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oEsicNcaireRia: w000FnnMiNc FLOOR TIES&HOLDDOWNS BIm M ! 6 lemliae:Wa�hl Jiab � ', I I
<br /> � STRUCTURAL SYSTEMS PRESENTED IN THESE PLANS HAVF BEF.N DESIGNED TO MEET THE ALL GRA�ES SHALL CONFORM TO"WWPAGRADING RULES FOR WESTEftN LUMBER,LATEST M1'u ` �"`o I Z � I� I � � I I
<br /> MARK STRAP NAILMG HOLDpONM �D NCHORAGE ANCHOR � �..
<br /> REQUIREMENTS OF THE 2012 EDITION OF THE INTERNATIONAL BUILDING CODE& ECITION" BOLTS �'�- .r� �+sa .x.��. I > �', V ''� "'
<br /> INTERNATIONALRESIDENTIALCODE. - �, �� � '� �� '�
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<br /> BEAMS(4%AND GREATER� DF k1 OR BET?ER STHD10 �i STHD'10 � (26)i80 N�A ' O i I ' ' . .
<br /> 4 DE31GN LOADS: PcSTS DF p1 OR BETTER I STHDIORJ SINKER , _ ��- �'� �' �"�� -"'-'� -' ; ,, '
<br /> sruos HFaz�sTuo � a .
<br /> LATERAL SEISMIC LOADS'. ANALYSIS METHOD:SIMPLIFIEO PROCE�URE ALL OTHER LUM6ER H�i2 OR BETiER - -' - �- �'� '� I ���
<br /> � le=1.00.SEISMIC USE i,SRE CLASS D, I �_ U ��, ' i '
<br /> GLUE LAMINATED TIMBER. . , N ' ' .� �
<br /> SEISMIC UESIGN CATEGOR�❑ � . �
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<br /> LIGHT FF:AME BEARING WALL wl WOOD PFNEL R=6.5 8 Cs=0.13 il LOGATE HOL�OWN AT tACM END OF SHEARWALI. o �, � .
<br /> x�.�i�s� r � . ..:�. ...:._. I '�.
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<br /> Ss=1.25&S�=0.40(PER 2002 USG:.=,MAP w/LAT.&LON.1 MEMBER USE SPAN TVPE SPEGIES GOMB SYMBOL Fbx+ Fbx- �)CRIPPLE NJA�L CONSTRUCT SAIr1E AS S.W ABOVE ` i '�',
<br /> 3)EXTEN�FOUNDATION AS REQ'�.FOR H.D A.B EMBEDMENT
<br /> S:a=0.8385:��=043,DE51GN8ASI::SHEAR=5.864 � �� � ��� i - �
<br /> BFAM SiMPLE OF/OF 24F V5 24�0 PSI iBSG PSI °I THREAOEJ R00 AN�COUP.ERAS REQUIRE� { ._
<br /> LATEFWLWIN�t.0AD5� WINDSPEED�110mph.E%POSUREE.GCo�=tO.iB.l4�=�GO 8=-S�f. CANTILEVER pF!OF 24:VS 2<00P51 24G0PSI k� �� ' ' ""�''^'>" -` � i�� 'I
<br /> ALL EX:EftIOR�ECK FRAPf.IhG AN�WOOD MEMBEft51N CONTACT WITH CONCR[TE OR W,,.eb �
<br /> VERTICAL LOA�S. ROOF LOA�S FLOOR LOADS h!ASONRY SHALI BE PRESSURF.TREATED.FASTFNFRS FOR PRESERVATIVE-TREATEO WOOD NOTE ..�. �� ri„�NN��n� � ��I ��, i I '��.
