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vnodectscove �ESIGN OF CAST-IN-PLACE CONCFETE.STEEL,NN�WOOD FRAMING FOR q PqOPOSED SINGLE-FAMILV RESIDENCE CONSTRUCTIONISTO6EDONEINACCORDANCEWITM�HESEORAWINGS.STANDARDINDUSTRYPRr1GTICE,RN� Nor- on,I�IC. THE REOUIFEMENTS OF THE GO�E. GENERIILNOTES 700 EaSt Lake Street,Suite 213 1. THESE DOGUMENTS APPLV TO STRUGTURAL ONLY.REFER TO HOUSE PUNS PREPARED BY ESNUGHE DESIGN LASTDATED]-13-11FORMOREINFO(iMATION. - WayZata� 5539� 2. IT IS THE RESPONSIBILITY OF THE BUILDER TO PROVI�E All FUTUPE PLAN OR FIELD CHNNGES TO iHE HANSON ¢Q'o� GROUPFORREVIEW.PROVIOEFlNRLTRUSSLAVOUTSTOTHENANSONGROUPPRIORTOCONSTRUGTIONANO p MRTERIAL ACONSITION. q�� O¢ �� 3. FDEOUATE SHORING DUflING CANSTPUCTION IS THE RESPONSIBILITV OG TNE GONTliACTOR. - TVP.AT FLOOR � c� 1. CONTRAGTOF RND BUILDER AflE TO VERIFV RLL DIMENSIONS RND CONDITIONS BEFORE PPOCEEDING WITH Z�� TRlISS NON BEARING N� � p j�� 6x6 POST w� 6.6 POST w�� -6xfi POST w� Revision Da�e Descriplion WORN.NOTIFYTHEHANSONGROUPIFDISCREPANCIESARISE. � �TOPCHORD _ 5. MEANS ANp MEIHO�S OF CONSTRUCTION RFE THE RESPONSIBILITV OF TNE CAMFAGTOR. 3�`^v� BEMING TAUSSES) r~� STAN�RRD POST $TANDRRO POST STpNDAqD POST BASESCAPTYP. BASEBCRVrVP 8RSE6CMTVP FOUNDIITONNOTES � � �3�t6'LK �3�16"LVL 1. DRRIN TIIE,DAMPPROOFING AND'OR WATEFPROOFlNG.8INSULATION,AS WELL RS THEIR INSTALLATION,ARE � � \ TO BE IN ACCARDRNCE WRH TNE CADE. � 2. INSTRLL A MINIMUM OF�2)ANGHORS PER PORTION Of SILL VIATE RS WELL AS AN ANCHOR WITHIN t2'OF ERGH �.. INDICATES INTERIIXi BHAGED--� i ENO AS APPLICABIE. ., j WrLLL LOC4TION TYP. I 3. BRR SPLICES RRE TO BE LAGPE�A MINIMUM OF/B BAR DIAIAETERS.PROVIDE 48'MATCHING HOOK BARS FOR /-INOICATES SPrW (�OVIDE FASTENING 6 _ _ ALL HOFIZONTRL BARS AT WhLL CARNERS AND INTERSEClIONS. � / DIREGTIpJ OF TRUSSES �` CONNECTIONS SIqWN W _ _ FS ��y BOTTqA FIGNT OF THIS SMEET� 0. CAREISTOBETN(ENDUFINGBACKFILLINGTOMRMTAINAPWMBWr1LLRLIGNMENT. r_� S2 BYSUPPIIERTYP. 5. BACKFILLBELOWEXTERIORSTOOVSUBSWITHCOMPAGTEDGRANUTARMRTERIALTOFROSTDEPTH�4'�0' , , � � (21��'h'LVL 1�11�'e"�� I�1h"��L �2�tt%'LVL MINIMUMI. I I ryP.AT �'M�'PSl FOST �. 