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Home My WebLink AboutB07-0069TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ADD/ALT SFR BUILD PERMIT Permit #: B07-0069 Project # PRJ07-0059 Job Address: 343 BEAVER DAM RD VAIL Status ...: ISSUED Location.....: 343 BEAVER DAM RD Applied ..: 03/27/2007 Parcel No...: 210107112013 Issued ...: 05/01/2007 Expires ...: 10/28/2007 OWNER HERMAN, MICHAEL E. & KAREN M03/27/2007 343 BEAVER DAM RD VAIL CO 81657 APPLICANT BOLES CUSTOM BUILDERS, INC 03/27/2007 P.O. BOX 426 EDWARDS CO 81632 License: 168-B CONTRACTOR BOLES CUSTOM BUILDERS, INC 03/27/2007 P.O. BOX 426 EDWARDS CO 81632 License: 168-B ENGINEER MONROE-NEWELL ENGINEERS INC.03/27/2007 PO BOX 1597 AVON CO 81620 License: 0000002150 ARCHITECT MORTER ARCHITECTS 03/27/2007 2271 N. FRONTAGE RD. W., SUITE C VAIL CO 81657 License: 0000002076 Description: ADDITION OF GRFA TO A SFR Occupancy: R-3 Type Construction: VB Phone: 970-926-3202 Phone: 970-926-3202 Phone: 970-949-7768 Phone: 476-5105 ~~~ "~ 3 Valuation: $583,162.00 Revision Valuation: $0.00 Total Sq Ft Added: 626 r******s***m**~**~:**x****a***ss**********************~*******~****** FEE SUMMARY ********************~*x***a*xs*x***** ***s****a******~a**s*** Building-------> $3,632.75 Restuarant Plan Review--> $0.00 Total Calculated Fees--> $6,090.94 Plan Check----> $2,361.29 Recreation Fee--------------> $93.90 Additional Fees----------> $0.00 Investigation--> $0.00 TOTAL FEES--------------> $6,090.94 Total Permit Fee--------> $6,090.94 Will Call------> $3.00 Payments-----------------> $6,090.94 BALANCE DUE-------> $0.00 ********~**~*********************s**ra***********m*~******************s*********s**~********************************~*~~*****~**~**************** Approvals: Item: 05100 BUILDING DEPARTMENT 04/13/2007 jplano Action: CR CORRECTION LETTER SENT. F:\cdev\CHRIS\PERMIT.COMMENTS\B07-0069\B07-0069.DOC 04/27/2007 jplano Action: AP CORRECTIONS ADDRESSED Item: 05400 PLANNING DEPARTMENT 03/28/2007 bgibson Action: AP Item: 05600 FIRE DEPARTMENT 04/02/2007 DRhoades Action: APPR Alarm system in new addition must be compatible with existing system and also comply with NFPA 72 and the Town of Vail Standards. Item: 05500 PUBLIC WORKS 03/29/2007 gc Action: DN Provide a Public Way permit and silt fence detail. 05/01/2007 gc Action: AP See the Conditions section of this Document for any that may apply. 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 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM. ., n SIGNATURE OF OWNER OR FOR HIMSELF AND OWNER *****~:**************************~*~~*~**************~~*****~*~~****~**~:~~x**~***~****~*~~:*****~**:x***~:*** CONDITIONS OF APPROVAL Permit #: B07-0069 as of OS-O1-2007 Status: ISSUED Permit Type: ADD/ALT SFR BUILD PERMIT Applied: 03/27/2007 Applicant: BOLES CUSTOM BUILDERS, INC Issued: 05/01/2007 970-926-3202 To Expire: 10/28/2007 Job Address: 343 BEAVER DAM RD VAIL Location: 343 BEAVER DAM RD Parcel No: 210107112013 Description: ADDITION OF GRFA TO A SFR ************~***~***~:*~***~*~************~:~******* Conditions ~~~x*********~~*~***~****~~:***~**~:~~*~~~****~ 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: CON0008810 FRAMING ILC INSPECTION REQUIRED TOWN OF VAIL, COLORADO Statement ******************************************************************************************** Statement Number: 8070000593 Amount: $3,758.29 05/01/200702:00 PM Payment Method: Check Init: LC Notation: #041623/Boles ----------------------------------------------------------------------------- Permit No: B07-0069 Type: ADD/ALT SFR BUILD PERMIT Parcel No: 2101-071-1201-3 Site Address: 343 BEAVER DAM RD VAIL Location: 343 BEAVER DAM RD Total Fees: $6,090.94 This Payment: $3,758.29 Total ALL Pmts: $6,090.94 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts --- BP ----------------- 00100003111100 ------------------------------ BUILDING PERMIT FEES ------------ 3,632.75 PF 00100003112300 PLAN CHECK FEES 28.64 RF 11100003112700 RECREATION FEES 93.90 WC 00100003112800 WILL CALL INSPECTION FEE 3.00 ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOWN OF VAIL, COLORADOCopy Reprinted on 01 -30 -2013 at 15:53:15 01/30/2013 Statement ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Statement Number: 8070000370 Amount: $2,332.65 03/27/200710:48 AM Payment Method: Check Init: JS Notation: 5025 /BOLES CUSTOM BUILDERS ----------------------------------------------------------------------------- Permit No: B07 -0069 Type: ADD /ALT SFR BUILD PERMIT Parcel No: 2101 - 071 - 1201 -3 Site Address: 343 BEAVER DAM RD VAIL Location: 343 BEAVER DAM RD Total Fees: $17,555.18 This Payment: $2,332.65 Total ALL Pmts: $6,090.94 Balance: $11,464.24 ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------- - - - - -- ------------------------ - - - - -- ------ - - - - -- PF 00100003112300 PLAN CHECK FEES 2,332.65 0 APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSI(~~Ifi~ t > ~( S~ Project #: ~ 6~CJ /'W Building Permit #: t~ a 970-~#~`9-21d9 (Inspections) ~~Q~y~ . TOWN OF VAIL BUILDING PERMIT APPLICATION Separate Permits are required for electrical, plumbing, mechanical, etc.! 75 S. Frontage Rd. Vail, Colorado 87657 GUNIRAGTUR INFORMATION General Contractor: Town of Vail Reg. No.: Contact Person and Phone #'s: Boles Custom Builders, INC 168-B Brad Foster (970) 926-3202 Email address: bfoster(a)_bcbi.n Fax #: (g70) 926-2078 '`:~ COMPLETE VALUATIONS FOR BUILDING PERMIT Labor ~ Materials BUILDING: $ 516,126.00 ELECTRICAL: $24,176.00 OTHER: $ PLUMBING: $31,360.00 MECHANICAL: $11,500.00 TOTAL: $583,162.00 For Parce/ # Contact Ea /e Count Assessors Otfce at 970-328-8640 or visit www. ea /e-count . com Parcel # 210107112013 Job Name: Herman Residence Remodel Job Address: 343 Beaver Dam Road Vail, CO 81657 Legal Description Lot: 1 Block: 3 Filing: 3 Subdivision: Vail Village Owners Name: Michael Herman Address: 343 Beaver Dam Road Vail, 81657 Phone: (g16) 363-2509 Architect/Designer: Morter Architects Address: 2271 N.Frontage Rd. W. Suite C Vail Phone: (970) 476-5105 Engineer: Monroe & Newell Address: 70 Benchmark Rd. Avon, CO 81620 Phone: (g70) 949-7768 Detailed description of work: Addition & Interior Remodel Work Class: New () Addition (X) Remodel (~) Repair ( ) Demo ( ) Other ( ) Work Type: Interior (X) Exterior QC) Both ( ) Does an EHU exist at this location: Yes ( ) No (X ) Type of Bldg.: Single-family (X) Two-family ( ) Multi-family ( ) Commercial ( ) Restaurant ( )Other ( ) No. of Existing Dwelling Units in this building: 1 No. of Accommodation Units in this building: No/T a of Fire laces Existin Gas A liances Gas Los 1 Wood/Pellet Wood Burnin 1 No/T a of Fire laces Pro osed: Gas A liances 0 Gas Los 0 Wood/Pellet 0 Wood Burnin NOT ALLOWED Does a Fire Alarm Exist: Yes (X) No ( ) Does a Fire Sprinkler System Exist: Yes ( ) No (X) *****************************************'t***FOR OFFICE USE ONLY*******************~ ~~"; T e of Construction: J ~, Occupancy Group: Acce y: ~ ~i MAR 2'~ 2007 ~~ .._'.`.. F:\cdev\FORMS\Pemtits\Building\building_permit_4-21-06.DOC ~ ~ Page T-[~€`i r~"`-A--~=~~_" - ~4JZ~/2ZT06 T®VVN ~~ JAIL Building Plan Review List: Permit # S Single Family Dwelling Duplex/Townhome V-B construction Review date: ~-f -C)7 2003 IRC plan revisions fired YIN Reviewed by: IRC Approval date: Architectural: Digitize floor plans for building area totals. Correction Required Two-Family Dwelling Units: Y / One hour wall assembly for vertical separations to underside of roof sheeting (IRC R317.1) Y / One hour floor/ceiling assembly for horizontal separations. Supporting construction shall also have equal fire resistive rating. (IRC R317.1.1) Y / Check common walls or floors have minimum sound transmission class (STC) of 50. (IBC 1207) Townhomes: Y / (Two) one hour wall assemblies, or (one) two hour wall assembly (plumbing/mechanical penetrations not permitted) (IRC R321.2) Y / Check common walls have minimum sound transmission class (STC) of 50. (IBC 1207) Y / Continuity of common wall shall be continuous from foundation to roof sheeting and extend full length of the wall. (IRC R317.2.1) Y / Parapets shall be required unless alternate construction is provided per exceptions (IRC R317.2.2 and R317.2.3) Y / Each townhouse shall be structurally independent (IRC R317.2.4) Y / Check common wall detail is per actual structural wall/floor/roof conditions. Building alarming: Y / ~ Check location on property for exterior wall, overhang and opening protection. ~ne hour walls less than 3', overhangs, no openings <3' (IRC R302j Y /heck dwelling unit is maximum 3 stories and maximum 40' height (IBC Table 503, 101.2) Y / Check separation and opening protection specified between dwelling/garage or carport if not open on 2 or more sides (IRC R309) Y ! N' ~ Check no openings from garage directly into sleeping rooms (IRC R309) Y / ~ Check %z" gypsum board specified on underside of enclosed usable space under stairs (IRC R311.2.2) Y / iji-' Check one hour fireplace flue shaft for other than appliance fireplaces. (TOV) Y / Check minimum of one side hinged 3 ft. x 6ft.8in. exit door provided from dwelling to exterior. xit path may not travel through the garage. (IRC R311) Y / Check minimum room areas. One room 120 s.f., habitable rooms not less than 70 s.f. (IRCR304) Y /-Pd' Check habitable rooms not less than 7' in any dimension (IRC R304) Y / I~t' Check minimum 7' ceiling height in habitable rooms, hallways, bathrooms, laundry rooms and basements (IRC R305) Y / Di'~ Check for glazing area (8% of floor area) and natural ventilation (4% of floor area) in habitable rooms (IRC R303). See exceptions for mechanical ventilation. Media rooms/rec rooms etc. may be artificial light if mechanical ventilation system provided per IRC R303 Y / i~ heck ventilation in bathrooms (IRC R303.3) Y / t'd' Check bedrooms and basement for emergency escape door or window and window well (IRC R310) Mark egress windows on the plans for the field inspector. Check safety glazing provided in hazardous locations, highlight windows on floor plans for field inspector:(IRC' R308) Y / ~ glass in side hinged doors, sliding doors, shower doors Y / glass in shower, bath, hot tub, sauna etc. enclosures where window is <60" above floor Y / I~ glass within 24" of either door edge in closed position and <60" above floor. Y / i~ any glass panels >9 s.f. and <18" but >36" above floor Y / N' glass in railings Y /~d' glass within 5' of water's edge of pool or spa and <60" above floor Y / N~glass at top or sides of stairways within 36" Y / td' glass at bottom of stairways within 5' ~7 N Check rafter space or attic space ventilation specified and ridgeleave detail provided (IRC R806) Y /~id"" Check underfloor ventilation specified, or plans show other approved method per exceptions (IRC R408) Y /~ Check floor level and landings at doors. See exception for additional doors (IRC R311.4.3) Y / QY Check guards provided where required and detail provided. (R312) Y / N~ Check stairway for tread/riser size and nosing profile, open risers, width, landing size, handrail/guard (IRC R311) Y / DID Check fireplace chimney termination, 2' above roof within 10'. If decorative shroud is used on ~;1 factory built fireplace, it must be listed for use with the speck fireplace. (IRC R1004) Kf ~ Check weather protection specified on exterior walls and any waterproof decks with __ ..// enclosed space below. (IRC R703) Y /1~ heck dampproofing/waterproofing specified on basement foundation walls (IRC R406) Y / Dd" Check roof covering/underlayment specified. (IRC Ch. 9) ~'~YN./Check vapor retarder installed on warm side of insulation. (IRC R318) Y / pr Check any foam plastic insulation specified to have thermal barrier installed where exposed to /interior of building or crawl space. (IRC R314) Y /lV Check for pool, hot tub or spa on site plan. Check compliance with pool barrier provisions. Separate permit may be required if plans are not included. (IRC Appendix G) IRC Mechanical: Correction Required Y / N Check required heating is provided (IRC R303.8) Y / N Check clothes dryer location: Check vent length, and termination comply with (IMC 504, IRC M1501) Y / N Check mechanical equipment location: Check mechanical equipment is not located in a sleeping rooms, bathroom/toilet rooms or storage closet unless allowed per exceptions. (IMC 303.3, IRC G2406) Y / N Check any equipment in garage specified to be 6' above floor unless vehicle barrier is provided, then 18" above floor permitted. (IMC 304.3, IRC G2408.3, G2408.4, M1307.3) Y / N Check 30 deep working space provided in front of equipment (IMC 306, IRC M1305.1) Y / N Check door large enough to remove equipment (IMC 306, IRC M1305.1.2) Y / N Check mechanical room large in comparison with size of equipment (IMC 303.5, IRC G2409.4.1) Y / N Check floor drain provided in mechanical room (IMC 1004.6 ) J Y / N Check mechanical equipment vent shaft and vent termination shown. (IFGC 503.6) Y / N Note combustion air required per IMC Ch. 7 rovided with 1 hour construction on mechanical room side and 20 om is l i h Y / N p ro ca an Check mec minute door if equipment is over 400,000 Btu (TOV) Y / N Check if any mechanical equipment in crawl spaces is separated with 1 hour construction and 20 minute door. (TOV) Y / N Check fireplaces: Check total number of fireplaces are per Town Code 5-3-3. (1 EPA wood burner with max. 2 appliances, or 2 gas log set and 2 appliances.) Y / N Check fireplaces are specified to have gas log set if they are not an EPA unit. Y / N Check fireplaces in bedrooms are appliance units. (IMC 303 and IRC M1701.4) IPC Plumbing: Correction Re~ui e~d Y / ~" Check minimum sanitation facilities provided: bathroom, kitchen, water, sewage disposal. (IRC R306) Y / d Check sewer manhole elevation. Check if building sewer backwater valve, or valve and sump pump are required. (IPC 712 and 715) Y / AI' Check if garage floor drains are shown. Floor drains may not be connected to sewer unless interceptor is provided. (IPC 1003) Daylight to drain is permitted. Y / ~' Check any floor drains other than mechanical room noted to be provided with automatic trap primer valves where necessary. Laundry floor drains etc. (IPC 1002.4) check bathrooms: Y / pQ Check for minimum clearances at water closet, 30" wide, 21" clear in front (IPC 405.3.1, IRC 307) Y / ~ Check for minimum clearances at tub/shower, 24" clear in front (IRC R307) Y / ~ Check shower compartment meets minimum size, 900 sq. in.", 30" circle (IPC 417.4) Y / (~ Check for minimum clearances at lavatories, 21"clear in front (IRC R307) IRC Structural: Correction Re u d YCheck structural sheets of plans and details wet stamped and signed by Colorado State Licensed Engineer or Architect (IRC R301.1.3) Check the following plans are included: Y / DJ~ structural design loads and material specifications sheet Y / D~' foundation plans and details Y / DY dedicated floor framing plans for each floor level Y / ICI' dedicated roof/ceiling framing plans or truss layout Y /.Pd~ framing details Y / ~ soils report for correct lot Check desiQri criteria used in structural design: Y /dam// roof and deck live load per TOV snow loads: roofs >4:12 (80 psf) decks and roofs <4:12 (100psf) Y / I~ floor design for 40/30 psf live load and min. dead load if concrete topping or stone Y / PQ wind design for minimum 90mph (3 second gust), exposure referenced Y /I~t/~ seismic design for zone C Y / P'i foundation designed per soils report bearing capacity. Y / P~ Check specifications called out for lumber grades/species, beams (LVL, Glulam etc.), log grades, concrete, foundation reinforcing, steel framing Footinctffoundation, slab and floors: Y / Pd~ Check retaining wall design provided where greater than 4' in height Y /~4 Check footing ffoundation sized in accordance with soils report Y / Id Check footing, foundation stepped if site grade slopes greater than 10%. Top of wall/bottom of footing elevations shown. Y /~I Check foundation sections/details are provided for each type of footing/foundation and referenced on the foundation plan, dimensions clearly shown Y /~Kl Check foundation sill plate pressure treated or redwood, bolt spacing specified. Check joist/foundation wall