Laserfiche WebLink
NOTES: <br />1. ALL WOOD IN GONTAGT w/GONGRETE TO BE <br />PRESSURE TREATED. <br />2. ALL FRAMING HARDWARE TO BE "SIMPSON" OR <br />EQUAL. <br />5. ALL FRAMING HARDWARE IN GONTAGT WITH <br />PRESSURE TREATED WOOD TO BE SIMPSON <br />ZMAX OR EQUAL. <br />4. STEM WALLS TO BE 8"WIDE W/16"WIDE x 10"DEEP <br />GONGRETE FOOTINGS - U.N.O. <br />5. BOTTOM OF ALL FOOTINGS SHALL BE 18" <br />MINIMUM BELOW LOWEST ADJAGENT GRADE - <br />U.N.O. <br />6. STEP FOOTIN65 AS REQUIRED BY GRADE. <br />-7. REFER TO ENGINEERING SHEETS FOR TYPIGAL <br />FOUNDATION AND GONGRETE DETAILS. <br />8. REFER TO GENERAL STRUGTURAL NOTES FOR <br />ADDITIONAL REQUIREMENTS, <br />q. DO NOT SCALE DRAWIN65. REFER TO <br />ARGHITEGTURAL DRAWIN65 FOR ALL <br />DIMENSIONS. <br />10. ALL DIMENSIONS ARE TO FADE OF FRAMING. <br />11. VERIFY ALL DIMENSIONS IN FIELD. <br />r-OOTN TF-: FOUNDATION <br />� 1 4" GONGRETE SLAB w/6X6 NIA NIA WELDED <br />D LWIRE FABRIC, REINF. SLAB SHALL BE POURED <br />OVER 10 MIL VAPOR BARRIER OVER 4" OF 5/8 <br />GRU5HED ROGK. <br />SLOPE GARAGE FLOOR 5" FROM <br />GARAGE/LAUNDRY SEPARATION WALL TOWARDS <br />GARAGE DOOR. <br />R-10 INSULATION AND R-10 THERMAL BREAK PER <br />2015 IEGG/IRG SEGTION R402.2.10/NII02.2.10 <br />SLAB -ON -GRADE FLOORS AT LAUNDRY ROOM, <br />SEE DETAIL B/A4 <br />048X36X4 INCH LANDING NOT MORE THAN 7-5/4" <br />INCHES BELOW THE TOP OF THE THRESHOLD AT <br />EXTERIOR ENTRANGE/EXIT. PROVIDE #4 REBAR AT <br />NOT MORE THAN 18" O.G, STUBBED OUT AT ALL <br />GONGRETE LANDINGS. <br />60X60X4 INCH LANDING NOT MORE THAN 7-5/4" lJ <br />`TJ INCHES BELOW THE TOP OF THE THRESHOLD AT <br />EXTERIOR ENTRANGE/EXIT. PROVIDE #4 REBAR AT <br />NOT MORE THAN 18" O.G. STUBBED OUT AT ALL <br />r GONGRETE LANDINGS. <br />NOT E5 <br />I. TYPIGAL FLOOR FRAMING GONSISTS OF 5/4" <br />T�6 APA RATED SHEATHING (SPAN RATING <br />45/24) OVER DF #1 2X12 @ 16"OG - U.N.O. <br />2, PROVIDE DOUBLE JOISTS UNDER ALL <br />PARALLEL PARTITIONS THAT EXTEND OVER <br />MORE THAN HALF THE J015T LENGTH. <br />3. GLUE AND NAIL FLOOR SHEATHING w/ 8d AT <br />6"oG AT FRAMED PANEL_ EDGES AND AT 12"or- <br />IN THE FIELD, UNO. <br />4. ALL HEADERS BELOW SHALL BE 4x8 - U.N.O. <br />5. ALL HEADERS AND BEAM5 6-0" IN LENGTH B <br />AND OVER, UNO. <br />6. WHERE POSTS OGGUR PROVIDE SOLID <br />VERTICAL GRAIN BLOCKING SOLID THRU <br />FLOOR TO