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HomeMy WebLinkAboutB07-0285 Communiiy Development Department 75 South Frontage Road � Vail, Colorado USA 81657 . � ��� !� • CERTIFICATE OF OCCUPANCY 1'his certificate is issued pursuant to the reyuirements of Title 10, Section 10-]-2, ADOPTED CODES of the Vail Town Code certifying that, at the time of issuance, this structure was found to be substantially in compliance with the various ordinances of the town regulaiing building construction or use for the following: Name and descripdon of�roject Gi�rdano Residence NSFR flddress of project: 1107 Vail Valle,y Urive Vai1,C0.89657 Qwner name and address: Donna Giordano 1107 Vail Val}ey Dr�Vail,CO 81657 IBC Edi6on: 2003 IRC Occupancy Group(s): K3 U T'ype(s)of Construction: VB Permit Number(s):B07-0285 Occupant Load: Sprinkler System Y/N Type: / Lp 3 I � Martin Haeberle,Chief Building Official Date ___ ��.��y,�. ...��...� ��.��� TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-213 8 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES NEW (SFR,P/S,DUP) PERMIT Permit #: B07-0285 Project#: PRJ07-0153 _,�; � - c;c�� G Job Address: 1 107 VA[L VALLEY DR VAIL Status . . . : ISSUED Location.....: 1107/1 ]09 VAIL VALLEY DR Applied . . : 08/30/2007 Parcel No...: 210109205009 Issued . . . 09/14/2007 Expires.....: 03/12/2008 OWNER GIORDANO, DONNA M. 08/30/2007 WOODSIDE PO BOX 53 ���t 1 LOTHIAN MD 20711 �lk � APPLICANT NEDBO CONSTRUCTION 08/30/2007 Phone: 970-845-1001 ' P.O. BOX 3 419 v�.�<���,c.� 1� VAIL � CO 81658 License: 251-A CONTRACTOR NEDBO CONSTRUCTION 08/30/2007 Phone: 970-845-1001 P.O. BOX 3419 VAIL � CO 81658 License: 251-A Desciption: DEMO EXISTING Di1PLEX AND BUILD A NEW SFR WIT�i AN EHU Occupancy Type Factor Sq Feet Valuation Totals . . . 6, 558 $2, 300, 000 . 00* Number of Dwelling Units: 1 Town of Vail Adjusted Valuation: 2,300,000.00 Revision Valuation: $0.00 *+r*s*s**���**+***+*»*:****r******+*ss*+****s«**+�**+*�*►**+�**** FEE S UM MARY�*r***rsrer*�**+*+►*a*+*r*+sa********�sr**�r�*�►********s** Building------> $10,3 53.�5 Restuarant Plan Review--> $o.o o Total Calculated Fees-----> $18,o�o.3 9 Plan Check---> 55,729.94 Recreation Fee------------> $983.�o Additional Fees------------> $o.o0 � Investigation-> $o.0 o TO"rAL,FE[�S------------> $18,o�o.3 9 Total Permit Fee-----------> $18,0 7 0.3 9 Will Call-----> $3.0 0 Payments-------------------> $1 8,0 7 0.3 9 BALANCE DUE---------> $o.0 0 ���*..**:+�*.:+.*+»«.*.*.+r�r»***»�r**s.r***+*+*xsa*«.**s*r***+s«s*a.*r++*r*r*rr�r**►►�+***►**��*��**a�****s:++.+*.++s+s*►t*►a►s**�s.+..*.:.+##.# Approvals: Item: 05100 BUILDING DEPARTMENT 09/13/2007 jplano Action: AP SEE CONDITIONS Item: 05400 PLANNING DEPARTMENT 09/10/2007 bgibson Action: AP office set routed to F-2 Item: 05600 FIRE DEPARTMENT 09/11/2007 DRhoades Action: AP See conditions . (Matches DRB07-0161cione by Circumference of structure from approved fire department access exceeds 300 ' . Refernce IFC (2003) 503 . 1 . 1 . Landscape features prevent fire department access. Fire sprinkler system and monitored fire alarm system required. Item: 05500 PUBLIC WORKS 09/06/2007 gc Action: COND Stamped PE detail tor retaining wall by dr: Item: 05550 ENGINEERING CIVILS +++.***+�*******:*::+«**»*��+*.:.+�*#�*.#.**«:**��«*�*.�****:*�**.+*+.**�..�*«..*:.*��*.*.*+s:.*�...***��.�.**�+*.*�+��***.��*.****«*.***.�+.