS U.N.O. D PROVIDE (2) BEARING (TRIMMER) STUDS BELOW EACH END OF ALL HEADERS, BEAMS & GIRDER TRUSSES 6'-0" IN LENGTH & OVER U.N.O. E USE 5/8" SHEETROCK OR 1/2" SAG-RESISTANT AT CEILING PER 2018 IRC SECTION R702.3.5 & TABLE. F SEE ENGINEERING ON S-201 FOR ALL SHEARWALL PLACEMENTS & REQUIREMENTS. SHEARWALL DETAILS MUST BE FOLLOWED EXACTLY. NOTIFY THE DESIGNER OF ANY DISCREPANCIES OR CONCERNS. G REVIEW APPROVED PLANS & DETAILS PRIOR TO STARTING FRAMING WORK. CHECK FOR SPECIFIC REQUIREMENTS ON NAILING, BLOCKING, SHEATHING & ANCHOR ATTACHMENTS. H 6X6 OR 4X4 POST IN WALL. GANG STUDS MAY BE USED INSTEAD OF SOLID POST TYP. U.N.O. I SUB-CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING: - VERIFYING & MEETING ALL LOCAL & STATE CODE REQ. - REVIEWING APPROVED PLANS & COMPLYING WITH ALL APPROVED REQ. OF THE ENGINEER & THE BUILDING DEPT. - MEETING ALL SAFETY REQUIREMENTS & STANDARD SAFETY PRACTICES THAT ARE RECOMMENDED & OR REQ. BY STATE & LOCAL AUTHORITIES. - VERIFY ACCURACY OF ALL DIMENSIONS. DO NOT SCALE THE DRAWINGS! IF DISCREPANCIES OCCUR, PLEASE CONTACT THE DESIGNER. J LL EE GG EENN DD =2X4 WALL - FULL HEIGHT WALL PER PLAN - STUDS SPACED AT 16" O.C. - PROVIDE 1/2" DRYWALL OR 7/16" OSB AS REQUIRED. =2X6 HALF WALL - 42" TALL WALL W/ WOOD CAP - STUDS SPACED AT 16" O.C. W/ 1/2" DRYWALL ON EACH SIDE AS REQ. ALL PORCH BEAMS TO BE POCKETED INTO WALLS PER DETAIL A-05. TYP. U.N.O. 9 MAIN FLOOR CEILING HEIGHT: 9' - TYP. U.N.O. VAULTED AREA: 12' PLATE SECOND FLOOR CEILING HEIGHT: 8' - TYP. U.N.O. 10 WOOD BURNING FIREPLACE WITH VERTICAL FLUE - FIELD LOCATE. 13 UP S S DWS S DW T 36"X72" TILE SHWR STOVE RANGE T WALL OVEN W /D HP WH F R /I I C E HB HB S GARAGE DOOR OPENER W04 3056SH 3068 3 0 6 8 W02 4056SH W02 4056SH 3068 W01 3010PIC W02 4056SH W05 2020PIC 3068 5 0 6 8 2868 3 0 6 8 W 0 1 3 0 1 0 P I C 3 0 6 8 W 0 3 1 0 1 0 S C W 0 3 1 0 1 0 S C W 0 3 1 0 1 0 S C 1 6 0 8 6 3068 W04 3056SH 4 0 6 8 3 0 4 0 3 0 6 8 M U R P H Y 3 0 6 8 3 0 6 8 3 0 6 8 UP UP S &R S &R SHELFSHELF S H E L F S H E L F S H E L F S H E L F SHELFSHELF CO SD SD SD B 301 B 301 B 301 B 301 52' 35'-6"8'8'-6" 52' 5'-4"5'-0 1/2"3'4'-7"9'-1 1/2"3' 5 3 ' 2 8 ' 2 3 ' 2 6 ' 2 ' 9 '-2 1 /2 " 1 3 '-9 1 /2 " 2 ' 5 3 ' 2 1 ' 5 ' 2 7 ' 16'24'12' 3 '-6 " 5 '-8 1 /2 " 2 '-3 1 /2 " 8 ' 3 '-6 " 1 8 '-6 " 9 '-6 " 1 1 '-4 1 /2 " 3 '-1 1 /2 " 3 '-2 1 /2 " 5 '-3 1 /2 " 2 ' 4'6'-4"5'-5 1/2"2 1/2"11'-10 1/2"8'-1 1/2"4' 6'-4 1/2"4' 5 '-1 0 " 3 '-2 1 /2 " 5'-5"10'-4 1/2"19'-8 1/2"6'-7"1'-5" 3 '-9 " 5 '-3 1 /2 " 2 '-5 1 /2 " 6 '-2 1 /2 " 4 ' 1 '-3 1 /2 " 2 ' 4'-6 1/2"4'-5"7'-0 1/2" 1 0 '-6 " 1 0 '-6 " 3 '-6 " 3 '-6 " 2 ' 2 3 ' 2 ' 5'-7"6'-5 1/2" 1'-4"1'-4" 7 ' (D R O P P L A T E 2 4 ") 1 '-6 " 5'-2"3'4' 4 ' 1 5 '-5 1 /2 " 4'-1 3/4"3'-10 1/4" 4'-6 1/2"3'-11 1/2"2'-7"4' 4'4' 00 11MAIN FLOOR PLAN 1/4 IN = 1 FT MM AASS TT EE RR BBAA TT HH GGAA RRAA GG EE EE NNTT RR YY LL II VV IINN GG RR OOOO MM OO FF FF IICC EE 22 WW ..II ..CC .. PP AA NNTT RR YY 1313 24X30 ATTIC 44 VAULT RIDGE 1 0 /1 2 P I T C H 1 0 /1 2 P I T C H KK IITT CC HHEE NN B E A R I N G B E A R I N G B E A R I N G B E A R I N G T Y P . H D R . 