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RANDY PAIGEN A-4A (1) ApprovedTHAN 25' FROM OUTDOOR CONDENSOR UNIT(VERIFY W/ CONTR)PROVIDE GFI EXTERIOR RECEPTICLE @ SAME LEVEL & LESS ELECTRICAL LEGENDDUPLEX ELEC. OUTLET (G.F.I. WHERE REQUIRED)DUPLEX ELEC. OUTLET (HALF HOT)ELECTRICAL PANEL, SIZE___AMP___/___V___OSMOKE DETECTOR HARD WIRED W/BATTERY BACKUPELECTRICAL NOTESTUBE FLOURESCENT FIXTUREINCANDESCENT FIXTURERECESSED INCANDESCENTTELEVISION CONNECTIONPROVIDE DEDICATED 20 AMP BATHROOM CIRCUITPROVIDE OUTLETS FOR WALL SPACES 2'-0" AND WIDER @ MAX. 12'-0" O/C SO THAT NO POINT ALONG A WALL, FIXED VERIFY ALL TV/CABLE/SAT. OUTLETS W/CONT.PROVIDE ARC FAULT PROTECTION IN BEDROOMS (TYP.)PROVIDE (2) DEDICATED 20 AMP CIRCUITS IN KITCHENELECTRICAL CONTRACTOR TO PROVIDE PANELALL OUTLETS TO BE SPACED AS PER IRC ,IBC , & ALL LOCAL CODES. REQ. AND GFI'S TO BE LOCATED AS REQ. GLASS OR GUARDRAIL IS MORE THAN 6'-0" FROM AN OUTLET.SIZES AND ELEC. LOAD CALCS.BY CODE.+06685&INTERCOMM220V. OUTLETWALL TELEPHONEEXHAUST FANTHERMOSTATCEILING FAN "%.)(1412'0'4.1981.6#)'(1412'0'4VERIFY ALL SECURITY EQUIPMENT WITH OWNER.6PROVIDE SWITCH AND LIGHT IN ATTIC @ ATTIC ACCESS)(+92%1/2#%5555 555555568 6855)(+555555)(+)(+5568685.1981.6#)'(1412'0'45)(+)(+)(+)(+)(+)(+)(+)(+)(+)(+)(+)(+55555555)(+)(+)(+)(+)(+)(+)(+55555)(+)&&9)(+)(+)(+555)(+92)(+)(+)(+92!!!!!!! Randy Paigen Owner Builder 01/%10%5.#$5.12' 2'4(6/+001/%10%5.#$5.12' 2'4(6/+001/%10%5.#$01/%10%5.#$01/%10%5.#$70'-0"7'-6"9'-3"10'-3"2'-10"12'-8"11'-4"8'-0"19'-6"20'-6"12'-0"18'-0"70'-0"1'-10"14'-4"1'-10"1'-10"16'-4"1'-10"1'-4"52'-0"2'-0" 2'-6" 2'-6"2'-6"5'-3"2'-6"11'-10" 4'-6"14'-4" 7'-0" 12'-0"20'-6"18'-0"31'-6"1'-0"1'-0" 9'-6" 9'-0" 4'-6" 4'-6" 20'-9"31'-3" 18'-10" 47'-0" 68'-0" 12'-8"14'-0"5'-0"18'-6"20'-6" 3'-0"11'-6"5'-6"4'-0" 68'-0" 4'-6"10'-3"10'-3"7'-0"1'-0"1'-0"15'-9"15'-9"11'-0"11'-1"11'-8"12'-0"12'-3"4'-6"4'-0"4'-6"4'-6"4'-6"15'-0"23'-6"4'-6"43'-0"4'-9"/()411(64755'5"1%/()411(64 7 5 5 ' 5 " 1 %)+4&'464755)+4&'464755)+4&'464755)+4&'464755 ,#%-64755'5 " 1 %)+4&'464755)+4&'4647555.12' 2'4(6/+053Z%10%'#9#;"$16(6)9 6;22.#%'553Z%10%'#9#;"$16(6)9 6;22.#%'55%#.'0652'4/#07(#%674'452'%5%10%4'6'6+.'+056#..'&5*'#6*+0)5647%674#.2.;911&24'/#07(#%674'&411(64755'5+057.#6+10/+04Ä$#66514$.190Ä+0);2$&18'4Z911&567&5#6%1#6':6'4+14567%%15;56'/Z(#5%+#$1#4&1% 6;26122.#6'8'4+(;:$.1%-+0)F"1%$1700#+.+0)5+/2510*6+'5#61% 701STEMWALL FOUNDATION PLAN5%#.'ÄROOF FRAMING PLAN5%#.'ÄELECTRICAL PLAN5%#.'ÄMECHANICAL PLAN5%#.'ÄPLUMBING PLAN5%#.'ÄCROSS SECTION "B"5%#.'Ä9'-0" 9'-0"CROSS SECTION "A"5%#.'Ä%:5"6122.#6'%106:F"1%5%#.'Ä5%#.'Ä64+/61*'#&'4/+0 F0#+.5'#'0&*'#&'4 411(6475514,1+56$'#4+0)64+/567& 5:"1%$170&4;0#+.+0)5+&'12'0+0)567&5 5'#12'0,#/$*'#&'4%106&$.6122.#6'F0#+.5567&9#..75246 14'37#."1%:$.1%-+0)5%#.'Ä'37#.$'#/'37#.5+/2510564#2411(5*'#6*+0)/()411(64755+5%106+0717518'4$'#/2418+&'&:6122.#6'016'564#2+50164'37+4'&5''2.#05''2.#05+/")#4#)'14'356)#4#)'*'#&'4+05+&'.11-+0)176Z$.1%-+0)%140'41($.&)14'37#.5+/25106Ä564#2065$'#/ 5''2.#02156 5''2.#0:2.#6'6122.#6'%106&$..564#26+'5%#.'Ä%106&$.6122.#6'5%#.'Ä5+&'12'0+0)567&5 5'#64+/61*'#&'4/+0 F0#+.5'#'0&*'#&'464+/567& 5:"1%,#/$12'0#0&&+564+$76'.1#&5Z2156615722146)+4&'4)+4&'46475512'0*'#&'4$.1%-+0)6;2+%#.(#%'0#+.F"QE.#252.+%'ÄF51.'2.#6'61,1+56149#..2#0'.5ÄF2'4'0&0#+.ÄF567&6151.'2.#6'ÄF61'0#+.14&17$.'567&5(#%'0#+.F"QE&17$.'&6122.#6'56;2+%#.(#%'0#+.F"QE$.1%-+0)$'69''0,1+565144#(6'45616122.#6'61'0#+.ÄF4+/,1+56616122.#6'61'0#+.F"QE6122.#6'5.#25#0&+06'45'%6+10(#%'0#+.ÄF6912+'%'5F"QE%106+07175*'#&'461567&61'0#+.ÄF4#(6'4612.#6'61'0#+.ÄF$7+.6Ä72%140'4567&5F"QE$7+.6Ä72)+4&'4#0&$'#/5F"QE911&5647%674#.2#0'.55''&4#9+0)5%1//1014$1:0#+.5/#;$'75'&':%'269*'4'16*'49+5'016'5016'&%106+07175*'#&'4$.1%-+0)#6$4#%'&6122.#6'61567&&17$.'6122.#6'5"'#%*$'#4+0)612 $1661/ 56#))'4'&ÄF"'0&5#0&'#%*52.+%'#.10)'#%*'&)'ÄF'0&0#+.+4%6#$.'4 (#56'0+0)5%*'&7.' /+0+/7/70.'55016'&16*'49+5',1+56615+..14)+4&'461'0#+.ÄF$4+&)+0)61,1+5661'0#+.'#%*'0&ÄF51.'2.#6'61,1+5614Z#0%*14$1.651/2" DIA. x 10" ANCHOR BOLTS AT 32" O.C. AND USP # RT7 OR EQ. AT ROOF TRUSS AT 48" O/C 2. SHEAR WALL FULL HEIGHT FROM FOUNDATION TO ROOF WITH ALL EDGES BLKD.3/8" PLYWOOD OR OSB ONE SIDE WITH 8d NAILS AT 4" O/C BOUNDRY, AND 12" FIELD. 3. MIN. (2) ANCHOR BOLTS PER SHEAR PANEL. 4. IF UNDER 48" IN WIDTH PROVIDE PAHD22 OR EQUAL.1. ALL 3/8" PLYWOOD SHALL BE STRUCTURAL II D.F. WITH BLOCKING.N.T.S.2.;911&14'37#.15$%&:5647%674#. (+'.& :567&514:2156 6;29*'4'*&#0%*1451%%74:$.1%-+0)/+&*'+)*6#54'3'09F0#+.5"1%75246 14'37#."1%701:567&5"1% 6;2016$'.1%#6'&70&'4#&114616*'4'5+&'0%'8'4+(;.1%#6+1059%1064%4#9.52#%'#%%'556*17)*12'0+0)55*#..2418+&':(170&#6+102418+&'Z2156615722146)+4&'45''&'6#+.5*''6Ä#065OPTIONAL EXTERIOR FOOTING DETAIL6121()4#&'"$10&$'#/5 6;2 $#45%106%/7)4176'&51.+& 6;2 $#45"1%8'46+%#.$#5'2'42.#0%.'#46;26"/+0/+03" %#)'&'8'4;6+'&$16*9#;518"18""$10&$'#/5 6;2 $#45%106(41/'0&5 52.+%'5 '/$'&&'&265+..9&+##$"1%/#:52#%+0)#0&+061%10%4'6'065EXTERIOR FOOTING DETAIL6121()4#&'"$1661/%.'#4 6;2 $#45%106/+0%10%4'6'56'/9#..$#45"1%8'46+%#.$#5'2'42.#0%.'#46;26"/+0/+03" %#)'&'8'4;6+'&$16*9#;518"18""/+&*'+)*61(9#.. 6;2 $#45%106"612 6;2 $#45%1064'-0"3'-0"12"%4#9.52#%'4'-0"3'-0"12"4+/,1+566,+(.114,1+565TYPICAL MASONRY DETAILSLAP 20"CORNER DETAIL065CRAWL SPACE 4+/,1+566,+(.114,1+565CRAWL SPACE (41/'0&5 52.+%'5 '/$'&&'&265+..9&+##$"1%/#:52#%+0)#0&+061%10%4'6'Z567&5"1%Z567&5"1%FOUNDATION NOTES 612 $16%1061%/#:52#%+0)#0&265+..9&+##$"(41/'0&5 52.