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Home My WebLink AboutFile Documents.COACH RD.0079.2018 (41).ARBKDATE: 03/30/18 REVISIONS: PROJECT #: 18.003C DRAWN BY: N.C./S.E. CHECKED BY: S.E. STRUCTURAL DESIGN www.evolvestruct.com 1040 Main Street Carbondale, CO 81623 (970) 510-0773 | | BAR X RESIDENCE110 + 112 COACH ROADASPEN, COLORADO 8161102/28/18 ACC FINAL SITE PLAN REVIEW 03/30/18 PERMIT S0.001 GENERAL STRUCTURAL NOTES STRUCTURAL GENERAL NOTES FASTENER AT NEAR FACE FASTENER AT FAR FACE(3-PLY & 4-PLY ONLY) PLY TO PLY CONNECTION 3-PLY2-PLY 2 ROWS 10d NAILS @ 12"o.c.ONE FACE EA FACE PLY TO PLY CONNECTION 3-PLY2-PLY 2 ROWS 12d NAILS @ 12"o.c.ONE FACE EA FACE 2"12"/24"o.c.2"PLY TO PLY CONNECTION 3-PLY2-PLY 3 ROWS 16d NAILS @ 12"o.c.ONE FACE EA FACE 4-PLY EA FACE2 ROWS 1/4"x6" SDS SCREWS @ 24"o.c. 4-PLY 3 ROWS 1/4"x6" SDS SCREWS @ 24"o.c.EA FACE FOR COLUMNS OVER 3-PLY, ATTACH EACH ADDITIONAL PLY w/ (2) ROWS OF 10d NAILS @ 12"o.c. SAWN LUMBER (2" NOM. THICKNESS) CONNECTION SCHEDULE LVL 1 3/4" THICK, MEMBER WIDTH < 14" CONNECTION SCHEDULE LVL 1 3/4" THICK, MEMBER WIDTH > = 14" CONNECTION SCHEDULE 2-PLY MEMBER 3-PLY MEMBER 4-PLY MEMBER ELEVATION TYP MULTIPLE PLY BEAMS & COLUMNS SCALE:N.T.S. 3 1.FLOOR SHEATHING SHALL BE AS FOLLOWS: WOOD STRUCTURAL PANELS CERTIFIED BY THE APA FOR USE AS FLOOR SHEATHING, RATED STURD-I FLOOR, 24" o.c,23/32" THICK, T & G OR 11/8" WARMBOARD-S. FLOOR SHEATHING SHALL BE GLUED AND FASTENED TO FLOOR JOISTS & BEAMS USING ADHESIVES CONFORMING TO APA SPECIFICATION AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS. REMOVE WATER, DUST AND DEBRIS FROM JOISTS. APPLY GLUE TO JOISTS & BEAMS AND COMPLETE ALL FASTENING BEFORE GLUE SETS. FLOOR SHEATHING USED AT EXTERIOR DECKS SHALL BE LABELED "EXTERIOR" OR "EXPOSURE 1". 2.ROOF SHEATHING SHALL BE AS FOLLOWS: WOOD STRUCTURAL PANELS CERTIFIED BY THE APA FOR USE AS ROOF SHEATHING, LABELED "EXTERIOR" OR "EXPOSURE 1", RATED SHEATHING, 40/20, 5/8" THICK 3.FLOOR AND ROOF SHEATHING LAYOUT:3-SPAN CONTINUOUS - MIN, PERP TO FRAMING MEMBERS FRAMING MEMBERS TYP FLOOR & ROOF SHEATHING SCALE: NTS 1 2'-0" MIN LAP - U.N.O. TYP DBL TOP PL CONN's SHEATHING NAILING SHEATHING APPLICATION FASTENERS NAIL SPACING COMMENTS@ INTERMEDIATE SUPPORTS @ PANEL EDGES WOOD FLOOR 8d COMMON (0.131 Ø)12"6"GLUED (SEE NOTE 1) WOOD ROOF 8d COMMON (0.131 Ø)12"6"- TYPE SPECIES GRADE Fb (MIN) Existing 2x structural Joists, Rafters & Headers Doug Fir No. 2 1250 psi 2x Structural Joists, Rafters & Headers Douglas Fir-Larch No. 2 900 psi 2x Studs, Posts & Plates Douglas Fir-Larch No. 2 900 psi Versa-Stud 1.7E 2,400 psi Plates Douglas Fir-Larch No. 2 900 psi LSL 1.3E 1,700 psi Stringers, Beams & Posts (4x)Douglas Fir-Larch No. 1 1,000 psi Stringers, beams (6x & greater)Douglas Fir-Larch No. 1 1,350 psi Posts (6x & greater)Douglas Fir-Larch No. 1 1,200 psi SPECIAL INSPECTION 1. The owner shall employ a special inspector per IBC Chapter 17.The special inspector shall submit a copy of all his reports to the Owner,Architect,Structural Engineer and the Building Department.When the work is completed,the special inspector shall submit a final signed report stating whether the work was,to the best of his knowledge,in conformance with the approved set of plans and specifications and the applicable workmanship provisions of the building code.The structural engineer of record will make visits to the site to observe general compliance with the approved structural plans,specifications and change orders.The contractor shall coordinate with the special inspector in order to ensure that the special inspection as indicated below can be performed with minimal impact to the project schedule. 2. Special inspection is required for the following types of work.Refer to Chapter 17 of the 2015 IBC for additional testing and specific requirements. 2.1. All cast-in-place concrete work &reinforcing placement,except nonstructural concrete (periodic). 2.2. All masonry construction (periodic per IBC 1705.4). 2.3. All bolts and embeds in concrete (continuous if wet stabbed,periodic if tied). 2.4. All shop and field welding (periodic). 2.5. All high-strength bolted connections (periodic). ATTACH ALL KING & TRIM STUD PLIES PER TYP MULTIPLE PLY BM & COL DETAIL ATTACH ALL HEADER PLIES PER TYP MULTIPLE PLY BM & COL DETAIL 2 SCALE:3/4" = 1'-0" A.F.F.______ABOVE FINISH FLOOR ABV_______ABOVE ADD'L______ADDITIONALADJ________ADJUSTABLEALT________ALTERNATEA.C.I._______AMERICAN CONCRETE INSTITUTEA.P.A.______AMERICAN PLYWOOD ASSOC.AB_________ANCHOR BOLTARCH______ARCHITECT(URAL) BM_________BEAM BLW_______BELOW BRG_______BEARING BTWN______BETWEENBLKG______BLOCKINGB or BOT____BOTTOMB.O.________BOTTOM OFB.O.W._____BOTTOM OF WALLBWP_______BRACED WALL PANELBLDG______BUILDING CANT'D_____CANTILEVERED C.I.P._______CAST-IN-PLACE CLR________CLEAR CNTRD_____CENTERED CL_________CENTERLINECW________CLOCKWISECOL_______COLUMNC.J.P.______COMPLETE JOINT PENETRATIONCONC______CONCRETEC.M.U.______CONCRETE MASONRY UNITCONN______CONNECTION CONST_____CONSTRUCTION CONT______CONTINUOUS CONTR_____CONTRACTOR C.J. _______CONTROL JOINT CCW_______COUNTER-CLOCKWISEDIAG_______DIAGONALDL_________DEAD LOADDEFL_______DEFLECTIOND.B.A.______DEFORMED BAR ANCHORD.W.F.______DEFORMED WIRE FABRICE.F.________EACH FACEE.N.________EDGE NAILING EL_________ELEVATION ELEV_______ELEVATOR EMBED_____EMBEDMENTEQ_________EQUAL EQUIV______EQUIVALENTEXISTG/(E)__EXISTINGEXP________EXPANSIONEXT________EXTERIORF.D.________FLOOR DRAIN FLG________FLANGE FTG________FOOTING FDN________FOUNDATION GA_________GAUGE/GAGE GALV______GALVANIZED, HOT DIP G.C._______GENERAL CONTRACTORGL_________GLUE-LAMINATED MEMBERG.B.________GRADE BEAMHGR_______HANGERH.A.S.______HEADED ANCHOR STUDHDR_______HEADERHT_________HEIGHT HSS________HOLLOW STRUCTURAL STEEL HK_________HOOK HORIZ______HORIZONTAL I.F._________INSIDE FACEINT________INTERIORIBC________INTN'L BUILDING CODEIRC________INTN'L RESIDENTIAL CODEISO________ISOLATIONJT_________JOINTJST________JOISTK__________KING KSI________KIPS PER SQUARE INCH LVL________ LT_________LIGHT LL_________LIVE LOADLOC________LOCATIONLLH________LONG LEG HORIZONTALLLV________LONG LEG VERTICALMFR_______MANUFACTURERM.O._______MASONRY OPENINGMAT'L______MATERIALMAX_______MAXIMUM MECH______MECHANICAL MTL________METAL MISC_______MISCELLANEOUSMIN________MINIMUM M.F.MOMENT FRAMEN.S.________NOT SHOWNNTS________NOT TO SCALEo.c.________ON-CENTEROPNG______OPENING O.H._______OPPOSITE HAND OSB_______ORIENTED STRAND BOARD O.F.________OUTSIDE FACE PLL________PARALLEL PSL________PARALLEL STRAND LUMBERPEN________PENETRATIONPERP______PERPENDICULARPLCS_______PLACESPL_________PLATEPLWD______PLYWOODPLF________POUNDS PER LINEAR FOOT PSF________POUNDS PER SQUARE FOOT P.A.F.______ P.C.________PER CAST P.E.________PRE-ENGINEERED P.T.________PRESSURE TREATEDR__________RADIUSRE:________REFER TOREINF______REINFORCING/MENTREQ'D______REQUIREDR.D.________ROOF DRAINR.S.________ROUGH SAWN SCHED_____SCHEDULE SHTG______SHEATHING SHT________SHEET SIM________SIMILARS.O.G.______SLAB ON GRADESP_________SPACE (ING) SPECS_____SPECIFICATIONSSTAG______STAGGEREDS.S.________STAINLESS STEELSTD________STANDARD STL________STEEL STRUCT____STRUCTURAL S.E.O.R.____STRUCTURAL ENGINEER OF RECORD SYM_______SYMMETRICAL T&B________TOP AND BOTTOMT.O.________TOP OFT.O.M.______TOP OF MASONRYT.O.S.______TOP OF STEELT.O.W._____TOP OF WALLT.P.________TOP PLATET&G_______TONGUE AND GOOVET__________TRIMMER TS_________TUBE STEEL COLUMN TYP________TYPICAL U.B.C.______UNIFORM BUILDING CODE U.N.O.______UNLESS NOTED OTHERWISEV.I.F._______VERIFY IN FIELDVERT______VERTICALWT________WEIGHTWWF_______WELDED WIRE FABRICw/_________WITHWD________WOODW.P._______WORK POINT ABBREVIATIONS TYPICAL FRAMING CONNECTION SCHEDULE (MINIMUM U.N.O.)1, 2 NAILING TYPE Joists or Rafters to T.O. Double Top Plate, Sill Plate or Beam (3) 10d Toenail Rim Joist or Structural Fascia to Joists, Rafters (2) 16d, (1) T&B End Nail Sole Plate to Sill Plate (3) 10d @ 16"o.c.Face Nail Sole Plate to Joist, Rim Joist, Beam or Blkg - Typ (2) 16d @ 16"o.c.Face Nail Sole Plate to Joist, Rim Joist, Beam or Blkg at BWP (3) 16d @ 16"o.c.Face Nail Double Studs, Built-up Corner Studs, Trim Studs to King Studs1 Per Typ Detail Rim Joist to Top Plate 8d @ 6"o.c.Toenail Blkg Btwn Rafters & Joists to Top Plate, Sill Plate or Beam 8d @ 6"o.c. (3) min per block Toenail 2x Decking to Joists (2) 10d each joist Face Nail 1. Refer to Typical Multiple Ply Beams & Columns Detail for additional information. 2. Refer to Typical Framed Wall Detail for additional information. TYP WALL FRAMING DETAIL DBL 2x TOP PL TYP U.N.O. (2) 10d @ CORNER & INTERSECTION LAPS 10d COMMON @ 24"o.c. (2) 10d ADD'L (8) 10d COMMON MIN BTWN SPLICES A35 OR LS50 CLIP @ KING STUD TO TOP & BOT PL's @ WALL OPNG WIDTH > 3'-6" & (2) A35 OR LS50's @ WIDTH > 7'-0" - TYP U.N.O. 2x SILL PL - USE (2) 2x PL's w/ A35 EA END @ EXT WALL OPNG 8'-0" & GREATER - TYP (1) 2x6 TRIM STUD MIN,TYP U.N.O. PER PLAN (2) 2x6 HDR MIN, TYPU.N.O. PER PLAN (2) 16d COMMON, END NAIL OR (4) 8d COMMON TOENAIL, EA STUD - TYP BOT/SILL PL - SEE PLAN NOTES OR SPECIFIC DETAILS FOR ANCHOR BOLT SIZE & SPACING 2x6 STUDS @ 16"o.c. PER PLAN & DETAILS - U.N.O 2x SOLID BLKG REQ'D AT CEILING LINES & AT ALL EDGES OF EXT WALL SHTG (1) 2x6 KING STUD MIN, TYP U.N.O. PER PLAN (4) 16d COMMON (2) 16d COMMON, END NAIL, TOP PL TO EACH STUD - TYP 57 BAR Ø (24" MIN)57 BAR Ø(24" MIN)57 BAR Ø (24" MIN) CORNER INTERSECTION & END OF WALL ALTERNATE CORNER 57 BAR Ø (24" MIN) CORNER BAR AT EA HORIZ BAR - TYP LAP HORIZ BARS EA SIDE OF CORNER - TYP (1) #5 VERT AT END OF WALL OR CORNER - TYP57 BAR Ø(24" MIN) TYP REINF AT CONC WALLS SCALE: NTS 512 D'D'R R R = 4D FOR #3 THRU #8 BARS R = 5D FOR #9 THRU #11 BARS R = 6D FOR # 14 AND #18 BARS 90° HOOK 180° HOOK R R 4D OFFSET 57 BAR Ø FOR CONC 64 BAR Ø FOR MASONRY TIED BARS MIN 1.5D OR 1" MAX 1/5 LAP LENGTH OR 6" LAP SPLICE 21/2" MIN TYP REINF DETAILS SCALE: NTS 4 MINIMUM CONCRETE COVER FOR REINFORCEMENT1 CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" CONCRETE EXPOSED TO EARTH OR WEATHER No. 6 thru No. 18 bars 2" No. 5 bar, W31 or D31 wire, and smaller 11/2" CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND Slabs, Walls, Joists:No. 14 and No. 18 bars 11/2" No. 11 bar and smaller 3/4" Beams, Columns:Primary reinforcement, ties, stirrups, spirals 11/2 1.Minimum concrete cover specified or for cast-in-place, nonprestressed concrete STRUCTURAL GENERAL NOTES S0.001 S0.001 S0.001 S0.001 S0.001 FOUNDATIONS 1. Concrete foundations are designed based on the following soil parameters as reported in a Subsoil Study for Foundation Design report prepared by H-P Kumar for the proposed residence at Lot 7 Double Bar X Ranch, Aspen, Colorado, Job No. 109-110A, dated May 22, 2009. Allowable bearing pressure = 3,000 psf Lateral At-Rest Earth Pressure = 45pcf (On-site granular soils) Lateral Active Earth Pressure = 40 pcf (On-site granular soils) Lateral Passive Earth Pressure = 400 pcf (Ultimate) Coefficient of Friction for Footing = 0.50 (Ultimate) Frost Depth = 42" min 2. Soils conditions and types, at the proposed foundation bearing elevations, shall be verified as adequate for the noted soil values, by a representative of a qualified Geotechnical Engineer (employed by Owner) during excavation. 