6. PRqRTOBRCKFIWNG,HOUSEFWNDATIONWAl15APETOBELFTERALLYSUPPORTE�BYFLOOPSYSTEMAT I I FLOORTRUSS . �STR�T L_J NON�BEMING 18EAR18'LVL3.' . PORTRIFMME '1�12n6 �prySTRUCT� -CONSTFUCT TOPANDSIABATfiOTTOMORBYADEWATETEMPOPr1RYBfUCING. `61�'LVL+X'I � ��LLINTERIOpSTRIPFOOTING$ARETO � / BEARING \ SHEAPWRLLAS AS SNONM IN SS2 STU� SHEARWRLI/5 ). SRE ELEMENTS INGLUDING REfAINING WALLS ARE NO�INGLU�ED IN THE SCOPE OF THESE DMWINGS. F3 FO� FZ r BE IAM.20'WIDE�8'DEEPCONCRETE SIM.NIRROqED > SHON'N IN 652 �� N� PLqNS SHOWN LIGM IN BACKGfiWND ARE FOfi 13118'LVL �-� 131ta'LVL r--1 r-1 12)2.t01212r10 / � . �� '- �___Y '' LOCATIONREFERENCEONLY.PLRNNOIESMlD FMYNG NOTES I I 1 I 5 ^F � ' 1. ALLHEA�ERSARETOBEMINIMUM�2)2xtULUMBERUNLESSNOTEDOTNERWISE.(2)2x10MEMBERSSHOWN /'r �. __� l__J L_J "'-- S� _ , '-^ INDiCATESSPMI ELEMENTSSHOWNLIGHTMAYNOTNECESSAflILY MAVBESU95TRVIE�WITH�2)1'+'xTi:LVlOR�3�13G'r5`�i LVLRSREOUIRE�. 4'MIN. �I '� _ o . ��DIRECTIONOFTRUSSES SUPPORTTMEHANSONGROUP5DESM3�1. 2. rLLL DIMENSION LUMBER HEr�EflS AND BEAMS ARE TO HAVE R MINIMUM OF ONE BERRING STU�AT EACH END �Apl� V f�2 ` F��BERfliNG _____, p � BY SUPPLIEP TYP. rWDTWOATIN�ERMEDI/TESUPPORTS.ALL2-PLYLVIANpGIR�ERTRUSSBEAMSANDHEADERSARETO �T�� j J HAVEAMINIMUMOFTWOBFARINGSTUDSATEACHENDANDATINTERMEDIATESUPPORT5.3�f'LYMEM6ER5 A 1�)914"IVLL�J(z�qK��VI •_+ STU�$ � _ � ME TO IUVE A MINIMUM OF THREE BEr1RING STUDS RT FAGH END MI�AT IMERAIEDIATE SUPPOPTS. I' - � ADDITIONALBEARINGSTUDS�HENOTHEOUIPE�FORLVLSUBSTITUTEDFORSTRN�AR�SRWNLUMBER.RLL � 9`�'9'� BEAPING4BOVE1511N1E5SNOTEDOTNERWISEONPlANS.TFUSSSUPPLIERISTOVERIFVGIRDERTRl155 \ ��T�\ �� BEARINGLENGTHRN�SUGPORTHEQUIREMElRS. FZ (�)�+� 121�'LVL �3�16'LVL yy�paS�pqW�yi�p � 3. N.L HEADERS AND BEAMS ME TO HAVE N MINIMl1M OF ONE FULL HEIGHT KING STUD AT EACH END.E%TERIOR I I \ ^� OPENINGSGFFATERTHRNSIXFEETINWIDTHARETOHAVEPMINIMUMOFIV/OFULLHEIGHTKINGSTUDSRT L�J � � � � _ ^ - > c� o � � EACMEND.EXGEPTATTALIWALLSASNOTEO.EXTEPIOFOPENINGSGREATERTHRNTENFEETINWI�THARE i OZ ,, _ TO HPVE R MINIMUM OF THHEE FULL HEIGHT KING STUDS AT EACH EN�,EXCEPT AT TALL WALLS AS NOTEp. O a _ '� �' '�. � FOP COHIINUOUS BF1JA GONDf�IONS.SPAN IN DEfERMINING NlIM6ER OF KING STUDS IS TME FULL LENGTH OF RETURN TOP OF WN.L�- _ LL� ' 12�y�.