TP: 89'-0" BP: 86'-6 1/4" 2'-0" Typ TP: 89'-0" BP: 86'-6 1/4" 2'-0" Typ S201 TW: 89'-0" TF: 86'-0" S201 TW: 87'-11 1/4" S201 TF: 86'-10 1/4" S201

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1 Resource reginc.com 0.. '-" P: '-" 0'-0" " P: '- /" 0'-" '-" '-0" '-0" 0'-0" '-0" '-" '- /" TF: '-0" TW: '-0" TF: '-0" TW: '-0" TF: '-0" TW: '- /" TF: '-" " Typ Sim. P: '-" " TF: '-0" C '- /" '-" Varies T.O.S. '-0" '-" '-" '-" 0'-0" '-0" '-0" '- /" " Concrete Slab T.O.S. '-0" " Concrete Slab See arch plans for floor drains and slope '-0" " '-0" " TW: '-" TF: '-0" '-" '- TW: '- /" TF: '-" '-0" '- '-0" Typ '-" '-" " '-0" Typ P: '- /" TF: '-0" TF: '-0 /" T.O.S. '-0 /" TW: '- /" TF: '- /" '- " Concrete Slab See arch plans for floor drains and slope " Concrete Slab T.O.S. '-0 /" '-0" " '-0" " '-" TW: '- /" TF: '-0 /" '-0" '-0" '-" '-" 0'-0" '-" '-" Varies '-" TP: '-0 /" P: '- /" TW: '-0 /" TF: '-0 /" C '-0" " Typ " '-" Typ TP: '-0 /" P: '- /" TW: '-0 /" TF: '-0 /" Sim. TW: '-0" TF: '-0 /" TW: '- /" TF: '- /" '-0" 0'-0" '-0" '-" '- /" 0" uilding Engineered y rian uchanan, PE Coordination Set -- Permit Set -- '-0" '-0" '-0" '-0" Footing Schedule ID Size Thickness Reinforcement Notes '-0"x'-0" 0" " oc '-"x'-" 0" " oc C '-0"x'-0" 0" " oc Foundation Plan /" = '-0" Place bottom all footings at a minimum of 0" below final grade. Verify all dimensions with the architect prior to construction. Wall and footer step locations are approximate-verify in field and with architectural plans. Foundation Plan S0

2 Resource reginc.com x or x 0 x0 " oc 0 x or x 0 () " LVL stair stringers below, Typ Pack out with /" LVL to edge of plywood Frame landing w/ " oc x " oc ITS./. HUSC () /" LVL () /" LVL LS0, ea side () /" LVL () x () x ITS./. () /" LVL () x ()" LVL /" TJI " oc W0X['-0"] /" TJI " oc ITS.0/., Typ /" drywall with -/" # " OC edge spacing, " T.O.P. 00'-0" /" " oc () x W () x /" " oc () x Typ at interior walls this level ITS.0/., Typ ()" LVL W0X['-0"] /" drywall with -/" # " OC edge spacing, " " oc T.O.P. 00'-0" /" TJI " oc /" TJI " oc () x () /" LVL ITS./. x0 LS0, ea side () /" LVL /" LVL " oc x () x ITS./. HUSC W Pack out with /" LVL to edge of plywood () " LVL stair stringers below, Typ uilding Engineered y rian uchanan, PE () /" LVL Frame landing w/ " oc () x /" TJI " oc /" TJI " oc () x () /" LVL () x () /" LVL /" TJI " oc ITS.0/., Typ () x () x () /" LVL ITS.0/., Typ Coordination Set -- Permit Set -- /" TJI " oc Wall Type Schedule ID W W W W W W Wall Type " oc " oc " oc " oc " oc " oc Main Level Floor Framing /" = '-0" Headers not called out on plans are to be () x or () /" LVL. Insulate headers in exterior walls per /. ll columns not called out or shown on plans are to be () x or () x, matching wall thickness. Layout of repetitive members is conceptual only See architectural plans for party wall details. Trusses to stack on () x or x column at all walls. Main Level Floor Framing Plan S0

3 "/" "/" "/" "/" Resource reginc.com 0.. x Struct Fascia " Ladder Framing ()x0 or () /" LVL "/" x Struct Fascia x Struct Fascia " Ladder Framing Roof Trusses by Others () x () x /" drywall with -/" # " OC edge spacing, " Roof Trusses by Others x Ledger W "/" "/" () x Typ at interior walls this level /" drywall with -/" # " OC edge spacing, " " Ladder Framing Roof Trusses by Others ()x0 or () /" LVL W Typ at exterior walls this level () x () x " Ladder Framing x Struct Fascia uilding Engineered y rian uchanan, PE () /" LVL "/" "/" "/" "/" () /" LVL Coordination Set -- Permit Set --, " Ladder Framing x Ledger x Struct Fascia x Struct Fascia "/" " Ladder Framing x Struct Fascia Wall Type Schedule ID Wall Type W " oc W " oc W " oc W " oc W " oc W " oc Roof Framing /" = '-0" Headers not called out on plans are to be () x or () /" LVL. Insulate headers in exterior walls per /. ll columns not called out or shown on plans are to be () x or () x, matching wall thickness. Layout of repetitive members is conceptual only See architectural plans for party wall details. Trusses to stack on () x or x column at all walls. Roof Framing Plan S0