*... See the Conditions section of this Document for any conditions that may apply to this permit. 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. 1 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. RF.QUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADV NCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM� 4 PM. � SIGNATURE OF OWN R OR NTRACTOR FOR HIMSELF AND OWNER ******************************************************************************************************** CONDITIONS OF APPROVAL Permit#: B07-0285 as of 09-14-2007 Status: ISSUED ******************************************************************************************************** Permit Type: NEW (SFR,P/S,DUP) PERMIT Applied: 08/30/2007 � Applicant: NEDBO CONSTRUCTION Issued: 09/14/2007 Job Address: 1107 VAIL VALLEY DR VAIL Location: 1107/1 109 VAIL VALLEY DR Parcel No: 210109205009 ******************************************************************************************************** CONDITIONS ******************************************************************************************************** Cond: 33 (PLAN)THIS PROJECT WILL REQUIRED A SITE IMPROVEMENT SURVEY. SUCH SURVEY SHALL BE SUBMITTED AND APPROVED PRIOR TO REQUEST FOR A FRAME INSPECTION. Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: CON0009328 Fire sprinkler system required and shall comply with NFPA 13R(2002) and VFES standards. Cond: CON0009329 Monitored fire alarm system required and shall comply with NFPA 72(2002) and VFES standards. Cond: CON0009357 Provide an open hole soils reoprt at footing inspection, 3000psf Cond: CON0009358 Provide an engineer stamped detail for the non-combustible hearth support required on the main tireplace ******************************************************+****�******************************** TOWN OF VAIL, COLORADO Statement *********+*************************�****************+*******+******************************* Statement Number: R070001859 Amount: $11, 340.4509/14/200711:58 AM Payment Method: Check Init: DDG Notation: Nedbo Construction 15241 ----------------------------------------------------------------------------- Permit No: B07-0285 Type: NEW (SFR,P/S,DUP) PERMIT Parcel No: 2101-092-0500-9 Site Address: 1107 VAIL VALLEY DR VAIL Location: 1107/1109 VAIL VALLEY DR Total Fees: $18, 070.39 This Payment: $11, 340.45 Total ALL Pmts: $18, 070.39 Balance: $0. 00 ********************************�*********�******�****************************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 BUILDING PERMIT FEES 10, 353 .75 RF 11100003112700 RECREATION FEES 983 .70 WC 00100003112800 WILL CALL INSPECTION FEE 3 . 00 ----------------------------------------------------------------------------- , u APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNS ��, a ! �3 Project#: Building Permit# Y' C.� C, � S ������M���������������� ������ � �• 2 � 75 S. Frontage Rd. Vail, Colorado 81657 TOWN OF VAIL BUILDING PERMIT APPLICATION Separate Permits are required for electrical, plumbing, mechanical, etc.! CONTRACTOR INFORMATION General Contractor: Town of Vail Reg. No.: Contact Person and Phone#'s: ,°��r��t � � J'l/�'�i/v_z./ �.�/� �CUC�i�'� �J'%7�-G-� �� 'Email address: � �;/ � ,: �� , o,.L Fax#: ��j�_�'�•7 Contractor S,i hature: ��� �� C MPLETE VALUATIONS FOR BUILDING PERMIT Labor& Materials BUILDING: $ ,� ,j��?�?