The URL can be used to link to this page

Home My WebLink AboutB08-0264NOTE: THIS PERMIT MUST BE POSTED ON JOBS/TE AT ALL TIMES . ~ow>voFVAU, 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 SFR BUILD PERMIT Permit #: B08-0264 Project #: PRJ07-0215 Job Address: 2570 BALD MOUNTAIN RD VAIL Location......: WEST UNIT Parcel No....: 210103403008 Status .. ISSUED Applied ..: 08/05/2008 Issued ...: 09/18/2008 Expires ...: 03/17/2009 OWNER WILLIAMS, EDDIE D. 08/05/2008 Phone: 303-866-0800 22 POLO CLUB DR. DENVER CO 80209 APPLICANT BILL HEIN-WM HEIN ASSOC. 08/05/2008 Phone: 720-205-0665 8505 EAST TEMPLE DR. DENVER CO 80237 CONTRACTOR WILLIAMS, EDDIE D. 08/05/2008 Phone: (303) 866-0800 8400 E. CRESCENT PARKWASY #200 GREENWOOD VILLAGE COLORADO 80111 License: 444-L Description: REMODEL & ADDITION Occupancy: R3 Single Family Residence Type Construction:VB Valuation : $ 500, 000.00 Total Sq Ft Added: 0 ..._._.,.....<,..._.....~.. ......................................x.,>,,..~,.,....,. FEE SUMMARY ..........,,~...,........,,,,,~»......................................,.......... Building Permit Fee------> $3,233.75 Will Cal Fee---------------------> $4.00 Total Calculated Fees-------------> $15,139.69 Plan Check--------------------> $2,101.94 Use Tax Fee---------------------> $9,800.00 Additional Fees-----------------------> $0.00 Add'I Plan Check Hours-> $0.00 Restuarant Plan Review-----> $0.00 TOTAL PERMIT FEES--------------> $15,139.69 Investigation-----------------> $0.00 Recreation Fee-----------------> $0.00 Payments-------------------------------> $15,139.69 Total Calculated Fees--------> $15,139.69 BALANCE DUE------------------------> $0.00 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 FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:00 AM - 4:00 PM. (' Sig ature of Owrper r Contractor Date 2 Print Name bld_a It_construction_permit_041908 APPROVALS Permit #: B08-0264 as of 09-18-2008 Status: ISSUED Item: 05100 BUILDING DEPARTMENT 08/29/2008 JRM Action: AP Item: 05400 PLANNING DEPARTMENT 08/28/2008 bgibson Action: AP The facia/soffit shall be a plum cut to match the existing roof and the other side of the duplex. office set routed to JR. Item: 05600 FIRE DEPARTMENT 08/06/2008 drhoades Action: AP Monitored fire alarm system required and shall comply with NFPA 72(2002) and VFES standards. Fire sprinkler system recommended. DRB plan review done by JJR. Same notes. 08/26/2008 drhoades Action: AP If monitored fire alarm system exists, separate permit /shop drawings are required. Entire system must comply with NFPA (2002 ed.) and VFES Standards. See the Conditions section of this Document for any that may apply. bld_alt_construction_perm it_041908 CONDITIONS OF APPROVAL Permit #: 608-0264 as of 09-18-2008 Status: ISSUED Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 16 (BLDG.): (SFR) SMOKE DETECTORS ARE REQUIRED PER SECTION R313 OF THE 2003 IRC. Cond: CON0010213 Monitored fire alarm system required and shall comply with NFPA 72(2002) and VFES standards. Cond: CON0010280 The applicant shall install plum-cut soffit/facia to match the existing roof and the other side of the duplex. bld_a It_construction_perm it_041908 TOWN OF VAIL, COLORADO Statement Statement Number: 8080001675 Amount: $13,139.6909/18/200808:58 AM Payment Method: Check Init: DDG Notation: SVII 1414 ----------------------------------------------------------------------------- Permit No: BOS-0264 Type: ADD/ALT SFR BUILD PERMIT Parcel No: 2101-034-0300-8 Site Address: 2570 BALD MOUNTAIN RD VAIL Location: WEST UNIT Total Fees: $15,139.69 This Payment: $13,139.69 Total ALL Pmts: $15,139.69 Balance: $0.00 ACCOUNT ITEM LIST: Account Code - Description Current Pmts -- BP ----------------- 00100003111100 ------------------------------ BUILDING PERMIT FEES ------------ 3,233.75 PF 00100003112300 PLAN CHECK FEES 101.94 UT 11000003106000 USE TAX 4% 9,800.00 WC 00100003112800 WILL CALL INSPECTION FEE 4.00 TOWN OF VAIL, COLORADOCopy Reprinted on 02 -01 -2013 at 09:35:55 02/01/2013 Statement #*####*##**####*#####*#**###**###***#******################## # # # * * * # # # # # # # # # # # # # # # # # * * * * # # ## Statement Number: R080001315 Amount: $2,000.00 08/05/200803:05 PM Payment Method: Check Init: JLE Notation: 1401 SVII ----------------------------------------------------------------------------- Permit No: B08 -0264 Type: ADD /ALT SFR BUILD PERMIT Parcel No: 2101 - 034 - 0300 -8 Site Address: 2570 BALD MOUNTAIN RD VAIL Location: WEST UNIT Total Fees: $15,249.69 This Payment: $2,000.00 Total ALL Pmts: $15,249.69 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------- - - - - -- ------------------------ - - - - -- ------ - - - - -- PF 00100003112300 PLAN CHECK FEES 2,000.00 ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOWN OF VAIL, COLORADOCopy Reprinted on 02 -01 -2013 at 09:36:00 02/01/2013 Statement ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Statement Number: R090000805 Amount: $110.00 07/07/200902:10 PM Payment Method:Credit Crd Init: SAB Notation: VISA - FINLEY ----------------------------------------------------------------------------- Permit No: B08 -0264 Type: ADD /ALT SFR BUILD PERMIT Parcel No: 2101- 034 - 0300 -8 Site Address: 2570 BALD MOUNTAIN RD VAIL Location: WEST UNIT Total Fees: $15,249.69 This Payment: $110.00 Total ALL Pmts: $15,249.69 Balance: $0.00 ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------- - - - - -- ------------------------ - - - - -- ------ - - - - -- PF 00100003112300 PLAN CHECK FEES 110.00 ~ :~~ ~.~ u ~~ ~ APPLICATION '~(tj~~CEP'TED IF INCOMPLETE OR UNSIGNED .,.~ ~~~~' Project. #• ~ ~~ Building .Permit #: '"U ~ ~{ } ~ ~~ ~>a ~~~ 75 S. Frontage Rd. Vail, Colorado 81657 __ _ ___ _ __ _ ..r...... ara~• •.A a li~Aa^ _ _ _ _ Separate Permits are required#or electrical, pilumbing mechanical, etc.I . ' CpNTRACTOR INFORMATION General Contractor. Town f Vail Reg. No. Contact Person and .Phone #'s: Owner - Ed Williams ~ ~ Scott Finley - 303)868-1407 Email address: Fax #: r .. re COMPLETE YALIFATiONS FOR BUlLD1NG PERMIT. Labor 8~ Materials BUILDING.: $ 440 , 000 ELECTRICAL: $ 15 , 000 OTHER: $ -~- PLUMBING: $ 25 ,.0.00 MECH~ICAL: $ 20 , 000 TOTAL: $ '500 , 000 _ --~- s _ For Parcel # Contact Ea ~e Goun Assessors urrce ar yrv-~~~o~w.~ ~....a.~ vv vvrv.cea .a:-vvu.u .vv... 2101-034-0300-9 Job Name:.. SVII/Johnson Duplex SVII Unit - West Unit Job Address: 2570 Bald Mountain Road Vail,. Co. 81657 Legal Description Lot: 3 3 Block: 2 Filing: 13 Subdivision: V a i l V i 11 a g e Owners Name' Address: o o ~d Williams u rive _ Phone: _ Architect/Desiggn~er: Address: 8 5 0 5 E. 'Wm Hein.-Assoc. T e m l e D r. # 5 0 9 Phone: - Engineer: Address: 7304 S . Bleier & Assoc.. .Alton Wa - 3A Phogel0 200.-6600 Detailed description of work: Remodel & addition with exterior material changes - new approved shingles, stone & stucco siding, windows & doors, decks/patio Work Class: New O Addition. (X~ Remodel (X~ Repair ( ) Demo ( J Other ( ) Work Type: Interior ( } Exterior{ } Both (X~ Does an EHU exist at this location: Yes (_) No ~~ Type of Bldg.: Singe-family. ( ) Two-famity~~ Multi-family.( ) Commercial( ) Restaurant { )Other ( ) No. of Existing Dwelling Units in thisbuilding: 2 No. of Accommodation Units in this building: 0 No/T a of Fire laces Existin : -Gas {iances - Gas L s WoodlPet{et Wood 13urnin No/T a of.Fire laces Pro osed: Gas A fiances Gas L s WoodlPellet Wood Burnin NOT ALLOWED Does a Fire Alarrr Exist: Yes (X~- No ( ) Does a Fire: Sprinkler System Ex No~X) FOR OFF~E USE ONLY"`"'**'"''~'~ ~~~~ ~ ~~ -*~~~ au~ 0 4 2ooa TOWN OF VAIL Bleier S; Associates Engineering Service '~"~u~r~ ®f Vail WM Hein Associates for Lot 33, Bald Mountain Vail, Colorado Job # 08-0135 July 28, 2008 p LC~C~~M~ D AUG 0 4 2008 TOWN OF VAIL Stamped Structural Calculations for Vail, Colorado 7304 S. Alton Way, Suite 3A, Centennial, Co 80112 Phone: 720-200-6600 Fax: 720-200-6601 www.BAES.biz email: ba@BAES.biz Footing Load Tables PSF = 4000 Per soil report #: 08-0135 By: BAES Exterior Footing Width (inches) Max Allowable Load (plf) 16 5333` 18 6000 20 6667 22 7333. 24 8000 30 10000 36 12000 Interior Footing Pad Sq. Pad (inches} Max Allowable Load (#) 24 16000. 30 25000 36 36000 42 49000 48 '64000 54 81'000 60 100000 ~, r~~P ~ ~ l/^ r ` ~4 ~J/ r .~ V Deck Pier Diameter (inches) Max Allowable Load (#) 10 2182 12 3142 16 5585 18 7069 24 12566 36 28274 ~~~s% s,,~P,~f otiyp 5 ~.Ocq~q'~ TD ~/~w ~~to o €, • o! a z l-~~r,l ,py~ _ jl ~ z s~r3 L ~v$ - 1 ! Z ~~~ ~ ~S~ ~ ~~~ 1 t ~ . 8.a 8 y t E l ~~• l U~ ` r ~~s f ~~ tell ~~$>; . le~,~`' 3 - 7~~'' lV ~ a'L 2 °~~-~~ ~yL ~.~ 3-?Xr2 ~~2 ~ L~~~ -- `~ z ~ ~~~~ ~ ~3J~i~ ,,,,z % (y~v ~(~'~~ j~~3$~~ 3 • z~g ul~# Z {2,~--~ = ~Z.7s, ~3•~ z~ yh~ `~C~Yo~(,10 = Z,~ / ~ ~~ .~-- z ~ ~ ' e 550 ~~~Q,, _ y~oo~~ ~t P ~-- 3 ~ r---~-- ~ ~~~ ~~~ 2 -lt 7/~" l.v L oz ?-1`~ `~ ~VL- of z t 2)($V f /.S (per ~ ~ 2,~~ z ~F~t2 La Zy ``~.C . 8~ ~.~~ ^ 5~ ~h 3.2~r~ ~~~ Z ~ Z-7%`~v~ property of Bleier 8 Associates Engineering Services, LLC JOB #: 08-0185 P1 Nominal depth of member = 9:25 inches Nominal width of member = 3 .inches Unbraced length = 5.5 feet Repetitive use? (JoisUrafter/stud) N Yes or No Predominant loading? O Scl =span, point load @midspan, lateral support Scu =span, point load @midspan, no lateral support O =other Load type? (Pick worst from top) S W =Wind load S =Snow load L =Live load D =dead load Is the member a built up column? Yes Yes or No Wood Type HF #2 Fb = 850 PSI Fv = 150 PSI Fc = 1:300; PSI E = 1300000 PSI Cu =cantilever, uniform load Cc =cantilever, point load @ end A = 27.8 (Area) in^2 S = 42.8 in^3 (Section Modulus) I = 197.9 (Moment of Inertia) in"4 Le = 121.44 in (Effective length) Rb = 11.17 (Slenderness ratio for be ams) Le/d = 22:00 (Slenderness ratio for columns) CD= 1.15 CL = 0.99 CF = 1.00 Cr= 1.00 CP = 0.31 CH = 2.00 --------- ---------- F'b = 868 F'v = 311 F'c = 459 ------- PSI PSI PSI ------- ALLOWABLE MOMENT = ALLOWABLE SHEAR = ALLOWABLE AXIAL LOAD = 3095 LB-FT 5744 LB 12751 LB (BEAM) (BEAM) (COLUMN) E' = 1300000 PSI DIMENSION LUMBER/ROUGH SAWN LUMBER WORKSHEET property o! Bleier 8 Associates Engineering Services, LLC JOB #: 08-0185 UH1 Nominal depth of member = ...11.25 inches Nominal width of member = 4.5 inches Unbraced length = 9 feet Repetitive use? (JoisUrafter/stud) No Yes or No Predominant loading? O Scl =span, point load @midspan, lateral support Scu =span, point load @midspan, no lateral support O =other Load type? (Pick worst from top) S W =Wind load S =Snow load L =Live load D =dead load Is the member a built up column? No Yes or No Wood Type HF #2 Fb = 850 PSI Fv = 150 PSI Fc = 1300 PSI E = 1300000 PSI Cu =cantilever, uniform load Cc =cantilever, point load @ end A = 50.6 in^2 S = 94.9 in^3 I = 533.9 in^4 (Area) (Section Modulus) (Moment of Inertia) Le = 198.72 in (Effective length) Rb = 10.51 Le/d = 24.00 (Slenderness ratio for be ams) (Slenderness ratio for columns) CD = 1.15 CL = 0.99 CF = 1.00 Cr = 1.00 CP = 0.77 CH = 2.00 F'b = 870 PSI ALLOWABLE MOMENT = 6880 LB-FT (BEAM) F'v = 311 PSI ALLOWABLE SHEAR = 10479 LB (BEAM) F'c = 1156 PSI ALLOWABLE AXIAL LOAD = 58546 LB (COLUMN) E' = 1300000 PSI DIMENSION LUMBERIROUGH SAWN LUMBER WORKSHEET property of Bleier 8 Associates Engineering Services, LLC JOB #: 08-0185 UH2 _ Nominal depth of member = 7.25 inches Nominal width of member = ,4.5 inches Unbraced length = 6 feet Repetitive use? (Joist/rafter/stud) No Yes or No Predominant loading? O Scl =span, point load @midspan, lateral support Scu =span, point load @midspan, no lateral support O =other Load type? (Pick worst from top) S W =Wind load S =Snow load L =Live load D =dead load Is the member a built up column? No Yes or No Wood Type HF #2 Fb = .850 PSI Fv = 1`50. PSI Fc = 1300 PSI E = 1300000 PSI Cu =cantilever, uniform load Cc =cantilever, point load @ end A = 32.6 in^2 S = 39.4 in^3 I = 142.9 in^4 (Area) (Section Modulus) (Moment of Inertia) Le = 132.48 in (Effective length) Rb = 6.89 Leld = 16.00 (Slenderness ratio for be ams) (Slenderness ratio for columns) CD = 1.15 CL = 1.00 CF = 1.00 Cr= 1.00 CP = 0.92 CH = 2.00 ------------- ------ ----------- F'b = 876 ------ PSI ------- ALLOWABLE MOMENT = 2877 LB-FT (BEAM) F'v = 311 PSI ALLOWABLE SHEAR = 6753 LB (BEAM) F'c = 1370 PSI ALLOWABLE AXIAL LOAD = 44704 LB (COLUMN) E' = 1300000 PSI DIMENSION LUMBER/ROUGH SAWN LUMBER WORKSHEET property o/ Bleier 8 Associates Engineering Services, LLC JOB #: 08-0185 Rafter 10' max Nominal depth of member = 11.25 inches Nominal width of member = 1:5 inches Unbraced length = 2 feet Repetitive use? (Joist/rafter/stud) Yes Yes or No Predominant loading? O Scl =span, point load @midspan, lateral support Scu =span, point load @midspan , no lateral support O =other Load type? (Pick worst from top) S W =Wind load S =Snow load L =Live load D =dead load Is the member a built up column? No Yes or No A = 16.9 in^2 S = 31.6 in^3 ,~ (Section Modulus) Fb = 850 PSI Fv = 150 PSI Fc = 1300 PSI E = 1300000 PSI Wood Type HF #2 Cu =cantilever, uniform load Cc =cantilever, point load @ end = 178.0 in^4 (Moment of Inertia) Le = 49.44 in (Effective length) Rb = 15.72 Le/d = 16.00 (Slenderness ratio for be ams) (Slenderness ratio for columns) CD = 1.15 CL = 0.96 CF = 1.00 Cr= 1.15 CP = 0.92 CH = 2.00 ------------- ---------- F'b = 969 ------- PSI ------- ALLOWABLE MOMENT = 2555 LB-FT (BEAM) F'v = 311 PSI ALLOWABLE SHEAR = 3493 LB (BEAM) F'c = 1370 PSI ALLOWABLE AXIAL LOAD = 23123 LB (COLUMN) E' = 1300000 PSI DIMENSION LUMBER/ROUGH SAWN LUMBER WORKSHEET property of Bleier & Associates Engineering Services, LLC JOB #: 08-0185 Rafter 13.5' max Nominal depth of member = 11.25 inches Nominal width of member = 1.5 inches Unbraced length = 1 feet Repetitive use? (Joist/rafter/stud) Yes Yes or No Predominant loading? O Scl =span, point load @midspan, lateral support Scu =span, point load @midspan, no lateral support O =other Load type? (Pick worst from top) S W =Wind load S =Snow load L =Live load D =dead load Is the member a built up column? No Yes or No Wood Type HF #2 Fb = 850. PSI Fv = 150 PSI Fc = 1300 PSI E = 1300000 PSI Cu =cantilever, uniform load Cc =cantilever, point load @ end A = 16.9 in^2 S = 31.6 in^3 I = 178.0 in^4 (Area) (Section Modulus) (Moment of Inertia) Le = 24.72 in (Effective length) Rb = 11.12 Le/d = 8.00 (Slenderness ratio for beams) (Slenderness ratio for columns) CD = 1.15 CL = 0.98 CF= 1.00 Cr = 1.15 CP = 0.98 CH = 2.00 ---------------- ------------ -------- ---------- F'b = 996 ------- PSI ---- ALLOWABLE MOMENT = 2626 LB-FT (BEAM) F'v = 311 PSI ALLOWABLE SHEAR = 3493 LB (BEAM) F'c = 1468 PSI ALLOWABLE AXIAL LOAD = 24775 LB (COLUMN) E' = 1300000 PSI DIMENSION LUMBER/ROUGH SAWN LUMBER WORKSHEET property o~Bleier & Associates Enqineenng Services, LLC JOB #: OS-0185 P1 Nominal depth of member = 9.25 inches Nominal width of member = 4.5 inches Unbraced length = 8 feet Repetitive use? (Joist/rafterlstud) No Yes or No Predominant loading? O Scl =span, point load @midspan, lateral support Scu =span, point load @midspan, no lateral support O =other Load type? (Pick worst from top) S W =Wind load S =Snow load L =Live load D =dead load Is the member a built up column? No Yes or No Wood Type HF #2 Fb = 850 PSI Fv = 150 PSI Fc = 1300 PSI E = 1300000 ' PSI Cu =cantilever, uniform load Cc =cantilever, point load @ end A = 41.6 in^2 S = 64.2 in^3 I = 296.8 in^4 (Area) (Section Modulus) (Moment of Inertia) Le = 176.64 in (Effective length) Rb = 8.98 Le/d = 21.33 (Slenderness ratio for beams) (Slenderness ratio for columns) CD = 1.15 CL = 0.99 CF = 1.00 Cr = 1.00 CP = 0.83 CH = 2.00 --------------- ------------ -------- ----------- F'b = 873 ------ PSI ----- ALLOWABLE MOMENT = 4667 LB-FT (BEAM) F'v = 311 PSI ALLOWABLE SHEAR = 8616 LB (BEAM) F'c = 1242 PSI ALLOWABLE AXIAL LOAD = 51710 LB (COLUMN) E' = 1300000 PSI c~-ot ~b'S t~~.