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Home My WebLink AboutFile Documents.834 W Hallam St.0010.2018 (11).ARBKPLAN KEYS AND SYMBOLS 1 S101 1 S101 1 S101 S101 1 REFERENCE XXX' - YY" ELEVATION VIEW 1 = DRAFTING NUMBER S101 = SHEET NUMBER WALL / BUILDING SECTION 1 = DRAFTING NUMBER S101 = SHEET NUMBER SECTION CUT 1 = DRAFTING NUMBER S101 = SHEET NUMBER DETAIL CALL OUT 1 = DRAFTING NUMBER S101 = SHEET NUMBER ADDENDUM NUMBER00 STEPS AND SLOPES IN DECKS & SLABS YY" = STEP HEIGHT ELEVATION CALLOUT REFERENCE = T/OBJECT OR B/OBJECT XXX'-YY" = OBJECT ELEVATION YY" DIRECTION OF DECK SPAN OR DIRECTION OF REINFORCING WOOD JOIST HANGER H1 = JOIST HANGER TYPE, RE: SCHEDULE H1 KEYED NOTE K = KEYED NOTE, RE: SCHEDULE K FOUNDATIONS F? XX'-XX" FOOTING NOTATION F? = FOOTING TYPE RE: SCHEDULE XX'-XX" = T/FTG ELEVATION S S FOOTING / FOUNDATION STEP WALLS AND COLUMNS CIP CONCRETE WALL ABOVE WOOD FRAMED WALL ABOVE (E) CONSTRUCTION ABOVE WALL BELOW (ALL MATERIALS) WALL ABOVE W/ WINDOW * WALL ABOVE W/ DOOR * WOOD COLUMN ABOVE COLUMNS BELOW (ALL MATERIALS) *CIP CONCRETE SHOWN; GRAPHICS APPLY TO OTHER WALL MATERIALS WOOD SHEAR WALL PLAN KEY SHEAR WALL ABOVE FLOOR/ROOF SHEAR WALL BELOW FLOOR/ROOF SHEAR WALL ABOVE & BELOW FLOOR/ROOF WOOD SHEAR WALL DESIGNATION AND MINIMUM REQUIRED LENGTH RE: SHEAR WALL SCHEDULE A 0" HOLD DOWN FOR WOOD SHEAR WALL RE: HOLD DOWN SCHEDULEHD# WOOD FRAMING BEAM / GIRDER JOIST / RAFTER PREMANUFACTURED FLOOR/ ROOF TRUSS SECTIONS AND DETAILS CIP CONCRETE (E) CONSTRUCTION SOIL BACKFILL UNDISTURBED SOIL PROJECT DESCRIPTION 1. Project consists of 3 levels above grade and 1 level below grade. Foundations consist of concrete spread footings. Superstructure is traditional wood framing. Lateral systems are wood shear walls. 2. The project consists of 3 seperate structures, 2 of new construction and 1 existing historic renovation involving the addition of a new basement. 3. This description is for general orientation only. The General Contractor is responsible for all scope items described in the drawings and project specifications as well as for all material and labor that can reasonably be inferred there from. GENERAL APPLICATION 1. These drawings must be used in conjunction with the architectural drawings on the project to clearly define all requirements for construction. 2. No Contractor should attempt to bid nor construct any portion of this project without consulting the project architectural, mechanical, and electrical documents. 3. All things which, in the opinion of the Contractor, appear to be deficiencies, omissions, contradictions or ambiguities in the drawings shall be brought to the attention of the Structural Engineer. Corrections or written interpretations shall be issued before affected work may proceed. 4. The Contractor shall inform the Structural Engineer, clearly and explicitly in writing of any deviation or substitution from requirements of the contract documents. Contractor shall not be relieved of any requirement of the contract documents by virtue of the Structural Engineer's review of shop drawings, project data, etc., unless the Contractor has clearly and explicitly informed the Structural Engineer in writing of any deviations or substitutions at time of submission. EXISTING CONSTRUCTION 1. All information, dimensions, elevations, etc. shall be considered approximate and shall be field verified by contractor prior to ordering or fabricating material. 2. Report all discrepancies to the General Contractor and Architect/Engineer. 3. In as much as the addition to remodeling, retrofit, renovation or rehabilitation of an existing building requires that certain assumptions be made regarding existing conditions, the contractor must immediately notify the structural engineer if any existing condition deviates from those indicated in the contract documents. 4. Contractor shall verify all existing conditions prior to ordering materials or proceeding with new work in areas affected by existing conditions. Structural Engineer shall be informed in writing of conflicts between existing and proposed new construction. 5. No openings nor any changes or additions shall be made in any existing structural elements without written approval of the Structural Engineer. Where the function of an existing element as structural or non-structural is unclear, the determination of its function will be made solely by the structural engineer. 6. All original wall, roof framing, sheathing, fascia and soffits must be retained accept where indicated by the architectural documents. MISCELLANEOUS NOTES 1. The Contractor is solely responsible for all safety regulations, programs and precautions related to all work on this project. 2. The Contractor is solely responsible for the protection of persons and property either on or adjacent to the project and shall protect it against injury, damage, or loss. 3. Means and methods of construction and erection of structural materials are solely the Contractor's responsibility. 4. The structure is designed to function as a unit upon completion of construction of the project and then, only to support the design loads indicated. The contractor is responsible for means, methods and sequence of construction and the adequacy of the structure to support loads occurring during construction of the project. Furnish all temporary bracing, shoring, and/or support as may be required. 5. No openings, nor any change in size, dimension or location shall be made in any structural element without written approval of the Structural Engineer. 6. Where dimensions or weights of MEP equipment or systems are variable from manufacturer to manufacturer, verify dimensions and weights shown on drawings with selected manufacturer prior to ordering materials. Notify Structural Engineer of discrepancies. 7. Openings 1'-4' or less on a side are generally not shown on the structural drawings. Refer to drawings of other consultants for such openings. 8. Openings through floors and/or roofs for passage of utilities are not located nor dimensioned on structural drawings. Contractor shall obtain and coordinate such locations and dimensions with the contractor requiring the opening. 9. Show all openings through structural members on shop drawings and submit for review. Openings not shown on structural drawings are subject to acceptance and shall be specifically indicated for review and acceptance. 10. Fireproofing of structural elements is not shown on the structural drawings. Refer to the specifications and architectural documents. 11. Do not scale these drawings, use the dimensions shown. In case of conflict, request clarification from architect and structural engineer. 12. No structural modifications, alterations, or repairs shall be made without prior review by Structural Engineer. Submit details and calculations prepared by a professional engineer registered in state where project is located and employed by contractor. Wind Loading Basic Wind Speed Vult = 115 MPH Vasd = 90 MPH Exposure Category B GCpi 0.18 Wind Base Shear 13.4 K ASD Wind Design Pressure Components & Cladding 50sqft East/West North/South Seismic Loading 1.0 Mapped Spectral Response Acceleration Seismic Importance Factor, Ie 0.315Ss 0.082S1 DSite Class Spectral Response Coefficients 0.325Sds 0.131Sd1 BSeismic Design Category Light frame wood walls with structural wood shear panels Basic Seismic Force Resisting System 6.5Response Modification Factor, R .050Seismic Response Coefficient, Cs Equivalent Lateral Force MethodAnalysis Procedure Used Seismic Base Shear East/West North/South Snow Loading 100 PSFGround Snow Load, Pg 70 PSFMinimum Flat Roof Snow Load, Pf 1.0Importance Factor, Is BTerrain Category 1.0Exposure Factor, Ce 1.0Thermal Factor, Ct 0.63 at 12/12 roofsSlope Factor, Cs Live Loads and Superimposed Dead Loads Foundations 40 PSF/FTActive Equivalent Fluid Pressure 45 PSF/FTAt-Rest Equivalent Fluid Pressure 400 PSF/FTPassive Equivalent Fluid Pressure 0.50Sliding Friction Coefficient 3000 PSFAllowable Bearing Capacity 42 INMinimum Frost Depth (Notes 2,3,4,6) (Notes 5,6) Local Jurisdiction: City of Aspen Building Code: 2015 International Building Code Geotechnical Engineer Information: Steven Pawlak and PE#15222 H-P Kumar 5020 County Road 154 Glenwood Springs, CO 81601 (970) 945-7988 Date of Report: 10/27/2017 S-500Foundation Schedule Located on: -18.7 PSFInterior Roof Zone (Zone 1) -22.2 PSFRoof End Zone (Zone 2) -22.2 PSFCorner Roof Zone (Zone 3) -20.7 PSFInterior Wall Zone (Zone 4) -23.9 PSFWall End Zone (Zone 5) STRUCTURAL DESIGN CRITERIA Building Category: II 20sqft -20.1 PSF -23.7 PSF -23.7 PSF -22.0 PSF -26.4 PSF 100sqft -17.6 PSF -21.2 PSF -21.2 PSF -19.8 PSF -22 PSF NOTES: 1. The governing building code defines the applicable edition of referenced codes and standards. Where governing building code does not define referenced codes and standards, the latest edition shall be used. 2. Ground snow load is according to City of Aspen Building Department. 3. Minimum flat roof snow load according to City of Aspen Building Department. 4. All snow loads on the structure for both flat and sloped roofs are calculated in accordance with the 2015 IBC and based on the ground snow load stated above. Roof snow loads consider the following load conditions: partial loading & snow drifting. 5. Minimum uniform and concentrated live loads as well as partition loads and applicable live load reductions are determined according to Section 1607 of the IBC. 6. See Load Keys for numerical definition and area designation of snow, live, and other gravity loads used in design (Note 1) 8.1 K ASD 3.87 K Ultimate 3.87 K Ultimate QUALITY ASSURANCE 1. The Contractor is responsible for quality assurance, including workmanship and materials furnished by subcontractors and suppliers. 2. Inspection or testing by the Owner does not relieve the Contractor of his responsibility to perform the work in accordance with the Contract Documents. 3. Workmanship: The Contractor is responsible and shall bear the cost of correcting work which does not conform to the specified requirements. 4. Correct deficient work by means acceptable to the Architect. The cost of extra work incurred by the Architect to approve corrective work shall be borne by the Contractor. QUALITY CONTROL 1. The Owner's Testing Agency shall perform testing and special inspections required by the structural documents, building code and the local authority. The Testing Agency shall comply with ASTM E329 and upon completion of work, the Testing Agency shall furnish a certificate of compliance, signed by the professional engineer overseeing special inspections and testing. The professional engineer must be registered and licensed in the state where the project is located. 2. The Testing Agencies individual overseeing testing and inspection of soils and foundations shall be a professional engineer practicing the discipline of geotechnical engineering referred to as the Geotechnical Engineer in the structural portion of the construction documents. The Geotechnical Engineer is responsible for testing and inspections of soils, earthwork and foundations for conformance to the foundation design and the geotechnical report. See foundation section of the general notes. 3. See special inspections section of the general notes for required testing and inspection. SPECIFICATIONS 1. These General Notes are intended to function as the structural portion of project specifications. SUBMITTALS 1. See Material sections of these General Notes for required shop drawings. 2. Submit one (1) copy of the required information (Manufacturers Data, Shop Drawings, etc) via electronic media (PDF or similar). 3. Reproducible copies of contract documents shall not be used. 4. Submittals shall be sent directly to the Architect for review and distribution. 5. Submittals shall be reviewed by Contractor and Subcontractor prior to submission. Drawings shall bear Contractor's approval stamp accepting responsibility for coordination of dimensions shown in the contract documents, quantities and coordination with other trades. 6. Allow 14 calendar days in the Structural Engineer's office for review of submittals. 7. Submittals will be returned to the Architect with Structural Engineer's review comments via electronic media. SPECIAL INSPECTIONS AND TESTING Class Category/Material X 54321 Component/Work Footing Soil Bearing Material So i l s a n d Fo u n d a t i o n s XSlab-on-Grade Subgrade Material XXXCompaction X XX XX XX Formwork Installation Reinforcing Placement Cast Embedded Anchors Concrete Strength, Slump, Temperature, and Air Content X X XX Concrete Placement Concrete Curing Post-Installed Anchors Ca s t - i n - P l a c e C o n c r e t e X NOTES: 1. Special inspection and testing are to conform to chapter 17 of the IBC and the local building department. 2. Unless noted as continuous inspection, all inspections are periodic. Periodic inspection is defined as part-time or intermittent inspection of the work. It is the Special Inspector's responsibility to determine and coordinate the frequency and duration of the inspection relative to the Contractor's schedule and sequencing of the work in order to meet the inspection and reporting requirements. 3. Class 1: Inspection verification of size, location, quantity, and tolerance. 4. Class 2: Inspection and testing verification of strength, grade, classification, quality, density, proportions, and manufacturers certified test reports. 5. Class 3: Continuous inspection and verification of operations and conditions. 6. Class 4: Audit and inspection of fabrication facility's quality control program, and collection of facilities records during the course of fabrication for Class 2 and 3 inspections and testing. 7. Class 5: Verification of certifications X XXVerification of mix design use on site (prior to placement) SPECIAL INSPECTION 1. Special inspection and testing shall be performed as required by the local jurisdiction, the building code and the construction documents. See quality assurance section of the general notes. 2. Coordinate and schedule inspection and testing prior to the start of work requiring inspection and testing while providing special inspection reasonable notice. 3. All deficiencies shall be corrected for acceptance by the testing agency. 4. Inspections performed by the local jurisdiction do not replace inspection or testing required by the owners testing agency. 5. Special inspection and testing is required for the items shown in the special inspections and testing table. KL A, Inc.& Structural Engineers and Builders 215 North 12th Street, Unit E Carbondale, Colorado 81623 P: (970) 927 5174 F: (970) 927 5194 Buffalo, WY ○ Carbondale, CO ○ Denver, CO ○ Golden, CO ○ Loveland, CO 715 West Main Street, Suite 204 Aspen, Colorado 81611 P: 970.279.4157 F: 866.770.5585 834 W HALLAM THE STRUCTURAL ENGINEERS SEAL ON THIS DRAWING INDICATES THAT THE INFORMATION SHOWN AND THE CALCULATIONS PERTAINING TO THAT INFORMATION HAVE BEEN PREPARED BY QUALIFIED PEOPLE UNDER THE DIRECTION OF THE ENGINEER-OF-RECORD. THE SEAL DOES NOT IMPLY RESPONSIBILITY FOR INFORMATION PREPARED BY OTHERS NOR FOR ANY INFORMATION NOT SHOWN ON THIS DRAWING AND SUCH RESPONSIBILITY IS SPECIFICALLY DISCLAIMED. ON PHASED PROJECTS, DRAWINGS THAT ARE ISSUED BUT NOT SEALED SHALL BE CONSIDERED TO BE PRELIMINARY IN NATURE AND ARE ISSUED FOR INFORMATION ONLY. THESE DRAWINGS ARE TO BE USED IN CONJUNCTION WITH THE ARCHITECTURAL DRAWINGS ON THE PROJECT TO CLEARLY DEFINE ALL OF THE REQUIREMENTS FOR THE CONSTRUCTION. WHERE CONFLICTS OCCUR CONTACT ARCHITECT FOR CLARIFICATION. 