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DIAPHRAGM AND SHEARWALL SCHEDULE <br />HEM -FIR FRAMING <br />TYPE <br />514EATHING <br />(4) <br />STUD <br />EDGE <br />NAILING <br />FIELD <br />NAILING <br />PLATE <br />NAILING <br />BLOCK <br />EDGES <br />3x STUDS AT <br />PANEL EDGES <br />A35/L'-T4 <br />SP/•CING <br />CAPACITY <br />PLF <br />FLOOR <br />/4- APA <br />1Od a <br />a 12' <br />N/A <br />NO <br />N/A <br />IB / 260 <br />ROOF <br />l/16' APA <br />ad a 6' <br />8d a 12, <br />N/A <br />NO <br />WA <br />IA5 / 205 <br />WALL IA <br />1/16' APA <br />16' oc <br />8d a 6' <br />8d a 12- <br />*6 0 6' <br />YES <br />NO () <br />48' or- <br />230 ISEI ICl <br />4 IB <br />1/16' APA <br />16' cc <br />8d a (0' <br />8d a I7' <br />16d a 5' <br />YES <br />32' oz. <br />320 !WIND) <br />A All/16' <br />4PA <br />16' oc <br />8d o 4' <br />8d • 12' <br />Ibd a 5- <br />YES <br />24' oz. <br />335 (SEISMIC) <br />WALL 2 <br />l/16' APA <br />16' Oc <br />ad a 4' <br />8d a 12' <br />16d a 35' <br />YES <br />( <br />16' oc. <br />41O (WIND) <br />WALL 6A <br />IAW APA <br />BOTH 51DE <br />16' cc <br />8d 6 3' <br />8d a 12' <br />16d a 35' <br />2 ROWS <br />YES <br />I YES (5b) <br />16' Oa. <br />2 ROWS <br />865 (5EI5MIC) <br />WALL lA <br />15/32' APA <br />BOTH 51DE <br />16' oO <br />1Od a 3' <br />1 <br />1Od 0 12' <br />16d • 35' <br />1 2 RO'WS <br />YES <br />YES (5,6) <br />16' oz, <br />2 ROWS <br />910 (SEISMICI <br />NOTES <br />I, NAILS SHALL BE COMMON OR NOT DIPPED GALVANIZED BOX STAGGER NAIL IC, AT PLYWOOD JOINTS AND SILL PLATES <br />2. ANCHOR BOLTS SHALL BE 5/8' DIAMETER AT SPACINGS MARKED OH FO.VDATION PLAN MARKED AS THJ:IO <br />3, PLACE ANCHOR BOLTS WITHIN 12' OF END BUT NOT LESS THAN T BOLT DIAMETERS. USE 3'x3'x225- GALVANIZE[. PLATE WASHER <br />4. 3/6' OR 15/32- APA RATED SHEATHING M4Y BE SUBSTITUTED FOR TAb' SHEATHING FOR WALLS ONLY. <br />5, FIOLOCIINS REQUIRE DOABLE STUD UDX <br />6. ALL FRAMING MEMBERS SECEIVEING EDGE NAILING FROM ABUTTINYG PANELS SHALL NOT BE BE LESS THAN A 3. MEMBER OR <br />DBL 2x NAILED TOGETHER W/!Dd TO MATCH EDGE NAIL SPACING. FCLINDATIOV BILL PLATES SHALL NOT BE LEBS THAN A <br />SINGLE 3x PLATE WHERE NOTED ON FOUNDATION PLAY PLYWOOD JOINT AND BILL PLATE NAILING SHALL STAGGERED. <br />l T-III MAT BE SUBSTITUTED FOR IA&' SHEARWALLS PR7V'DED FRAMIG MEMBERS RECEIVEI.NG EDGE NAILING FROM ABUTTING <br />PANELS ARE CIS, 2. STUDS NAILED TOGETHER W/ 10d TO MATCH EDGE NAIL SPACING, AND NAILS ARE THROGH THE THICK <br />PART OF THE SHEATH.NG. <br />51MP50N H-1 <br />• 24- cc <br />A35 PER LOWER LEVEL <br />SHEARWALL TABLE IF <br />SHEATHING NOT <br />LAPPED ON RIM JOIST <br />OR COMTICN PLATE - <br />A35 PER LOWER LEVEL <br />SHEARWALL TABLE IF <br />SHEATHING NOT <br />LAFFED ON RIM JOIST <br />OR COMMON PLATE - <br />SHEATHNW <br />6' cc UON. <br />BLOCKS <br />NAILING PER <br />-c.