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FRAMIN6CONDITION5VARY, SHEAR WALL 5CHEDULE NOTES <br />#4 REBAR WITHIN FOR INFORMATION NOT <br />TOP 6• of WALL NOTED SEE PLAN It1. SMEAR WALLS NOTED IN SCHEDULE ARE WALLS WITH ADDITIONAL EDGE NAILING, <br />APPROPRIATE DETAILS ABUTTING HORIZONTAL AND VERTICAL EDGE FRAMING, AND ANCHOR BOLT SPACING. <br />HORIZONTALS SHEATHINS 4ND SHEART PER PLAN FIELD NAIL SIZE SHALL MATCH THE EDGE FRAMING SPECIFIED AND BE SPACED AT 12' <br />H ` •... WALL EDGE NAILI PER O.C. SHEAR NAILING APPLIES TO ALL VERTICAL AND HORIZONTAL ABUTTING SHTG- <br />VERTICALS (WHERE ) P05TSOLID TO MATCH POST SIZE, EDGES, DOUBLE TOP PLATES, AND SOLE PLATES. <br />Sw� <br />INSTALL WOOD 6RAIN <br />L'.. vERnCALLY 2. ALL EXTERIOR WALLS NOT SPECIFIED IN SHEAR WALL SCHEDULE, SHALL BE DESIGNATED <br />n.:.. <br />' (2) Iod-F TOENAILS TOP AS MINIMUM SHEAR PANELS WITH EDGE NAIL 51ZE MATCHING SPECIFIED NAILS IN <br />#4 CONIT. ANO EOM SCHEDULE AND SPACED AT 6' O-C. FIELD NAIL SPACING SHALL BE 12' O-C- <br />HORQONTALS IN FTG. <br />I 3. SHEATHING SHALL BE 1/16' 055 UNLESS SPECIFIED 15/32' STRUCTURAL I IN SCHEDULE:. <br />I <br />HEIGHT'H' IN VERTICAL HORIZONTAL I <br />FEET REINFORCING REINFORCING ' 4. EXTERIOR SHEAR WALL FRAMING SHALL BE 2X6 HEM FIR 42 LNLE55 NOTED 'DF" (DOUG <br />•NONE IF <br />------- - --- FIR) IN SCHEDULE. FRAMING SHALL BE SPACED AT 16" O.C. <br />MONOLITHIC QTY. (1)#4 <br />0'- 2' WITHIN W L FLOOR RAMIND A5 F BEAR, 5. INTERIOR SHEAR WALL FRAMING SHALL BE 2X4 (OR 2X6 PER SCHEDULE) HEM FIR 02 <br />• #4 @ 4' O.C. & RIM J0157 OR BLOCK REMAINDER OF BEARING <br />18" ABOVE FTG TOP OF WALL BLK6 A5 OCCURS SOLID AS INDICATED. SPACED AT 16' O.C. <br />T - a' #4 @ za" D.C. #a @ za• O.C. POST PER PLAN <br />6. EDGE FRAMING OR END OF SHEAR WALLS SHALL BE FRAMED WITH: (2) MIMMUM 2X6 (2X6 <br />(1) 4' - 6' #4 @ 1r' O.c. #a 12" O.C. WALLS), (2) 2X4 (2X4 WALLS), OR SOLID SAUN POSTS AS NOTED IN THE SCHEDULE- <br />® FOOTING FOR 4' - 6' FOUNDATION TO BE 24- TYPICAL P05T AT FLOOR <br />WIDE X 8" THICK AND STEM WALL TO BE 8' WIDE. 1. BLOCK ALL UNSUPPORTED HORIZONTAL SHEATHING EDGES WITH 2X6 OR 3X6 AS NOTED <br />FOUNDATION REINFORCING �g IN SCHEDULE. ALL VERTICAL ABUTTING SHEATHING EDGES SHALL BE 2X6 FOR EXTERIOR <br />2X6 STUD WALL WALLS OR 2X4 FOR INTERIOR WALLS OR AS NOTED IN SCHEDULE. <br />SCALE: 3/4' = 1'- 0' <br />RIM JOIST FLOOR JOIST PER PLAN 18' S. SOLE PLATE SHALL BE 2X6 FOR EXTERIOR WALLS. 50LE PLATE SHALL BE 2X4 OR 2X6 <br />%CLEAR JOIST TO EARTH 12' FOR INTERIOR WALLS. SOLE PLATE NAILING SHALL BE I(od SPACED 12' O.0 (MAX. OR <br />/ CLEAR BEAM TO EARTH LESS AS SPECIFIED IN SCHEDULE) <br />13/4' <br />MIN. <br />ANCHOR BOLTS <br />1. 