4 Wall, PT bottom plate Glue and nail w/ " Reinforce slab w/ EW or x W./W. WWF CTD. Provide /" deep control joints, locate per arch plans. Wall, PT bottom plate " See rch Details Wall, Glue and nail w/ " Interior face of wall Provide corner bars to match size and spacing of horizontal wall reinforcing. Soil face of wall This detail may be substituted with " CMU extended from footing. CMU must be used at all areas where veneer height exceeds feet Stone above Galvanized* continuous L x x /" (/" gusset " O.C. where veneer higher than 0 feet) 0" Clear : Wall Footing () # cont. # " oc, w/ std hook " EW 0" Interior Slab Details Scale: /" = '-0" Clear : Wall Footing at Fire Rated Wall () # cont. # " oc, w/ std hook " EW Corner Reinforcement Scale: " = '-0" Wall reinf. (see wall sections) PT Sill w/ sill sealer, full width See arch. " min. Foundation wall " *Or spray-on waterproof membrane /"ø galvanized or stainless steel expansion " O.C. min. " embedment u.n.o. ( " O.C. where veneer higher than feet. max. veneer height = feet) '-" min. Footing Step Scale: /" = '-0" For wall & footing step locations & verify with architect Match footing bar size and spacing (Max Height '-0") " Do not backfill until concrete has reached day compressive strength and floor systems are in place. 0" Floor joists & hanger - tight to wall /" Plywood sheathing see general notes /" PT Plywood or Grace Ice & Water Shield /" x 0" anchor " O.C. # " O.C. # " O.C. # " O.C., alt. hooks No expansion joint material PT Sill w/ sill sealer 0" Gravel & drain pipe per soils report " : Typical Foundation Wall Stone Veneer Support Scale: /" = '-0" Undisturbed natural grade or structural fill /" x 0" anchor " O.C. # O.C. # " O.C., alt. hooks () # horiz. cont. top & bottom " ( min) horiz. 0" Gravel & drain pipe per soils report " min : Foundation Wall at Doors # " o.c. w/ # nose " 0" uilding Summit County, Colorado Project Number Engineered y rian uchanan, PE Gravel & drain pipe per soils report " ( min) horiz. Typical Foundation Typical asement Wall Scale: /" = '-0" Scale: /" = '-0" Timber column, Stone cap, See arch. PT Sill w/ sill sealer, full width Wall top plates /" sheathing x stud, Typ " Plywood sheathing see general notes Coordination Set -- Conc. Stem with () # EW () # dowels to support upper rebar 0" min "clear " min Stone veneer, w/ Masonry to Col. Provide weep holes in ot. See arch plans for Details U with /" dia. anchor bolts with " min. embedment. PT sill plates w/ /"ø anchor bolts, (min of () bolts per plate) () # verts x full height. w/ 0" O.C. Conc pier and footing Grade " '- " (Max Height '-0") Do not backfill until concrete has reached day compressive strength and floor systems are in place. " EW /" /" x 0" anchor " O.C. # " O.C. # " O.C. # " O.C., alt. hooks No expansion joint material Floor joists, " Permit Set --. Pier below frost depth " EW Tie Options: #, #, #, Ga. wire or Pencilwire Clear '-0" Conc. Pier, " 0" Gravel & drain pipe per soils report " Foundation Details Isolated Pier Scale: /" = '-0" Typical asement Wall Scale: /" = '-0"

5 Floor or Roof Top Plates Header, Window Opening reak trimmer(s) at sill plate Typical studs on layout King stud Trimmer(s), Sill plate /" wall width, typ () member header, d " O.C., typ OR Rigid insulation in cavity Insulated Header Scale: /" = '-0" Const. adhesive btwn rigid and header () member header () " oc, stagger from side to side Stone veneer see arch plans Pack out joist spaces with () LVL or solid lumber below stone veneer () Stone Veneer Support Scale: " = '-0" Lxx/ with () TS per stud Rafters or joists Sheathing /" /" " min typ /" : Top Nailer /" See general notes for sheathing attachment /"ø powder driven " O.C. (stagger side-to-side) or /" thru " O.C. staggered Pack out web w/ x's & /"ø " oc, stagger if beam depth is greater than " x blocking for drywall x Walls x Studs ottom Plates Typical Window Framing Scale: /" = '-0" Two stud corner Drywall " oc ottom plates Corner Condition Dbl top plates Wood beam, notch for top plates in wall () " TS Typ stud Horizontal plate x column per plans w/ space for insulation if possible Sheathing Insulation eam Pockets Scale: " = '-0" Mid-Wall Condition Rafter Timber beam () /"ø thru bolts Timber column " Section View Timber eam to Column Scale: " = '-0" eam, Column, " " " min typ : Web-Pack Out (w/ Nailer) C: Web-Pack Out (Plywood only). Wood plates to be doug-fir # free of twist or warp or LSL. Rip plates to match flange. Coordinate sheathing attachment with sheathing notes. Web Packout Scale: /" = '-0" Glue plywood to steel top flange Pack out web w/ x's & /"ø " oc, stagger if beam depth is greater than " uilding Summit County, Colorado Project Number Engineered y rian uchanan, PE Note: This detail can also be used for interior partition walls Floor sheathing () " TS per block () TS through each rafter/joist and into pressure block " " () /" bolts Iso View " " Upper Column, Two-Stud Partition Wall Framing Scale: NTS (optional) Rimboard Plywood, see general notes Side View " " eam, () /" bolts Lower Column, Structural roof below x ridge, typ x rafter, typ Rafter/joist x Pressure block Typical Ledger Scale: /" = '-0" 0 Elevation View Timber eam to Column Scale: " = '-0" Coordination Set -- Permit Set -- x plates attached to plywood, typ Typical wall framing x " o.c., typ EQ. Rafter tail attached to top chord of truss rafter w/ () " O.C. x lock below eave rafter EQ. C L of wall () /"ø x " Lags (For W beams use /"ø lags) Roof truss, by others Double top plate Exterior X wall to bear full width of wall Wood column Framing Details Typical Overframe Scale: NTS Eave Detail Scale: /" = '-0" Steel Wood Column Scale: /" = '-0"