connection details. Y / Dd" Check minimum frost depth specified for bottom of footing Y /ld Check minimum slab thickness is specified and expansion joints are shown between thickened slab at bearing walls and post footings per soils report if expansive soil Y / N~ Check proper bearing is provided at all bearing walls/columns. Trace loads from all levels above to the foundation. Y / DI' Check floor joist and beam spans, minimum bearing for beams or joists ends Y / Dr Check deck joist and beam spans, joist material suitable for exterior Y / j)Y Check joist hangers and beam hangers are specified, beam to beam connections specified Y /~I4 Check through bolting connections specified for side loaded (4) member LVL beams Y / Dlf ~ Check minimum underFloor joist/girder clearances Y /~_dl' Check floor sheathing type thickness and attachment Y / N Check all wood framing minimum 6" above grade Y /~W'~ Check wood framing not supporting dead load of masonry/concrete over 4" thick. See exceptions for veneer. Y / l~ Check support details are provided for stone or masonry veneer and height does not exceed 30', / or 38' at gable ends (R703.7) Y / PQ Check if masonry fireplace or prefab masonry type fireplace. Non-combustible support and construction details provided. Walls• Y / Check stud size and spacing and height specified and complies with specifications for bearing stud heights indicated on the plans. Y /,Pd' Check header specified over openings in stud~wall Y / ~ Check columns clearly specified at concentrated loads. Columns clearly shown where transferring from upper level Y /.N~ Check stud wall lateral bracing specified on plans. Roof: Y /~~ Check rafter, hip, valley, beam spans Y /~ Check ridge designed as beam or rafters ties provided at ceiling level Y / I~Check rafter hangers are shown, beam to beam connections specified, welding or bolting connections for bent beams specified Y / P~Check through bolting connections specified for side loaded (4) member LVL beams Y /~d''Check construction details provided for site built trusses (log or timber) Y / M Check truss layout plan if manufactured trusses, note truss shop drawings to be submitted at frame inspection Y /~ Check overframing at infill areas size/spacing specified Y / N' Check roof sheathing type, thickness and attachment specified ~~ a~ v~ 75 South Frontage Road 1/ail, Colorado 81657 970-479-2138 FAX 970-479-2452 www. vailgov.com TO: FAX/Email #: rnntractor/Applicant Boles Custom Homes Architect Morter proj# 0612 476-0710 926-2078 NUMBER OF PAGES: FROM: DATE: BUILDING PERMIT #: OWNERS NAME: SITE ADDRESS: OCCUPANCY GROUP: TYPE OF CONSTRUCTION: NUMBER OF STORIES: BUILDING AREA: 2 John Plano, Building Plans Examiner 04/13/2007 607-0069 Herman 343 Beaver Dam Road R-3 26 The documents submitted for this project have been revial Code,r2003 InternationalhMechanical International Building Code, 2003 International Resident 2003 International Code, 2003 International Fuel Gas Codet'o0al Electr'callCode as mbodf ed and adopted by the Town of Energy Conservation Code and 2005 Na Vail. rior to issuance of a bui/ding permit; The fo/%wing comments wi//need to be addressed p For processing: • Please submit 3 com lete sets of ~evised~ co~p~r n`r otherw se dent fled. inin the re ueste • ~~ ermit a lication number noted. • the plans must be stamped. Department of Community Deve%pment Building Safeh' and Inspection Services r' Architectural Comments: Provide a ResCheck compliance report for verification of compliance to IRC Chapter 11. Add to the plans the specific insulation to be used and r-values. Indicate the u values the glazing on the plans. ResCheck can be downloaded from energycodes.gov. Show on the plans how roof ventilation will be provided. (IRC R806) Provide engineer stamped drawings for the glazed roof system used over the hallway and stair. Verify the snow load capabilities will meet town standards. Provide a screen under the glazed roof or provide documentation it meets parameters in R308.6. (IRC R308.6.3) Provide framing details for the shed roof over the man-door to the garage. The architectural drawings indicate demolition. Specify method of providing weather-resistive barrier at exterior walls and open decks with enclosed space below. (IRC R703) Specify vapor barrier on the warm side of the insulation. (IRC R318) Please refer to the cover sheet for information on resubmitting plans. In order to avoid delays in issuance of a permit, please check III requested information is included with the resubmitted plans. Please submit revised plans as a complete set. Partial plan resubmittals will not be reviewed. John Plano I.C.C. Plans Examiner Town of Vail Building Safety and Inspection Services 970.479.2140 jplano@vailgov.com F•\cdev\CHRIS\PERMIT COMMENTS\607-0069\B07-0069.DOC P. 1 ~ ~ ~ ~ ~ O~?tr1MUNIC:ATI~~~PJ RESULT P.EPORT ( APR. 13.2C~~7 a~25Pht ) ~ ~ " • TTI ADDRESS GROUP) ,ESULT F'AGE _.~ FILE hi[?LiE ~PTI~?f~l --- r SS f9EhiC?R'~' T;G 9r~ ~ n©711 --------------------- REASO~1 FOR ERROR E-1) HANG LIP OR LINE FAIL. E-3) NO ANSbIER Department' of Community pevelopment Building Safety and Inspection Selvictes 75 South Frontage Road Uail, Colorade 83657 97D-479-1138 F,4X 970-479-2452 uvkvw, vailgovevm E-r) E~USY E-~) NO FACSIf~ILE CGP~f~tECTIOPd __ .._ BUILDING SAFETTlf AI1lD INSPECTION SERVICES PLAN REVIEW~OMMENTS: TO: Contractor/Applicant Boles Custom Homes FAX/Em~il #: 926-2078 Arc itect Mortar proj# 0b12 476-0710 NUMBER OF PAGES: FRbM: DATE: BUILDING PERMIT #: OWNERS NAME: SITE ADDRESS: C11" ['1 li>A111r'V ADAM gyn. 2 ]ohn Plano, Building Plans Examiner 04/13/2007 B07-0069 Herman 343 Beaver Dam Road N A Professional Corporation 2271 N. Frontage Road W. Suite C Vail, CO 81657 970/476-5105 FAX 970/ 476-0710 MA@morterarchitects.com John Plano Building Plans Examiner Town of Vail Department of Community Development Building Safety and Inspection Services 75 South Frontage Rd. Vail, CO 81657 04.24.07 Mr. Plano, ~~ I~~1 '~ ~~~~, aPR 2 4 zoo? ~ I ~,~ , T~~~'11 ~~ 4,1~'~l~... Below are my responses to the plan review comments for the Herman Residence (343 Beaver Dam Rd. Vail, CO 81657, Building Permit #B07-0069). 1. Provide a RESCheck compliance report for verification of compliance to IRC Chapter 11. Add to the plans the specific insulation to be used and r-values. Indicate the u values of the glazing on the plans. RESCheck can be downloaded from energycodes.gov. A RESCheck compliance report is included in the re-submittal. Insulation and R-values are shown on details: 1,2&3/A7.01. U-values are shown on window schedule: 2/A6.01. 2. Show on the plans how roof ventilation will be provided. (IRC R806) All roofs in the addition are spray foam polyurethane, insulated, flat (low slope) roofs. Ventilation is not a component of the designed assembly. Refer to detail: 3/A7.01. The detail sheet A7.01 will include architect's wet stamp and signature. 3. Provide engineer stamped drawings for the glazed roof system used over the hallway and stair. Verify the snow load capabilities will meet town standards. The glazed roof system has been omitted from the addition. Refer to drawings: 2/A2.02, 2/A2.20, A3.01, A3.02, & A4.01. 4. Provide a screen under the glazed roof or provide documentation it meets parameters in R308.6. (IRC R308.6.3) The glazed roof system has been omitted from the addition. Refer to drawings: 2/A2.02, 2/A2.20, A3.01, A3.02, & A4.01. 5. Provide framing details for the shed roof over the man-door to the garage. The architectural drawings indicate demolition. Refer to detail: 8/A701. MORTERARCH ~TECTS Morterarchitects.com ~ • - N ~ 6. Specify method of providing weather-resistive barrier at exterior walls and open decks with enclosed space below. (IRC R703) Refer to details: 2 & 7/A7.01 7. Specify vapor barrier on the warm side of the insulation. (IRC R318) Spray foam polyurethane inherently provides a vapor barrier and when used in conjunction with %"gyp. and latex paint, the assembly does not require an addition vapor barrier. Refer to detail: 2/A7.01. The detail sheet A7.01 will include architect's wet stamp and signature. Three revised sets of construction documents with structural drawings and a RESCheck compliance report are included with this letter. If you have any questions, please feel free to contact me. Sincere) Matt Lee Morter Architects 2271 N. Frontage Rd. W. Suite C Vail, CO 81657 970.476.5105 ext. 237 970.476.0710 fax m lee@morterarchitects.com L`~J REScheck Software Version 4.0.1 Compliance Certificate Project Title: Herman Residence Addition Report Date: 04/24/07 Data filename: \\Lassie2\Projects\0612-H-1\01D000-1\07SPEC-1\HERMAN-2.RCK Energy Code: 2003 IECC Location: Vail, Colorado Construction Type: Single Family Glazing Area Percentage: 20% Heating Degree Days: 9248 Construction Site: 343 Beaver Dam Rd. Vail, CO 81657 Permit # B07-0069 Permit Date: 04.13.07 Owner/Agent: Michael Herman 343 Beaver Dam Rd. Vail, CO 81657 970.476.8761 mike@hermanftc.com Designer/Contractor: Brad Foster Boles Custom Builders. Inc. 0210 Edwards Village Blvd. Suite B-101 P.O. Box 426 Edwards, CO 81632 970.926.3202 bfoster@bcbi.net Ceiling -Playroom 102: Flat Ceiling or Scissor Truss: 91 51.5 u.u Ceiling -Bed 201 8 Hall 200: Flat Ceiling or Scissor Truss: 479 60.0 14.0 9 Wall 1: Wood Frame, 24" o .c.: 1582 38.5 0.0 53 Window 1: Wood Frame:Double Pane with Low-E: 275 0.350 96 Door 1: Glass: 41 0.350 14 Floor 1: All-Wood Joist/Truss:Over Unconditioned Space: 299 60.0 0.0 5 Floor 2: All-Wood JoistlTruss:Over Outside Air: 272 60.0 0.0 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 Version 4.0.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. ~~~ i.~t ' pro~e~~- f'~,,h«~r ic~~ b~. 2~. O~ Name -Title Sign re Date Project Notes: Architect: Morter Architects 2271 N. Frontage Rd. W. Suite C Vail, CO 81657 970.476.5105 970.476.0710 Contact: Matt Lee mlee@morterarchitects. com Herman Residence Addition Page 1 of 4 'I Compliance: Passes Maximum UA: 210 Your Home UA: 184 --> 12.4% Better Than Code (UA) ~ ~j ~ Date: 04/24/07 Ceilings: REScheck Software Version 4.0.1 Inspection Checklist ^ Ceiling -Playroom 102: Flat Ceiling or Scissor Truss, R-52.5 cavity insulation Comments: ^ Ceiling -Bed 201 & Hall 200: Flat Ceiling or Scissor Truss, R-60.0 cavity + R-14.0 continuous insulation Comments: Above-Grade Walls: ^ Wall 1: Wood Frame, 24" o .c., R-38.5 cavity insulation Comments: Windows: ^ Window 1: Wood Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ^ Door 1: Glass, U-factor: 0.350 Comments: Floors: ^ Floor 1: All-Wood Joist/Truss:Over Unconditioned Space, R-60.0 cavity insulation Comments: ^ Floor 2: All-Wood Joist/Truss:Over Outside Air, R-60.0 cavity insulation Comments: 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. Skylights: ^ 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. Materials Identification: ^ Materials and equipment are installed in accordance with the manufacturer's 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: Herman Residence Addition Page 2 of 4 ~ _. , ~ Supply ducts in unconditioned attics or outside the building are insulated to R-11. ~ Return ducts in unconditioned attics or outside the building are insulated to R-ti. ~ Supply ducts in unconditioned spaces are insulated to R-11. ~ Return ducts in unconditioned spaces (except basements) are insulated to R-2. Insulation is not required on return ducts in basements. ~ Where exterior walls are used as plenums, the wall is insulated to R-11. Duct Construction: ~ Duct connections to flanges of air distribution system equipment are sealed and mechanically fastened. ~ 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 181 A or UL 181 B. Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). ~ 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. ~ 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: ~ All heated swimming pools have an on/off 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: ~ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Herman Residence Addition Page 3 of 4 ~_. , Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Temperature (°F) Up to 1" Up to 1.25" 1.5" to 2.0" 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: Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(°F) 2" Runouts 1"and Less 1.25" to 2.0" 2.5" to 4" Heating Systems Low PressurelTemperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 106-200 0.5 1.0 1.0 1.5 Steam Condensate (for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD: (Building Department Use Only) Herman Residence Addition Page 4 of 4 *************************************************************************************** Statement TOWN OF VAIL, COLORADO ****************************************************************************************** Statement Number: 8070000370 Amount: $2,332.65 03/InitO:OJS .48 AM Payment Method: Check Notation: 5025/BOLES CUSTOM BUILDERS ------------------- T e: ADD/ALT SFR BUILD PE _--__---Permit No: B07-0069 YP Parcel No: 2101-071-1201-3 Site Address: 343 BEAVER DAM RD VAIL Location: 343 BEAVER DAM RD Total Fees: $5,997.04 Total ALL Pmts: $2,332.65 This Payment: $2,332.65 3,664.39 Balance: $ ******************************************************************************************** ACCOUNT ITEM LIST: Description Current Pmts Account Code ______________ ------------- 2,332.65 PF 00100003112300 PLAN CHECK FEES ------------------------- 1 V IIl~ VI ~~ ASBESTOS TESTING REQUIREMENTS OF VAIL AND STATE OF COLORADO DEPARTMENT OF PU RBED OR EMO Q DIRE ASBESTOS TESTING THE TOWN ANY TIME WHEN MORE THAN 160 S.F. OF MATERIAL WILL BE DISTU LDING PERMIT APPLICATION AN ASBESTOS TEST AND REPORT IS REQR P ~~ECTS INVO VI~ANY DEMOLITION OR REMOVAL 8 THAT HAVE FOR ALL REMODEL, ADDITION OR OTH MATERIALS THAT MAY CONTAIN ASBESTOS. BUILDINGS CONSTRUCTED AFTER OCTOBER 12, 19 NO ASBESTOS CONTAINING MATERIALS ARE EXEMPT. - ~^- • I have included the asbestos test and report with my building permit application applicant signature m ro'ect wil= disturb or remove more than 160 s.f. of bhisdwg be verified during plan ion • I certify Y P ] plans submitted with my application clearly indicate this information. review, and will delay your project if found to be inaccurate) applicant signature date date OR ~Ei~i~iJEi.