H. Structural Wood Framing 1. Material Specifications (U.N.O. on plans, See additional notes below)

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1 Project Information Legend Structural Project Specifications Building Jurisdiction Summit County, CO Building Code IRC 0 Drawing Index S00 S0 S0 S0 S0 S0 BGL Btr CFS CJ CTD DFL EW HS HF HSS GL OC PF PT RS Sim SJI SS SSH T&B TBD TOD TOP TOS TP TS UNO Structural General Notes and Legend Foundation Plan Upper Level Framing Plan Roof Framing Plan Foundation Details Framing Details bbreviations Balanced Glue Laminated Beam Better Custom Fabricated Saddle Construction Joint (Cold Joint) Centered Douglas Fir Larch Each Way Headed nchor Stud Hem-Fir Hollow Structural Steel (Tube Steel) Glue Laminated Beam On Center Powder ctuated Fastener Pressure Treated Rough Sawn Similar Steel Joist Institute Select Structural Short Slotted Holes Top and Bottom To Be Determined Top of Decking Top of Plywood Top of Slab Top of Pier Timberscrew /"ø UNO ical (use at all similar locations UNO) Unless Noted Otherwise TW XXX'-XX" TF XXX'-XX" (x) xxx (x) xxx-xt (x) xxx L [xx'-xx"] Location Elevation Top of wall elevation Top of footing elevation Outline of footing Outline of wall Bottom of wall elevation change, punched openings Wall elevation change- points from high to low Footing elevation change- points from high to low Column below Column above Column above & below Column below beam Column above beam Column call out Column call out (-xt indicates # of trimmers, remaining x is kingstud) Generic call out Load type (see General Notes B) Overframing Bearing Wall Interior Shear Wall Steel beam, shown actual width [Top of Steel Beam] Generic beam Discontinuous beam at support Repetitive member, joist or rafter Steel beam to steel beam/concrete connection Hangers (italic text) or flush framing condition Floor step Common framing plane Beam pocket in concrete wall Elevation call out. Design Information. Load Table: Load e Dead Weight (psf) Dead Load (psf) Superimposed Loads Live Load (psf) Snow Load (psf) Description L - - Roof - L Floor - L Slab - Notes. Basic Wind Speed MPH (Exposure C)(Ultimate). Seismic Design Cat B. This structure has been designed to support the loads indicated above as a complete unit with all members and connections installed. The contractor is responsible for the means, method, sequence of construction, and bracing to support any loads imposed on the structure prior to completion.. These plans do not show any details for building waterproofing or site drainage. Resource is not responsible for waterproofing (including but not limited to foundation and under slab drainage) or site drainage. B. Foundaiton Design. Foundation design based on Soils and Foundation Investigation Project No. SU , dated 08//0, and its supplements as prepared by: CTL Thompson Inc., Breckenridge, CO. Design Information: a). llowable Bearing Pressure 000 psf b). ctive Pressure 0 pcf c). Passive Pressure 0 pcf d). t Rest Pressure 0 pcf e). Friction Coefficient 0.0 f). Frost Depth 0". Contractor shall follow all recommendations of the Soils Report.. Footings shall bear on natural undisturbed soil or adequately compacted structural fill (as specified by Soils Engineer), below the frost depth required by the applicable building code. Shallow frost protected foundations shall extend minimum " below grade and shall be insulated per the details on these plans horizontally and vertically at slab edge. ny discrepancies with the footing elevations shown on the plans shall be brought to the attention of the engineer. C. Backfilling. Do not backfill against retaining walls until supporting elements, including slabs and floor framing systems, are in place and securely anchored, or adequately shored.. Verify type of fill with Soils Engineer or Structural Engineer prior to backfilling.. Where walls are backfilled on both sides, backfill equally on each side of walls in lifts, or as required by soil report. D. Reinforced Concrete. ll concrete design is based on the Building Code Requirements for Reinforced Concrete (CI 8-08).. ll structural concrete shall have a minimum 8-day compressive strength of,000 psi and shall be