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General Structural Notes
<br /> THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS
<br /> CRITERIA THE
<br /> Hazards by Location
<br /> I, ALL MATERIALS, WORKMANSHIP, DESIGN, Ata CONSTRUCTION SMALL CDWORN TO THE 15.PRESERVATIVE TREATED WOOD SHALL BE TREATED PER AWPA STANDARD UI TO THE USE RAILS-PLYWOOD(APA RATED SHEATHING) FASTENERS TO flRAYMNG SHALL BE Search Informallon @/E'I.IIEE
<br /> RUCTURAL
<br /> DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (2018 CATECBRY EQUAL TO OR HIGHER THAN THE INTENDED APPLICATION. TREATED SNOOD DRIVEN FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED, - 49 RII.
<br /> EDITION), FOR ABOVE GROUND USE SHALL BE TREATED TO AWPA U031L WOOD IN CONTINUOUS TOE41AILS SHALL BE DRIVEN AT AN ANLL£OF 30 DEGREES WITH FIE MEMBER AND Addrerr: 540992nd Are,E, t[YlAP8703.V5A
<br /> CONTACT WITH FRESH WATER OR SOIL SHALL BE TREATED TO AWPA UC4A. WOOD FOR STARTED 1/3 THE LENGTH OF THE NAIL FROM TIE WEER W. JWR
<br /> 2. DESIGN LOADING CRITERIA: USE IN PERMANENT FOUNDATIONS SHALL BE TREATED TO AWPA UC48. eoorainame: 47.94res2.•1u.lastoGz ' 1.. n447hkd Ave -salt.10-Sraltle,YIA 96.21
<br /> EARTHOUAIE. . . ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE a. ALL BOLTS IN WOOD M MdERS SHALL C04FORM TO ASTM A307. PROVIDE WASHERS ..vl,•„"_t r• t• Q.os+uana nten9�rK•eacoln
<br /> LATERAL SYSTEM: LIGHT FRAHEO SITAR WALLS, Vs-4.9 KIPS t8.FASTENERS AND TIIBF.R CONNECTORS USED WITH TREATED WOOD SHALL HAVE UNDER THE HEADS AND NUTS OF ALL BOLTS NO LAG BOLTS BEARING 011 WOOD. EIeYa9on: 7o n (,_;)
<br /> SITE CLASS, Ss=128, Sds=102, SH5, SDla58, CS•O.I57 CORROSION RESISTANCE AS INDICATED IN THE FOLLOWING TABLE, UNLESS OTHERWISE INSTALLATION OF LAG BOLTS SHALL WON TO THE NATIONAL DESIGN Ttm4.ta p: 2022.01-IIIia59.14.%52 owilkINS R,_1SfF°A-ASP,�•e'�Mi
<br /> SDC D(DEFAULT). Ie=1.A R=O.5 NOTED. SPECIFICATION FOR WOOD CONSTRUCTION WITH A LEAD BORE HOLE OF 60 TO 70
<br /> Iia
<br /> 'WOOD TREAIIEITT CONDITION PROTECTION
<br /> PERCENT DCOF 1tSHANK DIAMETER LEAD HOLES A sa,aad Tsve: se!smrc
<br /> NOT REQUIRED FOR 3/8'
<br /> 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, WOOD SMALLER TAG SCREWS. a.rrrmae ASCE7•t0 (i45 fU!a Seattle 9ypar.,cxJ72oc49e S1loder
<br /> TECHNIQUES, SEQA?LX•:S OR PROCEDURES REQUIRED TO PERFORM THE CONTRACTORS HAS AI AVNONIA CARRIER INTERIOR DRY 090 GALVANIZED a °('
<br /> CONTAINS AMMONIA CARRIER INTERIOR DRY C185 OR A185 HOT DIPPED OR oocumeni
<br /> WORK. FIE STRUCTURAL f3G]HEFR HAS NO OVERALL SUPERVISORY AUIHORIIY OR 19.WOOD FRAYING NOTES-TIE FOLLOWING APPLY LTXESS OTTFJtW1SE SHOWN ON THE
<br /> ACTUAL MD/OR DIRECT RESPONSIBILITY FOR TIE SPECIFIC WORKING CONDITIONS AT MIMS HOT-GALVANIZED PIMA% TIM Calepo,Y: II JJJ...