05/8"X10' LONG <br />2. MIN. 2 PER SILL. <br />3. WITHIN 12" FROM SILL END. <br />REQUIRED AT <br />ALL LOCATIONS <br />#4 CONT. AT TOP <br />OF STEM WALL <br />4" DIA. TIGHT LINE- <br />4* DUL PERF DRAIN <br />PIPE SET IN GRAVEL <br />ANCHOR BOLTS TO SILL PLATE <br />FLOOR JOIST PER PLAN /-BLOCKING REQ'D <br />4X10 DF BEAM�� <br />2X4 POST TO B #4 REBAR OR OTHER <br />W/ 16D @ 4' O.C. POSITIVE CONNECTION <br />4X4 PT POST4X (3) #4 REBAR m <br />@ BEAM SPLICE EA H WAY <br />6 MIL VISQUEE <br />F4 <br />Ci PPOST AND M BEA <br />SCALE: 3/4' = 1'- 0" <br />�OR <br />FLOOR JOIST PER PLAN-\ /-BLOCKING REQ'D <br />BC6 POST <br />6' <br />IN. <br />2X6 P.T. MUD SILL <br />DIA. X 10 ANCHOR BOLTS @ 41r n am <br />O.C. T MIN. EMBEDMENT INTO <br />'�\�/� <br />/�`�� <br />CONC. <br />VERTICAL BARS SEE REBAR TABLE <br />HORIZONTAL BARS SEE REBAR TABLE <br />SCALE: 314" = 1' - 0" <br />PT BEAM <br />8X8 PT POSTS o- POST BASE <br />,o <br />/ (2) #4 BARS <br />EACH WAY <br />\` ` <br />SCALE: 3/4' = T - 0' <br />#4 CONT. REBAR <br />m <br />•�slMPsoN cssQ66-sos2 <br />v <br />PLYWOOD PER PLAN r/ <br />10d 0 6- a/c AT EIM <br />Mac. <br />RMUR® <br />ZKOLOMM <br />WFAWemTOJ `.MLVAF� LsN/iNQER <br />:WWMFA vs <br />SAc .(BLOCK Z"Pi LED(fR M91M (D) <br />DFORSMIDJOMM no•sofw•XVUNIS N <br />soNDrrnKwssuti 80RFM6(DRE AUN j®+eo.c. <br />x�■DD.QTY.r1Dm <br />kTEACH ENDOF D[�K FOR -, <br />(F�QECK LEDGER DETAIL <br />SOME-- 1473 <br />FRAMING PER PLAN <br />SWIM A35 0 16' a/c ) <br />`I <br />2x6 PRESS. TRTD. SILL PLATE <br />■/ 5/8'rax10' A.B. 0 18' o% 2x Ill 0 16'0c FOR II <br />(3) JST SPA w 10d 0 <br />j % <br />4'O/c TO PLYWOOD <br />m Y TOP CONNECTION ® PARALLEL JOISTS <br />NOTES: <br />ALL LOAD BEARING HEADERS TO BE 4X10 DF <br />OR 6X8 #2 UNLESS NOTED OTHERWISE. <br />- ADDITIONAL JOIST REQUIRED UNDER ALL INTERIOR WALLS <br />02 <br />JJ <br />1z'-3 112•— 4x,DD-F.vt— <br />DECK <br />5' V PT 2X6 D.F #2 <br />HDUB OR I <br />--SMD14 SW4 �0DH—��4—— — - <br />DUB OR � <br />STHD14 <br />:U <br />SWIF-------------\—----------------- W4 <br />y <br />CU <br />I SHEAR WALL SCHEDULE: I <br />�i �I <br />I <br />.> CI <br />""•,"••"•"' II II \-sw mlmrLiFoaEnw a <br />"awoswxra*A%W' eIun <br />¢I6 <br />aa■sr�KONWAUE !n <br />FF ECK LEDGER DETAIL ,D <br />my c. Pttg 1 <br />(`) <br />B <br />DANPPROOF OUTSIDE <br />1V w <br />SURFACE W/ ASPHALT <br />2T MAX <br />EMULSION ON EWIV. <br />MR <br />II <br />r CONC. WALL <br />r (2)-,4 TOP <br />4V <br />�� <br />0 10D' 0% <br />l <br />111 0 10' a/c <br />II <br />Il <br />11 <br />#W4" 0 12'0/c <br />IL <br />II <br />IL <br />CONC. FTG <br />II I <br />•/ (3)-# CONT. <br />LI <br />4'f FTG DRAIN IN <br />l <br />GRAVEL POCKET <br />U. PER 1, g <br />RAKED FW <br />NG <br />2 0'SOIL <br />Min 4000 psi concrete, <br />Basement Foundation <br />designed with 2500 psi so <br />special inspection not <br />required. 