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STRUCTURAL / GENERAL NOTES ROOF BLOMAS SPE/fED
<br /> A, GElNERAL 81E EXTERIOR N3EYATgfNs CONPDSITXXN ROOFING V
<br /> THE FOLLOWNO STRUCTURAL NOTES ARE INTENDED TO CLARfY AND SUFPLEMENT TIE WORC-0 CMWMS. 161 FELT
<br /> B. cocEs 6 srN+Mwos 7f16'OSB.SHEATHING W a
<br /> WIFMM OUILDOG CODE,(U.D.C.),199f EDITION/MEJ19,ACI SP-15/M.B.M.A.-MANUAL 2X VENTED i SCREENED BLOCKING y
<br /> I
<br /> O. LIVE LOGOS
<br /> ROOF(SNOWT•......•...•,..........25PSF
<br /> FLOORS............................. OPSF
<br /> STAIRS■Ex1T5.....................1(R PSF SAVE 7••�
<br /> n
<br /> MINEABLE PARTRIONS JPF. ... MIDETAIL ly O
<br /> WIND................................... w...60 MPH,IXP,•H•09.fT N0ASROM NMGON IONU - E�
<br /> SEISMIC ZONE N.B.C.2J12)........2
<br /> EARTIN PRESSURE 00 MF EQUIV.PLUG PRESSURE
<br /> D. SOIL S FOUHOATION MTA 5f6'O.WII. T W
<br /> 1. SOLI.DEARING V:FOVAAT1GN AND EXISTING FOUNDATION DATA NOT AVNUAOM FOR TMS DESIGN.
<br /> ASSUAEO SOIL RIMING CAPACITY`RFN FR. ROOF TRUSS
<br /> 2. EMEND ALL FOOTINGS OOWH TO UAISTURDEO SOIL OF THE SMCRTEO STRENGTH WRN AMINW.LM SEE CAM-SECTID(( S
<br /> OF,•-.-BELONG AwADENr E:NAOE.is r RFµiNd M bcl M•W q olrrill.bHW m NOH iw bµh)
<br /> ]. CENTEII ALL FOOnIDSIXI C(%.WNLS ND WALLS ABLE UNLESS SPECIFlCALLY ON•.:E.•.��N=9:0 OTlrtRWISE, A.'PSON N, 0
<br /> Fy,
<br /> •. COMPACTED RLL TO BE V.Ell-GRADED MM GIWMAR WM4 HOT MORE THUR S�P-sINO A 200 SIEVE. 1V
<br /> DOME!X 6 RATE
<br /> PLACE IN FINCH LOOSE LIFTS AW COMPACT TO We MGCJFIEO M 115ITY AT OPTIMl MOISTURE 10P
<br /> CONTFJNT. O
<br /> 112-Owe m ,�RN..
<br /> E, CAST-IH-PLACECONCRETE&MINFORCINq STEEL V.J
<br /> 1. CONCRETE OF TIE FOLL(NAW II6-0AY STRENGTH,5 SACK CEMEHTNT.'YO(MIN.2500PS1}MAX.6 CAL.WATER/ MIND AS SPEa ED
<br /> SAC( FOR
<br /> ALL STRIA:TLFIAL CONCRETE,IIKLIAItq FOLe WTIbNS Nro SLABS OR GRADE,MAXWVA
<br /> SIZE ATAREGATF 3/4'.MAXVAIM SLWP 4'.ADD MASTER GUILDERS FOZZOLIT14 PER wWRUFACTUiER`S 70 FELT D Q
<br /> RECOMVMETDATIONS TO ALL CONCRETE E CEPT FOOTINGS. CONCRETE FOR EXTERIOR WALLAS TO OE AIR
<br /> E-RAINEU(III[AIR). 7/16'OSB.SHEATHFIG J
<br /> •. REINFORCING STEEL ASTM A-6,6 GRAGE N0/6p. USE GRADE NO FOR TEMPERATURE STEEL,STIRRUPS, '
<br /> OIA@LS• DETAIL,FABRICATE AND PLACE IN ACCORDANCE WRN TIE LATEST EDITION OF A.C.I.• UAL I 2 X 6 RED 16'O.C.WAIL fRAI,.'Nti m
<br /> OF STrJ DPRACIICE•. SUGARM SHOPORAWINGS F APMCYJ PN ON ORTOFABRICATI . 3/f'T iDPLYWVOO -
<br /> 2. CONCRETE CP.ER O Mtt FORCtW STEEL(CLEAR DIMENSIMS}
<br /> SUSD 5Ds 2.6 SD LAE
<br /> MS S COLUMNS(T W S
<br /> NON•pO`OSED VERTICAL FACES.........1• 2 X RNA MIST h O
<br /> VERTICAL.FACESEXPOSEDTOEARTH ER WEAYR ...2- SECOND FLOM
<br /> BOTTOM CFFOOTINGS...................2• SEE FIODFI FRAMING PLAN I =p '0'SLADS-0H-0RADE(FROM TOP) ......III• V,., LAP A 0 O Q 2
<br /> LL FELL SPLICES 2.DIAMETERS WITH MRNLMW OF 12'. BENG OUTER WALL NA FOOTING BN15 12 -W N Z Z.
