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STRUCTURAL L TIMBER(CONTINUED)
<br /> DESIGN 19 IN ACCORDANCE WITH THE 2009 INTERNATIONAL BUILDING CODE(I.B.CJ H CONCRETE 514ALL BE 5/e INCH DIAMETER WITH l INCHES OF
<br /> AS AMENDED BY THE LOCAL BUILDING DEPARTMENT. EMBEDMENT INTO CONCRETE UNLESS NOTED OTHERWISE ON THE PLANS.ALL NAILS
<br /> LIVE LOADS: SHALL BE COMMON WIRE NAILS.NAILING SHALL BE IN ACCORDANCE WITH USG.
<br /> ROOF_-----------_Z5 F'9F SCHEDULE. '
<br /> FLOOR _----------_40 PIF FLOORSHEATHING: 4, 11 SF/t,�C 4AL
<br /> LATERAL SHEATHING SHALL 8E 3/4 INCH TONGUE AND GROOVE,APA.RATED SHEATHING. A. -7D�.- /.AC'FI, �-.••' '.•
<br /> WIND-----------EXPOSURE B,85 MPH SPAN RATING 48/14 WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS.UNLESS C D�.Sm,In.
<br /> SEISMIC---------SITE CLASS D NOTED OTHERWISE NAIL WITH Sd COMMON NAILS AT 6 INCHES ON CENTER AT
<br /> FOUNDATION$: SUPPORTED PANEL EDGES MID 10 INCHES ON CENTER AT INTERMEDIATE ,cndeel9nirm am
<br /> EXTEND FOOTINGS TO FIRM UNDISTURBED SOIL,ASSUMED BEARING CAPACITY OF SUPPORTS.THE FLOOR SHEATHING SHALL BE GLUED TO THE JOIST AND THE
<br /> 1500 PSF.ALL EXTERIOR FOOTINGS SHALL EXTEND A MINIMUM OF I'-6"BELOW t0"Y.UE AND GROOVE JOINTS WITH AN APPROVED ADHESIVE. P.O.Box 476
<br /> ADJACENT EXTERIOR FINISHED GRADE. / N Renton,WA 98057
<br /> ROOF SHEATHING: IG�Ie UOG
<br /> CAST-IN-PLACE CONCRETE SHEATHING$HALL BE 1/Ib INCH APA.RATED SHEATHING.SPAN RATING 32/16, I�eo'Uc' N425271-0082(oRKe)
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<br /> 8 D r MINIMUM 5-I/2 SACKS OF CEMENT PER CUBIC YARD OF INSTALLED WITH LONG DIMENSION ACROSS SUPPORTS.PANEL END JOINTS SHALL
<br /> 428228-8699(fax)
<br /> CONCRETE AND A MAXIMUM OF b-3/4 GALLONS OF WATER PER 94a SACK OF OCCUR AT SUPPORTS.NAIL PANEL EDGES WITH 8d NAILS AT 4 INCHES ON CENTER O Copyright 20t2
<br /> CEMENT.NO SPECIAL INSPECTION REQUIRED.MAXIMUM SIZED AGGREGATE IB 1-1/2 AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS.
