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B��i, 51rdG CODF - - - - � <br />20I2 INTERNAilOrinL 6U�l.D�IdG CODE <br />FLOOR LGAD <br />DEAD LOAD 72 psf <br />IIVE LOAp: ap ps( <br />ROOF I.OAD <br />DEAD LOAO� 15 psf <br />�I.A1 ROOF SNOW LOaD: 25 psf <br />SV01Y ExPOSURF FACTOR (Ce): iJ <br />Sd0'�! LOAD I�dPORThNCE FACTCR (Is): i.0 <br />rHeRMa� �acro� (c�p f.i <br />`,VIND DESIGN DATA <br />1. B�SiC 1'nND SPEED: 85 '.+PH <br />2. WIND IMPORT.4NCE FACTOR (PN): lA <br />BUILDING CATEGORY: q . <br />3. �'nND E%POSURE: B <br />4. Kzt = 2.0 INTERtJAL PRESSUP.E COEFFIC�ENT: NA <br />6. qPPUCnBIE Wir�D FRESSURE FOR <br />CCIAPONENTS AND Cl4DDINC: NA <br />s�siM!c �Esic�i �nrn <br />�. SEIS�'dIC I�'PORTFNCE FACTOR: 7.0 <br />SEiSNIC USE GROUP: i <br />2. SaECTRFL RESPONSE ACCELERATION (Ss):128.2; G � <br />�. SITE CLaSS: D (nSSU!dED) <br />4. SPECTRAL RESPOVSE COEFFiCI��liS (SDS):85.57G <br />5. SEISMIC DFSIGN Cl.TECGR�: D <br />6. BASIC SEISh1iC-FORCE-RESISiINC SYSiE�d: SNEARY/ALLS <br />7. DESiGN BASE S4EAR: SEE CALCULATIONS <br />8. SEISM1fiC RESPOYSE COEFFtCIENT (Cs): 0.092 <br />9. RESPCNS= MODIFICAi�CN FACTOR (R): 6.5 <br />10. ANAlY5i5 PROCEDURE U�tD' E�]UIVALENT LATERAL <br />FORCE PROCEDURE <br />FP,AMIt�JG LUM��R <br />1. PRA611NG LU�dBER SNALL BE HE`.1-F!R N0. 2 GRADt`_S AR� <br />TraiCa� ur.LESS OT�{ERv;iSE n�O�ED G�d PL�vS. LUr1EER 70 BE <br />GRADE '.1ARKED PER V:CLIB SPECIFiCATiOF�S. <br />2. STRUCTURAI. SHEATHING SHALL BE APA RATED FI.Y',�OOD, <br />EXPOSURE 1 SHEATHING CONfORA�ING i0 cITHER COMkEftCIAL <br />STANDARUS ?51-83, APp. PRP-108, UR VOLUNTARY PRODUCT <br />STAN�JARD PSE-92. PROVIDE A 1�tfNPdUM OF ig" EDGE UiSTANCE <br />ON ALL rJ<JLS AND �" FifPAtdS10�: JOIYT 6ETlYEEN ALL PnNEI <br />EDCES. a�iNiti�U�d S�iEnTFu��G REOU!RE�aEVTS nRE ti5 Fo��OwS: <br />� ROOF Si+Enir;wG 70� EE 3�" ir�r-nPn RniED P�rw00D. P.t <br />. CB/24. NAIL 1'rIT)1 10d NAILS AT 6" ON CE�dTER AT <br />. PAIdEL EDGES AND 12" ON CENTER AT INTERMEDiHTE <br />tdEt.t�ERS. <br />SUp FLOORMG ?0 BE ii" 70NGUE AIJD GROOVE C-L' <br />INi-qpA RAfFD PLYlY00D OR OSB \41iH EXiER10R GLUE. <br />P.I. 4B/24. GLUE ANQ NAIL WIiH 1pd NAILS Ai 6" ON <br />C�NTER Ai PANFL EDGES AND 12" ON CEMER �T <br />INTERUEDIATE A7EId8ERS. - � <br />9. ALL SiIL PLATES SHl.LL BE BCLTED TO iHE FOUfJUAT10N Y,1TH <br />5/8" tdiNllAUM DIA!dETFR BOLTS SPACED hT q!,1AXIMUId OF 48" <br />ON CENTER� 80LT5 �dUST