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ron
<br /> brenner
<br /> PLAN NOTES: fa
<br /> architects
<br /> GENERAL FRAMNIG INFORMATION
<br /> ALL WOOD FRAMING TO COMPLY WITH APPLICABLE STATE AND LCCAL BULDNG CODES
<br /> AND THE NATIONAL DESIGN SPECEICATIDNS FOR WOOD CONSTRUCTION PUBLISHED BY
<br /> THE NATIONAL FOREST PRODUCTS ASSOCIATION(NEPA).
<br /> iiii-
<br /> 7 ,..._.001.M1N39
<br /> THESE PLANS INDICATED CONCEPTUAL TRUSS CONFOURATONS AND LOADING vocv`5F'L a �c.,g
<br /> CONDITIONS.ALL FLOOR AND ROOF TRUSSES INDICATED ON THESE PLANS ARE TO BE 5110770 20020501502.75 �\
<br /> DESIGNED AND ENGINEERED BY THE MANUFACTURER LICENSED TO PRACTICE WITHIN
<br /> THE STATE OF THIS PROJECT.PRIOR TO CONSTRUCTION VERIFY ALL PONT LOAD AND 2:N:T 12'01.517011 fu 253 S
<br /> BEARNO CONDITIONS AND CODRDRIATE POSTS AND BEARND REQUIREMENTS WITH THE •5 AT Q'OL.EA.n2r M'
<br /> BUILDER NOTFY ARCHITECT ENGEEER OF ANY AND REQUIREMENTS
<br /> FROM THESERANS.
<br /> FOLLOW MANUFACTURERS,RECOMMENDATIONS FORDO/ARE,
<br /> ET.NE ESARY FRH I^ I^
<br /> r1.01.1. `]12x6,,NEa ~ O
<br /> ALL BLOCKING STIFFENERS,BRACING.FASTENERS.HAROV4ME ETC NECESSARY FCR IIz)u6 5 i
<br /> All CONVENTIONAL LUMBER TO BEHEMFRR2 GRADE OR BETTER MINIMUM LVL LUMBER 121.6 TRIMMER 1. MALL
<br /> 673 Y4-Yv2ivL .A O10 ]1 ye 7-NM B•ORL LONLeF-E RFASNING ,. ----_ BrOeED CO2RE Ec9r+a vS� M 226 myrtle Street east.SUitel
<br /> PROPERTES: 1212x6 KING - 2)1%b%?G L nl Tx:N STONE VENEER /� E Fv'-Di STDAE 270050 Stillwater,mT 55082
<br /> Fb 4.2600 751 EA.END F 35*Wa I =A D" ry^SDS�I�eE NOT xEEDEDI ORE EWE�Gf a?K=T:L'1 www.ronbre-342-1chitects.com
<br /> PY=285 PSI I
<br /> I I I 11• - /W55IA:.ED 651-342-1278
<br /> E=1,900,000 PSI 5.3'AaS SLNI b
<br /> E I \.„ 1_I s ( O _ Consul..
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<br /> UNLESS NOTED OTHERWISE.I UTERITERIOR W WALLS INCLUDING TO BE 2X4,INTWALES)RIOR
<br /> WALLSTYPICALLY 70 x 0 j I I t
<br /> TORE POCKET
<br /> CONSTRCORS UCTION.INTERIOR CONSTRUCTION.
<br /> BE 2X4,NTE CUSWALLS I a�
<br /> WITHPOCKEW DONUT ERSTRAE 2X6 CONSTREERED POCKET DOORS TO BE WALLS TOM
<br /> STEP FOOTING 0012AU210R5 GOVER nMKort A. t5'•LOL�zYj3 I T.50205 VENEER
<br /> BALLOON FR WEED WADS SHALL ENGINEERED FRAMING".CABINET WALLSAND TO nA1Mi40 al'00 04.F UTEER n•. ,_V_,.._1_, AL205r 571E Orr-
<br /> BALLOON FRAMED WALLS SHALL BE FRAMED WITH"TMBERSTRAND-. -- 00 BO1Tcn or TOXIN -fa)a%B--19H Y4x w12-wL 13Hvax _ _ LO[xpR - ------ ----(1--
<br /> (STer 2 roR¢.T01 VE7TL'AL) r� --' 7051 T- .