3. Proper surface and below grade perimeter drainage shall be intalled per Civil & Geotechnical Engieers to relieve foundations from hydrostatic pressures. 4. It is the responsibility of the Contractor to review the Geotechnical Engineer's recommendations and notify the Architect and/or S.E.O.R. if any changes to the design are required prior to start of construction. DESIGN LOADS 1. ROOF LOADS Dead Loads.......................................20psf Live Loads..........................................75psf* 2. FLOOR LOADS Dead Loads........................................50psf Live Loads...........................................40psf 3. DECK LOADS Dead Loads.........................................50psf Live Loads............................................40psf Snow Loads.........................................75psf* 4. LATERAL LOADS Seismic Design Category......................C Basic Wind Speed.................................90mph Exposure Category................................B Importance Factor..................................1 *No duration of load increase was used in design REINFORCED CONCRETE 1. All concrete design is based on the "Building Code Requirements for Reinforced Concrete", ACI 318, latest edition, associated Commentary (ACI 318R), and IRC/IBC Requirements. 2. All structural concrete shall be in accordance with ASTM C39. Minimum compressive strengths noted are required at 28 days, typical unless noted otherwise. 2.1. For structural concrete in buildings of occupancy categories R-2 & R-3: Minimum compressive strength = 3000 psi. Exterior & garage slab minimum compressive strength = 3,500 psi & air entrained 5-7%. 2.2. Structural concrete for all other structures: Minimum compressive strength = 3,500 psi & maximum w/cm ratio of 0.50. Exposed to freeze-thaw cycles minimum compressive strength = 4500 psi & maximum w/cm ratio of 0.45. Exposed to deicing chemicals = 5000 psi & maximum w/cm ratio of 0.40. 2.3. Stained or polished floor slabs: Minimum compressive strength = 4000 psi with low pozzolanic material ratios. 3. All concrete shall be consolidated using mechanical vibrators. 4. All concrete work shall conform to the requirements of the IBC and ACI Standard 318, latest edition, of the American Concrete Institute (ACI), unless shown or noted otherwise on these drawings. 5. Aggregate shall conform to ASTM C33. 6. Cement shall be ASTM C150, Type I or Type II modified. 7. Concrete shall be placed in accordance with ASTM C94 and ACI Standard 304. 8. All embedded items shall be placed accurately and secured prior to beginning concrete placement. 9. Construction joints shall be located so as not to impair the strength of the structure. Construction joints shall comply with ACI 318, unless noted otherwise. 10. Concrete mix designs shall be submitted to the Architect & S.E.O.R. for approval prior to placement of any concrete. 11. Reinforcement and embedded items shall be free of excessive scale, rust, dirt, grease, & all or any other substance that will impair bond with concrete. REINFORCING STEEL 1. All detailing, fabrication, and placement of reinforcing steel shall be in accordance with the ACI Manual of Concrete Practice. 2. Except where otherwise noted on the Drawings, reinforcing bars shall conform to ASTM Specification A615 and shall be Grade 60. Ties and field-bent bars as noted on plan shall be Grade 40. All reinforcing bars to be welded shall conform to ASTM A706. 3. Welded wire fabric reinforcement shall conform to ASTM A185 and shall be sheet-type; roll-type is not acceptable. 4. Coverage for reinforcing bars shall be in accordance with the requirements of the IBC, the ACI Standard 318 and in the Table below, unless shown otherwise on the Drawings. 5. Lap splices for reinforcing bars shall be 57 bar diameters (24" minimum) for concrete reinforcement and 72 bar diameters (36" minimum) for masonry reinforcement unless shown otherwise on the Drawings. Wire bars together at laps or splices. Stagger laps in adjacent horizontal bars a minimum of the required splice length. Hooks shall be ACI standard hooks unless shown otherwise. Welded wire fabric shall be spliced by lapping a minimum of 12 inches, or (2) cross wires, whichever is greater. STRUCTURAL STEEL 1. All detailing, fabrication, and erection of structural and miscellaneous steel shall be in accordance with the requirements of the American Institute of Steel Construction (AISC) Code of Standard Practice, latest edition, and the American Welding Society (AWS) Specifications. 2. All structural steel rolled shapes, except angles and plates, shall conform to ASTM A992, 50 ksi. 3. Angles, channels & plates shall conform to ASTM A36, 36 ksi, unless otherwise noted on the Drawings. 4. Pipes shall conform to ASTM A53, Grade B, 35 ksi. 5. Tube shapes (HSS) shall conform to ASTM A500, Grade B, rectangular shapes = 46 ksi & round shapes = 42 ksi. 6. All bolts for steel-to-steel connections shall conform to ASTM A325, unless otherwise noted on the Drawings. 7. All anchor bolts shall conform to ASTM F1554 Gr. 36, unless otherwise noted on the Drawings. 8. All shear studs shall conform to ASTM A108 & shall be welded to steel beams for full shear capacity. 9. All welding shall be in accordance with the requirements of the IBC and the Structural Welding Code, AWS D1, latest edition, by the American Welding Society. Shop welding shall be performed in shops approved by the Building Official, per IBC Section 1704.2.5. Welding shall be done using E70XX electrodes, unless noted otherwise on the Drawings. 10. Expansion bolts and epoxy anchors called for on the Drawings shall be Hilti or approved equivalent, with embedment as shown on the Drawings. Expansion bolts shall be Hilti Kwik Bolt 3 & Epoxy shall be Hilti HIT-HY 200 or approved equivalent, unless otherwise noted on the Drawings. 11. Powder actuated fasteners shall be Hilti XU or approved equivalent, with full penetration into steel members, unless otherwise noted on the Drawings. 12. Steel, including bolts & anchors, in contact with earth, or as otherwise noted on the Drawings, shall be hot dip galvanized or prime painted. Do not paint within 3" of field welds until welds are completed. GROUT & ADHESIVE 1. All grout beneath column base plates, or steel beams at bearing shall be non-metallic, non-shrink high strength grout by "Five Star, "Embeco", or approved equal installed to manufacturer's specifications. 2. All structural construction adhesive specified shall be Loctite PL Premium Fast Grab or approved equal & shall be installed to manufacturer's specifications. GENERAL 1. All construction shall conform to the 2015 edition of theInternational Building Code (IBC), and the City of Aspen amendments. 2. Details not specifically shown on these drawings shall be similar to details for like construction as shown on these drawings. 3. The Contractor shall verify all dimensions and conditions at the job site, and shall report any discrepancies to the Architect and Structural Engineer of Record (S.E.O.R.) before proceeding with work. 4. Refer to Architectural drawings for dimensions and other information not specifically shown on Structural Drawings. Dimensions shown are approximate and are provided as an aid in interpreting the drawings and must be verified with the Architectural drawings. In the event of conflict, dimensions shown on the Architectural drawings shall govern. Notify the S.E.O.R. of any discrepancies prior to constructing the impacted portions of the work. Scaled dimensions shall not be used. 5. No structural members shall be cut, notched or otherwise penetrated unless specifically approved by the S.E.O.R. in advance or as shown on these drawings. 6. Provide openings, curbs, framing, supports and attachments for items as indicated on Architectural, Mechanical, Electrical or other drawings included in the Construction Documents. 7. Where these General Notes and typical details are in conflict with the Specifications, these Notes and Details shall govern. WOOD AND TIMBER FRAMING 1. All wood and heavy timber construction shall conform to the American Institute of Timber Construction (AITC) and National Design Specification (NDS) Standards, latest edition. 2. Structural framing lumber shall be at a minimum, as noted below, unless noted otherwise, and shall have a maximum moisture content of 19% at time of delivery. 3. Provide solid blocking at supports between joists and rafters. Within floor joist spaces beneath solid or built-up posts, provide solid blocking with area same as post above. 4. All plywood shown on these drawings shall be minimum C-D grade with exterior glue in accordance with DOC PS 1 and comply with IBC section 2304. 5. Sill plates shall be of naturally durable wood, or Zinc Borate treated LSL or Douglas Fir-Larch per IBC Section 2304.12 with Fc perp = 625 psi, minimum and shall be protected for dry use. 6. All wood framing shall be preservative pressure treated when in contact with concrete or masonry foundation or exposed to exterior conditions. All fasteners used to connect pressure-treated wood shall be hot-dipped galvanized (HDG) or stainless steel. 7. Except as noted otherwise, provide minimum nailing as specified in IBC Table 2304.10.1. Structural nailing shall be with common nails, unless otherwise noted on the Drawings. Nails exposed to weather shall be galvanized. Nails used to connect preservative treated wood shall be hot dipped galvanized (HDG) or stainless steel. 8. Metal timber connectors shall be Simpson Strong-Tie or equivalent. Hardware specified is for specific member size & manufacturer as show on the structural drawings. Hanger slope, skew & top flange shall be designated by the contractor as required. Simpson connectors for preservative treated wood or connectors in contact with concrete shall be ZMAX or HDG, or as otherwise recommended by specific connector supplier. Install all connectors in accordance with manufacturer's instructions for maximum rated loads. 9. Bolts used as timber-to-steel or timber-to-timber connectors shall be ASTM A307 unless noted otherwise on the Drawings. Bolts shall be installed in accordance with the requirements of the latest edition of the National Design Specification for Wood Construction (NDS) by the National Forest Products Assoc. Bolts used to connect pressure-treated wood shall be HDG or stainless steel. 10. Lag screws shall be ASTM A307. Holes for lag screws shall be bored the same depth and diameter as the bolt shank. The remaining depth of penetration shall be bored per NDS requirements. Lag screws used to connect pressure-treated wood shall be HDG or stainless steel. 11. Provide malleable iron washers or equivalent cut plate washers under all nuts, bolts or lag screw heads which bear on wood. 12. Wood screws shall be steel per NDS requirements. Pre-drill holes to prevent splitting as recommended in the NDS. 13. Wood members shall be cut or notched only as shown on the Structural Drawings. 