~l 5ji~ ~L~ ..~.~--- l `~f- %~~4-~ = f z ~ ~~- Cv~ f Is~= ~ 5 ~-~ ~ _ ~$ C~~j~~Cl~~~~1z~ = Z, Z~~, t ~1 =,3' ~~s = ~z Z (~s = ~70 ,~ z ~, ~ ~t ~~ cS~o~~.3~ ~ lz , oy~ ~ .~ ~ (, 5' (~3 ~ z ~~~~o~(~ ~~z~ 2~odC~ ~ 173 ~ = (2 ~,. ~.ix w jt 3 k ~ 5~ ~.3ti> >.. 8j': (9'S~ = 38o p r ~ ~i.. ~ ~~; ~~ ~S~~i 17`f ~ l3 s ~ ~„~~,__ property o/ efeier 8 Associates Engineering Services. LLC JOB #: 08-0185 Deck Joists Nominal depth of member = 1.1;25 inches Nominal width of member = 4:5 inches Unbraced length = 1.333 feet Repetitive use? (Joist/rafter/stud) Yes Yes or No Predominant loading? O Scl =span, point load @midspan, lateral support Scu =span, point load @midspan, no lateral support O =other Load type? (Pick worst from top) S W =Wind load S =Snow load L =Live load D =dead load Is the member a built up column? No Yes or No Wood Type HF #2 Fb = 850 PSI Fv = 150 PSI Fc = 1.300 PSI E = 1300000 PSI Cu =cantilever, uniform load Cc =cantilever, point load @ end A = 16.9 in^2 S = 31.6 in^3 ,~ (Section Modulus) = 178.0 in^4 (Moment of Inertia) Le = 32.95176 in (Effective length) Rb = 12.84 Le/d = 10.66 (Slenderness ratio for be ams) (Slenderness ratio for columns) CD = 1.15 CL = 0.98 CF = 1.00 Cr = 1.15 CP = 0.97 CH = 2.00 ----------- ---------- F'b = 989 ------- PSI -------- ALLOWABLE MOMENT = 2607 LB-FT (BEAM) F'v = 311 PSI ALLOWABLE SHEAR = 3493 LB (BEAM) 5 ' PSI ALLOWABLE AXIAL LOAD = 24390 LB (COLUMN) c = 144 F E' = 1300000 PSI DIMENSION LUMBER/ROUGH SAWN LUMBER WORKSHEET property of Bleier d Associates Engineering Services, LLC JOB #: 08-0185 Deck Joists @ 12 Nominal depth of member = 9.25 inches Nominal width of member = 1.5 inches Unbraced length = 1.3333 feet Repetitive use? (Joist rafter/stud) Yes Yes or No Predominant loading? O Scl =span, point load @midspan, lateral support Scu =span, point load @midspan , no lateral support O =other Load type? (Pick worst from top) S W =Wind load S =Snow load L =Live load D =dead load Is the member a built up column? No Yes or No Wood Type HF #2 Fb = 850 PSI Fv = 150 PSI Fc = 1300 PSI E = 1300000 PSI Cu =cantilever, uniform load Cc =cantilever, point load @ end A = 13.9 in^2 S = 21.4 in^3 I = 98.9 in^4 (Area) (Section Modulus) (Moment of Inertia) Le = 32.959176 in (Effective length) Rb = 11.64 Le/d = 10.67 (Slenderness ratio for beams) (Slenderness ratio for columns) CD = 1.15 CL = 0.98 CF = 1.00 Cr= 1.15 CP = 0.97 CH = 2.00 --------------- ------------ -------- ----------- F'b = 994 ------ PSI ----- ALLOWABLE MOMENT = 1772 LB-FT (BEAM) F'v = 311 PSI ALLOWABLE SHEAR = 2872 LB (BEAM) F'c = 1445 PSI ALLOWABLE AXIAL LOAD = 20054 LB (COLUMN) E' = 1300000 PSI property of Bleier 6 Associates Engineering Services, LLC JOB #: 08-0185 D1 Nominal depth of member = 11:5 inches Nominal width of member = 5.5 inches Unbraced length = 13 feet Repetitive use? (Joist/rafter/stud) No Yes or No Predominant loading? O Scl =span, point load @midspan, lateral support Scu =span, point load @midspan, no lateral support O =other Load type? (Pick worst from top) S W =Wind load S =Snow load L =Live load D =dead load Is the member a built up column? N Yes or No Wood Type DF #1 Fb = 1350 PSI Fv = 170 PSI Fc = 925 PSI E = 1$00000 PSI Cu =cantilever, uniform load Cc =cantilever, point load @ end A = 63.3 in^2 S = 121.2 in^3 ,1 (Section Modulus) = 697.1 in^4 (Moment of Inertia) Le = 287.04 in (Effective length) Rb = 10.45 Le/d = 28.36 (Slenderness ratio for be ams) (Slenderness ratio for columns) CD= 1.15 CL = 0.98 CF = 0.99 Cr = 1.00 CP = 0.83 CH = 2.00 --------------- -- ----------- F'b = 1364 ------ PSI ------ ALLOWABLE MOMENT = 13778 LB-FT (BEAM) F'v = 352 PSI ALLOWABLE SHEAR = 14838 LB (BEAM) F'c = 873 PSI ALLOWABLE AXIAL LOAD = 55232 LB (COLUMN) E' = 1600000 PSI ~~ ~Q~ 4 ~ ,~ z ,, _.._....mn..,.~..w.,.u_J ~,L g1 ~ ~o z~~~ ~ ~~`Z ~ ~ ssz = ~S~ J Z>~ ,~ z ISd 00000£ 6 = ,3 ~NWfIIO~) 8~ tiZ666 = Q`dOl ~dlXd 3~8dMOl~d ISd 9titi6 = ~•d lWt/38) 8~ 8016 = 21d3HS 3l8dMOl~d ISd L6£ _ ^•~ (Wtl38) l~-8~ =1N3WOW 3~8~dM0~~1~ ISd 2006 = p•~ 00'Z = H~ L6'0 = d~ ~~S Cab J ~ 66'0 = ~~ ~.~~ i) ~, z 5L'l =40 (suwn!oo ~o; o!;e~ ssawapua!S) (sweaq ~o; o!;e~ ssawapua!g~ 99'OL = play L6'8 = q2l u! 9LL56'ZE = al (e!~aul;o;uawoW) (sn!npow uo!loag) (easy) t~vu! 8'OZ = I Evu! 9'L = S Zvu! E'8 = y oN ~o sad, oN Luwnloo do lllnq a ~agwaw ayl sl peol peap = Q peol an!~ _ ~ peol MouS = S peol pu!M = M S (dol wog;;s~onn Mold) Lad~(3 pua ~a peo! ;wod '~ana!!;ueo = o~ peol woo;!un `~anai!lueo = n~ ISd 00000£L = 3 ISd 00£ L = od ISd 05L = ^d ISd 058 = qd Z# dH ad~(1 pooh ~aUlo = O uoddns !e~ale! ou 'uedsp!w ~u peoi lu!od 'ueds = nog ~oddns !era;e! 'uedsp!w ~n peo! lu!od 'ueds =log O L6ulpeoi lueul oN ~o sa,~ S3~ (pnis/gal;e~/islop) Zasn an!3!ladaa Taal E££' L = yl6ual paoe~qu sayou! g~ L = ~agwaw;o ylPl^^ leU1wo sayau! g`g = ~agwaw;o yldap leulwo 91 ~ slsior ~aa a3ddn sago-so ~# eol' ~~~ 'saoiwag 6uuaau/6u3 sa~eiooss y g ~aial9lo ~yadad ISd 00000£6 = .3 (NWfl~O~) 81 t+968£ = Q~dO~ ldlXb~ 3l8`dMO~~~d ISd OLL = ~.d (Wd38) 87 61ti06 = 21t/3HS 3~8t/MO~~`d ISd 66£ _ ^•d (Wt/38) ld-8~ E£89 =1N3WOW 3~8dMOl~H ---------- ISd ------ ti98 = q•~ -------- ------------ ---------- 00'Z = H~ LS'0 = d0 00'L =~~ 00' L = ~~ 86'0 = ~~ SL'l =4~ (suwnloo ~o; o!;e~ ssawapualg) (sweaq ~o; o!;ea ssawapualS) (yl6ual ani;oa~3) u! b0'L8Z = al (el~aul;o;uawolnl) (snlnpolN uol;oag) (easy) bvU! 6'££5 = I £vU! 6'16 = S ZvU! 9'05 = y oN ~o sa,~ oN Luwnloo do;ilnq a ~agwaw ay; sI peol peap = Q peol anl~ _ ~ pe0i MOUg = $ Peol Pu!M = M g (do; wog;;saoM Mold) Zad~(; peon gay;o = O pua ~n peoi;ulod '~anall;ueo = 00 ~oddns lea;el ou 'uedsplw ~u peoi;ulod 'ueds = nog peoi woo;lun '~anall;ueo = n~ ~oddns lea;el 'uedsplw ~n peol;ulod 'ueds = IoS O L6ulpeol ~ueulwopa~d ISd 00000E L = 3 oN ~o sa,~ ISd 00£L = o~ oN (pnisl~a;;e~~slop) Lasn and;l;adab ISd 05 L = ^d ISd 058 = q~ ;aa; £L = 436uaI paoe~qu~ sayoul g'y = ~agwaw;o y;plnn IeulwoN Z# dH ad~(1 pooh sayow 9Z' L _ ~agwaw;o y;dap IeulwoN wv3a ~~aa a3ddn saLO-so :# 801' ~~~ 'saopvaS 6uuaau~bu9 sa~eiooss y g ~aia~g ~o ,tyadad ISd 00000£6 = .3 lNWfllO~) 81 60665 = ad0~ ~dIX`d 3l8bMO~~d ISd 6LOL = ~.d ~WV38) 8l 68t~k6 = 21d3HS 3~8dMO~~d ISd 66£ _ ^.d (Wb38) l~-8~ £169 =1N3WOW 3~8dM0~~1/ ----------- ISd ------- 998 = q.~ ---------- -------- ------------ --------- 00'Z = H~ EL'0 = d~ 00'l =~~ 66'0 = d0 66'0 = ~O 56'l =a~ (suwnloo ~o; o!}ea ssawapualS) (sweaq ~o; o!;e~ ssawapualS) 00'92 = P/a~ 65'8 = q2i (y;6ual an!;oa~3) u! ti0'L8Z = a1 (el~aul;o;uawoW) (snlnpoW uol;oaS) (easy) tivu! L'S6£ = I £vu! 9'58 = S Zvu! 5'55 = y oN ao sad oN Zuwnloo do;Ilnq a ~agwaw ay; sl peol peap = Q peol anl~ _ ~ peol nnouS = S peol pu!M = M S (do; wog;;saonn ~lald) Lady(; peon gay;o = O pua ~n peol;ulod '~anall;ue~ = a0 ~oddns lea;ei ou 'uedsplw ~n peol;ulod weds = nog peol woo;lun '~anall;ueo = n~ ~oddns lea;el ' uedsplw ~n peol ;ulod weds = IoS O L6ulpeol ;ueu!wopa~d ISd OOOOOEI = 3 oN ~o sad ISd 00£L = ~d oN (Pn;s/~a;;e~pslop) Lasn and;l;adaa ISd OS6 = nd ISd 058 = qd ;aa; £ l = y;6ual paoe~qu~ sayoul g = ~agwaw;o y;plnn leu!uaoN Z# dH ad~(1 poo/~ sayow gZ`g = ~agwaw;o y;dap IeulwoN wv3e ~~aa a3ddn ss~o-so :# eo(' ~~~ 'saopvas 6uuaaui6u3 sa~e~oossy g ~ara~g ~o ~(yadad 133HS~210M 2138Wf1~ NMt/S HJf10ZIR138Wf1~ NOISN3W1a D ~, , 1 ~ , ,~ ~ Project #: 080508o8ooao Heat Loss Details ~ --~ ~ Date: Aug 05, 2008 .~.~~~- ~ ~~~``~. v Prepaned For: Snow Country Services Kent Zeltner Dahl Plumbing 780 Nottingham Rd PO Box 18306 Arran, CO 81620 Prepared By: Eric Kelley Phone: 970-549-9101 Fax: 870-845-9326 Ema~: eric.kelley~hajoca.com Project Summary Project #: Project Name: Location: CloseDate: Engineer: Design Data Location: Outdoor Temperature: Wind Speed: Total Area: Construction Quality: 080508080040 Iliams esidence ~~~ ~~~ cl`/l GU.1~~Ai,~ (User-Specified Location) ~~ ~~~y ~ / _ L1 -25 F V l~J ~7 25 mph 3,800 ft2 Best Rooms Requiring Supplemental Heat RFH Glycol Level: Design Temp. Drop: Radiant Tubing Volume: Volume Water: Volume Glycol: Total-Components Load: Total Infiltration Load: Total Floor Downward Load: Total-Radiant Load: Total-Supplemental Load: Total-Project Heat Loss: Media -Floorplan 2 Garage -Floorplan 2 Living -Floorplan 2 Kitchen -Floorplan 2 Master Bedroom -Floorplan 3 Loft -Floorplan 3 Bedroom #3 -Floorplan 3 30% Glycol 20 °F 53.2 gallons(US) 372 gallons(US) 16 gallons(US) 43,576 Btu/hr 28,380 Btu/hr 14,947 Btu/hr 61,520 Btu/hr 12,928 Btu/hr 83,803 Btu/hr Hea# Lass Data Page 1 of 22 Created using Uponor Advanced Design Suite - 6.7.0 Project #: 080508080040 Heat Loss Deta i Is ~~ ~ ~ ~ Date: Aug 05, 2008 Prepared For: Snow Country Services Kent Zeltner Dahl Plumbing 780 Nottingham Rd PO Box 18306 Avon, CO 81620 Prepared By: Eric Kelley Phone: 970-949-9101 Fax: 970-845-9926 Email: eric.kelley dt/ihajoca.com .~. Bedroom #1 (Floorplan 1) Total Area: 208 ft= Average Height: 8 ft Volume: 1,664 fN Air Changes: 0.5 fir RoomTemperature: 68 °F Components: 1,998 Btu/hr Infiltration: 1,377 Btu/hr Ceiling Upward: 0 Btufir Floor Downward: 2,494 Bfia/hr Total Heat Loss: 5,868 Btu/hr Supplemental: 0 Btufir Total Room Loss: 5,868 Radiant to Room Load: 3,374 Btu/hr Unit Load: 16.2 Btu/hr/ftz Total Radiant Load: 5,868 Btu/hr Unit Load: 28.2 Btu/hr/ft~ Floor Total Area: 208 ft~ Downward Load: 2,494 Btufir Unheated Area: 0 ft~ Heated Area: 208 ft~ Construction: Concrete Slab Depth: 3 in Cover Rv: 2.11 °F•ftz•hr/Btu Structure Rv: 1 °F~fP•hr/Btu Insulation Rv: 5 °F•ft~•hr/Btu Perimeter Rv: 5 °F•ft=~hr/Btu Edge Rv: 5 °F~ft~~hr/Btu Surface Temperature: 76.1 °F Design Temp. Drop: 20 °F Ceiling Total Area: 208 ftz Unheated Area: 208 ft= Heated Area: 0 ftz Construction: Gypsum Wall board Cover Rv: 0 °F~ft~•hr/Btu Insulation Rv: 35 °F~ftz~hr/Btu Space Above Heated: From Same Source Other Components Component Length (ft) tKdthlHeight (~) Area (ft°) Rv (°F~ft'~hr/Btu) Heat Loss (Btu/hr) Wall-1 28 8 224 20 1998 Window-1 0 0 10.5 2.77 353 Window-2 0 0 14 2.77 470 Page 2 of 22 Created using Uponor Advanced Design Suite - 6.7.0 Heat Loss Details Project #: 080508080040 ~~ ~ Date: Aug 05, 2008 Prepared For: Snow Country Services Kent Zeltner Dahl Plumbing 780 Nottingham Rd PO Box 18306 Avon, CO 81620 Prepared By: Eric Kelley Phone: 970-949-9101 Fax: 970-845-9926 Email: eric.kelley~hajoca.com .~ ---- Window-3 Net Wall 10 2.77 336 189.5 20 839 Bathroom #1 (Floorplan 1) Total Area: 70 ft2 Components: 213 Btu/hr Average Height: 8 ft Inflttration: 463 Btu/hr Volume: 560 fi' Ceiling Upward: 0 Btu/hr Air Changes: 0.5 /hr Floor Downward: 337 Btu/hr RoomTemperature: 68 °F Total Heat Loss: 1,013 Btu/hr Supplemental: 0 Btu/hr Total Room Loss: 1,013 Radiant to Room Load: 676 Btu/hr Unit Load: 9.7 Btu/hr/ft Total Radiant Load: 1,013 Btu/hr Unit Load: 14.5 Btu/hr/ftz Floor ~._..__. total Area: 70 ft? Downward Load: 337 Btu/hr Unheated Area: 0 ftz Heated Area: 70 ft= Construction: Concrete Slab Depth: 3 in Cover Rv: 0.61 °F~ft~•hr/Btu Structure Rv: 1 °F~fB•hr/Btu Insulation Rv: 5 °F~ft=~hr/Btu Perimeter Rv: 5 °F~ftz•hr/Btu Edge Rv: 5 °F~f~~hr/Btu Surtace Temperature: 72.8 °F Design Temp. Drop: 20 °F Ceiling Total Area: 70 fiz Unheated Area: 70 fr= Heated Area: 0 ftz Construction: Gypsum Wall board Cover Rv: 0 °F•ftz•hdBtu Insulation Rv: 35 °F•ftz~hr/Btu Space Above Heated: From Same Source Other Components ~. Component Length (ft) Width/~H)eight Area (t't°) Rv (°F•ft'•hNBtu) Heat Loss (Btu/hr) Wall-1 48 20 213 Page 3 of 22 Created using Uponor Advanced Design Suite - 6.7.0 Project #: 080508080040 Heat Loss Details ~~ ~ Date: Aug 05, 2008 Prepared For: Snow Country Services Kent Zeltner Dahl Plumbing 780 Nottingham Rd PO Box 18306 Avon, CO 81620 Prepared By: Eric Kelley Phone: 970-949-9101 Fax: 970-845-9926 Email: eric.kelley~hajoca.com .~~. Net Wall Laundry/Storage #1 (Floorplan 1 j 48 20 213 Total Area: 120 ft= Components: 354 Btumr Average Height: 8 ft Infiltration: 794 Btu/hr Volume: 960 ft' Ceiling Upward: 0 Btu/hr Air Changes: 0.5 Mr Floor Downward: 566 Btu/hr RoomTemperature: 68 °F Total Meat Loss: 1,715 Btu/hr Supplemental: 0 Btufir Total Room Loss: 1,714 Radiant to Room Load: 1,149 Btu/hr Unit Load: 9.6 Btulhr/ft= Total Radiant Load: 1,714 Btu/hr Unit Load: 14.3 Btu/hr/ft= Floor Total Area: 120 ftz Downward Load: 566 Btu/hr Unheated Area: 0 ft= Heated Area: 120 ft= Construction: Concrete Slab Depth: 3 in Cover Rv: 0.61 °F•ft~~hr/Btu Structure Rv: 1 °F•ftz~hdBtu Insulation Rv: 5 °F~ft~•hr/Btu Perimeter Rv: 5 °F•f~~hr/Btu Edge Rv: 5 °F~ft~•hr/Btu Surface Temperature: 72.8 °F Design Temp. Drop: 20 °F Ceiling Total Area: Unheated Area: Heated Area: Construction: Cover Rv: Insulation Rv: Space Above Heated 12o tt= 120 flz 0 ft2 Gypsum Wall board 0 °F•flz•hr/Btu 35 °F~ft=•hr/Btu From Same Source Other Components ~_ - Component Length (ft) width/Height Area (fla) Rv (°F•ft~•hr/Btu) Heat Loss (Btu/hr) ~) Wall-1 10 8 80 20 354 Net Wall 80 20 354 ®~s®i Page 4 of 22 Created using Uponor Advanced Design Suite - 6.7.0 Heat Loss Details Project #: oso5ososoo4o Date: Aug 05, 2008 Prepared For: Snow Country Services Kent Zeltner Dahl Plumbing 780 Nottingham Rd PO Box 18306 Avon, CO 81620 Prepared By: Eric Kelley Phone: 970-949-9101 Fax: 970-845-9926 Email: eric.kelley~hajoca.com Mechanical (Floorplan 1) Total Area: 36 fH Components: 0 Btu/hr Average Height: 8 ft Infiltration: 238 Btu/hr Volume: 288 ft' Ceiling Upward: 0 Btu/hr Air Changes: 0.5 /hr Floor Downward: 40 Btu/hr RoomTemperature: 68 °F Total Heat Loss: 278 Btulhr Supplemental: 0 Btu/hr Total Room Loss: 278 Radiant to Room Load: 238 Btu/hr Unit Load: 6.6 Btu/hr/ftz Total Radiant Load: 278 Btu/hr Unit Load: 7.7 Btulhr/ftz Floor Total Area: 36 ftz Unheated Area: 0 ft2 Heated Area: 36 fH Construction: Concrete Slab Depth: 3 in Cover Rv: 0.5 °F~ftz•hr/Btu Structure Rv: 1 °F•ft=•hr/Btu Insulation Rv: 5 °F~fiz•hr/Btu Perimeter Rv: 5 °F•ft~•hr/Btu Edge Rv: 5 °F•fiz~hr/Btu Surface Temperature: 71.3 °F Design Temp. Drop: 20 °F Ceiling Downward Load: 40 Btu/hr Total Area: Unheated Area: Heated Area: Construction: Cover Rv: Insulation Rv: Space Above Heated: Other Components 3s ftz 36 ftz 0 ftz Gypsum Wall board 0 °F~ft?