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DIAPHRAGM AND SHEARWALL 5GHEDULE <br />I ICM_=I= CDAMUJr <br />?YPE <br />SHEATHING <br />5TUD <br />EDGE <br />FIELD <br />PLATE <br />BLOCK. <br />3x STUDS AT <br />A35/LPT4 <br />CAPACITY <br />(4) <br />5 ACI <br />NAILNG <br />NAILING <br />NAILIW5 <br />EDG55 <br />PANEL EDGES <br />SPACING <br />F <br />e <br />0 ®I ' <br />N/A <br />N/A <br />T/I6' APA <br />Hid � 6' <br />5d o 12' <br />N/A <br />N/.A <br />14 / 2ND5 <br />WA I <br />'I/'6' A <br />I&' <br />Bd • 6' <br />8d a IV <br />bd 6' <br />Y 5 <br />48' oc.. <br />2 0 f5�15M G <br />WAIL IB <br />TA6' APA <br />I6. OC <br />od • 6' <br />5d . 12' <br />16d • 51 <br />YES <br />NO( <br />32' D.L. <br />Ib' oc. <br />320 (WIND) <br />4T (WIND) <br />A <br />1A6• APA <br />16' oC <br />Bd 4' <br />Bd c 12' <br />IAA . 35' <br />Y 5 <br />NOTE5 <br />I NAILS SHALL BE LOMMOrN OR HOT DIPPED GALVANIZED BOX STAGGER NAILING AT PLYWCOO JOINTS AND SILL PLATES. <br />2. ANCHOR BOLTS SHALL BE 1!2- DIAMETER AT SPAONGS MARLED ON FOUNDATION PLAN MARKED AS TH15: O <br />3. PLACE ANCHOR BOLTS WITHIN 12' OF END BUT NOT LESS THAN T BOLT DIAMETERS. USE 31F31.72S- GALVANIZED PLATE WASHER <br />4. 3/8- OR 15132E APA RATED SHEATIAM MAY BE SUBSTITUTED FOR TA6• SNEATHNG FOR WALLS ONLY. <br />5, HOLDOUNS REOJIRE DOUBLE STUD UOR <br />6. ALL FRAMING MEMBERS RECEIVEING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE BE LESS THAN A 3x MEMBER OR <br />DBIL 2. • SINGLE 3 AIPLATE IWERE NOTED ONOMATCH EDGE FOWDATION BALL PLYUDOD JOINTDANATION SILL PLATES SHALL NOT ME LESS THAN A <br />D SILL PLATE SHALL STAGGERED. <br />NG <br />LING <br />T PANEL T ARE DBL 2xSTLOSS NAILED TOGEETBE SUBSTITED FOR 1�- THHEERLW11Od TO MATCS PROVIDED H <br />EDGE MAIL SPACING. A40ING MEMBERS 1 HAILS ITNROUGGHH THE T IOC <br />PARE OF THE SWEATING. <br />81MP50N H-1 <br />. 24• Rc <br />A35 PER LOWER LEVEL <br />BHEARLIdLL TAI <br />SHEATHING NOT <br />LAPPED ON RP <br />OR COMMON PL <br />ROCF 614EATHVG <br />Sd . 6' OC UON. <br />NffiHING <br />EWE NAILING PER <br />SHEARWALL SCHEDULE <br />SHEARWALL PER RAN <br />Ibd PLATE NAILING PER <br />UPPER LEVEL SHEARWALL <br />TABLE F SHEATHING NOT <br />LAPPED ON RIM JOIST OR <br />CO?MON PLATE <br />RIM JOIST OR BLK'G <br />Bo TN . 6- PC <br />SHEARWALL PER PLAN <br />ANCHOR BOLTS <br />PER PLAN <br />SHEAR TRANSFER DETAIL <br />ROOF SHEA <br />Sd . 6- oC <br />GABLE — <br />END TRUSS <br />A35 . 32' cc <br />YIN . 12- Pc <br />SCI-EDUCE <br />SHEARWALL <br />PER PLAN <br />STRUCTURAL NOTES <br />nP51GN CRITERIA <br />2005 SIC <br />• WIND 85 MPH, EXPOSURE B <br />• SEISMIC DE56N CATEGORY D. SITE CLASS D <br />• FLOOR LIVE LOAD • 40 PSF <br />ROOF SNOW LOAD • 25 P6- <br />SEINFRAL <br />I. CONTRACTOR S::A I BE R SFON51BLE FOR ALL TEMPORARY BRACING PRIOR TO <br />COMPLETION OF ALL STRUCTURAL ELEMENTS. <br />2. THE CO/TRACTOR SHALL VERIFY ALL FIELD CONDITIONS, ELEVATIONS AND <br />DIM.EHSONS BEFORE CCMYENCPY+ wCW, THE ENGINEER SHALL BE NOTFIED <br />CTEDIATELY WON DISCOVERY OF ANY DM REPENCIES. <br />CONCRETE <br />L Mc • 2500 P51 AT 28-DAYS, 5 5ACK5 OF CEMENT PER YARD MINIMUM. S' MAXIMUM <br />SLUMP. <br />IlNFORd STEEL ASTM