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HomeMy WebLinkAboutBLD2020-00623-06- FLOOR PLAN=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. FFLLOOOORR PPLLAANN NNOOTTEESS DDEETTAAIILL 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 2015 IRC. 2 PROVIDE 18" X 24" OPENING FOR CRAWL SPACE ACCESS. PLACE OPENING BETWEEN FLOOR JOISTS. ACCESS TO UNDER FLOOR SPACE PER 2015 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. 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 GGEENNEERRAALL FFRRAAMMIINNGG NNOOTTEESS 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 2015 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 LLEEGGEENNDD =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: 8' - TYP. U.N.O.10 S S D W S S S D W S RANGE T/S H P W H D W T/S T T F HB HB G A R A G E D O O R O P E N E R W 0 6 6 0 4 0 H S W 0 4 4 0 4 0 H S W 0 1 6 0 5 0 H S W05 3030HS 2868 16070 W04 4040HS W 0 3 4 0 5 0 H S W01 6050HS W 0 2 2 0 5 0 P I C 3 0 6 8 W01 6050HS 3 0 6 8 2668 5068 2 4 6 8 2668 5068 2468 4068 2 8 6 8 4068 2 6 6 8 S&RS&R S&RS&R S&RS&R S&RS&R 6X6 CO SD SD SD SD A 301 A 301 A 301 A 301 5'-8"6'4'-6 1/2"5'-5 1/2"10'-4" 6'-6"6'-6"6'-6"6'-6" 13'6'13'22' 2 ' - 6 " 3 ' 3 ' 4 2 ' 1 4 '-6 " 1 1 ' 2 '-4 1 /2 " 2 '-4 1 /2 " 1 1 '-9 " 7 '-6 " 7 ' 5 '-9 " 5 '-3 " 5 '-9 1 /2 " 5 '-1 1 1 /2 " 54' 17'-2"3'-9"33'-1" 11'-5"5'-9"11'-1"22' 2'-9 1/2"2'-11 1/2" 1'-10 1/2" 1'-10 1/2"5'-5 1/2"5'-7 1/2"11'11' 6'-1 1/2"5'-3 1/2" 9 '-1 0 1 /2 " 8 '-6 " 4 '-8 1 /2 " 2 '-7 1 /2 " 6 '-3 1 /2 " 4 ' 5'-1 1/2"5'-1 1/2"5'-11 1/2" 6' 6 ' 1 4 ' 2 2 ' 5 ' 9 ' 4 2 ' 54' 8 ' - 6 " 4 '-4 1 /2 " 7 '-2 " 1 0 '-5 1 /2 " 4'-2 1/2" 2 '-4 1 /2 " 1 0 '2 '-5 1 /2 " 8 '-7 1 /2 " 1 '-4 1 /2 " 3 '-4 1 /2 " 7 '-9 " 4'-2 1/2" 4'-0 1/2" 1'-1" 00 11MAIN FLOOR PLAN 24X30 ATTIC 18X24 CRAWL 44 33 3-1/2" X 7-1/2" GLB HDR. TYP. 42" RAISED BAR 11 1/8 IN = 1 FT H E A T P U M P GGAARRAAGGEE BBEEDDRROOOOMM ##33 HHAALLLL MMAASSTTEERR BBEEDDRROOOOMM MMAASSTTEERR BBAATTHH BBEEDDRROOOOMM ##22 UUTTIILLIITTYY DDIINNIINNGG KKIITTCCHHEENN GGRREEAATT RROOOOMM EENNTTRRYY PPOORRCCHH CCOOVVEERR 22 22 BBAATTHH 55 P.T. D.F. #2 POST, TYP. 5-1/2" X 12" GLB 5-1/2" X 10-1/2" GLB 99 99 WINDOW SCHEDULE NUMBER LABEL EGRESS TEMPERED COMMENTS QTY U-FACTOR AREA W01 6050HS 3 0.27 30.0 W02 2050PIC YES 1 0.27 10.0 W03 4050HS 1 0.27 20.0 W04 4040HS YES 2 0.27 16.0 W05 3030HS YES OBS 1 0.27 9.0 W06 6040HS YES 1 0.27 24.0 TOTALS:185.0 EXTERIOR DOOR SCHEDULE SIZE ROOM NAME FIRE TEMPERED COMMENTS AREA 3068 R EX UTILITY/GARAGE YES 20.0 2868 L EX HALL/REAR PORCH COVER 17.78 3068 L EX ENTRY/PORCH COVER 20.0 16070 GARAGE 112.0 TOTALS:169.78 SOLAR HEAT GAIN COEFFICIENT (SHGC) TO BE 0.25 TYP. U.N.O. AREA SHOWN IS PER INDIVIDUAL UNIT. ROOM FINISH SCHEDULE ROOM NAME AREA, INTERIOR (SQ FT)FLOOR FINISH BEDROOM #3 95 CLOSET #3 11 HALL 97 MASTER BEDROOM 119 MASTER BATH 54 BEDROOM #2 104 CLOSET #2 11 MASTER CLOSET 11 UTILITY 55 DINING 141 KITCHEN 117 GREAT ROOM 199 ENTRY 20 BATH 47 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 0 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: 12/1/202012/1/2020 A-1 01A-10 1 SHEET: C L I E N T I N F O : E R I C F A R R I N G E R B A S E P L A N I D : 1 2 3 3 _A R R O W H E A D L O C A T I O N : 6 9 W H I S P E R I N G C E D A R S L A N E C H I M A C U M , W A 9 8 3 2 5 P A R C E L I D : 9 0 1 3 5 5 0 0 3 P R O J E C T I D : 3 7 9 2 0 1 0 6 1 7