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0.Joists to be anchored to masonry walls with tOga.X 1-1/2"x 10" STRUCTURAL NOTES
<br /> steel anchors(with 2"books)@4'-0"o.c.max.Nail to joists or
<br /> RLOO -DR blocking with 8-104 nails. Construction to meet International Building Code 2012/fEke.
<br /> � Pr rt_0OR.JOISTS 6.Spike all laminated members together with 10d nails @12"o.c.
<br /> staggered.Splice laminations at supports only. A.Live Loads
<br /> _ 7.Laminate two full-height studs to cripples under headers and block Roof/Snow Load-25psf
<br /> ' pOOF SUEATIm•G -_.-_ -- - -- _-. _- solid to bearing. Wind-110MPH.Exp."B"
<br /> .o a UAN. 8.Provide out washers for a6 bolts bearing on wood. Seismic-Category D.
<br /> 9.All nails should be common"ire nails.
<br /> VENT BLODK+p .1 r '�'n_ "'�m�' 10 Ci e-laminated timbers,Douglas Fir,A1TC-grading:combination il.Soil and Foundation Data
<br /> ,` a® 24F-V4 for simple spans;24F-V8' for cantilevered spans.Dry
<br /> DRP condition of use. 1.Design bearing strength 200psf.Coefficient of friction 025.Passive
<br /> _ ASA>tiIST 9MPSON LSTA11 Architectural Appearance grade where exposed to view. resistance=300 pct.
<br /> soy FOR N-I ���; w013'5 PER ROOF 9Hco 2.0 G OR EWAL Fabricating plant RITC inspected.W cofp individual members. 2.Carry all footings down to undisturbed soil,minimum depth=t'-6^
<br /> •24'oc 4 e„yjEApaN.LL SGHEDIILE .e.•oc UAN. SHEAR WALL
<br /> Ass PER LOLLERILENEL 8NE4FaLU'LL PER PLAT+ not Submit shop drawings Cor review prior 400 psition.1655 iv.wide unless noted.
<br /> f.1gARalALL TAEILE RI !: , .. ._..._.. . portion- _ �' -1 P•' C.Concrete
<br /> tl shall be industrial grade.(FB=< W i•Fv 5 i•
<br /> LAPPS'1 NOT, .,,.,„. UP PLATE NAILING PER -____..__.. 1A E-.8x10 6 pat;C 65Up t).
<br /> al
<br /> ON R1M JD•BT 1 s
<br /> LAPPED I 11PPER LEVEL EHECi 7.-L L- 1.to re-steel as shown in ACl Manual of
<br /> OR cc*ssO^I PLATE• • LAP E F s%+--ATN01 11.Plywood:Roof..24/sheathing se be 15/32"one INT-APA plywood with
<br /> 1,,,,,,,,•,• ,,�-,t LAPPED GJ Rp4•JOIST OR @,p �j !A exterior glhe,Y.L 2410(Use 5-ply for panelized roofs).NailingDetail,fabricate,and place
<br /> ,I�. eGTs'ION PLATE ��/",�`i��0'U'�! ®�0 W ed@ 6"o.c.at panel edges,8d@10"o.o.at intermediate supports. Standard Practice"ACI 315.
<br /> 4 GABLE
<br /> I Ra't JplsT OR t'AKG END 1�• 2.Concrete of following 28 day test strength.
<br /> ^�. Oriented Stena board of equal rtrevgtb may be substituted fora.f=3WU psi,5-1/2 sack cement per cubic yard,(no testing
<br /> _". ad A•c'o� =/v'r'-o" plywood.
<br /> �� required)
<br /> fSNEppATE PER PLAN - --- ROOF DR' 12.Pre-fabricated members to be designed by Washington State q )
<br /> LE L I Iw, BtJdG� licensed structural engineer and in accordance with requirements b.Precast walls P=3000 psi.
<br /> st4g
<br /> ASE PER LdJIER IP6EdR -4 �TABLE A35• - -LSrA t8-� TRUEStun. drawingsengineer's seal for _
<br /> 4pUALL TABLE FLOOR JOISTSc. Maximum Slump 4"
<br /> 0
<br /> a shown.Submit complete shop withd.Reinforcing fy 40,000 psi.
<br /> Ibd TN•tz'oc
<br /> 5-BATWING NOT i I is st✓Ep,TURY,NOT reuse prior to fabrication. 3 C
<br /> LAPPED ON PPI JO BT LAPPED OH RimPL pIST D4� I __-
<br /> w rt
<br /> �,, , over(Clear Dimensions).IIs 1-1/2".
<br /> OR CO MON � ' ow COMMON - .----
<br /> -,.. _,- - 71.' •�� a.Exteriorf ccs of wah2^.
<br /> ilia:.-.,, RIM JOIST OR BLK'G ��I� �
<br /> EDGE NAILIKa ' p�7g II li BtruMural Sted b.Vertical faces exposed to ear(
<br /> PER DULE5HEAALL e•Beaute of elevated slats ea clear.