•RWALL SCHEDULE <br />SHEARWALL PER PLAN <br />Ibd PLATE NAILING PER <br />UPPER LEVEL SHEARWALL <br />TABLE F SHEATHING NOT <br />LAPPED ON RM JOIST OR <br />COYTO. PLATE <br />RIM JOIST OR BLKG <br />ad TN • 6' cc <br />6NE4RJLILL PER PLAN <br />/- SHEARWALL PER PLAN <br />Ibd RATE NAILING PER <br />UPPER LEVEL SHEARWALL <br />TABLE IF SHEATHING NOT <br />LAPPED ON RIM JOIST OR <br />COMMON PLATE <br />�- RIM JOIST OR BLK'G <br />Old TN 6 6' cc <br />�- SHEARWALL PER PLAN <br />ROOF SHEA <br />Bd •6'x <br />GABLE - <br />END TR)SS <br />A35 • 32' cc <br />A35 PER SHEARWALL <br />TABLE IF SHEATHING <br />NOT LAPPED ON RIM <br />JOIST OR COMMON <br />PLATE <br />TNe 12- cc <br />EDGE NAILING <br />PER SHEARWALL <br />SCHEDULE <br />SHEARWALL <br />PER RAN <br />Ibd PLATE NAILING <br />PER SHEARWIALL TABLE <br />IF SHEATHNNG NOT <br />LAPPED ON RIM JOIST <br />OR CCMT'ION RATE <br />STRUCTURAL NOTES <br />DE51CxN CRITERIA <br />2009 113C <br />• WIND 65 MPH. EXPOSURE B <br />• SEISMIC OESGN CATEGORY D, SITE CLASS D <br />• FLOOR LIVE LOAD • 40 PSF Jamoc Engineering, Inc. <br />• ROOF SNOW LOAD . 25 PSF <br />25414 127dI SII'!'!I SE <br />Monme, WA 98272 <br />Ph. (360) 863.1831 <br />I. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY BRACING PRIOR TO fax (360) 863.1481 <br />COMPLETION O ALL STRCNRAL ELEMENTS. <br />2. THE CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS, ELEVATIONS AND <br />OM NSICNS BEFORE CO'9'ETNOIN6 WOWW, THE ENGINEER SHALL BE NOTIFIED <br />IMMEDIATELY UPON DISCOVERY O ANT OMCREPENCIES. <br />GCNCCf�g TE <br />T R'c . 2500 P51 AT 28-DAY5, 5 SAOCS OF CEMENT PER YARD MNIMUi, 5- MAXIMM <br />SLLIP. 11" <br />2. REINFORCING STEEL ABTM A-61S, GRADE 4O IDLLESS OTHERWISE NOTED. DETAIL, <br />FABRICATE AND RACE W ACCORDANCE WITH THE LATEST EDITION O ACC. TTAN IAL+' <br />O STANDARD PRACTICE'. <br />3. CONCRETE COVER ON REIFOICING STEEL. !CLEAR DIMENSIONSNN <br />FORMED SURFACES EXPOSED TO EARTH OR WEATHER • 2- <br />CAST AGAINST SOIL • 3' <br />4. LAP ALL FIELD SPLICES M BAR DIAMETERS. 