1108 CHESTNUT CT 2017-02-03 - Laserfiche WebLink

- - -- - - - --- _ -- - -- -- - - - ---1 BUIIDING CODE: � ]0061MERNATIONAIBUIIDINGCODF SHEARWALL SCHEDULE (OSB) FLOOR LOAD: _�_-� . DFAD LO�D:17 ps( MqA1C SMEATHWG EDGE flEID SILL PUTE 8 BOTTOM/fOP � „ WE IOAD: �0�nl NAll1NG NNl1NG CONN.�FND PUTF CONN. f • ,� .�:oyonrrte ee�.•oic eaqiroic q•ow�.n�roicwi�n.��roKwia. o- � `� x"' ROOFLOAD: avururt �onoMrun I DFADIOAD: 15pd � %S:��x�K[ �s.•orc mOiroK K•ow�.�o�e•oicwii �omo�cwi . .- . _ ]�f1LLMR �onoMMn FUTNOOFSNOwIO.�D:45pd ��oy�„� eearo�c uoiro2 g�e��p�e•oicwi �n��s•o�cwi�. N SNOwIXPOSUREF�ROR�Cs�: 1.0 � e.o�r.Q uo�r� o.vuMn eortoaiun � ,� SNOW LO�D IMPOIlTANCE FAROR p��1.0 • TNERhUI fACTOA(C��:1.0 S • �U N O � N WIND DESIGN DATA: tn . � � 1.p/SIC WIND SPEED:85 MPM � P �i � Y.WINDIMPORTANCE FACTOR�M�: 1.0 SHEARWAII NOTES � = '� � BUItD�NG UTEGORY:II C o LL 7.WIND IXFOSURf:C 1.Al15TUD5,BLOCKING,TOP AND BOTfOM%AiES SHALI BE HEM•FlR NO.7 UNlE55 O1 � m s NOTE�OTNERWISE ON PWJS. ALL SHFAiHING EDGES MUST BE BACKED WIfM 7�OR �V1 � ''^ 1.INTEp1Al PRESSURE COEfFldEM:NA Q � 3 r WIDER FrtAMING�SEE NOTE N3�. S.APPIICABIE WIND PRESSURE FOR £ o COMPONENTS AND CIIDDING:NA ].SMFAIHING IMY BE INSTALLED ERHER MORROMALIY OR VERfIC,�1LY. ALL � L� � SHFi1RWALL SHFATIiING MUST IXTEND TO THE OU715DE EDGE OF ALL MOIDOWN POSTS ' ' � � ��('�'., SESIMIC DESIGN DATA: AND COIWERS,AND TO iME INSIDE EDGE OF FRAMING AROUND OPENINGS. ' • � � " ' •` 7 r � 1.SEISMIC IMPONTANCE FAROR: I A ' • � . • • • , ' iu SEISAIIC 115E GROUP:I 3. WHERE SHEATMING NAll1NG IS SHFARwALL/J AND GREATER ALL FRMIING . • � � 7.SPECTAAL RESPONSE�CCELERATION�5��: 175.0% MFMBERS RECFMNG EDGE NAILING FROM ABUTTII�G PANElS SMALL NOT BE 1E35 THAN ' � 3.SRE C1A55:D pSSUMED) A SINGLE 3-INCH NOMINAL MEMBER ADDfiIONALLY.N71ERE SHEARWALLS ARE N 1.SPECiMI RESiONSE COEFFICIENIS�Ss�:83.3% SHEATFIED ON IOTIi FACES,Al15ND5 AND PlA7FS RECEMNG EDGE NMl1NG FROM ��pf TaMrt wi�oot�uu�o ry��,00n,i �Ho�ovm n�wnwu u+o n,w Mooe��ov S.SEISMIC DESIGN GIFGORV:D lOTM FACES MUST EE A SINGIF 3•INCM NOA4NAl MEMBER OR PANEL IOINTS MUST BE H�ovM� - I 6.BASIC SEISMIGFORCE•RESISTING SYSIFM:SNEARWAUS STAGGERfD. IN FACM OF iMESE CASES 3x SNDS ARE REOVIAED UNIFSS SPECIFIULLY �SNIAtN�VI[UOf NN{MO�i 1ll�NI[l