~1. . The building was ~z--~-'~~~ '~~e~er October 12, 1988. The date of constructi~ wad ~' - R~r~OA~~ ~RTr ~ /~ °~ date applicant signatu Page 4 of 16 04/21/2006 F:\cdev\FORMS\Permits\Building\building_permit_4-21-06. DOC PUBLIC WORKS AND THE PUBLIC WAY PERMIT PROCESS r ~~QF~'~, ' How it relates to Building Permits: - Fill out the attached check list with the Building Permit Aoalication•ermit is required. You can pick up an If yes was answered to any of the questions then a "Public Way p lication at either Community Development, located at 75 South Frontage Road or Public Works, located at app 1309 Elkhorn Drive. tice si n-offs for utility companies. ALL utilities must field t ce to is hedule a to I to utilities prior to signing - No 9 application. Some utility companies require up to 48 hours no roved site plan - A construction traffic control/staging plan must be prepared on a separate sheet of paper. An app also be used. This plan will show locations of all traffic cont n (November iii and will need tonbethesubmitted may etc.). This plan will expire o zone, (area of construction, staging, r consideration for approval through the winter. Be aware that your resubmission for winter may be Beni fo depending on the location of construction. tch of work being performed must be submitted indicating dihe ob. ns (length, width and depth of work). - Ske This may be drawn on the traffic control plan or a site plan fort it tom leted application to the Public Works office for review. If required, Iota but mayrequireuup to 48he - Subm p Town of Vail electricians and irrigation crew. The locates take place in the morning, hours to perform. lication and approve or deny the permit. You will be - The Public Works Construction Inspector will review the app cted as to the status and any requirements that may be needed. Most permits are released 48 hours of conta week to process. being received, but please allow up to one (1) on as the rmit is approved, the Building Department will be notified, allowing the "Building Permit" to be - As so Pe released. Please do not confuse the "Public Way Permit with the "Building Permit • alid onl until - NOTE: The above process is for work in a public way ONLY. Public Way Permits are v Y November 15~'. Anew Public Way Permit is required tomat c renewalk ~s not complete. Re- application each November 15 does not mean an I hav and dersta d the above. ~ ~~ ~ Date Signed Signatu Page 9 of 16 04/21/2006 F:\cdev\FORMS\Permits\Building\building_permit_4-21-06. DOC 1 u~ ~I ~Cftl~ ; Please read and check off each of the items below: own of Vail Building Department has developed the following procedures to ensure that neNw of Vail roal ds or .e' The T sites have adequately established proper drainage from building sites along and adjacent to To streets. rove drainage adjacent to Town of ~he Town of Vail Public Works Department will be required to inspect Iverts at access points from the road or Vail roads or streets and the installation of temporary or permanent cu onto the construction site. Such approval must be obtained prior to any requests for inspection by the street wn of Vail Building Department for footings, temporary electrical or any other inspection. w ~ nimumLof 24 To Sandoval at 970-479-2198 to request an inspection from the Public Works Department. A o hour notice. Town of Vail Public Works Department will be approving all final drainage and culvert installation with Also, the resultin road patching as necessary. Such approval must be obtained prior to any Final Certificate of ccupan 9 issuance. Agreed to by ~ ~ k~ ~ ~l ~~~ ~~~°~~ Project Name: ~~ ~ - Date Signed: F:\cdev\FORMS\Permits\Building\building_perrnit_4-21-06.DOC i ti Page 10 of 16 04/21/2006 7 Boulder Environmental Management, Inc. 5 Deer Trail Road BoulFax 1 866) 699-4121 Phone: (303) 449-1175 March 21, 2007 Boles Custom Builders Mr. Chris Hanophy 210 Edwards Village Blvd., #B-101 P.O. Box 426 Edwards, CO 81632 ~: Bulk sampling of suspected asbestos-containing materials 343 Beaverdam Road, Vail, Colorado Dear Mr. Hanophy: Attached is the report for the asbestos survey and bulk sampling of suspected asbestos- containing building materials at 343 Beaverdam Road, Vail, Colorado. This investigation was conducted on behalf of and oo suhrvey of the propertyB. Thi C eport Builders (client), solely for use in a limited asb and the findings herein shall not, in whole or in e o' ine dart, withoutprior°writt nconsent other party, nor used by any other party, in whol p of Boulder Environmental Management. The results of this survey are limited to materials teS t Per onnel knowledgeable of ble. Additional materials may exist behind hard surfac asbestos containing materials should always oversew da eoof Colorado licensed building work should be halted and sampling performed by inspector if additional materials, which are suspected of containing asbestos, are encountered. If you have any questions regarding the contents of this report, please do not hesitate to contact us. I :_ ~ ~ ~ Sincerely, ~ ' " I ' 1 ?, MAR 2 ~. 2001 '~,~~ 1 ;, ~~ '~-' s Chris Maron °~"~, ` ` ~ ; .- ~ Project Manager _ - .: *Asbestos*Lead*Industrial Hygiene*Safety*Final Air Testing* *Health and Safety Training* ` Boulder Environmental Management, Inc. 5 Deer Trail Road Boulder, CO 8030699-4121 Phone: (303) 449-1175 Fax: 1 (866) BULK SAMPLING REPORT 343 Beaverdam Road, Vail, Colorado Introduction: On March 20, 2007, Boulder Envirorun f sus ected asbe tos containin 1 materials un Craig Renz, conducted bulk sam lin • the direction of our client. Sampling: During the sampling process, suspect ACM was separated into three EPA categories. These categories are thermal system insulation (~ he)at lossaor gain or~waterTCOndensation ACM. TSI includes all materials used to preven on mechanical systems. Examples of TSI are pipe coverings, boiler insulation, duct wrap, and mud packed fitting cement. Surfacing ACM licatuons are most commonly used trowelled, or otherwise applied to a surface. These app in fireproofing, decorative and acoustical application T• sMfac n a cat goriese suchlas Jude all ACM not listed in the thermal system insulation o g linoleum, vinyl asbestos flooring, and ceiling tile. Boulder Environmental Management, Inc. followed EPA recommended samflveg5 or guidelines for identification of asbestos in bulk matrices. A set of three (3), ()~ seven (7) samples were collected for each material tyall analanzed eUpon determination Microscopy (PLM). Each sample set was systematic Y y les in the set was that a sample in a set containeVda detected during the anealysesl thesuspect material was discontinued. If no asbestos determined to be negative for asbestos content. *Asbestos*Lead*Industrial Hygiene*Safety*Final Air Testing* *Health and Safety Training* Boulder Environment BloMana~ge~ment, Inc. 5 Deer Trail R Phone: (303) 449-1175 Fax: 1 (866) 699-4121 Results: The following materials were analyzed and determined to be non asbestos-containing utilizing polarized light microscopy (PLM). NON ASBESTOS-CONTAINING MATERIALS SAMPLE ID MATERIAL LOCATION 3-20-CR-OIA Drywall joint compound Garage N wall 3.20-CR-02A with orange peel texture Gage N wall 3-20-CR-03A 3-20-CR-04B Drywall joint compound Laundry 3-20-CR-OSB with trowel texture Laundry 3-20-CR-06B Discussion: Sample analyses results are reported in percentages of asbestos and non-asbestos components. The EPA defines any material thaontainin smaterial hMaterials th t a(re%) asbestos, utilizing PLM, as being an asbestos c g identified as "non detected" are specified as not containing asbestos. Conclusion: The materials sampled in this study do not contain asbestos. The results of this survey pertain only to materials tested. The laboratory reports supporting these findings above are attached. Please contact Boulder Environmental Management, Inc. with any questions or concerns regarding this report. Sincerely, Chris Maron Project Manager *Asbestos*Lead*Industrial Hygiene*Safety*Final Air Testing* ~ *Health and Safety Training* To: 19709499387 P.2~6 9709458454 MAR-26-2007 12:55 From: HP-GEOTECH tE~1'~ HEPWORTH-PAWLAK GEOTECHNICAL March 23, 2007 11i~~~"~~~I~ }',n.I~~I. t ~,i~icChui~.,1. Inc i~~=~~ i',~nni~' I:,~,nl !i~ ~;Icnarn,a ti~in,~°,, 1_ ,~I~.~r,,~l,~ ~I6~?I il'~1.iti ~~~~ ]-., k I em:nl I,pE~ „Fi'hrt:cnrec , : ~,m Alpine Building and Design Attn: Matthew McRae P. O. Box 5240 Avon, Colorado 81620 lob No. 107 0140 Subject: Observation of Excavation, Proposed, 26~8oA o ~1-~ nv~t V ~ tColuraclo°t 2, Block D, Filing 1, Vail Das Schonc., Dear Matthew: As requested, a representative of I-}epworlh-I'awlak C~eotechvaluate the soils exposed for excavation at the subject sate on o(o it obsecrva9ionOSOand recommendations for the foundation support. The ~ndtng foundation design are presented in this report. 7~he services were performed in accordance with our agreement for professional engineering services to Alpine Building and Design, dated March 13, 2007. The additions will consist of a bedroom attached to the west sid naj ds o arag o~ t ame to the south side of the existing res~dence~ eh c awlt race i'nlthe bedroom and slab-on-grade construction. f=loors wil! be structural in the garage. Spread .footings designed for an allowable soil bearing pressure of 2,000 psf were assumed for the Foundation design of the additions. At the time of our March 14 site visit, the foundation excavation was underway with primarily existing sill and topsoil being encountered at design bearing elevations which we recommended be removed. On March 19, the :foundation ex below the djacenttially complete and had been cut in four levChefbo tom of thetexcavation consisted primarily of ground surface. The soils exposed ~n medium dense, clayey to very clayey sand and gravel with cobbles. There was some minor till and topsoil in the bottom of the excavation in limited cS~ own on Figuores I alncl consolidation testing performed on samples taken from the stte, 2, indicate the natural topsoil is to highly compressible with a moderate hydrocompression potential, and the very clayey sand soils are slightly to moderately compressible under conditions of loading and wetting with a low hydrocompression P~:ukcr j1~3-~41 i I l~) • (_'~~li,r~nl,> `}~rrn~n r l~)-633-i5(~' ti~l~'crtl~~~rnc ~)7h.~4(,S-19ti~1 9709458454 MAR-26-2007 13:02 From: HP-GEOTECH Alpine Building and Design March 23, 2007 Page 2 ' potential moist. To: 19709499387 P.3~6 No free water was encountered in the excavation and the soils wore slightly Considering the conditions exposed in the excavation and the nature of the proposed construction, spread footings placed on the undisturbed natural soil designed for an allowable bearing pressure of 2,000 psf should be adequate for support of the proposed additions. There could be some differential settlement with respect. to the existing structure which should he considered in the design. The risk of settlement is primarily if the bearing soils become wetted and precautions should be taken to prevent wetting. T'ootings should be a minimum width of 1 S inches for continuous walls and 2 feet for columns. Loose and disturbed soils in footing areas should be removed and the bearing level extended down to the undisturbed natural soils. The footing subgrade should then be moistened and compacted. 1~he bearing soils should be protected against frost and concrete should not be placed on frozen soils. f::xterior footings should be provided with adequate soil cover above their bearing elevations ford b°oL'pm° o stpan locol a'nomafies and foundation walls should be heavily reinforced top an better withstand the effects of some differential settlement such as by assuming an unsupported length of at least 12 feet. Foundation walls acting as retaining structures should also be designed to resist a lateral earth pressure based on an equ~va1 drainttsldiould weight of at least 50 pcf for on-site soil as bah a~os ~ticepressure behind building be provided to prevent temporary buildup of y retaining walls and prevent wetting of the lower level. T~xisting foundation drains around the building should also be maintained. Structural 1111 placed within floor slab areas can consist of the on-site granular soils, or suitable impi ri~dleast 95% of st ndard Proctor vegetation, topsoil and oversized rocks compacted density at a moisture content near optimum. >3ackfill placed aro1~ east 10 feet of theuld be compacted and the surface graded to prevent pondmg wlth~n building. `t'he recommendations submitted in this letter are based on our observation of the soils exposed within the foundation excavation and do not include subsurface exploration to evaluate the subsurface conditions within the loaded depth of foundation influence. This study is based on the assumption that sons beneath the footings have equal or better support than those exposed. The risk of~ foundation m n tl a subrsnt rf be con litions11 In indicated in this report because of possible variations order to reveal the nature and extent of variations in the subsurface conditions below the ,lc~h Nci. 107 01A0 ~tBCt'1 9709458454 MAR-26-2007 13:02 From: HP-GEOTECH r Alpine Building and Design March 2 ~. ?007 Page 3 To: 19709499387 P.4~6 excavation, drilling would be reduired. ]t is possible the data obtained by subsurface exploration could change the recommendations contained in Lhis letter. Our services do not include determining the presence, prevention or possibility of mold or other biological contaminants (MOBC) developing in the future. 11'the client is concerned about MOQC• then a professional in this special field of practice should be consulted. if you have any questions nr need further assis!ance. }lease c:-II eur office. Sincerely. 1-IEPW - VJLAK David A. Young, P.E. DAY/ksw lN~. 3a-ais r 3 z3 -v~ attachments f=igures 1 and 2, Swell-Consolidation Test Jtcsul!s Inh Nn 10? Ol a0 - C.,~tech 9709458454 MAR-26-2007 13:02 From: HP-GEOTECH To: 19709499387 P.5~6 Q 0 e (_? r %;%i r i. ~. ~i W r io y 3 ;, r~ e d '1 a 3 3 I [~I' I ~.~ rl f- Ir i ~ r'fiE3`_,i IRt - Ic,l (~{ ~~ SWELL-CONSOLIDATION TEST RESULTS Figure 1 ~~ ~ " I ~l"I T CHNIC /~l u~e..~noTw-PAWLAK GEO E 9709458454 MAR-26-2007 13:02 From: HP-CEOTECH To: 19709499387 P.6'6 err ~.~ nl Mulslurc~ Conienl - 8 ~ I - Drv Density - 102 pct I Sample of Ver,~ Clayey S:I!•~>/ Sand From Dotlom of Northwest (JOr1101"I of Excaval+on, 3-19-07 0 ~~ I - - Cornhrrss+o+~ upon ~ wellu,c~ c; ~' r_ O s N ,~ r 1 C J (_~ I Y L, ` h 11N~ I 0 1l1 n+ t~F'F'`t_IED f'F;Eti:iUrZt k',I H SWELL-CONSOLIDATION TEST RESULTS Flgur~; 0• U14U HevWORTM-PAWLAK GEOTECNNIC AL F,ROM~_1~.~~ ii:~y rrom:l+'-~urEC1~l N 1r'1 of 01 Q1 O Z m 0 -~ u z ~ Q ~ V z _ ~ V w W H O } o~ ~~a ~c a a ~~~ ~ ~ 4 ~ H c ~ e r ~ ~ 3 W (FR I) MRR 16 2007 1T :.92~/S~T~1~3i00/No. 68243P985 615 15 9709459454 Design Review Board pCTI~N FORM ~ Department of Community Development ~ 75 South Frontage Road, Vail, Colorado 81557 ~~ ~ ~~ tel: 970.479.2139 fax: 970.479.2452 web: www.vailgov.com couwY r~€vEJ--~ project Name: HERMAN RESIDENCE DRB Number: DRB070056 project Description: FINAL APPROVAL FOR AN ADDITION OF GRFA (BEDROOM, PLAYROOM, ETC Participants: OWNER HERMAN, MICHAEL E. & KAREN M02/26/2007 343 BEAVER DAM RD VAIL CO 81657 02/26/2007 Phone: 476-5105 APPLICANT MORTER ARCHITECTS 2271 N. FORMTAGE RD. W., SIJtfE C VAIL CO 81657 License: 0000002076 02/26/2007 Phone: 476-5105 ARCHITECT MORTER ARCHITECTS 2271 N. FORMTAGE RD. W., SUITE C VAIL CO 81657 License: 0000002076 project Address: 343 BEAVER DAM RD VAIL Location: 343 BEAVER DAM RD Legal Description: Lot: 1 Block: 3 Subdivision: VAIL VILLAGE FILING 3 Parcel Number: 2101-071-1201-3 Comments: BOARD/STAFF ACTION Action: STAFFAPR Motion By: Second By: Date of Approval: 03/26/2007 Vote: Conditions: Cond: 8 (PLAN): No changes to these plans may be made without the written consent of Town o Vail staff and/or the appropriate review committee(s). Cond: 0 rmit for building. Please consult with (PLAN): DRB approval does not constitute a pe Town of Vail Building personnel prior to construction activities. Cond: 201 royal. DRB approval shall not become valid for 20 days following the date of app Cond: 202 ear following the date Approval of this project shall lapse and become void one (1) y of final approval, unless a building permit is issued and construction is commenced and is diligently pursued toward completion. Cond:113 All development applications submitted to the Town after the effective date o Ordinance 26, Series 2006 shall be subject to the pendi rovided~however,I that if regulations in whatever form they are finally adopted; p the Town fails to adopt the pending employee housing regulations by April 15, 2007, this Ordinance shall not apply to such development applications. DRB Fee Paid: $300.00 Planner: Bill Gibson (FRI)MRR 16 2007 1 oy0ny~ecrie~/No. 6824309~06~ P 2 F RQM ~~ 7 rYJ7ti~~ • ~ .-w ~ • ..r.i , 1 VIII • I ^ V1=U 1 G4r1 klepwortb-ly~wlok Ga-technlcal. Ina 50EQ Gwn~~' Road ISI • Gkowood ~pri~ty ~^lo~o dliol Phony: 97ay45.79M1t Fax: 97a~5-l1~13a hp~co®hpgootoch.com July 30, 1999 J.L. Vielc Construction Attn: Richard McGhee 1000 South Frontage Road West, Suite 202 )ob No. 199 552 Vail, Colorado 81657 sed Addition, Lot 1, Block 3. Vail Subject: Observation of Excavation, Propo Village, 3rd Filing, 343 Beaver Dam Road, Vail, Colorado Dear Mr. McGhee: As requested, a representative of Hepworth-Paw 1 ~ t tevaluacellthe soissexposcd for excavation at the subject site on July 12 and , foundation support. The findings of our work ~ donenin accotrdanceowith our ~auon design are presented in this report. The work agreement For geotechnical enginecrin~ services the on n 1 buildtng on the of byduly 12, 19991 'fhe subsoil study was performed for g Woodward-Clyde-Sherard and Associates, their Job No. 10516-4736. dated dune 9. 