14. Provide cross bridging, solid bridging or other lateral support for all framing members in accordance with the requirements of IBC Section 2308. 15. Except where more stringent construction is shown on the Drawings, wood construction shall comply with the requirements of the IBC, latest edition, as a minimum. MANUFACTURED WOOD PRODUCTS 1. Manufactured wood I-joists shall be installed in accordance with the manufacturer's recommended details for blocking, bracing, bearing and connections. See plan for size, depth and product designations. Any alternate products shall be submitted to the engineer for written approval prior to construction. 2. Laminated Veneer Lumber (LVL) beam & column plies shall be 13/4" in width with number of plies and depths as noted on plan. LVL shall have the following minimum working stresses: Fc pll=2,510 psi, Fb=2,600 psi, Fv=285 psi, E=2,000,000 psi. 3. Laminated Strand Lumber (LSL), beams (13/4" min) and rimboard (11/4" min) shall be as noted on plan, with the following minimum working stresses: Fc pll=1,400 psi, Fb=1,700 psi, Fv=400 psi, E=1,300,000 psi. 4. Versa-Stud (11/2" min) shall be noted on plan, with the following minimum working stresses: Fc pll=3,000 psi, Fb=2,400 psi, E= 1,700,000 psi. 5. Parallel Strand Lumber (PSL) beams shall be as noted on plan with the following minimum working stresses: Fb=2,900 psi, Fv= 290 psi, E=2,000,000 psi. 6. Parallel Strand Lumber (PSL) columns shall be as noted on plan with the following minimum working stresses: Fc pll=2,500 psi, Fb=2,400 psi, Fv=190 psi, E=1,800,000 psi. 7. Glulam (GL) beams shall be as noted on plan with the following minimum working stresses: 24F-V4, Fb(tension zone)=2,400 psi, Fv=240 psi, E=1,800,000 psi. All mult-span beams, including cantilever conditions, shall be 24F-V8 unless noted otherwise in the drawings. 8. Manufactured wood products as noted above shall be installed per manufacturer's specifications. 9. Manufactured wood products in contact with concrete or masonry foundation or exposed to exterior conditions shall be treated per manufacturer's specifications. 10. Wood manufactured products other than those noted, which have I.C.B.O. approval, may be used with approval by the engineer of record. Substitutions made by the Owner or Contractor shall include all connection hardware as required for sizes used, and shall have equivalent load ratings as those called for on the Drawings. STRUCTURAL ERECTION AND BRACING REQUIREMENTS 1. The Structural Drawings illustrate the completed structure with all elements in their final positions, properly supported and braced. 2. The Contractor, in the proper sequence, shall provide shoring and bracing as required during construction to achieve the final completed structure. Design, sequencing, location, placement, etc. of bracing and shoring is the responsibility of the Contractor. 3. The Contractor shall be responsible for the safety of the building and workers during construction. The Contractor shall comply with all applicable safety regulations. SHOP AND ERECTION DRAWINGS 1. The Contractor shall furnish a PDF set of shop and erection drawings for review to the Architect and Structural Engineer of Record prior to fabrication for the following items: 1.1. Structural steel 1.2. Concrete and masonry reinforcing steel 1.3. Concrete mix designs 1.4. Glazing and intermediate structure per manufacturer for large areas of wall 2. The manufacture, fabrication or erection of above noted items prior to written review by the Architect and Structural Engineer of Record is at the sole risk of the Contractor. BACKFILLING 1. Contractor shall not backfill against basement and/or retaining walls until all supporting elements (ex: concrete slabs and/or floor framing) are in place and securely anchored, or until adequate temporary shoring is installed. 2. Contractor shall verify type of backfill material with Geotechnical Engineer prior to backfilling. EXISTING FLOOR JOIST OR ROOF RAFTER, U.N.O. EXISTING FLUSH BEAM SUPPORTING FRAMING EXISTING DROPPED BEAM SUPPORTING FRAMING EXISTING HEADER SUPPORTING FRAMING STRUCTURAL SYMBOLS LEGEND EXISTING MASONRY CONSTRUCTION NEW CONCRETE FOUNDATION WALL & FOOTING EXISTING CONCRETE FOUNDATION WALL & FOOTING EXISTING LEDGER SUPPORTING FRAMING EXISTING BEARING WALL TO BE REMOVED EXISTING CONSTRUCT EXISTING BEARING WALL ROOF OR FLOOR MEMBER SPAN AND LENGTH ARROWS DESIGNATE BEARING LOCATIONS OVERFRAMING PER PLAN X STEEL OR WOOD COLUMN WHICH SUPPORTS FRAMING FROM ABOVE WHICH IS CONTINUOUS TO FRAMING AND/OR FOUNDATION BELOW, SEE WALL FRAMING NOTES FOR MIN SIZE, NUMBER, AND TYPE FLOOR JOIST OR ROOF RAFTER, U.N.O. JOIST HANGER OR BEAM TO BEAM CONNECTION RE: HANGER SCHEDULE FOR CONN, U.N.O. FLUSH BEAM SUPPORTING FRAMING VERTICAL STEP IN FLOOR WOOD STUD BEARING WALL ABOVE NON-BEARING WOOD STUD WALL BELOW FRAMING REVISION CLOUD INDICATING A REVISED AREA REVISION NUMBER CORRESPONDS WITH REVISIONS IN TITLE BLOCK STEEL OR WOOD COLUMN FROM ABOVE OR B/W BEAMS WHICH IS SUPPORTED ON FRAMING, MIN WIDTH TO MATCH SUPPORTED FRAMING, U.N.O. EXISTING ROOF OR FLOOR MEMBER SPAN AND LENGTH ARROWS DESIGNATE BEARING LOCATIONS DROPPED BEAM SUPPORTING FRAMING HEADER SUPPORTING FRAMING WALL STEP, POINTS IN DIRECTION OF DOWN MASONRY CONSTRUCTION LEDGER SUPPORTING FRAMING 2x WOOD STUD BEARING WALL BELOW FRAMING MOMENT CONNECTION INDICATES LOCATION OF EXTERIOR AND INTERIOR BRACED WALL PANELS (BWP's). WHERE BWP's ARE NOT DIMENSIONED, EXTEND BETWEEN WALL OPENINGS OR CORNERS AS SHOWN ON PLAN. SEE BRACED WALL PANEL NOTES / S0.0 HOLDOWN FRAMING STRAP OR FOUNDATION ANCHOR PER PLAN & SCHEDULE JOIST JOIST JOIST JOISTCOL ABVHx4/5/2018 DATE: 03/30/18 REVISIONS: PROJECT #: 18.003C DRAWN BY: N.C./S.E. CHECKED BY: S.E. STRUCTURAL DESIGN www.evolvestruct.com 1040 Main Street Carbondale, CO 81623 (970) 510-0773 | | BAR X RESIDENCE110 + 112 COACH ROADASPEN, COLORADO 8161102/28/18 ACC FINAL SITE PLAN REVIEW 03/30/18 PERMIT S2.010 FOUNDATION PLAN - EAST MATCH LINE: SEE S2.010 SEE S2.0114'-2"4'-2"1'-4"1'-4"5'-0"6'-0"23/4"3'-0"2'-9"2'-811/16" 1'-013/64"5'-019/64"23/4"30'-0"3'-11"12'-6"12'-6"12'-6"12'-6"12'-6" 3'-63/4"8'-111/4" 1'-6"1'-6"3'-0"3'-0"2'-69/16"2'-57/16" 5'-0"1'-055/64"7'-23/4"1025/32"2'-0" 3'-5"2'-0"119/64"1'-4" 9'-51/4"6'-61/4" 2'-5"3"12'-0" 3'-0"3'-0" 2'-811/16" T.O. SLAB = 81'-4" OUTLINE OF SUNKEN SEATING AREA ABOVE OUTLINE OF SUNKEN SEATING AREA ABOVE RE: ARCH 8" CONC WALL w/ #5 @ 10"o.c. EA WAY CTRD 14" DP CONT CONC FTG w/ #5 @ 12"o.c. EA WAY T&B - TYP U.N.O. STL CRAWL SPACE COL w/ BP 5/8 x 10 x 0'-10" w/ (4) 3/4" AB @ 7" o.c. - TYP @ 3 4'-0" W CRAWL SPACE ACCESS OPENING w/ (2) #5 T&B, LOCATE PER ARCH - T.O. OPNG = 85'-1" 8" CONC FDN WALL w/ #5 @ 18"o.c. EA WAY CTRD 8" CONC FDN WALL w/ #5 @ 18"o.c. EA WAY CTRD 14" DP CONT CONC FTG w/ #5 @ 12"o.c. EA WAY T&B - TYP U.N.O. 18" CONC RET WALL w/ #5 @ 10"o.c. EA WAY E.F. 8" CONC WALL w/ #5 @ 10"o.c. EA WAY CTRD CONC PLINTH w/ (4) #5 VERT & #3 TIES @ 10"o.c. - TYP @ 3 18" INSUL CONC WALL w/ #6 @ 10"o.c. VERT & #5 @10"o.c. HORIZ E.F. - TYP U.N.O. 18" INSUL CONC WALL w/ #6 @ 10"o.c. VERT & #5 @10"o.c. HORIZ E.F. - TYP U.N.O. T.O. FTG = 81'-10" T.O. FTG = 80'-8" T.O. FTG = 80'-8" T.O. FTG = 81'-10" T.O. FTG = 81'-10" F3.0 F6.0 F3.0F3.0 23/4" 2'-6"2'-1117/64"5'-2"2'-0"2'-0"3'-247/64"2'-31/64"3'-65/32"2'-253/64"1 S6.001 5 S6.001 8" CONC WALL w/ #6 @ 8"o.c. CTRD EA WAY - TYP AT FIREPLACE T.O. CONC 85'-0" T.O. SILL = 99'-6 3/4" T.O. WALL = 99'-3 3/4" T.O. WALL = 98'-7 1/4" T.O. CURB = 99'-1 1/2" T.O. WALL = 107'-9" T.O. CONC 86'-4" T.O. FTG = 80'-8" T.O. WALL = 87'-9" T.O. WALL = 95'-0" T.O. WALL = 95'-0" T.O. FTG = 84'-8" T.O. SILL = 87'-6 3/4" T.O. WALL SLOPES T.O. WALL = 96'-0" T.O. WALL = 87'-5 1/4" T.O. WALL = 87'-6 3/4" T.O. CONC 86'-4" T.O. WALL = 99'-6 3/4" T.O. WALL = 90'-6" G G H H J J K K L L M M F F G G H H J J K K L L M M 1 2 F F 5 3 4 6 5 CONCRETE FOOTING SCHEDULE MARK F3.0 F4.0 F5.0 F6.0 SIZE 3'-0" SQ x 12" DP 4'-0" SQ x 12" DP 5'-0" SQ x 14" DP 6'-0" SQ x 14" DP REINFORCING (4) #5 EA WAY BOT (5) #5 EA WAY BOT (6) #5 EA WAY BOT (7) #6 EA WAY BOT FOUNDATION NOTES: 1) REFER TO SHEET S0.001 FOR GENERAL NOTES. 2) SEE FRAMING PLANS ABOVE FOR COLUMN & POST LOCATIONS & SIZES 3) CONCRETE FOOTINGS & SLABS SHALL BE PER PLAN. 4) ALL CONCRETE WALLS SHALL BE CENTERED ON FOOTINGS - U.N.O. 5) SEE 4/S0.001 FOR ALL CONCRETE REINFORCING STANDARD HOOKS & BENDS. 6) PROPER SURFACE & BELOW GRADE PERIMETER DRAINAGE SHALL BE INSTALLED PER THE CIVIL & GEOTECHNICAL ENGINEERING RECOMMENDATIONS TO RELIEVE FOUNDATION WALLS FROM HYDROSTATIC PRESSURES. 7) REFER TO SHEET S6.001 FOR TYPICAL CONRETE DETAILS. 8) DO NOT PLACE BACKFILL AGAINST BASEMENT WALLS UNTIL ADEQUATE TEMPORARY SHORING IS INSTALLED. 9) ALL DIMENSIONS SHALL BE COORDINATED WITH ARCHITECTURAL DRAWINGS AND FIELD VERIFIED BY CONTRACTOR. 10) SOILS CONDITIONS TO BE VERIFIED IN FIELD AT OPEN HOLE BY SOILS ENGINEER PER FOUNDATION NOTES ON S0.0. 11) ANCHOR ALL SILL PLATES TO TOP OF CONCRETE WITH 5/8" DIAMETER ANCHOR BOLTS WITH A MINIMUM 7" EMBEDMENT AT 4'-0"o.c. MAXIMUM. 2 ANCHORS MINIMUM PER PLATE, 3" FROM EACH END, U.N.O. REFER TO BWP SCHEDULE FOR ATYPICAL A.B.'S AND SPACINGS. 12) REFER TO PLANS AND SCHEDULE FOR ALL HOLDOWN ANCHORS BETWEEN FRAMING AND INTO CONCRETE. REFER TO PLANS ABOVE FOR SPECIFICATIONS. 13) ISOLATE ALL SLABS-ON-GRADE FROM STRUCUTRAL ELEMENTS WITH EXPANSION JOINT MATERIAL - U.N.O. SCALE: 1/4" = 1'-0"A FOUNDATION FRAMING PLAN - EAST 4/5/2018 DATE: 03/30/18 REVISIONS: PROJECT #: 18.003C DRAWN BY: N.C./S.E. CHECKED BY: S.E. STRUCTURAL DESIGN www.evolvestruct.com 1040 Main Street Carbondale, CO 81623 (970) 510-0773 | | BAR X RESIDENCE110 + 112 COACH ROADASPEN, COLORADO 8161102/28/18 ACC FINAL SITE PLAN REVIEW 03/30/18 PERMIT S2.011 FOUNDATION PLAN - WEST MATCH LINE: SEE S2.010 SEE S2.0111'-2" 10" 1'-2" 23/4"23/4"23/4"6'-31/4" 3'-63/4"8'-111/4" 1'-6"1'-6"3'-0"3'-0"2'-69/16"2'-57/16" 5'-0"2'-3 1/4" 2 3/4" 2'-6" 11'-843/64" 6'-153/64"4'-1"1'-055/64"PER LANDSCAPEDRAWINGS2'-2" 10" 1'-0"1'-2"10"1'-0"119/64"15'-4" 1'-71/2"3'-0"5'-41/16"71/2"6'-71/2"1'-71/2"5'-71/2"5'-11"1'-4"6'-111/2" 51/2"11'-61/2"3'-7" 9'-51/4"6'-61/4" T.O. SLAB = 82'-6 1/4" T.O. GRADE = 91'-0" 13 S6.001 3 S6.001 TYP SLAB ON GRADE 4" CONCRETE SLAB ON INSUL PER ARCH ON APPROVED NATIVE OR PREPARED SUBGRADE PER GEOTECH REPORT. REINFORCE SLAB WITH 6x6-W2.1xW2.1 WWF OR #3 @ 12"o.c. EA WAY - CENTERED. PROVIDE 1 1/4" DEEP SAW-CUT CONTROL JOINTS @ 12'-0"o.c. MAX EA WAY - TYP 14" DP CONT CONC FTG w/ #5 @ 12"o.c. EA WAY T&B - TYP U.N.O. CRAWLSPACE ACCESS HATCH ABOVE - TYP @ 2 OUTLINE OF SUNKEN SEATING AREA ABOVE 10" CONC BASEMENT WALL w/ #5 @ 10"o.c. EA WAY E.F. - TYP STL COL ABOVE w/ BP 1 x 12 x 1'-0" w/ (4) 3/4" AB @ 9"o.c. - TYP U.N.O. BP @ BRACED FRAME COL RE: 1/S6.005 - TYP @ 2 T.O. WALL SLOPES PER LANDSCAPE DRAWINGS T.O. WALL SLOPES MATCH WINDOW WELL WALL SLOPE 10" CONC RET WALL w/ #5 @ 10"o.c. EA WAY E.F. 12" DP CONC FTG w/ #5 @ 12"o.c. EA WAY BOT 10" CONC WALL w/ #5 @ 10"o.c. EA WAY E.F. - TYP 3 SIDES OF WINDOW WELL CONC PLINTH w/ (4) #5 VERT & #3 TIES @ 10"o.c. - TYP @ 3 18" INSUL CONC WALL w/ #6 @ 10"o.c. VERT & #5 @10"o.c. HORIZ E.F. - TYP U.N.O. T.O. FTG = 81'-10" T.O. FTG = 81'-10" T.O. FTG = 81'-10" T.O. SILL = PER ARCH F4.0 F5.0 F5.0 F5.0 F3.0 5'-2"4'-25/8"2'-95/32"6'-427/32"2 S6.001 4 S6.001 T.O. WALL = 102'-7" T.O. WALL = 101'-4 1/2" T.O. WALL = 99'-6 3/4" T.O. WALL = 101'-4 1/2" T.O. WALL = 101'-4 1/2" T.O. WALL = 101'-10" T.O. SILL = 87'-6 3/4" TYP @ 3 T.O. WALL = 99'-6" T.O. WALL = 101'-4 1/2" T.O. WALL = 92'-3" T.O. WALL = 91'-0" T.O. FTG = 85'-6" T.O. WALL = 92'-3" T.O. WALL = 103'-0" T.O. WALL = 88'-6" C C D D E E G G B B F F C C D D E E G G 1 2 B B F F A A 5 A A 3 4 6 5 CONCRETE FOOTING SCHEDULE MARK F3.0 F4.0 F5.0 F6.0 SIZE 3'-0" SQ x 12" DP 4'-0" SQ x 12" DP 5'-0" SQ x 14" DP 6'-0" SQ x 14" DP REINFORCING (4) #5 EA WAY BOT (5) #5 EA WAY BOT (6) #5 EA WAY BOT (7) #6 EA WAY BOT FOUNDATION NOTES: 1) REFER TO SHEET S0.001 FOR GENERAL NOTES. 