3-1/2" X 7-1/2" GLB HDR. TYP.11 22 2255 MM AA SS TT EERR BBEE DD RROO OO MM H E A T P U M P 3 -1 /2 " X 1 2 " G L B H D R . V A U L T T O F L A T BALLOON FRAMING AT STAIRWELL 18X24 CRAWL 33 24X30 ATTIC W/ LADDER 44 HH AALL LL 9' CEILING 9' CEILING 9' CEILING 9' CEILING FREESTANDING TUB T Y P H D R T Y P . H D R . A 301 A 301 A 301 A 301 EXTERIOR DOOR SCHEDULE SIZE ROOM NAME FIRE TEMPERED COMMENTS AREA 3068 R EX ENTRY/PORCH COVER 20.0 16086 GARAGE 136.0 3068 L EX ENTRY/GARAGE 20.0 3068 L EX LIVING ROOM 20.0 3068 R EX GARAGE 20.0 TOTALS:216.0 ROOM FINISH SCHEDULE ROOM NAME AREA, INTERIOR (SQ FT)FLOOR FINISH MASTER BEDROOM 140 W.I.C.65 MASTER BATH 83 HALL 114 UNHEATED STORAGE 41 SITTING AREA 108 ENTRY 49 BATH 44 LIVING ROOM 425 STORAGE 41 OFFICE 175 OFFICE 2 PANTRY 31 SOLAR HEAT GAIN COEFFICIENT (SHGC) TO BE 0.25 TYP. U.N.O. AREA SHOWN IS PER INDIVIDUAL UNIT. AVERAGE U-FACTOR FOR WINDOWS ON THIS HOME TO BE AS FOLLOWS: 0.27 0.24 0.20 WINDOW SCHEDULE NUMBER LABEL EGRESS TEMPERED COMMENTS QTY AREA W01 3010PIC 2 3.0 W02 4056SH YES YES 3 22.0 W03 1010SC 3 1.0 W04 3056SH 2 16.5 W05 2020PIC 1 4.0 W06 4026HS 1 10.0 W07 4040HS 1 16.0 W08 1010PIC 2 1.0 W09 4050HS 1 20.0 TOTALS:160.0 5/18/2021 2 0 0 2 C A T O N W A Y S W O L Y M P I A , W A 9 8 5 0 2 P H : 3 6 0 .9 1 5 9 1 4 2 E X T : 1 2 3 D R A F T I N G @ L E X A R H O M E S .C O M ©2 0 2 1 C O P Y R I G H T B Y L E X A R H O M E S L L C . A L L R I G H T S R E S E R V E D R E V I S I O N T A B L E N O . D A T E R E V . B Y D E S C . PRINT DATE: 5/1 8 /20 2 15/1 8 /2 0 21 A -1 0 1A-1 0 1 SHEET: C L I E N T I N F O : N O E L L E H U N T E R B A S E P L A N I D : C U S T O M L O C A T I O N : 2 3 2 0 S W A N S V I L L E R O A D P O R T T O W N S E N D , W A 9 8 3 6 8 P A R C E L I D : 8 2 1 0 8 1 0 1 9 P R O J E C T I D : 3 7 9 2 1 0 1 3 7 6 May 26 2021 =2X6 WALL - FULL HEIGHT WALL PER PLAN - STUDS SPACED AT 16" O.C. - PROVIDE R-23.5 BIBS INSULATION ON EXTERIOR WALLS. PROVIDE 1/2" DRYWALL OR 7/16" OSB AS REQUIRED. FF LLOO OO RR PP LL AANN NN OO TT EESS DDEE TT AA IILL ALL HEADERS ON EXTERIOR WALLS TO BE INSULATED W/ 2" R-10 RIGID FOAM OR EQ. WHERE ABLE. USE 3-1/2" OR 3-1/8" WIDE HEADERS WHENEVER POSSIBLE TO ACCOMPLISH THIS. A-02 1 PROVIDE LANDING (BY OTHERS) AT MIN. 36" DEPTH BY FULL WIDTH OF DOOR. LANDINGS OVER 36" ABOVE GRADE REQUIRED GUARD PER 2018 IRC. 2 PROVIDE 18" X 24" OPENING FOR CRAWL SPACE ACCESS. PLACE OPENING BETWEEN FLOOR JOISTS. ACCESS TO UNDER FLOOR SPACE PER 2018 IRC SECTION R408.4 3 PROVIDE A MIN. 22" X 30" ROUGH OPENING FOR ATTIC ACCESS W/ TIGHT FITTING DOOR THAT IS BACKED W/ INSULATION. PROVIDE DROP DOWN LADDER ACCESS. 