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PXOJECT 9COPE PfUMNIC NOTES II�iFAI�L4
<br /> DESIGN OF CAST-IN-PLACE CONCRETE,STEEL,AND WOOD FRAMING FOR A PROPOSED RESIDENCE. 1. AlL EXTERIOR WALLS ME TO BE CONSTAUCTE�IN ACCOR�ANCE WRH hIE FOLLOWING CRITERIA,U.N O..WHICH MEEf50R CONCREfE FOOTINQS: Fc=5,000 PSI p 20 DAVS(OR 3,500 PSI WIT}I AN MPROVED Stonewood, LLC
<br /> CONSTRUCTION IS TO BE DONE IN ACCARDANCE WITM iHESE DMWINGS.STANDMD INDUSTRV EXCEE�S THE REQUIREMENTS OF CADE SECTION R602.10.4 WSP AND CSWSP. ADMIMURE THAT PqOVIDES A WATER ANO VMOR
<br /> PMCTICE,ANU THE REOUIREMEMS OF THE CAUE. A 2x8 STUDS SPACED @ 18'O.C. RESISTANCE r1T IEAST EOUIVqLENT TO 5.000 P51 CANCRETE 153 East Lake Street
<br /> B.FXTERIOR SHEATHING:�e'STRUC7URAL PqNEL SHFATHING w/B(!NAILS Q 8'O.0 AT PANEL EDGES r1ND 17 O.C.AT CANCRETE WALLS: Fc�3,500 P51�2B DAYS
<br /> OENENAL NOTES INTERMEDIATE SUPPORTS OR 1�'18 GAUGE STMLES�3'I B'SPApNG. REINFORpNG STEEL: ASTM A815 GRA�E 60 Wayzata,MN 55391
<br /> . 1. THESE DOCUMENT$APPLV TO STRUCTUML ONLV.REFER TO HOUSE PlANS PFEPARED BV 2. ALL INTERIOR WALLS ME TO BE CONSTRUCTED IN ACCARDANCE WRH THE FOILOWING CRRERIA,U.N.O. STRUCNRAL STEEI: ANGLES�MISC-ASTM A76(Fy-38K51)
<br /> ALEXANDER DESIGN GROUP FOH MORE MFORMATION. A.2[<OR Hc8 STUDS SPACE�@ 16'O.C. NBES-AS7M A500 Gr.B(Fy.CB K51)
<br /> 2. R IS THE RESPONSIBILfTV OF THE BUILDER TO PflOVIDE ALL FUTURE VLAN CMANGES TO THE WINSON B.WALL SHEATHING:J4'MIN.GVPSUM SHEATHING FASTENED TO FRAMINO w/Stl COOLER NAILS @ B'O.C.MA%.OR TVPE SM' W SECTIIXJS-ASTM A892(Fy�50 KSI)
<br /> GROUP FOR REVIEW.IF FINAL TAU55 UYWTS VARV FROM T/q$E SHOWN ON HWSE GUNS OR WALLBpApD SCflEWS Q 18'O.C.MAX.(Ya'MINIMUM SND PENE7RATION) AGGREGATE: FOOTINGS�1Yi'MAX
<br /> THESE DRAWIN0.S,NOTIFV ENGMEER. 3. ALL FLOORS ME TO BE IN CONSTRUCTED IN ACCARDANCE WfTH THE FqlOWING CRREHIA WALLS/SIAB$-�'MAX
<br /> 3. ADEOUATE SHORINQ DURING CONSTRUCTION IS TME RESPONSIBILITV OF THE CONTRACTOR. q,�ppR FRAMING SPACED AT A MAXIMUM OF 21'O.C. ON-SRE SOIL: SANDV-CUV(GROUP II ASSUMED�: Revislon Deta De6dlp�iOn
<br /> ' t. CONTMCTOR AND BUILDER ARE TO VERIFY ALL DIMENSIONS AND CONDRIONS BEF01iE PROCEEDING 8.FLOOR SHEATHING:�'STRUCTUHAL PANEL SHEATHING w/BE NAILS�8'O.0 AT PMIEL EDGES AND 1F O.C.AT IIRERMEDIATE '�e=45 PSF/Ff(ACTIVE)
<br /> WITH WORK.NOTIFV THE HANSON QRWP IF�ISLREPMlCIES ARISE. SUPPORTS. IF HEAW CLAV SOILS ARE ENCOUNlERED,