�� '. THE HERDER. flEBAR 21'MIN.AS SIION?! i � 1. rLLL CONNECTIONS ME TO BE 1L�DE WI1H r1DEQUAIE SIMPSON,USP OR EOUr1L JOIST HANGERS,CLIPS.POST �� W��E ' � CAPS.ANDPQST6n5E5. �� FLUOORTNUSSES��.�� 1 �IJlli'/s'LVL � I 5. CONiEGT MUITIPLE MEMBER LVL5 TOGETHER IN�CCORDANCE WITM MANUFAGTUREH REOUIREMENTS. \ CONSTRUCT hS FEOU TYP. ' � ' ' 6. KL EXTERIOR WNLS ME TO BE CONSTHUCTED IN AGGORDANCE WITH THE FOLLOWING GRITERIR,U.N.O., POqTAI FMME�5 � � I� WNICNMEETSOfiEXCEEDSTHEREOUIREMENT50FCODESECTIONfi601.10�WSPRNDCS-WSP. pROVIDETOFOFWKL ppQy�pE�3�Cp1TNU0U5 SHOVININS53 (�1��b �� n. assruossvncEopicoc. CONCRETEPADFOOTINGSCHEDULE REiNF°ACEMENT^S �.n�¢or+r,ueu+s , , e�.wir�c �a�z.io B. WrLLLSHEAiHING:F�MW.STRUCNW�IPRNELSNEATHINGw/BENAILS@8'O.CATPRNELEDGESAND , REFERENCEPLAN SHOWNBEIOW ^ TIGHT�GRMI$TVERTICAL STUDS \ 120C.�T1IRERYEDIATESUPPORTSORI�'l6C✓�UGESTAPLES@3'I6'SPACING. MMK FOOTINGSIZE flEMFOflCEMElREACHWAY 51 LOWERLEVELMOUSEVIANSHOVM BMSWITNMTOVITOF ). �LL IMERIOR WALLS ARE TO BE CONSTRUCTED INAGCAPDANCE WRH THE FMLOWING GRRERIA,U N.O. A 3x40R2y65NDSSPACE�@16"O.C. F1 2�0'F7�0'�e' NONE FORIOCATIONflEFERENCEONLY FOUND�TiONWNi B. W�LI SMEATHING:X�'YN.GYPSUM SHE�THING F/STENED TO FPAMING wr SE COOLER NAILS�9'O.G. 1LOCATE BELOW S1EM MrV(.ORTVPESN/W�l1BOMDSCHEWS@t6'O.G.MAX.�'MINIMUMSTUDPENETRRTION� F2 r�6'v2fi'+6 YSB/�R5�1ZO.G. PLANNOTES: , �TSTOOPLEDGEI \ .RLL REMAINING BERMS AND NEADERS NOT SPECIFlEO ME TO BE NIN. 8. ML FLOORS APE TO BE GONSTf1UGTE�W ACCORDANCE WRH THE FOLLOWING CRRERIA. F3 3'�6'r 3'6'x 1'V /S BARS @ tY'O.G. (Z�Zxi40R RN ayOWABLE 5UBS11TlfrE LISTED M THE FRMIING NOTES. E%TERIqi� W-�f NMI . A FLOOP FRMIING SPACED Al A W1%IMUA OF 21"O C. --'-'...'