|
1 I' I
<br /> 0
<br /> it
<br /> D.F.P. Planning&Design yNy,�' "
<br /> 9100 Baltimore St NE,Suite 106 pN"'
<br /> Blaine,MN 55449 .dL U
<br /> FASTEN FRAMING ABOVE AS-_- a
<br /> SHOWN FOR ORACF D WNL PANELS H.1 G
<br /> i
<br /> _I 1 1- i -i g`'
<br /> Revision Date Davtrlptlon /� �
<br /> PROVIDE DOABLE STUDS AT- � m36
<br /> EACH ENO OF SHEARWALI
<br /> BEAU USE BEARING KIND I 1 ���m'r
<br /> STUDS AS REG'TT)
<br /> lI
<br /> (FFTI 11-E F) ISET) HATE,HES AREA INDICATES:,j OR - ILI
<br /> TRICKER PLYWOOD-OSA EXTERIOR
<br /> . III
<br /> SHEATHING FASTENEDT TUDS w' � --f-
<br /> SHE I G
<br /> 1
<br /> _ 1 Q
<br /> t - Be NALS VP 7'0.C.AT PANEL EDGES II
<br /> 1 ; R' S e 12'0.C,AT NT ERROR sUPPORTC FASTEN FRAMING BKA ABOVE A$
<br /> Q
<br /> 1 ; _ _8 TYPICAL 2.6 STUDS LE.+G'O.C. .._.-_ i_ ' _r+ it1
<br /> SHOWN FOR BRACED WAIL PANFIS
<br /> 1
<br /> I
<br /> 1 T DASH-OCT UNES
<br /> tcB
<br /> 1 INDICATE GIRDER 1 I I, I ' PLANS SHOWN LIGHT N BACKG ROL ND ARE FOR
<br /> SUPPORT OF CHIMNEY-- 1 1 ?BUSSES BY �4-Fl) r4•FTI PROVIDE DOUBLE STUDS AT LOCATION REFERENCE ONLY.PLAN NOTES AND
<br /> w TBN CUT STONE By - I I/ SUPPLIER TYR.. © A» • r FASTEN BOTTOM PIAT=... �� 11, EACH END OF SHEARWALL ELEMENTS SHOWN LIGHT MAY NOT NECESSARILY
<br /> TRUSS SUPPLER w i x 0 w 1111 TA NAILS EVERY IC Io �I j I I'. MAY USE PEAFWGNTNG 1 SUPPORT THE HANSCNJ GRCLiPY DESIGN J<
<br /> i41 1 ; I I STUDS AS REfy01
<br /> w.0 I r
<br /> ;. IIII 1 1 N
<br /> 1 E, u�1
<br /> 1 I _SHPSCM)NICE BOEDOWN ANCHOR �.• TRICKER P055 INDICATES
<br /> OSBEE XTEFA7R O S
<br /> I I YdPSON MS TCS2 STRAP CONNECTION I I NAILED TO WIIBLE SILOS
<br /> - -_- - .- .-- H SHEATHING EAL O.C.FASTENED TO STUD ES
<br /> ' © TO HEADER BELOW(PROVIDE 2w �I I BELOW STUDS FASTENED TO W NAILS h 4'UAT PANEL EDGES �Yjj''
<br /> .4-FT) I BACKNGN FLOOR SPACE AS REG DI I - .V TWASHHREADED ROD w.NUTd 6(012 O C.A'INTERIOR SIIVPOR TS J V
<br /> u^,' �. r ...I._.. _ BLOCKTTDOR AT FA OWNEND (, aN �
<br /> 1
<br /> 1 M
<br /> 13-F71 ---.. 4FTI I4F T!m BLDG iNROVGH FLOOR SYSTEM _ _ TYPICAL 2 rS STUDS CT T E'O.C, �
<br /> . . "' �- IIOLDOWNS AS REO D ,O
<br /> 1, 1
<br /> NQ<g
<br /> `' PROVIDE TOP OF WALL I II ''.091UPSON MEN Al RCX)ECAIFICR ® V
<br /> CONNCCTI(1N5 SI TOB roil - 1 1. W A EMBED INTO CONCRETE
<br /> FASTEN ROTTW%.ATF.
