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SHEET INDEX Below footings:Ary compaction be..to SLABS-ON-GRADE: A•9` -;l
<br /> E
<br /> • Al SITE PLAN,LOWER LEVEL PLAN&STRUCTURAL STRUCTURAL AL TITS anginalsubb-graee elevaien shall ne with good `�gY77 let
<br /> Dl DEMOLITION PLANS
<br /> quality IS SP1 Performanceomco ize sh shell mala adequate
<br /> .Compact 8'm lY Rbm88%a vimum pr n'ke ended: moot
<br /> A2 MAIN LEVEL PLAN FOUNDATION acne.unless
<br /> cracks.The Idlowkg
<br /> •M am on 'why.un._,nd.tl � -
<br /> p
<br /> EXCAVATION SAFETY'. n system ,• - .�� 1 o
<br /> WNtetr AR L,hi req..gr...
<br /> via ( ytlmnc
<br /> Corrector responsible i Soils bore. 6 A a.
<br /> A3UP LVL LA net 1.wnl ARw.L.+l ,y aq re.a I
<br /> Ilk,m,nN 1 ii Ifni BtvMNtl OSHA 2e GFR Part 028,Subpad •
<br /> A4 EAST ELEVATION EXISTING AND PROPOSED P.-Exeeval'wrn6TroicM1ae •centro. s above. w
<br /> lruf+
<br /> SAlAa i lo
<br /> Relnrci p 8 6 x 8 1 RS.Support 0011 aNdd
<br /> AS WEST ELEVATION EXISTING AND PROPOSED app tabic.ASTM it 85.nimumcnch H E c N. a A D N D R.
<br /> MASONRY CONSTRUCTION' approved rags.
<br /> 'M1
<br /> A6 NORTH/SOUTH ELEVATIONS EXISTING AND PROPOSED ARCMATRU(TUREh a 1701-11 e,, one " (NEN ATER HEATERI BEDROOM
<br /> st.ta.d shell conform mall pmvleion.agcl •Omit ohiy with owner;and architect's .�� SALA ARCHITECTS
<br /> A7 BUILDING SECTIONS E3gerw.r,Co.Rees aeaR.e,elSpa-lrali«, aplvrei
<br /> •
<br /> 5011 QUM ITY' le Woof,SnMuex
<br /> tern. . .
<br /> I .COM
<br /> .Alternate:With amh«ts approval.flor ®
<br /> Marries: mesh may he suhiSdsa40
<br /> .....1www`Ionel6.6":"&°6asoA •CMU bASTM Cpm,7normal •
<br /> '
<br /> repo,mwnnewq_fiy'he.hegroaned weght concrete Nak.Fm=1]00 psi '"°°".6'Y m3prASTMCa}BDeO MINNEAPOLIS
<br /> lU
<br /> by...nig. •Concrete compmsbn WY:Sea statu7 612.379.3037
<br /> •Steel reinroreirg MrsASTM A615.grade framing`Otee under"...I rape.. NEXCAVATED UNEXCAVATED
<br /> •MRC MEN R.1.1.1:Presumptive babee`- I ^t z,TF F 612.379.0001
<br /> 60Fy=80,000 psi.ng values a foundation materials
<br /> V 326E HENNEPIN AVE#200
<br /> Footing design stand.roe this project:All •Morbr:SMA conform to Proper-Pon Specfi- Flo PAO FOOTINGS: • F20 PAD rm )
<br /> cations of ASTM C270. MINNEAPOLIS,MN SSI I9
<br /> brings have been carne a d gnsa to . Minromad m_onrY TYpa TA'. Fm- _. '1 1
<br /> meat Ne code sa re of Reinforcing 0M4N11•11tPlace bars on ap
<br /> 1500 PSF SOi been 281q pa. s. __ .�. ETI LLWATER
<br /> rg cepc proved chin 3 irohea deer from sal. teV
<br /> • Sal wflesa a ban
<br /> :Ag d ually •• Unniaorud masonry
<br /> •Below grade and exterior exposure: Mark Fe..aM&reinter.: i 651.351.0961
<br /> her on minimum 2000 PSF soil,defined F 65L 351.7327
<br /> r---.. aorto.NM onto cleysY Bend silty gravel ,
<br /> Type S F .28110 psi. whh 121 g5 bottom bees each wrY E E R alt fl
<br /> 825 FOREST ARMS LANE A •Ab grad•or Interior masonry: I I 90d SOUTH OH STREET
<br /> % �•.A•`_• .....