<br /> HNCII_ OR USE CORNER BAR%AT ALL CORNERS AND WALL INTEASECT1O 11. D011BLE 2 XIS PLATE S a J Q N
<br /> 6• PRM ON OETWOCTINUCUS 6}BMS W TCYOFFOUNDATIM WALLS AND W FOOTItgS.DOWEL FOUOATION h N w Z W
<br /> WALLS TOFWTlIG4 WTTH 6}A I•-0•LO-0ESR•O.C. EJBEO6'INTO FGOTING.NCSNEARREYSIREWNRED, 0- 0 Z D
<br /> 6. RE INF O2CE MOUF.O WLLL AW$lA0 OPENINGS WRH$ICES OF 12.OR GREATER WTTIN TWO 65 BARS O
<br /> TENDNG IN-9EYOA CORNERS ON ALL FOUR SIDES. MMM C E EMRA N DIAGONAL OAR,4'-0-LOG
<br /> AT EAON CORNEA. B14'OMB' 2 X 8 @ 16.O.G WALL rRAMNG U,U7 Y 2 j Q w
<br /> t 7. SLABS CNORAIDE.RMLSLBGFRA)EANGMOISTENSEFOREPOUR. SAWCU`CIUCXCOMROLJOMSWITMH
<br /> ■•/NOUNS GF POW M(INSTALL ZIP-STWP. LOCATE AT COLUMN LOSS.MAMMIM SPACING.--' FOR.- I Z RIN 3'J Z I.
<br /> NON-HEIIFORCED SLABS,.NO•FOR REINFCRCEO SLA65.(MIN R/F,t 1p-W f.S.SUPPORTED). )/2`OWJE Q z a Q J
<br /> 9. M BRATEALLOCNCRETE, SEGREGAnbN OF/.KTEAIALS TO BE PREVEMEO.TEST GYlIN0ER5 HOT REO'O,
<br /> 9. PLACE W FILL AGAINST FOUNDATION OR BASEMENT WALLS UNTIL FLOORS ARE IN PLACE,OR WALLS HAVE a=U.Q
<br /> BEEN ADEOWTELY FN M TO RESIST LATERAL EARTH PRESSURES. - I N]W O J 0 J
<br /> I CONCRETE SLAB Q IL p=N
<br /> F. MAsbfrY(NG SPECIAL INSPECTION) FLOOR 2 X B PRESSURE TREATED SILL z O F„17 ZO O O
<br /> ,. H0.Low,w•sbaY UNITS.F-IRA PSI C H LF S HALFC.M.U.I W/I1re it 10'ANCHOR BOLT 2-U cc(2-4
<br /> MORTM TYPE S,I PC,S LIME PVITY.4 SANG(U.O.C.). Z SIX OF r-S•O.C. N F M j- 02
<br /> W Ir.O a,:OLL
<br /> GROUT,9000 PSI PEA GRAVEL CONCRETE
<br /> (J SACK). I 0 W 0 0
<br /> 9, REINFCRCINQ STEEL,ASTM A-S,GRADE 40. - a Ir U Q a
<br /> 2. PLACE GROW IN LIFTS NO MOVER THAN••-0•. N O a K Q
<br /> .. WAu REINFORCINGN I g 1=W> O J
<br /> 6'WALLI.M VENT. N6.O.O..N WIRE HO6Z.JOM PLTIF 6.O.C. h a OC m O W f 1
<br /> 9•WALLS,N V[NR, •9'O.0„9/,6•DA.INORIZ.JDI/T RE11NF, 6.O.C.
