Are There Realistic Expectations About Building Hangars in
Transcription
Are There Realistic Expectations About Building Hangars in
Are There Realistic Expectations About Building Hangars in California? 2006 FALL CONFERENCE Moderator: Mike Shutt, P.E., Mead & Hunt, Inc. Panel Members: Ken Keatts, Regional Sales Manager, Erect-a-Tube, Inc. Carl Honaker, Director of Airports, Santa Clara County Dave Hoover, President, HYT Corporation (Fire Protection & Code Specialists) Nested vs. Stacked Hangars Cost Comparison Building footprint – nested hangars require 1,500 s.f. of additional area, but it is rentable space – no cost FAA taxiways are 11,000 s.f. greater in stacked configuration Ø $88,000 Hangar apron pavements are 20,250 s.f. greater in stacked configuration $162,000 Construction cost increase $250,000 The stacked hangar complex requires 30,000 s.f. of additional land, which is either forgiven or adds cost depending on value of land. Overview of Santa Clara County System – Over 1,300 based aircraft, nearly 500,000 ops/year – Palo Alto Airport - PAO • County - 0 hangars, 360 tie-downs • FBO - 69 hangar spaces, 95 tie-downs – Reid-Hillview Airport - RHV • County - 146 hangars, 52 shelter spaces, 175 tie-downs • FBO – 47 hangar spaces, 255 tie-downs – South County/San Martin Airport - E16 • County - 100 hangars, 90 tie-downs • FBO – 55 hangars, 28 tie-downs Hangar Issues at Reid-Hillview and Palo Alto Airports • PAO – County gets 6% of rent for some FBO hangars • RHV Hangar Development – FBO storage hangars – various box hangars, no T’s – no rent % – County construction – 1967 • 60 identical T-Hangars w/concrete found. and basic electricity • No sprinkler system, no bathrooms – Developer construction – Ground Lease 1984 • • • • • Off-the-shelf Nunno Box Hangars and Portaport T-Hangars Anchored to asphalt on existing grade ramp No electricity, bathrooms, or sprinkler system Poor oversight by County, bad management by lessee County bought out leases due to conflicts/rent prices, and loss of tenancy during threat of airport closure Recent Experience at South County Airport • Single FBO had only hangars until ’06 • County Hangar Project – 100 hangars – 5 sizes – Based on previous ’82 Master Plan – build when demand grew – 120,000 sq/ft total, 103,000 billable space – 9 Box and 91 T-Hangars, fit within existing taxilanes from mid-90s – Concrete foundations, electricity, box hangars w/elect. doors, 4 bathrooms, parking AND Fire Marshal mandated sprinklers – Insufficient water flow from fire main – requirement for 500,000 gallon tank and pump system to supplement fire flow ($1.2M) – Waiting list established by lottery – started with 100, grew to 130 – Currently 56 hangars rented (only 42 from waiting list – 35%) Financing the South County Airport Hangars – Cost was estimated at $4.5 M for Hangars, $1.2 M for Tank/Pump – ABAG Loan for entire amount plus payoff of G.F. loans at RHV • Only available to ABAG Counties/Municipalities • No Strings Attached (State has since changed requirements) • 30 Year payback, pymts started before we broke ground on project – Took almost 2 years longer than original estimate to complete – Extra $1M for in-house Overhead/Contract Mgmt. came out of AEF – Total cost/sq ft = $55, or average of $66,000 per hangar – Barely breaking even on debt service now – Added 2 staff to airport to help manage hangars (~$130K/yr) Private vs. Public • Bottom Line – Expensive for municipalities to build their own, versus lease with Private Developer – Bureaucracy increases cost/time – Expensive rents required to pay debt/costs – Cannot “sell” hangars or customize for tenant needs – Cannot depreciate asset/amortize loan – Must pay prevailing wage • Private Developer Lease – easier and lower risk – Make sure you use Minimum Standards – Get % of rent in addition to land lease • BUT, if airport can swing it, you will eventually make more money by building them (if you can keep them occupied). A Code Dilemma A combination of three model and consensus Codes and Standards identify the minimum requirements for the design and construction of aircraft hangars • Uniform Building Code (UBC), California Building Code (CBC) • International Building Code (IBC) • National Fire Protection Association (NFPA) 409, Standard on Aircraft Hangars Comparison of Occupancy Classifications UBC/CBC – S5 Occupancy; Work is limited to exchange of parts and maintenance activities – no open flame or welding permitted – H5 Occupancy; Hangars not classified as S5 Occupancies IBC – S1 Occupancy; Moderate hazard storage – H2 Occupancy; Paint hangars NFPA 409 – Group I Hangars; Have at least one of the following: • Aircraft access door height over 28 ft. or provision for housing aircraft with tail height over 28 ft. • A single fire area in excess of 40,000 ft2 – Group II Hangars; Have both of the following: • Door height of 28 feet or less, and a single fire for specific types of construction. – Group III Hangars; Have both of the following: • Door height of 28 feet or less, and a single fire not exceeding the maximum permitted based upon construction type. – Group IV Hangars; • Membrane-covered rigid steel frame – Paint Hangars Comparison of Fire Protection Requirements UBC/CBC – Through adoption, refers to the appropriate NFPA Standard IBC – Requires protection of hangars in accordance with NFPA 409 – Exception: Group II hangars storing private aircraft without major maintenance or overhaul are exempt from foam suppression requirements NFPA 409 – Group I Hangars; Provide one of the following: • • • • Foam-water deluge system Fire sprinklers + low level / low expansion foam system Fire sprinklers + low level / high expansion foam system Fire sprinklers (unfueled aircraft, only) – Group II Hangars; Provide as for Group I Hangars, or: • A closed-head foam-water sprinkler system – Group III Hangars; with hazardous operations including fuel transfer, welding or other hot work, doping, and/or spray painting must be protected as a Group II Hangar Fire Protection Water Supply and Distribution Systems Can present difficulty in airport and hangar design due to: – Potential high volumes of required water at high pressures – Location and distribution of fire hydrants – Fire department access QUESTIONS