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P���� - -- � � �' � : MEMBMNE.STONE.AND RIGID SMIPSON 0.75 CLIP BOTH SIDES OF
<br /> DE91ON OF CA4T-MFPLACE CONCREfE,STEEL,AND WOOD FRr1MR1(i FOR A PROP0.SED RESIDENCE.CONSTRUCTION IS TO �, 7AU55 W(8)B0 z 1�'NAILS EACH
<br /> BEDONEINACCORDANCEWfIH7HESEDRAWINGS,STANDMDIPAUSTRVPMCTICE,ANDTHEREWIREMENBOFTHE �-� �� � / ��� y� I" ��uT����pTM�� � LEOOFEACNCUP Alexander Design Group
<br /> �o�' CONCRETE PAD FOOTING SCHEDULE l�`� �� � J� k'
<br /> Oa��� MMK FOOTIN(i 6tZE fiENIFORCEMENf EACH WAV :�`, '/ � \. 4'MIN.C.I.P.CANCRE�E 37EM WALL _ I_ _
<br /> 1. THESE DOCUMENTS APPLV TO STfiUCNiUL ONLV.REFER TO HWSE PLANS PREPMED BY ALE%ANDER DESION � \ � � �• 1 I I I TRUSSES BY SUPPLIER O�B.Z 401 East Lake Street
<br /> OROUP LA9T DA7ED�17 FOR MORE INFOli1M710N. fl 2�8'z T-8'x 1'-0' NONE
<br /> �
<br /> 2 R IB iHE REBPONSIBILfT'/OF 7HE BUY.DER TO PROVIDE ALL FURIRE PIAN OR REID CHANOES TO7HE HANSON F2 7-0'x 9'-0'x 1'-0' i5 BARS e 12 O.C. � � �! �• �� 8j�..� �,� -I I O.C.� Wayzata,MN 55391
<br /> OROUP FOR REYIEW.PROVIDE FINAL iRU3S UVOUfS TO 7HE HANSON 6ROUP PRION TO CONSTRUCTION AND ^°-��� � �- ` -.
<br /> IMiERIALACOUISfIION. ,F�-_ �3'-e'x3-e^rY-0`._. -i6BAR6�y7-06��-- �.I '-�"�" -'� sr-_-, __.. ' • /� K'031MPSONTRENHD
<br /> 3. ADEOUATE SHORINO DURRIO CONSfRUCTION IS THE RESPONSIB0.JTV OF TIE C0IRAACTOR �- / ' '" �� � / (7'MMl EMBE0)��'O.C.MA7C- a ' TRFJ�TED 9B MIN.SILL PIATE
<br /> I. CONfMCTOR AND BUILDER ME TO VERIFV ALL DIMEN610NS AND CONDRION8 BEFORE PHOCEEDINO WfTH WORK i�TE REINFORCEM ?FliqA THE BOTTqJ OF FOpTIFq • � � '��./ y� ,,,/// j . �p�7p�•Fqpy INSIDE EDOE w/1J¢'MAK OVERMANO
<br /> � w.
<br /> NOTIFV THE MANSON 4ROUP IF DI9CREPANCIE3 ARISE �_ � , .� �/� ` } � - ���R� Revlebn D9tB Deeviplbn
<br /> 5. MEANS AND METH00.S OF CONSTRUCTIOM ME THE RESPONSIBLRV OF THE CONTMCTOR. � - � • ' �
<br /> ��/i q , 1'MIN.LED(iE
<br /> . �... •y� // �,. CONdiE7E S7EY fi�1P I1LLOwFD 1 8-1616 House Plan Updetes
<br /> FOUNDATION NOiEB - ..__ r .� ._.... .._..�. r � �.~ X�'�/ '�:. S� .. .. . 12 MIN.C.I.P.CONCRETE WALL 2 0-24-17 New Fbuse Plene
<br /> . � : i'=
<br /> t. DiWNTILE.DAMPPflOOFINOAND/ORWATERPROOFINO 61NSULATION.ASWELLA37HEIRpISTALUTIIXJ.ARETOBE -- f � (, � - �F' � ' d:�
<br /> IN ACCARDANCE WfiH THE CADE. � FP�•L J• '� FZ�� � �_ �, � .q� 7 . J e�/� N z a'-0'DOWELS @ 1S O.C. VEHi7CAL BAR OPf10NS:
<br /> 2 INSfALL A MINIMUM OF(2)�HOFiS PER PORTION OF SILL PU7E AS WELL AS AN ANCHOfi WrtHIN 12'OF EACH END m y � r .: Y�q ��'/ ,. a' /5 gpqg O 21'O.C.OR
<br /> AS APPLICABLE / � �. "S�,"� /8 BMS O 7S O.C.
