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BLD2021-00180-06- 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 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. 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 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 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 G A R A G E D O O R O P E N E R 8070 A 301 A 301 A 301 A 301 6'6' 2 2 ' 12' 2 2 ' 12' 00 11MAIN FLOOR PLAN 24X30 ATTIC 44 1/8 IN = 1 FT FURN.FURNACE HUNG FROM TRUSSES HEAT PUMP 3-1/2" X 12" GLB GGAARRAAGGEE EXTERIOR DOOR SCHEDULE SIZE ROOM NAME FIRE TEMPERED COMMENTS AREA 8070 GARAGE 56.0 TOTALS:56.0 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: 3/24/20213/24/2021 A-1 01A-10 1 SHEET: C L I E N T I N F O : J A C I N D A K A Y E 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 2 C L I P P E R L A N E P O R T L U D L O W , W A 9 8 3 6 5 P A R C E L I D : 3 7 9 0 0 1 3 7 P R O J E C T I D : 3 7 9 0 0 1 3 7