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WRIlTE1 DIMENSIONS ON rHlS DRAWING SHALL HAVE FREGEDENXE WER SXALED DIMBGIQH5. <br /> XON1TiAGTOR SHALL VERIFY ALL vIr-asloNs,cammw+s,Erc.PBIrAINING TO TE woPK <br /> BEFORE PROL9-bIN6.THE OWFR MUST 6E NOTRI®OF ANY VA-9— R A THE <br /> REBOL 10N5 BY <br /> CONDITIONS SHOWN ONEDIN6 TJRAWPE ANY 911TH VARIATION SHALL BE <br /> RFSOLVID BY TIE OWNER PRIOR TO E COST O6 WITH THE WORK,OR THE(,OMRA,XTOR SWJJ. <br /> AXGEPT Ia1L.L RE5PON5IBILITr FOR THE COST To rgcnFr SANE. 7978 IV ERE w <br /> SHEAR WALL SCHEDULE <br /> ���" <br /> I�20I0 E. A DE SL' <br /> L;'I,ANS TO DETERMIfE THE DIFFERENT DESIGNATORS FOR SHEAR HALL MATERIALS, STATE OF W.481iINF N <br /> N6 APY.HOR BOLTS.AND HOLDOVSVS.LOCATE HOEDOWNS AS CL.05E AS POSSIBLE TO THE END <br /> OF T.E�16NAT®WALL. <br /> ALL 40LDOVNS,ANCHOR BOLTS,WASHERS,<NAILS IN GONTALT WITH P.T.WHOOP TO BE <br /> DIPPED GALVANIZID. aar HFr:xRre vIL �NB`DE <br /> PI -ONE SIDE PLYWOOD ylAlyg <br /> P2 -TWO SIDES PLYW000 — <br /> PHAR1c TM• NAIL SPACNG TOP!Blr4.BHJG6. PLALLL I� N.l V 12! :I Y 6r srws <br /> PLYY✓D. mem REIM PLATS f8G7. ANCHOR BOLTS NAILING (.A.P) (-A-P) 1• <br /> PI-6' Od 6' 12' 6" 2x4 5/6'.4B' W 16d.10• 225 255 •1 1• IL rC� <br /> PI-4' ad 4• 12' 4" 24 5/S'•52' (2)16d.r 525 5•B •1 1. 6N Z w (n a <br /> PI-a-• Bd S' 12- S' 9.4 5/S'.24• (2)16d.5' 416 505 •1 IN j p,o. IL TrH; •^ <br /> PI-2"- 6d 2• 12- 2" 5x4 3/4'.24' (2)16d.5- 344 670 •I I• !HenT:tixs •FLATes� (�� I (��I <br /> P2-6"• 84 6' 12' 6" Bx4 Sm..24- 0)16d.5' 446 510 .I b^nlN��a/o E�w: y IQ�II; \/ e <br /> —12 -- 8tl 4' 12• 4" 5x4 5/4'.20- (9)Ibd.5" 650 'MO IILF f <br /> P2-5•- Bcl 5• 12' 9• 9x4 9/4". 16' (4)NN!.5• 636 1010 �c"wa+Econ <br /> P-2"- D[I Z' 12" 2` 3x4 3/4•.I2' 1(4)16d.4" 1066 1170 �y.x4 VERTICALS _ IL <br /> IT"Ao.x-r'uTM <br /> -NOTE,HALLS WITH LW IT SHEAR OF S THAN <br /> .OR 6REATB2 SHALL HAVE TAME HET-1BER5(STUDS a PLATS xa.HORIZ.® eAiH PLi.?e � H"I .g <br /> VOi)SLN6 PANELS NOT 1 55 SECTION <br /> DX MEMBERS(PER ISO 2015 TABLE 25063E OR 12 <br /> DOUBLE 2x(PER IBC 2015-SEXTON EWAL PST 5TL U.5X FRAMING WILL J NOTED ON RAN C w m x I5"Ae. 11.1 <br /> MIDSILL DO NOT NEED TO BX MATERIAL JJST STUDS AND PLATES ON ADJOINING PANEL f5D5E5 M <br /> PHDIE,HEM-FIR VALUES HAVE BEEN ADJ/3TED AGXORIN6 TO IBC TABLE 29063 PODPnot.a.(5) d <br /> SPEGIFIG 6RAArY ADJUSTI491T FACTOR-[KOS%nr 56 FOR HEM-FIR-.45 PER A WA,(1403-R)l•A5 1 <br /> I. USE POVB2-DRIVEN STEEL STUDS AND NAILS BY HILTY OR RAP5ET YH6rE APPLICABLE coNc..Twf r:w. ro x v/ <br /> 2.R'fWOOD MAY M INSTALL®EWER HORIZONTALLY OR V TIDALLY. W <br /> 9.SOLID BLOCK WITH JOIST UNDER INMMM SHEAR HALLS. 