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<br /> PLAN NOTES:
<br /> architects
<br /> GENERAL FRAMING INFORMATION
<br /> I ALL WOOD FRAMING TO COMPLY WITH APPLICABLE STATE AND LOCAL BULDNG CODES
<br /> AND THE NATIONAL DESIGN SPECFCATIONS FOR WOOD CONSTRUCTION PUBLISHED BY
<br /> THE NATIONAL FOREST PRODUCTS ASSCCWTION(NEPA). VigiVW ® ®.-_. % •• ,,r,,,•-
<br /> ,,,,
<br /> THESE PLANS INDICATED CONCEPTUAL TRUSSCONFIGURATDNS AND LOADING I]i 2x6'4:MMR =j,
<br /> CONDITIONS.ALL FLOOR AND ROOF TRUSSES INDICATED ON THESE PLANS ARE TO BE 012x2 446 >!`,
<br /> DESIGNED AND ENGINEERED BY THE MANUFACTURER LICENSED TO PRACTICE WITHIN 4/4 EV
<br /> THE STATE OF THIS PROJECT.PRIOR LL RTO CONSTRICTION V6IFYAPONT LOAD AND HOMO eOOF'Ru%E - -- -_- -
<br /> BEARING CONDITIONS AND COORDINATE POSTS AND BEARING REQREQUIREREQUIREMENTSWITH THE «1P GIRDER NIP vR1 _.
<br /> BULDEA NOTIFY ARCHITECT I ENGINEER Cf ANY DISCREPANCES FROM THESE PLANS. - (5)'3/4 AI/,V 12/2X,RDAAIR
<br /> - - ,:�•
<br /> FOLOI MANUFACTURERS RECOMMENDATIONS AND REWREMENTS FOR AND FURNISH 01905411.• •�/110:=• ��•='_� 34/050aG ... __ ...
<br /> ALL BLOCKING,STIFFENERS,BRACNG.FASTENERS,HARDWARE.ETC.NECESSARY FOR EA.-• 5 D5 -K•D+, M m
<br /> INSTALLATION. '-'-':1
<br /> I �___ __ _ ____� II > _-.
<br /> ALLCONVENTIDNAL LUMBER TO FEHEMFR/2 GRADE OR BETTER MINIMUM LVL LUMBER S _ _ 226 twateyrtle ree3550sUitel
<br /> 55082
<br /> PROPERTIES: LaECP'reff - (on
<br /> nOrem Bram
<br /> hilec
<br /> Fb=2800 PSI I ILJO0.ABOVE �I I a www.rSob, 3erolchileCis.com
<br /> FY=265 PSI M q (2)2x6 EltDAMR - -'- 651-342-1278
<br /> E=1,900000 PSI -: -.-I I T- 12x6 RI.
<br /> UNLESS NOTED OTHERWISE:ERIERDR WALLS INCLUDING GARAGE WALLS)TYPICALLY 00400(465515 1 .I 6?•CBt"C%35 I II`MPm 3009 reo55E5 E"�"E� cors rre
<br /> I (9/ID403/]LVL (3113.4x91]YL ' '31t 3'4 9V2LVL
<br /> TO BE 2x8 CONSTRUCTION,INTERIOR WALLS TYPICALLY TO BE 2X1,INTERIOR WALLS
<br /> WITH POCKET DOORS TO BE 2X6 CCNSTRUCTDN.POCKET DOOMS TO BE CUSTOM -�� 1 -- €'?tw-•-•-• r -�• •�•
<br /> FABRICATED WITH•1MBERSTRAND ENGINEERED FRAMING'.CABNETWALLS AND ' •=: •.- L-1 -ry
<br /> BRION FRAMED WALLS SHALL BE FRAMED WITH•.MBE RSTRAND'. PT LOADS FROM Pr XV PR • 35'• L ,y�%/
<br /> PIAN DIMENSIONS ARE TYPUAIIYTAKEN TO OUTSIDE OF WALL SHEATHING AT EXTERIOR ABOVE TTP. -_\ �. b`% '
<br /> OWN
<br /> WAILS AND TO CENTER LINES OR FACE OF SND AT NTERSR WALLS. I LI rvPx SADDLE �1 At �+61R I R�,4/ ,�
<br /> COLUMN SAES DROLL NOT EXCEED CRUSHING STRENGTH OF THE PLATES THEY BEAR W- I •
<br /> f ex / 00 MUELLER E O'ASSOCIATES
<br /> SEE AS REQUIRED,UTt OCSQUWSH BLOCKING OR BEAR DIRECTLY ON FOUNDATION.
