|
If
<br />f
<br />825 FOREST ARMS LANE
<br />NEW 2ND STORY
<br />ADDITION
<br />SUIRU"�l .. TPII"T
<br />APEA 11- '1
<br />2.j 9.95 - ----
<br />HE
<br />--- - -----------
<br />-----------
<br />19692
<br />FORESTLAKE
<br />SITE PLAN
<br />!�q SCALE: 1 " � 21'
<br />STRIJCTURAL NOTES
<br />FOUNDATION
<br />BRANDININEEl HORUSI
<br />82 5 V)RIEST ARMs L,,N[
<br />555364
<br />SALA * I W( A
<br />A RC H ISTRUCTURES * 17 01 -11
<br />SOIL QUALITY
<br />Shumis, : If - no, - uth,nzod I so
<br />nspo", minimum soil quNly h,11 b, g-usd
<br />I th, follo,im
<br />AfRCfNbkR4O1.4.1:PPtwfo,dm,
<br />.g .1u. of mundshm,
<br />F-9 -19. st-Eld To, this pmjR.t All
<br />to III, h... boom uh-E61.1h, d.119m;c] to
<br />=11h, minimum ood-quirsit Wnd,,d of
<br />1500 ESE .0 moring padty.
<br />SIR d -m: ME f -mg. shmuld -oly
<br />- I, I,i,u, 2000 FEE Sol, d.fim,d I
<br />sInd , suty Bonn, Iyy -d. SRI gon,II
<br />EI yo -L
<br />C-Usol I.E.-
<br />PH. I I .... bruoti- If - Im, not
<br />,uth-d , ,it prL I,ont-, should
<br />__ _m .. - In- p.m.,
<br />.p ... ibilly So, u.1 SIR EondI
<br />D.,iml soos.- If Emm-, should
<br />1EIB un,uhl .R., u.h to ....N.Ey
<br />'I.wy 0, siby oft' o' 'y 'Ims, m"u'I oR
<br />_mdI u.h
<br />:.pw, quIlifty fill .1 .i�
<br />-oun: I Sol Is in dmunt,
<br />sh.uid bbsn' seuvi o.f oy . g, . to To d
<br />= dd U.n.1
<br />ts to, Rod 'Xud' ,It posprod", It,, -
<br />I -I rud,,q, End ohnshumimn.
<br />SOIL PREPARATION:
<br />I- E-wo E.... us duM, to Rut,
<br />gmd. b.E,i.g .1-s.
<br />M itiom.1 Inso-ti.. If minimum 2000 FEE
<br />.its - - dosmituod mon- - .1 lot m=
<br />.md It th. Wti.i uub�rod. III �.
<br />to, .y mshy I-. III until thm,
<br />found. Aftonusufly, ,nt,d,, ,y I IS
<br />dl,.&.d by ..it
<br />STRUCTURAL NOTES
<br />F R A M I N G
<br />BRIONOINEllull Fl
<br />82 5 111 ARM, L-1
<br />ORC.. VA 5553&4
<br />SALA * 16066
<br />ARC H ISTRUCTURES * 1701 -11
<br />S.-phying - ot-iflostion.
<br />B III -E: Communion Emit L. in ... M
<br />,nh 11 --1 p Won, of th, umonly
<br />,dopts,t Mhummon, =mffsf Cook, EMRC),
<br />,,us mI I ... I non-
<br />ItEst p E11- All - EI b. of -m.
<br />mmity, .-ing th mmst poun- of th. usol
<br />End -muf-unsm I
<br />Wmd I.Ed.: E-. -. is J.s,T.d bur
<br />nnininnur, 21 pRf sts.1 And Im.d .. q.i,.d by
<br />MInhoso. Roidomhuf Cod.
<br />R.of so- lood: So- ul.mmg. d.. to
<br />dI bm ul -f mJI dififfirt, to. b..
<br />.dd. to uniform I.. mut sh.. b.I., I
<br />-ul- by d..
<br />I dI I.md: Indus.. h.othing, frEmi.g,
<br />m.uII ol.h.m.1, -, but I. Ihi.k..
<br />ston., om-nost, " g�th' c"1nu,t "gi.... K
<br />oth..I...
<br />DE.E.. hunt.
<br />1. El no- S Im.d
<br />D=d 1..& 1111111
<br />Till bon.
<br />2, Fl.- I.N. mul: 40 1
<br />Loud od: 15 pEf
<br />Thi-st , IS: NEms
<br />C,momt. N.m.
<br />Gh"nHo Nunn
<br />2. D -B: U. lood: SO Puf
<br />Loud - 5 PH
<br />P -m No..