1967. The existing 2 story house is built on stcelttons one on eitherps de of the existing house. crawlspace will be enclosed with two addt sf. The eastern Ncw foundations were dosignedt rame sorubea a over a4 basement~e addition will be s 2 story wood At the [ime of our visits to the site, the fou roun4 surface t1The cols exposed~n he levels from 3 to 6 feet below the ad)acen g ents. Screened bottom of the excavation co~'~rther f cart of the exc• vation. rR sups of swell- rock had been placed in the o p e sand taken from the s~tc. consolidation testing performed on a sample of rho clay y shown on Fig. 1. indicate the soils are moderately to highly compressible under conditions of loading and wetting. The laboratory testing i ursnu~'~~ ~ ~ a sulmp at Free water was observed ~ d' vC~moist to wet.. Woodward-C Yde-Sherard the north end. The sods cr ry its du at the site and gioundwatct encountered the clayey sands in their exploratory p g seepage at a depth of about 2'/z t`e~t• . Considering the natural soils exposed ~ ~e~ o ~ ~ nd'scur rbed dal soil designed proposed construction, spread footings plc sf can be used for support of the for an allowable soil bearing pressure of 1,000 p proposed addition. The exposed soils ~~ ~dationreTheh ariablde bear'ng rndit onsbe sonic post-construction settlement of the fo could also increase the settlement risk. The settlement will be differential with resPeCl (FR I) MRR 16 2007 1T _31~/ST. 1~3i00/No. 68243p9305 P 3 FRAM 9709458454 ,,r+v-1~-fir 1155 rrom:~'-l~.Uittl-I J.L. Viele Construction July 30, 1999 Page 2 to the existing suucture. Footings s~honusld Loose and disturbed sotlsOand should ~ continuous walls and 2 feet for col removed to expose the undisturbed natural's°oif~tThs sh~ld ~ P o~deed(w ~ ~ qu~~ crushed rock) should be compacted, Exter ~$ soil cover above their bearing elevations for frost protection, Continuous foundatton walls should be reinforced cop and bottom to span local anomalies such as by assuming an unsupported length of at least ests~ea,la eoal~rth pr~su~e°based o~ ~ equivalent structures should be designed to r rtmcter foundation Fluid unit weight of at least SO pcf for on-site soil as backftll. A Pe drain should be provided to prevent tcmop`ora ade Ievels~ Structurtal filpplaced w ~ ~d the walls and prevent wetting of the bel g floor slab areas can consist of the on-site sooitimcto rtpac~~li pi ~ asruund the lard Proctor density at a moisture content near p structure should be compacted and the surface graded to prevent pending withtn at least 10 feet of the building. The recommendations submitted in this letand do notenclude subsurface exploration'to exposed within the foundation excavation evaluate the subsurface conditions within the loaded depth of foundation influence. This study is based on the assumption that soils beneath the footings have equal ater better support than those exposed. The risk of foundation movement may be gre than indicated in this report because of ~Svariat ens in thecsubsurf ce condldonstbelow [n order to reveal the nature and extent of the excavation, drilling would be required. [t is possible the data obtained by subsurface exploration could change the recomrnendat-ons contained in this letter. If thtre are any questions or if we may be of further assistance. please let us know. Sincerely, HEPWORTH - PAWLAK GEOTECHNICAL, INC. Steven L. Pawlak, P.6. Rev. by: DEH SLPlksm attachments f i e a { i i (FR I) MRR 16 2007 130 ylr/a4~,a1 ~id0/No. 68243P9g0 5 P 4 FROM y ~~~'`"`' ~~•.. `.~ ~..w ~ ,,,,.,,,o r r om. rr'~CU I C~.11 I ~i 0 C O_ ~M b O V Ea 8 U ~ p AWLAK SYVELL--~CONSOl10A~ON SST RESULTS WEpWOR1N - 199 552 GEO'~CHNICA--. IN C• 100 Fig. 1 0 1 ~ .v APPLIE4 PRESSURE - kst (FR I) MRR 16 2007 13 :31~ SS T~i00/No. 68243 P950 5 P 5 FRAM J"fyygv5ea54 TO `~ Jrr~-LJ-Grx+~ 11•~ prom=rr-I~CUttu'1 4 ,~ ~: N V M ~ ~ '; 3 z ~ ~ ~ c ~ O ~ N ~ ~ N T N N ~ ~ V t7 ~ V c7 ~ cV ~ ~ N ~ J J V ~ ~~~ ~~ ~ ~ c~ g W ~ ~ Q ~ ~ ~ ~ ~ ~ O Q J d ~ ~ ~ '~ Q u. o. o ~a a ~ O ~ a ~ ~ di '" o~ w x ~~~ ~ o ~ N ~ ~ ~ i Y ~ C ~ C ~ ~ ~ O Q~ y 4 o G ro ° °- oaA V°~~o FROM .,,-.. a.i • cup , L l • J0 r r um. rr -t~CU ~ cu-i Gecrted"' (FR I) MRR 16 2007 l~o.~~ey~~~ie 0/No. 6824309ti 0; P 6 7 f Ip~}~tl'1~i liepwnnh.p¢wIWC Geuuechnicyl, lnc. 5fl2o Coo~~Y R^~ ~Sa N11i01 Claewnud Sprfa~. Colorado Phoos: W1U-94S-7'11tS F~®h4B~~'cnm h August 30, 1999 J,I,. Viele Construction Attn: Richard McGhee West Suite 202 Job No, 1,99 552 1p00 South Frontage Road Vail, Colorado 51657 Lot 1, Block 3, Observation of Pier lxcavations, pTOposed Addition, Subject: Vail, Colorado. Vail Village, 3ed Filing, 343 Beaver Dam Rosd, Dear Mr. McGhee: led a r resentative of Hepworth-Pawlak v qua a the soils exposed fothe As reques ep recommendations for the foundation excavations at the subject site on August 3, 199 toe cordance with our foundation support. 'Che findings of our work and design are presented in this report. The work was done Viele Construction, dated July agreement for ge0technical a W~ ~ formed f~ the or-Sinal building as ~ j~R 9~ l2, 1999. The subsoil study Wooclwacd-Clyde-Sherard and Associates, their Job No. 10516-4?3 , 1967. ate, Several en crawlsp ned Eor The existing 2 story house is built on ste Malls and thetdr'rvew Y have been desig pad excavations for suPParc of masonry an allowable soil bearing pressure of 2,000 psf. is the south and west At the time of our visit to the site, four pter excavations located he existin residence had been cut to depths of abe aX avations onsi ed of up sides oft S ravel. ground surface. The soils exposed in thesa~iid ov ° Y~nB relatively dense clayey S nded to about S inches of organics and clayey co 4 inches of standing y~rater was observed in each excavacavels~c or to p~ng Up anics aad clayey sand to expose the gc P removing the water, ors laced in the excavations to achieve concrete. A limited depth of screened cock can be p design footing grades. the conditions exposed in the excavations and avvels and I mitcd depph ° Cons-dertng laced on the undisturbed natural g construction, footings p ressure of 2,000 psf can be used screened rock designed for an allowable soil bcacif ncr soils tend to compress when for support of this propoSet- addition. The uP'Pe s should have a minirnum loaded and should be removed from the excavations. Footing Or snits, clayey sand width of 20 inches for conitnuous ware s shu ~d b~oemo~~ and the being level ravels. Exterior footings should bt provided and loose disturbed soils in footing extended down co the undisturbed natural 8 elevations for Ecosc protection, Backfill with adequate soil cover above their beacin ~~d and tht surface graded co Prevent placed around the stxuccure should be comp ponding within at least 10 feet of the building. FROM JtN-15-~'IOldf 11:5f From:l-P-GEOTECH (FRI)MRR 1 6 2007 170 91~~7L00/No.68243P9806~P 7 9709458454 ~ , L. V iele Construction August 30, 1999 Page 2 endations submitted in this letter are based ~udc s bsurfacc expl ration1to 'Che recomrn exposed within the foundation excavation and do not Inc ual or valuate the subsurface conditions withia the toadeRC ~htchheofoot ngsthaveneq eacc, e ~ based on the assumption that sods be vemetit may ~ greater This study better suppo~ than those exposed. The riss iblef varaat-°ns tnthe subsurfoacldet~ on~t~luw than indicated in [his report because of po ~In order to reveal the nature and exteui env it ~tposs'blelthe data ob fined by the excavation, drilling would be req subsurface exploration could change the recommendations contained in this letter. f there arc any questions or if we may be of (vrther assistance Please let us know. I $ifICCTeIy , HgpWORTH -PAWLAK GEOTECHNICAL. INC. lordyZ, Adamson. )r., P•E• Rev, by; SLP JZA1rso C,,,ecr FROM _ 97 (~FR~M~RR 16 2007 7 :•91,~7~7i0~/No. 68243p9eis F 8 ~-+v-i~-ennr >.i:or rrom:ht' (9kU1tC]i HrpN~~rtl~-IhtNl>,k I:~~n.•cNnic:d. Inc. ,112 l'~wnly Rottrl 1 ~~ l:h:n~~~p-d ~Q~nllc~ ~'~Jor,1d~~ 81~~11 Phone: 9711-y45.791ir4 F NX: 9711.yJ3•N~iid It 111(eo rA' h p fh ulceh.w-nt September 1 S, 1999 1,1.,. Viele Construction Attention: Richard McGhee 1000 South Frontage Road West, Suite 202 Job Ko lqq 552 Vail, Colorado 81657 Subject; Observation of Excavation, Proposed Addition (Zen Room), [.ot I ,Block 3, Vail Vitlagc, Filing 3, 343 Acaver Dam Road, Vail, Colorado. Dear Mr. McGhee: As rcgtlJested, a representative of Hepworth-Aawlak Geotechnical, lac. observed the 1999 to evaluate excavation at the subject site on August 3 I and September 1, ~ and R, the soils exposed for foundation support- The findings of our work and recommendations for the foundation design are presented in this report. The work was done in accordance with our agreement for geotechnical engineering services to 1.1. Viele Construction, dated July lZ, 1999• The subsoil study was performed for the oribinal building on the lot by Woodward-Clyde-Sherard and Associates. their lob No. 10516-436, dated June y, 196_ The existing two story house is built on steel columns with an open crawlspace. This addition consists of a partial below ~•rade level located in the open crawlspace. Footings supporting a 4 foot hibh foundation .val1 have been designed for an allowable soil bearing pressure of 2.000 psf. The foundation watt above the concrete section will be wood framed. rtions of the excavation. On At the time of our visits to the site, >,ve observed Po September 8, the foundation excavation had been completed and cut in two levels from 4t/= to 6'/~ feet below tha adjacent ground surYace. The soils exposed in the bottom of tho cxcavanon consisted of relatively dense, clayey grnvel. About 12 inches of organic clay was observed in the northwest corner of the excavation- We recommended subexcavating the organic clays and soft soils to expose the natural gravels. About 1 to 2 inches of water was ponded near the center of the excavation. About 12 inches of screened rock will be placed in the bottom of the excavation prior to fiioting construction. The results of gradation analyses performed on samples of the sand and gravel (menus I t/s i l I FROM ' .rr.v-ia-~raor il~ar rrom:r~t'-l~U~tUi 1.L. Viete Construction September 15, 1999 Page 2 (FR I) MRR 16 2007 13 : 32/ST. 13 : 30/No. 6824309806 P 9 9709458454 To:9704760710 P.9'15 and 3 inch fractions) obtained from the situ are presented on Fig. 1. The laboratory testing is summarized on Table Y. The soils were moist to very moist and wet. Considering the conditions exposed in the excavation and the nature of the proposed construction, spread footings placed on the undisturbed natural gravels and limited depth of screened rock designed For an allowable soil bearing pressure of 2,000 psf can be used for support of this proposed addition. The upper fine grained soi Is tend to compress when loaded and should be removed from footing areas. Footings should be a minimum width of 20 inches for continuous walls and 2 Feet for columns. Organics, clays and loose disturbed soils in footing areas should be removed and the bearing Icvel extended down to the undisturbed natural gravels. The exposed subgrade (including screened rock) should be compacted. Exterior footings should be provided with adequate soil cover above their bearing elevations for frost protection. Continuous foundation wails should be reinforced top and bottom to span local anomalies such as by assuming an unsupported length of at Mast 12 feet. Foundation walls actinb as retaining structures should be designed to resist a lateral earth pressure based on an equivalent fluid unit weight of at least 50 pcF for on-site clayey gravels as backfill. A perimeter Foundation drain should be provided to prevent temporary buildup of hydrostatic pressure behind the walls and prevent wetting of the lowc~ level. Structural fill placed within Floor stab areas can consist of the on-site gravels compacted to at least 95% of standard Proctor dansity at a moisture content near optimum. 9ackfill placed around the structure should be compacted and the surface graded to prevent pending within at least 10 feet of the bui Iding. The recommendations submitted in this letter are based on our observation of the soils exposed within the foundation excavation and do not include subsurface exploration to evaluate thr subsurface conditions within the Ivaded depth of foundation influence. This study is based on the assumption that soils beneath the footings have equal or getter support than those exposed. The risk of foundation movement may be greater than indicated in this report because of possible variations in the subsurface conditions. In M- ° b.'.9J.'~'u FROM ' aN1V-15-~f 11:513 From:FP-6EOTECH J.L. Viete Consttvctiort September 15, 1999 Page 3 (FRI)MAR 16 2007 13:32/ST.13:30/No.6824309806 P 10 9709459454 70:9704760710 P.i0~~5 order to reveal the nature and extent of variations in the subsurface conditions below the excavation, drilling would be requircd..[t is possible the date obtained by subsurface exploration could change the recommendations contained in this letter. Tf there arc any questions or if we may be of further assistance, please !et us know. Sincerely, HEPWOR'T'F~T - PAWI.AK GEOTECHTI'1CAL, INC. Jordy2. Adamson, Jr., P.E. Rev, by: SLP JZA/5d attachment 1.''~y ~.°°':.'.K FROM (FRI)MAR 16 2007 13:32/ST.13:30/No.6824309806 P 11 ,,r+v-try r 11: ad r r om: hire-CCU I LC:H 9709458454 To :9704760710 P.11~ 15 A~ t1EJ~OMIdi !~ MA. 7 INt 11.6 St~U0/ANp dOrtt 4fA11 fONM( OPtNlwOp N Itrl. f0 NN. ~ 11 AML. • 100 1 YN p ~ f 0 1D ~e xo ~ ' ~ ~ W _ y 1!! ~ q _ t a w ~ w ~ . ~ r ~ a ~0 U a 'a '° a ~ ~ io ~ e .oat .a0! .aob .oa .ou .orr .s~~ aao ~ u~ ~ DIAMETER OF PARTICLES IN MILLIMETERS cur Ta sir cotttx~a GRAVEL 39 R SAND 34 ~ SILT ANO Ct,AY 27 9. UQUID LIMIT 24 % PLASTICITY INDEX 3 X SAMPLE OF: Silty Sand and Gravel FROM: Bottom of EKCavation--North (Jacu zzi) 7rE 11[AOMIat u.4 y~wgNm '~JrES alM EOIJMq OrflM16S t~ IMI. 7 IN w tl1. 1S tt 1 MM. ~ ttq e w to y ~0 ~ ~ ~ W N N M N ~ 4: 0. ~ ~ ~ H ~ ~ ~ w a ~ ~ V a m ro to .o a .00, .OOi .WS .ees .a• ,OJT .ON .t9e ~. w tii 1 tZf m3°D DIAMETER OF PARTICLES IN MILLIMETERS cur *a >Rr cOraa GRAVEL 54 7. SANG 29 7G SILT AND CLAY 17 ~ LIOUIO LIMIT R PLASTICITY INDEX 9G SAMPLE OF; Clayey Sondy Gravel FROM; Battom of Excovation. Sou theas t- , Basement Areo I 199 552 HEPWORTH - PAVYLAK GRADA710N TEST RESULTS Fig. 1 GEO7ECHNICAL, INC, FROM (FRI)MRR 16 2007 13:32/ST.13:30/No.6824309806 P 12 ~~n-i5-dta~~ 11:SH From:F~-GEOTEq-I 9709456454 To: 9704760710 P,12~15 `u~ 0 Z m O U Z J /Z V ~ W ti F- ~ V W 0 Y~ 3 5 _ ~ Q ~ 6 ~ ,Q o`~ ~ ~ ~ g H W W U U w u r ~ ~ ~ ~ N 7~ ~' €s9 h N 1` ~ r ch += ~ N v ~ ~ .