<br /> THE SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE PER CONTAINS ANYOHIA CARRIER INTERIOR WET TYPE 304OR53
<br /> STAINLESS Bae Hasa: Ode!u,fl n
<br /> CDNIRACIOR THE STRUCTURAL. ENGINEER HAS NO DUTY TO INSPECT, SIPIERVISE, A ALL WOOD FRAYING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED 10
<br /> CONTAINS AMMONIA CARRIER EXTERIOR TYPE 304 OR 316 STAINLESS n0ui
<br /> NOTE, CORRECT, OR REPORT ANY[EALTH OR SAFETY CEFICIENCIES TO THE OWNER, ACA ANY TYPE 304 OR 316 STAINLESS T MINIMUM STANDARDS OF THE MNfERNATIDHAL tWl[LD[A'C CODE, THE A]iC
<br /> CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. "TIMBER CONSTRUCTIDN MANUAL' AND THE AMC'NATIONAL DESIGN SPECIFICATION Basic Parameters
<br /> INTERIOR DRY CONDITIONS SHALL HAVE WOOD MOISTURE CONTENT LESS THAN 191. FOR NOD CONSTRUCTION'. MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL
<br /> 4. CONTRACTOR SHALL PROVIDE TEMPORARY ERACING FOR THE STRUCTURE AND WOOD MOISTURE OONII?TT IN OTHER CONDITIONS INTERIOR WET, EXTERIOR WET, AND CONFORM 10 IBC TABLE 2304.ID.1, COORDINATE THE SIZE AND LOCATION OF IS- V.I.. U..MPBen
<br /> STRJCIACCORDARALNCE 0OWIPWITH&E UNTIL ALL FINAL CTO ASCE
<br /> HAVE BEEN COMPLETED IN EXTERIOR DRY) IS EXPECTED TO EXCEED 191. (CONNECTORS AND THEIR FASTENERS ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. a$ 1.277 AICERBround,ro!:onfPE,Ed•02s) OWAwN:
<br /> ACCORDANCE WITH THE PLANS, YXtlFORM TO ASCE 37-1{ DESIGN LOADS ON SHALL BE THE SAC MATERIAL. COMPLY WITH THE TREAIMENT MANUFACTURERS JDT
<br /> SIRUCTtCES OWING CONSTRUC110M. RECOMMENDATIONS FOR PROTECTION OF METAL. B. WALL FRAMING:SH: L BE ARCHITECTURAL D.C. NGS FOR THE 312£IM ALL WALLS. s! 0.452 ACEAg•ounamo onfperod=l.0s) OEsmN
<br /> ALL STUDS SHALL BE SPACED AT 16' .C. UNQ. TWO S1lA)S MINIMUM SMALL BE 3DT
<br /> 5, DRAWINGS INDICAIE GE3ERAL AND TYPICAL DETAILS OF CONSTRUCTION, WHEREPROVIDED AT THE ETD OF ALL WALLS Ata AT EACH SIDE OF ALL OPENINGS, AND s.e 1.632 6^trmod•f•d.pecb.learel4,atlonla'ue atoct0:
<br /> CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER 10 l7,TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE'STROKG-TIE' AT BEAT OR HEADER BEARING LOCATIONS IN 2x8 HEADERS SHALL BE PROVIDED JEST
<br /> DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT 10 BY SIMPSON COMPANY', AS SPECIFIED IN THEIR CATALOG NUMBER C-C-2019, OVER ALL OPENINGS NOT OTHERWISE NOTED. SOLID BLOCKING FOR WOOD COLUMNS su, •nus sp!4a od::edspoc7ol -10
<br /> EQUIVALENT OEYICES BY OTHER MANUFAOTURERS WAY BE SUBSFITUTED, PROVIDED
<br /> REVIEW AND APPROVAL BY THE ARCHITECT AND TS STRUCTURAL INCA-ESS ALL THEY HAVE ICC-ES APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE SMALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW, PROVIDE CONTINUOUS sas 1071 Ilma0cselsm%odesgnsalnmozssA C5T'J
<br /> TYPICAL NOTES AND DETAILS SHOWN ON DRAWINGS SHALL APPLY, UNI-ESS NOTED SOLID DEOCKItG AT MID-4EFCH1 OF ALL STUD WAILS OVER IO'-0' IN(EIGHT.