4 SELF CLOSING 1-3/8" SOLID CORE (20 MINUTE) FIRE DOOR. 5 INSTALL RECESSED DRYER VENT BOX BEHIND DRYER. DRYER VENT TO RUN INTO FDN TYP. U.N.O. 6 PROVIDE 1/8" HARDBOARD W/ FSK PAPER OR EQUIVALENT MOISTURE RATED BOARD BEHIND ALL TUBS & SHOWERS AT EXTERIOR WALLS FOR FULL 6- SIDED INSULATION INSTALL. 7 PROVIDE 5/8" TYPE-X GWB ON HOUSE/GARAGE COMMON WALLS AS REQ. 8 PROVIDE CONTINUOUS HANDRAIL ON AT LEAST ON SIDE, FULL LENGTH OF STAIRS W/ RETURNS AT EACH END. TOP OF HANDRAIL SHALL BE NOT LESS THAN 34" & NOT MORE THAN 38" ABOVE NOSING OF STAIRS. 11 THE ENCLOSED USABLE SPACE UNDER STAIRS TO BE ONE-HOUR FIRE-RESISTIVE CONSTRUCTION AT WALLS & CEILING APPLIED AT THE STAIR UNDERSIDE. FIRE BLOCK BETWEEN STRINGERS & ALONG RUN BETWEEN STUDS. 12 A-07.1 A-07.1 GGEE NN EE RRAA LL FF RRAA MM IINN GG NN OO TTEE SS TYPICAL FLOOR FRAMING CONSISTS OF 3/4" (OR EQUIVALENT) T&G APA RATED SHEATHING (SPAN RATING 48/24) OVER I-JOISTS PER PLAN. A FIRE BLOCKING IS REQ. AT ALL PENETRATIONS AT THE WALLS & PLATES INCLUDE: PLUMBING, ELECTRICAL & MECHANICAL PENETRATIONS. FIRE BLOCK AT MIN. 10' O.C. HORIZONTALLY IN WALL CAVITIES. B U.N.O. NAIL ALL TOP PLATES TOGETHER W/ 10D NAILS AT 12" O.C. & AT SPLICES W/ 10D NAILS AT 6" O.C. LAP SPLICES A MIN. OF 48" TYP. NAIL ALL BOTTOM PLATES TO FLOOR SHEATHING & MUDSILL W/ (2) 10D NAILS AT EACH STUD BAY. NAIL ALL OSB SHEATHING W/ 8D NAILS AT 6" O.C. ON EDGE & 12" O.C. IN THE FIELD U.N.O. EXTERIOR STUDS MUST BE SPACED AT 16" O.C. C WHERE POSTS OCCUR PROVIDE SOLID VERTICAL GRAIN BLOCKING SOLID THRU FLOOR TO MATCHING SUPPORTS U.N.O. D PROVIDE (2) BEARING (TRIMMER) STUDS BELOW EACH END OF ALL HEADERS, BEAMS & GIRDER TRUSSES 6'-0" IN LENGTH & OVER U.N.O. E USE 5/8" SHEETROCK OR 1/2" SAG-RESISTANT AT CEILING PER 2018 IRC SECTION R702.3.5 & TABLE. F SEE ENGINEERING ON S-201 FOR ALL SHEARWALL PLACEMENTS & REQUIREMENTS. SHEARWALL DETAILS MUST BE FOLLOWED EXACTLY. NOTIFY THE DESIGNER OF ANY DISCREPANCIES OR CONCERNS. G REVIEW APPROVED PLANS & DETAILS PRIOR TO STARTING FRAMING WORK. CHECK FOR SPECIFIC REQUIREMENTS ON NAILING, BLOCKING, SHEATHING & ANCHOR ATTACHMENTS. H 6X6 OR 4X4 POST IN WALL. GANG STUDS MAY BE USED INSTEAD OF SOLID POST TYP. U.N.O. I SUB-CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING: - VERIFYING & MEETING ALL LOCAL & STATE CODE REQ. - REVIEWING APPROVED PLANS & COMPLYING WITH ALL APPROVED REQ. OF THE ENGINEER & THE BUILDING DEPT. - MEETING ALL SAFETY REQUIREMENTS & STANDARD SAFETY PRACTICES THAT ARE RECOMMENDED & OR REQ. BY STATE & LOCAL AUTHORITIES. - VERIFY ACCURACY OF ALL DIMENSIONS. DO NOT SCALE THE DRAWINGS! IF DISCREPANCIES OCCUR, PLEASE CONTACT THE DESIGNER. J LL EE GG EENN DD =2X4 WALL - FULL HEIGHT WALL PER PLAN - STUDS SPACED AT 16" O.C. - PROVIDE 1/2" DRYWALL OR 7/16" OSB AS REQUIRED. =2X6 HALF WALL - 42" TALL WALL W/ WOOD CAP - STUDS SPACED AT 16" O.C. W/ 1/2" DRYWALL ON EACH SIDE AS REQ. ALL PORCH BEAMS TO BE POCKETED INTO WALLS PER DETAIL A-05. TYP. U.N.O. 9 MAIN FLOOR CEILING HEIGHT: 9' - TYP. U.N.O. VAULTED AREA: 12' PLATE SECOND FLOOR CEILING HEIGHT: 8' - TYP. U.N.O. 10 WOOD BURNING FIREPLACE WITH VERTICAL FLUE - FIELD LOCATE. 13 DN W06 4026HS 2868 W 0 8 1 0 1 0 P I C W09 4050HS W 0 8 1 0 1 0 P I C W 0 7 4 0 4 0 H S 2868 CO SD B 301 B 301 B 301 B 301 8'8'-6" 2 3 ' 2 ' 6 '-2 1 /2 " 1 1 '-0 1 /2 " 5 '-9 " 5 '-3 1 /2 " 5 '-9 " 4'4' 16'-6" 7'-6 1/2"8'-11 1/2" 4'3'-6 1/2" 9 '-0 1 /2 " 5 ' 1 0 '-1 1 1 /2 " 2 5 ' 2 '-6 " 3'-11 1/4"3'-8 1/4" 8'-10 1/2" 3 '-5 " FF LL EE XX SS IITT TT IINN GG AARR EE AA 00 11UPPER FLOOR PLAN 1/4 IN = 1 FT UU NN HHEE AA TTEE DD SS TT OO RRAA GGEE LL OO FF TT UU NN HHEE AA TTEE DD SS TT OO RRAA GGEE VAULT RIDGE 1 0 /1 2 P I T C H 1 0 /1 2 P I T C H OO PPEE NN TTOO BBEE LL OO WW VAULT TO FLAT VAULT TO FLAT B A L C O N Y O P E N I N G 1 /2 W A L L A 301 A 301 A 301 A 301 EXTERIOR DOOR SCHEDULE SIZE ROOM NAME FIRE TEMPERED COMMENTS AREA 3068 R EX ENTRY/PORCH COVER 20.0 16086 GARAGE 136.0 3068 L EX ENTRY/GARAGE 20.0 3068 L EX LIVING ROOM 20.0 3068 R EX GARAGE 20.0 TOTALS:216.0 ROOM FINISH SCHEDULE ROOM NAME AREA, INTERIOR (SQ FT)FLOOR FINISH MASTER BEDROOM 140 W.I.C.65 MASTER BATH 83 HALL 114 UNHEATED STORAGE 41 SITTING AREA 108 ENTRY 49 BATH 44 LIVING ROOM 425 STORAGE 41 OFFICE 175 OFFICE 2 PANTRY 31 SOLAR HEAT GAIN COEFFICIENT (SHGC) TO BE 0.25 TYP. U.N.O. AREA SHOWN IS PER INDIVIDUAL UNIT. AVERAGE U-FACTOR FOR WINDOWS ON THIS HOME TO BE AS FOLLOWS: 0.27 0.24 0.20 WINDOW SCHEDULE NUMBER LABEL EGRESS TEMPERED COMMENTS QTY AREA W01 3010PIC 2 3.0 W02 4056SH YES YES 3 22.0 W03 1010SC 3 1.0 W04 3056SH 2 16.5 W05 2020PIC 1 4.0 W06 4026HS 1 10.0 W07 4040HS 1 16.0 W08 1010PIC 2 1.0 W09 4050HS 1 20.0 TOTALS:160.0 5/18/2021 2 0 0 2 C A T O N W A Y S W O L Y M P I A , W A 9 8 5 0 2 P H : 3 6 0 .9 1 5 9 1 4 2 E X T : 1 2 3 D R A F T I N G @ L E X A R H O M E S .C O M ©2 0 2 1 C O P Y R I G H T B Y L E X A R H O M E S L L C . A L L R I G H T S R E S E R V E D R E V I S I O N T A B L E N O . D A T E R E V . B Y D E S C . PRINT DATE: 5/1 8 /20 2 15/1 8 /2 0 21 A -1 0 2A-1 0 2 SHEET: C L I E N T I N F O : N O E L L E H U N T E R B A S E P L A N I D : C U S T O M L O C A T I O N : 2 3 2 0 S W A N S V I L L E R O A D P O R T T O W N S E N D , W A 9 8 3 6 8 P A R C E L I D : 8 2 1 0 8 1 0 1 9 P R O J E C T I D : 3 7 9 2 1 0 1 3 7 6 May 26 2021 PROJECTED -THIS IS THE AREA OF THE ROOF PLANE POLYLINE, INCLUDING FASCIA AND SHADOW BOARDS, AS SEEN IN FLOOR PLAN VIEW. IT DOES NOT EQUAL THE ROOF SURFACE AREA UNLESS THE PITCH IS 0. SURFACE -THIS IS THE AREA OF