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<br /> II brenner
<br /> PLAN NOTES: _ 2
<br /> GENERAL FMAING INFORMATION. architects
<br /> ALL WOOD FRAME TO COMPLY WITH APPLICABLE STATE AND LOCAL BUDDING CODES A IF-D• 20'-o' ° to D n a A, tT-D•
<br /> AND THE NATIONAL DESIGN SPECFICATIGNS FOR WOOD CONSTRUCTION PUBLISHED BY
<br /> THE NATION./FOREST PRODUCTS ASSOCIATION(NEPAL. __
<br /> THESE PUNS!WICKED CONCEPTUAL TRUSS CONFIGURATIONS AND LOADING VP
<br /> CONDRIONS.ALL FLOOR AND ROOF TRUSSES INDICATED ON THESE PLANS ARE TO BE
<br /> DESIGNED AND THIS RE BY THE TO O CONSTRUCTION
<br /> LICENSED ALLTO PRACTICE LOAD AND
<br /> C T.I.HIDE UNIT r
<br /> BEE ARINGSTATE Of CONDEMNSPROJECT.
<br /> PRIORRIATE OSTS AND BEARING
<br /> MNIGVERIFYQUIREM NTSMI NO ®M
<br /> BULRN000NrYA CANDC ENGINEER
<br /> 7EPo ANY
<br /> BEARINORWUIRMTHES PLANS a:x]D36 '??'ID cuwriDDA
<br /> BALDER NOTIFY ARCHITECT I ENGNEER OF ANY DISCREPANCIES FROM THESE PLANS. a x:e'-D' .D-o' M..
<br /> FOLLOW MANUFACTURERS RECOMMENDATIONS AND REWREMENTS FOR AND FURNISH -,,,,„,,,,..- ---,,____/--,,,,„,1
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<br /> ONVa © I —
<br /> ALL BLOCKNG,STFFENERS,BRACNG,FASTENERS,HARDWARE,ETC.NECESSARY Epi
<br /> INSTALLATION. 43, W 14117
<br /> ALL CONVENTIONAL LUMBER TO BE HEM-FR GRADE OR BETTER.MINIMUM LVL LUMBER I b..l 36ID5L ;o
<br /> PROPERTES' ® 226 myrtle street east suite I
<br /> stRlwa�: . HR onbleter,mn 55082
<br /> FD=2800 F51 0 www.ronlvennerarchitects.com
<br /> FY=285 PSI B D B D B 9 3z'I ' CSI RIDE AIR 651-3421278
<br /> E=1,900,000 PSI 11I
<br /> DJD. 3G-3 WPQD9 W00AYTA JAHP? D ELSRBS36 cae'�.
<br /> UNLESS NOTED OTHERWNE',EXTERIOR WALLS(INCLUDING DOTAGE WALLS)TYPICALLY
<br /> «:a ' :B-a D0'
<br /> TO BE 2X6 CONSTRUCTER,INTERIOR WALLS TYPICALLY TO BE 2X4,INTERIOR WALLS - �.�./iiti!w.. a
<br /> WITH POCKET DOORS TO BE 2X6 CCNSTRUCTICN.POCKET DOORS TO BE CUSTOM r 0 GREAT
<br /> 41
<br /> FABRICATED WED MBERSORNID ENGINEERED FRAMING'.CABINET WALLS AND s/6 �' TT
<br /> BALLOpI FRAMED WALLS SPOIL BE FRAMED WTH'TMBERSTRAND'. i L ROOM 35 VD9 .