6/28/2018Clarification 3 ISSUED DATENAME Dan Doherty KL&A 215 North 12th Street, Unit E Carbondale, Colorado 81623 970.510.5701 | ddoherty@klaa.com DATE OF PUBLICATION:11/14/2017 STRUCTURAL CONSULTANTS SURVEYOR MECHANICAL COPYRIGHT CONTRACTOR CIVIL PROJECT NO: DRAWN BY:DMB 2017 KL&A, INC B0480 Aspen CO 81611 TBD TBD TBD TBD ID ZONE DISTRICT MU PARCEL ID #273-512-304-002 LEGAL DESCRIPTION: City and Townsite of Aspen Block: 10 lot: K and Lot: L DRAWING ISSUANCE INDEX S-001 GENERAL NOTES ABBREVIATIONS L length LAT lateral LBS pounds LLH long leg horizontal LLV long leg vertical LONG longitudinal LSL laminated strand lumber LVL laminated veneer lumber LW, LWT lightweight MAS masonry MAX maximum MECH mechanical MFR manufacturer MIN minimum MTL metal (N) new construction No Number NOM nominal NS near side NW, NWT normal weight OC on center OF outside face OH opposite hand OPNG opening PAF powder acutuated fastener PC precast PERP perpendicular PERT pre-engineered roof truss PJP partial joint penetration PL, D plate PLF pounds per lineal foot PSL parallel strand lumber PT post-tensioning PT pressure treated RE: reference REINF reinforcement REQD required RET retaining SC slip critical SCHED schedule SCL structural composite lumber SIP structural insulated panel SOG slab on grade SPA spacing STFNR stiffener STL steel SUBFLR subfloor T/, TOx top of (S=slab, C=conc, etc) THK thickness TL transfer load TRAN transverse TYP typical UNO unless noted otherwise VERT vertical VIF verify in field W width WP work point WWF welded wire fabric ABBREVIATIONS AB anchor bolt ADDNL additional AFF above finish floor ALT alternate ARCH architectural BLDG building BM beam BOT, B/, BOx bottom of (S=slab, C=conc, etc) BRG bearing BS both sides BTWN between CFS cold-formed steel CIP cast-in-place CJ construction / control joint CJP complete joint penetration CLR clear CMU concrete masonry unit COL column CONC concrete CONN connection CONST construction CONT continuous D depth DIA, G diameter DIM dimension DK deck DTL detail DWGS drawings DWL dowel (E) existing construction EA each EF each face EJ expansion joint ELEV elevation EOx edge of (S=slab, C=conc, etc) EW each way EXP expansion EXT exterior FDN foundation FLR floor FOx face of (S=slab, C=conc, etc) FS far side FTG footing GA gage GB grade beam GC general contractor GEN general GLB glulam HDG hot dip galvanize HDR header HK hook HORIZ horizontal HSA headed stud anchor IF inside face INT interior JST joist JT joint KIP, K 1000 pounds KLF 1000 pounds per lineal foot NEW SHEET = ñ REVISED DRAWING = ò NO MODIFICATIONS = ó SHEET DELETED = ô SHEET NO.SHEET NAME ISSUE DATE AND TITLE CD 1 1 / 1 4 / 2 0 1 7 10 0 % C D ' s 6 / 1 / 2 0 1 8 Cl a r i f i c a t i o n 3 6 / 2 8 / 2 0 1 8 S-001 GENERAL NOTES ñ ó ó S-002 GENERAL NOTES ñ ó ó S-003 LOAD KEYS ñ ò ó S-004 TYPICAL DETAILS ñ ò ó S-005 TYPICAL DETAILS ñ ò ó S-006 TYPICAL DETAILS ñ ò ó S-101 LOWER LEVEL PLAN ñ ò ó S-102 MAIN LEVEL PLAN ñ ò ó S-103 SECOND LEVEL PLAN ñ ò ó S-104 THIRD LEVEL PLAN ñ ò ó S-105 ROOF PLAN ñ ò ó S-400 DETAILS ñ ó ò S-401 DETAILS ñ ò ó S-402 DETAILS ñ ò ó S-403 DETAILS ó ó S-404 DETAILS ó ó S-500 SCHEDULES ñ ò ó S-501 SCHEDULES ñ ó ó 06/26/2018 01/11/2021 01/13/2021 denism FOUNDATIONS GENERAL: 1. The foundations have been designed based on the design criteria and the Geotechnical Report referenced in the Structural Design Criteria section. Earthwork and foundation soil preparation shall be performed to provide soil properties meeting the design criteria. 2. The Geotechnical Engineer shall inspect and test soils, earthwork and foundations - see special inspection and quality assurance sections of the general notes. Prior to placing foundations and slabs-on-grade, obtain approval from the Geotechnical Engineer indicating earthwork and soil preparation has been performed adequately to conform to the foundation design criteria. 3. Bottom of exterior footings, grade beams, and walls shall bear below final exterior grade for frost protection - see structural design criteria section of the general notes. 4. Foundation walls or grade beams having earth placed on each side shall have both sides filled simultaneously to maintain a common elevation. 5. Brace all foundation walls against movement, which backfill is to be placed until floor slabs at the top and bottom of the wall are in place. Brace foundation walls as necessary to prevent movement and overstress due to equipment loading regardless of sequencing of top and bottom floor slabs. 6. Contractor shall provide continuous site drainage by a mechanical method to control surface and underground water as required to maintain a dry working site. 7. Foundation drainage and waterproofing is not shown or specified within the structural portion of the construction documents. Reference other portions of the construction documents for drainage, waterproofing and items associated with other disciplines. CAST-IN-PLACE CONCRETE GENERAL: 1. All concrete work shall conform to ACI318 and ACI 301 and tolerances shall conform to ACI 117 unless noted otherwise. Contractor shall keep a copy of these references on site at all times. 2. Concrete Compressive Strength – See "Concrete Mix Design Requirements" Table 3. Materials – See "Concrete Materials Designation" table TESTING: 1. Tests and inspections shall be performed in compliance with ACI 301 and Chapter 17 of the IBC. See Special Inspections. 2. Concrete shall not be placed until reinforcing and embedded items have been inspected by the owner's independent inspection agency and/or the special inspector. 3. See "Special Inspections and Testing" Table. SUBMITTALS: 1. Submittals shall conform to ACI 301 . 2. Submittals for all concrete shall include: mix designs. FORMING: 1. Provide void forms under foundation elements as shown on the drawings. 2. All formwork shall conform to Class B finish in accordance with ACI 117 unless noted otherwise by architectural drawings. Refer to architectural drawings for architectural finish concrete. 3. Unless otherwise shown in the architectural drawings, provide chamfers at all columns, beams, walls, and slab edges that are exposed to view in the finished structure. 4. Locate door openings, window openings, MEP openings, drip slots, reglets, brick ledges, curbs, and ledges per architectural drawings. For openings not dimensioned on structural drawings refer to architectural drawings. REINFORCING AND EMBEDDED ITEMS: 1. Provide standard hooks on bars terminating at a concrete face unless noted such as at edges of openings, slab edges, expansion joints, ends of beams, and ends of walls. 2. Unless noted otherwise, provide (2) #5's at each side of openings. Extend 2'-0" beyond edges of opening. 3. Splice bars with class B contact laps per the reinforcing contact lap splice length table, unless noted otherwise. 4. Splice welded wire fabric by lapping one full mesh space plus 2". 5. Unless noted, provide continuous reinforcing around corners and through construction joints, control joints, contraction joints, and joints between all abutting members. 6. Welding of reinforcing is prohibited, unless noted otherwise and shall conform to ASTM A706. 7. Provide embeds (including anchors) for all supporting structural and non-structural elements including but not limited to hand rails, canopies, window washing davits, miscellaneous steel, bollards, etc. PLACING AND FINISHING: 1. Handling, placing, constructing, and curing shall conform to ACI 301 including placement of concrete in wet weather, cold weather, and hot weather. 2. Curing compounds should not be used on surfaces that are to receive additional concrete, paint, tile, or other material requiring a positive bond unless the contractor has demonstrated that the membrane can be satisfactorily removed before subsequent application is made, or the membrane dissipates or can serve satisfactorily as the base for the later application. 3. All concrete work shall be poured in-place unless noted otherwise. Shotcrete placement method will only be permitted if approved by the structural engineer prior to permit submittal. All requests and submittals to place concrete by the shotcrete method shall conform to ACI 506.2; including pre-production test panels for each mix proportion, shooting orientation, and nozzleman per ASTM C 1140; nozzleman grading (2.5 maximum); and test panels during production (1 per each 50yd placed, min 1 per day). Requests for shotcrete placement shall be limited to foundation walls with simple reinforcing. All pilasters or in-wall columns shall be formed and poured separately from shotcrete operations. POST INSTALLED ANCHORS IN CONCRETE AND MASONRY GENERAL: 1. Holes are assumed to be dry unless otherwise noted on plans. 2. Holes to be hammer drilled with bit as specified by anchor manufacturer. 3. Anchors specified are based on the specific technical data published by the specified anchor manufacturer. Substitutions are not permitted without approval by the Structural Engineer of Record prior to use. Contractor shall provide calculations demonstrating that the substituted product is capable of achieving the performance values of the specified product. Substitutions will be evaluated by their having an ICC ESR showing compliance with the relevant building code for seismic uses, load resistance, installation category, and availability of comprehensive installation instructions. Adhesive anchor evaluations consider creep, in-service temperature and installation temperature. 4. Install anchors per the manufacturer instructions, as included in the anchor packaging. Installation shall adhere to ICC ESR. Reference plans and details for anchors that are to be installed with reduced torque. 5. Concrete should be allowed to cure a minimum of 21 days prior to adhesive anchor installation. 6. Prior to installation of anchors all installation and inspection personnel shall be instructed on site by a representative of the anchor manufacturer on proper installation techniques and equipment. 7. Anchor capacity is dependent upon spacing between adjacent anchors and proximity of anchors to edge of concrete. Install anchors in accordance with spacing and edge clearances indicated on the drawings. 8. Existing reinforcing bars in the concrete structure may conflict with specific anchor locations. Unless noted on the drawings that the bars can be cut, the contractor shall review the existing structural drawings and shall undertake to locate the position of the reinforcing bars at the locations of the concrete anchors by use of GPR, X-Ray, chipping or other means. 9. Post-installed anchors to be stainless steel where exposed to exterior and/or corrosive environments unless the anchor is protected. Element GENERAL CONCRETE MIX NOTES: 1. Strength (f`c) is the 28 day compressive strength at 28 days unless noted otherwise or compressive strength at the specified age. 2. Concrete is normal weight concrete unless noted otherwise. Normal weight concrete (NW) shall have a dry density of 145 ± 5 pcf unless noted otherwise. Lightweight concrete (LW) shall have a dry density of 110 ± 5 pcf. 3. Required minimum average splitting tensile strength = 6.7*√(f'c) regardless of concrete density. 4. Mix designs shall be in accordance with ACI 301. 5. Exposure Class indicates the severity of the anticipated exposure of concrete members for each exposure indicated below according to ACI 318/ACI301. Freeze Thaw Exposure noted thus: F0,F1,F2,F3 Water-Soluble Sulfate in Soil Exposure noted thus: S0,S1,S2,S3 Permeability Requirements noted thus: W0,W1 Corrosion Protection of Reinforcement noted thus: C0, C1, C2 Refer to ACI 301/ACI 318 for specific requirements based on the exposure category indicated in the mix design table above 6. Corrosion Protection of Reinforcement requirements (C0,C1,C2): Maximum water-soluble chloride ion (CL-) content in concrete, by % weight of cement Reinforced Concrete: C0 = 1.0 C1 = 0.3 C2 = 0.15 Prestressed Concrete: C0 = 0.06 C1 = 0.06 C2 = 0.06 7. Where concrete is exposed to F3 freeze thaw exposure, restrictions on maximum fly ash and/or other cementitious materials apply. Refer to Table 4.4.2 in ACI 318 for requirements CONCRETE MIX DESIGN REQUIREMENTS Max W/C Max Aggf'c (psi)Slump Exposure Class Air Content Cement Type 1,2 3 Interior Slab-on-Grade (SOG) 4000, NW 0.50 3/4"I/II Foundation Walls 4000, NW 0.50 3/4" -I/II - Exterior Slab-On-Grade Garage Slab-On-Grade 5000 NW 0.40 3/4" 5I/II F2,C2 S0,W1 Footings 4000, NW - 3/4" -I/II Other 4000, NW 0.5 3/4" -I/II TABLE FOOTNOTES: 1. Minimum air content equals 5% if concrete is exposed to freezing temperature and moisture regardless of value indicated in table. 2. Tolerance on air content as delivered shall be +/- 1.5% for f'c <= 5000 psi, 1.0% for f'c>5000 psi 3. Slump tolerances as follows (ACI 117) Specified Slump not greater than 4" = +/- 1" Specified Slump more than 4" = +/- 1 1/2" Where Slump is specified as a range = No Tolerance See ACI 301 for slump of concrete before addition of plasticizers or high-range water reducing admixtures 4. Refer to concrete column schedule for additional strength requirements 4" 4" 4" 4" 4" F0,C1 S0,W0 F2,C1 S0,W1 F0,C0 S0,W0 F2,C0 S0,W0 Concrete cast against & permanently exposed to earth Assembly Cover (in) 3 REQUIRED CONCRETE COVER FOR NON-FIRE-RATED ASSEMBLIES #6-#18 Co n c r e t e n o t E x p o s e d to E a r t h o r W e a t h e r Walls, slabs #11 and smaller 2 #5 and smaller 1 1/2 Co n c r e t e E x p o s e d to E a r t h o r We a t h e r 3/4 NOTES: 1. Cover for prestressed & non-prestressed reinforcement 2. Primary reinforcement, ties, stirrups, and spirals 3. Primary reinforcement 4. Ties and stirrups Portland Cement Material Standard ASTM C150, Type I or Type II CONCRETE MATERIALS DESIGNATION ASTM C618, Class C or FFly Ash ASTM C33Aggregate PotableWater ASTM C494, Type A or Type DWater Reducing Admixture High Range Water Reducing Admixture Accelerator Admixture ASTM C260Air Entraining Admixture ASTM C309, Type I, Class ACuring Compound ASTM A615-grade 60 (Specified Yield Strength = 60ksi)Reinforcing Bars ASTM A706-grade 60 (Specified Yield Strength = 60ksi)Welded Reinforcing Bars ASTM A185Welded Wire Fabric ASTM E1745-Class BVapor Retarder below Slab-on-Grade ASTM C494, Type F or Type G ASTM C494, Type C or Type E NOTES: 1. Type III Portland cement may be used if acceptable to the Architect. Specified Yield Strength (fy) 60ksi CONCRETE REINFORCING COMPRESSION CONTACT SPLICE LENGTHS Specified Yield Strength (fy) 60ksiU> 30db (0.9fy - 24)db NOTES: 1. Splice length shall not be less than 12 inches. 2. db is bar diameter 3. Compression splices permitted only when lap splice is noted in drawings as compression, otherwise see tension splice table. CONCRETE REINFORCING DOWEL EMBEDMENT LENGTHS Tension Dowels Standard Hook NOTES: 1. Refer to " Concrete Reinforcing Tension contact Lap Splice Lengths" table for tension dowels without standard hooks. Values for Class A tension splices are permitted to be used. 2. Embedment length shall not be less than 12 inches. 3. db is bar diameter 4. Compression dowel embedment lengths are permitted only when dowel is noted in drawings as compression, otherwise use tension embedment length. 5. Extend dowels to far edge of member UNO. Concrete Compression Strength Other 3000psi Note 122db 4000psi 19db 5000psi 17db 6000psi 16db 8000psi 14db ≥ 10000psi 12db Compression Dowels 22db 19db 18db 18db 18db 18db Note 1 Note 1 Note 1 Note 1 Note 1 WOOD FRAMING GENERAL: 1. All wood construction work shall conform to ANSI/AF&PA NDS unless noted otherwise. Contractor shall keep a copy of these references on site at all times. 2. Materials – See Wood Materials Tables 3. Qualifications – Carpenter shall be experienced in construction of projects of similar size and complexity and shall be knowledgeable of conventional light frame construction practices and minimum nailing requirements of the IBC. SUBMITTALS: 1. All submittals shall be reviewed by the Contractor prior to Engineer/Architect review and shall bear Contractor's review stamp. Contractor is responsible for reviewing submittals for conformance with all contract documents and coordination with all trades. 