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WRITIBN DIMENSIONS ON THIS DRNYIN6 BHAL.NAVE FREGEOENOE OVER SCALED O1MEN51OG. <br /> C.OfI'TiNAGTOR SHALL VEfUFY ALL OIMENZIONS,OONOITIOIs,ETC.FHZTAININ6 TO THE- <br /> BffORE FROC✓�IN6.THE ONNH2 MUST BE NOT, OF ANY VARIATIONS FROM THE <br /> OIMENN-AND/OR CONDITIONS SHOWN ON TITHE-I-.ANY SUCH VARIATION SHALL 6E <br /> RESOLVED 0Y TIE OWER PRIOR TO PROC®IN6 WITH THE WORK,OR THE CONTRACTOR SHALL ?M-nEIA <br /> ACCEPT FULL REiPoWNLITY FOR THE COST To(RECTIFY SAME. I$PEI9ESHEAR HALL SCHEDULE <br /> PER IBC 2016 22j" <br /> NAA LINE A AYR BOLTSEE PLANS TO , HOOLDO�r LOCATELOITHOOLLDOMS CLOSE FOR SHEAR AS POSSIBLE To THE END P'V'N VMTEOF WASFIINWON <br /> O'THE DFSISNATED WALL. <br /> ALL HHOLDOVNa,ANCHOR BOLTS,WASTERS, NAILS IN CONTACT WITH P.T.WOOD TO oP FLATe <br /> HOT DIPPED 6ALVANIZHJ. <br /> PI • ONE SLOE PLYWOOD <br /> suL aesl oc:e.lt <br /> P2 TWO SIDES PLYWOOD <br /> MAW VI6• NAIL SPACING TOP!BTM.ELKS. SILL SAM PLATE PLATE V-2 om <br /> VN.LL' I L ex aTvoe r <br /> 0.YW. wow FEUD PLATES FSKiV. ANCHOR BOLTS NAEING MtLF) Mdn IK p <br /> PM6• btl 6• 12' 6' 2x4 W6'•46' W 1"a 10" =5 259 :I I: LL ab <br /> PI-4- bd 4' 12• 4• 2x4 5R•a 52' 0 Iw•T' 323 595 :I I: rLv�J, N <br /> PI-0S.' bd 5' 12' S' SH SM'N1 24• W I6d 0 5' 40 506 :I II erV s?ov�. LL <br /> PI-2'• bd 2' 12' 2' 5.4 5/4•a 24' (2)ISO•5' 544 670 :I I: i�EA�,Txsaea •�TBB� <br /> H <br /> P2E'• 8d b' 12' 6' SSM S/8`s 24' (2)16tl•5• 446 SIO .� A <br /> MAY• 8d 4' 12' 4' Sx4 9/4••20" 83)16d•5' bS0 Tq0 M^ / 1 g. I <br /> P2d'• BO 3' 12' S• 5.4 9/4"•Ib' (4)16d a S' B56 1010 oR IC \/ e <br /> P2-2'• Btl 2' 12' 2• 3x4 S/4'a I2" (4)Ibd•4' IODb IITO <br /> CS)e4 VERTICALS coNNecTORa a /1 <br /> •NOTE WALL5 WITH UNIT SHEAR OF 051".OR 6REAT3R SHALL HAVE FRAMING MEMBERS(5TIA5 R PLATS a4 HORIZ.. iUwILxE�P�IINa <br /> ABVITIN6 PANELS NOT LESS THAN 5X MEMBERS(PER IBC 2015 TABLE 25065)OR ro Te v J <br /> DOUBLE 2x(PER IBC 2015-SECTION 25063 fobrwte V.5X FRAMING WILL BE NOTED ON RAN. <br /> MJDSILL DO NOT NEW TO BE 5X MATERIAL JUST STUDS AND PLATYS ON ADJOINING PANEL EP&M <br /> NOTE.1E4-FIR VALUES HAVE BEEN ADJUSTED AGCORINS TO IBC TABLE 25062 Footn WE) <br /> SPECIFIC GRAVITY AD.IUSTMENT FACTOR•[1405-96)1 5G FOR HEM-FIR•.45 PER AFIPA,[I{OSAS)]•.qa g <br /> I. USE POYER-DRIVEN STEEL STUDS AND NAILS BY HILTY OR RAM5ET ViERE APPLICABLE. .eTeM,µ�yL MTi <br /> 2.PL7?lO0D MAY BE INSTALLED ENTER HORIZONTALLY OR VERTICALLY. I•'[r^� <br /> 5.SOLID BLOCK WITH JOIST UNDER INTERIOR SHEAR M.L.S. <br /> SHEAR WALL NOTES I—TINe m <br /> 1116°OSB OR PLYWOOD SHEATHING-USE Bd COMMON OR GALVANIZED NAILS.BLOCK ALL PANELWOES g <br /> INTERMEDIATE <br /> NS sT vs lwlER�Es NnLL AGiP MAY <br /> K15 lFm AT PA LEE VERTICALLY.MAIL.?