2) SEE FRAMING PLANS ABOVE FOR COLUMN & POST LOCATIONS & SIZES 3) CONCRETE FOOTINGS & SLABS SHALL BE PER PLAN. 4) ALL CONCRETE WALLS SHALL BE CENTERED ON FOOTINGS - U.N.O. 5) SEE 4/S0.001 FOR ALL CONCRETE REINFORCING STANDARD HOOKS & BENDS. 6) PROPER SURFACE & BELOW GRADE PERIMETER DRAINAGE SHALL BE INSTALLED PER THE CIVIL & GEOTECHNICAL ENGINEERING RECOMMENDATIONS TO RELIEVE FOUNDATION WALLS FROM HYDROSTATIC PRESSURES. 7) REFER TO SHEET S6.001 FOR TYPICAL CONRETE DETAILS. 8) DO NOT PLACE BACKFILL AGAINST BASEMENT WALLS UNTIL ADEQUATE TEMPORARY SHORING IS INSTALLED. 9) ALL DIMENSIONS SHALL BE COORDINATED WITH ARCHITECTURAL DRAWINGS AND FIELD VERIFIED BY CONTRACTOR. 10) SOILS CONDITIONS TO BE VERIFIED IN FIELD AT OPEN HOLE BY SOILS ENGINEER PER FOUNDATION NOTES ON S0.0. 11) ANCHOR ALL SILL PLATES TO TOP OF CONCRETE WITH 5/8" DIAMETER ANCHOR BOLTS WITH A MINIMUM 7" EMBEDMENT AT 4'-0"o.c. MAXIMUM. 2 ANCHORS MINIMUM PER PLATE, 3" FROM EACH END, U.N.O. REFER TO BWP SCHEDULE FOR ATYPICAL A.B.'S AND SPACINGS. 12) REFER TO PLANS AND SCHEDULE FOR ALL HOLDOWN ANCHORS BETWEEN FRAMING AND INTO CONCRETE. REFER TO PLANS ABOVE FOR SPECIFICATIONS. 13) ISOLATE ALL SLABS-ON-GRADE FROM STRUCUTRAL ELEMENTS WITH EXPANSION JOINT MATERIAL - U.N.O. SCALE: 1/4" = 1'-0"A FOUNDATION FRAMING PLAN - WEST 4/5/2018 DATE: 03/30/18 REVISIONS: PROJECT #: 18.003C DRAWN BY: N.C./S.E. CHECKED BY: S.E. STRUCTURAL DESIGN www.evolvestruct.com 1040 Main Street Carbondale, CO 81623 (970) 510-0773 | | BAR X RESIDENCE110 + 112 COACH ROADASPEN, COLORADO 8161102/28/18 ACC FINAL SITE PLAN REVIEW 03/30/18 PERMIT S2.020 LOWER LEVEL FRAMING PLAN - EAST MATCH LINE: SEE S2.020 SEE S2.021ESD I Conc Wall I 16" ESD I Conc Wall I 16"ESD I Conc Wall I 16"HSS5X5X1/4HSS5X5X1/4T.O. PLY = 86'-3" T.O. PLY = 87'-9" T.O. PLY = 86'-7" 8 S6.001 1 S6.005 18" CONC WALL - TYP L6x6x3/8 x 1'-0" w/ (2) 3/4" x 6" LONG WHS @ 8"o.c.3 1/2" CONC OVER 2" STEELDECK (20 GA COMP, 3 SPAN)w/ 6x6 - W2.1xW2.1 WWFTYP.ADD'L (6) #5 E.F. HORIZ STRUCT COL THROUGH L 5x5x3/8" LEDGER w/ 3/4" TITEN HD @ 12" o.c. TYP U.N.O EMBED PL 3/4 x 12 x 1'-0 w/ (4) 3/4" x 6" WHS @ 8"o.c. TYP @ BM CONN U.N.O. W10X22 W10X22 - LOW (T.O. STL = 86'-0 3/4")W10X22 - LOW (T.O. STL = 86'-0 3/4") W10X22 - HIGH (T.O. STL = 87'-5 1/4")W10X22 - LOW (T.O. STL = 86'-0 3/4")W10X22 - HIGH, 2 SPAN (T.O. STL = 87'-5 1/4")W10X22 - LOW W10X22 - HIGH, 2 SPAN (T.O. STL = 87'-5 1/4")W10X22W10X30 - LOW (T.O. STL = 86'-0 3/4")W10X22 W10X22W10X22W10X22 W10X22W10X33W10X22 W10X19 - (T.O. STL = 86'-1 1/2") TYP @ 5 W8X15 - (T.O. STL = 86'-1 1/2") TYP @ 5 W8X15 - (T.O. STL = 86'-1 1/2") TYP @ 5 W10X22W10X22 - LOW (T.O. STL = 86'-0 3/4")W10X22 - LOW (T.O. STL = 86'-0 3/4")(2) 14" LVL (2) 14" LVL W10X22 - LOW(2) 14" LVL11 7/8" TJI 560 @ 16"o.c.11 7/8" TJI 560 @ 16"o.c.W10X398"2'-87/64"4'-1041/64"4'-6"4'-6"4'-111/2"T.O. CONC 88'-0" 7 S6.001 14 S6.001 CROSS HATCH INDICATES OVERFRAME w/ RIGID INSULATION AND 3" CONCRETE TOPPING SLAB w/ 6x6 - W2.1xW2.1 WWF G G H H J J K K L L M M F F G G H H J J K K L L M M 1 2 F F 5 3 4 6 5 ROOF & FLOOR FRAMING NOTES: 1) REFER TO SHEET S0.0001 FOR GENERAL NOTES AND DETAILS INCLUDING: - ROOF & FLOOR SHEATHING PER 1/S0.001. -TYPICAL WALL FRAMING PER 2/S0.001. -ATTACHMENT OF MULTI-PLY COLUMNS & BEAMS PER 3/S0.001. -ALL TYPICAL FRAMING CONNECTIONS PER SCHEDULE ON S0.001. 2) ALL COLUMNS SHOWN SAHLL BE (2) 2x6 TYP - U.N.O. 3) ALL BEARING WALL HEADERS SHALL BE (2) 2x8, TYP - U.N.O.. 4) ALL INTERIOR & EXTERIOR BEARING WALLS ARE 2x6 STUDS AT 16"o.c., TYP - U.N.O.. 5) ALL INTERIOR & EXTERIOR BEARING WALLS SHALL BE SHEATHED PER BRACED WALL PANEL NOTES ON S0.0, TYP - U.N.O. a. SPECIAL BRACE WALL PANELS PER SCHEDULE AND PLAN b. ANY WALL OPENINGS TO BE MODIFIED SHALL BE APPROVED BY THE S.E.O.R.. 6) REFER PLANS FOR ALL HOLDOWN ANCHORS. 7) ALL COMPOSITE METAL DECK SHOWN SHALL BE ATTACHED WITH 5/8" PUDDLE WELDS IN 36/4 PATTERN TO SUPPORTING FRAMING AND SIDELAPS SHALL BE WELDED, (2) WELDS PER SPAN. 8) ALL FRAMING MATERIALS EXPOSED TO WEATHER SHALL BE PRESERVATIVE PRESSURE TREATED PER S0.0 - U.N.O.. 9) ALL FRAMING MATERIAL EXPOSED TO WEATHER SHALL BE PRESERVATIVE PRESSURE TREATED PER S0.0 - U.N.O. 10) ALL DEAD LOADS SHALL BE APPLIED TO STRUCTURE PRIOR TO INSTALLING WINDOWS & DOORS. 11) ALL DIMENSIONS SHALL BE COORDINATED WITH ARCHITECTURAL DRAWINGS AND FIELD VERIFIED BY CONTRACTOR. SCALE: 1/4" = 1'-0"A LOWER LEVEL FRAMING PLAN - EAST 4/5/2018 DATE: 03/30/18 REVISIONS: PROJECT #: 18.003C DRAWN BY: N.C./S.E. CHECKED BY: S.E. STRUCTURAL DESIGN www.evolvestruct.com 1040 Main Street Carbondale, CO 81623 (970) 510-0773 | | BAR X RESIDENCE110 + 112 COACH ROADASPEN, COLORADO 8161102/28/18 ACC FINAL SITE PLAN REVIEW 03/30/18 PERMIT S2.021 LOWER LEVEL FRAMING PLAN - WEST MATCH LINE: SEE S2.020 SEE S2.021HSS5X5X1/48'-11/4"5'-831/32"6'-633/64"6'-17/8"6'-139/64"T.O. PLY = 87'-9" 9 S6.001 11 S6.001 12 S6.001 1 S6.005 10" CONC BASEMENT WALL w/ #5 @ 10"o.c. EA WAY E.F. - TYP 18" CONC WALL - TYP BRACED FRAME ABOVE THIS BAY RE: 1/S6.005ADD'L (6) #5 HORIZ E.F. THIS WALL EMBED PL 3/4 x 12 x 1'-0 w/ (4) 3/4" x 6" WHS @ 8"o.c. TYP @ BM CONN U.N.O. ALL LOWER LEVEL EAST- WEST BMS SHALL HAVE WEB PACKOUTS RE: 19/S6.002 - TYP U.N.O. ALL LOWER LEVEL BMS SHALL HAVE (2) 2x NAILERS RE: 19/S6.002 - TYP U.N.O. PL 3/8 x 3 1/2" w/ 3/4" BOLTS @ 3"o.c. - TYP BM U.N.O. L6x6x3/8 x 1'-0" w/ (2) 3/4" x 6" LONG WHS @ 8"o.c.W10X22W10X22W10X22W10X22W10X26 W10X22 W10X22 W10X30W10X22 W10X22 - LOW (T.O. STL = 86'-0 3/4")W10X22 - HIGH, 2 SPAN (T.O. STL = 87'-5 1/4")W10X22 - LOW W10X22 W10X26 W10X22W10x45 - (T.O. STL = 87'-5 1/4") TYP U.N.O.W10X22W10X22 W10X22 W10X22W10X22W10X22 - LOW (T.O. STL = 86'-0 3/4")W10X22W10X30 W10X22W10X22W10X22W10X30 W10X26 W10X30 14" TJI 560 @ 16"o.c. - TYP U.N.O.14" TJI 56014" TJI 56014" LVL 14" LVL W10X26 W10X33 (2) 14" LVL (2) 14" LVL W10X22 - LOW(2) 14" LVLW10X39ITS HGR TYP6 S6.001 10 S6.001STL COL THROUGHTYP U.N.O.C C D D E E G G B B F F C C D D E E G G 1 2 B B F F A A 5 A A 3 4 6 5 C C D D E E G G B B F F C C D D E E G G 1 2 B B F F A A 5 A A 3 4 6 5 ROOF & FLOOR FRAMING NOTES: 1) REFER TO SHEET S0.0001 FOR GENERAL NOTES AND DETAILS INCLUDING: - ROOF & FLOOR SHEATHING PER 1/S0.001. -TYPICAL WALL FRAMING PER 2/S0.001. -ATTACHMENT OF MULTI-PLY COLUMNS & BEAMS PER 3/S0.001. -ALL TYPICAL FRAMING CONNECTIONS PER SCHEDULE ON S0.001. 2) ALL COLUMNS SHOWN SAHLL BE (2) 2x6 TYP - U.N.O. 3) ALL BEARING WALL HEADERS SHALL BE (2) 2x8, TYP - U.N.O.. 4) ALL INTERIOR & EXTERIOR BEARING WALLS ARE 2x6 STUDS AT 16"o.c., TYP - U.N.O.. 5) ALL INTERIOR & EXTERIOR BEARING WALLS SHALL BE SHEATHED PER BRACED WALL PANEL NOTES ON S0.0, TYP - U.N.O. a. SPECIAL BRACE WALL PANELS PER SCHEDULE AND PLAN b. ANY WALL OPENINGS TO BE MODIFIED SHALL BE APPROVED BY THE S.E.O.R.. 6) REFER PLANS FOR ALL HOLDOWN ANCHORS. 7) ALL COMPOSITE METAL DECK SHOWN SHALL BE ATTACHED WITH 5/8" PUDDLE WELDS IN 36/4 PATTERN TO SUPPORTING FRAMING AND SIDELAPS SHALL BE WELDED, (2) WELDS PER SPAN. 8) ALL FRAMING MATERIALS EXPOSED TO WEATHER SHALL BE PRESERVATIVE PRESSURE TREATED PER S0.0 - U.N.O.. 9) ALL FRAMING MATERIAL EXPOSED TO WEATHER SHALL BE PRESERVATIVE PRESSURE TREATED PER S0.0 - U.N.O. 10) ALL DEAD LOADS SHALL BE APPLIED TO STRUCTURE PRIOR TO INSTALLING WINDOWS & DOORS. 11) ALL DIMENSIONS SHALL BE COORDINATED WITH ARCHITECTURAL DRAWINGS AND FIELD VERIFIED BY CONTRACTOR. SCALE: 1/4" = 1'-0"A LOWER LEVEL FRAMING PLAN - WEST 4/5/2018 DATE: 03/30/18 REVISIONS: PROJECT #: 18.003C DRAWN BY: N.C./S.E. CHECKED BY: S.E. STRUCTURAL DESIGN www.evolvestruct.com 1040 Main Street Carbondale, CO 81623 (970) 510-0773 | | BAR X RESIDENCE110 + 112 COACH ROADASPEN, COLORADO 8161102/28/18 ACC FINAL SITE PLAN REVIEW 03/30/18 PERMIT S2.030 MAIN FLOOR FRAMING PLAN - EAST REF.HSS5X5X3/8HSS6X6X3/8HSS5X5X1/2HSS6X6X3/8HSS6X6X1/2HSS6X6X1/2HSS5X5X1/2HSS6X6X3/8FULL WIDTH BLOCKED DIAPHRAGM w/ E.N. @ 3"o.c. TYP FULL WIDTH BLOCKED DIAPHRAGM w/ E.N. @ 3"o.c. FULL WIDTH BLOCKED DIAPH w/ E.N. @ 3"o.c. 51/2" T.O. PLY = 99'-9" T.O. PLY = 99'-6"T.O. PLY = 102'-3"T.O. SLAB = 99'-1 1/2" 1 S6.002 9 S6.002 12 S6.002 10 S6.002 15 S6.002 13 S6.002 17 S6.002 HSS 5x5x1/4 STUB COL CONC COL w/ (4) #8 VERT & #4 HOOPS @ 10"o.c. HSS 5x5x1/4 STUB COL COL ABOVE COL ABOVE 3 1/2" MAX CONC TOPPING SLAB w/ 6x6 - W1.4xW1.4 WWF WELDED MOMENT CONN SCREEN POCKET RE: A/V W10x100 8" WIDE CONC HEADER 2x6 LOW LEDGER TO PACKOUT @ 5 1/2" JOISTS - TYP W12X72 - (T.O. STL = 99'-6 3/4")W12X72 - (T.O. STL = 99'-6 3/4")W12X65 - CONT (T.O. STL = 99'-6 3/4")W10X68 - CANT'D (T.O. STL = 99'-5 1/4")W10X100 - CANT'D (T.O. STL = 99'-5 1/4")W10X54 - CONT (T.O. STL = 99'-5 1/4")W12X40 - (T.O. STL = 99'-6 3/4")W12X40 - (T.O. STL = 99'-6 3/4")W12X35 - (T.O. STL = 99'-6 3/4")W10X22 - 3 SPAN CONT W12X87 - (T.O. STL = 99'-6 3/4")9 1/2" TJI 210 @ 12"o.c.14" TJI 210 @ 16"o.c. or 14" P.E. TRIMJOIST OR OPEN WEB TRUSS @ 16"o.c. - TYP U.N.O.W12X30 - (T.O. STL = 99'-6 3/4")5 1/2" LVL @ 12"o.c. TYP AT SCRN POCKET W12X40 - (T.O. STL = 99'-6 3/4") W10X100 W12X87 - CANT'D (T.O. STL = 99'-6 3/4")W10X26 - (T.O. STL = 99'-5 1/4") W10X26 W10x45 - CANT'DW10X33 - CANT'D (T.O. STL = 99'-5 1/4")W10X26 W12X26 DN 4" CONC CURB - T.O. CURB = 100'-6" W12x35 - T.O. STL = 98'-7 1/4"W12X26 - (T.O. STL = 99'-6 /34")W12X190 - CONT(T.O. STL = 99'-8 1/4") MATCH LINE: SEE S2.030 SEE S2.0312 S6.002 11 S6.002 14 S6.002 16 S6.002 BM POCKET T.O. WALL = 98'-7 1/4" T.O. CURB = 99'-1 1/2"T.O. SILL = 99'-6 3/4"3 1/2" CONC OVER 2" STEEL DECK (20 GA COMP) w/ 6x6 - W2.1xW2.1 WWF TYP. STL PLATE RE: 14/S6.002 G G H H J J K K L L M M F F G G H H J J K K L L M M 1 2 F F 5 3 4 6 5 ROOF & FLOOR FRAMING NOTES: 1) REFER TO SHEET S0.0001 FOR GENERAL NOTES AND DETAILS INCLUDING: - ROOF & FLOOR SHEATHING PER 1/S0.001. -TYPICAL WALL FRAMING PER 2/S0.001. -ATTACHMENT OF MULTI-PLY COLUMNS & BEAMS PER 3/S0.001. -ALL TYPICAL FRAMING CONNECTIONS PER SCHEDULE ON S0.001. 