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Home My WebLink AboutB10-0166 B10-0167 Structural Calculations 7-7-2010JOB TITLE Lionshead MARTIN /MARTIN Vail, CO JOB No. 21615.S.05 SHEET NO. CONSULTING ENGINEERS CALCULATED BY NR DATE XX /XX/XX CHECKED BY ERS DATE XX/XX/XX Ver 9.07.03 www.struware.com STRUCTURAL DESIGN CRITERIA FOR Lionshead Vail, CO 21615.S.05 PROJECT INFORMATION Project Manager: Principal in charge: Design Engineer(s): Client: Client Contact: Project Description: Governing Jurisdiction: Eric Sobel Michael McAffrey Nic Remington, Eric Sobel 4240 Architecture Brent Bartles ECO Shelter -1207 Town of Vail Building Department Website Building Official's Name and Phone Number MARTIN /MARTIN 40*100� CONSULTING ENGINEERS LIONSHEAD TRANSIT CENTER Vail, CO MARTIN/MARTIN Project No. 21615.S.O5 07 July 2010 1. DESIGN CRITERIA 2. ECO BUILDING - ROOF 3. ECO BUILDING - LATERAL 4. ECO BUILDING - MISC 5. PEDESTRIAN BRIDGE 6. DRIVE IN / DRIVE OUT 7. NEW STAIR EXTENSIONS 1 2499 WEST COLFAX • P.O. Box 1 51 500 • LAKEWOOD, COLORADO B021 5 • 303-431-61 00 MARTIN /MARTIN M,000� CONSULTING ENGINEERS LIONSHEAD TRANSIT CENTER Vail, CO MARTIN/MARTIN Project No. 21615.S.05 07 July 2010 Chanter 1: DESIGN CRITERIA 1. General Design Criteria 2. TOV Amendments to 2009 IBC 3. Geotech Report 1 2499 WEST COLFAX • P.O. BOX 1 51 500 • LAKEWOOD, COLORADO 8021 5 • 303 00 JOB TITLE Lionshead MARTIN /MARTIN Vail, CO JOB NO. 21615.5.05 SHEET NO. CONSULTING E N G I N E R S CALCULATED BY NR DATE XX /XX /XX CHECKED BY ERS DATE XX/XX/XX Ver 9.07.03 www.struware.com STRUCTURAL DESIGN CRITERIA FOR Lionshead Vail, CO 21615.S.05 PROJECT INFORMATION Project Manager: Eric Sobel Principal in charge: Michael McAffrey Design Engineer(s): Nic Remington, Eric Sobel Client: 4240 Architecture Client Contact: Brent Bartles Project Description: ECO Shelter - 1207 Governing Jurisdiction: Town of Vail Building Department Website Building Official's Name and Phone Number load as defined in Section 12.4.2. of ASCE 7 STRENGTH DESIGN (2009 IBC) 1.4(D + F) 1.2(D + F + T) + 1.6(L + H) + 0.5 (Lr or S or R) 1.2D + 1.6(Lr or S or R) + (f,*L or 0.8W) 1.21) + 1.6W + f, *L +0.5(Lr or S or R) 1.2D + 1.0 E + f *L + f *S 0.9D + 1.6W + 1.61-1 0.6D + 1.0E + 1.61-1 f1 = 1 for live loads in excess of 100 PSF and parking garages = 0.5 for other live loads Q = 0.7 for roof configuration that do not shed snow off structure = 0.2 for other roof configurations MATERIALS STEEL Structural Steel: F ksi Fu ksi W and WT Shapes: A992 50 65 Plates, Channels, Angles, and Misc. Framing: A36 36 58 Round Pipe: A53 35 60 Square and Rectangular HSS: A500, Grade 1 46 58 Typical Framing Bolts: ASTM A325 — 3/4" diameter Welds: E70XX, 70 KSI Headed Shear Studs F ksi Fu ksi AWD D1.1 Type B, 3/4" diameter 51 65 Anchor Rods: F ksi Fu ksi ASTM F1554 Gr 55 weldable, 3/4 "�, Heavy Hex Headed 55 75 CONCRETE Wei ht: Normal weight 150 pcf Light weight 120 pcf wet, 115 pcf dry Design Strength: f (psi Foundations 4000 NW Columns 4000 NW Slab -on -grade 3500 NW All other CIP 4000 NW Reinforcing: F ksi Beams, Columns, etc.: A615, Grade i 60 Smooth Welded Wire Fabric (WWF): A -185 65 Welded and Field Bent: A706 60 MASONRY Weight: Block Weight Light Weight 103 pcf Grout Weight Normal weight 140 pcf Reinforcing A615, Grade 60 Design Parameters: Design Strength: fm= 1800 psi Martin /Martin 1 -1 You Should Know... Registered Contractors: Building permits are only issued to contractors registered with the Town of Vail. Homeowners may apply for an Owner /Builder registration. Employee Housing Mitigation: Within certain zone districts, development projects