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Home My WebLink AboutB09-0182 E09-0240 A09-0078 B09-0322NOTE: TH/S PERM/T MU T BE POSTED ON JOBSITE AT ALL TIMES b j TOWN OF YNL ' Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657 p. 970.479.2139, f. 970.4792452, inpsections 970.4792149 ADD/ALT COMM BUILD PERMT Permit #: B09-0182 Project #: 5 - Ua Job Address: 321 E LIONSHEAD CIR VAIL Location......: DOBSON ICE ARENA Parcel No....: 210106407005 R .oos iEtr F aG a, (3 oc. , tor 5 OWNER TOWN OF VAIL 07/29/2009 C/O FINANCE DEPT 75 S FRONTAGE RD VAIL CO 81657 APPLICANT ROOFMASTERS ROOFING & SHEET 07/29/2009 Phone: (785) 628-3614 PO BOX 664 HAYS KANSAS 67601 License: 825-S CONTRACTOR ROOFMASTERS ROOFING & SHEET 07/29/2009 Phone: (785) 628-3614 PO BOX 664 HAYS KANSAS 67601 License: 825-S Description: DOBSON ICE ARENA: REPLACE ROOF, GUTTERS, AND SNOW GUARDS, RFPAIR SKYLIGHTS Occupancy: Type Construction: Status . . : ISSUED Applied . . : 07l29/2009 Issued . .. : 08/04/2009 Expires . ..: 01/31/2010 Valuation: $565,000.00 Total Sq Ft Added: 0 x.,....x ..........................,........,,..........,,...... FEE SUMMARY ,.........,..........,....,....._,.....,...,..,,..,.,....,....,.............. Building Permit Fee------> $3,542.50 Will Cal Fee---------------------> $4.00 Total Calculated Fees-------------> $16,949.13 Plan Check--------------------> $2,302.63 Use Tax Fee---------------------> $11,100.00 Additional Fees-----------------------> 16,949.13) Add'I Plan Check Hours-> $0.00 Restuarant Plan Review-----> $0.00 TOTAL PERMIT FEES--------------> $0.00 Investigation-----------------> $0.00 Recreation Fee-----------------> $0.00 Payments-------------------------------> $0.00 Total Calculated Fees--------> $16,949.13 BALANCE DUE------------------------> $0.00 x>=,....,......,.,. DECLARATIONS t hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION LL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:00 AM - 4:00 PM CJ Signature o wn ntractor , , D te Print Name b I d_a It_co n st ru ct i o n_p e rm it_041908 P I a*,, _ ,,. 4 M ,. m . k m M 75' f x " ' Ve R 4d,r r.,... .,.-.1:v.,;: :',.',.. uni#y-pevelopment' suth Frpntage Ro d,,. d1 y G`Q:i 0Y8C p' i%`,; E.' 9 ' C 1,.}24;. vvvV r v at v dr Separate permits are required for electrical, plumbing, mechanical, fireplace, etc. ProjectStreetAddress: ' OfficeUse: 0 C) Pro ect #: b 3' 1 ,> »., 5, e.,1 C, «.1 - Number) (Street) (Suite #) ' DRB #: i Q Building/Complex Name: o sc; Z. /- re-. c. ' Building Permit #: _ ' g a.,., ». „ ttm u,,, ._am., . ,. H.. , ,.,.,.. . ,., ., .,,,. ,,.,, ,. w:,.,: Lot #: Block # Subdivision: v I L Z Contractor Information: Company:l u n,...5 {oo,',s t ', CompanyAddress: 1t'( /"loccu i Da. DetailedDescriptionofWork:z 4 • zw};. City: c.e ln i.tl2 State: O Zip: $1UC7 ti..,ob l . c cu . , •. r o l t i Contact Name: . 4 s --l-Aa tES t.,. : \..c:u s.v e y a4_ Contact Phone: `3R b°-7 57 ,r L Q`^C ( e additional sheet if necessary) E-Mail ' S d_ . ...r..,.,.a.,, .m „..w,,,.. Work Class: Town of Va' Contractor R istration No.: .5 - S p New Addition Remodel Re air Other x,..,mm w ,......,,,h.,,.,...r...,<..W....,.,.,,.... ..,,,,,.....n S Work Type n actor Signa {required) Interior O Exterior (X) Both O v,,.»,.,,.,,a. ._.,..x:,.... .,.,» ,...,,.,.,,.,...,, . _. F„., .,,,::, . ,_,..,.,_.,.,.,w,.. ....,, . %.,x.:y,,,, _.,.,,,,m.w n Property Information Type of Building: Parcel #: a f { '- (6 - U C U - Single-Family ( ) Duplex ( ) Multi-Family ( ) For parcel #, contact Eagle County Assessors Office at 970-328-8640 or COmmercial () Othef O visit www.eaglecounty.us/patie) ,,,,,_ __- __.___,:_.,._._ ____.__w._W._,._._.,_---_..___. m____ ._.__.._ _..___ ._..._._.._...__. ......_.___._.,,._____..__.... Tenant Name: Vc..; i c,cc,;.,'., 1 'i ct Does a Fire Alarm Exist? Yes (X) No O Owner Name: To--r u Vc..c Monitored Alarm? Yes () No () i Does a Sprinkler System Exist? Yes ( No ( ) Valuations (Labor 8 Material)) Building: Plumbing: Electrical: Mechanical: Total: SS C i , ° o ro, o0 0 . °`' _ S6s vov . '= C `U l °" Type of Existing Fireplaces: Gas Appliances Gas Log Wood/Pellet Wood Burning Type of Proposed Fireplaces: Gas Appliances Gas Log Wood/Pellet Wood Burning _ Date Received: UL 2 8 2009 TOWN CiF i AIL , 8-Jun-09 1 1 1 riii July 21, 2009 aiva or Phone: (678)367-3151 Cell: (770) 301-5817 Toll Free: (877)346-5126 Mr. Scott O'Connell Facilities Manager 700 South Frontage Rd E Vail, CO 81657 Phone: 970 477 5264 Dear Mr. O'Connell: 690 Wood Valley Trace Roswell, Georgia 30076-2672 P.E E Fax: (866) 815-4682 salgranata@att.net The following snow load calculations have been provided to address the questions you and the town of Vail have regarding snow drifting and snow retention design on the Dobson Ice Arena. 1 have reviewed the plans and revised the snow fence pattern based on information provided by The Garland Company, Inc. While snow loads vary based on weather patterns and sun exposure, the snow loading is designed equally on both sides of this roof for the worst case scenario. This worst case scenario is a combination of the balanced snow load, sliding snow load from high roof to low roof, and leeward snow drifting loads. My attached calculations address these and result in the snow fence pattern shown on the roof plan. Thank you and please let me know if yo e any questions. 1 Salv,atore R. Granata, P.E., S.E. of Va 1 ToWr f p aFF 1 D JUL 2 8 2009 9ji TOVV i l °., m, _. ..' oo EC,sr vP 7RE G',i,yt y.,•, i , 3 9 ; t CG SlD;JAI N \ 2 0 July 29, 2009 MARTI N / MARTI N CONSLJLTING ENGINEERS Mr. Scott O'Connell Vail Recreation District 700 South Frontage Road East Vail, Colorado 81657 w t ll1j ,,, 4.,' Town of Vail FFIG COPY APPROVED Community DevelopmAnt Department E3 Iding Safiety anJ !n ,.^'nn ervices RE: Dobson Arena Roof vti = , ,_..,._.--- , _, ., , . ? a Martin/Martin Project No. 216,,.1 ,. , .: s o 4ell a - , II Cot; c ; :s.:.. i s tc r g . ., - . . . . y, ..._.. ,' ± t,n c r ^i i".t f f C :.. ut .._. . °.' ' . .... 