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LAl'ERAL BRAGINIb i�TE5 6ENERAI.STRUGTURAL NOTES 6EI�RAL STRUGTURAI.NOTES �
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<br /> (ASGE 1-10 NUND MAP,PER hA2G R3012.1.1) 'FOOTIH6 oE516N-2.000 PSF nLLOPV�NGE SOIL BEARn�S PRESfiURE SPECIFIGAna1 FOR Wob�co1sTRUGnoN'-Ln1L5T�IrION.
<br /> 15 AS�.BW.DHtK.OMRAGTOR H15T V621FY. .�l LAADa
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<br /> APPROVED ADFAMURE 5 USED TO KAHEVE A WA1HZ AND LOAD DIAiAT�N FPLTOR=US 17
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<br /> a�eeo�ir�r,THIS MODEL,ns ooeur�rm 8� e
<br /> AND DETAILED�IiHIN,15 ADEC�M1A1f To •sa5a�e+r Fourmnna+wnLL or�+sos�ai e�a2 a��r, Y =
<br /> ADE 1 u�tnL 5ff ure�,n�eFu�cn�►rnFs
<br /> RE515T TV�GODE REGMIIRED LAiEKAL A5 NOT�011 PWL�i.7ALL62 YUU15 M157 BE @KIl�. �N �y o
<br /> 501L 2A00 P5F PK.�IR'I�ALLOWABLE BEARI116 uu z
<br /> FORGES,AND Di0E5 NOT�D TO GOI�ORM .ALL Fd1�IDATbN WALL OPBIM65 SHALL HAVE(?I�5 8AR5 AROUlm � ■
<br /> TO 7+�PRESGRIPTIVE PROVI510N5 OF R602.10. nLL s�o[5,rov,Aw BorTOM oF or6nN5 M1[�E AVPL�cAeI.FJ. �(ro ee vex�a�Br aNtne� �i Z
<br /> � RBIFORGB�@!i'.AW.L EXT@A IY PAST EOi6E OF OPEqM6 IN ¢� a' �
<br /> EncN aR6G71o1L 6E1�RAL FRAMIW6 � � `
<br /> a
<br /> � .7YF�IGAL I�lFORGB-8!i DE7AlLS:LAP ALL R�4R 24'MK;BBm � I � �
<br /> BARS MD LAP AT GO�;PROVIDE b'FIOiOY MTO`.�PPORTIN6 'REFBt TO IRG FASTBUN6 SGFEflULE TABLE R6023(1I FOR ALL � �
<br /> � •Yz" FIBERBOARD SHEATHIN6: Fpp7Rlbg W$r pppn►lfi5 MTBt56G7;pRpVIDE 3•MRU►1�.��pyER GOHGGitotYa,TYP.UND. �"' J u
<br /> r-ws�s�n��ed w�s ort�6�,K'�aNs srrrt.es• AT TFE BOTTOM BARS AW I V2'LOVER AT Tlf SIDES. •ALL SPEGIA�NAILS SIW..L HAVE TFE FOLLOVtlN6�hANIM1M � �C e
<br /> D'aL.AT ALL PNa EGeg ND b'oa N TE PMB iBD. •BAr'JB'8IT WALI.$SFIALL BE BRK.ED�PRIOR TO BAL'I.�ILLIN�S,BY DIF'B�IOIM�r UDN.: Ri � L m �
<br /> ALL SHEATHINZ SHEET PANEL EOGES SHALL OGGUR wER Wd.� EI7iBZ ADEC�IATE TB'PORARY BttAGINf!OFC INSTAIUTION OF 8l1 NAILS: 2J4�LOIYf,O.I3I�A$HNY.,R�L FEAD
<br /> FRAMIN6 MEMBER$q2 ht HORIZONTAL BLOGKIN6 SHALL BE
<br /> PRP/IOED i0� ORT PANEL EWE AND FASTEIfRS. FIRST R.00R DEGK ����� 3�La�l�0���0��.��
<br /> •ALL FOOTIN65 SFWl BEAR BBAW FROST LIIE GOMSULT SOILS 12d NAILS: 3Ys LON6�0J31'0 SHA►K.HA1.IEAD _
<br /> O�.�B 5F�ATHIN6 RB'ORT/LAGAL FIMIGIPALITY FOR MKM1M D�TH BBOW 6KADE. Ibd NPJLS: 3 Xe�LONb,0.131'm SNANC,fl1LL 4EAD
<br /> lre+eRe Norev or+R wsi .FdOTIN65 A!D SLABS ON 6RADE SHALL BENt ON VIRbIN SOIL OR
<br /> Ns'ose at 6/u°�Yvroov: �c cownc�FiLL. •exr.e urr.e�ucir+�rw.�s sHe,LL ee�a oR aw(n�swo►w on �
<br /> ONLY Ai LOGATIONS INDIGAiED oN RANS-SHEAiNE NALL SIiOVR� �J���OG.JPF�'JTA�GRADE LI�'EE�OR BETT�UNA.
