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i <br />�17�1�_I�ill':� l �,I�it �"��� <br />2012 INT Rt�t¶ONAL BUILDING CODE <br />FLOOR LOAG <br />DEAD LOAD : 12 psf <br />LIVE LOAO� a0 psf <br />ROOF LOAD <br />DEAD LOAD: 15 ps( <br />FLAT RCGF SNOW LOAC: 25 psf <br />: SNO`7; EYPOSURE FF,CTCR (Ce)�. 1.1 <br />I SNOV! LUAD i��pOP,TANCE iACTOR (is)- � 0 <br />I fMER1.IAL FACTCR (Ct)� 1.1 <br />' ::'hJD DESIGId DATA <br />�9ASIC J+IND SPE�D�.. BS �tFH � <br />� % YdND rtdPORiA��ICE FACiCR Qw): 1.0 <br />' BUI�DING CATCGORY: II <br />;ar�D ExPOSu�E: B <br />i�. �(zt = 2A I�•:T�R�JqL PRESSURE COEFF!CiENT. 1�F <br />� e APPLICA�L< <hiND PRESSURE FOP. <br />CO�dPONEN�S aND CLAODi"�G: N� <br />�� SFSIN�IC DESIGN �ATA <br />. SEISMIC�I!dPORTANC� FACTOR� i.0 <br />�"tIS.CC USE GROUP: i <br />�� SPECTRAL R[5?GNSE ACC"tIERATION (Ss):128.29 G <br />S. SITE CLnSS�. 0 (ASSU'AED) <br />. SPECTRAL RESPO^15E COEFFi�IE`1TS (SDS):85.5^G <br />5 SEiSti'�iC C�SIGN CATEGORY: D <br />� c 9ASIC SEISA!iC-�CRCE-RESISTING 5'tS'E�.1: SfiEARY+ALLS <br />'. DESIGN BASE Srl"GAR�. SEE CALCULATIONS <br />i's SEISNiC RESP01J5� CCEFr"ICIENT (Cs): GA92 <br />9. RESPONSE :'�ODIFICATiCN FACiOR (R): 6.5 � <br />0. ANALY515 PROCEOURE USED: EOUIVAL[N i LATERi��_ <br />��,:CRCE PROCEDURE <br />' � �'�Pll�lG �U'��BER <br />j FPA'dING LU,!BER SHA�L 8E HE!+!-FIR PiO. 2. G'nADES ARE <br />;�'iCAL-UNLE55 OTHER�46E t<OTED ON PI,FNS. LU�lu[R TO BE <br />� �.'2%•DE 6�ARKED PER tVCLIB SPEGFiCa.TIONS. <br />�. STRUCiURAL SHE�THING SHALL BE APA RATED PLYWOGD, <br />ERPOSURE 1 Sf�FA1���NG CONFORtdING TO EIThER COIIMFRCiAL <br />�;;�rN0ARD5 P51-B3, FPA PRP-708, OR VOLUNTARI PRO�UCT <br />ISTi�NDARD PSF-92 PROVIDE ! Nli�i\1UA� OF �" EUG"[ UISTANCE <br />'�. � PlL NniLS AND �" FXPAN90Di JOiNT �ETISEEN Al: PANEI <br />fGGES. 1AINItdU�1 SHEATHING REOUIRE�dEryiS ARE AS FGLLOWS: <br />ROOF SHEAMWG TO BE �7" MT-A?A RAiEG ?LY`'l000. PI <br />� 48/24. NAIL IYITH 10a AlAILS AL 6" ON CEN7ER AT <br />I PANEL EDGES AND �2" Ou CFNTER �T iP1TERlAEDiATE <br />n�E�.�BERS. <br />SU� FLOOR�NC TO OE 3i�� TONGUE AN� GROOVE C-D <br />INT-APA R�TED PLYWOOD OR OSB YlITH EXTERiOR GLUE. <br />P.L 40/24. GLUE �tdD NNl V,1TH 10A NAILS AT 6" ON <br />CEPliER Af PANEL EDGES ANf] 72" ON CENTER AT <br />iN7ER1.�EDiATE MEi.f�ERS. � :RU55 PFR PLAtr-, <br />Bd �ry 6" �0/C INTO BLOCkR1G�� � <br />USE H1 CLIP CW EACH TRU551 �� ,..0 <br />(24" 0/C b1Ax) � \ ,,..