<br />STRUCTURALCIERTIFIC-Ohl
<br />C.mOmma, I, P -MEd to, ETntumI -I'" To
<br />- 11111 Isht, Efl.rEfs-sh
<br />Th, omm-, mmmus -I mr no -
<br />Il 1. I-od ALI ft ItIltuoll dlligl.
<br />WTI- uhh-1 is th, my romEk
<br />fi-I to th. smi d.Eigl.
<br />ENGINEERING STANDARD OF CARE:
<br />Th. somd.ol of - to, .11 sh,chu.1 E.9i-
<br />�.Ilg Islill, pm1idEd to, ft, pj,,t h,1I
<br />th. 1-1 of 11,11 & .1 shlimudly
<br />by 1 -.1 Ing.- prionommg RETIRE,
<br />E.'i'2m On. Emm. 1 -ft IT th. ... Sit.,
<br />Ei f-tini, My oo.p.tion I up .
<br />odgm.1 ub-g,.d. .1-fi. h.11 b. wth good
<br />qu.hby Ind (SIMI E, SE),
<br />- C-Poct In 8' to 12, lift in 98% of ms.unum
<br />EXCAVATION SAFETY:
<br />C.mm- I. osp.-U. 111 -.1 f I
<br />" I' Iy
<br />Sturud- OSHA 2. CIR, 1.1 SubEPE1
<br />P. 'E. -him & Ths.h.."
<br />MASONRY CONSTRUCTION
<br />Sts. M: Sh.11 nom, to .11 P-,- of ACI
<br />5- E.RAng Cm� Rm- sho' Sp-
<br />t1mosomyssVot-
<br />Ifimbod.l.:
<br />CMU bII ASTM CEO, Typ, 1, n,.,l
<br />Imight ..mms bI.k F'm=l 700 pi md..
<br />li n-hing - ASTM A615, gmd,
<br />W. Fy = W,000 EPEE.
<br />li Sh,11 c,nf,. to PIploson Soout-
<br />..U.. fASTM C270.
<br />Rihf .. d urboul Typo 'l F.
<br />2800 psi.
<br />Un,.iHft,.d
<br />Mos, Smith, Rod -,11, ,p,,,,:
<br />Tp, 'S' . P-2800 ps,�
<br />Abohn, gold. .� imsmi.,
<br />Typs 'NT. F m=3050 PE
<br />Gboun, ASTM C476. Minnum Ig -20M pRL
<br />. Stumb, S' to 11' PE, ASTM C143.
<br />MASONRY SQUARE PIERS
<br />Dm,,I1 V,him,t .W -mg 5 mt, footing
<br />M12 IZ by 17 rn .... � own (1) #5 VsHic,l
<br />M,m ME h.,ght E -Int -
<br />CONCRETE CONSTRUCT�b:
<br />li ... .... hus, shro'gill for ME, pmj,,t:
<br />F..ti.g, IS piEns: En = 3000 1 with IT,
<br />nomm! sulmi- thIt moYd. - & -
<br />-Rt.... squI,RI,mE to It IIIM SON 10
<br />%.. MIRC Tumi. P4321, IT. S.
<br />AIR S, -fins 1� - 4EN, TEE -
<br />'So, 1,, MRC Tool, R402 2 ' fin, , d , f
<br />SLIBI rubf.m1mg b.- ASTM A615, �Q,'60.
<br />md. linnill, lircurnst,1111, No gul-I 11
<br />Ey. humm.. , innsiod, is rumt..
<br />DESIGN RESPONSIBIUTY
<br />Sthuotums! migimus, R.."'s.11n. E, d.Elgh of
<br />'POETRY trudumb - such Is ... End post,
<br />& fin.b.gs - th momm XoRd in Hum, of mumb-
<br />- on.
<br />C.T R.Eohn.ibl. to, .11 on.,
<br />..pt " 'p"ifiw " 'buctu'l d,m,g,.
<br />EXISTING CONDITIONS
<br />Poll 0 somboutoo, 11,111 Imnly
<br />,xistog ... dhbm, to b. Is h.. on d..hg,
<br />.md thot I- Runudw I. ..Ptibi. Ath
<br />EXIST, .. dfti If offinmIss., w M
<br />.hohns. End .1P1.1 E, 11iI.d d.110n.
<br />WOOD CONSTRUCTION
<br />S..d.M: Sh.11 of.. . .11 pohi.l.m. of
<br />ANSVAWC YES Naboof Dough Sp,,O,,ti,,
<br />m, Wood Gnmmon"uh.
<br />T"IE.LSIm1Ib.P2SPFEI
<br />W.11 shul' MIRY b, Ind 911d. SEE,
<br />C.m....:
<br />IS bi ASTM A307.