<br /> _�- x0 ....., ^OCIATES,:
<br /> I K 1 55E; -
<br /> USE PRESERVATIVE TREATED COLUMNS,BEAMS,PLATES,MISC.FRAMING MEMBERS AS B R 6 5•A NAL RS 24/16.10 6115 C.M1.II Aw"w
<br /> REWF.FD BY CODE AND AS CALLED OUT IN PLANS. 19'FLOOR T0.655E5 _Oat"LASS Im B.FLOOR TWfiE5 g I 434rv00D5x_fATNIN6v 100.00e 55076
<br /> BG 1104.NAILING M�nrrula 55076
<br /> SDEPER FOR 47 EY
<br /> WHERE WOOD FRAMING SIZES ARE INDICATED.MANUFACTURER TO VERIFY GRADE AND y I" As¢E04i¢ECI x 651.151..1605
<br /> SPACING REARED TO MANTAN MINIMUM 0480 DEFLECTION q 1 i Id c i PROVIDE%SL vfOx si¢v (04651451.0917
<br /> ALL FLOOR BEAMS TO BE SET FLUSH WITH FLOOR FRAMING UNLESS INDICATED I" DOUBLE STM•TCLtiO
<br /> OTHERWISE.
<br /> ALL ROOF BEAMS TO BE DROPPED UNLESS NOTED OTHERWISE. 4 at 5 Anu 5T✓r -�R/555OOF ND
<br /> tom„q I 50 , '=0'•1 4051E 1 TR/555
<br /> DROPPED FLOOR BEAMS OR ROOF BEAMS SHALL BE 1T MAXIMUM DEPTH UNLESS 6--4 " 0 A S+E<'•ItYi I \ .-xx �-'O)2'in c-T55A 62.DEA
<br /> INDICATED OTHERWISE � iI I 5rEE-'A1Hx 0000. 0000.. _
<br /> "0-A,-nAL],G I I 4,r, Am WEAVED R�DD6 BFJv
<br /> I' 41 NI"6 SAME '2)2:P ` • �•\-,."j 2x.x/4 LA'E M5..A iY LA.
<br /> •
<br /> SAL PLATES SHALL BE 206 MINIMUM.ANCHOR BOLTS SHALL BE IIT MIN.DIAMETER / l` anmre
<br /> III.N.OJ CAST IN PLACE WITH T EMBED.ANCHOR BOLTS SHALL HAVE 70NMETER X 0125' end ns o..c v6o0
<br /> THCK WASHERS TIGHTENED AND COUNTERSUNK IO'NLO THE TOP OF THE SBI PLATE. '
<br /> SPACING SHALL BE 48.O.0 WITH A MN MUM OF TWO BOLTS PER PECE WITH BOLT -+, , ..5...;;A=
<br /> 4540x0104n
<br /> LOCATED NO MORE THAN IT OR LESS THAN 4'FROM EACH END OF EACH PECE LI
<br /> Y \ 1 i __._ -YM A9WE 11 Ili
<br /> SX - 16ROAR-.V. i • 55x6"¢"D.PJsi n1Tx
<br /> AT TILED FLOCK AREAS USE MUDSET METHOD AND DEPRESS FLOOR SHEATHING SO R IS \ 1B'9.040'Ru55E5 1 i 505- _5.C4^Av.
<br /> , I • 525E .h
<br /> FLUSH WITH TOP OF FLOOR FRAMNG(SHEATNG IN BETWEEN FRAMING MEMBERS). __-_• APE "ALR¢r____ - W Rax'Ra5
<br /> 65 WNDCW DESIGNATIONS ON PLANS INDICATE FRAME WIDTH X HEIGHT NNCHES VERIFY I •. It
<br /> y g _t II
<br /> ROUGH OPENING SEES WITH WINDOW MANUFACTURER EPI 3
<br /> 2.1206E. T"-IL 5/60:4 Ia .4 a.4 RICO - 5E5
<br /> AS A MINIMUM UNLESS SHOWN OTHERWISE CN PLANS PROVIDE DOUBLE SND AT ALL G0. EF15 AEA.PROS., ♦ f 1- `-- 1 6 U
<br /> HEADER AND LINTEL SUPPORTS IONE FULL HEIGHT KING STUD AND ONE JACK SND) (951UD ER0909....Ai10 - r.' ^057 , _ 31 vol J
<br /> DIC 1 t O4.OOf 5 440,P6
<br /> TO`V6E NAta: _-
<br /> BNEIITIONO: R_ __ .--- --y 0000 I 1 6 xIP 6PNER
<br /> PLL EXTERIOR WALLS TO HAVE CONTINUOUS PLYWOOD WALL SHEATHING.EACH PANE. - 2x0 f21 fL 2x8 _ g0
<br /> OF SHEATHING SHALL BE DERIVED WITH THE APPROPRIATE GRADE-TRADEMARK OF z ,' 4 W
<br /> THE AMERICAN PLYWOOD ASSOCIATION. \ re'F•
<br /> C.
