|
ron
<br /> PLAN NOTES: l P5.+ le B re n n e r
<br /> AIIbi
<br /> architects
<br /> GENERALFRAMND INFORMATION
<br /> r
<br /> ALL WOOD FRAMNG TO COMPLY WOO APPLICABLE STATE PND LOCAL SUEDES CODES
<br /> ANO THE NATRNAL DESIGN DUCTS AATRNS FOR WOOD CONSTRUCTION PUBLISHED BY
<br /> THE NATRW L FOREST AtODUCT5A5SOCW170N(NEPA). I :
<br /> THESE
<br /> INDICATED
<br /> DESC°NNE N88P GINEER NDROO7RTRUSSES NDICPIEO ON THE PLP IS PRE TO SE yy ROOFiuPROVIDE Y 9Ena:rl6'rttIGK) �fl1vgi lr.Lvl - 4 ..
<br /> THE STALE aF THIS PROJECT.PRKM TO CPOSTS MI ITONSING RE LLPONT LOAD AND ® I a I I ' AS _ -.,,__s
<br /> ING
<br /> REARED CONDIi S PROJE CA0R IWIIE YONST AND BLEARINSO REOUREMENTB M'ITN THE ` QI
<br /> BULOETL DTFY ARCXRECT I EDNEEROFANY DISCREPANCIES FROM THESE PLANS. I I "'t,
<br /> ALL OL MANUFACNRERS RECO ING. ANAND REQUIREMENTS FORAND FURNSH ID.6{2,xnFR
<br /> ALL BLOCKNG STFFENERS,BRPLID,FASTENERS,HARDWARE,ETC.NECESSARY FCR
<br /> �S KIr6
<br /> NSTPLIATpN. I a 1 - t XJOF•411'-' . I -'-- q- 6,R.-E '+':LAW 226 m tle street east,suite l
<br /> ALL CONVENT/MAL LUMBER TO BE HEM-FR 42 GRADE OR BETTER MINIMUM LVL LUMBER .P.ATE l a-I'v6'F-..TE I (PMNLEL GJe01 I-- I Yr
<br /> FROPERTEB st3lwoter,mn 55082
<br /> F0=2800 P51 I])YA+ ]1,1 �� ` I wwwl bennerarchit ts.cOm
<br /> Fr4245 PSI k Pl1Y«a v]-v- -s+— _ _ _ X651-342-1278ec
<br /> E=1.900.000 PSI I _
<br /> Duro '••v- (D]RE T1lIM�R /�/4
<br /> UNLESS NOTED OTHERWISE.EXTERIORWP113IINCLUOINS GARAGE WALLS)TYPI AULTO BE 2X6 CONSTR
<br /> ii Y ��+ I 5�E' I I I ]EA SIDE 61 I •_dF' {IIS VIII III
<br /> WITH POCKET DOORSNOTO BE 2X8 CON51RUCTpN POCLKET ODDEST BEC USTOMLS ,`, • �F ^ __ II ".` I QV44 11 caurra
<br /> ET
<br /> BALLFABRICACONIRAMD ED
<br /> LS
<br /> P ENSKN6S ARE PICPIIY�TPILEN OOUTSIDE OF WALT LSHEATHINGA EXTERIOR _ ' V. ,.' '°I� .............I I I - ERE-lL - — enl1� II. {II Ti
<br /> FRAMED WIRI TIMBERS
<br /> WALLS PNDTOCELEESORFACEOFSTUDATINTERIORWALLS. I iKRECX,O'BRIE ,
<br /> COLUMN SAES SWILL DTEXCEED CRUSHES STRENGTH OF THE RATES THEY BEAR ON.
<br /> _ =•
<br /> I ..lr'r II MUELLER d ASSOCIATES,.
