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DESIGN CRITERIAI. WOOD FRAMING,
<br /> TY, NAILINGCH DULE,' IBD
<br /> W
<br /> STRUCTURAL SYSTEMS PRESENTED IN THESE PLANS HAVE BEEN DESIGNED TO MEET THE ALL GRADES SHALL CONFORM TO" WPA GRADING RULES FOR WESTERN LUMBER,LATEST Fs
<br /> REQUIREMENTS OF THE 2015 EDITION OF THE INTERNATIONAL BUILDING CODE& EDITION"
<br /> K.)INTERNATIONAL RESIDENTIAL CODE, TYPICAL CONNECTION TYPE #OF REQ'D FASTENER LOCATION M
<br /> BEAMS(4X AND GREATER) DF#1 OR BETTER FASTENERS
<br /> 17i gl
<br /> DESIGN Lc3ADs. POSTS DE#1 OR BETTER 8d COMMON(or) 3
<br /> STUDS HF#2/STUDTOENAIL
<br /> LATERAL SEISMIC LOADS: ANALYSIS METHOD:SIMPLIFIED PROCEDURE ALL OTHER LUMBER HF#2 OR BETTER JOIST TO SILL OR GIRDER 3 3"x 0,131"NAILS (STAGGER)
<br /> IE=1.00,SEISMIC USE I,SITE CLASS D, , ,
<br /> SEISMIC DESIGN CATEGORY D GLUE LAMINATED TIMBER: BRIDGING TO JOIST 2 80 COMMON(or) TOENAIL EACH
<br /> LIGHT FRAME BEARING WALL w/WOOD PANEL:R=6.5&Cs=0.128 3"X 0,131"NAILS. END
<br /> Ss 1,`22 84 Si 0,42 MEMBER USE SPAN TYPE SPECIES COMB. SYMBOL FbX+ FDI(
<br /> Sos F 0,81 A Spj=0.45, TYPICAL FACE
<br /> SOLE PLATE TO JOIST OR
<br /> 8"O;C. 3'x 0.131"NAILS
<br /> LATERAL WIND LOADS: WIND SPEED:110 mph Iw=1.00,EXPOSURE-B,GGp=±0.18,Kst=1.0 PRAM SIMPLE DF/DF 24F V4 2400 PSI 1850 PSI BLOCKING(WALL) NAIL . Y
<br /> BEAM CANTILEVER. DF/DF 24F V8 2400 PSI 2400 PSI % ce
<br /> VERTICAL LOADS: ROOF LOADS, TOP PLATE TO STUD,OR STUB �` Q
<br /> ALL EXTERIOR DECK FRAMING AND WOOD MEMBERS IN CONTACT WITH CONCRETE OR TO SOLE PLATE(WALL) 3 3"x 0.131"NAILS END NAIL LO` a0 0
<br /> DEAD LOAD 15 PSF MASONRY SHALL BE PRESSURE TREATED.FASTENERS FOR-PRESERVATIVE=TREATED WOOD �,
<br /> LIVE LOAD N/A (WITH THE EXCEPTION OE STEEL BOLTS ON€-HALF-INCH DIAMETER OR GREATEN)SHALL BE STUD TO SOLE PLATE(WALL) 4 13d S OMMON(B�) TOENAIL '
<br /> SNOW LOAD 25 PSF OF HOT-DIPPED ZINC COATED GALVANIZED STEEL,STAINLESS STEEL,SILICON SRONZE;OR 3"X Q.131"NAILS 1— F- 5 >
<br /> OOPPER.WHEN USING STAINLESS STEEL OR HQT,DIPPED GALVANIZED CONNECTORS,THE I— Sn —• w iyj
<br /> SOIL AND FOUNDATION: CONNECTORS AND FASTENERS SHOULD BE MADE OF THE SAME MATERIAL FOLLOW ROUBLE STUDS,OR MULTIPLE U'", Z