<br />High =th I.- Wh' EP..Emd on
<br />PER., I - to - ;th
<br />-1 high b."th E -E,
<br />MOISTURE EXPOSED LUMBER
<br />ImIn., 1ImEI Ah oocl I
<br />d.- -.E. To homm, ommu.. -diftions.
<br />.u.h IS hy -d in dh.ct ht.ct mth
<br />m-EtE. -11 b. - RIS ..uffi.,n P...
<br />DRok, Ild ottull InsoRrill 111ditill, Smil I
<br />nninnurn #2 C-1, .1 p".'"'. "'E" IS
<br />So th.. PIT.. So. for -.1
<br />Ep.n -
<br />So I , ..... sms f,, trulbul Ilood All bEst
<br />mus, hunts, -g-, It.. sh.11 ths 9.1h. -d
<br />End pp -.d by rhomfi..., In, us.
<br />PoI.I.N. t -d -.d.
<br />_CF.
<br />FIX mil plild, on, folloviiIii 1111111d,fim,
<br />If th, APA Ao,11ood Floubg Com -non
<br />Guid. I.. bssh ... numoti-d:
<br />Who, p.EI silgh' ly Rod., no, b...
<br />I P
<br />,m,ff,,d It EXtow, d .. I mmdow p.hing.,
<br />PRE-ENGINEERED WOOD TRUSSES
<br />FIblil.t."I Intilo If firmi brull Ely- -11
<br />hom thmt Eh.n .. mowings, -brolt I -to,
<br />dl..hg To ..g'T.:mEpr., to f.bdI.b to,
<br />_mu.fimo wth o' '11,n
<br />Thuss d -n, In- P, -1,d by
<br />m,lsm- n,ih ...
<br />n.. bl..ihu must ths Eh-. on mcbm,
<br />donwng.
<br />C -m -e, snoti- Prior to fm."oh, I
<br />V,nfy 11 - dinn-EX, to 'Enfoom W h _
<br /> mmmtl ..h. -I End S-
<br />tull d,,Ing,, WE, 'qus"'ITE, h,ight
<br />mshintimn., -
<br />SI -ABS -ON -GRADE
<br />PIKEM11- Comosoto, 11mil ,k. III
<br />pro-io, W rninimus, EmnImg, , Mtl,m,nt
<br />= �,, holloving I, nd.d:
<br />I It... thi.l 4 In.h., uni... moRd
<br />oth-w I, pI,m I, hydrono Wbum
<br />no'I" g"t'H.
<br />SIR posiums,11- S. E
<br />C.11onts sholgth: SIR Iloo-
<br />R,Imfo,,mq: 6 . 6 1 WT4 . W- �EII
<br />wo, - , ASTM A185. Support on CIRSI
<br />.pp..d mms . rhimmour, ... ih.h
<br />so- tsho. .61.
<br />Onnit only with End ..hiumf,
<br />.pl
<br />Absom- With -hitocLs pp ,IL I
<br />nbsoh ,y W usibstitutoo,
<br />SI..Eh2"toTpo,ASTMC143-E?0..
<br />C ... HERB, '-pou"I., IsEmn S" 'hunlu'l
<br />burning hot., und.,
<br />F20 PAD FWTINGS:
<br />R.I.ftrohng Ill ...... : Pi.c. Imns on
<br />p,,,,d h,[,, 3 in,h,, d- bom SOL
<br />witt, (2) � onton, - -, -y
<br />F20 V-8* 1 V-8' I S' dVop
<br />Ath (2) OS boff- b,, -h �y
<br />EXISTING WALL FOOTINGS:
<br />Wh ,, mil f-ing Immm A,ting 1-ing,
<br />Ims, IT I .. smmion mud - L.R.Ohm,
<br />(2� Out by 2'4E long tons,
<br />Dn�t ... ou,somr, -1 4� inno A.hing V,RR
<br />.,th A by 1'�' ong minfrcing Ims @ 16'
<br />no. (,It,,n,t, --pins).
<br />FOOTING B
<br />Sh.11 ssmno to MC Ruh, 1 M3.1600:
<br />Z.mE2:B,m,34'b,1.finiEhqmc..
<br />E ... Bull Who,,,, footing, so, hot so -
<br />It to . h..t.d p..., EX., minimum
<br />b.1- lhi.h onut., unI.E.
<br />.utimsity pp... I...
<br />F,- pou.u.: Co.- to pro0d. I.-
<br />qu." to I footing. mud .11 on.,
<br />Shn.-m Irmh ImEt dumug nthmim.
