Abbreviations. Balanced Glue Laminated Beam. Custom Fabricated Saddle Construction Joint (Cold Joint)

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1 General Notes A. PROJECT INFORMATION:. uilding Jurisdiction. uilding Code IRC 0. DESIGN INFORMATION:. Load Table: Load Type Dead Weight (psf) Superimposed Loads Snow Load (psf) Description Dead Load (psf) Live Load (psf) L Roof / Decks - L Main Level --. asic Wind Speed 90 MPH (Exposure C) 3. Seismic Design Cat 4. 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. C. FOUNDATION DESIGN:. Design of individual and continuous footings is based on an assumed maximum allowable bearing pressure of 000 lbs. per square foot (dead load plus full live load), placed on the natural undisturbed soil, or compacted structural fill, below frost depth which is 40".. Soils are presumed non-expansive, non-soluble, and not prone to excessive consolidation. Owner shall retain a soils engineer to inspect the open excavation to verify the structural engineer's assumed design loads. In absence of a soils investigation by a soils engineer, the owner shall assume responsibility of the design values used by the structural engineer. 3. If unusual soil conditions and types are revealed during excavation, contact Structural Engineer or retain a soils engineer. D. ACKFILLING:. 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. 3. Where walls are backfilled on both sides, backfill equally on each side of walls in lifts, or as required by soil report. Notes H. STRUCTURAL STEEL. Structural steel shall be detailed, fabricated and erected in accordance with latest provisions of the AISC Manual of Steel Construction and AISC Code of Standard Practice. Welders shall meet the requirements of the AWS Standard Qualification Procedure and comply with AWS D. Structural Welding Code.. All W shapes shall conform to ASTM A99, tube columns Shall conform to ASTM A00 (Gr. ), pipe shapes shall conform to ASTM A3 (Gr. ) and all other sections and or plate material shall conform to ASTM A3. 3. olts connecting structural steel shall conform to ASTM A3F. olt size shall be 3/4"ø U.N.O. Installation shall be in accordance with AISC Specification for Structural Joints Using ASTM A3 or A490 olts, 98. olts connecting structural steel to wood shall be A All welds shall be made with E70XX electrodes.. Provide shop applied paint in accordance with the Steel Structures Painting Council specifications as for all exterior members, architecturally exposed members, any members exposed to weather for an excessive period of time during construction, and where indicated on construction documents. Omit shop paint on surfaces to be welded, surfaces to receive welded stud, and contact surfaces of bolted connections. Provide field primer paint for painted members at welds, bolted connections, and areas of abraded shop paint.. All column base plates shall have /" minimum grout to provide continuous bearing. I. STRUCTURAL WOOD FRAMING:. Material Specifications (U.N.O. on plans, See additional notes below) Member Material Studs Hem-Fir, Stud Grade Rafters, Joists, Ledgers, eams DFL # Plates Spruce-Pine-Fir, # or tr Plates attached to concrete or masonry "Strandguard" or PT Hem-Fir # or tr Solid Timber (beams and posts, greater DFL # or tr than x) Floor Sheathing 3/4" APA rated 4" O.C. Stud-I-Floor T&G Roof Sheathing / APA rated 40/0 Exposure I Wall Sheathing /" APA rated 4/0 Exposure I Engineered Lumber LVL Laminated Veneer Lumber.9E min PSL Parallam.8E TSL/LSL Timberstrand LSL.3E studs/.e beams TJI/LP/CI Engineered Floor I-Joist Abbreviations GL tr CFS CJ CTD DFL EW HAS HF HSS GL OC PAF PT RS Sim SJI SS SSH T& TD TS Typ UNO alanced Glue Laminated eam etter Custom Fabricated Saddle Construction Joint (Cold Joint) Centered Douglas Fir Larch Each Way Headed Anchor Stud Hem-Fir Hollow Structural Steel (Tube Steel) Glue Laminated eam On Center Powder Actuated Fastener Pressure Treated Rough Sawn Similar Steel Joist Institute Select Structural Short Slotted Holes Top and ottom To e Determined Timberscrew /4"ø UNO Typical (use at all similar locations UNO) Unless Noted Otherwise Drawing Index S00 S0 S0 S03 Structural General Notes and Legend Foundation Plan Main Level Floor Framing Plan Roof Framing Plan Foundation Details Framing Details Legend TW XXX'-XX" TF XXX'-XX" L Top of wall elevation Top of footing elevation (x) xxx (x) xxx-xt (x) xxx Outline of footing Outline of wall ottom 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 ) Overframing Resource reginc.com E. REINFORCED CONCRETE:. All concrete design is based on the uilding Code Requirements for Reinforced Concrete (ACI 38-08).. All structural concrete shall have a minimum 8-day compressive strength of 3,000 psi and shall be sulfate resistant. 