<br /> MANUFACTORERS RECOMMENDATIONS FOR CORROSION PROTECTION WHEN STEEL LAM MEMBERS 8"O:C. 3"x 0.131"NAILS FACE NAIL L- I"t,...)(44-1, u"'---1 u t�"„
<br /> DESIGN VALUES HANGERS AND CONNECTORS ARE USED. -
<br /> rn#m
<br /> l QUBLE TOP PLATES 12"O.C. 3"x 0.131"NAILS TYPICAL FACE
<br /> ALLOWABLE BEARING: 2000 PSF ALL DOOR AND WINDOW HEADERS NOT SPECIFICALLY CALLED OUT ON THE PLANS SHALL BE NAIL
<br /> COEFFICIENT OF FRICTION: 0.35 (2)2x5 DF#2 WITH ONE CRIPPLE AND ONE STUD FOR OPENINGS 6'-0"OR LESS AND TWO , 6-$-18
<br /> ACTIVE PRESSURE: 35 PCE(UNRESTRAINED) CRIPPLE AND ONE STUD FOR OPENINGS MORE THAT 6'-0"WIDE.ALL COLUMNS NOT BLOCKING BETWEEN JOISTS OR 3 3"x 0.131"NAILS TOENAIL a
<br /> 60 PCF(RESTRAINED) SPECIFICALLY CALLED OUT ON THE PLANS SHALL BE(2)2x(MATCH WALL STUDS)H1#2 NAILED RAFTERS TO TOP PLATE 'S,�($ C'.
<br /> PASSIVE PRESSURE; 300 POE TOGETHER PER STRUCTURAL NOTES. �� . lvAsp, �e�
<br /> RIM JOIST TO TOP PLATE 6"O,C. 3"x 0.131"NAILS TOENAIL
<br /> ALL FOOTINGS SHALL BEAR UPON UNDISTURBED SOIL OR COMPACTED FILL AT LEAST 18"` SRIKE_LAMINATE 2x4 COLUMNS TOGETHER WITH 100 @ 9 Q.C.STAGGERED,LAMINATE 2x6 .
<br /> BELOW FINISHED GRADE. COLUMNS TOGETHER WITH(2)OFFSET ROWS OF 10 NAILS @ 9"O.C.DRIVE ADJACENT NAILS `
<br /> FROM OPPOSITE SIDES OF THE COLUMN. EACH INDIVIDUAL,STUD SHALL BE ATTACHED TO RAFTER TO TOP PLATE F'.AAFTER SPACING SIMS."L 1"CLIP FILL ALL NAIL , `s 4'N�7�9 lbw"
<br /> ALL WALLS SHALL BE ADEQUATELY BRACED PRIOR TO BACKFILLING.COMPACTED FILL SHALL THEADJACENT STUD, HOLES PER #IMP. 9LGN,Q1�
<br /> BE FREE OF ORGANIC MATERIAL AND DEBRIS.FILL SHALL BE'PLACED IN A MAXIMUM OF 6 INCH °NII
<br /> LIFTS AND COMPACTED TO A MINIMUM 8594 OF THE MAXIMUM DENSITY AS DETERMINED BY PROVIDE DOUBLE TOP PLATES AT ALL WALLS AND STAGGER SPLICES A MINIMUM OF 48": JO ST TO RI ND JOIST q 1 COMMON(Br)
<br /> M{IIA ) FACE NAIL
<br /> ASTM D1557. ATTACH BOTTOM PLATE TO WOOD FRAMING BELOW WITH 16d @ 12"0.C,OR BOLT TO " 3"x 0,131 NAILS
<br /> CONCRETE WITH 1/2'DIAMETER ANCHOR BOLTS @ 48"0_C.EMBEDDED 7"MIN,UNLESS NOTED -
<br /> RETAINING WALLS AND EXTERIOR PERIMETER FOUNDATIONS SHALL HAVE 4 PERFORATED OTHERWISE IN PLAN OR SHEARWALL SCHEDULE. a. COMMON NAILS(6d-2"x 0.1131,8d-2X"x 0:131",10d-3"x 0,148")_