2) ALL COLUMNS SHOWN SAHLL BE (2) 2x6 TYP - U.N.O. 3) ALL BEARING WALL HEADERS SHALL BE (2) 2x8, TYP - U.N.O.. 4) ALL INTERIOR & EXTERIOR BEARING WALLS ARE 2x6 STUDS AT 16"o.c., TYP - U.N.O.. 5) ALL INTERIOR & EXTERIOR BEARING WALLS SHALL BE SHEATHED PER BRACED WALL PANEL NOTES ON S0.0, TYP - U.N.O. a. SPECIAL BRACE WALL PANELS PER SCHEDULE AND PLAN b. ANY WALL OPENINGS TO BE MODIFIED SHALL BE APPROVED BY THE S.E.O.R.. 6) REFER PLANS FOR ALL HOLDOWN ANCHORS. 7) ALL COMPOSITE METAL DECK SHOWN SHALL BE ATTACHED WITH 5/8" PUDDLE WELDS IN 36/4 PATTERN TO SUPPORTING FRAMING AND SIDELAPS SHALL BE WELDED, (2) WELDS PER SPAN. 8) ALL FRAMING MATERIALS EXPOSED TO WEATHER SHALL BE PRESERVATIVE PRESSURE TREATED PER S0.0 - U.N.O.. 9) ALL FRAMING MATERIAL EXPOSED TO WEATHER SHALL BE PRESERVATIVE PRESSURE TREATED PER S0.0 - U.N.O. 10) ALL DEAD LOADS SHALL BE APPLIED TO STRUCTURE PRIOR TO INSTALLING WINDOWS & DOORS. 11) ALL DIMENSIONS SHALL BE COORDINATED WITH ARCHITECTURAL DRAWINGS AND FIELD VERIFIED BY CONTRACTOR. SCALE: 1/4" = 1'-0"A MAIN LEVEL FLOOR FRAMING PLAN - EAST 4/5/2018 DATE: 03/30/18 REVISIONS: PROJECT #: 18.003C DRAWN BY: N.C./S.E. CHECKED BY: S.E. STRUCTURAL DESIGN www.evolvestruct.com 1040 Main Street Carbondale, CO 81623 (970) 510-0773 | | BAR X RESIDENCE110 + 112 COACH ROADASPEN, COLORADO 8161102/28/18 ACC FINAL SITE PLAN REVIEW 03/30/18 PERMIT S2.031 MAIN FLOOR FRAMING PLAN - WEST REF.HSS5X5X3/8HSS5X5X1/2HSS6X6X1/2HSS6X6X1/2HSS5X5X1/2H S S 4 X 4 X 5/1 6HSS6X6X1/2HSS5X5X1/2HSS5x5x5/16FULL WIDTH BLOCKED DIAPHRAGM w/ E.N. @ 3"o.c. TYP FULL WIDTH BLOCKED DIAPHRAGM w/ E.N. @ 3"o.c. 5'-27/64"6'-0"6'-0"6'-0"6'-0"4'-953/64"9'-1157/64"7'-11/64"6'-1163/64"2'-541/64"6'-1155/64"7'-23/4"T.O. PLY = 102'-3" T.O. SLAB = 101'-10"T.O. PLY = 102'-3"3 S6.002 6 S6.002 8 S6.002 9 S6.002 4 S6.002 7 S6.002 10 S6.002 3 1/2" CONC OVER 2" VLI STEEL DECK (20 GA COMP) w/ 6x6 - W2.1xW2.1 WWF TYP U.N.O. BRACED FRAME BELOW THIS BAY HSS 5x5x1/4 STUB COL CONN RE: X/SXX COL ABOVE HSS 5x5x1/4 STUB COL HSS 4x4x1/4 STUB COLSTL COLABOVE - TYPHSS 3x3x1/4 STUB COL HSS 5x5x1/4 STUB COL COL ABOVE COL ABOVE BM POCKET TYP @ 4 CANT'D BMS 3 1/2" MAX CONC TOPPING SLAB w/ 6x6 - W1.4xW1.4 WWF 5" MAX CONC TOPPING SLAB w/ 6x6 - W2.1xW2.1 WWF SCREEN POCKET RE: A/V 8" WIDE CONC HEADER 2x6 LOW LEDGER TO PACKOUT @ 5 1/2" JOISTS - TYP 18" W x 2'-6" DP MIN CONC HDR 10" W x 3'-0" DP MIN CONC HDR W10X54 - CONT (T.O. STL = 99'-5 1/4")W12X19 - (T.O. STL = 99'-6 3/4")W12X87 - CANT'D (T.O. STL = 99'-6 3/4")W16X45 - (T.O. STL = 101'-4 1/2")W10X26 - 2 SPAN (T.O. STL = 101'-4 1/2") W16X45 - CONT (T.O. STL = 101'-4 1/2") W10X26 - CANT'D (T.O. STL = 101'-4 1/2")W10X22 - (T.O. STL = 101'-4 1/2") TYP @ 5W10X60 - CONT 2 SPAN (T.O. STL = 101'-4 1/2")W12X30 - 2 SPAN (T.O. STL = 101'-4 1/2")W12X35 - (T.O. STL = 99'-6 3/4")W10X77- (T.O. STL = 102'-3 1/8")W8X15 - (T.O.STL = 101'-4 1/2")TYP @ 4W8X15 - (T.O.STL = 101'-4 1/2")W8X15 - (T.O.STL = 101'-4 1/2")TYP @ 5W8X15 - (T.O.STL = 101'-4 1/2")TYP @ 5W10X22 - 3 SPAN CONT W16x67 - (T.O. STL = 101'-4 1/2")W10X30 - (T.O. STL = 102'-0 3/4")(2) 9 1/2" LVL @ 16"o.c.(2) 11 7/8" LVL9 1/2" TJI 210 @ 12"o.c.5 1/2" LVL @ 12"o.c. TYP AT SCRN POCKET W8X15W10X22 W12X40 - (T.O. STL = 99'-6 3/4") W10X26 - (T.O. STL = 99'-5 1/4") W10x45 - CANT'DW10X33 - CANT'D (T.O. STL = 99'-5 1/4")W10X26 UP DN EMBED PL 3/4 x 8 x 1'-4" w/ (4) 3/4" x 6" WHS - TYP @ 4 BM POCKET BM POCKET W12x35 - T.O. STL = 98'-7 1/4" 4" CONC CURB - T.O. CURB = 102'-7"HSS5X5X1/2 MATCH LINE: SEE S2.030 SEE S2.0315 S6.002 16 S6.002 BM POCKET 3 1/2" CONC OVER 2" STEEL DECK (20 GA COMP) w/ 6x6 - W2.1xW2.1 WWF TYP.W10X54 - CONT (T.O. STL = 99'-5 1/4")C C D D E E G G B B F F C C D D E E G G 1 2 B B F F A A 5 A A 3 4 6 5 ROOF & FLOOR FRAMING NOTES: 1) REFER TO SHEET S0.0001 FOR GENERAL NOTES AND DETAILS INCLUDING: - ROOF & FLOOR SHEATHING PER 1/S0.001. -TYPICAL WALL FRAMING PER 2/S0.001. -ATTACHMENT OF MULTI-PLY COLUMNS & BEAMS PER 3/S0.001. -ALL TYPICAL FRAMING CONNECTIONS PER SCHEDULE ON S0.001. 2) ALL COLUMNS SHOWN SAHLL BE (2) 2x6 TYP - U.N.O. 3) ALL BEARING WALL HEADERS SHALL BE (2) 2x8, TYP - U.N.O.. 4) ALL INTERIOR & EXTERIOR BEARING WALLS ARE 2x6 STUDS AT 16"o.c., TYP - U.N.O.. 5) ALL INTERIOR & EXTERIOR BEARING WALLS SHALL BE SHEATHED PER BRACED WALL PANEL NOTES ON S0.0, TYP - U.N.O. a. SPECIAL BRACE WALL PANELS PER SCHEDULE AND PLAN b. ANY WALL OPENINGS TO BE MODIFIED SHALL BE APPROVED BY THE S.E.O.R.. 6) REFER PLANS FOR ALL HOLDOWN ANCHORS. 7) ALL COMPOSITE METAL DECK SHOWN SHALL BE ATTACHED WITH 5/8" PUDDLE WELDS IN 36/4 PATTERN TO SUPPORTING FRAMING AND SIDELAPS SHALL BE WELDED, (2) WELDS PER SPAN. 8) ALL FRAMING MATERIALS EXPOSED TO WEATHER SHALL BE PRESERVATIVE PRESSURE TREATED PER S0.0 - U.N.O.. 9) ALL FRAMING MATERIAL EXPOSED TO WEATHER SHALL BE PRESERVATIVE PRESSURE TREATED PER S0.0 - U.N.O. 10) ALL DEAD LOADS SHALL BE APPLIED TO STRUCTURE PRIOR TO INSTALLING WINDOWS & DOORS. 11) ALL DIMENSIONS SHALL BE COORDINATED WITH ARCHITECTURAL DRAWINGS AND FIELD VERIFIED BY CONTRACTOR. SCALE: 1/4" = 1'-0"A MAIN LEVEL FLOOR FRAMING PLAN - WEST 4/5/2018 DATE: 03/30/18 REVISIONS: PROJECT #: 18.003C DRAWN BY: N.C./S.E. CHECKED BY: S.E. STRUCTURAL DESIGN www.evolvestruct.com 1040 Main Street Carbondale, CO 81623 (970) 510-0773 | | BAR X RESIDENCE110 + 112 COACH ROADASPEN, COLORADO 8161102/28/18 ACC FINAL SITE PLAN REVIEW 03/30/18 PERMIT S2.040 UPPER FLOOR AND LOWER ROOF FRAMING PLAN - EASTMATCH LINE: SEE S2.040 SEE S2.041BWP2BWP2W10X54W10X54W10X54W10X54W 10X54HSS5x5x5/16HSS5X5X3/8(5) 2x6(5) 2x6T.O. PLY = 116'-7 1/2" T.O. PLY = 113'-7 1/2" T.O. ROOF PLY = 111'-8 3/4" T.O. ROOF PLY = 111'-8 3/4" T.O. ROOF PLY = 111'-8 3/4" 2 S6.003 1 S6.003 4 S6.003 7 S6.003 9 S6.003 SKYLIGHT SKYLIGHT SKYLIGHT HSS 5x5x5/16 STUB COL (2) A35 EA END TYP @ SILL BM 5" MAX CONC TOPPING SLAB w/ 6x6 - W2.1xW2.1 WWF (5) 5 1/2" LVL - LOW @ SILL (3) 7 1/4" LVL HIGH(2) 14" LVLLOW(3) 14" LVL(3) 7 1/4" LVL (2) 11 7/8" LVL(2) 11 7/8" LVLW10X88 - (T.O. STL = 113'-8 1/4")W12X72 - CANT'D (T.O. STL = 111'-6 1/2")W12X72 - CANT'D (T.O. STL = 111'-6 1/2")W12X96 - LOW CANT'D (T.O. STL = 111'-8")W12X26 - (111'-6 1/2") W12X26 W12X26 14" TJI 560 or 14" P.E. TRUSSES @ 16"o.c.14" TJI 210 210 @ 24"o.c.W12X26 - (T.O. STL 111'-6 1/2") W12X72 W12X26 W12X72 9 1/2" LVL @ 12"o.c. W12X19 - (T.O. STL = 111'-6 1/2")W12X72 - SLOPEDW12X26 - (T.O. STL = 111'-6 1/2") W12X19 W12X19W10X30 - (T.O. STL = 113'-8 1/4")W12X72 - SLOPED M.F. BEAMW12X72 - SLOPED (HIGH)HSS8X6X5/8HSS8X6X5/8HSS 8X 6X 5/8HSS8X6X5/8W12X72 - SLOPED M.F. BMW12X72 - SLOPED M.F. BMW12X26 - SLOPEDT.O. PLY 115'-3 1/2" 7 S6.003STL COL ABOVE EMBED PL 1 x 12 x 1'-6" w/ (6) 3/4" x 8" LONG WHS - TYP @ 5 HSS8X6X5/8G G H H J J K K L L M M F F G G H H J J K K L L M M 1 2 F F 5 3 4 6 5 ROOF & FLOOR FRAMING NOTES: 1) REFER TO SHEET S0.0001 FOR GENERAL NOTES AND DETAILS INCLUDING: - ROOF & FLOOR SHEATHING PER 1/S0.001. -TYPICAL WALL FRAMING PER 2/S0.001. -ATTACHMENT OF MULTI-PLY COLUMNS & BEAMS PER 3/S0.001. -ALL TYPICAL FRAMING CONNECTIONS PER SCHEDULE ON S0.001. 2) ALL COLUMNS SHOWN SAHLL BE (2) 2x6 TYP - U.N.O. 3) ALL BEARING WALL HEADERS SHALL BE (2) 2x8, TYP - U.N.O.. 4) ALL INTERIOR & EXTERIOR BEARING WALLS ARE 2x6 STUDS AT 16"o.c., TYP - U.N.O.. 5) ALL INTERIOR & EXTERIOR BEARING WALLS SHALL BE SHEATHED PER BRACED WALL PANEL NOTES ON S0.0, TYP - U.N.O. a. SPECIAL BRACE WALL PANELS PER SCHEDULE AND PLAN b. ANY WALL OPENINGS TO BE MODIFIED SHALL BE APPROVED BY THE S.E.O.R.. 6) REFER PLANS FOR ALL HOLDOWN ANCHORS. 7) ALL COMPOSITE METAL DECK SHOWN SHALL BE ATTACHED WITH 5/8" PUDDLE WELDS IN 36/4 PATTERN TO SUPPORTING FRAMING AND SIDELAPS SHALL BE WELDED, (2) WELDS PER SPAN. 8) ALL FRAMING MATERIALS EXPOSED TO WEATHER SHALL BE PRESERVATIVE PRESSURE TREATED PER S0.0 - U.N.O.. 9) ALL FRAMING MATERIAL EXPOSED TO WEATHER SHALL BE PRESERVATIVE PRESSURE TREATED PER S0.0 - U.N.O. 10) ALL DEAD LOADS SHALL BE APPLIED TO STRUCTURE PRIOR TO INSTALLING WINDOWS & DOORS. 11) ALL DIMENSIONS SHALL BE COORDINATED WITH ARCHITECTURAL DRAWINGS AND FIELD VERIFIED BY CONTRACTOR. SPECIAL BRACED WALL PANEL SCHEDULE MARK BWP1 BWP2 BWP4 SHEATHING 7/16" PLYWOOD / OSB 7/16" PLYWOOD / OSB 7/16" PLYWOOD / OSB EDGE NAILING 8d @ 6"o.c. 8d @ 4"o.c. 8d @ 3"o.c. FIELD NAILING 8d @ 12"o.c. 8d @ 12"o.c. 8d @ 12"o.c. EDGE STUD / BLOCKING 2x6 2x6 2x6 SILL BOLTING AT FOUNDATION 5/8" AB @ 4'-0"o.c. 5/8" AB @ 4'-0"o.c. 5/8" AB @ 2'-0"o.c. SILL NAILING UPPER STORIES 16d @ 6"o.c. 16d @ 4"o.c. 16d @ 4"o.c. NOTES: 1. NAILS FOR GYP BOARD ATTACHMENT SHALL BE DRITITE OR 'COOLER' TYPE NAILS 2. NAILS FOR PLYWOOD SHALL BE COMMON NAILS. USE OF PNEUMATICALLY DRIVED NAILS IS SUBJECT TO APPROVAL BY THE BUILDING DEPARTMENT AND STRUCTURAL ENGINEER. DO NOT OVERDRIVE NAILS 3. PLYWOOD SHEATHING SHALL BE STANDARD (C-D) GRADE WITH EXTERIOR GLUE. 4. GYPSUM BOARD AND PLYWOOD TO CONFORM TO IBC TABLES 2306.4.5 AND 2306.4.1 5. INSTALL 2x CONT BLOCKING AT HORIZONTAL PANEL JOINTS/EDGES AS NEEDED FOR EDGE NAILING. 6. PROVIDE EDGE NAILING TO STUD OR POST WHERE HOLDOWNS OCCUR. SCALE: 1/4" = 1'-0"A UPPER FLOOR & LOWER ROOF FRAMING PLAN - EAST 4/5/2018 DATE: 03/30/18 REVISIONS: PROJECT #: 18.003C DRAWN BY: N.C./S.E. CHECKED BY: S.E. STRUCTURAL DESIGN www.evolvestruct.com 1040 Main Street Carbondale, CO 81623 (970) 510-0773 | | BAR X RESIDENCE110 + 112 COACH ROADASPEN, COLORADO 8161102/28/18 ACC FINAL SITE PLAN REVIEW 03/30/18 PERMIT S2.041 UPPER FLOOR AND LOWER ROOF FRAMING PLAN - WEST MATCH LINE: SEE S2.040 SEE S2.041BWP2BWP2BWP2BWP2 BWP2HSS5x5x5/16HSS4X4X5/16HSS4X4X5/16HSS5x5x5/16HSS4X4X5/16HSS4X4X5/16HSS5x5x5/16HSS4X4X5/16HSS5x5x5/16HSS5X5X3/8(5) 2x6HSS4X4X1/423/4"5'-6"2'-027/64"9'-723/64"5'-949/64"7'-1013/64" T.O. PLY = 114'-0" T.O. PLY = 113'-7 1/2" 14'-3" T.O. ROOF PLY = 111'-8 3/4" 6 S6.003 3 S6.003 1 S6.003 7 S6.003 8 S6.003 SKYLIGHT SKYLIGHT STL COL ABOVE HSS 5x5x5/16 STUB COL 5" MAX CONC TOPPING SLAB w/ 6x6 - W2.1xW2.1 WWF HSS5x5x5/16STL COLABOVE - TYP(3) 7 1/4" LVL HIGH(2) 14" LVLLOW(3) 7 1/4" LVL W12X87 - CANT'DW12X30 - (T.O. STL = 113'-9 3/4") W12X50 W12X72 - (T.O. STL = 113'-9 3/4") TYP U.N.O.W12X22 - CONTW12X40W12X30 W12X22 W12X30 W12X30 - CONT W10X30 - (T.O. STL 112'-7 3/4")W10X30 - (T.O. STL = 112'-7 3/4") W10X88 - (T.O. STL = 113'-8 1/4")W10X88 - (T.O. STL = 113'-8 1/4")W12X19 - (T.O. STL = 111'-6 1/2")W12X72 - CANT'D (T.O. STL = 111'-6 1/2")W12X72 - CANT'D (T.O. STL = 111'-6 1/2")W12X26 - (111'-6 1/2")14" TJI 210 OR 14" P.E. TRUSSES @ 16"o.c.W12X26 9 1/2" LVL @ 12"o.c. W12X19 - (T.O. STL = 111'-6 1/2") W12X19 W12X19W10X30 - (T.O. STL = 113'-8 1/4")T.O. CONC = 113'-9 3/4" 5 S6.003 STL COL ABOVEW12X26 - CONTC C D D E E G G B B F F C C D D E E G G 1 2 B B F F A A 5 A A 3 4 6 5 ROOF & FLOOR FRAMING NOTES: 1) REFER TO SHEET S0.0001 FOR GENERAL NOTES AND DETAILS INCLUDING: - ROOF & FLOOR SHEATHING PER 1/S0.001. -TYPICAL WALL FRAMING PER 2/S0.001. -ATTACHMENT OF MULTI-PLY COLUMNS & BEAMS PER 3/S0.001. -ALL TYPICAL FRAMING CONNECTIONS PER SCHEDULE ON S0.001. 2) ALL COLUMNS SHOWN SAHLL BE (2) 2x6 TYP - U.N.O. 3) ALL BEARING WALL HEADERS SHALL BE (2) 2x8, TYP - U.N.O.. 4) ALL INTERIOR & EXTERIOR BEARING WALLS ARE 2x6 STUDS AT 16"o.c., TYP - U.N.O.. 5) ALL INTERIOR & EXTERIOR BEARING WALLS SHALL BE SHEATHED PER BRACED WALL PANEL NOTES ON S0.0, TYP - U.N.O. a. SPECIAL BRACE WALL PANELS PER SCHEDULE AND PLAN b. ANY WALL OPENINGS TO BE MODIFIED SHALL BE APPROVED BY THE S.E.O.R.. 6) REFER PLANS FOR ALL HOLDOWN ANCHORS. 