-hr/Btu 35 °F•ft~•hr/Btu From Same Source Component Length (ft) wdth/~)eight Area (fi:~ Rv t°F•ft'•hrBtu) Heat Loss (Btu/hr) Wall-1 0 8 0 20 0 Net Wall 0 20 0 Page 5 of 22 Created using Uponor Advanced Design Suite - 6.7.0 Heat Loss Details Project #: oso5ososoo4o Date: Aug 05, 2008 Prepared For: Snow Country Services Kent Zeltner Dahl Plumbing 780 Nottingham Rd PO Box 18306 Avon, CO 81620 Prepared By: Eric Kelley Phone: 970-949-9101 Fax: 970-845-9926 Email: eric.kelley~hajoca.com Family Room {Floorplan 1) Total Area: 350 ft2 Components: 3,865 Btu/hr Average Height: 8 ft Infiltration: 2,317 Btu/hr Volume: 2,800 fN Ceiling Upward: 0 Btu/hr Air Changes: 0.5 /hr Floor Downward: 4,161 Btu/hr RoomTemperature: 68 °F Total Heat Loss: 10,343 Btu/hr Supplemental: 0 Btu/hr Total Room Loss: 10,343 Radiant to Room Load: 6,182 Btu/hr Unit Load: 17.7 Btu/hr/ftz Total Radiant Load: 10,343 Btu/hr Unit Load: 29.6 Btu/hr/ftz Floor Total Area: 350 fP Downward Load: 4,161 Btu/hr Unheated Area: 0 ftz Heated Area: 350 ft2 Construction: Concrete Slab Depth: 3 in Cover Rv: 2.11 °F•ftz~hrlBtu Structure Rv: 1 °F•f6•hr/Btu Insulation Rv: 5 °F~f~~hr/Btu Perimeter Rv: 5 °F•ft=•hdBtu Edge Rv: 5 °F•ft~•hr/Btu Surface Temperature: 76.8 °F Design Temp. Drop: 20 °F Ceiling Total Area: 350 ftz Unheated Area: 350ftz Heated Area: 0 ft= Construction: Gypsum Wall board Cover Rv: 0 °F•fB•hr/Btu Insulation Rv: 35 °F•ftz•hr/Btu Space Above Heated: From Same Source Other Components Component Lengtfi (ft) width/Height ~) Area (ft°) Rv (°F•ft~•hr/Btu) Heat Loss (Btu/hr) Wa II-1 40 8 320 20 3865 Door-1 0 0 42 2.77 1410 Window-1 0 0 21 2.77 705 Page 6 of 22 Created using Uponor Advanced Design Suite - 6.7.0 Heat Loss Details Project #: 080508080040 Date: Aug 05, 2008 Prepared For: Snow Country Services Kent Zeltner Dahl Plumbing 780 Nottingham Rd PO Box 18306 Avon, CO 81620 Prepared By: Eric Kelley Phone: 970-949-9101 Fax: 970-845-9926 Email: eric.kelley@hajoca.com Window-2 0 0 21 2.77 7os Net Wall Bedroom #2 (Floorplan 1) 236 20 1045 Total Area: 209 ft= Components: 1,300 Btu/hr Average Height: 8ft Infiltration: 1,383 Btu/hr Volume: 1,672 ft' Ceiling Upward: 0 Btu/hr Air Changes: 0.5 /hr Floor Downward: 1,639 Btu/hr RoomTemperature: 68 °F Total Heat Loss: 4,322 Btu/hr Supplemental: 0 Btu/hr Total Room Loss: 4,322 Radiant to Room Load: 2,683 Btu/hr Unit Load: 12.8 BtuJhr/ftz Total Radiant Load: 4,322 Btu/hr Unit Load: 20.7 Btu/hr/ft= Floor Total Area: 209 ft2 Downward Load: 1,639 Btu/hr Unheated Area: 0 ft= Heated Area: 209 ftz Construction: Concrete Slab Depth: 3 in Cover Rv: 2.11 °F~ftz•hr/Btu Structure Rv: 1 °F~ft~~hr/Btu Insulation Rv: 5 °F~ftz~hr/Btu Perimeter Rv: 5 °F~ftz~hr/Btu Edge Rv: 5 °F•flz~hr/Btu Surtace Temperature: 74.4 °F Design Temp. Drop: 20 °F Ceiling Total Area: 209 ftz Unheated Area: 209 ft= Heated Area: 0 ftz Construction: Gypsum Wall board Cover Rv: 0 °F•ft2~hr/Btu Insulation Rv: 35 °F~ftz~hr/Btu Space Above Heated: From Same Source Other Components ®.~, Component Length (ft) Width(fH)eight Area (fta) Rv (°F•ft~-hr/Btu) Heat Loss (Btu/Fir) Wall-1 13 8 104 ZO 1299 -- Page 7 of 22 Created using Uponor Advanced Design Suite - 6.7.0 Heat Loss Details Project #: 080508080040 Date: Aug 05, 2008 Prepared For: Snow Country Services Kent Zeltner Dahl Plumbing 780 Nottingham Rd PO Box 18306 Avon, CO 81620 Prepared By: Eric Kelley Phone: 970-949-9101 Fax: 970-845-9926 Emait: eric.kelley~hajoca.com .~~ - Window-1 0 0 9.6 2.77 322 Vlhndow-2 0 0 9.6 2.77 322 Window-3 0 0 9.6 2.77 322 Net Wall 75.2 20 333 Bathroom #2/Storage #2 (Floorplan 1) Total Area: 97 ftz Components: 0 Btu/hr Average Height: 8 ft Infiltration: 642 Btu/hr Volume: 776 ft' Ceiling Upward: 0 Btu/hr Air Changes: 0.5 fir Floor Downward: 119 Btu/hr RoomTemperature: 68 °F Total Heat Loss: 761 Btumr Supplemental: 0 Btufir Total Room Loss: 761 Radiant to Room Load: 642 Btu/hr Unit Load: 6.6 Btu/hr/ftz Total Radiant Load: 761 Btu/hr Unit Load: 7.8 Btu/hr/ftz Floor Total Area: 97 ft~ Downward Load: 119 Btu/hr Unheated Area: 0 ft2 Heated Area: 97 ft2 Construction: Concrete Slab Depth: 3 in Cover Rv: 0.61 °F~ft2•hr/Btu Structure Rv: 1 °F•ftz•hr/Btu Insulation Rv: 5 °F•ftz•hdBtu Perimeter Rv: 5 °F•fB•hr/Btu Edge Rv: 5 °F•ft2~hdBtu Surtace Temperature: 71.3 °F Design Temp. Drop: 20 °F Ceiling Total Area: 97 ftz Unheated Area: 97 flz Heated Area: 0 ft2 Construction: Gypsum Wall board Cover Rv: 0 °F•ft~•hr/Btu Insulation Rv: 35 °F~ft •hr/Btu Space Above Heated: From Same Source Page 8 of 22 Created using Uponor Advanced Design Suite - 6.7.0 Heat LOSS Details Project #: 080508080040 ~~ ~ ~ Date: Aug 05, 2008 Prepared For: Snow Country Services Kent Zeltner Dahl Plumbing 780 Nottingham Rd PO Box 18306 Avon, CO 81620 Prepared By: Eric Kelley Phone: 970-949-9101 Fax: 970-845-9926 Email: eric.kelley~hajoca.com Other Components Component Length (ft) Width/~H)eight Area (~) Rv (°F•ft~•hr/Btu) Heat Loss (BtuJhr) Wall-1 0 8 0 20 0 Net Wall 0 20 0 Media (Floorplan 2) -- ._ Total Area: 252 ft= Components: 3,673 Btu/hr Average Height: 8ft Infiltrat~n: 1,668 Btu/hr Volume: 2,016 ft' Ceiling Upward: 0 Btu/hr Air Changes: 0.5 /hr Floor Downward: 666 Btu/hr RoomTemperature: 68 °F Total Heat Loss: 6,007 Btu/hr Supplemental: 1,256 Btu/hr Total Room Loss: 6,008 Radiant to Room Load: 4,086 Btu/hr Unit Load: 16.2 Btu/hr/ft~ Total Radiant Load: 4,752 Btu/hr Unit Load: 18.9 Btu/hr/ft= Floor Total Area: Unheated Area: Heated Area: Construction: Cover Rv: Structure Rv: Insulation Rv: Space Below Heated: Surface Temperature: Design Temp. Drop: 252 ft2 0 ft= 252 ft~ Joist (16" OC) 2.11 °F•flz•hr/Btu 1 °F•ft~~hr/Btu 15 °F~ft2~hr/Btu From Same Source 76.1 °F 20 ° F Downward Load: 666 Btumr Ceiling Total Area: Unheated Area: Heated Area: Construction: Cover Rv: Insulation Rv: Space Above Heated: 252 f'lz 252 ftz 0 ftz Gypsum Wall board 0 °F~ft~~hr/Btu 35 °F~ft~~hr/Btu From Same Source Page 9 of 22 Created using Uponor Advanced Design Suite - 6.7.0 Project #: 080508080040 Heat Loss Details ~~ ~~ ~ Date: Aug 05, 2008 Prepared For: Snow Country Services Kent Zeltner Dahl Plumbing 780 Nottingham Rd PO Box 1830fi Avon, CO 81620 Prepared By: Eric Kelley Phone: 970-949-9101 Fax: 970-845-9926 Email: eric.kelley@hajoca.com Other Components Component Length (ft) width/Height ~) Area (fly) Rv (°F•11?•hr/Btu) Heat Loss (Btu/hr) Wall-1 40 8 320 20 3675 Window-1 0 0 6.3 2.77 212 Window-2 0 0 6.3 2.77 212 Window-3 0 0 6.3 2.77 212 Window-4 0 0 13.5 2.77 453 Window-5 0 0 15 2.77 504 Window-6 0 0 10 2.77 336 Window-7 0 0 10 2.77 336 Window-8 0 0 10 2.77 336 Net Wall 242.6 20 1074 Powder (Floorplan 2) Total Area: 36 fiz Components: 0 Btu/hr Average Height: 8 ft Infiltration: 238 Btu/hr Volume: 288 ft' Ceiling Upvrard: 0 Btu/hr Air Changes: 0.5 /hr Floor Dovmwanl: 17 Btu/hr RoomTemperature: 68 °F Total Heat Loss: 255 Btu/hr Supplemental: 0 Btu/hr Total Room Loss: 255 Radiant to Room Load: 238 Btufir Unit Load: 6.6 Btu/hr/ftz Total Radiant Load: 255 Btu/hr Unit load: 7.1 Btu/hr/ftz .® -- Page 10 of 22 Created using Uponor Advanced Design Suite - 6.7.0 Heat Loss Details Project #: oso5ososoo4o Date: Aug 05, 2008 Prepared For: Snow Country Services Kent Zettner Dahl Plumbing 780 Nottingham Rd PO Box 1830fi Avon, CO 81620 Prepared By: Eric Kelley Phone: 970-949-9101 Fax: 970-845-9926 Email: eric.kelley cLDhajoca.com i Floor Total Area: Unheated Area: Heated Area: Construction: Cover Rv: Structure Rv: Insulation Rv: Space Below Heated: SurFace Temperature: Design Temp. Drop: Ceiling 36 f6 0 ft= 36 ft= Joist (16" OC) 0.61 °F~ft~~hr/Btu 1 °F•flz•hr/Btu 15 °F~ft~•hr/Btu From Same Source 71.3 °F 20 ° F Downward load: 17 Btu/hr Total Area: 36 ftz Unheated Area: 36 flz Heated Area: 0 ftz Construction: Gypsum Wall board Cover Rv: 0 °F~f1?~hr/Btu Insulation Rv: 35 °F~ft=~hr/Btu Space Above Heated: From Same Source Other Components Component Length (ft) Width/(ftH)eight Area (ft°) Rv (°F~ft~-hr/Btu) Heat Loss (Btu/hr) Wall-1 Net Wall Entry (Floorplan 2) 0 20 0 0 Total Area: 143 ft= Components: 1,668 Btu/hr Average Height: 8 ft Infiltration: 947 Btu/hr Volume: 1,144 ft' Ceiling Upward: 0 Btu/hr Air Changes: 0.5 /hr Floor Downward: 181 Btu/hr RoomTemperature: 68 °F Total Heat Loss: 2,796 Btu/hr Supplemental: 0 Btu/hr Total Room Loss: 2,796 Radiantto Room Load: 2,615 Btu/hr Unit Load: 18.3 Btu/hrlft~ Total Radiant Load: 2,796 Btu/hr Unit Load: 19.6 Btu/hr/ft2 0 8 0 20 Page 11 of 22 Created using Uponor Advanced Design Suite - 6.7.0 Heat Loss Details ~ Project #: 080508080040 Date: Aug 05, 2008 Prepared For: Snow Country Services Kent Zeltner Dahl Plumbing 780 Nottingham Rd PO Box 18306 Avon, CO 81620 Prepared By: Eric Kelley Phone: 970-949-9101 Fax: 970-845-9926 Email: eric.kelley~hajoca.com Floor Total Area: 143 ft= Downward Load: 181 Btu/hr Unheated Area: 0 ftz Heated Area: 143 ft~ Construction: Joist (16" OC) Cover Rv: 0.61 °F•ft=•hr/Btu Structure Rv: 1 °F~fP•hr/Btu Insulation Rv: 15 °F•ft~~hr/Btu Space Below Heated: From Same Source Surface Temperature: 77.1 °F Design Temp. Drop: 20 °F Ceiling Total Area: 143 ftz Unheated Area: 143 ft= Heated Area: 0 ftz Construction: Gypsum Wall board Cover Rv: 0 °F•flz•hr/Btu Insulation Rv: 35 °F•ft~•hr/Btu Space Above Heated: From Same Source Other Components _. Component Length (ft) ~dt )eight Area (flQ) Rv (°F•ft~•hr/Btu) Heat Loss (Btu/hr) Wall-1 15 8 120 20 1669 Door-1 0 0 22 2.17 943 Window-1 0 0 10 2.77 336 Net Wall ~ ~ 390 Garage (Floorplan 2) ~. Total Area: 537 ftz Average Height: 11.5 ft Volume: 6,176 ft3 Air Changes: 0.5 /hr RoomTemperature: 68 °F Components: 11,084 Btu/hr Infiltration: 5,110 Btu/hr Ceiling Upward: 0 Btu/hr Floor Downward: 770 Btu/hr Total Heat Loss: 16,964 Btu/hr Supplemental: 3,878 Btu/hr Total Room Loss: 16,964 Radiant to Room Load: 12,316 Btu/hr Unit Load: 22.9 Btu/hr/ftz Total Radiant Load: 13,086 Btu/hr Unit Load: 24.4 Btu/hr/ft2 Page 12 of 22 Created using Uponor Advanced Design Suite - 6.7.0 Heat Loss Details Project #: o8o5oso8oo40 ~~ ~ Date: Aug 05, 2008 Prepared For: Snow Country Services Kent Zeltner Dahl Plumbing 780 Nottingham Rd PO Box 18306 Avon, CO 81620 Prepared By: Eric Kelley Phone: 970-949-9101 Fax: 970-845-9926 Email: eric.kelley cL'Dhajoca.com .~I~. -- Floor Total Area: 537 ftz Dovrnvrard Load: 770 Btu/hr Unheated Area: 0 ftz Heated Area: 537 ftz Construction: Joist (16" OC) Cover Rv: 0.5 °F•ft~•hr/Btu Structure Rv: 1 °F•fiz~hr/Btu Insulation Rv: 15 °F~ft=•hr/Btu Space Below Heated: From Same Source Surface Temperature: 79.5 °F Design Temp. Drop: 20 °F Ceiling IIIIA Total Area: 537 ft~ Unheated Area: 537 ft= Heated Area: 0 ft~ Construction: Gypsum Wall board Cover Rv: 0 °F•fB•hr/Btu Insulation Rv: 35 °F•fiz•hr/Btu Space Above Heated: From Same Source Other Components Component Length width/Height (ft) ~) Area (ft~) Rv (°F•ft~•hr/Btu) Heat Loss (Btu/hr) Wall-1 88 11.5 1012 20 11083 Door-1 17 8.5 144.5 2.17 6193 Window-1 0 0 9 2.77 302 Window-2 0 0 9 2.77 302 Window-3 0 0 9 2.77 302 Window-4 0 0 9 2.77 302 Net Wall 831.5 20 3682 Page 13 of 22 Created using Uponor Advanced Design Suite - 6.7.0 Heat Loss Details ~ ~ Project #: 080508080040 Date: Aug 05, 2008 Prepared For: Snow Country Services Kent Zeltner Dahl Plumbing 780 Nottingham Rd PO Box 18306 Avon, CO 81620 Prepared By: Eric Kelley Phone: 970-949-9101 Fax: 970-845-9926 Email: eric.kelley~hajoca.com Living (Floorplan 2) Total Area: 244 ft= Components: 4,632 Btu/hr Average Height: 8 ft Infiltration: 1,615 Btu/hr Volume: 1,952 ffi' Ceiling Upward: 0 Btu/hr Air Changes: 0.5 Ihr Floor Downward: 645 Btu/hr RoomTemperature: 68 °F Total Heat Loss: 6,892 Btu/hr Supplemental: 2,291 Btu/hr Total Room Loss: 6,892 Radiant to Room Load: 3,956 Btu/hr Unit Load: 16.2 Btulhr/ft~ Total Radiant Load: 4,601 Btu/hr Unit Load: 18.9 Btu/t~r/ft~ Floor Total Area: 244 flz Downward Load: 645 Btu/hr Unheated Area: 0 ft~ Heated Area: 244 ft= Construction: Joist (16" OC) Cover Rv: 2.11 °F•fi~•hr/Btu Structure Rv: 1 °F~ft=•hr/Btu Insulation Rv: 15 °F•ftz~hr/Btu Space Below Heated: From Same Source Surface Temperature: 76.1 °F Design Temp. Drop: 20 °F Ceiling Total Area: 244 ft= Unheated Area: 244 ft~ Heated Area: 0 ftz Construction: Gypsum Wall board Cover Rv: 0 °F•ftz•hr/Btu Insulation Rv: 35 °F•ft~~hr/Btu Space Above Heated: From Same Source Other Components Width/Height Component Length (ft) (~) Wall-1 40 8 Door-1 4.2 8 Window-1 0 0 Window-2 0 0 Area (fp) Rv (°F•ft~•hrlBtu) Heat Loss (Btu/hr) 320 20 4632 33.6 2.17 1440 33 2.77 1108 33 2.77 1108 Page 14 of 22 Created using Uponor Advanced Design Suite - 6.7.0 Project #: 080508080040 Heat Loss Details ~ ~ Date: Aug 05, 2008 Prepared For: Snow Country Services Kent Zeltner Dahl Plumbing 780 Nottingham Rd PO Box 18306 Avon, CO 81620 Prepared By: Eric Kelley Phone: 970-949-9101 Fax: 970-845-9926 Email: eric.kelley cLDhajoca.com Net Wall 220.4 20 976 Dining (Floorplan 2) Total Area: 194 fiz Components: 0 Btu/hr Average Height: 8 ft Infiltration: 1,284 Biu/hr Volume: 1,552 ft' Ceiling Upward: 0 Btu/hr Air Changes: 0.5 /hr Floor Downward: 209 Btu/hr RoomTemperature: ti8 °F Total Heat Loss: 1,493 Btu/hr Supplemental: 0 Btu/hr Total Room Loss: 1,494 Radiant to Room Load: 1,284 Btu/hr Unit Load: 6.6 Btu/hr/ft2 Total Radiant Load: 1,494 Btu/hr Unit Load: 7.7 Btu/hrlftz Floor Total Area: 194 ft= DowmvvaM Load: 209 Btu/hr Unheated Area: 0 flz Heated Area: 194 ft= Construction: Joist (16° OC) Cover Rv: 2.11 °F-ft2•hr/Btu Structure Rv: 1 °F-ft=•hr/Btu Insulation Rv: 15 °F•ft2•hr/Btu Space Below Heated: From Same Source Surtace Temperature: 71.3 °F Design Temp. Drop: 20 °F Ceiling Total Area: Unheated Area: Heated Area: Construction: Cover Rv: Insulation Rv: Space Above Heated Other Components 194 ftz 194 ftz 0 ft= Gypsum Wall board 0 °F•ftz~hr/Btu 35 °F~ft2•hr/Btu From Same Source Component Length (ft) ~dth/(~H)eight Area (ft=) Rv (°F•ft'-hrlBtu) Heat Loss (Btu/hr) Wall-1 0 8 0 20 0 Net Wall 0 20 0 Page 15 of 22 Created using Uponor Advanced Design Suite - 6.7.0 