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F'l.fi^. l^o^t E_ilExtreme |Mea5ur®5 Re*lctcfALal Cowtruclion Planning ,qffw DESISNEDs DRAUJN-. APPROVED; Submitted IURE UJRE .®t- -0 <0 ^0(0 c0 s-0< 0 »-Q w. 1 Q) ^~ » *0^- v& <p^-^ »n 3 «t fc. .5 d>v <0 F REVISED. 6CALE; 1/4" s I'-O" DRAIUIN6 No. 18-3-505 DATE. 03-10-2018 Pemolltlon '• '^•^-'•.^•.^i, ^232024 -Exlctlng Home North v\v\1/1v\1/1v\\Av\v\v\\A1/11/1\A1/1\Av\v\\/\[/}[/1\A\A\A[/11/1^v\v\v\\Av\1/11/1v\1/1v\1/11/1v\v\v\v\[/1 v\v\v\v\v\v\y\1/1.K^14 ^<^' 20"x 10" Concrete Footing u/ 2 "4 bar- contlnous CtypJ' Me'chanicar Area H rd Note- Actual placcnent of mschl&al squlpmsnt to bs verified by MVAC and Plumbing sontraetor. AadlUonal floor drain may bs nssctoct to aen/e any ecjulpment ulth condsnaatlon \*Mm. concrete ujdl)' r4 vertical < 4'-0" O.C. horlzortal < 2'-0" 0-C.' Basement Beam aupportcci A end by 3" etssl column s^_ 3" Stae) Cql ; ;££;.;; Cut neui door opening' to ncut baaemerrt area- •2' x 2' x 1' F'o&t Pad- wf 2- •4 bar ea.iuay CtypJ 2-ri'y Existing E>as<smeni [Exlatfng Fourtdailon luall area v\1/1v\1/1"^ki v\ NOTE: Foundation Contractor to place l/2"x 10" Anchor bolta at 4-0" CmlnJ o.c. and no more than l'-4" From each mail corner. Sj^ 13-2xl0 PT porch 4" concrete (Mflt.ch height o'/ar 12" compdt^l 20"x 10" Concrete Footing ui/ 2 •A bar conUnou< Ctyp^' NOTE: Top of top <f existing A /typ-)' 11 ;/4" Beam ^-^1 to exlstlngJ •led grdnuldr fill' 5x5x12"' Ssan Pock.el fx S' concrete uudll )/ •-<. vertical « -t'-O" O.C.. •4 horizontal • 2'-0" O.C. x\ foundation to be II 3/4" below Homee eub-floor aheetfng. NOTE; Foundation Contractor to fully uilth all atandarde »et forth In ACI 318.05 at uiell at SPS, Comm 321 Bl|Me T>res^L. Pias^. T^os^ [Extreme IMeasurss Rsslctertilat Con*truc.tton Planning SuiaM«jl31 \0ffm Mo6i(e -w-m-vsv DESISNEP:Submitted DRAUJNs UJRE ! APPROVED;LURE _ 0 ® ^*!:5'o'o§ <n(Q 0 (0 tt-ffl=d)5S I3^i^1<D4)-$^3v& REVISED. SCALE. 1/4" = r-o" PRAUINS No. 18-3-505 03-10-2018 Foundation JAN 232024 ^\J>r£a^. PLay^. ]>o^. LitlExtnsme Measures Ra»lc*ertlal Corxvuctlon plamtng a»oao feLn* n^y BI qffia 'ModUe iMos-3: DES16NED; DRAIUN; APPROVED. Submitted URE tURE _ 0 .® ^>r5 -0§ < ^ fo h(6^ <D 13tt-^= ti)52 I3^r^i04>^^3N& REVISED; SCALE; 1/4" • l'-0 DRAIUIN6 No. 18-3-505 DATE.03-10-2018 Main Floor JAN 2 3 2024 Aaphalt Roofing Roor Loading Specifications For Manufactured Roof Truss Products and Components ;-'oius lc<s *nd lU<t-f Shield ^ Top of Plate .? J^P °^ Foot. Ing Total Load • 51 psf -LL • 40 paf-PL. n par - top cord = ~i poF - bottom cord = 10 psf Floor Loading Specifications for tUood l-Jolete and Components Floor LL . 43p»F Floor DL • lOpef Derlecllon Criteria . L/48015' felt underlA|nent CCT..> Aapha It R oo ring y/ek Wouiniwp 1/16" OSB UJoll Shlg. Co^sr expoasd foam te? prsv (oration From Uv light 9 \n' Utood l.jol*f • r-+" o.c. Stops final gracte audy form building at a inlntmum rate oft/3" pir For the rirai 10' Q•^ 1;~ post pASl u/ 2.*^ bA- &). >u»y J Top of Subfloor Top of Foundation 3 u-1.51 RI. • *' farfiya\cct arln tile •Nallyo &otl uilth a mini mum bea-)ng&yac)U| Of •iOOCpaT Drain Tile to dlacharga to a auirp pit or eiaylighl opsnlng,, •Its verify Cross Section -ScaleT3/8" s I'-O" '•&S!I^L. pLai^. t>oi/F/^.^ lExtreme IMea&ures RcHdanltAl Comvucllon Planning Cffic,.MsMt DES16NED.Submitted IURE APPROVED;UJRE .0 -g <0 A'0 (Q 5-0< 0 Q' 3: Q) » 10^-^ <p^2 3 < 1- A ^>^ <0 REVISED. SCALE. 11 ll ^113/8" = I'-O DRAUIINS No. 18-3-&05 03-10-2016 Cross Section JAN 23 2024 Existing Wowe Neui Add It ton R50NT ELEVATION UJE&T ELEVATION ^%<\T>r£aw.. P'Lcfy^.. I>o^ lExtnsme IMeasures Roeldertidl Comtruc.tlon PlAnning aaoao euw ^y OT |<?< DEShSNED.Submitted DRAUIN;UJRE [APPROVED.LURE 0 .0fr- •Q <0 A~Q BQ 5-0< 0 tt-ffl= oa55 &3^1^1<Diftji^F3N&<0 F REVISED: SCALE7 1/4" s I'-O" DRAWING No. 18-3-50& DATE.03-10-2018 Elevation ^^ZOZA m^<(t o 03 a>-(m 8 0M0w ?u> Bo b a n d T e r l Sh o r t A d d i t i o n 11 6 4 5 U J < M a p l e M i l l R d . UJ a s h b u r n , U U I 5 4 8 9 1 m ^ro coI