+%'5 '/$'&&'&4"RV GARAGE FOOTING DETAIL567%%19''25%4''&065 6;26121()4#&'3"/+06"%.'#46;21%%7452'42.#05+/2*1.&&190#5Z567&5"1%+061%10%4'6'%10%5.#$4"$#5'2'42.#024"/+012"18" 5''2.#0'#%*9#; 5''2.#0%10%5.#$10%1/2(+..065SEE PLAN6"COLUMN FTG. DETAIL(+0)4#&'1"Z%1.9%$%1.$#5'12"18"Ä$#45%106TURN DOWN SLAB065265+..9&+##$"1%/#:52#%+0) 701GARAGE FOOTING DETAIL%.'#46;23"0656"6"Z567&5"1% 612 $16%1065*'#49#..#51%%74512"/+0SEE PLAN12"12"12"/+0)(+5#/''.'%64+%#..+)*65#$18'/#+02#0'. 9)'0'4#61464#05 2#.+5#&'5564''65';'./9#5*+0)610 Randy Paigen Owner Builder Ä 2#.+5#&'5564''65';'./9#5*+0)610 Randy Paigen Owner Builder Ä 2#.+5#&'5564''65';'./9#5*+0)610 Randy Paigen Owner Builder Ä 2#.+5#&'5564''65';'./9#5*+0)610 Randy Paigen Owner Builder Ä 2#.+5#&'5564''65';'./9#5*+0)610 Randy Paigen Owner Builder Ä)(+)(+SCALE - 34" = 1'SCALE - N.T.S.GYP SHEATHING AS REQ'DTRUSSES @ 24" O.C.SHEATH GABLE ENDWITH 716" OSB, 6" O.C.EDGE NAILING, TYPEDGE NAILING PER SWSCHEDULEGABLE END ATTACHMENTMAX 48" O.C.OUTLOOKERSPACINGOPTIONAL EXTERIOR FOUNDATIONSCALE - 1" = 1'SEE DETAIL 4 FOR SIMILARSPECIFICATIONS2" 6" MIN 12" MIN 12"123"(3) #4 CONT., #4TRANSVERSE @ 18" O.C.GRADEFLASHING OVER R-10 RIGIDINSULATION, TYPICAL16d @6" O.C.STRONGBACK GABLE WEBS W/2x4WHERE GREATER THAN 5'-0" INHEIGHT, TYP..FIRM UNDISTURBED SOILOR STRUCTURAL FILL3" 6"12"48" MAX #4 VERTICALS @ 48" O.C.#4 HORIZONTALS @ 24" O.C.(1) #4 CONTINUOUS6"3"3"SLAB#4 CONT. WITHIN 12" OFTOP OF WALLIF SHEATHING SPLICED,SEE SW SCHED. FORAPPROPRIATECONNECTIONS AT SHEARWALLSEDGE NAILING716" OSB OR OTHERSHEATHING PER SW SCHED.34" OR 2332" T&G SUBFLOORVAPOR BARRIER58" TYPE "X" GYP BD.SEPARATION WALL FOOTINGINSULATION PER ARCH.JOISTS PER PLANP.T. SILL W/ANCHORS PERS.W. SCHED.SCALE - 34" = 1'SCALE - 1" = 1'-0"SCALE - 34" = 1'FIRM UNDISTURBED SOILOR STRUCTURAL FILL6" MIN #4 VERTICALS @ 48" O.C.#4 HORIZONTALS @ 24" O.C.(2) #4 CONTINUOUSGRADE#4 CONT. WITHIN 12" OFTOP OF WALLIF SHEATHING SPLICED,SEE SW SCHED. FORAPPROPRIATECONNECTIONS AT SHEARWALLSEDGE NAILING716" OSB OR OTHERSHEATHING PER SW SCHED.34" OR 2332" T&G SUBFLOORVAPOR BARRIERVAPOR BARRIER ANDSIDING PER ARCH. PLANSINSULATION PER ARCH.JOISTS PER PLANP.T. SILL W/ANCHORS PERS.W. SCHED.3" 8"16"12" MIN 48" MAX 8"4"4"HDR PER PLAN716" OSB SHEATHINGBM PER PLANRAFTERS & CLG JSTS TO WALL.131"x2-12" @6" O.C. EDGES2x6 RAFTERS AND 2x4CLG JOISTS @ 24" O.C.A35 FROM BLK'GTO BM @ 24" O.C.ATTACH 2x8 LEDGERTO STUDS WITH (2)14"x4-12" SDS SCREWSCONT. 716" OSBSHEATHING OVERWALL PRIOR TOPLACING LEDGERS.131"x2-12" @ 6" O.C. TO LEDGERU24 HANGERS FROMCLG JST TO LEDGERATTACH 2x6 LEDGER TO DBLWITH (2) 14"x4-12" SDS SCREWSPLACE FLAT 2x6BLK'G AT LEDGERCONNECTIONAC4 POST TO BM, OR2x4 GUSSET WITH MIN(6) .131"x3" TO POSTAND BM, TYP.PB/ABU OR A34 FROMPOST TO FTG, TYPFTG PER PLANJOISTS PER PLANVISQUEENVAPOR BARRIERPER ARCH. PLANIF USING THE A34OPTION, USE A MIN..145"x2" HDG DRIVEPINS TO CONC..148"x3" MIN EDGENAILING TO SOLIDBLK'G, TYPMIN 1-12" SOLID BLK'GOVER BR'G, TYP.4x4 POSTS PER PLAN,4x6 AT BM SPLICES.30# BUILDING FELTUNDER POST, TYP.34" OR 2332" T&G TYP.TYPICAL CRAWL SPACE BM TO FTGSCALE - 34" = 1'STEPPED WALL/FDN DETAILGYP BD. PER ARCH.ALIGN JST OVER WALL716" OSB AT SHEARWALLS PER PLAN, GYPBD OVERT&G SUBFLOOR.148"x3" @ 6" O.C.SCALE - 34" = 1'TRUSSES TO SHEATHED WALLBEAM PER PLAN716" OSB SHEATHING8d @ 6" O.C. EDGESTRUSSES PER MANUFACTURERATTACH 2x6 BLK'G TOSTUDS WITH (2).131"x3" MINCONT. 716" OSB SHEATHINGOVER WALL PRIOR TOPLACING TRUSSES.131"x2-12" @ 6" O.C. TO BLK'GTRUSS TO BE DESIGNED FORBEARING ON A 2x6 LEDGERU24 HANGERS FROMTRUSS TO LEDGERATTACH 2x6 LEDGER AT EACHSTUD WITH (3) 14"x4" SDS SCREWS34" OR 2332" T&G, TYPBEAM PER PLANJOISTS PER PLAN3" MIN 12" 15"36"SIMPSON STEEL STRONG WALL,MODEL SSW18 WITH SSWP-KT FORPORTAL APPLICATION, SEE PLANSAND CALCULATIONS FOR MOREINFO.1" A307 ANCHOR BOLT WITHDBL NUT AND WASHER AT BASE#4 @ 8" O.C. EACH WAYSCALE - 34" = 1'-0"SIMPSON STRONG WALL FTG DETAIL3" 12"16"CONC. FTG W/(2) #4 CONT.58" THREADED ROD ANDCOUPLER TO HDU ABOVE34" T&G SUB-FLOORHDU HOLDOWN PER PLANJOISTS PER PLANSCALE - 1" = 1'INTERIOR SHEAR WALL TO FOOTINGP.T. SILL, ATTACH PER SWSCHED., EDGE NAILSHEATHING TO SILL2x4 CRIPPLE WALL WITHSHEATHING/NAILING UNDERSW ABOVE, SEE PLAN2x4 STUDS @ 16" O.C.GYP BD. PER ARCH.SOLID BLK'G OVERWALLA35 @ 24" O.C.716" OSB AT SHEARWALLS PER PLAN, 12"GYP BD OVERT&G SUBFLOOR.148"x3" @ 6" O.C.P.T. SILL AND ANCHORSPER SW SCHED.#4 VERTICAL @ 10" O.C.#4 HORIZ. @ 18" O.C.20"FURRING WALL AS REQ'D,NON-BEARING4" CONC. SLAB W/6x6 WWFOR #4 @ 24" O.C., OVERVAPOR BARRIER#4" CRUSHED,COMPACTEDGRAVELSCALE -34" = 1'-0"RETAINING WALL SECTION8"2"FREE DRAININGBACKFILL ORSIMILAR DRAINAGEBARRIERFOOTING DRAINFILTER FABRIC4'-0"8"8" 3"JOISTS PER PLAN6"T&G SHEATHINGEXTERIOR SHEATHINGPER SW SCHED.8'-0" MAX GYP BD. PER ARCH.A35 @ 24" O.C.716" OSB AT SHEAR WALLSPER PLAN, GYP BD OVEREDGE NAIL ROOFSHEATHING TO TRUSSTOP CHORDALIGNED TRUSS TO TOP PLATESCALE - 34" = 1'PLATE WASHER DETAILSHEATHING/NAILING TOMATCH WALL ABOVEGRADEPLATE WASHER MUST BEWITHIN 12" OF SHEATHEDEDGE2x6 P.T. SILLW/ANCHORS PER SWSCHED.EDGE NAILING PERSW SCHED.12" maxFOR USE ONLY ON WALLSSPECIFIED ON THE PLAN,NOT TYPICALSCALE - 1" = 1'AC6 POST TO BM, ANDBM TO POST BELOW(INVERTED)ABU66FTG PER PLANBEAM AND CONNECTIONPER PLANJOISTS PER PLANP.T. POST TOFTG BELOW6" 9" MINTYPICAL DECK POST TO FTG6" MIN3'-6"2'-0"[ 3267+2/(W/6" CONC. FTG. MIN.EMBEDDED 6x6 P.T. POSTMIN. 