1 f Mr.O'Connell: not - ,., any o# t".: ._. _ .S tr, . -, _ .I the jurisdict ar ..:' ^u •be Per your request, I have reviewed the tii odesQ c'i'e Dofison Ac na roof. I used Y i doriginal t. . n C L.':, .,+ .r' '. . construction drawings that were stored Yr l nib'biilm in' ce.,l sl this review. other p -' ,. ; ru t on L u' t he t"^ , corre: • r a Back d bwld _ .... p ., .. .. i is c Cfe cr cf t.r,• :_ of StfUCi 'f ; ..,'. ' . The Dobson arena was designed in 1978h1 t K B`hTA Eng' ' s. e original roof const c i fi wood shingles on 5/8" plywood spannin q - RtT d girders. The design snow load was 65 pounds per square foot (ps. The proposed reroofing project will remove the wood shingles and replace them with a standing seam metal roof. Four rows of snow fencing are proposed to hold the snow on the roof. Discussion The current snow load requirements are 100 psf for flat roofs and 80 psf for roofs with slopes of 4:12 or greater. The Dobson Arena roof is sloped at 4:12 so the required snow load is 80 psf which is 15 psf heavier than what the roof is designed for. The current building codes require the design of roof structures to account for drifted snow (snow that is blown off the windward facing slope of the roof and deposited on the leeward slope of the roo fl. The Dobson Arena roof was not designed for this loading condition as it was not a common practice at that time. Our analysis, including assessment of the actual loading with the replacement roof, showed that the roof structure is capable of supporting a 65 psf snow load. The roof will not meet the current building code requirements. Therefore, if the building is to stay in operation during periods of heavy snow accumulation, the snow must be removed from the roof when it reaches 65 psf in any given area. Recommendations: The Vail Recreation District should develop a snow removal action plan for the Dobson Arena. The weight of the snow on the roof should be measured on a timely basis when the accumulation of snow on any given area of the roof approaches three (3) feet. The measurements can be ta.ken with commercially available snow measuring tubes or a homemade tube constructed of PVC pipe or similar material. To measure the snow, the pipe is pushed down to the level of the roof. The snow should be retained in the tube. The tube is then suspended from a spring scale that measures the weight of the tube and the retained snow. The weight of the Dobson Arena Roof July 29, 2009 Page 2 snow is computed from a predetermined conversion chart. The weight of any ice that has accumulated on the roof and wasn't captured in the snow tube should also be added to determine the actual snow load. When the weight of the snow approaches 65 psf, most of the accumulated snow should be removed from the roof. There are margins of safety for a temporary snow load that may go above 65 psf. This will allow for some flexibility in the timing of the snow removal. In no case should snow loads greater than 65 psf be allowed to remain on the roof for more than 7 days. This report is based on information gathered from the original structural drawings. No visual observations, invasive testing or inspections were performed. We do not accept responsibility for structural deficiencies that may exist. This report is only intended to esta.blish the snow load capacity of the existing roof structure. A visual structural condition assessment of the roof would be prudent based on the limited snow load capacity. The roof may have sustained damage if the snow load during its 30 year life has exceeded 65 psf. We appreciate this opportunity to be of service. Please ca11 if you have any questions regarding this report, our recommendations or if we may provide you with a structural condition assessment of the roof/building. Respectfully Submitted, Martin/Martin, Inc. David J. Wittman, P.E. Associate, Investigative Engineering Copy: Martin Haeberle John Gallegos DJW:dt G:PROJECTS 21662 Ol\WP Roof Invest Ltr July 09.dce i, Y .. y s i . _ September 4, 2009 Mr. Ser tt O'Connell Vaa! Recreatian District 700 South Frontage Road East Vail, Golorada 81657 RE: Snow Retention System Dobson Ar na Roaf Martin/Martin Project Na. 21Ei62.S.01 Mr. O'Connell: Per your request, I hav reviewed the snflw retention system propnsed for ihe new standing seam raof of the Dc bson Arena. I have alsc reviewed the Garland Company sh} drawings and calculatic ns that were prepared for this project. Back r The I7obsan arena was designed in 1978 by KK.BNA Engineers. The ariginal roafcanstruction consisted of r ood shingles an 51$" p(ywood spanning hetween 16" d ep waod-web t joists on glued-laminated wood purlins and girders. The design snow load wxs 65 pounds per square foot (pst. The propased reroofing project will remc ve the wt ad shingles and replace them with a standin seam metal roof. Faur rows af 5-5 Colorgard fences are prcapased to hald the snow on the raaf. Our previous review af the original roof framing has shown that remnval of accumulated snow wi1) be required when the weight of the retained snow on the raaf exceeds 65 psf. Discussion The snow retention system has been designed to hold the 65 psf snaw lt ad and any drifted sttaw on the roof. Their calculatians indicate that two (2) 3/8" diameter balts are needed at each seam in the roof to hald the snow in place. The shop drawings shaw that a total c f fc ur (4) 3/8" diam ter bolts will be pravided at the top two connections ofeach rooipanel; twice what the calculations say is needed. The S-5 Colorgard fences will be held in p(ace at each roaf seam r,vith a Versaelip that is attached to an S- 5 Clamp with a/8" diarneter bolt. I"he fences will be stabilized with one ( I) 5-5 4" Snowclip in the middle of each roof panel. Recommendation: The Garland Campany is providin twice the number of bolts that their calculations show is needed to hold the snaw on the raof and we are comf rtable with that. °f'he attachmeni of the snow fences to the roof seams appears to be adequate if the clamps arc properly instalied. Llabsc n Arena Roof Septemb r 4, 2009 Page ? Because snow on the roof will need to be unlaaded when the accumuiated wei ht af the snaw approaches 65 ps% we recornmend that the snow fences be flagged ar marked in sotne way sa that workers on the roaf can lacate the snaw fences and protect them from damage during snow remaval a eratians. This report is based on information provided by The Garland Company. No wisua! observatians, testing or inspections were perform d. We do not aecept responsibifity far the structural adequacy of the snaw retention system. 