<br /> YUtN J(�,'OSB. FASTEN SNEATHIN6 AS NOTEO BELOW.ALL SFIEATHIN6 •PROJIDE GONfROL.IOINfS AT ALL MSIDE GORl625 OF SLAB •WALLS OV�I2�TALL`9FV�LL BE PBC' RAP�
<br /> s�er Pnr�e�v[s sHu�occuR o.�R va��r-rznr+irr,r+�Rs �iCi,MID OT162 LAGAT10N5 ViBtE SU�B GRAGICS ARE LIIC�Y •ALL 2x8 MO LAR6ER YEAOBtS,�AMS t OTF�SiRUGTUtAL
<br /> oR 2x HORIZONTP.L BLOGKIN6$HA�L 8E F'RQJIDED Ta SUPPORT TO DEVBOP.
<br /> Pnr��e�a�o Fns��Rs. . SAW GUf OR TOOLED.IOINT D�fH SHALL BEYs OF T►E F8�SHALL BE V64FIR s2(}Fl Llk�,OR BE'TTEit. MEi(projed nmbe:
<br /> •R-FA5TB151EA71N!rJ EG NI�flS�E'OL.AT PNB�7E5 �
<br /> nw�r o�.�T ce�.K,eaH,�w e�,K•�sr�s n�ni oF nf s�.ns n•�n a•su�e) •u�t+orr-e�uzir�nir�aR sTuv wnus�ee coNs�c� 1 67-16005
<br /> . . •3'OL.AT PNa�ND 6'OL.N 11E PAIa FHD. . JQINTS SFIALL BE LOGAT�O 10'-0'OL.(R6GOFf'80�)OR Y@TH ac 51W'fJRADE hEi'�i5 SPA4B7 O 24'OL.(M/1X.,UNO)
<br /> •3-Fb1Bl 31EM1�1!rJ&1 WNL3�S'OG.AT PAIB BMES 15'-0'OL.(T�L�XMRU •FEAp�M NON-IDAD�ARM6 W4LL$SIVLL BE: � P��� J G F
<br /> /u0 n'o�.�r eea6C srnv�es nae r�r r�w�+irreo iN , ��-��p pqng��{q�gE,0.,e���TO SdIAR�S AS N2tM6 flAT O OPBllN65 UP TO 4',(2�c4/b FLAT UP TO B'.
<br /> AREAS DESIGNP.TED AS'058 SFEATHINb-P3' �A=I RATIOI,N1TH A MlWMR7 OF 1:15 RATIO �bY I PM
<br /> •FAST@I atMb SILL PLATES TO RID h9TN A F�AIEMRI OF 2 ANGFbFt� •���������To����). �� 04-18-16
<br /> Noll.l0d NAIL=3•x Onl•6U!IM� PBt PLATE,12'MAK FROM PLATE BOS.PRO�IDE I/2'DUl ANGf10R 'e1611�REV LUFEER TO!�i OR EXLff•D 1FE FOLLOWNb�
<br /> YNST TO SOLE M7! Wqe roeu�s g0�T5 r�1'MK B�lBIT IN C.ONG FI�. lALT�14•DIA x b'LON6 '�` �-���F»I; Fw310 psl; E-ISSx10"6 pel �
<br /> 301E MlE TO JOISUEUCb. IOD NALS�4•o�. sir�vsoa nv�.,oboa+n�a+w ca�crs�5c�r n►ic�sl •Lv��-r�uoo p�; r,�zez p� �z.o,�a^e p�
<br /> �at 5a�M�E ro 5ND E.shOa w�5 -55ff'�IS BAM TOP OF FOUN7ATION WALL SUPPORT 6UDE'FOR B1fall�LLFE62 MAY BE SOLID OR MILTIPLE PLYS OF BUILT�IP p�q zb/I6 `B D
<br /> SPIGM6 AW ADDL L11P5 RKilIR� •MA1�IN-,h6TH TOTAL hBDTN TO MATGH SIZE RmIGAT�ON
<br /> RM TO TOP PLAIE pA TOBMLS�6'oe. uw.��rnc.a ce,Niz
<br /> dxb.e'nN..as7s TO ta►MiE blqd ToeNLS •N.L lJ1F�ER E)�05ED TO MFATFffR OR IN GONiALT W/P6tIFEi6t �M6 PLANS. PAST@YN6 OF MA.TIRE RYS SFV�LL ADFB�TO
<br /> w�r'�ernraes ro rar ru� sff raooF rx�nn�e trnes FOUId)ATbN 5FW.L BE PRE56NATNE TREAT97 SOVIFBtIJ PIlE s2. hE MANIFAG7URER5 5P6GIFGATIONS.OEPfH OF ALL M1L71PLE
<br /> � coUelF snD qd NVs�1�•oc. F6�B625 SFIAI.L BE A5 It�IGAT�ON FitAMN6 PL.ANS.