MATGHIN6 SUPPORTS BELOW - U.N.O. <br />7. REFER TO GENERAL STRUGTURAL NOTES FOR <br />ADDITIONAL REQUIREMENTS, <br />8.DO NOT 5GALE DRAWIN65. REFER TO <br />ARGHITEGTURAL DRAWINGS FOR ALL <br />DIMENSIONS. <br />lie" MIN. - 2" MAX. <br />cp GONT. HANDRAIL <br />OUT FROM WALL. <br />Ire" MIN. <br />X <br />Q <br />(2)2x_ FLR. JSTS. <br />I%" PLYWD. OR <br />z OSB THREAD <br />(3)2x12 STRINGERS <br />5/4" PLYWD. <br />RISER <br />m ,,loll JST. <br />2x_ FIREBLOGK <br />4_ @ TOP & BOT. <br />N < ?x4 THRUST 514" T4 6 PLYWD. <br />-;_ BLOGK SUBFLR. <br />2x_ BLK6. OR <br />2x_ FLR. JSTS, <br />2x.- FLR. JSTS. @ 16" O.G. <br />5TAIR SECTION <br />k, 5CALE= 1/4" a 1 0" <br />FOUNDATION FLAN <br />SCALE: 1/4" = 1'-0" <br />REFER TO 51.1 THRU 55.2 FOR <br />ENISINEERINO NOTE5 AND DETAIIA-1 <br />l s l l l l l l l l l I <br />I <br />HF #2 4X12 <br />LL <br />HF_#2 4XI2 ; I I I I I I I I I I I I I I I I I I I I I <br />I I I ICI I I I I I <br />I 3 1 I IF11 <br />!I I I I I I I <br />B <br />2'-52" <br />20'-III" <br />ol <br />11 <br />4'-42" <br />0'-q2" <br />z" <br />5050 XO <br />i <br />) <br />� <br />� <br />50 36 XO <br />-1N <br />O <br />' <br />DRYER ASHE <br />� <br />m <br />0 <br />- - <br />01 <br />GONGRETE <br />W H. <br />g0LLARD <br />r <br />A <br />D Q <br />c <br />J_ <br />---- <br />LAUNDRY <br />Z8" TALL - <br />6AAGE <br />M <br />m <br />- <br /><r <br />_ <br />( LATFORM -,N <br />SEE DETAILS ON SHEET A4 <br />9 <br />O <br />i- <br />N <br />dJ <br />FOR GARAGE SEPARATION <br /># <br />O <br />i <br />_ <br />=i v <br />A <br />A? <br />4) <br />4 I <br />-, <br />- <br />-IN <br />YJ <br />2-8 <br />-I <br />3036 XO <br />5036 XO <br />m <br />2'-02" <br />8 O„ <br />6'-52 <br />10-82" 5,_q2 <br />0'-Oz" <br />22-11-L" <br />5050 XO <br />5'-10" 21_7" 2'-6" <br />8'-II" <br />MAIN FLOc�R FLAN <br />U T <br />MAIN FLOOR Iq5 5.F, <br />5050 XO <br />12'-22" <br />55'-O" <br />• <br />O <br />X <br />`Q <br />O <br />m <br />cS� <br />, <br /><t <br />a <br />3046 XO <br />6-2" 51-8211 <br />I I'-102" <br />LOCATION <br />G.F.M. <br />SONES <br />UTILITY RM <br />60 G.F.M. <br />1.0 <br />FONDER RM <br />80 G.F.M. <br />1.0 <br />MA5TER BATH <br />50 G.F.M. <br />1.0 <br />BATH #2 <br />50 G.F.M <br />1.0 <br />ADDITIONAL BATH5 <br />80 G.F.M. <br />1.0 <br />I . ALL WOOD PLATE HEIGHTS TO BE 8'-0" - U.N.O. <br />2. ALL EXT. HEADERS TO BE HF #2 4X8 - U.N.O. <br />3. TOP OF WINDOWS TO BE 6-10" ABOVE FLOOR <br />4. ALL INTERIOR DOORS (9 6-8" TALL <br />5, ALL DIMEN5IONS TO BE FAGS OF FRAMING. <br />6. ALL FRAMING HARDWARE TO BE "SIMPSON" OR EQUAL. <br />7. PROVIDE (2) BEARING STUDS AT EACH END OF ALL <br />HEADERS AND BEAMS OVER 6-0" IN LENGTH, U.N.O. <br />8. PROVIDE (2)2X POST IN WALLS UNDER POINT LOADS <br />FROM ROOF ABOVE. SEE ROOF PLAN FOR LOGATIONS. <br />q. PROVIDE SOLID BLOCKING SOLID THRU FLOOR TO <br />MATCHING SUPPORTS BELOW, REFER TO GENERAL <br />STRUGTURAL NOTES FOR ADDITIONAL REQUIREMENTS. <br />10. SW_' INDIGATE5 PLYWOOD SHEARWALL, REFER TO <br />SHEARWALL SGHEDULE ON S5.1 FOR WALL <br />ATTACHMENTS. <br />II. ALL EXTERIOR WALLS ARE SW6 - U.N.O. <br />12. HANDRAIL NOTE: HANDRAIL TO BE 54" TO 38" ABOVE <br />STAIR TREAD NOSING. <br />15. VERIFY ALL DIMENSIONS IN FIELD. <br />14. FIRE STOPS SHALL BE PROVIDED TO GUT OFF ALL <br />GONGEALED DRAFT OPENIN65 FROM VERTIGAL TO <br />HORIZONTAL SPAGES, INGLUDIN6 5TAIRWELLS, TUB5 <br />SHOWERS, FIREPLAGE5, ETG. <br />15. 6WB NOTE: USE /2" TYPE 'X' 6WB UNDER STAIRS <br />W/FINISHED SPAGE BELOW. <br />16. AREA SEPARATION NOTE: USE (2)LAYERS 5/5"PLYWOOD <br />FOR TOP DEGKIN6 ON ALL EXPOSED SUB -FLOOR IN <br />GARAqq,,GEEq. MAIN <br />Ag y <br />FOOT <br />OR <br />0I 5EGURE WATER HEATER N/MIN. (2) 22 GA. X 3/4" <br />WIDE METAL STRAPS. LOCATE AT UPPER ff LOWER <br />ONE-THIRD OF WATER HEATER TANK. <br />GAS WATER HEATER TO BE O.cII EF <br />OCLOTHES DRYER SHALL BE EXHAUSTED TO THE <br />OUTSIDE. (M1502.1) <br />O SAFETY OLA55 PER R308.4 <br />4�15/5" MINIMUM THIGKNE55, SOLID -GORE DOOR OR 20 <br />MINUTE LABELED DOOR AT OPENINGS TO DWELLING WITH <br />SELF-GLOSING DEVICE (R502.5.1). <br />HANDRAIL PER R511.7.8 DETAIL B/A4 <br />66 PALRAM AQUILA 1500 DOOR � WINDOW AWNING, 5L X 5' W X <br />GRAY/SOLAR GRAY <br />N T : UPPER FLOOR <br />I. ALL WOOD PLATE HEIGHTS TO BE q'-O" U.N.O. <br />2. ALL EXT. HEADERS TO BE HF #2 4X8 - U.N.O. <br />5. TOP OF WINDOW @ 8'-0"" ABOVE FLOOR - U.N.O. <br />4. ALL INTERIOR DOORS © 6-8" <br />5. PROVIDE (2) BEARING STUDS AT EACH END OF ALL <br />HEADERS AND BEAMS OVER 6'-0" IN LENGTH, U.N.O. <br />6. PROVIDE (2)2X POST IN WALLS UNDER POINT LOADS <br />FROM ROOF ABOVE. SEE ROOF PLAN FOR LOGATION5. <br />7. PROVIDE SOLID BLOGKIN6 SOLID THRU FLOOR