_CU�', C�� ELECTRICAL: $ OTHER: $ PLUMBING: $ MECHANICAL: $ TOTAL: $ � 3�,c.. ���- =- For Parcel# Contact Ea le Coun Assessors Office at 970-328-8640 or visit www.ea le-count .com P�rcel� �/O f'6I:�v��Fr/�� Job Name: �'�a,�,�,,�.z,C,j �i�i��i:�iC.�- Job Address:�/CJ7�l/��/ (!`-�`L G��Gc,�c;-� �"icl� Legal Description Lot: '� Block: �� Filing: '7 Subdivision:j/1'�j'C (/�F�' Owners Name� Address: C�� v�L (�t,C�2y ��J� Phone: /�Z.c � � ,:-�i� l v Architect/Designer: Address: ,�jc�f/7�y �/�/�-- C�i ��E�� Phone:�y�-7n� ,f , � _, � Enginee � N n ` �2� Address: Phone:��_��6�-� Detailed description of work: ��,,y� j���f�i-✓� /I�J`'c.i�7` •��-� �c���� /t,l/'�� /=������ ���� Work Class: New,� Addition ( ) Remodel ( ) Repair( ) Demo ( ) Other( ) Work Type: Interior( ) Exterior( ) Both�) Does an EHU exist at this location: Yes( ) No ( ) Type of Bldg.: Single-family�' Two-family( ) Multi-family( ) Commercial( ) Restaurant( ) Other( ) No. of Existing Dwelling Units in this building: � No. of Accommodation Units in this building: � No/T e of Fire laces Existin : Gas A liances Gas Lo s �i Wood/Pellet Wood Burnin No/T e of Fire laces Pro osed: Gas A liances Gas Lo s / Wood/Pellet Wood Burnin NOT ALLOWED Does a Fire Alarm Exist: Yes ( ) No;� Does a Fire Sprinkler S stem Exist: Yes( ) No � � ��� FOR OFFICE USE ONLY*� � Date Received: �,�;�.��:. �-:::` AUG 2'7 20�� Received B .— ''.�,�������z��� ���` � I r J �j q�,� y' ,�� .� � �,.�-.: � TOWN OF VAIL F:\cdev\FORMS\Permits\Building\building�ermit_4-17-Z007.DOC Page 1 of 7 04/17/2007 J � ��� I'�►X TRANSMISSION �ti-�- � LKP ENGINEERIi�G,TNC. � ,^ 275 Main Street, C-104 i� P.O. Box 2837 Edwards, CO 81632 � (970) 926-9088 Fax: (970) 926-9089 E-mail: lkpen�u,centurvtel.net To: Mr. Carl Bruggeman Date: October 13, 2007 Nedbo Construction Fax: 970-845-9979 Pages: 4 Including this cover sheet. Phone: 970-845-1041 Project: 07174 From: T.uiza Petrovska, pE Address: 1107 Vail Valley Drive, Town of Vail Subject: Open Hole/Founda�ion recommendations 12eport i �o��s: � C��� - 02�5 � , �v r� c�aN a �es % e� �� � � . � � � � � � �I � D� � �� OCT 15 2001 j ;; � l� ... ' �T(�UV� OF VAIL ■ ■r }. : �� ir� �n�. � n.�T I'1\IT\1-11\IT!'1\I-I i�� rnnrn7rnir nr•on inn�/cT/nr ■ LKP � Engineering, Inc. INVOIC� CNIL/G�OTEC�INICAT. DATE pROJECT NO. 10/13/2007 07174 BiLL TO RE; Professlonal Engineerin� Services �'' C�r� �ruggeman Lnt 7,Block 6, Vail Village, Filing 7 Nedbo Construction 1107 Vail Valley brive, �'own of'Vai1 P,O. Bo� 3419 Eagle County, Colorado ' Vail, CO 81658 ' TERMS Due upon Receipt DESCRIPTION AMOUNT Open Hole Observation/Foundation Recommendations 600.00 Monthly finance charges of 2%will apply if an invoice is not paid within 30 days ofthe invoice date Total $600.00 For proper credit,please include ihe project number vn your check. P.O, Box 2837, Edward9, CO 81632, (970)9Z6-9088 Te1, (970)926-9089 fiax ♦.n/�n -inu i ...�r ...��.,��.��...�� �.�-. _____-__ . _ _ _ _ . . � LKP Engineering, Inc. - CNIT,/GEOTECHNTCAL October 13, 2007 Mr. Carl Braggeman RE: Open 1'�'ole Observation/Foun Ncdbo Constructiop Lot 7,Block 6, Vail Village, Filing aatiot� Tnvestigation P.O. Box 3419 1107 Vail Va11ey Drive, Town of'Vail Vail, CO 81658 Eagle County�, Colorado Project IV�o. 07174 Dear CarL At your request, on October 9 and 11, 2007, wo visited the construction site at Lot 7, Block 6, Vai] 'Village, Filing 7, 1107 Vail Valley Driwe, Town of Vail, Eagle Courrty, Colorado. The pwpose of