<br /> SOHEDUASHEARWAN �_ ,�,�,.�. 4.La ail field splices 30 diameters.Bend wall and footing bars 18"
<br /> ad TN•s'x LSTA 24 1.All steel except tubing:ASTM A-36. P P
<br /> ' • �-ANCNOR BOLTS PER PLAN Pipe:ASTM A-53,type E or S,grade 40.Tubular section:ASTM around
<br /> ..• PER pLy,l • BLOCKII4 C' 1I A500,Grade B.All bolts:ASTM A-307/ASTM A-325,type X. all corners,or use corner bars.
<br /> I
<br /> 'O 1}1MPSON A24
<br /> GABLE ENS 3 1QQQ1RRRR EOU 2.All ion ofatiov,erection aed ons iruct in accordance with the latest 5.Dowel all exterior projections to structure with N4 bars at 12"
<br /> IMO
<br /> ER DETAIL SHEAR WALL edition of Steel
<br /> re of Steel Construction"of the American hooked iota wall.
<br /> SHEAR T-. . -._
<br /> ----- Institute of Steel Construction. 6.Place no backfill against foundation walls until floors are in place.
<br /> SDIST '2 3 WALL 3.All welding by WABO certified welders in accordance with" 7.Incorporate to calcium chloride admixtures where aluminum alloy
<br /> 'BLOCK.27067 \ materials are embedded.
<br /> SPACE. Welding Handbook"by tine American Welding Society.
<br /> F h l U N G ®IS II M n to 4.All weldsbe 3/16"minim➢m continuous fillet welds using ASW' 8-All wood forms used for concrete in the grounder between
<br /> LAS,E7OXXX electrodes. foundation sills and the ground shall be removed.
<br /> Cg
<br /> D.Excavating and fill
<br /> r HEADER PER PLAN. �!� 3/4"- t'-0" 5.Field burning of boles is not allowed without inspection by
<br /> • gd"3'OD ETD EMEND?O END OE PANEL _- _-__ __ _ -._ _._- engineer. I.Excavation and fill shall generally conform to IBC 2012 Chapter
<br /> _ 6.Provide washers on bolted connections. ISA
<br /> •
<br /> 7.All steel not embedded in concrete or masonry to receive one shop and Appendix J IBC 2012.
<br /> . - - coat of an approved primer paint.Apply two coats of heavy 2.Foundation,wall,and slat areas shah have all existing unsuitable
<br /> �i'Ifi�IIA■eat afuER S DE iF E PLSTD NOT asphaltic paint to all steel exposed to earth. Ffillo materials removed and disposed of off-site,and be excavated
<br /> ry Rotas waw siNKERS a 3` i OTHER EIDE END STUD _.- _. 8.Submit complete shop drawings for review prior to fabrication.panel materialtemaybe usedtive soilby Engineer or
<br /> i! down suiundisturbed
<br /> •
<br /> .>0'APART -.-_.-____.-.---- 9 p downth for fill
<br /> - __ _ .Metal roof deck fabricator to submit shop drawings showing Excavatedif approved En me
<br /> FULL
<br /> Geotee
<br /> 3'oe
<br /> BREAK sHEATHNG wRHM layout,welding pattens at supports,perimeter and side laps.ta•OF MIC-N'cIGHT!IF -um'APA RATED SHEATN e° -
<br /> �� RILL MIGHT FROM SILL PL � �"�� - Provide steel headers at all openings thought the deck to
<br /> NECESSARY).(2)CSE 3w . TO TOP OF ItDR Ll/0d.3'oc satisfactorily distribute the load to xupPortivg members.
<br /> BLKG OR(2)2z NAILED _ 4LL 5ND9 AND PLATES' atCu<wer_p➢,ptµ E.Wood Roof Trusses
<br /> TOGETF 40 W'Ind•3'oc ti.o oc FIELD NAasYa. is 'x1°Nm I IU.Expansion anchor installation per ICBG report No.ers. 1.
<br /> _ Siamese Epoxy grouted bolts per ER-4945. Shah r with t fabricated trusses.Design and fabrication shall
<br /> TO BLOC.AS
<br /> li. 1'
<br /> z-zw sTues ■III■I-I-I■I mer wnwm conform with the requirements of the International Budding Code
<br /> ,we -1 and Design Specifications for Light Design Plate Connected Wood
<br /> SINDN STRAP `41111ttxq..P_-°TE • Anchor Bolts for foundation only. Trusses published by the Truss Plate Institute.