~ ~~ ~~ ~ ~ ~ C ~ Z FROM (FRI)MAR 16 2007 13:32/ST.13:30/No.6824309806 P 13 ~~-1~-~~ 11:59 From:FP-GEOTECN 9709458454 To:9704760710 P.13~15 Hepworth-P4wluk Geotechnlcal, Inc. 5020 County Bond 354 Gkowood SpNo~t, Colorrdo 8]601 Phone:970• -79!18 Fes; 97a9r.S.8rSd bpdeo®hpsp~leeh,com December 8, 1999 J.L.Viele Construction Arta: Richard McGhee 1000 South Frontage Road West. Site 202 'Vail, Colorado 81657 lob No. 199 552 Subject: Observation of Excavation. Proposed Addition (Garage), Lot 1, Hlock 3, Va0 Village, Filing 3, 343 Beaver Dam Road, Vail, Colorado Dear Mr. McGhee; As requested, a representative of Hepworth-Fawlak Geotechnical, It]c, observed the excavation at the subject site on November 12, 1999 to evaluate the soils exposeed for fwndadon support. The findings of our work and recommendations for the foundation design arc presented in this report. The work was doge is Accordance with our agreement for geooechnical services to J.L. Viele Co]tstivctioa, dated July 12, 1999, 1'he subsoil study was performed for the; original building on the site by Woodward- Clyde-Sherrard and Associates, their Job No. 10316-4736, dated June 9, 1967. We previously observed bearing conditions for other additions to the house as repotted in letters dated July 30, August 30 and September 15, 1999. The exiatvtg two story house is built on steel columns with an o en craw addition is to be a s' P Ispace. This '~ ~ry garage over an open crawlspace. Footings have been designed for an assumed allowable soil bearing Pressure of 1,000 psf. At the time of our visit to the site, three foo from 3 tr4 to 4'~i foet below the adjacent ground surfaT~ 9obilsne~ ~ in ~ el bottom of the excavation consisted of medium stiff ~ravclly sandy clay. About 1 foot of wet subsoils was observed in as interior footing p~ along with standing water. ~1~-e r~mmended subexcavating the soft soils to more competent gravelly Soils and replacing with compacred screened rock up to design foo ' testing ~ ~~'~~ on Table Y. The soils were moist ~ ~ ~~ The laboratory T'he soil conditions exposed in the excavation are: consistent with chose encowatertxl on tDe site during previous visits and suitable for the recommended allowable bearin support of spread footings designed for soils should be removed in the footing areas to expo0se the and sNrt~ ~~ ~~ ~ Any water seepage into t}le excavation should be collated apd diverted away 1iou1 the footing areas and aqy softened soils and mud removed before concrete placement, Other recommendations presented in our previous reports which are applicable should also be observed. FROM JHN-15-c''S07 11:59 From: HP-CBOT[=CH ].L. Vicle Construction December 8, 1999 Page 2 (FRI)MAR 16 2007 13:32/ST.13:30/No.6824309806 P 14 9?09458454 To:9704760710 P.14~15 The recomrticnda[ions submitted in this letter are based on our observation of the soils exposed within the foundation excavation and do not include subsurface exploration to eva]uace the subsutface conditions within the loaded depth of foundation inHu~ace. Variations in the subsurface conditions below the excavation cou]d increase the risk of foundation movement, R/e should be advised of any variations encountered is the excavation conditions t`or possible changes to reconnu~eadations contained in this letter. If there arc any gaestYOOS or if we may be of further assistance, please let as know. Sincerely, HEPwORTH - PAWLAK GEOTEC[~NICAL, INC. Trevor I-. Knell Rev. by: Daniel E. Hardin, P.E. TLIU]csm attachment H-P GEOrecH t'IAY-21-2907.16:43 From:FP-C~JOlEt3-I 9709458454 w H HEPWORTH-PAWLAK GEOTECHNICAL May 21, 2007 c% Boles Custom Builders, lnc. Attn: Brad Foster 0210 Edwards Village Boulevard Suite B-101 Edwards, Colorado 81632 To:970 926 2078 P.2~4 rpworth-t'awlak Geotec necal, Inc. 5010 C:~xmt~ R.iat1 154 C;IenN.wd Spnngs, Color.~o $ t 60I F'h~~ne: 970-945-798(1 Fae. 97~~-945-8454 rmad- h~~Dhpgrotech-corn ~c~4~~~ ~~ t~a~~ ;.~ "~ ` ~. _ si lob No. 107 0339 Subject: Observation of Excavation, Proposed Addition, Lot 1, Block 3, Vail Village, 3`d Filing, 343 Beaver Dam Road, Vail, Colorado Gentlemen: As requested by Brad Foster with Boles Custom Builders, Tnc., a representative of Hepworth-Pawlak Geotechnical, Inc. observed the excavations at the subject site on May 11, 1 S, 16 and 18, 2007 to evaluate the sui1S exposed for foundation support. The findings of our observations and recommendations for the foundation design are presented in this report. The services were performed in accordance with our agreement for professional engineering services to Michael Herman c% Boles Custom Builders, lne., dated May 4, 2007. We previously observed the bearing conditions for other additions to the residence and summarized our endings in reports dated, July 30, August 30, September l 5 and December 8, 1999, Job No. l99 522. The existing residence consists of 2 stories of wood frame construction supported by steel columns over an open crawispace. The proposed addition will be attached to the northwest comer of the existing residence and be supported by 3 new columns. Pad footings sized for an assumed bearing pressure of 2,000 psf will support the new columns. At the time of our initial visit to the site, excavation for the new pad footings had not begun. We returned to the site on May 15, 2007 and observed that 2 of the 3 proposed pad footings had been cut in l level up to about 4 feet below the adjacent ground surface. The western pad had not been excavated. The soils exposed in the bottom of the completed excavations consisted of soft, sandy clay with organics. A shallow depth of standing water was also observed in the excavations. We encountered dense gravel soils Parker 303-841-?ll9 Colorado Springs 719-633-5562 Silverthome 970-468-1989 1"~Y-21-2097.16:43 From:l-P-CaEOTECH 9709458454 To:970 926 2078 P.3~4 ., Michael Herman May 21, 2007 Page 2 below the soft, wet clay soils by probing the excavation bottom by which we estimated to extend to a depth of about 2 feet below design footing grade. We recommended in the field to Don Kelly with Boles Custom Builders, Inc. to remove the soft, wet clay soils to expose the natural gravel soils and re-establish design fooling grade with compacted screened rock. In addition, any standing water in the excavations should be collected and removed prior to placing concrete. We observed natural dense gravel soil in the bottom of the excavations which had been deepened to about 6 to 7 feet below the adjacent ground surface when we returned to the site on May 16, 2007. Ai the time of our final site visit on May 18, 2007, we observed that screened rock had been placed up to between about 4 to 5 feet of the adjacent ground surface in the bottom of the western pad excavation which had been excavated and backfilled prior to our arrival to the site. We understand that any soft, wet clay soils were removed prior to placing the screened rock. About 1 to 2 inches of standing water was observed on top of the gravel. We recommended to Don Kelly with Boles Custom Builders (via telephone) to remove the standing water prior to placing concrete. Considering the conditions exposed in the excavations and the nature of the proposed construction, spread footings placed on the limited depth of compacted screened rock and designed for an allowable soil bearing pressure of 2,000 psf should be adequate for support of the proposed pad footings. There could be some differential settlement between the pad footings depending on the depth of the screened rock and loading conditions. Any water seepage into the excavations should be collected and removed prior to placing concrete. Footings should be provided with adequate soil cover above their bearing elevations for frost protection. Any construction dewatering should continue until the footings are backfilled. Other recommendations provided in our previous reports, which are applicable, should also be followed. The recommendations submitted in this letter are based on our observation of the soils exposed within the foundation excavations and do not include subsurface exploration to evaluate the subsurface conditions within the loaded depth of foundation influence. This study is based on the assumption that soils beneath the footings have equal or better support than those exposed. The risk of foundation movement may be greater than indicated in this report because of possible variations in the subsurface conditions. 1n )ob No. 107 0339 GecSbeCh 9.~~454 t'1RY-21-X007._16:43 From:FP-C~DTE~ Michael Herman May 21, 2007 Page 3 order to reveal the nature and extent of variations in the subsurface conditions below the excavation, drilling would be required. Ii is possible the data obtained by subsurface exploration could change the recommendations contained in this letter. If you have any questions or need further assistance, please call our offrce. Sincerely, HEPWORTH - PAWLAK GEOTECHNICAL, INC. X00 R E~~sr ~~~• '~~ .a r: :~- 389 r Trevor L. Knell, P.E. .090 ; 5'21'x.] .: ~~ .~ Rev. by: SLP ~~~s/ONAL~~\ TLKJvad Job No. 107 0139 C~C9~EECrI 7z ~I ~~~~~ CUSTOM BUILDERS, INC Request For Information To: Hannes Spaeh From: Mike Mascaros Project: Herman Remodel Project #: 07.010 343 Beaver Dam Road Vail, CO 81657 Request For Information #: 7 Subject: Structural Connection at grid lines Sent Via: Email ASI: n/a Cost Impact: No Schedule Impact: No Status: Pending Request Date: 6/4/2007 Needed By: 6/5/2007 Response Date: Distribution: Brad Foster, Don Kelley, Hannes Request: Please clarify the structural connections at grid lines~4C and 4D Response: ~~ ~, ~ ~~i~`-~~ G- ~~ ~ Q~ ~ ~ ~ ~. ~ ~~ ~~~- Attachment mot/ Date Description `°i~/7 ~~ JOB Monroe & Newell - Engineers, Inc. s"E~ NO' °F ~ ~ CALCULATED BY r ~ ~ DATE CHECKED BY DATE ~ 1. ~_.` _.._ .. ~ ' ~ _..~ .~~" ~ ==141.. _ _. _ _ _ _ _ _ ___ Rte. F ~ -~ C ~ ~.~ __ _ _. o ~- ._ .- ~ . _ , _ _ 1 7i 1 a I (SnpN Shxrsl2~-7 (Paddd) %i000Cf 201-1 (Seale Shah) 2057 (PaAEed) ~oB .~" ~~ ~~~ . ~ Monroe & Newell .. Engineers, Inc. SHEET NO.- OF (/ ,, CALCULATED BY ~~~~ DATE `~'~ ... ~ - ~ CHECKED BY DATE .i ~~~ ~...!... _~........tl~ ..........~..... 4 l~.~ ~ ~ . .e 1 r^ .- r ~~~~~ 725 CUSTOM BUILDERS, INC Request For Information To: Hannes Spaeh From: Mike Mascaros Project: Herman Remodel Project #: 07.010 343 Beaver Dam Road Vail, CO 81657 Request For Information #: 10 Subject: Cantilever roof off of garage Sent Va: ASI: n/a Cost Impact: Schedule Impact: Status: Pending Request Date: 7/3/2007 Needed By: 7/6/2007 Response Date: Distribution: Don Kelley, Hannes Spaeh, Matt Lee, Mike Mascaros Request: Hannes, Can you please clarify how we're to frame the small roof at the entry of the garage. Thank you. Mike Response: sEE ,~-~ ~..1~ r~~ ~I ~ ~~-r~~ ~~ ~~~~~~f ~~~~ Request Attachments Date Description Response Attachments Date Description ~~~~ y~ ~-~G s ' Monroe & Newell J°B Engineers, Inc. sHEET No. of CALCULATED BY ~~ DATE '' ~ CHECKED BY DATE SC:AI F i b196'-3" TOP~F PLYWOOD (3)~ IN-FILL EXISTIh --- (~ 3 ~ ~ ~_ L ~.~ ~, ,~ JOB Monroe & Newell Engineers, Inc. SHEET NO. CALCULATED BY CHECKED BY_ crag c OF /~y "" r .` w/ DAT DATE ~,. i {. ~~ d„ ~~F ----~ (` _ _ cc~, Wit' ~,~ ~L .. ~~~ ~~~ CUSTOM BUILDERS, INC Request For Information To: Hannes Spaeh From: Mike Mascaros Project: Herman Remodel Project #: 07.010 343 Beaver Da m Road Vail, CO 81657 Request For Information #: 12 Subject: Header off deck joists Sent Via: ASI: n/a Cost Impact: Schedule Impact: Status: Pending Request Date: 8/7/2007 Needed By: 8/7/2007 Response Date: Distribution: Don Kelley, Hannes Spaeh, Mike Mascaros Request: Hannes, Please review the attached images. We need to put the deck floor drain in and the LVL's are going to be in the way. We would like to header the LVL's so we are able to put the drain in and run the pipe. Please contact me with any questions. Mike Response: ~ ~-~ ~ I I`,.~.._.__~~ ~-~"~~..,, ~~I ~~ ~ Request Attachments - f tom---_ ~9~% Date Description ~ 8/7/2007 Image of drain and framing - IMG_0012.JPG 8/7/2007 RFI # 12 Header sketch Proposed -RFI 12 Sketch of propsed header.pdf Response Attachments Date Description + .. ~ ~ Monroe & Newell Engineers, Inc. JOB ~ 1~[~- ~ 1 "~" SHEET NO. OF CALCULATED BY ~ ~ DATE ~~/~ CHECKED BY SC:AI F DATE ~~~~~ CUSTOM BUILDERS, 1NC Request For Information To: Hannes Spaeh From: Mike.Mascaros Project: Herman Remodel Project #: 07.010 343 Beaver Dam Road Vail, CO 81657 Request For Information #: 13 Subject: Reframe roof to accept stair Sent Via: ASI: N/A Cost Impact: Schedule Impact: Status: Pending Request Date: 10/1/2007 Needed By: 10/8/2007 Response Date: Distribution: Hannes Spaeh, Mike Mascaros Request: Hannes, ~We will be receiving the spiral stair in a couple of weeks and we will need to open the existing roof to accept the stair, going through the roof will be the only way we can get the stair into the space. Please advise on how you will like to header off this roof area. The stair is to be about 80 in diameter please refer to architectural drawings for specs and placement. Thank you. Mike Response: C~'~~ f~,~" -- `` ~r~'"~"'~',~,Q,I...r ~~a~ ~ ~ ~ i~l,G ~~~ Request Attachments Date Description Response Attachments Date Description y ~ ~' roe ~ ®~ 72~ Monroe & Newell Engineers, Inc. SHEET No. of CALCULATED 8Y ~ ' DATE ~ ~ O CHECKED BY DATE SCALE C ~ ~ I I { ~ x 3 ~J - zx8 ~-~ ~.L 3 - ~'J 1 ~ ~ \ ~ ~ " ~ - W 14 E~GI/(~ I _ ~ 0 -_ ~. 2~_~r-- ry ~ I ~N ~ ~ ;, ~~ ~ I ` 2: X IV i r \ ' ` ~ ~ , ~ i \ ~ z W ~ ~ ( ~ ,\ m J ~ NEW 14" BGI/6500 - - - ~, AT I,~~„ ~ i ` --- ~ \ ~ x6' 8 " W ~. ~ 1 -3 ~ _! ~m ~ TO!? ~F ~-~ f ~ `• ~ PLYWOOQ - - - - % ~ , NEW ~3~ XI; IN-SILL. - EXISTING l ~ ~ ~ "" _ _ -~ • . -----_ _ _:,_~ ~ _.•._, t .. ~_ ........; . l Alf~/11~ ......... Ir. :: .~ ~ ~ ~ .. NN ~ ~ - .1~ITIII77~ I f~ 1 ~` / Monroe 8~ Newell Engineers, Inc. FIELD REPORT Date: June 28, 2007 Project: Herman Residence Weather: Sunny To: Morter Architects, Inc. 2271 North Frontage Road West, Suite C Vail, CO 81657 Project #7251 Location: Vail, Colorado Temp: 87° at 4:30 P.M. The purpose of this site visit was to observe installed framing and answer contractor questions. The following was noted: 1. First floor framing and the new second level floor and roof were in place. 2. Some connections were not completed yet. 3. One inch of non-shrink grout is indicated in all structural sections under steel columns and beams bearing on concrete. This grout shall be installed! 4. Existing second level framing was exposed at grids 3/C-D. Soffit framing and manufactured floor trussed were observed. The manufactured floor trusses A 2007 Platinum Corporate Sponsor of ~~= ~ ~ Colorado A Component of The American Irutitute of Architects ~'ww.monroe-newell.com 70 Benchmark Road • Suite 204 Y.O. Box 1j97 . Avon (970) 949-7768 • FAX (97p) 949_4054 • email: avonC~3monroe-newell.com Vaii, Colorado Denver, Colorado Frisco, Colorado .~ cannot be cut to install the new steel floor beam under the existing exterior wall. Therefore, the new W10x30 floor beam shall be relocated as shown in the attached section X4. 5. The existing (2)-12" V.L. beam at grids C/3-4 in the second floor framing shall be cut out and the new W10x30 steel floor beam installed flush with the existing floor joists as shown in section 2/52.02 and section X3 previously issued as response to RFI #7. 6. Soffit framing at grids C-D/3-4 below the second level can be cut out below the manufactured floortrusses. - No other exceptions to the structural documents were noted. Very truly yours, MONROE & NEWELL ENGINEERS, Hannes Spaeh, P.E. Principal Monroe & Newell Engineers, Inc. 2 Herman Residence June 28, 2007 (M&N #7251) i ~ ~' Monroe & Newell J°B Engineers, Inc. sHEEr No. CALCULATED BY, i CHECKED BY_ SCALE I' C~ 7 OF r~ DATE ~ Z 'Q DATE Ct TOWN OF VAIL FIRE DEPARTMENT VAIL FIRE DEPARTMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2135 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ALARM PERMIT OWNER APPLICANT CONTRACTOR Desciption Valuation Job Address: 343 BEAVER DAM RD VAIL Location.....: 343 BEAVER DAM RD Parcel No...: 210107112013 Project No HERMAN, MICHAEL E. & KAREN M06/14/2007 343 BEAVER DAM RD VAIL CO 81657 SHANER LIFE SAFETY DEBORAH L. SHANER P.E. PO BOX 1073 FRISCO CO 80443 License: 0000001971 THUL ELECTRONIC SYSTEMS P O BOX 534 AVON CO 81620 License: 112-5 FIRE ALARM ADDITION $1,600.00 Permit #: A07-0049 Status ...: ISSUED Applied ..: 06/14/2007 Issued . .. 06/21 /2007 Expires . .: 12/18/2007 06/14/2007 Phone: 970-409-9082 06/14/2007 Phone: 970-949-4638 ###################4################################################ FEE SUMMARY ############################################################ Electrical--------> $ o . o o Total Calculated Fees--> $ 2 92.0 0 DRB Fee-------> $ o . o o Additional Fees----------> $ o . 0 0 Investigation--> $ o . o o Total Permit Fee --------> $ 2 92 . o 0 Will Call--------> $ o . o o Payments------------------> $ 2 92.0 0 TOTAL FEES--> $292.00 BALANCE DUE --------> $0.00 ############### ########################################################################################### ####################4################## Approvals: Item: 056 00 FIRE DEPARTMENT 06/ 18/2007 McGee Action: AP Plans for addition are approved as submitt~ NOTE: Entire system is required to comply. Make corrections and additional in exi; portion as needed to comply with current TOV codes and standards. *###*###*#*##**###**##############*###*#############**####*###**######**##################r#*###*s####*##*##*#*+#########*################*###### CONDITIONS OF APPROVAL ############f#################################################################################################################t################## 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 ADVfYN~F~3Y~E~EPHONE AT 479-2135 FROM 8:00 AM - 5 PM. OWNER OR CONTRACTOR FOR HIMSELF AND OWNER TOWN OF VAIL, COLORADO Statement **~******s~****~******r*********~**+++**~*********************~******~********************** Statement Number: 8070001039 Amount: $292.00 06/21/200711:08 AM Payment Method: Check Init: DDG Notation: Thul Electronics 39671 ----------------------------------------------------------------------------- Permit No: A07-0049 Type: ALARM PERMIT Parcel No: 2101-071-1201-3 Site Address: 343 BEAVER DAM RD VAIL Location: 343 BEAVER DAM RD Total Fees: $292.00 This Payment: $292.00 Total ALL Pmts: $292.00 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 FIRE ALARM PERMIT FEES 60.00 PF 00100003112300 PLAN CHECK FEES 232.00 ----------------------------------------------------------------------------- TOWN OF VAIL 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 DEPARTMENT OF COMMUNITY DEVELOPMENT NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ELECTRICAL PERMIT Job Address: 343 BEAVER DAM RD VAIL Location.....: 343 BEAVER DAM RD Parcel No...: 210107112013 Project No X23 61 -~C~S~ I OWNER APPLICANT CONTRACTOR Desciption: Valuation: HERMAN, MICHAEL E 343 BEAVER DAM RD VAIL CO 81657 MD MOLLER CO PO BOX 1508 EDWARDS CO 81632 License: 355-E MD MOLLER CO PO BOX 1508 EDWARDS CO 81632 License: 355-E & KAREN M07/19/2007 07/19/2007 07/19/2007 Permit #: E07-0134 Status ...: ISSUED Applied ..: 07/19/2007 Issued . .. 