<br /> • OUS-U) FE-U3 FCB-U CO 0�b /102
<br /> RAN DIMENSIONS ARE TYPICALLY TAKEN TO OUTSIDE OF WALL SHEATHING AT EXTERIOR 'D .D-O' :D �• ggg0
<br /> WALLS AND TO CENTER LINES OR FACE OF STUD AT INTERIOR WALLS. - &G/iii�B....01/l4/ ice ic/i�o�/�r_�/ws/// �j,, I KRECN,O'BRIEN,
<br /> COLUMN SEES SHAT NOT EXCEED CRUSHING STRENGTH OF THE PLATES THEY BEAR ON. r\ /4 POWDER a `'-a`+'s'UI xlAIR. I $ m MUELLER,ASSOCIATES,:
<br /> SIZE AS REWRED.UTLIIESOUPSHBLWKNG OR BEAR DIRECTLY ON FOUNDATION. p \ / �1031 / / sn�ety-�v
<br /> i STUDY ,BA DINIT4I a . 6115 G.n;e Avenue
<br /> USE PRESERVATNEIDEATED CALLEDCOLUMNS,BEAMS,RATES,MISC.FRAMING MEMBERS AS \ / 105 ®q 1170 1 EG�REEN -7J4 M Inver 1566116
<br /> O)6
<br /> RC-0IIRED BY CODE AND AS CALLED WTNPLANS. \ / $ J9 3
<br /> INHERE WOW FRAMING SIZES ARE INDCATED,MANUFACTURER TO VERFY GRADE AND % \\ // 5Q,o t.xw S J 6 - 3 11Rµ --~-----la- 2 411)
<br /> 651.451.4605
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<br /> SPPGNG REWREO TO MAMPN MNMUM 0480 DEFLECTION. ,.. o6 !
<br /> ^ 1..851.A51 0917
<br /> no \ / CO ALGOVE x'14 S_ m.. 9.m.t.a.1
<br /> ALL FLOOR BEAMS TO BE SET FLUSH WITH FLOOR FRAMING UNLESS INDICATED 93912 \\ // 3 104L LA ArI:rt4 3D 3.,x.3
<br /> OTHERWISE. `T' x7 •_y:SLCB .cx:nx
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<br /> ALL ROOF BEAMS TO BE DROPPED UNLESS NOTED OTHERWISE. \ / I " v0+0, •• y
<br /> DROPPED FLOOR BEAMS CR ROOF BEAMS SHALL BE 12'MAXMUM DEPTH UNLESS \ / f r !-3 t� r--_
<br /> INDICATED OTHERWISE o \ / WIG 6 I
<br /> SLL RATES SHALL BE 2X6 MINIMUM.ANCHOR BOLTS SHALL BELS'MN.DIAMETER o \ / 110• F86 5 I]Bxr-, j R9a91
<br /> NN.OJCAST NPLACE WRHrEMBED.ANCFKX2 BOLTS SHALL HAVE ZDNMETER%0125' \ / i /. ---� (BVI v - xo.o°rc o..•oveo.
<br /> THICK WASHERS TIGHTENED AND COUNTERSUNK 114'INTO THE TOP OF THE SLL PLATE. ^ \ / /WSLiaJ ^ ckeemy SNOW S/// //
<br /> SPACING SHALL BE48.O.C.WITH A MINIMUM OF TWO BOLTS PER PECE WITH BOLT S' B 6 y I s ,
<br /> LOCATED NO MORE THAN IT CR LESS THAN 4'FROM EACH END OF EACH PIECE 2 a 3u '1O� E 6`-w^ / : ,y [_[J Dn
<br /> inn
<br /> AT TILED FLOOR AREAS USE MUDSET METHOD AND DEPRESS FLOOR SHEATHING SO IT IS 3 E
<br /> RUSH MTH TOP OF FLOOR FRAMNG(SHEATINGN BETWEEN FRAMING MEMBERS). // \\ •\ I1� I�T�iV7EN 4 Ab•::
<br /> / \ / 6�^
<br /> WINDOW DESI4G SIZES
<br /> ON PLANS INDICATE FRAME WIDTH X HEIGHT IN INCHES.VERFY / \ W 4 110H I 3
<br /> ROUGH OPENING SAES WITH WINDOW MANUFACTURER. u / \ A / Q 5 7 J
<br /> AS A ANDLUNLESS SHOWN OTHERWISEFULL STUD ROVEE
<br /> DOUBLE STK D AT STUD) / \ ED
<br /> HEADER LINTEL SUPPORTS(ONE HEIGHT KING STUD AND ONE JACK STUD) / \ 0 8 ]-DxB-D G O
<br /> ^ / \ MUD 4., .. -_-_--- �_ uonrru// J� vi
