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\ <br />-..-I-- _77-------—�__=-- <br />-- _=====1---------—--— -- <br />- - - - - - - -- <br />' <br />35 yr F.G. roofing <br />15# roofing felt <br />o <br />- - - - - - - - - - - - - - - - - - ® <br />- <br />8"Stemwall/#4v Q 18"Duos <br />12 7/15 OSB sheathing <br />#4v 1°" ooco <br />Preposed Addition <br />s <br />1 <br />a <br />3 Insulation baffles <br />s CD <br />- <br />1 <br />'\Typ 2x 1 Ledger /(2) rows <br />1/2" La Screws '12" o,ca sta erect \ \ <br />g g9 <br />(2)#4 top <br />16 WxS T f t w/ � <br />i <br />c <br />BB Solid docking <br />o�co <br />min 2" f rom edges ° <br />(2)#4 continuous <br />En 1x8 Fascia <br />n Truss (typ) <br />25g Alums Gutter <br />6 <br />- <br />_,-' r1 <br />Crawls ace i <br />9 Galva '° ooc, <br />- - - - - - - - - - - - - - - - - - - - - - - 6 m V,B. (ilk) <br />o <br />R-49 F,G, Insulation <br />(iaph, to top plate) ; <br />a- <br />sl <br />a\\ <br />- - - - - - - - - <br />- Crawl Access f rom Ex Crawl <br />bl 2x top plate <br />°° Hor� Hardboard Lap Siding rah 7# felt or Tyvek equiv. ' <br />P <br />\ <br />1 <br />- <br />--- <br />4x #2 ®F header <br />BB <br />7/16 OS corner sheath nail 9 6 edge/12"field (typ) <br />----------------- --- <br />_ <br />or as noted <br />or per engineer calcs for shear <br />�� <br />3 - 4x1 DF#2 <br />2x6 studs 16 oace #2 HF or better <br />Existing -louse <br />1 <br />a <br />R-10 insul hdr <br />-21 F.G, insulation attach stub or use 4 mil vb <br />1/2BGWB <br />m <br />_ <br />2x6 base plate, w/ 16d 8" o,co & 16d Q 6°° ooce slant nail <br />° 60 <br />2x 10 Rim joist with (3) 16d each joist <br />4 far Top&Btm from New Fnd <br />to Exst W/4" to Exist, w/Set Epoxy <br />2x6 pressure treated sill plate <br />12" to new, Typ <br />a <br />Simpson A35 32°' Dace <br />IT <br />, <br />u sill Anchors as noted max 12°- min 3 1/2" from end <br />s <br />; <br />2x FoJe per plan R-38 <br />4 16 BBoaco horzo & vert, min B <br />BB <br />pc fnd wall <br />�— <br />2x 1 16" ooco � <br />� <br />; <br />1x9 f®®ter Over 2° lei - #4 10" oeo, horzo, 16°" Deco vertu ' <br />-s==- <br />Slope grade 9 1/4" per foot away from foundation <br />_ <br />4°° perimeter drain in stone, connect to approved discharge ' <br />9 <br />4" diao ti htline roof drain seperate from perimeter footing drain <br />18" min Crawl space, 12`° min under beams ' <br />1 <br />9 <br />mil black vapor barrier with 12' lap seams <br />1° °° <br />TYPICAL I STORY SECTION ' <br />i <br />Erred Truss <br />NOTOSY ' <br />i <br />1/2x3 Lags Staggered 9 12" ooc, \ <br />rein 2" from edge <br />2x 10 rim <br />\ <br />5/8x 1® A,B. per Schd \ \ <br />2x10 #2 HF ,foists <br />w/3" sq x 1/4" washer \\ <br />#4 16°° ooco Horzo & 10" oaca Vert, min <br />M <br />2x 10 <br />Over 2° Hi-#4 10" ooco Horza \ <br />\\\ <br />.foist Hgr <br />16°° oaco Vert, w/6°° ftg hook <br />\ <br />18" min Crawl space, 12" min under beams <br />To <br />Btm bars-1/2 of max spacing <br />Foundation\ <br />\ \ <br />6 m VoBo (L�lk) <br />min (2) #4 Conte Horz, \\\I <br />\ <br />\ 16°°x8" conc ftg <br />i <br />ANCHOR BOLT Placementper tt <br />and/or R403.1.6 <br />I changes to floor framing <br />'IeI Joist from solid sawn) <br />will require new oo framing plans. <br />18" min. crawl space <br />12" min. clearance Q beams <br />6 mil black visga vapor barrier — �_r -(" /ZB' <br />F,G. insulation yap to subfloor <br />Column & Beam Notes° <br />Cols to be 4x4 u®n,o> <br />Colo Bases +SB° abv gr or P,T, <br />Protect Col Base w/FHA 12 or equiv. <br />Col-Bm posi. connect per R473 <br />1" min air space betwen wood & <br />concrete or use preso trtd <br />Laminate multi joists w/ 2 rows <br />18d Q 16' ooca stagger top/bot <br />at concr. porch to resist <br />settling <br />Provide p,t, rim joist Q patio <br />REBAR REQUIREMENT& <br />(2)#4 Continuous in ftgo (1) g top of wall <br />#4 vent, R/F Q 18'% R/F Stl to be <br />ASTM A-615 Grade 40 <br />24 max height for std fnd wall <br />24"-provide #4 rebar 10" ooco horz,/ 16" ooc, vertu <br />2° 6" max height for 6" wall, 4° max for 8" wall <br />Footings to rest on 2000 psf undisturbed soil, <br />CRAWL SPACE VENTIALTION per R408o 1 <br />Provide 614 sq in min net (1/ 150) <br />Install (10) 6"x 15" screen vents at 6702 si ea <br />net (70%) a 672 sq in total provided <br />Install in Rim Joist (tgp) <br />640 sq ft 144/ 150=514 so in required <br />Sin 1 vent within 3° of each end <br />UNDER FLOOR INSPECTION REQUIRED <br />ALL Holdowhs, Framing, Anchors and Shearwalls <br />must be inspected before covering. <br />Provision shall be made to prevent <br />water from collecting in crawl spaces <br />and from leaking ont basement floors, <br />C? <br />E <br />B <br />CD <br />L <br />: <br />LO <br />D <br />!� <br />0 <br />co <br />-00 <br />00 <br />CD <br />(9D <br />®� <br />LL <br />f <br />4 � <br />B ° <br />�m _ <br />