our site visits was to observe and test the soils exposed in the foundation excavation for the proposed residence iu order to verify the design bearing capacity. The excavation for the proposed residence consisted of two benches and a perimeter trench on the east side of the excavation, The south bench was about four feet belovv the existin grade.Ftom the south bench to the main bench was a four-foot drop, and about four feet down to the perimeter trench on the east side of the excavation. The soil exposed at the bottom of the excavation consisted of light bro�,silty, graveIly sand to sand water was not observed in the exca�vation. The bottom of ihe ex agation w s compact d��h� sheepsfoot roller. Soft spots were not reporCed. The structural drawings at the site shvwed that the proposed residence�a,s designed for a b��ng pressure of 2000 psf. The soils encountered at rhe bottom of the founda�ion excavption are suitable for�the designed soil 8earing pressure af 2000 psf. We recommend a minimum of 48 inches o�backfill cover for frost protection oFthe footing subsoils. Foundation waIls retainin earth and re supported should be designed tv resist an equivalent fluid d ns�ity of 0 pcf for an `1a,t�-r�iy � condition.Laterally unrestrained structures,retaining the on-site earth, should be desi reed'to resist an equivalent fluid density of 35 pcf for the "active"case, �' The above design recommendations assurne drained backfill conditions and a hvrizontal backfill surface. Surcharge loading due to adjacent structures, weight of temporary stored construction materials and equipment, inclined backfill and h�drostatic pressure due to undra.ined backfiil sho�ld be incorporated in the design. They shvuld try to prevent the buildu of hydrostatic pressure behind the retaining wall, p The site sunounding the building structwe should slope a�vay from the building in all directions.A minimum of 12 inches in the�xst 10 feet is recommended in unpaved.areas three inches in the first 10 feet in paved areas, The top of the granular foundation backfil�d should be covered with a minimum of] foot of relatively impervious fill to reduce the o� of surface water infiltrating the foundation subsoils. P tential - •-- - P.O,Box 2837, Edwards, CO 81632, (970)926-9088 Tel, (970)92�5_qnuo�". N'edbo Construction Page 2-project No. 07174 October 13,2007 Sur,face warer na�urally draining toward the proposed building site should be diverted around at�d away f�om it by mearr,r of drainage swales or ot�er approved met�ods. The roof drains and downspouts should extend and discharge be�ond the limits of the backfill. It is not recommended to introduce excess water to the foundation soils by insta.11ing ' sprin,kler systems next to the building. The installation of the sprinkler heads should insure that the spray from the heads will not Fall within 10 feet of foundation wa11s,porches or patio slabs. Lawn imigation must be controlled. To reduce the risk of surface water infiltrating the founda.tion subsoil, we recommend installation of a foundation perimeter drain. The foundation perimeter drain should consist o�a 4-inch diameter,perforated pipe, sloped to a suitable gravity outlet, or to a sump pump location, at a 1/4 inch per foot for flexible or at a 1/8 of an inch for rigid pige. The bottom of the trench adjacent to the fvoting should be lined with a polyeth�lene moisture