<br /> MST. I."':•OB/RS IH CONKERS,WA,:.IMERSEC:.ONS,WALL EID.NGS ANO.'ROt,;O t>PEMNG], LAPALL -- '
<br /> JDINT ROW.I9 OK,IS. IAE CORNER BARS FOR OUTER flA+S IN EOlA BEAMS AND AT
<br /> IHIE,R CTIW WALLS, _ FIN MADE LINE J ,
<br /> 9. A4CI CRI iRIbS VENEEA TO WOOD FRAME WALLS WITH 92 GA•T/p••I•GALV.CCRJ1UlOATW WALL TIES _ -31 ,\ \h\All•.
<br /> M`0.0,BA.VARY WITH CO StAP40N N 19A NAIL. -- , ZIP:'\ W VERIFY i BATBFY LOCAL
<br /> O. TVA/ER FIAMINO r � 8.8 PEOU41 (Ti FOR FOOTING.•GRAVEL
<br /> 1. ALl LW SCR TO Y OMOEO►E1 SOOC W.N OP TIRE WElT COATT LLFASER INSPECTION S1.RUK A Is, _ " DEPTH SAM ON rIgST U E OUT"
<br /> WIDF NO.2 VCR JOISTS,RAFTER$•LIGHT IAM,IW,RLATES,ORACI W.W NO.,, FOR POSTS AND SEAALIL _ t)/4 CONT.AND
<br /> IOl1NDA1CN W/ + d u 6'0 PERFORMED FOOTING ORI1N, N
<br /> EF/OF I FRB•FOR STUDS. _.---
<br /> L GCMP.Y WRN LATEST EDfT1ON OF YM N,F.P.A,'NATWNAL DESIGN SPECIFICATION'AS MODIFIED W TK Ii L�TT.DUMB•0 1B'O.C. 61JMOUD FM141 W/PEA GRAVEL
<br /> LL '
<br /> U.B.C.FOR A STRl1CTIRN.TVMFA REQUIREMENTS. I
<br /> 7. JO STSNOR ERSTO/K 2'NW.TMCKSCUDSLOCKINOAT OR SUPPS. CONT.2 X PLATE 2r i1•4j UNDISTU.ED SEAMIO SOIL r
<br /> .. JC1 S TO OE AHCIKRED TO AMSOIM WALLS WTT 1, .X 111'.N0•SCML HMS(W a'/ S) MN. Tr
<br /> 0-0-O.C.MAX. NNALTOJ B OISTS ORUX NG]UWITH -II WO I-S, LEADER AS SPECD.
<br /> S. SP�ALL IAMIRATED MEA•pERi TOGET,IFJIW/,W IW LS BR2.O.C.SiTAOGEAED..SPLICE UMJfMTDYi HAIL SIEATERIO TO�
<br /> s. PRvrDE cur wwsNEAs FM ALL sa.Ts SGRING oN WTx2D. HEADER•r O.C.EW.- �.