<br /> 5. MEANS AND METHODS OF CONSTRUCTION ARE THE RESPONSIBILIT/OF THE COHTAAGTOR. �. ALL ROOFS ME TO BE IN CANSTRUCTED IN ACCARDANCE WfTH THE Fq10WINO CRRERIA SAND SOILS ARE TO BE BRIXICM IN
<br /> A.ROOF FMMING SPACED AT A MA%IMUM OF 21'O.C. GRANULAR BACKFILL: SAND(GROUP I AS REO'D):
<br /> f-0UNDATION NOTES B.FASTEN ALL ROOF FMMIN6 TO TOP PUTES WRH USP RT7 OR SIMPSON M2.5 CLIPS OR C-0UIVALENT AND(3)BE TOENAILS. r s 3p PSF/FT(AGTIVE) (12)�.131'0 x 3'NAILS
<br /> 1. �MIN TILE,DAMPPROOFING ANUNN WATERPROOFING,8 INSUUTION,h5 WELL AS TNEIR C.ROOF SHEATHING:Ys'STRUCTURAL PANEL SHEATHINQ w/BE NAILS�e'O.0 AT PANEI EDOES AND 12'O.L.AT IMERMEDUTE W�SN�S(10'OR IESS): SPF STUD GRADE OR BEffER
<br /> INSTALLATION,ARE TO BE IN ACCORDANCE WRH THE CODE. SUPPORTS OR 1�'16 Gr1UGE STAP�ES�3'/6'SPACING. WALL STUDS(OVER 10): SPF NO2 GMDE Ofl 9ETTEH 7FIRU SHEATHING TO
<br /> 2. INSTALL A MINIMUM OF(2)ANCHORS PER PORTION OF SILL PLAiE AS WELL AS AN ANGHOR WfTHIN 17 5. ALONG LENGTH OF WAL1S,LAP WALL TOP PLATES A MINIMUM OF 24'ANU FASTEN TOGETHER WRH(8�ifid NAILS IN LAP ZONE.AT SIMPSON A75 CLIP EACH BLOCqNG
<br /> OF EACH END AS APPLIGABLE. CORNERS AND INTERSECTIONS,LAP PUTES AND PROVIDE(2)l Od FACE NAILS. DIMENSIONAL LUMBER: SPF NO2 GRADE OF BETTER SIDE OF BLOCKING w/
<br /> 3. BAR SPLIGES ARE TO BE UPPEU A MINIMUM OF 48 BAR DWAETEFS.PROVIDE 48'AUTCHING HOOK 6. ALL HEADERS AFE TO BE MINIMUM(2)2a10 LUMBER UNLESS NOTED OTHERWISE. TREr1TED LUMBER: SVP NO2 GMDE OR BETTER (6)Btl x 1yz'NAILS EACH
<br /> BARS FOR ALL HORIZONTAL BARS AT WALL CARNERS AND INTERSECTIONS. 7. (2)9�10 MEMBERS SNOWN MAV 8E SUBSTRUTE�WITH(2)1'I'K N.'LVL OR(])1if'c 5'h'LVL AS REOUIRED. LSL: 1J4'WIDTH-1.3E OR BETTER LEG OF CLIP
<br /> {. CME IS TO BE TAKEN DURIN6 BACKFILLINO TO MAINTAIN A PLUMB WALL ALIGNMEM. B. ALL DIMENSION LUMBER HEADERS AND BEAMS ME TO HAVE A MINIMUM OF ONE BEARING STUD AT EACH ENO ANO T40 AT ��' 1�'WIDTH-1.9E OH BEffER
<br /> 5. BACKFILL BELOW EXTERIOR STOOP SUBS WfTH GOMPACTED ORANULAR MATERIALTO FRQST�EPTH INTEflMEDIATE SUPPORTS.ALL LVL AND GIflDER TRU55 BEAMS AND HEAOERS ME TO HAVE rl MINIMUM OF TWO BEARING SNDS gEpp NG PRES4URE 2,000 PSF(ASSUME�) � TRUSSES BV
<br /> (I'-0'MINIMUM�. AT EACH END.9-PLV MEMBERS ARE TO HAVE A MINIMUM OF THREE BEARING STUDS AT EACH END UNLESS NOTED 07HERWISE SEE 7/St FOR SUPPLIER Q
<br /> B. PRIOR TO BACKFILLING,HOUSE FOUNDATION WALLS ME TO BE UTERALLV SUPPOq7ED BV FLOOR ADORIONAL BEARIN(i STU�S ARE NOT REWIRED FOF LVL SU&STfTIfTED FOR STANDARD SAWN LUMBER.ALL BEARINO ABOVE IS ��A� CONCRETE 4 2P O.C.MN(.