sulfate resistant.. Provide continuous shear keys at vertical cold joints and where shown on drawings. (dowels at vertical/ cold or construction joint).. Reinforcement must be continuous through construction joints and have a minimum of () splice length on both sides of joint.. Rebar in slabs shall be supported by chairs at the height shown on the drawings.. Provide control joints in slabs at a maximum of 8' o.c., EW, cut at a depth equal to / of the slab depth, u.n.o. E. Grout & nchor Bolts. ll grout beneath column base plates or steel beams at bearing shall be Dayton Superior "Turbo Grout LT" or approved equal.. ll anchor bolts shall be /"ø with minimum of " embedment spaced at a max of 8 O.C. and within of wall ends and corners (U.N.O.). nchor bolts located in sill plates on exterior walls and in shears walls shall be 0 wet set "J" bolts. Post installed anchor bolts shall be Simpson Titen HD or Powers Wedge bolts U.N.O. mechanical anchors or epoxy anchors, installed in accordance with the manufacturer's requirements, substitutions must be approved by the Structural Engineer. ll anchor bolts thru CQ treated material shall be double-dipped galvanized, stainless steel or other corrosion resistant metal designed for contact with CQ. F. Reinforcing Steel. ll detailing, fabrication, and placement of reinforcing steel shall be in accordance with the CI Manual of Concrete Practice.. Except where otherwise noted on the drawings, reinforcing bars shall conform to STM Specification and shall be minimum Grade 0.. Welded wire fabric shall conform to STM Specification -8.. For splices in concrete see table below. t corners, make horizontal bars continuous or provide corner bars. round openings and steps in walls provide () #'s extending '-0 beyond edge of opening or step. (Unless noted otherwise on the drawings horizontal bars at the top of grade beams shall be spliced only at mid-span between piers, and horizontal bottom bars shall be spliced only at pier centerlines). Grade Size Splice Length (in) 0 # 0 # 0 0 # 0 # 8 H. Structural Wood Framing. Material Specifications (U.N.O. on plans, See additional notes below) Member Material Studs Hem-Fir, Stud Grade Rafters, Joists, Ledgers, Beams DFL # Plates DFL # or Btr Plates attached to concrete or masonry "Strandguard" or PT Hem-Fir # or Btr Solid Timber (beams and posts, greater than x) DFL # or Btr Floor Sheathing /" P rated " O.C. Stud-I-Floor T&G Roof Sheathing /8" P rated 0/0 Exposure I Wall Sheathing, Interior Shear Walls /" P rated /0 Exposure I Engineered Lumber LVL Laminated Veneer Lumber.9E min PSL Parallam.8E TSL/LSL Timberstrand LSL.E studs/.e beams TJI/LP/BCI Engineered Floor I-Joist. ll manufactured trusses shall be designed by a Colorado registered engineer to support the full uniform dead and live loads and any other superimposed loads. The fabricator shall determine web arrangement and member forces. Stresses shall not exceed those allowed by the applicable building code.. Steel connectors such as those manufactured by Simpson Strong-Tie or USP Lumber Connectors shall be used to join rafters, trusses, joists, or beams to other members at flushframed conditions, U.N.O. Hangers called out on plans are Simpson hangers, if other hangers are substituted, they must have equal or greater load capacity than that published in the Simpson Catalog. The quantity, type, and size of fastener specified in the Simpson Catalog for each hanger must be installed in all round, obround, and triangle holes in order to achieve desired load capacity.. Floor sheathing shall be constructed with the 8'-0" dimension perpendicular to the joist span. End joints shall be staggered. ttach sheathing with P glue and at edges nail with 8d nails at " O.C. and at intermediate supports with 8d nails at " O.C. Sheathing shall be T & G.. Roof sheathing shall be constructed with the 8'-0" dimension of panel perpendicular to the joist, rafter or truss span. End joints shall be staggered. ttach sheathing at edges with 8d nails at " O.C. and at intermediate supports with 8d nails at " O.C.. Wall sheathing and interior shear walls shall be nailed at edges with 8d nails at " O.C. and at intermediate supports with 8d nails at " O.C. Sheath all exterior walls full height. Block sheathing edges and nail as noted above.. Member sizes noted on plans are minimum sizes. Contractor may use larger sizes if desired or requested by architect. 