Heat Loss Details ~ Project #: 080508080040 Date: Aug 05, 2008 Prepared For: Snow Country Services Kent Zeltner Dahl Plumbing 780 Nottingham Rd PO Box 18306 Avon, CO 81620 Prepared By: Eric Kelley Phone: 970-949-9101 Fax: 970-845-9926 Email: eric.kelley@hajoca.com Kitchen (Floorplan 2) Total Area: 294 ft= Components: 3,229 Btufir Average Height: 8ft Infiltration: 1,946 Btufir Volume: 2,352 fN Ceiling Upward: 0 Btu/hr Air Changes: 0.5 fir Floor Downward: 778 Btufir RoomTemperature: 68 °F Total Heat Loss: 5,954 Btu/hr Supplemental: 409 Btufir Total Room Loss: 5,953 Radiant to Room Load: 4,766 Btu/hr Unit Load: 16.2 Btu/hr/ft= 7ota1 Radiant Load: 5,544 Btu/hr Unit Load: 18.9 Btu/hr/ftz Floor Total Area: Unheated Area: Heated Area: Construction: Cover Rv: Structure Rv: Insulation Rv: Space Below Heated: Surface Temperature: Design Temp. Drop: 294 ft~ 0 ftz 294 ft~ Joist (16" OC) 2.11 °F•ft~•hr/Btu 1 °F~fi~•hrlBtu 15 °F•ft~•hr/Btu From Same Source 76.1 °F 20 °F DownwaM Load: 778 Btufir Ceiling Total Area: 294 ftz Unheated Area: 294 ft= Heated Area: 0 ft~ Construction: Gypsum Wall board Cover Rv: 0 °F•fB~hr/Btu Insulation Rv: 35 °F~ftz~hr/Btu Space Above Heated: From Same Source Other Components Component Length (ft) wdth/(~H)eight Area (ff~) Rv (°F•ft'-hr/Btu) Heat Loss (Btu/hr) Wall-1 26 8 208 20 3228 Window-1 0 0 14.6 2.77 490 Window-2 0 0 14.6 2.77 490 Window-3 0 0 25 2.77 839 Page 16 of 22 Created using Uponor Advanced Design Suite - 6.7.0 Heat Loss Details Project #: 080508080040 Date: Aug 05, 2008 Prepared For: Snow Country Services Kent Zeltner Dahl Plumbing 780 Nottingham Rd PO Box 18306 Avon, CO 81620 Prepared By: Eric Kelley Phone: 970-949-9101 Fax: 970-845-9926 Email: eric.kelley~hajoca.com Window1i 0 0 25 2.77 839 Net Wall 128.8 20 570 Master Bedroom (Floorplan 3) Total Area: 331 ft= Components: 5,021 Btu/hr Average Height: 10 ft Infiltration: 2,739 Btu/hr Volume: 3,310 ft' Ceiling Upward: 855 Btu/hr Air Changes: 0.5 /hr Floor Downward: 875 Btu/hr RoomTemperature: 68 °F Total Heat Loss: 9,489 Btu/hr Supplemental: 3,248 Btu/hr Total Room Loss: 9,490 Radiant to Room Load: 5,366 Btu/hr Unit Load: 16.2 Btu/hr/ft~ Total Radiant Load: 6,242 Btu/hr Unit Load: 18.9 Btulhr/ft= Floor Total Area: 331 ftz Downward Load: 875 Btu/hr Unheated Area: 0 ftz Heated Area: 331 fB Construction: Joist (16" OC) Cover Rv: 2.11 °F~ft~-hr/Btu Structure Rv: 1 °F-fl2•hr/Btu Insulation Rv: 15 °F•ft2~hr/Btu Space Below Heated: From Same Source Surface Temperature: 76.1 °F Design Temp. Drop: 20 °F Ceiling Total Area: 331 ftz Unheated Area: 331 ftz Heated Area: 0 ft2 Construction: Gypsum Wall board Cover Rv: 0 °F•fl~•hr/Btu Insulation Rv: 35 °F•ft2•hr/Btu Space Above Heated: No Other Components Component Length (ft) wdth/(~H)eight Area (ftz) Rv (°F•ft~-hr/Btu) Heat Loss (Btuthr) Wall-1 39 10 390 20 5022 Window-1 0 0 36 2.77 1209 Page 17 of 22 Created using Uponor Advanced Design Suite - 6.7.0 Project #: 080508080040 Heat Loss Details ~ ~~ ~ Date: Aug 05, 2008 Prepared For: Snow Country Services Kent Zeltner Dahl Plumbing 780 Nottingham Rd PO Box 18306 Avon, CO 81620 Prepared By: Eric Kelley Phone: 970-949-9101 Fax: 970-845-9926 Email: eric.kelley~hajoca.com Window-2 0 0 14 2.77 470 Window-3 0 0 27 2.77 907 V1/indow-4 0 0 36 2.77 1209 Net Wall 277 20 1227 Master Bath {Floorplan 3j Total Area: 185 ft= Average Height: 10 ft Volume: 1,850 fN Air Changes: 0.5 /hr RoomTemperature: 68 °F Components: 1,738 Btu/hr Infiltration: 1,531 Btu/hr Ceiling Upward: 462 Btu/hr Floor Downward: 259 Btu/hr Total Heat Loss: 3,990 Btu/hr Supplemental: 0 Btu/hr Total Room Loss: 3,990 Radiant to Room Load: 3,731 Btu/hr Unit Load: 20.2 Btu/hr/ftz Total Radiant Load: 3,990 Btu/hr Unit Load: 21.6 Btu/hr/ft~ Floor --~ - Total Area: 185 ft= Downward Load: 259 Btu/hr Unheated Area: 0 ft= Heated Area: 185 ft= Construction: Joist (16" OC) Cover Rv: 0.61 °F~ft~•hr/Btu Structure Rv: 1 °F•flz~hdBtu Insulation Rv: 15 °F•ft~~hr/Btu Space Below Heated: From Same Source Surtace Temperature: 78.1 °F Design Temp. Drop: 20 °F Ceiling Total Area: 185 ft= Unheated Area: 185 ftz Heated Area: 0 ft~ Construction: Gypsum Wall board Cover Rv: 0 °F•flz•hrlBtu Insulation Rv: 35 °F~ft=•hr/Btu Space Above Heated: No Other Components Component Length (ft) width/Height Area (itz) Rv (°F~R°-hr/Btu) Heat Loss (Btu/hr) (~) Page 18 of 22 Created using Uponor Advanced Design Suite - 6.7.0 Heat Loss Details ~ ~ Project #: 080508080040 Date: Aug 05, 2008 Prepared For: Snow Country Services Kent Zeltner Dahl Plumbing 780 Nottingham Rd PO Box 18306 Avon, CO 81620 Prepared By: Eric Kelley Phone: 970-949-9101 Fax: 970-845-9926 Email: eric.kelley~hajoca.com Wall-1 9 10 90 20 1448 Window-1 0 0 36 2.77 1209 Net Wall 54 20 239 Skylight-1 2.5 2.5 6.3 2 291 Loft (Floorplan 3) Total Area: 179 ft2 Components: 1,814 Btu/hr Average Height: 10 ft Infiltration: 1,481 Btu/hr Volume: 1,790 ft' Ceiling Upward: 362 Btulhr Air Changes: 0.5 /hr Floor Downward: 473 Btulhr RoomTemperature: 68 °F Total Heat Loss: 4,129 Btu/hr Supplemental: 754 Btu/hr Total Room Loss: 4,129 Radiant to Room Load: 2,902 Btu/hr Unit Load: 16.2 Btu/hr/ft2 Total Radiant Load: 3,375 Btu/hr Unit Load: 18.9 Btu/hrlfrz Floor Total Area: 179 ft= Downward Load: 473 Btu/hr Unheated Area: 0 ftz Heated Area: 179 ftz Construction: Joist (16" OC) Cover Rv: 2.11 °F•ft2•hrlBtu Structure Rv: 1 °F•f6•hr/Btu Insulation Rv: 15 °F~ft~•hr/Btu Space Below Heated: From Same Source Surface Temperature: 76.1 °F Design Temp. Drop: 20 °F Ceiling Total Area: 179 ftz Unheated Area: 179ftz Heated Area: 0 ftz Construction: Gypsum Wall board Cover Rv: 0 °F•ft~~hr/Btu Insulation Rv: 35 °F•ftz•hr/Btu Space Above Heated: No Other Components Component Length (ft) hvidth/(~H)eight Area (ftz) Rv (°F•t~•hNBtu) Heat Loss (Btulhr) Page 19 of 22 Created using Uponor Advanced Design Suite - 6.7.0 Project #: 080508080040 Heat Loss Details ~~ ~~ Date: Aug 05, 2008 Prepared For: Snow Country Services Kent Zeltner Dahl Plumbing 780 Nottingham Rd PO Box 18306 Avon, CO 81620 Prepared By: Eric Kelley Phone: 970-949-9101 Fax: 970-845-9926 Email: eric.kelleyt~hajoca.com Wall-1 0 10 0 20 0 Net Wall 0 20 0 Skylight-1 0 0 39 2 1814 Bedroom #3 (Floorplan 3) Total Area: 230 ft2 Components: 2,324 Btu/hr Average Height: 10 ft Infiltration: 1,903 Btulhr Volume: 2,300 ft' Ceiling Upward: 594 Btu/hr Air Changes: 0.5 /hr Fioor Downward: 608 Btu/hr RoomTemperature: 68 °F Total Heat Loss: 5,429 Btu/hr Supplemental: 1,092 Btu/hr Total Room Loss: 5,429 Radiant to Room Load: 3,729 Btu/hr Unit Load: 16.2 Btu/hr/ftz Total Radiant Load: 4,337 Btu/hr Unit Load: 18.9 Btu/hrlft~ Floor Total Area• 230 ftz Downward Load: 608 Btu/hr Unheated Area: 0 ftz Heated Area: 230 ftz Construction: Joist (16" OC) Cover Rv: 2.11 °F~ft=•hr/Btu Structure Rv: 1 °F•ft~~hr/Btu Insulation Rv: 15 °F~ft~•hr/Btu Space Below Heated: From Same Source Surtace Temperature: 76.1 °F Design Temp. Drop: 20 °F Ceiling Total Area: 230 ftZ Unheated Area: 230 ftZ Heated Area: 0 ftz Construction: Gypsum Wall board Cover Rv: 0 °F~fB•hr/Btu Insulation Rv: 35 °F•ft2~hr/Btu Space Above Heated: No Other Components Component Length (ft) Width/Height Area (ft2) Rv (°F•ft~-hr/Btu) Heat Loss (Btu/hr) (~) Wall-1 13 10 130 20 2325 Page 20 of 22 Created using Uponor Advanced Design Suite - 6.7.0 Heat Loss Details Project #: 080508080040 ~~ ~ ~ Date: Aug 05, 2008 Prepared For: Snow Country Services Kent Zeltner Dahl Plumbing 780 Nottingham Rd PO Box 18306 Avon, CO 81620 Prepared By: Eric Kelley Phone: 970-949-9101 Fax: 970-845-9926 Email: eric.kelley~hajoca.com Door-1 3 7 21 2.17 900 Window-1 0 0 20.3 2.77 682 Window-2 4 3 12 2.77 403 Net Wall 76.7 20 340 Bath #3 (Floorplan 3) ~.~--- Total Area: 85 fB Components: 663 Btuhv Average Height: 10 ft Infiltration: 703 Btu/hr Volume: 850 ft' Ceiling Upward: 220 Btu/hr Air Changes: 0.5 Ihr Floor Downward: 110 Btu/hr RoomTemperature: 68 °F Total Heat Loss: 1,696 Bha/hr Supplemental: 0 Btu/hr Total Room Loss: 1,696 Radiant to Room Load: 1,586 Btu/hr Unit Load: 18.7 Btu/hr/ftz Total Radiant Load: 1,696 Btu/hr Unit Load: 20 Btu/hr/ftz Floor Total Area: Unheated Area: Heated Area: Construction: Cover Rv: Structure Rv: Insulation Rv: Space Below Heated: Surtace Temperature: Design Temp. Drop: 85 ft2 0 ft2 85 ft= Joist (16" OC) 0.61 °F•ft~•hr/Btu 1 °F•ftz•hr/Btu 15 °F~ftz~hr/Btu From Same Source 77.3 °F 20 °F DownwaM Load: 110 Btu/hr Ceiling Total Area: Unheated Area: Heated Area: Construction: Cover Rv: Insulation Rv: Space Above Heated 85 ftz 85 ft2 0 ftz Gypsum Wall board 0 °F~ft=•hr/Btu 35 °F•ftz~hr/Btu No Other Components _._ - Component Length (ft) wdth/(ftH)eight Area (Rh Rv (°F•ft~•hr/Btu) Heat Loss (Btu/hr) Page 21 of 22 Created using Uponor Advanced Design Suite - 6.7.0 Heat Loss Details ~ Project #: oso5ososoo4o ~~ ~ Date: Aug 05, 2008 Prepared For: Snow Country Services Kent Zeltner Dahl Plumbing 780 Nottingham Rd PO Box 18306 Avon, CO 81620 Prepared By: Eric Kelley Phone: 970-949-9101 Fax: 970-845-9926 Email: elic.kelley~hajoca.com Wall-1 13 10 130 20 663 Window-1 0 0 3 2.77 101 Net Wall 127 20 562 Page 22 of 22 Created using Uponor Advanced Design Suite - 6.7.0 Bleier ~ Associates ~° _~ Engineering Services, LLC ~ ~ ~ ~-~' ~ w'r IUI 04 TOWN OF ~ld~l~. SUBSURFACE ANALYS ~ ~~ ®~ Vai6 OF SOIL CONDITIONS Y ~~ at 2570 BALD MOUNTAIN ROAD EAGLE COUNTY, COLORADO For William Hein Associates 3035 East Alameda Avenue Denver, CO 80209 May 13, 2008 JOB # 08-0135-01 r t t ,~) ~ ®6a •~fi~ 7 tn} s ~rA O/ i 9 c. 0~ `;~ .~~`/>j ``~`~ r ~,~;;°' ~,; ~ L ~~ 7304 S. Alton Way, Suite 3A, Centennial, Co 80112 Phone: 720-200-6600 Fax: 720-200-6601 www.BAES.biz email: ba@BAES.biz TABLE OF CONTENTS INTRODUCTION ........................................................................... 1 ON-SITE CONDITIONS ...................................................................... 1 PROPOSED CONSTRUCTION ............................................................ 1 INVESTIGATION PROCEDURES ...................................................... 1 INVESTIGATION FINDINGS ........................................................... 2 FOUNDATION RECOMMENDATIONS ............................................. 2 CONCRETE SLAB CONSTRUCTION ................................................... 3 SUBSURFACE DRAINAGE .............................................................. 4 SURFACE DRAINAGE ................................................................... 5 GENERAL COMMENTS .................................................................. 5 APPENDIX William Hein Associates For 2570 Bald Mountain Road Eagle County, CO Job #08-0135-01 The following report is a description of the soil conditions as well as an evaluation of the engineering properties of the soils at 2570 Bald Mountain Road, Eagle County, Colorado. These findings are based upon a geotechnical boring performed at the site and subsequent laboratory analysis of the samples obtained from the boring. All descriptions and evaluations are performed in accordance with established industry procedures and applicable national and local codes. Because of the nature of the soils at the site, an excavation observation is required prior to construction of the structures stated below. The cost of this service is not included with this report. The excavation observation shall be performed before any placement of foundation structure. Establishing an observation appointment is the responsibility of the owner or his designated agent. If the construction described below should be modified, or if soil conditions inconsistent with those described in this report are found during the construction process, Bleier & Associates Engineering Services shall be notified before any further construction proceeds. Any failure to comply with these conditions, or failure to follow the recommendations presented in this report, shall establish that this report will be considered void and any liability for subsequent proximate injury to any property or person as a result of soil movement or soil failure is not the responsibility of Bleier & Associates Engineering Services. ON-SITE CONDITIONS The site is currently occupied by an existing single family residence. The site has vegetation, has adequate surface drainage, and has a slight with steeper slopes at the boundaries of the property. PROPOSED CONSTRUCTION To the best of our understanding, the construction proposed at the site is an addition to the existing residence. It is unknown at the date of this report whether the new construction will include a basement. INVESTIGATION PROCEDURES One exploratory boring was performed on May 9, 2008 using a 4 inch auger at the location described in Figure 1. At intervals samples were taken using a two inch 1 of 6 5/13/2008 William Hein Associates For 2570 Bald Mountain Road Eagle County, CO Job #08-0135-01 diameter California sampling tool and returned to the laboratory for testing. The boring concluded at a depth of 20 feet. The documentation of the boring is found in the Drill Log, Figure 2. The tests performed on the undisturbed samples include the following: • Gradation • Dry Density • In-situ Moisture Content • Swell/Consolidation INVESTIGATION FINDINGS Based upon the field and laboratory investigation, the soil found at the site is a red/brown sadny gravel to the depth of the boring with evidence of a lens with a greater clat constituency from 7 to 12 feet. No evidence of ground water was found during the drilling process or upon checking the site 24 hours later. No evidence of significantly collapsible soil or significantly expansive soil was found. Remedial measures shall be not required for construction at the site. FOUNDATION IZJH:COMMENllATIONS Based upon analysis of the soil at the site, any structure shall be founded as noted below: FOUNDATION TYPE: SPREAD FOOTING/PAD ALLOWABLE BEARING PRESSURE 4000 PSF (DL + 1/2 LL) -CRAWL SPACE/GARAGE LEVEL EQUIVALENT HYDROSTATIC 40 PCF PRESSURE 1) All foundations shall be placed directly upon undisturbed indigenous soil. 2) All debris, organic material, and loose disturbed soil shall be removed prior to placement of concrete. 3) Indigenous excavated material may be used as backfill for foundation walls. The indigenous material shall be well wetted prior to placement. Great care shall be taken by the contractor responsible for backfilling to achieve proper compaction in 1 foot lifts of backfill while not damaging any foundation walls during construction. 