<br /> BRACED WALL PANELS ALONG 1 I 11 w.jJl llil NABS EVERY t6'
<br /> INUIG AT ED PONTION LK WALL I 4I
<br /> I ,I ;1 4
<br /> SNI' 'O THREADED ROD w'NUT d _ '414
<br /> R.- - -_. I BONNIE " l�.i... II 1 —SIMPSONMSTC52 STRAPS CENI[RED 11'{
<br /> ' i NAILEDRFTTO DOWNA STUDS
<br /> _
<br /> FOR ALLEVEL
<br /> REFERENCE ONLY WADLIEA ATT HOEDOWN ANCHOR
<br /> VOA 11
<br /> I REFERENCE PLAN °s� vN�eAovuiz,o LOCATE/NS Gi
<br /> 52 UPPER LEVEL HOUSE PLAN SHOWN END "{jt 1�1 1,1 t: `� FLOOR SPACE AS NEU UI
<br /> PLAN NOTES ) -- BLOCK TIIR(HIGII FLOOR SYSTEM LASTLY FRAMING ABOVE AS '
<br /> .ALL BEAMS AND HEADERS NOT SPECIFIED ARE IS/BE MN,12,2,10 OR AN S FRAMING DETAIL HCL[bWNS AS REOD ISHOWN FOR BRACED WALL PANELS C�
<br /> BELOW STUDS FASTENED TO 1
<br /> ALLOWABLE SUBSTITUTE LISTED IN THE FRAMNL:NOTES. n 1 Ii r. •
<br /> •SEE FRAMING NOTES GOR BEAM MU HEADER SUPPORT REOIJNEMENTS
<br /> NOTE `;O SIMPSONTRF N HD ROD COUPLER I I
<br /> NFO APPLIES SYMMFTRICALI Y ACROSS A.e'[MITER INT()LONCFTEIL 1 I
<br /> TETAB.UNLESS NOTED OTHERWISE. I ' HATCHED AREA INDICATESOR
<br /> T , DOCKER PI FASTE.OST1 ESIOUSR I 1
<br /> SHEA TT f AS T(NEU TO S TOPS w ly
<br /> rt so NAIL 5W 4"D.C.AT PANEL EDGES
<br /> 1. 60 TM(cc.AT N/ENKA STIP,INTS
<br /> PROVIDE DOUBLE St UDS AT
<br /> 0
<br /> EACH END OF SHEARWALL
<br /> LARGE HATCH AREA INDICATES',:OR THICKER SIMPSON NITS HCL DOWN I STI USE KILOS KIND T
<br /> PLYWOOD OR OSB SHEATHING APPLIED TO EXTERIOR I. AIN;IKIR AT LOCATIONS SHOWN STII05 AS REODI �j�
<br /> SIDE OF STUDS w STANDARD n'T'NAB IND NAIL[-D TO DOUBLE STUDS w� I PVI
<br /> :15.12'LONG SIMPSON TREN `
<br /> /JCONCRETE —TYINCAL P.65TI05 w t6+0.f,.
<br /> LCNGTI OF CONTWI
<br /> lIOL51EADER HD Sc.REW�v ANGIpq N TU
<br /> SHOWNZ
<br /> , FASTEN
<br /> AMING ABOVE AS
<br /> OR BRAT:ED
<br /> IL
<br /> ' 41
<br /> Z
<br /> , •. •.' , 2 t VIRG'•)NTINVWS11EnU[R PANELS I 1 I 1
<br /> • W
<br /> ON
<br /> 'I r 11
<br /> rI (. .,r .. CONCRETE
<br /> O NDAMN r ' "5/CATIONS TS HOEDOWN AN"H LO AT
<br /> - 1 1 SNPSONTREN VII
<br /> f,RF(i45 AIIV N O
<br /> • 33
<br /> Li I
<br /> - ERS TEN EPIC.STUDLO HEADER w' Fq)NDAII(]N WELL BELOW
<br /> • ROWSNAP .f eTHet
<br /> I 711 i yy ►1 FRAMING DETAIL U •d
<br /> R- NAA:HE I'MINGGo.
<br /> .HEADSRw80 SIMPSON MSTCA)STRAP ON INSIDE FACEI I� S.' I POSI�•)STnLLKS HCL.LA WS OPTION O`
<br /> OF WALL;PROS SPACER TO FLUSH call Thal This E"
<br /> NAxs6G 1"cic.En WAY rvP. FRAMING DETAIL Q
<br /> SLAT 1TEADEK TO WALI.STUD THICKNESS,
<br /> I •BRACED WAIL PANEL ---) - 1 hereby plan. sd8on or report
<br /> 82 SI ACKED S EARWALLS y �
<br /> FASTEN TOP PLATE TO HEADER w 12j was prePereLt by me or Tiede;my dkett 9.EAerv161pn
<br /> IN T.6 SCA
<br /> ROWS)fa SINKER NAB S W TOC IN
<br /> RG STIrTab FIAT- NOTE
<br /> HEdrM lDdlldmddJy Licensed 'A Professional EngYN3er
<br /> ' 1411-MT STUD AT END
<br /> O Of HE APER i -FASTEN BOTTOM PLATE TO Esc()APPLIES SYMMETRIC.i A.POSP Wider the laws Of theState 101 Mlnnesola.
