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STRUCTURAL NOTES C <br /> (THESE NOTES ARE'mica UNH•SNOIROORDETAILEDOTMERwx1 OND1.WINDS) ENGINEERING <br /> ma .0 401 <br /> MORA MO <br /> WASAS1 NDIOX <br /> SVrf0E=e1T1OME xrt1N THE 11T gLBUIGS ARE IOxGCOEU 070KL30 fFOROxivEC CAD:GSAxosTAxDARDS 1 311 E(1(.01T .. <br /> DESIGN LOADS <br /> DEAD LDAM <br /> IS MP <br /> L �LOAM: �— L.. r <br /> ' <br /> ROOF(SNOW WADI 1SPSF <br /> __ <br /> (uvELOAsSARESIDENTIAL <br /> XLEOUCfO WHERE PERMISSIBLE PER IBC SECTION IGO>.101. J0 v Yf ,T\ i�i <br /> FOUNDATIONS:5PRF�FDOnxO1 NOT AVAILABLE AT TIME OF DESIGN y Yw e <br /> ALLOWABLE SOIL PRESSURE: mom KRIM 2015 TABLE uos.x) L` SCr •w <br /> LUI1Bat <br /> ALL SPCDFIFD ARE MINIMUM GRADBREOUIRED.ALL LUMBER SHALL REIN ACCORDANCE WITIIwwPA Q 1 .D <br /> GRADINGULES,ILN.DRIED TO MC 19 AND OF THE FOLLOWINGMINIMUM STANDARDS: <br /> WI wmSLEEPE UTw mass DOUG.FIR STUD WOT3 rR <br /> LIGlir MINGS(STUDS) HEM.FIa 800 f V WU ) <br /> PLATES AND RLOCONG HEM.PR P: 850 <br /> 10 WD DOUG.PR 41 (05 - \ n= _� V <br /> 4" AMSAND NEMFIR RE 850 .. <br /> A <br /> S AND <br /> a. <br /> REFER TOIPLAN xOTES,X OULFS,ANOmTAILSFOR MORE SPEUNCLUMBER SUE A"DGRADE REQUIREMENTS. Y \F \ <br /> UNLESS NOTED SE IN THE PLANS,.WOOR WITHIN D DMO...EDD MEMBERSEVOSEDroWEATHER OR IN ( -� G E, <br /> VACUUM-PRESSURE iMPREGCONTACT WID.I CONCRETE MiBAiwuiiR:ccoRDaxa vnrxawvasTAxoARDULL SNAIL RE n"F-Hen eN TOP F <br /> NG WALL B. <br /> xAas.BOLTS.AND mEruwNxEcraRSFDRWOOD NON-REARING <br /> eyatMOVED <br /> MTo EDITIION uRIUNGNxoiiaaFIEDSHAALL BEM laziABLE�2.30.1.9.1..1.1.( R ^'�4. II,DOUBLE 0 6 <br /> SCHEDULE ALL NAILS T OUTONP/ANSSNAofuErCOMMON NAILsuxussxmEDOTHERWISEANDSHALL o - <br /> ED <br /> MFEiORFX'�� xO Oncu HAIL NCO a LENGTH <br /> REQUIRED 1 I1 a N <br /> a SHANK <br /> �� II�I�II ° <br /> D,B,B 7BH SHANK B SMPSD"AS„,ONLY <br /> O.,A80 3INV SHANK t .a HEADERS GREATER <br /> 1.0d ROM NAILS MAY BE SUBSTITUTED FOR WCOMMON NAAILS WITH NO CHANGEIN NAILSPACING.FRAMING • DESIGN. DAS <br /> MEMBERS MAYBE NAILED WITH IEB SINKERS(0..,ABS°A 31/4.),UT ONLY IBB COMMON NAILSSHALL BE USED 1a10.,B1.0x.11.1 DRAWN: JEO <br /> ARE GE,�ND10.OIL INDICATED OMRRTOfCONSTRUCTION. DVEDNERNN�IFNIEARE� TYPICAL STUDS Ih� <br /> CHECK: CMJ <br /> ALL DOLLL BTSI"WOOD EMB BEARINGO"RMIOAS UxoI PROVIDE <br /> BOTSSNUN ER THE HEADS AND Nutt PLAN ANO OR NNOiOESR PER <br /> JOB NO: 20374.10 <br /> SHANK AND THREADED PORTIONS/IR ND511.1.0. Fs L OFOR TxF 8 <br /> 1111 DATE: /23/20 <br /> LFTTfRAND xOMaERssxuleE'smaxGnF•Br BMPsoNcaMPAxv,ulALaG 1 {, DUILT.UP STUD <br /> 11 <br /> COLUMN MAIL 1111 <br /> WITH THE WM.MANUFACTURER. PE CON NECTORR�sIAAvsmxx nTWOMEMBERs SIZE <br /> OF FASTENERS <br /> Of THE <br /> SCREWS)0NI05,OTALL UD BLTS IN OCKIGCTMETRO INTS.ALLSNIMS SHALLnE SEASONED,DRIfD,AND THE SAME GRADE AT HOOWOWNS:PROVIDE FULL <br /> NT 1 1 I AND 02 STUDS <br /> SPER PLAN <br /> jMIwMUM)ns MEMBFuwxxEcrtD"G VD OTHERWISE:D122(FULLNT STRUCTURAL NOTES <br /> OUSTING DUILDINO <br /> x oc'R'I71/ XMEATIFLVD ons oTMSFr�CCEUSI 11="°Q:rO?S5�'�o°t PO'RTO I:LE O SECOND FLOOR FRAMING PLAN © O TYPICAL HEADER DETAIL <br /> u E R Axcl suLE:1/B•.ro' Q suLf 1 1a <br /> CONTRACTOR RESPONSIBLE FDROVICODMPUTEEnuux LLAREASWHEREE ONO ROOF MATERULLS <br /> PENETRATED OR .PROVIDE PROOFING,.REQUIRED BYTHEARa. TYVNALFLDDR FRAMINGPLAxxmES <br /> STRUCTURAL DRAWINGS SHALL BE ARCHITECTURAL, <br /> CIVIL, RICAL,ANDDIMENSION TO THE FOUNDATION UNLESSuRRIED OVA BEAM BELOW..MECHANICAL DRAWINGSFOR RIDDING AND N <br /> CONDITIONS ATTENTION FOR COF THE RanEa BEFORE ""DSflE'ANOESSNALLOf BROUGHT TO THE SAND :0: <br /> C' HJOOFF"TG,0SCT.ODUCT omxiRo Ev INSS NODET ILANDMLwNIONHE0 NGVANDS. Ax5Lounox ~p Z la— <br /> nx AND A FTAILSND MEOMxOx DRAWINGSFORS. <br /> PERMANENT = W <br /> LED. Z CO <br /> CONr0A oR-I9IIUTEONCHANGES SHALL BESU5MD STIFFENING AU lmf NWOT1101OTRARCxITECTANDSTRUCTURAL�L 0 a a)j p <br /> ONLY ENGINEERWIL FOR NOT UTSFY IERIONIS UIREEMEENT. NOR CONSTRUCTION.Cx.ANGf0500WNDN SHOP DRAWINGS Q z 3 <br /> DRAWINGS INDICATE GENERAL AND TYPIOU DETAILS OF CONSTRUCTION. RECONDTONSARE NOT DETAILS OF O 0 <br /> coxs-nucnox SHALL SE USED,suMUTTO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL C Q C....)In <br /> NGIxfG. C.)w D Z <br /> mat <br /> O N> 1-J <br /> c)co w 0 0_ i <br /> SHEET: <br /> S1.1 <br />