2. Submittals are required for the following wood framing elements: premanufactured wood trusses. 3. Premanufactured truss submittals shall include dimensioned layout drawings that identify truss types, geometries, and locations as well as truss design calculations that indicate all design loads. Calculations shall be signed and sealed by the manufacturer's engineer licensed in the state where the project is located. PRODUCTS: 1. All wood framing shall be at a moisture content of 19% or less and shall be marked S-Dry (surface dried) or KD (kiln dried). 2. Unless noted otherwise, all sizes noted on these drawings are nominal. Actual sizes are based on "Minimum Dressed-Dry" dimensions according to American Softwood and Lumber Standard PS20-10. 3. Unless noted otherwise, all manufactured framing sizes are based on specified manufacturers published information. 4. Wall studs to be Douglas Fir-Larch (DFL) stud grade or Laminated Strand Lumber (LSL)] @ 16"OC, at contractors option. 5. Wood I-joists: where framing members are noted TJI on the drawings, use engineered products by Weyerhaeuser or approved equal. 6. Structural Panels: Sheathing for roofs and walls shall conform to APA PS-2 standards. All panels shall be Exposure 1, unless noted otherwise. 7. Sills: Sill plates shall be pressure treated Douglas Fir-Larch stamped to show compliance with AWPA standards. PRE-FABRICATED PRODUCTS: 1. Pre-fabricated wood trusses shall be designed in accordance with the "Design Specification for light metal plate connected wood trusses" except where state and local codes are more stringent. 2. Pre-fabricated wood trusses shall be fabricated in accordance with the "TPI Quality Control Manual." 3. Pre-fabricated wood trusses shall be installed in according to "Bracing Wood Trusses Commentary." 4. Design of wood elements in pre-fabricated wood trusses shall conform to NDS. 5. Wood utilized in pre-fabricated truss construction shall be stress graded bearing the mark of a recognized grading agency and shall conform to the rules and service requirements of the American Lumber Standards Committee PS-20. 6. Truss fabricator is responsible for all member and connection design and detailing and for all dimensioning, coordination, and erection of trusses. Contract documents show only basic dimensioning and configurations of trusses. Detailed positioning and spacing of trusses is the responsibility of the fabricator. 7. Trusses shall be designed to resist the dead loads of completed construction and the larger of live, snow, and wind-uplift loads specified on the drawings or required by applicable codes and standards. 8. Bottom chords shall be designed for the live loads required by the applicable codes and standards. 9. Metal anchorage devices for the trusses shall be designed for specified wind uplift less 0.6 (allowable stress design) of the resisting dead load. Toe nailing of trusses is not permitted. CONNECTORS: 1. All bolts, metal connectors, hangers, anchors, and fasteners in contact with preservative treated wood shall be hot dipped galvanized G90 or stainless steel type 304 or 316. 2. Provide 5/8" diameter anchor bolts @48"OC at the top of all foundation elements for attaching sill plates, except at shear walls. See Shear Wall Nailing Schedule for shear wall anchor bolt spacing. As a minimum, provide two bolts, each within 12" of the ends of each piece of sill plate. 3. J and L type bolts are allowed for anchorage of wood sills. 4. Anchor bolts shall be cast into concrete or grouted into masonry with a minimum embedment of 7". 5. Provide plate washers at all shear wall anchor bolt connections to wall plates. See "Typical Wood Shear Walls - Nailing Schedule and Details" for more information. 6. Nailing shall conform to the minimum requirements contained in Table 2304.9.1 of the IBC unless more stringent requirements are shown on these drawings or in these notes. 7. All nails are to be steel common wire nails and conform to ASTM F1667. 8. Pre-drill nail holes when necessary to prevent splitting. 9. Steel plates for wood construction shall conform to ASTM A36. 10. Bolts shall conform to ASTM A307. 11. All exposed bolts in wood structure which are not in contact with preservative treated wood shall be plain, uncoated steel. 12. Holes for bolts shall be 1/16" oversized. 13. Retighten all bolts prior to closing in. 14. Lag screws shall penetrate the main member a minimum of eight times the shaft diameter unless noted otherwise. 15. Diagonal (toe-nail) lag screws shall be installed with a minimum edge distance of four times the shaft diameter. WOOD FRAMING (continued) INSTALLATION: 1. Built-up Columns: Where hidden in a wall, at contractor's option, wood columns may be built-up from 2x laminations. Laminations shall be stitched nailed with staggered 16d@ 4"OC. Do not splice laminations. 2. Truss rods and connections shall be tightened after installation and leveling. 3. At roofs and floors, lay panels with long dimension perpendicular to supports with short edges staggered. 4. Glue and nail floor sheathing to supports with 8d@6"OC edges and 8d@12"OC field. 5. Nail roof sheathing to supports with 8d@6"OC edges and 8d@12"OC field. 6. See plans for areas of special blocking and nailing. 7. Nail vertical sheathing to supports with 8d@6"OC edges and 8d@12"OC field for walls not designated as shear walls. 8. Where shear walls are noted on the plans, the sheathing is used as part of the lateral load resisting system. See typical details for attachment of sheathing to supports for wood structural panel shear walls. 9. All panel edges within the extent of the shear wall shall be blocked with flat 2x4 blocking. FRAMING TOLERANCES: 1. Layout of walls and partitions: within 1/4" of intended position. 2. Plates and runners: 1/4" in 8' from a straight line. 3. Studs: 1/4" in 8' out of plumb, not cumulative. 4. Face of framing: 1/4" in 8' from a true plane. COMMON NAIL DIMENSIONS Minimum Length (in)Common Nail (Steel Wire) Minimum Diameter (in) 0.113 2 0.131 2 1/2 0.148 3 0.148 3 1/4 0.162 3 1/2 0.192 4 6d 8d 10d 12d 16d 20d DOUGLAS FIR-LARCH (DFL) Select Structural 1,500 psi 1,700 psi 180 psi 1,900 ksi No1 1,000 psi 1,500 psi 180 psi 1,700 ksi No2 900 psi 1,350 psi 180 psi 1,600 ksi Stud 700 psi 850 psi 180 psi 1,400 ksi Flexural Stress DESIGN VALUES FOR DIMENSIONAL LUMBER Compressive Stress Horizontal Shear Stress Modulus of ElasticitySpecies & Grade Flexural Stress DESIGN VALUES FOR MANUFACTURED LUMBER LAMINATED STRAND LUMBER (LSL) 2x4 and 2x6 Studs - 1.3E Compressive Stress Horizontal Shear Stress Modulus of Elasticity 1,700 psi 1,400 psi 400 psi 1,300 ksi 2,250 psi 1,950 psi 400 psi 1,500 ksi 2,325 psi 1,350 psi 310 psi 1,550ksi 2,600 psi 2,510 psi 285 psi 2,000 ksi Type - E Compressive Stress Perp 435 psi 475 psi 800 psi 750 psi Tensile Stress 1,075 psi 1,500 psi 1,070 psi 1,555 psi LAMINATED VENEER LUMBER (LVL) 2x8 Studs - 1.5E Headers and Beams - 1.55E Headers and Beams - 1.9E WOOD STRUCTURAL PANEL REQUIREMENTS Roof over Trusses/Rafters Minimum ThicknessSupporting Element APA Span Rating 48/24 23/32" Floors (Sturd-I T&G) 24 OC Single Floor 23/32" Walls 32/16 15/32" Shear Walls 32/16 15/32" Bar Size CONCRETE REINFORCING TENSION CONTACT SPLICE LENGTHS FOR CONCRETE COMPRESSION STRENGTH 4000 PSI CASE 1 Lap Class Top Bars Other Bars #3 A B 19" 24" 14" 19" A B A B A B A B A B A B A B #4 #5 #6 #7 #8 #9 #10 A B#11 25" 32" 19" 25" 24" 31" 29" 37" 42" 54" 48" 62" 54" 70" 60" 79" 67" 87" 31" 40" 37" 48" 54" 70" 62" 80" 70" 90" 78" 102" 87" 113" NOTES: 1. The table above is for concrete compression strength of 4000psi and Case#1 reinforcement. 2. The table above is for Case #1 reinforcement with clear spacing greater than 2*db AND cover greater than or equal to db. 3. Top bars are horizontal reinforcement placed such that more than 12 inches of fresh concrete is cast below the development length or splice. All tension splices shall be class B splices unless noted otherwise. 4. Other bars are reinforcement other than Top bars. KL A, Inc.& Structural Engineers and Builders 215 North 12th Street, Unit E Carbondale, Colorado 81623 P: (970) 927 5174 F: (970) 927 5194 Buffalo, WY ○ Carbondale, CO ○ Denver, CO ○ Golden, CO ○ Loveland, CO 715 West Main Street, Suite 204 Aspen, Colorado 81611 P: 970.279.4157 F: 866.770.5585 834 W HALLAM THE STRUCTURAL ENGINEERS SEAL ON THIS DRAWING INDICATES THAT THE INFORMATION SHOWN AND THE CALCULATIONS PERTAINING TO THAT INFORMATION HAVE BEEN PREPARED BY QUALIFIED PEOPLE UNDER THE DIRECTION OF THE ENGINEER-OF-RECORD. THE SEAL DOES NOT IMPLY RESPONSIBILITY FOR INFORMATION PREPARED BY OTHERS NOR FOR ANY INFORMATION NOT SHOWN ON THIS DRAWING AND SUCH RESPONSIBILITY IS SPECIFICALLY DISCLAIMED. ON PHASED PROJECTS, DRAWINGS THAT ARE ISSUED BUT NOT SEALED SHALL BE CONSIDERED TO BE PRELIMINARY IN NATURE AND ARE ISSUED FOR INFORMATION ONLY. THESE DRAWINGS ARE TO BE USED IN CONJUNCTION WITH THE ARCHITECTURAL DRAWINGS ON THE PROJECT TO CLEARLY DEFINE ALL OF THE REQUIREMENTS FOR THE CONSTRUCTION. WHERE CONFLICTS OCCUR CONTACT ARCHITECT FOR CLARIFICATION. 6/28/2018Clarification 3 ISSUED DATENAME Dan Doherty KL&A 215 North 12th Street, Unit E Carbondale, Colorado 81623 970.510.5701 | ddoherty@klaa.com DATE OF PUBLICATION:11/14/2017 STRUCTURAL CONSULTANTS SURVEYOR MECHANICAL COPYRIGHT CONTRACTOR CIVIL PROJECT NO: DRAWN BY:DMB 2017 KL&A, INC B0480 Aspen CO 81611 TBD TBD TBD TBD ID ZONE DISTRICT MU PARCEL ID #273-512-304-002 LEGAL DESCRIPTION: City and Townsite of Aspen Block: 10 lot: K and Lot: L DRAWING ISSUANCE INDEX S-002 GENERAL NOTES 06/26/2018 01/11/2021 01/13/2021 denism LOAD AREA PATTERN SELF WEIGHT (psf) LIVE LOAD REDUCTION DESCRIPTION OF LOAD NOTES SUPERIMPOSED LOADS DEAD LOAD (psf) LIVE LOAD (psf) SNOW LOAD (psf) TYPICAL RESIDENTIAL FLOOR105 40 -- YES DRIFTING SNOW LOAD DIAGRAMNOTES: 1. DRIFTING SNOW LOADS ARE DEFINED BY DIAGRAM TO THE RIGHT. DRIFT #Pd Ld DRIFT 1 75 11 DRIFT 2 65 14 DRIFT LOAD INDICATED ON PLAN AS FOLLOWS: 2. ROOF LIVE AND SNOW LOADS DO NOT ACT CONCURRENTLY. 3. VERTICAL WIND LOADS ARE MWFRS LOADS AND HAVE NOT BEEN REDUCED BY DEAD LOADS. NEGATIVE LOADS ARE UPLIFT. RE: STRUCTURAL DESIGN CRITERIA TABLE FOR COMPONENTS AND CLADDING DESIGN CRITERIA. 4. WHERE PREMANUFACTURED ROOF TRUSSES OCCUR, APPLY LOADS AS FOLLOWS: CASE #1: APPLY TABULATED LOADS TO TOP CHORDS. CASE #2: APPLY TABULATED LOADS TO TOP CHORDS W/ 8 PSF DEAD LOAD REDUCTION. APPLY 8 PSF DEAD LOAD TO BOTTOM CHORD. APPLY XX PSF LIVE LOAD TO BOTTOM CHORD. Pd Pf Ld -- LOAD KEY LEGEND 1 TYPICAL ROOF + DRIFT10 20 45 NO SEE NOTES 1,2,3,4 VERT WIND LOAD (psf) -- +5/-10 2 3 4 5 6 5 PATIO OVER INTERIOR SPACE STORAGE AREA1055 125 -- NO ---- TRASH ENCLOSURE1055 40 -- YES ---- 505 40 70 YES 505 60 70 YES BALCONY + DRIFT+5/-10 +5/-10 SEE NOTE 3 SEE NOTE 3 DRIFT # 1 A 2 3 4 5 6 7 7 8 8 B C D E E F H H 1 1 1 2 3 1 4 4 G G 1 A 2 3 4 5 6 7 7 8 8 B C D E E F H H 1 1 1 6 5 5 1 G G 1 A 2 3 4 5 6 7 7 8 8 B C D E E F H H 516 6 6 DRIFT 1 DRIFT 1 DRIFT 2 G G 1 A 2 3 4 5 6 7 7 8 8 B C D E E F H H 6 G G KL A, Inc.& Structural Engineers and Builders 215 North 12th Street, Unit E Carbondale, Colorado 81623 P: (970) 927 5174 F: (970) 927 5194 Buffalo, WY ○ Carbondale, CO ○ Denver, CO ○ Golden, CO ○ Loveland, CO 715 West Main Street, Suite 204 Aspen, Colorado 81611 P: 970.279.4157 F: 866.770.5585 834 W HALLAM TH E S T R U CT U R A L E N G I N E E R S S E A L O N T H I S DR A W I N G I N D I C A T E S T H A T T H E I N F O R MA T I O N S H O W N A N D T H E C A L C U L A T I ON S P E R T A I N I N G T O T H A T I N F O R M A T IO N H A V E B E E N P RE P A R E D B Y Q U A L IF I E D P E O P L E U N D ER T H E DI R E C T I O N O F T H E E N G I N E ER - O F - R E C O R D . TH E S E A L D O E S N OT I M P L Y R E S P O N SI B I L I T Y F O R I N F O RM A T I O N P R E P A R E D B Y O T H E R S N O R F O R A N Y I N F O R M AT I O N N O T S H O W N O N T H I S D R A W I N G A N D S U C H RE S P O N S IB I L I T Y I S S P E C I F I CA L L Y D I S C L A I M E D . O N P H A S E D P R OJ E C T S , D R A W I N G S T H A T A R E I S S U E D B U T N O T S E A L E D S H A L L B E C O N S ID E R E D T O B E P R EL I M I N A R Y I N N A T U RE A N D A R E I S S U ED F O R I N F O R M A T IO N O N L Y . TH E S E D RA W I N G S A R E T O B E U S E D I N C O N J U NC T I O N W I T H T H E A R C H I T E C T U R A L D RA W I N G S O N T H E P R O J E C T T O C L E A RL Y D E F I N E A L L OF T H E R EQ U I R E M E N T S F O R T H E C O N S T R U C T IO N . W H E R E C O N FL I C T S O C C U R C O NT A C T A R C H I T E C T FO R C L A R I F I C A T I O N. 6/28/2018Clarification 3 ISSUED DATENAME Dan Doherty KL&A 215 North 12th Street, Unit E Carbondale, Colorado 81623 970.510.5701 | ddoherty@klaa.com DATE OF PUBLICATION:11/14/2017 STRUCTURAL CONSULTANTS SURVEYOR MECHANICAL COPYRIGHT CONTRACTOR CIVIL PROJECT NO: DRAWN BY:DMB 2017 KL&A, INC B0480 Aspen CO 81611 TBD TBD TBD TBD ID ZONE DISTRICT MU PARCEL ID #273-512-304-002 LEGAL DESCRIPTION: City and Townsite of Aspen Block: 10 lot: K and Lot: L DRAWING ISSUANCE INDEX S-003 LOAD KEYS 3/32" = 1'-0"1 MAIN LEVEL LOAD KEY 3/32" = 1'-0"2 SECOND LEVEL LOAD KEY 3/32" = 1'-0"3 THIRD LEVEL LOAD KEY 3/32" = 1'-0"4 ROOF LOAD KEY 06/26/2018 01/11/2021 01/13/2021 denism SOG @18"OC TOP#4 (1) #6 T&B CONT 1'-0" T/SOG 24" FR O S T D E P T H (1 2 " M I N ) T/SOG PROVIDE ACCESSORIES TO SUPPORT REINFORCEMENT, REINF CHAIRED AT MID-HEIGHT VAPOR BARRIER/INSULATION, RE: NOTE COMPACTED BASE, RE: NOTE SUBGRADE, RE: NOTE RE : P L A N INSULATION, RE: ARCH REINFORCING, RE: PLAN NOTES: 1. RE: ARCH FOR VAPOR BARRIER AND INSULATION REQUIREMENTS. UNO RE: ARCH: PROVIDE VAPOR BARRIER BELOW SLABS WITH FLOOR FINISHES SUSCEPTIBLE TO MOISTURE. 2. SOG SHALL BEAR ON SUITABLE SUBGRADE MATERIAL AS SPECIFIED BY THE GEOTECHNICAL ENGINEER & GEOTECHNICAL REPORT. 3. PROVIDE MIN 4" FREE DRAINAGE COMPACTED BASE TYPICAL UNO BY GEOTECHNICAL ENGINEER & GEOTECHNICAL REPORT. T/SOG T/SOG NOTES: 1. STOP REINF AT EACH SIDE OF CONSTRUCTION JOINT 2. PROVIDE CONTROL JOINTS AT 15 FT OC EACH WAY MAXIMUM SPACING, UNO. CONSTRUCTION JOINTS CAN REPLACE CONTROL JOINTS. 3. UNO AT GARAGES, REINFORCING PASSING THROUGH CONSTRUCTION JOINTS SHALL BE EPOXY COATED. JOINT #3x3'-0"@18"OC THRU JOINT, CENTERED IN DEPTH 1" M I N NOTES: 1. SAWCUT CONTROL JOINT WITHIN 8 HOURS (MAX) OF PLACEMENT OR USE TOOLED JOINT DURING FINISHING (CONTRACTOR'S OPTION) 2. PROVIDE CONTROL JOINTS AT 15 FT OC EACH WAY MAXIMUM SPACING, UNO. CONSTRUCTION JOINTS CAN REPLACE CONTROL JOINTS. SAWCUT OR TOOLED CONTROL JOINT, CAULK RE: ARCH TYPICAL SOG CONTROL JOINT TYPICAL SOG CONSTRUCTION JOINT SECTION (2) #5 CONT 8" M I N CENTER 1'-4"1 1 T/SOG PLAN THICKENED SLAB 1' - 0 " STAIRS AND CONECTIONS TO STRUCTURE BY STAIR SUPPLIER STAIR STRINGERS RE: ARCH DWGS . TYPICAL DETAIL SHEET NOTES 1. It is the contractor's responsibility to understand the typical details on this sheet and apply them as needed on the project. 2. Typical details on this sheet are generally not referenced from any other drawing on the project. 3. Typical details on this sheet MAY be referenced on plans or details to clarify or identify a particular condition. The presence of such a reference does not alter the obligation of the contractor to apply the detail(s) as needed even if they are not referenced. T/SOG T/SOG STEP MORE THAN 8" TO 24" MAX STEP = 8" OR LESS #4@12" HORIZ WHEN STEP EXCEEDS 18" OPTIONAL CONST JOINT #5 CONT T&B #4@16" SOG REINF #4 CONTINUOUS 1'-6" 1'-6" . ST E P RE : P L A N T/SOG T/SOG 2" C L E A R 2" CLEAR ST E P RE : P L A N MIN 1'-0" MIN 1'-0"CONT WALL REINF PT SILL PLATE HOLDOWNBOUNDARY STUDS CONT WALL FOOTING . RE : S C H E D U L E EM B E D M E N T MI N 3" 2x SHEAR WALL HOLDOWN PT SILL PLATE CONT WALL FOOTING T/FTG RE: PLAN WIDTH T/SOG ALTERNATE DETAIL CONTRACTOR'S OPTION T/SOG SOG ADD (2) #5 CONT AT FOOTINGS SUPPORTING SHEAR WALLS, USE CLASS B LAP SPLICE AS REQUIRED PT SILL PLATE INTERIOR BEARING WALL RE : P L A N DE P T H RE : P L A N DE P T H RE: PLAN WIDTH SOG ADD (2) #5 CONT AT FOOTINGS SUPPORTING SHEAR WALLS, USE CLASS B LAP SPLICE AS REQUIRED PT SILL PLATE INTERIOR BEARING WALL KL A, Inc.