16' MNIMM, I NLE55 OTHERWISE NOTED. RE%gSION BY - <br />PROVIDE COQf&R OARS AT ALL CORNERS OR WALL MTER9ECTICN5 <br />S. PROVIDE U BARS N FONNDATION WALLS AT 8- cc..NORIZONTAL AND VERTICAL , <br />UNLESS OTHERWISE NOTED. PLACE THE TOP HORIZONTAL BAR ABOVE THE HOCK OF <br />THE ANCHOR BOLTS. WHERE FOINDATION VENTS MERRIPT THE TOP BAR ADD /12.4 <br />UNDER THE VENT WITH 14' LAP EACH SIDE. <br />6, REINFORCE AFKIND WALL AND SLAB OPENINGS W'TH ONE EXTRA 9 x 4'-C' LONG <br />DIAGONAL BAR AT EACH CORNER <br />1. 5/0' DIAMETER A1COOR BOLTS PER RAN. 48- oc. MAXIMUM SPACING WITH 1' O <br />EMBEDMENT. UNLESS O T WERW SE NOTED. L. <br />8, ALL REINFORCING BARS, ANCHOR BOLTS. HOIDOULS AND OTHER CONCRETE U <br />INSERTS SHALL BE SECURED IN POSITION PRIOR TO PLACING CONCRETE. <br />3 EPDXY ADHESIVE SHALL BE INSTALLED PER MANIFACTURERS NSTRNCTIONS. DUST <br />AND DEBRIS SHALL BE REMOVED FROM HOLES DRILLED IN CONCRETE. HOLDQ!N l� <br />ANCHORS SHALL NOT BE TIGHTENED UNTIL EPDXY HAS CURED. <br />1, ALL SOLID LI TO BE DOXG-FIR NO. 2 OR BETTER 6'&M OTHERWISE NOTED. LU'®ER N CONTACT WITH CONCRETE OR EXPOSED TO WEATHER WANLL BE O�1 <br />PRESSURE TREATED. U �.Sw <br />2. PROVIDE CUT WASHERS FOR ALL BOLTS BEARING ON WOOD, <br />3. ALL NAILS SHALL BE COMMON WIRE NAILS. INLE55 EXPOSED TO THE WEATHER THEN O O <br />USE BOX NAILS HOT DIPPED GALVANIZED. <br />4 NAILING MN!MYM SHALL C7'FLT WITH IBC TABLE 2304.W UNLESS OTHERWISE NOTED. <br />5. PETAL CONNECTORS PER SPPSON STFONG-nE COMPANY, INC. INSTALL PER I _7 <br />MANFACTURER'B RECO?-EXPATIONS AND AS NOTED CH PLANS. <br />6. GLU-LAMINATED LUMBER SHALL BE 24F-VA IOR V31 FOR SINGLE SPAN SEALS. W V <br />MULTI -SPAN BEAMS SHALL BE 2AF-VB. UNLESS OTHERWISE NOTED <br />1. MAAFACTURED FLOOR STSTEFB SHALL BE INSTALLED PER Taff MANFACTURERS U <br />STANDARDS AND DETAILS.14 <br />GG�� <br />rL <br />8. FASTENERS FOR PRESSURE PRESERVATIVE AND FIRE -RETARDANT TREATED WOW U <br />5HALL BE OF HP4. Or.DID GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE i , <br />OR COPPER EXCEPTION: V2' DIAMTER OR GREATER STEEL BOLTS. <br />5O1L5 AND FOWDATION w <br />\' L FONDATICN AND WALL AREAS SHALL HAVE ALL EXISTING LNSURABLE FILL M <br />MATERIALS REMOVED AND BE EXCAVATED DOWN TO SUITABLE UNDISTURBED <br />NATIVE 801LS FF <br />grN: FT) <br />SHEAR TRANSFER DETAIL ANC44OR BOLTS 2. FOOTINGS SHALL BEAR ON WDISTURBED NATIVE SOIL OR PROPERLY COMPACTEDCKED. <br />PER PLAN STIaICIURAL FILL. A-qW MD BEATUNG CAPACITY 7000 PSF. E: 05/71/I T <br />3. A 12' THICK FREE DRAINING GRANULAR MATERIAL SHALL BE INSTALLED ' - ALE ASSHO`yN <br />m <br />BEH'ND BACKFILLED WALLS. F JOB NO. IMS-105 <br />ANCHOR BOLTS 'L`'•p SHEET �- <br />PER PLAN <br />W S1E <br />o <br />to �� <br />-..._. - OF 2 SHEETS\ Mys4 <br />