<br /> INCHES.MAXIMUM SLUMP 19 4 INCHES.ALL PHASES OF WORK PERTAINING TO THE T�-r+AfL : - _ t(p4-�- -�A L �jg�U 2¢ C CW Design,Inc
<br /> CONCRETE CONSTRUCTION SHALL CONFORM TO THE BUILDING CODE REQUIREMENTS WALL SHEATHING: \�---s
<br /> SHEATHING SHALL BE 1/I6 INCH APA.RATED SHEATHING,SPAN RATING 24/0. A''� ]
<br /> FOR REINFORCED CONCRETE.ALL REINFORCING STEEL DOWELS,ANCHOR BOLTS PANEL END JOINTS SHALL OCCUR AT SUPPORTS..NAIL PANEL EDGES WITH 8d NAILS 1 ' l' T+e+a.�ow wT �owwuoaw.0
<br /> AND OTHER INSERTS SHALL DE SECURED IN POSITION PRIOR TO POURING AT b INCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS mil �: Mk L3i(„-•% I - T-yl�-(�j((J,.A rarroer:iwea
<br /> CONCRETE.ANCHOR BOLTS FOR PRESSURE TREATED SILL PLATES TO FOUNDATION UNLESS NOTED OTHERWISE ON THE DRAWINGS. f
<br /> WALLS TO BE 5/8 INCH DIAMETER WITH 1 INCH MINIMUM EMBEDMENT INTO CONCRETE �a'T r1EK FjAgi AAJ� �I ANOINT�LK. .RAi� •.0
<br /> AND MAXIMUM SPACING OF 2 FEET ON CENTER UNLESS NOTED OTHERWISE ON THE GLUE-LAMINATED TIMBER I �IIe'I I1 IZI •1 ae•voroe rvi moni+nx( rXc,ea
<br /> PLANS.MINIMI"2 BOLTS PER SILL PLATE PIECE.ONE BOLT TO BE PLACED WITHIN
<br /> LAMINATED TIMBER SHALL BE DCIKsLAB-FIR/LARCH KILN DRIED.STRESS GRADE . �F.y 7194, " 1I J y �a:oxm•r nXe v
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<br /> OF EACH END 6 THE SILL PLATE. NOT-DIPPED GALVANIZED COMBINATION 24F-V4(Fb•2,400 PSI,FV•I&S P6Q FOR SIMPLE SPANS AND 24F-V5 S 1I Iia Q �'�• «� I�GX Q oO1va m'^touieae"ooweapo®xe�woan
<br /> CONNECTORS SHALL GCN(JRM TO ASTM 153 AND HOT-DIPPED GALVANIZED FOR CANTILEVER AND CONTINUOUS BEAMS.A.I.TC.CERTIFICATE OF CONFORMANCE _� EAGµWj' _� +•' : 6Aca y`]Y -_� COMOi"wF1a 'uuxxemasr�aaaro
<br /> CONNECTORS SHALL CONFORM TO ASTM A653,CLASS G-185.STAINLESS STEEL REQUIRED.GLU-LAMS SHALL CONFORM TO A.I.T.C.STANDARDS Ill.FABRICATOR „J f _ - eaoacrxxowm ua T,vwccwM«.xwcraa
<br /> FASTENERS AND CONNECTORS SHALL DE TYPE 304 OR 316.91MPSC'N PRODIIGi SHALL SUBMIT DETAILS AND SPECIFICATIONS TO THE ENGINEER AND BUILDING v _ v ' µac,anuanarry rorty
<br /> FIN19HE9 CORRESPONDING TO THESE REQUIREMENTS ARE IMAX(NOT-DIPPED DEPARTMENT FOR APPROVAL PRIOR TO FABRICATION.
<br /> GALVANIZED)AND SOT300(STAINLESS STEEL). FASTENERS FOR '•- a""�
<br /> PRESSURE-TREATED AND FIRE-RETARDANT TREATED WOOD SHALL BE ZMAX HOT FLOOR FRAMING: - $" (• �.4 °.aooia'o°ro ce s°Hvxo ic.iw".'a
<br /> DIPPED GALVANIZED IGISS),STAINLESS STEEL,OR SHALL MEET ASTM 153
<br /> PRO DE FULL DEPTH BLOCKING FOR JOIST AT THE SUPPORTS.FLUSH BEAMS(FB) ��'
<br /> REQUIREMENTS PER IBC SECTION 2304.95 AND IRC SECTION 3193. AND HEADERS NOT CALLED OUT ON THE PLANS SHALL BE 2)2.0.ALL4-