�ui TO ALL <br /> HIGH STEM MALL (STHDI4) <br /> SHORT NAILS OR 3X STUDS WITH IOd COMMON NAILS.FOR 2•NAIL SPACING,USE 3X STUDS <br /> AND STAGGER PANELS.WHERE MYNOOD IS 2 SIDES OF WALL,JOINTS TO FALL ON O LATERAL RESTRAINT PANEL <br /> SEPARATE STUDS ON EACH SIDE SEE GENERAL NOTES NO SCALE <br /> FLOOR PLYWOOD-USE bd COMMON HAILS a 10°O.G.AT 1NTETAEDIATE SUPPORTS,6'O.G. <br /> AT ALL PANEL ED6C AND 4'OC.AT ALL SHEAR WALL5,UNLESS OTHERWISE SHOWN ON BANS. <br /> FLOOR JOISTS-JOIST PARRALLEL TO FLOOR OFEWN&S AND EXTERIOR WALLS SHALL BE <br /> CR059 BLOOKED AT 4B'OC.a EDGES W/(4)IOd NAILS FOR THE FIRST BAY. <br /> S'X S'X 1/4'SOUARE K---HMS AT ALL ANCHOR BOLTS. <br /> STAPLE SCHEDULE <br /> Tn6.OSB OR PLYWOOD SFEP.THIN6 <br /> ALLOWABLE SHEAR VAL <br /> SS 16 gaga STAPLES-OF ND STUDS Iy 16 gage STAPLES-HP a2 STUDS SHEAR WALL O <br /> 6'O4.-I$a/f 6'os.-IT aqL TYPE PER PLAN- <br /> REFEiR TO SHEAR <br /> 4°OL.-290 a/PL 4'ot.-180 a/R SCHEDULE FOR — <br /> 5•oL.-310 a/Pt. 9'04.-254 N PL PLATE NAILING< 2X 5-- <br /> 2'oc.-945 a/4L 2•ot.-529 a/ft. EDGE NAILING •W.O.G. 2X STUD/SHEAR WALL; <br /> FIELD SPAGIN6�12"PC.NAILS I STAPLES. PLYWD. PLYWOOD SU®- NAIL PER PLANS;SEE <br /> SUB-FLOOR FUR.9Y5. FLOOR SHEAR WALL SGHNEDULE. <br /> HOLDONNS-INSTALL SIMPSON F1O.DOWiS OR ECRINALENT AT THE END OF SHEAR WALLS PER PLAN PER PLAN FLOOR JOIST BOTTOM PLATE NAILING a� <br /> NEN KALL GTI NARY El TO ATTACH USE NS OR 3X-T a2 GUIRED AHTION 6RADE5 AS PER SCHEDULE TO 2X ,iii■ <br /> SHEAR WALL BOUNDARY ELEPIENTS,f1O..DOWNS ARE OU.Y RECUIRED HERE SHOWN ON PLANS. (a)IOd TOE NAI RIM JOIST <br /> JOIST TO TOP NAILING PER SHEAR <br /> PLATE n <br /> WALL SGH@DULE a <br /> DOUBLE a AT 2X fSLOGK Y <br /> 4X FOUNp.BEAM BLOCKING AT <br /> PER PLAN BEARING 16d TOENAIL•6"- .n <br /> TO TOP PLATES <br /> ILI <br /> W "Vl <br /> SHEAR ALL WITH 2X 5TVD/SHEAR WALL; VO <br /> NA PER PLANS;SEE <br /> BEARING BEAM BELOW SHE IL AR WALL SGHEpULE. .n <br /> SHEAR WALL TO FLOOR DETAILS OFFSET INTERIOR V/ <br /> � O S}iEAR WALL <br /> NOT TO SCALE NO SCALC L <br /> a. <br /> date: 0 <br /> 4-I5-21 <br /> -ROOF pefrmit: <br /> SHEATHING TO TOP SHEATHING TO TOP <br /> CHORD TRUSS. CHORD TRUSS. rovIslons: <br /> TRUFiS OVER <br /> PLYWOOD ROOF S.W.TO HAVE PLYWOOD ROOF <br /> SHFATHINb BLOCKING AT 5HPI.THIN6 <br /> TRUSSES TRUSSES <br /> PER PLAN PER PLAN <br /> 2X NAILER- <br /> NAUL TO BOTTOM <br /> CHORD W/16d <br /> p.o:L2- <br /> CONTIb .y AM <br /> To ROOF ch®ck6d by.MRA <br /> SHEET <br /> 2 ROWS Ibd I6d•4"o.c. <br /> NAILS a 6" PLYWOOD TO <br /> PLYWOOD TOO NAILER <br /> TOP PLATE <br /> SHEAR WALL SHEAR WALL <br /> PE <br /> SCHEDULE Le O <br /> HEDULE <br /> ®SHEAR!MALL PARALLEL TO TRUSS <br /> NO SCALE <br /> i EEVVVJED FOR PERMIT <br />