THE ROOF PLANE'S TOP SURFACE, WHICH COVERS THE FASCIA AND SHADOW BOARDS WITH THE PITCH TAKEN INTO ACCOUNT. OVERHANG -THIS IS THE AREA OF THE ROOF PLANE'S OVERHANG, INCLUDING FASCIA AND SHADOW BOARDS, AS SEEN IN FLOOR PLAN VIEW. VAULTED -THIS IS THE AREA OF THE CEILING PLANE POLYLINE, AS SEEN IN FLOOR PLAN VIEW. IT DOES NOT EQUAL THE CEILING SURFACE AREA UNLESS THE PITCH IS 0. R-07 2 CONTINUOUS RIDGE VENTING - CUT SHEATHING BACK 1" AT RIDGE ON EACH SIDE - SEE NOTE 6 FOR VENTING REQUIREMENTS. 11 SQ. IN. NFVA PER LINEAR FOOT. 3 4 PROVIDE A MIN. 22" X 30" ROUGH OPENING FOR ATTIC ACCESS W/ TIGHT FITTING DOOR THAT IS BACKED W/ INSULATION. 5 FOLLOW ALL TRUSS FRAMING DETAILS PER MFR. TRUSS COMPANY LAYOUT SUPERCEDES TRUSSES SHOWN ON THIS PLAN. 6 PROVIDE ATTIC VENTILATION PER 2018 IRC SECTION R806.2. THE NET FREE VENTILATED AREA SHALL BE 1/300 SQ. FT. 50% OF THE REQ. VENTILATION AREA SHALL BE A MAX OF 3' BELOW THE RIDGE OR HIGHEST POINT OF SPACE. THE BALANCE OF REQ. VENTILATION SHALL BE PROVIDED AT THE EAVES. MIN. ROOF VENTILATION TO BE A 50/50 SPLIT. PREFERRED VENTILATION TO BE A 40 (UPPER)/60 (LOWER) SPLIT. 7 8 U.N.O. SHEATH ROOF PER 2018 IRC SECTION R602 & TABLE R605.3(1). FASTEN PANELS W/ 8D NAILS AT 6" O.C. AT EDGE & 12" O.C. IN THE FIELD. DO NOT STAPLE UNLESS APPROVED BY A LICENSED ENGINEER! 9 U.N.O. TOE-NAIL EACH END OF TRUSS AT BEARING WALLS W/ (2) 10D NAILS & FASTEN W/ TRUSS CLIPS PER PLAN. TOE-NAIL ALL GABLE END TRUSSES W/ (2) 10D NAILS AT 16" O.C. INTO TOP PLATES. 10 TYPICAL OVERHANGS AS FOLLOWS U.N.O. (MEASURED FROM WALL FRAMING) -GABLES - 13-1/2" - EAVES - 17-1/2" 11 PROVIDE VENTED SOFFITS AT ALL EAVES U.N.O. 11 SQ. IN. NFVA PER LINEAR FOOT. R-01.1 R-01.1 RR OO OOFF SS HHEE AA TTHH II NNGG SSII ZZ EE UP TO 40 LBS 7/16" OSB UP TO 70 LBS 15/32" OSB UP TO 130 LBS 5/8" OSB RR OO OOFF AARR EE AA NNOO TT EE SS RR OO OOFF PP LLAA NN NN OOTT EE SS DDEE TT AA IILL 1 IF NOT USING JACK TRUSSES FROM MFR. FOR OVERFRAMING AREAS, REFER TO NOTES BELOW FOR OVER FRAMING CONSTRUCTION (2018 IRC SECT. 802.3 & TABLE 802.4.1 RIDGE BEAM MUST BE SAME HEIGHT AS RAFTER END CUT OR LARGER - 2X4 RAFTER (RAFTER SPAN UP TO 6'-0") - 2X6 RAFTER (RAFTER SPAN UP TO 8'-10") - 2X8 RAFTER (RAFTER SPAN UP TO 11'-2") - 2X10 RAFTER (RAFTER SPAN UP TO 13'-8") THESE VALUES ARE BASED OFF A 24" SPACING USING D.F. #2 LUMBER.FOR ALTERNATE SPACING OR LUMBER TYPE, REFER TO TABLE 802.4.1(4) FOR ALTERNATIVE ROOF HOLE CUTOUT AND DUCT TYPE/SIZE, REFER TO 2018 IRC M1506.2. EXHAUST FAN LOCATION - TO BE VENTED TOWARDS BACK OF HOME - DETERMINED IN FIELD - 6" DIA. HOLE CUT OUT FOR VENTING W/ 6" FLEX DUCT. 11 00 :: 11 22 11 00 :: 11 22 11 00 :: 11 22 11 00 :: 11 22 11 00 :: 11 22 11 00 :: 11 22 B 301 B 301 B 301 B 301 1'-6 1/2" 2 ' 1'-1" 2 ' 1'-6" 2 ' 2 ' 00 11ROOF PLAN 1/4 IN = 1 FT 24X30 ATTIC 44 VAULT RIDGE 