<br /> SVSTEM AT TOP AND SLAB AT BOTTOM OR BV ADEWATE TEMPORARV BRACING. UNLESS NOTED OTHERWISE ON PLANS.TRUSS SUPPIIER IS TO VERIFY GIRUER TRUSS BEARING LENGTN AN�SUPPOFiT yypLL qp�p �
<br /> ROOF LIVE LOAD: %PSF(SNOW)
<br /> REQUIREMEMS. MlCMOMGE I PUNs SHOWN LIGHT IN BACKGRWN�ARE FOR
<br /> ROOF DEAD LOAD: 15 PSF
<br /> 9. ALL HEADERS AND BEAMS ARE TO HAVE A MINIMUM OF ONE FULL NEIOHT KING S7U�AT EACH ENU.EXTERIOR OPENINGS GRFATER ypppD FLOOR 11VE IOAD: GO PSF INFO (2�9t4 BLOCKIN4IN LOCATION REFERENCE ONLV.PUN NOlES AND
<br /> THAN SIX FEEf IN WI�TH ME TO HAVE A MINIMUM OF TWO FULL MEIGIR KINO STUDS AT EACH END,D(CEPr�T T11LL W�LLS AS 'I ELEMENTS SHOWN LIGMT MAV NOT NECESSARILV i
<br /> WOOD FLOOH DEAD LOAD: 15 7Sf FlRST 3 SECOND TRUSS
<br /> NOTE�.EXTERIOR OPENINGS GREATER 71UN TEN FEET IN WIDTH ME TO HAVE A MINIMUM Of T11REE FULL HEI(3HT KING SN�S�T WIND LOr1D' 90 MPM EXP.8 SPACES�21'O.C. SUPPORT THE HANSON GRW P'S DESIGN.
<br /> EACH END,EXCEPT AT TALL WA1.L5 AS NOTED.MULTI�SPAN HEADERS WRH INTERMEDLITE SUPPORTS ARE TO HAVE KING STUD � �__ ____ .____._ _J
<br /> WANTRIES FROM FULL BEAM LENOTN. �p�
<br /> 10. ALL CONNECTIONS ARE TO BE MADE WITH ADEOUATE SIMPSON,USP OR EOUAL JOIST HANGERS.CLIPS.POST CAPS,ANO POST pp�5 MINNESOTA RESIDEMIAL CODE
<br /> BASES.CONNECT MULTIPLE MEMBER LVl'S TOGETHER IN ACfAflDANCE WITH MANUFACTURER RC-0UIREMENTS. JQ0 x 10'LONG ANCHOR
<br /> 11. ALL EXTERIOR FRAME WALLS ME TO BE DB SNDS(MINIMUM)AT 181NCHES ON CENTEH UNLESS NOTED OTHERWISE ON HWSE ABBREVIA7qN4 � WALL SECTION FRAME WALL ABOVE �TS(T MIN.EMBED)
<br /> PUNS.IMERIOR BEARING FRAME WALLS ARE TO BE MINIMUM 9�8 SNDS AT 161NCHE5 ON CENTER UNLESS NOTED 07HERWISE ON 7yp, � 7ypICAL 51 TVPICAL TOP OF WALL Q 72'O.C.MAX.OR
<br /> HOUSE PUNS.ALL EXfERIOR WALLS ARE TO BE SHEATHED WfTH'/�e'PLVWOOD OR OSB. SIM. = SIMILAR PAMLLEL TO FRAMING MAINT�IN e'MIN.STEM WALL EOUIVALENT METK
<br /> 12. ALL BEARING POINt OH POST LOADS ARE TO BE BLOCKED SOLIO TO THE FWNOATION. U.N.O. . UNLESS NOTED OTHERWISE �INCREASE HEIGHf AT FRONT STRAP ANCHORS
<br /> 13. STEEL COLUMN TOP AND BOTTOM PUTES(R�30 KIPS)ARE BV THE AUNUFRCTURER.STEEL SHEAR CUP CIXJNECTIONS(R-30 MIN. = MINIMUM GARAGE WALL RS RE�'D)
<br /> qPS)UNLESS NOTED OTHERWISE ON HOUSE PUNS)ARE BV THE MANUFACTURER. Mqx, . Mqx�MUM SLAB-0N1'iflADE
<br /> 11. PSL POSTS ME TO BE INST�LLED WfTNOIf�BLOCKIN�.CUi TO FfT.FASTEN S7EEL BEAMS TO PSL POSTS w/µ)Xa'x b' O.C. . IXJ CENTER SILL PUTE AND ANCHORAGE �14 HORIZ.BAFi�TOP OF WALL
<br /> STfiUCTURAL WOOD SCREWS. SEE 1151
<br /> NTS - NOT i0 SGV.E � : -
<br /> 15. DPOPPED AN�FLUSH NOTES AHE FOR REFERENCE ONLV,VERIFV WffH HOUSE PLANS.DROP BEAMS TYPICALLV REFERS TO ADD PUTES UP TO TO 6•MIN.