�-"--- - "-'"------ B. FLOOR SHFATHING:�"5TRUCTURAL PNJEL SHFATHING rl BE NRILS�6"O.G AT PANEL EpGES FNO 12' FI 2'�6'x 3'E'x B" YS BARS�12'O C. •SEE FRAMING NOTES FOR BEAM AND HERDER SUPPORT REQUIREMENTS. STRIRWAY[XTEflIOfl TNLL WOOD WPLL�H�2Z��'2) O.G-�T IMEPoAEDIATE SUPPOHiS. FS T6'.a'-e'.B' YS BARS @ t2'O.C. SEE 152 d 352 TO BE CONSTRUCTE�AS FIXlOWS: 9. �LLLROOFSMETOBECOKSTRULTEDWALCAflDANCEWRHTHEFOLLOWINGCRRERIA. FORFWN�RTIIXJ �Zl REFERENCE PLAN .Z.BLSL@1fi'OG.TYFICALFULLMEIGHTWALL p. RppFFMMINGSV�CEDA�ANA%IMUMOF2a'OC. LOGFTEREINfORCEMEM3'FROMTHEBOTTOMOFFOOTING WALLPEBAPB �� MAINLEVELHOUSEPLANSMOWN FqnMiNG(BN100NFRAME�� B. FASTENULROOFFMANNGTOTOFPUTESWIiHUSPitT/ORSIMVSONM25GLIPSOREOUIV�LENIRND MDITIONALNFO cOPLOCnTqNREFERENCEONLY •PROVIDE2aBLOCKINGBEIWEENSIUDSATTHIRD j3)g�7p�ry�Kg_ POINTS ALONG HEIGHT OF WHLL C. ROOF SHEATIING:X'M�N.STRUCNfUI PANEL SMEATHING wI eA NAILS�6'O C AT PANEL EDGES rW D 12' �µ��S" •PROVIDE(f)2x8 LSL BEAPING STUD E(2�hB l5l O.C.ATIMERNEDI�TESUPPO{1TSON1�'i6GAUGESTAPLE5�3'/6'SPACING. •ALLFEMAINING9EAMSAN�HEA�ERSNOTSPECIFIEOARETOBEMIN. KINGSTUDSEACHSIDEOFWINOOWOPENINGS D. VqOVIDEFULLDEPIHBLOCI(HIGBEIWEENTFUSSESRTENERGYHEEISFORPERIMEtERROOF 12�2.�OORFNAILOWr1BLE5UB5TITIfrEL1$TEDINTHEFRAMINGNOTES. .INFILLFMMINGABOVEdBELOWWINDOW5IMYBE SHEATHING NAILING Ofi TOP AND BOTTOM BLOGKING SHEATHE�PER FRNAING NOTE 6. •SEF FqA41NG NOTES FOR BEAM RNO HEADER SUPPORT REOl11FEMEMS. ?rB STUDS�16'O.C. t0.Ml BEARING POM�OR V06T LOI1D5 ME TO BE BLOCKED SOLID TO THE FOUNDATION.AT OVEPHFNGING .WRLL TOP 6 MTES.PROVIDE S x 8 SQU�SM B�OCKING BELOW BERRING LO/.DS. �t. STEEL BFAM$ME TO IUVE SOIIO t a MINIMUM TOP PLATE FASrENE�WITH'h'DIAMEfER BOLTS STAGGERED •AS NSTU EACN SIDE OF WEB Al AB'ON CEMER MAX-WIOTM t0 MATCH BEAM.INGRFASE�IATE THICNNESS AS FMME WN L ABOVE EITHER�]�t6J END NnIIS OR(0�BC TOE NR45� REOUIRED FOH TOP FUNGE H1N('#0.5.BF�M TOP FUNGE/PLATE TO BE BRACE�Lr1TEHALLY BV fLOOR SVSTEM RT�8'O.C.YA%ANO�T ENDS TYP.FOR FLUSH JOIST CONNECTIONS,BLOGK WEB SPACE SOLID w/ 2�e MM.TREATE�SILL PLATE yz-p R t 0'LONG MIGHOH LUMBEHTI�ITBETWEENFIANGESRNDBOLTTHROl1GHWEBw/X"OBO�TSAT2a'OC.STRGGEHED. w.