EDO[S. 7.DESIGNBASESHEAR: IB,Y3716� etoCuno�tN�rurtteooEtvncnunivau �C�owiw�tewisniowroMnLz[i�isr�Ww.vi NOTED OMERN'ISE ON TME PUNS BY THE ENGINEER, FOR SHFARWAIL 13 AND I1,A 4R sc rtou�c uou�ecw[rm � B.SEISM�C RESPONSE COEFFICIENT C��NA �lDG[WJl�NOIO MIXDONN 102i RULL H[qYlj ( 1 SIIL PIATE AMY IE USED IF TWO TIMES THE NUMBER OF ANCHOR BOlTS REpUIRED BY sr.cctR n+ro oouHt sivos mioci r�wur.a ro rasn,nwsruos,,wovHc stuos I I 9.RESPONSE MODIFIGTION FAROR�I�:6.5 TME SHFMWALL SCMEOULE ARf USED AND ARE EVENLY SFACED�SEE 4003 IBC SECTION �siuos�ie•p�c[rm� �s��y�pp��y p�� I I I I 10.ANALY515 PROCEDUfiE USED:FOUIV�LEM UTEW�I FORCE PROCEDURf 7305.3.10�. ��T'UTm vu n,�rt�rm�poE rwN+a I I I I FRAMING LUMBER NIDMICMqlO�RR�SHFM//Ni30�[WIE. L FRnAUNG LUMBER SH�LI BE HEM-FlR NO.Y, GItADES ARE TYPICAL UHLESS �' ��ALL fUIIING CRRERU IS lASED ON TABLE 9J06.LI OF THE INTEIWATIONAL Q ror Ma wrx wuunaTo rz rol��vnua I � i I OTNERwISE NOTED ON RANS. IUMBER TO BE GRADE MARKFD PER WCLIB SUIIDING CODf�FO0.CD%�OR REPORT NER�17�(FOC OSB�. VALUES ARE flti5E0 ON 1�� w�rwruruM urrrtxwtt a+sruD. . SPFGFIUTONS. MEM�FIR NO.1 FRµ11NG WITH COMMON WVlS. S.MOLDOWNSANDOTHERCONNEQIONSAUYBEREOUIRFDATTMEENOSOFMANY 7 S, T�EARWALL ELEVATION W�O RIM U 4.STRURURAL SHEAIHING SHALL 8E MA RATFD PIYWOOD,EXPOSURE I � y�.K•.i�a SMEATHING CC YFOAMING TO ERHER COMMERCUL STANDARDS PSI�83,APA SHEIRWALLS. SRES AND IOGTIONS OF THESE CONNERORS ARE INDIUTED ON iME � N PRP•IOB,OR VOIUNTARY PRODUCT STANDARD►SE•97. PROVIDE A MINIMUM OF PU'N5. REfE0.TO THE MPROPRUTE DETAllS ANO/OR HOLDOWN SCHEDUIF FOR W 3�'EDGE DISTANCE ON All N�IlS AND 1�E%PANSION IOINT BEf WEEN All PANEI �Drt10NAL INIORJMTION IIEGARDING ANCHOR BOITS,FMBEOMEM IFNGTM,EfC. � ; EDGES.MINIMUMSMEATHINGRFOUIRFMENiSAREASFOlLOWS: �'��1712«FAtUSEDASAHOt00WNPO5T,SHFARWALLEDGENAIUNGMUSTBE HOLDOWN SCHEDULE a V STAGGERED IMO EACH MEMBER Of TME POST. � ROOF SHfAiHING TO BE�Si�C•D IM-APA RATED PIYWOOD WRM FXTERIOp 'ro�Hano.