3. Provide continuous shear keys at vertical cold joints and where shown on drawings. (dowels at vertical/ cold or construction joint). 4. 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 /4 of the slab depth, u.n.o. F. GROUT & ANCHOR OLTS:. All grout beneath column base plates or steel beams at bearing shall be Dayton Superior "Turbo Grout LT" or approved equal.. All anchor bolts shall be /"ø with minimum of 7" embedment spaced at a max of 48 O.C. and within of wall ends and corners (U.N.O.). Anchor bolts located in sill plates on exterior walls and in shears walls shall be A307 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. All anchor bolts thru ACQ treated material shall be double-dipped galvanized, stainless steel or other corrosion resistant metal designed for contact with ACQ. G. REINFORCING STEEL:. All detailing, fabrication, and placement of reinforcing steel shall be in accordance with the ACI Manual of Concrete Practice.. Except where otherwise noted on the drawings, reinforcing bars shall conform to ASTM Specification A and shall be minimum Grade Welded wire fabric shall conform to ASTM Specification A For splices in concrete see table below. At corners, make horizontal bars continuous or provide corner bars. Around 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 #4 4 0 # 8. Minimum concrete protection (clear cover) for reinforcement shall be: Concrete cast against earth 3 Concrete cast against forms /. All 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. 3. 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 flush-framed 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. 4. Floor sheathing shall be constructed with the 8'-0" dimension perpendicular to the joist span. End joints shall be staggered. Attach sheathing with APA 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. Attach sheathing at edges with 8d nails at " O.C. and at intermediate supports with 8d nails at " O.C.. Wall sheathing 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. lock sheathing edges and nail as noted above. 7. 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 x4 or x studs at 4" O.C. as shown on the plans. 9. All exterior walls shall be x 4 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 for insulation details.. Where header/beam supports are not shown minimum of () x4 or () x is required, depending on wall thickness. Where supports are shown but not labeled, minimum of () x4 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. 3. Except as noted otherwise, minimum nailing shall be provided as specified in the applicable building code. 4. All 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) Attach sill plates with /"ø hooked anchor bolts (7" minimum embedment) at 4 on center U.N.O. Anchor bolts for ledgers called out on plans (4" minimum embedment).. olts connecting wood framing or wood to steel shall be ASTM A307.. All fasteners thru ACQ treated material shall be double-dipped galvanized, stainless steel, or other corrosion resistant metal designed for contact with ACQ. 7. Do not bevel beams or purlins unless approved by structural engineer. 8. Roof sections shown as overframed shall be framed with x 4" oc (min). The rafters shall be supported vertically down to the structural roof below at 4" oc in both directions. All rafter ends and vertical supports shall rest on plates on top of roof sheathing below. 9. All floor systems that terminate at exterior walls shall have /4" Rimboard at the exterior of the wall. 0. Provide wind/seismic anchor at supports for all trusses and rafters. Location Elevation earing Wall Steel beam, shown actual width 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 eam pocket in concrete wall Elevation call out uilding 9 Engineered y Reviewed y 97 rian uchanan, PE Coordination Set Permit Set --7 Isometric view is for reference only. See S0 for plans. Foundation Isometric Structural General Notes and Legend S00

