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((� IfR�fF 1819aWIfYIG <br />SJ,ILE CX#I SIFHIf ) <br />IIlRIP Ili <br />7irBAUMI <br />ARILWMINI IMi FAMIaA <br />2K WW IFAASt�IHA <br />E S OFIRflf S HEEr <br />ATTIACFED uWAULILS iF ATi[RGTU <br />(A)i IOP iPII.AATf>£WN (@41" <br />to MUER <br />�, <br />{PiL.i"(V�Gt�'®S11i�AAlfll'Ntf�l(G <br />-" <br />i#r UB IPERt M[UM G BILE SEEIIIUhWtL CYSS <br />MRIVIOREIMM <br />_ <br />aw <br />um <br />®� <br />7/M"CEVENUIffnamflNEH PH3RiARSTrVC:.5R <br />APPLY3LAYIMW/TUffhWLTHCKMESS7/Ag"OMM <br />µ- <br />f10I£IfAaLLATH. [RUST 2 LATHM3B"THICK EMAil.3M <br />II.AANM lV8"TfiHIIEK. <br />INISM AAinION IFE R <br />C1HI9a U GN IRLC M IPIL" <br />rB R <br />S6A S6 <br />BASEBOARD <br />MIN. 2500 PSI CONC. SLAB <br />MIN, PSI MAY VARY PER <br />d <br />MUNICIPALITY <br />c <br />I-1 <br />' <br />6x6 w1.4011.4 <br />I I= I I I —I I I —I I <br />I I —III —III —III <br />I I=T=III—III=I I <br />III <br />I I <br />° ° ° <br />. ' . ° <br />� .°• <br />1—I I I-1 11=III <br />WWF OR FIBERMESH _T=1 I I-11 I —I I <br />-III-III-III <br />I I I <br />I I <br />d <br />. ° ° <br />A <br />• a. <br />ORN IELIF <br />PhFIERIFOR <br />fG DIST WERE <br />Il;;®fR <br />STtHD, so ((Sffi Dump) <br />SM'X11S" CONIC. 11MOCK0111 f <br />BUK. VO:VM#5 iRM C)iDHlf ... fRWL® <br />SMDWZRUUT <br />ARCHITECTURAL <br />FINISH <br />(1) #5 VERT. IN FILL CELLS (SEE <br />FOUNDATION PLAN & NOTES) <br />C7 <br />LL <br />0 <br />4"x4" INSPECTION PORT AT <br />cr <br />� <br />EACH FILL CELL TYPICAL <br />w <br />a <br />AT GARAGE CONTRACTOR <br />N <br />TO CUT BLOCK OR POUR <br />CURB DUE TO SLOPE <br />NOTE: EXTEND DECO FINISH <br />410 6" BELOW GRADE <br />=1NISH GRADE 00 <br />-I-II=I 1 I-- <br />,II;-81 <br />sTD. 90'HnOK <br />(SEE DETAIL)•I <br />(3) # 5 REBAR ON3" CHAIR 4" 1W/3" MIN. CLEARANCE <br />TYP 2—STORY WALL SECTION J <br />SCALE:3/4"=V-0" S6 <br />SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO <br />2ND FLOOR FRAME CONNECTION <br />SEE J/S-6 FOR ADDITIONAL INFORMATION. <br />SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" <br />NAILS TO STUD & (8) 1Od x 1 1/2" TO BAND <br />JOIST AT EA. STUD <br />2nd FLOOR WALL------- <br />BAND JOIST <br />*SIMPSON LTP4 w/ <br />(12) 8d x1 1/2" NAILS <br />!� 24" O.C. <br />1 st FLOOR WALL \ <br />SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" <br />NAILS TO STUD & (8) 10d x 1 1/2" TO BAND — <br />JOIST AT EA. STUD <br />2ND FLOOR FRAME CONNECTION <br />@ WOOD 1ST FLR. <br />UPLIFT CAP = 928 PLF <br />SHEAR CAP = 355 PLF <br />SEE J/S6 FOR ADDITIONAL INFORMATION. <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />SPACER <br />BLOCKS <br />2K ST"@116"G... <br />2'5C BOT.. PLATE V00(/// <br />ATTACHED