<br /> RAIIDMENSONS ARE TYPICMLYTMEN TO OUTSIDE OF WDLL SHEATHING AT EXTERIOR Fl X-'nt X'
<br /> WALLS AND TO CEMFA LIVES OR FACE OF STUD AT INTERIOR WALLS. STEE.IOLUNN L _ _ I Pc - P- 1 KREGH,O'BRIEN,
<br /> " I
<br /> t✓ Lt 5/SADDLE - J 3 5TU05
<br /> COLUMN SIZES SHALL NOT EXCEED CRUSHNG STRENGTH OF THE PLATES THEY BEAR ON- I 1 I 6)u001005ER W W W I MUELLER RASSOCIATES,..
<br /> SIZE AS REQUIRED,UQE SQUASH BLOCKING OR BEAR DIRECTLY ON FOUNDATION. 00]11 LOAD (2)2X6 KING _--'^,•-'I"e^'¢
<br /> PROS ABOVE I I E.END 6115 C22111 Menne
<br /> USE PRESERVATIVE TREATED COLUMNS,BEAMS,PLATES,MEC.FRAMING MEMBERS AS - -'- ." - _- I I -= -_I__ x0.5-An.25 In.x Grove HeyNn
<br /> REQUIRED BY CODE AND AS CALLED OUT NPLANS. 1 - _ - 1 w rEKIFT F1rzELKE r ,til FOR Ix-.
<br /> MinlrFom 55076
<br /> WHERE WOOD FRAMING SAES ARE INDICATED.?ANUFACTORERTOVERFYGRADE AND r 1 ' 1 ' I 651.451.4605
<br /> SPACNGREOURED TO MAMANMNMUMU480 DEFLECTION. I - 'A'ROOR TRI55E5 I '502220'W05E5 Ir IB'Fan.40455E5 - I _ I 6°6514510917
<br /> ALL FLOOR BEMIS TO BE SET FLUSH WITH FLOOR FRAMING UNLESS INDICATED I i I2 0CUEIS O?S✓B OH AO E? I I I R I M°° �m«M.m.
<br /> OTHERWISE. I I IS ` rvE%6 rv'.axnann F. 1
<br /> ALL ROOF BEMIS TO BE DROPPED UNLESS NOTED OTHERWISE. I I I9 I• 005222EL 0-10 LV \I 1 LJ I
<br /> W q 1m 8 E L 0.,3/4 E%F 415045 f I _�F.,f Fna L-, s ��
<br /> DROPPED FLOOR BEAMS OR ROOF BEAMS 5WEL BE 15 MAXIMUM DEPTH UNLESS 00052 S_•e? T x
<br /> INDICATED OTHERWISE I I I.
<br /> -74,550III -x NIa.6'LVL O-..Aa}5
<br /> I X 9EAR"NG AO 1 YA00_:s. FO/IN-•
<br /> FROy 390 ?+•'-ASE A0D'lD' R.....