<br /> SPE AS REWRED U77LIIE SOJASH&OCKNG OR BEAR DRECTLYONFOUNDATNN. _ OF IHSNSI5 1 _ tll +"`�r�^
<br /> USE PRESERVATNETREAIEDOOLUMNS,BEAMS,PLATES,MISC.FRAMING MEMBERS AS wJF_I I
<br /> aI,SG si 11.cn14
<br /> REWRED BY CODE AND AS CALLED OUT NPLANS. [_ _ _ ,I = '." ^Te,t I (PARALLEL Ox0eJ1 1
<br /> ---:-...i-------
<br /> -- I�"`-` ll i1 SI s.wmI60)6
<br /> WHERE WOOD FRAMES SAES ARE NOICATED.MANUFACNRERTOVERFYGRPDE ANO 1 _- - i �R hl -
<br /> SHACNGREXUREDTOMAMAINMINIMUM0460DEFLECTION. _ • ... Y 65.SSI SOS
<br /> ALL FLOOR BEAMS TO BE SET FLUSH WITH FLOOR FRAMING UNLESS INDICATED _ _ '- k • s I f d r [ konsaN-o >m
<br /> � 1 651
<br /> VI ( 11 b.
<br /> OTHERWISE ,,. a GI2R 1555
<br /> ALL ROOF BEAMS TO BE DROPPED UNLESS NOTED OTHERWISE T --�- �F�``, I F .- .:II -.IIe III
<br /> NDICATED OTHERWISE - . I S I' - - f
<br /> DROPPED BOOR BEAMS OR ROOF BEAMS SHALL BE 1r MAXIMUM DEPTH UNLESS s ..... "I I --, :- -- IS_ I I1I
<br /> SIUN.0)CASi TN RADE WRH2EMIED.ANCHOR BOLTS SHALL HAVE YDNMETERX0.125'UNX 1/4'INTO T - I yt 4 -i-� ''�'tII` z ..,O.
<br /> SPACES SMALLBETHICK WASHERS S OLW RHA MWMIUMSOF TWO BOLTS PEER PIECE WRNTOP OF THE S PLATE. TL N i i / - Tj-7Se„/ ,I I I ..�.� rn on o..=nPmn
<br /> LOCATED D MORE 7164687 ORULESSTHAN 44 FROM EACH EDOF MEACH PIECE R i W F
<br /> --� ,_ ._ 1 I .I li
<br /> AND
<br /> AT ILEO FLOOR AREAS USE MUOSET METHOD AND DEPRESS FLOOR SHEATHES SO R IS _ _FLUSH WRH TOP OF FLOOR FRAMES ISHEATING IN BETWEEN FRAMING MEMBERS). #t L i - 1' i - i III
<br /> WNDCW OESIGNATONS ON BANS NDICAIE FRAME WIDTH X HEIGHT IN INCHES.VER/FY
<br /> _ a _� r
<br /> ROUGH OPENNG SAES WITH WNDOW MANUFACTURERS #� : � -
<br /> ASAMNMUM,UNLESS SHONE OTHERWISE ON BANS,PROVIDEDOUBLESND ATALL t LRJJF_I I I I I - 1 tI. FA (,)
<br /> Vi
<br /> HEADER ANO LINTEL SUPIPORTS(ONE FULLHEIGHT KID SND PNO NE 44CK SND) - III ITi.55E EN \' i I'`. I eJX APD-AJEx a. J
<br /> I
<br /> ALL THNGSWLLLBERX:MFEDWITHTSHPEPPPROPRNTEGHADE-ITRNG'ADEACEMARKOF i I ti i ryl �/� ~�w,Ct� r �I - LiJ
<br /> JiJ UREA.?6NLEVERERAYE A5 J I\t.,,
<br /> 4 U
<br /> EL
<br /> THE AMERICAN RYWOOD A550C14770N. _ 4