involving the addition of either commercial or residential floor area may be required to mitigate a portion of the new employee housing demands created by the project. Refer to Chapters 12 -23 (Commercial Linkage) and 12 -24 (Inclusionary Zoning), Vail Town Code, for specific requirements. Will -Call Inspection: The Town of Vail charges $4.00 on each building, plumbing, mechanical and electrical permit for this service. When calling for your inspection, simply state that you would like "Will Call” and leave the best contact name and number. The inspector will call you on his or her way to your site. Improvement Location Certificate (ILC): A survey confirming foundation location and final building height (framing) must be submitted and reviewed prior to your framing inspection (for new construction and additions). Fireplaces: The Town of Vail has adopted restrictions on the number and types of fireplaces. Each new dwelling unit may contain either: One (1) EPA Phase II wood burning fireplace and unlimited gas fireplaces; OR Two (2) gas log fireplaces and unlimited gas fireplaces. Right -of -Way Use Permits: Required for new construction, utility work, work in or connecting to the right -of- way (such as driveway pans), staging on the street, etc. Revocable Right -of -Way Use Permits are required for all private improvements permanently located in the right -of -way (such as retaining walls, trees, etc). Please contact Public Works at (970) 479 -2158 for any questions or to obtain a permit. Fire Alarms and Sprinklers: A monitored fire alarm or sprinkler system may be required. Contact the Fire De- partment directly at (970) 479 -2135 to discuss your project and what systems may be required. Structural Design Criteria: Roof Snow Load: 80 PSF for roofs 4:12 or greater slope Seismic: Short period spectral response: Ss =035.0 100 PSF for decks and roofs less than 4:12 Long period spectral response: S1= 008.1 Wind Speed: 90 mph (3 second gust), exposure B Site Class: determined by soils report Frost Depth: 48" Adopted Codes & Standards: 2009 International Building Code 2009 International Plumbing Code 2009 International Mechanical Code 2009 International Fuel Gas Code 2009 International Fire Code 2009 International Energy Code 2008 National Electrical Code 2003 ICC /ANSI A117.1 (Accessibility Standards) 2009 Amendments located in Ordinance No. 18, Series 2009 c: \cdev\ forms\ permits\ building \comm_building _pennit_010110 Martin /Martin 1 -2 Questions? Please Contact: „ Jennifer Eliuk Development Review Coordinator (970) 479 -2128 or ieliukCavailgov.com You Should Know... Registered Contractors: Building permits are only issued to contractors registered with the Town of Vail. Homeowners may apply for an Owner /Builder registration. Employee Housing Mitigation: Within certain zone districts, development projects involving the addition of either commercial or residential floor area may be required to mitigate a portion of the new employee housing demands created by the project. Refer to Chapters 12 -23 (Commercial Linkage) and 12 -24 (Inclusionary Zoning), Vail Town Code, for specific requirements. Will -Call Inspection: The Town of Vail charges $4.00 on each building, plumbing, mechanical and electrical permit for this service. When calling for your inspection, simply state that you would like "Will Call” and leave the best contact name and number. The inspector will call you on his or her way to your site. Improvement Location Certificate (ILC): A survey confirming foundation location and final building height (framing) must be submitted and reviewed prior to your framing