7) ALL COMPOSITE METAL DECK SHOWN SHALL BE ATTACHED WITH 5/8" PUDDLE WELDS IN 36/4 PATTERN TO SUPPORTING FRAMING AND SIDELAPS SHALL BE WELDED, (2) WELDS PER SPAN. 8) ALL FRAMING MATERIALS EXPOSED TO WEATHER SHALL BE PRESERVATIVE PRESSURE TREATED PER S0.0 - U.N.O.. 9) ALL FRAMING MATERIAL EXPOSED TO WEATHER SHALL BE PRESERVATIVE PRESSURE TREATED PER S0.0 - U.N.O. 10) ALL DEAD LOADS SHALL BE APPLIED TO STRUCTURE PRIOR TO INSTALLING WINDOWS & DOORS. 11) ALL DIMENSIONS SHALL BE COORDINATED WITH ARCHITECTURAL DRAWINGS AND FIELD VERIFIED BY CONTRACTOR. SPECIAL BRACED WALL PANEL SCHEDULE MARK BWP1 BWP2 BWP4 SHEATHING 7/16" PLYWOOD / OSB 7/16" PLYWOOD / OSB 7/16" PLYWOOD / OSB EDGE NAILING 8d @ 6"o.c. 8d @ 4"o.c. 8d @ 3"o.c. FIELD NAILING 8d @ 12"o.c. 8d @ 12"o.c. 8d @ 12"o.c. EDGE STUD / BLOCKING 2x6 2x6 2x6 SILL BOLTING AT FOUNDATION 5/8" AB @ 4'-0"o.c. 5/8" AB @ 4'-0"o.c. 5/8" AB @ 2'-0"o.c. SILL NAILING UPPER STORIES 16d @ 6"o.c. 16d @ 4"o.c. 16d @ 4"o.c. NOTES: 1. NAILS FOR GYP BOARD ATTACHMENT SHALL BE DRITITE OR 'COOLER' TYPE NAILS 2. NAILS FOR PLYWOOD SHALL BE COMMON NAILS. USE OF PNEUMATICALLY DRIVED NAILS IS SUBJECT TO APPROVAL BY THE BUILDING DEPARTMENT AND STRUCTURAL ENGINEER. DO NOT OVERDRIVE NAILS 3. PLYWOOD SHEATHING SHALL BE STANDARD (C-D) GRADE WITH EXTERIOR GLUE. 4. GYPSUM BOARD AND PLYWOOD TO CONFORM TO IBC TABLES 2306.4.5 AND 2306.4.1 5. INSTALL 2x CONT BLOCKING AT HORIZONTAL PANEL JOINTS/EDGES AS NEEDED FOR EDGE NAILING. 6. PROVIDE EDGE NAILING TO STUD OR POST WHERE HOLDOWNS OCCUR. SCALE: 1/4" = 1'-0"A UPPER FLOOR & LOWER ROOF FRAMING PLAN - WEST 4/5/2018 DATE: 03/30/18 REVISIONS: PROJECT #: 18.003C DRAWN BY: N.C./S.E. CHECKED BY: S.E. STRUCTURAL DESIGN www.evolvestruct.com 1040 Main Street Carbondale, CO 81623 (970) 510-0773 | | BAR X RESIDENCE110 + 112 COACH ROADASPEN, COLORADO 8161102/28/18 ACC FINAL SITE PLAN REVIEW 03/30/18 PERMIT S2.050 UPPER ROOF FRAMING PLANBWP4BWP1 BWP1 BWP1BWP2HSS3-1/2X3-1/2X3/8HSS3-1/2X3-1/2X3/8HSS5X3X3/8(3) 2x6(3) 2x6(3) 2x6(3) 2x6(3) 2x6(3) 2x6(3) 2x6(3) 2x6HSS3X3X5/16HSS3-1/2X3-1/2X3/8HSS3-1/2X3-1/2X3/8HSS3-1/2X3-1/2X3/8HSS3X3X5/16HSS3X3X5/16HSS3X3X5/16HSS3-1/2X3-1/2X3/8HSS3-1/2X3-1/2X3/8HSS3X3X5/16HSS3-1/2X3-1/2X3/8HSS3-1/2X3-1/2X3/83'-51/32"2'-103/4"2'-103/4"2'-103/4"3'-525/64"4'-35/64"6'-51/2"23/4"1'-11" T.O. PLY = 123'-9 5/8" T.O. STL = 128'-8 3/4" T.O. PLY = SLOPE PER ARCH T.O. STL = 127'-4 1/4" 2 S6.004 1 S6.004 3 S6.004 6 S6.004 5 S6.004 SHEATH ALL EXTERIOR WALLS PER BWP1 - TYP U.N.O. 11 7/8" LVL LEDGER w/ 3/4" TITEN HD @ 12"o.c. STAGG - EMBED 6" MIN EMBED PL 3/4 x 12 x 1'-0" w/ (4) 3/4" x 6" WHS @ 8"o.c.- TYP @ 2 BENT PL 1/4 x 8 x 0'- 8" HIGH CAP w/ (4) 1/4" x 2 1/2" SDS SCREWS EA SIDE HSS4X4X1/4STUB COLW12X30W12X22 - SLOPED (HIGH)W12X50 - SLOPED CONTW12X26 - SLOPEDW10X26 - (T.O. STL = 123'-7 3/8") W12X65 W12X65 W10X15 - (T.O. STL = 123'-7 3/8")11 7/8" TJI 210 210 @ 24"o.c.W10X26 - (T.O. STL = 123'-7 3/8")W10X15 - (T.O. STL = 123/-7 3/8"))W12X65 W12X65 HSS5X3X1/2 (LLH) - MID HT & SILL TYP W12X65 - SLOPED CONTW10X22W10X2211 7/8" LVL14" TJI 560 @ 24"o.c. 14" TJI 560 @ 16"o.c.(2) 11 7/8"LVL - CONTW12X30 - CONT W12X65 W12X65 W12X65 W12X65 W12X65 W12X65W10X15 - (T.O. STL = 123'-7 3/8")2'-21/2"4 S6.004 SPECIAL BRACED WALL PANEL SCHEDULE MARK BWP1 BWP2 BWP4 SHEATHING 7/16" PLYWOOD / OSB 7/16" PLYWOOD / OSB 7/16" PLYWOOD / OSB EDGE NAILING 8d @ 6"o.c. 8d @ 4"o.c. 8d @ 3"o.c. FIELD NAILING 8d @ 12"o.c. 8d @ 12"o.c. 8d @ 12"o.c. EDGE STUD / BLOCKING 2x6 2x6 2x6 SILL BOLTING AT FOUNDATION 5/8" AB @ 4'-0"o.c. 5/8" AB @ 4'-0"o.c. 5/8" AB @ 2'-0"o.c. SILL NAILING UPPER STORIES 16d @ 6"o.c. 16d @ 4"o.c. 16d @ 4"o.c. NOTES: 1. NAILS FOR GYP BOARD ATTACHMENT SHALL BE DRITITE OR 'COOLER' TYPE NAILS 2. NAILS FOR PLYWOOD SHALL BE COMMON NAILS. USE OF PNEUMATICALLY DRIVED NAILS IS SUBJECT TO APPROVAL BY THE BUILDING DEPARTMENT AND STRUCTURAL ENGINEER. DO NOT OVERDRIVE NAILS 3. PLYWOOD SHEATHING SHALL BE STANDARD (C-D) GRADE WITH EXTERIOR GLUE. 4. GYPSUM BOARD AND PLYWOOD TO CONFORM TO IBC TABLES 2306.4.5 AND 2306.4.1 5. INSTALL 2x CONT BLOCKING AT HORIZONTAL PANEL JOINTS/EDGES AS NEEDED FOR EDGE NAILING. 6. PROVIDE EDGE NAILING TO STUD OR POST WHERE HOLDOWNS OCCUR. ROOF & FLOOR FRAMING NOTES: 1) REFER TO SHEET S0.0001 FOR GENERAL NOTES AND DETAILS INCLUDING: - ROOF & FLOOR SHEATHING PER 1/S0.001. -TYPICAL WALL FRAMING PER 2/S0.001. -ATTACHMENT OF MULTI-PLY COLUMNS & BEAMS PER 3/S0.001. -ALL TYPICAL FRAMING CONNECTIONS PER SCHEDULE ON S0.001. 2) ALL COLUMNS SHOWN SAHLL BE (2) 2x6 TYP - U.N.O. 3) ALL BEARING WALL HEADERS SHALL BE (2) 2x8, TYP - U.N.O.. 4) ALL INTERIOR & EXTERIOR BEARING WALLS ARE 2x6 STUDS AT 16"o.c., TYP - U.N.O.. 5) ALL INTERIOR & EXTERIOR BEARING WALLS SHALL BE SHEATHED PER BRACED WALL PANEL NOTES ON S0.0, TYP - U.N.O. a. SPECIAL BRACE WALL PANELS PER SCHEDULE AND PLAN b. ANY WALL OPENINGS TO BE MODIFIED SHALL BE APPROVED BY THE S.E.O.R.. 6) REFER PLANS FOR ALL HOLDOWN ANCHORS. 7) ALL COMPOSITE METAL DECK SHOWN SHALL BE ATTACHED WITH 5/8" PUDDLE WELDS IN 36/4 PATTERN TO SUPPORTING FRAMING AND SIDELAPS SHALL BE WELDED, (2) WELDS PER SPAN. 8) ALL FRAMING MATERIALS EXPOSED TO WEATHER SHALL BE PRESERVATIVE PRESSURE TREATED PER S0.0 - U.N.O.. 9) ALL FRAMING MATERIAL EXPOSED TO WEATHER SHALL BE PRESERVATIVE PRESSURE TREATED PER S0.0 - U.N.O. 10) ALL DEAD LOADS SHALL BE APPLIED TO STRUCTURE PRIOR TO INSTALLING WINDOWS & DOORS. 11) ALL DIMENSIONS SHALL BE COORDINATED WITH ARCHITECTURAL DRAWINGS AND FIELD VERIFIED BY CONTRACTOR. SCALE: 1/4" = 1'-0"A UPPER ROOF FRAMING PLAN C C D D E E G G B B F F C C D D E E G G 1 2 B B F F A A 5 A A 3 4 6 5 4/5/2018 DATE: 03/30/18 REVISIONS: PROJECT #: 18.003C DRAWN BY: N.C./S.E. CHECKED BY: S.E. STRUCTURAL DESIGN www.evolvestruct.com 1040 Main Street Carbondale, CO 81623 (970) 510-0773 | | BAR X RESIDENCE110 + 112 COACH ROADASPEN, COLORADO 8161102/28/18 ACC FINAL SITE PLAN REVIEW 03/30/18 PERMIT S2.060 ADU FOUNDATION PLAN 4'-0"2'-6"4'-01/2"4'-6" 1'-0" 1'-6" 3'-6"15'-0"3'-0" 1'-0" 1'-0"3'-0"1'-0"11'-111/2"13'-01/2"12'-0"26'-10"7'-8" 10'-0"10'-0"4'-8" 3'-81/4"23/4"T.O. SLAB = 106'-6" T.O. SLAB = 99'-9" 5 S6.006 TYP SLAB ON GRADE 4" CONCRETE SLAB ON INSUL PER ARCH ON APPROVED NATIVE OR PREPARED SUBGRADE PER GEOTECH REPORT. REINFORCE SLAB WITH 6x6-W2.1xW2.1 WWF OR #3 @ 12"o.c. EA WAY - CENTERED. PROVIDE 1 1/4" DEEP SAW-CUT CONTROL JOINTS @ 12'-0"o.c. MAX EA WAY - TYP 16" DIAM CONC PEDESTAL w/ (4) # 6 VERT & #3 TIES @ 10"o.c. 12" DIAM CONC PEDESTAL w/ (4) # 5 VERT & #3 TIES @ 10"o.c. - TYP @ 2 8" CONC RET WALL w/ #5 @12"o.c. EA WAY CTRD10"o.c. 2'-0" W x 12" DP CONC FTG w/ (3) #5 CONT BOT 8" CONC FDN WALL w/ #5 @ 12"o.c. EA WAY CTRD - TYP U.N.O. CONC STAIR ON GRADE 12" CONC RET WALL w/ #7 DOWELS @ EA VERT RE: X/SX.X 16" CONC FTG w/ #5 @ 10"o.c. EA WAY T&B 14" CONC FTG w/ #5 @ 12"o.c. EA WAY T&B 12" CONC RET WALL w/ #6 DOWELS @ EA VERT RE: X/SX.X 14" CONC FTG w/ #5 @ 12"o.c. EA WAY T&B TYP 12" CONC RET WALL w/ #5 DOWELS @ EA VERT RE: X/SX.X T.O. WALL SLOPES COL FROM ABOVE w/ CB66 POST BASE - TYP @ 2 EMBED PL 3/4 x 10 x 0'-10" w/ (4) 3/4" x 6" LONG WHS @ 6"o.c. F4.0 F3.0 F3.0 T.O. FTG = 97'-0"T.O. FTG = 103'-0" T.O. FTG = 105'-0" T.O. FTG = 99'-0" T.O. FTG = 93'-0" T.O. FTG = 97'-0" T.O. FTG = 99'-6" T.O. FTG = 99'-0"T.O. FTG = 103'-0" T.O. FTG = 96'-0" T.O. FTG = 97'-6" T.O. FTG = 99'-6" T.O. FTG = 98'-0" T.O. FTG = 96'-0" T.O. FTG = 97'-0" T.O. FTG = 103'-0"12'-35/8"7'-83/8"4'-763/64"12'-41/64"9'-10"3'-7"12'-9" T.O. SILL = 99'-5" T.O. WALL = 111'-3 3/4" TYP U.N.O. T.O. WALL = 111'-9" T.O. WALL = 111'-9" T.O. WALL = 108'-0" T.O. WALL = 108'-0" T.O. WALL = 106'-6" T.O. WALL = 105'-0" T.O. CONC = 106'-6" TYP @ 3 T.O. WALL = 110'-9" X.A X.B X.C X.D X.1 X.1 X.2 X.2 X.3 X.3 X.4 X.4 X.A X.B X.C X.D X.1 X.1 X.2 X.2 X.3 X.3 X.4 X.4 CONCRETE FOOTING SCHEDULE MARK F3.0 F4.0 F5.0 F6.0 SIZE 3'-0" SQ x 12" DP 4'-0" SQ x 12" DP 5'-0" SQ x 14" DP 6'-0" SQ x 14" DP REINFORCING (4) #5 EA WAY BOT (5) #5 EA WAY BOT (6) #5 EA WAY BOT (7) #6 EA WAY BOT FOUNDATION NOTES: 1) REFER TO SHEET S0.001 FOR GENERAL NOTES. 2) SEE FRAMING PLANS ABOVE FOR COLUMN & POST LOCATIONS & SIZES 3) CONCRETE FOOTINGS & SLABS SHALL BE PER PLAN. 4) ALL CONCRETE WALLS SHALL BE CENTERED ON FOOTINGS - U.N.O. 5) SEE 4/S0.001 FOR ALL CONCRETE REINFORCING STANDARD HOOKS & BENDS. 6) PROPER SURFACE & BELOW GRADE PERIMETER DRAINAGE SHALL BE INSTALLED PER THE CIVIL & GEOTECHNICAL ENGINEERING RECOMMENDATIONS TO RELIEVE FOUNDATION WALLS FROM HYDROSTATIC PRESSURES. 7) REFER TO SHEET S6.001 FOR TYPICAL CONRETE DETAILS. 8) DO NOT PLACE BACKFILL AGAINST BASEMENT WALLS UNTIL ADEQUATE TEMPORARY SHORING IS INSTALLED. 9) ALL DIMENSIONS SHALL BE COORDINATED WITH ARCHITECTURAL DRAWINGS AND FIELD VERIFIED BY CONTRACTOR. 10) SOILS CONDITIONS TO BE VERIFIED IN FIELD AT OPEN HOLE BY SOILS ENGINEER PER FOUNDATION NOTES ON S0.0. 11) ANCHOR ALL SILL PLATES TO TOP OF CONCRETE WITH 5/8" DIAMETER ANCHOR BOLTS WITH A MINIMUM 7" EMBEDMENT AT 4'-0"o.c. MAXIMUM. 2 ANCHORS MINIMUM PER PLATE, 3" FROM EACH END, U.N.O. REFER TO BWP SCHEDULE FOR ATYPICAL A.B.'S AND SPACINGS. 12) REFER TO PLANS AND SCHEDULE FOR ALL HOLDOWN ANCHORS BETWEEN FRAMING AND INTO CONCRETE. REFER TO PLANS ABOVE FOR SPECIFICATIONS. 13) ISOLATE ALL SLABS-ON-GRADE FROM STRUCUTRAL ELEMENTS WITH EXPANSION JOINT MATERIAL - U.N.O. SCALE: 1/4" = 1'-0"A ADU FOUNDATION PLAN 4/5/2018 DATE: 03/30/18 REVISIONS: PROJECT #: 18.003C DRAWN BY: N.C./S.E. CHECKED BY: S.E. STRUCTURAL DESIGN www.evolvestruct.com 1040 Main Street Carbondale, CO 81623 (970) 510-0773 | | BAR X RESIDENCE110 + 112 COACH ROADASPEN, COLORADO 8161102/28/18 ACC FINAL SITE PLAN REVIEW 03/30/18 PERMIT S2.061 ADU MAIN FLOOR FRAMING PLAN T.O. PLY = 111'-6" 9 S6.006 7 S6.006 6 S6.006 EMBED PL 3/4 x 8 x 1'-0" w/ (6) 3/4" WHS x 8" LONG @ 4"o.c. EMBED PL 3/4 x 8 x 1'-0" w/ (6) 3/4" WHS x 8" LONG @ 4"o.c. (4) #4 VERT HAIRPINS x 3'-0" @ 4"o.c.@ EMBED (4) #4 VERT HAIRPINS x 3'-0" @ 4"o.c.@ EMBED HSS5X5X1/2CANT'D COLHSS5X5X1/2CANT'D COL(4) 16" LVL - DROPPED, 2 SPAN W8X24 - (T.O. STL = 111'-2 1/4")W8X28 - CANT'D (T.O. STL = 111'-2 1/4")11 7/8" TJI 210 @ 16"o.c.9 1/2" LVL @ 16"o.c.W8X24 - CONT (T.O. STL = 111'-2 1/4")11 7/8" TJI 210 @ 16"o.c. - 2 SPANW8X28 - CANT'D (T.O. STL = 111'-2 1/4") (4) 16" LVL - DROPPED, 2 SPAN T.O. PLY = 111'-3" 8 S6.006 EMBED PL 3/4 x 8 x 1'-4" w/ (4) 3/4" x 6" WHS - TYP @ COL U.N.O. CORNER EMBED PL 3/4 x 12 EA LEG w/ (4) 3/4" x 6" WHS - TYP @ 5 6x6 COL w/ CCQ7.1-6SDS2.5 CAP - TYP @ 2 STL COL THROUGH w/ BOLTED BM CONN 4" x 8" BM POCKET w/ 2x4 SILL - TYP @ 4 BM POCKET THROUGH FOR CANT'D BM W8x15 PACKOUT SIDES OF BM AT POCKET w/ P.T. BLK'G X.A X.B X.C X.D X.1 X.1 X.2 X.2 X.3 X.3 X.4 X.4 X.A X.B X.C X.D X.1 X.1 X.2 X.2 X.3 X.3 X.4 X.4 ROOF & FLOOR FRAMING NOTES: 1) REFER TO SHEET S0.0001 FOR GENERAL NOTES AND DETAILS INCLUDING: - ROOF & FLOOR SHEATHING PER 1/S0.001. -TYPICAL WALL FRAMING PER 2/S0.001. -ATTACHMENT OF MULTI-PLY COLUMNS & BEAMS PER 3/S0.001. -ALL TYPICAL FRAMING CONNECTIONS PER SCHEDULE ON S0.001. 