2 Resource reginc.com " 7'-9" 3" 0'-" 3" 9" 0'-0" 3" 7'-9" 3" TP: 89'-0 /4" P: 8'- /4" TP: 89'-0 /4" P: 8'- /4" 3'-0" 0'-0" '-0" 3'-9" 3" 3'-8 /" 0" TP: 89'-0" P: 8'- 7 TW: 89'-0" TF: 8'-0" TW: 9'-0" TF: 8'-0" TF: 88'-" " Typ Sim. TP: 89'-0" P: 8'- TW: 89'-" TF: 8'-0" TW: 89'-0" TF: 8'-0" A C A TW: 87'-" TF: 8'-0" T.O.S. 88'-0" See arch plans for floor drains and slope T.O.S. 89'-0" A TP: 89'-0 /4" '-0" Typ P: 8'- /4" 3 '-0" Typ TW: 90'-4 /4" TW: 90'-4 /4" TF: 8'-0" A TW: 87'- /4" T.O.S. 88'-0 /4" See arch plans for floor drains and slope A T.O.S. 89'-0 /4" '-3 /" 8'- /" '-3" '-3" 7'-7 /" '-9 /" Varies 9'-9" 0'-0" '-0" 4'-0" " Typ TF: 88'-" 4'-0" '-3" TF: 89'-4 /4" " 0'- /" 4'-0" 9'-9" 0'-0" Varies A TW: 90'-4 /4" C TP: 89'-0 /4" P: 8'- /4" A TW: 89'-0 /4" " Typ Sim. TW: 89'-0 /4" 4 TW: 9'-0" TW: 9'-0" TF: 89'-4 /4" 4'-0" 3'-0" 0'-0" '-0" 3'-9" 3'- /" uilding 9 Engineered y Reviewed y 97 rian uchanan, PE Coordination Set Permit Set --7 '-0" 7'-0" 7'-0" '-0" Footing Schedule ID Size Thickness Reinforcement Notes Wall Footing - " x 0" A '-0"x'-0" 0" " oc '-"x'-" 0" " oc C 3'-0"x3'-0" 0" " oc Foundation Plan /4" = '-0" Notes: 3 Place bottom all footings at a minimum of 40" 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 x4 or x 0 0 8x4 or x 0 " oc 3x0 x8 (3) x ITS.8/.88 W (3) 4" LVL stair stringers below, Typ 9 Pack out with 7/ LVL to edge of plywood 4" oc HUSC4 (3) 7/ LVL 7/ LVL 3x0 LS90, ea side () 7/ LVL ITS3./.88 " oc (3)" LVL 7/ TJI " oc W0X[98'-0"] 7/ TJI " oc T.O.P. 00'-0" ITS.0/.88, Typ / drywall with -/4" # OC edge spacing, " 8 Typ at interior walls this level A 7/ " oc W (3) x4 () x4 7/ " oc (3) x4 8 ITS.0/.88, Typ / drywall with -/4" # OC edge spacing, " (3)" LVL W0X[98'-0"] 7/ TJI " oc A 7/ TJI " oc (3) x () 7/ LVL ITS3./.88 () 7/ LVL (3) x LS90, ea side () 7/ LVL () 7/ LVL 4" oc x8 ITS.8/.88 HUSC4 9 Pack out with 7/ LVL to edge of plywood (3) 4" LVL stair stringers below, Typ Frame landing w/ " oc uilding 9 Engineered y Reviewed y 97 rian uchanan, PE Frame landing w/ " oc () 7/ LVL (3) x 7/ TJI " oc 7/ TJI " oc (3) x4 (3) x4 (3) 7/ LVL ITS.0/.88, Typ (3) x4 (3) x4 (3) 7/ LVL ITS.0/.88, Typ 7/ TJI " oc Coordination Set Permit Set --7 7/ TJI " oc Wall Type Schedule ID W W W3 W4 W W Wall Type " oc " oc 4" oc " oc " oc 4" oc Main Level Floor Framing Notes: /4" = '-0" 3 4 Headers not called out on plans are to be () x8 or () /" LVL. Insulate headers in exterior walls per 4/. All columns not called out or shown on plans are to be () x or () x4, matching wall thickness. Layout of repetitive members is conceptual only U.N.O. See architectural plans for party wall details. Trusses to stack on () x4 or x column at all walls. Main Level Floor Framing Plan S0

4 Resource reginc.com x8 Struct Fascia 4" Ladder Framing ()x0 or ()7 /4" LVL x8 Struct Fascia /" Typ at exterior walls this level W x8 Struct Fascia 4" Ladder Framing /" /" (4) x (3) x 4" Ladder Framing ()x0 or ()7 /4" LVL Typ at interior walls this level Roof Trusses by Others "/" / drywall with -/4" # OC edge spacing, " x8 Ledger W3 () x4 "/" / drywall with -/4" # OC edge spacing, " Roof Trusses by Others (3) x (4) x4 Roof Trusses by Others /" /" 4" Ladder Framing x8 Struct Fascia uilding 9 Engineered y Reviewed y 97 rian uchanan, PE 4"/" "/" "/" 4"/" ()7 /4" LVL Coordination Set Permit Set --7 ()7 /4" LVL,4 x8 Ledger 4" Ladder Framing 4"/" x8 Struct Fascia x8 Struct Fascia 4" Ladder Framing x8 Struct Fascia Wall Type Schedule ID Wall Type W " oc W " oc W3 4" oc W4 " oc W " oc W 4" oc Roof Framing /4" = '-0" Notes: 3 4 Headers not called out on plans are to be () x8 or () /" LVL. Insulate headers in exterior walls per 4/. All columns not called out or shown on plans are to be () x or () x4, matching wall thickness. Layout of repetitive members is conceptual only U.N.O. See architectural plans for party wall details. Trusses to stack on () x4 or x column at all walls. Roof Framing Plan S03

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