<br /> FOOTING DRAINS SURROUNDED WI ORAVEL ON THE HIGH SOIL SIDE.RETAINING WALLS SHALL b. FOR ALL CONNECTIONS NOT SHOWN;REFER TO IBC 2304.5.1,DETAILS AND SHEAR WALL
<br /> BE BACKFILLED WITH FREE DRAINING GRANULAR MATERIAL A MINIMUM OF 12"WIDE TO CONNECTORS SHALL BE MANUFACTURED BY SIMPSON STRONG TIE COMPANY,INC.,OR SCHEDULE
<br /> WITHIN 12"OF FINISHED GRADE. APPROVED EQUIVALENT.CONNECTORS SHALL BE INSTALLED PER MANUFACTURERS CO
<br /> SPECIFICATIONS WITH ALL HOLES IN HANGERS TQ BE NAILED. L
<br /> _
<br /> CONCRETE: CD 04
<br /> SOLID BLOCKING OF 2"NOMINAL THICKNESS OR GREATER SHALL BE PROVIDED AT ENDS AND
<br /> CONCRETE SHALL BE OF THE FOLLOWING 28 DAY TEST STRENGTH AND MIX: AT ALL SUPPORTS OF JOISTS AND RAFTER.INSTALLBLOCKING OR BRIDGING Af 8'-0"O.C.FOR
<br /> FLOOR JOISTS AND 10'-0"0.0,FOR RAFTERS.UNLESS OTHERWISE SPECIFIED,PROVIDE AN
<br /> 1) F'c=2500 PSI EQUIVALENT COLUMN OR.SOLID BLOCKING TO SUPPORT OR FLOOR BELOW AT ALL COLUMN ,4
<br /> 2) 5-3 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE LOCATIONS.
<br /> 3) MAXIMUM SLUMP=4" -.�y
<br /> 4) MAX WATER/CEMENT RATIO=(1.53;F GALLONS PER SACK SHEATHING: FLOOR TIES & HOLDDOWNS
<br /> 5) MINIMUM ENTRAINED AIR CONTENT SHALL BE 4%±1% �.,,u.
<br /> 6) INCORPORATE NO CALCIUM CHLORIDE ADMIXTURES WHERE ALUMINUM ALLOY MATERIALS 1) WALLS:7/16"APA RATED SHEATHING,24/15,EXPOSURE,NAIL TO OUTSIDE FACE OF STUDS STUD HOLDDOWN 0
<br /> MARK STRAP. NAILING HOLDDOWN tT^
<br /> ARE EMBEDDED. _ WITH 8d NAILS co 8"0.0,ALL PANEL EDGES AND AT 12"O,G.IN FIELD AND PROVIDE SOLID ANCHORAGE ANCHOR DOLTS
<br /> PROVIDEBLOCKING AT ALL EDGES UNLESS NOTED OTHERWISE IN PLAN OR SHEARWALL SCHEDULE. 2 8 O
<br /> CONSTRUCTION JOINTS ATA MINIMUM OF 20'-0"TO MINIMIZE THE EFFECTS OF 2) ROOF:7/16"APA RATED SHEATHING,24/15,EXPOSURE,NAIL TO OUTSIDE FACE OF (J,4)1.,0
<br /> LSTHDa LSTHD8 N/A
<br /> CONCRETE SHRINKAGE DURING CURING.CONCRETE SHALL BE PROTECTED DURING CURING RAFTERS/TRUSSES WITH 8d NAILS @ 6"0-C,ALL PANEL EDGES AND AT 12"0.C.IN FIELD SINKERS ''rff''
<br /> TO MINIMIZE EVAPORATION AND MAINTAIN A MOIST CONDITION. A Ip PROVIDE SOLID BLOCKING AT ALL EDGES UNLESS NOTED OTHERWISE IN PLAN OR - 7r �" .
<br /> SHEARWALL SCHEDULE..