2) ALL COLUMNS SHOWN SAHLL BE (2) 2x6 TYP - U.N.O. 3) ALL BEARING WALL HEADERS SHALL BE (2) 2x8, TYP - U.N.O.. 4) ALL INTERIOR & EXTERIOR BEARING WALLS ARE 2x6 STUDS AT 16"o.c., TYP - U.N.O.. 5) ALL INTERIOR & EXTERIOR BEARING WALLS SHALL BE SHEATHED PER BRACED WALL PANEL NOTES ON S0.0, TYP - U.N.O. a. SPECIAL BRACE WALL PANELS PER SCHEDULE AND PLAN b. ANY WALL OPENINGS TO BE MODIFIED SHALL BE APPROVED BY THE S.E.O.R.. 6) REFER PLANS FOR ALL HOLDOWN ANCHORS. 7) ALL COMPOSITE METAL DECK SHOWN SHALL BE ATTACHED WITH 5/8" PUDDLE WELDS IN 36/4 PATTERN TO SUPPORTING FRAMING AND SIDELAPS SHALL BE WELDED, (2) WELDS PER SPAN. 8) ALL FRAMING MATERIALS EXPOSED TO WEATHER SHALL BE PRESERVATIVE PRESSURE TREATED PER S0.0 - U.N.O.. 9) ALL FRAMING MATERIAL EXPOSED TO WEATHER SHALL BE PRESERVATIVE PRESSURE TREATED PER S0.0 - U.N.O. 10) ALL DEAD LOADS SHALL BE APPLIED TO STRUCTURE PRIOR TO INSTALLING WINDOWS & DOORS. 11) ALL DIMENSIONS SHALL BE COORDINATED WITH ARCHITECTURAL DRAWINGS AND FIELD VERIFIED BY CONTRACTOR. SCALE: 1/4" = 1'-0"A ADU MAIN LEVEL FRAMING PLAN 4/5/2018 DATE: 03/30/18 REVISIONS: PROJECT #: 18.003C DRAWN BY: N.C./S.E. CHECKED BY: S.E. STRUCTURAL DESIGN www.evolvestruct.com 1040 Main Street Carbondale, CO 81623 (970) 510-0773 | | BAR X RESIDENCE110 + 112 COACH ROADASPEN, COLORADO 8161102/28/18 ACC FINAL SITE PLAN REVIEW 03/30/18 PERMIT S2.062 ADU ROOF FRAMING PLAN HSS3-1/2X3-1/2X3/8HSS3-1/2X3-1/2X3/8HSS3-1/2X3-1/2X3/8HSS3-1/2X3-1/2X3/8HSS3-1/2X3-1/2X3/8HSS3-1/2X3-1/2X3/8HSS3-1/2X3-1/2X3/8HSS5X5X1/4(3) 2x6(4) 2x6(3) 2x6BWP1 HSS3-1/2X3-1/2X3/8H S S 3-1/2X3-1/2X3/8 HSS3-1/2X3-1/2X3/8W12X35 - CONT, CANT'D W12X22 - (T.O. STL = 122'-3 1/2") W12X35 - CONT (T.O. STL = 122'-3 1/2") (3) 14" LVL - CONT 14" TJI 360 @ 16"o.c.14" TJI 360 @ 16"o.c.W12X22- SLOPEDW12X22- (T.O. STL =122'-3 1/2") TYP @ 2W12X22- SLOPED4 S6.006 3 S6.006 2 S6.006 1 S6.006 T.O. PLY = 126'-5 3/4" T.O. PLY = 125'-5 1/4" ADD'L 14" TJI 360 @ 24"o.c. LOW THIS BAY BENT PL 1/4 x 8 x 0'- 8" HIGH CAP w/ (4) 1/4" x 2 1/2" SDS SCREWS EA SIDE HSS5X3X1/2 - MID HT (LLH)HSS5X3X1/2 - MID HT (LLH)HSS5X3X1/2 - MID HT (LLH)HSS5X3X1/2 - MID HT (LLH)ITS HGRLSSU HGRT.O. PLY = 122'-5 3/4" X.A X.B X.C X.D X.1 X.1 X.2 X.2 X.3 X.3 X.4 X.4 X.A X.B X.C X.D X.1 X.1 X.2 X.2 X.3 X.3 X.4 X.4 ROOF & FLOOR FRAMING NOTES: 1) REFER TO SHEET S0.0001 FOR GENERAL NOTES AND DETAILS INCLUDING: - ROOF & FLOOR SHEATHING PER 1/S0.001. -TYPICAL WALL FRAMING PER 2/S0.001. -ATTACHMENT OF MULTI-PLY COLUMNS & BEAMS PER 3/S0.001. -ALL TYPICAL FRAMING CONNECTIONS PER SCHEDULE ON S0.001. 2) ALL COLUMNS SHOWN SAHLL BE (2) 2x6 TYP - U.N.O. 3) ALL BEARING WALL HEADERS SHALL BE (2) 2x8, TYP - U.N.O.. 4) ALL INTERIOR & EXTERIOR BEARING WALLS ARE 2x6 STUDS AT 16"o.c., TYP - U.N.O.. 5) ALL INTERIOR & EXTERIOR BEARING WALLS SHALL BE SHEATHED PER BRACED WALL PANEL NOTES ON S0.0, TYP - U.N.O. a. SPECIAL BRACE WALL PANELS PER SCHEDULE AND PLAN b. ANY WALL OPENINGS TO BE MODIFIED SHALL BE APPROVED BY THE S.E.O.R.. 6) REFER PLANS FOR ALL HOLDOWN ANCHORS. 7) ALL COMPOSITE METAL DECK SHOWN SHALL BE ATTACHED WITH 5/8" PUDDLE WELDS IN 36/4 PATTERN TO SUPPORTING FRAMING AND SIDELAPS SHALL BE WELDED, (2) WELDS PER SPAN. 8) ALL FRAMING MATERIALS EXPOSED TO WEATHER SHALL BE PRESERVATIVE PRESSURE TREATED PER S0.0 - U.N.O.. 9) ALL FRAMING MATERIAL EXPOSED TO WEATHER SHALL BE PRESERVATIVE PRESSURE TREATED PER S0.0 - U.N.O. 10) ALL DEAD LOADS SHALL BE APPLIED TO STRUCTURE PRIOR TO INSTALLING WINDOWS & DOORS. 11) ALL DIMENSIONS SHALL BE COORDINATED WITH ARCHITECTURAL DRAWINGS AND FIELD VERIFIED BY CONTRACTOR. SCALE: 1/4" = 1'-0"A ADU ROOF FRAMING PLAN 4/5/2018 DATE: 03/30/18 REVISIONS: PROJECT #: 18.003C DRAWN BY: N.C./S.E. CHECKED BY: S.E. STRUCTURAL DESIGN www.evolvestruct.com 1040 Main Street Carbondale, CO 81623 (970) 510-0773 | | BAR X RESIDENCE110 + 112 COACH ROADASPEN, COLORADO 8161102/28/18 ACC FINAL SITE PLAN REVIEW 03/30/18 PERMIT S6.001 FND SECTIONS & DETAILS PER PLAN T.O. FTG = PER PLAN FDN DRAIN & SUBGRADE AS REQ'D CONT RIPPED P.T. SILL PL w/ ATTACHMENT PER NOTES ON S2.001 CONC PIER w/ REINF PER PLAN SUBGRADE PER GEOTECH CONC SLAB PER PLAN EXP JOINT MAT'L - TYP FINISH PER ARCH 1" LEVELING GROUT CONC WALL w/ REINF PER PLAN INSUL PER PLAN FTG PER PLAN COL & BASE PLATE PER PLAN LEDGER PER PLAN (3) TIES @ 2"o.c. AT TOP PER PLANPER PLANPER PLANT.O. FTG = PER PLAN FDN DRAIN & GRAVEL AS REQ'D CONC SLAB PER PLAN EXP JOINT MAT'L - TYP CONC WALL w/ REINF PER PLAN #5 DOWEL x 3'-0" AT EA VERT - TYP w/ STD HOOK PER PLAN SUBGRADE PER GEOTECH INSUL PER PLAN PER PLAN PER PLAN CONC SLAB PER PLAN EXP JOINT MAT'L - TYP T.O. FTG = PER PLAN FDN DRAIN & GRAVEL AS REQ'D GRAVEL PER GEOTECH INSUL PER PLAN PER PLAN T.O. FTG = PER PLAN FDN DRAIN & SUBGRADE AS REQ'D SUBGRADE PER GEOTECH CONC SLAB PER PLAN EXP JOINT MAT'L - TYP INSUL PER PLAN CONC ON PLYWOOD DECK PER PLANFINISH PER ARCH BM PER PLAN CONC WALL w/ REINF PER PLAN SUBGRADE PER GEOTECH CONC SLAB PER PLAN EXP JOINT MAT'L - TYP LVL LEDGER w/ CONN PER PLAN PER PLANPER PLANPER PLANPER PLAN PER PLANSUBGRADE PER GEOTECH CONC SLAB PER PLAN EXP JOINT MAT'L - TYP INSUL PER PLAN SUBGRADE PER GEOTECH CONC SLAB PER PLAN EXP JOINT MAT'L - TYP INSUL PER PLAN FINISH PER ARCH BM PER PLAN T.O. FTG = PER PLAN PER PLANDROPPED STEEL FRAMING AT OUTDOOR PATIO - TYP PL 3/8 x 3 1/2" w/ (2) 3/4" DIA BOLTS @ 3"o.c. - TYP @ W10 U.N.O. PL 3/8 x 3 1/2" w/ (2) 3/4" DIA BOLTS @ 3"o.c. - TYP @ W10 U.N.O. FLOOR SHTG & NAILING PER S0.001 CONC WALL w/ REBAR PER PLAN FINISH PER ARCH BM w/ TOP PL & PACKOUTS PER 4/S6.011 TYP EMBED PL PER PLAN PL 3/8 x 3 1/2" w/ (2) 3/4" DIA BOLTS @ 3"o.c. - TYP @ W10 U.N.O. ADD'L REINF PER PLAN FLOOR SHTG & NAILINGPER S0.001 CONC WALL w/ REINF PER PLAN EXP JOINT MAT'L - TYP FINISH PER ARCH BM PER PLAN TYP RIGID INSUL PER ARCH TYP EMBED PL PER PLAN PL 3/8 x 3 1/2" w/ (2) 3/4" DIA BOLTS @ 3"o.c. - TYP @ W10 & W8 U.N.O. CONC ON PLYWOOD DECK PER PLAN FLOOR SHTG & NAILINGPER S0.001 FINISH PER ARCH BM w/ TOP PL PER PLAN BM w/ TOP PL PER PLAN COL PER PLAN w/ TYP BEARING PL STIFFENER PL 3/8 PL 3/8 x 3 1/2" w/ (2) 3/4" DIA BOLTS @ 3"o.c. - TYP @ W10 & W8 BMS U.N.O. PER PLAN FLOOR SHTG & NAILING PER S0.001CONC SLAB PER PLAN w/ CNTR DRAIN PER ARCH EXP JOINT MAT'L - TYP FINISH PER ARCH JOIST & HANGER PER PLAN LVL LEDGER PER PLAN OPENING PER ARCH SLOPED TOP OF CONC WALL w/ REBAR PER PLAN CONC WALL w/ REBAR PER PLAN WINDOW SILL PER PLAN FLOOR SHTG & NAILING PER S0.001 FINISH PER ARCH BM w/ TOP PL & PACKOUTS PER 4/S6.011 JOISTS w/ HANGERS PER PLAN FLOOR SHTG & NAILING PER S0.001 FINISH PER ARCH WALL FINISH PER ARCH BM w/ TOP PL PER PLAN BM w/ TOP PL PER PLAN BM w/ TOP PL PER PLAN PL 3/8 x 3 1/2" w/ (3) 3/4" DIA BOLTS @ 3"o.c. - TYP U.N.O. COL PER PLAN STL COL w/ BP PER PLAN ON 1" LEVELLING GROUT - TYP U.N.O. SUBGRADE PER GEOTECH RECOMMENDATIONS CONC FTG PER PLAN COL PER PLAN FLOOR SHTG & NAILING PER S0.001 FINISH PER ARCH RAFTERS w/ HANGERS PER PLAN LVL LEDGER w/ CONN PER PLAN 2'-0" MIN TYP2'-0" MAX1'-0" TYP 2'-0" MIN TYP WALL FTG PER PLAN WALL FTG PER PLAN #5 x 4'-0" DIAG, E.F. AT TOP OF WALL AND BOT OF WALL STEPS - TYP #5 x 4'-0" DIAG, E.F. AT TOP OF WALL AND BOT OF WALL STEPS - TYP 2'-6" MIN SCALE: 3/4" = 1'-0"1 TYP FDN WALL w/ PIER RE: S2.010 SCALE: 3/4" = 1'-0"2 TYP FDN WALL DETAIL RE: S2.011 SCALE: 3/4" = 1'-0"3 EGRESS WELL SLAB RE: S2.011 SCALE: 3/4" = 1'-0"4 TYP FDN DETAIL RE: S2.011 SCALE: 3/4" = 1'-0"5 INNER FDN WALL DETAIL RE: S2.010 SCALE: 3/4" = 1'-0"6 BM TO WALL CONN RE: S2.021 SCALE: 3/4" = 1'-0"7 LOWER SEATING AREA RE: S2.020 SCALE: 3/4" = 1'-0"8 TYP BM COL CONN RE: S2.020 SCALE: 3/4" = 1'-0"9 EGRESS WELL OPENING RE: S2.021 SCALE: 3/4" = 1'-0"11 TYP LOWER FLR RE: S2.021 SCALE: 3/4" = 1'-0"12 TYP LOWER STL BM COL CONN RE: S2.021 SCALE: 3/4" = 1'-0"13 TYP CONC PAD RE: S2.011 SCALE: 3/4" = 1'-0"14 TYP DIAPH TO WALL CONN RE: S2.020 SCALE: 3/4" = 1'-0"15 TYP STEPPED FTG 4/5/2018 DATE: 03/30/18 REVISIONS: PROJECT #: 18.003C DRAWN BY: N.C./S.E. CHECKED BY: S.E. STRUCTURAL DESIGN www.evolvestruct.com 1040 Main Street Carbondale, CO 81623 (970) 510-0773 | | BAR X RESIDENCE110 + 112 COACH ROADASPEN, COLORADO 8161102/28/18 ACC FINAL SITE PLAN REVIEW 03/30/18 PERMIT S6.002 MAIN FLOOR SECTIONS & DETAILS SHTG & NAILING PER S0.001 JOIST w/ HANGERS PER PLAN OPENING PER ARCH JOIST PER PLAN OPENING PER ARCH FINISH PER ARCH FULL HEIGHT 2x OR LSL BLKG IN FIRST BAY @ 24"o.c. BM w/ TOP PL & PACKOUTS PER 4/S6.011 LVL LEDGER FLOOR SHTG & NAILING PER S0.001 OPENING PER ARCH FINISH PER ARCH BM w/ TOP PL & PACKOUTS PER 4/S6.011 RAFTERS w/ HANGERS PER PLAN BM PER PLANBM PER PLANBM PER PLAN CONC ON METAL DECK PER PLAN EXP JOINT MAT'L - TYP FINISH PER ARCH CONC TOPPING SLAB PER PLAN (SLOPE PER ARCH) COL PER PLAN W/ TYP BEARING PL WATERPROOFING & TAPERED INSULATION AS REQ'D 4" CONC CURB w/ #4 DOWELS @ 24"o.c. VERT & (2) #4 CONT HORIZ WALL FINISH PER ARCH CONC TOPPING SLAB PER PLAN (SLOPE PER ARCH) WATERPROOFING & TAPERED INSULATION AS REQ'D PER ARCH CONC ON METAL DECK PER PLAN BM PER PLAN COL w/ EMBED PL PER PLAN WALL FINISH PER ARCH SLOPED CONC SLAB PER PLAN WATERPROOFING & INSULATION AS REQ'D PER ARCH CONC ON METAL DECK PER PLAN CONC WALL w/ REBAR PER PLAN LEDGER ANGLE PER PLAN CURB BEYOND BM w/ STIFFENER PL 3/8 EA SIDE PER PLAN STEEL SHIM PL AS REQ'DFINISH PER ARCH CONC CURB BEYOND FINISH PER ARCH CONC TOPPING SLAB PER PLAN (SLOPE PER ARCH) WATERPROOFING & TAPERED INSULATION AS REQ'D PER ARCH CONC ON METAL DECK PER PLAN JOIST w/ HANGER PER PLAN (2) 3/4" x 6" WELDED HEADED STUDS @ 18"o.c. - TYP BM w/ STIFFENER PER PLAN CONC WALL PER PLAN TOPPING SLAB PER PLAN 10" CONC CURB w/ (2) #4 @ 24"o.c. VERT DOWELS BM PER PLAN SLOPED CONC SLAB PER PLAN CONC ON METAL DECK PER PLAN STIFFENER PER PLAN BM PER PLAN COL PER PLAN w/ TYP BEARING PL EXP JOINT MAT'L - TYP CONC SLAB PER PLAN SLOPED INSUL PER PLAN CONC ON METAL DECK PER PLAN PL 3/8 x 3 1/2" w/ (3) 3/4" DIA BOLTS @ 3"o.c. - TYP @ W12 & W14 BMS U.N.O. PL 3/8 x 3 1/2" w/ (4) 3/4" DIA BOLTS @ 3"o.c. - TYP @ W12 & W14 BMS U.N.O. FLOOR SHTG & NAILING PER S0.001 FULL HEIGHT 2x OR LSL BLKG IN FIRST BAY @ 24"o.c. STIFFENER PER PLAN JOIST & BLKG PER PLAN BM PER PLAN LVL PER PLAN FINISH PER ARCH FINISH PER ARCH BRACED FRAME COL RE: X/SX.X COL PER PLAN w/ TYP BEARING PL PL 3/8 x 3 1/2" w/ (3) 3/4" DIA BOLTS @ 3"o.c. - TYP @ W12 & W14 BMS U.N.O. PL 3/8 x 3 1/2" w/ (2) 3/4" DIA BOLTS @ 3"o.c. FLOOR SHTG & NAILING PER S0.001 FINISH PER ARCH BM w/ TOP PL & PACKOUTS PER 4/S6.011 WALL FINISH PER ARCH FINISH PER ARCH DBL STIFF PL 3/8 x 5 1/2" w/ (3) 7/8" DIA A490 BOLTS @ 3"o.c. CONC WALL PER PLAN JOIST w/ HANGER PER PLAN FLOOR SHTG & NAILING PER S0.001FINISH PER ARCH BM w/ TOP PL & PACKOUTS PER 4/S6.011 T.O. STL PER PLAN L4x4x1/2 CONT EMBED w/ 3/4" x 6" WHS @ 18"o.c. CONC CURB PER PLAN CONC ON METAL DECK PER PLAN CONC WALL w/ REINF PER PLAN JOIST w/ HANGER PER PLAN FLOOR SHTG & NAILING PER S0.001 LVL PER PLAN w/ FULL HEIGHT 2x OR LSL BLKG IN FIRST BAY @ 24"o.c. JOIST & BLKG PER PLAN BM w/ TOP PL & PACKOUTS PER 4/S6.011 T.O. STL PER PLAN LVL LEDGER FINISH PER ARCH CONC WALL PER PLAN