<br /> OTHERWISE. TYPICAL DETAILS MAY NOT NECESSARILY BE INDICA1f0 ON THE PLANS ILIVINER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER FOR MAXIMUM LOAD s0� .0 NumMebe!ame deagn va'w e11,04 SA
<br /> BUT SHALL STILL APPLY AS SHOWN OR DESCRIBED IN THE DETAILS. WHERE TYPICAL CARRYING CAPACITY. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE ALL WAILS SHALL HAVE A SINGLE BOTTOM PRATE AND A DOUBLE TOP PLATE. D&1
<br /> DETAILS ARE NOTED ON THE PLANS, THE SPECIFIED TYPICAL DETAIL SHALL BE USED, WWUFAOTURER S RECOMMENDATIONS, RAIL TOP PLATE TO EACH STUD WITH TWO IN NAILS, AND TOENAIL OR EM NAIL 'So SoOm 11.4.8
<br /> WHERE NO TYPICAL DETAIL IS NOTED, IT SHALL BE THE CONTRACIOR'S EACH STUD TO BOTTOM PLATE WITH TWO 16d NAILS FACE NAIL DOUBLE TOP
<br /> RESPONSIBILITY TO CHOOSE THE APPROPRIATE TYPICAL DETAIL FROM THOSE ALL 2X DE CONNECTED TO FLUSH LUSH BEADS WITH'LUST SERIES JOIST OIST PLATE WITH I6d 0 12' O.C. AND LAP MINIMUM 4'-0'AT JOINTS AND PROVIDE
<br /> LHCERS ALL T2X JOISTS SM .
<br /> PROVIDED OR REQUEST ADDITIONAL INFORMATION. THE CONTRACTOR SHALL SUBMIT JOISTS SNAIL BE CWONO, TO FLUSH BEAMS WITH JEIGHT I6d NAILS 0 4' 0,C. EACH SIDE JOINT. AddlH0nallnformatlon
<br /> ALL PROPOSED ALTERNATE TYPICAL DETAILS TO THOSE PROVIDED WITH RELATED SERIES JOIST HANGERS. ALL DME-JOIST REAMS SHALL BE CONNECTED TO RUSH
<br /> CALCULATIONS TO THE ENGINEER FOR APPROVAL PRIOR TO SHOP DRAWING PRODUCTION BEAMS WITH'917'SERIES JOIST HANGERS. ALL STUD WALLS SHALL HAVE THEIR LOW WORD PLATES ATTACHED TO NOD ,name valare beecrtplon U%woNs.
<br /> AND FLEW USE. FRAMING BELOW WITH 110 ROWS Or I6d NAILS 0 12' ON-OEAIER, OR ATTACHED soe •nu•l $eldm!a 4ee6Jd caa9ary
<br /> F&K CONNECTOR STRAPS CORECT TWO WMERS, PLACE ONE-HALF OF THE NAILS OR TO CONCRETE BELOW WITH 5/8' DIAMETER AT1C{}OR MIS 0 4'4 ON-CEATFR
<br /> RENOVATION BOLTS IN EACH WAWA EMBEDDED 7' MINIMUM, UNLESS INDICATED OTHERWISE, INDIVIDUAL MEMBERS OF Fr 12 sd•omptfc.;'onradar at02s
<br /> 6. DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE ALL SHINS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIYW)AS BUILT-UP POSTS SHALL BE NAILED 70 EACH OILER WITH TWO ROWS OF 16d 812' r, 'n,dt 6to_pt_kcarmrad.atto$
<br /> COMMENCING ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING MEMBERS CONEECIED. ON-CENTER. HESS OTHERWISE NOTED, GYPSUM WALLBOARD SHALL BE FASTENED
<br /> CONSTRUCTION AS REQUIRED AND IN A NAWER SUITABLE,TO THE WORK SEQUENCES, TO TIE INTERIOR SURFACE OF ALL STUDS AND PLATES WITH NO. 6 X 1-1/4' CR: 0303 Coo-leol ofeak 102.)