<br /> T. NAUlOMIDEC ASl4EDOAMON LDOLTSL5. TYPICAL WALL SECTION Z
<br /> 9. GLUE-AMLNATED TIMBERS,DOIGLAS FIR,A,I.T,C.GRADING,CONMRATION 2NF-W FOR SIVPLE SPAHSR ••• •• S
<br /> 2W-MIFORCANTILLNAEREDWP S.OR1•CO,DRICHCFUSE. AAGGIEE:TTURAL APPEARANCE GRADE WT•ERE .... .. SCALE: 1/24 = 1'•0' g•
<br /> EXPOSED TO NEW.PAORICATION RANT A.I.T.O.INSPECTED•WIRAP INOMOUAL MEVDERS, SUBMVTSMOP ........-.I �- NOTE;
<br /> ORAVIINGS FOR MPRIWAL-JCR TO FABRICA"b. CO16TAl lE WAILS GREATER 1NAH Y•0'"EIGHT
<br /> 9. PLYW'000,
<br /> HOOF S JNO TO GE>r C-0 INT-APA PLYWOOD WITH EMERIOR GLUE,R.1.24A1(USE S-PLY N Tr
<br /> FOR PANELJZEO ROOFS), NNUNG 116.O.C.AT PANEL EDGES,W 012'AT IWME EOU.TE SUPPORTS. -'T� SHALL HAVE P.CD Ir EA-WAY VAATI m N�
<br /> SW OOANGTGSE2/N'C-0IRA-ARAPLYWOCOWITHIXT IORGUE,P•1.22/16. USETAOIFNO _ 1 LI •I CENTER OF WALL - V`
<br /> UHOQRLAYMENT,GLUE AAA NAIL WITH TW 06-O.C.AT PANEL.EOGE4.IW 0 TO`O.C,(%INTERNED.SLFPCRTTI,I II, = QV
<br /> 10. ME-FAMICATED TRUSSED MEMRWS TO W MSIGKO INY A WASHN -STATE LICEINSEO STRUCTUKL 1 I
<br /> Ef,*:QRANG INACCOROMCE WR1N REQUREA•ENTS SI .SV CONPLETY SNOP OMWIWS WITH �1,I tI 3M STUDS.MAL SIEATING IW"
<br /> ENGINEER'S SEAL FOR APPROVAL PRIOR TO FABRICAnaH. JiiJJ I TO EACH STUD II o o N
<br /> H. STRUCTLRAL STEEL • ' I 10
<br /> I. ALL STEEL,ECEPT TU131 W,ASTM A.59, PIE.ASTM ART.TYPE E OR S.GRADE S. TUBULAR 'I SME S� 111)2 X d FLAT
<br /> SECTION.ASTM A M-GRADER.
<br /> ALL BOLTS,ASTM AJOI/ASTM A-M,TYPE X. •F Rd NAILS a .O.f:.ALL
<br /> 2. ALL FADRICATIM.ERECTION AND OETNUNG IN ACCOROANCE VIRTU THE LATEST EDITION OF'1AAMAl OF APA RATED SWATHING. I �' 1 Wl 116.OAP,TYP.
<br /> STEEL CONSTRUCTION•OF ITIE AMERICAN 11$TRUTE OF STEET.CONSTRUCTION. 316•NRL 2010 EXP.1 •�� I I I, HEADERS ANO STUDS ; I TREAD ASSEMBLY
<br /> 2. ALL WELDING BV WABO CERTIFIED WELDMS IN ACCORDANCE WITH THE WELUNG I TGOCH•W TIE BOTH OUTSIDE AND L
<br /> NJERICANN WELDING SOCILTY. INSIDE FACES •ICI
<br /> ., ALL WELDS 2/16•MIN.CONTINUOUS F1lLET WELDS USING ASVA N,EmOt ELECTRODES.
<br /> p, PRMOE WASIEPS ON ALL BOLTED CONELT10N5. 1 L•� I. `_
<br /> 6. ALL STEEL NOT EMBEOOEO IN CONCRETE OR MASOdTY TO RECEIVE ONE SHOP COAT OF AN APPROVED •I I yCrl
<br /> PIMER PAIN.APPLY TWO COATS OF/ W ASPHALTIC PAINT TO ALL STEEL EXPOSED TO EARTH.