<br /> PROVIDE 118'SPACE AT EDGES AND ENDS OF EACH SHEET ORAS REQUIRED BY THE i I 441-.1 ..� I ` I `I I '\T.8 `r.4P.l.-3-n _
<br /> _ wI '4. I. • s 1 \ Ex-:eS nR- ce
<br /> MANUFACTURER / C533 A'SrB.E K id
<br /> �,._ _ n II- v^re f]]xq le 3Mx I]VII Jb?mrss[s AI twLE 1 e 414 - tY
<br /> GRADE AND TYPE SHALL BE AS FOLLOWS f fD AD —6 fI]+t
<br /> ROOF SHEATHING.4020 APR RATED SHEATHING EXPOSURE 1 -- ( F : Yaa 02.VI K
<br /> FJ F ....... I -y P
<br /> E7LTERIDR ALL 24/16 APA RATED SHEATHING F]IPEI3URE1 " '1-1 - NII' ' 1LL
<br /> ( biRlxxEKFLODRB_4K24APARATEDSHEATHNGEXPOSUREI(T8G) � {� 1. III Y114 1 ....U'
<br /> lix6 FPW v 5 Z
<br /> 5A,5X 9 Alt JZ'"?GR Z
<br /> EDGE.12'D.ROOF SHEATHES TO BE ATTACHED INTRI01MBERSIN LIN NV1HAT 6'O.C.; ` I �� x l f I ^Itt ` ELVDER0.5 9FCP66 LL
<br /> WALLS.20.C.FSTE PROVOEDB'O.C.BALING TOALL MEMBERS IN LNE WRH SHEAR Y 1 1 1 r l •m-55 xYE:"=e^�E Q'
<br /> WALLE.EDG FFASTENERSSIIOUCDBE PLACED 318"FROM PANEL EDGES AND ENDS ORAS ,II ._ 1 I / Z
<br /> REQREQURED BY THE MANUFACNRER { li Z
<br /> I . ( I'll O
<br /> 1P Se6'O BOOR SHEATHES TO BE GLUED PNDATTIICMED WITH 0.113'DMMEIER 1 1 �I ISI { 1•- K
<br /> r441b 8'O.C.EDGE,170.C.FELD. ,,d1.1',_
<br /> Ir
<br /> Ll . I
<br /> 10'MNMUMPLYWOOD FMERETR WALLSHEATHID TO BE ATTACHED WITH 0.113• SII ' L 1 1 1 4' r1 OTG O
<br /> DIAMETER NAE ATFOC;EOGE 12'DC.FELD UNLESS OTHERWISE DTEDON PLANS. I P 117 ' I• eo+wE 5IxP60N•.0.v AT c BUILDER:
<br /> NTERgR SHEARWALLS TO HAVE 5)B GYPSUM SHEATHING BOTH SUES OP WDLL I,' r, h r 'h r r - ALL ROOF-R,�s�..Am'-+'P:ca! H' HENDEL HOMES
<br /> ATTACHED WITH 64 CODER NALS OR WAULBOARD NAILS AT 7"D,D EDGE I2.00.FIELD ® I 1 '�I'r t 1 'I. ri II I �=n 15250 WAYZATA BLVE
<br /> UNLESS NOTED OTHERWISE ON PLANS J ryI..I IIID F3. I. I'-_ V WAYZATA.MN 55391
<br /> FORCES. PliCHSPUCE SHEATHING ON A COMMON MEMBER SO AS TO PROPERLY TRANSFER SHEAR
<br /> I , - } E�z '
<br /> 200
<br /> ' '
<br /> 0
<br /> 1 d
<br /> t.
<br /> ALL SHEATHING RARING TO BE COMMON WIRE OR GALVANPED NAILS.
<br /> �. 'I I y
<br /> CONCRETE WORT{; ' I III ") 1 1 ���� j �• O
<br /> DO DT BEGIN CONCRETE WORK UNTIL ALL LOADING CONDITIONS HAVE BEEN VERIFIED 'II
<br /> BY GENERAL CONTRACTOR. I=1 III ',ill!'