2 of 6 5/13/2008 William Hein Associates For 2570 Bald Mountain Road Eagle County, CO Job #08-0135-01 4) Footings and pads are required to be a minimum of 16 inches wide. All reinforced foundations are required to be a minimum of 9 '/2 inches thick, with a minimum of 3 inches of cover below reinforcement and a minimum of 6 inches of cover above reinforcement. 5) If a footing or pad foundation is used, the bottom of all footings shall bear a minimum of 3 feet below final grade for frost protection. 6) If a thickened slab on grade is used, proper reinforcement, slab slope, impermeable joints, and drainage away from the slab are required. 7) Settlement is not expected to exceed total settlement of 1 inch nor differential settlement of '/2 inch. CONCRETE SLAB CONSTRUCTION It should be noted that all slabs will undergo some movement, regardless of the precautions taken to restrict the movement. Because slabs are a very light type construction, they are especially vulnerable to even the slightest soil movement. The design procedures below are created to minimize the slab movement and the effects on the concrete of that movement. There is a very low to non-existent risk of intolerable movement for all slabs. It is important to maintain proper positive drainage in these areas to mitigate or eliminate the possibility of movement. The following steps shall be part of any slab placement at the site: - Slabs shall be placed directly on indigenous soil. All non-natural cover, debris, and organic material shall be removed before placement of the concrete. - The soil shall be moistened but not wet prior to placement of concrete. The moisture content of the soil during placement should be keep as constant as possible throughout the placement process. Any areas where water is ponding must be cleared of the water through removal. - Any concrete slab shall be constructed as a floating slab. That is, the slab shall be isolated from all foundations, walls, and penetrations by properly placed suitable expansion material. - Control joints are required in slabs greater than 200 square feet in area, or greater than 14 feet in any one dimension. Control joints shall be cut or tooled to be a 3 of 6 5/13/2008 William Hein Associates For 2570 Bald Mountain Road Eagle County, CO Job #08-0135-01 minimum of one third of the thickness of the slab and shall be installed such that no portion of the slab has an area greater than 200 square feet nor 14 feet in any one dimension. - Concrete shall be reinforced by a minimum of/2% of the gross area of the slab with properly placed steel. Either reinforcing bars or welded wire mesh are acceptable reinforcement, depending upon the thickness of the slab. - If a forced-air conditioning is used and the furnace is located on the slab, a minimum 3 inch flexible connection between the furnace and the ductwork should be provided. - Proper 3 inch minimum slip joints shall be used for all bearing walls and stair structure. Additionally, stairs should used strapped connections at the tops of stringers where they connect to the landing or the first floor to ensure that the stair structure properly floats. Water infiltration or a change in water content is the single greatest factor in undesirable slab movement and subsequent cracking. Steps should be taken to prevent water from infiltrating the soil beneath any slab, including but not limited to properly sloped slabs, impermeable joints to adjacent construction, and proper slope away from the slab and structure. SUBSURFACE DRAINAGE Subsurface drainage is required for all habitable space below grade. Though a perimeter drain and dampproofing is not required for structures over crawl spaces or slabs placed at or near grade and structural features such as garages, we recommend that they be treated similarly in order to protect these foundations from the effects of water infiltration. A typical perimeter drainage system is shown in Detail 2 of this report. Note that the perimeter drain system must discharge into either a properly installed sump pit or must daylight to an outside drainage area. Because of the topography of this site, it is possible that it will support a daylighted drainage system. If a sump pit is placed at the site, it is the homeowner's responsibility that the sump pit is drained by a properly functioning and drained sump pump. The pump should be monitored periodically by the homeowner to ensure that it remains in proper working order. A sump pit that is not pumped can cause significant soil movement problems, which in turn can damage foundations and structural elements of the residence. 4 of 6 5/13/2008 William Hein Associates For 2570 Bald Mountain Road Eagle County, CO Job #08-0135-01 SURFACE DRAINAGE Grading shall be performed such that water drains away from any construction at a slope of 10% - 1 foot vertically in 10 feet horizontally - for a minimum of 5 feet from the construction. This will most likely require that material be placed near the exterior foundation walls to enhance the grade. Indigenous material excavated during the construction process may be used for this purpose. Any area near the construction that collects water shall be filled immediately so that water runs away from the area. Properly installed and maintained gutters are very effective in keeping water from penetrating in excessive amounts near any foundation. Downspouts shall discharge into minimum 4 foot long splash blocks directing water away from any foundation or construction. Detail 1 shows typical surface drainage for a structure. Lawns and vegetation requiring irrigation greater than that naturally provided should be planted a minimum of 5 feet from any structure or foundation. Irrigation systems should not be allowed to distribute water closer than 5 feet from any structure or foundation. A sloped buffer of decorative bark or gravel underlain with geofibrous material is a very effective barrier for prevention of water infiltration into foundation areas. Never use expansive soils to backfill areas around foundations unless specifically approved by a qualified engineer. GENERAL COMMENTS This report has been generated by a registered engineer licensed in the State of Colorado. All work pertaining to and related to the report has been performed either by that engineer or under his direct supervision. All recommendations pertain specifically to the project referenced in this report. Any construction performed using those recommendations must be done in the immediate vicinity of the boring locations denoted in this report, which is considered to mean that the excavation must be performed within 25 feet of the boring locations. If the construction moves, Bleier & Associates Engineering Services shall be notified to perform a site visit upon excavation and before any further construction is performed to verify that the soils at the new location are consistent with those in the report. It is possible that new borings may be required at additional cost. Because of the diverse nature of soils in the Front Range area, moving the construction location outside the immediate boring location will void this report unless proper notification to Bleier & Associates Engineering Services is made and the verification of the properties of the soils at the new location is performed by a representative of the company. 5 of 6 5/13/2008 William Hein Associates For 2570 Bald Mountain Road Eagle County, CO Job #08-0135-01 This subsurface analysis is limited in scope to the information contained in this report. Any foundation and structural plans using this information shall be performed by a professional engineer registered in the State of Colorado and having expertise in the field of structural engineering. Bleier & Associates Engineering Services is not responsible for structural design unless specifically contracted to perform such duties. It is recommended that Bleier & Associates Engineering Services be allowed to review foundation and structural designs and specifications to verify the proper implementation of this report. Bleier & Associates Engineering Services has not been contracted to perform any environmental investigation or services at this site, nor is this report intended to provide any environmental information, and as such is not liable for environmental issues, hazardous materials, or unknown conditions at the site. It is recommended that all construction be performed by a qualified contractor familiar with construction of this nature. Permitting is required to allow construction to commence and should be obtained from the proper authority prior to the commencement of work. Any questions regarding the contents of this report should be referred to Bleier & Associates Engineering Services before work is begun on the item in question. 6 of 6 5/13/2008 APPENDIX ~~ W ~- o Q ~ ~ ¢ o 0 0 0 ~ o Q o ~~o N Z rv O M ~ ~ ~ ~ z Qv~ O m~w~ z ~ j0~ p ~vo~ _ v I- ~ o ~ 0U Q Q v~ '~ ~ J -~ ~ .. O o Q o U o ~ N ~ ~` _ N J ~ ~ o _ ~ ~ - - ~ I o ~( ~ - Q I M J Q '~~ _ O " ,~~i w uj ~ `~ Q z ~ ~ \ ~U ~ ~ ~ - ,9 I G ocn X y ~' w I a ~~ ,~ a~ ~~ a~ a~ ~ mw Z - - O Z Q~wg X w ~ ~ Z ~ 0~~~ d ~ 2 Q Qov~ oZ~O wg~;Z ~Jwo ~Q~~ z ~ zoWQ d ~~;,vw o~-za Noy ,,, d iw lw- V Z uouw Zvzj ~ Q~wO ~ o~w~t ZOI-a z ~ _ O w w V 0 Q v20° o z ~ ~ ~ ~ QF-QVQ ~O°zd O oowF- a QQ~O Figure 1 RI FIFR AND ASSOCIATES ENGINEERING SERVICES. LLC PROJECT Addition to a PROJECT NO. BORING NO. BORING LOG single family 08-0135 B1 SITE BEGUN 5/9/08 2570 Bald Mountain Road Eagle County, CO GROUND WATER CHECK AT FIRST CHECK ELEVATION DRILLER LOGGER Paleosol GG ~ w o_ a_ ~ ~ o_ z COMMENTS DENSITY WATER SAMPLE/ LAYER BLOW ~ n- _ ~ a o DESCRIPTION g y. ~ F ~ ~ J CONTENT DEPTH COUNT wo ~ ~ 0 0 `~~ .- •• r.~ .- •• t~~ .- •• t~~ .- C 125.6 1.1 4 50/6 4 ; slightly sandy gravel, dry, red/brown ~ .- ~- • r•~ .- •• r.~ 7 7 C 120.0 8.6 9 32 9 gravelly clay/sand, very hard, dry, red/ brown 12 12 : ~`~: :~~~ ~~~ ~'r• :~`• C 135.3 5.4 14 50/8 14 ~~:Ilf ~ clayey, sandy gravel, dry, red/brown i!!• :. !: •~• . .r~~. :•~-: ~i~i -iii :! ~• . f: ~ . . ~~!• :•!• f~-: r .~i~ X n/a n/a 19 50/0 19 Refusal 19 19 FICA. "LA N U .~ N C ~L C .~ C w N a--~ _N U O Q L m Q N qH L~L m Q J M O O L E Z 0 '~ (6 O C .~ C O ~_ (6 m 0 r N N N N (0 ~U O N Q C .~ 2 ca C ~_ U Q ~ ~ ~ c m ~ > a~ ~ L C U ~ ~ ~ c ca c ~ U ~ ~ ~ ~, O >, O ~ O ~ ~ ~ ~ f 6 ~ ~ ~ cn ~ L O ~ U ~ 0 c~a U `~ C7 J C~ vi U c~ U c ~ 0 O M O 00 U ~ ~ y ca ~ ca ~ U c o c O O M N U ~ In O ~ Q N r N r M r ~ a--' ~ _ d? ~ CO ~ ~ ~ ~ M ~ U ~ ~' ~ C M M O cn jL M ~ .N ~ ~ N M M Q ~ ~ M ~ ~ M M N (n ~ 07 M M ~ O 00 ~ d7 N ~ ~ ~ ~ ~ ~ ~ r r ~- ~ m m m m (_~ BLEIER & ASSOCIATES ENGINEERING SERVICES SWELL/CONSOLIDATION DATA +12 +11 +10 +g +8 +~ +g +5 +4 +3 +2 +1 0~ -1 -2 -3 -4 -5 -6 -7 -8 -9 -10 -11 JOB NUMBER 08-0135-01 BORING B1 DEPTH 9FEET WA TE R COMMENTS AD DE D 100 500 900 1K 5K 9K 10K 20K 1. Plants in xeriscape shall not require precipitation that exceeds the normal yearly rain fall. 2. Sprinkler systems adjacent to the foundation shall not :~: i distribute water onto xeriscape. ~ i 3. The xeriscape area shall be lined on the bottom with a ~ ~ geo-synthetic liner prior to the placement of gravel or i:i :,: wood chips. ' ~' 4. Backfill around the foundation shall be moistened and :~: ~ ~ compacted to a standard that minimizes the possibility :~: i ; i of settlement. ~ ~ i 5. Slope final grade from foundation wall minimum b" in ~ ~ first 5'-0" C1O%). i:i ;, ; b. Extend downspouts beyond xeriscape area. i:~ ~: ~:~ :~: ~ ~ ~ 4'-O" MINIMVM i:i :i: i:i : , : ~ XERISCAPE AREA i:i :i: J J Q z 0 {--- Q Z O _ i..~ 0~ ~ 'o ~~0~ b MIL POLYETHYLENE ATTACH TO FOVNDATION PROVIDE OPENING AND SLOPE AWAY. FOR DRAINAGE o~°-Q' o_ Fi na 1 G rah i ng and Bleier & Associates Drainage Deta i I Engineering Services, LLC 7304 S. Alton Way, Suite 3A, Centennial, CO 80112 DETAIL'1 Phone: 720-200-6600 Fax: 7Z0-Z 00.6601 e-mail: baes@baes.biz "OWNER SHOVED VERIFI' THAT OPERAI-IONAL PUMP IS PLACED IN PITAND THAT WATER IS PI:OPEIa_Y CI-IANNELED BY PUMP TO APPROPRIATE EXTERIOR DRAINAGE. ' Df\YLIGHTED DRf\INS SHOVED BE SCREENED AT- END TO PRE\~ENT DEBRIS AND RODENTS FI:OM CLOGGING DRAIN. !_ NONEXPANSIVE _~ BAC I<FI LL BACI<FILL SHALL BE MOISTENED AND COMPACTED TO A LEVEL THAT I`11NIMIZES CONSOLIDATION, BVT DOES NOT Df\MAGE THE FOVNDAI-ION WALL DURING PLACEMENT. ~ DAMPPROOFING POLYETHYLEN E PERMANENTLY ATTACHED TO FOUNDATION WALL AND PLACE UNDER DRAIN. 3/4" OR LARGER GRADED AGGREGATE, CLEAN - GRAVEL, OR DRAIN TILE EXTERIOR PERIMETER DRAIN DETAIL DETAIL ? ~~O ~ a0 0 0 ~ /~ a~ O QO ~~ ~ ~~~~\~~~ NN//~X/~ PERMEABLE FILTER FABRIC OR #15 BUILDING FELT ~o N 4" DIA. PERFORATED TUBING DRAINING TO SUMP PIT OR DAYLIGHTING TO APPROPRIATE DRAINAGE PATTERN. SLOPE OF TUBING MINIMUM 2~ IN ALL PLACES. Bleier & Associates Engineering Services, LLC 7304 S. Alton Way, Suite 3A, Centennial, CO 80112 Phone: 720-200-6600 Fax: 720.200-6601 E-Mail: baesC~baes.biz ' OWNER SHOULD VERIFY THAT OPERATIONAL PUMP IS PLACED IN PITAND THAT WATER IS PROPERLY CHANNELED BY PUMP TO APPROPRIATE EXTERIOI: DRAINAGE. ' DAYLIGHTED DRAINS SHOULD BE SCREENED AT END TO PREVENT DEBRIS f\ND RODENTS FROM CLOGGING DRAIN. NONEXPANSIVE BACKFILL BACKFILL SFIALL BE MOISTENED AND COMPACTED TO A LEVEL T-HAT MINIMIZES CONSOLIDATION, BUT DOES NOT DAMAGE THE FOUNDATION WALL DURING PLACEMENT. DAMPPROOFING POLYETHYLENE PLACE OVER DRAIN. ~O ~ ,~Or~O 4 ~ v O~ ~, O 0~ ~ 1 1 PERMEABLE FILI-ER FABRIC OR #15 BUILDING FELT 3/4" OR LARGER GRADED AGGREGATE, CLEAN GRAVEL, OR DRAIN TILE 4" DIA. PERFORATED TUBING DRAWING TO SUMP PIT OR DAYLIGHTING TO APPROPRIATE DRAINAGE PATTERN. SLOPE OF TUBING MINIMUM 2% IN ALL PLACES. DRAIN DETAIL PER 1997 UBC SECTION 1825.3 AND 2003 IRC SECTION 8405.1 CODE MINIMUM STANDARDS. INTERIOR PERIMETER DRAIN DETAIL DETAIL 2 (ALT) 7304 S. Alton Way, Suite 3A, Centennial, CO 80112 Phone: 720.200.6600 Fax: 720.200.6601 e-mail: baesC~baes.biz Bleier & Associates Engineering Services, LLC NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES * V * M 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 SFR BUILD PERMIT Permit #: B08 -0264 Project #: PRJ07 -0215 Job Address: 2570 BALD MOUNTAIN RD VAIL Location......: WEST UNIT Parcel No....: 210103403008 OWNER WILLIAMS, EDDIE D. 08/05/2008 Phone: 303 - 866 -0800 22 POLO CLUB DR. DENVER CO 80209 APPLICANT BILL HEIN -WM HEIN ASSOC. 08/05/2008 Phone: 720 - 205 -0665 8505 EAST TEMPLE DR. DENVER CO 80237 CONTRACTOR WILLIAMS, EDDIE D. 08/05/2008 Phone: (303) 866 -0800 8400 E. CRESCENT PARKWAY #200 GREENWOOD VILLAGE COLORADO 80111 License: 444 -L Status .. : ISSUED Applied ..: 08/05/2008 Issued ...: 07107/2009 Expires ...: 10/09/2008 �o�. 