<br /> •_ --.I• •1 ...TR val. Type N.Fm=3050 pal. FRO 1'$x 1$x 8"deeD X CISE N oIILJII $1LLWAIER,MN 55082
<br /> 1 • ....... CortrMa^e act one •Gro_ASTM C479.Mntrnum Fp 2000 psi. with 121 p5 bottan leve each waY ^^1 IRAO 0
<br /> % •�• 1 rale-•-•� I •Prior to construction: i h d •SIumP 8'to 11-par ASTM 6193. _
<br /> artxrixM ea report contractor should FORTING WM L FOOTINGS 4.
<br /> / s lam M o'°7 bears primary reMASONRY SQUARE PIERS'. EaK _ - _ _
<br /> i ! pwnipWyb lea...bons. herld Where new wail Noting need ex..looting, TN6 DEIX mi
<br /> •...ng stl n: N coarec,a s Do. "brcig 5--rto lmnrg.
<br /> bear at same ebveMn alto dowel together wan tW1pRlL 6 SiFP 'I �-- •.
<br /> % de s.s, n excessively R)H les me big.
<br /> Clayey silty Y or any M1a soil Writ Mrs..&....NI., •I' tel naw masonry wall 4.into existing wall -
<br /> i ...ions, h poor 9 aM fill panic M12 12'by i 12'masonry pier:(1)fly v«Ocel win 2E M I long reinforcing Mrs IP OMRmoi, \ -_Q
<br /> soil faro he be n u M1adrt granrtl are. Oc.(slams mortar pin.)..Owner's ac9 II quality dour.
<br /> / I «.m nwia own a ...red ao
<br /> ,-
<br /> • - fSOIL,, ,,RATION to et t 50 parca
<br /> ' -snI to a healed space bminimumeer nmum
<br /> ...al...Don:Remove sags down to sub .S.ARC Tads R40I.2.M.p. SII below Inch grade unless code
<br /> / 'j gond Mairg ekvlare. •All eine o"9Me&alai F=4000 Se, autlerAY approves bas.
<br /> % Additional excavation If mnmum NOD PSF Frost exposureContractor to provide ode-
<br /> eoile decrAad above ere rat anoun •See also MRC Tele R41I .s.c,d,e,I. to Note.hidings and al other
<br /> % I babl s,dgrede elevation,cortrec rer...Ng Mre:ASTM A615 grade 80. struck.from hon damage tlunrg co_I,uclim.
<br /> ma Altecarry rnately,ccontractorP1 uare
<br /> / I ,directed by soil engineer. may proceed
<br /> as MOST RECENT REVISION:6 February 2017
<br /> / I
<br /> / 1 ® LOWER LEVEL/FOUNDATION PLAN
<br /> i • 1
<br /> • SCALE:1y8• = 1,0" 1L1
<br /> / / j I STRUCTURAL N()Tf4 warrarM,express imp..., ma.renter« L Ilei/ V�1
<br /> A j/, ' I VL BFAMS.
<br /> NEW 2ND STORY
<br /> li�� FRAMING Minimum design.„„...:2600F0,BE« o a
<br /> ��%II %I�� DESIGN RFSPONSIBII IN:%%r�/-lI gu�EA TRgR �/fir•/%IIIJ / 1 Stmeturni ergneer Respire.for deegnm Multiple DIY lamina.veneer lumber'FMen together I.ma
<br /> /,i�.rl� 60.FT. 11 Iii
<br /> % / I WemENwae F/twx 6Nxing water-*rn_Mamaand water Weather
<br /> rewire.. 111111.11111111=11___T____ O W
<br /> A::Dc.1.,Wen:L m.l 8 laottnga-to err*miM in lotion of chef Weather pn i AS LVL should
<br /> T
<br /> (10) h/ I I No..'\VI SSS N•J ... receive a factory neted
<br /> COMMON.:Responsible for all.er structurewaday.Water*by applied
<br /> mler I g �I I I T
<br /> ../ ' SALA.ININ *N.specified on structural drewirge. r y G
<br /> 1 d-
<br /> ' ,_I ARC HhiRUI:TUItES&Val-17 F l3oa AND wIN1X1 AMRr �� I I J
<br /> / III'' IIIIIIIII cFXISICOD`TIaNS: ester -II��IIIIIIIIII1 RRA V
<br /> each pa`a.ted wimJ11)toe nail® --
<br /> existing
<br /> xiorto n9contl' oM_a Ml verify 16'oc. •� I_©i N
<br /> / rill m j S_accompanying letter a certification. a d tiro irucU.b pride with M.. J..'...Mlon. Illu��-..- L11
<br /> / I�o:li (12) CONSTRUCTION STANDARD$'. mchxexisti«t erg erginfer fair ',gncmmd J221 �ypulH 2x4 bkn at nn•jg112x0a.•s stud tud
<br /> 111-IIIIIIIII,
<br /> Bu M lop csa•.Con...Mal M in_cord J228 110407Typicael 111010openiMil In Lr6 stM wall:
<br /> / , , 7.
