Laserfiche WebLink
lsrG. CONC. <br />TANKLE55 WATER HEATER <br />MOUNTED IN GARAGE TO <br />AVOID HAVING PAN <br />UNDERNEATH <br />GARAGE <br />2$'-6 1/2" <br />1 <br />A-2 <br />AREA OF WORK <br />— — — — — — — — — — — — — — — — — --- -- ---------------- <br />I_5'-9 1/2" RE -INSTALL CLOSE -COUP E <br />I 21" MIN. TO LAV TOILET MIN. 21" MIN. TO LAV EXSrG. CONC. PAD <br />& 15" CENTER TO SIDE WILLS) <br />EX5TG.2-6x3-6 _ E <br />Tizo <br />WDEVEN AN <br />N50 CFM VET OUT <br />WASHER/DRYER ORIENTED <br />THIS WAY TO PROVIDE <br />MORE WORK AREA IN <br />FRONT OF APPLIANCES i <br />(2) 4x6 P05T5 <br />TO FNDN (OPT. 1) <br />L <br />6 <br />m � <br />o< � <br />EX5T D 20 MINOR Imp <br />. R m w o <br />SELF 05 N ?� <br />UTIL. <br />WHOLE HOU5E VENT <br />r 100 CFM MIN. VENT <br />Vr PROVIDE 24 HR TIME <br />j Ll <br />4x6 + 2x4 POST <br />TO NEW FTNG. 2'-0" <br />x 2'-6" x 12" (OPT. 2) <br />5'-O" <br />DROP -IN DOWNDP.AFT <br />STOVE <br />O <br />O <br />UM <br />DINING <br />4x6 POSTS <br />TO NEW FTNG5. <br />18"x18"00" <br />BATH <br />NIT FAN VF <br />M MIN. <br />8-3/4"x18" OR 6-3/4" x 16-1/2" GLB 24F-V4 DF/DF I <br />nill <br />71 <br />GLB EITHER 8-3/4" x 18" OR 5-3/4"x16-1/2" 6x12 HF #2 <br />OPT. 1 OR OPT. 2 SUPPORT BEAI <br />LIVING ROOM <br />OFFICE w <br />�o <br />0 <br />10'-6 1/2" <br />EXSTG. 6-Ox3-6 <br />XO <br />EXSTG. 6-Ox4-6 <br />XOX <br />I <br />IEX576. CONC. PAD <br />------------- -------------------------- <br />AREA OF WORK <br />L <br />FLOOD FLAN <br />SCALE: 1/4" = 1'-O" <br />C L. <br />CL. <br />EXSTG. 6-Ox3-6 <br />XO, EGRESS <br />M.BEDROOM <br />REMOVE EXSTG. DOOR <br />& FRAME -IN WALL <br />5MOKE PET. <br />INTERCONNECT <br />_HALL- <br />l\ <br />E W AirlC <br />IX F51 <br />?z <br />CL. <br />5MOKE/00 PET. Q <br />INTERCONNECT <br />x � <br />3O.. <br />SMOKE PET. <br />INTERCONNECT <br />SMOKE DET. <br />INTERCONNECT <br />BEDROOM 3 <br />BEDROOM 2 <br />C L. I <br />I EXSTG. 5-Ox3-6 EXSTG. 5-0x3-6 <br />XO. EGRESS XO. ECRE55 <br />I <br />L <br />I <br />—--J <br />OPT, 2 BEAM END <br />OPT. 1 BEAM END <br />H6 TIE FROM <br />BEAM TO P05T <br />EA, POST <br />REMOVE RIM J015T <br />® POSTS TO ALLOW <br />P05T5 CONT. TO BILL PLATE. <br />13C40 POST 3A5E <br />EA. POST <br />1. EVERY ATTEMPT HAS BEEN MADE TO INSURE THE ACCURACY <br />OF THESE DOCUMENTS, 51TE CONDITIONS, PRODUCT AVAILABILITY, <br />ETC. ALL INFORMATION LISTED ABOVE MUST BE VERIFIED PRIOR TO <br />CONSTRUCTION AND FABRICATION. ANY CHANGES OR DEFICIENCIES <br />ON OR TO THE PLANS MUST BE TRANSMITTED TO WOODWAY HOMES <br />FOR WRITTEN APPROVAL. <br />2. INDICATED HARDWARE TO BE SIMP90N PRODUCTS, OR EQUALS. <br />3. THESE DRAWINGS ARE "A5-BUILT" DRAWINGS AND MAY NOT REFLECT <br />EXACT MEASUREMENTS. CONTRACTORS AND SUBS TO FIELD VERIFY. <br />ALL FASTENING: <br />ALL FASTENING TO COMPLY WITH SCHEDULE <br />ON BHT. GF-2.0 AND CURRENT IRC & IBC <br />FRAMING: <br />1. FIRE AND DRAFT STOPS SHALL BE INSTALLED TO CUT OFF OPENINGS, HORIZONTAL <br />AND VERTICAL, BETWEEN FLOORS, ATTICS, ETC. <br />2. NAILING SHALL COMPLY WITH LATERAL SPEC. & TABLE R602.3(1), SEE BHT GC-2.0 <br />3. FOUNDATION CRIPPLE WALLS SHALL BE FRAMED OF 5TUD5 NOT LESS THAN THE <br />STUD SIZE ABOVE AND BE MIN. LENGTH OF 14", OR FRAMED STUD BLOCKING. <br />WALLS GREATER IN HEIGHT THAN 4' SHALL BE FRAMED TO THE STUD SIZE <br />REQUIREMENT OF AN ADDITIONAL STORY. <br />4. END BEARING OF WOOD MEMBERS SHALL HAVE SUFFICIENT BEARING AREA <br />BASED ON ALLOWABLE VALUES FOR COMPRESSION PERPINDICULAR TO GRAIN, <br />5. PROVIDE SOLID BLOCKING OVER LOAD BEARING PARTITIONS, WALLS AND BEAMS. <br />6. ANCHOR COLUMNS AND P05T5 AT TOP AND BOTTOM WITH A POSITIVE AND <br />DIRECT CONNECTION FOR UPLIFT AND LATERAL FORCES. <br />7. ALL WOOD EXPOSED TO THE WEATHER SHALL BE PRESSURE TREATED, OR CEDAR. <br />8. PROVIDE GUARDRAILS 36" H. MIN., WHEN DECKS AND PORCHES ARE MORE THAN <br />30" ABOVE GRADE. SPACE INTERMEDIATE SUPPORTS 50 A SPHERE 4" IN <br />DIAMETER CANNOT PA55 THROUGH. TOP RAIL SHALL WITHSTAND A HORIZONTAL <br />FORCE OF 20 PLF APPLIED AT RIGHT ANGLES TO THE RAIL. <br />9. ATTACH JOISTS TO FLUSH HEADERS OR 5EAM5 WITH 51MP50N 'U' SERIES OR <br />APPROVED EQUAL.. <br />LUMBER <br />1. 5TUD5, J015T5 AND RAFTER5: <br />HEM -FIR #2, BASE VALUE 75Fv, 850Fb, 1,300,000 E <br />2. BEAMS AND HEADERS: <br />4" - OF #2, BASE VALUE 95Fv, 8751"b, 1,000,000 E <br />6" - OF #1, BASE VALUE 85Fv, 135OFIE, 1,600,00 E <br />3. P05TO AND TIMBER: <br />OF #1, 4x__ 145OFc, 1,700,00 E <br />OF #1, Ox__ 1000Fc, 1,600,00 E <br />4. GLUE LAMINATED TIMBER: <br />24F V4 DF/DF 165Fv 2400Fb 1,500,000 E <br />PLUMBING: <br />1. PLUMBING SHALL CONFORM TO CURRENT PLUMBING CODE. <br />2. WATER HAMMER ARRESTERS SHALL BE INSTALLED PER UPC 609.10 <br />/ OPT. 2 <br />4x6 + 2x4x4 HF #2 <br />TO NEW FTNG. <br />IS TIES <br />S <br />6 TS TOP <br />BC40 BASE <br />(2) POSTS 4x6 HF #2 <br />CONT. TO BILL PLATE. <br />OPT. 1 <br />AREA OF BRG.: <br />FORCE LINES TRANSFER <br />THRU FNDN WALL <br />& FTNG FROM EDGE <br />OF PO5T5 = 00" x 12" <br />TO 501L BRG. OF 1500 P5F <br />= 7500# CAP. <br />ACTUAL LOAD = 7200#. <br />EXSTG. 2x4 SILL <br />PLATE TO REMAIN <br />EXSTG. FNON <br />WALL 6" x 20" <br />EX5TG. FTNG <br />6" x 12" <br />6oH <br />RIDGE BEAM GLB <br />8-314" x 18" 24F-V4 DF/DF <br />OPT. 1 OR 6-3/4"x16-1/2" <br />OPT. 2 <br />H6 TIE FROM <br />BEAM TO POSTS <br />EA. P05T <br />(2) POSTS 6x6 HF #2 <br />BEAM TO BEAM <br />5UPPORT BEAM <br />6x12 HF #2 <br />POSTS TO NEW FTNG. <br />4x6 HF #2 ON <br />15C40 BASE ON <br />18"x18"x10" <br />18"x18"x10" <br />GONG. PIER <br />2500 PSI GONG. <br />5 1/2 SACK MIX. <br />FR0F05Ed RIDGE & 5UFF0RT5 <br />1 <br />c) <br />U <br />x <br />U <br />a <br />vi <br />O <br />0 <br />O <br />R <br />= <br />N <br />N <br />N <br />¢ <br />O <br />V <br />w <br />¢ <br />— <br />p <br />w <br />❑ <br />0 <br />a <br />� <br />D7 <br />c <br />c <br />2 <br />O <br />w <br />cn <br />p <br />p` <br />Q <br />wwW. aPEGNDAcwrve AND DRER AV OTHER DDWIENIR AND MECIKHC DA A <br />SINu NCi PE WED EFT T ED IDROADSER. RED <br />aRER9 ON ORER PR OJECI6 PDR ADDRIONG TO <br />iHS PRDJECI.OR PoR W.P RFRN OF RAS <br />PWEOT D, DTERS. EXCEPT SY AWMEMENT <br />N WRONG AND WN..0.1II.. <br />COMPENSATION TO THE ARCHITECT. <br />64I7 REGISTERED <br />ARCHITECT <br />DEAN C. DARIOTIS <br />STATE OF WASHINGTON <br />i <br />U <br />U <br />ti <br />N <br />o <br />a <br />o <br />x- <br />N <br />o <br />O <br />Oz <br />w <br />=0 <br />0DO <br />ON <br />DO <br />0 <br />('�] <br />W <br />cuw <br />im <br />0 <br />O <br />O` <br />z <br />DO <br />0 <br />N <br />Vnn lll <br />h� <br />V <br />2 <br />L.I.. <br />m <br />Lu <br />Lu <br />z <br />a <br />z <br />�, <br />J <br />0- <br />J <br />F- <br />Lu <br />Q <br />G0 <br />G <br />J <br />Q <br />O <br />LJJ <br />CO0� <br />J <br />�_ <br />N_ <br />LL <br />F— <br />w <br />Page # <br />A-1.0 <br />