11723 23RD DR SE 2020-05-18 - Laserfiche WebLink

• DIAPHRAGM AND SHEARWALL SCHEDULE STRUCTURAL NOTES HEM-FIR FRAMING DESIGN CRITERIA JET . • 2015 BC TYPE SHEATHING STUD EDGE FIELD PLATE BLOCK 3x STUDS AT A35/LTP4 CAPACITY • WIND 110 MPH ULT,EXPOSURE B (4) SPACING NAILING NAILING NAILING EDGES PANEL EDGES SPACING PLF • SEISMIC DESIGN CATEGORY D,SITE CLASS D • FLOOR LIVE LOAD =40 PSF Jarnot Engineering,Inc. FLOOR 3/4' APA 10d 6 6' 10d 9 12' N/A NO N/A 185 /260 • ROOF SNOW LOAD=25 PSF P.O.Box 704 ROOF 1/16" APA 8d 6 6' ed 6 12' N/A NO N/A 145 /205 GENERAL Monroe,WA 98272 Ph.(360)863-1831 NOTES L CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY BRACING PRIOR TO Fax(360)863.1481 2. NAILS SHALL BE COMMON OR HOT DIPPED GALVANIZED BOX.STAGGER NAILING AT PLYWOOD JOINTS AND SILL PLATES. COMPLETION OF ALL STRUCTURAL ELEMENTS. 2. ANCHOR BOLTS SHALL BE 1/2'DIAMETER AT SPACINGS MARKED ON FOUNDATION PLAN MARKED AS THUS:0 2. THE CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS,ELEVATIONS AND DIMENSIONS BEFORE COMMENCING WORK THE ENGINEER SHALL BE NOTIFIED 3. PLACE ANCHOR BOLTS WITHIN 12'OF END BUT NOT LESS THAN 1 BOLT DIAMETERS.USE 3'x3'x229'GALVANIZED PLATE WASHER IMMEDIATELY UPON DISCOVERY OF ANY DISCREPENCIES. 4. 3/8'OR 15/32'APA RATED SHEATHING MAY BE SUBSTITUTED FOR 1/16'SHEATHING FOR WALLS ONLY. CONCRETE 5. HOLDOWNS REQUIRE DOUBLE STUD U.ON. I. f'c=2500 PSI AT 28-DAYS,5 SACKS OF CEMENT PER YARD MINIMUM,5'MAXIMUM SLUMP. ROOF SHEATHING 2. REINFORCING STEEL ASTM A-615,GRADE 40 UNLESS OTHERWISE NOTED.DETAIL, 8d a 6'oc U.ON. FABRICATE AND PLACE IN ACCORDANCE WITH THE LATEST EDITION OF A.G.I.'MANUAL OF STANDARD PRACTICE'. VENT BLOCKS ROOF SHEATHING N 3. CONCRETE COVER ON REINFORCING STEEL.(CLEAR DIMENSIONS)± Sd a 6'oc U.ON. FORMED SU�ACES EXPOSED TO EARTH OR WEATHER=2' = ____ � CAST AGAINST SOIL =3' 1/ 4. LAP ALL FIELD SPLICES 32 BAR DIAMETERS,16'MINIMUM,UNLESS OTHERWISE NOTED. REVISION BY PROVIDE CORNER BARS AT ALL CORERS OR WALL INTERSECTIONS. SIMPSON H-IEDGE NAILING PER e 24'oc ;\\___ SHEARWALL SCHEDULE /' 5. PROVIDE•4 BARS IN FOUNDATION WALLS AT 18'oz.HORIZONTAL AND VERTICAL ' GABLE UNLESS OTHERWISE NOTED.PLACE THE TOP HORIZONTAL BAR ABOVE THE HOOK OF SHEARWALL END TRUSS THE ANCHOR BOLTWITH 24S.WHERE FOUNDATION VENTS INTERRUPT THE TOP BAR ADD(I)•4 PER PLAN GABLE END UNDER THE VENT 'LAP EACH SIDE. i A35 PER SHEARUJALL 6, REINFORCE AROUND WALL AND SLAB OPENINGS WITH ONE EXTRA 5 x 4'-0'LONG TABLE IF SHEATHING 16d PLATE NAILING DIAGONAL BAR AT EACH CORER NOT LAPPED ON RIM PER SHEARWALL TABLE JOIST OR COMMON IF SHEATHING NOT A35 a 32'oc PLATEII LAPPED ON RIM JOIST 1. 