'i'his report is anly intended to repart the results of nur review of the snaw retention system. We appreciate this opportunity to be of service. Please call if vou have any questions regarding this report, our recommendatic ns. Respectfuliy Submitted, Martin/Martin, tnc. avid J. Wit#rnan, P.E. Assaciate, Investigative Fngineering Cc py: Martin Haeberle Jahn Galiegos DJ W :di G',PRDJF C`iS 21662, O I',WP`,Sncrw Retentian Syatem Ltt Sept 09.doc Salvatore (Sal ) Ray Granata, PE, SE 690 Wood Valley Trace Roswell, GA 30076-2672 Phone:(678)367-3151 salgranata@att.net VII. Snow Loads - from adiacent buildina or roof: H I er Roof Roof slope = 18.4 deg Horiz. eave to ridge dist (V1 = 9.3 fr Roof length parallel to ridge (L) = 227.0 ft Type of Roof Hip and gable w/ trussed systems Ground Snow Load Pg = 77.0 psf Importance Category = III Importance Factor I = 1.1 Thermal Factor Ct = 1.10 Exposure Factor Ce = 0.9 JOB TITLE Dobson Ice Arena 321 E Lionshead Cir Vail, CO 81657 JOB NO. G-09041 SHEET NO. CALCULATED BY SRG DATE CHECKED BY DATE Lower Roof 18.4 deg 66.8 ft 227.0 ft Hip and gable w/ trussed systems 77.0 psf IlI 1.1 1.10 0.9 Pf=0.7•Ce'Ct•I*Pg = 58.7 psf 58.7 psf Pf min = 0.0 psf 0.0 psf Flat Roof Snow Load Pf = Rain on Snow Swchazge Angle = Code M imum Rain Surcharge Rain on Snow Surchazge = Unobstructed Slippery Surface (per Section 7.4) _ Sloped-roof Factor Cs = Design Roof Snow Load (Ps) _ Building Official Minimum = 58.7 psf 0.19 deg 5.0 psf 0.0 psf 58.7 psf 1.34 deg 5.0 psf 0.0 psf yes yes 0.86 0.86 Ex osure Factor, Ce Exposure of roof Terrain Full Partiall Sheltered A n/a 1.1 13 B 0.9 1.0 12 C 0.9 1.0 l.l D 0.8 0.9 1.0 Above treeline 0.7 0.8 n/a Alaska-no trees 0.7 0.8 n/a 50.4 psf 50.5 psf ("balanced" snow load) NOTE: Altemate spans of continuous beams and othei 50.4 psf 50.5 psf areas shal I be oadea' wrth hatf ihc desrgrr rocn''snow iban so as to produce the greatest possible effect - see code. HipJ Roof Unbalanced Snow Loads - for Hio & Gable roofs oniv Lazger of 2.38 degrees or 70/W + 0.5 = 8.1 deg Unbalanced snow loads must be applied Windward snow load = 15.1 psf = 0.3Ps Leewazd snow load from ridge to 10.81' = 82.9 psf = hdy / S + Ps Leeward snow load from 10.81' to the eave = 50.4 psf = Ps Leeward Snow Drifts - from adjacent higher roof Upper roof length lu = 227.0 ft Projection height h= 47.0 fr Building sepazation s= 0.0 ft Adjacent structure factor = 1.00 Snow density y= 24.0 pcf Balanced snow height hb = 2.10 ft hc = 44.90 ft hcMb >0.2 = 21.4 Therefore, design for drift Drift height hd = 6.51 ft Drift width w= 26.04 fr Surchazge load: pd = g'hd = 156.3 psf Balanced Snow load: = 50.5 psf Slidina Snow - onto lower roof Sliding snow = 0.4 Pf W= 2172 plf Distributed over 15 feet = 14.5 psf Balanced snow load = 50.5 nsf Total snow load within 15' of higher roof = 65.0 psf Town of Vail PY Lu '" Surchs ge Load Dua ta Dnf6tipD i€ / h hc pd , ' .:k a - Batancatl Snow Loatl h w UPPER ROOF 15' I SLIDING sxow Loan BALANCED SNOW L AD LOWER ROOF I P' RE G Sr` vP 9;y'o Q 33539 y w Fss N.;, lv Salvatore (Sal ) Ray Granata, PE, SE JOB TITLE Dobson lce Arena 690 Wood Valley Trace 321 E Lionshead Cir Vail, CO 81657 Roswell, GA 30076-2672 JOB NO. G-09041 SHEET NO. Phone: (678) 367-3151 CALCULATED BY SRG DATE salgranata@attnet CHECKED BY DATE VII. Snow Loads : Roof slope = 18.4 deg Horiz. eave to ridge dist (Vl = 9.3 ft Roof length parallel to ridge (L) = 227.0 ft Type of Roof Hip and gable w/ trussed systems Ground Snow Load Pg = 77.0 psf Importance Category = ID Importance Factor I = 1.1 Thermal Factor Ct = 1.10 Exposure Factor Ce = 0.9 Pf = 0.7*Ce'Ct*I*Pg = 58.7 psf Pf min = 0.0 psf Flat Roof Snow Load Pf = Rain on Snow Surcharge Angle = Code Maximum Rain Surcharge Rain on Snow Surcharge = Unobstructed Slippery Surface (per Section 7.4) _ Sloped-roof Factor Cs = Design Roof Snow Load (Ps) _ Building Official Minimum = 58.7 psf 0.19 deg 5.0 psf 0.0 psf yes 0.86 Ex osure Factor, Ce Exposure of roof Terrain Full Partiall Sheltered A n/a 1.1 13 B 0.9 1.0 1.2 C 0.9 1.0 l.l D 0.8 0.9 1.0 Above treeline 0.7 0.8 n/a Alaska-no trees 0.7 0.8 n/a 50.4 psf ("balanced" snow load) 50.4 psf NOTE: Altemate spans of continuous beams and other areas shall be loaded with half the design roof snow load so as to produce the greatest possible effect - see code. Unbalanced Snow Loads - for Hio & Gable roofs onlv Larger of 2.38 degrees or 70/W + 0.5 = S.1 deg Unbalanced snow loads must be applied Windward snow load = 15.1 psf = 0.3Ps Leeward snow load from ridge to 10.81' = 82.9 psf = hdy / JS + Ps Leewazd snow load from 10.81' to the eave = 50.4 psf = Ps Leeward Snow Drifts - from ad acent hi er roof Upper roof length lu = 227.0 ft Projection height h= 47.0 ft Building separation s= 0.0 ft Adjacent structure factor 1.00 Snow density y= 24.0 pcf Balanced snow height hb = 2.10 ft hc = 44.90 ft hc/hb >0.2 = 21.4 Therefore, design for drift Drift height hd = 6.51 ft Drift width w= 26.04 ft Surchazge load: pd = g*hd = 156.3 psf Windward Snow Drifts - Aeainst walls. oazace[s. etc more than I S' lone Building roof length lu = 227.0 ft Projection height h= 47.0 ft Snow density y= 24.0 pcf Balanced snow height hb = 2.10 ft hc = 44.90 ft hc/hb >0.2 = 21.4 Therefore, design for drift Drift height hd = 4.88 ft Drift width w= 19.53 ft Surcharge load: pd = g•hd = 117.2 psf LU Surcha ge LoeC j Due Do Dr1Arg h Pd ': - Ba anceo snow o h' ' o a0 E G,S,` 0 G ,FvP R9,y, 1,/ 33539 1 i IIIN 1 The Garland Company 3800 East 97 st Street R-MER SNOW RETENTION DESIGN RESULTS ASCE 7-05 Project: Dobson Ice Arena Roof Section: Snow Drift Leeward within 26' of Ridge Sales Representative: Eric Tscharner Ground Snow Load 221.3 psf Roof Pitch 4 /12 Panel Width 16 in Panel Type R-Mer Span Panel Material 22 ga Galfan Snow Guard Type S-5! Color Gard Run to Ridge 26.04 ft Importance Factor III Exposure B Terrain Factor Fully Thermal Factor 1 Safety Factor 2 Snow load Vector Force Tributary Vector Amount of Snow Guards Bolts Per Panel 243.43 psf 77.0 Ibs 2817 sq ft 2 row(s)* 6 NOTE: The above calculations require S-5! Clamps to be attached at each standing seam. NOTE: Set screw tension = 115 in-Ibs. except for 22 gauge steel 22 gauge steel set screvv tension = 180 in-Ibs. REFER TO THE