<br /> caELE ra�rUiE WC w�L3�Zv oc. •BUq.pER TO VBiIFY GORIiD510N-RESISTANGE GOFPATIBILITf OF •FA4E NAIL FULTI-PLY 2c BFJ�ltS!FEADBLS YY 3-RqVS OF IpA
<br /> . �a.E�e ror ruie vr� IWaoa�w�s N��wr�� HARDYIARE t FASTBERS IN GONTAGT rJ P�VATNE-TREAIID WVLS e 12'OG.STA66�. APPLY NAILM6 FROM BOiH FALES e
<br /> ior MA7E IJP�cofaets t dJaA w�13 WOOD.GGNTPLT L.IR�2 t HARDYL4�SUPPLI6t5 TO GO�RD. 3-PLY OR 6REATHZ. UfILIZE 2 ROWS OF NAILS FOR acb<D�B.
<br /> a1�FitNs rwi5 .Fp0TiN65 AI�SLABS ON 6RADE SHALL BEAR ON VIRbIN SOIL OR
<br /> BW.i W IEAOBt pd w�15�1Y oc.H.oNb •ML IfM6t5 SFUd.L BE SIPPOR7�BY(I�c JPLK S1UD!(I�t �
<br /> � Eti�e! T,YI�GOMAG7�FILL. KIN6 51UD,MWM1M.
<br /> •PROJIDE GONTROL JOINfS AT ALL IN51DE GORfERS OF SLAB '���SNDS SPEGIFI�AT A SUPPORT II�IGATCS THE �
<br /> NOT 5: EA5E5,AI�oTiER LOGATIOWS YtBtE SLA6 GRAGKS A�LIKB.Y NR�ER oF JK.K S71A5 I�fdJIR�,UN.O_
<br /> I. LATERAL ANALY515 ASiUI'�ES S1UD 51'P41N6 0 16'o.c. T�� •��� L���j IN ROOR SYSTR'I IR�I1LL POSTS �iJ N
<br /> � 1.� ALL SHEAR lNALLS SHALL HAVE DWBLE TOP PLATES '���T��������YI QF 7}E D�TH GON�INbUS TO FIDI9EP�RIN6. 9LAGICIN6 TO MATGH POST ABOVE. ILI �
<br /> FASTENED iOGETHER N 12d AT H'OG.USE(12)12d AT �����F�A 4��� } O
<br /> EP4H LAP SRIGE,(6)EAGH SIDE oF JOINT.(TYP.V NOJ •JpINTS SIiALL BE I.pGAT�O 10�-0�OL.(TlEGOM'EIID��OR �
<br /> 3. ALL MTERIOR SHEAR WALLS AN�EXTERIOR WALLS ARE �,-0•�'G.��, L4SCS[R rIV{M�IV � _
<br /> _„_Ar�o neovF nNo eF�ow o�ir�s. •JOINf 6RID PATTStN SfWl BE AS GL05E TO SOUARES AS
<br /> �e�n:i Rnno),run�n w�xn�oF i:is wnno �'
<br /> �ssEs 5wvt ee�er rtntu�.ro r�oa exc� Q
<br /> noicn�wcnna+n►ro exre�r oF .wr�sa�+s er onezs,BUILDFR TO VHtIFY. •V480 LIVE IAAD DEFlKTION GWTHtIA NID SHALL�dM Q
<br /> ����r�ci+r�aua�s sr�nnx►� o,•�•-�� ca+rnUous ovez�vo�rs r�Pos.�ei.F.
<br /> nwi oR FaSreur��c�icnno►s
<br /> eErao n+nr oF srntm�av cor+5�cnor+ •nu_r�ra.ww�s swdt�sv�aRe�er�uss
<br /> � nm�cnres Haaowa ee.ow GARAGE SLAB •��vRnvur��s��ro,vtcr��cr nw
<br /> a+r�►�wiz�ner n►m nmtovn��z ro Fnewcnna+oR �
<br /> 3Yz'GONG.SLAB ON 4"MIN. pg,h�HtY.