<br /> BOTTOM OF BEAM FLUSH WITH BOTTOM OF FLOOR SVSTEM. ��T. - GIRDEN 7AUSS FLOOR SHEATHINO rROOR TRUSSES BEVOND _ - -
<br /> 18. ALL OTHER FASTENERS TO BE IN ALCAR�ANGE WfTM CAOE TABLE R802.3�1). I - I I I I I a
<br /> CONSTflUCT RIOID FRAME 2'LEDGE
<br /> r-o•
<br /> /S SHOWN IN
<br /> � -SIMPSON A35 CLIP EACH SIDE OF �
<br /> ��.a.,,
<br /> TRUSS w/(B)Bd z tYi'NAILS EACH § ..�� - �- � SLOPE GM�E AWAV
<br /> �� - �� ..,.- � - _�LL . '�}"$= . - - - - :.- - - �. � FRAME WALL RBOVE LEG OF EACH CIIP µ -0 HOOKS�2!'O C MAX . FROM FOUNDATION �pNCREfE WALL
<br /> ��7 I DGSILLPUTE ` � � �'WIDExB'DEEPMIN.
<br /> E%TEND FOOTING FOR '�(Z)��Z L� �� FJ�IBEDDED IN FOUNDATION , N z 2-0'DOWELS Q]2'O.G.
<br /> CONTINUOUS CHIMNEV � ; �R� � O,q[}� (2xB w/7 MAX.OVERHANG) M/ALL d CAST IMO STOOP SLAB (5'MIN.EMBED)CENTERED IN WALL
<br /> SUPGORT-PHOVIDE SOLID 'yp � 8� � 9TAIN�MELL �CFEfE STAIP FOOTING
<br /> • MIN.' TOP-CHORD BEAflINO GENTERED UNDER WALL
<br /> TRUSSES BV SUPPLIER
<br /> BIOCKINGTHROUGH +ES' n SEEARCH.FORSIZE
<br /> FLOOR SVSTEMS AS RC-0'D � �.�,�,g' � ..�. �12e�18'O.C. FO r�adSTRUCT PORTAL I I I�I I I � �2!'O.C.MAX. �TE i wR LEDGE AS RC-0'i �I�EPIOR LIEDGEEM WALL
<br /> 4, y = ?;l� r�, FRAMEASSHOWNIN 'I SEEFMMINONOTE56 I � WALL SECTION
<br /> ` ' p$� L"'I � AND]ON 51 FOR SLOPE OMDE AWAV FROMJ SEE 4/51 FOR LEDGE CONDRIONS 51 WALI(OUT FOUNDATION Wr1LL
<br /> r y TVPICAL BEAM AN� FW N�ATION
<br /> � I e�' CONSTRUCT POfiTAL �o I NEADER SIZING
<br /> ` . USN � p . I �E AS SFiOWN IN � .... I . . _ 10'MN.C.I.P.LONCIIETE WALL
<br /> . ... /4'0 ANCHOfl BOLT
<br /> . 7 F2 ;;�:. . _ _ _ NUT 6IN TH�K x 7 , BEAR STEEL
<br /> fi'MIN.BRG I - "-' '--'--""- ��T��� � - - x• � WALL SECTION I CONCREfE
<br /> E%TEND FOOTING FOR 00R S�UAflE 7 STEEL BEAM
<br /> - SEENSI - .,,,.�L� . (Z����.�� �'r� �q���� CONTINUWSCHIMNEV WASHER@21'O.C. S1 TOPOFW1ILLAT (S�P�) � U.N.O.