<br /> �Y
<br /> 9. BM SPLICES ARE TO BE LAPPED A MMIIMUM OF 1s BM DUMETERS.PROVIDE K'MATCHING HOOK BMS FOR ALL (�Ij�� � �; , � � " ,flf,�� �/ Z,
<br /> ti:
<br /> HORQONTAL BMS AT WALL CONNERS AND INfERSECTION3. _e J �-. . / i I:I j «
<br /> -_� � ,
<br /> I. CARE IS TO BE TAKEN DURING BACIffILLING TOlMMlfAIN A PLUMB WALL ALIGIAIENf. ' ��-� � . -� ' . �
<br /> e, aC
<br /> i/
<br /> 5. BACIffILL BELOW IXTEHIOR STOOP SLA&S WRH CAMPAC7ED ORRNULM IMTERULL TO FROST DEPTH(4'-0'MINIMUIq. � - � � � .; ( � 5e
<br /> 6. PRIOR TO B�CIffIWN(3,HOUSE FOUNDA710N WALLS ME TO BE LAlEHALLV SUPPORTE�BV FLOOR SVSTEM AT TOP � F? I I I
<br /> AND SLAB AT BOTTOM OR BV AUEOUA7E 7EMPORMV BiUCIN(i. �I 2U'WIUE e DEEP CONCRETF �
<br /> 7. PRECAS'f PLANK IS TO BE IN PIACE,DOWELED,AND OROUfED PRIOR TO B�CIbHLY10 OF SUPPOHTNKi FOINiU�iION STHIP FOOTINO AT 11RERIOF - • �
<br /> /
<br /> WALLS.FWNDATON WALLS ME TO BE LATEMLLV SUPPORTED BY SLAB AT BOTfqA OR BV ADEq1AlE TEMPORARV � - BEARINO WN.LS TYP. � I I ? �. M4 HORQ.BARS
<br /> ea�cirro -{ � f I�l F1 � I , �za•o.c.
<br /> 8. PRECAST MANUFACTUFER IS TO DE31ON PLANK FOP SELFWEKiHT 6 TOPPIN(i DEAD LOAD PLUS M/ORST CASE LIVE 9 F�rr-� „i a l�. \ +L� '�:I 3 �� PLANS SHOMM LIOHf M BACKOROUND ARE FOR
<br /> �
<br /> L O A D O F 5 0 P S F U N I F d i M O R A 2 0 0 0 P W N D C O N C E N 1 1 N T E D L O A D A T(L W I 1 0 E A N D�0 P S F L I V E L O A D A T H O U S E ' ; -` -rI� i �` �. I- � '�
<br /> ... ` • L O C A T I O N R E F E R E N C E O N L V.P L A N N O T E 6 A N D
<br /> ���0�� INCLUDINCTIRETNNING W IALLS AND$EMERIOR STNRS ARE INOT NCLUDED�MI TIIS SCOPE. F1 r, �� �L{�, .. . . - F I Sl � ELEMENTS SHONRI L10HT MAY NOT NECESSARILY
<br /> S7
<br /> :LOOKOUf ' I ��� Ti , SIWPOHTTHEFUNSONOROUPSDESqN.
<br /> II ..� �J . � TYP. � SLA&ON�GRAUE
<br /> .. ~�••�..., '. r \ � _ . r. �"t �OP-CHOHD ' Mx2-0'DOWELS
<br /> 1. ALL HEMEIiS ARE TO BE MINIMUM(2)9�70 LUMBER UNLE55 NOTED OTHERWISE.(2)�10 MEMBERS SHOWN IMV BE L,'..� I F�r� �� r � eRa � @ rr o.c.
<br /> SI�STITUTED WffH(�tY'x TA'LVL OR(3111P x Sth'LVL AS REOUIRED. ^�/� � .. . "L,J=.��. , . '� 'I (S MIN EMBED)
<br /> 2 ALL DIMENSION WMBER HEADERS AND BEAMS ME TO HI1VE A MINIMUM OF ONE BEMING 5ND AT EACH EHD AND o�r - , • �'-+ � �
<br /> 7W0 AT IMERMEDUTE SUPPORTS ALL 2-PLV LVL AND dIRDER TRUSS BEAMS AND XERDERS Ai�TO HAVE A .__� �..� K � � .- � - . T 1 � '� `a �i~ . 2p"W�DE z C DEEP - �Eg'MRl BRG
<br /> .......:....�..
<br /> MINMMIM OF 1W0 BEARINCa 5TUDS AT EACM ENO AND RT INfERMEDUiE SUPPORTS 3VLY MEM�ERS ME TO HAVE A - ' I ,I .. ""` I r� I ��
<br /> ..,i � .,,, r, �. � ..�. . y MIN.CANCR�STRI�P UNLESSN07ED
<br /> MINMAWAOFTiREEBEMIN6STU05ATEACMENDANO�TINfEflMEDIAlESUPPORTS.ADDRIONILLBEMING5TU0.5 �- I � � 7 �� L� �� t I � , WALLSECTION �� (2�J4'0WEf3Ef
<br /> ARE NOT REOUIHED FOR LVL SUBSTfMFD FOR STAN�MD SI1WN LUMBER ALL BEARING ABOVE IS UNLESS N07EU � ��� , F� J � r
<br /> HEWIREYENTB.PlANS.TRUSS SUPPLIER IS TO VENIPY OIRDEN 7RUSS BEMINO LfN�7H AND SUPPOFiT :_. � J' ! . _J �:. f. .,s_ .r'-� L' l � r �I
<br /> T ' _ _ ' __- . S7 TVPICPLHWSE BOLT80R
<br /> 3. ALL HEADEpB AND BEAMS ME TO HAVE A MINIMUM OF ONE PULL HEIQHi KWG STUD AT EACH END.FXTERIOA �� � I '..II . - ..�� ' ��+ � ,- Y'ENO PLATE BEVOND yMpgq�TREN
<br /> OPENMI(i8 UREATER 7HAN 6D!FEET IN WID7H ME TO FWVE A MPIIMUM OF TNO FULL HEIOHT KINO STU0.4 AT EACH �-- e�' -� -_--_ .i-Y ` , ' " - J _ -_. - Fa1N�EnqJppql�LL{{AT HD OR EPDXIFD
<br /> . ^ ..r �,Pv�- '- - --I I� 7HREADED ROD
<br /> s
<br /> END.IXCEPT AT TKL WALLS ti4 N07ED.IXTERIOR OPENINGS GREATER 7HAN TEN FEET IN N7DTH ARE TO HAVE� . . ''�Ti r `I -�� �"Y'. • .��3 _ _ N N � � � 2:8 MIN.TREAlED SILL PLA7E ° POST-INSTu�cn
<br /> MINIMUM OF THREE FULL HEIOHT pNO STUDS AT FaCH EN�,IXCEPT ATTALL WALLS AS NOTED.FOR CAMINWUS � � � ' I� .� F� Y_ _ - / w/1JQ MAX PLAlE OVERW WO
<br /> BEAM CONDRqN.4.SPMI IN DEfERMINPq NUTABER OF qNB STU0.5lS T1E FULL LENO7H OF 711E HEADER. � "y "y '-r� Z 'r��' I y F'3 _- "- �� 7VP. ° a a d �(�4'
<br /> 0. ALL CON1€CTION.4 AHE TO BE MADE WRH ADE�UATE SIMPSON.USP OII EOUAL JOIST HMlOERS.CLIP3.POST CAPS, � o � I S1 ---- �� MAIHTAIN B'MIK �i e LOCATE 4'FROM
<br /> A N D P 0.4 T B A fi E& '� o g - i �.'� � S 7 E M W A LL MISIDE EDGE OF
<br /> ,
<br /> 5. CONNECT MULTIPLE MEMBER LVLS TOGETHER IN ACCORDANCE NRTN MANI�ACTIRER REq11REMENTS. . .�---��-m$-�} f .. .I ��7 � /� < a (`qNCREfE
<br /> . '�� �� �SM.
<br /> 8. ALL E7RERIOR WALLS ME TO BE CON5TRUCTED @J/�CORDANCE M/fT11 THE FOLLOYANO CRRERIti U.N.O.,WFiICH � � . T' . o • } '�...� I a
<br /> MEEfS OR E%CEEDS 7HE REOIAXEMENTS OF CODE SEC710N R802.70.1 WSP AND CSWSP. ' m V g J y�m; I ��b uJ I 11 / V e'MIN. ���'LONG�MIC�MOR DETAI L
<br /> A 99 STUDS SPAGE�O 7B'O.0 �_- '' ' $ .-..\_ 6,.,. �._ ,-,. �'e .I � 3 '�I���i � �.. �� .........., •--..:• ,�.., i�/ 2 .ti I I I I I I- �M'C.MN(.OR &1 END OF STEEL BEAM TO
<br /> I $z
<br /> e. WALL SHEATHINO.i{s MIN.STRUC7UfUL PANg SHFATH W O N Btl WUL$�8'O.0 AT PANEL EDOES AND 1Y O.C. � _�.,.=. ~ _ �� - � g� ' _I I [q�ryp�HT METAL CONCREfE CANNECTION
<br /> ATIHfERMEDIA7ESUPPOflT30R1�'18dWOESTMLES83'/SSPACINO. ..� � , . g7yipANCFpryg � T,p.
<br /> 7. RLL INTERIOR WALLS ME TO BE CON3TRUCTED IN ACCORDANCE WITH iHE FOLLOWINO CqITERL�,U.N.O. � ' 3 ���� � i SLOPE OMDE AWAY
<br /> 0. 3{OR2BSN0.43PACFA0760.C. �i 7yP. K���AT��
<br /> �FWNDATION PLAN 'i � % FROMFOUNDATIIXJ §
<br /> B. WALL SHEATHINO:J¢'MIN.GWSUM SHFATHMIIi FASTENED TO FMYpq d SA COOLER lUILS�e'O.C.MA%.OR MEMBRANE AND RIOID RISUUTON `��„��,._,..� I� __-- - MIDDLE OF WALL
<br /> T/PE SN/WALLBOMD SCREWS A 1T O.C.MA7L�Y'MINMM.1 S7UD PENETMTON) BELOW TOPPINO 8V OTHERS T�Ii -- ' 8'MUI.C.I.P.CONCREfE WML
<br /> 8. ALL FLOORS AFiE TO BE IN CONSTRUCTED IN ACCONDANCE WRM TME FOILOWING CRRERIA i� - � - --
<br /> � -- � � MEMBMNE AND IN3ULATON
<br /> 0. FLOOR FflAMIN(i SPACED AT A MAXIMUM OF 2l'O.C. � . „� ,. . � _ 7� ' : (17 MIIL w/LEDOES AS SMONIIQ V OTHFAS
<br /> ...
<br /> I i� B
<br /> B. ROOR SHEA7HINO:�'SfAUC7URAL PANEL SHEATMINO w/BA NA0.3 @ e'O.0 AT PANEL EDOES AND 1 T O.C.AT , ���E ADEpUATE FLASHINO 8
<br /> IMERMEDWiESUPPORTS. �.'i ..' -.- . `.-.. -¢ '" WATERPROOFINOBV
<br /> 9. ML ROOFS ME TO BE IN CONSTRUCTEU IN ACCORUIWCE WITH TXE FOLLOWYI6 CRITERIA _I I I . - ._ -"_ ' ��.• .: :,...,-. OTHERS
<br /> A ROOFFRIIMINGSPIICEDATAIMXIMUMOF2PO.G -I I I . *�s . � � ` ..-- _ --" Mz2-0'DOWELS . . . .
<br /> B. FASTEN ALL ROOF FRAMIN(i TO TOP PUTES YrtTX USP RT70R SIMPSON M25 CUPS OR EOUN�LEM AND(3)BA I I "1 �. ..,� . •,.,.':. � �` --- - �Y'FULL UEPTH Sf1FFENEH PUTES�rB'O.C. 0 24'O.G WET -I I�-; 8'CONCRETE PUNK
<br /> TOFlUILS. 4'MIN.BEAWNG � .. . � FM SIDE ONIY WELDED TO STEEL BEAM� SEf OR DRILIED p WIDE c e'DEEP MIN. OR STiiUCTURAL SLAB
<br /> C. flOOF SHEATIINO:1S'MIN.STRUCTUML PANEL SHE/�THINO w/8tl NNLS O b'O.0 AT PANEL ED6E3 AND 17 O.C. ��� R E F E R E N C E P L A N WEB 6 FLANC'ES M 7{�FNLET IN AND EPO%V ��REp��R�� E7(TEND PXECAST/SU1B -gEE PLAN
<br /> AT INTERMFDIAlE SUPPOIiTS Oli 1�'16 dWOE 5fMLES O 7'/e'SPAC�NQ. � � • OppU7E0 Lpw��pE�� TO SUPPOfiT WiEfl
<br /> D. PROVIDE FULL DEP7M BLOCKINO BE7WEEN TIiU9SES AT ENEROY HEELS FOR PEHIMEfER ROOF SHEA7HttIC T ON 8'CONCRETE PIANK OR 51 FW NDA710N PLAN SHOMM FOF ��T P��-T�P�� (S MIN.EMBED) EDGE OF STONE/
<br /> NAILIN(i OP TOP ANU BOTfOM BLOCNINO SMEATMED PEH FMMINO N07E& �' STRUC7URAL SLAB(SEE PLAN)W LOCAi10N REFERENCE OP0.Y FRAME BETNEEN 81NSULATION NOT SlIOWN CENfEqED IN ������N TOPPPKi�T DOOR
<br /> 10. ML BEMINO POINT OR POST LOADS ARE TO BE BLOCKED SOLID T07XE FWNDATION.PROVI�E 2 x B 7'MAX STONE TOPPINO �A������ FOR CLMfTV y/p�y ` OPENIN(i ONLY-VERIFV
<br /> SGUASM BLOCKINO BELOW BEARMIO LOADS BEAMS FOR MEMBRANE. w/HOUSE RANS 57EF1 BEAM-SEE L52
<br /> 11. FLUSH STE�BE�1MS BEAflING OVEfl DROPPED STEEL ME TO BEM ACROSS FULL MA�7H OF LOM/ER BEAM TOP CONCRETE FOUNDATION- aM x 7-0'HOOK DOWEIS m 24'O.C. ��ur��T�P�N� EMBRANE BY OTHERS w/8'BEARINO AT EACH END
<br /> SUPPORT-SEEHOUBE
<br /> FLANOESTEELSUPPLIERTOINSfALLY'FULLDEPfHB'fIFFENERSINLOWERBEAMANDPROVIDEBOLTED SEEBELOWDETAILFORWALL �•,8. PUNB FWPDATION
<br /> CONNECTION WITH MNJIMUM��'DWAEfER BOLTS. SIZE AND REINFORCEMFM WALL BEYOND
<br /> 12. PROVIDEYa'FULLDEPT/5i1FFENERSATTHEENDSOFALLSTEFIBEAMS. REWIREMEMS � 9 WALLSECTION
<br /> � J4'O ANCMOF BOLT SEE&S7 SIM.
<br /> 17. 5TE$BEAMS ME TO I/NVE SOL10 2 x MINIMUM TOP PU7E FA57ENED WRH N'OUAIEfER BOLTS STAGGEREO EACH Q'MIN EMBE�)0 72'O.C.MNC 51 LOOKOUT
<br /> SIDE OF WEB�T�8'ON CENTER MAX WIU7X TO MATCN BEAM.INCREASE PU7E 7NICIQIESS AS REW RIE�FOA TOP OF EW NALENT STFUPS STEEL BEAM-SEE P MBED PLATES�AB'O.C. FWNDATION WALL �0 LI NTEL
<br /> F110M BITY AIO SCRE01 PONd1 WALLH SK PROVI�E B'CONCRETE BRG 57 STEEL LIMEL SUPPORTRq PRECAST PLANK
<br /> FIAN(iE HANOFAS.8EM1 TOP FLANOE/PUTE TO BE BRACED IATEfUILV BV ROOR SVSTFAI AT 48'O.C.AAA7(ANO AT (2'FROM EOGES OF SILL/ BV PHECASTER
<br /> SEE HOUSE PLANS-IF STRUCNRAL SLABS ME EACH END-SEE B/51 �.p yp7�.C��q gppM
<br /> ENOS 7VP.FOR FLUSH,qIST CONNECTIONS,BLOCK WEB SPACE SOLID w/LUMBER TIOM BETWEEN FLAN(iES AND CONCNEfE WN�.4 PRECAST INSTALLER TO WELU BEMI (�
<br /> USED,SEE ABOVE DETAI�FOR ALTERNATIVE 2 a 6 MIN.7REA7ED Sd1 PU7E
<br /> BOLT 7HROUGH WEB w/JQ0 BOLTS AT N'O.C.STAUOERED. DOWEL CONNECTON TO EMBED PLATES DURING INSTALL w/J{'MAX PLATE OVEWUNO OR Jf'O z 10'LONG ANCHOR
<br /> 7C. CUT PSL POSi3 TO FR.DO NOT%OCK WITH WOOD PLA7E AMTERULL OR CRUSHINO MAV OCCUR FA57EN S7EEL (1)H HORIZ BAR @ 7�'MIN.BRO w/6'MIN.Y.'FILLET p x g gTpµppWpD LSL SILL BOLTS(7'MIN.EMBED)
<br /> BEM/S TO PSL POSTS w/(1)4{�z B'STRUC7LRAL WOOU SCREWS.AT 80TTOM,PSL TO BEAR DIRECTLV ON TOP OF SfEM WALL PLATE w/1J('MA7C OVERHANG @ Tt O.C.MAX.OR
<br /> CONCRETE.IF UNTREATED,WIUP BOTfOM w/MEMBMNE 2 z e SIRANDOUMD LY SILL PU7E
<br /> 15. VERIFVDROPPEDVEASUSFLUSHBEMICONDITIONSWRHHWSEPIANS OR2zBTREA7ED51LLPU7E (iROUTSIXID 5 FRAMING DETAIL C-0UryN.EMMETk
<br /> IMIMNN S MIN. 5TMP ANCHOHS BUILDEII D NEOUYIED TO BEND RNI1L 7AU88
<br /> 18. ALL OTHER FAS7ENER5 TO BE IN ACCONOANCE CADE iABLE R802.9(1). w/1Xi'MA%.OVERHM!(i 31 ��SiEEL BEAM AT Cv1MOE �EM W� LAYOUf OMYYNOB M TXE XAN80N OXOUP
<br /> 17. ALL$TUD PLIE$M BUILT UP COLUli13 ANU AT IMENIAEUU7E STUD FAAMINO TO BE FASTENED TO SHEA7HB�1(i/OVP MEMBRANE AND RIGID INSUUTION (�12 M 8�OCKINC'BETNEEN Sug.pN{3p�pE Pp1011 TO COIIB7RUCTqN FOR YERHCATION OF
<br /> BOARD A$NOTED ABOVE(17 O.C.IdAX.�T IXTERIOR AND 78'O.C.MAX.AT INiER10R�. BELOW TOPPIN(i BV 07HER5 TRUSSES LOAD PATMB AIO FlUYNO B�S L1Sf�-
<br /> 18. ALL STONE IS TO BE 7/11N VENEER ADEWATELV ADHEREO BACK TO WOOU FAAMINO FOR CAMINUOUS VERTICAL 8. FpAME WALL ABOVE AppRpNK pppppN�TqN yy<�9E pEpUpm
<br /> iVIU LATERAL SUPPO(iT BV TNE IAASON. M�. 9�MIN.TflEATED SILL PLATE 8'MIN. � �l 7R�6,gRll,�I�ppEGgT gIFPI�FAg
<br /> 79. TFiU33 SUPPLIFA3 DESIONINO ELEMENTS TO SUPPORT VENEER ARE TO USE 1.5 X DEAD LOAD PLUS LIVE LOAD AND ' . `.'....� ..' .�.....•.:. w/7Y�'MA7L OVERHANO- SIMPSON A15 CUP B07H SIDES �. •� -�. pqpq Tp CONg}p�pN-�pppµp pppF
<br /> LiBW UEFLECTION CRITERIA TO RESIST LONO 7ERM CREEP AND FINISHED/MTERLLL DIS�RES3.SIMIUR DESION TRUSS MANUFAC7URER TO 2 LEDOE
<br /> �I�••�I I I OF TRUSS w/(8)BA x 1J¢NAILS -��� I I I I LAYOUTSlABFD ON PRELr111XY U1YW18
<br /> REOUIREMENTS PEfiTAIN TO 7RUSSE3 SUPPOflTIlKi HEARTH/M�NTLE STONE OR CONCREfE MA7ERW.3. CpN$IDER OVERMMH3 W DESION EACH LEO OF EACH CLIP p�ep�pgp 9y gTpUCiURAL pEgpN CONCEPig
<br /> 20. A BMCED W�11 REVIEW IUS BEEN PERFOWAED.DUE TO FULL EIXi�NEERING PHOVIDED,IXTERIOR BRACED WALLS �OPE OFiADE AWAV I VERIFV IF TRUSSES NEOUIRE WIDER SILL -I I .
<br /> ME NOT SiIONM FOR CLART',BUf ME COVERED BY COMINUOUS SFIFATHING AND CONNECTIONS NOTED ABOVE FROM FWNDATION
<br /> INfERIOR BMCED WALL ELEMEMS AND CONNECTqNS ME SHOWN IN 7HESE DMWiNG3,AS WELL AS ENCINEEflED SLOPE aRADE AWAV PLA7E FOR BRQ CLOSER TO WEB p F10RQ.BAR O TOP OF WML f h���ty����,��«r��
<br /> WIND RE515fIN(3 ELEMENTS TUT DO NOT MEET PRESCRIPfIVECADE RC-0UIREM�MS 0'MIN.BEMINO FpOM FWNDATION g' SLOPE OMDE AW�V
<br /> 21.R IS 7HE OPINION OF 7HE HMISON ORWP THAT 7HE CAVERED EHfRV PORCH IS A PRIMMILV OPEN,NON-ESSENIIAL 8'MIN.WID7H z 20'MAX MEKiHT MW. I Fpp�l FWNDAiION b'MMI.C.I.P.CONCRETE WALL wes qepe�ed by me or under my dlrec[supervision
<br /> 5TAUC7URE AND IS IXCLUDED FAOM THE OVERALL LWN WINDFORCE RESISTINO SVSTEM OF 7HE HOME.PROVIDE STEMWALL-r W'HENiM RE09 - 7OP�pqp gEqq��., (1?MIN.w/LEDOES AS SIiOWN) efld Ma�I em a duly LiCen9ed PlMeeebnel ErpinaBl
<br /> ATNANLEVELOVEWIEAD b'C�NCRETEPLANKw/1'IM%. '���"""
<br /> CqDE REOUIRED UPLIFf CONNECTONS�T P0.4T3 AND 7EN3tON CONNECTIONS AT LED(iEli3. � AVO.CONCHEfE TOPPMIO p.U%. -I I I-I � ���5 BV SUPPLIER M c 2-0'DOWELS undBr Me laws d�he Ste�a of npreauu+.
<br /> DOOIi9 20'WIDE z C DEEP MIN.
<br /> SPAN MPRO%.28'-0'OUT TO OUT) O 792'O.C.1MX �7£O.C. �
<br /> tMTEPoAl9 ;14 z T-0'DOWELS�38'O.C. -I I I-i (S'MIN.EMBED) C�NCRETE S7AIP FOO71N0 Sipned: �
<br /> CONCflEfE FOOTINOS: Fc=5,000 PSI 2B DAYS OR 3,500 PSI MATH AN MPROVED ADMIXTLRE 7HAT J4'0 ANCHOR BOLT(7'MIN EMBEO) :I � CENTEHED IN . CEHTERED UNDER WALL
<br /> � ( CENfEREDATPLANK I4x1V'WWELS021'O.C. w/Nl1T8M'TMICKa2'00RSWARE WNIMAVHAVESWIDEMIN. -
<br /> PROVIDES A WATER AND VMOR RESISTANCE AT LEAST EOUIVALENf TO 5,000 PSI COfJCRETE BFJ�RINO-MOOK IN STEM A7 DWLLED W 8 UROUTED SOLID � WpgHER�19.7 O.C.(�'FROM �M FOR FLOOR SVSTEM TO � W�� ' PrIM Neme: Trevor Auner
<br /> CONCRE7E WALLS: Fe-3.SOO PSI�2B DAVS REDUCED S'fEM HEIGM T0 BV PRECAS7ER ALL WALLS EDOES OF SILL/CONCREfE WALL) �LLOW FOR I'AW(.LEO(7E
<br /> CONCREfE SLA&S: Fe=4.000 PSI�2B DAVS MAINfAIN EMBED �
<br /> REINFORCINO 37EEL: A47M A6150MDE 80 WV'p�� 6 WALL SECTION SpAPSON A75 CLIP EACH SIDE OF De�B: 42417 Lieense NumbBf: 45470
<br /> STRUCTURAL STEEL: ANOLESAl13C-A37M A38IFy.38KSI) 10'MIN.C.I.P.CONCRETE WALL F o B'MIN.C.I.P. � BLOCKNO wi(8)�x 11�'NAILS
<br /> 7UBE3-A37M A,AO Gir.8(Fy.r8 K91) -INCHEASE FOR STONE LEDOES i � SEE M51 FOH ('.ONCRETE WALL S7 WA11(OUT EACM LEO OF EACH CLIP
<br /> y Nq4BEARNq 10'MIN.ATSIM. � � FWNDATIONWALL
<br /> W SECTIONS-AS7M AB821FY•50 KSI) -SEE HOU.4E PlAN9 ���5 WALL BLOCMN(i
<br /> ACiOREOATE: FOOTINOS-715•MN� INSULATION BV OTHEHS .. � ul � �y TRUSSES BY SUPVLIER
<br /> W���$�.� SEE HOUSE PLANS �R�K�5��: m�� VERTICAL BAfi OPTIONS: '�j O (2)2 z e BLOCKING BETVYEEN
<br /> ONSlTE SqL: SMID�LAV(GRWP IQ IISSUMED-F pA1901L8 ME ENCOINITENED�BACKflLL w/SMO: Q- . 10'-2 1/I CLFM m f�y INSUTATION BV 07HERS �3 BARS O 1 T O.C.OR y` � PERPENDICUTAR BLOCKINO (1�0.131'0 z 3'NAILS
<br /> Y'0'�P��f�T� i6HORIZBAN502I'O.G e ��g0120.C.OR �«y�z� IBBANS021'O.C. 4 u�1
<br /> 55 PSF/FT(AT-R I6 BAN8 O 1 B'O.C. ] SEE HWSE PWtl.9 a� f 7HRU SHEATiING TO BLOCqNG
<br /> �wo. E3T) �+ Ep -p yi'0 ANCXOA BOLT(T MIN
<br /> B�CKFILL SOIL: SAND(OROUP 1)TO BE USED WHERE NOTED: . 9'-B 1?CIEAR SM. �q?4 sw.�rr c�u�wlu.�nr� � � EMBED)w/NUT 8 M'7HICK z 2'0 �p7���rypyi
<br /> y.n'30 PSRFT(AC71VE� K BMS 0/B'O.C.OR - 75 BMS O 17 O.C.OR pp$p�ppE WASHER O 1H.2 g�rye 6
<br /> WALL STUDS(10'qi LE331: SPF S'R1D OfUDE OR BEI'fEN IB BARS O 26•O.C. 'm � N x 7-0'DOWELS !e BARS O 18'O.C. ' � PymouN,MN 55001
<br /> WALL STUDS(OVER 10'�: SPF NO2 aMOE OR BEfTEP -.d. w ¢ O.C.(�'FROM EDOES OF SItL/ ���
<br /> (CONfMCTOR MAV REDUCE TO �77 O.C. CONCRETE WM1J TN 812-708-9572
<br /> DIMENSIONAL LUMBER: SPF NO2 OW1DE OR BETTER M VERTICM3 0�O.C.AT y (5'MIN EMBFD)
<br /> SIWiED HOUSE WALLSw/
<br /> TREATED LUMBER: SYP NO2 OMDE Oli BETTER OR LSL >
<br /> !4 x 2-0'DOWELS O�Z'O.C. EOUAL FILL BOTN SIDES) -
<br /> LVL: 1�'WID7H-FD.2800 PSI,W.2&5 PSI.E.1.900.000 PSI 2 i6 MORIZ BARS
<br /> PSL: FE.2�00 PSI.Fe.2500 P31,E-7.800.000 PSI (8'MIN.EMBED) 7 20'WIDE z B'DEEP MIN -I I I
<br /> CONCRETE STAIP FOOTINO @ 24'O.C.
<br /> LSL 5RIDS: FD.1700 PSI.E-1,300,00�P31 SLOPE GRADE AWAV - I I (2)2 a 1 BLOCpNO IN FIRST TRUSS
<br /> LSLBEAAAS: 1�'WIDTH-FL.2325VSI,E.I,SSO,OOOP51 FROMFWNDRTON -� I_ s SPACE62x�BLOCqNOWDFUT81 Santrach Residence
<br /> ALLOWABLE SOIL SLA&OILORADE
<br /> SECOND TRUSS SPACE @ 192 O.C.-
<br /> BEARINO PRESSURE: 2.000 PSF(�UMED) 21'WIDE x e'DEEP MIN. 4'MIN.SLAB-OIiGRADE TOEWUL EACII END FOR STABRRY
<br /> CONCREfE S7RIP F0071N0.4 LEDOE ELEV�TION AUV VMV w/
<br /> �p/�pg WDp (20'NADE z Y DEEP AT ORADE PROVIDED ORRDE HEqHT �B MIN.TIiEATED 31LL PLATE
<br /> ROOF LNE LOAD: 15 PSF(SNOW) 2015 MINNESOTA RESIDEHTIAL CODE PUNK NON�BEARRN3 WALLS � IS NO MORE THAN B'ABOVE LEDOE w/1J5'MAX.OVERHRNG 1700 Bohn's Point Rd
<br /> ROOF DEAD LOAD: 20 PSF AND SIM.LOCATIONS) Fd1NDAT1(MI WALL 8'MIN.STEM WALL Wa zatar MN
<br /> FLOOR LIVE LOAD: �0 PSF ABBNEVU1TptM � SEE 3�31 y
<br /> �ooao�o�ow: ,SPs� rn. � �re�cu WALL SECTION
<br /> (L1M�EROOHLIVELOAD: SOPSF(OR2,OOOLB) SIM. = SIMIUR � WALL SECTION 3 . WALL SECTION
<br /> PRECASTROORDEADLOAD: 85PSF.TOPPIN(iS U.N.O. . UNLESSNOTEDOTNERWISE S1 iVPILALHOUSE ProJedNumber: 6.099
<br /> WIND LOAD: 90 MPM E7�.B O.C. - ON CENTEfl S7 GI1MCaE FOUNDATION WALL iVP. Si TOP OF WALL PNULLEL TO FFUMING
<br /> FWImAT10N WALL AT �
<br /> 7NW 5fpE: 25 PSF MN(. �r-�, - CONTINUOUS OVER PATIO FWN�ATION WALL SIM. AT FULL HEIGHT FWNDATION WALLS Oeb: Aor1124.2017
<br /> POflCM/PATIO STONE: �5 PSF ENTFIV FW NDA710N WALL SIM. TOPCMORD BEMING iRU5SE5
<br /> SheeG: 1 d 3
<br /> mCOVYRIGHT HANSON GROUP.LLC 2017
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