1 0 /1 2 P I T C H 1 0 /1 2 P I T C H 33 33 33 11 11 GIRDER 77 R-07 R-07 77 PRE-MANUFACTURED TRUSSES @24" O.C. PER MFR SPECS P R E -M A N U F A C T U R E D T R U S S E S @ 2 4 " O .C . P E R M F R S P E C S PARALLEL CHORD TRUSSES @24" O.C. PER MFR SPECS R-01.1 R-01.1 R-01.1 R-01.1 R-01.4 R-01.4 R-02 R-02 R-03.1 R-03.1 R01.1 R01.1 3-1/2" X 7-1/2" GLB HDR. TYP. 3 -1 /2 " X 1 2 " G L B H D R . V A U L T T O F L A T 24X30 ATTIC W/ LADDER 44 PRE-MANUFACTURED ATTIC TRUSSES @24" O.C. PER MFR SPECS MATCH ROOFLINE WITH OTHER TRUSSES MATCH ROOFLINE WITH PARALLEL CHORD TRUSSES A 301 A 301 A 301 A 301 11 00 :: 11 221100 :: 11 22 11 00 :: 11 221100 :: 11 22 1 ' 1'-6 1/2" VAULT TO FLAT VAULT TO FLAT 77 P R E -M A N U F A C T U R E D T R U S S E S @ 2 4 " O .C . P E R M F R S P E C S 33 33 G I R D E R G I R D E R PRE-MANUFACTURED TRUSSES @24" O.C. PER MFR SPECS A 301 A 301 5/18/2021 2 0 0 2 C A T O N W A Y S W O L Y M P I A , W A 9 8 5 0 2 P H : 3 6 0 .9 1 5 9 1 4 2 E X T : 1 2 3 D R A F T I N G @ L E X A R H O M E S .C O M ©2 0 2 1 C O P Y R I G H T B Y L E X A R H O M E S L L C . A L L R I G H T S R E S E R V E D R E V I S I O N T A B L E N O . D A T E R E V . B Y D E S C . PRINT DATE: 5/1 8 /20 2 15/1 8 /2 0 21 A -1 0 6A-1 0 6 SHEET: C L I E N T I N F O : N O E L L E H U N T E R B A S E P L A N I D : C U S T O M L O C A T I O N : 2 3 2 0 S W A N S V I L L E R O A D P O R T T O W N S E N D , W A 9 8 3 6 8 P A R C E L I D : 8 2 1 0 8 1 0 1 9 P R O J E C T I D : 3 7 9 2 1 0 1 3 7 6 ROOF AREA PROJECTED SURFACE OVERHANG VAULTED 2307 SQ. FT.3003 SQ. FT.403 SQ. FT.774 SQ. FT. May 26 2021 8 '-1 1 /8 " 1 2 ' 9 '-1 1 /8 " 00 11ELEVATION - FRONT TOP OF SUBFLOOR - 0' TOP OF WALL- 9'-1 1/8" APPROXIMATE HEIGHT - 23'-7" 1/4 IN = 1 FT TOP OF SUBFLOOR- 10'-1 3/4" TOP OF CEILING - 18'-2 7/8" TOP OF PLATE- 12' TYP.12 10 TOP OF SUBFLOOR - 0' APPROXIMATE HEIGHT - 23'-7" HORIZONTAL LAP SIDING STANDING SEAM METAL ROOFING RIDGE VENTING, TYP. BOARD & BATT SIDING TOP OF WINDOW @ 84" AFF RAISE TRUSS HEEL TO MATCH RIDGE HEIGHT TOP OF STEM WALL - -11 3/4"TOP OF STEM WALL - -11 3/4" 00 44 ELEVATION - LEFT 3/16 IN = 1 FT 00 22 ELEVATION - RIGHT 3/16 IN = 1 FT 5/18/2021 2 0 0 2 C A T O N W A Y S W O L Y M P I A , W A 9 8 5 0 2 P H : 3 6 0 .9 1 5 9 1 4 2 E X T : 1 2 3 D R A F T I N G @ L E X A R H O M E S .C O M ©2 0 2 1 C O P Y R I G H T B Y L E X A R H O M E S L L C . A L L R I G H T S R E S E R V E D R E V I S I O N T A B L E N O . D A T E R E V . B Y D E S C . PRINT DATE: 5/1 8 /20 2 15/1 8 /2 0 21 A -2 0 1A-2 0 1 SHEET: C L I E N T I N F O : N O E L L E H U N T E R B A S E P L A N I D : C U S T O M L O C A T I O N : 2 3 2 0 S W A N S V I L L E R O A D P O R T T O W N S E N D , W A 9 8 3 6 8 P A R C E L I D : 8 2 1 0 8 1 0 1 9 P R O J E C T I D : 3 7 9 2 1 0 1 3 7 6 00 33 ELEVATION - BACK 