8. Interior load-bearing walls shall be x or x studs at " O.C. U.N.O. as shown on the plans. 9. ll exterior walls shall be x O.C. to a maximum height of ', x LSL studs to a maximum height of 8', unless otherwise noted. 0. Provide () x8 or () /" LVL over all door and window openings in bearing walls U.N.O. See Detail on S0 for insulation details.. Where header/beam supports are not shown minimum of () x or () x is required, depending on wall thickness. Where supports are shown but not labeled, minimum of () x or () x is required.. Provide solid blocking at supports for wood joists and rafters. Within floor joist spaces beneath solid or built-up columns noted on plans, provide an area of solid blocking equivalent to column above.. Except as noted otherwise, minimum nailing shall be provided as specified in the applicable building code.. ll wood attached to concrete or masonry shall be x Strandguard or pressure treated lumber, or protected with a suitable membrane. ("Membrane" refers to Grace Ice and Water Shield or equal) ttach sill plates with /"ø hooked anchor bolts (" minimum embedment) at 8" on center U.N.O. nchor bolts for ledgers called out on plans (" minimum embedment).. Bolts connecting wood framing or wood to steel shall be STM 0.. ll fasteners thru CQ treated material shall be double-dipped galvanized, stainless steel, or other corrosion resistant metal designed for contact with CQ.. Do not bevel beams or purlins unless approved by structural engineer. 8. Roof sections shown as overframed shall be framed with x " oc (min). The rafters shall be supported vertically down to the structural roof below at " oc in both directions. ll rafter ends and vertical supports shall rest on plates on top of roof sheathing below. 9. ll floor systems that terminate at exterior walls shall have /" Rimboard at the exterior of the wall. 0. Provide wind/seismic anchor at supports for all trusses and rafters. Resource reginc.com & 008 Wayback Dr..0. Permit Set 0-- Permit Resubmittal -0-. Minimum concrete protection (clear cover) for reinforcement shall be: Concrete cast against earth Concrete cast against forms /" Foundation Isometric Structural General Notes and Legend S00

2 Resource reginc.com " '-" 0'-" 0'-" '-" " TP: 89'-0 /" TF: 8'-0 /" S0 '-0" '- /" '- /" '- /" '- /" '-8 /" '-9" S0 Extent of rigid insulation '-" '- /" '-8 /" '-" S0 S0 S0 T.O.S. 89'-0 /" '-" S0 T.O.S. 89'-0 /" T.O.S. 89'-8 /" S0 " Concrete Slab '-0" '-" S0 S0 S0 '-" '-8 /" '- /" S0 T.O.S. 89'-0 /" S0 " Concrete Slab T.O.S. 89'-0 /" '-" '-0" S0 '-" '-" " Concrete Slab T.O.S. 89'-0 /" T.O.S. 89'-0 /" S0 T.O.S. 89'-8 /" S0 '- /" '- /" '- /" '- /" '-8 /" '-0" '-9" S0 00 & 008 Wayback Dr..0. Permit Set 0-- Permit Resubmittal -0- S0 " 8'-9" '-0" '-0" 8'-9" " Foundation Plan /" = '-0" ID Size Thickness Reinforcement Notes '-0"x'-0" 0" " oc Notes: 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

3 Resource reginc.com S0 S0 () " LVL stair stringers below, x0 [Dropped] T.O.D. 00'-0" () /8" LVL BED 00 /8" BCI " " ITS.0/.88, ITS./.88, x0 [Dropped] LUNDRY BTH 00 MECH 00 /8" drywall with /" # type S or N drywall screws, 8" OC edge spacing, " OC field spacing, STORGE 00 BTH 00 MECH 00 LUNDRY 00 STORGE " oc () x S0 x0 [Dropped] " ITS.0/.88, T.O.D. 00'-0" /8" BCI " BED 00 () /8" LVL x0 [Dropped] S0 () x () " LVL stair stringers below, 00 & 008 Wayback Dr. S0 () /8" LVL ENTRY 00 T.O.P. 00'-0" GRGE 00 /8" BCI " () x /8" BCI " T.O.P. 00'-0" GRGE 00 ITS./.88, ENTRY 00 () /8" LVL.0. S0 () #8 toe ea rafter x0 [Dropped] " PORCH 0 () /8" LVL Double ledger, cant. ledger max '-" LRU8Z " / " 8 S0 ()x8 () /" LVL ()x0 S0 S0 () x ()x0 () /" LVL ()x8 PORCH 0 " / " () /8" LVL LRU8Z 8 S0 " Double ledger, cant. ledger max '-" x0 [Dropped] S0 () #8 toe ea rafter Permit Set 0-- Permit Resubmittal -0- Upper Level Framing Plan /" = '-0" Notes: Headers not called out on plans are to be () x8 or () /" LVL. Insulate headers in exterior walls per /S0. 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 U.N.O. See architectural plans for party wall details. Trusses to stack on () x or () x column at all walls. ll plates to be DFL # or better. Upper Level Framing Plan S0