<br /> I with al shudual provisions of the currently
<br /> WOOD CONSTRUCTION: (1)bel knme`•1112x9N,g stud
<br /> /
<br /> w ' adoprad Wnnesa•R_IdvrtNf care uMRCP, Stantivd.Stow conbrm.el pmvreioe a �� �I,
<br /> N_appl.Ne local toad_. ANSUAWC NOS National Design Specification MINIMUM BEAM BEARING: ;5 -'�Q� 1IIIill
<br /> r
<br /> % I Beet practises:All woe atoll M of custom ler Wad Conwucfon. L/iBear full wish a beam on full lnmh 6 length dquairy. rg Io beat prectb_of tie tsd Dimerulonal jambe: N 1� �'x- Vy Oarts manufacturer product ecommeadetbrre. •Typical:Shall hi h2 SPF a betterp f slob, o l«tra�fe n_n mdopa %F i- A fr MW/ (11) •Wal Nub'.May be ats 9md SPF. SPECV.L REAM r',ONNE(-.TION£: $^�-�iEI .DM, ,£S cmNp Msse Z z
<br /> % i 485UMFRRFSIGNLOARS: •Bolts:ASTMA302N-1113 '0 PiTIX. rCOrIrAR[RIXa w o 0
<br /> 9200Ma - •ll•CONSTRUC,pN
<br /> % Winel •
<br /> loads EMke stut b d_gn.ler •High strength screws:Where swinged on egUM bee connaclio`or''',".,,„,-
<br /> minimum
<br /> j21.hive... 'read by den canned weed lo wood eith L ggo�. may�appea al Ince 111 . 12)2 X e
<br /> % Minnesota Residential Code. _ g strength `ewe. - e mor post con 7 I:.R' l:w" L!1 O
<br /> Roof snow load:Snow toga d_ro or rection le regi 1212%6 ! '•I
<br /> / ' dpos9 from upper cool and/or tl Reg his Leen L RF F P45E0 LUMBER- •Contracror pare 4x a beam support glom! 1)
<br /> 00
<br /> / I rogadder to uribrm crow bed below_ 1V1p.on perm..,engineer may M N I v
<br /> egaretl try code. Interior conditions.All sutuel wood pro- fully on Gnawing_
<br /> / I Floor bead load, sheathing.gaming. ducts_posed Io nbw moisture condRio_, a - 21117 •
<br /> • 7
<br /> -reuletion,mecM1enbal,ac.,W no 11rbkaa such_any wog n erect torted with con *acted b_ebtace. l I--- /� I Z
<br /> / I stare,mcrete a 9ypc`de.Contact engineer 4 crew shell he basad M sodMm pie. SHEATHING STANDARDS:otherwise Decks aM cine,exterior corxtelors-.Shill he s4 T
<br /> / j Deaton load.: mnmum R2 ceder.«paean...ir_tsa R2 All rod,boor.fart anterior sheathing shill bear X 2 L BE.SUPPORT
<br /> 1.Wired roofs: Brow bed 35 prof Souterri Pine.S.architectural M actual the APA ebmp: r e i.e.
<br /> / I Deetl bed'. 17_i pcM_ •Pty..:APA PS1,_posure 10f atrn«.