1/4 IN = 1 FT May 26 2021 STEM WALL & HORIZONTAL REBAR PER SCHEDULE (SEE SHEET S-101) #4 VERT BAR @ 48" O.C. U.N.O. .6 MIL. BLACK POLY. VAPOR BARRIER (SEALED TO STEM WALLS) FINIS HED GRADE JOISTS PER PLAN 3/4" T&G SUBFLOOR (GLUED & NAILED) RIM BOARD PER PLAN R-30 INSULATION P.T. 2X6 SILL PLATE WITH 1/2" EXTERIOR OFFSET ANCHOR BOLT PER PLAN OR SHEARWALL SCHEDULE SHEATHING & SIDING TO EXTEND 1/2" BELOW SILL PLATE CONC. FOOTING & REBAR PER SCHEDULE (SEE SHEET S-101) 6 " M I N . ARCHITECTURAL COMP. ROOFING. LP VENTED SOFFIT 1X2 SOFFIT TRIM 1/2" SAG RESISTANT GYP. CEILING BOARD FASCIA PER PLAN 2X4 SUB FASCIA MANUFACTURED TRUSSES PER PLAN R-49 ATTIC INSULATION SYNTHETIC ROOF UNDERLAYMENT W/ WATER & ICE SHIELD WHERE APPLICABLE INSULATION BAFFLE W/ 1" AIR GAP OSB SHEATHING PER PLAN 2x8 TRUSS BLOCKING AT EVERY OTHER BAY CONT. METAL GUTTER FLASHING W/ DRIP EDGE P I T C H P E R P L A N TYPICAL WALL SECTION SCALE: 1 1/2 IN = 1 FT0101 STANDING SEAM METAL ROOF WINDOW HEADER TRIM PER PLAN 3" HIGH BACK FLASHING 3/8" AIR GAP ABOVE FLASHING 2X6 NAILER TYP. HEADER (PER PLAN) R-10 RIGID FOAM INSULATION. DBL. 2X6 TOP PLATE 2X6 SOLE PLATE 1/2" G.W.B. 7/16" OSB SHEATHING TYVEK DRAIN WRAP SIDING PER PLAN R-38 MIN. INSULATION OVER WALL JOIST PER PLAN 3/4" T&G SUBFLOOR (GLUED & NAILED) DUPONT STRAIGHT FLASH. WRAP MIN. 3" INTO SILL & 3" DOWN FACE OF EXTERIOR 5/4X4 WINDOW TRIM LOW-E GLAZING. SEE WINDOW SCHEDULE FOR SPECIFICATIONS. RIM BOARD PER PLAN 1/2" G.W.B. 2x6 WALL STUDS SPACED PER WALL LEGEND R-23.5 BIBS INSULATION C E I L I N G H E I G H T P E R P L A N C E I L I N G H E I G H T P E R P L A N 8 '-1 1 /8 " 9 '-1 1 /8 " 7 3 /4 " R I S E 10" RUN 8 '-4 1 /8 " 00 11 CROSS SECTION - AA R-01.1 R-01.1 1/4 IN = 1 FT TRUSSES PER PLAN STEM WALL AND FOOTING PER PLAN PONY WALL AND FOOTING PER PLAN FLOOR JOIST PER PLAN TRUSSES PER PLAN TOP OF WALL- 9'-1 1/8" TOP OF SUBFLOOR- 10'-1 3/4" TOP OF CEILING - 18'-2 7/8" TOP OF SUBFLOOR - 0' APPROXIMATE HEIGHT - 23'-7" TYP.12 10 FLOOR JOIST PER PLAN S-06 S-06 R-03.1 R-03.1 S-06 S-06 CONCRETE SLAB FLOOR ENTRY THRESHOLD BY OTHERS STAIRS BEYOND TOP OF STEM WALL - -11 3/4" S-01.2 S-01.2 2 ' 2 ' STEM WALL AND FOOTING PER PLAN FLOOR JOIST PER PLAN 00 22 CROSS SECTION - BB 1/4 IN = 1 FT CONCRETE SLAB FLOOR TRUSSES PER PLAN DROP PLATE 24" SLOPE TRUSS TO ACCOMMODATE CONCRETE LANDING BY OTHERS R-04 R-04 R-03.1 R-03.1 R-03.2 R-03.2 5/18/2021 2 0 0 2 C A T O N W A Y S W O L Y M P I A , W A 9 8 5 0 2 P H : 3 6 0 .9 1 5 9 1 4 2 E X T : 1 2 3 D R A F T I N G @ L E X A R H O M E S .C O M ©2 0 2 1 C O P Y R I G H T B Y L E X A R H O M E S L L C . A L L R I G H T S R E S E R V E D R E V I S I O N T A B L E N O . D A T E R E V . B Y D E S C . PRINT DATE: 5/1 8 /20 2 15/1 8 /2 0 21 A -3 0 1A-3 0 1 SHEET: C L I E N T I N F O : N O E L L E H U N T E R B A S E P L