4 Resource reginc.com " DECK 0 " () /" LVL " / " " / " " / " LIVING ROOM 0 " / " DINING ROOM 0 KITCHEN 0 " / " () x Roof trusses by others DINING ROOM 0 " / " DECK 0 " " / " " / " () x LIVING ROOM 0 " / " () /" LVL " 00 & 008 Wayback Dr. " / " Roof trusses by others /8" drywall with /" # type S or N drywall screws, 8" OC edge spacing, " OC field spacing, BTH 0 " oc KITCHEN 0 BTH 0 Roof trusses by Others " / " " / ".0. BED XXX BED 0 " / " () x () x " / " " / " BED 0 " / " BED XXX Roof trusses by others S0 " S0 S0 x Struct Fascia, " Roof trusses by others Permit Set 0-- Permit Resubmittal -0- Roof Framing Plan /" = '-0" Notes: Headers not called out on plans are to be () x8 or () /" LVL. Insulate headers in exterior walls per /S0. 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 U.N.O. See architectural plans for party wall details. Trusses to stack on () x or () x column at all walls. ll plates to be DFL # or better. Roof Framing Plan S0

5 Finish Grade R- Insulation, see plan Exterior wall /" dia. anchor 8" O.C., min embed " () # cont PT Sill w/ sill sealer R- Insulation '-" " Reinforce slab w/ " EW or W./W. WWF CTD. Provide " deep control joints, locate per rch plans. 0" PT bottom plate Glue and nail w/ " S0 Wall or column above, see plan See rch. details " () #, cont. " O.C. " Resource reginc.com Natural undisturbed grade or structural fill () # cont Frost Protected Foundation /" = '-0" # " O.C. " " No insulation below thickened slab " oc EW Step in Thickened Party Wall /" = '-0" Finish Grade '-" " S0 Column see plan Simpson CPTZ Verts x full height w/ 0" O.C. (see table) " 8x8 or 0" dia. conc. pier " O.C. EW 00 & 008 Wayback Dr. Natural undisturbed grade or structural fill S0 " EW, () min. Frost Protected Foundation with Extra Bar /" = '-0" " Clear B. Pier below frost depth 0" Pier Size 8" dia. or 8x8 0" dia. or 0x0 " dia. or x Verts () # of () # () # of () # () # of () # Wall or column above S0 PT bottom plate Glue and nail w/ " 0" No insulation below thickened slab " oc EW PT bottom plate Wall or column above Glue and nail w/ " S0 0" Tie Options: #, #, #, 9 Ga. Wire, Pencilwire Note: Footings and slabs to bear on natural clay or shale bedrock. Existing fill soils must be removed, see soils report. ical Pier /" = '-0".0. Thickened Slab Detail /" = '-0" Permit Set 0-- Permit Resubmittal -0- () #, cont. " O.C. " " No insulation below thickened slab Step in Thickened Slab /" = '-0" " oc EW Foundation Details S0

6 Energy Efficient Framing Techniques Floor or Roof Resource reginc.com Two stud corner Top Plates x blocking for drywall Drywall " OC () " " oc Header Window Opening ical stud King stud x Walls x Studs Bottom Plates " (min) Rafters and hanger (see plan for size & spacing) Plan View " Break trimmer at sill plate Trimmer, see plan Note: This detail can also be used for interior partition walls Floor Sheathing Sill plate Iso View /" wall width, typ () member header, see plan Bottom Plates OR d " O.C., typ Rigid insulation in cavity Window Framing /" = '-0" Insulated Header /" = '-0" Const. adhesive btwn rigid and header () member header () " oc, stagger from side to side Structural roof below Corner Wall Framing " = '-0" x Ridge, x Rafter, x " OC, 8 ical Ledger /" = '-0" 00 & 008 Wayback Dr. Dbl top plates Wood beam, notch for top plates in wall () " TS x plates attached to plywood, typ ical Wall Framing stud Horizontal plate x column per plans w/ space for insulation if possible SIS sheathing Corner Condition Insulation Mid-Wall Condition Beam, see plan Ridge beam, see plan Rafter, see plan Column, see plan Dbl top plates () " TS ea side Flat x exterior face w/ insulation behind " Plan View () /"ø bolts Column, see plan " " Horiz. plate Beam, see plan ".0. OverFrame N.T.S. Beam Pocket " = '-0" Permit Set 0-- Permit Resubmittal -0- Structural column, see plan " () /"ø bolts Studs on layout Recommended Gable End Beam Pocket Gable End Beam Pocket " = '-0" Elevation View Timber Beam to Column " = '-0" Framing Details S0