<br /> -155'5 ' a H
<br /> PROVUE MIB'SPACE AT EWES AND ENDS CF EACH SHEET OR AS REARED BY THE J MIME OPv 42880E G AROAN"¢80.3_5 .\ 1 r 0
<br /> MANUFACTURER. X 3'4x IVBLVL 'e,eF.00e'Rfi5 _ W
<br /> GRADE AND TYPE SHALL BE 0.S FOLLOWS: -' ,`�, srRIF SE AT --•-•_•T• -; -•-
<br /> l6'4c.
<br /> 1,1..0 PROM w I t 1{ Q
<br /> ROOFSHEATHING 4D20APA RATED SHFATHNGEXPt75l1RE1 1 <;xt P05' o K
<br /> EXTERIOR WALL:24'18 APA RATED SHEATHING EXPOSURE 1 Me9EAea63201 " •A-•_ _•--s •$•-' EA B.O d 3 J W
<br /> FLOORS.4824 APA RATED SHEATHING EXPOSURE 1(TBG) •>-: T 13 Y B-V BEAM T �;p S IY� ___r.Rl. 1 m Z
<br /> Ill
<br /> str MINIMUM_ fN'.Y4xx V]LVL !4/009 y`✓ IT.i I 9
<br /> CC
<br /> EDGE,RECRC-1OU7 FEND.RROVDEDSORED BY THE RC�NAL 13 TO ALL MEMBERS SHEATHING TO BE ATTACHED VIRH D.113- IN WITH SHEAR AT C E+'Mt 9051 •$T ��i , /240144245 m
<br /> WALLS.EDGE FASTENERS SHOULD BE PLACED IB'FROM PANEL EDGES AND ENDS OR AS L.
<br /> •---•- -•� •---- jI 3AEND
<br /> YG MNMUMFLOOR SHEARING TO BE GLUED AND ATTACHED WITH 0113'DAMETER L ---' 15/ VER 004 0
<br /> NALS016'OC EDGE 170C FELD. (0.0-5
<br /> 12?ANNUM PLYWOOD EXIERUR WALL SHEATHING TO BE ATTACHED WITH 0.113' I 2 II54x 20 - -- - - -- a
<br /> DIAMETER HATS ATF O.C.;EDGE,12'D.C.FELD UNLESS OTHERWISE NOTED ON PLANS. B"w w txt-A.0.05.9014 SUOB:r S'L4"TRH 5'331 SGP D.¢AnaSS BUILDER:
<br /> _ S:M9 n P45r LW MD ¢.011ELT F0¢4:Y=„Pa:D0 r4 HENDEL HOMES
<br /> INTERIOR SHEARINALLS TO HAVE 5/C GYPSUM SHEATHING BOTH SIDES OF WALL _ caJv'4b53 525E Y°'LA' ULAvA".Jx H-
<br /> ATTACHED WITH 64 COOLER MALS OR WALLBOARD NAILS AT 7'0.C.EDGE,12'O.C.FIELD Ail -y„AE 01,4.J:N•z = 15250WAYZATA BLVE
<br /> UNLESS NOTED OTHERWISE ON PIANS OVR.V.FRA.:xG MEMBERS (, WAYZATA.MN 55391
<br /> SPLICE ALL SHEATHED ON ACOAMON MEMBER SO AS TO PROPERLY TRANSFER SHEAR 1, XC PHONE 662-404-1204
<br /> FORCES.
<br /> lib ALL SHEATHING NAILING TO BE COMMON WIRE ORGOLVANEED NAILS. �IP� _/I O
<br /> CONCRETE WORK:
<br /> OO NOT BEGIN CONCRETE WORK UNTIL ALL LOADING CONDITIONS HAVE BEEN VERIFIED B 1 x(.-.R U
<br /> BY OENEMLCONIMACTOR G I`
<br /> ALL CONCRETE WORK SHALL COMPLY WITH STATE AND LOCAL BUXDING CODES AND ,s( U O ow tvtvmn
<br /> Pmnn61011Mew,.R..a.,m
<br /> ORDINANCES.CONCRETE CONTRACTOR SWILL VERIFY AIL REQUIREMENTS. i1 on.m5 Aura
<br /> 3•
<br /> TYPICAL FULL HEIGHT FOUNDATION WALLS SHALL BE 7MINBAUM CONCRETE REINFORCED • Ih. ./6,n.
<br /> 6r"
<br /> WITH KS AT 24'O.C.EACH WAY AT 3/4.CLEAR OF INSIDE FACE.WALLS 10'OR THICKER .4.,4,.<.5/1,o,,.von.e.