<br />MOST RECENT RE!VISION; 5 F& ... n, 2017
<br />LVI_ BEAMS
<br />Mmin... &.19. Imrs....: 2600FI, 1.9E
<br />b.l., f., mirm.d n... lumb., (LVL).
<br />li ply b .... : F.Boon hugs1h., iss,
<br />nuft.tu.r. Iquirs-
<br />W.mth., p-.[..: All LVL .1mould
<br />.o.I. I l I -in.h.p.go.tEd
<br />,v,d,y: WoblosInuf by T-4,1II, ,
<br />DOOR AND WINDOW JAMES
<br />F,,W, -1, p.i, of Studs Ytt, (1) 10d ,(I @
<br />16'....
<br />Ms. -b -.-
<br />J224 TWIoBI � p,,I,g, 1, 2,4 -d umll:
<br />(1) �4 himm., � (1) �4 king stud
<br />J226 TWi,,l BE pB,i,g, 1, 2,6 t,d m1l;
<br />(1) - hiumn., - (1) � Wing sud
<br />MINIMUM BEAM BEARING
<br />B... f.11 I,idth mf ths.. on but Width & mngth of
<br />.p.ifi. J..b. Post ., tonsfI, - 6.1 -
<br />SPECIAL BEAM CONNECTION&
<br />4200 ., imnil.r nunn.n..1 ousk indi.H..
<br />mm In- mquiul b- nonn-OV, , upEXXt
<br />umd n Po.nd. Th T -y .'P.'.' I
<br />""t
<br />J- hRr. I n.n-..nd.,d bsom ., post son-
<br />imn,s Inquirod.
<br />Con.�.,i...p.n.ibi.f.,.Ilb..�.uppIt
<br />;mnontin', not fully d- on dou.ng.
<br />E, -hiboXt', Rmussitm, ngin,,r ,y too
<br />mmo-ot fu, I- on..
<br />SHEATHING STANDARDS.
<br />ME ,of. fimm, Rod n,r husul mil b.r
<br />III APA,tomp
<br />PIMo.d:AFAFE1,mPoEu.Im,..EE,m.
<br />OSB: APA PS2. Eum, I , EXhuior.
<br />l pM : Shosbung to mfh� Joist , Sold:
<br />P..RI RdEE So (SE 6� .
<br />All offim, ,pp,ft: M @ IT o.
<br />ROOF SHEATHING -
<br />Minimum SRI. HnIng Rod ""o"
<br />I." .... EiRsul.g: R211S, 1SMS'.
<br />24" .... Bossing: 40)20, U/37�
<br />SURELOOR SHEATHING
<br />Minimum nding Rod Ohms, .... :
<br />IS" pEu,I.q: 48/24, 26/3Z'.
<br />Eus-E, O(E(32 111E.
<br />BE, , dfiIuP Sh,11 onol to APA AFG-DI.
<br />Thi-st III. Im.- MI 1 W .... joist sp-mg.
<br />EXTERIOR WALL SHEATHING
<br />Minimum p.. nflung bd II
<br />. 16" & M' .... p..ing: 3�16, 15132�.
<br />r2-� LOWER LEVEL/FOUNDATION PLAN
<br />"�� �j SCALE 111" � 1'-1"
<br />(a) STRUCTURAL UPPER LEVEL FRAMING PLAN
<br />it Al I tIGALI = 1'-U'
<br />ROOF FRAMING PLAN
<br />SALA ARCHITECTS
<br />SALAARC.COM
<br />MINNEAPOLIS
<br />T 612.379.3037
<br />F 612.379.0001
<br />326 E HENN PIN AVE #200
<br />MINNEAPOLIS, MN 55,U4
<br />STILLWATER
<br />T 65�.35�.0961
<br />F65 . 35 .7327
<br />904 SOUTH 4TH STREET
<br />STILLWATER, MIN 55082
<br />LU
<br />V)
<br />D
<br />0
<br />T
<br />0
<br />c/_
<br />D
<br />co
<br />z
<br />LU
<br />0
<br />z
<br />LU
<br />z
<br />10
<br />rr)
<br />Lo
<br />Z
<br />0
<br />LU
<br />c� Z
<br />c) 0
<br />LL c!,
<br />Lr) 0
<br />r_4
<br />00
<br />og/3o/16 EX'ETN.