GARLAND STANDING SEAM SHOP DWG'S FOR LOCATION OF SNOW RETENTION SYSTEM. The Garland Company 3800 East 91 st Street R-MER SNOW RETENTION DESIGN RESULTS ASCE 7-05 Project: Dobson Ice Arena Roof Section: Balanced Snow Load over 66' Sales Representative: Eric Tscharner Ground Snow Load 50.5 psf Roof Pitch 4 /12 Panel Width 16 in Panel Type R-Mer Span Panel Material 22 ga Galfan Snow Guard Type S-5! Color Gard Run to Ridge 66.9 ft Importance Factor III Exposure B Terrain Factor Fully Thermal Factor 1 Safety Factor 2 Snow load 55.55 psf Vector Force 17.6 Ibs Tributary Vector 1652 sq ft Amount of Snow Guards 2 row(s)* Bolts Per Panel 4 NOTE: The above calculations require S-5! Clamps to be attached at each standing seam. NOTE: Set screw tension = 115 in-Ibs. except for 22 gauge steel 22 gauge steel set screw tension = 180 in-Ibs. REFER TO THE GARLAND STANDING SEAM SHOP DWG'S FOR LOCATION OF SNOW RETENTION SYSTEM. FILENAME: S-5 SNOW COLORGUARD SYSTEM APPLICATION r,.4?c_p pn33<;%?'r,':'3 ;';"ti.RS S'"d. a._5 CG(.+2.".@SY caz; a, ; ni.K,;<t.ia ZY'iC;l_ `-5i t(_.QF t E J L SYSTEM APPLICATION N.T,S. THE GARLAND COMPANY, INC. GAp GARLAND CANADA, INC. THE GARLAND COMPANY UK, LTD since 1895 SYSTEM APPLICATION PS) PANEL SYSTEM INSTALLATIONS O 2006 Garland Industries, Inc. 0 The Garland Company, Inc. - TRADE SECRET MATERIAL SECTION 07710 PREFABRICATED ROOF SNOW RETENTION PART 1- GENERAL 1.1 SECTION INCLUDES 0 J I JUL 2 8 009 TOW i O Ai . A. Work described in this section includes a metal standing seam roof mounted snow retention system complete with clamps, cross members, and snow and ice clips. 1.2 RELATED SECTIONS A. Drawings and general provisions of the Contract, including General Supplementary Conditions and Division 1 Specification Sections apply to this section. B. Related Work 1. Section 07410 - Roof and Wall Panels 2. Section 07610 - Metal Roofing 3. Section 07220 - Insulation 4. Section 07620 - Flashing and Sheet Metal 5. Section 07720 - Roof Accessories 1.3 REFERENCE STANDARDS A. American Society of Civil Engineers (ASCE): 1. ASCE 7-98 Minimum Design Loads for Buildings and Other Structures. 1.4 SUBMITTALS A. Shop Drawings: Shop drawings showing details of all components to be utilized in their prescribed, pre-manufactured, three-dimensional form. 3/l5/99 B. Shop drawings must be completed by the snow retention device supplier's engineering department. C. Product Data: 07710 - Page 1 Manufactured Roof Specialties (word97) The Garland Company, Inc. - TRADE SECRET MATERIAL Manufacturers' product catalogues or descriptive data, standard specifications and details. 2. Technical data to substantiate compliance with these specifications. D. Samples: Submit sample of S-5! Clamp and 24" section of ColarGard crossmember including matching sheet metal color strip, splice connectar, and other hardware. Submit mockups of special assemblies mounted on panel specimens if requested. E. Testing: Provide certified test reports from an independent testing laboratory to show compliance with performance criteria secified in article 1.9. Furnish evidence of product testing performed specifically on the panel seam and gauge being utilized on the project. Test report is to clearly indicate tensile load-to-failure of clamp in a direction parallel to the seam. F. Design Loads: Submit copy of manufacturer's minimum design load calculations according to ASCE 7-98, Method 2 for Components and Cladding, sealed by a registered professional engineer employed by the system supplier as a full-time staff engineer. In no case shall the design loads be taken to be less than those detailed in article 1.9 of this specification. 1.5 ALTERNATE MANUFACTURERS A. Alternate Manufacturers: The following manufacturer criteria must be submitted. Alternate systems will not be considered for approval unless each of these items has been submitted for review at least 10 business days priar to bid opening: l. Submit each item listed in article 1.4 (A through E) for evaluation of the proposed system. 2. Tests shall have been made for identical systems within the ranges of specified performance criteria. 3. Empirical calculations for roof performance shall only be acceptable for positive loads. 4. A list of a minimum of five (5) jobs where the proposed alternate material was used under similar conditions. The reference list shall include date of project, size of project, project address, and telephone number of architect/owner contact. 5. A financial statement demonstrating current liabilities. 6. A written statement from the manufacturer stating that they will provide the building owner with a daily site inspection for a minimum of one (1) hour per day by an experienced, full time employee of the company. 7. Proof that the manufacturer has been in business for a minumum number of years equal to the warranty period required far this project. 07710 - Page 2 3/15/99 Manufactured Roof Specialties (word97) 0 The Garland Company, Inc. - TRADE SECRET MATERIAL 1.6 QUALITY ASSURANCE A. Installer Qualifications: 1. Installer shall have completed the manufacturer's Approved Roofing Contractor course and/or demonstrates competence in the installation of manufactured roof specialties. 2. Installer shall further provide evidence that the superintendent and foreman selected for supervision on this job have been approved by the manufacturer, or submit for manufacturer's approval a resume of past jobs of similar scope and complexity that these personnel have been involved. B. Submit certifications of compliance with regulatory requirements: 1. Applicable state, city and local Unifarm Building Code. 3/IS/99 2. Compliance with Recycled Materials Act. C. Supplier's Qualifications: 1. Snow retention system supplier shall be a nationally recognized, prime manufacturer of inetal roof systems. 2. Supplier shall have direct authority and control over all fabrication of steel components as well as the raw materials used in their fabrication. 3. Supplier shall be a member of the National Roofing Contractors Association NRCA) and shall abide by the published standard practices of the organization. 