<br /> (WITH THE E%CEPTION OF STEEL BOLTS ONEHALF-INCH OIAMETER OR GREFlTER)SHALL BE FOR MONOPOUR CONSTRUGTION:IN LIEU OF THE REINFORGING SHOWN.THE FOUNDFlTION ya,.m., I�I ''� I I I �''
<br /> DEA�LOAD 15 PSF 10 PSF OF NOT-CIPPED ZINC COATED GALVANIZED STEEL STAINLESS STEcL,SILICON BRONZE OR MAY BE CONSTRUCTED IN ACCORDANCE WITH THE PROVIS�ONS AS OUTLINED IN THE 2012 -�•�� u ec„��a�+.Wnit�� � .-.��:..ay i i
<br /> COPPER.b1'HEN USING STAINI E55 STEE�OR HOT� IRC.SECTION R404.1.a 8 RC03.1.3.1 THESE PROVISIONS OUTLINE THE RE�UIREh9ENT5 FOR v.e�n� ��
<br /> LIVE LOAO N/A q0 PSF DIPPEO GALVANIZEO CONNECTURS.THE p�qlN GONCftETE FOUNDATION WP.LLS LOCATED IN SEiSMIC�ESIGN CATEGOftIES D0.�i 8 p2. . . ,C,�
<br /> SNOWLOA� 25PSF NA CONNECTORSFNDFHSTENERSSHOULDBEMADEOFTHESAMEMAiERIAL FOLLOW qSARECP.POFTHEf,O�ETHEFOUNGFTIONSHALLCOMPLYWITHTHEFOLLOWING: "' '� o,� ia?c
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<br /> h1ANUFACTORERS RECOtJMENDFTIONS F00.CGRftO510N PRCTECTION WNFN STEEL � u• � �`�W
<br /> SOIL AND FOUNDATION: HANGERS AND CONNECTORS ARE USED. 1 WALL NEIGHT SHALI NOT EXCEtD o Fr � uswr x ma • .
<br /> - �n
<br /> �., �IED OUT ON THE PLANS SHALL BE z UNBAIANGEO BACKFILL HEIGHT SHA�L NOT E%CEED e;� �� 'g},�� � �� � "�'� � N Fi N
<br /> OESIGN VAWES�. ALL�OOR AND YJIN�OVJ HEADERS NOT SPECIFI�AI.LY CA 3. MINIMUM REINFORGEMENT FOR PLAIN CONCRET�FOUNOFI IQN WALL SHALL CONSIST
<br /> i2i2xe�F#2NATHONECRIPPLEANDONESTUCFOROPENINGS6'-0"ORLESSANONVO "d°i"" '"9'
<br /> ALIOWABLE BEARING�. 2000 PSF N OF ONE NO 4 HOft120NTAL 8AR LOCATED IN THE UPPER 121NGHES OF OF THE WALL .,,, . .,___. �F'd°'^ �^• ua a y�
<br /> CRIPP�E AND O4E STU�FOR OP[NI GS MORE THAT 6 0"WIDE.ALL COIUMNS NOT � � �-]
<br /> SPECIFIGALIY CALLED OUT ON THE PLANS SHALL BE i2)2x(MATCH WALL S'fUDS)HGN2 NAILE� 4� h�INIMUM THICKNE55 FOft PL41N CONCRETE FOUNDATION WALI SHALl9E 7.51NCI�;cS � �
<br /> COEFFICIENTOFFRI TI
<br /> W �
<br /> C ON: 0.35 TGCEIHER PER STRUCTURAL NOTES EXCEPT THAT 61NCHES IS PERMITTED WHEN THE MAXIh1UM HEIGMT IS S FT.21NCHES `��m � , � _ ^� O�w
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<br /> ACTIVE PRESSURE�. 35 PCF��JNRESTRAMED) 5 PER R403.1.3.1�FOUN0.4TIONS`NITH STEM WALLS SHALL HAVE INSTALLED A MINIMl1M OF � a
<br /> QO PCF�,RESTRAWE01 SFIKE 1Ah11NFTE Zx4 COLUMNS TOGETHER WITH tGtl a 9"O.C.STAGGERED.LAM�NATE 2x6 '�NE NO.a BAR`.MTHIN 12 1NCHES OF THE TOP OF THE WALL AN�ONE NO a BAR �• �v.a., ue
<br /> PASSIVE PRESSURE 300 PCF �"
<br /> COLUM1INS TOGE?HER WITH(2;OFFSET RON5 OF 16o NAILS a 9"O C.�RIVE ADJACENT NAILS LOCATED 3 INCHES TO 4 INCHES FROM THE 90TTOM OF THE FOOTING. � ����' ' '�-�'-' �� c.o '�--��� s9.� ,