<br />01/06/17 BEE/HT-S SRI ATIL #1
<br />01/12/17 REVISSY/sEVISIONS
<br />REVIEW
<br />02/16/17 PERMU
<br />P11111 "1111R
<br />1 6066
<br />RE ACT ARCHTECT
<br />PAUL EUUtA, MA
<br />DRNWN BY FE
<br />SHEET NO. Al
<br />SHEETINDEX
<br />Al
<br />I SITE PLAN, LOWER LEVEL PLAN & STRUCTURAL
<br />DI
<br />DEMOLITION PLANS
<br />A2
<br />MAIN LEVEL PLAN
<br />A3
<br />UPPER LEVEL PLAN
<br />A4
<br />EAST ELEVATION EXISTING AND PROPOSED
<br />AS
<br />WEST ELEVATION EXISTING AND PROPOSED
<br />AIS
<br />NORTH/SOUTH ELEVATIONS EXISTING AN
<br />A7
<br />BUILDING SECTIONS
<br />If
<br />f
<br />825 FOREST ARMS LANE
<br />NEW 2ND STORY
<br />ADDITION
<br />SUIRU"�l .. TPII"T
<br />APEA 11- '1
<br />2.j 9.95 - ----
<br />HE
<br />--- - -----------
<br />-----------
<br />19692
<br />FORESTLAKE
<br />SITE PLAN
<br />!�q SCALE: 1 " � 21'
<br />STRIJCTURAL NOTES
<br />FOUNDATION
<br />BRANDININEEl HORUSI
<br />82 5 V)RIEST ARMs L,,N[
<br />555364
<br />SALA * I W( A
<br />A RC H ISTRUCTURES * 17 01 -11
<br />SOIL QUALITY
<br />Shumis, : If - no, - uth,nzod I so
<br />nspo", minimum soil quNly h,11 b, g-usd
<br />I th, follo,im
<br />AfRCfNbkR4O1.4.1:PPtwfo,dm,
<br />.g .1u. of mundshm,
<br />F-9 -19. st-Eld To, this pmjR.t All
<br />to III, h... boom uh-E61.1h, d.119m;c] to
<br />=11h, minimum ood-quirsit Wnd,,d of
<br />1500 ESE .0 moring padty.
<br />SIR d -m: ME f -mg. shmuld -oly
<br />- I, I,i,u, 2000 FEE Sol, d.fim,d I
<br />sInd , suty Bonn, Iyy -d. SRI gon,II
<br />EI yo -L
<br />C-Usol I.E.-
<br />PH. I I .... bruoti- If - Im, not
<br />,uth-d , ,it prL I,ont-, should
<br />__ _m .. - In- p.m.,
<br />.p ... ibilly So, u.1 SIR EondI
<br />D.,iml soos.- If Emm-, should
<br />1EIB un,uhl .R., u.h to ....N.Ey
<br />'I.wy 0, siby oft' o' 'y 'Ims, m"u'I oR
<br />_mdI u.h
<br />:.pw, quIlifty fill .1 .i�
<br />-oun: I Sol Is in dmunt,
<br />sh.uid bbsn' seuvi o.f oy . g, . to To d
<br />= dd U.n.1
<br />ts to, Rod 'Xud' ,It posprod", It,, -
<br />I -I rud,,q, End ohnshumimn.
<br />SOIL PREPARATION:
<br />I- E-wo E.... us duM, to Rut,
<br />gmd. b.E,i.g .1-s.
<br />M itiom.1 Inso-ti.. If minimum 2000 FEE
<br />.its - - dosmituod mon- - .1 lot m=
<br />.md It th. Wti.i uub�rod. III �.
<br />to, .y mshy I-. III until thm,
<br />found. Aftonusufly, ,nt,d,, ,y I IS
<br />dl,.&.d by ..it
<br />STRUCTURAL NOTES
<br />F R A M I N G
<br />BRIONOINEllull Fl
<br />82 5 111 ARM, L-1
<br />ORC.. VA 5553&4
<br />SALA * 16066
<br />ARC H ISTRUCTURES * 1701 -11
<br />S.-phying - ot-iflostion.
<br />B III -E: Communion Emit L. in ... M
<br />,nh 11 --1 p Won, of th, umonly
<br />,dopts,t Mhummon, =mffsf Cook, EMRC),
<br />,,us mI I ... I non-
<br />ItEst p E11- All - EI b. of -m.
<br />mmity, .-ing th mmst poun- of th. usol
<br />End -muf-unsm I
<br />Wmd I.Ed.: E-. -. is J.s,T.d bur
<br />nnininnur, 21 pRf sts.1 And Im.d .. q.i,.d by
<br />MInhoso. Roidomhuf Cod.
<br />R.of so- lood: So- ul.mmg. d.. to
<br />dI bm ul -f mJI dififfirt, to. b..
<br />.dd. to uniform I.. mut sh.. b.I., I
<br />-ul- by d..
<br />I dI I.md: Indus.. h.othing, frEmi.g,
<br />m.uII ol.h.m.1, -, but I. Ihi.k..