inspection (for new construction and additions). Fireplaces: The Town of Vail has adopted restrictions on the number and types of fireplaces. Each new dwelling unit may contain either: One (1) EPA Phase II wood burning fireplace and unlimited gas fireplaces; OR Two (2) gas log fireplaces and unlimited gas fireplaces. Right -of -Way Use Permits: Required for new construction, utility work, work in or connecting to the right -of- way (such as driveway pans), staging on the street, etc. Revocable Right -of -Way Use Permits are required for all private improvements permanently located in the right -of -way (such as retaining walls, trees, etc). Please contact Public Works at (970) 479 -2158 for any questions or to obtain a permit. Fire Alarms and Sprinklers: A monitored fire alarm or sprinkler system may be required. Contact the Fire De- partment directly at (970) 479 -2135 to discuss your project and what systems may be required. Structural Design Criteria: Roof Snow Load: 80 PSF for roofs 4:12 or greater slope Seismic: Short period spectral response: Ss =035.0 100 PSF for decks and roofs less than 4:12 Long period spectral response: S1= 008.1 Wind Speed: 90 mph (3 second gust), exposure B Site Class: determined by soils report Frost Depth: 48" Adopted Codes & Standards: 2009 International Building Code 2009 International Plumbing Code 2009 International Mechanical Code 2009 International Fuel Gas Code 2009 International Fire Code 2009 International Energy Code 2008 National Electrical Code 2003 ICC /ANSI A117.1 (Accessibility Standards) 2009 Amendments located in Ordinance No. 18, Series 2009 c: \cdev\ forms\ permits\ building \comm_building _pennit_010110 Martin /Martin 1 -2 KOECHLEIN CONSULTING ENGINEERS, INC. GEOTECHNICAL AND MATERIALS ENGINEERS GEOTECHNICAL REPORT PROPOSED LIONSHEAD TRANSIT CENTER SOU'T'H FRONTAGE ROAD AND EAST LIONSHEAD CIRCLE VAIL, COLORADO Prepared for: Todd Oppenheimer Department of Public Works Town of Vail 1309 Elkhorn Drive Vail, CO 81657 Job No. 09 -035 December 3, 2009 DENVER: 12364 Nest Alameda PrM+!p., Suite 115, Lakewood, CO 80228 (303) 989 -1223 GRAND JUNG /ON: 529 25 112 Rd • Suite 201 # Grand Junction, C081505 (970) 241 -7700 AVONIS1L FERTHORNE: (970) 949 -6009 Martin /Martin 1 -3 Decembcr 3. 2009 KOECHLEIN CONSULTING ENGINEERS, INC. .Job No. 09 -035 Geotechnical and Materials Engineers , i TABLE OF CONTENTS SCOPE 1 EXECUTIVE SUMMARY 2 SITE CONDI'T'IONS 4 PROPOSED CONSTRUCTION 5 SUBSURFACE EXPLORATION 7 ADDITIONAL SUBSURFACE EXPLORATION 8 SUBSURFACE CONDITIONS 8 RADON 9 MOLD 10 EXISTING STRUCTURES 10 EXISTING FILL 11 GROUND WATER I1 EXCAVATIONS 12 SEISMICITY 13 EXISTING FOUNDATIONS 13 FOUNDATIONS 14 SLABS -ON -GRADE 16 FOUNDATION DRAINAGE 18 LATERAL WALL LOADS _ _ .. _... _ - -- _ 18 RETAINING WALLS - _ _ _ -- . 19 SURFACE DRAINAGE 20 IRRIGATION 21 COMPACTED FILL 22 PAVEMENT DESIGN 23 Flexible Pavement Design 23 Rigid Pavement Design 24 Pavement Materials 25 Subgrade Stabilization 26 Construction Considerations 27 Drainage 28 LIMITATIONS 28 Martin /Martin 1-4 December 3, 2009 KOECHLEIN CONSULTING ENGINEERS, INC. Job No. 09 -035 Geolechnical and Haterials Engineers LIST OF FIGURES VICINITY MAP LOCATIONS OF EXPLORATORY BORINGS LOGS OF EXPLORATORY BORINGS LEGEND OF EXPLORATORY BORINGS GRADATION TEST RESULTS FOUNDATION EXCAVATION RECOMMENDATIONS TYPICAL WALL DRAIN DETAIL TYPICAL RETAINING WALL DRAIN DETAIL SUMMARY OF LABORATORY TEST RESULTS PAVEMENT DESIGN CALCULATIONS PAVEMENT CONSTRUCTION RECOMMENDATIONS Fig. I Fig. 2 Figs. 3 and 4 Fig. 5 Figs. 6 thru 10 Fig. 11 Fig. 12 Fig. 13 Table l Appendix A Appendix B Martin /Martin 1 -5