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ron
<br /> brenner
<br /> NAN NOTES:
<br /> GEMEMLFMMIINGNFOURTIOI{ architect..,,,s
<br /> ALL WOOD FRAMING TO COMPLY WITH APPLICABLE STATE AND LOCAL GILDING CODES •
<br /> ANO THE NATIONAL DESIGN SPECFFATENS FOR WOOD CONSTRUCT/CN PUBLISHED BY
<br /> THE NATONAL FOREST PRODUCTS ASSOCIATION INFPA). ®
<br /> THESE PLANS NDICATEDCONCEPNAL TRUSS CONFIGURATKNIS AND LOADING
<br /> CONDITIONS.ALL FLOOR AND ROOF TRUSSES INDICATED ON THESE PLANS ARE TO BE __
<br /> DESIGNED AND ENGINEERED BY THE MANUFACTURER LRENSED TO PRACTICE WITHIN m
<br /> THE STATE OF THIS PROJECT.PRIOR TO CONSTRUCTONVERIFY ALL PONT LOAD AND ey-o• 3B'-B• t'-o" NU
<br /> BERMAN CONDITIONS AND COORDINATE POSTS AND BEARING RWUREMENTS WITH THE +
<br /> BULDER.NOTIFY ARCHITECT I ENGNEER Cf ANY DISCREPANCES FROM THESE PLANS.
<br /> FOLLOW MANUFACTURERS RECOMMENDATIONS AND REOUREMENTS FOR AND FURNISH r1
<br /> ALL BLOCKING,STIFFENERS,BRACING,FASTENERS,HARDWARE.ETC.NECESSARY FOR ---'143.'-'177'-
<br /> G.:w^TD-- LIW2RTB -INSTALLATION.
<br /> -:E-b -'H-H-Jf-
<br /> LOxLRETE w 226 myrtle street east,suite I
<br /> ALL CONVENTIONAL LUMBER TO BE RENTFRnGRADE OR BETTER.MNMUM LVL LUMBER PA.y0 . 0 ® / stltwater,mn 55082
<br /> PROPERTES: C,Tos,y- ® www.ronbrennerarchitects.com
<br /> F0=260D PSI 651-342-1278
<br /> Fy=285 PSI
<br /> As, o
<br /> E=1BOO,OaO PSI r• 1 o
<br /> UNLESS NOTED OTHERWISE;EXTERIOR WALLS(INCLUDING GARAGE WALLS)TYPICALLY 3 ,
<br /> TO BE 256 CONSTRUCTION,INTERIOR WALLS TYPICALLY TO BE 204,INTERIOR WALLS
<br /> WITH POCKET DOORS TO BE 2X8 CONSTRUCTION.POCKET DOORS TO BE CUSTOM -r
<br /> FABRICATED WRH TMBERSTPAND ENGINEEREDFPAMWG.CABINET WALLS AND © r - cufOsoHR TX r Me3e '+1D OH o3v
<br /> •
<br /> BALLOON FRAMED WALLS SHALL BE FRAMED WITH Th/BERSTRAND•. -- B•0 �� _ _
<br /> PLAN DIMENSIONS ARE TYPICALLY TAKEN TO OUTSIDE CF WALL SHEATHING AT EXTERIOR r--
<br /> -
<br /> _-® __ _ . E�I�—• — - r 1 •
<br /> WALLS AND TO CENTER LINES OR FACE Cf SND AT INTERIOR WALLS. I `1 r� `
<br /> COLUMN SIZES SWILL NOT EXCEED CRUSHING STRENGTH OF THE PLATES THEY BEARON-
<br /> _... I KETCH,LLE O'BSTEN,
<br /> SEE AS REQURED,UTILIZE SQUASH BLOCKING OR BEAR DIRECTLY ON FOUNDATION. 0 I I _ m MUELIERSAt'.S^OCIATES...
<br /> USE PRESERVATNE TREATED COLUMNS,BEAMS,PLATES,MISC.FRAMING MEMBERS AS I I 6115..Nie Meige
<br /> r - 7. °'• I_ L T H.x Orn.55U
<br /> REQURED BY CODE AND AS CALLED OUT R4 PLANS. 1- 1 _-. _-, KT— ` M,.r.wte 550)6
<br /> •
<br /> WHERE W00DFRAMNG SEES ARE INDICATED.MANUFACTURER TOVERFY GRADE AND I 7-1 �I_. -- IF-1 651.4514605
<br /> lav 651.451.0917
<br /> SPACING REQUIRED TO MAINTAIN MINIMUM L48O DEFLECTION. (DISE 1 &AME5�l.. BAR „1 ROOM ' UNEXCAVATED _ __1_I - I m ya„a.N_a.n,..m.
<br /> ALL FLOOR BEAMS TO BE SET FLUSH WITH FLOOR FRAMING UNLESS INDICATED I I 10051 I I 1004lI-- I� 10001 10021 I C I I I
<br /> OTHERWISE.