4. Supplier shall have in place a documented, standardized method for maintaining quality control such as ISO-9001 approval. D. Designer/Inspector Qualifications: L The snow retention system shall be designed by an employee of the supplier who has visited the job site and has familiarized himself with all conditions of the job. 2. The designer shall conduct all required periodic inspections of work in progress as described herein and shall furnish written documentation of all such inspections. 07710 - Page 3 Manufactured Roof Specialties (word97) The Garland Company, Inc. - TRADE SECRET MATERIAL 1.7 DELNERY, STORAGE, AND HANDLING A. All componnet shall be delivered to the jobsite properly packaged for protection against damage in transportation. B. All accessories shall be packed in sturdy cardboard cases with paper slip sheets or similar separatar between any and all painted surfaces to minimize scratches. C. It shall be the responsibility of the installer to verify and correct the quantity and condition of all materials prior to accepting delivery. D. All copper, lead, or other material that might induce galvanic corrosion shall be removed, replaced or protected prior to the installation of steel products that might be adversely affected by direct exposure to dissimilar materials. E. All plumbing, mechanical, electrical, or demolition trades shall be coordinated so that newly installed materials are not unnecessarily damaged. 1.8 JOB CONDITIONS 3/IS/99 A. Field Measurements: It is the installers responsibility to confirm field dimensions prior to ordering for fabrication. B. Pre-Installation Conference: Shall be required a minimum of three weeks prior to job, and shall include: 1. Review of specifications and proposed deviations discussion of shop drawings and verification substrate conditions. 2. Clarification of site access, storage areas, and crane access, and coordination with trades for sequencing work. 3. Verification of exact measurements of roof areas enable ordering of materials. 4. Determination of the need for manufacturer support. 07710 - Page 4 Manufactured Roof Specialties (word97) The Garland Company, Inc. - TRADE SECRET MATERIAL DESIGN AND PERFORMANCE CRITERIA A. Uniform Snow Load Capacity: Installed snow retention system shall withstand snow loading complying with the following criteria. Design Code: ASCE 7-98, Method 2 for Components and Cladding 2. Safety Factor: 2.0 aier any load reduction or material stress increase. 3. Snow Load: 50.5 psf. 4. Roof Pitch: 4/ 12 inches per foot. 1.10 WARRANTY A. All steel and paint finishes shall be warranted by the manufacturer to be free from red rust, chipping, cracking, flaking, blisters or peeling for a period of 20 twenty) years. B. The snow retention system shall be warranted by the Garland CO. PART2-PRODUCTS 2.1 SYSTEM DESCRIPTION A. Roof Attachement Clamps: Provide aluminum standing seam roof clamp. Carbon steel or plastic parts are not acceptable. No fastener penetrations of the roof inembrane will be permitted. No systems that rely on adhesives for attachment will be permitted. Clamp to attach to the standing seam will have two stainless steel set screws (3/8" minimum diameter) having rounded point. B. Crossmember: S-5! "ColorGard" extrusion with receptacle in face to provide for insert of color strip. Color strip is to be the same prefinished material and originate from the same supplier as the roof panels. Crossmember is to be continuous and include splice connectors to join adjacent sections, ensuring alignment and structural continuity. Cross member is attached to clamps using 3/8" diameter stainless steel bolts. C. Snow/ Ice Clips: Mandatory on panel seam heights of 2" or greater. Furnish only if shown on plans for panel seam heights below 2" S-5! "SnoClips" are to be aluminum or stainless steel, with rubber "foot". Clip to attach to cross member and rest on panel flat, between panel seams to retard movement of snow/ice beneath crossmember. Use two clips per panel for seam spacing of 16" or more; one clip per panel for seam spacing under 16". 07710 - Page 5 3/15/99 Manufactured Roof Specialties (word97) 2.2 23 The Garland Company, Inc. - TRADE SECRET MATERIAL Iu/:rY l:/iG A. Clamps and VersaBracket: Manufactured from certified 6061 T6 extruded aluminum, in strict conformity with The Aluminum Association, Incorporated "Aluminum Standards and Data" and ASTM standard B-22 L Cast parts are not permitted. B. Crossmember: Manufactured from certified 6061 T6 aluminum, in strict conformity with The Aluminum Association, Incorporated "Aluminum Standards and Data" and ASTM standard B-221. Minimum breaking strength of 175 pounds per linear inch. Crossmember must be furnished with splice pieces to align adjacent sections and maintain continuity. C. Color Strip 1. Steel : Aluminum-Zinc Alloy Coated, ASTM A792, Coating Designation AZ- 50, in thickness of .0217 or .0336 by min. 36 in. by coil, chemically treated, commercial lock-forming quality. 2. Steel Finishes: Fluorocarbon, epoxy primer baked both sides, as approved by finish coat manufacturer: Property Test Method Fluorocarbon Pencil ASTM D-3363 HB-H Hardness NCCA II-2 Bend Cross-Hatch Gloss 60° angle) Reverse Impact Nominal Thickness primer topcoat TOTAL ASTM D-4145 O-T NCCA II-19 ASTM D-3359 ASTM D-523 ASTM D-2794 G7.91_Y 3[ID7.7 no loss of adhesion 25+/-5% no cracking or loss of adhesion 0.2 mils 0.8 mils 1.0 mils D. Fasteners and Other Hardware: Each Clamp is to be secured to the panel seam with a minimum of two set screws, having nominal diameter of 0375". Set screws are to have a round nose point to prevent damage to the panel finish. Cup point set screws are not acceptable. Set screws and other clamp hardware is to be either 300 series stainless steel 18-8 alloy) having no iron content, ar aluminum. Attachment bolt for clamp is to be 0.375" diameter with washer SOURCE QUALITY CONTROL 07710 - Page 6 3/15/99 Manufactured Roof Specialties (word97) The Garland Company, Inc. - TRADE SECRET MATERIAL A. Manufacturer shall furnish written documentation that all products were furnished by said single-source manufacturer. B. Manufacturer shall furnish all other documentation as required herein. PART 3 - EXECUTION 3.1 PREPARATION A. Clean Surface: Verify that panel seam area is reasonably clean and free of visible dirt and foreign matter at the clamp locations prior to installing clamps. B. Seaming Complete: Verify