�NOVIATEOVEHHANG BOLTS�TMIN.EMBED� t2. VERIFY DROVPED VENSUS RUSH BEAM CONDRIONS WITH IIIX15E PUNS. @)Z . 13. RLLOTHERF0.5TENEfiSTOBENALCORDANCEGOOETABLER602.3�1). YRWTAIN6'NIN.STEMWRLL la_ qLLSTUDPLESINBUILTWGOlUM1LS�11DATIMEPMEDIATESTUDFRAMINGTOBEFASTENEDTOSNE�THING I GYV BOM�ti5 NOTED�BOVE(t20.C.MrV(.AT EXTERIOR AND 1fi'O.C.MA%.R�INTERIOR). SLAB�ON�GRA�E SLOPE GR/iDE AWr1Y 15. ClJTF5LPO5T5TOFR.DONOTBLOGKWRHWOODVLATEMATERIAL,CHUSHINGWOULDOCCUR.FlS7EN � 6' $TEELBEAMSTOPSLPOSTSr��<�3(�.e'STRUCTUMLWOWSGREWS.r1TBOTTOM,PSLTOBFARDIRECRV �INDICATESSPMI FiqMFOlINO/.TqN MIN. - ON CONGRETE K lMiiF�TED,WMP BOTTpA wi NEMBRrWE. DIRELTqN OF TRUSSES .. � 16. �BP�ICEDWALLfiEVIEWHASBEENPERFOIiME�.DUETOFULLENGINEERINGPROVIDE�,EXTERIORBMGED BYSWRIERTYP' III II WR115 ME NOT 5110VM FOR CUflT'.BUT RflE COVERED BV CANTINUOUS SHEATHING AND CONNECTqNS . . �a��6 I I I Y LEDGE NOTEO r1BOVE.IlRERIOH BfULED WrLLL ELEMEIRS AND COMIEGTIONS RRE SHOWN IN THESE DFnW�S.�5 �a-Ff� 1�-FTl H HORQ BM @ TOP OF WALL WEII n5 ENGINEERED WM1D RESLSINIG ELEYEMS TW1T W NOT MEET vPESCRIPTrvE CO�E REOUIflEMENTS. B��' � � � � �� B'MIN.C.I.P. FUT 2.6@ Ia'O.C. STUDS t]. RISTHEOPINIONOFTIIEIIMLSONGROl1PTHATTHEfAVEREDVOFGHISAPRIMARILYOPEN.NON-ESSEN�IAL ONE-SIDE ONE-SIDED Hx2-0'DOWELS GONCRELEWALL �,11N.�3)PEHBRAGE� STliUGNRES NJD IS E%CUAEO FRqA THE OVERALL MAIN WINDFORGE fiE515TING SVSTEM OF THE NdAE. �0-FT� @]2'O.C. PqOVIDECADEREWIREDUPLIfTCpINEGT1bNSATPQSTS. � .. � 20'WIDErB'DEEPMIN. INDIGATESINTERIORBFRCEDWALLPFNELwIGVPSW W'LL�PµE�) (5'MIN.EMBED) (�pNGPETESTRIPF00TING (MIN.LENGTH) SHFATHINGBOTNFAGESwi5GC0pLERNAILSORTVPE 1 ONE SIDED � CEHTEFE�IN WALL R� W�p�s =� CENTERE�UN�ERWr1LL -SIW WRLLBOPRDSCflEWS('e'MINIMUMSN� Tql15SE5 61RDEIIISIiEal�Iml�sB�AYLLiM133 GONGREIEFOOTINGS'. Fc-S,OOOPSI@38DAY5(Ofi3.500P51WRHANRPPROVEDRDMIXTURE I - PENETRATqN)�4'OG.PROVIDEINCRE/SED TH�T PHOVIDES A WAiER ANO VAPOF HESISTMICE RT LEr1ST EOUIVALEM TO m FRSTENING REOUIREMEMS AS SHOWN BELOW. IA�OVf DR�WINGS TO ilE H11N".AN GIIOW PRIOR TO CON5IPUCTqN FOR VOIFCAiIOM OF 5,000 F51 fANGHETE ` � OtiSM-0OT