3 .,Z«L 2 v GA— � v l �k Z_ ` 3 Description: REMODEL & ADDITION Occupancy: R3 Single Family Residence Type Construction:VB Valuation: $500,000.00 Total Sq Ft Added: 0 ............................ xx.......,,.... ................. FEE SUMMARY ....,................_...«. ...x......................... ,..,........... Building Permit Fee ------ > $3,233.75 Will Cal Fee --------------------- > $4.00 Total Calculated Fees ------------- > $15,249.69 Plan Check--------------- - - - - -> $2,101.94 Use Tax Fee --------------------- > $9,800.00 Additional Fees------------------ - - - - -> $0.00 Add'] Plan Check Hours -> $110.00 Restuarant Plan Review - - - - -> $0.00 TOTAL PERMIT FEES--------- - - - - -> $15,249.69 Investigation------------ - - - - -> $0.00 Recreation Fee------------ - - - - -> $0.00 Payments ------------------------------- > $15,249.69 Total Calculated Fees--- - - - - -> $15,249.69 BALANCE DUE ------------------------ > $0.00 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 FOR INSPECTIO, S L BE MADE TWENTY -FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:00 AM - 4:00 PM. Signature of Own r or Contractor Date Pri t Na e b I d_a It_co n st ru ct i o n_pe rm it_041908 APPROVALS Permit #: B08 -0264 as of 07 -07 -2009 Status: ISSUED ******##+#*****###*#**##*+##****++#*#*****++++#******+****+#++##***+++###**#**#***+##*+****##*##+###*#******##*******#***++#**#***+*##**++*++***++**** + # + # + * * * * # # # * * + + + # # # * * * * # * # * + #* Item: 05100 BUILDING DEPARTMENT 08/29/2008 JRM Action: AP 06/30/2009 JRM Action: AP REVISIONS TO CHANGE LOCATION OF WINDOW AND SCREEN WALLS APPROVED Item: 05400 PLANNING DEPARTMENT 08/28/2008 bgibson Action: AP The facia /soffit shall be a plum cut to match the existing roof and the other side of the duplex. office set routed to JR. 06/29/2009 bgibson Action: AP revisions approved by planning. plans routed to JR. Item: 05600 FIRE DEPARTMENT 08/06/2008 drhoades Action: AP Monitored fire alarm system required and shall comply with NFPA 72(2002) and VFES standards. Fire sprinkler system recommended. DRB plan review done by JJR. Same notes. 08/26/2008 drhoades Action: AP If monitored fire alarm system exists, separate permit / shop drawings are required. Entire system must comply with NFPA (2002 ed.) and VFES Standards. **###****#*#*#****+*##***+++*##******###****+#*##***+*****#**#####***#####*****###******###*****###*###*******+**++**#****++####**+*#*#*****#*#***++## # * * * + + # # # * * * * * * # # * * * * * # # * * * * * *# See the Conditions section of this Document for any that may apply. bld_alt_construction_pe rm it_041908 xxxxx ++ xxxxx + + ++ xxxxx +x ++ xxxx +x + ++ xxx + + ++ xxxxx +.r + +xx + + +x ++ xxxx + + ++ xxxx +x + + + +xx:rx + +xx:r +++ xxxxx +xxxx + + + + + + +xx +r ++ +xxx+ +xxxx ++ xxxxx +xxxxxx + +xxxxw+ +xxx ++ xxxxx+ +xxx ++ :xxxx + + +xx + + + + + +xx ++ CONDITIONS OF APPROVAL Permit #: B08 -0264 as of 07 -07 -2009 Status: ISSUED +xxxxx + + ++ xxx + ++ + xxxx. + + + +xxxxxxx +xx +.., ++ xxx +..+ +xxxxx ++ xxxxx.... + +xx + + +. xxx, + ++ xxx ..xx + + + +. + + +xxxxxxxx + + + + + + ++ xxx +xxxxxxx ,xxxxxxxxxxxxxx xxx + + + ++ xxx. + + +x + ++ +xxxx+ +xxxx + +xxxx +xx Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 16 (BLDG.): (SFR) SMOKE DETECTORS ARE REQUIRED PER SECTION R313 OF THE 2003 IRC. Cond: CON0010213 Monitored fire alarm system required and shall comply with NFPA 72(2002) and VFES standards. Cond: CON0010280 The applicant shall install plum -cut soffit/facia to match the existing roof and the other side of the duplex. b I d_a It_co n st ru ct i o n_pe rm it_041908 TOWN OF VAIL, COLORADO Statement Statement Number: R090000805 Amount: $110.00 07/07/200902:10 PM Payment Method:Credit Crd Init: SAB Notation: VISA - FINLEY ----------------------------------------------------------------------------- Permit No: B08 -0264 Type: ADD /ALT SFR BUILD PERMIT Parcel No: 2101- 034 - 0300 -8 Site Address: 2570 BALD MOUNTAIN RD VAIL Location: WEST UNIT Total Fees: $15,249.69 This Payment: $110.00 Total ALL Pmts: $15,249.69 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------- - - - - -- ------------------------ - - - - -- ------ - - - - -- PF 00100003112300 PLAN CHECK FEES 110.00 Transmittal Form ision Submittals: D ,, , /"Field Set" of approved plans MUST accompany revisions 2. No further i ections will be performed until the revisions are approved & the permit is re- issued. 3. Fees forr wing revisions are $55.00 per hour (2 hour minimum), and are due upon issuance. Permit #(s) information Revisions () Response to Correction Letter _attached copy of correction letter () Deferred Submittal () Other Description / List of •- MAO i Project Address: ��Lr _ _ j 4& Contact InformAtion Company: Company Ph: Fax: Contact Nam .� Contact Ph: Cell: 4I/� E -Mail Town of Vail Contractor Registration No: X Signature (required) Revised ADDITIONAL Valuations (Labor & Materials) (DO NOT include original valuation) Building $ Plumbing $ Electrical $ Mechanical $ Fire Sprinkler /Alarm $ Total $ x a►13 t Attention: 9 (Use additional sheet if necessary) Date Received: W i A, ,--), -% Q�41,1 TOWN OF /£ 9 (Use additional sheet if necessary) Date Received: W i A, ,--), -% Q�41,1 Boding "a Roof Siding Other Wall Materials Fascia Soff its Windows Window Trim Door Trim Hand or Deck Rails Flues Flashing Chimneys Trash Enclosures Greenhouses Retaining Walls Exterior Lighting Other PROPOSED MATERIALS Notes: Please specify the manufacturer's name, the color name and number and attach a color chip. F:\cdev\FORMS\PERMTTS\Planr*V\drb_-ack#bori-11-23 F CC� o V, [E --- D IF, 2 Ut H09 i 7 of 14 1 is TOWN OF'VAIL (04/16/2009) Bill Gibson - Lock on B08 -0264 Page 1 From: Bob Webb To: ComDev Date: 04/16/2009 9:35 AM Subject: Lock on B08 -0264 Lock has been removed from B08 -0264 @ 2750 Bald Mountain Rd, violations have been corrected. Thanks Bob W. Jul O O 07:56a Bill Hein 303 - 698 -0665 �... ±l� Generated by REScheck -Web Software Compliance Certificate Energy Code: 20031ECC Location: Vail, Colorado Construction Type: Single Family Glazing Area Percentage: 25% Heating Degree Days: 9248 I Construction Site: Owner /Agent: Des no /Contractor �1 G�i.� /rte ��J +4\ Ceiling: Cathedral Skylight: Wood Frame, 2 Pane w/ Low-F= Wail: Wo�d Frame, 16in. O.C. Window: Wood Frame, 2 Pane w/ Low -E Door. Solid Basement: Solid Concrete or Masonry Wall flight 7.7' Depth below grade: 5.0' insulation depth: 7.7' Floor All -Wood Joist rruss Over Uncond. Space Floor. Aii -Wood JoistlPruss Over outside Air Craw): Solid Concrete or Masonry Wall height: 3.9' Depth below grade: 3.4' Insulation depth: 2.2' Inside below -grade depth: 1.6' Your ILIA: 376 Gross Cavity R- Cont. Area or Value Value Perimeter 1488 34. 'q� ` 32 '^' ' 2701 21.0 21.0 686 44 547 10.0 10.0 55 21.0 21.0 77 38.0 38.0 55 10.0 10.0 22 0. 4 70 15 63 0.350 240 0.100 4 25 1 1 5 Compliance Statement The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2003 IECC requirements in REScheck -Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name - Title Signature Date f�li /A p.2 Project Title: Report date: 07/08/09 Data filename: Page 1 Jul 09 09 07:56a Bill Hein 303- 698 - 0665 P. Generated by REScheck -Web Software Inspection Checklist C flings: Ceiling: Cathedral, R -34.0 cavity + R -34.0 continuous insulation Comments: A ove -Grade Walls: Wail: Wood Frame. 16in. o.c.. R -21.0 cavity + R -21.0 continuous insulation Comments: rr sement Walls: Bas4ent: Solid or��rete or Masonry, 7.7' ht / 5_0' bg r 7_7' in ul, R -7 0. vity + R -10.0 continuous insul Comments: _ ng that covers the Exterior insulation has a rigid, opaque, weather - resistant protective coveri posed (abo insulation and extends at least 6 in. below grade. I Windows: *Window: Wood Frame, 2 Pane w/ Low -E, U- tactor: 0.350 For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: Skylights: Skylight: Wood Frame, 2 Pane w/ Low -E, U- factor. 0.470 #Panes Frame Type Thermal Break? Yes No Comments: -- Doors: " RDoor_ Solid, U- factor: 0.100 Comments: Floors: Floor: All -Wood Joist/Truss Over Uncond. Space, R -21.0 cavity + R -21.0 continuous Insulation Comments: Floor: All -Wood JoisVTruss Over Outside Air, R -38.0 cavity + R -38.0 continuous insulation Comments: Crawl Space Walls: l Crawl: Solid Concrete or Masonry, 3.9' ht / 3.4' bg / 2.2' ext. insul / 1.6' inside bg depth, R -10.0 cavity + R -10.0 continuous 'Insulation Comments: Exterior insulation has a rigid, opaque, weather - resistant protective covering that covers the exposed (above- grade) insulation and extends at least 6 in. below grade. Air Leakage: Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed. Recessed lights are 1) Type IC rated, or 2) installed inside an appropriate air -tight assembly with a 0.5' clearance from combustible materials. If non -IC rated, fixtures are installed with a 3" clearance from insulation. yMini Minimum insulation requirement for skylight shafts equal to or greater than 12 inches Is R -19. Vapor Retarder. Installed on the warm -in- winter side of all non - vented framed ceilings, walls, and floors. Project Title: Report date: 07/08/09 ata filename: Page 2 J.u.l 09 09 07:56a Bill Hein 303 -698 -0665 p•4 Materials Identification: Materials and equipment are installed in accordance with the manufacturers Installation instructions. Materials and equipment are identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Insulation R- values and glazing U- factors are clearly marked on the building plans or specifications. Insulation is installed according to manufacturer's instructions, in substantial contact with the surface being insulated, and in a manner that achieves the rated R -value without compressing the insulation. Duct Insulation: NA ❑ Supply ducts in unconditioned attics or outside the building are insulated to at least R -11. El Return ducts in unconditioned attics or outside the building are insulated to-at least R -6. ❑ Supply ducts in unconditioned spaces are insulated to at least R -11. O Return ducts in unconditioned spaces (except basements) are insulated to R -2. Insulation is not required on return duds in basements. ❑ Where exterior walls are used as plenums, the wall is insulated to at least R -11. Duct Construction: l`A ❑ Duct connections to flanges of air distribution system equipment are sealed and mechanically fastened. Cl All joints, seams, and connections are securely fastened with welds, gaskets, mastics (adhesives), mastic- plus - embedded- fabric, or tapes. Tapes and mastics are rated UL 181A or UL 1818. Exceptions: Continuously welded and locking -type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). 13 The HVAC system provides a means for balancing air and water systems. Temperature Controls: >" Thermostats exist for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and /or cooling input to each zone or floor is provided. Service Water Heating: Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. X Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: N \ ❑ All heated swimming pools have an ontoff heater switch and a cover unless over 20% of the heating energy is from non- depletable sources. Pool pumps have a time clock. Heating and Cooling Piping Insulation: X HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Heated Water Non- Clrculadrip Runouts Circulating Mains and Runouts Temperature ( ° F) 1 Up to 1' Up to 1.25" 1.5" t o 2. Over 2" --- .._...._.... 170 -180 0.5 1.0 1.5 2.0 140 -169 0.5 0.5 1.0 1.5 100 -139 0.5 0.5 0.5 1.0 Table 2: I Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Rangeff) Insulation Thickness in Inches by Pipe Sizes ng Systems Pressurerremperature 201 -250 1.25" to 2.0" 2.5" to 4" 1.0 1.5 1.5 2.0 Project Title: Report date: 07/08/09 Data filename: Page 3 � 09 09 07:56a Bill Hein Low Temperature 106 -200 Steam Condensate (For feed water) Any Cooling Systems Chilled Water, Refrigerant and 40-55 Brine Below 40 NOTES TO FIELD: (Building Department Use Only) 0.5 1.0 0.5 1.0 1.0 1.0 0.5 1.0 303- 698 -0665 1.0 1.5 0.75 1.5 1.5 2.0 1.0 1.5 p.5 4 Project Title: Report date: 07/08/08 Data filename: Page 4 TOWN OF VAIL FIRE DEPARTMENT VAIL FIRE DEPARTMENT 75 S. FRONTAV3E ROAD VAIL, CO 81657 970 - 479 -2135 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ALARM PERMIT Job Address: Location.....: Parcel No...: Project No OWNER WILLIAM 22 POLO 2570 BALD MOUNTAIN RD VAIL 2570 BALD MOUNTAIN RD 210103403008 3, EDDIE D. 04/02/2009 CLUB DR. DENVER CO 80209 APPLICANT BILL HEIN -WM HEIN ASSOC. 04/02/2009 8505 EAST TEMPLE DR. DENVER CO 80237 CONTRACTOR GARRISON MULTI MEDIA, INC. 04/02/2009 P.O. BOX 1615 EDWARDS CO 81632 License: 155 -S Permit #: A09 -0019 Status ...: ISSUED Applied..: 04/02/2009 Issued . .. 04/21/2009 Expires. .: 10/18/2009 Phone: 303 - 866 -0800 Phone: 720 - 205 -0665 Phone: 970 - 926 -9700 Desciption: INSTALL A HARD WIRE FIER ALAMR LOW VOLTAGE MONITORED SYSTEM IN EXISTING DUPLEX Valuation: $3,495.00 ************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FEE SUMMARY ***************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Electrical --------- > $0. 00 "Total Calculated Fees - -> $363. 06 DRB Fee --------- > $0.00 Additional Fees ---------- > $55.00 Investigation ---- > $0.00 Total Permit Fee--- - - - - -> $418.06 Will Call --------- > $0 .0 0 Payments ------------------ > $418.06 TOTAL FEES - -> $363.06 BALANCE DUE--- - - - - -> $0.00 ****************************************************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Approvals: Item: 05600 FIRE DEPARTMENT 04/09/2009 drhoades Action: DN Resubmittal required. No point to point shown for hard wired system. No reflected ceiling plans shown. Battery calcs shown with 5 minutes (s /b 15) alarm time. 04/20/2009 drhodes Action: AP Approved as noted on plans. ****************************************************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** CONDITIONS OF APPROVAL ****************************************************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 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 FOR INSPECTION SHALL BE MADE SEVENTY -TWO HOURS IN ADVANCE BY TELEPHONE AT 970 - 479 -2252 FROM 8:00 AM - 5 PM. SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER TOWN OF VAIL, COLORADO Statement ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Statement Number: R090000341 Amount: $418.06 04/21/200903:38 PM Payment Method: Check Init: JLE Notation: 10948 DESIGN PERFORMANCE ELEC ----------------------------------------------------------------------------- Permit No: A09 -0019 Type: ALARM PERMIT Parcel No: 2101 - 034 - 0300 -8 Site Address: 2570 BALD MOUNTAIN RD VAIL Location: 2570 BALD MOUNTAIN RD Total Fees: $418.06 This Payment: $418.06 Total ALL Pmts: $418.06 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts - - - - -- -------------- - - - BP 00100003111100 - -- ------------------------ - - - - -- ------ FIRE ALARM PERMIT FEES 131.06 CL 00100003123000 CONTRACTOR LICENSES 55.00 PF 00100003112300 PLAN CHECK FEES 232.00 Deparbnent. of Cmmnw ty E opment', 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: W 2 s f w n;+— "'Z S'70 (Number) (Street) Vk ,� eO, D AG 5 1 (suite Building/Complex Name: t Contractor Information: Company � ( � .'t.