that any required machine seaming is complete prior to installation. C. Panel attachment: Verify that panels are adequetly attached and supported to the building structure to resist any loads imposed on the S-5! Clamp. D. Free Drainage: Verify that completed assembly installation will not in any way impede proper drainage of roof panels. E. Discrepencies: Report any discrepencies to the above to the Project Architect before proceeding with the work. 3.2 INSTALLATION A. Layout: Carefully lay out desired assembly locations true-to-line prior to installing clamps or Versabrakets. Clamps shall avoid panel attachment clips if the clip is a single piece design. B. Clamp Installation: Assemble set screws to clamp and clamp to seam following all manufacturers printed instructions. Both set screws are to be at the same side of clamp. When application relies upon tested load-to-failure values, manufacturer's minimum recommended set screw tension shall be randomly verified using calibrated torgue wrench per manufacturer's instructions. C. System Installation: Install snow retention assemblies straight and true-to-line. Secure all color strip material to ColorGard per manufacturer's instructions. Join adjacent sections with splice pieces provided. Do not cantilever crossmember more than 6" past the last clamp in an assembly. D. Fall Protection: Provide necessary fall and other hazard protection in accordance.with OSHA regulationswhen installing snow retention assemblies. E. Cleaning: Clean roof of any residual debris resulting from installation. 3.4 CLOSEOUT A. Waste Disposal: Dispose of excess materiasl and packaging and remove debris from site. B. Warranties: Deliver all warranties to Owner ar Owner's designated representative. 07710 - Page 7 3/15/99 Manufactured Roof Specialties (word97) The Garland Company, Inc. - TRADE SECRET MATERIAL END OF SECTION 07710 - Page 8 3/IS/99 Manufactured Roof Specialties (word97) since 1895 HPRFireTite°FRBaseSh PRODUCT DESCRIPTION The Garland HPR Fire-Tite FR Base Sheet is a self-adhering, m ulti-pu rpose, fire retardant u nderlayment designed to provide a self-sealing, waterproof, fire barrier under a variety of roof systems. It is uniquely constructed to prevent the ignition of combustible decks at approved slopes. This versatile system can be used in conjunction with virtu- ally any roof including: Built-up, Modified Bitumen, Single Ply, Metal, Tile and Shingle systems. It can also be applied in a single layer as a temporary roof, providing a"Class A" fire rating over combustible decks in approved assemblies at approved slopes. PRODUCT ADVANTAGES Fire Resistant -The membrane's unique design prevents both penetration and spread of flame. This fire retardant material provides.a "Class A" fire rating over a combustible deck in a single layer application, when used in approved assemblies at approved slopes. Self Adhering -This outstanding feature can eliminate the need for kettles and torches. Simply remove the release paper and apply the membrane to the substrate. This greatly increases the speed of application and lowers the overall job cost. In addition, Garland's HPR Fire-Tite FR Base Sheet provides a watertight seal during the installation of a new roof system. This material may be used as both the temporary roof and as a fire resistant barrier when used with other roof systems such as: Built-up, Modified Bitumen, Single Ply, Metal, Tile, and Shingle systems. Non-Slip Surfacing - HPR Fire-Tite FR Base Sheet provides a non-slip substrate for foot traffic during the roof applica- tion. Many applications for Garland's HPR Fire-Tite FR Base Sheet are on roofs with steep slopes where falls are a greater concern. Self-Sealing - Unique technology allows the membrane to seal around fasteners which penetrate the membrane. This feature is critically important when attaching clips or hat chan- nels which must be fastened through the HPR Fire-Tite FR Base Sheet and into the structural deck. Cutting Edge Technology - Revolutionary technology pro- vides a water tight environment with a fire protection in a single layer application over a combustible deck without the need for barrier boards or insulation. APPLICATION Ju 8 zoo9 awr v HPR Fire-Tite FR Base Sheet can be used in conjunction with a variety of roof systems including: Built-up, Modified Bitumen, Single Ply, Metal, Tile and Shingles. The membrane can be either self adhered or mechanically attached to the structural deck. In addition, it can be used as a fire barrier in conjunction with insulation in some metal assemblies. The roof system or insulation will then be installed over the HPR Fire-Tite FR Base Sheet following the manufacturer's specifications. Additionally, when bonding the roof system directly to the HPR Fire-Tite FR Base Sheet, you must first mechanically fasten the HPR Fire-Tite FR Base Sheet to the structural deck. Adhering directly to a sheet that has not been mechanically attached is prohibited. NOTE: HPR Fire Tite FR Base Sheet rolls are individually boxed. Store rolls in these closed containers until ready for installation. Apply when the ambient air temperature, roll temperature and substrate temperature are 50°F (10°C) or above. Application in cool temperatures will negatively affect adhesion. T'n` i.,: i:lL. E ^ 1. Town of Vail oFFICE COPY I'PR Fire Tite Base Sheet Technical Data HPR Fire-Tite Base Sheet Tensile Strength MD 75 Ibf/in. (13.1 kN/m) XD 75 Ibf/in. (13.1 kN/m) Lap Adhesion MD 25 Ibf (111.2 N) Adhesion to Plywood MD 40 Ibf (177.9 N) Test Method ASTM D 5147 is tested at 2 in/min @ 73.4± 3.6°F 50 mm/min @ 23 ± 2°C) Roll Dimensions HPR Fire-Tite Base Sheet Width 3 ft. 3 in. (1 m) Length 34 ft. (10.4 m) Weight 85 Ib. (38.55 kg) Nominal Thickness 55 mils (1,397 microns) Net Coverage 100 ft (9.29 m) Packaging 20 rolls/pallet For specific application recommendations, please contact your local Garland Representative or Garland Technical Service Department. a a. s i n e i s s s For more information, visit us at: www.garlandco.com The Garland Company, Inc. 3800 East 91 st Street Cleveland, OH 44105 FAX: 216-641-0633 Phone:216-641-7500 Toll Free:800-327-9336 Garland Canada, Inc. 1290 Martin Grove Rd. Toronto, Ontario Canada, M9W 4X3 FAX 416-747-1980 Phone: 416-747-7995 Toll Free: 800-387-5991 0nly in Canada) The Garland Company UK, Ltd. Unit 5 Glevum Works, Upton Street Gloucester, United Kingdom GLt 4LA FAX: 01452 330 657 Ol l 44 1452 330 657 (outside UK) Phone: 01452 330 646 Ol l 44 1452 330 646 (outside uK) Toll Free: 0800 328 5560 Only in UK) s:u «a.. o F cou rwaw MIAM4011DE 1/ 1 \ ser«o.m.nnam m IUI 1 .m.,.ifl.w.ach c e..,ra.. 7 sr The HPR Fire-Tite Base Sheet product is protected by U.S. 6,641,896 and Pending in Canada 2,365,658 Test verified by independent laboiatories. Actual roof pei- formance specifications will vary depending on test speed and temperature. Data reFlects samples randomly collected. 