6" CONC. FTGSCALE 34" = 1'-0" TYPICAL BM TO FLOOR JOISTROOF DETAILSFOUNDATION DETAILSWALL/ HOLDDOWN DETAILSGYP BD. AS REQ'DRIM JOIST PER JOIST MFRA35 PER PLAN, NOT REQ'DON ALL CONNECTIONS716" OSB OR 1532" CDXAT SHEAR WALLST&G SUBFLOOR.131"x3" @ 6" O.C.DIAPHRAGM EDGENAILING, TYP..148"x3-12" @ 8" O.C. SEE SWSCHED.LTP PER SW SCHED. IFSHEATHING SPLICED ATBOT. PLATE.131"x3" @ 6" O.C.HDU8 HOLD DOWN DETAILCS1 6 12"CS16 MAY BE INSTALLEDOVER SHEATHING, TO AMIN (1) 2x STUDUSE (13) 8dMIN EA. ENDNAILING NOTREQ'D IN RIMSCALE - 12" = 1'TRUSS BLK'G TO TOP PLATE716" OSB OR 1532" CDX PLYWD,6" EDGE AND 12" FIELDNAILING TYP U.N.O.PRE-FAB ROOF TRUSSES, SEEFRAMING PLAN ANDMANUFACTURER'S SHOPDRAWINGS2x STUDS @ 16" O.C.U.N.O.H2.5A TO TOP PLATE,TYP EA. TRUSS.OPT: SDWC15600 ORTIMBERLOK SCREWEDGE NAIL INTOBLK'G, TYP2x VENTED BLK'G ORSHEATHED TRUSSPANELSDBL TOP PLATEEXTERIOR FINISH PERPLANCONT.716" OSB OR 1532"PLYWD SHEATHING, TYPSEE DETAIL 1FOR SIMILARSPECIFICATIONSSCALE - 34" = 1'SCALE - 1" = 1'-0"AC6/LCE4 POST TO BMPER PLAN, TYPABU OR FROM POSTTO CONC. TYPFTG PER PLANJOISTS PER PLAN.131"x3" EDGENAILING, TYP.LB212 PER PLAN4x6 / 6x6 POSTSPER PLAN34" OR 2332" T&G TYP.TYPICAL CRAWL SPACE BM TO FTGPLATE WASHER DETAILFOR USE ONLY ON WALLSSPECIFIED ON THE PLAN,NOT TYPICAL2x8 P.T. SILL ANDANCHORS PER SW SCHED.VERTSHORIZ18"4" CONC. SLAB W/6x6 WWFOR #4 @ 24" O.C. OVERVAPOR BARRIER PER OWNER4" CRUSHED &COMPACTED GRAVEL8"4"FREE DRAININGBACKFILL ORSIMILAR DRAINAGEBARRIERFOOTING DRAINFILTER FABRICW (N.T.S.)W1T 3"JOISTS PER PLAN6" MIN T&G SHEATHINGEXTERIOR SHEATHINGPER SW SCHED.MAX HT RETAINING WALL SCHEDULE (SEE WALL SECTION DETAIL)MAX HTW1WTCONT.FTGTRANS FTGHORIZVERTS< 4'-0"8"24"12"(2) #4N/A#4@12" O.C.#4@18" O.C.8'-0"8"24"12"(2) #4#4 @ 10" O.C.#4@12" O.C.#4@10" O.C.NOTE:xFy = 60KSIxF'c = 2,500 PSI (FTG)xF'c = 3,000 PSI(WALL) - WEATHERINGxEFP = 55pcfxLEVEL BACKFILLWATERPOOFCOATING BYOTHERS12" MINCONT. FTG REBARTRANS. FTG REBARRETAINING WALL SECTION AND SCHEDULESCALE - 34" = 1'GRADE(slab where occurs)BOT. PLATE NAILING PERSW SCHED.LB212, TYP. VAPORBARRIER BEHIND JOISTSUSE 2x6 SHEATHED CRIPPLEWALL WHERE FDN WALLSTEPS DOWN 4'-0" ANDJOISTS BEAR ON TOP.PLATE WASHER MUST BEWITHIN 12" OF SHEATHEDEDGERIPPED 2x10 P.T. SILLW/12"x12" ANCHORS @16" O.C. THROUGHBOT. PLATE AND SILLSTAGGER 2" EDGENAILING BTWN PLATES12" maxPORCH SLAB(2) LAYERS OF 14" CDXPLYWD BUILT UP.ATTACH 2x10 LEDGERTO 2x8 LET IN W/ SDS14"x3-12" @ 24" O.C.STAGGEREDFINISH PEROWNER.131"x2-12" @ 6"O.C TO LEDGERATTACH ECCQ6FROM CHAMFERCUT GLB TO 6x6P.T. POST5-12"x16-12" CURVED GLBDASHED LINES REPRESENTTHE FORWARD CONNECTION2x8 RAFTERS@ 24" O.C.1'-8"SCALE - 12" = 1'-0"CURVED BEAM AT PORCH SECTION (FRONT PORCH SIMILAR)2x8 RAFTERS@ 16" O.C.(2) 14" CDX PLYWD B.U.ATTACH RAFTER TOLEDGER W/ LU282x8 LEDGER ATTACHEDTO SPLINES W/ (3)14"x4" SDS SCREWS @24" O.C.T&G FINISH PERPLANSGLU-LAM PER PLAN2x6 LUMBER SPLINESSPACE MAX @ 24"O.C2x8 BLK'G BETWEENRAFTERSFRONTBLOCK BTWNRAFTERS, TYP.SCALE - 34" = 1'-0"PORCH RAFTER SECTIONSCALE - 1" = 1'TYPICAL EXTERIOR FOOTINGSCALE - 1" = 1'-0"SCALE -34" = 1'-0"RETAINING WALL SECTIONHDQ8USE SB7/8X24 C.I.P.ANCHOR WITH HDQ8INSTALL HDQ8 TO MIN(3) 2x POST.0'6" MINUSE SB1"x30" C.I.P.ANCHOR WITH HDQ113'-9"SCALE - 34" = 1'FORCE TRANSFER AT OPENINGEDGE NAILING AT ALLBOUNDARY MEMBERS, TOPPLATE, KING STUDS, WINDOWTRIMMERS, AND @ BLK'G2x6 STUDS @ 16" O.C.2x6 BLK'G ADJACENTTO OPENINGS26" LONG CS16 W/(8)8d EACH END (16)TOTAL. CENTER STRAPOVER KING STUDSHOLDOWN PER PLANCS16 SHALL BE AT TOPAND BOTTOM OF ALLWINDOW FRAMINGWHERE FORCETRANSFER IS USEDSTRAP AND SHEATHINGOVER FRAMING NOTSHOWN FOR CLARITYKING STUDS SHALL BECONTINUOUS TO TOPPLATE, TYP.EDGE NAILING PERPLAN AND SWSCHEDULE ON S-1HDR PER PLANDECKING AND FINISH PER ARCH.148" x 3-12" @ 8" O.C.P.T. JOISTS PER PLANATTACH P.T. LEDGER TORIM W/(2) 14"x4-12" SDS ORLEDGERLOK @ 16" O.C.FLASHINGSCALE - 1" = 1'-0"DECK LEDGER ATTACHMENTLUS28 W/#10 SDSCREWS, TYP.SHEATHING TO MATCH EXISTINGVAPOR BARRIER ANDSIDING PER ARCHGYPSUM BD. AS REQ'D.FTG PER PLANP.T. 6x6FROM FTG TOSECOND STORY BM58" EPOXY ANCHOR6" 10" MINTYPICAL DECK POST TO FTGDECKING AND FINISH PER ARCH.148" x 3-12" @ 8" O.C.P.T. JOISTS PER PLANATTACH P.T. LEDGER TORIM W/(2) 14"x4-12" SDS ORLEDGERLOK @ 16" O.C.FLASHINGDECK LEDGER ATTACHMENTLUS28Z W/#10x2-12"SD SCREWS, TYP.SHEATHING AND NAILING PER PLANVAPOR BARRIER ANDSIDING PER ARCHGYPSUM BD. AS REQ'D.6'-0"ABU66JOISTS PER PLANATTACH DOUBLE JOISTTO POSTW/ LUS28-25-12"x9" GLU-LAM ATTACHEDTO POST W/ HUCQ610-SDSATTACH POST TOBM W/ ACE664x10 DF#2ATTACH 4x10 DF#2 TOBM W/ HUCQ410SDSSCALE - 1" = 1'-0"SCALE - 1" = 1'-0"DTT2Z ON FLOOR JOIST ANDDECK JOIST ATTACHED WITH 12"THREADED ROD. MIN (2); ONE ONEACH SIDE OF DECK EDGE OR20FT MAX SPACING.FIRM UNDISTURBED SOILOR STRUCTURAL FILL6" MIN GRADE716" OSB OR OTHERSHEATHING PER SW SCHED.34" OR 2332" T&G SUBFLOORVAPOR BARRIER ANDSIDING PER ARCH. PLANSINSULATION PER ARCH.JOISTS PER PLAN3x OR (2) 2x P.T. SILL W/58"x12" ANCHOR BOLTSPER SW SCHEDULE3" 8"16"12" MIN 48" MAX 8"4"4""D" WALL 3x SILL PLATE DETAILSCALE - 1" = 1'-0"STEM WALL HEIGHT MUST BEADJUSTED TO ACCOMMODATE 3xSILL PLATESEE 3/S5 FOR CON.FTG. DETAILS3x OR (2) 2x P.T. SILL W/58"x12" ANCHOR BOLTSPER SW SCHEDULE5-12"x10-12" GLU-LAMATTACH JOIST TO BM W/ LU2102x10 FLR. JOISTPER PLANDBL. TOP PLATE TYP.2x BOTTOM PLATE TYP.2x6 STUDS @ 16" O.C.PLANT SHELF DETAILCONT. SHEATHING TO BMPRIOR TO HANGING TRUSSESHANGER PER TRUSS MFR.ATTACH LEDGER TO BMW/ 2 1/4x3-12" SDSSCREWS @ 24" O.C2x4 BLK'G BETWEEN JOISTEDGE NAILING TYP.ATTACH RIM TO TOPPLATE W/ LTP5 @ 24" O.C.SCALE - 34" = 1'-0"TYPICAL EXTERIOR FOOTINGSCALE - 1" = 1'FIRM UNDISTURBED SOILOR STRUCTURAL FILL3" 6"12"18" MIN 48" MAX #4 VERTICALS @ 48" O.C.