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PUILDING COUF_ <br />[Ol`L INTERNATIO�iPI_ BU�LDING CODF <br />�, [I.00R LOA� <br />� DEAD LOAD : 12 psl <br />I LIVE LOAD: 40 psf , <br />�ROOF LOAD <br />� DEAD LOAD: 15 ps( � <br />f':.T ROOF SNOW lOAD: 25 psf <br />�SNOW EXPOSUHE FAC7pR (f.e): 1J <br />ISNOW LOAD IMPCRTA�JCE� FACTOR Qs): 1.0 <br />iHERMAL FACTOR (Ct): 7�.1 <br />; 'NIPlD DESIGN DATA <br />i L BASiC W1ND SFEED: 85 MPH <br />I"l. 1YI4D IIdPORTANCE FACTOR (Iw): 1.0 <br />� eui�oiNc caTecoRr. n <br />I� 3. vlND ExPOSURE B <br />� 4. KZt =:.0 INTERNFL FRESSURE CO[FFICIE�IT: NA <br />o. APPI.ICABLE 1'�1ND PRESSURE FGR <br />COMPONENTS AND CI�DDING: NA <br />j SESIMIC DFSIGIJ DATA <br />'. SEiS6UC �!dPORTAI�CE FACTGR: 1.0 <br />' SEiSS'iC USE GROVp� I <br />; 2 SPECTRFL RESPONSE %�CCELERATICN (55):128.27, G <br />� 3. SITE CLASS: D (ASSUMED) <br />j ». SPECTRAL RESPONSE COEFFICIENiS (SDS):85.5°�G <br />' S. SEIS!dIC DESIGrd CAIEGORY: D <br />� E. Bn$IC SEISMIC-FORCE-RESISTI�IC SYSiEtA: SHEARWALLS <br />� 7. DESIGN BASE SHEeR: SEE CALCULATiCNS <br />� 5 SE156�IC RESPONSE COEFFlCIENT (Cs): Q092 <br />I9. RESPO��SE �dODIFlCATiON PACTOR (R): 6.5 <br />10. ANALYSIS PROCEDUFE USED: EQUIVHLENT LhTERAL <br />�r'ORC: PRGCEDURE <br />�� RAMING LUMP_rR <br />t FRAAnNG LUMBER SHaLL 6E r.E�E-F�R N0. ?. GRnDES nRE <br />rYPICAL UNLESS OiHFRYliSE NOTED ON PLi.Ni. LUMGER TU L'E <br />�GRADE MnRKED PER R'CLIB S"rECIFICAitONS. � <br />'2 STRUCTURAL SHEATHING SHALL BE APA RATED PLYVlOOD, <br />!EXPOSURE I SHEATti�NG CON�ORldWG TO EIiHER COMMERC:AL <br />�STANDARDS P51-d3,�5PA PRP-108, UH VOLUNTARY PRODUCT <br />'� STANOARD PSE-92. PROVIDE A MiNIMUAi OF ig" EDGE DISTANCE <br />'� G'J ALL NMLS AND J(�" EXPANSION JOINT BEIW�EN ALL PANEL <br />Ii:DGES. MINI1AUId SHEATHING REOUIRc'MFNTS ARE AS FOLLGVlS' <br />R00� SH[AiHING TO BE �" INT-APA RATEU PU'WVOD, "r.l <br />48/24. NAIL Y�9TH 10d NAILS :.T 6" ON CENTER FT <br />P,���EL EDGES nND t2" Gtd CENTER Ar iNTERlAEDIATE <br />�. id:1.1BERS. <br />SUF3 FLOORING TO BE� 3i" 10NGUE AND GROOVE C-D <br />INT-APA RA7ED PLYWOOD OR OS8 Y.1TH EXIERIOR GLUf., <br />P.I. 4B/24. CLUE �ND NAIL VdTN lOd tJNLS AT 6" ON <br />C[NTER AT PANEL EDGES nND 17" ON CFNTfR Ai <br />iNTER1aE0i:�IF- lAEMBERS � <br />H ALL S'�LL PLAfE` `Hl.LL BE: i3GLiE� TO THE FOUNDl�TION VnTH <br />5/B" MINIMU1d DI:J.IEiER �OLTS SPACFU Ai A MAxIlAUlA OF 48" <br />ON