<br />ston., om-nost, " g�th' c"1nu,t "gi.... K
<br />oth..I...
<br />DE.E.. hunt.
<br />1. El no- S Im.d
<br />D=d 1..& 1111111
<br />Till bon.
<br />2, Fl.- I.N. mul: 40 1
<br />Loud od: 15 pEf
<br />Thi-st , IS: NEms
<br />C,momt. N.m.
<br />Gh"nHo Nunn
<br />2. D -B: U. lood: SO Puf
<br />Loud - 5 PH
<br />P -m No..
<br />STRUCTURALCIERTIFIC-Ohl
<br />C.mOmma, I, P -MEd to, ETntumI -I'" To
<br />- 11111 Isht, Efl.rEfs-sh
<br />Th, omm-, mmmus -I mr no -
<br />Il 1. I-od ALI ft ItIltuoll dlligl.
<br />WTI- uhh-1 is th, my romEk
<br />fi-I to th. smi d.Eigl.
<br />ENGINEERING STANDARD OF CARE:
<br />Th. somd.ol of - to, .11 sh,chu.1 E.9i-
<br />�.Ilg Islill, pm1idEd to, ft, pj,,t h,1I
<br />th. 1-1 of 11,11 & .1 shlimudly
<br />by 1 -.1 Ing.- prionommg RETIRE,
<br />E.'i'2m On. Emm. 1 -ft IT th. ... Sit.,
<br />Ei f-tini, My oo.p.tion I up .
<br />odgm.1 ub-g,.d. .1-fi. h.11 b. wth good
<br />qu.hby Ind (SIMI E, SE),
<br />- C-Poct In 8' to 12, lift in 98% of ms.unum
<br />EXCAVATION SAFETY:
<br />C.mm- I. osp.-U. 111 -.1 f I
<br />" I' Iy
<br />Sturud- OSHA 2. CIR, 1.1 SubEPE1
<br />P. 'E. -him & Ths.h.."
<br />MASONRY CONSTRUCTION
<br />Sts. M: Sh.11 nom, to .11 P-,- of ACI
<br />5- E.RAng Cm� Rm- sho' Sp-
<br />t1mosomyssVot-
<br />Ifimbod.l.:
<br />CMU bII ASTM CEO, Typ, 1, n,.,l
<br />Imight ..mms bI.k F'm=l 700 pi md..
<br />li n-hing - ASTM A615, gmd,
<br />W. Fy = W,000 EPEE.
<br />li Sh,11 c,nf,. to PIploson Soout-
<br />..U.. fASTM C270.
<br />Rihf .. d urboul Typo 'l F.
<br />2800 psi.
<br />Un,.iHft,.d
<br />Mos, Smith, Rod -,11, ,p,,,,:
<br />Tp, 'S' . P-2800 ps,�
<br />Abohn, gold. .� imsmi.,
<br />Typs 'NT. F m=3050 PE
<br />Gboun, ASTM C476. Minnum Ig -20M pRL
<br />. Stumb, S' to 11' PE, ASTM C143.
<br />MASONRY SQUARE PIERS
<br />Dm,,I1 V,him,t .W -mg 5 mt, footing
<br />M12 IZ by 17 rn .... � own (1) #5 VsHic,l
<br />M,m ME h.,ght E -Int -
<br />CONCRETE CONSTRUCT�b:
<br />li ... .... hus, shro'gill for ME, pmj,,t:
<br />F..ti.g, IS piEns: En = 3000 1 with IT,
<br />nomm! sulmi- thIt moYd. - & -
<br />-Rt.... squI,RI,mE to It IIIM SON 10
<br />%.. MIRC Tumi. P4321, IT. S.
<br />AIR S, -fins 1� - 4EN, TEE -
<br />'So, 1,, MRC Tool, R402 2 ' fin, , d , f
<br />SLIBI rubf.m1mg b.- ASTM A615, �Q,'60.
<br />md. linnill, lircurnst,1111, No gul-I 11
<br />Ey. humm.. , innsiod, is rumt..
<br />DESIGN RESPONSIBIUTY
<br />Sthuotums! migimus, R.."'s.11n. E, d.Elgh of
<br />'POETRY trudumb - such Is ... End post,
<br />& fin.b.gs - th momm XoRd in Hum, of mumb-
<br />- on.
<br />C.T R.Eohn.ibl. to, .11 on.,
<br />..pt " 'p"ifiw " 'buctu'l d,m,g,.
<br />EXISTING CONDITIONS
<br />Poll 0 somboutoo, 11,111 Imnly
<br />,xistog ... dhbm, to b. Is h.. on d..hg,
<br />.md thot I- Runudw I. ..Ptibi. Ath
<br />EXIST, .. dfti If offinmIss., w M
<br />.hohns. End .1P1.1 E, 11iI.d d.110n.