<br /> VE - -- -RTICALLY LAMINATED BEAMS AND HEADERS SHALL BE SPIKED TOGETHER WITH a -
<br /> (2EINFORCING STEEL: 16d NAILS AT b INCHES ON CENTER a tC�) �Y2) 21 A4
<br /> CLL REINFORCING gT FOR
<br /> SHALL BE PLACED IN CONFORMANCE WITH THE BUILDING cugRING WALL FR=.:INC, C
<br /> CODE REQUIREMENTS FOR REINFORCED CONCRETE AND THE MANUAL OF ALL DOOR AND WINDOW HEADERS NOT CALLED OUT ON THE PLANE SHALL BE f2)
<br /> STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION BY CRSI. -
<br /> DEFORMED REINFORCING STEEL BARS SHALL CONFORM TO ASTM A-&B,GRADE 60 2xS DOUGLAS•FIR 1LARCH-2 WITH ONE CRIPPLE AND ONE STUD EACH END FOR
<br /> FOR%AND LARGER BARS AND GRADE 40 FOR Mb AND SMALLER BARS.ALL OPENINGS 4 FEET OR LESS AND TWO CRIPPLES AND ONE STUD FOR OPENINGS
<br /> REINFORCING BAR BENDS SHALL BE MADE COLD,WITH A MINIMUM RADIUS OF 6 MORE THAN 4 FEET WIDE.ALL COLUMNS NOT CALLED OUT ON THE PLANS SHALL BE
<br /> BAR DIAMETERS(1'-1"MINIMUM).CORNER BARS(2'-0"BEND)SHALL BE PROVIDED (2)STUDS-SPIKE LAMINATED COLUMNS TOGETHER WITH led NAILS AT 12 INCHES ON
<br /> FOR ALL HORIZONTAL REINFORCEMENT.LAP ALL BARS A MINIMUM OF 48 BAR CENTER PROVIDE TWO LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER AT
<br /> DIAMETERS UNLESS NOTED OTHERWISE.UNLESS OTHERWISE NOTED ON THE CONTACT SURFACES BETWEEN WOOD AND CONCRETE.WALLS SHALL HAVE A SINGLE I SECT 1 ON 2 SECT 1 ON
<br /> DRAWINGS,REINFORGING WI
<br /> STEEL SHALL HAVE THE FOLLOWING MINIMUM COVERS BOTTOM PLATE AND A DOUBLE TOP PLATE.END NAIL TOP PLATES AND BOTTOM
<br /> PLATE$TO EACH STUD WITH 2-16d NAILS.FACE NAIL DOUBLE TOP PLATE WITH Ibd
<br /> CONCRETE CAST AGAINST EARTH 3 INCHES NAILS AT 10 INCHES ON CENTER.LAP AND FACE NAIL PLATES WITH 2-I6d NAILS AT
<br /> CONCRETE EXPOSED TO EARTH OR WEATHER EACH SPLICE,CORNER INTERSECTION.STAGGER SPLICES A MINIMUM OF 48 INCHES.
<br /> •'6 THROUGH-IS BARS 2 INCHES FACE NAIL BOTTOM PLATE WITH 2-Ibd NAILS.
<br /> S BAR AND SMALLER 1-IR INCHES
<br /> E-MANaJFACTLMD ROOF TRU99 9 p
<br /> T L�jI TRUSSES 6HALL BE PLANT FABRICATED OF DO K,LA$•FIR LARCH OR HEM-FIR &Na�(/ Ih�W�
<br /> L ES�H LLC RT'fi0 lW1PA GRADING RILES FOR WESTERN LUMBER, TRI168 MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS Ir/jLL ,M�8 q,p
<br /> LATEST EDITION.PROVIDE CUT WASHERS UNDER ALL NUTS AND BOLTS BEARING STAMPED,SIGNED AND DATED BY A WASHINGTON STATE LICENSED STRUCTURAL
<br /> AGAINST WOOD ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE ENGINEER SUBMIT TRUSS DRAWINGS TO THE ENGINEER OF RECORD FOR REVIEW Fs�.ly'71,�Jy 1i'ALL � �
<br /> TREATED PER PRESERVATIVE TREATMENT NOTE.ALL STRUCTURAL LUMBER SHALL AND APPROVAL PRIOR TO FABRICATION.