<br /> 0 14
<br /> PIPES SHALL NOT BE EMBEDDED IN STRUCTURAL CONCRETE UNLESS SPECIFICALLY
<br /> APPROVED-BY THE DESIGN ENGINEER,WITH THE EXCEPTION OF ELECTRICAL CONDUIT, GENERAL NOTE:
<br /> 1) LOCATE;HQLDQWN AT EACH'END OF SHEARWALL
<br /> REINFORCIING STEEL! DO NOT SCALE DRAWINGS.USE ONLY WRITTEN DIMENSIONS.THE CONTRACTOR SHALL 2) EXTEND FOUNDATION AS REQ'D.FOR H.O.A.B.EMBEDMENT ..
<br /> VERIFY ALL DIMENSIONS AND ALL CONDITIONS AT THE SITE.CONFLICTS BETWEEN THE
<br /> REBA'S: GRADE fy(PSI) DRAWING AND SITE SHALL GE REPORTED TO THE:ENGINEER BEFORE PROCEEDING WIN THE
<br /> WORK.
<br /> #4&SMALLER 40 40,000
<br /> #5&LARGER OQ 60,000 REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS,ELEVATIONS,SLOPES,DOOR AND '
<br /> WINDQW OPENINGS,FINISHES AND OTHER NON-STRUCTURAL ITEMS. ;Ef�IEAL NOTES
<br /> COVER; SHEAR WALL S{CI-IE'DULE
<br /> ANSCHEDULES
<br /> THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STABILITY OF THE-STRUCTURE DURING NAILING` SHEAR FLOW NAILING
<br /> CAST AGAINST EARTH; 3" CONSTRUCTION AND SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL
<br /> EXPOSED TO EARTH OR WEATHER: 2" PERMANENT CONNECTIONS AND STIFFENERS HAVE BEEN INSTALLED.THE CONTRACTOR SHEATHING EDGES BASE TOE NAIL SILL PLATE
<br /> SLABS,WALLS AND JOISTS; 314" SHALL COORDINATE WITH THE`BUILDING DE DEPARTMENT FOR ALL BUILDING DEPARTMENT MARK COMMON BLOCKED FIELD PLATE RIM/TOP ANCHORS"
<br /> BEAMS AND COLUMN: 1-1/2" REQUIRED INSPECTIONS. - ;
<br /> SW1 /ts"OS8 801@ 6" 8d 12" 16d @$" 150 t?5" %"f1/A.S. 4$n REVISION: 0
<br /> LAP ALL FIELD SPLICES 30 DIAMETERS UNLESS NOTED OTHERWISE.DOWEL ALL EXTERIOR THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED EOR SIMILAR CONDITIONS NOT ONE SIRE 0.0. 0.0. 0.0, 0.0, 0.0 t ENDS PATE: 6-8-18
<br /> PROJECTIONS TO STRUCTURE WITH#4 BARS @ 12"HOOKED INTO WALL. SHOWN. DESIGNED BY: ,TJM
<br /> BEND WALL AND FOOTING BARS 18"AROUND CORNERS,OR USE CORNER BARS. PREFABRICATED ITEMS TO BE HANDLED AND INSTALLED PER MANUFACTURERS' USE COMMON NAILS FOR ALL NAILING. SCALE: AS NOTED
<br /> RECOMMENDATIONS. "" ANCHOR BOLT WASHERS MUST BE 3"X 3"X 1/4"THICK PROJECT NO: W4484
<br /> WELDED WIRE MESH SHALL CONFORM WITH ASTM A185 AND SHALL BE 6x6 W1.4x1.4 UNLESS ( %°)
<br /> SHEET NO:
<br /> NOTED OTHERWISE.PLACE AT MID-DEPTH QF SLAB AND PROVIDE ONE FULL MESH OVERLAP THIS DRAWING IS THE EXCLUSIVE PROPERTY OF THE ENGINEER AND CAN DE REPRODUCED
<br /> AT SPLICES: ONLY WITH THE PERMISSION OF THE ENGINEER,IN WHICH CASE THE REPRODUCTION MUST S el
<br /> BEAR'THEIR NAMES AS ENGINEER. . _.—
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