<br /> FROM OPPOSITE SI�ES OF THE COLUMN.EACH INOIVIOUAL STU�SHALL BEATTACHED TO �����
<br /> ALL FOOTINGS SHALL BEAR UPON UNOISIURBED SOIL OR COM�'ACTEO FIL�AT LEAST 18' ��o�� A. �� us.« a�.. ua �
<br /> BELOWFINISHEDGRADE TMEADJACENTSTUD. TableN4023.IfoM t ..,. � ; - � �k��, � _ \ U
<br /> ForSl foot. 30�8 ontnuou.n:�la1 -[. ntermed�[ f �
<br /> , g ww �F�eia. t..Mw u� � m
<br /> ALL WALLS SH�LL BE ADEQUATELV BRACED PRIOft TO ACKFILLING.COMPACTE�FILL SHALL PROVIDE�OUBLE TOP PLATES AT A4L WALLS ANO SIAGGER SPLICES A MINIMUM OF 48". t antl SM6C are m - ms.When' ulat'or�t'nttalled In a cavlty whlch Iti �"'� �� -'� - m
<br /> � N-val�esarem�n .11f .[ ..�+..•• � �"�� vov„e e.. r-� �. _- �� (7
<br /> ATTACM BOTTOM PLATE TO WO00 FRAMING BFIOW WITH 76d 12"O C UR HOLT TO �a � a Z r �
<br /> BE FREE OF OftGANIC MATERIAL ANO�EBft15.FILL SHNLL BE PL4CED IN A MAXIMUM OF B INCH � 1� h Ihe labe.or des'R���hickne�s of the insulat' th ssed A value ot the'nsWation Irom 9LLe w. ��� -
<br /> LIFTS ANO COMPACTEO TO A MINIMUM 95%OF THE MA%IMUM DENSITY AS DETERM�NED BY CONCRETE WITH ii�'DIAMETER ANCHOR BOLTS @ 48"O.C.EMBEDDED 7"MIN,UNLESS NOTEO � rs.��« � � m
<br /> ASTM D-�557. OTHERWISE IN PIAN OR SHEARWAL�SCHE�ULE o pc '�T o AI(11 a shall not be ess than the R- I p '('d�� the Iable ___ �, ., �-,�.- .,.� ,,, � Ue F W w J
<br /> il f ttvonUfactorcol�mnexcludessKylgh .�.h SHGC lumnappl'¢stoallglazedfenesha!�on. ����• �� F () w p �
<br /> NGN-BEARiNG:`fALLS 1.1UST 6E HELD AY'lAV FP,Oh.t TRUSS 00TTOM CHORDS WITH AN Lwuen w ouqs F.. (/1 � Z C rv y
<br /> CONCRETE t p �.Seyi'gh[s may be evclu�tl gl� '( �t $HGC reGwrert.en[z�CI' � Z. �; e�L��4�� N Q � � �p
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<br /> A PROVEOFhSTENERT01N5URETNATTHETRUSSi]pESNOTBFARONTHEWAIL. �M1 sh3 'neretheSHGCfors�ch kylgh tl d0.30. 4 „r.>-.�.... � ���-.� ^yl O F- Z rL'rt
<br /> CONCRETE SHALI BE OF TME FOLLOVJING 28 DAV 7EST STftENGTH AN�MIX " �f�/][L.� m�
<br /> CONNECWRSSHALLBEMANUfACTURE�eVSIMP50NSTRONGTIECOMPANY,INC-,OR � 10/0/21.+T8`meansR-10<om � nsul.,Yor. �iheextenorofinewall,orftl5o MeronCnuous j �
<br /> 1;F'c=3000P51 APPROVEpEOUNALENT.CONNECTOR55HALl8EINSTALLEC"ERMANUFACTURERS n<ulatinnor.chemienvrofrhewa:'I,orP-71.caviryincula,ionplusaNermal�reakbetwcvnthe>lahantlehr �`��� ��i3
<br /> 2)MAXIMUMSLUMP-4" SPECIFICATIONSWITHALLHOLESINHANGERSTOBENHILED. b' . [wallatMeinterorofthebasemenlwall.'30/li/21+TB shalibepe�mittedtobemetwiUR�13 - - w.��..+ �e.+wey.H... 6-8-i6
<br /> 31 MAX WATER/CEMENT RAT�O=0.53�,6 GALLONS PER SACK ty �iatian on[he�nteno�ot[he basement wall plus R 5 ront nuow insu ation on Ehe"n[enor o� ��� /\ �W�����
<br /> SO�IDBLOCKINGOF7'NOMINALTHICKNESSORGRFATERSHAILBEPROVIOE�ATENDSAND � �c.isuav-H3.