07/23/2007 Expires . .: 01/19/2008 Phone: (970) 569-3913 Phone: (970) 569-3913 ELECTRICAL FOR AN ADDITION OF GRFA TO A SFR $0.00 Square feet: 2000 ########**###########*##########*****###+#+#####*###+#+####*#*##*## FEE SUMMARY #######*#######*#####*#############*#*###########*########## Electrical----> $86.25 Total Calculated Fees--> $69.25 DRB Fee----> $ o . 0 o Additional Fees--------> $ 0. 0 0 Investigation--> $ o . 0 0 Total Permit Fee--------> $ 8 9.2 5 Will Call---------> $ 3 .0 0 Payments----------------> $ 8 9. 2 5 TOTAL FEES--> $ 8 9. 2 5 BALANCE DUE-------> $ 0 . 0 0 ###i################################################################i#################################################################f########## Approvals: Item: 06000 ELECTRICAL DEPARTMENT 07/19/2007 shahn Action: AP #i###################################4i#fk#############f##################################4###############f#################i#################### CONDITIONS OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. ##########t###################################4################################################################################################## 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. REQU FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM. n i t V ~,. TOWN OF VAIL, COLORADO Statement Statement Number: 8070001302 Amount: $89.25 07/23/200709:33 AM Payment Method: Check Init: LT Notation: MD Moller / ck 7239 -------------------------------------------------------------- Permit No: E07-0134 Type: ELECTRICAL PERMIT Parcel No: 2101-071-1201-3 Site Address: 343 BEAVER DAM RD VAIL Location: 343 BEAVER DAM RD Total Fees: $89.25 This Payment: $89.25 Total ALL Pmts: $89.25 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ -- EP 00100003111100 ELECTRICAL PERMIT FEES 86.25 WC 00100003112800 WILL CALL INSPECTION FEE 3.00 FROM 07 18 2007 11:19/ST,11:18 P002 APPLYCATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSI ~?~ ~~~ ---~ Project #: _ Building Permit #: ,. !, _~~~ ~ I ~ (~ Electrical Permit #: c3 i -: ~ ~ ` 1' 970-479-2149 (Inspectio s) iS S. Fron~~e ltd. Va" ,Colorado 81657 (, -r/TOWN OF VAIL ELECTRICAL PERMI PPLICATION $q. CONTRACTOR INFORMATxON Electrical Contractor ~~ To2w7n of Vail Reg. No.; Contact Perso d Phone #'s: ' `~.~ ~~ ' '-'~ _ ,,,, ,. -.., _ ~ ~ _ r, -~.. - _ ~., (~ r~- l Fan#: 1. SC 1~~' . ~ ~-t- COMPLETE SQ. FOOTAGE FOR AREA OF WORK AND VALUATION OF WORK (Labor & Materials) AMOUNT OF SQ FT IN STRUCTURE: ~ -~~ ~ ELECTRICAL VALUATION: $ .,..~., _ ~+ a~„ia_.~,.inly rnr» fns Parce/ a4` Contact E /e Goun Assessors vmce ~~ 9.~ ~~o-o••-••• ~, .,~,. -- -- --_- - Parcel # ~ ~ 1 1 Job Name' ` N ~~~~~ lob Ad s: oZ'~' ~~ ~' OGl Filin : Suixiivision:~ ` ~ ~, ~` '~ ? g Legal Description Lot: 1 Biock: j Owners Name:~1 Address: ~ ~~~ ~d • Phone: Engineer: Address: Phone: Detailed description of work. ~~vt Addition ( ) Remodel ( ) Work Class: New ( ) Repair ( ) Temp Power ( ) Other ( ) work T Interior ( Exterior ( ) Both ( ) YPe~ Does an EHU exist at this location: Yes ( ) No ( ) type of Bldg.: Singirfamily ) Duplex ( ) Muld-family ( ) Commercial ( ) Restaurant ( )Other ( ) No. of Existing Dwelling Units In this building: ~/~, l No. of Accommodation Units in this building: (~ Is this. ermit for a hot tub: Yes No ) No Y Does a Pre Sprinkler Syrstem Exist: Yes ( ) No es ( Does a Fire Alarm Exist: .~.~ . L C~~`t,~ K FOR OFFICE USE NLY'-'-'~'~wx~*w*****x*wwwwat~t~+-r~,~t~********xw AifKitxKa4Kk4%%!t#ir**x*wwwwwAlfAAIiK}tk**#,r*~* Other Fees• ' . Date Received: DRB Fees: ~ ~ ~ Acce 9 Planner si n-off: ~ ' F:~cdev~FORM5~Vermlts\Building\eleRical~ermlt_i1-23-2005.DOC Page 1 0(2 11/23/2005 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ~n~aro~vn¢ 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 ASFR Job Address: 343 BEAVER DAM RD VAIL Location.....: Parcel No...: 210107112013 OWNER HERMAN, MICHAEL E. & KAREN M 09/19/2008 343 BEAVER DAM RD VAIL CO 81657 APPLICANT ROD HALL COMPANY 09/19/2008 Phone: 303-777-7700 DBA COLORADO COMFORT 255 WYANDOT STREET DENVER CO 80223 License: 150-M CONTRACTOR ROD HALL COMPANY 09/19/2008 Phone: 303-777-7700 DBA COLORADO COMFORT 255 WYANDOT STREET DENVER CO 80223 License: 150-M Desciption: INSTALL GAS FIREPLACE Valuation: $5,000.00 ALL TIMES Permit #: M08-0236 ~~Joo~~ Project #: PRJ07-0059 Status ...: ISSUED Applied ..: 09/19/2008 Issued . .: 10/08/2008 Expires . .: 04/04/2009 *.......,.« .............«.»....................:..............«...,~....*...«.**FEE SUMMARY.....................,.*3,~..................,............:..«.................*...«.. Mechanical Permit Fee-> $100.00 Will Call-----------> $4.00 Total Calculated Fees---> $129.00 Plan Check------------------> $25.00 Use Tax Fee------> $0.00 Additional Fees-----------> $0.00 Investigation-------------> $0.00 TOTAL PERMIT FEE---> 5129.00 Total Calculated Fees--> $129.00 Payments-----------------> 5129.00 BALANCE DUE--------> 50.00 APPROVALS Item: 05100 BUILDING DEPARTMENT 09/19/2008 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. Signature of or Contractor - lp - ,~' ` O~ ~- Date m e c h c a n i ca I_p a rm it_041908 TOWN OF VAIL, COLORADO Statement Statement Number: 8080001855 Amount: $129.00 10/06/200810:39 AM Payment Method: Check Init: SAB Notation: 1637 COLORADO COMFORT ---------------------------------------------------------------------------- Permit No: M08-0236 Type: MECHANICAL PERMIT Parcel No: 2101-071-1201-3 Site Address: 343 BEAVER DAM RD VAIL Location: Total Fees: $129.00 This Payment: $129.00 Total ALL Pmts: $129.00 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ MP 00100003111100 MECHANICAL PERMIT FEES 100.00 PF 00100003112300 PLAN CHECK FEES 25.00 WC 00100003112800 WILL CALL INSPECTION FEE 4.00 ~.. Mechanical Room Lavout drawn to scste bo Include- - Mechanical Roorn Dimensions _ Combustion Air Dud Size and Location _ Flub, VeM and bas Line Size and Location _ Beat Loss Calculations _ Equipment Cut /Spec S'heeb Project AddrMs Cor,>traotor IMotmatlon Company: 4 f' Company Address: a~i S lcJ~~ ~'7~' Ci~r: ~ tJ ~ (,Stater ZipA~ ~ 2 3 Contact Name: ~-~,~ / .o~D c~C.~L, Contact Ph:.3t".)3- 7 77~ I /~ 0 ~ Cell: E-Mail: Tow of ar7 Contractor Rey ration No: ~ SCE --/~ Contractor Signaturo (roqutred) Proper4r iMorrnadon Parcel #: 4~ b ~ ~ ~ 1 l ~ ~ Legal Description: Lot # Blk # SubdivWon: Job Name: ,~y~ Owner Name: ''` ~ ~ . ~. nl amyl, MailirgAddross: ~~3 ~L4.zX~ [~~-~ . (For Parpl 8 Contact Fagls County aweasars l)ffloe atalp-328-e8~0 or vlak www.~eptaoounty.uslpatie) Arohllact () Dss~ner() Engineer ( ) Name; Phone; Fax: Mail: ~12~1 ~oo Prow ~: ~ 0_°7 ~- o a s Building Permit #: Ic~Q1//~,'~a~/ I 2 Mechanical Permit #: ~ V ~'- ~~ Di~et--atk__dllDescrlpdon of Work: ~~~~~ ~~~ -~i~ /mod QCO.?~rt T~ ~~Ge~t~-aT ~~ ~-~~- ~t-NS= z a z 3. i (Use addkional sheet It necessary} Complete Valuation for Mechanical Permk: Mechanical: Work Class: New ()Addition ( )Remodel ()Repair ( ) Other IyY Bolles Location: Interior ( ) Exterior ( ) Other ( ) Na/Type Existing Fireplaces: Gae Appkances(t was Lope ( ) woodlPellel ( ) No/Typs Proposed Flreplacae: Goa App Ilancea~ Gea Logs ( ) WoodlPellet ( ) Building Type: Singlo-Famlly (~lwro-Family ( ) Muld-Family Commercial ( ) Townhome ( ) Other ( ) --------....._..._...w.____...._..~...._.. _...__... Date Received: ~ ; ~a~ j'd 69TiLGGEOE s~.vnpo~d ~JO~WO~ ope~oioU Wd6Z~T 8002 GT daS TOWN OF VAIL 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-213 8 NOTE: DEPARTMENT OF COMMUNITY DEVELOPMENT THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES MECHANICAL PERMIT Job Address: 343 BEAVER DAM RD VAIL Location.....: 343 BEAVER DAM RD Parcel No...: 210107112013 Legal Description: VAIL VILLAGE FILING 3 LOT 1 BLK 3 Project No ' ~ ~j-~ ~ _ o a~ OWNER HERMAN, MICHAEL E. 343 BEAVER DAM RD VAIL CO 81657 APPLICANT SKYLINE MECHANICAL P.O. BOX 1258 GYPSUM CO 81637 License: 121-M CONTRACTOR SKYLINE MECHANICAL P.O. BOX 1258 GYPSUM CO 81637 License: 121-M & KAREN M09/26/2007 Permit #: M07-0238 Status ...: ISSUED Applied ..: 09/26/2007 Issued . .. 09/27/2007 Expires . .: 03/25/2008 09/26/2007 Phone: 970-524-6809 09/26/2007 Phone: 970-524-6809 Desciption: ADD VENTILATION TO ADDITION Valuation: $3,200.00 Fireplace Information: Restricted: # of Gas Appliances: 0 # of Gas Logs: 0 # of Wood Pellet: 0 ****+s***•s*sss*^++sssss*+s~s**•s*^s**~*+s*s*s*ss****•s***s•**arss*+ FEE SUMMARY **~**a**s*a*s~*sss*~s*ss*sss**st*s~•*^*a+s*ss+s*s~:~***s-**s Mechanical-> $ e o. o o Restuarant Plan Review--> $ o. o o Total Calculated Fees---> $ i o 4. o 0 Plan Check--> $ 2 0 . o o TOTAL FEES-----------> $104.0 0 Additional Fees--------> So.oo Investigation-> $ o . o o Total Permit Fee---------> $104.00 Will Call-----> $4.00 Payments------------------> $104.00 BALANCE DUE------> $ o . 0 0 t+as*sata*sa+*a•sss-:t*wss*s~s*a~aea*~s**s++*s+s*ss~t*a*r~**^*s*s**sr*as**ss~**ss*as~t*s~s*wss**s+ss~s~t****sssa+***»s****•s***ss**s~t**a*s*wass~a Item: 05100 BUILDING DEPARTMENT 09/26/2007 cgunion Action: AP Item: 05600 FIRE DEPARTMENT 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: 23 (BLDG.): BOIILER INSTALLATION MUST CONFORM TO MANUFACTURER'S INSTRUCTIONS AND CHAPTER 10 OF THE 2003 IMC. Cond: 25 (BLDG.): GAS APPLIANCES SHALL BE VENTED ACCORDING TO CHAPTER 5 OF THE 2003 IFGC. Cond: 29 (BLDG.): ACCESS TO MECHANICAL EQUIPMENT MUST COMPLY WITH CHAPTER 3 OF THE 2003 IMC AND CHAPTER 3 OF THE 2003 IFGC . Cond: 31 (BLDG.): BOILERS SHALL BE MOUNTED ON FLOORS OF NONCOMBUSTIBLE CONST. UNLESS LISTED FOR MOUNTING ON COMBUSTIBLE FLOORING. Cond: 32 (BLDG.): PERMIT,PLANS AND CODE ANALYSIS MUST BE POSTED IN MECHANICAL ROOM PRIOR TO AN INSPECTION REQUEST. Cond: 30 (BLDG.): BOILER ROOMS SHALL BE EQUIPPPED WITH A FLOOR DRAIN OR OTHER APPROVED MEANS FOR DISPOSING OF LIQUID WASTE PER SECTION 1004.6. ###########i############f###4##si#######################srt####################################################################################### 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 TEL~NE A''~7~ OR AT OU)jr>5}'FICE FROM 8:00 AM - 4 PM. ATURE OF OWNER ORf ANT FOR IMSELF AND OWNER TOWN OF VAIL, COLORADO Statement Statement Number: 8070002003 Amount: $104.00 09/27/200709:19 AM Payment Method: Check Init: DDG Notation: Skyline 11539 --------------------------------------------------- Permit No: M07-0238 Type: MECHANICAL PERMIT Parcel No: 2101-071-1201-3 Site Address: 343 BEAVER DAM RD VAIL Location: 343 BEAVER DAM RD Total Fees: $104.00 This Payment: $104.00 Total ALL Pmts: $104.00 Balance: $0.00 **+~*~**~*~**************~*********************r*****a*****~~*******~*****+**~**********~*** ACCOUNT ITEM LIST: Account Code Description Current Pmts ------------------ ------------ ------------ MP 00100003111100 MECHANICAL PERMIT FEES 80.00 PF 00100003112300 PLAN CHECK FEES 20.00 WC 00100003112800 WILL CALL INSPECTION FEE 4.00 Sep 25 2007 2:O1PM 1nA~N~ Skyline Mechanical IhC. 970-524-0740 p.l ~~a? -~s~ APPLIGTION MRLL NOT dE ACCEPTID IF INCOMPLtTE OR UNSIGialED TOV Prajeet #: _~ OD dog, Building Permlt fit: O ~ ~ Machanicai Permit #: 97o-•iE79-2149 (L~spactloe~) ~ ~~~ 64 Sx!''G ~1- m ~ 22S" ~ MECi~an~c~: '~ 3Za v ~ ~ tbl~l~~'~r ~Jlf~fly ~rlllt~a~rrws sw...~ ~i a7!/f J90 Amain -- --'-~ - - - -- ------ ~- r. errs ~rrrrrrr. I/ /7/ low ~ ~ Job Name: ~1~~/i'r ~N ~~s. Job Addriess: 3 3 - v~i~ d~M~v La~ii D~1~tlOn LQ~ t310C1C FilinY' SVIldlYiflOn: Owners Name: Address: per; ~9t~ Address: per. DetaNed desd'ipdon of Work: r.,~ T ~ C.et • o c~ D ~i Ti o N Work Class: New () Additlon Alteration ( ) ReepOir ( ) Other ( ) Boiler Locatbn: Lsieiior ( ) 6cbeiior ( ) Other ( ) Does an EFfiJ etiaist at this location: Yes ( ) No ( ) TYPe ~ ~9~ Single-famly Duplerc ( ) Multifarrtlly ( ) Camme-tlal ( ) Restaurant ( )Other ( ) No. of iadsdng Dwelling Units in this building: /' t11o. of AaoommodaLion Units !n this buildng: of Rre t3dsti Gas Canoes Gas s Pellet Wand B N~~ ~ Rreplarns Proposed: Gas Appllanaes ( ) ~ Gas Dogs ( ) Wood/Pellet ( ) Wood Bum NOT ALLOWED Is thLs a oorMersion from a wood homing to an EPA Phase II device? Yes ( ) ~k *~R ~k ~k~R:lt ~k# elc **~K ~K ~R *~Ralc ~R ~k F: lmedianidyeim~l i-23-2006.000 Permit t+riN not be aocepbed wMi~out the 1vilawi~g: Roon~D1n awn fio scale ~u iaaA;de: o CoM~ustlon Alr Duet 3'isa and Lootbn o Flea, Mein and ~ Line Sint and L~ootlon a Hatt i,oss Ctlni. o t5qulpn~k t~t/S'~c Shaals ~~f')~ ~- ~79'~ ~ ~s~. /7A17T.. ~ .1TA.f ~~rww w-- ~ ~-.~-_ u aR~R###~R# ** JC~*~~*alc . ~+s;.Y~> v .. ~r~. ~~`~ .r~~~, .~c; OWN OF VAIL !1/23~Op5 r TOWN OF VAIL 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE DEPARTMENT OF COMMUNITY DEVELOPMENT THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES MECHANICAL PERMIT Job Address: 343 BEAVER DAM RD VAIL Location.....: 343 BEAVER DAM RD Parcel No...: 210107112013 Legal Description: VAIL VILLAGE FILING 3 LOT 1 BLK 3 Project No ~:~:~~ 6"l - Opp-( OWNER HERMAN, MICHAEL E. & KAREN M08/14/2007 343 BEAVER DAM RD VAIL CO 81657 APPLICANT WHITEWATER PLUMBING & HEATIN08/14/2007 P.O. BOX 4290 EAGLE CO 81631 License: 255-M CONTRACTOR WHITEWATER PLUMBING & HEATIN08/14/2007 P.O. BOX 4290 EAGLE CO 81631 License: 255-M Desciption: ADD 4 RADIANT HEAT ZONES Valuation: $18,500.00 Permit #: M07-0163 '~ 7 - ZS OCo`( Status ...: ISSUED Applied ..: 08/14/2007 Issued . .. 08/20/2007 Expires . .: 02/16/2008 Phone: 970-328-3708 Phone: 970-328-3708 Fireplace Information: sssssssss*ss* Restricted: # of Gas Appliances: 0 # of Gas Logs: 0 # of Wood Pellet: 0 sssss sssssssss*ssssssssss*sssssssss**sss*s**ss**sss**ss FEE SUMMARY ssssssss*ss*sssss**sssssss*ssssss**ss*ssss ssss*sss*ssssssss* Mechanical--> $ 3 8 0 . o o Restuazant Plan Review--> $ o . o o Total Calculated Fees---> $ 4 7 6. 0 0 Plan Check--> $95.00 TOTAL FEES-----------> $478.00 AdditionalFees---------> $0.00 Investigation-> $ o . 0 0 Total Permit Fee---------> $ 4 7 8.0 0 Will Call---> $ 3 .0 0 Payments------------------> $ 4 7 8.0 0 BALANCE DUE---------> $ o . 0 0 •*s##is+k+k###*s#ts* Ite 051 #s*###s*#s###s##*i##*st#*######R#+k*##R##*t#*s##*t#*i##s s###st#;#s#s#*4#*####*##t*i4#*k###s###tt###st#t#-##s4#####s###s#*t1#i#s# m: 00 BUILDING DEPARTMENT 08/14 /2007 cgunion Action: AP Item: 05600 FIRE DEPARTMENT 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: 23 (BLDG.): BOIILER INSTALLATION MUST CONFORM TO MANUFACTURER'S INSTRUCTIONS AND CHAPTER 10 OF THE 2003 IMC. Cond: 25 (BLDG.): GAS APPLIANCES SHALL BE VENTED ACCORDING TO CHAPTER 5 OF THE 2003 IFGC. Cond: 29 (BLDG.): ACCESS TO MECHANICAL EQUIPMENT MUST COMPLY WITH CHAPTER 3 OF THE 2003 IMC AND CHAPTER 3 OF THE 2003 IFGC . Cond: 31 (BLDG.): BOILERS SHALL BE MOUNTED ON FLOORS OF NONCOMBUSTIBLE CONST. UNLESS LISTED FOR MOUNTING ON COMBUSTIBLE FLOORING. Cond: 32 (BLDG.): PERMIT,PLANS AND CODE ANALYSIS MUST BE POSTED IN MECHANICAL ROOM PRIOR TO AN INSPECTION REQUEST. Cond: 30 (BLDG.): BOILER ROOMS SHALL BE EQUIPPPED WITH A FLOOR DRAIN OR OTHER APPROVED MEANS FOR DISPOSING OF LIQUID WASTE PER SECTION 1004.6. ###########f################f#########4#################4##############i#####+k################################################################### 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 M ADVANCE LEPHONE A 479-2149 OR OUR OFFICE FROM 8:00 AM - 4 PM. SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER ******************************************************************************************** TOWN OF VAIL, COLORADO Statement Statement Number: 8070001578 Amount: $478.00 08/20/200710:09 AM Payment Method: Check Init: DDG Notation: Whitewater P & H 13176 ----------------------------------- Permit No: M07-0163 Type: MECHANICAL PERMIT Parcel No: 2101-071-1201-3 Site Address: 343 BEAVER DAM RD VAIL Location: 343 BEAVER DAM RD Total Fees: $478.00 This Payment: $478.00 Total ALL Pmts: $478.00 Balance: $0.00 ACCOUNT ITEM LIST: Account Code- - - - Description Current Pmts ------------------------------ MP 00100003111100 MECHANICAL PERMIT FEES 380.00 PF 00100003112300 PLAN CHECK FEES 95.00 WC 00100003112800 WILL CALL INSPECTION FEE 3.00 ------------------------------------------------ Rug 10 2007 9:37RM WHITEWRTER PLUMBING. 