TO <br />MATCHING SUPPORTS BELOW. REFER TO GENERAL <br />STRUGTURAL NOTES FOR ADDITIONAL REQUIREMENTS. <br />8. "SW_" INDIGATE5 PLYWOOD SHEARWALL_. REFER TO <br />SHEARWALL SGHEDULE ON 55.1 FOR WALL <br />ATTACHMENTS. <br />q. ALL EXTERIOR WALLS ARE SW6 - U.N.O. <br />10. VERIFY ALL DIMENSIONS IN FIELD. <br />II. FIRE STOPS SHALL BE PROVIDED TO GUT OFF ALL <br />GONGEALED DRAFT OPENINGS FROM VERTICAL TO <br />HORIZONTAL SPAGES, INGLUDIN6 STAIRWELLS, TUB5 6 <br />SHOWERS, FIREPLAGES, ETG. <br />OI SAFETY GLASS PER R308.4 <br />O 100 GFM MINIMUM PER TABLE 1507.4 IRG, <br />400 GFM MAXIMUM (UNLESS THE ROOM <br />HAS DEDICATED MAKE-UP AIR) PER <br />1505.4 IRG. <br />p ELEGTRIG NALL HEATER <br />® HANDRAIL PER R311.7,8 DETAIL B/A4 <br />@5 22X50 ATTIC AGGESS WEATHERSTRIP AND INSULATE <br />DOOR FROM CONDITIONED SPAGES TO UNCONDITIONED <br />SPAGES. INSULATE TO LEVEL EQUIVALENT TO R-4q <br />ALL TUE3 ,. <br />FIRE BLOGK BETWEEN STUDS <br />LIMIT SHOWER FLOW TO 3 GPM <br />WALLS SHALL BE WATERPROOF TO 70" MIN. ABOVE <br />DRAIN OUTLET, <br />ALL GLAZING INGLUDIN6 WINDOWS WITHIN 70" OF <br />DRAIN INLET SHALL BE SAFETY GLASS. <br />THE HATER RESISTANT GWB BASE FOR TILE IN <br />THE SHOWER ENGLO5URE5 SHOULD NOT BE USED <br />OVER A VAPOR BARRIER OR ON THE GEILIN6. <br />MI501.3 lNHOLE-HOIJ5E MECHANICAL <br />VENTILATION SY'S T M <br />VIIHOLE-HOUSE MEGHANIGAL VENTILATION SYSTEMS SHALL <br />BE DESIGNED IN AGGORDANGE WITH SEGTION5 1-11507.3.1 <br />THROUGH M1507.5.3. <br />1-1150-1.3.4 WHOLE -+-LOUSE VENTILATION USING EXHAUST <br />FANS. 5EGTIONS M1507.3.4.1 THROUGH M1507.3.4.4 <br />30 GFM WHOLE HOUSE FAN SHALL BE LOCATED IN BATH <br />ROOM. <br />ELEC.,TRIC,AL DETAIL <br />vro� &0 GFM EXHAUST FAN <br />VENTED TO OUTSIDE <br />SMOKE DETEGTOR <br />WIRED TO HOU5E GURRENT <br />NTH BATTERY BAGKUF <br />GM GARBON MONOXIDE ALARM <br />CITY OF EVERETT <br />REEVIEVVED FOR PERMIT <br />T <br />Date - <br />05/09/ 99 <br />Designed <br />Drawn <br />(S <br />Revision <br />GITY GORREGTIONS <br />07/24/I q <br />GITY GORREGTION5 <br />Oq/18/I q <br />6.5" H -� <br />f <br />�I <br />O �L <br />Z <br />LL LL <br />Z <br />Lu Lu <br />" <br />P.O. Box 2972 <br />IY'oodinville, ZUashington <br />98072-2972 <br />Phone: (206)972-8-' l7 <br />mcail.° craig@sixdrafting. coin <br />Project No. 19-273 <br />Sheet No. <br />Ic 2 <br />OF 7 / <br />