& Structural Engineers and Builders 215 North 12th Street, Unit E Carbondale, Colorado 81623 P: (970) 927 5174 F: (970) 927 5194 Buffalo, WY ○ Carbondale, CO ○ Denver, CO ○ Golden, CO ○ Loveland, CO 715 West Main Street, Suite 204 Aspen, Colorado 81611 P: 970.279.4157 F: 866.770.5585 834 W HALLAM TH E S T R U CT U R A L E N G I N E E R S S E A L O N T H I S DR A W I N G I N D I C A T E S T H A T T H E I N F O R MA T I O N S H O W N A N D T H E C A L C U L A T I ON S P E R T A I N I N G T O T H A T I N F O R M A T IO N H A V E B E E N P RE P A R E D B Y Q U A L IF I E D P E O P L E U N D ER T H E DI R E C T I O N O F T H E E N G I N E ER - O F - R E C O R D . TH E S E A L D O E S N OT I M P L Y R E S P O N SI B I L I T Y F O R I N F O RM A T I O N P R E P A R E D B Y O T H E R S N O R F O R A N Y I N F O R M AT I O N N O T S H O W N O N T H I S D R A W I N G A N D S U C H RE S P O N S IB I L I T Y I S S P E C I F I CA L L Y D I S C L A I M E D . O N P H A S E D P R OJ E C T S , D R A W I N G S T H A T A R E I S S U E D B U T N O T S E A L E D S H A L L B E C O N S ID E R E D T O B E P R EL I M I N A R Y I N N A T U RE A N D A R E I S S U ED F O R I N F O R M A T IO N O N L Y . TH E S E D RA W I N G S A R E T O B E U S E D I N C O N J U NC T I O N W I T H T H E A R C H I T E C T U R A L D RA W I N G S O N T H E P R O J E C T T O C L E A RL Y D E F I N E A L L OF T H E R EQ U I R E M E N T S F O R T H E C O N S T R U C T IO N . W H E R E C O N FL I C T S O C C U R C O NT A C T A R C H I T E C T FO R C L A R I F I C A T I O N. 6/28/2018Clarification 3 ISSUED DATENAME Dan Doherty KL&A 215 North 12th Street, Unit E Carbondale, Colorado 81623 970.510.5701 | ddoherty@klaa.com DATE OF PUBLICATION:11/14/2017 STRUCTURAL CONSULTANTS SURVEYOR MECHANICAL COPYRIGHT CONTRACTOR CIVIL PROJECT NO: DRAWN BY:DMB 2017 KL&A, INC B0480 Aspen CO 81611 TBD TBD TBD TBD ID ZONE DISTRICT MU PARCEL ID #273-512-304-002 LEGAL DESCRIPTION: City and Townsite of Aspen Block: 10 lot: K and Lot: L DRAWING ISSUANCE INDEX S-004 TYPICAL DETAILS NTS1SLAB-ON-GRADE TURN DOWN NTS2TYPICAL SLAB-ON-GRADE NTS3TYPICAL SLAB-ON-GRADE JOINTING NTS4TYPICAL THICKENED SLAB-ON-GRADE AT STAIR NTS5TYPICAL SLAB-ON-GRADE STEPS NTS6TYPICAL THICKENED FOOTING AT HOLDOWN NTS7INTERIOR BEARING WALLS AT SLAB-ON-GRADE 06/26/2018 01/11/2021 01/13/2021 denism 1.1"x6" sheathing to each bearing or joist; face nail 2.1"x8" and wider sheathing to each bearing; face nail 3.2" subfloor to joist, girder, or blocking; blind and face nail 4.Bottom plate to joist or blocking; face nail 5.Top or bottom plate to stud; end nail 6.Stud to top or bottom plate 7.Stud to stud; face nail 8.Top plate to top plate; face nail 9.Top plate to top plate at end joints; each side of end joint, face nail (min 24" lap splice length each side of end joint) 11.Built-up header (2" to 2"); face nail 12.Ceiling joists to plate; toenail 13.Continuous header to stud; toenail 14.Ceiling joists not attached to parallel rafter, laps over partitions; face nail 15.Ceiling joists attached to parallel rafter 16.Joist at all bearings; toenail 19.1" brace to each stud and plate; face nail 20.Built-up corner studs 21.Built-up girder and beams 22.2" planks; face nail 23.Bridging to joist 24.Plywood Sheathing (2) 8d (3) 8d (2) 16d 16d@16" (2) 16d (4) 8d toenail or (2) 16d end nail 16d@24" 16d@16" (8) 16d 16d@16"OC each face (3) 8d (4) 8d (3) 16d RE: IBC Table 2308.7.3.1 (3) 8d (2) 8d 16d@24" OC 20d@32"OC at top and bottom and staggered (2) 20d at ends and at each splice (2) 16d at each bearing (2) 8d At shear walls - Re: typical details. Other walls - Re: general notes. Blocking between joists and rafters - To joists or rafters - Toenails each side, each end THIS DETAIL CONFORMS TO ALL IBC 2015 (AND OLDER) REQUIREMENTS TYPICAL MINIMUM NAILING REQUIREMENTS CONNECTION COMMON NAILS ALTERNATE OPTION -- -- -- (3) 3"x0.131"G (4) 3"x0.131"G toenail or (3) 3"x0.131"G end nail 3"x0.131"G @12"oc 3"x0.131"G @16"oc 3"x0.131"G @12"oc -- -- (3) 3"x0.131"G (4) 3"x0.131"G (3) 3"x0.131"G 17.Rafter or roof truss to top plate; toenail (3) 10d (4) 3"x0.131"G 18.Roof rafters to ridge valley or hip rafters, or roof rafter to 2" ridge beam (2) 16d end nail or (3) 10d toenail (3) 3"x0.131"G end nail or (4) 3"x0.131"G toenail (2) 3"x0.131"G 3"x0.131"G @12"oc 3"x0.131"G@24"OC at top and bottom and staggered (3) 3"x0.131"G at ends and at each splice Manufactured Lumber:As required by manufacturer but not less than nailing for Dimensional Lumber -- (2) 3"x0.131"G Blocking between studs, each end (2) 16d end nail or (2) 10d toenail (3) 3"x0.131"G end nail or (2) 3"x0.131"G toenail 10.Top plate laps at corners and intersections; face nail (2) 16d (12) 3"x0.131"G (3) 3"x0.131"G Dimensional Lumber: 4" 4" 8" 1 1/2" 1 1/2" 4" 8" 1 1/2" 1 1/2" 4" 8" 1 1/2" 1 1/2" 4TH PART TYP (3) PART COL STAGGERED 16d COMMON WIRE NAILS @4"OC, ALT SIDES (3) PART COL STAGGERED 16d COMMON WIRE NAILS @4"OC, ALT SIDES (4, OR 5) PART COL 4TH PART - STAGGERED 16d COMMON WIRE NAILS @4"OC 4TH PART TYP (3) PART COL (2) PART COL TYPICAL STUDS, RE: PLAN FOR SPACING ATTACH SHEATHING W/ FIELD NAILING OR SCREWS (3), (4), OR (5) PART STUD PACK PLYWOOD, OSB OR GYPSUM WALL SHEATHING NAILS OR SCREWS AT 8"OC MAX AT BOUNDARY AND MIDDLE LAMINATIONS AT (5) PLY STUD PACK NAILS OR SCREWS @8"OC MAX AT BOUNDARY LAMINATIONS OF STUD PACK TYPICAL WALL SHEATHING TO STUD PACK ATTACHMENT D 3xD MIN EQ EQ 2" M I N D/ 3 M A X D 3x D M I N D/ 1 0 M A X D/5 MAX NEATLY BORED HOLE D/3 MAX D 6" MAX(12) 16d D/ 2 M A X D (6) 16d 16" MAX 1 1/2" x 16GA STRAP EACH PLATE EACH SIDE OF NOTCH 1 1/4" x 12GA STRAP EACH PLATE A. SECTION - HOLES IN WOOD STUDS B. PLAN - NOTCHES IN WOOD PLATES NOT IN SHEAR WALLS C. PLAN - NOTCHES IN WOOD PLATES AT SHEAR WALLS D. SECTION -NOTCHES AND HOLES IN WOOD JOISTS AND RAFTERS (NOTCHES NOT PERMITTED IN STUDS) (APPLIES TO DIMENSIONAL LUMBER ONLY. FOR MANUFACTURED LUMBER OR WOOD I-JOIST RE: MANUFACTURER OR CONTACT ENGINEER) 1 1/4"x16GA STRAP W/ (13) 8d NAILS AND 14" EACH SIDE OF JOINT RIM BOARD: MATCH JOIST SIZE ELEVATION NOTES: 1. STAGGER SPLICES 10'-0" (MIN). 2. WHERE PLAN CALLS FOR DOUBLE MEMBER USE SPLICE FOR BOTH. 3. ALLOWABLE TENSION THROUGH THE SPLICE IS 1705 LB. 16d@12" STAGGERED (AT DOUBLE MEMBERS ONLY) NAIL W/ (8) 16d ON EACH SIDE OF EACH BREAK IN TOP PLATE, STAGGER TO AVOID SPLITTING CENTER LOWER SPLICE OVER STUD TOP VIEW ELEVATION NOTES: 1. NAILING APPLIES AT SPLICE OF BOTH UPPER AND LOWER TOP PLATES. 2. ALLOWABLE TENSION ACROSS SPLICE IS 3610 LB FOR DFL. 3. ALLOWABLE TENSION ACROSS SPLICE IS 3124 LB FOR HF/SPF. 4. TYPICAL NAILING AWAY FROM SPLICE IS 16d@16"OC. 5. 4'-0" MINIMUM SPACING BETWEEN SPLICES. 6. CODE REFERENCE: IBC 2015, TABLE 2304.10.1 & 2308.5.3.2 TYPICAL DETAIL SHEET NOTES 1. It is the contractor's responsibility to understand the typical details on this sheet and apply them as needed on the project. 2. Typical details on this sheet are generally not referenced from any other drawing on the project. 3. Typical details on this sheet MAY be referenced on plans or details to clarify or identify a particular condition. The presence of such a reference does not alter the obligation of the contractor to apply the detail(s) as needed even if they are not referenced. FULL HEIGHT WALL PERPENDICULAR TO FRAMING FULL HEIGHT WALL PARALLEL TO FRAMING 8d@12" FIELD NAILING (MIN)SHEATHING SIMPSON DTC @48"OC, MAX, LEAVE 1/2" GAP SHEATHING 8d@12" FIELD NAILING (MIN) ADD NAILS AS REQUIRED (2) 16d TOENAILSCEILING JOIST, RAFTER, OR ROOF TRUSS SIMPSON DTC @48"OC, MAX, LEAVE 1/2" GAP 2x NON-LOADING BEARING WALL, RE: ARCH CEILING JOIST, RAFTER, OR ROOF TRUSS 2x NON-LOADING BEARING WALL, RE: ARCH JOIST PERPENDICULAR TO WALL JOIST PARALLEL TO WALL FLOOR FRAMING (2) 16d NAILS INTO BLOCKING 2x NON-LOADING BEARING WALL, RE: ARCH SOLID BLOCKING @16"OC ALIGN WITH WALL STUDS NOTE: CONTRACTOR MAY ELIMINATE BLOCKING BY DOUBLING JOISTS DIRECTLY BELOW WALL, DO NOT EXCEED JOIST SPACING SHOWN ON PLAN BOTTOM PLATE (3) 16d NAILS EA SIDE FLOOR FRAMING (2) 16d NAILS INTO EACH JOIST 2x NON-LOADING BEARING WALL, RE: ARCH BOTTOM PLATE KL A, Inc.& Structural Engineers and Builders 215 North 12th Street, Unit E Carbondale, Colorado 81623 P: (970) 927 5174 F: (970) 927 5194 Buffalo, WY ○ Carbondale, CO ○ Denver, CO ○ Golden, CO ○ Loveland, CO 715 West Main Street, Suite 204 Aspen, Colorado 81611 P: 970.279.4157 F: 866.770.5585 834 W HALLAM TH E S T R U CT U R A L E N G I N E E R S S E A L O N T H I S DR A W I N G I N D I C A T E S T H A T T H E I N F O R MA T I O N S H O W N A N D T H E C A L C U L A T I ON S P E R T A I N I N G T O T H A T I N F O R M A T IO N H A V E B E E N P RE P A R E D B Y Q U A L IF I E D P E O P L E U N D ER T H E DI R E C T I O N O F T H E E N G I N E ER - O F - R E C O R D . TH E S E A L D O E S N OT I M P L Y R E S P O N SI B I L I T Y F O R I N F O RM A T I O N P R E P A R E D B Y O T H E R S N O R F O R A N Y I N F O R M AT I O N N O T S H O W N O N T H I S D R A W I N G A N D S U C H RE S P O N S IB I L I T Y I S S P E C I F I CA L L Y D I S C L A I M E D . O N P H A S E D P R OJ E C T S , D R A W I N G S T H A T A R E I S S U E D B U T N O T S E A L E D S H A L L B E C O N S ID E R E D T O B E P R EL I M I N A R Y I N N A T U RE A N D A R E I S S U ED F O R I N F O R M A T IO N O N L Y . TH E S E D RA W I N G S A R E T O B E U S E D I N C O N J U NC T I O N W I T H T H E A R C H I T E C T U R A L D RA W I N G S O N T H E P R O J E C T T O C L E A RL Y D E F I N E A L L OF T H E R EQ U I R E M E N T S F O R T H E C O N S T R U C T IO N . W H E R E C O N FL I C T S O C C U R C O NT A C T A R C H I T E C T FO R C L A R I F I C A T I O N. 6/28/2018Clarification 3 ISSUED DATENAME Dan Doherty KL&A 215 North 12th Street, Unit E Carbondale, Colorado 81623 970.510.5701 | ddoherty@klaa.com DATE OF PUBLICATION:11/14/2017 STRUCTURAL CONSULTANTS SURVEYOR MECHANICAL COPYRIGHT CONTRACTOR CIVIL PROJECT NO: DRAWN BY:DMB 2017 KL&A, INC B0480 Aspen CO 81611 TBD TBD TBD TBD ID ZONE DISTRICT MU PARCEL ID #273-512-304-002 LEGAL DESCRIPTION: City and Townsite of Aspen Block: 10 lot: K and Lot: L DRAWING ISSUANCE INDEX S-005 TYPICAL DETAILS NTS1TYPICAL MINIMUM NAILING REQUIREMENTS NTS2TYPICAL STUD PACK NAILING NTS3 TYPICAL REQUIREMENTS FOR HOLES AND NOTCHES IN WOOD MEMBERS NTS4TYPICAL RIM BOARD SPLICE NTS5TYPICAL TOP PLATE SPLICE NTS6TYPICAL NON-BEARING PARTITION WALL TOP SUPPORT NTS7TYPICAL NON-BEARING PARTITION WALL BASE SUPPORT 06/26/2018 01/11/2021 01/13/2021 denism TYPICAL DETAIL SHEET NOTES 1. It is the contractor's responsibility to understand the typical details on this sheet and apply them as needed on the project. 2. Typical details on this sheet are generally not referenced from any other drawing on the project. 3. Typical details on this sheet MAY be referenced on plans or details to clarify or identify a particular condition. The presence of such a reference does not alter the obligation of the contractor to apply the detail(s) as needed even if they are not referenced. 2" T Y P (2) ROWS OF 16d@12"OC OR (3) ROWS OF 10d@12"OC, TYP (2) 1 3/4" LVL OR (2) 1 1/2" 2x w = 545 PLF (3) 1 3/4" LVL OR (3) 1 1/2" 2x w = 405 PLF (2) ROWS 1/2"G BOLTS @16"OC (2) ROWS 1/4"Gx6" WOOD SCREWS @16"OC, EACH SIDE (4) 1 3/4" LVL OR (4) 1 1/2" 2x w = 505 PLF (4) 1 3/4" LVL OR (4) 1 1/2" 2x w = 680 PLF 2" T Y P 2" T Y P 2" T Y P NOTES: 1. ALL MULTIPLE WOOD MEMBERS MUST BE FASTENED TOGETHER TO ACT AS A SINGLE UNIT. 2. LAMINATIONS SHALL BE CONTINUOUSLY GLUED WITH EXTERIOR GLUE. 3. LAMINATIONS SHALL BE DRY (LESS THAN 16% MOISTURE CONTENT) WHEN GLUED. DO NOT SPLICE LAMINATIONS 4. WHERE FASTENERS TO BE INSTALLED ON BOTH SIDES, STAGGER BY 1/2 THE REQUIRED CONNECTOR SPACING. 5. PSL MATERIAL OF EQUAL CROSS-SECTIONAL DIMENSIONS MAY BE SUBSTITUTED FOR BUILT-UP LVL BEAMS. 6. 7" WIDE BEAMS SHOULD BE SIDE-LOADED ONLY WHEN LOADS ARE APPLIED TO BOTH SIDES OF THE MEMBERS (TO MINIMIZE ROTATION). 7. w = MAXIMUM UNIFORM LOAD APPLIED TO EITHER OUTSIDE MEMBER. (2) ROWS OF 16d@12"OC OR (3) ROWS OF 10d@12"OC, EACH SIDE, TYP SPAN DIMENSIONED DOUGLAS-FIR LSL ALTERNATES LVL ALTERNATES GLULAM ALTERNATES 3'-0" 4'-0" 5'-0" 6'-0" 7'-0" 8'-0" 9'-0" 10'-0" (3) 2x6 (3) 2x8 (3) 2x10 (3) 2x12 N/A N/A N/A N/A (2) 1 3/4"x5 1/2" (2) 1 3/4"x5 1/2" (2) 1 3/4"x7 1/4" (3) 1 3/4"x7 1/4" (3) 1 3/4"x9 1/4" (3) 1 3/4"x9 1/4" (3) 1 3/4"x11 1/4" (3) 1 3/4"x11 7/8" (2) 1 3/4"x5 1/2" (2) 1 3/4"x5 1/2" (3) 1 3/4"x5 1/2" (3) 1 3/4"x7 1/4" (2) 1 3/4"x9 1/4" (3) 1 3/4"x9 1/4" (2) 1 3/4"x11 1/4" (3) 1 3/4"x11 1/4" 3 1/2"x6" 3 1/2"x6" 3 1/2"x7 1/2" 3 1/2"x9" 3 1/2"x9" 3 1/2"x10 1/2" 3 1/2"x11 7/8" 3 1/2"x13 1/2" 1 SPAN DIMENSIONED LUMBER DOUGLAS-FIR LSL ALTERNATES LVL ALTERNATES GLULAM ALTERNATES 3'-0" 4'-0" 5'-0" 6'-0" 7'-0" 8'-0" 9'-0" 10'-0" (2) 2x4 (3) 2x4 (2) 2x6 (3) 2x6 (2) 2x8 (3) 2x8 (3) 2x10 (3) 2x10 (2) 1 3/4"x5 1/2" (2) 1 3/4"x5 1/2" (2) 1 3/4"x5 1/2" (2) 1 3/4"x5 1/2" (3) 1 3/4"x5 1/2" (2) 1 3/4"x7 1/4" (3) 1 3/4"x7 1/4" (2) 1 3/4"x9 1/2" (2) 1 3/4"x5 1/2" (2) 1 3/4"x5 1/2" (2) 1 3/4"x5 1/2" (2) 1 3/4"x5 1/2" (3) 1 3/4"x5 1/2" (2) 1 3/4"x7 1/4" (2) 1 3/4"x7 1/4" (3) 1 3/4"x7 1/4" 3 1/2"x6" 3 1/2"x6" 3 1/2"x6" 3 1/2"x6" 3 1/2"x6" 3 1/2"x7 1/2" 3 1/2"x7 1/2" 3 1/2"x7 1/2" HEADER CONNECTION HEADER CONNECTION 2x10d 2x10d 2x10d 2x10d 2x10d 2x10d 2x10d 2x10d 4x10d 4x10d 4x10d 6x10d 6x10d 6x10d 8x10d 8x10d NO OF BEARING STUDS EACH END 1 1 1 1 1 1 1 1 NO OF BEARING STUDS EACH END 1 2 2 2 2 3 3 RECOMMENDED HEADERS IN INTERIOR NON-LOAD BEARING WALLS HEADERS IN LOAD BEARING WALLS ELEVATION HEADER HEADER CONNECTION, RE: TABLE NOTES: 1. THIS TABLE APPLIES TO HEADERS WHICH ARE NOT EXPLICITLY CALLED OUT ON PLAN WITH SPANS OF 10'-0" OR LESS 2. HEADERS IN LOAD BEARING WALLS DESIGNED FOR 1500 PLF DEAD + LIVE LOAD. 3. HEADERS IN NON-LOAD BEARING WALLS DESIGNED FOR 400 PLF DEAD + LIVE LOAD. 4. DIMENSIONED LUMBER HEADERS TO BE DOUGLAS-FIR No2. 5. LVL = LAMINATED VENEER LUMBER: Fb = 2600 PSI, E = 2000 KSI 6. LSL = LAMINATED STRAND LUMBER: Fb = 2250 PSI, E = 1500 KSI 7. GLULAM GRADE IS 24F-V4 DF 8. LIVE LOAD DEFLECTION CRITERIA IS L/360 9. HEADERS SUPPORTING POINT LOADS FROM BEAMS OR COLUMNS SHOULD NOT BE SIZED FROM THIS TABLE. NOTIFY STRUCTURAL ENGINEER. 10. RE: ARCH FOR LOCATIONS OF NON-LOAD BEARING WALLS. HE I G H T = 1 2 ' - 0 " ( M A X ) SPAN KING (WIND) STUDS EACH SIDE. MINIMUM NUMBER OF KING STUDS EACH SIDE IS EQUAL TO HALF THE NUMBER OF STUDS INTERRUPTED BY HEADER PLUS ONE, (2) MIN 10 BEARING STUDS EACH SIDE, RE: TABLE KL A, Inc.