#4 HORIZONTALS @ 24" O.C.(1) #4 CONTINUOUS6"3"3"GRADE#4 CONT. WITHIN 12" OFTOP OF WALLEDGE NAILING716" OSB OR OTHERSHEATHING PER SWSCHED.34" OR 2332" T&G SUBFLOORVAPOR BARRIERVAPOR BARRIER ANDSIDING PER BUILDERR-21 INSULATION2x10 DF#2 OR 9-12" I JOIST@ 16" O.C.P.T. SILL W/ANCHORS PERS.W. SCHED.TF HANGER WITH VAPORBARRIER AGAINST CONC..148x3-12" @ 16" O.C.U.N.O.TYPICAL EXTERIOR FOOTINGSCALE - 1" = 1'FIRM UNDISTURBED SOILOR STRUCTURAL FILL3" 6"12"18" MIN 48" MAX #4 VERTICALS @ 48" O.C.#4 HORIZONTALS @ 24" O.C.(1) #4 CONTINUOUS6"3"3"GRADE#4 CONT. WITHIN 12" OFTOP OF WALLEDGE NAILING716" OSB OR OTHERSHEATHING PER SWSCHED.34" OR 2332" T&G SUBFLOORVAPOR BARRIERVAPOR BARRIER ANDSIDING PER BUILDERR-21 INSULATION2x10 DF#2 OR 9-12" I JOIST@ 16" O.C.TF HANGER WITH VAPORBARRIER AGAINST CONC..148x3-12" @ 16" O.C.U.N.O.(2) # 4 BOND BM@ TOP OF WALL &@ 48" O.C. TYP.#4 VERTICALS @ 32" O.C.(2) # 4 CONT.8" CMU BLOCK SOLIDGROUTED TYP.MIN 20% NET OPENING FORVENT BLOCKS NO MORE THAN12" ABOVE GRADE. SEEFOUNDATION PLAN.EXISTING WALLS ANDSIDING TO REMAINEXISTING JOISTSAND SUB-FLOORATTACH NEW P.T. 2x6 SILLPLATE TO CMU W/ MASAPANCHOR @ 48" O.C. TYP.CURRENT FLOORELEVATION PERSURVEY = 178.69'FFE SHALL BE183'-0" MIN PERSURVEY RECORDS.EXISTING BMNEW 4x4 P.T. POSTTO REPLACEEXISTING POSTEXISTINGCONC. FTG.APPROX. GRADENOTE: PER FLOOD ELEVATIONCERTIFICATE DATED 10.23.14,BFE = 182.00'SCALE - 12" = 1'BUILDING SECTIONPROVIDE POSITIVECONNECTION ATBM AND FTG. FORNEW POSTS12" MAX 16"8"(2) # 4 BOND BM@ TOP OF WALL &@ 48" O.C. TYP.LAP EXISTINGSHEATHING/SIDING OVERNEW P.T. PLATE ANDPROVIDE EDGE NAILING(8d @ 6" O.C.)8'-0" MAX 12" MIN FTG PER 2012 IRCTYPICAL SECTIONSCALE: 12" = 1'-0"12" 5'-0"16'-0"GRADE(2)PT 2x62x6 DF#2 NAILERS@ 24"0.C.2x6 DF#2 WINDGIRT @ 48" O.C.6x8 DF#2 P.T. POST2x6x18" BLK'G BELOW TRUSS W/(3) 34"A307 HDG THRU BOLTS. USE HDGWASHERS. GABLE ENDS SHALL HAVE(1) BOLT IN THE TRUSS AND ONE INTHE BLK'G BELOW.(1) 34" A307 HDG BOLT FROMTRUSS TO POST, TYPMANUFACTURED TRUSSA35 FROM BLK'G/PURLIN TOPOST, TYP @ EA. POSTNAIL TRUSS TO PURLIN BLK'GEA. SIDE WITH (4) .131"x3", TYP.2x6x24" GUSSET, NAIL TOPURLIN WITH (6) .131"x3" EACHSIDE OF SPLICE, TYP2x6 DF #1 PURLINS @ 24" O.C., BUTTTOGETHER AND SPLICE AT BLK'GBUILDING DESIGN CRITERIA:2012 IBCDEAD LOAD - 7 PSFSNOW LOAD - 25 PSFWIND LOAD - 110 ULT., 85 ASD. - EXPOSURE "B"SEISMIC - Ss=0.89 S1=0.42, DESIGN CAT. "D"4" CONC. SLAB W/6x6 WWFOR #4 REBAR PER OWNER4"6"6"FTG SHALL BE POURED ATLEAST 7 DAYS PRIOR TOSTANDING TRUSSES.BACKFILL AROUND POSTSW/CONCRETE AGAINSTNATIVE SOIL, TYP.716" OSB OVER PURLINS W/6"EDGE & 12" FIELD NAILING,TYP. UN-BLOCKED DIAPHRAGMMETAL ROOFING PER OWNERTYPICAL STRINGER DETAILSCALE - 34" = 1'AS REQD EQEQAS REQDASREQDAS REQDSTAIRS TO BEARING WALL DETAILSCALE - 34" = 1'SCALE - N.T.S.STAIRS TO CONCRETE DETAILSAT STRINGERS ADJTO A WALL ATTACH STRINGERTO EA STUD W/ (2) #10x3WOOD SCREWS2X12 DF#2 STAIRSTRINGERSAT HORIZONTAL SPANS BTWN SUPPORTSGREATER THAN 7'-6" AND LESS THAN11'-0" PROVIDE (2) CONTINUOUS 2X6 DF#2STRINGERS LAMINATED TO EA SIDE OF THE2X12 STRINGER W/ 16d 8" O.C. STAGGEREDAT HORIZONTAL SPANS BTWN SUPPORTSGREATER THAN 6'-0" AND LESS THAN7-6" PROVIDE A CONTINUOUS 2X6 DF#2STINGER LAMINATED TO (1) SIDE OF 2X12STINGER W/ 16d 8" O.C. STAGGERED1-1/8" APA RATED 48" O.C. STURD-I-FLOORTREAD (TYP)LSU210BEAM PER PLANCONT RIM BOARD @ SIMJOIST PER PLANWEB STIFF BY MFR/SUPPLIER2X4 STUD WALL @ SIM2x4 TREATED AS REQ'DCONC SLABPER PLANA35 EASIDE EASTRINGER1-1/8" APA RATED 48"O.C. STURD-I-FLOORTREADS, TYP.2x10 TREATED W/(3)(;3$1&+:EMBEDSCALE - 34" = 1'GYP SHEATHING AS REQ'DSHEATH WITH 716" OSB,6" O.C. EDGE NAILING,TYP8d EDGE NAILING PERSW SCHEDULEATTIC GABLE END ATTACHMENT2x12 @ 24" O.C.2x6 FURRING WALL FORINSULATION FRAMED INTOGABLE TRUSSFLAT 2x4 OUTLOOKER @24" O.C.U26 HANGERSGIRDER TRUSSPER LAYOUT8d EDGE NAILING16d @ 12" O.C. FROMFURRING STUDS TOGABLE WEB2x12 FRAMINGPER PLANSCALE - 34" = 1'PLATE WASHER DETAILGRADEPLATE WASHER MUST BEWITHIN 12" OF SHEATHEDEDGE. STAGGER BOLTS3x6 OR (2) 2x P.T.SILL W/ANCHORS PERSW SCHED.EDGE NAILING PERSW SCHED.12" maxFOR USE ONLY ON WALLSSPECIFIED ON THE PLAN,NOT TYPICALMETAL ROOFINGPER OWNER716" OSB OR 12" PLYWDSHEATHING8d EDGENAILING 6" O.C.FULL DEPTH MFRTRUSS BLK'GDOUBLE TOP PLATE2x8 STUDS @ 16" O.C.8" CONC. WALL PER PLANATTACH TRUSS TO TOPPLATE W/ H2.5AMANUFACTUREDTRUSS @ 24" O.C.SCALE - 34" = 1'-0"TRUSS TO TOP PLATEANCHOR AND EDGENAILING PER SW SCHED.METAL ROOFING PER OWNER716" OSB OR 12" PLYWD SHEATHING8d EDGENAILING 6" O.C.FULL DEPTH MFRTRUSS BLK'GEDGE NAILING TYP.DOUBLE TOP PLATE2x8 STUDS @ 16" O.C.716" OSB OR 12"PLYWOODANCHOR ANDEDGE NAILINGPER SW SCHED.SCALE - 34" = 1'-0"TRUSS TO TOP PLATE716" OSB OR 12"PLYWOODMETAL ROOFING PER OWNER716" OSB SHEATHING8d EDGENAILING 6" O.C.ATTACH BLK'G TO TOPPLATE W/ A35 @ 24" O.C.ATTACH BLK'G TO TOPPLATE W/ A35 @ 24" O.C.MAN. TRUSS @ 24" O.C.5-12"x 18" GLU-LAMLAP TRUSSES OVERFULL BEARING ANDATTACH W/ (6) 16dATTACH TRUSS TOTOP PLATE W/ H2.5ASCALE - 34" = 1'-0"TRUSS TO BEAM1'-4"1'-4"1-12"1-12"38"1" HOLES FOR 78"THREADED ROD ANCHORW/ HEAVY HEX NUTS14"5-12"x18" GLU-LAMATTACH POST TO BMW/ CCOQ66-SDS2.56"x6"x14" HSS COLUMN6"x6"x14" HSSCOLUMNTUBE STEEL COLUMNSCALE - 34" = 1'-0"SECTION A-ASEC. A-ATYP.U.N.O.TYP.U.N.O.78" THREADED RODMIN 12" EMBED3" MIN. 1'-0" 1'-4"4'-6"1'-4"x1'-4" x 78" STEEL PLATE(6) #5 EA. WAY(4) #4 CONT. IN FTG.LEVELING NUT AS REQ. W/HIGH STRENGTH,NON-SHRINK GROUTDBL. HEAVY HEX NUTAND 2x2 PLATE WASHERHEAVY HEX NUTSHARDENEDWASHERSLINE OF FTG ABOVESTAIR SECTIONSCALE: 34" = 1'-0"7-34"MAX4" MAX10"MIN.LRU2101-18" APA RATEDSTURDI TREADHANDGRIP SECTIONBETWEEN 1-12" AND 2"12" RISERSGYPSUM BD ASREQUIRED(3) 2x12's0$;EXISTING FDNNEW FDN6" MIN.EXISTING STEM WALLEXISTING FTGNEW STEM WALLNEW FTGPER PLANEMBED #4 REBAR INTOEXISTING STEM WALL ANDEPOXY W/ SIMPSON SET XPWITHIN 12" OF TOP OF WALL12" MAX.24" MAX #4 HORIZONTALS@ 24" O.C.