A-65, GRADE 40 UNLESS OTHERWISE NOTED. DETAIL. <br />FABRCATr: AND RACE N ACCORDANCE WITH THE LATEST EDITION OF ACI. TM414L <br />CF STANDARD PRACTICE'. <br />3. LCNCREtE COVER ON REIFORDNG STEEL. (CLEAR DrIEN5ICNSh <br />FORMED SURFACES EXPOSED TO EARTH OR LEATHER • 2- <br />CAST AGANST SOIL • 3' <br />4. LAP ALL FIELD SPLICES 32 BAR DIAMETERS. K' MNP'U'I, LILE55 OTHERWISE NOTED, <br />PR20✓DE CORNER BARS AT ALL CORNERS OR WALL NTERSECTIPLS, <br />5 PROVIDE •A BARS N FOUNDATION WALLS AT W' RA HORZONTAL AND VERTICAL <br />UNLESS OTHERUSE NOTED. RACE T4E TOP HORIZONTAL BAR ABOVE THE HOOK OF <br />THE A4OGR BOLTS, WEE FOUNDATION VENTS INTERRUPT THE TOP BAR -- <br />UNDER THE VENT WITH 24' LAP EACH SIDE <br />6. FEUFORDE AROND WALL AND SLAB OPENINGS WITH ONE EXTRA 5 X 4'-0- LONG <br />pIAGOAL BAR AT EACH COWER <br />Y. 1!2' DIAMETER ANCHOR BOLTS PER RAN, 41''A. MAXC,lM SPACING WITH T' <br />EMBEDMENT, UNLESS OTHERWISE NOTED, <br />6 ALL REINFORCING BARS, ANCHOR BOLTS, HLT:DO✓LS AND OTHER CONCRETE <br />NSERTS SHALL BE SECURED N POSITION PRIOR TO RACING CONCRETE, <br />S EPDXY ADHESIVE SHALL BE INSTALLED PER MANFACTUFER 5 INSTRUCT0N5 DUST <br />AND DEBRIS SHALL BE BEHAVED FROM HOLES DRILLED N CONCRETE. HOLOOUN <br />ANCHORS 5WALL NOT BE TIGHTENED UNTIL EPDXY HAS DUPED <br />WOOD <br />I. ALL SOLID LUMBER TO BE DOUG-FIR NO. 2 OR BETTER UNLESS OTHERWSE NOTED. <br />LUMBER IN CONTACT LATH CONCRETE OR EXPOSED TO WEATHER WALLL BE <br />F:ESS:RE TREATED. <br />2, PROVIDE OUT WASHERS FOR ALL BOLTS BEARING ON LOOD. <br />3. ALL NAILS SHALL BE CO^ICN IURE NAILS, UNLESS EXPOSED TO TWL- WEATHER THEN <br />USE BOX NAILS HOT DIPPED GALVANIZED. <br />4. NAILr MN"J M SHALL COMPLY WITH IBC TABLE 2304,SI UNLESS OTHER05E NOTED. <br />5. METAL C,H EcToRs PER 51M; .AN STRONG -TIE C01PANNY, INC. INSTALL PER <br />IMAN.FACTUFER9 RECLT'MENDATIONS AND AS NOTED OH PLANS. <br />6, GNU -LAMINATED LIY.BER SHALL BE 24F-V4 (OR V3) FOR 53GLE SPAN BEAMS. <br />MULTI -SPAN BEAMS SHALL BE 249-VS, UNLE55 OTHERWISE NOTED. <br />1. MANUFACTURED FLOOR SYSTEMS SHALL BE INSTALLED PER THE MANUFACTURER 5 <br />STANDARDS AND DETAILS. <br />S_ FASTENERS FOR pRE55UE PRE&SRVAiIVE AND FIRE -RETARDANT TREATED WOOD <br />SHALL BE OF HOT-D PED GALVANIZED STEEL. STAINLESS STEEL. SILICON BRGNNZE <br />OR COPPER EXCEPTION. N' DIA¢TER OR GREATER STEFL BOLTS. <br />SOILS AND FOUNDATIG'��' <br />L FOUNDATION AND IWLL AREAS SHALL NAVE ALL EXISTING UNSUITABLE FILL <br />MATERIALS REMOVED AND BE EXCAVATED DOWN TO SUITABLE U'NDISTWRSED <br />NATIVE SOILS. <br />2, FOOTINGS SHALL BEAR ON UNDISTURBED NATIVE SOIL OR PROPERLY COMPACTED <br />STRUCTURAL FILL. A55L M O BEARING CAPACITY 2000 PS'. <br />3, A 12- THICK FREE DRAINING GRANULAR MATERIAL SHALL BE INSTALLED <br />BEHIND BAC<FILLED WALLS. <br />JEI <br />Jarnor Enginccring, Inc. <br />25414 127th Street SE <br />Munroe, WA 98272 <br />Ph. (360)$6i-1831 <br />Fax l3M) 86Y1451 <br />AE\RSION BY <br />UCf) <br />z <br />W <br />O <br />z <br />n <br />w <br />W <br />^� <br />J <br />Cf) <br />2 <br />DRAMNN: <br />F17 <br />CHECKED. <br />DATE <br />(4/27/12 <br />SUI.E: <br />AS SIIDWN <br />4TR Na <br />IATN.IIn <br />SHEET <br />OF <br />Sl <br />2 SHEkTS <br />