& Structural Engineers and Builders 215 North 12th Street, Unit E Carbondale, Colorado 81623 P: (970) 927 5174 F: (970) 927 5194 Buffalo, WY ○ Carbondale, CO ○ Denver, CO ○ Golden, CO ○ Loveland, CO 715 West Main Street, Suite 204 Aspen, Colorado 81611 P: 970.279.4157 F: 866.770.5585 834 W HALLAM TH E S T R U CT U R A L E N G I N E E R S S E A L O N T H I S DR A W I N G I N D I C A T E S T H A T T H E I N F O R MA T I O N S H O W N A N D T H E C A L C U L A T I ON S P E R T A I N I N G T O T H A T I N F O R M A T IO N H A V E B E E N P RE P A R E D B Y Q U A L IF I E D P E O P L E U N D ER T H E DI R E C T I O N O F T H E E N G I N E ER - O F - R E C O R D . TH E S E A L D O E S N OT I M P L Y R E S P O N SI B I L I T Y F O R I N F O RM A T I O N P R E P A R E D B Y O T H E R S N O R F O R A N Y I N F O R M AT I O N N O T S H O W N O N T H I S D R A W I N G A N D S U C H RE S P O N S IB I L I T Y I S S P E C I F I CA L L Y D I S C L A I M E D . O N P H A S E D P R OJ E C T S , D R A W I N G S T H A T A R E I S S U E D B U T N O T S E A L E D S H A L L B E C O N S ID E R E D T O B E P R EL I M I N A R Y I N N A T U RE A N D A R E I S S U ED F O R I N F O R M A T IO N O N L Y . TH E S E D RA W I N G S A R E T O B E U S E D I N C O N J U NC T I O N W I T H T H E A R C H I T E C T U R A L D RA W I N G S O N T H E P R O J E C T T O C L E A RL Y D E F I N E A L L OF T H E R EQ U I R E M E N T S F O R T H E C O N S T R U C T IO N . W H E R E C O N FL I C T S O C C U R C O NT A C T A R C H I T E C T FO R C L A R I F I C A T I O N. 6/28/2018Clarification 3 ISSUED DATENAME Dan Doherty KL&A 215 North 12th Street, Unit E Carbondale, Colorado 81623 970.510.5701 | ddoherty@klaa.com DATE OF PUBLICATION:11/14/2017 STRUCTURAL CONSULTANTS SURVEYOR MECHANICAL COPYRIGHT CONTRACTOR CIVIL PROJECT NO: DRAWN BY:DMB 2017 KL&A, INC B0480 Aspen CO 81611 TBD TBD TBD TBD ID ZONE DISTRICT MU PARCEL ID #273-512-304-002 LEGAL DESCRIPTION: City and Townsite of Aspen Block: 10 lot: K and Lot: L DRAWING ISSUANCE INDEX S-006 TYPICAL DETAILS NTS2BUILT-UP WOOD BEAM DETAIL NTS1TYPICAL WOOD HEADER TABLE 06/26/2018 01/11/2021 01/13/2021 denism 1 1 A A 2 2 3 3 4 4 5 5 6 6 7 7 8 8 B B C C D D E E F F H H 47 ' - 7 3 / 4 " 1 S-400 (4 )2 x 6 D F L N o 2B 8' - 0 " HD 2 B 8' - 0 " HD 2 HD 2 B 9' - 0 " 15'-3 3/4"15'-0"7'-3"28'-6 1/4" 66'-1" 4' - 0 1 / 2 " 13 ' - 0 1 / 4 " 7' - 3 1 / 4 " 3' - 5 3 / 4 " 19 ' - 1 0 " 17'-1 1/8"9'-2 5/8"40'-2 1/2" 66'-6 1/4" 47 ' - 1 1 / 4 " 20 ' - 0 1 / 4 " 7' - 3 " 19 ' - 1 0 " T/SLAB 89'-0" T/SLAB 89'-0" T/SLAB 89'-0" T/SLAB 90'-11" 4' - 0 7 / 8 " Z 9'-5 3/8" Z Z Z 8'-7 1/4"7'-4 1/8"3'-8" Z 8' - 6 5 / 8 " 11'-0 1/2" 7'-10 7/8" 1'-6" 7 "x 7 " P S L 88'-6" F2.5 88'-6" F2.5 88'-6" F2.5 88'-6" F3.5 90'-5" F2.5 90'-5" F2.5 90'-5" F2.5 88'-6" F2.5 1 S-400 1 S-400 1 S-400 1 S-400 1 S-400 1 S-400 2 S-4002 S-400 2 S-400 2 S-400 2 S-400 2 S-400 2 S-400 7 S-004 7 S-004 7 S-004 7 S-004 2 S-401 TYP, UNO 8" TYP, UNO 94'-6" F3.0 94'-6" F3.0 1 8" C O N C. C O L U M N 1 8" C O N C. C O L U M N 1 S-403 1 S-403 7 S-004 S-401 7 88'-6" F3.5 4'-4 5/8"2'-8" TYP 8" TYP 8" 0-1 0-1 0-1 0-1 0-1 G G 9 S-401 9 S-401 1 S-403 6'-9 3/8"2'-8"11'-1 1/2"2'-8"7'-0 7/8" 3" 2' - 8 " 8'-1 5/8"2'-8"6'-0 3/4"2'-8"12'-0 7/8"2'-8"2'-11 1/8"2'-8"14'-11 7/8"2'-8"9'-0" Z 4'-9 3/4" Z4'-9 3/4" Z 2 3 / 4 " Z 2 3 / 4 " 7 S-004 11'-0"9'-7 3/8" 2' - 0 " 1 S-404 7 S-404 4'-3"3'-0 5/8" 88'-6" FC18 88'-6" FC18 90'-5" FC18 88'-6" FC18 88'-6" FC24 88'-6" FC24 88'-6" FC18 90'-5" F2.5 88'-6" FC18 1 S-404 2 S-404 4 S-404 1. FLOOR CONSTRUCTION: 4" THICK NORMAL WEIGHT CONCRETE SLAB ON GRADE, REINF W/ #3@18"OC EW CHAIR TO MID DEPTH 2. RE: PLAN FOR TOP OF SLAB ELEVATIONS. 3. TYPICAL INTERIOR STRUCTURAL WALL IS 2x6 DFL STUD@16"OC, UNO. 4. TYPICAL COLUMN IS (3)2x6 DFL No2, UNO. 5. RE: "TYPICAL WOOD HEADER SCHEDULE" FOR HEADER SIZING AND NUMBER OF TRIMMER STUDS WHERE INDICATED "HDR" ON PLAN. 6. WHEN NOT SPECIFIED AS "HDR", MINIMUM NUMBER OF KING STUDS EACH SIDE OF OPENING IS EQUAL TO HALF THE NUMBER OF STUDS INTERRUPTED BY HEADER PLUS ONE, (2) MIN. RE: "TYPICAL WOOD HEADER SCHEDULE" FOR ATTACHMENT OF HEADER TO KING STUDS. 7. WHERE POSSIBLE, TYPICAL CONDITIONS ARE SUMMARIZED IN THE LOWER RIGHT HAND CORNER OF THE PLAN. 8. RE: SHEETS S001-S002 FOR GENERAL NOTES AND LEGENDS 9. RE: SHEET S003 FOR LOAD KEYS 10. RE: SHEETS S004-S006 FOR TYPICAL DETAILS 11. RE: SHEET S501 FOR SHEAR WALL, AND HOLDOWN SCHEDULES 12. RE: GENERAL NOTES FOR ADDITIONAL INFORMATION FOUNDATION PLAN NOTES: KL A, Inc.& Structural Engineers and Builders 215 North 12th Street, Unit E Carbondale, Colorado 81623 P: (970) 927 5174 F: (970) 927 5194 Buffalo, WY ○ Carbondale, CO ○ Denver, CO ○ Golden, CO ○ Loveland, CO 715 West Main Street, Suite 204 Aspen, Colorado 81611 P: 970.279.4157 F: 866.770.5585 834 W HALLAM TH E S T R U CT U R A L E N G I N E E R S S E A L O N T H I S DR A W I N G I N D I C A T E S T H A T T H E I N F O R MA T I O N S H O W N A N D T H E C A L C U L A T I ON S P E R T A I N I N G T O T H A T I N F O R M A T IO N H A V E B E E N P RE P A R E D B Y Q U A L IF I E D P E O P L E U N D ER T H E DI R E C T I O N O F T H E E N G I N E ER - O F - R E C O R D . TH E S E A L D O E S N OT I M P L Y R E S P O N SI B I L I T Y F O R I N F O RM A T I O N P R E P A R E D B Y O T H E R S N O R F O R A N Y I N F O R M AT I O N N O T S H O W N O N T H I S D R A W I N G A N D S U C H RE S P O N S IB I L I T Y I S S P E C I F I CA L L Y D I S C L A I M E D . O N P H A S E D P R OJ E C T S , D R A W I N G S T H A T A R E I S S U E D B U T N O T S E A L E D S H A L L B E C O N S ID E R E D T O B E P R EL I M I N A R Y I N N A T U RE A N D A R E I S S U ED F O R I N F O R M A T IO N O N L Y . TH E S E D RA W I N G S A R E T O B E U S E D I N C O N J U NC T I O N W I T H T H E A R C H I T E C T U R A L D RA W I N G S O N T H E P R O J E C T T O C L E A RL Y D E F I N E A L L OF T H E R EQ U I R E M E N T S F O R T H E C O N S T R U C T IO N . W H E R E C O N FL I C T S O C C U R C O NT A C T A R C H I T E C T FO R C L A R I F I C A T I O N. 6/28/2018Clarification 3 ISSUED DATENAME Dan Doherty KL&A 215 North 12th Street, Unit E Carbondale, Colorado 81623 970.510.5701 | ddoherty@klaa.com DATE OF PUBLICATION:11/14/2017 STRUCTURAL CONSULTANTS SURVEYOR MECHANICAL COPYRIGHT CONTRACTOR CIVIL PROJECT NO: DRAWN BY:DMB 2017 KL&A, INC B0480 Aspen CO 81611 TBD TBD TBD TBD ID ZONE DISTRICT MU PARCEL ID #273-512-304-002 LEGAL DESCRIPTION: City and Townsite of Aspen Block: 10 lot: K and Lot: L DRAWING ISSUANCE INDEX S-101 LOWER LEVEL PLAN 1/4" = 1'-0"1 LOWER LEVEL PLAN KEYNOTE LEGEND 0-1 ATTACH BOUNDARY STUDS TO FDN WALL, RE: 2/S-501. TYP AT LOWER LEVEL FDN WALLS 06/26/2018 01/11/2021 01/13/2021 denism 1 1 A A 2 2 3 3 4 4 5 5 6 6 7 7 8 8 B B C C D D E E F F H H T/SHEATHING 99'-3 3/4" (3)1 3/4"x11 7/8" LVL (2)1 3/4"x11 7/8" LVL (3 ) 1 3 / 4 " x 1 1 7 / 8 " L V L (3)1 3/4"x11 7/8" LVL (4 ) 1 3 / 4 " x 1 1 7 / 8 " L V L (2)1 3/4"x11 7/8" LVL (4 ) 1 3 / 4 " x 1 4 " L V L 2 1/4 2 1/4 3" 3" 4" 11 7/8 TJI 360@16"OC 11 7 / 8 T J I 2 1 0 @ 1 6 " O C 11 7 / 8 T J I 2 1 0 @ 1 6 " O C 11 7 / 8 T J I 2 1 0 @ 1 6 " O C 11 7 / 8 T J I 2 1 0 @ 1 6 " O C 11 7 / 8 T J I 2 1 0 @ 1 6 " O C 11 7 / 8 T J I 2 1 0 @ 1 6 " O C 1 3 / 4 " x 1 1 7 / 8 " L V L @ 1 2 " O C 9 1 / 2 T J I 2 1 0 @ 1 6 " O C 9 1 / 2 T J I 2 1 0 @ 1 6 " O C T/SHEATHING 99'-8 3/4" (2 ) 1 3 / 4 " x 1 1 7 / 8 " L V L 1 3/4"x11 7/8" LVL (2)1 3/4"x11 7/8" LVL (2 ) 1 3 / 4 " x 1 1 7 / 8 " L V L (2 ) 1 3 / 4 " x 1 1 7 / 8 " L V L (2)1 3/4"x11 7/8" LVL 1 S-400 HD 2 HD 2 C 4' - 3 " A 27'-0" HD 2 B 4' - 3 " HD 1 HD 1 B 9' - 0 " B 8' - 0 " HD 1 HD 1 B 13'-0"HD1 HD1 A 25'-9"HD1 HD 1 B 3' - 6 " HD 1 B 3' - 6 " A 9'-0"HD1 HD 1 A 5' - 8 " A 9'-0"HD1 HD1 A 15 ' - 0 " B 8' - 0 " HD 1 HD 1 47 ' - 7 3 / 4 " 15'-3 3/4"15'-0"7'-3"28'-6 1/4" 66'-1" 4' - 0 1 / 2 " 13 ' - 0 1 / 4 " 7' - 3 1 / 4 " 3' - 5 3 / 4 " 19 ' - 1 0 " 17'-1 1/8"9'-2 5/8"40'-2 1/2" 66'-6 1/4" 47 ' - 1 1 / 4 " 20 ' - 0 1 / 4 " 7' - 3 " 19 ' - 1 0 " T/SHEATHING 99'-6" T/SHEATHING 99'-11" T/SHEATHING 98'-0" Z4'-9 3/4" Z 4'-9 3/4" Z 2 3 / 4 " (2 ) 1 3 / 4 " x 1 1 7 / 8 " L V L (2 ) 1 3 / 4 " x 1 1 7 / 8 " L V L (2 ) 1 3 / 4 " x 1 1 7 / 8 " L V L Z 2 3 / 4 " A 45'-0" 1 S-400 1 S-400 1 S-400 1 S-400 1 S-400 2 S-400 1- 2 1- 2 1- 2 1- 2 1-2 1- 2 1- 2 2 S-400 2 S-400 2 S-400 2 S-400 HD 2 H2H1 H3 H4 H4 H3H3 H3 H3 3 S-402 1 S-401 1/4" / 1'-0" T/CONC 98'-0" 2 S-401 2 S-401 6 S-401 T/WALL 97'-5 3/4" T/WALL 97'-9 3/4" T/WALL 99'-3 3/4" T/WALL 97'-5 3/4" T/WALL 97'-5 3/4" T/WALL 99'-3 3/4" H4 (2 ) 1 3 / 4 " x 1 1 7 / 8 " L V L (2 ) 1 3 / 4 " x 1 1 7 / 8 " L V L 1 3/4"x11 7/8" LVL H7 H7 H7 H7 H8 H8 H8 H8 H8 H8 H8 H8 H9 H9 H8 A 31'-0" A 31'-0" B 9' - 0 " B 19 ' - 4 " H2 H2 6x6 DFL No2 6 x 6 D F L N o2 6 x 6 D F L N o2 6 x 6 D F L N o2 6 x 6 D F L N o 2 3 S-401 1 S-403 1 S-403 T/WALL 99'-8 3/4" T/WALL 99'-8 3/4" 1-3 CONTRACTOR FRAMED STAIR C O N T R A C T O R F R A M E D S T A I R C O N T R A C T O R F R A M E D S T A I R CO N T R A C T O R FR A M E D S T A I R C O N T R A C T O R F R A M E D S T A I R S-401 7 6 x 6 D F L N o 2 T/WALL 97'-9 3/4" T/SHEATHING 98'-0" 1' - 6 " T/CONC 97'-11" G G 1-2 CO N T R A C T O R FR A M E D S T A I R 9 S-401 2 S-403 9 S-401 (3)2x4 (3)2x4 (3)2x4 (3)2x4 (3)2x4 6 S-401 6 S-403 6 S-403T/SHEATHING 99'-11" (2)1 3/4"x11 7/8" LVL (2 ) 1 3 / 4 " x 1 1 7 / 8 " L V L 1 S-402 2 S-400 7 S-403 T/WALL 99'-8 3/4" T/WALL 99'-6 1/2" T/WALL 99'-8 3/4" 1- 2 1- 2 1- 2 T/WALL 99'-1 3/4" 1- 2 1 S-404 7 S-404 2 1 / 4 1'-6" 11 7/8 TJI 360@16"OC 4 S-404 OVERFRAMING T/SHEATHING 98'-0" 2 S-402 5 S-404 5 S-404 5 S-404 H13H13 H13 H8 H8 H8 H8 H14 H8 H8 1 S-404 T/WALL 99'-3 3/4" 1. FLOOR CONSTRUCTION: 3/4" SUBFLOOR ON WOOD JOISTS 2. TYPICAL EXTERIOR WALL IS 1/2" OSB/PLYWOOD WALL SHEATHING ON 2x6 DFL STUD@16"OC, UNO. ATTACH WALL SHEATHING WITH 8d@6"OC AT EDGES AND @12"OC IN FIELD UNLESS DESIGNATED AS A SHEAR WALL. RE: SHEAR WALL SCHEDULE FOR SHEAR WALL NAILING. 3. TYPICAL EXTERIOR WALL AT EXISTING STRUCTURE IS 1/2" SHEATHING ON THE INTERIOR WITH EXISTING 2X4 STUDS @16"OC MAX, UNO. PROVIDE ADDITIONAL STUDS IF NECESSARY. ATTACH WALL SHEATHING WITH 8d@6"OC AT EDGES AND @12"OC IN FIELD UNLESS DESIGNATED AS SHEAR WALL, RE: SHEAR WALL SCHEDULE FOR SHEAR WALL NAILING. 4. TYPICAL INTERIOR STRUCTURAL WALL IS 2x6 DFL STUD@16"OC, UNO. 5. TYPICAL COLUMN IS (3)2x6 DFL No2, UNO. 6. RE: "TYPICAL WOOD HEADER SCHEDULE" FOR HEADER SIZING AND NUMBER OF TRIMMER STUDS WHERE INDICATED "HDR" ON PLAN. 7. WHEN NOT SPECIFIED AS "HDR", MINIMUM NUMBER OF KING STUDS EACH SIDE OF OPENING IS EQUAL TO HALF THE NUMBER OF STUDS INTERRUPTED BY HEADER PLUS ONE, (2) MIN. RE: "TYPICAL WOOD HEADER SCHEDULE" FOR ATTACHMENT OF HEADER TO KING STUDS. 8. WHERE POSSIBLE, TYPICAL CONDITIONS ARE SUMMARIZED IN THE LOWER RIGHT HAND CORNER OF THE PLAN. 9. RE: SHEETS S001-S002 FOR GENERAL NOTES AND LEGENDS 10. RE: SHEET S003 FOR LOAD KEYS 11. RE: SHEETS S004-S006 FOR TYPICAL DETAILS 12. RE: SHEET S501 FOR SHEAR WALL, AND HOLDOWN SCHEDULES 13. RE: GENERAL NOTES FOR ADDITIONAL INFORMATION FLOOR PLAN NOTES:KL A, Inc.& Structural Engineers and Builders 215 North 12th Street, Unit E Carbondale, Colorado 81623 P: (970) 927 5174 F: (970) 927 5194 Buffalo, WY ○ Carbondale, CO ○ Denver, CO ○ Golden, CO ○ Loveland, CO 715 West Main Street, Suite 204 Aspen, Colorado 81611 P: 970.279.4157 F: 866.770.5585 834 W HALLAM TH E S T R U CT U R A L E N G I N E E R S S E A L O N T H I S DR A W I N G I N D I C A T E S T H A T T H E I N F O R MA T I O N S H O W N A N D T H E C A L C U L A T I ON S P E R T A I N I N G T O T H A T I N F O R M A T IO N H A V E B E E N P RE P A R E D B Y Q U A L IF I E D P E O P L E U N D ER T H E DI R E C T I O N O F T H E E N G I N E ER - O F - R E C O R D . TH E S E A L D O E S N OT I M P L Y R E S P O N SI B I L I T Y F O R I N F O RM A T I O N P R E P A R E D B Y O T H E R S N O R F O R A N Y I N F O R M AT I O N N O T S H O W N O N T H I S D R A W I N G A N D S U C H RE S P O N S IB I L I T Y I S S P E C I F I CA L L Y D I S C L A I M E D . O N P H A S E D P R OJ E C T S , D R A W I N G S T H A T A R E I S S U E D B U T N O T S E A L E D S H A L L B E C O N S ID E R E D T O B E P R EL I M I N A R Y I N N A T U RE A N D A R E I S S U ED F O R I N F O R M A T IO N O N L Y . TH E S E D RA W I N G S A R E T O B E U S E D I N C O N J U NC T I O N W I T H T H E A R C H I T E C T U R A L D RA W I N G S O N T H E P R O J E C T T O C L E A RL Y D E F I N E A L L OF T H E R EQ U I R E M E N T S F O R T H E C O N S T R U C T IO N . W H E R E C O N FL I C T S O C C U R C O NT A C T A R C H I T E C T FO R C L A R I F I C A T I O N. 6/28/2018Clarification 3 ISSUED DATENAME Dan Doherty KL&A 215 North 12th Street, Unit E Carbondale, Colorado 81623 970.510.5701 | ddoherty@klaa.com DATE OF PUBLICATION:11/14/2017 STRUCTURAL CONSULTANTS SURVEYOR MECHANICAL COPYRIGHT CONTRACTOR CIVIL PROJECT NO: DRAWN BY:DMB 2017 KL&A, INC B0480 Aspen CO 81611 TBD TBD TBD TBD ID ZONE DISTRICT MU PARCEL ID #273-512-304-002 LEGAL DESCRIPTION: City and Townsite of Aspen Block: 10 lot: K and Lot: L DRAWING ISSUANCE INDEX S-102 MAIN LEVEL PLAN 1/4" = 1'-0"1 MAIN LEVEL PLAN KEYNOTE LEGEND 1-2 FULL HEIGHT BLOCKING FOR (3) BAYS @32"OC, ATTACH SHEATHING TO BLOCKING W/ (3)8d NAILS 1-3 FRAMING TO SLOPE AS SHOWN ON PLAN 06/26/2018 01/11/2021 01/13/2021 denism 1 1 A A 2 2 3 3 4 4 5 5 6 6 7 7 8 8 B B C C D D E E F F H H (3 ) 1 3 / 4 " x 1 8 " L V L (2)1 3/4"x11 7/8" LVL (2)1 3/4"x11 7/8" LVL (2)1 3/4"x11 7/8" LVL (4 ) 1 3 / 4 " x 1 1 7 / 8 " L V L (3)1 3/4"x11 7/8" LVL (2)1 3/4"x11 7/8" LVL (2 ) 1 3 / 4 " x 1 1 7 / 8 " L V L (2)1 3/4"x11 7/8" LVL (2 ) 1 3 / 4 " x 1 1 7 / 8 " L V L (3)1 3/4"x11 7/8" LVL (2)1 3/4 x 9 1/2 LVL (2 ) 1 3 / 4 x 9 1 / 2 L V L (2)1 3/4 x 9 1/2 LVL 1 3/4 x 9 1/2 LVL 1 3/4 x 9 1/2 LVL (2)1 3/4"x11 7/8" LVL 1 3 / 4 " x 1 1 7 / 8 " L V L (2) 2x10 DFL-No2 (2 ) 1 3 / 4 x 9 1 / 2 L V L (2)1 3/4 x 9 1/2 LVL 2" 2" 11 7/8 TJI 360@16"OC 11 7 / 8 T J I 2 1 0 @ 1 6 " O C 11 7 / 8 T J I 2 1 0 @ 1 6 " O C 11 7 / 8 T J I 2 1 0 @ 1 6 " O C 1 3 / 4 x 9 1 / 2 L V L @ 1 6 " O C 1 3 / 4 x 9 1 / 2 L V L @ 1 6 " O C 11 7 / 8 T J I 2 1 0 @ 1 6 " O C 11 7 / 8 T J I 2 1 0 @ 1 6 " O C A 23 ' - 6 " B 8' - 0 " HD 1 HD 1 A 18'-0" A 45'-0" A 27'-0" A 11 ' - 9 " B 8' - 0 " HD 1 HD 1 47 ' - 7 3 / 4 " 15'-3 3/4"15'-0"7'-3"28'-6 1/4" 66'-1" 4' - 0 1 / 2 " 13 ' - 0 1 / 4 " 7' - 3 1 / 4 " 3' - 5 3 / 4 " 19 ' - 1 0 " 17'-1 1/8"9'-2 5/8"40'-2 1/2" 66'-6 1/4" 47 ' - 1 1 / 4 " 20 ' - 0 1 / 4 " 7' - 3 " 19 ' - 1 0 " HD 1 HD 1 B 4' - 3 " T/SHEATHING 107'-0" T/SHEATHING 109'-0" T/SHEATHING 107'-0" A 25'-9"HD1 A 13 ' - 0 " A 9'-0"HD1HD 1 A 5' - 8 " A 9'-0"HD1 HD1 A 15 ' - 1 0 " HD 1 HD 1 B 9' - 0 " T/SHEATHING 109'-8 3/4" T/SHEATHING 109'-8 3/4"(2 ) 1 3 / 4 x 9 1 / 2 L V L 3 S-400 3 S-400 3 S-400 3 S-400 3 S-400 6 S-400 4 S-400 2-1 2- 1 2- 1 2- 1 2- 1 4 S-400 4 S-400 4 S-400 4 S-400 4 S-400 7 S-400 H3 H5 H3 LOW BEAM1 3/4"x7 1/4" LVL@16"OC H10 H10 H10 H10 H10 H10 H11 H7H11 H12 H12 C O N T R A C T O R F R A M E D S T A I R CONTRACTOR FRAMED STAIR C O N T R A C T O R F R A M E D S T A I R C O N T R A C T O R F R A M E D S T A I R CO N T R A C T O R FR A M E D S T A I R CO N T R A C T O R F R A M E D S T A I R 3 S-403 3 S-403 4 S-403 4 S-403 A 29'-0" A 31'-0" B 11 ' - 0 " B 19 ' - 6 " 1' - 6 " T/SHEATHING 108'-6" (2)1 3/4"x11 7/8" LVL 1 3 /4 "x 7 1 /4 " L V L G G H I G H B E A M 9 S-402 6 S-403 6 S-403 7 S-403 8 S-403 9 S-403 4 S-402 5 S-400 2- 1 2- 1 5 S-402 2'-0" (2)1 3/4"x11 7/8" LVL 6 S-402 7 S-402 8 S-402 8 S-402 8 S-402 6 S-404 T/SHEATHING 106'-11 1/4" T/SHEATHING 106'-10" (3 ) 1 3 / 4 " x 1 1 7 / 8 " L V L H10 (2 ) 2 x 1 0 D F L - N o 2 H12 H12 H12 H12 H12 H11 H11 H11 H11 H11 H11 H11 1. FLOOR CONSTRUCTION: 3/4" SUBFLOOR ON WOOD JOISTS 2. TYPICAL EXTERIOR WALL IS 1/2" OSB/PLYWOOD WALL SHEATHING ON 2x6 DFL STUD@16"OC, UNO. ATTACH WALL SHEATHING WITH 8d@6"OC AT EDGES AND @12"OC IN FIELD UNLESS DESIGNATED AS A SHEAR WALL. RE: SHEAR WALL SCHEDULE FOR SHEAR WALL NAILING. 3. TYPICAL EXTERIOR WALL AT EXISTING STRUCTURE IS 1/2" SHEATHING ON THE INTERIOR WITH EXISTING 2X4 STUDS @16"OC MAX, UNO. PROVIDE ADDITIONAL STUDS IF NECESSARY. ATTACH WALL SHEATHING WITH 8d@6"OC AT EDGES AND @12"OC IN FIELD UNLESS DESIGNATED AS SHEAR WALL, RE: SHEAR WALL SCHEDULE FOR SHEAR WALL NAILING. 4. TYPICAL INTERIOR STRUCTURAL WALL IS 2x6 DFL STUD@16"OC, UNO. 5. TYPICAL COLUMN IS (3)2x6 DFL No2, UNO. 6. RE: "TYPICAL WOOD HEADER SCHEDULE" FOR HEADER SIZING AND NUMBER OF TRIMMER STUDS WHERE INDICATED "HDR" ON PLAN. 7. WHEN NOT SPECIFIED AS "HDR", MINIMUM NUMBER OF KING STUDS EACH SIDE OF OPENING IS EQUAL TO HALF THE NUMBER OF STUDS INTERRUPTED BY HEADER PLUS ONE, (2) MIN. RE: "TYPICAL WOOD HEADER SCHEDULE" FOR ATTACHMENT OF HEADER TO KING STUDS. 8. WHERE POSSIBLE, TYPICAL CONDITIONS ARE SUMMARIZED IN THE LOWER RIGHT HAND CORNER OF THE PLAN. 9. RE: SHEETS S001-S002 FOR GENERAL NOTES AND LEGENDS 10. RE: SHEET S003 FOR LOAD KEYS 11. RE: SHEETS S004-S006 FOR TYPICAL DETAILS 12. RE: SHEET S501 FOR SHEAR WALL, AND HOLDOWN SCHEDULES 13. RE: GENERAL NOTES FOR ADDITIONAL INFORMATION FLOOR PLAN NOTES: KL A, Inc.