<br /> dj A11NI!AJIAENTf2AINEDAIRCONTENTSHALLBE4%x1% e tF�. II,']U,�13 treansRlOwn[�nuou I C no�ihznrenororeztererofthehomeorft. "�'� � � ��"��"��° ti��C�
<br /> S�INCORPORrTENOCALCtUMCHLORIDEADMIXTURESWHEREALUMINUMALLOVMATERIFLS ATALLSUPPORTSOFJOISTSANDRAFTER.INSTALLBLOCKINGORBRIDGINGATB'-0"OC.FOR � �-� a�rr�o-.�x..�wa zaxca..��.:- 7� �'.��
<br /> 53cavi � ntero•oft^eeasen�,e�twail.'�TB -"" ' u••�^.•,�d.t."- :�
<br /> FLOORJOISTSFN�10'-0"OCFORqAFTERSPROVI0E5QUASHBLOCKINGNEXTTORIhRJO15T Y�sula:�o.�at�'�e me�ns[hernalbrezXbelveen+loor;l�band sww�yrornrnwe �iiace_
<br /> AftE EMBEGDEO GasxmertwzL. ..._... .._.. ..._ ,' �
<br /> UN�ER ALL PERIMETER POSTS ANO COLU�ViNS CONSISTING O%A DOU9LE STUD OR GREATER ___ _ _ ' - y�
<br /> ❑ESIGNF'<=2500PSIWITHF'c=3000PSISPEGFIEOFORWEATHERINGPERIBCTABLE19042. gLOCKINGTOb1ATCNTHEARFiaOFTHEMEMBERABOVE.UNLE55OTHERWISESPEGFIED, °q-]� . . �.. It � � tl d.h...[etlsla�aigradetioo�s.SeeNG�1.19._. --�-"��i � �- � - �
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<br /> PROVIDE AN EOUIVALENT COL N ase�e-.��-
<br /> UM OR SOLID BLOCKING T PPORT OR FLOOR BE OW T
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<br /> OSU L A ��Thz��pna54 L q' ��.th M mnt. ��-. � �"
<br /> NON-SHRINK4000PSINON-SHRINKGROUTSHALLBEU6E..FORALLCOLUMN6ASEPLATES. ALLCOIUMNLOCATIONS. � ...--�. .,::...�.,,...
<br /> �9azempnt wall Ir sui t� +s not requ retl In warm-h�inVtl bcanons as aeflnea by Flgur'e ft30Y.1 and Table F °� C��
<br /> PROVIDE DOUB�E JOIST UNOER ALL INTERIORS WALLS THAT RUN PAR4LLEL TO JOIST nJ01.1 ����h,���'i,
<br /> PROV!DECONSTRUCTIONJOINTSATAMINIMUMOF20'.0"l'OMIIJIMIZETHEEFFECTSOF Ae:ms^rlphvcEnnt�yCodeCompilanreforAliClimpt Z ne.InWn.M1ngmr.
<br /> CONCRETE SHRINKAGE DURING CURING CONCRETE SHALl9E PROTECTED�URiNG CURING ORIENTATION. •Zeservtd. - ��'��
<br /> TO MINIMIZE EVAPORATION ANO MAINTAIN A MOIST CONDITION. - - - --�---- -"F t� � I t� -;wn[cd s C nQ.0 1.5' . �2'3 �{ "� ��y '''� �=
<br /> aiaEssH���No�ueeMee�aeowsraucTuanicoNcaereuN�esssPeaFicn��v TYPICAL NAILING SCHEDULE � � a es i i c e ai+.«�n�,T;nea�n,� oo�,:�„e � "� " --� ���'_�-_
<br /> APPROVECBYTHEDESIGNENGINEER,WITHTHEE%CEPTIONCI=[LECTF2ICALGONOUIT __ c lessuf.Fe,u[e�o. co s�laSio,iP-valuesnall6� � y�unore� E�eC N.4
<br /> permi:tEc tc be rPtluccE b han N-3 n �--
<br /> ' � [helocationswhtres[ructualsheathingisusetl[omaintalnaconsisten::oulsheathingtnickness. ini�pre��e�wniu.eue�s0u;rememewnrevmcapuvepaeeebrn�a„�co:nc�c�eme
<br /> �f OF REO'� � am minim�m Hiue.usbe in aaa�nen,e..ea en me are a�n�,w«.,.=,;n�.ae��a���^-_
<br /> NPICALCONNEC7IONTVPE FASTENER LOCATION 'ThesecondR-vaiuea I henmoreManhal(N>insulationi•.ontheinteriorofthemasswall, numberof:aeiuona�RensarcanscYetlm�xeaenbypnpmnu.vq;�n.n_
<br /> REINFORCINGSTEEL: FASTENERS II ppiesw
<br /> __'- '
<br /> �Lor ungle�aftEr m joist vaulted[z,Ings,the�uultt en may Ce'etlucxtl ro N 38.