<br /> III U 04010 5
<br /> ALL CO CRETE WORK SHALL COMPLY WIM STATE PND LOCAL BULDID CODE3 AND '. 7114r • w.. Ell Ir O Pmpnrtt erg.x,we 110444a
<br /> ORDINANCES CODRETE CONTRACTOR SHALLVEPoFY PTL REOUIREMEMS. = on.,ne Aura
<br /> TYPICAL FULL HEIGHT FOUNDATION WALLS SHALLBEI MINIMUM CONCRETE RENR CEO , - I �11:•,- 111 14/44/14<.,ur 5-ne p.P
<br /> WITH NSAT24'O.C.EPGH WAT AT,,,,W,/!.1.16
<br /> INSOE FACE.WALLS 10 ORTHK:KER ""II a.w n.o� waay ems,
<br /> SHALL HAVE PN ADDIipNAL LAYER OFHSATI20.C.EACHWAYAT3'CLEAR FROM _ 4 4 m•
<br /> EXTEROD FACE.PROVOE DOWELS TO FOOTING TO MATCH MAIN VERTICAL WALL ILII 0.m 40,046 SI
<br /> RENFORCEMENT,7WD HO(12"ElO FOOTINGAT 3"CLEAR OF BOTTOM. , II I, =
<br /> EDDIES AND PIER SCHEDULE:
<br /> sa<c
<br /> USE 5,000 PSI CONCRETE AND GRADE BO REINFORCING STEEL. • Icenee•
<br /> WF1 CONTINUOUS 20'X10'WALL FOOTING WITH 2R4S CONT.BOTTOM •i i I:Lv
<br /> WF2 CONTINUOUS 2PX62'WALL F00T1NG 1511112405 COM.BOTTOM ,•. -_ 05510 wm.
<br /> WIT COIINLM)US 32•X77 WALL FOOTING WITH 3455 CONT NTFOM - I II4
<br /> WFI CONTNUO/5 3F1L10'WALL FOOTING WITH S EES CONT.BOTTOM
<br /> WFS COITN001/S32X10'WALLFOOTINGWTTH 4445 CONT.BOTTOM - II II1 MALONE
<br /> F1 3o•X3POICWIIRFSEACHwn7BOTroMuzSCDLBmix� 1 yl �1 I 11 I RESIDENCE BY
<br /> F2 38"X30'AX
<br /> 12WISMSEACHWAYBOTTOM 118000LBMAXJ I III
<br /> FJ 42x42zirw/54PSEPGHWAYBOTOM(24500LBMAx) I �I �� I HERDER HOMES
<br /> P4 48'X48'X12'WI644b EACH WAY B0T70M132000 LB MAXI I I I III. I " 1
<br /> FS 90'z80'0lr wn 445 EACH war Wl-TOAI IS005DLB MAX) `'u II. "-II• .I� "i'
<br /> 10201020 MOONE7 LAKE DRIVE
<br /> IORONO.MN 55391
<br /> SUUBNOTE'MAINTAIN 3"CLEAR COWER TO REINFORCING ' 1 •a ,I" ^ly L II I'1J'I^ I�I
<br /> PER SCHEDULE II �I, 1111. 'I III III 1
<br /> OMANTANN-MISE 4000 PSC MUM ROST DEPTHAND EFOR ALL EXTERIOR PIERS.60 REINFORCING STEEL
<br /> 1, 'I 1 I . II III III 11 III ILII 1 LWE,`e -Oe
<br /> w 11- r '` x1� it 4 . .11."hl I^Illi O�
<br /> PI 16" TO.EPOUREDCONCRETEPIERWITH4X5'5VERTICAL(AT I, ILII11, �I .I' Nf.�I
<br /> P2 32SQUARE POURED CONCRETE PIER WITH 8 ITS VERTICAL(3 PER SDE)AND M TIES I ,. I �Ir II •
<br /> AT 1r O.C. 1 ,'t X11 . Iy II[ rUPPER LEVEL
<br /> C.
<br /> FDPER6REFERENCEOONPLANBENEATHAWOODCOLUMNORPOST,ADD2N5'6 L. F .I. 1 , ) 11 " Y,..11 si.nir
<br /> VERTM/LLNCCNCRETE WALL DIRECTLY BELON COLUMN OR POST BEARING. 11 N_ 77771'00
<br /> 7 ILII .[H'',1,C .W H" li. STRUCTURAL PLAN
<br /> IS
<br /> ^ -0FYSOILARBEARREINGCTPRE
<br /> ISSURE
<br /> OFALL2FN.000OEETN
<br /> PRF.OUEDSNPVLLSEATEOESOPROV
<br /> LVSEREEFNCBOUBDNTEOJCOREANNTRAC
<br /> D.AOTORABLEN
<br /> BID/PERMIT SET I
<br /> 1 Second Floor Structural Diagram
<br /> A4.3S
<br />
|