& Structural Engineers and Builders 215 North 12th Street, Unit E Carbondale, Colorado 81623 P: (970) 927 5174 F: (970) 927 5194 Buffalo, WY ○ Carbondale, CO ○ Denver, CO ○ Golden, CO ○ Loveland, CO 715 West Main Street, Suite 204 Aspen, Colorado 81611 P: 970.279.4157 F: 866.770.5585 834 W HALLAM TH E S T R U CT U R A L E N G I N E E R S S E A L O N T H I S DR A W I N G I N D I C A T E S T H A T T H E I N F O R MA T I O N S H O W N A N D T H E C A L C U L A T I ON S P E R T A I N I N G T O T H A T I N F O R M A T IO N H A V E B E E N P RE P A R E D B Y Q U A L IF I E D P E O P L E U N D ER T H E DI R E C T I O N O F T H E E N G I N E ER - O F - R E C O R D . TH E S E A L D O E S N OT I M P L Y R E S P O N SI B I L I T Y F O R I N F O RM A T I O N P R E P A R E D B Y O T H E R S N O R F O R A N Y I N F O R M AT I O N N O T S H O W N O N T H I S D R A W I N G A N D S U C H RE S P O N S IB I L I T Y I S S P E C I F I CA L L Y D I S C L A I M E D . O N P H A S E D P R OJ E C T S , D R A W I N G S T H A T A R E I S S U E D B U T N O T S E A L E D S H A L L B E C O N S ID E R E D T O B E P R EL I M I N A R Y I N N A T U RE A N D A R E I S S U ED F O R I N F O R M A T IO N O N L Y . TH E S E D RA W I N G S A R E T O B E U S E D I N C O N J U NC T I O N W I T H T H E A R C H I T E C T U R A L D RA W I N G S O N T H E P R O J E C T T O C L E A RL Y D E F I N E A L L OF T H E R EQ U I R E M E N T S F O R T H E C O N S T R U C T IO N . W H E R E C O N FL I C T S O C C U R C O NT A C T A R C H I T E C T FO R C L A R I F I C A T I O N. 6/28/2018Clarification 3 ISSUED DATENAME Dan Doherty KL&A 215 North 12th Street, Unit E Carbondale, Colorado 81623 970.510.5701 | ddoherty@klaa.com DATE OF PUBLICATION:11/14/2017 STRUCTURAL CONSULTANTS SURVEYOR MECHANICAL COPYRIGHT CONTRACTOR CIVIL PROJECT NO: DRAWN BY:DMB 2017 KL&A, INC B0480 Aspen CO 81611 TBD TBD TBD TBD ID ZONE DISTRICT MU PARCEL ID #273-512-304-002 LEGAL DESCRIPTION: City and Townsite of Aspen Block: 10 lot: K and Lot: L DRAWING ISSUANCE INDEX S-103 SECOND LEVEL PLAN 1/4" = 1'-0"1 SECOND LEVEL PLAN KEYNOTE LEGEND 2-1 FULL HEIGHT BLOCKING FOR (3) BAYS #32"OC, ATTACH SHEATHING TO BLOCKING W/ (3)8d NAILS 06/26/2018 01/11/2021 01/13/2021 denism 1 1 A A 2 2 3 3 4 4 5 5 6 6 7 7 8 8 B B C C D D E E F F H H (3 ) 1 3 / 4 " x 1 1 7 / 8 " L V L 1 3 / 4 x 9 1 / 2 L V L @ 1 6 " O C (2)1 3/4"x11 7/8" LVL (3)1 3/4"x11 7/8" LVL 2 1/4" 11 7 / 8 T J I 2 1 0 @ 1 6 " O C 11 7 / 8 T J I 2 1 0 @ 1 6 " O C (3 ) 1 3 / 4 " x 1 1 7 / 8 " L V L (3 ) 1 3 / 4 " x 1 1 7 / 8 " L V L B 8' - 0 " HD 1 B 3' - 6 " HD 1 HD 1 B 3' - 6 " HD 1 HD 1 A 25'-6" B 8' - 0 " HD 1 47 ' - 7 3 / 4 " 15'-3 3/4"15'-0"7'-3"28'-6 1/4" 66'-1" 4' - 0 1 / 2 " 13 ' - 0 1 / 4 " 7' - 3 1 / 4 " 3' - 5 3 / 4 " 19 ' - 1 0 " 17'-1 1/8"9'-2 5/8"40'-2 1/2" 66'-6 1/4" 47 ' - 1 1 / 4 " 20 ' - 0 1 / 4 " 7' - 3 " 19 ' - 1 0 " A 9'-6"HD1 HD1 OVERFRAMED DOERMER BY CONTRACTOR, TYP T/SHEATHING 116'-2" T/SHEATHING 115'-11 3/4" PREMANUFACTURED RAISED TIE TRUSS @24"OC PREMANUFACTURED RAISED TIE TRUSS @24"OC (E ) (E ) (E ) (E ) (E ) (E ) (E ) (E ) (E ) (E ) (E ) (E ) (E ) (E ) 4 S-400 4 S-400 8 S-400 H6 H3 H3H3 4 S-401 4 S-401 C O N T R A C T O R F R A M E D S T A I R 5 S-401 4 S-401 5 S-401 5 S-401 8 S-401 5 S-403 1 3/4" x 9 1/2" LVL SISTERED TO (E) FRAMING@24"OC (2 ) 1 3 / 4 x 9 1 / 2 L V L (2 ) 1 3 / 4 x 9 1 / 2 L V L G G 4 S-401 3 S-404 5 S-403 8 S-402 (2)1 3/4 x 9 1/2 LVL (2)1 3/4 x 9 1/2 LVL 8 S-404 8 S-401 1. FLOOR CONSTRUCTION: 3/4" SUBFLOOR ON WOOD JOISTS 2. TYPICAL EXTERIOR WALL IS 1/2" OSB/PLYWOOD WALL SHEATHING ON 2x6 DFL STUD@16"OC, UNO. ATTACH WALL SHEATHING WITH 8d@6"OC AT EDGES AND @12"OC IN FIELD UNLESS DESIGNATED AS A SHEAR WALL. RE: SHEAR WALL SCHEDULE FOR SHEAR WALL NAILING. 3. TYPICAL EXTERIOR WALL AT EXISTING STRUCTURE IS 1/2" SHEATHING ON THE INTERIOR WITH EXISTING 2X4 STUDS @16"OC MAX, UNO. PROVIDE ADDITIONAL STUDS IF NECESSARY. ATTACH WALL SHEATHING WITH 8d@6"OC AT EDGES AND @12"OC IN FIELD UNLESS DESIGNATED AS SHEAR WALL, RE: SHEAR WALL SCHEDULE FOR SHEAR WALL NAILING. 4. TYPICAL INTERIOR STRUCTURAL WALL IS 2x6 DFL STUD@16"OC, UNO. 5. TYPICAL COLUMN IS (3)2x6 DFL No2, UNO. 6. RE: "TYPICAL WOOD HEADER SCHEDULE" FOR HEADER SIZING AND NUMBER OF TRIMMER STUDS WHERE INDICATED "HDR" ON PLAN. 7. WHEN NOT SPECIFIED AS "HDR", MINIMUM NUMBER OF KING STUDS EACH SIDE OF OPENING IS EQUAL TO HALF THE NUMBER OF STUDS INTERRUPTED BY HEADER PLUS ONE, (2) MIN. RE: "TYPICAL WOOD HEADER SCHEDULE" FOR ATTACHMENT OF HEADER TO KING STUDS. 8. WHERE POSSIBLE, TYPICAL CONDITIONS ARE SUMMARIZED IN THE LOWER RIGHT HAND CORNER OF THE PLAN. 9. RE: SHEETS S001-S002 FOR GENERAL NOTES AND LEGENDS 10. RE: SHEET S003 FOR LOAD KEYS 11. RE: SHEETS S004-S006 FOR TYPICAL DETAILS 12. RE: SHEET S501 FOR SHEAR WALL, AND HOLDOWN SCHEDULES 13. RE: GENERAL NOTES FOR ADDITIONAL INFORMATION FLOOR PLAN NOTES: KL A, Inc.& Structural Engineers and Builders 215 North 12th Street, Unit E Carbondale, Colorado 81623 P: (970) 927 5174 F: (970) 927 5194 Buffalo, WY ○ Carbondale, CO ○ Denver, CO ○ Golden, CO ○ Loveland, CO 715 West Main Street, Suite 204 Aspen, Colorado 81611 P: 970.279.4157 F: 866.770.5585 834 W HALLAM TH E S T R U CT U R A L E N G I N E E R S S E A L O N T H I S DR A W I N G I N D I C A T E S T H A T T H E I N F O R MA T I O N S H O W N A N D T H E C A L C U L A T I ON S P E R T A I N I N G T O T H A T I N F O R M A T IO N H A V E B E E N P RE P A R E D B Y Q U A L IF I E D P E O P L E U N D ER T H E DI R E C T I O N O F T H E E N G I N E ER - O F - R E C O R D . TH E S E A L D O E S N OT I M P L Y R E S P O N SI B I L I T Y F O R I N F O RM A T I O N P R E P A R E D B Y O T H E R S N O R F O R A N Y I N F O R M AT I O N N O T S H O W N O N T H I S D R A W I N G A N D S U C H RE S P O N S IB I L I T Y I S S P E C I F I CA L L Y D I S C L A I M E D . O N P H A S E D P R OJ E C T S , D R A W I N G S T H A T A R E I S S U E D B U T N O T S E A L E D S H A L L B E C O N S ID E R E D T O B E P R EL I M I N A R Y I N N A T U RE A N D A R E I S S U ED F O R I N F O R M A T IO N O N L Y . TH E S E D RA W I N G S A R E T O B E U S E D I N C O N J U NC T I O N W I T H T H E A R C H I T E C T U R A L D RA W I N G S O N T H E P R O J E C T T O C L E A RL Y D E F I N E A L L OF T H E R EQ U I R E M E N T S F O R T H E C O N S T R U C T IO N . W H E R E C O N FL I C T S O C C U R C O NT A C T A R C H I T E C T FO R C L A R I F I C A T I O N. 6/28/2018Clarification 3 ISSUED DATENAME Dan Doherty KL&A 215 North 12th Street, Unit E Carbondale, Colorado 81623 970.510.5701 | ddoherty@klaa.com DATE OF PUBLICATION:11/14/2017 STRUCTURAL CONSULTANTS SURVEYOR MECHANICAL COPYRIGHT CONTRACTOR CIVIL PROJECT NO: DRAWN BY:DMB 2017 KL&A, INC B0480 Aspen CO 81611 TBD TBD TBD TBD ID ZONE DISTRICT MU PARCEL ID #273-512-304-002 LEGAL DESCRIPTION: City and Townsite of Aspen Block: 10 lot: K and Lot: L DRAWING ISSUANCE INDEX S-104 THIRD LEVEL PLAN 1/4" = 1'-0"1 THIRD LEVEL PLAN 06/26/2018 01/11/2021 01/13/2021 denism 1 1 A A 2 2 3 3 4 4 5 5 6 6 7 7 8 8 B B C C D D E E F F H H 47 ' - 7 3 / 4 " 15'-3 3/4"15'-0"7'-3"28'-6 1/4" 66'-1" 4' - 0 1 / 2 " 13 ' - 0 1 / 4 " 7' - 3 1 / 4 " 3' - 5 3 / 4 " 19 ' - 1 0 " 17'-1 1/8"9'-2 5/8"40'-2 1/2" 66'-6 1/4" 47 ' - 1 1 / 4 " 20 ' - 0 1 / 4 " 7' - 3 " 19 ' - 1 0 " OVERFRAMED DOERMER BY CONTRACTOR, TYP PREMANUFACTURED TRUSS @24"OCROOF BELOW, RE: S-104 ROOF BELOW, RE: S-104 ROOF BELOW, RE: S-104 4 S-401 4 S-401 5 S-401 5 S-401 8 S-401 G G 1. ROOF CONSTRUCTION: PREMANUFACTURED ROOF TRUSSES @24"OC SHEATHED WITH 5/8 SHEATHING. 2. TYPICAL EXTERIOR WALL IS 1/2" OSB/PLYWOOD WALL SHEATHING ON 2x6 DFL STUD@16"OC, UNO. ATTACH WALL SHEATHING WITH 8d@6"OC AT EDGES AND @12"OC IN FIELD UNLESS DESIGNATED AS A SHEAR WALL. RE: SHEAR WALL SCHEDULE FOR SHEAR WALL NAILING. 3. TYPICAL INTERIOR STRUCTURAL WALL IS 2x6 DFL STUD@16"OC, UNO. 4. TYPICAL COLUMN IS (3)2x6 DFL No2, UNO. 5. RE: "TYPICAL WOOD HEADER SCHEDULE" FOR HEADER SIZING AND NUMBER OF TRIMMER STUDS WHERE INDICATED "HDR" ON PLAN. 6. WHEN NOT SPECIFIED AS "HDR", MINIMUM NUMBER OF KING STUDS EACH SIDE OF OPENING IS EQUAL TO HALF THE NUMBER OF STUDS INTERRUPTED BY HEADER PLUS ONE, (2) MIN. RE: "TYPICAL WOOD HEADER SCHEDULE" FOR ATTACHMENT OF HEADER TO KING STUDS. 7. WHERE POSSIBLE, TYPICAL CONDITIONS ARE SUMMARIZED IN THE LOWER RIGHT HAND CORNER OF THE PLAN. 8. RE: SHEETS [S001-S002] FOR GENERAL NOTES AND LEGENDS 9. RE: SHEET [S003] FOR LOAD KEYS 10. RE: SHEETS [S004-S006] FOR TYPICAL DETAILS 11. RE: SHEET[S] [S501] FOR SHEAR WALL, AND HOLDOWN SCHEDULES 12. RE: GENERAL NOTES FOR ADDITIONAL INFORMATION ROOF PLAN NOTES:KL A, Inc.& Structural Engineers and Builders 215 North 12th Street, Unit E Carbondale, Colorado 81623 P: (970) 927 5174 F: (970) 927 5194 Buffalo, WY ○ Carbondale, CO ○ Denver, CO ○ Golden, CO ○ Loveland, CO 715 West Main Street, Suite 204 Aspen, Colorado 81611 P: 970.279.4157 F: 866.770.5585 834 W HALLAM TH E S T R U CT U R A L E N G I N E E R S S E A L O N T H I S DR A W I N G I N D I C A T E S T H A T T H E I N F O R MA T I O N S H O W N A N D T H E C A L C U L A T I ON S P E R T A I N I N G T O T H A T I N F O R M A T IO N H A V E B E E N P RE P A R E D B Y Q U A L IF I E D P E O P L E U N D ER T H E DI R E C T I O N O F T H E E N G I N E ER - O F - R E C O R D . TH E S E A L D O E S N OT I M P L Y R E S P O N SI B I L I T Y F O R I N F O RM A T I O N P R E P A R E D B Y O T H E R S N O R F O R A N Y I N F O R M AT I O N N O T S H O W N O N T H I S D R A W I N G A N D S U C H RE S P O N S IB I L I T Y I S S P E C I F I CA L L Y D I S C L A I M E D . O N P H A S E D P R OJ E C T S , D R A W I N G S T H A T A R E I S S U E D B U T N O T S E A L E D S H A L L B E C O N S ID E R E D T O B E P R EL I M I N A R Y I N N A T U RE A N D A R E I S S U ED F O R I N F O R M A T IO N O N L Y . TH E S E D RA W I N G S A R E T O B E U S E D I N C O N J U NC T I O N W I T H T H E A R C H I T E C T U R A L D RA W I N G S O N T H E P R O J E C T T O C L E A RL Y D E F I N E A L L OF T H E R EQ U I R E M E N T S F O R T H E C O N S T R U C T IO N . W H E R E C O N FL I C T S O C C U R C O NT A C T A R C H I T E C T FO R C L A R I F I C A T I O N. 6/28/2018Clarification 3 ISSUED DATENAME Dan Doherty KL&A 215 North 12th Street, Unit E Carbondale, Colorado 81623 970.510.5701 | ddoherty@klaa.com DATE OF PUBLICATION:11/14/2017 STRUCTURAL CONSULTANTS SURVEYOR MECHANICAL COPYRIGHT CONTRACTOR CIVIL PROJECT NO: DRAWN BY:DMB 2017 KL&A, INC B0480 Aspen CO 81611 TBD TBD TBD TBD ID ZONE DISTRICT MU PARCEL ID #273-512-304-002 LEGAL DESCRIPTION: City and Townsite of Aspen Block: 10 lot: K and Lot: L DRAWING ISSUANCE INDEX S-105 ROOF PLAN 1/4" = 1'-0"1 ROOF PLAN 06/26/2018 01/11/2021 01/13/2021 denism SOG CONC FDN WALL, REINF W/ #5@10"OC VERT, #5@12"OC HORIZ, IF HOOKED DOWEL, RE: FDN SCHED + DETAILS FLOOR SHEATHING WOOD I-JOIST JOIST HANGER 2x STUD WALL CONT CONC FTG ALTERNATE HOOK DIRECTION IN FTG PT 2x SILL PLATE, ATTACH RE: GEN NOTES EDGE NAILING T/SHEATHING T/CONC T/SOG T/FTG GRID CONC TOPPING AT STORAGE AREA FLOOR SHEATHING SOG CONC FDN WALL, REINF RE:1/S-400 DOWEL TO MATCH VERT REINF WOOD I-JOIST OR LVL BLOCKING, RE: PLAN CONT CONC FTG EDGE NAILING PT 2x SILL PLATE 2x STUD WALL GRID T/SHEATHING T/CONC T/SOG T/FTG FLOOR SHEATHING WOOD I-JOIST CONT LVL RIM BOARD, ATTACH W/ SIMPSON A35 CLIPS, RE: SHEAR WALL SCHEDULE FOR SPACING OR 48"OC MAX 2x STUD WALL 2x STUD WALL WALL EDGE NAILING FLOOR EDGE NAILING T/SHEATHING GRID A FLOOR SHEATHING WOOD I-JOIST BLOCKING, RE: PLAN CONT LVL RIM BOARD, ATTACH W/ SIMPSON A35 CLIPS, RE: SHEAR WALL SCHEDULE FOR SPACING, OR 48"OC MAX 2x STUD WALL FLOOR EDGE NAILING WALL EDGE NAILING T/SHEATHING GRID FLOOR SHEATHING WOOD I-JOIST STUB 2x STUD WALL 2x STUD WALL FLOOR SHEATHING WOOD I-JOIST LVL RIM BOARD, ATTACH W/ SIMPSON A35 CLIPS, RE: SHEAR WALL SCHEDULE FOR SPACING OR 48"OC MAX WALL EDGE NAILING WALL EDGE NAILING FLOOR EDGE NAILING T/SHEATHING T/SHEATHING STAIR OVERFRAMING BY CONTRATOR SIMPSON DU1.81/11.88 W/ (2)10dx1 1/2" TO JOIST & (4)1/4"x3 1/2" SDS TO SUPPORT FLOOR SHEATHING WOOD I-JOIST STUB 2x STUD WALL 2x STUD WALL FLOOR EDGE NAILING FLOOR SHEATHING WOOD I-JOIST FULL HEIGHT BLOCKING FOR (1) BAY @32"OC, ATTACH SHEATHING W/ (3)8d NAILS T/SHEATHING T/SHEATHING CONT LVL RIM BOARD, ATTACH W/ SIMPSON A35 CLIPS, RE: SHEAR WALL SCHEDULE FOR SPACING OR @32"OC H FLOOR SHEATHING WOOD I-JOIST LVL BLOCKING BETWEEN JOISTS, ATTACH W/ SIMPSON A35 CLIPS, RE: SHEAR WALL SCHEDULE FOR SPACING, OR 32"OC MAX FLOOR EDGE NAILING 2x STUD WALL FLOOR EDGE NAILING 2x BLOCKING BETWEEN JOISTS, ATTACH W/ 10d@6"OC JOIST HANGERLVL BEAM WALL EDGE NAILING 2x STUD WALL T/SHEATHING H FLOOR SHEATHING WOOD I-JOIST JOIST HANGER 2x STUD WALL EDGE NAILING 2x BLOCKING BETWEEN JOISTS, ATTACH W/ 10d@6"OC LVL JOIST JOIST HANGER LVL BEAM FLOOR EDGE NAILING LVL RIM BOARD, ATTACH RE:4/S-400 2x STUD WALL T/SHEATHING T/SHEATHING GRID SIMPSON H3 CLIP, (1) EA JOIST KL A, Inc.& Structural Engineers and Builders 215 North 12th Street, Unit E Carbondale, Colorado 81623 P: (970) 927 5174 F: (970) 927 5194 Buffalo, WY ○ Carbondale, CO ○ Denver, CO ○ Golden, CO ○ Loveland, CO 715 West Main Street, Suite 204 Aspen, Colorado 81611 P: 970.279.4157 F: 866.770.5585 834 W HALLAM TH E S T R U CT U R A L E N G I N E E R S S E A L O N T H I S DR A W I N G I N D I C A T E S T H A T T H E I N F O R MA T I O N S H O W N A N D T H E C A L C U L A T I ON S P E R T A I N I N G T O T H A T I N F O R M A T IO N H A V E B E E N P RE P A R E D B Y Q U A L IF I E D P E O P L E U N D ER T H E DI R E C T I O N O F T H E E N G I N E ER - O F - R E C O R D . TH E S E A L D O E S N OT I M P L Y R E S P O N SI B I L I T Y F O R I N F O RM A T I O N P R E P A R E D B Y O T H E R S N O R F O R A N Y I N F O R M AT I O N N O T S H O W N O N T H I S D R A W I N G A N D S U C H RE S P O N S IB I L I T Y I S S P E C I F I CA L L Y D I S C L A I M E D . O N P H A S E D P R OJ E C T S , D R A W I N G S T H A T A R E I S S U E D B U T N O T S E A L E D S H A L L B E C O N S ID E R E D T O B E P R EL I M I N A R Y I N N A T U RE A N D A R E I S S U ED F O R I N F O R M A T IO N O N L Y . TH E S E D RA W I N G S A R E T O B E U S E D I N C O N J U NC T I O N W I T H T H E A R C H I T E C T U R A L D RA W I N G S O N T H E P R O J E C T T O C L E A RL Y D E F I N E A L L OF T H E R EQ U I R E M E N T S F O R T H E C O N S T R U C T IO N . W H E R E C O N FL I C T S O C C U R C O NT A C T A R C H I T E C T FO R C L A R I F I C A T I O N. 6/28/2018Clarification 3 ISSUED DATENAME Dan Doherty KL&A 215 North 12th Street, Unit E Carbondale, Colorado 81623 970.510.5701 | ddoherty@klaa.com DATE OF PUBLICATION:11/14/2017 STRUCTURAL CONSULTANTS SURVEYOR MECHANICAL COPYRIGHT CONTRACTOR CIVIL PROJECT NO: DRAWN BY:DMB 2017 KL&A, INC B0480 Aspen CO 81611 TBD TBD TBD TBD ID ZONE DISTRICT MU PARCEL ID #273-512-304-002 LEGAL DESCRIPTION: City and Townsite of Aspen Block: 10 lot: K and Lot: L DRAWING ISSUANCE INDEX S-400 DETAILS 1" = 1'-0"1 FOUNDATION DETAIL 1" = 1'-0"2 FOUNDATION DETAIL 1" = 1'-0"3 FLOOR FRAMING DETAIL 1" = 1'-0"4 FLOOR FRAMING DETAIL 1" = 1'-0"5 FLOOR FRAMING DETAIL 1" = 1'-0"7 FLOOR FRAMING DETAIL 1" = 1'-0"6 FLOOR FRAMING DETAIL 1" = 1'-0"8 DECK FRAMING DETAIL 06/26/2018 01/11/2021 01/13/2021 denism FLOOR SHEATHING SLOPED WOOD I-JOIST JOIST HANGER, RE: PLAN PT 2x SILL PLATE, ATTACH RE: GEN NOTES EDGE NAILING T/CONC REINF, RE: 1/S-400 3" CONC TOPPING SLAB 2x STUD WALL FLOOR SHEATHING WOOD I-JOIST OR LVL BLOCKING, RE: PLAN EDGE NAILING PT 2x SILL PLATE 2x STUD WALL GRID T/SHEATHING T/WALL 3" CONC TOPPING SLOPE T/CONC W/ FLOOR CONC FOUNDATION WALL, RE:1/S-400 PREMANUFACTURED ROOF TRUSS ATTACH TRUSS TO WALL W/ SIMPSON H3 CLIP 2x RIM BOARD, ATTACH RE:4/S-400 2x STUD WALL WALL EDGE NAILING ROOF EDGE NAILING ROOF SHEATHING RE: ARCH T/PLATE SIMPSON A35@48"OC TYP A PREMANUFACTURED SCISSOR TRUSS ROOF SHEATHING 2x BLOCKING @48"OC 2x KICKER @48"OC, ATTACH TO EA BLOCKING PANEL W/ (4)10d NAILS ROOF SHEATHING PREMANUFACTURED GABLE END SCISSOR TRUSS, ATTACH TO WALL TOP PLATE W/ SIMPSON A35 CLIPS, RE: - 2x BLOCKING @48"OC, ATTACH SHEATHING TO BLOCKING W/ (4)8d NAILS 2x STUD WALL 4/S-400 GRID 1'-0" MAX FLOOR SHEATHING WOOD I-JOIST PT 2x SILL PLATE FLOOR EDGE NAILING CONC FDN WALL, REINF RE:1/S-400 T/SHEATHING T/CONC GRID BLOCKING, RE: PLAN A FLOOR SHEATHING WOOD I-JOIST LVL BEAM FLOOR EDGE NAILING 2x STUD WALL EDGE NAILING 2x BLOCKING BETWEEN JOISTS, ATTACH W/ 10d NAILS @6"OC WOOD I-JOIST JOIST HANGER PORCH SHEATHING CONC FDN WALL, REINF RE: -1/S-400 FLOOR EDGE NAILING PT 2x SILL PLATE T/SHEATHING T/SHEATHING T/CONC GRID BLOCKING, RE: PLAN RE: FOUNDATION PLAN RE : F O U N D A T I O N P L A N WALL REINF TO REMAIN CONTINUOUS THROUGH PILASTER (14)#5 VERT BARS WITHIN PILASTER #3@10" TIES 2x STUD WALL, RE: SHEAR WALL SCHEDULE FOR ATTACHMENT REQUIREMENTS (2)10d@6"OC GGRID 1 FLOOR SHEATHING SOG CONC FDN WALL, REINF W/ #5@10"OC VERT & #5@12"OC HORIZ, EF #5 DOWEL @10"OC WOOD I-JOIST OR LVL BLOCKING, RE: PLAN CONT CONC FTG EDGE NAILING PT 2x SILL PLATE 2x STUD WALL GRID T/SHEATHING T/CONC T/SOG T/FTG MIN 8" SHEATH INTERIOR AT HISTORIC STRUCTURE 1'-2" KL A, Inc.