LINES GABLE WN1 LOM I111H4 MID FlIAI�IG 9�5114fm CONCRETEWNIS' Fc-3.50DPSI@2BpAV5 � � / ttiDICRTEGIqDER �� BMGINGPER a WALL SECTION 1<)0.131'0 SIMPSON REINFORCINGSTEEL ASTM�6t5GRADE60 . FULL6VANTRU95E5 � 1AUSSESBY g�TVP.l1T $TRUCNIUlSTEEL' RNC.LESAIISC-A.STM q96(Fy��6KSI) (MREOF�TF.Dw/DORMER POOF� � SUPPLIER TYP. �I j; G/iOLE END$ S1 GRflAGE FOlINOATION WALL x�� 5 TUBES-/STA A500 Gr.6lFY-�fi KSI) -- Q . � � . BRNGED FMMING 1�Bby CBfIiIY tlN�ih4 pldn.SpBOfW00n O<<e(qM W SECTIONS-ASTY 0.992(Fy_50 NSp . WALL PANEL A�E w pepared by me IX uMef mr AidecY wpervision � ' EACH ENO aM tlaf I am a Eidy Licensetl PMessiorel Ergrea RGGREG4TE-. FOOTINGS-1Yi"WV( . � 2�<BLOCKING Wuyyypq5.yypJ( y�� BETWEEN PROVIDETRU55 BRRCEDWPIICONNECTION �x��mMeS�aIeOlMi�nesota. pl�SRE SOIL: CLAY(GNWP III)ASSUMED TPUSSES NAILE� DIRECTLY IN LINE . � . . .. . �.:.� �� - w/BMCEDWr1LL I�FTRUSSE5) ��: ,.. . 80 PSFhT(ACTIVE) ' �� FMME WALL ABOVE y.•0 x 1�'LONG TO TOP PIATES w; ' �` 1"9' = PNIEL FRSTENED BAGKFILL SOIL-. SrW D I�+��P�10 BE USED WHERE NOTED�. ��"b- � ANGHOR BOLTS ��)BC NAILS EAGN BEARIN4 1�111'/e'LVL OH TO PLqTES wl B4 �Od1 y.=30 PSFrFT(ACtIVE) STUDS 1<-FT) GIR�ERTRUSS (4-FTI 1�� 2.B MIN.TREATE�SILL VUTE >]O C.NAXEDO @ PnM Name: RYan Ma�k WALLSTUDS�tO'ORIESS): SPFSTUDGfUDEOPBEffER TOENAILS@6'O.C. TRUSSES WALLSTUDS�OVER10'�: SPFND.2GRADEORBETTER ONE-SIDED ONE�SIDED ONE�SIDEO M.1H'MFX.OVERHANG EOUIVALENiIAETAL �Z�2�6 STMPRNCHOflS Oate: 8-31] LicenseMniEer: �fi673 �IMENSIONAL LUA6ER: SVF N0.2 GRADE OR BETTER L �-� � BEARING� $�ppE GfiADE RWAY (6)0.131'0 TRFATED LUA6ER' SYPlq2 GRADE Ofl BETTER.0(i LSL STRRNDGUARD WHEPE NOTED ST�S FHOM FOUNOATION 6� NAIL BOTTOM PLATE NAIL BOTTOM VLATE •3 NRILS �� TflEATEDGLUNI: SVP20FVa M�ICRTESINTEPIORBRACED-' Cp(T�NUOU5�3�2r10 MIN. MHORIZ.BARS@ TOBLOGKINGw/�3) TOBLOCNINGw/(3) LVL: ��'W�DTHI.9EORBETTER WRLILOCATIONTYP. TOPANDBOTfOM 184NRILSEVERVI6' igENAIL$EVERYIfi' BRACED SIMPSON PSL FD-2400PSI.Fc-2500GSI,E=1,BOO,DWPSI �PppVIDEF/STENING6 � -III-III OFWRLL W��PANE� lTVO LSLSNDS'. 