(2) #4 BAR W/ MIN.6" EMBED INTOEXISTING FTG. W/SIMPSON SET XP.18" MINMIN 18" OF BAREXTENDING INTO NEWFDN AND STEM WALL6" MIN.NEW FDN.EXISTINGFDN18" MIN.3" MIN.EXISTINGSTEM WALLEXISTING FTGNEW STEM WALLPER PLANNEW FTGPER PLANEMBED #4 BAR INTOEXISTING STEM WALL3" MIN. AND EPOXY W/SIMPSON SET XP#4 BAR WITHIN 12" OF TOP OFSTEM WALL AND EXTENDED18" MIN INTO NEW STEM WALLEXISTING STEMWALL AND FTGEXISTING FLR JOISTEXISTING RIM JOISTATTACH NEW FLRJOIST TO EXISTINGRIM W/ LUS210BLK BETWEEN FLR JOISTFOR T&G SUB FLR NAILINGNEW 2x12 FLR JOISTDECKING AND FINISH PER ARCH.148" x 3-12" @ 8" O.C.P.T. JOISTS PER PLANATTACH P.T. LEDGER TORIM W/(2) 14"x4-12" SDS ORLEDGERLOK @ 16" O.C.FLASHINGDECK LEDGER ATTACHMENTLUS28Z W/#10x2-12"SD SCREWS, TYP.SHEATHING AND NAILING PER PLANVAPOR BARRIER ANDSIDING PER ARCHGYPSUM BD. AS REQ'D.SCALE - 1" = 1'-0"DTT2Z ON FLOOR JOIST ANDDECK JOIST ATTACHED WITH 12"THREADED ROD. MIN (2); ONE ONEACH SIDE OF DECK EDGE OR20FT MAX SPACING.FIRM UNDISTURBED SOILOR STRUCTURAL FILL3" 6"12"6"3"3"P.T. SILL W/ANCHORS PERS.W. SCHED.HUNG JOIST DECKATTACHMENTSCALE - 1" = 1'FIRM UNDISTURBED SOILOR STRUCTURAL FILL3" 6"12"6"3"3"34" OR 2332" T&G SUBFLOORVAPOR BARRIER ANDSIDING PER BUILDERR-21 INSULATION2x10 DF#2 OR 9-12" I JOIST@ 16" O.C.TF HANGER WITH VAPORBARRIER AGAINST CONC..148x3-12" @ 16" O.C.U.N.O.FTG PER PLANFTG PER PLANDECKING AND FINISH PER ARCHP.T. JOISTS PER PLANFLASHINGLUS28Z W/#10x2-12"SD SCREWS, TYP.USE SIMSPON SET-XP TOEPOXY 58" ANCHOR BOLTINTO STEM WALL W/ MIN2-12" EMBED AND MIN 3-34"FROM TOP OF STEM WALLMIN. 2x OR 54"COMPOSITE TRIM W/(4) #10x3 EA. POST1x BALUSTERS OROTHER RAILING ASREQ'D PER IRCP.T. OR CEDAR4x4 POSTS TYP.MAX 8'-0" O.C.MIN 2x8 RIM(2) 14"x3" SDS OR3-58" LEGERLOK TYP.@ EA. CONNECTIONBM PER PLANJOIST PER PLAN(2) 14"x3" SDS OR 3-58"LEDGERLOK TYP. @ EA.CONNECTION (5) PLACESEA. RAIL POST/BLK2x RIMVIEW A-AVIEW A-ASCALE - 1" = 1'TYPICAL DECK RAILINGFLR. JOIST PER PLAN2x BLK'G OVER CRIPPLEWALL BETWEEN JOISTS2'-0"DBL 2x6 TOP PLATE2x6 TRIMMER W/TRIPLE 2x6 OVERTHE OPENING6x12 CONC. FTG.SCALE - 12" = 1'CRAWL SPACE ACCESSDECKING AND FINISH PER ARCH.148" x 3-12" @ 8" O.C.P.T. JOISTS PER PLANATTACH P.T. LEDGER TO RIMW/(2) 14"x4-12" SDS OR 3-58"LEDGERLOK @ 16" O.C.FLASHINGDECK LEDGER ATTACHMENTLUS28Z W/#10x2-12"SD SCREWS, TYP.SHEATHING AND NAILING PER PLANVAPOR BARRIER ANDSIDING PER ARCHGYPSUM BD. AS REQ'D.SCALE - 1" = 1'-0"DTT2Z TO FLOOR JOIST/BLK'G ANDDECK JOIST ATTACHED WITH 12"THREADED ROD. MIN (2); ONE ONEACH SIDE OF DECK EDGE OR20FT MAX SPACING.DECKING AND FINISH PER ARCH.148" x 3-12" @ 8" O.C.P.T. JOISTS PER PLANATTACH P.T. LEDGER TO RIMW/(2) 14"x4-12" SDS OR 3-58"LEDGERLOK @ 16" O.C.FLASHINGDECK LEDGER ATTACHMENTLUS28Z W/#10x2-12"SD SCREWS, TYP.SHEATHING AND NAILING PER PLANVAPOR BARRIER ANDSIDING PER ARCHGYPSUM BD. AS REQ'D.SCALE - 1" = 1'-0"DTT2Z TO FLOOR JOIST/BLK'G ANDDECK JOIST ATTACHED WITH 12"THREADED ROD. MIN (2); ONE ONEACH SIDE OF DECK EDGE OR20FT MAX SPACING.FIRM UNDISTURBED SOILOR STRUCTURAL FILL3" 6"12"6"3"3"P.T. SILL W/ANCHORS PERS.W. SCHED.FTG PER PLANHUNG JOIST DECKATTACHMENTSCALE - 1" = 1'FIRM UNDISTURBED SOILOR STRUCTURAL FILL3" 6"12"6"3"3"34" OR 2332" T&G SUBFLOORVAPOR BARRIER ANDSIDING PER BUILDERR-21 INSULATIONJOIST PER PLANTF HANGER WITH VAPORBARRIER AGAINST CONC..148x3-12" @ 16" O.C.U.N.O.FTG PER PLANDECKING AND FINISH PER ARCHP.T. JOISTS PER PLANFLASHINGLUS28Z W/#10x2-12"SD SCREWS, TYP.ATTACH LEGER TO CONC. W/ (2)14"x4"(MODEL TTN25400H) TITENSCREW @ 16" O.C.DECKING AND FINISH PER ARCH.148" x 3-12" @ 8" O.C.P.T. JOISTS PER PLANATTACH P.T. LEDGER TORIM W/(2) 14"x4-12" SDS ORLEDGERLOK @ 16" O.C.FLASHINGSCALE - 1" = 1'-0"DECK LEDGER ATTACHMENTVAPOR BARRIER ANDSIDING PER ARCHGYPSUM BD. AS REQ'D.SHEATHING ANDNAILING PER PLANLUS28Z W/#10x2-12"SD SCREWS, TYP.JOIST PER PLANJOIST PER PLANJOIST PER PLANTYPICAL EXTERIOR FOOTINGSCALE - 1" = 1'-0"FIRM UNDISTURBED SOILOR STRUCTURAL FILL12"6"3"3"GRADE34" OR 2332" T&G SUBFLOORJOISTS PER PLANBM PER PLAN(2) 2X4 P.T. TO BEAR ON FTGAND ATTACHED TO BM W/A35ATTACH 2x4 TO STEMW/ (4) 10d P.A.F.FOOTING PERDETAIL 1/S42x6 WALL PER DETAIL 1/S4SCALE - 1" = 1'-0"FIRM UNDISTURBED SOILOR STRUCTURAL FILL3" 6"12"48" MAX #4 VERTICALS @ 48" O.C.(1) #4 CONTINUOUS6"3"3"#4 CONT. WITHIN 12" OFTOP OF WALLIF SHEATHING SPLICED,SEE SW SCHED. FORAPPROPRIATECONNECTIONS AT SHEARWALLSEDGE NAILING716" OSB OR OTHERSHEATHING PER SW SCHED.34" OR 2332" T&G SUBFLOORVAPOR BARRIEREXTERIOR WALL FOOTINGR-21 INSULATION.JOISTS PER PLANP.T. SILL W/ANCHORS PERS.W. SCHED.VAPOR BARRIER ANDSIDING PER BUILDERR30 INSULATIONGRADE12"HUNG JST OPTIONALWITH RIPPED P.T. SILLAND TOP FLANGEHANGERSSCALE - 34" = 1'GYP SHEATHING AS REQ'DTRUSSES @ 24" O.C.SHEATH GABLE ENDWITH 716" OSB, 6" O.C.EDGE NAILING, TYPEDGE NAILING PER SWSCHEDULEGABLE END ATTACHMENTMAX 48" O.C.OUTLOOKERSPACING16d @6" O.C.STRONGBACK GABLE WEBS W/2x4WHERE GREATER THAN 5'-0" INHEIGHT, TYP..1x6X8'-0" @ 48" O.C.BOT. CHORD BRACING.ATTACH W/(3) 10d, TYP.FORSHOPSATTACH TRUSS TOPCHORD TO EA. STUDWITH (2) .131"x3"MINCONT. 