CENTER. BOLTS MUSi BE EIdBEDDED n MIMItduM Or" 7" IN70 <br />CONCRETE OR MASONRY. SEE PLANS AND DE7ML5 FGR <br />SPECIFIC REOUiREMENTS V.'HERE APPUCABL[. <br />9 RIM JOIST IS TO BF 11(�'4'� LSL MINIMUlA. <br />10. PROVIDE DOUBLE JCIST UNDER ALL PARALLEL PnRTIT10N� <br />YlALLS AND SOL�G BLOCKINC UNDER PERPENDICULAR PARTIiION <br />WnLLS. <br />lt. CONTACT (HIS OFFICE PRIOR TO UAKING ANY CHANGES TO <br />7HESE DETAILS <br />GENERAL <br />1. ALL MATERIALS l.ND WORKtAAN$HIP SHALL CONFORM TO THE <br />CONTRACT ORAWINGS. <br />2. DURING THE CONSTRUCTION PERIOD THE CONTRACTOR SHALL <br />BE RESPOIJSIBLE FOR THE SAFETY OF THE BUiLDI;JG. THE <br />CONiRACTOR SHnLL PROVIDE ADEOUATE SHORINQ BRACING, AND . <br />GUYS In ACCORDANCE WITH ALL NATIONAL, STATE, AND LOCAL <br />SAFETY ORDINANCES. ANY DEVIAiION lAUST BE FPPROVED IN <br />Y;RITiNG PRICR TO ERECTION, <br />3. FlL ERECTION PROCEDURES SHALL CONFORM i0 OSHA <br />STANDARDS. ANY DEVIATION lAUST BE APPROVED B1' OSHA <br />PRICR TO ERECTION. <br />a. THE CONTRACTOR SHALL BE SOLEL'f RESPOMSIpLE FOR ALL <br />CONSiRUCTION PROCEDURES. <br />5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATIHG <br />THE WORK OF �LL TP.A�ES AND SHAIL CHECK ALL DIMENSIONS. <br />ALL DISCREPFNCIES SH�LL BE CALLE� TO THE AiiENT10N OP <br />THE ENGINEER �.ND BE RESOLVED PRIOR TO PROCEEDiNG VIITti <br />TtIE wORK. <br />n. ORAVdNGS INDICATE GENERAI AND TYPICAL DETAILS OF <br />CO�JSTRUCTIO�L WHERe CONDiTi0N5 ARE N07 SPEQFICALLY <br />INDiCAiED BUi ARE OF SRAILAR CHARACTER TO DETAILS SHOWN, <br />SI611LAR DETAILS OF CONSTRUCTION SHALL BE USED SUBJECT TC <br />REV�EW 8Y iHE ENGiNEER. <br />7. ALL DETA�LS DESIGNAiED AS SiANDARD OR TYrICAL SHA�L <br />OCCUR IN ADDITIO"J TO AIJY OTHER SPECIFIC DETAIL CALLED OUT. <br />8. l..LL WFOR6IATION SHOYiN ON THE DRAlS�NGS RELATIVE TO <br />EyISTMG CONDITIONS IS GIVFN AS THE F3EST PRESENT <br />KNOR'LFOGE, BUi W1Tii0UT GUARANTEE Of ACCURACY, 157iERE <br />nCTUAI CONDiTi0N5 CON�I.iCT S�TH THF ORAYnNGS, iH[Y SHALL <br />BE REPORTED TO T}1E ENGINEFR SO THE PROPCR RENSIONS h1AY <br />6E MADE. IdODIFICAilONS TO CONSTRUCTION DE il,ILS SHALL <br />NOT BE MADC WITHOUT PRIOR WRITTEN APPRQVAL BY TNE <br />ENGtNFER <br />TRUSS PER <br />_', IJi11LMG SHALL CONFORM TO TABLE 2304.9.1 OF TH[ 84 �L Ci" �O/C INTO BLOCKING <br />WIERNA710NAL dUILDING CODE UNLESS NOTED OTHERWISF. USE HI CLIP C; EACH TRUSS <br />COMMON NAILS THROUGHOUT UNLESS NOTFD OTNFR\V15E. (p4" 0/C MAA) <br />s NO STRUCTURAI IA"cMBER SHALi. BE CUT OR IJ07CHED UNLESS <br />SPECIFiCALLY D[TnILED OR APPROVED IN WRITMG �v THE <br />SiRUCTURAL ENGWEER. � <br />�: �R�VIB€ 6+4��d!