10% variation may be ezperienced. The above data supersedes all previously published information. Consult your bcal Gadand Reprezentative or the home offi[e for more information. HPR Fire-Trte is a trademark ofThe Garland Company, Inc. and Gadand Canada, Inc 2006 Gadand Industries, I c. HPR FT BS 1006 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES owxoFV; Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657 p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149 ADD/ALT COMM BUILD PERMT Permit #: B09-0322 Project #: '- —c;: Job Address: 321 E LIONSHEAD CIR VAIL Location......: DOBSON ICE ARENA Parcel No....: 210106407005 OWNER TOWN OF VAIL C/O FINANCE DEPT 75 S FRONTAGE RD VAIL CO 81657 APPLICANT GT WOODWORKS 3105 BELLFLOWER DR VAIL CO 81657 License: 318-A CONTRACTOR GT WOODWORKS 3105 BELLFLOWER DR VAIL CO 81657 License: 318-A 11 /05/2009 11/05/2009 Phone:970-476-4027 11/05/2009 Phone:970-476-4027 Description: TENANT IMPROVEMENT: INSTALL STRUCTURAL DECKING, "SHIP" LADDER AND HANDRAIL ABOVE OFFICES FOR STORAGE Occupancy: Type Construction: Status . . : ISSUED Applied . . : 11/05/2009 Issued . .. : 11/16/2009 Expires . ..: 05/15/2010 Valuation: $15,000.00 Total Sq Ft Added: 0 FEE SUMMARY ..,..,.««>.........,.........,...,>......<.,.,.......................,..x.,.. Building Permit Fee------> Plan Check--------------------> Add'I Plan Check Hours-> I n v e s t i g a t i o n----- ------------> 251.25 Will Cal Fee---------------------> 163.31 Use Tax Fee---------------------> 0.00 Restuarant Plan Review-----> 0.00 Recreation Fee-----------------> Total Calculated Fees--------> 4.00 100.00 0.00 0.00 518.56 Total Calculated Fees-------------> Additional Fees-----------------------> TOTAL PERMIT FEES--------------> Payments-------------------------------> BALANCE DUE------------------------> 518.56 518.56) 0.00 0.00 0.00 x,>.,.....,...................,<,....,.<.< DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FO SPECTION S LL BE M DE TW TY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:00 AM - 4: M. lC ! 4 Si nature of Ow r or ntractor - Date Print Name bld_a It_construction_permit_041908 S 4 1- w f` ' d , r . k'+'=i$. a . Tq 3 K .. S » ' k T p u Departmen of Cornmunity Developmentq": 75 South Frontage Ro d ,: Va l C lorada 8 7 n;. t Tel:`, 97A 47 i g t.; .. . & p f.`'. d . .Afl s A .• Neb: eve`lupment BUILDING PERMIT APF'LICATION Separate permits are required for electrical, plumbing, mechanical, fireplace, etc. Project Street Address Office Use: % n C ' Project #: 1`-'V 3 1 r. L, e, , e Number) (Street) (Suite #) i DRB #: Building/Complex Name: Op L fe c.` ', guilding Permit#: __ " v` `—" Contractor Information: a TS n~ z^y ," ~~vx Lot #: Block # Subdivision: t Company: C/OOCY O, J -.. - Company Address:0 S i 11 1 c...e/ City: !/G , State: C-v Zip: 65 Contact Name: P,D L -Z- / Contact Phone: /7C 3 7'f 5S v E-Mail C .v Cy .J4c . G v-+ Town of Vail Contractor Registration No.: Detailed Description of Work:.,s.. r,.,-N c.1 ec- ,, , . c ; S r"-G . T 4, 1c.\ C^. - i.7 I C^.Q Qi n c_1 c. c L' c use additional sheet if necessary) Work Class: New ( ) Addition ( ) Remodel ) Repair ( ) Other ( ) X j ..... v„.. ._.. .M._... ,w..,,,. Work Type Contractor ignature (required) Interior (O E erior { ) Both ( ) Property Information Parcel #: ° C71 — f 6 4— O`UO — For parcel #, contact Eagle County Assessors Office at 970-328-8640 or visit www.eaglecounty.us/patie) TenantName: Vc,.1 \c_,.cec,- - T Owner Name: O 1..•1 Y v . 1 Valuations (Labor & Material)) Building: $ S UC?C . Plumbing: $ Electrical: $ ' Mechanical: $ c U Total: $ S G Type of Building: Single-Family ( ) Duplex ( ) Multi-Family ( ) Commercial (S Other ( ) Does a Fire Alarm Exist? Yes (c) Monitored Alarm? Yes (C) Does a Sprinkler System Exist? Yes (C) Type of Existing Fireplaces: Gas Appliances Gas Log Wood/Pellet Wood Burning Type of Proposed Fireplaces: Gas Appliances Gas Log Wood/Pellet Wood Burning _ Date Received No ( ) No ( ) No ( ) 4 V I Mr E ° " ^ 2009 O 1/i/ I "; . 8-Jun-09 TOWN OF VAIL FIRE DEPARTMENT 75 S. FRONi;GE ZOAD VA1L, CO 81`657 970-479-2135 VAIL FIRE DEPARTMENT NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ALARM PERMIT Job Address: 321 E LiONSHEAD CIR VAIL Location.....: DOBSON ICE ARENA Parcel No...: 210106407005 Project No : OWNER TOWN OF VAIL C/O FINANCE DEPT 75 S FRONTAGE RD VAIL CO 81657 APPLICANT BEST ELECTRIC, THE P.O. BOX 273 EAGLE CO 81631 License: 640-5 CONTRACTOR BEST ELECTRIC, THE P.O. BOX 273 EAGLE CO 81631 License: 640-5 10/20/2009 Permit #: A09-0078 Status . . . : ISSUED Applied . . : ] 0/20/2009 Issued . . . 10/28/2009 Expires . .: 04/26/2010 10/20/2009 Phone: 970-328-1610 10/20/2009 Phone: 970-328-1610 Uesciption: DOBSON 10E ARENA: REPLACE FIRE ALARM SYSTEM/DEVICES Valuation: $20,303.00 r*+***«r+*s*s+*s******************+**«*«****«a****r r*+*rs* FEE S UM MARY *+****+*******t***ss*:r**s*******r**+****+*++********a Elcctrical---------> $0. 0o Total Calculated Fees--> $1, 049.36 DRE3 Fee---------> $ 0. 0 0 Additional Fees----------> $1, 04 9. 3 6) Investigation----> $ o. 0 0 "rotal Permit Fee--------> $ o. 0 0 Will Call---------> $0. 00 Payments------------------> $0. 00 TOTAL FEES--> $1, 04 9. 3 6 BALANCE DUE--------> $ 0. 0 0 m*e*******v**..*a**:****r:***w**e+**.**a+**+*..*+:.+v*****rs+e+s*:s+***v********w***.**+*:**********:.sx*x**ea****s****r*s*e*r Approvals: Item: 05600 FIRE DEPARTMENT 10/21/2009 McGee Action: AP CONDITIONS OF APPROVAL Cond: 52 Monitored fire alarm system required and shall comply with NFPA 72 (2002 ed.) and VFES Standards DECLARATIONS 1 hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE "fWENTY-FOUR IIOURS IN ADVANCF. BY TELEP IONE AT 970-479-2252 FROM 8:OU AM - 5 PM. J , TURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER oo. Department of Community Developmen 75 South Frontage Road Vail, Colorad4 $1 i 7e1 ` 970=479-212ii °°` n :.