<br /> be bw _l_ .qr _-- l f 1_1 m
<br /> ALL ROOF BEMIS TO BE DROPPED UNLESS NOTED OTHERWISE. I I I II. I I — _ I m
<br /> DROPPED FLOOR BEAMS OR ROOF BEAMS SHALL BEI 2'MAXMUM DEPTH UNLESS I I I I - •-_-�_-..,. I _ -E —J
<br /> INDICATED OTHERWISE I I I H I —. I
<br /> o I
<br /> SLL PLATES SHALL BE 2X6 MINIMUM.ANCHOR BOTS SHALL BE I?MN.DIAMETER I I I • I I I x....,.
<br /> NICO)CAST N PLACE WITHTEMBED.ANCHOR BOLTS SHALL HAVE DIAMETER X 0.125' I I I I i I I r .o o..
<br /> THICK WASHERS TIGHTENED AND COUNTERSUNK LIP INTO THE TOP OF THE SAL PLATE. "--- -
<br /> SPA.CNG SHALL BE48"O.C.YNM A MINIMUM OF TWO BOLTS PER PECE WRH BOLT ~ T��-- I -r I- J
<br /> LOCATED NO MORE THAN IT CR LESS THAW 4'FROM EACH END OF EACH PIECE SPORT : _ �[��''dJ '� ` X
<br /> COURT ' C--3-- f I - X __L ` -
<br /> FLUSHWFLOOR AREAS USE MUDSETMETHOD AND DEPRESS PLOORSHEATHING SOITIS I-6 I r l I I I
<br /> RUSH PITH TOP OF FLOOR FRAMNG(SHEATNG N BETWEEN FRAMING MEMBERS). I J L-- HALL L-- 28xb.�
<br /> WRI000 DESXNIATXRS ON PLANS INDICATE FRAME WIDTH X HEIGHT N INCHES.VERIFY n _- 001I I ... �o
<br /> ROUGHOPENNG SEES WITHWROOY MANUFACTURER I _ ]-Dxp.2 61JEST
<br /> AS ATHRUM,UNLESS SHOWN OTHERWISE ON PLANS,PROVIE DOUBLE STUD AT ALL 9 _ �� pp 1 BEDROOM 0101 I \ Pc6,66 AA _I
<br /> HEADER AND INTEL SUPPORTS(ONE FULL HEIGHT KING STUD AND ONE JACK STUD) d nIBE STATIST I• A/....,AR B. J
<br /> STOR BATH sc Is• sKAr:Ns Vi
<br /> OSHEATHNGSHUlLBEDENTFEDWIMTHE APRROPRATESGRADE ITRADEMARK OFL SPORT�Tr _m0 10091 LU
<br /> A
<br /> SHEATING: NG.EACH
<br /> nin 3.6X6-7,1 --
<br /> W
<br /> THE AMERICAN PLYWOOD ASSOCIATION. IF 1---pra - _._...
<br /> PRWOE Ire"SPACE AT EDGES AND ENDS OF EACH SHEEP ORFS REQURED BY THE
<br /> Am 10081 I
<br /> MANUFACTURER '+o WIG I Ce
<br /> GRADE AND TYPE SHALL BE BO FOLLOWS: I I 1 011 I I Q
<br /> ROOF SHEATHING:4020 APA RATED SHEATHING EXPOSURE 1
<br /> EXTERIOR WALL:24116 APA RATEDSHEATHNG EXPOSURE) 1 �Y••I X -I- • I I Z
<br /> FLOORS:4E24 APA RATED SHEATHING EXPOSUREPCGURE 1(TBG) L 7 AS --
<br /> 5I8'MNMUM ROOF SHEATHING TO BE ATTACHED WITH 0.113'DIAMETER NAILS AT B'O.C.: I I r LU
<br /> s L X - - ---- - - -- ------- ---
<br /> r--- JCe
<br /> EDGE,12'O.C.FELD.PROVIDED 6"O.C.NAILINGN G TOALL MEMBERS LIE WITH SHEAR I WALLS.EDGE FASTENERSSHOULDBEPLACEDE8"FROMPANELEDGESINDENDSORASREQREOUREDBYTHEMANUFACTURER II r I -- J ZMINIMUM314'MINIMUM FLOOR SHEATHING TO BE GLUED AND ATTACHED WITH 0.117 DIAMETER L-- I I _ .I_ ___ M -- IiiCM
<br /> NALSR 6'0.C.EDGE,12'0.C.FELD. -- ---1 I I I in
<br /> IL 1P.
<br /> 112'MINIMUM PLYWOODEXTERKR WALL SHEATHING TO EE ATTACHEDWRH 0.117 L.... I I I I u L_ 1
<br /> DIAMETER NAILS AT 6"0.C.;EDGE,12'O.C.FELD UNLESS OTHERWISE NOTED ON PINTS. I I I I A- - r-J CD- BUILDER.
<br /> INTERIOR SHEAR WALLS TO HAVE 0B'GYPSUM SHEATHING BOTH SKIES OF WALL I I I L - 'J HENDEL HOMES
<br /> ATTACHEDWITH AO COOLER MALS OR WALLBOARD NAILS ATTO.C.EDGE,12'0.C.FELD I I I I = 15250 WAYZATA BLVE
<br /> UNLESS NOTED OTHERWISE ON PLANSI I I I S-p C) WAYZATA,MN 55391
<br /> +
<br /> SPICE ALL SHEATHING ON A COMMON MEMBER 500.5 TO PROPERLY TRANSFER SHEAR I I I I K NONE 95z.401-?A0.4
<br /> FORCES. I I I I
<br /> ALL SHEATHING NAILING TO BE COMMON WIRE OR GALVANEED NILS.