<br /> � 5 7 � REINFORCED STOOP
<br /> '- � ea4' � SUPPORi-PROVIDE SOLID VERT.BAR OPT10N5:
<br /> ;� ��5 - (2)1e'0 x 6'WET SET
<br /> � . I aem - �+ a BLOCKING THROUGH JIS BARS�18'O.C.OR BOLTS OR SIMPSON
<br /> �� f� I� 7 �K 7 PSL - , 3 � FLOON SVSTEMS AS REO'D �8 BARS @ 2<'O.C. TREN HD OR EPDXIED
<br /> i �. �:f �' - ... ��l. THREADEDROD
<br /> ' _ / OI , -/� POST-INSTALLED
<br /> P
<br /> , .__ _- .. I� ��� �PSL ANCHORS
<br /> x ��z� BOTH ENDS �I
<br /> � PSL t
<br /> F2
<br /> �
<br /> �z
<br /> ]
<br /> �� W��s� ,�f-'1 F3 F3 (9)1<'LVLr� �PSI W16zSt la� 6'MIN.BRG
<br /> DROP _ . . pq�.Iv FLUSH � - SEEfl51
<br /> " , = a� --;IY HORIZ.BAHS Y!0 ANCHOfl BOLT(/'MIN EMBED)
<br /> ' f�
<br /> _J I - I . ,
<br /> 6 SEE�/51 � vsi L-� � �-_�F� � '�... �e+.raooweus �2�O.C. w/NUTSJ67HICKx200R
<br /> . � �l� v � STOOP FWNDATIONS TO f 7Y O.C. SOUARE WASHER�26'O.C. e DETAIL
<br /> J
<br /> - I 51 I, ,� I � I�BE FULL DEPTH THIS SIDE �5'MIN.EMBED) �
<br /> ' . I .F. . I I i I A0.IACEM STAIRV/ELL 2v8 MIN.SILL PLATE- B�OOR PRER ES S1 EN�OF STEEL BEAM TO
<br /> �. I \II 9 - I (�8 w/2'MA%.OVERHANG) �ONCRETE�NNECTION
<br /> ' �I pT i �V ' 'I I � 20'WIDEtB'DEFP- � �24'O.C.MA%.
<br /> Mpry.gqp. - I i 'I MIN.CONCREfE
<br /> < �
<br /> +�'�� - :.��� Z �
<br /> � ^. � I I \ � - ' M in� � STRIPFOOTING -SUB�ON{iFUDE 6 � .
<br /> ' . __. I '�I MIN '
<br /> ' yFp _ I j I PROVIDEA�DITIONALB' '
<br /> _ J `��w �<� - MIN.CROSSWMI o I I-I I II I
<br /> _ � Q` SIMPSOIJ/u15 FRAMING
<br /> . . �'.f .i� BETWEEN HOUSE _ AN(3LE EACH SIDE OF
<br /> FW NDATION AND STOOP TAUSS w/(8)�z�Ke'�IIS
<br /> ,� �, � �� i� °
<br /> / �' -' ' �. � WALL AS SHOVRI. EACM LEO OF ANGLE I
<br /> / . ALL IMERIOR STRIP� � �- �� - :.1
<br /> F0071NGS ME 70 BE � �`-���. -- - :,,, � � ,,,. . ��. REiNFORCE wise I hereby certity Ihel tl�is plan,specd¢a4on or i
<br /> .._ __- - .--. _ .� ...- i HORIZONTAL BARS�2�• � BpOfl
<br /> /:� 20•THICK x 8'DEEP � - O.C.w/MATCHING HOOKS was prepared by me or under my drecl supervisian
<br /> �i ai J L_, �_ _ nao wrEasEcru� �z� WALL SECTION I a�a mat i em e a�ir uceosea�nress�ooai eog�oe�
<br /> WALLS S7 HOUSE FOUNUATION WALLw/ UIWef�he 18W5 of thB&18te ne5o�2.
<br /> /�� `_ ��' �"� � NHORIZBMSp21'O.C.
<br /> SEE 1/$2 FOR GARAGE ' - TOP GHORD BEARING TRUSSES �� .
<br /> / /�� FOUNDATION SECTION � PROVIDE w/M4 B'MIN.C.I.P.CONCREfE WRLL � Slgned:
<br /> N4 4'-0 MOOKS @ 24' 7-0' SIMPSON A35 CLIP FJ�CH @ REAR GAMGE WNLL
<br /> CUT LOCATIONS � ) HOHIZONTAL BARS�?A' � AT NON-BFARIN(i � �
<br /> -� ' O.C.MAX BOTH END OF SIDE OF BLOCKING w/ � I 10'MIN C I P CONCREfE WALL
<br /> % y�� ry O.C.EACN WAV IN SLAB SIDE WALL,EXTEND @ LEFT GARAGE SIDEWALL P���Name: Trevor Aaner
<br /> REINFORCE�SLAB b THIS SIDE A�JACEM (6)BC x 1Ya'NAILS EACH WALL FOR HIGH
<br /> � SECTION LEG OF CLIP
<br /> STAIHWELL GM�E SEESBI
<br /> •.°.- i .' p�'P � . ._._ . ... - Dale: 4-24-15 License Number: 45470
<br /> (I y.LOU£R LE VEL FLOOR PLAN VERIFV TOP OF SLAB ELEVATION- VERT BAR OPTIONS:
<br /> W�r '.�/ '��-•�� - �� 8 INSUUTION REQUIREMEHfS w/ NS BARS�18'O C.OR
<br /> /`'ij '7(� � �FIxT-0'UOWELS@]70C. d
<br /> H W SE PUNS (12)0.131'0 zT NAllS (5 MIN.EMBED) 7 ��S�24'O.C.
<br /> ��// � .M x�'-0'HOOKS @ 2P O.C.MAX.- THRU SHEATHING TO
<br /> EMBEDDED IN FOUNDATION g�pCp� I
<br /> WALL 8 CAST IMO STOOP$LAB
<br /> 7-0'
<br /> �H SLAB�ONGRADE I
<br /> � REFERENCE PLAN I� a TRUSSESBV - � �'°"°m°'�,',�
<br /> 5� LOWER LEVEL PVW SMOWN FOR CONCRETE PAD FOOTING SCHEDULE 5 E��R SUPPLIER� Plymouth,MN SSM1
<br /> LOCATON REFERENCE ONLV MAR1( FOOTING SIZE �EINFOflCEMENT EACN WAV '� IEDGE AS RC-0'0 a 21'O C.MAX. TN 612-]0&35]2
<br /> F1 {'�8'x Y-6'M 1'-0' l5 BARS @ 12'O.C. O �'�'�'h������.�
<br /> F2 3-8'x 3'-B'z 1'-0' i5 BAHS�17 O.C. � SEE 651 FOR� 20•WIDE x 8'DEEP MIN.
<br /> d fANCRETE (p)�4 BLOCKING IN CONCRETE 57AIP FOOTING
<br /> F3 Z-0'z 7-8'z 0'�8' IS BANS�12 O.C. O WALL AND FIRST d SECON�TRUSS LOWER r15 REQD FOR FR0.ST
<br /> ANCHORAGE SPACES�2�'O.C. PROTECTION IF SPACE HAS
<br /> 4 F4 7-0'%7-0'r0'-8' NONE b INFO POTENTIALT08EUNMEA7ED
<br /> MAIMAIN6'MIN.STEMWALL Gustafson Residence
<br /> I LOCATE REINFORCEMEM 3'FROM 7ME BOTTOM OF FOOTNO b w/E%TERIOR LEDGE
<br /> 3928 Cherry Avenue
<br /> � Orono,MN
<br /> � WALL SECTION / /
<br /> S1 TVPICALTOPOFWALL � WALL SECTION � ? C. (.�� � /� / C.~ 1 �� `..-.7
<br /> PARALLELTO FRAMING � L_ �
<br /> • S1 C.AMGEFOUNDATIONWALL -'� � � '
<br /> Pro�ect NumDer 5.155 A �
<br /> Date: Mr1124.2015 =-
<br /> Sheeu: 1 of 3 V
<br /> mCOPVRIGHT HANSON GROUP,LLC 2015
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