9703283368 p.2 APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNE ..:. ...: .. . ...:..: ' TOV Project #: ~- ~~ Building Permit #: - p ::::::::::: ~ 6 ":.~ :'~`;~~`~ ~~. /Y~ ~~ ~ b 1 ~ Mechanical Permit #: ~~~~,.~`~::~~ 970-479-2149 [Inspection 75 s. Frontage Rd. Permit will not be accepted without the following; Vail, Colorado 81657 Provide Mechanical Room Layout drawn to scale 1 cl~e~ ~ ~ ~/ ^ Mechanlwi Room Dimensions D Q~ o Combustan Atr Due! Size and Locetbn X11 o Flue, Vent and Gas Line Size and L,oestbn AU6 10 2001 ^ Haat Loss files. ^ Equipment Cut/Spec Sheets a Parcel # 640 or vJts/t w n .mm fo~Psrte~/#' )ob Name: ]ob Address: ' Loyal Desaiptbn .Lot: Bbck: Flllny: Subdivision: ' Owners Name: Ad Phone: Engineer: Address: Phone: D Ion of wo : Work Class: New () Addition. Alteratbn ( ) Repair ( ) Other ( ) Boiler Locat(on: Interior ~ Extexbr ( ) Other ( ) Does an EHU exist at this locatlon: Yes ( ) No ( ) Typc of Bldg: Single-family ~ Duplex ( ) Muld-famYy ( ) Commd'dal ( ) Reskaurarrt ( )Other ( ) No, of Existing Dwelling Units in this building: No. of Accommodation Units in this building: No of Flre aces Exfstf Gas A lances Gas L Woo Pellet Wovd Burnin No/Type of Flreplaces Proposed: Gas Appliances ( )Gas Logs ( ) Wood/Pellet ( ) Wood Burning (NOT ALLOWED) Ls this a aonver'sbn from a wood burning fireplace to an EPA Phase II device? Yes ( ) No ( ) *e********************** y***************************** F;1~dev1F~RN151Pa'mRslBulldinp~mechanlcai~it ii-23-2005.DOC 11/23/Z005 cnnCact E /@ Chun wsices-~vis 01f"k79 ~ 7 TOWN OF VAIL, 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE DEPARTMENT OF COMMUNITY DEVELOPMENT THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES PLUMBING PERMIT Job Address: 343 BEAVER DAM RD VAIL Location.....: 343 BEAVER DAM RD Parcel No...: 210107112013 Legal Description: VAIL VILLAGE FILING 3 LOT 1 BLK 3 Project No ~~~ -7 _ ~~~ OWNER HERMAN, MICHAEL E. 343 BEAVER DAM RD VAIL CO 81657 APPLICANT WHITEWATER PLUMBING P O BOX 4290 ~ EAGLE CO 81631 License: 104-P CONTRACTOR WHITEWATER PLUMBING P O BOX 4290 EAGLE CO 81631 License: 104-P Desciption: ADD ONE BATHROOM Valuation: $8,500.00 & KAREN M08/14/2007 & HEATIN08/14/2007 & HEATIN08/14/2007 Permit #: Status ... Applied .. Issued . . . Expires . .: P07-0127 ~~_°~~~ ISSUED 08/14/2007 08/20/2007 02/16/2008 Phone: 970-328-3708 Phone: 970-328-3708 Fireplace Information: Restricted: ?? # of Gas Appliances: ?? # of Gas Lo s: ssssssssssssssssssssssssss#ss#sssss#ss^**s##s*#s#ss#*s#sss*s#*s##s*s# g ?? # of Wood Pallet ?? FEE SUMMARY #ssssss*s#ss#ss**ss***#**ss##s##s*::sssssss**:ssssssssssssss Plumbing--> $135.00 Restuazant Plan Review-> $o. 00 Total Calculated Fees---> Plan Check-> $1 ~ 1. ~ 5 $33.75 TOTAL FEES---------> $171.75 Additional Fees----------> Investigation-> $ o . o o Total Permit Fee----------> $ o . 0 0 WillCall---> $3,00 $l~i.~s Payments-----------____-> $1 ~ 1. ~ 5 BALANCE DUE--------> $o . 00 #######################s########################f##4################s4########################.###4#f############################################# Item: 05100 BUILDING DEPARTMENT 08/14/2007 cgunion Action: AP Item: 05600 FIRE DEPARTMENT CONDITION OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. ##############s#####f######i#t####4###i#################i##############################s####i#########################################i########## 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 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM. SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER TOWN OF VAIL, COLORADO ***~~*************~***************+******+*****************+*************+******~***********ment Statement Number: 8070001579 Amount: $171.75 08/20/200710:10 AM Payment Method: Check Init: DDG Notation: Whitewater P & H 13176 --------------------------------------- Permit No: P07-0127 Type: PLUMBING PERMIT Parcel No: 2101-071-1201-3 Site Address: 343 BEAVER DAM RD VAIL Location: 343 BEAVER DAM RD Total Fees: $171.75 This Payment: $171.75 Total ALL Pmts: $171.75 Balance: $0.00 *********************************************************************r********************** ACCOUNT ITEM LIST: Account Code _- _- _ Description _____________ Current Pmts ------------------------------ PF 00100003112300 PLAN CHECK FEES PP 00100003111100 PLUMBING PERMIT FEES 33.75 WC 00100003112800 WILL CALL INSPECTION FEE 135.00 3.00 ---------------------------------- Rug 10 2007 9:37RM WHITEWRTER PLUMBING 9703283368 p.3 APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR uNSIGN D Project #: ~ ~- Building Permit #: - . a: Plumbfn Permit ~: ~~~,~~ ~ ~ 0~7 - D I a 7 970-4 ~ ~ 75 S. Frontage Rd. D Vail, Colorado 81657 ~6 1 ~ 2~~~: ~ .Z~ P ~~~ TOWN OF VAIL PLUMBING: ~ /'rAf9~ Ri~/a /Sviwfw Ae~raaan.,~ AAR..a sf e~w_~l7s_s~iw ~._ _,~ n. -- _-'- L~ - -- - ---- ---- ---- - __ - __ Parcel # _ ... ~.~... ..... i i(Ar~~l/~/ s~ .lob Name: - Job Address: 3~r~ . Logal Description Lot: Block: Filing: Subdivision: Owners Name: A php~; Engineer: Address: p~~; Detai n of wo Work Class; New () Addition Alteratbn ( ) Repair ( ) Other ( ) Type of Bldg.: Singlefiamlly ~ Duplex ( ) Multl-family ( ) Commercial ( ) Restaurant ( ) Ofher ( ) No. of 6cisting Qweliing Units in this building: No. of Accommodation UNts in this building: ***k*leRRR*RR****R*****s*~R*RRR*w***R*R*FOR OFFICE USE ONLYR*,~****R**,~***RRRR***RR***R**.,-***~1rRR ?> F:\cde~r\WRMS\PEFtM1T5\Building\plumbingpermi~il-23-200S.doc Page 1 of 1 1123/2005 COMPLETE VALUATION FOR PLUMBING PERMIT (Labor a9t< Materials) - 12-18-2008 Inspection Request Reporting 4:16 Dm Veil ~~ ~,:~, ~ Page 3 Requested Inspect Date: Friday, December 19, 2008 Inspection Area: JP Site Address: 343 BEAVER DAM RD VAIL 343 BEAVER DAM RD A/P/D Information ActyP Const T e: O B07-0069 Occu ance~ A-BUILD p y wner: HERMAN, MICHAEL E. & KAREN M. -JT Contractor: BOLES CUSTOM BUILDERS, INC Engineer: MONROE-NEWELL ENGINEERS INC. Architect: MORTER ARCHITECTS Description: ADDITION OF GRFA TO A SFR Sub Type: Use: ASFR VB Status: ISSUED Insp Area: JP Phone: 970-926-3202 Phone: 970-949-7768 Phone: 476-5105 ,~J~ Requested Insaectionfs) / '~ Item: 90 BLDG-Final /~ ' ` ~ JO ~ ~ 0 ~~ Requestor: BOLES CUSTOM BUILDERS, INC Requested Time: 08:00 AM Phone: 970-926-3202 -or- MIKE Comments: W/C MIKE 390-40 390-4052 Assigned To: JMONDRAGON ~~ Action: Time Exp: ~ Entered By: SBELLM K Comment: OVAL REQUIRED Comment: PROVIDE VERIFICATION OF SAFETY GLAZING IN POCKET GATE. ~/f~ / ~J l 1 /~~A!1 - ~,. /~~~.:~!~~ ,~/.~ wit `~ / ~~ ~~ i, ~~ Inspection History Item: 10 BLDG-FOOTING ** Approved ** Com/m1e~t COPNTRACTOR CANCELLED Action: NO NOTIFIED 05/22/07 Inspector: JRM Action: AP APPROVED Comment: Item: 20 BLDG-Foundation/Steel ** Approved ** 06/01/07 Ins ector: JRM Action: DN DENIED Comment: NO~ READY OR TO PLAN 06/04/07 Inspector: JRM Action: AP APPROVED Comment: Item: 30 BLDG-Framing ** Approved ** 10/02/07 Inspector: GCD Action: CR CORRECTION REQUIRED Comment: 1. pROVmF N_6 STRAPS AN 5.ADD LAGS 10/12/07 n s ~~to 2x6 Comment: IT~MS 1 ANC CORRECTIO 3.STILL NEEI CHANGESI~ 11 /01 /07 n spectoE Item: 50 BLDG Insulation 11 /01 /07 Inspector: D BLOCKING IN ROOF PER PLAN. BUILD OF SECOND FLOOR FRAMING ADDRESSING; NOTCH IN CANT LVL, /OERTED HdNG DR D(~S3PLY 7.5 LVL. IN NEW EXTERIO ~ ALL TO = 12" OC OR PROVIDE ENG APPROVAL OF AS S NEEDED. p D PACK @ STEEL BEAM. Action: CR CORRECTION REQUIRED READ TO BE COMPLETED. ITEMS 2 3 4 6 APPR. ADDITIONAL i 1.ADD L 70'S TO AWNING FRAMING.'1.ADD THRU BOLTS TO 3 PLY 14" LVL. f0 INSPECT ROOF FRAMING AT SPIRAL STAIRS. RECEIVED ENG STAMPED HE FIELD, ADDED TO FILE. OK TO INSULATE EXCEPT AREA TO BE ~ Action: AP APPROVED JRM proved ** Action: AP APPROVED REPT131 Run Id: 8855 01-10-2L' A..IA .-.Y Inspection Request Re A/P/D Information Requested Inspect Date: Friday, January 11, 2008 Inspection Area: SH Site Address: 343 BEAVER DAM RD VAIL 343 BEAVER DAM RD Activity: E07-0134 Type: B-ELEC Sub Type: ASFR Status: ISSUED Const Type: Occupancy: Use: Insp Area: SH Owner: HERMAN, MICHAEL E. ~ KAREN M. -JT Descnptioon: ELECTORICAL FOR AN ADDITION OF GRFA TO A SFR Phone: (970) 569-3913 Requested Inspection(s) Requester: MD MOELER CO ~ ~ Requested Time: 08:00 AM Phone: (9030) 569-3913 -or- 845- Comments: will call 845-8039 8 5 Assigned To: SHAHN Entered By: DGOLDEN K Action: Time Exp: S ~~ Inspection History Item: 110 ELEC-Service Item: 120 ELEC-Rough `~ Approved "* 08/29/07 Inspector: shahn Item: 130 ELEC Conduit Item: 140 ELEC-Misc. Item: 190 ELEC-Final REPT131 Action: AP APPROVED Run Id: 7510 02- Inspection ~~_:~ uest Reporting Page 36 -City n# A/P/D Information Activity: M07-0163 Type: B-MECH Const Type: Occupancy: Owner: HERMAN, MICHAEL E. & KAREN M. -JT Contractor: WHITEWATER PLUMBING & HEATING Description: ADD 4 RADIANT HEAT ZONES Requested Inspections Requestor~ WHITEWATER PLUMBING & HEATING Comments: will call Ron fora s 376-3085 Assigned To: JMONDRAGON Action: Time Exp: ~~ Sub Type: ASFR Status: ISSUED Use: Insp Area: CG Phone: 970-328-3708 Requested Time: 08:30 AM Phone: 970-328-3708 Entered By: DGOLDEN K Inspection History Item: 200 MECH-Rou h Item: 310 MECH-Heafing p ** Approved ** Com/me/~t rW15BRO~IN FLOOR HEAT 100PSI,Action: PI PARTIAL INSPECTION 10/01/07 Inspector: JRM Action: AP APPROVED Comment: 4 HEAT ZONES APPROVED Item: 315 PLMB-Gas Piping Item: 320 MECH-Exhaust Hoods Item: 330 MECH-Supply Air Item: 340 MECH-Misc. Item: 390 MECH-Final Requested Inspect Date: Friday, February 15, 2008 Inspection Area: CG Site Address: 343 BEAVER DAM RD VAIL 343 BEAVER DAM RD REPT131 Run Id: 7666 02- Inspection Request Vail_ Cn _ [_Ifi nln9 Page 42 Requested Inspect Date: Thursday, February 14, 2008 Inspection Area: CG Site Address: 343 BEAVER DAM RD VAIL 343 BEAVER DAM RD A/P/D Information Activity: M07-0238 Const Type: Owner: HERMAN, MIC Contractor: SKYLIN C Description: AD Type: B-MECH Sub Type: ASFR ;cu anc : Use: N M. -JT ADDITI O Phone: 970-524-6809 390 MECH-Final SKYLINE ME will call D 0-0790 's t GC) JMOND A Ti a Exp: Status: ISSUED Insp Area: CG Requested Time: 01:00 PM - Phone: 970-524-6809 Y V C Insaection History Item: 200 MECH-Rou h ** Approved ** 09/28/Olnspector: GCD p Comment: 10/01/07 Inspector: JRM Comment: VENTILATION ONLY APPROVED A Item: 310 MECH-Heating. Item: 315 PLMB-Gas Piping Item: 320 MECH-Exhaust Hoods Item: 330 MECH-Supply Air Item: 340 MECH-Misc. Item: 390 MECH-Final P l~ a /C 7 - A...i3,.- A REPT131 Run Id: 7665 (FRO MAR਍ഀ 16 2007 13:30/ST.13:30/No.6824309806 P 2਍ഀ M. i ■ v,=ui [Zk.n 7 rYJ74QW1Z>4਍ഀ l o - to(wrI rtor1M਍ഀ tlepworth-1'awlnk Cwrteehnlcvl, Inc.਍ഀ 11-4਍ഀ ,਍ഀ soin Count Road 154਍ഀ Glenwood bpr;nP- C810rudo 81601਍ഀ &ech਍ഀ G਍ഀ Phone: 970.945-79918਍ഀ 4਍ഀ Fax: 970.945-8454਍ഀ hpVo®hP8eotech.com਍ഀ 1 - 000oc(਍ഀ July 30. 1999਍ഀ J.L. Viele Construction਍ഀ Attn, Richard McGhee਍ഀ 1000 South Frontage Road West, Suite 202਍ഀ Job No. 199 552਍ഀ Vail, Colorado 81657਍ഀ Subject: Observation of Excavation, Proposed Addition, Lot 1, Block 3. Vail਍ഀ d਍ഀ o਍ഀ Village, 3rd Filing, 343 Beaver Dam Road, Vail, Colora਍ഀ Dear Mr. McGhee:਍ഀ i਍ഀ As requested, a representative of Hepworth-Pawlak Geotechnical, Inc. observed the਍ഀ excavation at the subject site on July 12 and 23, 1999 to evaluate the soils exposed for਍ഀ foundation support. The findings of our work and recommendations for the foundation਍ഀ design are presented in this report. The work was done in accordance with our਍ഀ agreement for geotechnical engineering services to J.L. Viele Construction, dated July਍ഀ on the lot by਍ഀ 12, 1999. The subsoil s tlda was Assocates, Wtheir Job No. original 105164736, 1 dated June 9,਍ഀ W oodw ard-Clyde-Sherar਍ഀ 1967.਍ഀ The existing 2 story house is built on steel columns with an open crawlspace. The਍ഀ crawlspace will be enclosed with two additions, one on either side of the existiag house.਍ഀ New foundations were designed for a soil bearing prsure of a baseme2,01000 lsf . The eastern਍ഀ addition will be a 2 story wood frame structure over਍ഀ At the time of our visits to the site, the foundation excavations had been cut in two਍ഀ levels from 3 to 6 feet below the adjacent ground surface. The soils exposed in the਍ഀ bottom of the excavation consisted of clayey silty sand with rock fragments. Screened਍ഀ rock had been placed in the northern part of the excavation. Results of swell-਍ഀ consolidation testing performed on a sample of the clayey sand taken from the site.਍ഀ shown on Fig. 1. indicate the soils are moderately to highly compressible under਍ഀ conditions of loading and n the excavation laboratory testing is surnmarized in Table I.਍ഀ as being pumped out from a sump at਍ഀ Free water was observed਍ഀ ry pits dug at Woodward-Clyde-Sherard਍ഀ the north end. The soils਍ഀ and groundwatet਍ഀ dswere਍ഀ in th very m to it explore owet.਍ഀ encountered the clayey ey sann਍ഀ seepage at a depth of about 21/: feet.਍ഀ Considering the natural soils exposed in the eastern addition area and the nature of the਍ഀ proposed construction, spread footings placed on the undisturbed natural soil designed਍ഀ for an allowable soil bearing pressure of 1,000 psf can be used for support of the਍ഀ proposed addition. The exposed soils tend to compress when loaded and there could be਍ഀ some post-construction settlement of the foundation. The variable bearing conditions਍ഀ could also increase the settlement risk. The settlement will. be differential with respect਍ഀ O~਍ഀ C਍ഀ 3w-਍ഀ Fri਍ഀ FROM .਍ഀ ,j""-1D-ever 11:55 from:w--l~~U~tWi਍ഀ _ J.L. Viele Construction਍ഀ July 30, 1999਍ഀ Page 2਍ഀ (FRO MAR 16 2007 13:31/$T.13:30/No,6824309806 P 3਍ഀ 9709458454 To:97047607i0 P.3/is਍ഀ to the existing structure. Footings should be a minimum width of 20 inches for਍ഀ continuous walls and 2 feet for columns. Loose and disturbed soils and should be਍ഀ removed to expose the undisturbed natural soils. The exposed subgrade (including਍ഀ crushed rock) should be compacted, Exterior footings should be provided with adequate'਍ഀ soil cover above their bearing elevations for frost protection. Continuous foundation਍ഀ walls should be reinforced top and bottom to span local anomalies such as by assuming਍ഀ an unsupported length of at least 12 feet. Foundation walls acting as retaining਍ഀ structures should be designed to resist a lateral earth pressure based on an equivalent਍ഀ fluid unit weight of at least SO pcf for on-site soil as backfill. A perimeter foundation਍ഀ drain should be provided to prevent temporary buildup of hydrostatic pressure behind਍ഀ the walls and prevent wetting of the below grade levels. Structural fill placed within਍ഀ floor slab areas can consist of the on-site soils compacted to at least 95 % of standard਍ഀ Proctor density at a moisture content near optimum. Sackful placed around the਍ഀ structure should be compacted and the surface graded to prevent ponding within at least਍ഀ 10 feet of the building.਍ഀ The recommendations submitted in this letter are based on our observation of the soils਍ഀ exposed within the foundation excavation and do not include subsurface exploration to਍ഀ evaluate the subsurface conditions within the loaded depth of foundation influence.਍ഀ This study is based on the assumption that soils beneath the footings have equal or਍ഀ better support than those exposed. The risic of foundation movement may be greater਍ഀ than indicated in this report because of possible variations in the subsurface conditions.