<br />WOOD CONSTRUCTION
<br />S..d.M: Sh.11 of.. . .11 pohi.l.m. of
<br />ANSVAWC YES Naboof Dough Sp,,O,,ti,,
<br />m, Wood Gnmmon"uh.
<br />T"IE.LSIm1Ib.P2SPFEI
<br />W.11 shul' MIRY b, Ind 911d. SEE,
<br />C.m....:
<br />IS bi ASTM A307.
<br />High =th I.- Wh' EP..Emd on
<br />PER., I - to - ;th
<br />-1 high b."th E -E,
<br />MOISTURE EXPOSED LUMBER
<br />ImIn., 1ImEI Ah oocl I
<br />d.- -.E. To homm, ommu.. -diftions.
<br />.u.h IS hy -d in dh.ct ht.ct mth
<br />m-EtE. -11 b. - RIS ..uffi.,n P...
<br />DRok, Ild ottull InsoRrill 111ditill, Smil I
<br />nninnurn #2 C-1, .1 p".'"'. "'E" IS
<br />So th.. PIT.. So. for -.1
<br />Ep.n -
<br />So I , ..... sms f,, trulbul Ilood All bEst
<br />mus, hunts, -g-, It.. sh.11 ths 9.1h. -d
<br />End pp -.d by rhomfi..., In, us.
<br />PoI.I.N. t -d -.d.
<br />_CF.
<br />FIX mil plild, on, folloviiIii 1111111d,fim,
<br />If th, APA Ao,11ood Floubg Com -non
<br />Guid. I.. bssh ... numoti-d:
<br />Who, p.EI silgh' ly Rod., no, b...
<br />I P
<br />,m,ff,,d It EXtow, d .. I mmdow p.hing.,
<br />PRE-ENGINEERED WOOD TRUSSES
<br />FIblil.t."I Intilo If firmi brull Ely- -11
<br />hom thmt Eh.n .. mowings, -brolt I -to,
<br />dl..hg To ..g'T.:mEpr., to f.bdI.b to,
<br />_mu.fimo wth o' '11,n
<br />Thuss d -n, In- P, -1,d by
<br />m,lsm- n,ih ...
<br />n.. bl..ihu must ths Eh-. on mcbm,
<br />donwng.
<br />C -m -e, snoti- Prior to fm."oh, I
<br />V,nfy 11 - dinn-EX, to 'Enfoom W h _
<br /> mmmtl ..h. -I End S-
<br />tull d,,Ing,, WE, 'qus"'ITE, h,ight
<br />mshintimn., -
<br />SI -ABS -ON -GRADE
<br />PIKEM11- Comosoto, 11mil ,k. III
<br />pro-io, W rninimus, EmnImg, , Mtl,m,nt
<br />= �,, holloving I, nd.d:
<br />I It... thi.l 4 In.h., uni... moRd
<br />oth-w I, pI,m I, hydrono Wbum
<br />no'I" g"t'H.
<br />SIR posiums,11- S. E
<br />C.11onts sholgth: SIR Iloo-
<br />R,Imfo,,mq: 6 . 6 1 WT4 . W- �EII
<br />wo, - , ASTM A185. Support on CIRSI
<br />.pp..d mms . rhimmour, ... ih.h
<br />so- tsho. .61.
<br />Onnit only with End ..hiumf,
<br />.pl
<br />Absom- With -hitocLs pp ,IL I
<br />nbsoh ,y W usibstitutoo,
<br />SI..Eh2"toTpo,ASTMC143-E?0..
<br />C ... HERB, '-pou"I., IsEmn S" 'hunlu'l
<br />burning hot., und.,
<br />F20 PAD FWTINGS:
<br />R.I.ftrohng Ill ...... : Pi.c. Imns on
<br />p,,,,d h,[,, 3 in,h,, d- bom SOL
<br />witt, (2) � onton, - -, -y
<br />F20 V-8* 1 V-8' I S' dVop
<br />Ath (2) OS boff- b,, -h �y
<br />EXISTING WALL FOOTINGS:
<br />Wh ,, mil f-ing Immm A,ting 1-ing,
<br />Ims, IT I .. smmion mud - L.R.Ohm,
<br />(2� Out by 2'4E long tons,
<br />Dn�t ... ou,somr, -1 4� inno A.hing V,RR
<br />.,th A by 1'�' ong minfrcing Ims @ 16'
<br />no. (,It,,n,t, --pins).