716" OSBSHEATHING OVERWALL PRIOR TOPLACING TRUSSES8d @ 6" O.C.TRUSSES PER MFRLVL TO TOP PLATEFLAT 2x6 BLK'G ATDIAPHRAGMINTERSECTIONSCALE - 34" = 1'3-12"x11-78" LVLPER PLANATTACH LVL TOTOP PLATE W/HDU5 AND 58"THREADED RODHDU5 ATTACHED TOTOP PLATE AND 58"THREADED RODCORNER DETAILEDGE NAILING PERSHEAR WALL SCHEDULEATTACH 2x TO B.U.WITH (2) 16d @ 8" O.C.STRAP PER PLANTRUSSES @ 24" O.C.CONT. T1-11RATED SIDINGEDGE NAILING PER SWSCHEDULEGABLE END ATTACHMENTMAX 48" O.C.OUTLOOKERSPACING2x NAILER FORSHEATHINGATTACH TRUSS TO PLATEW/ A35'S @ 48" O.C.(2) 2x6 FLAT BELOW TOPPLATE FOR DR HEADERSCALE - 34" = 1'-0"SCALE - 34" = 1'-0"TYPICAL TRUSS TO TOP PLATE716" OSB OR 1532" CDXPLYWD, 8d @ 6" EDGEAND 12" FIELD NAILINGTYP U.N.O.PRE-FAB ROOF TRUSSES,SEE FRAMING PLAN ANDMANUFACTURER'S SHOPDRAWINGSGYPSUM OR OSBPER OWNER2x6 STUDS @ 16"O.C. U.N.O.H2.5A TO TOP PLATE,TYP EA. TRUSSEDGE NAIL INTO BLK'G,TYP2x BLK'G TYP, VENT ASREQ'DDBL TOP PLATE712" T1-11 RATED SIDINGW/ EDGE NAILING PERSHEAR WALL SCHEDULERAFTERS PER PLANFINISH PER OWNER2x FULL DEPTH BLK'G,TYPEDGE NAILING FROMSHEATHING TO BLK'GH2.5A AT EA. RAFTER12" CDX PLYWD, OR 716"OSB. 8d @ 6" O.C.EDGES, 12" O.C. FIELD,TYPICALBM PER PLANTYPICAL EXTERIOR FOOTINGSCALE - 1" = 1'FIRM UNDISTURBED SOILOR STRUCTURAL FILL3" 8" 18" MIN 48" MAX #4 VERTICALS @ 48" O.C.#4 HORIZONTALS @ 24" O.C.(1) #4 CONTINUOUSGRADE#4 CONT. WITHIN 12" OFTOP OF WALLEDGE NAILING716" OSB OR OTHERSHEATHING PER SWSCHED.34" OR 2332" T&G SUBFLOORVAPOR BARRIERVAPOR BARRIER ANDSIDING PER BUILDERR-21 INSULATION2x10 DF#2 OR 9-12" I JOIST@ 16" O.C.P.T. SILL W/ANCHORS PERS.W. SCHED.TF HANGER WITH VAPORBARRIER AGAINST CONC..148x3-12" @ 16" O.C.U.N.O.1'-4"4"8"4"FIRM UNDISTURBED SOILOR STRUCTURAL FILLEDGE NAILING716" OSB OR OTHERSHEATHING PER SWSCHED.34" OR 2332" T&G SUBFLOORVAPOR BARRIERGYP BD. AS REQ'DINSULATION AS REQ'D2x8 P.T. SILL W/ANCHORSPER S.W. SCHED.FLR JOISTPER PLANFDN AND STEM WALLPER DETAIL 1/S5TYPICAL EXTERIOR FOOTINGSCALE - 1" = 1'-0"TYPICAL TRUSS TO TOP PLATE716" OSB OR 1532" CDXPLYWD, 6" EDGE AND 12"FIELD NAILING TYP U.N.O.PRE-FAB ROOF TRUSSES,SEE FRAMING PLAN ANDMANUFACTURER'S SHOPDRAWINGSGYPSUM BD AS REQ'D2x STUDS @ 16"O.C. U.N.O.H2.5A TO TOP PLATE,TYP EA. TRUSS.OPT: SDWC15600 ORTIMBERLOK SCREWEDGE NAIL INTOBLK'G, TYP2x VENTED BLK'GOR TRUSS PANELSDBL TOP PLATEINSULATION WHEREREQ'D PER IRCSCALE: 12" = 1'-0"FULL HEIGHT BLK'G TYP.P.T. 2x4 SILL PLATE WITH 12"ANCHORS @ 6'-0" O.C. OR 10dP.A.F. @ 16" O.C.Joists Per Plan2x8 P.T. SILLW/ANCHORS PERS.W. SCHED.FREE DRAININGBACKFILLFILTER FABRICFOOTING DRAINVERTSHORIZONTALS AT THIRD POINTSIN THE WALL.8" 3"16"(2) #4 CONT.HORIZONTAL REBAR RIENFORCEMENT FOR BASEMENT WALL PER 2012 IRC TABLE R404.1.2(1).FOR SOIL CLASSES GM, GC, SM-SC AND ML (45psf/f)SEE CHART BELOW FOR VERTICAL REINFORCEMENT FOR FOUNDATION WALLSALL REINFORCING USING THIS TABLE SHALL BE GRADE 60VERTICAL REINFORCEMENT FOR 8" BASEMENT WALL PER IRC TABLE R404.1.2(3). ALTERNATEREBAR SIZE PER 2012 IRC TABLE FR404.1.2(9).MAX WALL HEIGHTHORIZONTAL REBAR SIZE AND SPACING10 FT(1) #4 BAR WITHIN 12" OF TOP OF WALL AND #4 AT THIRDPOINTSMAX WALL HEIGHTMAX UNBALANCED BACKFILLHEIGHTVERTICAL REBAR SIZE ANDSPACING8FT (96")4#4 @ 48" O.C.5#4 @ 24" O.C.6#4 @ 24" O.C.7#4 @ 16" O.C.8#4 @ 16" O.C.9FT (108")4#4 @ 48" O.C.5#4 @ 24" O.C.6#4 @ 24" O.C.7#4 @ 16" O.C.8#4 @ 15" O.C.9#4 @ 11" O.C.10FT (120")4#4 @ 48" O.C.5#4 @ 24" O.C.6#4 @ 24" O.C.7#4 @ 16" O.C.8#4 @ 13" O.C.9#4 @ 10" O.C.10#4 @ 8" O.C.8" MINWATERPOOFING COATINGPER CONTRACTOR(MIRA-DRAIN OR EPOXYCOATING)SCALE - N.T.S.TYPICAL PRESCRIPTIVEBASEMENT WALL#4 CONT. WITHIN 12" OFTOP OF WALLTOP FLANGE HANGER WITH VAPORBARRIER AGAINST CONC., AND/ORSHEATHING NAILED DIRECTLY TOSILL PLATEJOIST PERPLAN34" T&G SUBFLR TYP.4x12 LEDGER ATTACHTO WALL W/ (3) SDS14"x8" SCREWSMIT418JOISTHANGERS4x12 BLK'G ATTACHTO STUDS W/ MIN(8)10d TOE NAILSEXISTING FLR JOISTEXISTING TOP PLATESHEATHINGPER PLAN2x6 WALL STUDS@ 16" O.C.SHEATH W/716" OSBA35 @24" O.C.GYP. BDAS REQ.EDGE NAIL ROOFSHEATHING TO TRUSSTOP CHORD2X6 @ 24" O.C.BETWEEN TRUSSES ANDATTACHED TO TOPPLATE W/ (4) 16dSCALE - 34" = 1'PLATE WASHER DETAILGRADEPLATE WASHER MUST BEWITHIN 12" OF SHEATHEDEDGE3x OR DBL 2x6 P.T.SILL W/ANCHORS PERSW SCHED.EDGE NAILING PERSW SCHED.12" maxFOR USE ONLY ON WALLSSPECIFIED ON THE PLAN,NOT TYPICAL(2) 58"x6" C.I.P.ANCHORS12"x12"x 12" PLATE14"6x6x 18" T.S. COL.ATTACHED TO FLR BM.A-ASECTION A-A14"343/$&(612"x12"x 12" PLATE12"12"1-12"1-12"1-12"5'-6"12"DBL NUTS AND H.S. GROUTOPTIONAL FOR LEVELING10 #4 E/WFDN PER PLANBM TO FTGSCALE - 1" = 1'-0"STEEL COLUMN TO BMSCALE - 1" = 1'-0"14"BM PER PLANFLR JOIST PER PLANSTEEL COLUMNPER PLANCCQ98SDS2.5 FILLETWELDED TO STEEL COLUMNSUB FLR PER PLAN716" OSBSHEATHING TYP.STHD HOLDDOWN PER PLANB.U. 2x6 STUDS FORSTHD ATTACHMENT TYP.2x6 CRIPPLEWALL PER PLANMST STRAPPER PLANB.U. 2x6 FOR MSTATTACHMENT ALIGNED W/B.U. FOR STHD BELOWSLOT FLR SHEATHINGFOR STRAPFLR SHEATHING TYP.FLR JOIST PER PLANATTACH MST TO B.U.STUDS FROM STHDBELOW FLRSTEM WALL PER PLANclCENTERLINE OF STRAPI-JOIST PER PLANSUB FLR PER PLANSHOWER PER MFR12"6"2x8 DF#2 FLRJOIST @ 16" O.C.HANG JOIST FROMLEDGER W/ LU210CRIPPLE WALL MAXHEIGHT 4'-0" UN-BRACEDP.T. 2x6 SILL PLATE WITH12" ANCHORS @ 6'-0" O.C.OR 10d P.A.F. @ 16" O.C.DBL RIM FOR LEDGERATTACHMENTATTACH LEDGER TO RIMW/ (2) 3-58" LEDGERLOKS@ 16" O.C.SHIM UNDER BOTTOMPLATE W/ SUB FLR FOREVEN STUD HIEGHTSUB FLR UNDER SHOWEREDGE NAIL TYP.FIRM UNDISTURBED SOILOR STRUCTURAL FILL6" MIN #4 VERTICALS @ 48" O.C.