<br /> 1, FI RNI H COMPLETE SHOP OUAWTNgS POOR TO FABRICATION. J
<br /> ' SPRSON STEDIO OR EOUA � I I ICI I STRINGERS AS SPECS. \\ � ,,....II
<br /> I. MISCELLANEOUS EMBEDDED PRO COWETE ` Olga'
<br /> CONTRACTOR STALL VERIFY ALL SITE CONONIMS AND DIMENSIONS IN TILE FIELD. ZZ 11yGGY:1
<br /> 2. PRMOETEMPOtARIBRACDGASREQUIREDUNT'L ALL MW/ ENT CO+ECTIONS AND STIFFENINGS .I I• _ -- ' Vi11
<br /> HAYS DEEM WSTALlEO. }Ilr TYP. 'LI ` -0 LL„
<br /> 2. VERIFY STZE AND LOCATIw ONWOR OPfJONG91H FLocR,ROOF ANDWµLS,AAO GOORORATE WRN 1 2.2X PLATES.HAIL
<br /> v GCL
<br /> MECNAEAO•LAND ELECTRICAL IMM•, - WrOANCIIOR BOLTS.
<br /> .. PFiE-FAEIRXJ1TE0 REARS TO BE NIAINOU.EO ANO IN4TALLm PFA AKM1ArrLREA•S REev w.l:NMnws, EMBEDDED INTO CONCRETE SWATIUJO TO EACH
<br /> 1 �-TT 1 11 GRADE LINE i \ U
<br /> I, pErETAt CWfgN.TOR uaw-vEw.r wro ct2N• .. R`R2na.ce Aw AaA,RD+TIN1 EwFMOET awa. 1 I WHERE TREADS BUTT TO FIRM ALL pW. 10-AND COMD.10t5 SRGMI DE SNCCIFID 9Y CANER AND ALL LOAD DATA, )D`EABF4 J � I I COt. I I J� '�L- W Igo, , AND SIDE STRINGER,USE J
<br /> ORI06 OF SITE. DISTRRIIIiKN IAYOVT$IGLU OC PROJIOCD BV MFM.TYP. ��-9`4�-
<br /> MECHVRGSL sMscIDRAcrow,wu aRALI 1 CONCRETE FOUNDATION AS SPECIFIED SBNSOH TAlO,riP. Uzj
<br /> LYSIONER 9ALL 2E NOTIFIED Ol' OScRE- COIFORMTOTK REQWRFMEMs TIEGWREM
<br /> 1-1Es NTUW TO 6EGI-W REIATm WDRK, WA5101GT0R STATE ENERGY CODE.
<br /> 2. ALL--AORNT TEG ASSE"Su-S`MLL RE 6. IT 15 THE I-OF THESE DRA-MiS TO - i. it CITY OF EVERETT SHEET NO.
<br /> COCRGR,MTFD WTTH THE AS-BKLTC-ITT- RES-SPECU`ICALLYTOTIEREOKR w5 , REVIEWED FOR PERMIT
<br /> OlMeNS-S. LLCONTRACTORCIS. REGARDING OFTNELe6Ii`AOKLDINGCAWES.AI-ALL OTIQA 1OEXTERIOR STAIR DETAIL
<br /> ONRENNSIO:S,CLEARANDES.ND V.B.D.RFOKRE- RELEVAM CODES AID ORDINANCES.NN OLATERAL RESTRAINT PANEL DETAIL 6
<br /> MEMS. DISCRLPAlCIES,O.VSStONS,OR FMORS SHALL (
<br /> BE MOtG,R TO TIE ATTEMION OF TIE OESIG•ER M M
<br /> S. PRONECT ON,EA 51AL1 BE APFAtSEG BY THE FOR CtAPIRCARON W C IS 1.IIR REFIRE (FOR
<br /> 1 1�L =11-
<br /> FVRN1.lR4SAN G O10FALL FIMSHAMTEIWLI, OECINNt4THEWOLt,RISTIERESPINSIBIIITY 1I2'= 1'-0' (FOfi 2•STORY)AS PER U.B.C.9326.11.E , ASG7 9-7 OF 1p
<br /> FlANN4R45 AVp EQKPMEM,PWM TO AOQ U- OF TIE GEIFMLCIRRACTOi TO SEIX
<br /> �, .COID3 0/5
<br /> SR101 AND/OR INSTALLATION. CIARIFTGl10H OR CORAFLTION IF N6EOED, 5718 Commercial Ave K.[[EE LV �T/
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