+u rc�sr�o w�+ew rourm.nw; GtUE,P.I.7�/0. USE S�PLV FOR PANElIZEO ROOFS. NWL WIfF1 Bd NAILS AT 6' 6.ANCHOR BOLTS MUST BE EMBEDDED A AVNIMUM OF)'INTO CONCRETE OR O � GROUTED CMU,AND SHALL BE iUCED 70 PROVIDE A MINIMUM OF 7' COVER. PROVIDE MODEI �CMOR TMRU BOLTS OR EMBEDMEM/ MINIMUM � d� V � ON CENTER AT PANEL EDGES AND Bd AT 12'ON CFNTER AT INfERMEDI�iF 3'COVER FOR CONCRETE GSi AGAINST SOIL BOLi NAllShCREN'S SiRAP LENGiM EDGE DIST. � MFMBERS. snoenu w� ifV ieetawa+ ruueo �h' w ru � O 7.ALL MACMINE BOLTS SHALL BE/STM A307 OR BETTER. HILT1 KN1K BOLTS/SIMPSON ,_„ SUB FLOORING TO BE�'�TONGUE AND GROOVE C.D IM•MA RATED PLYWOOD smoioniu ssn�a Iae�ieeca.wori �p�r.�em ik• H� �u WITH E%TFRIOR GLUE,P.1.�B/71. GltlE M1D NAIL WIiN IOd NAllS AT 6'ON TREN HD BOL7SOF THE SAME DlM1ETER AS SHOWN IN THE SHFARWAIL SCHEDULE MAY � � BE SVBSIINTED FOR ANCHOR BOL75 IMO EXISTING CONCRETE. BOlTS SMALL BE Nwe�sov� ssme �m�sov�..�scmvs ]I;j•FMlFD iy,� H� ru W CENTER AT PANEI EDGES AND 11'ON CEMER AT INTFRMEDNiE MEMBERS. EMBFDDED A MINIMUM OF 5•INIO El(ISTING CONCRETE. t•o,vor rop � p NWI1.5057! w��•w,�,�� no,�oy:.7xK� �sF�o �r.• �o o• Q z O58 OF EQUAL OR GREATER SPAN RATING AUY BE USED AS A SUBSiffUTE FOR - V '^ P�I��cownONM CeNr[�UnwN CDX PANElS. B.ALL NAlli M!D CONNECTORS IN COMACT WITH PRESSURE TREAIFO WOOD I��EPf cs�i w. ��p CIIM S�M1��e• �n w H� N fOR BORITE 7RGTFD wOOD)MUSt BE MOT DIPPED GAIVANQED OR STAINLESS STFEI TO ��s �� 17�16dCOMMON M ��, ttwn�or�p.� � H� Q 7.NAIUNG SHALL CONFORM TO TABIE 7301.9.1 OF TME INTERNATIONAL ��ST CORROSION. coueu snro �dsT V W16o H�� I�eii.ecwwonw �, ttrrRRor+uw ru w� BU�IDING CODE UNLE55 NOTED OTHERWISE. USE COMAION NAllS q,WryERE IOd NAIIS ARE SPACED AT 3'ON CEMER OR 1E55,WJLS MUST BE 57AGGERED, ooueu sruo wm - ==-- TM0.0l1GHOUT UNlE55 NOTED OTHERNISE. �.NO STRUCTURAL MEMBER SHALL BE CUT OR NOTCHED UNL[55 SPECIFICALLY HOLDOWN NO fE5 Df1AllED OR APPROVED IN WRRING!Y TME STRUCfURAL ENGINEER. HOLDOWN POST. SEE SMFARWA4 DESIGNAiION• 1.AILTHREAD BOITS SHAIL CONFORN TO ASTM A307. HOLDOwN SCMEDUIF ��TM a SEF SMFNM'All SCMEDULE 5.PROVIDE PROPEQY SQFD WtiSHERS UNDER HFADS AND NUTS OF�LL BOLTS OR PIAN FOR MINIMUM snWlw,ul FOR FRNAING,NNUNO AND q.MINIMUM CONCRETE COMPRESSNE STRENGTH Pc�Y500 P51 AND U6 SCRENS BENtING ON WOOD. RHiUIREMENIS ANCHORAGF REOUIREMEMS 3.AlL HOIDOWNS REOUIRE A(7)1�POST UNLE55 NOTED OTNERN'ISE. HMDOI 1 b.RtOVIDE 7r7.��WISHERS AT All ANCMOR BOlTS. �ERIFY WITH LOUI �- AND HMDOII REOUIRE A 1.6 MINIMUM POST SQE,U.N.O. WHEPF HOLDOWNS Dmwn By:OPD lURISDIQION REQUIRFMENI3. -v�-='=-=: