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<br /> PNwECTSCOPE w a
<br /> DESIGN OF CAST-IN-PLACE CONCflETE,STEEL,AND WOOD FRAMING FOR A PROPOSED SINGLE-FAMILV RESIUENCE. � 'V� Alexander Design Group
<br /> CANSTRUCTION IS TO BE DONE IN ACCARDANCE WITH THESE DMWINGS.STANDARD INDUSTAY PRACTICE,AN�THE INDICATES INTERIOR BRACED WALL PANEL w/GYPSUM SHEATHING "'� �O m i
<br /> REOUIREMENTS OF TNE CODE. (MIN.LENGTH) BOTH FACES w/Sd COOLER NA1LS OR TVPE 5M/WALLBOl1RD SCREWS s �y
<br /> - �§'MINIMUM STUD PENETRA710Nj @ 4'O.C.PROVIDE MCREASED � a F4r-,
<br /> GENEMLIqTES FASTENINGREOUIREMENTSIISSHOWNBELOW(ASANALTERNATIVETO +. - ��.; , - -- �- . � - -- 4O1E�AStLaICBSt�BBt
<br /> ' 1. THESE DOCUMEMS APPLV TO STRUCTUFiAL ONLV.REFER TO HOUSE PLNNS PREPARE�BV ALEXANDEH DESIGN GYP FASTENING,SHEATH ONE SIOE PER FRAMING NOTE 6) ,-- ,-; . -.-- .-
<br /> GROUP LAST DATED 11-15-11 FOFi MORE WFORMATIIXJ. � y,� � y f �-7. + , Wayzata,MN 55391
<br /> 2. R IS THE RESPONSIBILITV OF THE BUILDER TO PROVIDE ALL FUTURE PLAN OR FIELD CHANGES TO 7HE HANSON ��, � � I 4
<br /> GROUP WR REVIEW.PROVIDE FINAL TRUSS LAYOUTS TO THE HANSON GROUP PRIOH TO CONS7RUCTION AND 2.�q BLOCKING �. �. `. - F� '�, �/ - $2
<br /> MATERIALACOUISfT10N. BETWEEN '�. . � i3)9�e'LVl�--�
<br /> 3. ADEOUATE SHORING DURING CONSTAUCTION IS THE RESPoNSIBILITY OF THE CONTRACTOR. TRUSSES NARED �~„J
<br /> � 4. CANfAACTOR ANO BUILDER ARE TO VERIFY ALL DIMENSIONS AND CONDRIONS BEFORE PROCEEDING WRH WORK. TO TOP PIA7ES w/ ��, E � � �� � ryP' Revision Dale DascriptlOn
<br /> NOTIFY THE HANSON GROUP IF DISCREPANCIES ARISE. (3)etl NAILS EACH � '�. ,��T HOUSE
<br /> 5. MEANS AND METMODS OF CONSTRUCTION ARE THE RESPONSIBILfiV OFTHE CONTRACTOR � I ALIGH"CRAWL SPACE .. NON-BRG
<br /> � „I FLOOR TAUSS SPAN B GWALLAND S7AIP FfG~y HIGH GRADE
<br /> FOUNDA7pN NOlE4 Nr11L BOTTOM PLATE '�. ' BY SUPPLIER
<br /> 1. DRI11N TILE,DAMPPROOFING AND/OR WATERPROOFING,8 INSULATION,AS WELL AS TMEIR INSTALLA710N,ARE TO BE TO BLOCKING w/(3) ��. . J�HEHE TO ALIGN w/
<br /> 76A NAILS EVERY 16' � � � NP• . 'A9UN FLOOR BFG WALL
<br /> IN ACCORDANCE WffH THE CADE. NNIL BOTTOM PLATE - I CONTINUE eRG FROM
<br /> 2. INSTALL P MINIMUM OF(2)ANCHORS PER POFTION OF SILI PUITE MS WELL AS AN ANCHOR WRHM!12'OF EACH END TO BLOCKING w/(3) '. i' ' .' .t���
<br /> ASAPPLICABLE. PpOVIDEFULLDEP7H 18tlNAILSEVERYIB' + ��ETMP• .f� �� �ERIFYADDITqNAL
<br /> 3. BAR SPLICES ARE TO BE LA�PED A MINIMUM OF 9B BAR DIAMETERS.PROVIDE OB'MATCH WG MOOK BARS FOR ALL BLOCKING BEf WEEN +'y� ' I.IOIST REWIHEMEMS
<br /> HORIZONTALBARSATWALLCOFNERSANDINTERSECTIONS. TRUSSESWULEDTO PROVIDEFULLDEPTH :"' � Fz '� ['�"` :_: i . -�-��� BELOWFIREPUICE
<br /> 4. CARE IS TO BE TAKEN�URING BACKFlWNG TO MAIMAIN R PLUMB WALL ALIGNMEM. TOP PLA7ES w/(3)8tl BLOCKING BETYEEN n" �3)�����r, -:� 1��1�...,..-
<br /> 5. BACKFlLL BELOW E%TERIOR STOOP SLABS WfiH COMPACTED GRANUTAR MATEHWLTO FFOST DEPTH(0'-D'MINIMUM). WULS EACH �OISiS NAILED TO -� ��^�
<br /> 6. PRIOR TO BACKFILLING,HOUSE FOUNDATION WALLS ARE TO 8E VITERPLLY SUPPORTED BY FLOOR SVS7EM PT TOP TOP PUITES w/(3)Bd �� � �� � �
<br /> AND SLAB AT BOTTOM OF BY ADEOUATE TEMPORARY BRACING. WVL EACH TRUSS TO NAR$EACH ' � ' ' '
<br /> l. SRE ELEMENTS INCLU�ING LP.NDSCAPING RETAINING WALLS ARE NOT INCLUDED M!TME SCOPE OF THESE ORAWINGS. 70P PLATE w/(3)Bd ��� � �2 F2 �
<br /> TOENAILS NNL EACH JOIST TO . �." -r �, �,. � �'1 I .
<br /> FqAMINO NOTES TOP PU1TE w/(3)Btl � ' � q,� �. � .. - TYP. PLANS SNOW N LIGHT IN BACKGRWND ARE FOR
<br /> i. ALL HEADERS ARE TO BE MINIMUM(2)9t10 LUMBER UNLESS NOTEO OTHERWISE.(2)9�10 MEMBERS SHOWN MAY BE ��RqR BEAflING WALL TOENAILS "�^ � f� � � •= � � .�� MOUSE LOCATqN REFEFENCE ONLV.PIAN NOTES AN�
<br /> SU&STITUTED WfiH(2)tii"x Ne'LVL OR(3)1'F'x 5Yz'LVL RS REOUIRED. ,. �" S ' i�{f�'� Y � NON-BRp ELEMEfJB SHOW N LIGHT MAV NOT NECESSARILY
<br /> 2. PLLDIMENSIONLUMBERMEADERSANDBFAMSARETOHAVEAMINIMUMOFONEBEARINGSNDATEACHENDANO ROVIDETRUSS � 1��� µ,�,�- ��. y� _ SUPPORTTHEHANSONGROUVSDESIGN.
<br /> TNOl1T INrERMEDIA7E SUPPORTS.ALL 2-PLY LVL AND GIRDER TRUSS BEAMS AND HEADERS ARE TO HAVE A MINIMUM DIRECTLV IN LINE �:''- �� -�_�S ` � ,- ,�"_ .��* T :y V,'�-
<br /> wl BRACED WALL IMERIOR BEARINC WALL �.. .�'t i.... .
<br /> OF 7N/O BEARING STUDS AT EACH END AND AT INTERMEDIATE SUPPORTS.3PLV MEMBERS ARE TO HAVE A MINIMUM � � ' " ��� � �
<br /> OF THREE BEAflING STUDS AT EACH END AND AT INTERMEDIATE SUPPORTS.ADDfTIONAL BEARING SNDS ARE NOT PANEL FASTENED w/JOISTS �� t_-'�`�, �. � ' ;;� � I,� . : ,��'-��� f% �i m
<br /> REOUINED FOR lVL SUBSTRUTED FOR STANDARD SAWN LUMBER.ALl BEARING ABOVE IS UNLESS N07ED TO PLATES w/ed �, ; ` ,
<br /> OTHERW ISE ON PU1N5.TRUSS SUPPLIER IS TO VERIFV GIRDER TRU55 BEARING LENGTH IW D SUPPOHT roew i�s�s•o.c. (� `,� �� F3� i�� � .� ��
<br /> REOUIREMENTS. W1ILBOTTOMPUITE �� �� ���. ��
<br /> 3. ALL MEADERS AND BEAMS ARE TO HAVE A MINIMUM OF ONE FULL HEIGHT KING STUD AT EACH END.E%TERIOR TO BLOCKING wl(3) ���• '� '���� � '�-`'
<br /> OPENINGS GREATER TNAN SIX FEET IN WIDTH ARE TO HAVE A MINIMUM OF 7W0 FULL HEK'iFR KING STUDS AT EACH 16d WULS EVERV 16' + •�^' : "�� t�-' ' •- . --"-. --
<br /> END,E%CEPT AT TALL WALLS AS NOTED.EXTERIOR OPENINGS GREATER THAN TEN FEET IN WID7M ARE TO HAVE A NAIL BOTTOM PU1TE CONCRETE PAD FOOTING SCHEDULE
<br /> MINIMUM OF THREE FULL HEIGHT qNG STU05 AT EACH END,E%CEPTAT TFLL WALLS AS NOTED.FOfl CONTINUOUS TO BIOCKING w/(3) pqOVIDE JOIST ?j IMRK FOOTING SIZE REINFORCEMENT EACH WAY
<br /> BEAM CONORIONS,SPAN IN DETERMINING NUMBER OF KING STUDS IS TME FULL LENG7H OF THE HEADER. 16d NAILS EVERY 76" + ��.
<br /> 4. ALL CONNECTIONS ARE TO BE AMDE W RH RDE�UATE SIMPSON,USP OR EOUAL JOIST HANGERS.CLIPS,POST CAPS, DIRECTLY IN LINE ' '� F7 2'-0'R 7-0'x 0'$" NONE
<br /> AND POST BASES. PROVIDE TRUSS h'�B�CED WALL h5 �s [. '..
<br /> 5. CONNECT MULTIPLE MEMBER LVL'S TOGETHER IN ACCOR�ANCE WITH MANUFAC7URER FEWIREMENTS. DIRECTLV IN UNE PM1EL FASTENED ( F2 2�6'x 2'-6'x 0'-8" k5 BARS�12'O.C.
<br /> TO PLATES w/ed ''�t,'���'y
<br /> 6. ALL EXTERIOR WALLS APE TO BE CONSTRUCTED IN ACCORDANCE W fTH THE FOLLOWINO CRITFRIA,U.N.O..WHICH w/BRACED WALL i, � F3 3'7 z 3 0'x 1'-0' RS BARS�12'O.C.
<br /> MEEfS OR EXCEEDS THE REQUIREMENTS OF CADE SECTION R802.10.4 WSP AND CS-WSP. PANEL FASTENED TOENAILS @ 6'O.C. ��
<br /> P. 9c6 SN�S SPACED @ 7G O.G TO PLATES w/Bd ( :,:. � F4I a I a. , F4 3-8'z 3�'x 1'-0" NS BARS�12'O.C.
<br /> B. WALL SHEATHING:�s MIN.STRUC7URAL PANEL SHEATHING w/Bd NAILS @ 6"O.0 AT PANEL EOGES AN�72'O.C. TOENAILS @ 8'O.C. -
<br /> AT IMERMEDIATE SUPPOHTS OH 1�'16 GIIUGE STAPLES�3'/8'SPACING. IMEPIOR NON-BEAflING WALL � L `�J � ` LOCATE REINFORCEMENT 3'FROM THE BOTTOM OF FOOTING
<br /> ]. ALL INTERIOR WALLS ARE TO 8E CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CFfTERIA.U.N.O. w/JOI5T5 � ,
<br /> INTERIOR NON-BEARING WALL
<br /> A. 2x4 OR�6 STUDS SPACED�lE O.C. � I�� . PU1N�qTES:
<br /> M
<br /> B. WALL SHEA7HING:14'MIN.GYPSUM SHEATHING FFSTENED TO FRAMING w/Sd COOLER NAILS @ B'O.C.MAX.OR ���. ,-
<br /> TVPE SN✓WALLBOARD SCREWS�16"O.C.MA%.(!e'MINIMUM STUD PENETAATpN) SECTIONS SHOWN DEPICTCONNECTIONS OF ��p a - �, 1. ALL NEADERS TO BE(2)2x10 UNLESS NOTED OTMEFWISE.SEE FfiAMING NOTES 1 T030N S1 FOR MORE INFO.
<br /> 8. ALL FLOORS ARE TO BE CONSTRUCTED IN ACCARDhNCE WfTH THE FOLLOWING CFREFIA. BRACED WALL PANELS TO ROOF TRUSSESABOVE, �� �a LL 3 ��. � BEARING FOR HEADERS AND BEAMS ONLY NOTED ON PViN WHEN EXCEEDING FFAMING NOTE RE�UIFEMENTS.
<br /> A. FLOORFRAMINGSPACEDATAMAXIMUMOF24'O.C. TOJOISTS/TRUSSES�BLOCKINCaABOVE,ANDTO . � d � ` '� 2. VERII-VIJOISTLAVOIfrWITHSUPPLIER.
<br /> 8. FLOOR SHEATHING:�'STRUCTURAL PANEL SHEATHING w/BE NAILS�16'O.0 AT PANEL EOGES ANO 1Y O.C.AT JOISTS/TRUSSESIBLOCKING BELOW.THESE � ^--- ' ��, 3. BLOCK SOUD THROUGH RIM SPACE BELOW ALL BEARING 5TUDS. �
<br /> IMERMEDIATE SUPPORTS. PANELS ARE NOT NECESSARILV REOUIRED TO �� �'�� '� 4. HEFER TO FRAMII�NOTES ON 57 FOR ADDITIONAL INFORMATION.
<br /> 9. ALL ROOFS ARE TO BE CONSTRUCTED IN ACCARDANCE WfTN 7NE FOLLOWING CRRERUT ALIGN,BUT MAV DEPEN�INCa ON PLAN LAYOUT. -����� ����� F - ' � ��� ��� ������� � ���� �� �
<br /> A. ROOF FRAMING SPACED AT A MN(IMUM OF 24'O.C. LOW ROOFS ANO ,,,. y; :"
<br /> B. FASTEN ALL ROOF FRAMING TO TOP PLATES WRH USP RT7 OR S�MPSON H2.5 CLIPS OR EQUIVALENT AND(3)80 CONNECTION$ � '"°
<br /> BV SUPPLIER
<br /> TOE"""5. REFERENCE PLAN
<br /> ' C. ROOF SHEATHING:�'MIN.STFUCTURAL PPNEI SHEATHINCa w/BE NAILS @ G O.0 AT PqNEL EDGES AND 77 O.C. TMP' ��, ROOM-IN-ATTIC GT
<br /> ATINTERMEDIATESUPPORTSORI�'16GAUGESTAPLES�3'/GSPACING. - - - � � (:ijJd LVL�"AWX.DEFLi y��OMIN.BALCONY S1 FOUNDATI0NPUINSHOWNFOR BYSUPPLIER- qz6POSTw/STANDAFD
<br /> D. PROVIDE FULL DEPTH BLOCKING BE7WEEN TRUSSES AT ENERGV HEELS FOR PERIMETER ROOF SHE/1THING - ..�. . � V � � u -'^'' � (3)9c6 BRG VERIFY OPENING POST CAP TOP 8 BASE
<br /> '" (3)�4�� (3)�1b�l (3)18 LVL Q�FNX DEF JOISTS @ 16'O.G LOCATION REFERENCE ONLY THIS END FOR LOFT SPACE p7 gp�70M
<br /> NAILING OR TOP AND BOTTOM BLOCKING SHEATHEO PER FRAMING NOTE 8. ��g --i-.. :. �- {:�
<br /> 1D. ALLBEARINGPOINTORPOSTLOADSARETOBEBLOCKEDSOLIDTO7HEFOUNDATION. - �. �pROVI�ESIMP50NSTHDI4 '� ^""x"�`
<br /> 11. STEEL COLUMN TOP AND BOTTOM PLATES ARE BY 7HE MANUFACNRER(R-40 KIPS UNLESS N07E�07HERWISE). • ' �. 1 �y� � '" ,. � ` •^-�� (2}�*k,yL ' � "
<br /> STEEL SHEAR CLIP CONNECTIONS(R�20 KIPS UNLESS NOTED OTHERWISE)ARE BV THE MANUFACTUREA FLUSH � ' � ' �. �'^4 h ,,,,,��,ayt OR(3)26'LVL � �^� HOLDOW N FASTENE�TO . , ,,,,,,., k'�� ��'� .__
<br /> ....,..
<br /> . pt3e `""• ��... :'i'.��`,� DOUBLESTUDSATTHISCORNER . ., .-. • �...
<br /> STEEL BEAMS BEARING OVER DROPPED STEELARE TO BEAR ACROSS FVLL WIDTM OF LOWER BFAM TOP FLANGE. , pqp�� � • �SY �PSL BRG � �� ..�,. � OR ALTERWITE SHOWN W idS2 r v
<br /> STEEL SUPPLIER TO INSTALLY<'FULL DEPTH S7IFFENERS M LOWER BEAM AND PROVIDE BOLTED CONNECTION WRH `', '��' ... �, END t ��`c�atc _
<br /> i �, y � t ' �MING �' � R.14 K � %�...�., i °� t � .�.1 t�Lvl UP6ET
<br /> MINIMUM�2�Ye'�WMETERBOLTS. I y a H �' -�
<br /> 12. PROVIDEYs'FULLDEPTHSTIFFENERSATTHEENDSOfILLLSTEELBEAMS. 7 A $ _ .+-- . NOT��q ry��;' SEE80R '� �� (4)2z68RG � � • -�3 �
<br /> 13. STEEL BEAMS ARE TO HAVE SOLID 2 s MINIMUM TOP PIATE FASTENED W frH Ye'DUIMETER BOLTS STAGGERED EACH ^ � ��� n . ^-, ru e` 9/52 AS �,,. � THIS END '� � - z5 - . � ]
<br /> ' su n
<br /> SIDE OF WEB AT C8"ON CENTER MAX.WIDTH TO MLITCH BEAM.INCREASE PLATE THICKNESS AS REOUIRED FOR TOP � �" F g �-%: ._ APPLICA -X, 1���:: e � �•� ,�
<br /> �;'"' "w":.. '
<br /> FL4NGE HANGERS.BEAM TOP FLANGE/PLATE TO BE BRACED LA7ERAlLV BV FLOOR SVSTEM AT 48'O.C.MAX AND AT � t�;t 3 ., e�= 1 "� FRAME BETW EEN GTs I '� � '
<br /> " .: " . . " A¢ : .! , BEAMS w/7�12 LOFT �' ... � ' ..,
<br /> t :
<br /> l' .,
<br /> END9TVP. i.. . -- � :'.
<br /> 14. FOR JOIST TO FLUSM STEEL BEAM CONNECTIONS,BLOCK WEB SPACE SOLID w/LUMBER TIGHT BETNEEN FIANGES . �Y� �"� �� , ;� � ' -'� �..<. .WISTS�16'O.C.- �t . ^, �, ; I � �� 1
<br /> e
<br /> ANDBOLTTHRWGHWEBw/Ye'OBOLTSAT24'O.C.STAGGERED.HANGERJOISTSBVSUPPLIER. �-"^,^^a,� ` .. ' ' �Y"" SPPNSSHOWNAREFOR °�'�. (3)2fr1T '::" I , .,,, j'S�4 ;,
<br /> 15. VERIFV DROPPED VERSUS FLUSH BEAM CONDITIONS WRH HOUSE PV1N5. ^' �-e: ' � -�`"° f °" 3` �'-` F- ?' �: ... ROOF TRUSSES ABOVE _,_
<br /> 76. ALLOTHERFASTENERSTOBEINqCCOHDANCECO�ETABLER602.3�1). ���. x` .�.: <?'_ �2j� ��''r� ����Y$'� -v=
<br /> 17. ALL STUD PLIES IN BUILT UP COLUMNS ANO AT INTERMEDIATE STUD FRAMING TO BE FASTENED TO SHEATHING/GYP i " `�� ^ ... ���:`� �,VL
<br /> BOARD AS NOTED ABOVE(12'O.C.MAl(.AT EX7ERIOR AND 16'O.C.MAX.AT IMERIOR�. ...•, 'm... q��+ I.�;: ,„ .... . ��.� � � - a:�o- -�..* (4)a6 BRG AT � , � ~ ..ex.
<br /> '...�..-- �� i
<br /> 1B. ALL STONE IS TO BE THIN VENEER ADEQUATELY ADHEREO BACK TO WOOD FRAMINCa FOfi CONTINUOUS VERTICAL AND COMINUE BRG FROM (iU»A'LVL ' � `:�� �(�>>��%'j C ; i WTERMEDIATE � *�� f�'�µ i �
<br /> t
<br /> LATEFiAL SUPPORT BV THE MASON. ABOVE TYP. �.�:' }' � .".• - i "4 2a6 BRG � MULLS T'P. � . .
<br /> 19. TRUSS SUPPLIERS DESIGNING ELEMEPlrS TO SUPPORT STONE VENEER ARE TO USE 1.5 X DEAD LOAD PLUS LIVE LOAD } � �+- § "" �T� I � , "� _�c-�� j �'���� +1 ��'�
<br /> . '?�. .
<br /> I � ..
<br /> I� I
<br /> SEE 3/S7 FOR TALL . � �Y.:.
<br /> AND V600 DEFLECTION CRRERIA TO RESIST LON6 TERM CREEP AND FINISHED IMTEAUIL DIS7AESS.SIMILAli DESIGN ;' .�: --- P -��4� -"-F �js „ �' I p{ i�
<br /> REOUIflEMENTS PERTAINTOTRUSSESSUPPoRTINGHEAPTM/MANTLESTONEORCANCREfEMATERIALS. WALLFRAMING �; € .�� .. .. ..'",+� [I �! � �� �pNSTRUCT IMERIORBRACE� ��'�� : � I '
<br /> }..
<br /> - ....., 'i ... :.
<br /> 20.CUT PSL POSTS TO FIT.DO NOT BLOCK WfiH WOOD PLATE MATERNL,CRUSHING WOULD OCCUR.FASTEN STEEL ....... ;. � (3)11�"LVL I ....�..._. 4 '�(3)I6'LVL . t � j
<br /> WALLPANEL-SEE '. v�--� � .,,^ ; � � T ___-� ... ; WALLA6SHOWN NR3�S2 ' �� ' "V�� � �'� r`
<br /> : • ' F SHOWN INTABLEAT '.��� �. u�� ` _..
<br /> BFAMS TO PSL PoSTS w/(2)34e'x y§"STRUCTUPAL WOOD SCREWS.AT BOTTOM,PSL TO BEAR DIPECiLV ON INTERIOR BRACED - "'��` ,�-- A ' - �. . �'-' � V_ (�1 `� ��:, � , � � � �, , ,
<br /> �- i{, DETAILS AND NOTES t; , z �y� .
<br /> CONCflETE.IF UMREATED,WRAP BOTfOM w/MEMBRANE. • �, ,. . . (2)77 '� � ��� ' y. .
<br /> 21. P BRACED WALL REVIEW HAS BEEN PERFORMED.OUE TO FULL ENGINEEflING PROVIDED.EXTERIOR BRACED WALLS DETNLS AND N07E5 ' • , ' � ;;. -- >�. , ,�:.r l� �n'.2',.tOF Gi .-�µ BUILDER IS REWIflED TO SEND FlNALTtiUSS
<br /> ARENOTSHOWNFORCLARITY,BUTARECOVERE�BVCONTINUOUSSHEATHINGAN�CANNECTIONSN07EDABOVE. SFiOWNINTABLEAT I,_ •�' � .r'�,,$a � 'y .� .�-. �_ .. : TOPLEFTOFSHEET .�. '.^ , ' . N WY^=' , LpYOUfDflAWWGSTOTMEW1N50NGROUP
<br /> INTERIOFBHACEDWALLELEMENTSANDCONNECTIONSARESHOWNINTHESEDHAWINGS,ASWELLASENGINEERED TOPLEFTOFSHEET .-y '� '���Y���y'- f ;;` ��� � � TYP .. �. ���� � `---y-�� PNIORTOCONSTHUCTIONFOXVEXIFlCA710NOF
<br /> F,
<br /> WINDRESISTINGELEMEPRSTHATDONOTMEETPRESCRIPTIVECOOEREOUIREMENTS. TYP ';_ �`��'` `��, �+ .,`y �-� ��- ` ', ' "+�_"^�'v (Z�Z�� ,,, , �, LOADPATNSANDFMMINGSQESLISfED
<br /> � � :\{
<br /> 22. IT IS THE OPINION OF THE HANSON GFOUP THAT THE COVERED ENTRV PORCH AND CAVERED BALCONY ARE :i.. • " {�',[�� -ar � ' 6x6 POST w/STANDARD x „\� ' ' .
<br /> ' . ,:�.�: ' ,... ���.;� .
<br /> PHIMARIIY OPEN,NON-ESSENTULL STRUCNRES AND ARE EXCLUDED FROM THE OVEfiALL MIUN WINDFORCE �•, ` _ � � CANT(2��Yo L�B:Y'.`�'-'... pOST CAP TOP 8 BASE ''" � ���: �
<br /> RESISTING SVSTEM OF THE MOME.PROVIDE CO�E REDUIRED UP4Ff CONNECTIONS AT POSTS AND TENSION �. WBx48 SEE 7/S2) v /'.��. HIDDEN IN RISEh ICNO-` , qT��� � :::>-._ (3)2z6 BRG �.� + � �-� � � �hereby CeNfy t�at thi5 plan.5p8GlkatlOn or report
<br /> CONNECTIONS AT LEDGERS. OR GT BY SUPPLIER `- W��SHOWI{p/(2) '� ( 7NI5 END �t+;w ..,..,. '�, Wy5 p�gpa�¢d by me of undef my dfeCt SUpCrvlsion
<br /> ri'LVL�TW EEN ENDS (2)�LVL OR(fi)PLV BUILT UP�' �1 ` `��,' � and that I em a duly UCensed Prof bnal Engineer
<br /> Mp��qp�,g ; , BELOW BUMP OUT- P�Y'NO00 ARCH HEADER w/ �� , , under ihe laws of the Sta�e of I t2.
<br /> CONCRETE FOOTINGS: FC.5,000 PSI�28 DAYS(OR 3,500 PSI W RH AN APPROVED ADMU(TURE THAT -^`"` �� � MINIMUM DEPTH OF 9"��.ALONG ' �, _ _
<br /> r ' � PPOVIOE'.SOOLBUPLIFT �y .. .
<br /> ¢.� ENTIRELENGTH NOSpLICES-USE w.-..- .-.�; .
<br /> PROVIDESAWATERANDVAPORRESISTANCEATLEASTEOUIVALENTTOS,OOOPSICONCREfE �. " ' `� ' �,., CLIPSDQWNTOBEAM ( ._ -' Y /� ,�� � , ' ' SI9fICd:
<br /> CANCREfE WALLS: F'c.3,500 P51�28 DAVS (3)Zc6 BRG - " � qT BACKSPAN 10'SHEETS-GLUE PLIE$TOGETHER 1 �' BALLOON FRAME TALL STAIR ^
<br /> REINFORCING S7EEl: ASTM A615 GRADE 60 THIS END y�i_c�. � :. WRH LOCTRE PL PREMNM FAST _ . - WALLS�H�19'34 w/9�6 LSL
<br /> , �:-�.: , :v
<br /> STRUCTURAL STEEL: ANGLES/MISC-ASTM A36(Fr-36KSI) YY�(SEE 7/$2) � �x�P$L BRG EACH END GRAO ADHESIVE EVENLY APPLIED �I �, STUDS�12'O.C.) PAn�Name: Tf¢VOf AXnef
<br /> TUBES-ASTM A500 Gr.B(Fy.C6 KSI) : O�,(�:Nj SUPPI,IER SEE FRAMING NOTE 20 ' �D FASTENED W ITH Bd x 1}f�"NAIL$ �'
<br /> W SEC710NS-ASTM A992(Fy.50 KSp �, . , -�. IN R 3'z 3'GRID PA7TERN-INSTALL , •AT EACH SIDE OF WINDOW. Date: 11-22-17 lJcense Number: 4547�
<br /> FLOOR TRUSSES TO � '�. � R.e K EACH END A FINAL EXTERIOR FACE WULING ON PROVIDE(1�9�8 LSL BRG STUD
<br /> AGGREGATE: FOOTINGS-1J4"MA% , t '. R
<br /> WALLS/SLABS�'�MAX SUPPORT OFFSEf . ;,.. }o SEE e OR 9/52 AS ��� OPPOSRE FACE FFfEp BEAM IS . ; . .
<br /> .......... "� •» a ' �� b(2)9cfi LSL KING S7UDS FULL
<br /> ON.SRE SOIL CIAY(GFOUP Ilq ASSUMED WALLS ABOVE TVP 4 .. � � � � .., APPLICABLE BUILn �� �. t .: ' HEIGHT
<br /> THROUGMOUT PIAN „�,�" =' „ "'� j ROOF 7AUSS SPAN •AT�CH SIDE OF BUMP OUi,
<br /> Yw.60 PSF/Ff(ACTIVE) ` ¢= CONSTA(1CT PORTAL ��. I.� k � PROVIDE 1 9c6 LSL BflG SND
<br /> O �P UPp4ER I I
<br /> BACKFILL SOIL: SAND�GROUP 1)TO BE USED WHERE NOTED; �. ... • ��•�� ry f o FFIAME A$SHOWN IN 1?/S2 8 3'bt6 LSL KING STUDS FULL
<br /> y.e-30PSF/FT(ACTNE) FLOOFTRUSSSPAN �� W��� ' u 'I �ow i �+= ;� HEIGHT
<br /> WALL STUDS�10 OR LESS): SPF STU�GRADE OR BETTER BY SUPPLIER t 5(SEE 7/$2)08{3)24 LVL ., r W O 5 -� � � •INFlLL FRAMING LESS THAN 16
<br /> OR GT BY SUPPLIEfl � `' `� �- OT BY 9UPPLIEFl
<br /> WALL STUDS(OVER 10� SPF NO2 GRADE OR BETTER 7YP '� ��� - �� -�t . "�"'t, � FEET MAV BE 9c6s @ 18"O.C.
<br /> D I M E N S I O N A L L U M B E R: S P F N 02 G R A D E O R B E T T E R ; ti l ` °-' Y�Z n �s I TMP' •i O P A N D B O T T O M P L A T E S M N Y 3 6 0�1 4 l m e r L a n e N o M
<br /> TREP.TED WMBER: SYP NO2 GRADE OR BETTER i � � " ' � "
<br /> TRFATED GLULAM: SYP 24FV4 SLOPE CUT TOP OF BEAM AT - ' ���� "" " I BE SPF MP.TERIAL SWIe 4
<br /> ENDS TO QN'HEEL � � � (Z)���a LVL � '. �--- t PlymouM.MN 55641
<br /> LVL: 7�'WIOTH-Fb.2600PS1E.1.900.00OPSI •. .,� .. K ..... '....... • ......... ..... •..... TN612-708-9572
<br /> PSL; Fb-2400 PSI,Fc-2500 PSI.E.1 80U,000 PSI �_ ,�._� , h ��� �'�'.�anm�ryroupmn.eom
<br /> LSL SNDS: Po-1700 GSI E-1.300 000 PSI (3)2x6 8RG - --.. --� M ROOF TRUSS SPAN f .
<br /> LSL SNDS(2x8�: 1J�"WIDTH-E-1 SDO 000 PSI THIS END BV SUPPEIEH J -�� �. �
<br /> •�' �.. TYP. ' '� "� '
<br /> LSL BEAMS. 1�'WIDTN Fb.2325 PSL E=1,550,000 P51 �. "` �. . '. "�. // ^�.�� ��.
<br /> ... _., .. �.�- .. 1.
<br /> ALLOWABLE SOIL GARAGE WINDOW BUMP OUT �.'..�-' �'�: . . GP.BLE WALL BRACINGJ LL i .... �"��. . '��.
<br /> BEARING PRESSURE. 2,000 PSF(ASSUMED) SEE N52 FOR SUPPORT EACH END sEE„�52 Hansberger Residence
<br /> LOADS �0�5 Z REFERENCE PLAN 7VP.ATGABLEENDS , REFERENCE PLAN
<br /> ROOF LIVE LOAD: 35 PSF(SNOW) 2015 MINNESOTA RESIOEMIPL CODE S7 MpM LEVEL PU1N SHOWN FOF S7 UPPER IEVEL PNN SHOWN FOR
<br /> ROOF DEAD LOA�: 15 PSF �pCATION REFERENCE ONLV
<br /> � FLOOR LIVE LOA�: 40 PSf ABBNEVW710N3 PLpN NOTES: PLAN NOTES: �7ZO SFIaCI�NVOOCI ROaCI
<br /> FLOOR DEAD LOAD: 15 PSF n'P. � TVPICAL
<br /> � FLOOR DEAD LOAD: 30 PSF HT IN-FLOOR HEAT SIM. - SIMIUIR 7, qLL MEqDERS TO BE�2)2x10 UNLESS NOTED OTMERWISE.SEE FRAMING NOTES t T030N Si FOR MORE INFO. 1. ALL HEADERS TO BE(2)2z10 UNLESS NOTED OTHEPWISE.SEE FRAMING NOTES 1 T030N S1 FOR MOFE INFO. OrOnO�MN
<br /> WIND LOAD: 90 MPH EXP.B U.N.O. - UNLESS NOTED OTHERWISE BEARING FOR HEADERS AND BEAMS ONIV NOTE�ON PLAN WMEN E%CEEDING FRAMING NOTE REOUIREMENTS. BEARING FOR HEADERS AND BEAMS ONLY NOTED ON PLAN WHEN EXCEEDING FRAMING N07E REOUIflEMENTS.
<br /> THIN STONE: 25 PSF O.C. - ON CENTER 2. VERIFY FLOOR 8 ROOF LAYOUT WRH SUPPLIER.PflOVIDE(2)2ze BNG SNDS FT EACH END OF ALL GIRDER TRUSSES 2. VERIFY ROOF LqVOl1T WITH SUPPLIER.PROVIDE(2)2z6 BflG STUDS AT EACH END OFALL GIRDER TRUSSES
<br /> �y . CONTINWUSOVER UNLESSNOTEDOTHERWISE.TRUSSSUPPLIERTOVERIFYADEOUATEBEARINGAREAFORTFUSSMEMBERS. UNLESSNOTEDOTHERWISE.TRUSSSUPPLIERTOWERIFYADEOUATEBEARINGAREAFOFiTRUSSMEMBERS.
<br /> 3. REFER TO FRAMING NOTES ON S1 FOR A��ITIONAL WFOPMATION. 3. REFER TO FRAMING NOTES ON S1 FOR ADDfTIONAL INFORMATION. PlOjECt Numbef: 7 629 ^ �
<br /> Date: November22.2017 -`7-
<br /> Sheets: 1 oi 2 V
<br /> �COPYFIGHT HANSON GROUP,LLC 2017 �O Of��
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