1Y�"WIDTH-1.5EORBETTER CONNECTqNSSHOWNIN SEE25tFOREXTERIOH PqOVIDEFULLDEPiH FUT9�6@1a'O.C. FRRMING LSLBEAMS: t�'WIDTH-t.55EORBETTER gpTTqAqIGHTOFTMISSHEET� TALLWNLLFRAMINGINGO INSUUTIONBVOTHERS�_, B'MiH.C.I.P. x BLOCKINOBETWEEN PROVIDETRUSS (MIN.�J)PEflBPACED PIATE RLLOWABLE SOIL BEARING PRESSURE' 2.00p PSF(NSSUAED� SEE HOUSE PUNS CONCRETE WALL ? TRUSSES NAILED TO DIRECTLY IN LINE WqLL VRNEL) FAGH ENO - TOP PLATES w/(3)BE w'BRAGE�WRLL FLAT 2x6�2a'O.G. SIMPSON ��8�� LOADS r4 i 7+1'DOWELS(5'MIN.EMBED) NRILS EACH PRNEL FASTENE� (MIN.(])PEfl BRACED LTPd �a� ROOF LIVE LOA��. ]S VSF�SNOW� WALL P/•NEL) FRRMING ROOF DEAD LOR�'. t5 P5F GEfRERED IN WRLL�24'O.C.� $�AB-0N-GMDE ymouN.MN 5544� WETSETORORIIIINRNDEPDXV NRILFALHTRUSSTO T�NRILS@6'O.C. vTtlb12-]0&35�2 '+��'� FLOORLIVELOAD'. <OPSF 3 REFERENCE PLAN . TOPP�ATE.�i�� EACHEND ��«�� FLOOR OEA�LORD- 15 PSF Sl UPPEF LEVEL HOUSE PUN SHOWN TOENAILS BRAGED 20'MIN.WIDE z e'MIN. W/�y PRNEL WIND LOAD: 90 MPH E%P.B FOR IOChT10N REFERENCE ONIV TNICN CONCRETE FOOTING INTERIOR BERFINQ WALL INTERIOR NON-BFARING WALL LENTEPED UNDEP WALL- �4)0.131'0 CODES p�µ�p�5: 2015 MINNESOTR RESIDEIRIAL CODE LOWER AS REQD FOR •RLL REMRINING BEAMS M!0 HEA�ERS NOT SPEGFIED ARE TO BE MIN. FROST PROTECTION Y� p ABBflEV1�TK1N$ (�1�K100RRNRLLOWhBLE5UB5TITUTELISTEDINTHEFRAMINGNOTES. T�I��gQC HIII RQSI��inCe TVP. - TVPICRL •SEE FRPMING NOTES FOR BEAM M!D HEPDEH SUPPOFT REWIREMENTS. �� WALL SECTION F��R SECTIONS SHOWN DEPIGT GONNECTIONS OF TRUSSES SIM_ - SIMIIAR S1 LOOKOUTFIXINDATIONWALL BRACEDW/.LLPANELSTOROOFTRUSSESABOVE, �76OSF1O�2II�lED�IVe U.N.O. � UNLESSNOTEDOTHERWISE TOJOISTS/iAUSSES/BLOCKING�BOVE.PNDTO BRACEPWRLLCONNECTION O.C. - OMCENlER JOISTS/TRUSSES/BLOGKINGBELOW.THESE (FLOORTPUSSES� Orono,MN .�-� - GONTINUOUSOVER PANELS ARE NOT NEGESSRRILY REWIPED TO RLIGN.BUT MAV DEPENDING ON PLM!UVOUT. DETAILS SHOWN ABOVE AHE ALiERNATIVE CONNECTIONS TO BE USE�WHEN BflACED WALL PRNEL - - � DOES NOT AIIGN WRH FNIIMING. P�oj¢CI Number: 7 396 /� � �_ Date: Auous�3.2017 =- Sheets�. 1 ot 2 V pCOGYFIGHT HNNSON GROUP,LLC a01] I I I I