<br /> DEMOLITION DEBRIS SHAH NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING IR WOOD FASTENERS TYPE S OR W SCREWS 0 B' ON-CENIER. UNLESS INDICATED OTHERWISE; 1/2' Cal 0.690 c.TC4,1 f,ak 110.1
<br /> STRUCTURE. LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON (NOVINAL)APA RATED SHEATHING(SPAR RATING 24/0) SHALL BE NAILED 10 ALL
<br /> EXISTINO FLOOR SYSTEMS TO 4D PSF, A. NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING EXTERIOR SURFACES WITH Ed NAILS 0 6' ON-CENTER AT PANEL EDGES AND TOP PGA 055 AICEO Peek 9-d V46%Mfob
<br /> SPECIFICATIONS: AND BOTTOM HATES (BLOCK W-SUPPARIED EDGES)AND TO ALL INTERMEDIAIE '- -"�'---"
<br /> 7, CONTRACTOR SHALL VERIFY ALL E)liSTING DIMENSIONS, MEMBER SIZES, AND FPaA 12
<br /> STUDS AND BLOCXING WITH ad NAILS 0 12. ON-0DLTER ALLOW 1/8' SPACING AT Sss pmp!:awCon fecnt el PDA
<br /> CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL 03USIONS OF EXISTING SIZE LENGTH DIAMETER ALL PANEL EDGES AND PANEL.INDS,
<br /> CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY ANO ad 2-1/2' 0.131' LAUD
<br /> MUST BE VERIFIED. TIE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND STRUCTURAL Ad 3' GAO'
<br /> ENGINEER IF EXISTING CONDITIONS DETERMINED DMING WORK VARY FROM THE Hid BOX 3-1/2' 0.135'
<br /> EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS.
<br /> 8. CONTRACTOR SHALL CHECK FOR DRY ROT Al ALL AREAS OF NEW WOAX. ALL ROT IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS, THEY SHALL MIT
<br /> SHALL BE REMOVED AND DAMAGED "IRS SMALL BE REPLACED DR REPAIRED AS NAIL SPECIFICATIONS TO THE STRUCTURAL ENGINEER(PRIOR TO CONSTRUCTION)
<br /> DIRECTED BY 1N,£STRUCTURAL ENGINEER OR ARCHITECT. FOR REVIEW Ala APPROVAL
<br /> ANCHORAGE ... .. ....... ::::::.: :................. ..........:... ::.... .....
<br /> q�7.o5W:-.._._..._ -__ :.
<br /> .... . ,, ...,
<br /> _ _� ... _.._...._. :... _
<br /> 9. EXPANSION BOLTS THIO CONCRETE SHALL BE'STRONG-BOLT 2' WEW ANCHORS AS ''' ;;1Bz1 ,. p 182.1 ',;; :,*,,q*N'ailfl:tgM. :7i^:tiMyir:117i.iy,1:..:�_ ::. .:' - SeIsmICReN[afH.HBC 20381ASCE.7_16I
<br /> MAhlWAC3URE0 BY THE S[IPSON STRONG TIE COMPANY AND INSTALLED 1N STRICT OGiQ.i::'Zo ...,IS/so.. 1.
<br /> CONFORMANCE TO ICC-ES REPORT MABER ESA-3037, INCLUDING MINIMUM EMBEDMENT .. .. .. 6XCT: �:. ::: '' : .. :WiXT• ::... .. ::: ..:t.......•' -.'.....•••• Selsmlc Cdlerla:
<br /> .�::G 'C:'.. .. ..