<br /> I,FNTffl Of WAL.I HEIGHT AS REO-D Sol SM1ALL HATCH AREA
<br /> OR INDICATES
<br /> TONG A , RIBBON AILBRACE TRUSS w DETAK UNLESS NOTED OTH[RN15E. :/ /y
<br /> - LL.A'F PANEL ICMNT WELKIN 1•G FRp6A I 131 ly)NAILS EVERY 16-U.C. Signed: •✓1'r•- / 1�1
<br /> OSEI
<br /> H 1NAIL FLOOR SFIFATI1ING TO
<br /> I •
<br /> BLOCKING REQUIRED AT SHEATHING JCRs TI BIOCKNO w So N WS A:6'O.C. ,�♦♦
<br /> APPLIED TO EXTFFILIR SIDE OF SILOS V
<br /> is ;21 hf.BEARING ST, (NAIL SHEATHING AROUND PET/NETER wI/N''1 : PIInI Nome Raab Milch �.•00
<br /> _ �yJl
<br /> 1 Oat., 8.916 License N,.nbe•: 46673
<br /> :2)ROWS BU NAILS 60 YO.C.STAGGERED T. , ., Z
<br /> il
<br /> F Tf TO PLATES'BIOCMNG@3'O.C.I 1 - - F:111
<br /> 1 QII ' ;IITrt 111)05TENDP)IFBDEK II1 , �01 HEtC.ISTUDS ATEND OFHFApER i BIMPSON STHOt4 EM8CDD[D HOD WN j CANTILEVERED FLOOR �Q'1 I •312LE BLAWIC STUDS FOR ANCI10R5 ATLOCATIONS SIIOSNN IRE FER I `� Tql ISc RY SAPPIER _jl 1', NEIGI-BORI00 HEAUER TO S:S2 FUR AN ALTERNATIVE OPTI(NI r 1 _. —2.BlOCNIJG BF 10 EN
<br /> li "' ) -' I -' TRUSSES RIPPED TO FIT DEPTH
<br /> A IMO B6ti FOUNDATION WALL BELOW Ginn--MR 5 -- '1- --" &AS'0.C.to SIMPSONA?S CAP
<br /> `` - i T IO BEAM TOP PLATE 054 SLOE .340:NITcr Lex Noll,
<br /> Y w U)i50 + ANO TYPICAL FLOOR S.INA
<br /> E- -- - 'r'O ANCHOR FK]I.I IT'MH EMBED) FASTEN BOTTOM `.. BICCKJNO BETWEEN TRUSSES AS FOLLOWS:- w'2'.2'. 'PT.ATE WASHER NABS EVERY I4'U.C. . EEINGLAT BETWEE0TRUS
<br /> E B B r I SHEATHING FASTENING I>,ymann.MN 55+41 - �T�
<br /> FHAMEWALL.BRACED-.' `;'PLYWOOD SHEET NAILED TC)2.A's re - ,._.2 r BEARING PLATE TAGt1-Tn8.35T2 �^,.'' 6.1016
<br /> WALL PANEL BELOW • (BI BP NABS TOP 6 BOTTOM FASTENED TO BEAM FLANGE 1r�raMnfO•M7rOYDnAV'Om RIFB11
<br /> • CIRCULAR HOLE UP TO 613 4.1505 BE CUT r'0 BOLTS 6T aa'O.C. rA-I6KN
<br /> r w
<br /> '' t'•e'A 1o'a't 1 1'-'�:: INTO CENTER OF PLYWOOD - STAGGERED ON EA.SIDE 6-6.16 KN
<br /> �______ 7-10-16
<br /> - S1EE I.BEAM-SEE PLANS 6.11-16
<br /> Mulheran Residence
<br /> FRAMING DETAIL 7, FRAMING DETAIL 460 Orchard Road
<br /> I 52 (IARAGEFRONT PORTAL FRAME 4 SECTION _ r 52 STEEL BEAM PARALLEL a FLDOR Orono,MN
<br /> NOTE 1 52 AI BARGED WALL PANELS ABOVE SYSTEM LATERAL(TRACING TYP.
<br /> NFO APPLIES SVMIAETRIGALLY ACROSS --
<br /> DETAIL.UM,FSS NOTED OTHERWISE. CANTILEVERED GLLbR FRAMING SIM.AT I.As NOTSHEATH BRACED BY
<br /> SHEATHING
<br /> NOTE
<br /> SECTION ONLY APPLES WHEN TRBF[O ALAR
<br /> PANELS ARE LOCATED ABOVE FLOOR DRAWN WI
<br /> CANTILEVER.SEE PLAN IDR APPLICA*LITV. KM
<br /> Project Mamba, E 42,Z �'1 �1 66161 NO.
<br /> Date: ANatSt 9.201k \4 210116 II
<br /> Sheets: 2 el 2 V !TTNO.
<br /> b COPYRIGHT HANSON GROUP.LLC 20.4
<br /> ''^�� 4
<br />
|