<br /> REBAR: GRADE y.{P511 �i BtlCOMMON(or) TOENAIL �n!(nterm=da:afremng�tlenotesst3ndard��am�ngl6imhzsoncenterw;hheatlersrnsWatedw�tha w�,„,�, .,,;,,����.� ��•�.
<br /> __-_-__.. ..-_ ___._
<br /> , JOISTTOSILLORGIR�ER 3 3"x0'131"NAILS (STAGGER) ' (ft10� II'r - � �
<br /> �:&SM1IALLER C� 40 000 � ' L�Bi
<br /> '+58LARGER 60 60,000 j I g -ri Id��nb�_��n�alswrtnam-nimumaveragethrtknessoF3.5 c >ar..._ �,f�u:r. ,�ia�ion
<br /> 6RIDGIYG TO JOIST i 2 Ba COMMON forl TOENAIL FACH �- ' -- q Ja��e' J Facmr'
<br /> • COVER: 3"x 0.131"NAILS END fea�:2Re"�.
<br /> _x
<br /> „���.:s�,uLF�aor.,�.�
<br /> s �„ o.su
<br /> SO�E PiPTE TO JOIST Oft TYPICAL FACE �� Tabk HCO2.13 FooPnote c4uee ceiiea�n�mnsnc;c"• nn n�.
<br /> CPSTAGAINSTEARTH� ]" BLOCKING WALI.i B"O.C. 3"x0.13�"�ILS ' •h f� _.t 1 Ufactursshallbeo6ta�ned'ron .urement,caleua[ono�anapproveosourcenras �;�Q as � oezt:
<br /> EXPOSEO TO EARTH Oft NfEATHER- 2" � NA« �I
<br /> SLABS.W0.�LS AND JOISTS: 314" T07 PLATE TO STJD,OR STU� � :� �iN'���>��..c HqC2.1.3. V:W N'' 2�n� C c�b
<br /> BEAMSANOCOLUMN. 1-11Y' TOSOLEP�P,TE,^h'ALLi 3 7"x�.731"NAILS ENDNAIL �y aJ�
<br /> LqF q�L FIEID SPLICES 30�IHMETERS UNLESS NOTEO OTHERV.ISE.DOWELALL EXTERIOR � I Btl COMMON;or)
<br /> PROJECTIONS TO STFUCTURE bNITH 1F4 BARS @ 12'�HOOKE�INTO WALL. �UD TO SOIE PWTc i WALL) 4 , TOENAIL eeicw G�ce n's �,M
<br /> I � � 3"x0!31"NAILS Six`�4-ve+,.<seapL 1 o,z�•f� a
<br /> I--
<br /> BENOWALLANDFOOTINGBARSIB'AROUNUCORNER9.ORUSF.CORNERBARS. I DOUBLESTUDS.ORMULTIPLE . rae�e.Raoz.i+��nurameaAo2.i�Fowno.esnr.wGeaonaaae�n�a
<br /> LAM MEMBERS 8"O.C. 3"x 0.131"NAILS FACE NAIL
<br /> VJELDE�WIREMESHSHALLCONFORMWITHASTMAt85AN17SHALLBE6aoW1.4x1.0UNLE5S I _1 � EVMtlwMINpwltlne�wanOlwalemYyOwelilnO�a�JtawnM1ouses�a�hflnvGlnSectlonlUi.2ofll�e
<br /> NOTEOOTHERWISE PLACEATMID-DEPTHOFSLABANDPROVIDEONEFULLMESHOVERIAP i � xa.re+ve.�a�neememixem�sMan�w„Py,Wm,vmcF,,,t,�vo,,,nomt,a.iwoaz.aaem.�nie.2+n�
<br /> AT SPLiCES I DOUBIE TOP PtATES 12"O.C. 3"x 0.131"NAII.S TVPICAL FACE~. �opewMp mimmum numeeroicreens:
<br /> NAIL
<br /> -- Ln.smw o+.Nu.o u�m o3 ooMe.