਍ഀ In order to reveal the nature and extent of variations in the subsurface conditions below਍ഀ the excavation, drilling would be required. It is possible the data obtained by਍ഀ subsurface exploration could change the recommendations contained in this letter.਍ഀ If there are any questions or if we may be of further assistance, please let us know.਍ഀ Sincerely,਍ഀ HEPWORTH - PAWLAK GEOTECHNICAL, INC.਍ഀ Steven L. Pawlak, P.E.਍ഀ Rev. by: DEH਍ഀ SLPlksm਍ഀ attachments਍ഀ FROM਍ഀ LJ ~..w i i ~ • JO r r ~m• nr-~CU I C~.Yf਍ഀ 0਍ഀ 1਍ഀ ee 2਍ഀ C਍ഀ 0 3਍ഀ a਍ഀ u਍ഀ CL਍ഀ 4਍ഀ U਍ഀ e਍ഀ (FRI)MAR 16 2007 13; 31/ST.13: 30/No.6824309806 P 4਍ഀ y ruto,951i4~q I o e V 044 (bb (1N P. 4/15਍ഀ 100਍ഀ 0.1 1.0਍ഀ APPLIED PRESSURE - 'ksf਍ഀ SWELL-CONSOUDAl10N TEST RESULTS Fig. 1਍ഀ 199 552 WOR7H - PAWLAK L਍ഀ TrH.EEPPOTECHNICAL, INC.਍ഀ FROM '਍ഀ ,..-w~-id-crx+~ ti•.~o r~Ofll:ht'-l7CUICU°1਍ഀ N਍ഀ Ln਍ഀ La਍ഀ C1਍ഀ r਍ഀ C਍ഀ z਍ഀ m਍ഀ O਍ഀ '7਍ഀ ci਍ഀ Z CA਍ഀ J J਍ഀ Q N਍ഀ V਍ഀ Z਍ഀ U eu਍ഀ W H਍ഀ W _ p਍ഀ I& co਍ഀ Q਍ഀ UO਍ഀ ~ a਍ഀ d O਍ഀ O਍ഀ a ~਍ഀ w਍ഀ x਍ഀ (FRO MAR 16 2007 13:31 /ST. 13 : 30/No. 6824309806 P 5਍ഀ 9709458454 To=97047607i0 P.Vi5਍ഀ FROM '਍ഀ y.r•ccic.r, ia.~o rrum.rr-tr-uirw-r1਍ഀ t ~6F਍ഀ August 30, 1999਍ഀ (FR O MAR 16 2007 13:31 /ST. 13 : 30/No. 6824309806 P 6਍ഀ v rwtr4bts4z<I I o : d (494 (bW (146 P. b" 15਍ഀ Hepworth-fawiuK Geotechnical, tnc.਍ഀ 502() County Road 154 HL"I਍ഀ Glenwood Sprinp5. Colorado਍ഀ Phone: 970-945-79M਍ഀ Fax: 970-M-8454਍ഀ lippa@hi)geolech.com਍ഀ . L. V iele Construction਍ഀ Attu: Richard McGhee਍ഀ 1000 South Frontage Road West, Suite 202 Job No. 199 552਍ഀ Vail. Colorado 81657਍ഀ Subject: Observation Of Pier 'Excavations. ProDpos Ro ddition , Co i, Block 3,਍ഀ Vail Village, 3 Filing. 343 Beaver਍ഀ Dear Mr. McGhee: Inc.਍ഀ observed t As requested, a representative of Hepworth-Pa ~o (vela to the soils exposed forhe਍ഀ excavations at the subject site on August 3. 199 r.th foundation support. The findings of our work and eon mmendations਍ഀ an f ow{ heoor ndation਍ഀ design are presented in this report. The work਍ഀ agreement for geotechnical engineering services to J.L. Viele Construction, dated July on the਍ഀ IOE 12, 1999. The subsoil study was performed for Jthe ob No, original 105164736 dated June 9,਍ഀ Woodward-Clyde-Sherard and Associates, their਍ഀ 1967.਍ഀ The existing 2 story house is built on steel columns with an open crawlspace. Several਍ഀ pad excavations for support of masonry walls and the driveway have been designed for਍ഀ an allowable soil bearing pressure of 2,000 psa and ' est਍ഀ At the time of our visit to the site, four pier excavations located 4 feet in the so ththe adjacent਍ഀ sides of the existing residence had been cut to depths਍ഀ ground surface. The soils exposed in the bottom overlying relatively dense clayey. up਍ഀ to p mended਍ഀ to about 8 inches of organics and clayey s Up to 4 inches of standing water was observed in each excavation. We਍ഀ ged਍ഀ removing the water, organics and clayey sand to expose the gravels prior concrete. A limited depth of screened rock can be placed in the excavations to achieve਍ഀ design footing grades.਍ഀ Considering the conditions exposed in the excavations and the nature of the proposed਍ഀ construction, footings placed on the undisturbed natural gravels and limited psf can be depth਍ഀ used਍ഀ screened rock designed for an allowable soil bearing ressu tend to compress press when਍ഀ for support of this proposed addition. The upper਍ഀ loaded. and should be removed from the excavations. feet for columns. should 0 ganics ci y~y a d਍ഀ width of 20 inches for continuous walls a level਍ഀ and loose disturbed soils in footing areas should਍ഀ Exterior dfoand the otings should be p ovided਍ഀ extended down to the undisturbed natural gravels,਍ഀ with adequate soil cover above their bearing ~~a atnd~the°surrfacepgraded tope prevent਍ഀ placed around the structure should be p਍ഀ ponding within at least 10 feet of the building.਍ഀ FROM, (FRO MAR 16 2007 13:31 /ST. 13: 30/No. 6824309806 P 7਍ഀ jK4-i5-eeer 11c5r From:FP-GEOTECH .9709458454 To:9704760710 P.7/15਍ഀ J.L. Viele Construction਍ഀ August 30, 1999਍ഀ Page 2਍ഀ The recommendations submitted in this letter are based on our observation of the include subsurface explorarionito਍ഀ exposed within the foundation excavation and do not਍ഀ evaluate the subsurface conditions within the loaded depth of foundation influence.਍ഀ This study is based on the assumption that soils beneath the footings have qualr stet਍ഀ better support than those exposed. The rifoundation movemetit may b~਍ഀ in the subsurface conditions.਍ഀ than indicated in this report because of possible਍ഀ •In order to reveal the nature and extent of variations in the subsurface conditions below ned the excavation, drilling would be required. ommendaaonshcontained in this letter.਍ഀ subsurface exploration could change the rec਍ഀ if there are any questions or if we may be of further assistance, please let us know.਍ഀ Sincerely,਍ഀ HEPWORTH - PAWLAK GEOTECHNICAL. INC.਍ഀ Jordy-Z. Adamson, Jr., P.E.਍ഀ Rev, by; SLP਍ഀ JZA/rso਍ഀ GA&ech਍ഀ FROM (FRO MAR 16 2007 13:31 /ST. 13 : 30/No. 6824309806 P 8਍ഀ ~Mrl-i~-caaor ixtar rrom:w-(ftulbcH 97094SS454 To-,97047607W P.6/15਍ഀ Hep%arth-1'nuInk (kol chnic:d. Im.਍ഀ 1120 CounLy Rmld 15-1਍ഀ Glenwood xpr nuv, Odorado $1fill l਍ഀ 1'I1une: )70-945.79M਍ഀ F "m 41711.943-N-04਍ഀ September 15, 1999 1%PKe41(a'hVWfi11#'eh.w11►1਍ഀ J..l,. Viele Construction਍ഀ Attention: Richard McGhee਍ഀ 1000 South Frontage Road West, Suite 202਍ഀ Vail, Colorado 81657 Job No. 199 552਍ഀ Subject: Observation of Excavation, Proposed Addition (Zen Room), Lot 1, Block਍ഀ 3, Vail Village, Filing 3, 343 Seaver Dam Road, Vail, Colorado.਍ഀ Dear Mr. McGhee:਍ഀ As requested, a representative of Hepworth-Pawlak Geotechnical, Inc. observed the਍ഀ excavation at the subject site on August 31 and September 1, 3 and 8, 1949 to evaluate਍ഀ the soils exposed for foundation support The findings of our work and recommendations਍ഀ for the foundation design are presented in this report. The work was done in accordance਍ഀ with our agreement for geotechnical engineering-services to J.I. Viele Construction, dated਍ഀ July 12, 1999. The subsoil study was performed for the original building on the lot by਍ഀ Woodward-Clyde-Shemrd and Associates, their Job No. 10516-4736, dated June 9, 1967.਍ഀ The existing two story house is built on steel columns with an open crawlspace. This਍ഀ addition consists of a partial below grade level located in the open crawlspace. Footings਍ഀ supporting a 4 foot high foundation wall have been designed for an allowable soil bearing਍ഀ pressure of 2,000 psf. The foundation wall above the concrete section will be wood਍ഀ framed.਍ഀ At the time of our visits to the site, we observed portions of the excavation. On਍ഀ September 8, the foundation excavation had been completed and cut in two levels from਍ഀ 41/Z to 61/2 feet below the adjacent ground surface. The soils exposed in the bottom of the਍ഀ excavation consisted of relatively dense, clayey gravel. About 12 inches of organic clay਍ഀ was observed in the northwest corner of the excavation. We recommended਍ഀ subexcavating the organic clays and soft soils to expose the natural gravels. About 1 to 2਍ഀ inches of water was ponded near the center of the excavation. About 12 inches of਍ഀ screened rock will be placed in the bottom of the excavation prior to footing construction.਍ഀ The results of gradation analyses performed on samples of the sand and gravel (minus 11/z਍ഀ FROM '਍ഀ ,,ru~-l~-Crn~r 11:~r rrom:rlr-t~ultl:H਍ഀ I.L. Viele Construction਍ഀ September 15, 1999਍ഀ Page 2਍ഀ P 9਍ഀ (FROMAR 16 2007 T 13:32/ST-13:30/No-6824309806਍ഀ .9704766710 0 /N o. 6 8 2 4 3P 9915਍ഀ 978945854਍ഀ and 3 inch fractions) obtained from the site are presented on Fig. 1. The laboratory਍ഀ testing is summarized on Table Y. The soils were moist to very moist and wet.਍ഀ Considering the conditions exposed in the excavation and the nature of the proposed਍ഀ construction, spread footings placed on the undisturbed natural gravels and limited depth਍ഀ of screened rock designed for an allowable soil bearing pressure of 2,000 psf can be used਍ഀ for support of this proposed addition. The upper fine grained soils tend to compress਍ഀ when loaded and should be removed from footing areas. Footings should be a minimum਍ഀ width of 20 inches for continuous walls and 2 feet for columns, Organics, clays and਍ഀ loose disturbed soi is in footing areas should be removed and the bearing level extended਍ഀ down to the undisturbed natural gravels. The exposed subgrade (including screened਍ഀ rock) should be compacted. Exterior footings should be provided with adequate soil਍ഀ cover above their bearing elevations -for frost protection. Continuous foundation walls਍ഀ should be reinforced top and bottom to span local anomalies such as by assuming an਍ഀ unsupported length of at least 12 feet. Foundation walls acting as retaining structures਍ഀ should be designed to resist a lateral earth pressure based on an equivalent fluid unit਍ഀ weight of at least 50 pef for on-site clayey gravels as backfill. A perimeter Foundation਍ഀ drain should be provided to prevent temporary buildup of hydrostatic pressure behind the'਍ഀ walls and prevent wetting of the lower level. Structural fill placed within floor stab areas਍ഀ can consist of the on-site gravels compacted to at least 95% of standard Proctor density at਍ഀ a moisture content near optimum. backfill placed around the structure should be਍ഀ compacted and the surface graded to prevent ponding within at least 10 feet of the਍ഀ building.਍ഀ The recommendations submitted in this letter arc based on our observation of the soils਍ഀ exposed within the foundation excavation and do not include subsurface exploration to਍ഀ evaluate the subsurface conditions within the loaded depth of foundation influence. This਍ഀ study is based on the assumption that soils beneath the footings have equal or better਍ഀ support than those exposed. The risk of foundation movement may be greater than਍ഀ indicated in this report because of possible variations in the subsurface conditions. In਍ഀ FROM, (FR O MAR 16 2007 13:32/8T, 13:30/No. 6824309806 P 10਍ഀ Jwv-15-dW ( llftoU From: FP-GEOTECH 9709458454 To:9704760710 P.fO/ILS਍ഀ _ J.L. Viele Construction਍ഀ September 15, 1999਍ഀ Page 3਍ഀ order to reveal the nature and extent of variations in the subsurface conditions below the਍ഀ excavation, drilling would be required. It is possible the data obtained by subsurface਍ഀ exploration could change the recommendations contained in this letter.਍ഀ Tf there arc any questions or if we may be of further assistance, please let us know.਍ഀ Sincerely,਍ഀ HEPWORTH - PAWLAK GEOTECHNICAL, INC.਍ഀ JordyZ. Adamson, Jr., P. E.਍ഀ Rev. by: SLP਍ഀ JZA/sd਍ഀ attachment਍ഀ V- -P too'-.'N਍ഀ FROM, (FRO MAR 16 2007 13:32/8T.13:30/No.6824309806 P 11਍ഀ JHN-1Z)-cAMr 11-0t.1 r r om: MY-tatV I LC:H 9709458454 To-9704760710 P.11/15਍ഀ IGC਍ഀ so਍ഀ 00਍ഀ No਍ഀ a਍ഀ w਍ഀ a਍ഀ W਍ഀ CL 70਍ഀ 00਍ഀ io਍ഀ e਍ഀ W਍ഀ Z਍ഀ rz਍ഀ o:਍ഀ z਍ഀ U਍ഀ W਍ഀ a਍ഀ CLAY Ta Mr਍ഀ 1AW਍ഀ GRAVEL 39 R SAND 34 SILT AND CLAY 27 7.਍ഀ UOUID LIMIT 24 9. PLASTICITY INDEX 3 %਍ഀ SAMPLE OF. Silty Sand and Gravel FROM: Bottom of EKCaMUM--North (Jacuzzi)਍ഀ 24 NIL 7 WN਍ഀ eeo਍ഀ 00਍ഀ en਍ഀ c~ 'o਍ഀ 4਍ഀ a਍ഀ a w਍ഀ 40਍ഀ CC਍ഀ W 30਍ഀ 0.਍ഀ m਍ഀ 16਍ഀ 0਍ഀ 0਍ഀ W਍ഀ N਍ഀ i਍ഀ W਍ഀ ~.1਍ഀ W਍ഀ a਍ഀ CLAY TO ILL਍ഀ COiRa਍ഀ r-- JERM਍ഀ ਍ഀ GRAVEL 54 9. SAND 29 X SILT AND CLAY 17 Z਍ഀ LIQUID LIMIT R PLASTICITY INDEX X਍ഀ SAMPLE OF; Clayey Sandy Gravel FROM: Bottom of Excovation. Southeast-਍ഀ Basement Area --7 199 552 HEPWORTH PAWLAK GRADATION TEST RESULTS Fi 1਍ഀ GEOTECHNICAL, INC. 9'਍ഀ I %off NFaOwoi I - - LLR st..m.a. - _਍ഀ ac eeADOM I UA STANDARD seeks QLDA app OpUb .S਍ഀ FROM, (FROMAR 16 2007 13:32/ST. 13:30/No, 6824309806 P 12਍ഀ OHN-It-der 11:SH From:HP-GEOTECH 9709456454 To:9704760710 P.1Z/1S਍ഀ 9਍ഀ cn਍ഀ d਍ഀ z਍ഀ in਍ഀ O਍ഀ U਍ഀ Z਍ഀ V ~਍ഀ H਍ഀ ww਍ഀ oo'਍ഀ Yr~਍ഀ g਍ഀ Q y਍ഀ Z਍ഀ N਍ഀ Gn਍ഀ U਍ഀ U '਍ഀ A਍ഀ v਍ഀ z਍ഀ ਍ഀ N਍ഀ r਍ഀ cr1਍ഀ N਍ഀ O਍ഀ ~਍ഀ IA਍ഀ N਍ഀ co਍ഀ z਍ഀ ' FROM, (FRO MAR 16 2007 13:32/ST. 13: 30/No. 6824309806 P 13਍ഀ JHN-15'i,-Wf 11:59 From.- P-GEOTECH •9709458454 To:9704760710਍ഀ P. 13-115਍ഀ Ggr7te,~=h Hepworth-Pawlsk Geotechnical. Inc.਍ഀ 5020 County Road 154਍ഀ " Glenwood SpWoM Colorwdo 81601਍ഀ Phone: 970.945-7988਍ഀ Fax: 970-9r3-8154਍ഀ hpgeo®hpgentech.com਍ഀ December 8, 1999਍ഀ J.L.Viele Construction਍ഀ Attn: Richard McGhee਍ഀ 1000 South Frontage Road West, Suite 202਍ഀ Vail, Colorado 81657 Job No. 199 552਍ഀ Subject: Observation of Excavation, Proposed Addition (Garage), Lot 1, Block 3,਍ഀ Vail Village, Filing 3, 343 Beaver Dam Road, Vail, Colorado਍ഀ Dear Mr. McGhee:਍ഀ As requested, a representative of Hepworth-Pawiak Geotechnical, Inc, observed the਍ഀ excavation at the subject site on November 12, 1999 to evaluate the soils exposed.for਍ഀ foundation support. The findings of our work and recommendations for the foundation਍ഀ design are presented in this report. The work was done in accordance with our਍ഀ agreement for geotechnical services to J.L. Viele Construction, dated July 12, 1999.਍ഀ The subsoil study was perforated for the original building on the site by Woodward-਍ഀ Clyde-Sherrard and Associates, their lob No. 105164736, dated June 9, 1967. We਍ഀ previously observed bearing conditions for other additions to the house as reported in਍ഀ -letters dated July 30, August 30 and September 15, 1999.਍ഀ The existing two story house is built on steel columns with an open crawlspace. Tbis਍ഀ addition is to be a single story garage over an open crawlspace. Footings have been਍ഀ designed for an assumed allowable soil bearing pressure of 1,000 psf.਍ഀ At the time of our visit to the site, three footing pad areas had been cut in one level਍ഀ from 3 % to 41h feet below the adjacent ground surface. The soils exposed in the਍ഀ bottom of the excavation consisted of medium stiff gravelly sandy clay. About 1 foot of਍ഀ wet subsoils was observed in an interior footing pad along with standing water. We਍ഀ recommended subexcavating the soft soils to more competent gravelly soils and਍ഀ replacing with compacted screened rock up to design footing grade. The laboratory਍ഀ testing is surnmarized on Table 1. The soils were moist to very moist.਍ഀ The soil conditions exposed in the excavation are consistent with those encountered on਍ഀ the site during previous visits and suitable for support of spread footings designed for਍ഀ the recommended allowable bearing pressure of 1;000 psf. Loose, disturbed and soft਍ഀ soils should be retnoved in the footing areas to expose the undisturbed natural soils.਍ഀ Any water seepage into the excavation should be collected and diverted away from the਍ഀ footing areas and any softened soils and mud removed before concrete placement.਍ഀ Other recommendations presented in our previous reports which are applicable should਍ഀ also be observed.਍ഀ FROM-਍ഀ JRN-15-2007 11:59 From:HP-GEOTECH਍ഀ J.L. Viele Construction਍ഀ December 8, 1999਍ഀ Page 2਍ഀ (FRO MAR 16 2007 13:32/ST.13:30/No.6824309806 P 14਍ഀ 9709458454 To:9704760710 P. 14/15਍ഀ The recomM"d2dOns Submitted in this letter are based on our observation of the soils਍ഀ exposed within the foundation excavation and do not include subsurface exploration to਍ഀ evaluate the subsurface conditions within the loaded depth of foundation inflaence.਍ഀ Variations in the subsurface conditions below the excavation could increase the risk of਍ഀ foundation movement. We should be advised of any variations encountered in the਍ഀ excavation conditions for possible changes to recommendations contained in this letter.਍ഀ If there are any questions or if we may be of further assistance, please let as know.਍ഀ Sincerely,਍ഀ HEPWORTH - PAWLAK GEOTECHNMCAL, INC.਍ഀ Trevor L. Knell਍ഀ Rev. by:਍ഀ Daniel E. Hardin, p.E.਍ഀ TLK/ksm਍ഀ attachment਍ഀ GEOTECH਍ഀ FROM਍ഀ -JPiN-lD-dW( ll:5y I-rom.HN-(aEUTECH਍ഀ N਍ഀ lif਍ഀ LL7਍ഀ O1਍ഀ O਍ഀ Z਍ഀ m਍ഀ O਍ഀ J਍ഀ z਍ഀ a਍ഀ U)਍ഀ z਍ഀ v਍ഀ tu਍ഀ O਍ഀ C਍ഀ 7਍ഀ w°਍ഀ Q਍ഀ 0਍ഀ o਍ഀ ~਍ഀ S਍ഀ 4਍ഀ U.਍ഀ O਍ഀ ~਍ഀ Q਍ഀ O਍ഀ 2਍ഀ ~਍ഀ W਍ഀ a਍ഀ (FRO MAR 16 2007 13: 32/ST. 13 : 30/No. 6824309806 P 15਍ഀ 9709458454 To:97047607i0 P.i5/15਍ഀ P07 -0127 : Entries for Item:290 - PLMB -Final 15:52 01/30/2013 Action Comments By Date Unique_ Ke AP GCD 02/15/2008 A000111 198 Total Rows: 1 Page 1 M08 -0236: Entries for Item-390 - MECH -Final 15:52 01/30/2013 Action Comments By Date Unique_ Key AP GCD 11/18/2008 A000120 104 Total Rows: 1 Page 1