<br /> 6RANILAR FILL ON 95% •RoioR 51EA7HIN6 511AI.L�9'i oR�'Go1FORMIN6 ro P52-04, *_T
<br /> GOhff'AGTED FILL/VIR61N SOIL 24'OL,EM'05URE I,TON6UE hlm 6ROpVE 9a6E5,FAS7Bl w
<br /> SFEATHMb TO FRAMINS F8�E6t5 W/61l�MD IOd GOMMON NAILS ,!�
<br /> �0 6'OL.O PA18 676Ci 1 e 12'OG.s IM�IATE SUPPORiS v, ^
<br /> PORGH SLAB ����'�sra�s e a�o c.e Pnra msEs�e is• W ���
<br /> O.G.e INIE�IAiE SLPPORi5. t—
<br /> 3 I!2'GONG.SLAB oN 4'MIN. •nLL Fl�co�cnoNs sHN.�ee co►+�c�wn+r+n�x O O
<br /> 6RANX.AR FILL ON 95AS APPROPRIATE FOR FB�BER 517E.uNA.
<br /> GOhR'AGTED FILLMR6IN 501L R���� z 5
<br /> 5LA8 ON GRADE •enr w►�i�rroors A�ro��sPnw cnw ee a�a az a� Q M� Z
<br /> w�ra�i ceu.ir�.ioisrs e ibna•oc.
<br /> 3 I/2'GONG.SLAB ON b MIL N �
<br /> VAI'OR BARRI62 ON 4'MIN. 'RiQOF 5►EAT►NN6 5lW.L BE 7(�'ort 4�•A.PA RAT�51EATHMS µ,
<br /> 5 W.
<br /> 2MI6 F�5U2E I(OR APPROVED Ep1A1.). FAST@!TO FRAMIN6 N
<br /> . GRANILAR FILL ON 95% �yy�6 6AI,GE(�'LAlfi STAPLES�4'04.O PA18 � ,_,�
<br /> GOhff'AGTED FILLMR6IN SOIL �F5 t e Iz'OL.O INiBZFEDIATE SUPPORTS OR&J CAM10N U O Q
<br /> WULS o 8'OG.o PN8 EP6E5 t e 12'OG.IN F�.D �
<br /> PROP�5510NAL PLAN GERTIPIGATION •FAST@1 EAGFI RDOF Tlill�.fi TO TOP RATE W/SIFWSON H25T GLIP M
<br /> � lort nr�rr.w�Ea�W e ALL eEnwt�Pontrs. vrrawoE hJ Fi25r � / i ' Z
<br /> GLIPS AT 2-PLY 61RD82 TpYfES,(3)H2ST GUPS AT 3-PI.Y W
<br /> I HEREBY GERTIFY iHAT THIS PLAN, bIRDER 1RU55E5!RDOF BFJJ�S-AT ALL BFJ�RINb PdNT$.
<br /> SPEGIFIGATION,OR REPORT WAS PREPARED BY ME OR � �
<br /> UNDER MY DIREGT SUPERVISION AND THAT I AM DULY ���� ��T�-����IFI�BY TFf MM�AGT�,UND. ,(� � c
<br /> LIGENSED PROFESSIONAL ENGINEER UNDER THE LAWS
<br /> • �---� BEARM6 WALL ABOVE •RDOF TRU55�I/r DWff.SFW.L BE.A�ATT�TO ARGH t BK. V 1 C
<br /> OF THE S7ATE OF MIN�IESO7A � ���� ����� FOR Re�IBV AND APPRpVAL pRIOR TO FABRIGATION OR DQINEKI'.
<br /> %I •9iGGT MD INSTNLL RDbF TRU5fiE5 P6t YffGA t 7PI5 BG51 I-0B Sht�
<br /> r, . .� '6UIOE TO fi00D PRALTIGE Fd2 HA�LIN6,INSTALLIN6 t BRPGIN6
<br /> SIGNA7LRE: "�/ rwr�:.wr�s v.FRiu� . i:�:�:::�;i EM8�1T OF OV�FRI�MN6
<br /> 1�«�.l OF f�£TAL PLATE�iONfL' T�YIO�OD T�fFS.�
<br /> . DAiE: 0 l/2016 _ REG.no.�2� J L METAL HPJJ662� •SI�PORT PORC.H t SFIORT 5PM1 ROOF 1RIY.f.�ES Yl��c4 LEDG6t
<br /> FASTEl�TO FitAMM6�JJ IOd NNLS O Ib'OL.AP TO T SPAW. •
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