<br /> SU.RATES SWILL BE 206 MINIMUM ANCHOR DOLTS SHALL BE IT MN.AISETER W I 1 I
<br /> (U.N.OJ CAST IN PLACE WITH T EMBED ANCHOR BOLTS SHALL HAVE TINESELRX0125' I SIDE 55 I I aro
<br /> THICK WASHERS TIGHTENED AND COUNTERSUNK IIP INTO THE TOP OF THE SU.PLATE. r 11312•%°140 POST I I I
<br /> SPACING SHALL BE 48'O.C.WITHA MINIMUM OF TWO BOLTS PER PACE WITH BOLT 4'011I.RETE SLAB 05 GRAS 7�I STEEL COLUMN I I
<br /> LOCATED NO MORE THAN 170R LESS THAN 4-FROM EACH END OF EACH PACE nr 6x6 AI 41014 nrvF I. \ i, H ( ~70t 01NSADOLE G X 1-
<br /> ATTIEDFLOOR AREAS USE MUDSETMETHOD AND DEPRESS FLOOR SHFATHNGSORSIiI F 1 t ' J - I ®�I -...ru_� -... - r-1 Vr I K
<br /> FLUSH WITH TOP OF FLOOR FRAMNG(SHEATNG N BETWEEN FRAMING MEMBERS). I Iii L- 7051- U
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<br /> WINDOW ESMNATONS ON PIANS INDICATE FRAME WIDTH X HEIGHT N NICHES.VERFT I.
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<br /> I� .2.•xai7.YX
<br /> ROUGH OPENING SAES WITH WINDOW MANUFACTURER ' .`(3)•55 xOR,_. 15'FwLI TRu*hE5 -I• 'd�rroe TR.55E5 ,,LI I^
<br /> ....L -I I I"^I Icy I I 0
<br /> AS AA MINIMUM UNLESS SHOWN OTHERWISE ON PLANS PROVIDED SINE STUD AT ALL i 1 E -'-'-
<br /> '� I fl " m J
<br /> HEADER AND LINTEL SUPPORTS(ONE FULL HEIGHT KING STUD AND CNE JACK SND) I r I���j B I-1 Iµ --- 1 �p
<br /> W __ T(,(31.6 TR1D �'01 r (n
<br /> ALL EXTERIOR WALLS TO HAVE CONTINUOUS PLYWOOD WALL SHEATHING.EACH PANEL 1 _a LINE OF 70TE500 ,-. I L- 0
<br /> THE AMERICAN PLYWOOD 0.550CIATON.OF SHEATHING SHALL BE DENTFIEDINMI THE APPROPRNTE GRADIN-TRADEMARK OF } 4
<br /> 1311ka N5OVt L9EAN r 12+5 iA0 X l - W
<br /> PROVIDE 1/13'SPACE AT EDGES AND ENDS OF EACH SHEET CR ASREOURED BY THE2
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<br /> MANUFACTURER i- 1,11x6 T¢0 _7 6J I CZ
<br /> GRADE AND TYPE SHALL BE AS FOLLOWS.. -.-�0R a,sss�LLL''' Z- off 1 1
<br /> 1007 I Q
<br /> ROOF SHEATHING:4020772 RATED SHEATHING EXPOSURE I L J A N"1.007 TR,55E5 1 OG
<br /> OG
<br /> EXTERIOR FYI).24/16 APA RATED SHEATHING EXPOSURE 1 m
<br /> FLOORS:4624 APA RATED SHEATHING EXPOSURE 1(TAG) L P f 0 8 5 % X L I z
<br /> - _ _
<br /> 518"MINIMUM ROOF SHEATHING TO BE ATTACHED WITH 0.113-DIAMETER NAILS AT 6"O.C.', L L J 20 -d:_ '
<br /> EDGE.EDGE FELD.PROVIDED"O.C.NACNG TO ALL MEMBERS N LNEWRH SHEAR _ -- + ___J m
<br /> WALLS.EDGE FASTENERS SHOULD BE RAGED 3R'FROM PANEL EDGES AND ENDS ORAS -- j(- -
<br /> REOREQURFDBYTHE MPNUFPCTURFR 1 _ __ --9-7--"-''
<br /> - ' Z-11 rAF 1 O
<br /> 3/4"MINIMUM FLUOR SHEATHING TO BE GLUED AND ATTACHED WITH 0.113-DIAMETER 1 r, -+F LAND.