FULL DEPTH STIFF PL 3/8 EA SIDE @ 48"o.c. MAX WELDED HEADED STUDS PER PLAN WELDED HEADED STUDS PER PLAN PL 3/8 x 3 1/2" w/ (2) 3/4" DIA BOLTS @ 3"o.c. - TYP @ W10 U.N.O. FLOOR SHTG & NAILING PER S0.001 FINISH PER ARCH BM w/ TOP PL PER 4/S6.011 EDGE OF CONC BM POCKETEMBED PL RE: X/SX.X. STIFFENER PL PER PLAN CONC WALL PER PLAN PL 3/8 x 3 1/2" w/ (3) 3/4" DIA BOLTS @ 3"o.c. - TYP @ W12 & W14 BMS U.N.O. JOIST w/ HANGER PER PLAN LVL LEDGER FLOOR SHTG & NAILING PER S0.001 JOIST w/ HANGER PER PLAN LVL LEDGER FLOOR SHTG & NAILING PER S0.001 BM PER PLAN BM PER PLAN FLUE PIPE PER ARCH OPENING PER ARCH FINISH PER ARCH CONC FIREPLACE PER PLAN PL 3/4 DIAPHRAGM PER PLAN STL DIAPHRAGM PER PLAN FINISH PER ARCHFINISH PER ARCH BM w/ TOP PL & PACKOUTS PER 4/S6.011 JOIST w/ HANGER PER PLAN LVL LEDGER HEARTH FRAMING TBD FINISH PER ARCH BM w/ PACKOUTS PER 4/S6.011 OPENING PER ARCH CONC FIREPLACE PER PLAN 16" W x18" H BLOCKOUT FOR BM EMBED PL 1 x 8 x 1'-4" w/ (3) 3/4" x 6" LONG WHS 1'-0"1'-4" TYP JOIST w/ HANGER PER PLAN FLOOR SHTG & NAILING PER S0.001 LVL LEDGER FINISH PER ARCH 3/8 TYP @ FLANGE PL 5/16TYP 6"4"8" PL 3/8 x 3 1/2" w/ (2) 3/4" DIA BOLTS @ 3"o.c. - TYP @ W10 U.N.O. CONC WALL PER PLAN (2) 3/4" x 6" WELDED HEADED STUDS @ 18"o.c. PL 1 1/4 x 9 PL 1 1/4 x 4 1/2 EA SIDE 2 1/2" MIN11/32" MAX U.N.O.117/32"RIPPED TOP PL TO MATCH BM FLG WIDTH, GLUE TO TOP FLG OF BM & ATTACH w/ 0.157 DIAM P.A.F. STGRD @ 8"o.c. w/ 1/2" PEN INTO STL - TYP AT STEEL BEAM FLANGES <= 1/2". AT STEEL BEAM FLANGES > 1/2", GLUE TO TOP FLG OF BM & ATTACH w/ (2) ROWS OF 1/2" DIAM THRU BOLTS & 48"o.c. ADHESIVE SHALL BE PER GENERAL NOTES ON S0.0 MULTIPLE TOP PL's SHALL BE ATTACHED TO BASE TOP PL w/ 10d COMMONS STGRD @ 6"o.c. 2x OR LVL OUTER PLY SPACER BLK'G BEAR ON BOT FLG FLUSH TO EDGEOF STEELTYP - U.N.O. PER PLAN ONE SIDE SHOWN, RE: PLAN FOR ONE SIDE OR BOTH SIDES TO BE PACKED OUT (2) ROWS 1/2" DIA THRU BOLTS @ 48"o.c. - MIN (4) BOLTS PER PACKOUT MEMBER JOIST w/ HANGER PER PLAN FLOOR SHTG & NAILING PER S0.001FULL DEPTH STIFF PL 3/8 EA SIDE @ 48"o.c. MAX LVL LEDGER FINISH PER ARCH BM w/ TOP PL PER PLAN COL PER PLAN w/ TYP BEARING PL PL 3/8 x 3 1/2" w/ (2) 3/4" DIA BOLTS @ 3"o.c. - TYP @ W10 U.N.O. SCALE: 3/4" = 1'-0"2 INT TO EXT TRANSITION RE: S2.030 SCALE: 3/4" = 1'-0"1 TYP FLOOR RE: S2.030 SCALE: 3/4" = 1'-0"3 GARAGE TO INT FLOOR RE: S2.031 SCALE: 3/4" = 1'-0"4 TYP GARAGE FLOOR RE: S2.031 SCALE: 3/4" = 1'-0"5 GARAGE WALL DETAIL RE: S2.031 SCALE: 3/4" = 1'-0"6 GARAGE TO INT TRANSITION RE: S2.031 SCALE: 3/4" = 1'-0"7 GARAGE THRESHOLD RE: S2.031 SCALE: 3/4" = 1'-0"8 BM TO BM CONN RE: S2.031 SCALE: 3/4" = 1'-0"9 STL LEVEL TRANSITION RE: S2.030, S2.031 SCALE: 3/4" = 1'-0"10 STL LEVEL TRANSITION 2 RE: S2.030, S2.031 SCALE: 3/4" = 1'-0"11 EXT PLANTER RE: S2.030 SCALE: 3/4" = 1'-0"12 BM CONN RE: S2.030 SCALE: 3/4" = 1'-0"13 CONC BM POCKET RE: S2.030 SCALE: 3/4" = 1'-0"14 CHIMNEY SECTION RE: S2.030 SCALE: 3/4" = 1'-0"15 FIRE PLACE DETAIL RE: S2.030 SCALE: 3/4" = 1'-0"17 WELDED BM CONN RE: S2.030 SCALE: 3/4" = 1'-0"18 TYPICAL STL BM PACKOUT SCALE: 3/4" = 1'-0"16 COMMON CONN RE: S2.030 4/5/2018 DATE: 03/30/18 REVISIONS: PROJECT #: 18.003C DRAWN BY: N.C./S.E. CHECKED BY: S.E. STRUCTURAL DESIGN www.evolvestruct.com 1040 Main Street Carbondale, CO 81623 (970) 510-0773 | | BAR X RESIDENCE110 + 112 COACH ROADASPEN, COLORADO 8161102/28/18 ACC FINAL SITE PLAN REVIEW 03/30/18 PERMIT S6.003 UPPER FLOOR SECTIONS & DETAILS FINISH PER ARCH FINISH PER ARCH SKYLIGHT OPENING AND LEDGER COL PER PLAN W/ TYP BEARING PL COL PER PLAN W/ TYP BEARING PL FINISH PER ARCH BM PER PLAN FINISH PER ARCH SLOPED BM PER PLAN SKYLIGHT LEDGER JOIST AND HANGER PER PLAN FINISH PER ARCH BM PER PLAN SKYLIGHT OPENING FLOOR SHTG & NAILING PER S0.001 STIFFENER PL PER PLAN BM w/ TOP PL & PACKOUTS PER 4/S6.011 ROOF SHTG & NAILING PER S0.001 RAFTERS w/ HANGERS PER PLAN OPENING PER ARCH RAFTER PER PLAN LEDGER AND CONN PER PLAN FULL DEPTH BLK'G @ 24"o.c. IN FIRST BAY ROOF SHTG & NAILING PER S0.001 CONC WALL PER PLAN FLOOR SHTG & NAILING PER S0.001 2x BLKG IN FIRST BAY @ 16"O.C. BM w/ TOP PL & PACKOUTS PER 4/S6.011 JOIST W/ HANGER PER PLAN FINISH PER ARCH FINISH PER ARCH JOIST PER PLANFLOOR SHTG & NAILING PER S0.001 COL PER PLAN W/ TYP BEARING PL OPENING PER ARCH FINISH PER ARCH BM w/ TOP PL & PACKOUTS PER 4/S6.011 OPENING PER ARCH COL PER PLAN W/ TYP BEARING PL BM PER PLAN SHIM PL PER PLAN ROOF SHTG & NAILING PER S0.001 JOIST w/ HANGERS PER PLAN ROOF SHTG & NAILING PER S0.001 JOIST w/ HANGERS PER PLAN FINISH PER ARCH BM w/ TOP PL & PACKOUTS PER 4/S6.011 JOIST w/ HANGERS PER PLAN BM PER PLAN FLOOR SHTG & NAILING PER S0.001 JOIST w/ HANGERS PER PLAN FINISH PER ARCH BM w/ TOP PL & PACKOUTS PER 4/S6.011 OPENING PER ARCH BM PER PLAN JOIST w/ HANGER PER PLAN LVL LEDGER w/ CONN PER PLAN FLOOR SHTG & NAILING PER S0.001 COL PER PLAN W/ TYP BEARING PL BM PER PLAN W/ TYP BEARING PL CONC WALL PER PLAN FINISH PER ARCH BM w/ STIFFENER PL PER PLAN FLOOR SHTG & NAILING PER S0.001 FINISH PER ARCH BM POCKET w/ EMBED PL CONC WALL PER PLAN BM w/ STIFFENER PL PER PLAN BM w/ TOP PL PER PLAN PL 3/8 x 3 1/2" w/ (3) 3/4" DIA BOLTS @ 3"o.c. - TYP @ W12 & W14 BMS U.N.O. FLOOR SHTG & NAILING PER S0.001 COL PER PLAN FINISH PER ARCH BM w/ STIFFENER PL PER PLAN BM w/ TOP PL PER PLAN JOIST PER PLAN OPENING PER ARCH PL 3/8 x 3 1/2" w/ (3) 3/4" DIA BOLTS @ 3"o.c. - TYP @ W12 & W14 BMS U.N.O. SCALE: 3/4" = 1'-0"1 SKYLIGHT DETAIL RE: S2.040, S2.041 SCALE: 3/4" = 1'-0"2 SLOPPED ROOF TO FLAT ROOF RE: S2.040 SCALE: 3/4" = 1'-0"3 JOIST TRANS DETAIL RE: S2.041 SCALE: 3/4" = 1'-0"4 CANT'D PATIO ROOF RE: S2.040 SCALE: 3/4" = 1'-0"5 STEP DOWN DETAIL RE: S2.041 SCALE: 3/4" = 1'-0"6 FONT GARGE OVERHANG SCALE: 3/4" = 1'-0"7 ROOF BM TO CONC WALL RE: S2.040 SCALE: 3/4" = 1'-0"8 STL BM TO CONC WALL RE: S2.041 SCALE: 3/4" = 1'-0"9 BM COL CONN RE: S2.040 4/5/2018 DATE: 03/30/18 REVISIONS: PROJECT #: 18.003C DRAWN BY: N.C./S.E. CHECKED BY: S.E. STRUCTURAL DESIGN www.evolvestruct.com 1040 Main Street Carbondale, CO 81623 (970) 510-0773 | | BAR X RESIDENCE110 + 112 COACH ROADASPEN, COLORADO 8161102/28/18 ACC FINAL SITE PLAN REVIEW 03/30/18 PERMIT S6.004 ROOF SECTIONS & DETAILS 3/8 3/8 1'-4"1'-4" PL 3/8 x 3 1/2" w/ (3) 3/4" DIA BOLTS @ 3"o.c. - TYP @ W12 & W14 BMS U.N.O. PL 1 x 11 PL 3/4 x 13 OPENING PER ARCH BM PER PLAN FINISH PER ARCH FINISH PER ARCH FLOOR SHTG & NAILING PER S0.001 ROOF SHTG & NAILING PER S0.001 OPENING PER ARCH JOIST w/ HANGERS PER PLAN BM PER PLAN BM w/ PACKOUT, TOP & BOTTOM PL PER PLAN OPENING PER ARCHOPENING PER ARCH JOIST w/ HANGERS PER PLAN LVL LEDGER PER PLAN BM w/ PACKOUT, TOP & BOTTOM PL PER PLAN FINISH PER ARCH COL PER PLAN W/ TYP BEARING PL JOIST PER PLAN BM PER PLAN ROOF SHTG & NAILING PER S0.001 PL 3/8 x 3 1/2" w/ (3) 3/4" DIA BOLTS @ 3"o.c. - TYP @ W12 & W14 BMS U.N.O. FINISH PER ARCH JOIST w/ HANGERS PER PLANOPENING PER ARCH LVL LEDGER w/ CONN PER PLAN CONC BM w/ REINF PER PLAN ROOF SHTG & NAILING PER S0.001 FINISH PER ARCHJOIST w/ HANGERS PER PLAN BWP SHTG & NAILING PER S0.001 DBL TOP PL PER PLAN FULL HEIGHT 2x OR LSL BLKG @ 24"o.c. ROOF SHTG & NAILING PER S0.001 JOIST w/ HANGER PER PLAN LVL LEDGER BM PER PLAN w/ PACKOUT & TOP PL FINISH PER ARCH PL 3/8 x 3 1/2" w/ (3) 3/4" DIA BOLTS @ 3"o.c. - TYP @ W12 & W14 BMS U.N.O. ROOF SHTG & NAILING PER S0.001 SCALE: 3/4" = 1'-0"1 TYP ROOF MOMENT CONN RE: S2.050 SCALE: 3/4" = 1'-0"2 TYP ROOF LOOKOUT RE: S2.050 SCALE: 3/4" = 1'-0"3 TYP ROOF CONN RE: S2.050 SCALE: 3/4" = 1'-0"4 FLAT ROOF TO CONC BM CONN RE: S2.050 SCALE: 3/4" = 1'-0"5 BWP JOIST CONN RE: S2.050 SCALE: 3/4" = 1'-0"6 FLAT ROOF CONN RE: S2.050 4/5/2018 DATE: 03/30/18 REVISIONS: PROJECT #: 18.003C DRAWN BY: N.C./S.E. CHECKED BY: S.E. STRUCTURAL DESIGN www.evolvestruct.com 1040 Main Street Carbondale, CO 81623 (970) 510-0773 | | BAR X RESIDENCE110 + 112 COACH ROADASPEN, COLORADO 8161102/28/18 ACC FINAL SITE PLAN REVIEW 03/30/18 PERMIT S6.005 FRAMING DETAILS 1'-47/8" 1'-97/8"1'-01/4" 2'-83/16"115/16" 639/64" 217/64" 1'-97/64" 21/64" 41/4" 67/8"1'-4"47/8" 41/8" 111/4" 31/2" 43/8" 81/2" 43/8" 10" EMBED 8" 6" TY P 1" TY P 3/4" GUSSET PL TYP. BM PER PLAN 3/4" GUSSET PL TYP. 3/4" GUSSET PL TYP.BM PER PLAN COL w/ BEARING PL PER PLAN COL w/ BEARING PL PER PLAN 3/4" GUSSET PL TYP. 3/4" GUSSET PL TYP. 3/4" GUSSET PL TYP. GUSSET PL'S SYMMETRIC ABOUT THE VERTICAL 1" MAX LEVELING GROUT CONC FDN PER PLAN BP 1 x 12 x 2'-6" w/ (8) 3/4" THREADED RODS @ 8"o.c. WORK PT TYP. 6" TYP.137/64" 2'-67/16" 19/16" TYP @ FLANGE PL 5/16TYP 531/64" 413/64" 531/64" PL 3/8 x 6 x 0'-6" SCALE: 3/4" = 1'-0"1 BRACED FRAME RE: S2.020, S2.021 4/5/2018 DATE: 03/30/18 REVISIONS: PROJECT #: 18.003C DRAWN BY: N.C./S.E. CHECKED BY: S.E. STRUCTURAL DESIGN www.evolvestruct.com 1040 Main Street Carbondale, CO 81623 (970) 510-0773 | | BAR X RESIDENCE110 + 112 COACH ROADASPEN, COLORADO 8161102/28/18 ACC FINAL SITE PLAN REVIEW 03/30/18 PERMIT S6.006 ADU DETAILS JOIST w/ HANGER PER PLAN FINISH PER ARCH OPENING PER ARCH DBL TOP PL PER PLAN COL PER PLAN w/ BEARING PL PER PLAN ROOF SHTG & NAILING PER S0.001 LVL LEDGER OPENING PER ARCH FINISH PER ARCH LVL LEDGER DBL LVL RIM JOIST JOIST w/ HANGER PER PLAN JOIST w/ HANGER PER PLAN JOIST w/ HANGER PER PLAN FINISH PER ARCH ROOF SHTG & NAILING PER S0.001 ROOF SHTG & NAILING PER S0.001 LVL LEDGER FINISH PER ARCH JOIST w/ HANGER PER PLAN STIFFENER PL @ BEARING PNT BM PACKOUT NOT SHOWN FOR CLARITY DBL LVL RIM JOIST JOIST w/ HANGER PER PLAN FINISH PER ARCH COL PER PLAN w/ BEARING PL ROOF SHTG & NAILING PER S0.001 ROOF SHTG & NAILING PER S0.001 LVL LEDGER JOIST w/ HANGER PER PLAN STIFFENER PL @ BEARING PNT BM PACKOUT NOT SHOWN FOR CLARITY COL PER PLAN w/ BEARING PL FINISH PER ARCH ROOF SHTG & NAILING PER S0.001 PER PLAN PER PLAN 6'-0"PER PLANSUBGRADE PER GEOTECH T.O. FTG PER PLAN CONC SLAB w/ REINF PER PLAN EXP JOINT MAT'L - TYP CONC RETAINING WALL w/ REINF PER PLAN CONC FOOTING w/ REINF PER PLAN VERT DOWEL PER PLAN - TYP AT EA VERT VERT CONTROL JOINTS @ 8'-0"o.c. MAX T.O. WALL PER PLAN LVL LEDGER w/ CONN PER PLAN JOIST w/ HANGER PER PLAN LVL LEDGER w/ CONN PER PLAN JOIST w/ HANGER PER PLAN FLOOR SHTG & NAILING PER S0.001FLOOR SHTG & NAILING PER S0.001 FINISH PER ARCH FINISH PER ARCH CONC WALL PER PLAN LVL LEDGER w/ CONN PER PLAN JOIST w/ HANGER PER PLAN FLOOR SHTG & NAILING PER S0.001 FINISH PER ARCH OPENING PER ARCH CONC WALL PER PLAN PT BEARING PL FLOOR SHTG & NAILING PER S0.001 LVL LEDGER w/ CONN PER PLAN JOIST w/ HANGER PER PLAN FINISH PER ARCH CONC BM POCKET CONC WALL PER PLAN COL PER PLAN w/ CONN PER PLAN CONC COL PER PLAN LVL BM PER PLAN OVERLAPPED JOIST PER PLAN FLOOR SHTG & NAILING PER S0.001 FINISH PER ARCH SCALE: 3/4" = 1'-0"1 TYP ROOF DETAIL RE: S2.062 SCALE: 3/4" = 1'-0"2 SLOPED TO FLAT ROOF RE: S2.062 SCALE: 3/4" = 1'-0"3 ROOF TRANSITION DETAIL RE: S2.062 SCALE: 3/4" = 1'-0"4 HIGH ROOF DETAIL RE: S2.062 SCALE: 3/4" = 1'-0"5 ENTRANCE RETAINING WALL RE: S2.060 SCALE: 3/4" = 1'-0"6 BALCONY TRANSITION RE: S2.061 SCALE: 3/4" = 1'-0"7 TYP JOIST TO FDN WALL CONN RE: S2.061 SCALE: 3/4" = 1'-0"8 LVL BM POCKET RE: S2.061 SCALE: 3/4" = 1'-0"9 FLR BM TO FDN RE: S2.061 4/5/2018