<br /> I O
<br /> CONCRETE WORK: I© 1 1 I I I 0
<br /> DO NOT BEGIN CONCRETE WORK UNTL ALL LOADING CONDITIONS HAVE BEEN YELPEDNM
<br /> 0Y GENERAL CONTRACTOR CI py A.mptr
<br /> ALL CONCRETE WORK SHALL COMPLY WITH STATE AND LOCAL BULDING CODES AND I I I I O AA*"eOsi
<br /> ORDINANCES.CONCRETE CONTRACTOR SHALL VERIFY ALL REQUIREMENTS. aawn w—
<br /> I
<br /> TYPICAL FULL HE0HT FOUNDATION WALLS SHALL BE 8"MINIMUM CONCRETE REINFORCED
<br /> WITH NS AT 2P O.C.EACH WAY AT 314'CLEAR OF INSIDE FACE.WALLS 10'OR THICKER I I I I :u�i.wi BAA
<br /> SHALL HAVE AN ADDITIONAL LAYER OF BTS AT 12'O.C.EACH WAY AT 3'CLEAR FROM I I I ed to me or,.e.r marecl
<br /> Al.neeA •
<br /> EXTERIOR FACE.PROVOS DOWELS TO FOOTING TO MATCH MAIN VERTICAL WALL m.•w A m.AAA a
<br /> REINFORCEMENT.AND HOOK IT INTO FOOTING AT 3'CLEAR OF BOTTOM. —
<br /> I y.a.
<br /> FOOTING AND PER SCHEDULE: O I I )1 I
<br /> USE 5,000 PSI CONCRETE AND GRADE A0 REINFORCING STEEL. I UNEXCAVATED• I
<br /> WNT
<br /> FI CONTINUOUS WALL FOOTING WITH 2 HS CONT.BOTTOM F I I I I TIHBY Nam.
<br /> WF2 CONTNIKJU524X12'WALL FOOTING WITH 2IPS CONT.BOTTOM
<br /> FITS CONTINUOUS 32'XI2'WNL FOOTING WITH 3 BSS CCM.BOTTOM
<br /> WF4 CONTINUOUS 38010'WALL FOOTING WITH 3 HS CONT.BOTTOM ( I I I ABALONE
<br /> FIS CONTINUOUS 42010'WALL FOOTING TRH 4 HS CONT.BOTTOM I I I
<br /> RESIDENCE BY
<br /> Fr 30•7(30-X1TM
<br /> WI4N'SEACH WAY (
<br /> F2 36-X38•XISWISHSEACH WAY BOTTOM(18,000LBMAXJ I I I HENDEL HOMES
<br /> F3 42'X 42'X 12'WI 5 N'S EACH WAY BOTTOM(24,500 LB MUX)
<br /> F4 48"X48'X 17 IN/6H5 EACH WAY BOTTOM(32,000 LB MAX) I I I
<br /> FS A0"X60'X 12'WI T N5 EACH WAY BOTTOM(50,000 LB MALII I I 1020 MOONEY LAKE DRIVE
<br /> SUBNOTE:/AMINE 3"CLEAR COVER TO RENFORCNG �� ORONO,MN 55391
<br /> PER SCHEDULE: I I I N I
<br /> USE 4,000 PSI CONCRETE AND GRADE 60 REINFORCING STEEL I I I
<br /> MAINTAIN EX MINIMUM FROST DEPTH FOR ALL EXTERIOR PERS. , I I I
<br /> P1 16'SQUARE POURED CONCRETE PER WITH 4 B5S VERTICAL(AT COWERS)AND N I I I I
<br /> TES ATI2'O.C. I I I I
<br /> P2 32'SQUARE POURED CONCRETE PERWITH A NTS VERTICAL(3PER SPE)AND 44 TES I I I
<br /> AT 12"O.C.
<br /> I I I Ape rop
<br /> F NO PER IS REFERENCED ON PLAN BENEATH A WOOD COLUMN OR POST,ADD MSS I I I LOWER LEVEL
<br /> VERTICAL IN CONCRETE WALL DRECTLY BELOW COLUMN OR POST BEARING. I FLOOR PLAN
<br /> ALL FOOTING AND PIER SEES ABOVE BASED ON AN ALLOWABLE SOL BEARING PRESSURE I I I I
<br /> OF 2,000 PSF.THIS VALUE TO BE VERIFIED BY CONTRACTOR.NOTIFY ARCHITECT I
<br /> ENGINEER IF QUESTIONABLE SOLS ENCOUNTERED. I I I
<br /> J I
<br /> ni 1L
<br /> —J BID/PERMIT SET
<br /> 10'-0" B'-o" rB•-o'
<br /> A2.1
<br /> Lower Level
<br /> MIA=to I
<br />
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