<br /> /1.--
<br /> NAILS a 6"O.C.EDGE,IT O.C.FEUD. /1I I T - _ __ I -_ - t^� :.',rcEiEs�en.-
<br /> 1T MNMUM PLYWOOD EIREROR WALL SHEATHING TO BE ATTACHED WITH 0.115' W ( Crn1-O 5020 M1A1 O
<br /> DIAMETER NALS AT6"0.C.,EDGE 15 0.C.FELD UNLESS OTHERWISE NOTED ON PIANS. _1 I I L- •14'00. LV BUILDER:
<br /> ill -.R.Z5 c MS Fx.
<br /> INTERIOR SHEAR NNIS TO HAVE SirGYPSUM SHEATHING BOTH SIDES OF WALL 1 I L - J I HENDEL HOMES
<br /> ATTPCHEDYIrTH Ed COOLERNHLS OR WALLBOARDNAILS ATT"O.C.EDGE,17 O.C.FIELD = 15250WAYZATA BLVE
<br /> UNLESS NOTED OTHERWISE ON PLANS J. I I 3" 4 T C WAYZATA.MN 55391
<br /> 1 I 5'CONCRETE S_AE/IMF 22, E 1,5020.455.202-7252
<br /> SPLICE ALL SHEATHING ON A COMMON MEMBER SO AS TO PROPERLY TRANSFER SHEAR VS AT'2'0 1 .a EA 5TH' NII s157 725 5.25.0°OeAI:vGs
<br /> . W -DJIIEL Lo fNDN.MALL TD ANL-:TE.'FOR REVD,°57.04-0 ›-
<br /> 0-
<br /> ALL SHEATHING NALNG TO BE COMMON WIRE OR GALVANIZED NAILS. 1 A 1a'DAL ExuA4.Ov
<br /> -PROVIDE a'VOID FORM O
<br /> DOCONOT BRAN CONCRETE WORK UNTIL ALL LOADING CONDRONS HAVE BEEN VERIFIED © 1 I So-10200100 TE rO r0.5 AT 1r FLOOR 00 U
<br /> BY GENERAL CONTRACTOR ® © I
<br /> I ® B E.MAT-INSEE M35 FOR CONTROL 0000 O ° 9/`0,`55
<br /> A5 U AArow
<br /> ALL CONCRETE WORK SHALL COMPLY WITH STATE AND LOCAL BULGING CODES AND I I rMtloe Ree°"
<br /> ORDINANCES.CONCRETE CONTRACTOR SHALL VERIFY ALL REQUIREMENTS. Noy It1-_-__ rN...N A°•2•
<br /> TYPICAL FULL HEOM FOUNDATION WALLS SHALL BE B"MINIMUM CONCRETE REINFORCED 1 I 1 I M.,mq.1..0
<br /> WITH NTS AT 24"O.C.EACH WAY AT314"CLEAR OF INSIDE FACE.WALLS IT OR THICKER I I I 7000021005 IAL_4E:nF004:110 AT 5.201 •0.dA.t0500.702 e20
<br /> SHALL HAVE AN AORITONAL LAYER OF N'S AT 12'0.C.EACH WAY AT 3'CLEAR FROM _
<br /> EXTERIOR FACE.FROVOE DOWELS TO FOOTING TO MATCH MAN VERTICAL WALL 1 I 1 1 AT ror 07 MALL :zon'A0 nI:3155 m.n.mmaw o.' ma o.Aaema'A
<br /> REINFORCEMENT,AND HOOK 15 INTO FOOTING AT 3"CLEAR OF BOTTOM. 1 I I •200.0C.VERTICAL 2..52
<br /> FOOTING AND PER SCHEDULE: I LI - I •ROVIDE t'COVER F0.74.0.1.6f WE -
<br /> 9.00
<br /> USE 5,000 PSI CONCRETE AND GRADE 80 REINFORCING STEEL I I I I L
<br /> WF1 CCNTINUOUS20.X10"WALL FOOTING WITH 2545 CONT.BOTTOM I Pm55 Nmme
<br /> WF2 CONTINUOUS 24.517 WALL FOOTING WITH 255'S CONT.BOTTOM I
<br /> WF3 CONTINUOUS 37X17 WALL FOOTING WITH 385'S COMTO
<br /> .BOTTOM I 1 227E-E 5..29 05 25005 M A L O N E
<br /> 6x6nuxnLa nn F.