barrier glued to the foundation wa11. The drain pipe should be covered with a minimum of 6 inches of-3/4-inch free- drsining gr��]�material. Geotextile(Mirafi 140N or equivalent) should be used to cover the free-draining gra�vel to prevent siltation and clogging of the drain. The backfill above the drain should be granular material to within 2 feet of the ground surface to prevent a buildup of h�drostatic pressure. This report has been prepared according to locally accepted Professional Ceotechnical Engineering standards for similar methods of testing and soil conditions at ihis time. The findings and recommendation stated abo�e are based on the soil cor�di�ions obser�'ed and tested in the foundation excavation only. There is no other wa�ranty either expressed or implied. Sincerely, �\1U1U111)I I I(I Illll/�� LKP ENGYNEERING,Il�i'�4P��.RE�/S��'. p� . , '���'PETRp�.����: �v, � �;o' ,2���� ���-� . _ �f-�/�� 29526 . � . i '4� . . • uiza Petrov5ka,PE °;,E`'• ,. .•��y►``'4,` president �''�% / ...••�1 �, s .` :'����„�'�!A,�„�����"\� . Cc: Via fax: 97p_g45-9979, original mailed �:�wr�2-ucrw�l�aOPeta e�v.RPr.woa hf]/f,f] 7C1HJ r1AIT c��i7L�7�iTCUi7 Jv� � rnnco�rnir nr•nn inn� lrrinT Apr 10 07 10: 30a DCM Science Laborator� 303-453-8267 p. l s . ° DCN]SCIENCE LABOR.4TORY.1IvC. l2421 �`.49'f'H AVENUE,LlNIT#6 WHHAT RIDGE,CO 80633 (303)4G3-8270 B1.3L.K ASBEST05 ANALYSIS-PO1NT COUNI'METHOD PAGL- I OF 2 CLI�N1': ANALYSIS DA7�E: 4-i0-07 A&D ASBESTOS TESTING RF_PORT!i�G DATE: �-10-07 u>j�o ii4 F,vnD RFC'f.1PTnAT�; 4-9-07 PALISADE,CO 8t52b CLIfiNFJOB 1�0.: DUPLLX RESID�N�'IAL PROJECT TSTLE: 1 1�7&1 309 VA1L��ALL6Y DR. DC1�4SL PROJECT: ADaT3�8 CROSS REFERLNCG ADA"J'344 PLRCEZSrAGE COMP05ITION BY AREA/VOLUME DCM LAB NO_: -IR -2R -3R SAh9PLE DATE: 4-3-07 4-3-07 4-3-07 %OF'TOTAL SAMPLL-: 0.5% I5.0% 1.6% CLiENT Nd.� 1 3 07-S-Cfl3 1107-8-0�4 1107-B-00� PART A PART C PART A ASBESTIFdRM MI�+�ERAL FIBERS: C}iRYSOTILE 0.25% �.75% 0.75% Av10SITfi ND ND ND CROCiDOL1TE ND 1`D ND TREMOLITE-ACTINOLITE ND ND ND ANTHOPHYLLITE t�iD ND t�D TOTAL ASBESTOS COLNTED 0.25% O.I>% 0.?5°/ TOTAL ASBESTOS R�I LAYER 0.25% 0_75% 0.75% TOTALASBESTOSINSAMPLE <�.Oi°/a 0.](% 0.07% NO"rES: SAMYLES NO. 1R-3R ARE WHT7"E D4ZYWALL MUD. ND-h0'�7E DE?ECTED DLFTT�IITJONS TOTAL ASBESTOS C�tNTED = THE AMOL2vT OF ASBESTOS PRESENT IN THE SR;v:PLE E u°RESSED AS A PERCEi�'T. "I'OTAL ASBESTOS IN LAYER = TKE PERCEi�'TOF SAfviPLE RE�bSAP�'I�7G TIVIES ASBESTOS CO[�TlTED EXPRESSED AS A PERCEfiT. TOTA[.ASSESTOS 7:�'Sr1�'�[PLE = THE PERCE?+TI'OF T07 AL SAMPLE(F[20M PLM15�A ANALYSfS) TIIVIES T1iE 7dTAL A5BE5TOS 3N LAYbR(IF NO ASBES7OS 1� OTHER LAYERS). ��.�,�� zt •d e0E = 0T LO TT �dd , � Building Plan Review List: Permit# 6�7 ` O�.S Single Family Dwelling Duplex/Townhome V-B construction Review date: '�- l 3 -J`7 2003 IRC plan revisions required Y/N Reviewed by: o r��— IRC Approval date: Architectural: Digitize floor plans for building area totals. Correction ReQUired Two-Familv DwellinQ 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. Buildinq planninq: Y/Dd`�Check location on property for exterior wall, overhang and opening protection. One hour walls less than 3', overhangs, no openings<3' (IRC R302) Y/.P� Check dwelling unit is maximum 3 stories and maximum 40' height(IBC Table 503, 101.2) Y/Pd Check separation and opening protection specified between dwelling/garage or carport if not open on 2 or more sides(IRC R309) Y/F�1� �.Check no openings from garage directly into sleeping rooms (IRC R309) Y/�}'� Check YZ" gypsum board specified on underside of enclosed usable space under stairs (IRC R311.2.2) Y/,1�1�" Check one hour fireplace flue shaft for other than appliance fireplaces. (TOV) Y/.