& Structural Engineers and Builders 215 North 12th Street, Unit E Carbondale, Colorado 81623 P: (970) 927 5174 F: (970) 927 5194 Buffalo, WY ○ Carbondale, CO ○ Denver, CO ○ Golden, CO ○ Loveland, CO 715 West Main Street, Suite 204 Aspen, Colorado 81611 P: 970.279.4157 F: 866.770.5585 834 W HALLAM TH E S T R U CT U R A L E N G I N E E R S S E A L O N T H I S DR A W I N G I N D I C A T E S T H A T T H E I N F O R MA T I O N S H O W N A N D T H E C A L C U L A T I ON S P E R T A I N I N G T O T H A T I N F O R M A T IO N H A V E B E E N P RE P A R E D B Y Q U A L IF I E D P E O P L E U N D ER T H E DI R E C T I O N O F T H E E N G I N E ER - O F - R E C O R D . TH E S E A L D O E S N OT I M P L Y R E S P O N SI B I L I T Y F O R I N F O RM A T I O N P R E P A R E D B Y O T H E R S N O R F O R A N Y I N F O R M AT I O N N O T S H O W N O N T H I S D R A W I N G A N D S U C H RE S P O N S IB I L I T Y I S S P E C I F I CA L L Y D I S C L A I M E D . O N P H A S E D P R OJ E C T S , D R A W I N G S T H A T A R E I S S U E D B U T N O T S E A L E D S H A L L B E C O N S ID E R E D T O B E P R EL I M I N A R Y I N N A T U RE A N D A R E I S S U ED F O R I N F O R M A T IO N O N L Y . TH E S E D RA W I N G S A R E T O B E U S E D I N C O N J U NC T I O N W I T H T H E A R C H I T E C T U R A L D RA W I N G S O N T H E P R O J E C T T O C L E A RL Y D E F I N E A L L OF T H E R EQ U I R E M E N T S F O R T H E C O N S T R U C T IO N . W H E R E C O N FL I C T S O C C U R C O NT A C T A R C H I T E C T FO R C L A R I F I C A T I O N. 6/28/2018Clarification 3 ISSUED DATENAME Dan Doherty KL&A 215 North 12th Street, Unit E Carbondale, Colorado 81623 970.510.5701 | ddoherty@klaa.com DATE OF PUBLICATION:11/14/2017 STRUCTURAL CONSULTANTS SURVEYOR MECHANICAL COPYRIGHT CONTRACTOR CIVIL PROJECT NO: DRAWN BY:DMB 2017 KL&A, INC B0480 Aspen CO 81611 TBD TBD TBD TBD ID ZONE DISTRICT MU PARCEL ID #273-512-304-002 LEGAL DESCRIPTION: City and Townsite of Aspen Block: 10 lot: K and Lot: L DRAWING ISSUANCE INDEX S-401 DETAILS 1" = 1'-0"1 FLOOR FRAMING WITH TOPPING SLAB 1" = 1'-0"2 FLOOR FRAIMING WITH TOPPING SLAB 1" = 1'-0"4 ROOF FRAMING DETAIL 1" = 1'-0"5 ROOF FRAMING DETAIL 1" = 1'-0"3 PORCH FRAMING DETAIL 1" = 1'-0"6 PORCH FRAMING DETAIL NTS7CONCRETE PILASTER 1" = 1'-0"8 ROOF FRAMING DETAIL 1" = 1'-0"9 FOUNDATION AT ONE SIDED POUR 06/26/2018 01/11/2021 01/13/2021 denism ? T/SHEATHING 2X BLOCKING, TYP SIMPSON A35 @48"OC, TYP CONT 2X BEARING BLOCK, FASTEN WITH 16d@16"OC 2X BLOCKING, TYP SIMPSON A35 @48"OC, TYP 3" CONC TOPPING SLAB DIAPHRAGM EDGE NAILING, RE: GEN NOTES 2X BEARING BLOCK TYPDIAPHRAGM EDGE NAILING, RE: GEN NOTES SHEATHING, RE: PLAN FLOOR JOIST, TYP, RE: PLAN FLOOR SHEATHING STUB 2x STUD WALL FLOOR SHEATHING WOOD I-JOIST BLOCKING EA SIDE OF STEP @48"OC DIAPHRAGM EDGE NAILING WALL EDGE NAILING FLOOR EDGE NAILING T/SHEATHING T/SHEATHING LVL BEAM, RE: PLAN RIM BOARD, ATTACH W/ SIMSON A35 @48"OC TYP OVERFRAMING HANGER, RE: SCHEDULE FLOOR JOIST, RE: PLAN LVL BEAM, RE: PLANHANGER, RE: SCHEDULE LVL FLOOR JOIST, RE: PLAN 3" CONC TOPPING SLAB, RE: PLAN 2X6 BLOCKING, ATTACH W/ (2)8d@6"OC DIAPHRAGM EDGE NAILING, RE: GEN NOTES SHEATHING, RE: PLAN DIAPHRAGM EDGE NAILING, RE: GEN NOTES T/SHEATHINGT/CONC 1 EXT STUD WALL, ATTACH WITH A34 AT BLOCKING TYP BLOCKING RE: PLAN SHEATHING RE: GEN NOTES LEVEL 2 LVL BEAM, RE: PLAN DIAPHRAGM EDGE NAILING, RE: GEN NOTES EXT SHEATHING, RE: SHEAR WALL SCHEDULE CONT 2X6 DFL No2, ATTACH TO STUD WITH (2)LL358 LEDGERLOK 5/8" SHEATHING, RE GEN NOTES FOR EDGE NAILING DIMENSIONAL BEAM, RE: PLAN WOOD JOIST, RE: PLAN S L O P E , R E : A R C H 8 EXT STUD WALL, RE: PLAN DIAPHRAGM EDGE NAILING, RE: GEN NOTES FLOOR JOIST RE: PLAN BLOCKING RE: PLAN LVL BEAM RE: PLAN FACE MOUNTED HANGER, RE: SCHEDULE 2" CONC TOPPING SLAB 2X RIM BOARD DIAPHRAGM EDGE NAILING, RE: GEN NOTES SIMPSON A35@48"OC EXT STUD WALL, RE: PLAN S L O P E R E : A R C H T/SHEATHING 8 STUD WALL, RE: PLAN FLOOR JOIST, RE: PLAN JOIST HANGER, RE: PLAN LVL BEAM, RE: PLAN SHEATHING, RE: ARCH DIAPHRAGM EDGE NAILING, RE: GEN NOTES GRID T/SHEATHING F SHEAR WALL, RE: SCHEUDLE SHEAR WALL EDGE NAILING SHEATHING, RE: PLAN BLOCKLING, RE: PLAN SHEAR WALL EDGE NAILING BUILT UP 2X STUD WALL DIAPHRAGM EDGE NAILING 2X RIM, 1 1/4" MIN A35 @48"OC, TYP FLOOR JOIST, RE: PLAN 2X RIM, 1 1/4" MIN A35 @48"OC SHEATHING RE: PLAN T/SHEATHING T/ SHEATHING STUD WALL, RE: PLAN BLOCKING, RE: PLAN LVL BEAM, RE: PLAN SHEATHING, RE: ARCH DIAPHRAGM EDGE NAILING, RE: GEN NOTES GRID T/SHEATHING 7 FLOOR JOIST, RE: PLAN SISTER LVL TO JOIST W/ (2)8d@6"OC AS SHOWN SIMPSON A35 @48"OC TYP SHEATHING, RE: PLAN 2X8 BLOCKING, ATTACH W/ (2)10d@6"OC DIAPHRAGM EDGE NAILING, RE: GEN NOTES BEVEL JOIST TO SLOPE, RE: ARCH TYPICAL RIM BOARD, FACE NAIL TO JOIST W/ (2)16d@ EA JOIST 2" CONC TOPPING, RE: ARCH T/SHEATHING KL A, Inc.& Structural Engineers and Builders 215 North 12th Street, Unit E Carbondale, Colorado 81623 P: (970) 927 5174 F: (970) 927 5194 Buffalo, WY ○ Carbondale, CO ○ Denver, CO ○ Golden, CO ○ Loveland, CO 715 West Main Street, Suite 204 Aspen, Colorado 81611 P: 970.279.4157 F: 866.770.5585 834 W HALLAM TH E S T R U CT U R A L E N G I N E E R S S E A L O N T H I S DR A W I N G I N D I C A T E S T H A T T H E I N F O R MA T I O N S H O W N A N D T H E C A L C U L A T I ON S P E R T A I N I N G T O T H A T I N F O R M A T IO N H A V E B E E N P RE P A R E D B Y Q U A L IF I E D P E O P L E U N D ER T H E DI R E C T I O N O F T H E E N G I N E ER - O F - R E C O R D . TH E S E A L D O E S N OT I M P L Y R E S P O N SI B I L I T Y F O R I N F O RM A T I O N P R E P A R E D B Y O T H E R S N O R F O R A N Y I N F O R M AT I O N N O T S H O W N O N T H I S D R A W I N G A N D S U C H RE S P O N S IB I L I T Y I S S P E C I F I CA L L Y D I S C L A I M E D . O N P H A S E D P R OJ E C T S , D R A W I N G S T H A T A R E I S S U E D B U T N O T S E A L E D S H A L L B E C O N S ID E R E D T O B E P R EL I M I N A R Y I N N A T U RE A N D A R E I S S U ED F O R I N F O R M A T IO N O N L Y . TH E S E D RA W I N G S A R E T O B E U S E D I N C O N J U NC T I O N W I T H T H E A R C H I T E C T U R A L D RA W I N G S O N T H E P R O J E C T T O C L E A RL Y D E F I N E A L L OF T H E R EQ U I R E M E N T S F O R T H E C O N S T R U C T IO N . W H E R E C O N FL I C T S O C C U R C O NT A C T A R C H I T E C T FO R C L A R I F I C A T I O N. 6/28/2018Clarification 3 ISSUED DATENAME Dan Doherty KL&A 215 North 12th Street, Unit E Carbondale, Colorado 81623 970.510.5701 | ddoherty@klaa.com DATE OF PUBLICATION:11/14/2017 STRUCTURAL CONSULTANTS SURVEYOR MECHANICAL COPYRIGHT CONTRACTOR CIVIL PROJECT NO: DRAWN BY:DMB 2017 KL&A, INC B0480 Aspen CO 81611 TBD TBD TBD TBD ID ZONE DISTRICT MU PARCEL ID #273-512-304-002 LEGAL DESCRIPTION: City and Townsite of Aspen Block: 10 lot: K and Lot: L DRAWING ISSUANCE INDEX S-402 DETAILS 1" = 1'-0"1 FRAMING DETAIL 1" = 1'-0"2 FRAMING DETAIL 1" = 1'-0"3 FRAMING DETAIL 1" = 1'-0"4 FRAMING DETAIL 1" = 1'-0"5 FRAMING DETAIL 1" = 1'-0"6 FRAMING DETAIL 1" = 1'-0"7 FRAMING DETAIL 1" = 1'-0"8 FRAMING DETAIL 1" = 1'-0"9 FRAMING DETAIL 06/26/2018 01/11/2021 01/13/2021 denism D FLOOR SHEATHING FLOOR JOIST, RE: PLAN HANGER, RE: PLAN PT 2x SILL PLATE, ATTACH RE: GEN NOTES EDGE NAILING CONC WALL, RE:1/S-400 (E)2X4 EXT STUD WALL, RE: PLAN GRID EXTERIOR TO REMAIN T/SHEATHING FLOOR SHEATHING TJI, RE: PLAN BLOCKING, RE: PLAN 2x STUD WALL T/SHEATHING T/CONC EDGE NAILING PT 2x SILL PLATE CONC WALL, RE:1/S-400 GRID FLOOR SHEATHING LVL FLOOR JOIST BLOCKING, RE: PLAN 2x STUD WALL BALLOON FRAMED W/ INTERIOR SHEATHING DIAPHRAGM EDGE NAILING T/SHEATHING GRID (2)LL005 LEDGERLOK AT EA STUD LVL LEDGER FLOOR SHEATHING LVL FLOOR JOIST, RE: PLAN LVL LEDGER, ATTACH WITH (2) LL005 LEDGERLOK AT EA STUD 2x STUD WALL T/SHEATHING GRID DIAPHRAGM EDGE NAILING LVL SISTERED TO EXISTING ROOF RAFTER, ATTACH W/ (2)10d NAILS @6"OC SIMPSON A35 CLIP, RE: SHEAR WALL SCHEDULE FOR SPACING SIMPSON H4 Z Z T Y P6" CONT 2X6 BOTTOM CHORD ATTACH W/ (6) TIMBERLOK TLOK212 SHEAR WALL EDGE NAILING ROOF EDGE NAILING EXISTING STRUCTURE BEYONDEXISTING ROOF 2"2"2" EQ EQ EQ C LVL OR FLOOR JOIST, RE: PLAN FIRE RATED STUD WALL, RE: ARCH T/SHEATHING 2X RIM BOARD, 1 1/4" MIN WIDTH DIAPHRAGM EDGE NAILING, RE: GEN NOTES SHEATHING, RE: GEN NOTES C FIRE RATED STUD WALL, RE: ARCH T/SHEATHING 2X RIM BOARD, 1 1/4" MIN WIDTH DIAPHRAGM EDGE NAILING, RE: GEN NOTES SHEATHING, RE: GEN NOTES B SHEATHING, RE: GEN NOTES STUD WALL, RE: PLAN FLOOR JOIST, RE: PLAN JOIST HANGER, RE: PLAN LVL BEAM, RE: PLAN EXISTING FINISHES, RE: ARCH 5 SHEATHING, RE: GEN NOTES STUD WALL, RE: PLAN BLOCKING, RE: PLAN LVL BEAM, RE: PLAN EXISTING FINISHES, RE: ARCH DIAPHRAGM EDGE NAILING, RE: GEN NOTES KL A, Inc.& Structural Engineers and Builders 215 North 12th Street, Unit E Carbondale, Colorado 81623 P: (970) 927 5174 F: (970) 927 5194 Buffalo, WY ○ Carbondale, CO ○ Denver, CO ○ Golden, CO ○ Loveland, CO 715 West Main Street, Suite 204 Aspen, Colorado 81611 P: 970.279.4157 F: 866.770.5585 834 W HALLAM TH E S T R U CT U R A L E N G I N E E R S S E A L O N T H I S DR A W I N G I N D I C A T E S T H A T T H E I N F O R MA T I O N S H O W N A N D T H E C A L C U L A T I ON S P E R T A I N I N G T O T H A T I N F O R M A T IO N H A V E B E E N P RE P A R E D B Y Q U A L IF I E D P E O P L E U N D ER T H E DI R E C T I O N O F T H E E N G I N E ER - O F - R E C O R D . TH E S E A L D O E S N OT I M P L Y R E S P O N SI B I L I T Y F O R I N F O RM A T I O N P R E P A R E D B Y O T H E R S N O R F O R A N Y I N F O R M AT I O N N O T S H O W N O N T H I S D R A W I N G A N D S U C H RE S P O N S IB I L I T Y I S S P E C I F I CA L L Y D I S C L A I M E D . O N P H A S E D P R OJ E C T S , D R A W I N G S T H A T A R E I S S U E D B U T N O T S E A L E D S H A L L B E C O N S ID E R E D T O B E P R EL I M I N A R Y I N N A T U RE A N D A R E I S S U ED F O R I N F O R M A T IO N O N L Y . TH E S E D RA W I N G S A R E T O B E U S E D I N C O N J U NC T I O N W I T H T H E A R C H I T E C T U R A L D RA W I N G S O N T H E P R O J E C T T O C L E A RL Y D E F I N E A L L OF T H E R EQ U I R E M E N T S F O R T H E C O N S T R U C T IO N . W H E R E C O N FL I C T S O C C U R C O NT A C T A R C H I T E C T FO R C L A R I F I C A T I O N. 6/28/2018Clarification 3 ISSUED DATENAME Dan Doherty KL&A 215 North 12th Street, Unit E Carbondale, Colorado 81623 970.510.5701 | ddoherty@klaa.com DATE OF PUBLICATION:11/14/2017 STRUCTURAL CONSULTANTS SURVEYOR MECHANICAL COPYRIGHT CONTRACTOR CIVIL PROJECT NO: DRAWN BY:DMB 2017 KL&A, INC B0480 Aspen CO 81611 TBD TBD TBD TBD ID ZONE DISTRICT MU PARCEL ID #273-512-304-002 LEGAL DESCRIPTION: City and Townsite of Aspen Block: 10 lot: K and Lot: L DRAWING ISSUANCE INDEX S-403 DETAILS 1" = 1'-0"1 EXISTING STRUCTURE FOUNDATION DETAIL 1" = 1'-0"2 EXISTING STRUCTURE FOUNDATION DETAIL 1" = 1'-0"3 EXISTING STRUCTURE FRAMING DETAIL 1" = 1'-0"4 EXISTING STRUCTURE FRAMING DETAIL 1" = 1'-0"5 EXISTING STRUCTURE ROOF FRAMING DETAIL 1" = 1'-0"6 EXISTING STRUCTURE FRAMING DETAIL 1" = 1'-0"7 EXISTING STRUCTURE FRAMING DETAIL 1" = 1'-0"8 EXISTING STRUCTURE FRAMING DETAIL 1" = 1'-0"9 EXISTING STRUCTURE FRAMING DETAIL 06/26/2018 01/11/2021 01/13/2021 denism T/FTG FTG, RE: SCHEDULE CONC COL, REINF W/ (6)#5 VERT & #3 TIES @12"OC SIMPSON ABU66Z BASEPLATE T/COL WOOD COL, RE: PLAN WOOD COL, RE: PLAN KNIFE D1/4"x4"x6" W/ (2)3/4"GA307 BOLTS, SPACE 3" ON CENTER AND 1 1/2" EDGE DIST D3/4"x7"x7" 3/16 3/16 1/4 D3/4"x10"x10" W/ (4)3/4"G ANCHOR RODS, PROVIDE 1 1/2" GROUT PAD MIN T/SLAB T/FTG DBL LVL TOP CHORD OF TRUSS, RE: PLAN DBL LVL BOTTOM CHORD OF TRUSS, RE: PLAN Z Z 3 1 / 2 " ZZZ 3"3" RECONSTRUCTED BRICK CHIMNEY, RE: ARCH (6) 1/2"GA307 BOLTS TYP F OVERFRAMING SHEAR WALL NAILING, RE: SHEAR WALL SCHEDULE FLOOR JOIST, RE: PLAN 2X RIM, 1 1/4" MIN THICKNESS A35@24"OC DIAPHRAGM EDGE NAILING, RE: GEN NOTES 8 CONC WALL, RE:1/S-400 SIMPSON CPT66Z BASEPLATE WOOD COL, RE: PLAN GRID FLOOR SHEATHING STUB 2x STUD WALL FLOOR SHEATHING WOOD LVL HANGER, RE: SCHEDULE DIAPHRAGM EDGE NAILING WALL EDGE NAILING FLOOR EDGE NAILING T/SHEATHING T/SHEATHING LVL BEAM, RE: PLAN RIM BOARD, ATTACH W/ SIMSON A35 @48"OC TYP FLOOR JOIST, RE: PLAN LVL FLOOR JOIST, RE: PLAN T/SHEATHINGT/CONC SIMPSON CCQ7.1-8SDS2.5 COLUMN CAP F ROOF SHEATHING ATTACH TRUSS AT SHEAR WALL WITH (2)#12 WOOD SCREWS AT EA STUD PREMANUFACTURED TRUSS WOOD STUD WALL, RE: PLAN FLOOR JOIST, RE: PLAN 2x RIM, W/ SIMPSON A35@48"OC DIAPHRAGM EDGE NAILING, RE: GEN NOTES SHEAR WALL EDGE NAILING, RE: SCHEDULE KL A, Inc.