<br /> NOLDdtr,t a•OONO sou smr. • 3"sq.washers,gaWanized. Engineering design and shop drawings bearing the scamp of a
<br /> � _ u'z • .82 koef.For11FM membersprofessional engineer registeredin the Stole ofWashingto➢and
<br /> VIIIA( 9 T'ooeo 3x members for stearwalls>390H/R. howingalldetailsofonstructionrequiredfuracomplete`� �tttt�ttt� wrroow Installnriou shell be submitted to the Architect forreview.(zJ v2'Ary-I-lo¢ I', h:' I7'r1' I ! -BOLTS 1 �.� -J �• Handers 2-2x6 Hp.interior bearing walls for DFH2 G]'-0"
<br /> - 1111
<br /> ��I' 3-2xer22x8typ.exterior walls walls'-0"
<br /> V LATERAL RESTRAINT PANEL r (unless or 2-2y22 noted onr plan).
<br /> 11111111111111111 "4 NTS - _..._
<br /> _. I. Timber Framing
<br /> ®_ __ _--- 1 �(X-Cf0-vA� SHEAR WALL AND DIAPHGRAM SCHEDULE _
<br /> o I?YR PLAN 1.All lumber to be graded Per Book No.16 of the West Coast Lumber
<br /> O W` L OPENING REINFORCEMENT ATISHEARwAL�L MARK ALLOW MATERIAL EDGE NAILING ANCHOR PLATE REMARKS
<br /> B4E�ay LOAD EDGE EDGE' FIELD BOLTS NAILING Inspection Bureau.: per
<br /> Not for joists,rafters and light
<br /> - MPSON 51110
<br /> BLK'GP
<br /> 2-2z STUDS e.r-n- framing,plates,bracing and 4^wide beams.DEC For post and
<br /> PER HOLLOW NgL0oueue4 J(gof 180 III v,"COX„ No kWh" 814012" Min.Ad: otter team.I�/DF stud fur 2x4 studs.
<br /> (OR EQ.)
<br /> PER PIAN - Floor 215 elf ?'."CDX No LUD(1a 10" lOtlHi10' -Ntin.std 2.Comply with a latest edition of the NEPA"National Design
<br /> p6R JOISTS PER _ Specification"as modified by the 1BC for all structural timber
<br /> FRAMING PLAN _ ono OWl Bd - Min.,I __ "-' _ leakage - m. a Joists an rafters
<br /> u 260 elf 'h"CDX Tel (oT6" BtlfaII2' .y`(tn48"16d�16' n std
<br /> __.__� AaIN.T SIZE 8:SPADNO hot _-_ -. supports: .. -- . --
<br /> requirements.
<br /> aa JJ,��,,, 3. 2 inch lumber be kiln dried• t
<br /> Y22' �Iy I6Re(t7 4 d k -W have 2^thick solid blocking a
<br /> aux. °"
<br /> PER SHEAR WALL scHEo. t,`I re ,,.,g,,, ala "• sv2 1 � all ° ' A35dz�
<br /> t2•MIN.EMBEDMENT 'y y ,pye d'swi0°t ma el rename Ma 00 .v.et,®rte ass
<br /> ° nwm+rau 1
<br /> A -.-..my h Iu,a the awes
<br /> oaccaabe er a'd'amru Wf^2� - t -e .tciii,
<br /> �S.-E•. 2-H CONT. requires OM rbwa twi see boa ,` 2 / -
<br /> �� 04•ME O.C.w+T. 06.11 Dotty- IR U. Se.DOMee to .➢-•��. A Il'/ M'N' PREFABRICATED FLOOR TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER
<br /> ��1� D e vondoxo Dot.WOO MN Da ax '°' n°"' FOR THE SPANS AND CONDITION SHOWN ON THE DRAWINGS AND SHALL BE
<br /> �yttI� tT
<br /> = z Lai( Ir11=n osi aoa , •
<br /> ;en7..M mama ..•,.w++-°�+ ? � 4 "� FURNISHED AND INSTALLED IN CONFORMANCE WITH THE MANUFACTURER'S
<br /> •
<br /> -'Lu1 AT CORNERS Lt _ ao.s .Ntan t➢ I H
<br /> 4 e lZ a� 4•a fiNG PNC �„esourdveadoste (MAI ...
<br /> f STANDARDS SET FORTH IN THE ICC REPORT NO.ESP 1774.
<br /> I��llrt�llar• ,,,•, , ,,,,,"p r.".. a TRUSSES SHALL BE DESIGNED FOR L/480 DEFLECTION.SUBMIT TRUSS
<br /> Il.11=11I11 1111 0 c o :eosa•`'"' ' 2•
<br /> C.OMPAGTBD 1:-'30.11=.,-11=1-_ ity --1l 11 '' "" ���'' / FRAMING PLAN TO ARCHITECT AND OWNER PRIOR TO FABRICATION OF THE TRUSSES
<br /> PILL2-H CONT. a�I. ,... ..,,,,. i.0 ,.„.; af� ,+ or CLR. ..
<br /> [FOUNDATION4511 DETAIL . L 1„.„4, L 4.,„ .
<br /> 2� 5 '� n $ j y- F4. GI1EF<Rl(PSG
<br /> gym,`, ...,. -__ - _ 4 WA 9320
<br /> x.74 iPvnavrmur,41'e .
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