<br /> SHALL HAVE AN ADDITIONAL LAYER OF KS AT 12'O.C.EACH WAY AT 3-CLEAR FROM h ms n un.my aten
<br /> EXTERIOR FACE.PROVIDE DOWELS TO FOOTING TO MATCH MAIN VERTICAL WALL ..vmm,..awl.m.a4/1.61
<br /> RENFORCEMENT,AND HOOK I2'NTO FOOTING AT 7"CLEAR OF BOTTOM. - •-•�•- ....n w.n...am.snna
<br /> FOOTING AND PIER NRETEANO I( /� sMv a m
<br /> USE 6,000 PSI CON BCHEANO GRADE 60 REINFORCING STEEL ' /
<br /> WFI CONTINUOUS 20'X 10'WALL FOOTING WITH 2 KS CONT.BOTTOM SII 5InP5Jx 43 CLIP 10300-
<br /> WF2 CWTINIgU52PX12'WALL FOOTING WITH 215'5 COM.BOTTOM I "VV55451 2A4 TOP LEDGER EII,
<br /> 12/5IMPSON NON 04.2 e' Prom Name
<br /> WF3 CONTINUOUS 32'017 WALL FOOTING WITH 3*SS CONT.BOTTOM A 1',
<br /> WF4 CONTINUOUS 38'X70-WALL FOOTING WMH 3 PIS CONT.BOTTOM I
<br /> WFS CONTINUOUS 47010.WALL FOOTING WITH AKSCONT.80ROM 24 400f"4055E5 1.( AT 10Ite 04. MA
<br /> LONE
<br /> BY MANUFACTURER.
<br /> A'24'00 MM. RESIDENCE BY
<br /> 1NOT,.0655 955115
<br /> F1 80•X30-X12.80/4 KS EACH WAY BOTTOM 02.500LB �
<br /> HENDEL HOMES
<br /> F2 36'X36'X12'W/5 KS EACH WAY BOTTOM(18,000 LBMM4%J R•
<br /> F3 42'X42'X12'IN/5 KS EACH WAY BOTTOM(24,500 LB MAX) _- ---+-_ I
<br /> F4 47 X4X17W/6 KS EACH WAY BOTTOM 131000 LBMAJ L2xt TRIMMERS l _,^-0,1-EDGE4/1704
<br /> 80'
<br /> F5 X670'X12.W/7 KS EACH WAY BOTTOM 150,000 LB MAX) (21 X.KING 1')111 fL Y-7"4" .22 1020 MOONEY LA KE DRIVE
<br /> SUBNOTEO Of
<br /> :MAINTAIN 3"CLEAR COVER TO REINFORCINGREINFORCING1RE4 V�D.-�YH, T' ^'O ORONO,MN 55391
<br /> PER SCHEDULE: 5044'45553 ,'I ssmrsox WSN I 557EA'ER4.Je 4h..`RAvaG
<br /> USE 4,000 PSI CONCRETE AND GRADE 60 RENFCRCNG STEEL '-,I MMGBt
<br /> MAINTAIN 80'MINMUM FROST DEPTH FOR ALL EXTERIOR PERS.
<br /> PI 16'SQUARE POURED CONCRETE PER WITH 4 ISS VERTICAL(AT CORNERS)AND 44 _ -i.I•-MONO-(
<br /> TES AT12"O.C. 60Lf WAS mj rR655E5
<br /> P2 37 SQUARE PORED CONCRETE PER WITH 8 ITSVERTICAL I3 PER SUE)AND*4 TIES "-"-"-"-----• •
<br /> AT 170.C. -`0.00P- % -7•----C---------.I
<br /> 2 TYPICAL MONO TRUSS DETAIL
<br /> IF NO PER IS REFERENCED ON RAW BENEATH A WOOD COLUMN OR POST,ADD 2I5'S 'R�5A3 �4 /• P// \•y AA25 1"=1'A" srexrue.
<br /> VERTICAL N CONCRETE WALL ORECTLY BELOW COLUMN OR PAST BEATING. MAIN LEVEL
<br /> • D � STRUCTURAL PLAN
<br /> ALL FOOTING AND PER SEES ABOVE SED ON AN ALLOWABLE SOL BEARING PRESSURE %
<br /> OF2,000PSF.THIS VALUE TO BENSVERIFIEDENCOUNTERED.
<br /> BY CONTRACTOR.NOTIFY ARCHITECT/ 1 / IU •\
<br /> ENGINEER F QUESTIONABLE SOLS ENCOUNTERED. % '113'4 x eve \
<br /> -'16
<br /> B it ari2)M6
<br /> !213TH POST
<br /> f ED
<br /> TRI/55v=rLIE4VR[fY BID/PERMIT SET I
<br /> fR4nIN6 COx01TI0N AT 56e.
<br /> XIGN NIP ABOVE N""" c
<br /> ®Main Floor Structural Diagram A4 2S
<br />
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