<br /> WFI CONTINUOUS 36-X10-WALL FOOTING WITH J M'S CONT.BOTTOM 0010:
<br /> WFS CONTINUOUS 47XtG WALL FOOTING DOTH 4 N'S COM.BOTTOM I LONLREOE Fc=SII 2 NINMun NOTE;
<br /> 701 30"X30"X17W/4N'SEACH WAYROTOMI?O,500LBMPX.) T•I----- REBM.Fy.6D«5Ii6R.i-0) GDAx5025 Fy 606�a60l�IMUM RESIDENCE BY
<br /> F238"X3B"X1TW/5N'SEACH WAY BOTTOM(1E,WOLBMAX.) TOt90F;.FnALLVA¢IEs HEN DEL HOMES
<br /> F3 47 X 47 X 17 W/SIRS EACH WAY BOTTOM(24,500 LB MAX.) 109 07 A.
<br /> 0
<br /> F4 48"X48"X17W/BMS EACH WAY BOTTOM(32,000 LB MAX)
<br /> FS 6O"X60"X1TWliNSEACN WAY BOTTOM(SOON LB MAXI • 22052FINIS-MD AA.. 1020 MOONEY LAKE DRIVE
<br /> SUBNOTE'MAINTAIN T CLEAR COVER TORENFORCNG I Lx Ir°S aM•oe
<br /> yJ r� ORONO,MN 55391
<br /> PIER SCHEDULE 2..102 _ •55 21:2 OL.vE¢•:C2- II -` =-•°5 B 420.2.
<br /> USE 4,000 PSI CCNCRETE AND GRADE 80RENFORCNG STEEL I - •55 Kr•17.00.roRG'rn•2L 2 j II 1 I MI ('- 5 O .'0,22 22
<br /> MAINTAIN 60"MINIMUM FROST DEPTH FOR ALL CREME(PERS. I •ORAD LDII:R 1 '�2t III _ •a -F
<br /> R 16-SQUARE POURED CONCRETE PER WITH 4R5'S VERTICAL(AT CORNERS)AND*4 I 5,,,,,,,10,22,...,,,„,,,,,.....
<br /> 7222 5554: 9= I RE'Am]�G nhL
<br /> TES ATI2"O.C.
<br /> P2 37 SQUARE POURED CONCRETE PER WITH 8 ITS VERTCAL(3 PER SIDE)AND N TES I W I
<br /> 27170.4 11-•-•- 1 G ,>,e
<br /> F NO PER 6 REFERENCED ON PLAN BENEATH A WOODCOLUMN CR POST.ADD NS'S I I
<br /> VERTICAL IN CONCRETE WALL DRECRY BELOW COLUMN OR POST BEARING. I I I ✓AI! I-8 i LOWER LEVEL
<br /> ALLFOOTNG AND PER SEES ABOVE BASED CN ANALLOINABLE SOIL BEARNG PRESSURE 1 I I 1; '-21-0' o'- _ STRUCTURAL PLAN
<br /> OF 2,000 ASF.THIS VALUE TO BE VERIFIED BY CONTRACTOR NOTIFTPRCHTTECTI - - Ili
<br /> ENGINEER F QUESTIONABLE SOLS ENCOUNTERED. 121 wxa'-O SLAB 'R i- o I
<br /> I REINF.(CTIA ••5 AT 12'01. -
<br /> I Iia 5*, L o
<br /> 1- - III 1111111 W
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<br /> __� O II BID/PERMIT SET
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<br /> 01 srs LDxGmuclxN. _a NMI.(1)./5 025002TUDIx2L 3'CLEAR 507700
<br /> A4.1 S
<br /> Lower Level Structural Diagram 2 Sport Court Wall Detail 9 Retaining Wall Detail-Typical
<br /> Mas v4=,ar P4.1S 17=11."
<br />
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