4000 psi <br />requirement is standard for <br />durability, not code <br />strength requirement. <br />W <br />CD <br />S W 4 SV4- J' DSH W ply on one side <br />of wall, bl ed, <br />Ud nalis e 3' O.C. along edges, 12' <br />QC. fief nailing, <br />hold downs are required. <br />I <br />$w4 <br />I <br />I <br />Sw4, <br />—_---_ _ <br />—_--_— -- <br />—_----— — — — — — — — <br />Of— <br />— — — — <br />I `D <br />'a <br />I <br />I <br />I o <br />- <br />zE, <br />9 }' TJI 210 JOISTS <br />or 2a or 2X10 D.F <br />#2 @ 16' O.C.s2-- <br />402/ <br />---- <br />------9---- <br />P� <br />4x4 PT POST <br />CONTINUOUS FROM <br />PT <br />FOOTING TO ROOF B AIM <br />I <br />.. I <br />r-- <br />------ ---- <br />4xl0 (�tio <br />i- <br />---- <br />os.�. <br />L <br />J <br />SW <br />I <br />HDus OR <br />I <br />E I <br />- 14 <br />30')Ci0" CONC. <br />I <br />FOOTING W/ (4) #4 <br />B <br />I <br />8'-5 1�2N <br />BARS EACH WAY. <br />sz <br />W 4 <br />I------ <br />-- J <br />.79-4----,, <br />— -- <br />1:— <br />SW4 <br />HDU8 OR <br />STHD14 <br />1 13'-9 112 <br />35' <br />FOUNDATION AND MAIN FLOOR FRAMING PLAN <br />SCALE: 1/4" = 1'- 0" <br />OPTIONAL <br />DECORATIVE BEVEL <br />2' SONO-TUBE <br />SQUARE ORROUND TYPICAL RESTRAINED FND WALL <br />10d FACE NAIL5 N/ THE QIHOLnoOw"OvrIDNB: <br />V SAME SPACIN6 AS THE R1BA"�ro��" <br />4X10 OF BEAM <br />" OR$R1DI4RJ HOLD DOWN Ar IW .101Sr <br />° WHERE APPLICABLE SCALE: N.LS PANEL ED6E NAILING LocAnoNs. <br />PER THE %EAR WALL <br />2X4 POST TO BEAM #4 REBAR OR OTHER z 3 f (4) #4 VERTICAL 5GHEDULE (5EE NOTE I <br />W/ 16D @ 4" O.C. POSITIVE CONNECTION <br />4X8 PT POST @ B ao m W HOOKS IT 6 ACCEPTABLE DOWN SE OPTIONS: <br />HIM SfEATFNN6 AND SW -AR <br />AT NON SF�AR WALLS) <br />O.C. MAX (2) #4 CONT. REBAR z • OR STHD14 HOLD DOWN AT CONCRETE WALL ED6E NAILIN6 PER rMN WOOD <br />(D SLAB LOCATIONS_ 3' MIN WOOD 5W-AR WALL SGf�E THICKNESS <br />THICKNESS (WHERE OC(Aft) ---FASTEN To POST WITH <br />6 MIL VISQUEE m wnD im Boeera <br />• • o S FASTEN TO POST WITH ASTEN TO POST WITH STRAP TO BE ON z' L■rw000noaa�e ® ,(4'X2-112' $D$ SCREWS (22)16d SINKERS OUTSIDE OF SHEATHING <br />/ \/T/� <br />• 3"MIN WOOD THICKNESS STRAP TO BE INSTALLED ON fNOT SNowN fcx.ANrtYI.� � ��.. OUTSIDE OF $HEATI4ING MillMilleorroN PLAT=(NOT SHOWN FOR CLARITY) <br />/\ 16C0N(4) #4 REBAR P.T. SILL PLATE 3A' C) a" OSs �v roOrowwIXar� <br />PER PLAN EACH WAY n 2X6 P.T. SILL RIM JOIST PER PLAN <br />C GRADE BEAM W/ SI D PER SSTB OR . • = <br />D SONO-T ROD PER DETAIL = A A.7.BLL • �� <br />-TUBE DETAIL �'$� a FOUNDATION ■m��7A<v.� <br />y II 11 / REINFORCING •a� TION y. <br />POST AND BEAM �` PER PLAN "I �"` �°� <br />SCALE: 3W = 1' - 0" ? > ¢ PER PLAN reeFux <br />.. A <br />IV t1DU8 HOLD DOWN DETAIL NTHD14 HOLD DOWN DETAIL M STHD14RJ HOLD DOWN DETAIL <br />SCALR HTS M H_DU2 HOLD DOWN DETAIL <br />scA1E: N.Ts• CONCRETE SLAB scALE: N.rs. 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