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(PM RAQ] OF MEJMG <br />Ims LAAA mMl <br />M111 E CIN SHT ) <br />Q3EEIMCAU CH RL033 Rt <br />P'IEACIMI <br />'- <br />� <br />NM IfA1P <br />ACII W 1 IINIlUD01 IFAS CI A <br />58" OR V2" HHIl H S NREING EH CEILING <br />2c SUB IFAAS 0R <br />MKIAM PER CME W1113 8" DIRY ANLIL <br />S1mRFIRf SHHIEIf <br />IMM ES G Rt DRWORLIL SCREWS 7" OC <br />®WIMII�A3�"(OY� <br />AATTACHIEDW ALSWAATHII IGTO <br />1V2" Qa1PIP UB <br />((Yl) TCP FUAATE W/ ft (@ 41" <br />CC, 2 Pik <br />BDQUll®LE �IcS11P!1F.1fIDIP fPU AAIiE <br />11� INM IILE t <br />PILyNII=SHEAATHHIM <br />7�C EEBLi�IIEIIMIG (� E9A. VOOIE000IL <br />_, <br />-" PiMC kM PER MM iLIMIS S©HEEMILEE SEE IDE A11L CISE <br />SHHi�Ali1HIIN1� JlmfMflf <br />IFIGIRt IIdO E IROU <br />uw <br />lO ..2KSp..0 .',.cT LI]DS <br />iff, <br />® a <br />W/ ((4))1M 7 EMMCEILS M TW P ILAAATE <br />® 7//AB" CIENIE IMITllmM IRMI&H PE R ACSiIfID01(C. UE <br />APPLY S UAAyfERS W/1it0IrAQIL 7EHO04M 7/M" MM <br />2K BUK RATE W1((Yl) TU 0 S" CC. <br />METAL LATH. P81RST 2 RAVERS YS" T HIICIK EERICIEII. 3 W <br />3 x,- p Ly Qmm mmmmtm AI Ill®AC1N®IfU9QIWE3m VOOI// f I�Itl <br />I <br />ow LAVIERIV8111MICIC <br />w <br />w` <br />amm @ 6" ®CC EDGES AND 12" RUC:. FIM <br />m iMtm1ELAA1f 11mM1 PER <br />1/IY" Q:"9PRn. V001� �IHt 3Y�" R'iL'9P�OIAIDmIIY/lfytiPE �aC01-NOON 4� <br />Q3FR9HR(If (SINI RlLtID0llRt P'iLLAGIgI <br />(PRADIFifSiIiCMIN 1 TO E MUM VOIV& aM01V MI 6" ®CAC <br />MGW SSE OFT E P1UM1rP ISS PARAM1!AMiE9A 15 = <br />B R <br />Sim. FE OF IRL0O RE A W A & S1EPILE® PE MT RGAA1i10N A ffWAAVIOV/ <br />� <br />- <br />IRIDAIHII. elf MG SNiMPILIL PIIMIDE TRiE <br />lk <br />S6 W <br />SPACE IEMMACP K.EQUU9QILAMiEAPS'i. <br />11 <br />EMS <br />AOIL SEAAir <br />ait H3Llr <br />FFILMMO <br />PAFER FOR <br />I DISifUIERE <br />f>$AWEfR <br />112" HHGHI S MRERG iHH SIRE 0" ISM VOO 0 (PR 58" <br />GWP.. T IPE "' DC" IS GNRNRE 00I )W/ 138 <br />DRYOKLMILSORIDIRYMMSCIREX57"DC <br />CHILIR t a H3' (0)'c <br />1/�" Q;tfE1P VOIE® <br />IIMISTAEiLllAA1f11mMl PER <br />Q]EIMQHiEif �1tu P1Ll�mfR P•9LAGtiI —� <br />ROM: U F SHHEAA7HHftG M B0 fll>mC01 GIF <br />EEMMdD M ST liyA1P1CNL <br />v <br />c <br />CV <br />cM <br />6x6 W1.4xW1.4- <br />WWF OR FIBER <br />lx WD FURRING @ 24" O.C. <br />BASEBOARD <br />MIN. 2500 PSI CONC. SLAB <br />MIN. PSI MAY VARY PER <br />MUNICIPALITY <br />11=,,,_,,,_,,,III ... I e •. • <br />-" I —III —III —III <br />STM.SM"=(lamSAW) <br />�'k�'" Q�iMI)w. HQMtIDQ3iQmW11' <br />ESI.IK. VOOV0 5 RIM QIIMiIf.. IRWL® <br />SMIDVW ER101 tf <br />ARCHITECTURAL <br />FINISH <br />(1) #5 VERT. IN FILL CELLS (SEE <br />FOUNDATION PLAN & NOTES) <br />M <br />0 4"x4" INSPECTION PORT AT <br />w a. EACH FILL CELL TYPICAL <br />AT GARAGE CONTRACTOR <br />N TO CUT BLOCK OR POUR <br />CURB DUE TO SLOPE <br />NOTE: EXTEND DECO FINISH <br />/ 411to 6" BELOW GRADE <br />H GRADE 00 <br />STD, 90'HOOK <br />(3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) <br />W/3" MIN. CLEARANCE474 <br />TYP 2-STORY WALL SECTION ri <br />SCALE:3/4"=V-0" S6 <br />SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO <br />ST,. <br />2nd FL00 <br />BEAM/GIR <br />FEND SHEATHING TO <br />)F BEAM OR GIRDER <br />ATE W/ <br />O.C. <br />)OR TRUSS/JOIST <br />2ND FLOOR FRAME CONNECTION q <br />SEE J/S-6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. S'6 <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 WALL----- <br />`SIMPSON LTP4 w/ <br />(12) 8d x1 1/2" NAILS <br />@ 24" O.C. <br />1st FLOOR WALL— <br />SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" <br />NAILS TO STUD & (8) 1 Od x 1 1/2" TO BAND — <br />JOIST AT EA. STUD <br />2ND FLOOR FRAME CONNECTION <br />@ WOOD 1ST FLR. SCALE: N.T.S. <br />UPLIFT CAP = 928 PLF <br />SHEAR CAP = 355 PLF <br />SEE J/S6 FOR ADDITIONAL INFORMATION. <br />SPACER <br />BLOCKS <br />2"x BOT. PLATE W/ <br />(2) 1 Od @ 6" O.C. <br />NOTES: ' USE <br />LTP4 & EXTEND <br />SHEATHING TO <br />BOTTOM OF RIM <br />BOARD/BAND <br />JOIST FOR <br />SHEAR WALL <br />ONLY. <br />"T" 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 :� <br />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 />-Q SEE FRAMING WEEP SCREED <br />4 z PLAN INSTALLED PER MANUF. <br />2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8) 10dx1 1/2" <br />O/C FOR THE 1 ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS <br />END WALL W/ (2)10dx3" @ 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"=l'-O" S6 <br />SEE TYP. 2-STORY WALL SECTION <br />FOR ADDITIONAL INFORMATION. <br />2K S = # 116" D.C. <br />2'k( elf_ RATE V001Y/ - <br />FLOOR CONNECTION <br />U ASIDWY 1S T IFWfit. SEE J 56 <br />FM AOMiifIDR WL IkF0MMln0K. <br />TRU <br />M1CIII 11, b III <br />y'__ I li.l (s al I(I1(11'� <br />LL <br />WEEPSICIR939) 'a <br />IINS TAUJ M PER. I�IOCINUUIF c <br />�II7,0�'S�INI NiEIfA�umd/((i))11�;111Uf1" <br />IN Rum ®IL= <br />S CA41LE: 3/ '/ =T, O" <br />RIBBONS <br />La <br />DETAIL FLOOR TRUSS 0 <br />SCALE: 1 1 /2"=1'-O" 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.15 8'-6". (2) <br />ROWS OF 2x BLOCKING @ 3rd <br />5/8"DIA. x 10" "J" BOLT W/ 8" <br />PTS FOR WALL HGT. > 8'-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.C. <br />TYPICAL TENSION 2600#.) <br />2X P.T. PLATE <br />6 x 6 W1.4 x Wl A WWF OR FIBERMESH <br />I Tl I— I —I I� T-I (LLT <br />In r �L1L1L1�J1m (3) #5 CONT. ON 3" <br />8" V-8" T g" CHAIR W/ 3" MIN. <br />CLEARANCE <br />INTERIOR 2-STORY FRAME SECTION S <br />SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" <br />ADDITIONAL SLAB INFORMATION. <br />B <br />15/32" OSB <br />Arl <br />EXPOSUREi <br />SHEATHING <br />x <br />x <br />PROVIDE <br />BLOCKING AS <br />REQUIRED PER <br />D <br />c SECTION X-X IF <br />U:J' NOT FULL <br />HEIGHT SHEET <br />C <br />,n <br />z <br />G <br />FLOOR <br />SYST <br />M <br />(2)- 2x TOP PLATE <br />f BEYOND I <br />15132" OSB <br />EXPOSUREI <br />F <br />SHEATHING w <br />= <br />SOLID 2x <br />C <br />BLOCKING @ ALL j <br />C <br />SHEATHING <br />EDGES (SEE <br />O <br />OPENING <br />SECTION X-X <br />a U <br />C <br />x <br />w <br />x <br />E <br />H <br />2x STUDS w <br />BEYOND. y <br />SEE PLAN o <br />O <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 WALL ELEVATION DIAGRAM <br />3/8" "S" = NAIL 3/8" <br />SPACING <br />S 3/4" S 1/2" <br />1!2" <br />I- S 1/2" <br />SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING <br />AT ALL PANEL BLOCKING <br />LOCATIONS SHALL BE MIN 2x4 #2 <br />SPF TURNED VERTICAL w/ 7/16" <br />FLITCH PLATE TO w/ (2) 12d <br />TOENAILS EA. END. NAIL FLITCH <br />PLATE TO VERTICAL w/ (4) Bd NAILS <br />\ <br />`(2) 8d NAILS @ 3" O.C. <br />STAGGERED FOR SHEATHING <br />f! <br />VERTICAL BLOCKNG <br />SECTION X-X <br />Tom/ <br />sFF Np�� <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 EDGES. A MINIMUM jb" <br />SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END <br />a <br />JOINTS TO ALLOW FOR EXPANSION, FASTENERS SHALL NOT <br />PENETRATE SURFACE MORE THAN Ya". <br />a <br />u) <br />? <br />OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />© NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />_ <br />© NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. <br />a) <br />O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. <br />o <br />w/ 8d COMMON NAIL <br />J LU <br />w LL O crO <br />PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />J > Q O y) <br />Q 0 <br />w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. <br />(r�0cq <br />c~n n LL ¢ <br />W p <br />@ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL <br />LL <br />K <br />MEMBER IF GABLE END <br />LL <br />N <br />NOTE: <br />8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 112" <br />DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE <br />SURFACE MORE THAN 1/8". <br />rc WALL SHEATHING INSTALL. <br />S6 & NAILING SCHED. <br />REVISION 12-7-2020 <br />F \ <br />�FNr�R/OR <br />/1 <br />S4 <br />BOX HEADER <br />ONLY <br />SEE PLAN FOR REQUIRED -- <br />CONNECTIONS <br />LOAD BEARING/EXTERIOR FRAME <br />WALL HEADER DETAIL <br />2-ROWS 12d NAILS <br />STAGGERED @ 12" O/C EACH <br />FACE OR 3-ROWS 12d NAILS <br />STAGGERED @ 12" O/C FOR <br />2"xl0" OR GREATER HEADER <br />SEE FLOOR PLAN NOTES FOR <br />REQUIRED CONNECTION <br />(2) 2x HEADER SEE PLAN <br />-• INTERIOR HEADER: <br />(1) 2x SILL PLATE W/ (2) <br />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 />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 WlAxW1.4 <br />v WWF OR FIBERMESH <br />C a. d • a <br />�d <br />M III=III—III—I <br />III —II —II IId° a <br />d <br />;Fr <br />-III —III —III ` • <br />-1 I I � � I I I I I a. •. -�- <br />I I III-1 I I=l <br />(3) # 5 REBAR ON 3" CHAIR 4" l'-8" <br />W/3" MIN. CLEARANCE <br />ALTERNATE FOOTING <br />HEADER SUPPORT <br />NO. OF JACKS & STUDS <br />REC. 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 />l'-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" O/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 />00 <br />FINISH GRADE <br />°° <br />o z <br />@ WOOD 1ST FLR. 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