1/2'DIAMETER ANCHOR BOLTS PER PLAN,48'o.c.MAXIMUM SPACING WITH 1' OR COMMON PLATE \ I6'd TN a 12'oc EMBEDMENT,UNLESS OTHERWISE NOTED. I-1 M.11; 5. ALL REINFORCING BARS,ANCHOR BOLTS,HONDOWNS AND OTHER CONCRETE 1-4►__ INSERTS SHALL BE SECURED IN POSITION PRIOR TO PLACING CONCRETE. Z1•:.- EDGEPERSHEARWNAILING ALL 9. EPDXY ADHESIVE SHALL BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS.DUST 0 ` AND DEBRIS SHALL BE REMOVED FROM HOLES DRILLED IN CONCRETE.HOLDOWN W SCHEDULE n ANCHOR BOLTS SHEARWALL ANCHORS SHALL NOT BE TIGHTENED UNTIL EPDXY HAS CURED. F� PER PLAN PER PLAN F"� WOODH r,S SHEAR TRANSFER DETAIL 1. ALL SOLID LUMBER TO BE DOUG-FIR NO.2 OR BETTER UNLESS OTHERWISE NOTED. w LUMBER IN CONTACT WITH CONCRETE OR EXPOSED TO WEATHER WAHLL BE PRESSURE TREATED. 2. PROVIDE CUT WASHERS FOR ALL BOLTS BEARING ON WOOD. U H Sd e 3'oc EW 3. ALL NAILS SHALL BE COMMON WIRE NAILS,UNLESS EXPOSED TO THE WEATHER,THEN Z HEADER PER PLAN 0 USE BOX NAILS HOT DIPPED GALVANIZED. 4. NAILING MINIMUM SHALL COMPLY WITH IBC TABLE 2304.5.1 UNLESS OTHERWISE NOTED. W .c 111111 WN 5. METAL CONNECTORS PER SIMPSON STRONG-TIE COMPANY,INC.INSTALL PER MANUFACTURER'S RECOMMENDATIONS AND AS NOTED ON PLANS. ` i/ W (2)ROWS 16d I1 6. CLU-LAMINATED LUMBER SHALL 8E 24F-V4(OR V3)FOR SINGLE SPAN BEAMS. SINKERS a 3'oc MULTI-SPAN BEAMS SHALL BE 24F-V8,UNLESS OTHERWISE NOTED. P4om. H SIMPSON 6224.ALSO USE OTHER SIDE IF END STUD NOT FULL 1. MANUFACTURED FLOOR SYSTEMS SHALL BE INSTALLED PER THE MANUFACTURERS BREAK SHEATHING WITHIN HEIGHT STANDARDS AND DETAILS. �t; .J 24'OF MID-HEIGHT(IF F-�-1 FLI NECESSARY).USE 3x 1/16'APA RATED SHEATHING FULL ,� BLK'G OR(2)2x NAILED , HEIGHT FROM SILL PL TO TOP OF 8. FASTENERS FOR PRESSURE PRESERVATIVE AND FIRE-RETARDANT TREATED WOOD H > P4 d TOGETHER W/16de 3'oc L—•' HDR W/8c103'oc ALL STUDS AND SHALL BE OF HOT-DIPPED GALVANIZED STEEL,STAINLESS STEEL,SILICON BRONZE W r PLATES.8de12'oc FIELD NAILING. OR COPPER EXCEPTION:1/2'DIAMETER OR GREATER STEEL BOLTS. Wr� 2-2x STUDS �A SOILS AND FOUNDATION DRILL t EPDXY WI SIMPSON SET OR EQUIV. I� ' •' 5/8'DIA x 10'EMBED FOR HDU5 HDU HOLDOUN PER PLAN. 6d SINKERS 5 3'oc 1. FOUNDATION AND WALL AREAS SHALL HAVE ALL EXISTING UNSUITABLE FILL 1-3/4'MIN FACE DISTANCE INSTALL PER NOTE. '191 TO RIM MATERIALS REMOVED AND BE EXCAVATED DON TO SUITABLE UNDISTURBED USE EXTENDER NUT 5 AS NECESSARY. � NATIVE SOILS. DRAWN: , 2. FOOTINGS SHALL BEAR ON UNDISTURBED NATIVE SOIL OR PROPERLY COMPACTED CHECKED: DRILL 4 EPDXY W/SIMPSON ET PIP .I::', .' .a STRUCTURAL FILL.ASSUMED BEARING CAPACITY 2000 MEDATE: 08/24/17 : OR EQUIv.OR TITEN ANCHOR (2)1/2'ANCHOR Do SCALE: AS SHOWN 4'MIN.EMBED. ANCHOR BOLT BOLT.INSTALL . . .. .1g JOB NO. 17-06-106 SIZE 4 SPACING PER PLAN. PER NOTE / 'A SHEET7 !) LATERAL RESTRAINT PANEL z S 1 S1 NTS 3 ' N N OF 2 SHEETS U •