<br /> REQUIREMENTS BOLTS INTO CONCRETE MASONRY OR BRICK MASONRY UNITS SHALL BE •----_ ••W41nJow... __.�ti ,Boot,''• �.•..�_..__:_:: 447e110n...l
<br /> INTO FULLY GROUTED CELLS PERIODIC SPECIAL INSPECTION IS REQUIRED TO '' ''''' '••••'•' _ _'''' 1......... _ .._....._._....... -- - •• '• ocCUPANCYCATE00
<br /> AYI It
<br /> VERIFY AI{CGR TTPE. ANCHOR D]YLNSIONS, ANCHOR LOCATION, TIGHIF3IING TORQUE, ... -.:...::.. .... ." ;. ..•.... . .... ... lMnoBruNCEFAcroA:to
<br /> [t :gr6ir.: :g.jMn.
<br /> HOLE DIMENSIONS, AMHCHOR )7GEDMENT, AND ADHERENCE TO THE INSTALLATION •••' �'�
<br /> ' '''' aDE C1A45 D
<br /> INSTRUCTIONS. ..... .. tBzi�.. .............IB21 .... A. ss Lor 0.657
<br /> ..a.� ....... ... .......... ...... . .. ....
<br /> h• 19 n Perlod,TY 0.180
<br /> PRD1[R Tf3lf:
<br /> 8 D. .. a,. ten 0`0.157
<br /> 10,EPOKY-GROUTED ITEMS(T}FIEADED RODS OR REINFORCING BAR) SPECIFIED ON THE ;PNET :8tb"•:..:::....::.. ..:..:: :.:..::.. ....,.......... .:.:..........:atO'i. .::: ,..... ..:..,.. 5r 0452 C,,,;0.471
<br /> DRAWINGS SHALL BE INSTALLED USING 'SET-XP' HIGH STRENGTH EPDXY AS ........................... ''t!Szt•' DePhllll s Retrofit
<br /> MANUFACTURED BY THE SIMPSON STRONG, TIE COMPANY. INSTALL IN STRICT .. ,.. •••''• ••••, ••' •••..• .,.... .::...• F,• 1.2 c,,,.,•a0t0 P
<br /> ' I x7i a 6cliai SuppoiNing Saippgiileig q.ih=Doora.iauglniul Rssl•SoorliasiiLsg'pTlitl'o6•isi' .:.:.. ..... F,= 1.85 ce,rban.9 C,0157 5409 South 2nd Avenue
<br /> ACCORDANCE WITH [CC-ES REPORT NO. ESR-2508. MINIMUM BASE VAIER14L ;1 .1. ..... ........................................ ..... .. .. . . ... .... .. Evefett,WashIngton 98203
<br /> TMUAIUE IS 50 DEGREES, F. RODS SHALL BE ASTM A-38 UNLESS OTHERWISE ••• .....•............ ••• ... •• 8s1m.B waaBm
<br /> NOTED PERIODIC SPECIAL INSPECTION OF INSTALLATION IS REWIRED TO VERIFY ; ; ....:;:.:::.'::.. ; -: ::: .; ;.: :::::: ... ...... no« IOL 8,01 s s n w bs
<br /> ANCHOR OR EMBEDDED BAR TYPE AND 011ENSIONS, LOCATION, ADHESIVE sao! zo n2o 22000
<br /> IDWIFICATION AIL) EXPIRATION, HOLE DIMENSIONS, HOLE CLEANING PROCEDURE, " ht 20 uw 22000 R.dw,d.ns9F*do4P• 10
<br /> ANCHOR DISEDYENT, AND ADHERENCE TO THE INSTALLATION INSTRUCTIONS. '... :: - .....:::::....'... .::: ............... .': ': . ::' ::
<br /> CONTINUOUS SPECIAL INSPECTION IS REQUIRED FOR HORIZONTAL AND OVERHEAD '•' •• ••• saseshedcv,.Y• 7034 Im
<br /> INSTALLATIONS. ... ::':: .