�+z�"�41�7EG�ERS kltL���1Seh��ek^'€�.NUTs <br />GF ALL BGLTS AND.LAG SCREWS BEARING ON WOOD. <br />7. BOLT NOLES SHALL BE NOMINAL DIAMETER�OF dOLT� <br />?LUS i�/16" UNLESS NOTED OTHERWISE. l�G BOLT PIf.OT <br />HOLES SNALL E3E PRE-DRILLED TO 60 e OF THE NOIAINAL <br />G!A6!ETER OF THF LFG BOL7 UPIL[SS NOiED OiHER14'ISE. <br />- � VFNTILATION AIAY BE <br />WALL PER P�t.N R���D AT BLOCKING. <br />1JAIL SHEATHRdG �ERIFY htETHOD W/ <br />INTO EA 11E�ABER OF ENGINEER PRIOR TO <br />TOP PLATE CONSiRUCiION. BIRD <br />BLOCHING IS <br />' ACCEPTA�LE <br />2 ROOF/SHEARWALL CONN. <br />�DOUBLE TOP PLATE W/ EDGE NAILING <br />(STnGGER) <br />�SHEARWALL EOGE NAILINC AT PLL PAN:L <br />EDGES. BLOCKINC AT ALL PANEI EDCES <br />wHERE nPPUCABLE � <br />�OEDGE Nt.ILING TO HOLDOWN POST (FULL � <br />HEIGhIT) S7ACGER WTO�DOUBLE SPJDS <br />�STUDS � 16" CN CENTER <br />�PRESSUHE TREATED SILL PLATE WITIi <br />EOGF NlJLING ANG ANCHOk BOLTS PER <br />SHEARWALL SCHEDULE. <br />�TOP PLPTE SPLICE NAIL!NG TO BE {8) 16d <br />SINKERS (fAIN�. LAP 4B" MI1JRdUM. <br />CENTER SPLICE ON STUD. <br />STD. SI-IEARWALL ELEVAT�ON W/0 RIM <br />Q NOLDOYIN PER SCHEDULE <br />nND P�av (HDQB-SDS3 <br />SHOWN) <br />QCOORDINATE ALL STUD AND <br />PLAit SIZES w/ SHEARWAIL <br />SCHt`DULE REOUIRE�dENTS <br />OO EpGE N41LWG TO POSTS, <br />TRIM STUDS, ANO KING <br />STUDS <br />�BEARING STUD FOR <br />HE�DER <br />�p,. rri <br />REBAR <br />LENGTf <br />F�20'A COF.NER <br />��'STFiD' INSTALIATION <br />� <br />REBAR <br />R corve <br />j REBAR <br />cn- __-- <br />N ,� <br />-. � .- <br />� o <br />'U rv <br />Q r� <br />� � <br />� �nn <br />e <br />Q a <br />'i xE <br />w � � u <br />� J N N, <br />�wm a <br />� m u <br />w ` <br />� �=QM <br />� � 's a �, <br />� rc�o3 <br />� <br />N W � ; <br />- om � ,,� <br />� 'ywc�v <br />� .> <br />� <br />CJ z <br />� o <br />L a <br />C/1 <br />z <br />C <br />I-- <br />L� � <br />(n Z <br />Q N = <br />m � ��^; <br />J � Q <br />Q S <br />� z <br />Y Q �� <br />i- -� 11 <br />W � LLi <br />� I- <br />i/� <br />�� <br />` <br />Drown By CHGi� <br />Chetked By CHRi ; <br />.Gate:12-03-1; <br />SDA J08 NO. <br />7� 77 <br />STRUCTURAL <br />NOTES <br />5-1.0 <br />