WAILL SHEATHING <br />((�j) ma (@ 6" C. C,. <br />co H1mU®l s m BD11lM RBBG I <br />VOW// SI (@ 4" GZ,, 2 ROM S'lf <br />FEND SHEATHING TO <br />)F BEAM OR GIRDER <br />ATE <br />' O.C. <br />• HRI�WS EA C HI W//4i 16d <br />MILS; IWM EAA. IRL = TRLIlSS <br />u <br />IINISTAaUL ED PER <br />im. M,I,9,QlIRIiIUF.I�y <br />c <br />I' <br />S�IMIIFVI Hil£TAA� WN/((�) IIWAYNRII IU/K" <br />O <br />MILS; AAT EAA. TIRR M */ iMIIf11,. 4C" <br />H fRE-EIfJG1NEEfR®ENEEDMIEW11INIKOHL= <br />)OR TRUSS/JOIST <br />FLOMTRUSSES <br />2"x BOT. PLATE W/ <br />(2) 10d @ 6" O.C. <br />NOTES: *USE <br />LTP4 & EXTEND <br />SHEATHING TO <br />BOTTOM OF RIM <br />BOARD/BAN D <br />JOIST FOR <br />SHEAR WALL <br />ONLY. <br />CORNER <br />TYPICAL "T" AND CORNER <br />DETAILS N <br />SCALE: N.T.S, S6 <br />2ND FLOOR FRAMING - SEE <br />SECTION J/S6 <br />DECKING ATTACHED WALL SHEATHING <br />TO BOTTOM PLATE/CHORD W/ 8d <br />@ 4" 0/C, 2 ROWS STAGGERED <br />FLOOR TRUSS SEE FRAMING PLAN <br />FLOOR TRUSS <br />°O SEE FRAMING WEEP SCREED <br />o z PLAN • INSTALLED PER MANOR <br />T � <br />2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8) 1Odx1 1/2" <br />0/C FOR , IE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS <br />END WALL W/ (2)1Odx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT <br />END INTO 2"x4" BLOCKING IN KO BLOCK <br />SEE DETAIL 2/D2 FOR <br />MORE INFORMATION <br />2ND FLOOR FRAME CONNECTION R <br />PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" S6 <br />SEE TYP. 2-STORY WALL SECTION <br />FOR ADDITIONAL INFORMATION. <br />15/32" OSB <br />EXPOSUREi <br />SHEATHING <br />x <br />PROVIDE <br />x <br />BLOCKING AS <br />REQUIRED PER <br />D <br />o SECTION X-X IF <br />L NOT FULL <br />F HEIGHT SHEET <br />C <br />z <br />G <br />FLOOR <br />SYST M <br />(2)- 2x TOP PLATE <br />BEYOND I <br />15/32" OSB <br />EXPOSURE F <br />F <br />SHEATHING w <br />SOLID 2x N <br />C <br />BLOCKING @ ALL <br />C <br />SHEATHING 0 <br />EDGES (SEE <br />OPENING <br />SECTION X-X <br />a0 <br />C <br />x <br />w <br />x <br />2xSTUDS Lu <br />r <br />BEYOND. _ <br />SEE PLAN I <br />JCD <br />'\-2x4 P.T. BASE <br />2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND <br />BLOCKING SEE PLAN <br />BETWEEN FLOOR WALL SHEATHING <br />SYSTEM IAIAI I rl rIiArinkl nIA/1nARA <br />FLOOR CONNECTION B <br />3/8" "S" =NAIL 3/8" <br />(@ WI9ASQ}IbifW 11ST RR,SEE JY/Sfi SCALE: 304'�= LG" SPACING <br />fFO RAIMIFIGNIAaLIINF1LiGNI.. <br />S 3/4" s <br />1/2" <br />1/2"z: <br />I- S z 71`�I I <br />1/2" <br />SINGLE NAIL EDGE SPACING DOUBLE •NAIL EDGE SPACING <br />PROVIDE CONTINUOUS <br />BLOCKING FROM B.U.C. <br />TO MASONRY BELOW <br />(6) 1/4" x 2 1/4" TITEN r <br />SCREWS TO MANSONRY <br />WALL PER STRAP <br />WOOD TO MASONRY <br />CONNECTION W/ MSTAM36 <br />SEE J/S6 FOR ADDITIONAL INFORMATION. <br />B.U.C. <br />(8) 10d NAILS TO <br />STUD PER STRAP <br />FLOOR SYSTEM <br />SIMPSON MSTAM36 <br />MASONRY WALL <br />SCALE: N.T.S. <br />RIBBONS <br />DETAIL FLOOR TRUSS 0 <br />SCALE: 1 1/2"=V-0" S6 <br />NOTE: SEE TYPICAL WALL <br />SEE SHEATHING <br />SECTION C/S3 FOR <br />SPECS ON FLOOR <br />ADDITIONAL INFORMATION <br />1/2" GYP. W.B. MIN. @ <br />(1) ROW OF 2x BLOCKING @ MID <br />GARAGE SIDE IF APPLICABLE <br />HGT. FOR WALL HGT.:5 8'-6". (2) <br />ROWS OF 2x BLOCKING @ 3rd <br />5/8"DIA. x 10" "J" BOLT W/ 8" <br />PTS FOR WALL HGT. > V-6" <br />EMBEDMENT @ 24" O.C. W/ <br />SIMPSON SP1 w/ (10)10d <br />2"DIA.X 3/16" PLATE WASHER <br />NAILS AT EA. STUD <br />(MIN. SHEAR 3500#. MIN. <br />2 x STUDS @ 16" O.G. <br />TYPICAL TENSION 2600#.) <br />2X P.T. PLATE <br />6 x 6 W1.4 x W1.4 WWF OR FIBERMESH <br />•� 11 <br />.,•° d.°.°. e n ° <br />. ' ` • I=1 I I —III - <br />I —III III- <br />I=1 I M I I= - <br />''I. ICI —ICI 1�1—I�1-1�1=I�1—ICI 11-III <br />'—III-1 I I —III —III —III —III —I I �- I I (3) #5 CONT. ON 3" <br />� I III—TI I —III III —I I I <br />8" V-8" 8" CHAIR W/ 3" MIN. <br />CLEARANCE <br />INTERIOR 2-STORY FRAME SECTION rS <br />SEE TYP, 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" <br />ADDITIONAL SLAB INFORMATION. <br />AT ALL PANEL BLOCKING <br />LOCATIONS SHALL BE MIN 2x4 #2 <br />SPF TURNED VERTICAL w/ 7116" <br />FLITCH PLATE TO w/ (2) 12d <br />TOENAILS EA. END. NAIL FLITCH <br />PLATE TO VERTICAL w/ (4) 8d NAILS <br />(2) 8d NAILS @ 3" O.C. <br />STAGGERED FOR SHEATHING <br />VERTICAL BLOCKING <br />SECTION X-X <br />sF �No <br />FA�gN� <br />2x CRIPPLES @ - <br />16" O.C. W/ (2) 12d <br />TOENAILS T/B <br />10d NAILS @ <br />8" O/C TYP. <br />DOUBLE 2x — <br />CRIPPLE STUD <br />TYPICAL (U.N.O.) <br />WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, <br />ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE <br />ATTACHED TO STUD AND OR BLOCKING AT ALL A " <br />MINIMUMy <br />AND END <br />SPACE IS RECOMMENDED BETWEEN PANELS AT EDGEAND <br />o <br />JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT <br />J <br />J <br />U) <br />PENETRATE SURFACE MORE THANYa". <br />Z <br />OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />0 <br />© NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />LL = <br />@ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />O < <br />uj <br />@ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. <br />cq <br />O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. <br />J o <br />w/ 8d COMMON NAIL <br />J <br />o LL O <br />) PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />J > ¢ O N <br />X 00JIn <br />wl 8d COMMON NAILS @ 4" O.C. (2) ROWS @TOP 8 BOTT. <br />co F � LL <br />@(2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL <br />Z w p p <br />MEMBER IF GABLE END <br />'LL <br />NOTE; <br />8d NAILS FOR WALL SHEATHING MUST BE MIN .131"X21/2" <br />DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE <br />SURFACE MORE THAN 118". <br />C WALL SHEATHING INSTALL. <br />S6 & NAILING SCHED. <br />REVISION 12-7-2020 <br />2-ROWS 12d NAILS <br />STAGGERED @ 12" O/C EACH <br />FACE OR 3-ROWS 121 NAILS <br />STAGGERED @ 12" O/C FOR <br />2"x10" OR GREATER HEADER <br />SEE FLOOR PLAN NOTES FOR <br />REQUIRED CONNECTION <br />(2) 2x HEADER SEE PLAN <br />S4 • INTERIOR HEADER: <br />BOX HEADER (1) 2x SILL PLATE W/ (2) <br />ONLY 12d TOENAILS <br />• EXTERIOR HEADERS: <br />(1) 2x SILL PLATE W/ (2) <br />12d TOENAILS <br />• OPENING LARGER THAN 4 FT: <br />(1) 2x SILL PLATE w/ SIMPSON <br />LS30 w/ (6) 1 Od x 1 1/2" EACH SIDE <br />O,o N0A <br />N� <br />SEE PLAN FOR REQUIRED <br />CONNECTIONS <br />LOAD BEARING/EXTERIOR FRAME <br />WALL HEADER DETAIL <br />2x STUDS TYP. <br />P.T. BOT, PLATE <br />FLOOR TRUSS / <br />(2) ROWS OF 2x BLOCKING <br />AT THIRD POINTS <br />5/8"DIA, x 10" "J" BOLT W/ 8" <br />EMBEDMENT @ 24" O.C. W/ 2"DIA. <br />x 3/16" PLATE WASHER (MIN. <br />SHEAR 3500#. MIN. TYPICAL <br />TENSION 2600#.) <br />2500 PSI CONCRETE MIN, <br />SLAB W/ 6x6 W1.4xW1.4 <br />`r WWF OR FIBERMESH <br />.d <br />E d• ° <br />M -1II—III—II—II I ° <br />d ° <br />-III III II <br />(3) # 5 REBAR ON 3" CHAIR 4" 1'-8" <br />W/3" MIN. CLEARANCE <br />ALTERNATE FOOTING <br />M <br />S6 <br />HEADER SUPPORT <br />NO. OF JACKS & STUDS <br />REQ. AT OPENINGS <br />OPENING <br />2" x 4" WALL <br />2" x 6" WALL <br />STRAPS <br />SIZE <br />JACKS <br />STUDS <br />JACKS <br />STUDS <br />SIMPSON <br />EA END <br />EA END <br />EA END <br />EA END <br />V-4' <br />(1) <br />(2) <br />(1) <br />(2) <br />(1) LSTA30 <br />4'-9' <br />(2) <br />(3) <br />(2) <br />(2) <br />(1) LSTA30 <br />9'-16' <br />(3) <br />(3) <br />(2) <br />(3) <br />(2) LSTA30 <br />PLYWOOD SHEATHING NAILED PER NAILING <br />SCHEDULE SEE DETAIL C/S6 FOR MORE INFO <br />2X STUDS @ 16" 0/C <br />7/8" STUCCO FINISH PER ASTM C. 926 <br />APPLY 3 LAYERS W/ TOTAL THICKNESS <br />7/8" OVER METAL LATH. FIRST 2 LAYERS <br />3/8" THICK EACH. 3RD LAYER 1/8" THICK. <br />SIMPSON SP1 W/ (10) 10d NAILS <br />AT EA. STUD <br />2X P.T. PLATE <br />WEEP SCREED INSTALLED PER. MANUF. <br />@ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" <br />ADDITIONAL INFORMATION. <br />00 <br />FINISH GRADE <br />00 <br />u <br />m <br />i <br />y �rcli <br />`t � <br />y' �} <br />� <br />1 1 b`. 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