<br /> Steel connector err treated wood All.teal •OSB:APA PS2,exposure f or eerier. 'E
<br /> i I 2. re None retia.bale.hir6lers.etc.ehiR hi,,,,,,,,m,,,,,,Floors: a •
<br /> bed 90 oro appro ed ay ma Wa tuner M _wits Nailing wflem SM1eeming to rafts,pat v Stud •
<br /> / I Dead kv11: 15 pf arsenic-_preserve.heeled wood. •Panel sage.:Sot a 6-o.c. M
<br /> /
<br /> ThiceeN... NoneConcrete, Nae ADVANCED FRAMING. •All other suppers:8dW12•oc. ® STRUCTURAL UPPER LEVEL FRAMING PLAN
<br /> Overa
<br /> / -_ • _ - Live.. , None F«this project.the blwnp reoommeedtion ROOF SHEATHING: SCALE.1i8" = 1'0'
<br /> pal
<br /> / ---__ __ 3. Deck: Oeatl bead'. 65 pail Guitle has beenea«rimadelsa. Corea action r t©
<br /> ',mg...rade anti thkkne_:
<br /> I P None ••16"o.c,spacing:32,18,15"32'.
<br /> Where pose.,single pry h...hes been
<br /> / -_ _- I avers •ap_ifiM aextaia doorl window apenirge. •29"o.c.spacing:40120,1&32•.
<br /> N / 219.95 __ -- STRUCTURAL CERTIFICATION-
<br /> �T.14T y)'j I PRE,NGINEFREDWOOD TROSSFg: SUBFLOOR SHEATHING: 012. 11)2'10
<br /> N / __ -_ __ _ __ j C tent i.on is Wwbed f«structural design to • -_
<br /> •ea iMicemd int_a dpe`lifiaaeon. FeMcetofs actor:If final truss layout arenas Minimum Ming and thickness: • �„
<br /> Theromreeporuf«con hon'Mal ... d MPTP W' •16'o c.spacing:46124 2r32'.
<br /> __ amnion.1 accord.1.1 the
<br /> a_ de ratdesigndesign. diaw2g t 09 F°°' f.....'I •29'o c spacing'61732 716-.
<br /> / I me wahercetron N`agreed M any mod' ......e I JB9g- Floor saM1eeNe:Sha conform to APA AFGOt. NNN
<br /> Rcgora Actual deign. •T drawing she Id M lead by e
<br /> / registered engineer. Thickset the flows.Max.16 o.cjos spacing. o
<br /> I ENGINEERING STANDARD OF CARE. •Cross bracing must be shown on erxtion
<br /> dEW
<br /> \ / I tu wing. EXTERIOR WALL SHEATHING'. _ I ! .
<br /> \ TM smMVL care M ell erg- Contra. i :Prior 1 lebd frets r '
<br /> j „,,,.„.,,,,,„0_,„,„,,prop. hall vaiN al trues d" to at eith as- ..............thb_u: W; Y Ii'u
<br /> •1662Co c spacing32/16,1YJ . •byspaHo �.b mro_ere. I IDATE
<br /> / \`\`- /r w Ir-1.10,--.
<br /> , A/ai;sterAOERLDowtlop
<br /> DESCRIPTION
<br /> _ .f....;.. "="pRET DOon POSTS 6ELOW�' 09 JO 16 Eq..
<br /> % -------_--- ! ' O1/D6/17 MD/ESTWATE YT Mx Y1
<br /> T
<br /> -----------------' ---{-- c •
<br /> & ' • f,'.< EXtiTNGIa,F R/12/V REvgw/REVISIONS
<br /> r I 9v_9/17 REVIEW
<br /> R ME = 03/./IT NR 117
<br /> „2X6 D2X,D •Gr
<br /> •‘•` ' ___•`•_ri�.eee•1 1AUSSEE-�I l••''I TRUSSES PROMO NUMBER
<br /> •••`� 1+9= EMERSION _ 16066
<br /> •` _ • iX
<br /> PROJECT ARCHER
<br /> ` • _ .
<br /> DR E1TNOF D Rae PRAWN - - DRAWN BY PB
<br /> •`
<br /> .•r.. FORESTIAKE < X ) .:,...A••we•~=•w ac.
<br /> SITE PLANSHEN� Al
<br /> ® SCALE I• =20'
<br /> ROOF FRAMING PLAN rR.•..e.R VC
<br /> SCALE1'-0' ,,,,,
<br />
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