<br /> BE NOTED BELOW. SPECIAL CONDITION$: j CD
<br /> 2x FLOOR 4 ROOF JOIST HEM-FIR a2----MMES.890 F'91 THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. / / >
<br /> 4.BEAMS DOUG-FIR/LARCH-1--Fb.850 P91 ALL DISCREPANCIES SHALL BEY TO THE DESIGNER OR ENGINEER THE aN,C°rjG (bk-
<br /> 6x BEAMS DCUG-FIR/LARCH�1--Fb,815 P91 CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AS REQUIRED UNTIL
<br /> COLUMNS DOUG FIR/LARCH M--Fb•1�0m PSI PERMANENT CONNECTIONS AND STIFFENING$HAVE BEEN INSTALLED.THE
<br /> LUMBER NOT NOTED DOLL:-FIR/LARCH•2--Flo•650 P51 CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL OPENINGS IN THE FLOOR, I NY1L
<br /> ROOF AND WALLS WITH ALL THE APPROPRIATE DRAWINGS.THE CONTRACTOR l Tvr-µAIL
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<br /> MISCELLANEOUS HANGERS TO BE 91MPBCN OR APPROVED EQUAL.ALL HANGER$ SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL BLDG.DEPT. ��
<br /> SHALL.M FASTENED TS WOOD WITH PROPER NAILS,ALL NAIL HOLES SHALL BE REQUIRED INSPECTIONS.DO NOT SCALE THE DRAWINGS.THE DETAILS SHOWN ARE C 4"�' --' fj� �r-IL<: y-MAIL i•-- f�T/I.'kl
<br /> NAILED.MACHINE BOLTS TO BE A-301. TYPICAL AND SHALL BE USED FOR LIKE OR 81MILAR CONDITIONS NOT SHOWN. �
<br /> STRUCTURAL NOTES c"' : `� Ltd �3iLL/AaJ4. t 2a A�zein'u
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<br /> 1. BASWIND SPEED 89 MPH we N 11 I ') W
<br /> 2. IMPORTANCE FACTOR IID p� ;> II - _ 'M
<br /> 3. EXPOSURE B v /�4� � a ---.. •� y Z
<br /> 4. PER ASCE(1-0$)TABLE 6.2 • �,{ ' II�II ,/�� t
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<br /> 5. KTZ-PER SECTION 65.1(ASCE 1.05)KTZ.1.0 W, _ 4If I `t
<br /> 9EISMiC:(ASCE-1.057
<br /> 1. SEISMIC IMPORTANCE FACTOR(IE IID)USE GROUP(1.0) NI L
<br /> Z. MAAPPB D SPECIAL ACCELERATION V-44--44 {
<br /> B. $1 .051
<br /> 3. SITE CLASS'D'
<br /> 4. SPECTRAL RESPONSE COEFF-SDs 1 SDI - - -
<br /> 5. SEISMIC DESIGN CATEGORY'D'
<br /> b. SEISMIC FORCE RESISTING SYSTEM"BEARING WALL"
<br /> 1. DESIGN BASE SHEAR-V•(F 9os/R) x WDL
<br /> S. SEISMIC RESPONSE GOEFF 3 SECTI ON 4 SECTION
<br /> 9. SEISMIC MODIFICATION FACTOR TOR 5
<br /> -R•6
<br /> 10- ANAL919 PROCEDURE USED"SIMPLIFIED"(ASCE 12.14-11)
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<br /> Sm, FV X V•1.0 X 0.51•05t No. Ramal k5 Date
<br /> $Ds.(2/3x 125•0933 p
<br /> •SDI (2/37)x 051 034
<br /> V•(F W61 RJ x WDL teA J 1.1 x 0.83/6.5 O.Id o2a1i:� alL.
<br /> F.1.0 FOR ONE STORY ���''^^^V _� - ryAl-•t
<br /> F.1.1 FOR TWO STORY
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<br /> 12 FOR STORY 1 r.
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<br /> �Ir�rGa+ �G4}4 6Y-reef Sheet Narne:
<br /> l�llbat,1:t)- Structural Notes/
<br /> 7�r�l ,NSI ``s
<br /> Ata�u Design Criteria I
<br /> Structural Details
<br /> ascale:
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<br /> all=- I 6h'•Y/G4L x Project No: 12085
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<br /> Data: Jan 9,2013
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<br /> iucli D° Drawn By: WJB
<br /> ' Io ��/ Status: Submittal Set
<br /> LLA7ERAL I$ SEISMIC DESIGN CRITERIA s SECTION 6 SECTION r/I IS
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