<br /> :�:. ..... .. :`)E'W6,SStokili 4: .. ....., .. sv bbs0o vm•.Tv. = 4924 !b.
<br /> IL CONCRETE SCREW ANCHORS INTO CONCRETE AND CONCRETE MASONRY LL411S SHALL BE :•�••.. .::: . . .......... ............. ,.. ......,.: .,.., .;: . ,.. ::': W.useMsmlclo.de,q; ainrr:
<br /> 'THEN ND' HEAVY DUTY SCREW ANCHOR AS MANUFACTURED BY THE SIMPSON •.over
<br /> �p py(9 wall V bs) W.II19 .IIb�fO Evergreen Selsmlc
<br /> STRONC-f1E COMPANY, INSTALLED IN STRICT ACCORDANCE WITH ICC-ES REPORT h'0. ....'I.... :'•.,.....,{tj d :. ..:'::::, .. .. ::':....:: '' .. .. :: NerlhE,lad« x4sz 1z_5 197 g
<br /> ESR-2713 (CONCRETE), NO. ESR-1056 CW), INCLUDING MINIM WBEWT �:::. ... •.:. CrAwhipg�!... .. ' 12825 184th Dilve Southeast
<br /> (( i�
<br /> So,41,Ed.rl.r 2462 195 126
<br /> REQUIREMENTS. SCREW ANCHORS INTO CONkAETE MASONRY UNITS SNAIL BE IN10 -••••.�'g 61 •• ••• ••••••• •• �•� � •• •••• . G G'J:...... ..... ..... wnt E,l.dor 24Gz Iso tGi Snohomish,Was131ngton 98290
<br /> .,. N: .. - .
<br /> .. . .... .._. Eut Eateder 2462 OS 37)
<br /> .'' .. ...
<br /> FULLY GROUTED CELLS. SPECIAL INSPECTION 1S REQUIRED. ::: .. .,. GXA... .........
<br /> WOOS :: ::::. :::::: :: .. :. .: .: .::... ::'.... ,: : ......... Sea pa.sonny
<br /> • ......... .. ... '1iS2,1 - .. Mor-AncharSp«1n9Fpi MIws aeUattAn6w OpUoas
<br /> 12,FRAMING LUMBER SHALL BE S-0RY, KD, OR 116-I9, AND GRADED AND MARKED IN wan 1!2•D.T1enN0 URFP Farp UE
<br /> CONFORMANCE WITH WOLIB STANDARD No. 17, GRADING RLRES FOR WEST COAST : :: ...:':: :::: ':''::::::: v:5 .:..... ...
<br /> �! O sN.Ah-.Ededor 09Inu 4BNo� 4BMoc
<br /> LIMBER, 2018, OR 11LPA STANDARD, WESTERN LUMBER GRADING RUES 2017. .•.•... •.•. .. - .. •. ..•. ...•.. hq: .�,�.:. . ::::: sou@Ed.d., 48I.oc 48hoc 4eNa hermit
<br /> FURNISH TO THE FOLLOWING MINIMUM STANDARDS: ai .I. .... ..... .................'.'... : .. :...: .. ....... w..lEdem, 48,roc 48Noc 4B N„C
<br /> GiOri:...... ..... .. ...N..Qo, 0. ......... ...... F AItAld.r Vt,n 48hoc 48 In oc
<br /> ALL STRUCTURAL WOOD DOUGLAS-FIR-LARCH OR!EW4IR NO. 2 .:Vi Gia .. ... .. .. : ... ........ f :. ...:.... : sHFIFY :
<br /> 13.PLYWOOD SWATHING SHALL BE GRADE C-0 EXTERIOR CLUE OR STRUCTURAL ]I � ,.'::. .. .•'.'. g : ::::.' '.' _ w-lA4balMt _
<br /> , ;.... 1,sa.1..�„...:;...:�1152.}::........... 1rsz.i::..... ... Its Retrofit Plan
<br /> ..............