& Structural Engineers and Builders 215 North 12th Street, Unit E Carbondale, Colorado 81623 P: (970) 927 5174 F: (970) 927 5194 Buffalo, WY ○ Carbondale, CO ○ Denver, CO ○ Golden, CO ○ Loveland, CO 715 West Main Street, Suite 204 Aspen, Colorado 81611 P: 970.279.4157 F: 866.770.5585 834 W HALLAM TH E S T R U CT U R A L E N G I N E E R S S E A L O N T H I S DR A W I N G I N D I C A T E S T H A T T H E I N F O R MA T I O N S H O W N A N D T H E C A L C U L A T I ON S P E R T A I N I N G T O T H A T I N F O R M A T IO N H A V E B E E N P RE P A R E D B Y Q U A L IF I E D P E O P L E U N D ER T H E DI R E C T I O N O F T H E E N G I N E ER - O F - R E C O R D . TH E S E A L D O E S N OT I M P L Y R E S P O N SI B I L I T Y F O R I N F O RM A T I O N P R E P A R E D B Y O T H E R S N O R F O R A N Y I N F O R M AT I O N N O T S H O W N O N T H I S D R A W I N G A N D S U C H RE S P O N S IB I L I T Y I S S P E C I F I CA L L Y D I S C L A I M E D . O N P H A S E D P R OJ E C T S , D R A W I N G S T H A T A R E I S S U E D B U T N O T S E A L E D S H A L L B E C O N S ID E R E D T O B E P R EL I M I N A R Y I N N A T U RE A N D A R E I S S U ED F O R I N F O R M A T IO N O N L Y . TH E S E D RA W I N G S A R E T O B E U S E D I N C O N J U NC T I O N W I T H T H E A R C H I T E C T U R A L D RA W I N G S O N T H E P R O J E C T T O C L E A RL Y D E F I N E A L L OF T H E R EQ U I R E M E N T S F O R T H E C O N S T R U C T IO N . W H E R E C O N FL I C T S O C C U R C O NT A C T A R C H I T E C T FO R C L A R I F I C A T I O N. 6/28/2018Clarification 3 ISSUED DATENAME Dan Doherty KL&A 215 North 12th Street, Unit E Carbondale, Colorado 81623 970.510.5701 | ddoherty@klaa.com DATE OF PUBLICATION:11/14/2017 STRUCTURAL CONSULTANTS SURVEYOR MECHANICAL COPYRIGHT CONTRACTOR CIVIL PROJECT NO: DRAWN BY:DMB 2017 KL&A, INC B0480 Aspen CO 81611 TBD TBD TBD TBD ID ZONE DISTRICT MU PARCEL ID #273-512-304-002 LEGAL DESCRIPTION: City and Townsite of Aspen Block: 10 lot: K and Lot: L DRAWING ISSUANCE INDEX S-404 DETAILS 1" = 1'-0"1 FOUNDATION DETAIL 1" = 1'-0"2 FOUNDATION DETAIL 1" = 1'-0"3 FRAMING DETAIL 1" = 1'-0"4 FRAMING DETAIL 1" = 1'-0"5 FOUNDATION DETAIL 1" = 1'-0"6 FRAMING DETAIL 1" = 1'-0"7 FRAMING DETAIL 1" = 1'-0"8 FRAMING DETAIL 06/26/2018 01/11/2021 01/13/2021 denism H9 H8 H7 H6 H5 H4 H3 H2 H1 SIMPSON HANGER FOR TJI OR OTHER JOIST SUPPORTING MEMBER TOP FLANGE SUPPORTED MEMBER SUPPORTING MEMBER SUPPORTED MEMBER BEARING CAPACITY UPLIFT CAPACITY REMARKS FASTENERS MEMBERS ALLOWABLE LOADS JOIST & BEAM HANGER SCHEDULE MARK U14 (14) 10d -- (6) 10dx1 1/2" (3) 11 7/8" LVL 11 7/8" LVL 1705 730 -- NOTES: 1. SUBSTITUTION OF HANGER MANUFACTURER AND/OR HANGER TYPE ARE NOT PERMITTED WITHOUT WRITTEN APPROVAL OF STRUCTURAL ENGINEER. W11 (2) 10dx1 1/2" (6) 10dx1 1/2" 2x SILL PLATE 11 7/8" LVL 1600 0-- ITS2.06/11.88 (4) 10d (2) STRONG-GRIP LVL 11 7/8" 210 TJI 1550 105(2) 10d ITS2.06/11.88 (4) 10d (2) STRONG-GRIP LVL 11 7/8" 360 TJI 1265 105(2) 10d HU2.1/9*LVL 11 7/8" 210 TJI 1770 610(14) 10d -- (6) 10dx1 1/2" HU1.81/5 LVL 7 1/4 LVL 2025 610(16) 10d -- (6) 10dx1 1/2" BA 1.81/11.88 LVL 11 7/8 LVL 2220 250(2) 10dx1 1/2"(6) 10dx1 1/2"(4) 10dx1 1/2" BA 3.56/11.88 (6) 10dx1 1/2"(4) 10dx1 1/2" (2) 10dx1 1/2"LVL (2) 11 7/8 LVL 2220 250 HU410 --(14) TTN25134H (6) 10d CONC WALL (2) 11 7/8 LVL 4920 760 H10 HU410 --(22) 16d (10) 10d LVL (2) 11 7/8 LVL 3275 1265 H11 LVL 9 1/2 LVL 1550 760 H12 ITS3.56/9.5 (2) 10dx1 1/2"LEDGER/LVL 9 1/2 LVL 1550 105(4) 10d(2) 10d H13 WP5.50/11.88 (2) 10d 2x SILL PLATE 2525 0(3) 10dx1.5--(3) 11 7/8" LVL H14 HGUM7.25 H=13.938 (24) SDS 1/4x2 1/2 CONC WALL 16015 5840--(8) THD62500H (4) 14" LVL ITS1.81/9.5 (4) 10d(2) 10d (2) 10dx1 1/2" 1' - 0 " 3" C L R 3" CLR 2' - 0 " M I N 16" TYP DWL TO MATCH WALL VERT REINF ALTERNATE HOOKS FOUNDATION WALL FOOTING (3)#5 TYP B. TYPICAL WALL FOOTINGA. TYPICAL COLUMN FOOTING EQ EQ WIDTH "B" RE: SCHEDULE WIDTH "L" RE: SCHEDULE 3" C L R RE : S C H E DU L E TH K T/FTG T/SLAB CONTROL JOINT BASE PLATE W OR HSS COLUMN NON-SHRINK GROUT GRID FOOTING NOTES: 1. FOOTINGS SHALL BEAR ON PROOF ROLLED NATIVE SOIL OR COMPACTED FILL AS SPECIFIED IN THE SOILS REPORT. 2. ALL BEARING MATERIAL SHALL BE INSPECTED BY THE GEOTECHNICAL ENGINEER PRIOR TO CONCRETE PLACEMENT. THE GEOTECHNICAL ENGINEER SHALL BE THE SOLE JUDGE AS TO THE SUITABILITY OF THE BEARING MATERIAL. 3. FOOTINGS DESIGNED FOR ALLOWABLE BEARING PRESSURE OF 3.0 KSF. 4. CENTER CONTINUOUS FOOTING UNDER WALLS AND CENTER COLUMN FOOTINGS UNDER COLUMNS, UNO. 5. BEARING ELEVATIONS ARE SUBJECT TO ADJUSTMENT AS REQUIRED BY SUITABILITY OF BEARING MATERIAL. 6. RE: COLUMN SCHEDULE AND WALL DETAILS FOR FOOTING DOWELS. 7. RE: GENERAL NOTES FOR ADDITIONAL INFORMATION. T/FTG KL A, Inc.& Structural Engineers and Builders 215 North 12th Street, Unit E Carbondale, Colorado 81623 P: (970) 927 5174 F: (970) 927 5194 Buffalo, WY ○ Carbondale, CO ○ Denver, CO ○ Golden, CO ○ Loveland, CO 715 West Main Street, Suite 204 Aspen, Colorado 81611 P: 970.279.4157 F: 866.770.5585 834 W HALLAM TH E S T R U CT U R A L E N G I N E E R S S E A L O N T H I S DR A W I N G I N D I C A T E S T H A T T H E I N F O R MA T I O N S H O W N A N D T H E C A L C U L A T I ON S P E R T A I N I N G T O T H A T I N F O R M A T IO N H A V E B E E N P RE P A R E D B Y Q U A L IF I E D P E O P L E U N D ER T H E DI R E C T I O N O F T H E E N G I N E ER - O F - R E C O R D . TH E S E A L D O E S N OT I M P L Y R E S P O N SI B I L I T Y F O R I N F O RM A T I O N P R E P A R E D B Y O T H E R S N O R F O R A N Y I N F O R M AT I O N N O T S H O W N O N T H I S D R A W I N G A N D S U C H RE S P O N S IB I L I T Y I S S P E C I F I CA L L Y D I S C L A I M E D . O N P H A S E D P R OJ E C T S , D R A W I N G S T H A T A R E I S S U E D B U T N O T S E A L E D S H A L L B E C O N S ID E R E D T O B E P R EL I M I N A R Y I N N A T U RE A N D A R E I S S U ED F O R I N F O R M A T IO N O N L Y . TH E S E D RA W I N G S A R E T O B E U S E D I N C O N J U NC T I O N W I T H T H E A R C H I T E C T U R A L D RA W I N G S O N T H E P R O J E C T T O C L E A RL Y D E F I N E A L L OF T H E R EQ U I R E M E N T S F O R T H E C O N S T R U C T IO N . W H E R E C O N FL I C T S O C C U R C O NT A C T A R C H I T E C T FO R C L A R I F I C A T I O N. 6/28/2018Clarification 3 ISSUED DATENAME Dan Doherty KL&A 215 North 12th Street, Unit E Carbondale, Colorado 81623 970.510.5701 | ddoherty@klaa.com DATE OF PUBLICATION:11/14/2017 STRUCTURAL CONSULTANTS SURVEYOR MECHANICAL COPYRIGHT CONTRACTOR CIVIL PROJECT NO: DRAWN BY:DMB 2017 KL&A, INC B0480 Aspen CO 81611 TBD TBD TBD TBD ID ZONE DISTRICT MU PARCEL ID #273-512-304-002 LEGAL DESCRIPTION: City and Townsite of Aspen Block: 10 lot: K and Lot: L DRAWING ISSUANCE INDEX S-500 SCHEDULES NTS2HANGER SCHEDULE ISOLATED FOOTING SCHEDULE MARK LENGTH "L" WIDTH "B" THICKNESS "T" REINFORCING DESIGN LOAD COMMENTS F2.5 2'-6" 2'-6" 1'-0" (3)#5 EW 8K F3.0 3'-0" 3'-0" 1'-0" (3)#5 EW 17K F3.5 3'-6" 3'-6" 1'-0" (4)#5 EW 30K NTS1FOOTING SCHEDULE AND DETAILS CONTINUOUS FOOTING SCHEDULE MARK WIDTH "B" THICKNESS "T" REINFORCING COMMENTS FC18 1'-6" 10" (3)#5 FC24 2'-0" 1'-0" (3)#5 06/26/2018 01/11/2021 01/13/2021 denism E E B B C C D D A A E E B B C C D D A A SHEAR WALL SCHEDULE SHEAR WALL TYPE AND CAPACITY NAIL TYPE AND SPACING AT PANEL EDGES FRAMING MEMBERS AT VERTICAL EDGE NAILING NAIL TYPE AND SPACING IN FIELD (AWAY FROM EDGES) MIN SILL PLATE AT FOUNDATION WALLS (SEE NOTE 5) CFS CLIP SIZE AND SPACING SECTION A-A SECTION B-B SECTION C-C SECTION D-D (SEE NOTES 12 AND 13) SECTION E-E (SEE NOTES 12 AND 13) 8d@4"OC 10d@3"OC 10d@3"OC EACH SIDE OF WALL NOTES: 1. ALL SHEAR WALL STUD FRAMING @16"OC. 2. ALL FRAMING IS DOUGLAS FIR-LARCH MATERIAL OR STRUCTURAL COMPOSITE LUMBER. 3. BOUNDARY STUDS AT ENDS OF SHEAR WALLS MAY REQUIRE ADDITIONAL STUDS. SEE "TYPICAL WOOD SHEAR WALL HOLDOWNS". 4. ALL SHEAR WALLS TO BE WOOD SHEATHED WITH 32/16 SPAN RATED PLYWOOD OR OSB (15/32" MINIMUM THICKNESS). 5. FOR SINGLE 2x SILL PLATE, COUNTERSINKING ANCHOR BOLT WASHER AND NUT IS NOT ALLOWED. 6. PROVIDE SLOTTED WASHER PLATE AND STANDARD WASHER AT ANCHOR BOLT CONNECTIONS. SLOTTED PLATE TO BE NO FURTHER THAN 1/2" FROM SHEATHED SIDE OF WALL PLATE. USE SIMPSON BPS5/8-3 AT 2x4 WALLS AND BPS5/8-6 AT 2x6 WALLS. 7. RE: "TYPICAL REQUIREMENTS FOR HOLES AND NOTCHES IN WOOD MEMBERS" FOR REINFORCING OF WALL PLATES WITH NOTCHES. 8. RE: GENERAL NOTES FOR MINIMUM DIMENSIONS FOR NOTED NAIL SIZES. 9. NAILS SHALL NOT BE OVERDRIVEN; RE: GENERAL NOTES. 10. ALL CAPACITIES SHOWN ARE ASD VALUES AND DO NOT INCLUDE INCREASES FOR WIND. 11. DO NOT BEND A35 CLIPS 12. AT INTERIOR WALLS WHERE JOISTS/RAFTERS ARE PERPENDICULAR TO THE WALL, BLOCK BETWEEN JOISTS/RAFTERS OVER WALL AND ATTACH CFS CLIP PER SCHEDULE. 13. AT INTERIOR WALLS WHERE JOISTS/RAFTERS ARE PARALLEL TO THE WALL, ALIGN A JOIST/RAFTER OVER WALL AND ATTACH WITH CFS CLIPS PER SCHEDULE. (1) 2x 8d@12"OC 10d@12"OC EACH SIDE OF WALL (1) 2x PT SILL SIMPSON A35 @16"OC OR SIMPSON LTP4 @16"OC (2) 2x OR (1) 3x 10d@12"OC (2) 2x PT SILL OR (1) 3x PT SILL SIMPSON A35 @8"OC OR SIMPSON LTP4 @8"OC (2) 2x OR (1) 3x (2) 2x PT SILL OR (1) 3x PT SILL SIMPSON A35 @12"OC AND SIMPSON LTP4 @12"OC AT BLOCKING A 350 PLF B 600 PLF (SDC A,B,C) C 1200 PLF (SDC A,B,C) IDENTICAL TO TYPE 'B' WALL BUT WITH SHEATHING ON BOTH SIDES SINGLE 2x STUD EDGE NAILING EACH SIDE OF JOINT (2) 2x GLUED AND NAILED (OR SINGLE 3x) EDGE NAILING EACH SIDE OF JOINT, STAGGERED 16d @4"OC STAGGERED (2) 2x GLUED AND NAILED (OR SINGLE 3x) EDGE NAILING EACH SIDE OF JOINT, STAGGERED, TYP BOTH SIDES OF WALL 16d @4"OC STAGGERED FLAT 2x EDGE BLOCKING EDGE NAILING, EA SIDE OF JOINT FLAT 2x EDGE BLOCKING EDGE NAILING, EA SIDE OF JOINT DOUBLE 2x OR 3x EDGE BLOCKING EDGE NAILING, EA SIDE OF JOINT EDGE NAILING AT SILL PLATE PT SILL PLATE, RE: THIS SCHEDULE RE: THIS SCHEDULE FOR ANCHOR BOLT STAGGERED EDGE NAILING AT SILL PLATE(S) PT SILL PLATE, RE: THIS SCHEDULE RE: THIS SCHEDULE FOR ANCHOR BOLT EDGE NAILING AT SILL PLATE(S) PT SILL PLATE, RE: THIS SCHEDULE RE: THIS SCHEUDLE FOR ANCHOR BOLT NAIL SOLE PLATE (2) 16d@4"OC EDGE NAILING AT SOLE PLATE 16d@4"OC FLOOR EDGE NAILING EDGE NAILING EACH SIDE OF JOINT, TYP SHEATHING JOINT AT TOP OF TOP PLATE CFS CLIP, RE: THIS SCHEDULE 16d@4"OC FLOOR EDGE NAILING EDGE NAILING EACH SIDE OF JOINT, TYP SHEATHING JOINT AT TOP OF TOP PLATE CFS CLIP, RE: THIS SCHEDULE (2) 16d@4"OC FLOOR EDGE NAILING EDGE NAILING EACH SIDE OF JOINT, TYP SHEATHING JOINT AT TOP OF TOP PLATE CFS CLIPS, RE: THIS SCHEDULE CFS CLIP, RE: THIS SCHEDULE WALL EDGE NAILING FULL HEIGHT BLOCKING ROOF EDGE NAILING CFS CLIP, RE: THIS SCHEDULE WALL EDGE NAILING FULL HEIGHT BLOCKING ROOF EDGE NAILING CFS CLIPS, RE: THIS SCHEDULE WALL EDGE NAILING EA SIDE OF WALL FULL HEIGHT BLOCKING ROOF EDGE NAILING ANCHOR BOLT 5/8"G@48"OC 5/8"G@16"OC 5/8"G@16"OC WASHER PLATE, RE: NOTE BELOW WASHER PLATE, RE: NOTE BELOW WASHER PLATE, RE: NOTE BELOW T/WALL PLATE T/WALL PLATE CFS CLIP, RE: SCHEDULE EXTEND SHEATHING TOP OF PLATE TYPICAL STUD WALL SHEATHING, ORIENTED VERTICALLY OR HORIZONTALLY ROOF RAFTER, TYP SOLID BLOCKING DOUBLE 2x TOP PLATE, TYP ALL SHEAR WALLS NAILING AT PANEL EDGES, RE: SCHEDULE T/CONC FLAT 2x EDGE BLOCKING NAILING IN FIELD, RE: SCHEDULE BOUNDARY STUDS NAILING AT PANEL EDGES, RE: SCHEDULE EXTEND SHEATHING TO BOTTOM OF SILL PLATE HOLDOWN AT FOUNDATION WALL, RE: "TYPICAL WOOD SHEAR WALL HOLDOWNS" PT SILL PLATE, RE: SCHEDULE SILL ANCHOR RODS, RE: SCHEDULE WALL SHEATHING JOINT AT TOP OF WALL PLATE CFS CLIP, RE: SCHEDULE HOLDOWN AT INTERMEDIATE FLOOR, RE: TYPICAL DETAIL DOUBLE 2x TOP PLATE, TYP ALL SHEAR WALLS CONCEPTUAL SHEATHING LAYOUT AT SHEAR WALLS T/WALL PLATE T/WALL PLATE CFS CLIP, RE: SCHEDULE EXTEND SHEATHING TO TOP OF PLATE TYPICAL STUD WALL SHEATHING, ORIENTED VERTICALLY OR HORIZONTALLY ROOF RAFTER, TYP SOLID BLOCKING DOUBLE 2x TOP PLATE, TYP ALL SHEAR WALLS NAILING AT PANEL EDGES, RE: SCHEDULE T/CONC FLAT 2x EDGE BLOCKING NAILING IN FIELD, RE: SCHEDULE BOUNDARY STUDS NAILING AT PANEL EDGES, RE: SCHEDULE EXTEND SHEATHING TO BOTTOM OF SILL PLATE HOLDOWN AT FOUNDATION WALL, RE: "TYPICAL WOOD SHEAR WALL HOLDOWNS" PT SILL PLATE, RE: SCHEDULE SILL ANCHOR RODS, RE: SCHEDULE WALL SHEATHING JOINT AT TOP OF WALL PLATE CFS CLIP, RE: SCHEDULE HOLDOWN AT INTERMEDIATE FLOOR, RE: TYPICAL DETAIL DOUBLE 2x TOP PLATE, TYP ALL SHEAR WALLS CONCEPTUAL SHEATHING LAYOUT AT FORCE TRANSFER AROUND OPENING SHEAR WALLS WINDOW OPENING CS22 STRAPPING AT ALL WINDOWS WITHIN EXTENT OF SHEAR WALLS, USE FLAT 2x OR 3x BLOCKING BEHIND SHEATHING STRAPPING REQUIRED OVER FULL LENGTH OF SHEAR WALL, RE: PLAN HOLDOWN SCHEDULE HD1 HD2 HOLDOWN KEY MARK SIMPSON HOLDOWN TYPE HDU5-SDS2.5 HDU8-SDS2.5 ANCHOR BOLT DIAMETER 5/8" 7/8" MIN BOUNDARY STUD THICKNESS 3" 4 1/2" ALLOWABLE TENSION LOAD 5645 LB 7870 LB NOTES: 1. ALLOWABLE TENSION LOADS ASSUME USE OF DOUGLAS FIR-LARCH OR COMPOSITE LUMBER BOUNDARY STUDS. 2. USE ALL HARDWARE PROVIDED WITH HOLDOWN, RE: SIMPSON MANUAL FOR OTHER INSTALLATION REQUIREMENTS. 3. BOUNDARY STUDS NOT ALWAYS SHOWN ON PLAN, CONTRACTOR TO COORDINATE WITH ARCHITECTURAL DRAWINGS AND MANUFACTURER'S OFFSET FOR PROPER PLACEMENT. TABLE: ANCHOR ROD EMBEDMENT TYPE ANCHOR BOLD DIAMETER EMBEDMENT MINIMUM WALL THICKNESS MINIMUM EDGE DISTANCE EMBEDDED ANCHOR ADHESIVE ANCHOR 5/8" 7/8" 1" 5/8" 7/8" 1" 10" 8" 8" 10" 8" 12" 18" 12 1/2" 2 3/4" 2 3/4" 3" 3" SHEAR WALL ABOVE CONCRETE SHEAR WALL ABOVE AND BELOW RE : T A B L E EM B E D M E N T BOUNDARY STUD, RE: SCHEDULE HOLDOWN, RE: SCHEDULE BOUNDARY STUD, RE: SCHEDULE HOLDOWN W/ ROD, RE: SCHEDULE CONT RIM BOARD OR SOLID BLOCKING ACCORDING TO FRAMING CONDITION BOUNDARY STUD, RE: SCHEDULE HOLDOWN, RE: SCHEDULE 'A' WALL: 16d@8" 'B' WALL: 16d @4" 'C' WALL: 16d@2" NOTES: 1. FOR POST-INSTALLED ANCHORS USE SIMPSON SET-XP EPOXY. SUBSTITUTION OF OTHER EPOXY MUST BE APPROVED BY ENGINEER. * LAP SPLICE ANCHOR ROD TO WALL REINFORCEMENT. SHEAR WALL ABOVE FOUNDATION CONCRETE WALL AT END OF SHEAR WALL SHEAR WALL ON PERPENDICULAR WOOD BEAM (STRAP HOLDOWN) SHEAR WALL ON PARALLEL WOOD BEAM (STRAP HOLDOWN) CFS CLIP, RE: SHEAR WALL SCHEDULE BOUNDARY STUD, RE: SCHEDULE (2) CS14 16 " M I N 16 " M I N WRAP STRAP END AROUND BEAM AS NEEDED TO ACHIEVE REQUIRED LENGTH 'A' WALL: 16d@8" 'B' WALL: 16d@4" 'C' WALL: 16d@2" STRAP ATTACHMENT: CS14 - 16" END LENGTH W/ (15) 8d LVL BEAM BOUNDARY STUDS, RE: SCHEDULE HOLDOWN 5/16 D1/2"x12"x1'-0" EMBED PLATE W/ (4) 1/2"Gx6" HSA CONT WALL FTG CONTRACTOR'S OPTION TYP 3" BOUNDARY STUDS EXPANSION ANCHORS 'A' WALL: 1/2"G@12"OC 'B' WALL: 1/2"G@6"OC 'C' WALL: 3/4"G@4"OC HOLDOWN ABOVE GOES INTO TOP OF CONCRETE WALL CONC WALL BOUNDARY STUDS, RE: SCHEDULE (2) CS14 STRAPS W/ (15) 8d EA END, WRAP STRAP END AROUND BEAM TO ACHIEVE REQUIRED LENGTH 'A' WALL: 16d@8" 'B' WALL: 16d@4" 'C' WALL: 16d@2" INTO LVL BLOCKING BELOW (2) TS22 STRAPS, ONE EA SIDE, W/ (9) 16d EA SIDE EN D L E N G T H 16 " M I N EN D L E N GT H 16 " M I N FLOOR FRAMING LVL BLOCKING UNDER SHEAR WALL NOTE: CAN ALSO APPLY WHEN BEAM SITS ON WOOD COL BELOW N/A N/A 6" T Y P WOOD SHEAR WALL, RE: PLAN FOR TYPE AND MIN LENGTH SOLID BOUNDARY STUD AT CORNER OF SAME WIDTH AS WALL STUDS PANEL EDGE NAILING WOOD SHEAR WALL HOLDOWN, RE: PLANS AND SCHEDULES ADD 2x STUD AS REQUIRED TO MEET MIN THICKNESS OF BOUNDARY STUDY TYPICAL CORNER INTERSECTION PANEL EDGE NAILING WOOD SHEAR WALL ADD 2x STUD, ATTACH W/ 16d@4"OC STAGGERED HOLDOWN TYP, RE: PLANS AND SCHEDULES PT SILL PLATE, TYP TYPICAL 'TEE' INTERSECTION SOLID BOUNDARY STUD AT CORNER OF SAME WIDTH AS WALL STUDS BOUNDARY STUD AT END OF WALL, RE: HOLDOWN SCHEDULE WOOD SHEAR WALL PT SILL PLATE, TYP SILL PLATE ANCHOR ROD, TYP KL A, Inc.& Structural Engineers and Builders 215 North 12th Street, Unit E Carbondale, Colorado 81623 P: (970) 927 5174 F: (970) 927 5194 Buffalo, WY ○ Carbondale, CO ○ Denver, CO ○ Golden, CO ○ Loveland, CO 715 West Main Street, Suite 204 Aspen, Colorado 81611 P: 970.279.4157 F: 866.770.5585 834 W HALLAM TH E S T R U CT U R A L E N G I N E E R S S E A L O N T H I S DR A W I N G I N D I C A T E S T H A T T H E I N F O R MA T I O N S H O W N A N D T H E C A L C U L A T I ON S P E R T A I N I N G T O T H A T I N F O R M A T IO N H A V E B E E N P RE P A R E D B Y Q U A L IF I E D P E O P L E U N D ER T H E DI R E C T I O N O F T H E E N G I N E ER - O F - R E C O R D . TH E S E A L D O E S N OT I M P L Y R E S P O N SI B I L I T Y F O R I N F O RM A T I O N P R E P A R E D B Y O T H E R S N O R F O R A N Y I N F O R M AT I O N N O T S H O W N O N T H I S D R A W I N G A N D S U C H RE S P O N S IB I L I T Y I S S P E C I F I CA L L Y D I S C L A I M E D . O N P H A S E D P R OJ E C T S , D R A W I N G S T H A T A R E I S S U E D B U T N O T S E A L E D S H A L L B E C O N S ID E R E D T O B E P R EL I M I N A R Y I N N A T U RE A N D A R E I S S U ED F O R I N F O R M A T IO N O N L Y . TH E S E D RA W I N G S A R E T O B E U S E D I N C O N J U NC T I O N W I T H T H E A R C H I T E C T U R A L D RA W I N G S O N T H E P R O J E C T T O C L E A RL Y D E F I N E A L L OF T H E R EQ U I R E M E N T S F O R T H E C O N S T R U C T IO N . W H E R E C O N FL I C T S O C C U R C O NT A C T A R C H I T E C T FO R C L A R I F I C A T I O N. 6/28/2018Clarification 3 ISSUED DATENAME Dan Doherty KL&A 215 North 12th Street, Unit E Carbondale, Colorado 81623 970.510.5701 | ddoherty@klaa.com DATE OF PUBLICATION:11/14/2017 STRUCTURAL CONSULTANTS SURVEYOR MECHANICAL COPYRIGHT CONTRACTOR CIVIL PROJECT NO: DRAWN BY:DMB 2017 KL&A, INC B0480 Aspen CO 81611 TBD TBD TBD TBD ID ZONE DISTRICT MU PARCEL ID #273-512-304-002 LEGAL DESCRIPTION: City and Townsite of Aspen Block: 10 lot: K and Lot: L DRAWING ISSUANCE INDEX S-501 SCHEDULES NTS1TYPICAL WOOD SHEAR WALLS - NAILING SCHEDULE AND DETAILS NTS2TYPICAL SHEAR WALL HOLDOWNS NTS3TYPICAL SHEAR WALL INTERSECTION DETAILS 06/26/2018 01/11/2021 01/13/2021 denism