A N I D : C U S T O M L O C A T I O N : 2 3 2 0 S W A N S V I L L E R O A D P O R T T O W N S E N D , W A 9 8 3 6 8 P A R C E L I D : 8 2 1 0 8 1 0 1 9 P R O J E C T I D : 3 7 9 2 1 0 1 3 7 6 May 26 2021 EE LL EE CCTT RR IICC AALL PP LLAA NN NN OOTT EE SS DDEE TT AA IILL ALL KITCHEN & BATHROOM OUTLETS TO BE ON GFCI CIRCUITS A ALL OUTLETS & SWITCHES TO BE PLACED PER 2018 CODE BY LICENSED ELECTRICIAN - PLACEMENT TO BE DETERMINED & LOCATED DURING WALK THROUGH B SMOKE DETECTORS SHALL BE 110V HARD WIRED W/ BATTERY BACKUP & SHALL BE INTERCONNECTED. OWNER SHALL BE RESPONSIBLE FOR SMOKE DETECTORS IF A MONITORED FIRE SYSTEM IS REQ. C GENERIC ITEMS SHOWN ON PLANS. EXACT LOCATIONS TO BE FIELD LOCATED. REFER TO CONTRACT FOR ANY ADDITIONAL/OPTIONAL ITEMS. EE LL EE CCTT RR IICC AALL SS CCHH EE DDUU LL EE 90% OF ALL PERMANENTLY INSTALLED LAMPS IN LIGHTING FIXTURES SHALL BE HIGH EFFICIENCY LAMPS. (2018 WSEC SECTION R404.1 OR 2018 IRC N1104.1) D PROVIDE THE FOLLOWING PER CONTRACT AND FIELD LOCATE: -(4 TOTAL) PHONE AND TV DROPS -2 USB DROPS -CRAWL OUTLET -ATTIC OUTLET -HALLWAY ON DEDICATED CIRCUIT E UP UP UP 80 CFM (30 CFM CONT.) 80 CFM 80 CFM (30 CFM CONT.) 100 CFM 5 0 C F M WP WP WP 3 3 3 3 33 3 CO SD SD SD 3 00 11ELECTRICAL PLAN 1/4 IN = 1 FT VAULT RIDGE 1 0 /1 2 P I T C H 1 0 /1 2 P I T C H H E A T P U M P V A U L T T O F L A T ELECTRICAL SCHEDULE 220 POWER FOR HEAT PUMP 220V WEATHERPROOF OUTLET CO DETECTOR CEILING MOUNTED OUTLET DUPLEX EXHAUST (LIGHT) EXHAUST (WALL MOUNTED) EXHAUST FAN EXTERIOR LIGHT LIGHT FIXTURE PENDANT LIGHT SMOKE DETECTOR SWITCH WALL HEATER WALL MOUNT LIGHT FLUSH MOUNT LED CHANDELIER VANITY LIGHT SINGLE POLE THREE WAY WP CO P SD 3 WP CO P SD 3 DN 3 CO SD VAULT RIDGE 1 0 /1 2 P I T C H 1 0 /1 2 P I T C H VAULT TO FLAT VAULT TO FLAT 00 22 ELECTRICAL PLAN - FLOOR 2 1/4 IN = 1 FT 2 0 0 2 C A T O N W A Y S W O L Y M P I A , W A 9 8 5 0 2 P H : 3 6 0 .9 1 5 9 1 4 2 E X T : 1 2 3 D R A F T I N G @ L E X A R H O M E S .C O M ©2 0 2 1 C O P Y R I G H T B Y L E X A R H O M E S L L C . A L L R I G H T S R E S E R V E D R E V I S I O N T A B L E N O . D A T E R E V . B Y D E S C . PRINT DATE: 5/1 8 /20 2 15/1 8 /2 0 21 E -1 0 1E-1 0 1 SHEET: C L I E N T I N F O : N O E L L E H U N T E R B A S E P L A N I D : C U S T O M L O C A T I O N : 2 3 2 0 S W A N S V I L L E R O A D P O R T T O W N S E N D , W A 9 8 3 6 8 P A R C E L I D : 8 2 1 0 8 1 0 1 9 P R O J E C T I D : 3 7 9 2 1 0 1 3 7 6 May 26 2021 May 26 2021 May 26 2021 May 26 2021 May 26 2021 May 26 2021 May 26 2021 May 26 2021 May 26 2021 May 26 2021 May 26 2021 May 26 2021 May 26 2021 May 26 2021 May 26 2021 May 26 2021 May 26 2021 RE C E I V E D BY DC D 10 1 5 2 0 2 1 BLD2021-00326 Oct 21 2021 DAYLIGHT DRAIN 57' 23' May 26 2021 RE V I S E D 09 / 0 5 / 2 0 2 1 RE C E I V E D BY DC D 10 / 1 5 / 2 0 2 1