<br /> sm
<br /> MANUFACTUkEDROOFTRUSSES: �i g�OCKINGBE�ENJOISTSOF i �-. , . � P�..���a--a
<br /> ' 3 3'x0.131"NAILS TOENAIL � �.Iesst�a .�c ,
<br /> RAFTERS TO TOP Pl4TE � ."a a'.�" . - � � +-. �_-.�=�r..
<br /> ROOF TRUSSES SHAI!BE DESIGNED BV AN ENGINEER REGISTERED IN THE STATE OF LZ,Neeiwnuweonp unn:1Sootnle
<br /> WASHINGTON ANO FABRICATED FROM HISIHER DESIGNS.TNE SNOW LOAO SHALL BE NOTEO RIM JO�ST TO TOP PLATE 6"O.C. 3 0.13t"NAILS TOENAIL a c�.�.�-�e�. '. . ua ..-,r.� . .v,_..i
<br /> UN�ERDESIGNLOADSANDVERIFIELIPRIORTOGABRICATION.'fftUSSDE51GN5SHALLBE [a.ta.peu.eninpun puur�a
<br /> SUBMITTED FOR REVIEW.6LOCK EDGES WHERE CALLED f-OR IM PLANS.hL4NOLF AND INSTALI - , -- owe p u�u u�c�eGep sax s a n
<br /> IN STRICTACCOR�ANCE WITH MANUFACTURER'S RECOMMFN�ATIONS. ppFT�R TO TOP PLATE RAFTER SPACING SIMP."Hi"CLIP FILL ALL NAIL Table Rt063Eumme
<br /> HO�ES PER�SIMP_�II rY
<br /> SHEATH-NG�. � ---- 1 �"'
<br /> JO15T TO RIM oAND JO ST ' ��6tl GOMMON�or) i a E fQ [
<br /> (" I < FACE NAIL
<br /> 3"x 1 1"NAIL
<br /> 0 $
<br /> 3
<br /> 1-Wk LS �'APARA? I (` d!1 P LT F F C
<br /> � ' E�SHEATH N�,2 6,E%OSURE,NAI OOU75ICE AGE O STUDS� I ��
<br /> ViITN Ba NAILS @ 6'�0 C.ALL PANEL EDGES AND AT 17'O.C.I!J FIEL�AND PROVIDE SOUD I � I 'c E k � L �
<br /> BLOCKINGATA�LEOGESUNIESSNOTEDOTHERWISEINVV� a. COMMONNAILS otl-2'x0.113",8tl-2:4 x0.13t".tOtl 3"x0.1q8") .2s . � . 1 �
<br /> N OR SHEARWALL SCHEDULE b. FOR ALl CONNECTIONS NOT SHO`MV.REFER TO IBC'.304.9.1,DETAILS AND SHEAR WALL L
<br /> 2)ROOF:7/15"APA RATEO SHEATNING,24I18.EXPOSURE NAIL'i O OUTSIDE FACE OF 2� A r a Ex+r. on 2� L M
<br /> RAFI'ERSiTRUSSES WITH Btl NAILS @ 6"O.G.ALL PANEL EDGES AND AT 12"O C.IN FIELD SCHEDULE L
<br /> ANC PROVIDE SOL I�BI.OGKING AT ALL EDGES UNLESS NOTED O7HERWISE IN PtAN OR �a nvFc 9c � N
<br /> �H AC`t �
<br /> SHEA.RWALL SCHED'ULE - --- 3.- L
<br /> 31 FLOORS.3:4"APA RATED SH�ATM!NG.24116.EXPOSURE NAIt TO OUTSIDE FACE OF JOISTS G � L Q
<br /> w,rH,eeNni�sae oc a��anNE�eocesaNOAT,z oc iNFie�onNOPRovioesouo� SHEAR WALL SCHEDULE s �p 1, �,�;,• ', L J
<br /> BLOCKING AT ALL EOGES UNLE55 NOTE'J OTHERWISE IN PLPN OR SHEAft1NALL SCHEDULE .-T.-__ '
<br /> � NAllIN4' JHEAR FLOW NAIIING DESIGN �e :n� �-� � '_5 �
<br /> GENERALNO7ES: � I r �' e �•�E : �Ene�gy c5 °12Dokwn 0.0 Y