<br /> EXTERIOR GLUE IN CONFORMANCE WITH DOC PS 1 OR PS 2. ORIENTED STRAND BOARD ..... •••S® ......... ..:g Dl,.` ..,..S Ot.... . a........ .. _ -
<br /> OF EQUIVALENT 1H1CIQffiS, EXPOSVRE RATING AND PANE(. INDEX MAY DE USED IN •- •• •. ••••..•.•••... Yi9toim�..•• .., .,T .•. _ ..... .......... w•n Hbr3 Ed90 N311nB �n1o70 UP,�Iba TrIb597lbr He1Vo Lbs Hold M'.L+,/m11D ,
<br /> i „ t
<br /> LIEU UI AGENTPLYWOD. .,,, ,, '- - "-- :.: .'•• '•'. .• Nonh Ed.,ler 43 66.24 16 thtt 77 "1 MOVl tI'A
<br /> SONh En 'A
<br /> .39 ,4I7M1y7gkV. Bt O,s, .Vlp.lgw 5�D"- -1tiluAolr 3 a {Y7n'19tY I ..... .. •, Vlesl E.teA« 43 Ed,i Ib rop 697 1197 0 W. fI'A
<br /> 1 WALL SHEATHING SHALL BE 1/2'(NOMINAL) WITH SPAN RATING 24/0. ......... n ••. •. ••.... ... ..... ... .......I• . ... ..•... ....• ...... EutEdaMr 6.5 edY2 461nCS x07 a xsz aou2 Ern uuEt
<br /> • 13X'[';.... ': .EXT............. .EXT.. :EX'T•.; .. ...... ..... ......
<br /> DePls(1(lp9 Retrofit•: •••• ... ., ... ..... ..• N,T,S•
<br /> PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN JOISTS/1RUSSES AT '.. :b105S2.fdAvO': .. .. :: •. •.. .• ... DAM'
<br /> ...
<br /> .... ..... 30^�Pon ls'Jlllel 1� 77^.Ibn�.1Yan 71el ,.........�...:.:....::. .:.
<br /> 11MLE0CKED ROOF �EAINING £OCfS, ALL FLOG SHEATHING EDGES SHALL HAVE .. .. ?'. ..� ..I... ... tit 0ate:t44•zo2z 3anUary 14,2022
<br /> EYeretW}NA'98207 `. x:a
<br /> APPROVED TSC JOINTS OR SMALL RE SUPPORTED WITH SOLID AIOCK[NG. ALLOW I/8' ,, •••' •' •'••••• •'' '•' •' '' •' •• •. Poa)ed..121G?2022L2 PuOIEcrNo: --
<br /> SPACINO AT ALL PANEL EDGES AND ENDS OF FLOOR At ROOF SHEATHING. •'' :.,.:::.''' '. :' :....:..''::':'':::'::': .': :' - ""'" 0es91 007 12169 2022-02
<br /> ......... .0..................... .. .. .. s�sat Cn.l smho:
<br /> REFER TO WOOD FRAMING NOTES BELOW FOR TYPICAL NAILING fEQUIREMEIITS. '. ..:... ..... ..••:.... •.:. .•:.• ... :. .'.. ::: :::..:. .••::....::':'::/.�'. ..'..
<br /> �.egal Deecrlpllont Becllon 5 Tmvssxltip 28 RaEdre 5 : : :. •.•• .: •SCIiIP!'TWlru S('111•aW'@6-:6, 'UUt
<br /> 14.ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE :::::':;:'::...SL1+>'Nep N1r'CQ1yN:OFT-P1tiT,LL'g1,7{Q27 t);Dj 1,OTQ•';••'•' '''''' • • '''••••'''•• '•' • ''' '' C
<br /> PRESSURE--TRATED WITH AN APPROVED PRESERVATIVE OR(2) LAYERS OF ASPHALT ••.� ... .• •. .. ..................[... v 1 •
<br /> IMPREGNATED BUILDING PAPER SHALL BE PROVIDED BETWEEN UNTREATED WOOD ANN, _ Retrofit Plan
<br /> CONCRETE OR MASONRY,
<br /> .9Y.
<br /> Sade:4/4'-f-Cr
<br /> N0: OF 9�{3:
<br />
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