� Company Address: ��Q L s U 110 C OW City State: eU Zip: 3 Z- Project It ? �""T (0 - d ;L 15 Building Permit #: c - 0 Ca Alarm Permit #: t7 00 Lot #: 33 Bock # 3 subdivision - yi IIG �'�• l3 Detailed ` Description of Work: Contact Name: �O �. �•. Gto� r r ! S o r\� `o w �) c>1'rr,.g rhr�v� t - r Contact Phone: C e, l I �(T U ' 3 '1 G S G� h 1 �,r s�P1 h (use additional sheet if necessary) E-Mail C- 61C) Town of Vail Contractor No.: X Co ct Signature (required) Property Information Parcel #: (For parcel #, contact Eagle County Assessors Office at 970 - 3284%40 or visit www.eaglecouty.uslpatie) Tenant Name: EA vJ i \ \l t ` U lnn Owner Name: e W A a l\ 1(1 Complete Valuation for Fire Alarm Permit: 0 vAtFIRF Df�MFNT Approved , ■ Appr J as Noted )n Ely:—��-,p 51 1. �i Does a Fire Alarm Exist? Yes( ) Does a Sprinkler System Exist? Yes ( ) Work Class: New ( ) Addition ( ) Remodel (Repair Retro-Fit ( ) Other ( ) Type of Building: Single - Family { ) Duplex { Multi - Family { Commercial ( ) Restaurant ( ) Other ( ) Date Received: No(y)� No I APR - 2 2009 �'J TOWN OF VA A_L._.. - _ FIRE ALARM PERMIT NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES nw O VV Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657 10�S OZ C t C ( p. 970.479.2139 f. 970.479.2452 inspections 970.479.2149 — ) ' 2 <)g -U2Co� ELECTRICAL PERMIT ADUP Job Address: 2570 BALD MOUNTAIN RD VAIL Location.....: 2570 BALD MOUNTAIN RD Parcel No...: 210103403008 OWNER WILLIAMS, EDDIE D. 01/12/2009 Phone: 303 - 866 -0800 22 POLO CLUB DR. DENVER CO 80209 APPLICANT BILL HEIN -WM HEIN ASSOC. 8505 EAST TEMPLE DR. DENVER CO 80237 CONTRACTOR BOARDWALK ELECTRIC PO BOX 2580 EDWARDS COLORADO 81632 License: 390 -E 01/12/2009 Phone: 720-205-0665 01/12/2009 Phone: 970-926-1665 Status ... Applied. . Issued. . . Expires. .: E09 -0005 PRJ08 -0215 ISSUED 01/12/2009 01/13/2009 07/12/2009 Desciption: NEW WIRING FOR ADDITION Valuation: $30,000.00 Square feet: 1800 FEE SUMMARY Electrical Permit Fee --------- > $86.25 Total Calculated Fees - -> $90.25 Investigation Fee--------- - - - - -> $0.00 Additional Fees ---------- > $0.00 Will Call Fee--------------- - - - - -> $4.00 Use Tax Fee ------------------- > $0.00 TOTAL PERMIT FEE --- > $90.25 Total Calculated Fees ------- > $90.25 Payments------------ - - - - -> $90.25 BALANCE DUE ---------- > $0.00 APPROVALS Item: 06000 ELECTRICAL DEPARTMENT 01/12/2009 SAB Action: AP PER APPROVED BUILDING PERMIT Item: 05600 FIRE DEPARTMENT CONDITIONS OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. 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 FOR INSPECTION SHALL BE MADE TWENTY -FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 811130 AM - 4 PM.. re rint Permit #: Project #: ate elec_prm_041908 TOWN OF VAIL, COLORADO Statement Statement Number: R090000035 Amount: $90.25 01/13/200910:30 AM Payment Method: Check Init: DDG Notation: Boardwalk Electric 1215 ----------------------------------------------------------------------- - - - - -- Permit No: E09 -0005 Type: ELECTRICAL PERMIT Parcel No: 2101 - 034 - 0300 -8 Site Address: 2570 BALD MOUNTAIN RD VAIL Location: 2570 BALD MOUNTAIN RD Total Fees: $90.25 This Payment: $90.25 Total ALL Pmts: $90.25 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------- - - - - -- ------------------------ - - - - -- ------ - - - - -- EP 00100003111100 ELECTRICAL PERMIT FEES 86.25 WC 00100003112800 WILL CALL INSPECTION FEE 4.00 Development Review Coordinator. NA101-P TOWNOV�AIL Amendment to the 2002 N.E.C. Town of Vail Ordinance 4 Series of 2005 ❑ Overhead services are not allowed in the Town of Vail. ❑ Underground services shall be in conduit (PVC) from the utility transformer to the electric meter, main disconnect switch, and to the first electrical distribution circuit breaker panel. ❑ The main disconnect switch shall be readily accessible, and located next to the meter on the exterior wall of the structure. All underground conduits are required to be inspected before back - filling the trench. ❑ In multi - family dwelling units, no electrical wiring or feeder cables shall pass from one unit to another. Common walls and spaces are exempt. ❑ NM Cable (Romex) can be used only in single and multi- family dwellings. Type NM cannot be used in any building mixed with Type A,B.E,F,H,I,M &S occupancies. ❑ Aluminum conductors smaller than size #8 are not permitted. TOWN OF VAIL ELECTRICAL PERMIT GUIDELINES ❑ All installations of exterior hot tubs or spa's require a DRB approval from planning. This application will not be accepted without a copy of the DRB approval form attached (if applicable). ❑ If this permit is for installation of an exterior hot tub or spa on a new elevated platform or deck over 30" above grade, you must also obtain a building permit. ❑ If this permit is for installation of an exterior hot tub or spa on any existing deck or elevated platform, a structural engineer must review the existing condition and verify that it will support the added concentrated load. Please provide a copy of the structural engineers wet stamped letter or drawing with this application. ❑ If this is a remodel in a multi - family building with a homeowners association, a letter of permission from the association is required. ❑ If this permit is for a commercial space, two (2) sets of stamped drawings are required. Electrical one -line and panel schedules are required if load is added or distribution is altered. I have read nd unde tan the a ove. Si ture Da a Si ned If you have any questions regarding the above information or have additional questions, please contact the Town of Vail Electrical Inspector at 970 - 479 -2147. The inspector can be reached on Monday thru Friday mornings between the hours of 8am and 9am. You may also leave a voice mail and the inspector will call you back. NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT MW OF Vv Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657 p. 970 - 479 -2139 f. 970.479.2452 inspections. 970.479.2149 MECHANICAL PERMIT ADUP Job Address: 2570 BALD MOUNTAIN RD VAIL Location.....: Parcel No...: 210103403008 OWNER WILLIAMS, EDDIE D. 22 POLO CLUB DR. DENVER CO 80209 APPLICANT RIO GRANDE CO. 3990 HAVANA STREET DENVER COLORADO 80239 License: 376 -M CONTRACTOR RIO GRANDE CO 3990 HAVANA STREET DENVER COLORADO 80239 License: 376 -M 06/18/2009 Phone: 303-866-0800 06118/2009 Phone: (303) 375 -0913 06/18/2009 Phone: (303) 375 -0913 Desciption: INSTALL TWO GAS FIREPLACES (GAS PIPING BY OTHERS) Valuation: $7,100.00 ALL TIMES Permit #: M09 -0087 Project #: PRJ07 -0215 Status ...: ISSUED Applied ..: 06/18/2009 Issued . .: 06/24/2009 Expires. .: 12/21/2009 ... ��..,,..>.**, �........,......, �<« .............». ..... >.....,......�.. ""* * * * * * ** *FEE SUMMARY....,..............................,::*, �...«..<,......«.... ..........�.............. «. «... Mechanical Permit Fee --- > $160.00 Will Call ------------ > $4.00 Total Calculated Fees --- > $204.00 Plan Check ------------------- > $40.00 Use Tax Fee ------ > $0.00 Additional Fees------ - - - - -> $0.00 Investigation------------ - - - - -> $0.00 TOTAL PERMIT FEE --- > $204.00 Total Calculated Fees - -> $204.00 Payments------------ - - - - -> $204.00 BALANCE DUE --------- > $0.00 APPROVALS Item: 05100 BUILDING DEPARTMENT 06/18/2009 JLE Action: AP CONDITION OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 25 (BLDG.): GAS APPLIANCES SHALL BE VENTED ACCORDING TO CHAPTER 5 OF THE 2003 IFGC. Cond: CON0010808 SEPARATE PERMIT FOR GAS PIPING BY OTHERS REQUIRED. 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. AM /FPM. FOR INSPECTION SHALL BE MADE TWENTY -FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:0( Signature of Oyvy(er or Contractor Print Name Date m e ch ca n i ca I_pe rm it_041908 ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOWN OF VAIL, COLORADOCopy Reprinted on 02 -01 -2013 at 09:36:29 02/01/2013 Statement ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Statement Number: R090000739 Amount: $204.00 06/24/200910:40 AM Payment Method: Cash Init: JLE Notation: RIO GRANDE ----------------------------------------------------------------------------- Permit No: M09 -0087 Type: MECHANICAL PERMIT Parcel No: 2101- 034 - 0300 -8 Site Address: 2570 BALD MOUNTAIN RD VAIL Location: Total Fees: $204.00 This Payment: $204.00 Total ALL Pmts: $204.00 Balance: $0.00 ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------- - - - - -- ------------------------ - - - - -- ------ - - - - -- MP 00100003111100 MECHANICAL PERMIT FEES 160.00 PF 00100003112300 PLAN CHECK FEES 40.00 WC 00100003112800 WILL CALL INSPECTION FEE 4.00 -ooier /Furnace Applications MUST Include: ❑ Mechanical Room Layout/Plan with Dimensions b Combustion Air Duct Size and Location ❑ Flue or Vent Size a Gas Piping Plan (If applicable) d Heat Loss Calculations* E3 Equipment Cut Sheets for holler /Furnace *Not required for same size (om) boiler replacement with no system changes, or snow melt Project Street Address: (Number) (Street) (Suite #) Building /Complex Name: Contractor In ormation- Elrealace Aalnllcatpons MUST Include; d Equipment Cut Sheets for Fireplaces/Log-Sets (Manufacturer's info showing make, model & approval listing) Office Use: Project M. r K,_� (3 — Q - 2 - 1 S Building permit #: _ 1 lam' Mechanical permit #: _ M O q M \z�a 1-1V Lot # Block # Subdivision: \ 11V Company: IKA� r� Company Address: ��Q Detailed Description of work City. State: Contact Name : Contact Phone: ' -1 g. (,A D- (use additional sheet If necessary) E -Mail Q- " � �• C � ❑ Gas Piping Included Town of Rl Cd n'"fr_a e91stMtIon No • - m Gas Plping by Others I C ntractor S gna. re (required) (Property Information Parcel #:Q ©` -_ I (For parcel l!, contact Eagle County Assessors t7ffice st 970 -328.8(340 or visit www.eaglecounty.us/patle) ' Tenant Name: (Commercial Propertles) Owner Name: Complete Valuation for Mechanical permit: Mechanical S: 12 e Wood to Gas Fireplace Conversion Boller Location: I Interior ( ) Exterior ( ) Other ( ) _.._.... _ ........ Number of Existing Fireplaces: I Gas Appliances Gas Logs Wood /Pellet Number of Proposed Fireplaces: Gas Appliances Gas Logs Wood /Pellet j Type of Building: Single- Famlly ( ) Duplex Multi - Family ( ) Commercial ( ) Restaurant ( ) Other ( ) Date Received! . � JUN 1'7 2009 TOWN OF V AIL 90/10 'd 'ON Xdd Wd 0120 MI 6002- 91 -Nnr MECHANICAL PERMIT NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES MWOFV Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657 p. 970 - 479 -2139 f. 970.479.2452 inspections. 970.479.2149 MECHANICAL PERMIT ADUP Job Address: 2570 BALD MOUNTAIN RD VAIL Location.....: Parcel No...: 210103403008 OWNER WILLIAMS, EDDIE D. 12/08/2008 Phone: 303 - 866 -0800 22 POLO CLUB DR. DENVER CO 80209 APPLICANT SNOW COUNTRY SERVICES, INC. 12/08/2008 Phone: 970 - 390 -1428 P.O. BOX 143 EDWARDS CO 81632 License: 304 -M CONTRACTOR SNOW COUNTRY SERVICES, INC. P.O. BOX 143 EDWARDS CO 81632 License: 304 -M 12/08/2008 Phone: 970 - 390 -1428 Desciption: NEW RADIANT FLOOR AND BASEBOARD HEAT (RE -USE EXISTING BOILER), RUN GAS PIPING FOR HOUSE; REVISE PERMIT 3/3/09 TO INCLUDE BATH FANS, DRYER AND KITCHEN VENTS Valuation: $16,600.00 Permit #: M08 -0310 Project #: PRJ07 -0215 Status ...: ISSUED Applied..: 12/08/2008 Issued . .. 03/03/2009 Expires . .: 06/08/2009 .««««««....,..«.««««......««.«..««««.«««..«..,... « « « «.. « « * «... « «. *. «. «. *.. «. «..« *.FEE SUMMARY....««..««««....«««....*...«..*,,....**««.««...«.,...«,...« .,,. «.. «.. « «. «.... «,,....... «.. Mechanical Permit Fee --- > $340.00 Will Call ------------ > $4.00 Total Calculated Fees --- > $429.00 Plan Check ------------------- > $85.00 Use Tax Fee ------ > $0.00 Additional Fees------ - - - - -> $0.00 Investigation------------ - - - - -> $0.00 TOTAL PERMIT FEE --- > $429.00 Total Calculated Fees - -> $429.00 Payments------------ - - - - -> $429.00 BALANCE DUE --------- > $0.00 APPROVALS Item: 05100 BUILDING DEPARTMENT 12/08/2008 JLE Action: AP 12/08/2008 JLE Action: CR NEED HEAT LOSS CALCS, BOILER CUT SHEET AND BOILER ROOM INFO. CALLED APPLICANT. 12/09/2008 JLE Action: AP CONDITION OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 22 (BLDG.): COMBUSTION AIR IS REQUIRED PER CHAPTER 7 OF THE 2003 IMC AND SECTION 304 OF THE 2003 IFGC AS MODIFIED BY TOWN OF VAIL. Cond: 25 (BLDG.): GAS APPLIANCES SHALL BE VENTED ACCORDING TO CHAPTER 5 OF THE 2003 IFGC. 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 FOR INSPECTION SHALL BE MADE TWENTY -FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:0( AM -4 PM. _._..- ............. _. ... _ ... mechcanical_permit_041908 TOWN OF VAIL, COLORADO Statement Statement Number: R090000202 Amount: $75.00 03/03/200911:40 AM Payment Method: Check Init: JLE Notation: 1020 SNOW COUNTRY SERVICES Permit No: M08 -0310 Type: MECHANICAL PERMIT Parcel No: 2101 - 034 - 0300 -8 Site Address: 2570 BALD MOUNTAIN RD VAIL Location: Total Fees: $429.00 This Payment: $75.00 Total ALL Pmts: $429.00 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------- - - - - -- ------------------------ - - - - -- ------ - - - - -- MP 00100003111100 MECHANICAL PERMIT FEES 60.00 PF 00100003112300 PLAN CHECK FEES 15.00 Transmittal Form Revision Submittals: 1. "Field Set' of approved plans MUST accompany revisions 2. No further inspections will be performed until the revisions are approved &the permit is re- issued. 3. Fees for reviewing revisions are $55.00 per hour (2 hour minimum), and are due upon issuance. Revisions Permit #(s) information applies to: Attention: () Response to Correction Letter _attached copy of correction letter Deferred Submittal O Other Project Address: Description / List of Changes: F.Q. Contact Information Company: Company Ph: ax: Contact Name: V - Contact Ph: ` Cell: E -Mail: 1 Town of Vail Contractor Registration No: jo 4-' NI X Signatu Revised ADDITIONAL Valuations (Labor & Materials) (DO NOT include original valuation) Building $ Plumbing $ Electrical $ Mechanical $ Fire Sprinkler /Alarm $ Total $ I 0.00 $115,00 (Use additional sheet if necessary) Date Received: MAR TOWN OF VAIL NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES TMWNO VVAf! ' Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657 p. 970 - 479 -2139 f. 970.479.2452 inspections. 