<br /> �0 NOT SCALE DRAWINGS.USE ONLY WRI7iEN DIMENSIONS.THF CbNTRACTOR SHALL � SHEATHING I' EDGES BASE TOE NAII SILL PLP.TE BASE Total eredlte tA0 C
<br /> MARK FIELD SHEAR ^pixasereirtolabteh•iP621etcom I teo tlor,tlesc�i t C
<br /> VERIFYA:LDIMENSIONSANDALLCONDITIONSATTHESITECONFLICTSBEIWEENTHE COMMON �. pLpCKE� I PLATE RIM/TOP ANCHORS^ Pe P � p;ons �
<br /> DRAb'NNG ANU SITF SHAI.I BE REPORTED TO THE ENGINEER BEFORE PROCEEDING WITH THE! '� CAPACIT'
<br /> 4JORK , - --) THIS PLAN NJILL USE EFFICIENT WAT[R HEATING PER 58 TO 06TAIN 1 5 CRE017'S
<br /> " OSB 'i eo�8' ; Btlt812" 16tla8" � t6tl�A5' Y"mA.B.�a�, i I
<br /> REFER TO ARCHITECTURAL DW�.WINGS FUR DIMENSIONS,E�EVATIONS,SLOFES.DOORAND I SW� '� ONE SIDE " �.0 , O.C. O C. O.C. 48�0 C.8 150 PLF
<br /> WINOOWOPENINGS.FINISHESAN�OTMERNON-STRUCTURALIIEMS. ' ' ENDS
<br /> THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE DURING %e'OSB Ba @ 4" 8tl @ 12' 18d @ 5" SIMP LTP4 Y"e A.e.�
<br /> CONSTRUCTION AND SHALL PROVIDE TEMPORARY BRAGING A$RE�UIRED UNTIL All 5� ONE SIDE O.C. O.C. O.C. �Q 20"O.C. 37'O.C.& 350 PLF
<br /> PERMANENT CONNECTIONS AND STIFfFNERS HAVE BFEN INSTNLLE�.THE CUNTRACTOR ENOS
<br /> SMALL COORDINATE WITH THE BUIL�INf OEPARTM19ENT FOR AL!.BUI�DING�EPARTMENT �', I
<br /> RE�UIRE�INSPEGTIONS. I, SW3 i '��"OSB ', Bdl�3" i Btl�t2' SIMP.LTP4 SIMP LTP4 �0A'B'@ '�
<br /> I •�• I oNesioE oc o.c �is oc �s oc �2 oc a i 4soF��= G SCHEDU OSES
<br /> ENDS
<br /> THE�ETAILS SHO'.NN ARE TVPICAL ANG SHN�L BE USED FOR SIIAIL4ft CONDITIONS NOT .___.
<br /> SHONM. ' USE COMMON NAILS FOR ALL NAIUNG.
<br /> " ANGHOR BOLT WASHERS MUST BE 3"X 3"X 1l4"THIGK
<br /> PREFABRICATED ITEMS TO BE HANDLE�AND INSTALLEp PER MANUFACTURERS "• q�L FRAMING R'cCEIVING EDGE NAILING FROM AAUITING PANELS
<br /> RECOMMENDATIONS. � � SHALI NOT BE LESS THAN A SING�E 3-INCH NOMINAL MEMBER. REVISION'. 0
<br /> THIS DR4WING IS THE EXCLUSIVE PROPERTY OF THE ENGINEEH ANQ CAN BE REPRODUCE� DATE 6-8-i6 ���
<br /> ONLV WI i N THE PERMISSION GF THE ENGINEEft,IN WHICH CASl:THE REPRODUCTION MUST DRAWN BY'. TJM
<br /> BEAR THEIR N4MES AS ENGINEER. �
<br /> .____. . . __-. ..... _
<br /> SCALE'. ASNOTED
<br /> " PftOJECTNO: W4226 �
<br /> SHEET NO:
<br /> S1
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