�'•"�, <br />B PLL S�LL PLFi�S �F�%4L BE BOLiED i0 1`1E FOUNDATIOIJ WITH <br />5/8" NINRdUId DIAt:ETER OGLiS SPAC�D AT A IdF%II.IU�.I OF 4g" <br />GN CEFlTER BO'�_TS 1.!UST BE E6IBEDDED A MiNItdUM OF 7" IflTO <br />COtJCRETE OR I.IASOt�RY. SEE ?LHNS AND DETAILS FOR <br />SaECiFiC REQUieE.+En15 �'+HEFE t.�PLiCnpLE <br />9. Rlt! JGIST IS i0 8� llbb" LSL �'�R�I;1UI�. <br />t0 PROVIDE DGUBLE JCIST UNDER AL� PAR%•l'.EL Pt.k'i'iCN <br />'tlA�LS AND SOLIu BLOCHING UIJDER PERPE�:U�CU�AR PARTITION <br />VIALLS <br />�1. CONTACT TMIS OFFiCE PRIOR i0 6fAKING ANY CHANGES TO <br />iHESE DETFILS <br />GENERAL <br />1. ALL IdATERIALS AND 5';ORKAIANSHIP SHALL COIdFOR�A 70 iNE <br />CONiRACT CRAI'INGS � <br />2. DURING T}1E CONSTRUCiIC'N PERICD THE CONTRACTCR SHALL <br />eE RESPONS�BLE FOR THE SAF�Tv OF T?+E BUiLDiNG. TNE <br />CONTRnCTOR SN:.LL PROVIDE ADEOUATE SHORING. �RhCING, AND <br />GUYS IN ACCORJANCE P6 iH ALL NA'IGiJAL, STAT„ at�D �OC�.L <br />SAFETY ORDI!Jd.CLES. �N'I DEVIl�iICN NUST BE APPP.OVE� RJ <br />';lRIT!NG �'?���P TO ERECTION. <br />}. qi � �RECT;01: PROCEDUR:S SHALL CGMFORM iG OSN,4 <br />STANDARDS A.'�Y DEVIAiION !dUST 9E PPPROVED 9Y OSNA <br />PRIGR 70 EREC70."7. � <br />4. T?1E CCNTRACTOR SHALL BE SOIEL'f RESPONSIBLE FOR ALl <br />CONSiRUCT10'J PROCEGURES. <br />5 THE CCNTRAC70R SHALL BE RESFOtJ518LE FOR CGCRDRlPTIhG <br />'HE l'lORK OP ALL iRADES ANO SHAIL CHECK ALL GIMENSONS. <br />.�LL DiSCREPANCiES SHALL BE CALLED TO THE AT?EN?ICN OF <br />THE ENGINEER� ����0 BE RESOLVE� PRIOR TO PROCEEDI�:G VAiH <br />THE V�ORK <br />6 DRAVf,NGS INDiCAiE GEIJERAL AND iY"rICAL D�ihILS Gi <br />CONS?RUCT10�. 'hNERE COtlOITIONS l�RE fJOi SPECIfICP�_L:' <br />INDICATED 6UT aRE OF S��d�L4n CHARACTER IO DETAILS SHOY/�'J, <br />51l.!ILAR DFTAiLS OF CONSTRUCTION SHD.LL BC USCD SU�JECT TO/ <br />REViEW GY iNE ENGMEER. � <br />? ALL D[TAll.S DESIGNt.TED AS STANDARD OR T7PICi�L SNALL <br />OCCUR IN ADDi710N iV AIJY OTHER SPECiFIC DEinl� CALLED OUT. <br />P.. ALL RJFOR�1AilON SHON"`! ON THE ORA541NC5 r�EIqIIVE TG <br />�ViS71yC CONDITIONS IS-GIVEN nS THE 'CFST PRESFNT <br />rP10Y+LFDGE, f3UT W1ili0Ui GUAr'<ANTEL OF�ACCJRACr. K'NFRE <br />�CPJt.L CONDITICNS CONFUCT Y/IT}i Th�1E DRAYANGS, THF_Y SHAI� <br />8= REPORTED TO iHE ENGINEEH 50 THE PROPER REVISi0;d5 �J�%�7' <br />HE r.1nGE titOD�FICA�lONS TO CONSTRUCTIOtJ UETAl15 SHAI; <br />NOT UE IAAC[ P+IiHOUT PRIOR 'dlRITTFN APPROVAL BY illE <br />ENCWEER <br />.