BE E�dBEDGEU �;di�iRAUN GF 7" INTG <br />C0�^JCRETE OR M�SONRY SEE PLAtJS AND DETAILS FOR C <br />SPECIFIC REOUIREMENTS W,HERE PPPLICABLE. <br />9 R161 JOIST iS TO.BE I1/i4" LSL �ARJIlAUM. <br />10. PROVIDE DOUBLE J015T UPIDER ALL PARaLLEL PARTIiiO"d <br />1'lALLS AND SOLID BLOCKING UNDER PERFENDiCULAR PaRT�T101J <br />IVnLLS <br />17. C.OPlTACT THIS CFFICE PRIOR TO �dP.KRJG ?yY C�ANGES 70 <br />THESE DEiP.ILS <br />GF�JEP,AL <br />1. ALL lAATERIAL� APID \7GRKMhIJSHIG SaALL CONFGR',I TO THE <br />CGNTRACT ORAV:iF1G5. <br />2. UURING TH[ CONSTRUCTION PERIOD THE CCNTRACiOR SHALL <br />BE RESPONSIBLE FOR THE SAFETV CF THC BUILDING THE <br />CONiRACiOR SHALI PROVIDE ADEQUATE SHORIIJG, BRFCIIJG, AND <br />GUYS IN ACCORpi,NCE ':lihl ALL ldAiIONF�. SiATE, AND LGCAL <br />SAfETY OROIPJt.NCES. . ANY DEVIATION 1dU5T PE APPROVED RJ <br />v.RiTI�iG PRIOR i0 ERECTiOM. <br />}. aLL ERECTiO�d PRCCEDURES SHALL CCtlFCR�.1 TO OSHA <br />STANGARDS. ANY OEVIATION MUST BE APPROVED BY OSHA <br />PRiOR TC ERECTIOPI. . <br />a. THE CONTRACTCR SHALL B� SCLELY RESPONS�,BLE FOR ALL <br />CONSiRUC'ION�PROCEDURES. <br />5 iHE COhiRACiOR SHALL BE RESPONSIELE FGR COORDIflAiING <br />THE WCRK Of ALL TRAGES AfJD SHALL CHECY. FLL DII.fEN510�JS. <br />ALL DiSCREPANGES SHALI 9E CALLED TO THE ATTENTION OF <br />THE ENGINEEB AtdD BE RESOLVEO PRIOR TO PROCEEDING wITH <br />THE WORK � <br />6. DRAR'iIJGS INDICATE GENERAL APlp TYPICAI CETAILS OF <br />CUNSTRUCTiON. tSHERE CONDITIONS ARE NOT SPECIFICAL:.Y <br />INDICA?ED BUT ARE OF SUAILAR CHARACTER TO DETAILS SH01YN, <br />SIMILAR DEiAILS 0� COt:STFUCTION SNA�L 6E USED SUBJECT 7C <br />REVIEW 8Y THE ENGMFER. � <br />7. ALL DETAILS DESIGNATFD l.5 STFNDARD OR ?YPICAL SHALL <br />OCCUR IN �DDITION TO FNY OTHER SPECIFIC DETAIL CALIED OUT.- <br />8. ALL INFORMATION SHON'N ON THE DRAWINGS RE�ATNE TO <br />E%ISTING CONDIilONS IS G�VEN AS TIiE.BfST PRESEN7 <br />KNOIVLEDGE, 8UT vli1H0U7 CUARnNTFE OF-ACCURACY wNERF <br />ACTUAL CONDITIOPIS CONFLICf Yr1TH hiE DRAPJIPJGS, THEY SH���L <br />6E REPORTED TO THE ENCiNEER SO THE PROPCR REwSi0N5 r.+nY <br />BE IAAOf. MODIFICATIONS '0 CONSTFUCT�ON DETA:I.S SHALL <br />NOT E3E MAOF WITHOU7 pR10R YlRITTEN ApPROVAL BY THE <br />CNGINEER <br />TRUSS PER <br />3. NAILiNG SHAf.L CONFORI.