#4 HORIZONTALS @ 24" O.C.(2) #4 CONTINUOUSGRADE#4 CONT. WITHIN 12" OFTOP OF WALLEDGE NAILING716" OSB OR OTHERSHEATHING PER SW SCHED.VAPOR BARRIERVAPOR BARRIER ANDSIDING PER ARCH. PLANSINSULATION PER ARCH.P.T. SILL W/ANCHORS PERS.W. SCHED.3" 8"16"12" MIN 48" MAX 8"4"4"SCALE - 34" = 1'-0"TYPICAL EXTERIOR FOOTINGI-JOIST PER PLANTF HANGER WITH VAPORBARRIER AGAINST CONC.SCALE - 34" = 1'-0"STEPPED WALL/FDN DETAIL24"STUDS PER PLAN(16" O.C. U.N.O.)MST37 ATTACHTO B.U. STUDSANCHORS PER SWSCHED., MIN (2)PER PIECEP.T. SILL PLATECONT. FTG REBAR(FTG MAY ONLY STEPAT CRAWL SPACEFOUNDATIONS)ANCHOR SPACING PER SWSCHED., MAX 48" O.C.CONC. STEM WALLFIRM UNDISTURBED SOILOR STRUCTURAL FILL1V1.5H18" MINCS16 EA. SIDE OFPLATE SPLICE, 48" LONGMIN. 18" #4BAR UNDERCORNER TYP.STHD HOLDDOWN PER PLAN18"LAP MIN. TYP.18" MIN.3"18" MIN3" 12"16"CONC. FTG W/(2) #4 CONT.58" THREADED ROD AND COUPLERTO HDU ABOVE34" T&G SUB-FLOORHDU HOLDOWN PER PLAN,ALIGN WITH STRAP/WALL ENDABOVE, AS REQ'DA35 @ 16" O.C.JOISTS PER PLANSOLID BLK'G OVER BM/CRIPPLEWALL, TYP. A35 ONLY REQ'D ATSHEATHED CRIPPLE WALLSP.T. SILL, ATTACH PER SWSCHED., EDGE NAILSHEATHING TO SILL2x4 STUDS @ 16" O.C.SCALE - 1" = 1'INTERIOR SHEAR WALL TO FOOTINGVERTSHORIZ20"4" CONC. SLAB W/6x6 WWF OR#4 @ 24" O.C., OVER VAPORBARRIER#4" CRUSHED,COMPACTED GRAVEL8"2"FREE DRAININGBACKFILL OR SIMILARDRAINAGE BARRIERFOOTING DRAINFILTER FABRICWW1T 3" 6" MIN MAX HT RETAINING WALL SCHEDULE (SEE WALL SECTION DETAIL)MAX HTW1WTCONT.FTGTRANS FTGHORIZVERTS4'-0"4"2'-3"11-14"(2) #4N/A#4@12" O.C.#4@12" O.C.5'-0"4"2'-9"11-14"(3) #4N/A#4@12" O.C.#4@12" O.C.6'-0"4"3'-3"11-14"(3) #4#4 @ 10" O.C.#4@12" O.C.#4@12" O.C.8'-0"10"4'-6"11-14"(4) #4#4 @ 10" O.C.#4@12" O.C.#4@8" O.C.NOTE:xFy = 60KSIxF'c = 2,500 PSI (FTG)xF'c = 3,000 PSI (WALL) -WEATHERINGxEFP = 35pcfxLEVEL BACKFILLxSURCHARGE AT GRG =50PSFWATERPOOFCOATING PERCONTRACTOR12" MINCONT. FTG REBARTRANS. FTG REBARFURRING WALL AS REQ'D,NON-BEARING2x6 SHEATHED CRIPPLE WALL TOFLOOR ABOVE, PER ARCH. SECTIONS.MIN 7/16" APARATED SHTG. NAILPER PLAN ORWALL ABOVE.WHERE NO SLAB ATBOTTOM, POUR KEY(2) #4#4 @ 12" O.C.8"12"SHEATHING & NAILINGPER 3/S-1BM PER PLANRAFTERS PERPLANSCALE - 34" = 1'-0"RAFTER TO RIDGE BMCONT. RIDGEVENT PER CODE2x BLK'G TYP.STRAP OVER RAFTERSW/ LSTA 30 AND ATTACHWITH 22 10d NAILSRAFTERS PER PLANFINISH PER OWNERFINISH PER OWNER716" OSB SHEATHING2x6 STUD WALL @16" O.C. U.N.O.2x VENTED BLK'G,TYPEDGE NAILING FROMSHEATHING TO BLK'GH2.5A AT EA. RAFTERROOF SHEATHINGSIMILAR TO DETAIL1/S5SCALE - 34" = 1'-0"RAFTER TO TOP PLATER-38 IN ROOFCAVITIES, TYP..162 x 3-12" NAILING @ 8" O.C.12" CLR O.K. ATSLAB.1/3 (H)ALL REBAR SHALL BEGRADE 60 USING THISDETAIL AND SCHEDULE5-12" MINHHDQ116-78"6x6 POSTPER PLANDIM TO CENTERLINE OF SB BOLTCLUSE SB1"x30" C.I.P.ANCHOR WITH HHDQ115-12" MINHHDQ116-78"6x6 POSTPER PLANDIM TO CENTERLINE OF SB BOLTCLUSE SB1"x30" C.I.P.ANCHOR WITH HHDQ111-12"1-12" 6'-0" MAX 7'-0" MAX @ 10'-0" PLATE 10'-6" MAX AT 14'-0" PLATE 8"SCALE - N.T.S.RAISED STEM WALL4'-0" (+/-)SCALE - 34" = 1'-0"TRUSSES TO SHEATHED WALL2x6 WALL TYP.716" OSB SHEATHING8d @ 6" O.C. EDGESTRUSSES PERMANUFACTURERATTACH 2x6 BLK'G TOSTUDS WITH (2).131"x3" MINCONT. 716" OSB SHEATHINGOVER WALL PRIOR TOPLACING TRUSSES.131"x2-12" @ 6" O.C. TO BLK'GHANGER PERTRUSS MFRTRUSS TO BE DESIGNED FORBEARING ON A 2x6 LEDGERATTACH 2x6 LEDGER AT EACHSTUD WITH (2) 14"x4" SDS SCREWSSHEATH W/716" OSBA35 @24" O.C.GYP. BDAS REQ.EDGE NAIL ROOFSHEATHING TO TRUSSTOP CHORD2X6 @ 24" O.C.BETWEEN TRUSSES ANDATTACHED TO TOPPLATE W/ (4) 16dMIN. 2x OR 54"COMPOSITE TRIM W/(4) #10x3 EA. POST1x BALUSTERS OROTHER RAILING ASREQ'D PER IRCP.T. OR CEDAR4x4 POSTS TYP.MAX 8'-0" O.C.MIN 2x8 RIM(2) 14"x3" SDS OR3-58" LEGERLOKTYP. @ EA.CONNECTIONBM PER PLANJOIST PER PLAN(2) 14"x3" SDS OR3-58" LEDGERLOKTYP. @ EA.CONNECTION (5)PLACES EA. RAILPOST/BLK2x RIMVIEW A-AVIEW A-ASCALE - 1" = 1'TYPICAL DECK RAILINGAC6 POST TO BMABU46FTG PER PLANJOISTS PER PLANP.T. POST TOFTG BELOW58" RED HEAD ORSTRONG BOLT ANCHOR(HDG OR STAINLESS)ALL EXTERIOR HARDWARESHALL BE HDG ORSTAINLESS, EXCEPT THETIMBERLOK ORLEDGERLOK SCREWS.(2) 5" LEDGERLOKSCREWS FROM BLK'GTO RAILING POSTS,(2) SIDES MIN., TYP.SCALE - 1" = 1'-0"DECK POST CONNECTIONSFIRM UNDISTURBED SOILOR STRUCTURAL FILL3" 6"12"48" MAX 6"3"3"SLAB34" OR 2332" T&G SUBFLOORSEPARATION WALL @ PORCHJOISTS PER PLANP.T. SILL W/ANCHORS PERS.W. SCHED.FTG PER DETAIL1/S-5SCALE - 1" = 1'-0"METAL FLASHING@ SLAB AREAS58"x6" POST INSTALLEDANCHORVERTSHORIZ20"4" CONC. SLAB W/6x6 WWF OR#4 @ 24" O.C., OVER VAPORBARRIER#4" CRUSHED,COMPACTED GRAVEL8"2"FREE DRAININGBACKFILL OR SIMILARDRAINAGE BARRIERFOOTING DRAINFILTER FABRICWW1T 3"JOISTS PER PLAN6" MIN T&G SHEATHINGMAX HT NOTE:xFy = 60KSIxF'c = 2,500 PSI (FTG)xF'c = 3,000 PSI (WALL) -WEATHERINGxEFP = 35pcfxLEVEL BACKFILLxSURCHARGE AT GRG =40PSFWATERPOOFINGCOATING BY OTHERS12" MINSLAB WHERE OCCURSCONT. FTG REBARTRANS. FTG REBARFURRING WALL AS REQ'D,NON-BEARINGSCALE -34" = 1'-0"RETAINING WALL SECTIONRETAINING WALL SCHEDULE (SEE WALL SECTION DETAIL)MAX HTW1WTCONT.FTGTRANS FTGHORIZVERTS4'-0"4"2'-3"11-14"(2) #4N/A#4@12" O.C.#4@12" O.C.5'-0"4"2'-9"11-14"(3) #4N/A#4@12" O.C.#4@12" O.C.6'-0"4"3'-3"11-14"(3) #4#4 @ 10" O.C.#4@12" O.C.