<br /> SN.EXTERIOR
<br /> F.O. I 101 I °i— 6 f 0
<br /> / A -p PANTRY CAD /�
<br /> ALL EXTEROR WALLS TO HAVE CONTINUOUS PLYWOOD WALL SHEATHING.EACH PANEL Ot 3 for 0� ITDx3T] 50x6-0ENTRY .IF-U'] ELI
<br /> OF SHEATHING SHALL BE RENEWED WITH THE APPROPRIATE GRADE-TRADEMARK OP / \ G / x:D'-D' ll.l
<br /> THE AMERICAN RYWOODASSW.TKN. Y / \ �� T 0 FRONT y PANTRY ]DxB-0
<br /> PROVIDE IIB-SPACE AT EDGES AND ENDS OF EACH SHEET OR AS REWIRED BY THE % // \\ Al - 0 MICR %y TUN
<br /> MANUFACTURER. / \ 0 % a 1101 I F IC, _ - -
<br /> GRADE AND TYPE SHALL BE AS FOLLOWS: / V , R / • Q
<br /> Roos SHEATHING:NM APA PATER SHEATHING EXPOSURE/ ' \ 5
<br /> 0 ! C • ''n
<br /> ECTERMOR WA11:2416 APA FATED SHEATHING EXPOSURE �— / 0 0 wren 0 0 • - W
<br /> FLOORS'.4N14 PPR RATED SHEATHING EXPOSURE 1(1LG) ,. /,Va/U4r/..,/,////r/-� .//,/,/,:///////--//if//a/ /////.o�to/i/,o. N `Z/t '� -____ __.. a %i/f-�/n�//i F/Ul0//4vI. a Z
<br /> 68'MNMUMROOF SHEATHING TO BE ATTACHED INITH 0.113'DIAMETER RAILS AT 6-D.C.; / qq/ t.\F''-tN ) cuDx>3a-3
<br /> cE
<br /> EDGE,12'00.FEID.PROVIOED6'ac.NAILING TO ALL MEMBERS IN LINE WITH SHEAR 0 .._.DR %, �T, '.D-D' \cm 'JIM A90ts CO
<br /> WALLS.EDGE FASTENERS SHOULD BE PLACED 718'FROM PANEL EDGES AND ENDS OR AS 0 0REOREOURED BY THE MANUFACTURER 0 ,La E.M •.'- Z
<br /> 1S MNMUMFLOCR SHEATHING TO BE GLUED AND ATTACHED WITH 0.113'DIAMETER o - 4 __ I! x 3� ��' -�__ LE
<br /> MALS 06'O.C.EDGE,IZO.C.FELD. 3-0.9-0Y3-0.9-0 ^ AiM Bl�fi,� -
<br /> o rR
<br /> LIZ MINIMUM PLYWOOD EXTERIOR WALL SHEATHING TO BE ATTACHED WITH 0.113'
<br /> ED
<br /> METER.ALS AT 6'O.C.;EDGE,12'0.C.FEW UNLESS OTHERWISE NOTED ON PLANS, — / o':MULE YC �] Oa B a e a - ]'-D' CV BUILDER:
<br /> A
<br /> INTERIOR SHEAR WALLS TO HAVE SE GYPSUM SHEATHING BOTH SIDES OP WALL . e'-b• 1R'-D' tD'-b' 2'-D- 1- KENDE',HOMES
<br /> ATTACHED WITH BB COOLER.ALS OR WALLBOARD NAILS AT7'O.C.EDGE,1Z O.C.FIELD 0 I L'
<br /> 15250 WAYZATA BLVE
<br /> UNLESS NOTED OTHERWISE ON PLANS L5 00 WAYZATA.MN 55391
<br /> / r ROHE 932-4.7204
<br /> SPLICE ALL SHEATHING ON A COMMON MEMBER SOAR TO PROPERLY TRANSFER SHEAR ` CO
<br /> FORCES. ® /
<br /> ALL SHEATHING NALNG TO BE COMMON WIRE OR GALVANIZED NAILS. O
<br /> •
<br /> CONCRETE WORK: ^a I m 0
<br /> DO NOT BEGIN CONCRETE WORK UNTL ALL LOADING CONDIRDNS HAVE BEEN VERIFIED 3r _arc
<br /> BY GENERAL CONTRACTOR. 3i Cr) D9126.20,7
<br /> ALL RT(CONCRETE WOSHALL COMPLY WITH STATE AND LOCAL BUILDING CODES AND 0 .4-
<br /> Am Ri,vt"6`1°01 Ret.I.C•
<br /> ORDINANCES.CONCRETE CONTRACTOR SHALL VERIFY ALL REQUIREMENTS. / Navin W.0..v
<br /> TYPICAL FULL HEIGHT FOUNDATION WALLS SHALL BE 81 MINIMUM CONCRETE REINFORCED 0 Lp..m a.