�, tdniLiNG SHP.L� COi�IFGR�d TO 1rBLE 23Cn.9.t OF TNE <br />Ni�RNATiOh:nL BUILDING COGE UNLE55 NOIEU OiHF.P,WISF <br />�.'C}I.!610N NAILS THROUCHOUT UNLESS NOTED OTHERW'IS"e. <br />�c. NO STRUCTURAL MEbtBER SHALL BE CU� GR NOTCHED UNLESS� <br />.'PECIFICt.LLY DET�II,Ef' OR FPPP.OVED Ir�l :';?iiIHG �Y TF1E <br />I��TnUCTURAL ENGMEER <br />� e. �RBYI�€ BRI�°�8�2♦z�izG�s1'12f5ER5 w'CL�48a�I=�r�^`�0�� �wTs <br />��� ALL BOlTS AND l.nG SCRE:45 BEARING ON IYCOD. <br />'. BOLT HOLES SHALL �E NOIdIPJAL OIAtdETER OF �OLT <br />I',PIJJS 1/�16" UNLESS NOTED OTHERI'lISE. LAG BOLT PILOi <br />�';C�ES SMALL BE PRE-DRILLED TO 60� OF. THE N01dINAL <br />��",.a!,fETER Of THE LAG BOLT UNLESS tdOTED OTHERwISE. <br />I <br />� <br />� � VENTILATION IdAY BE <br />REO'D AT BLOCKiNG. <br />PtALL 'EP. PLAN vERiFv �nETHGD W/ <br />NNIL SHE�.THING ENGIPIEER PRIOR TO <br />�INiO EA MEh16ER OF � - CON5T4UCTION. BIFD <br />TOP aLAiE BLOCKING 6 <br />ACCEPTA�LE. <br />2 ROOF/SHEARWALL CONN. <br />. �, � . <br />�� ' • .. <br />- -- - <br />._--- -- - � `19. <br />=C-__ . � � <br />I 1 �l <br />� . <br />.t <br />�I . --- ==_- -. <br />L' <br />I� <br />( U r <br />�� � � �. <br />u I � =�' �: ' <br />���i � � � � ; � <br />I JGI• ` <br />� J r1 <br />I I' I , � � � _ <br />�� <br />,, ;L � �� <br />.. , , Q a Y - i <br />•� C' C ; t <br />-�-i�_ o � <br />�� <br />-.. j a �, <br />i <br />7 <br />�' �i <br />�GOUBI� ipp pLAiE W/ EDGE NAiLI":G ��HOLDO�'+N PER SCNEDULE U <br />� (SiAGGER) AND PIAN (HDOB-SD53 � - <br />�t��SHEARWFIL EDGE M:.I!R:G A' ALL PANE: SHOWN) y ' <br />EDGES. BLOCKItiG AT ALL PhNEL c"DGES Q COORD�NATE A�L SiUD F��G ,�f <br />�,iHc"RE A?�UCFBLE PIATF. SIZES w/ SHE�+R:Y�I�.. -__ __- <br />�O[qGE r;A��.��NG TO HCLDOv�P� FOST (FU�L SCrEDu�E REOwP.E!.!EnTS i� ----- - <br />HE�CNT) STAGGER L^�TO�DOUBLE STUDS 0���� NAILING�TO BOSTS, <br />S'`� S iUDS Cd 16" GN CENTER � TP,:ld � STUDS.' PND N.ING � <br />I�PRESSURE TREAiEU 9L1. PI.ATE w7h1 SPJDS -_' <br />EOGE tikiUNG aND ANCHOR BCLTS PER ��J a=FPoNG STUD FOR i <br />SHEARwnIL SCr!EDuIE. HEADER , -- <br />� i0P PLntF 5?! iCE tJAiLtNG TO BE (8) 16d <br />SINKF.RS (h11N). 1-i.P 4B" !AINIIdUM. <br />C�NTER SP�ICE Ora STUD. <br />STD. SHEARWALL ELEVATION W/0 R1�1 <br />30" m <br />RE�tiR <br />LENGTI <br />F�O:! CORNCR <br />�'STI1D' INSTALLATION <br />!EB4R <br />CONE <br />REB�R <br />Drawn By CHRiS <br />Ch�cked E3y CHRIS <br />:.Date:t2-03-.13 <br />SDA JOB N� <br />%177 <br />STRUCTURAL <br />NOTES <br />S- � . � <br />