#4@12" O.C.8'-0"10"4'-6"11-14"(4) #4#4 @ 10" O.C.#4@12" O.C.#4@8" O.C.SIP PANEL PER MFRANCHORS ANDEDGE NAILINGPER S/W SCHED.ATTACH P.T. 2x12 LEDGERTO STEM WALL W/ 58"WEDGE ANCHORS @ 36"O.C. MIN 5" EMBED.5"ATTACH JOISTTO LEDGER W/IUS HANGERDECKING ANDFINISH PER ARCH.148" x 3-12" @ 8" O.C.P.T. JOISTSPER PLANATTACH P.T. LEDGER TO RIM W/(2)14"x4-12" SDS OR 3-58" LEDGERLOK @16" O.C.FLASHINGDECK LEDGER ATTACHMENTLUS28Z W/#10x2-12" SDSCREWS, TYP.VAPOR BARRIER ANDSIDING PER ARCHGYPSUM BD. AS REQ'D.SCALE - 1" = 1'-0"JOIST PER PLANNAILING PER S/W SCHEDULEBLK'G @ WALL BELOW TYP.WEB FILL JOIST AND ATTACH TOMIN. 1-12" RIM BOARD W/ A35 @ EA.JOISTATTACH JOISTBLK'G TO PLATE W/A35'S @ 32" O.C.SCALE - 34" = 1'CANTILEVER JST @ SHEAR WALL716" OSB 1532" CDX ATSHEAR WALLSPROVIDE BLOCKINGBETWEEN JOISTSEDGE NAILINGRIM JOIST PER MFRLTP5 PER SW SCHED. IFSHEATHING SPLICED ATBOT. PLATE.131"X3" @8" O.C SEE SW SCHED.FOR LTP CONNECTION AS REQ'D IFSHEATHING SPLICED.131"X3" @6" O.CDIAPHRAGM EDGENAILING TYP.34" T&G SUBFLOOR.131"X3" @6" O.CDIAPHRAGM EDGENAILING TYPATTACH BLOCKING TO TOPPLATE WITH A35 @ 19.2" O.CGYP BD. PER ARCH.SCALE - 1" = 1'AC6 POST TO BM, ANDBM TO POST BELOW(INVERTED)ABU66FTG PER PLANBEAM AND CONNECTIONPER PLANJOISTS PER PLANP.T. POST TOFTG BELOW58" EPOXY ANCHOR6" 9" MINTYPICAL DECK POST TO FTG5-12"x13-12" GLB6x6 DF#1PLATE "A"PLATE "B"PLATE "B"PLATE "C"PLATE "C"PLATE "D"6x6 DF#16x6 DF#1127.555'-6 3/4"SCALE - 1" = 1'-0"INTERIOR TO EXTERIOR RIDGE BMPORCH BM'SCHAMFER CUTOVER POSTATTACH TIE TO BMAND POST W/ (4)4-12" HeadLokSCREWS, TYP.4" MIN. 12"4"6x6 POST PER PLAN1 2 " M IN .SCALE - N.T.S.VERTSHORIZ20"4" CONC. SLAB W/6x6 WWF OR#4 @ 24" O.C., OVER VAPORBARRIER#4" CRUSHED,COMPACTED GRAVEL8"2"FREE DRAININGBACKFILL OR SIMILARDRAINAGE BARRIERFOOTING DRAINFILTER FABRICWW1T3"6"MINMAX HT (BACKFILL HT)RETAINING WALL SCHEDULE (SEE WALL SECTION DETAIL)MAX HTW1WTCONT.FTGTRANS FTGHORIZVERTS4'-3"4"2'-3"11-14"(2) #4N/A#4@12" O.C.#4@18" O.C.5'-0"4"2'-9"11-14"(3) #4N/A#4@12" O.C.#4@12" O.C.6'-0"4"3'-6"11-14"(3) #4#4 @ 8" O.C.#4@12" O.C.#4@12" O.C.8'-0"10"4'-6"11-14"(4) #4#4 @ 8" O.C.#4@12" O.C.#4@8" O.C.NOTE:xFy = 60KSIxF'c = 2,500 PSI (FTG)xF'c = 3,000 PSI (WALL) -WEATHERINGxEFP = 45pcfxLEVEL BACKFILLWATERPOOFCOATING PERCONTRACTOR12" MINCONT. FTG REBARTRANS. FTG REBARFURRING WALL AS REQ'D,NON-BEARING2x6 SHEATHED CRIPPLE WALL TOFLOOR ABOVE, OR JOISTS ON P.T. SILLWITH RIM, AS GRADE REQUIRES.MIN 7/16" APARATED SHTG. NAILPER PLAN ORWALL ABOVE.WHERE NO SLAB ATBOTTOM, POUR KEY(2) #4#4 @ 12" O.C.8"12"CANTILVEVERED RETAININGWALL SECTIONmain detail(clark co.)SCALE - 1" = 1'-0"thickended slab footing4" CONC. SLAB W/6x6 WWFOR #4 @ 24" O.C. EA. WAYOVER VAPOR BARRIERAND COMPACTED FILL16"(2) #4 CONT.12"CRUSHED/COMPACTEDFILL OR PEA GRAVELBASER10 FOAM BOARDINSULATION AS REQ'DSCALE - N.T.S.cont. horiz.rebar min.length 2x LeHOLD DOWN DETAILSANCHOR PERPLAN. HDU4 ALT.TO STHD, USESB 58"x24"ANCHOR BOLTSLSTHD8 SIMILAR, USE"RJ" MODEL WHERE RIMJOIST IS PRESENTSTHD103"-5"OPTION :FOR LSTHD8'S AND STHD10'S 58"THREADED ROD W/ 6" EPOXY EMBEDATTACHED TO FRAMING W/ HDU41-12"1-12" 6'-0" MAX 8"SHEATHING NAILEDTO MIN. (3) 2xDOOR TRIMMERHDQ8 EA. SIDE OFWALL PANELMIN. (2) 58" A.B.PER S/W SCHED.SB 78"x24"P.T. SILL PLATE#3 TIES @6" 0.C.(6) #4 VERT.REBAR PERPLANFTG PERPLANRAISED STEM WALLSCALE - N.T.S.SCALE - 34" = 1'-0"GYP BD. PER ARCH.ALIGN JST OVER WALLA35 @ 32" O.C.716" OSB AT SHEARWALLS PER PLAN, GYPBD OVER34" T&G SUBFLOOR.148"x3" @ 6" O.C.JST TO WALL DETAILSCALE - 34" = 1'GYP BD. PER ARCH.SOLID BLK'G OVERWALLBLK'G TO SHEAR WALLA35 @ 32" O.C.716" OSB AT SHEARWALLS PER PLAN, 12"GYP BD OVER34" T&G SUBFLOOR.148"x3" @ 6" O.C.GYP BD. AS REQ'DRIM JOIST PER JOIST MFRA35 PER PLAN, NOT REQ'DON ALL CONNECTIONS716" OSB OR 1532" CDXAT SHEAR WALLS34" T&G SUBFLOOR.131"x3" @ 6" O.C.DIAPHRAGM EDGENAILING, TYP..148"x3-12" @ 8" O.C. SEE SWSCHED.LTP PER SW SCHED. IFSHEATHING SPLICED ATBOT. PLATE.131"x3" @ 6" O.C.SOLID WEB FILLAND ATTACHW/A35 @ 24" O.C.SCALE - 34" = 1'-0"10d MIN EDGENAILING TO SOLIDBLK'G, TYPCRIPPLE WALL TO FTG6"12"(2) #4 CONTINUOUSP.T. 2x4 SILL PLATE WITH 12"ANCHORS @ 6'-0" O.C. OR 10dP.A.F. @ 16" O.C.DBL 2x4 TOP PLATESOLID BLK'G OVER BR'GFLR JOIST PER PLAN34" OR 2332" T&G SUBFLOORSHEATHING & NAILINGPER 3/S-1BM PER PLANRAFTERS PERPLANSCALE - 34" = 1'-0"SOLID SAWN RAFTER TO RIDGE BMCONT. RIDGEVENT PER CODE2x BLK'G TYP.STRAP OVER RAFTERSW/ LSTA 30 AND ATTACHWITH 22 10d NAILSSHEATHING & NAILINGPER 3/S-1CONT. RIDGEVENT PER CODESIMPSON LRU ORLSU HANGERSBM PER PLANMIN. 112" AIRSPACESCALE - 34" = 1'-0"SOLID SAWN RAFTER TO RIDGE BMSHEATHING &NAILING PER 3/S-1CONT. RIDGEVENT PER CODESIMPSON LSUHANGERSBM PER PLANMIN. 112" AIRSPACESCALE - 34" = 1'-0"I-JST RAFTER TO RIDGE BMRAFTERS PERPLANI-JST RAFTERSPER PLANWEB STIFFENERSREQUIREDRAFTERS PER PLANFINISH PER OWNER2x FULL DEPTH BLK'G,TYPEDGE NAILING FROMSHEATHING TO BLK'GH2.5A AT EA. RAFTER12" CDX PLYWD, OR 716"OSB. 8d @ 6" O.C.EDGES, 12" O.C. FIELD,TYPICALBM PER PLANSCALE - 34" = 1'-0"SOLID SAWN RAFTER TO BEAM8d EDGE NAILING @ 6" O.C.,ENTIRE LENGTH OF TRUSSA35 @ 48" O.C.TRUSS PER MFRPRE-FAB ROOF TRUSSES, SEEFRAMING PLAN ANDMANUFACTURER'S SHOPDRAWINGS2x DF STUDS @ 16"O.C. U.N.O.H2.5A TO TOP PLATE,TYP EA. TRUSS.OPT: SDWC15600 ORTIMBERLOK SCREWCONT.SHEATHING UNDEROVERFRAMING, MAX 18"X24"OPENINGS SPACED 8'-0" O.C.FOR VENTILATIONSCALE -34" = 1'ADJ. TRUSS W/ RAISED HEEL OVER SHEARWALL(2) .131" x 3" FROM TRUSSWEBS & BOTTOM CHORDTO ADJ. TRUSS @ 24" O.C.