970.479.2149 MECHANICAL PERMIT ADUP Job Address: 2570 BALD MOUNTAIN RD VAIL Location.....: Parcel No...: 210103403008 OWNER WILLIAMS, EDDIE D. 12/0812008 Phone: 303 - 866 -0800 22 POLO CLUB DR. DENVER CO 80209 APPLICANT SNOW COUNTRY SERVICES, INC. 12/08/2008 Phone: 970 - 390 -1428 P.O. BOX 143 EDWARDS CO 81632 License: 304 -M CONTRACTOR SNOW COUNTRY SERVICES, INC. 12/08/2008 Phone: 970 - 390 -1428 P.O. BOX 143 EDWARDS CO 81632 License: 304 -M Desciption: NEW RADIANT FLOOR AND BASEBOARD HEAT (RE -USE EXISTING BOILER), RUN GAS PIPING FOR HOUSE Valuation: $14,000.00 Permit #: M08 -0310 Project #: PRJ07 -0215 Status ...: ISSUED Applied..: 12/08/2008 Issued. .: 12110/2008 Expires . .: 06/08/2009 ��...., �...<.. �* ��.... �.,..... �...,.. �+ ,. >...,...�........,......�,. «« «...,,........ SUMMARY ...........,.«.,...,*....<.... �« ............. �.. �.......« . *........,..�.......,,....�a�. Mechanical Permit Fee --- > $280.00 Will Call ------------ > $4.00 Total Calculated Fees --- > $354.00 Plan Check ------------------- > $70.00 Use Tax Fee ------ > $0.00 Additional Fees------ - - - - -> $0.00 Investigation------------ - - - - -> $0.00 TOTAL PERMIT FEE --- > $354.00 Total Calculated Fees - -> $354.00 Payments------------ - - - - -> $354.00 BALANCE DUE --------- > $0.00 Item: 05100 BUILDING DEPARTMENT 12/08/2008 JLE Action: AP APPROVALS 12/08/2008 JLE Action: CR NEED HEAT LOSS CALCS, BOILER CUT SHEET AND BOILER ROOM INFO, CALLED APPLICANT. 12/09/2008 JLE Action: AP CONDITION OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 22 (BLDG.): COMBUSTION AIR IS REQUIRED PER CHAPTER 7 OF THE 2003 IMC AND SECTION 304 OF THE 2003 IFGC AS MODIFIED BY TOWN OF VAIL. Cond: 25 (BLDG.): GAS APPLIANCES SHALL BE VENTED ACCORDING TO CHAPTER 5 OF THE 2003 IFGC. 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 FOR INSPECTION SHALL BE MADE TWENTY -FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:0( AM - 4 PM., mechcan icbl_perm it_041908 i A TOWN OF VAIL, COLORADO Statement Statement Number: R080002334 Amount: $354.00 12/10/200811:06 AM Payment Method: Check Init: RLF Notation: 1141 snow country services ----------------------------------------------------------------------- - - - - -- Permit No: M08 -0310 Type: MECHANICAL PERMIT Parcel No: 2101 - 034 - 0300 -8 Site Address: 2570 BALD MOUNTAIN RD VAIL Location: Total Fees: $354.00 This Payment: $354.00 Total ALL Pmts: $354.00 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------- - - - - -- ------------------------ - - - - -- ------ - - - - -- MP 00100003111100 MECHANICAL PERMIT FEES 280.00 PF 00100003112300 PLAN CHECK FEES 70.00 WC 00100003112800 WILL CALL INSPECTION FEE 4.00 Mechanical Room Layout drawn t scale to include: _ Mechanical Room Dimensions _ Combustion Air Duct Size and Location _ Flue, Vent and Gas Line Size and Location _ Heat Loss Calculations Equipment Cut / Spec Sheets Project Address 6 o Contractor Information u Company: 2 U C Company Address: City: r -/ Q ✓ cQ S {� St�a Zip: 2 Contact Name C_. < d`�C— Contact Ph: Cell: ? i L2 E -Mail: LZ C` Vl e 1 Town of Vail Contractor Registration No: X Contractor ignature (required) Property Information Parcel #: Legal Description: Lot # Subdivision: Job Name: Owner Name: Blk # Mailing Address: (For Parcel # Contact Eagle County assessors Office at 970 - 328 - 8640 or visit www.eaglecounty.us/patie) Architect( ) Designer( ) Engineer( ) Name: Phone: Fax: E -Mail J35 q 00 Project #. I - �G J Building Permit #: 1 � Mechanical Permit #: Q ` Detailed Description of Work: 'U-A A ZZS 96a o ff" (Use additio al sheet if essary) Complete Valuation for Mechanical Permit: Mechanical $ / Work Class: j New () Addition (/Remodel (Repair () Other ( ) F Boiier Location Interior Exterior ( ) Other ( ) No/Type Existing Fireplaces: j Gas Appliances(() Gas Logs ( ) Wood /Pellet ( ) No/Type Proposed Fireplaces: Gas Appliances( Z) Gas Logs ( ) Wood /Pellet ( ) Building Type: Single - Family ( ) Two - Family (Multi- Family ( ) Commercial Date DEC -5 2000 TOWN OF VAIL MECHANICAL PERMIT APPLIGATIUN The following items MUST be attached to this permit application O w 0 CD m (D CL :' C a 0 0 D CL v 0 CD Cn V) 0 N 0 N N a) D v x C 3 v r N v r_ 0 n ��Ovm 2 r - v - v C O O O C (D 0 1 1 ca 0 o ca5CD= (D F ncn 0 + lD v , rt 3 Z U N (7 (D 1 v 1 '�+ M (D " W (D � CD P r 3 CD 0 CD s A c o r- �:?:r- 0 K O mwN3.- C) a v < w m Q �� @ a m CTI (1) °m =o vu, Omm cnn� C) -1 oml 3� o rnrn 1 m , 3 O W 1 - n i �� (n N -a N 0 it a - n o TI O 0 CD o w 6 O 0 0 0 , O -n O� N�� Q N O p w O O 0 N a N N N 0 (D O 0 w � v w <<XvX- I-- I- I -I - O am m -no 0 0 0 0° C C Qy2a1 a a_p1 N a 3 3 +, � � (D m n -0 G = A) 0 0 0 , G O O_ CD 7 0 y 01 1 . O CD -a r "* (D = v a: 0 oo..^'a ahoy 3 u 0 CL c A) a o a a w Cil w m O -• N .A 0) -4 wOO(A) -N mw OD (O cn (O w Ui �G) °O 0 0 o W W W�W07 C N s zr ::F ZY v U) C0 V 1- 0 Fmilk cn C 2 / � \V iU �r r N N cn C m m CD Q W m 0 7, w CD =r m m 3 T V 9 O(a Z3 CD 00 (O O Z O O _. � = 1 p 0 go CO 03 , Q. m xp m CO O X I co OD A U1 w CO 0) v CF) O ? m 30 O z m m �, 0 O T N U J O O 9 N o 3 (D -z o °• 0 * D C o to 00 CD o � to w ,� o 000 ., Ol o ( fD N O _ m (h 00 0 v (� N 2 CD W c D CD W 11 m 3 (D C (D N 0 W T 31 C n' u, C 'o O O D CL 0 co' c m rn J 6 2 -r1 _ u ti O y V r p1 O O C C N 9: Q W m o p '1 o_ 3 ( D z s o o o ;u O ' m CD N n Q 3 _� O 3 3 u 0 0 O O w t oo (D 3 lD � N C N 3 cr 3 O 0(a CD co O O Z O A m ( C O � O 3 1 Q T R v X Q co OW O X W O O O W O O 00 m N W O O N 3 mp 3 0 o CD 00 = O O cD Dm W m N � - O CD cn O W O O co lu M �7 3 o 2. 3 v Ph o �! 0D Q a n t� CO CA O 0 O p O O] O W W � O W A N W DD CWD CD ur 00 O N y W W O N O C. O O A O O O O m � O W m O (D co y y v ° A O O 0 O O A O O O O 0 W @ O a C � C am O O o .. = 0 0 0 o O o o — ID o' II � ww o. V / V/ I I O O O O O O O O O O N y A W C7 N 0 N j 00 A W s v M J 00 W W J O O 7 _ o W O N N 00 W O La A o 3 (r Q1 3 � ° o v ° o O o - _ � A AO O W A 3 0 J C. O O (WD O O J A :E O fu a °' —I A l Ln N v CNft A J r 0) o C o J C; N O w N J ° rn O 0.0 d (n N d so W W A W co C. 7 0 N J Ol m O o 0 d N J O - N W N 00 m O C .� p W 0 .Z1 C O N W A W OD C. 0 3 3 v ° °m fD 0 0 0 vCD M 0 3 tn. o C. 0 0 0 0 0 0 3 T. �� 2 -r1 (D O O V r p1 / VI N C C ' m CD Q W m 0 0 T" N (D 3 lD � E 3 cr 3 O 0(a CD co O O Z O A m ( C O � O 3 1 Q T v X Q co OW O X cn W CD N O O mp 3 0 o CD 00 n' rn � N O O cD lG v � o' 0 m 'a v v o Q 3 o 2. v Ph o �! 0D n t� CO CA O 0 Cf) � Co N CD 00 �p N O CD CD N CD ur 00 O (� w 0 W N (D w r O N N W c D v II -i 3 a v m T 0 0 W 0 r- 0 N 7 3 (D O A A A J co A A V W I o ° o CD N N N — I M O r2 O co (D OD ml O O A O W (n (D N m _ -C, A (n O A 1 C.J N rn OD cn (' w c ( O Ln -• A W A A O1 O co Ln M 8 iD W A co O) A a 0 0 0 CD w lD Q W l< m 0 � L11 (D (D T E 3 S O O (Q 7 (D 00 (0 O J Z O O (D M . (0 3 o3 a T T X 0 O W 4 O O X 00 cn w 0) O O< rnp 3 0 0 CD 00 n O j, N (D O (D lam` N O n p n O 2 CD r U) / N V/ W I t i i i 1 CD (D Q � o -• U� 0 0 D 0 00 n O0 r O ( D `z O 0 cn CA 0 N N 0 - O O CD CD m O , P (n 00 O W � � W p_ N (D O W 0 ;ry W CL W W S O O 3 W W N W O J (D W Ul w W > 2 D (D co (Jt W O J lD OD (n w a su D7 O. A O W N N o (D J N G W O c O O (0 0 CL O cn O Lh y v O O o O O 0 o � c0 a0 N O A N N ( aC CA i 0 0 _o (D o A S O W 00 ' N W M W (D O 7 X W N W W d 0 d O O) N (D O N W -� O J O 7 �+ 7 O 0 v O Z! _ C) m co A w N (D OD (n O O O Au a w rn -i p A to w to iD N rm O m O m v U O N d 0 Ut A W (D r Et Q — O. O rn c ( O O O B v v cD 0 0 0 0 0 (D 0 3 p� T 0 0 W 0 r- 0 N 7 3 (D O A A A J co A A V W I o ° o CD N N N — I M O r2 O co (D OD ml O O A O W (n (D N m _ -C, A (n O A 1 C.J N rn OD cn (' w c ( O Ln -• A W A A O1 O co Ln M 8 iD W A co O) A a 0 0 0 CD w lD Q W l< m 0 � L11 (D (D T E 3 S O O (Q 7 (D 00 (0 O J Z O O (D M . (0 3 o3 a T T X 0 O W 4 O O X 00 cn w 0) O O< rnp 3 0 0 CD 00 n O j, N (D O (D lam` N O n p n O 2 CD r U) / N V/ W I t i i i 1 CD (D Q � o -• U� 0 0 D 0 00 n O0 r O ( D `z O 0 cn CA 0 N N 0 - O O CD CD m O , P (n 00 O NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES MWNO VVAfIL ' Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657 O 2G��( l<1�`^�- OZ` -� p. 970.479.2139 f. 970.479.2452 inspections 970.479.2149 PLUMBING PERMIT ADUP Job Address: 2570 BALD MOUNTAIN RD VAIL Location.....: Parcel No...: 210103403008 OWNER WILLIAMS, EDDIE D. 12/08/2008 Phone: 303 - 866 -0800 22 POLO CLUB DR. DENVER CO 80209 APPLICANT SNOW COUNTRY SERVICES, INC. 12/08/2008 Phone: 970 - 390 -1428 P.O. BOX 143 EDWARDS CO 81632 License: 284 -P CONTRACTOR SNOW COUNTRY SERVICES, INC. 12/08/2008 Phone: 970 - 390 -1428 Permit #: Project #: Status ... Applied .. Issued . . . Expires. .: P08 -0160 PRJ07 -0215 ISSUED 12/08/2008 12/10/2008 06/08/2009 P.O. BOX 143 EDWARDS CO 81632 License: 284 -P Desciption: PLUMBING FOR NEW MASTER BATH AND NEW FIXTURES THROUGH -OUT UNIT Valuation: $10,000.00 ..................*... .............. ...... *.... *......,.......� *. «. FEE SUMMARY .....................*...«.......*....... ... «..,.... *.............. +.... Plumbing Permit Fee --- > $150.00 Will Call ------------------ > $4.00 Total Calculated Fees --- > > $191.50 $0.00 Plan Check ---------------- > $37.50 Use Tax Fee ------------ > $0.00 Additional Fees ------------ $191.50 Investigation--------- - - - - -> $0.00 TOTAL PERMIT FEES - -> Total Calculated Fees - -> $191.50 Payments ------------------- > $191.50 BALANCE DUE------ - - - - -> $0.00 APPROVALS Item: 05100 BUILDING DEPARTMENT 12/08/2008 JLE Action: AP CONDITION OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. 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 FOR INSPECTION SHALL BE MADE TWENTY -FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:0( AM - 4 PM. Signature of Owner or Contractor Print �Z- 1n Date plmbpermt1_041908 TOWN OF VAIL, COLORADO Statement Statement Number: R080002336 Amount: $191.50 12/10/200811:10 AM Payment Method: Check Init: RLF Notation: 1141 snow country services Permit No: P08 -0160 Type: PLUMBING PERMIT Parcel No: 2101 - 034 - 0300 -8 Site Address: 2570 BALD MOUNTAIN RD VAIL Location: Total Fees: $191.50 This Payment: $191.50 Total ALL Pmts: $191.50 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------- - - - - -- ------------------------ - - - - -- ------ - - - - -- PF 00100003112300 PLAN CHECK FEES 37.50 PP 00100003111100 PLUMBING PERMIT FEES 150.00 WC 00100003112800 WILL CALL INSPECTION FEE 4.00 Project Address: dry)o x.\ d fy -V :,r) Contractor Information Company: \ u 1 Company Address: City: _ /PLC- 7`�lf� State: Zip: Contact Name: = l/ Contact Ph: Cell: E -Mail: EL Z_ @ � (� �9� r — A, I<1 Q Town of Vail Contractor Registration No: X __ Contract r Signature (required) Plumbing Valuation (Labor & Material) Plumbing $ /A 000 Property Information �1 Parcel #: d 1 0 1 ` C) 3 ' Legal Description: Lot # Subdivision: Job Name: Owner Name: Blk # Mailing Address: (For Parcel # Contact Eagle County assessors Office at 970 - 328 -8640 or visit www.eaglecounty.us/patie) , I q 1, (��o Project #: _� 1�- uv 1 y Building Permit #: Plumbing Permit #: T0% O Architect( ) Designer( ) Engineer( ) Name: Phone: Fax: E -Mail: Detailed Description of Work: L- e �- (Use additional sheet if necessary) Work Class: New () Addition (,I (Repair ( ) Other ( ) Building Type: Single - Family ( ) Two - Family (Multi- Family ( ) Commercial ( ) Townhome ( ) Other ( ) Date Received: DEC -5 2008 TOWN OF VAIL TOWN OF VAIL PLUMBING PERMIT APPLICATION 01 -28 -2010 Inspection Request Reporting Page 1 9:22 am Vail, CO City Of Requested Inspect Date Inspection Area Site Address A/P /D Information Activity: B08 -0264 Type: A -BUILD Const Type: Occupancy: Owner: WILLIAMS, EDDIE D. Contractor: WILLIAMS, EDDIE D. Description: REMODEL & ADDITION 90 BLDG -Final 303-868-1407 1 WILLIAMS D. JMONDRAGON C 5 NE NGI Thursday, January 28, 2010 JRM 2570 BALD MOUNTAIN RD VAIL WEST UNIT Sub Type: ADUP Use: VB Phone: 303 - 866 -0800 Phone: (303) 866 -0800 Status: ISSUED Insp Area: JRM Requested Time: 02:15 PM Phone: (303) 866 -0800 Entered By: JMONDRAGON K REQUIRED ORMED DUE TO MISSING FINALS Item: 534 PLAN -FINAL C/O Requested Time: 02:00 PM Requestor: WILLIAMS EDDIE D. Phone: (303) 866 -0800 Comments: 303 -868 -1407 Assigned To: JMONDRAGON Entered By: JMONDRAGON K Action: Time Exp: Inspection History Item: 501 PW -Acc ss /Staging /Erosion 10/09/08 Inspector: JGG Action: NR NOT READY FOR INSP )In Comment: Cancelled. Footing hole not deep enough. Item: 10 BLDG - FOOTING 10/13/08 **Approved* Inspector: JGG Action: NR NOT READY FOR INSPECTION Comment: Steel not hung n footers, forms not completed. Not read 10/24/08 Inspector: S� CJ Action: NR NOT READY FOR INSPECTION Comment: 10/27/08 Inspector: JGG Action: AP APPROVED Comment: Footing steel tied in OK. 10/27/08 Inspector: JGG Action: AP APPROVED Comment: This was a reinspection from 10/14/08. ** Item: 20 BLDG - Foundation /Steel * Approved 11/12/08 Inspector: GCD Action: CR CORRECTION REQUIRED REQS 2" CLR TO FORMS. Comment: 1.REBAR 2.SOME LOCATIONS REBAR EXCEEDS 18" OC. 3.MINIMUM SPLICE LAP IS 18" 4.AT CORNER ADD VERTS AND 1 IN CORNER 11/12/08 Inspector: shahn Action: DN DENIED Comment: NO ONE ON SITE, NOT READY FOR INSPECTION. 11/17/08 Inspector: JGG Action: AP APPROVED Comment: Contractor on site, foundation steel was OK. Item: 21 PLAN -ILC Foundation Plan ** Approved ** 07/08/09 Inspector: bgibson Action: AP APPROVED REPT131 Run Id: 10932 01 -26 -2010 Inspection Request Reporting Page 13 4:36 pm Vail CO - City Of Requested Inspect Date: Wednesday, January 27, 2010 Inspection Area: JRM Site Address: 2570 BALD MOUNTAIN RD VAIL A /P /D Information Activity: M09 -0087 Type: B -MECH Sub Type: ADUP Status: ISSUED Const Type: Occupancy: Use: Insp Area: JRM Owner: WILLIAMS, EDDIE D. Phone: 303 - 866 -0800 Contractor: RIO GRANDE CO. Phone: (303) 375 -0913 Description: INSTALL TWO GAS FIREPLACES (GAS PIPING BY OTHERS) Item: � 7 MECH -Final Requested Time: 08:00 AM Zeq ffdJMONDRAGON GRANDE CO. Phone: (303) 375 -0913 :om68.4407 sig Entered By: CGUNION K Time Exp: Co r . inspection performed fire aces are operational. Inspection History v Item: 200 MECH -Rough 12/02/09 Inspector: BW Action: DN DENIED Comment: No inspection, everything install and cocered up unable to inspect. Item: 340 MECH -Misc. Item: 390 MECH -Final 12/02/09 Inspector: BW Action: DN DENIED Comment: No rough mech. inspection performed, fire places are operational. Not approved REPT131 Run Id: 10926