6 <br /> 5HEAR WALL NOTE5 <br /> TA6'OS9 OR RYHOOD SHEATHING-USE Bd COMMON OR 6ALVANI r NAILS.BLOCK ALL PANEL <br /> EOSE5.LONG DIMENSIONS OP RYWOOD MAY BE INSTALLED VEZ16ALLY.NAIL.12"OL.TO ALL <br /> INTERMEDIATE STUD".WHERE 3"NAIL SPACING 15 SPEGINED AT PANEL E06E5,USE I-I)V ed HI&H 5TEM WALL (S7+iD14) <br /> SHORT NAILS OR BX 5T 5 WITH 10d COMMON NAILS.FOR Y NAIL SPACIN6,USE 3X STUDS O LATERAL R R E5TA I NT PANEL <br /> AND STAS6 PANELS.WHERE PLYWOOD IS 2 SIDES OF WALL,JOINTS TO FALL ON <br /> UD SEPARATE 5T5 ON EACH SIDE. SEE GENERAL NOTES NO SCALP <br /> FLOOR PLYWOOD-USE Bd XOMMON NAILS.10'OL.AT IMB2NEDIATE-.NPPORTS,6"OL. <br /> AT ALL PANEL E-ES AND 4"OL.AT ALL SHEAR WALLS,UNLE55 OTPERWIISE SHOYN ON PLAN5. <br /> FLOOR JOISTS-JOIST PARRALLEL TO FLOOR OPENINGS Alm EXTERIOR HALLS SHALL BE <br /> 61W55 BLOCKED AT 4B"OL.0 EDGES W(4)IOd NAIL$FOR THE FIRST BAY. <br /> 5'x 5"x I/W 5WA;M�AT ALL ANCHOR BOLTS. <br /> STAPLE SCHEDULE <br /> 1A6°055 OR Pf.YW00D SPEA.THINS <br /> ALLOWABLE SHEAR VA V <br /> 66 16 9.9.STAPLES-W Hn 9TA5 Ily 16 gags STAPLES-HF-2 ST VS SHEAR WALL <br /> PER PLAN- O <br /> 6"oc.-12T W REFER TO SHEAR O — <br /> 4` NO-/k. 4'oc.-166-/k. SCHEDULE FOR <br /> 3'oc.-510 x/k. 9°oc.-254!/k. PLATE NAILING! 2X STVDS ZX STVD/SFEAR WALL, <br /> Y oc.-345-/PL 2• m5-/ft. EDGE NAILING •16"OL. <br /> FIELD SPALIN6,12'OL.NAILS!STAPLES. PLYWD. FLOORODNAIL PER PLANTS,SEE <br /> SUB-FLOOR PLR.SYS. SHEAR WALL SCHEDULE. <br /> PER PiAN PER PLAN FLOOR JO15T <br /> HOLDOWNS-INSTALL SIMPSON HOLDOVW5 OR EWP/ALENT AT THE END OF SHEAR 1•HALL5 PER PLAN BOTTOM PLATE NAILING <br /> WHEN SHOWN ON DRAWINGS.TO ATTACH USE 2X OR 5X HF-2 CONSTRLGTION 6RADG5 AS PER SCHEDULE TO 2X ■{HLi■ <br /> RIM JOIST <br /> SHEAR WALL BOUNDARY ELBHBHTS,HOEDOWNS ARE ONLY REC411Rm WHf3EE SImWAI ON BANS. JOIST TOE NAIL <br /> PLAT`TO TOP NAILING PER SHEAR <br /> PLATE —0— <br /> WALL SCHEDULE <br /> DOUBLE SOLID 2X BLOCK <br /> 4X FOUND.BEAM BLOCKING AT <br /> PER PLAN BEARING Ibd TOENAIL <br /> TO TOP PLATES <br /> 2X STUDASHEAR WALL: O <br /> 51-TEAR YVALL WITH NAIL PER PLANS,SEE <br /> ENHARIN6 BEAM BELOW -..-..R WALL SGHEpuLE. <br /> SHEAR WALL TO FLOOR DETAILS OFFSET INTERIOR 0 <br /> ., SHEAR WALL 0 <br /> G NOT TO SCALE L <br /> NO 9GAL.E <br /> dGTtO: 04-IS-21 <br /> IOd.4"o.C.-ROOF I—.4"o.C.-ROOF p®rmlt: <br /> SHEATHING TO TOP SHEATHING TO TOP CHORD TRUSS. r®vlBlons: <br /> CHORD TRU55. <br /> TRUSS OVER <br /> PLYWOOD ROOF 5—TO HAVE PLYWIOOp ROOF <br /> SHEATHING BLOCKING AT SHEATHING <br /> F'SK PLAN <br /> TRU55E5 <br /> PER PLAN PER PLAN <br /> 2X NAILER- <br /> NAIL TO BOTTOM <br /> GPiORD W/Ibd <br /> A CONTINUE <br /> LIPS SHEAR WALL drawn by: AM <br /> 8/4"PLYWOOD OG4" O ROOF GM®GIGBd by:MRA <br /> Si--FEE=T <br /> 2 ROWS 16d Ibd 0 4"O.c. <br /> NAILS.b"o.o. PLYWOOv TO <br /> PLYWOOD TO NAILER <br /> TOP PLATE <br /> SHEAR WALL SHEAR WALL <br /> PER PER OP _ _ .. ... <br /> SCHEDULE SCHEDULE 1 <br /> ®Si4EAR WALL PARALLEL TO TRUSS L -' <br /> NO SCALE <br />