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<br /> WITH ME AT24'O.C.EACH WAY AT EC CLEAR OF INSIDE FACE WALLS 10'ORTHICKER .6..s .0...6o....
<br /> SHALL HAVE ANADDMONAL LAYER OF MS AT 1,0.C.EACH PLAY AT 3'CLEAR FROM w hm•wue..my aen
<br /> EXTERIOR FACE.PROVIDE DOWELS TO FOOTING TO MATCH MAIN VERTICAL WALL IF •..,
<br /> '"O.I y'd°
<br /> RENFpOEMENT,AND NOON 12-INTO FOOTING AT J'CLEAR OF BOTTOM. / r x'M�6p
<br /> FOOTING AND PER SCHEDULE: I 920..6
<br /> USE 5,000 PSI CONCRETE AND GRADE 60RENFORCNG STEEL. • - I tu..A-
<br /> WF1 CONTINUOUS 20'X 10'WALL FOOTING WITH 2 MS CONT.BOTTOM ma 6ARAbE I
<br /> WF2 CONTNUDUS2PX12'WALL FOOTING WITH 2 ORS COM.BOTTOM 15501 5.
<br /> WF3 CONTINUOUS STOIC WALL FOOTING WITH 3 RBS COM.BOTTOM 312 I ,pig 4 i—��
<br /> WF4 CONTINUOUS 36-%10'WALL FOOTING WITH 3 MS CONT.BOTTOM M A L O N E
<br /> WFS CONTINUOUS 47X10'WALL FOOTING WITH 4 H5 CONT.BOTTOM P I RESIDENCE BY
<br /> F1 38•X3M'X12'WI5H5EACH WAY BOTTOM(18000LBMAX) HENDEL HOMES
<br /> F2 38"%38'X17 WISE4SAS EACH WAY BOTTOM(18,000 LB MAX) L
<br /> E3 42-X4MX1TW15M'S EACH WAY BOTTOIB(24,500 LB MAX)
<br /> F4 48'X46-X12'WI 6HS EACH WAY BOTTOM(32,000 LB MAX) ,
<br /> E5 60-X 60'X 17 WI T M'S EACH WAY BOTTOM(50,000 LB MAX) _ = 1020 MOONEY LAKE DRIVE
<br /> ORONO.MN 55391
<br /> SUBNOTE:MAMA.3'CLEAR COVER TO REINFORCING
<br /> USE SCHEDULE'. /
<br /> USE4.000 PSI CONCRETE AND GRADE RAINEXTERI STEEL I F,
<br /> PLANTAIN 80'MINIMUM FROST DEPTH FOR ALL EXTERIOR PERS. ,^ p
<br /> P1 18'SQUARE POURED CONCRETE PER WITH 4 ABS VERTICAL LAT CORNERS)AND R4 3~ 9
<br /> TES AT IT 0.C.
<br /> 'U
<br /> P2 3ZSOUPRE POURED CONCRETE PER WITH 8 ITS VERTICAL(?PER SIDE)AND 04 TIES 0 ,
<br /> AT 1210.C. 0 s..t TO
<br /> F NO PER IS REFERENCED ON RAN BENEATH A WOW COLUMN OR POST,ADD R5'5 .- 0 L b MAIN LEVEL FLOOR ,
<br /> •
<br /> VERTICAL N CONCRETE WALL DRECTLY BELOW COLUMN OR POST BEARING. 0 'y" •r PLAN
<br /> ALL FOOTING AND PER SIZES ABOVE BASED ON AN ALLOWABLE SOIL BEARING PRESSURE 0 0,
<br /> OF 2900 PSF.THIS VALUE TO BEVERFIED BY CONTRACTOR.NOTIFY ARCHITECT I 6 !//,//i/iv/iai/// ,/.i/
<br /> ENGINEER F QUESTIONABLE SOILS ENCOUNTERED. o -
<br /> 6. , 'i 4
<br /> 1 C.16,12930
<br /> b"
<br /> ` I5"M BID/PERMIT SET„,
<br /> Sheet
<br /> I Rumps
<br /> A2.2
<br /> Main Floor
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