� 70 TABLE 2304.9.1 OF 1HE 8d (L f" 0/C INTO BLOCKINC <br />INTERNATIONAL OUILDINC CODE UNLESS NOTEG OTHERPlIS[. USE lil CLIP �� EACN TRU55 <br />C0611.10�� NA11.5 THROUGHOUT UNLESS NQTED OTHER'��ISE. �Zq•• p�� ti��k� <br />a. NO STRUCiURAI tdE6�BER SHALL BE CUT OR NOTCHED VNLE55 <br />SPECiFICALI.�l DETni�ED OR �PPHOVED it� WRITING BY THE <br />STRUCTURAL ENGMEER. <br />�, 9R6"/I�€ 3�i(b��B.�z74»Z�:i5Y1P��3ER5 WCi��fiJMS�P��A�!'."�UTS <br />OF ALL �OLTS AND LAG SCREvVS BEARING ON �700D. . <br />7. BOLT HOLES SHALI BE t90h!11dAL DIA!AETER OF BOLT <br />'LUS 1N16" UNLESS IJOIED OTHERV,75E. LAG BOLT PILOT <br />iOLES SHALL BE PRE-DRILLED TO 60% OF THE NOMINAL <br />)IAA!ETER OF THE LAC BOLi UNLESS NOTED OTHERR'ISE <br />/t VENTILATION MAY 6E <br />l':ALL PER PLAf! -� p f'•EO'D AT BLOCKWG. <br />NAII. SHEATHING VEHIFY METHOD Yl/ <br />INTO EA MEMBER OF -� - ENGINEER PRiOR TO <br />TOP PLATE CONSTRUCTION. BIRD � <br />BLOCKWG IS <br />ACCEPiABLE. <br />2 ROOF/SHEARWALL CONN. <br />�DGUBLE TOP PLA1E W/ EDCE �:tiIUNG <br />(STqGGER) . � <br />i?�SHEaRv:ALL EDGE 'dAIL�NG A7 aLl Pt�NEL <br />FDGES. 5LOCHWG AT ALL PA�JEL EDGES <br />'ronERE APF�iCABLE � <br />�=1EDG� IJA!LRJG iO.HOLDO'7M PO�T (fUl.l <br />HEICHT) STAGGER INTO DOUBLE STUDS <br />'9 StUDS m 16" GN CENTER <br />(��PRESSURE TREAiED S111 FLATE V,1TFi <br />EDGE N„a1NG n.ND ANCHOR BOL75 PER � <br />SHEnR�:':.�L SCHEDU�E. <br />�UiOP PLATE SPLICE NAILiNG TO BE (&) 16d <br />SII:KERS (MiN). LFP »8" MINRdU!d. <br />CErJTER SPLICE ON STUD. <br />i ��� <br />�� '`� �r <br />� <br />�J _.._ _ . <br />d o <br />U �ri', <br />O �� <br />� � <br />� W'�c� <br />< <br />Q ai'xo <br />a <br />�o� u <br />C � n� �' <br />�wm a <br />W C� u <br />� Y � � <br />J <br />��\ U��� � <br />LJ O • ry <br />�y�;. <br />N J m T� <br />��n <br />O c� i,; � <br />� K <br />✓ <br />�HOlDO�'+N P�R SCHEDU�_E U z <br />AND PLAN (HD08-SDSJ � oz <br />5!�OwN) I � a <br />�CCORD�IdATE ALL STUD A�D � <br />PIFT' SIZES w/ SHEARWAL� � <br />SCHEDULE REOUIRE!dEYTS -� -- <br />QQ EDGE WFiLiNG TO POSTS, <br />. 7RIh1 STUDS, aND KwG <br />STU05 � <br />f�9EARING STUD FOR . - <br />HE�DER ��' <br />U C� <br />STD. SHEARWALL ELEVATION �1�/G Rl�vi <br />F�+G'.1 CDRN[R <br />O'STND' INSTALLATION <br />vi z <br />Q N = <br />m � (�j <br />v+ <br />J � � <br />Q <br />� l <br />Y`1 `= <br />>- - � Lt� <br />�� L�_ L�t <br />�. 1- <br />cn <br />w <br />� <br />Drown By. CHRIS <br />CheckeC -EiyCHR15 <br />� Date: 12-03-13 <br />SDA JOB N0. <br />%� %� <br />STRUCTURAL <br />NOTES <br />J-�.O <br />