<br />FOOTING B
<br />Sh.11 ssmno to MC Ruh, 1 M3.1600:
<br />Z.mE2:B,m,34'b,1.finiEhqmc..
<br />E ... Bull Who,,,, footing, so, hot so -
<br />It to . h..t.d p..., EX., minimum
<br />b.1- lhi.h onut., unI.E.
<br />.utimsity pp... I...
<br />F,- pou.u.: Co.- to pro0d. I.-
<br />qu." to I footing. mud .11 on.,
<br />Shn.-m Irmh ImEt dumug nthmim.
<br />MOST RECENT RE!VISION; 5 F& ... n, 2017
<br />LVI_ BEAMS
<br />Mmin... &.19. Imrs....: 2600FI, 1.9E
<br />b.l., f., mirm.d n... lumb., (LVL).
<br />li ply b .... : F.Boon hugs1h., iss,
<br />nuft.tu.r. Iquirs-
<br />W.mth., p-.[..: All LVL .1mould
<br />.o.I. I l I -in.h.p.go.tEd
<br />,v,d,y: WoblosInuf by T-4,1II, ,
<br />DOOR AND WINDOW JAMES
<br />F,,W, -1, p.i, of Studs Ytt, (1) 10d ,(I @
<br />16'....
<br />Ms. -b -.-
<br />J224 TWIoBI � p,,I,g, 1, 2,4 -d umll:
<br />(1) �4 himm., � (1) �4 king stud
<br />J226 TWi,,l BE pB,i,g, 1, 2,6 t,d m1l;
<br />(1) - hiumn., - (1) � Wing sud
<br />MINIMUM BEAM BEARING
<br />B... f.11 I,idth mf ths.. on but Width & mngth of
<br />.p.ifi. J..b. Post ., tonsfI, - 6.1 -
<br />SPECIAL BEAM CONNECTION&
<br />4200 ., imnil.r nunn.n..1 ousk indi.H..
<br />mm In- mquiul b- nonn-OV, , upEXXt
<br />umd n Po.nd. Th T -y .'P.'.' I
<br />""t
<br />J- hRr. I n.n-..nd.,d bsom ., post son-
<br />imn,s Inquirod.
<br />Con.�.,i...p.n.ibi.f.,.Ilb..�.uppIt
<br />;mnontin', not fully d- on dou.ng.
<br />E, -hiboXt', Rmussitm, ngin,,r ,y too
<br />mmo-ot fu, I- on..
<br />SHEATHING STANDARDS.
<br />ME ,of. fimm, Rod n,r husul mil b.r
<br />III APA,tomp
<br />PIMo.d:AFAFE1,mPoEu.Im,..EE,m.
<br />OSB: APA PS2. Eum, I , EXhuior.
<br />l pM : Shosbung to mfh� Joist , Sold:
<br />P..RI RdEE So (SE 6� .
<br />All offim, ,pp,ft: M @ IT o.
<br />ROOF SHEATHING -
<br />Minimum SRI. HnIng Rod ""o"
<br />I." .... EiRsul.g: R211S, 1SMS'.
<br />24" .... Bossing: 40)20, U/37�
<br />SURELOOR SHEATHING
<br />Minimum nding Rod Ohms, .... :
<br />IS" pEu,I.q: 48/24, 26/3Z'.
<br />Eus-E, O(E(32 111E.
<br />BE, , dfiIuP Sh,11 onol to APA AFG-DI.
<br />Thi-st III. Im.- MI 1 W .... joist sp-mg.
<br />EXTERIOR WALL SHEATHING
<br />Minimum p.. nflung bd II
<br />. 16" & M' .... p..ing: 3�16, 15132�.
<br />r2-� LOWER LEVEL/FOUNDATION PLAN
<br />"�� �j SCALE 111" � 1'-1"
<br />(a) STRUCTURAL UPPER LEVEL FRAMING PLAN
<br />it Al I tIGALI = 1'-U'
<br />ROOF FRAMING PLAN
<br />SALA ARCHITECTS
<br />SALAARC.COM
<br />MINNEAPOLIS
<br />T 612.379.3037
<br />F 612.379.0001
<br />326 E HENN PIN AVE #200
<br />MINNEAPOLIS, MN 55,U4
<br />STILLWATER
<br />T 65�.35�.0961
<br />F65 . 35 .7327
<br />904 SOUTH 4TH STREET
<br />STILLWATER, MIN 55082
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<br />og/3o/16 EX'ETN.
<br />01/06/17 BEE/HT-S SRI ATIL #1
<br />01/12/17 REVISSY/sEVISIONS
<br />REVIEW
<br />02/16/17 PERMU
<br />P11111 "1111R
<br />1 6066
<br />RE ACT ARCHTECT
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