\ F ,70=479-2452 c Web ww'i v.vailgov cQ Deu opmenkReview Coordrr o FIRE ALARM PERMIT Commercial and Residential Fire Alarm shop drawings are required at the time of application submittal and must included information listed on the 2nd page of this form. Application will not be accepted without this information. Project Street Address f rl iLiK l 1 T'i.\ Number) (Street) (Suite #) BuildinglComplexName: o s-, ' c • Office Use: Project #: Q O Building Permit #: Q Q g Alarm Permit #: Q Z Contractor Information: Lot #: _ Block # Subdivision: Company: 1 t,..T (Cft'( Company Address: ! ' (3CX Detailed Description of Work: c ty: : state:z p: 1(3% C«'-c n-c i c-%Girtq ¢ Contact Name: is S. l% C/t,`j 4($ f.' Contact Phone: __ 71' ! 7 C-' lL use additional sheet if necessary) E-Mail 1 L.JC:.1 /Y'LCi . 1 , . . Town of Vail Contractor Registration No.: ' " Does a Fire Alarm Exist? Yes (X) No O 7 Does a Sprinkler System Exist? Yes ( No O X ., -- - _ Work Class: Contr ctor Signature required) New ( ) Addition ( ) Remodel ( ) Repair ( ) Property Information 1 Retro-Fit ) Other ( ) Parcel#: ,,lrCil - 3 1 0`(a ' J __ For parcel #, contact Eagle County Assessors Office at 970-328-8640 or Type of Building: visit www.eaglecounty.us/patie) ; Single-Family ( ) DUpleX ( ) MUlti-Family ( ) Tenant Name: V:a• L , ek w i ,c.! V t Commercial Restaurant ( ) Other ( ) Owner Name: Ta:.. n l TiJV, Date Received: Complete Valuation for Fire Alarm Permit: Fire Alarm $: i (, . o ' , li D v Approved as rQ qpproved l" r e: Q8t@:________ l f Z1_ 1 V E II' i 29-May-09 i' o vo u . Town of Vail Community Development 75 South Frontage Road, Vail, Colorado 81657 p. 970.479.2139 f. 970.479.2452 inspections 970.479.2149 ELECTRICAL PERMIT Job Address: 321 E LIONSHEAD CIR VAIL Location.......: DOBSON ICE ARENA Parcel No.....: 210106407005 OWNER TOWN OF VAIL C/O FINANCE DEPT 75 S FRONTAGE RD VAI L CO 81657 APPLICANT A.K. ELECTRIC PO BOX 6241 AVON CO 81620 License: 117-E CONTRACTOR A.K. ELECTRIC PO BOX 6241 AVON CO 81620 License: 117-E 10/14/2009 10/14/2009 Phone: 970-390-4975 10/14/2009 Phone: 970-390-4975 Permit #...: E09-0240 Project #..: PRJ09-0288 Issued......: 10/23/2009 Desciption of Work: INSTALL HEAT TAPE ON ROOF Valuation: $45,100.00 Square feet: 0 CONDITIONS OF APPROVAL Cond: 12 BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. INSPECTIONS If more than two inspections are performed an additional inspection fee will be applied for each inspection requested/needed. All electrical inspections are performed on Tuesdays and Thursdays. Requests must be received the day before and not later than 4 p.m. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approv , a ial Codes and other ordinances of the Town applicable thereto. SIGNATURE Date l aY_ Master / homeowner / or non-licensed contractor performing work) PRINTED NAME: SC i I / t?I II elec_permi100109 Department of C6mmuni#y Development 75 South Frontage Roadan . ` - .. z< a . u.. , x . , mwti Vail, Co1.o ac o 8 If Tef: 970-479 212$ 4.3 ' F x 970=479 2452 f z4 Y INeb wuv.w.vail ov cor a .' t ; " ~ - Developtneni,Review Coo dEn t i e „y s:: ., a " w'u" .;.sa ', ..: e ' a r. `a. , x , `sf a o- r . , ; ; s, ELECTRICAL PERMIT 1 l'e+n,.sln.e.a., Gr Project Street Addres : 7 ' l Number) (Street) Suite #) Building/Complex Name: /J f/'r T` C ,^'/7 Contractor Information: Company: ,/ ' +` ` I Office Use: I Project #: ' '' Building Permit #: ` Electrical Permit #: —" Q Lot #: Block # Subdivision:" I Company Ad ess %, f rj C C ._. p. ; Detailed Description of Work: // G° F> lr' City: ' State: Zi 1`(' f —G'm c `' Contact Name: -.( i1y Contact Phone: L-" G%r L -' E-Mail use additional sheet if necessary) Town of Vail G6ntr c ,egistration . / ` a Work Class: X %` F' ' New Addition fr : f ( ) Remodel ( ) Repair ( ) Other ( ) Cof t"ra tor Signature (required) _ . _ Type of Building: i Single-FamilY ( ) Duplex ( Property Information ' ( ) Restaurant ( ) Other ( Parcel #: /f) l.C l% JQ '%. For parcel #, contact Eagle County Assessors.Office at 970-328-8640 or visit www.eaglecounty.us/patie) Date Received: , Tenant Name: Owner Name: v w (i J J t I COMPLETE SQ. FOOTAGE FOR AREA OF WORK AND VALUA- TION OF WORK (Labor & Material) Amount of SQ Ft.: Electrical $: o Multi-Family ( ) Commercial,.. t LUVI 1 r 1 3 T'. '" '' i i 29-May-09 i J 11-20-2009 Inspection Request Reporting Page 16 4:05 pm Va l, GO - Citv Of Requested Inspect Date: Monday, November 23, 2009 Inspection Area: JRM Site Address: 321 E LIONSHEAD CIR VAIL DOBSON ICE ARENA A/P/D Information Activity: B09-0322 Type: A-COMM Sub Type: ACOM Status: ISSUED Const Type: Occupancy: Use: Insp Area: JRM Owner: TOWN OF VAIL Contractor: GT WOODWORKS Phone: 970-476-4027 Description: TENANT IMPROVEMENT: INSTALL STRUCTURAL DECKING, "SHIP" LADDER AND HANDRAIL ABOVE OFFICES FOR STORAGE Requested Inspection(s) Item: 90 BLDG-Final Requestor: GT WOODWORKS Comments: 471-2847 Assigned To: JMONDRAGON Action: Time Exp: Requested Time: 10:30 AM Phone: 970-476-4027 Lv Entered By: JMONDRAGON K ll Inspection History O C' Item: 30 BLDG-Framing *"' Approved *' / 11/17/09 Inspector: cg Action: COND APPROVED/CONDITIONS Comment: ADD BLOCKING AT NORTH EAST CORNER PER PLANS Item: 60 BLDG-Sheetrock Nail Item: 70 BLDG-Misc. Item: 90 BLDG-Final REPT131 Run Id: 10668 r c> z '' 11-11-2009 Inspection Request Reporting Page 25 4:45 pm Vail, CO - Citv Of Requested Inspect Date: Thursday, November 12, 2009 Site Address: 321 E LIONSHEAD CIR VAIL DOBSON ICE ARENA A/P/D Information Activity: E09-0240 Type: B-ELEC Sub Type: ACOM Const Type: Occupancy: Use: Owner: TOWN OF VAIL Contractor: A.K. ELECTRIC Phone: 970-390-4975 Description: INSTALL HEAT TAPE ON ROOF Requested Inspection(sl Item: 190 ELEC-Final Requestor: A.K. ELECTRIC / JOHN Comments: WILL CALL JOHN, DOBSON ICE ARENA Assigned To: JMONDRAGON Action: Time Exp: _ Q / i ° Inspection History Item: 120 ELEC-Rough Item: 190 ELEC-FinaT Status: ISSUED Insp Area: Requested Time: 08:00 AM Phone: 970-376-8165, JOHN Entered By: LCAMPBELL K l y 1 W REPT131 Run Id: 10624