�i Check minimum of one side hinged 3 ft. x 6ft.8in. exit door provided from dwelling to exterior. Exit 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/Id� Check habitable rooms not less than 7' in any dimension (IRC R304) Y 6i1 Check minimum 7'ceiling height in habitable rooms, hallways, bathrooms, laundry rooms and basements (IRC R305) Y/f� Check for glazing area (8% of floor area)and natural ventilation (4% of floor area) in habitable�ooms (IRC R303). See exceptions for mechanical ventilation. Media rooms/rec rooms etc. may be artificial light if inechanical ventilation system provided per : I RC R303 Y/�� Check ventilation in bathrooms (IRC R303.3) � Y/Rd' 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/t�/ glass in side hinged doors, sliding doors, shower doors Y/I�d" 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/W any glass panels >9 s.f. and<18" but>36"above floor 4 Y/R� glass in railings Y/�Pd' glass within 5' of water's edge of pool or spa and <60"above floor Y/I�i glass at top or sides of stairways within 36" Y/N� glass at bottom of stairways within 5' Y/�" Check rafter space or attic space ventilation specified and ridge/eave detail provided (IRC R806) Y/�� Check underfloor ventilation specified, or plans show other approved method per exceptions (IRC R408) Y/fd�Check floor level and landings at doors. See exception for additional doors (IRC R311.4.3) Y/Ad'� 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/D�1 Check fireplace chimney termination, 2' above roof within 10'. If decorative shroud is used on factory built fireplace, it must be listed for use with the specific fireplace. (IRC R1004) Y/� Check weather protection specified on exterior walls and any waterproof decks with enclosed space below. (IRC R703) Y/Af��heck dampproofing/waterproofing specified on basement foundation walls (IRC R406) Y/M'�Check roof covering/underlayment specified. (IRC Ch. 9) Y I,Pd" Check vapor retarder installed on warm side of insulation. (IRC R318) Y/d� Check any foam plastic insulation specified to have thermal barrier installed where exposed to interior of building or crawl space. (IRC R314) Y-/�d' 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 Re u'. d � Y/ Check required heating is provided (IRC R303.8) �heck clothes drverlocation: Y/.Pd Check vent length, and termination comply with (IMC 504, IRC M1501) Check mechanical equipment location: Y/,DJ'� 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/�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/�PV� Check 30"deep working space provided in front of equipment(IMC 306, IRC M1305.1) Y/�d'� Check door large enough to remove equipment(IMC 306, IRC M1305.1.2) Y/At" 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 ) _j6/N . Check mechanical equipment vent shaft and vent termination shown. (IFGC 503.6) Y/� Note combustion air required per IMC Ch. 7 Y/N Check mechanical room is provided with 1 hour construction on mechanical room side and 20 minute door if equipment is over 400,000 Btu (TOV) Y/,IV`f Check if any mechanical equipment in crawl spaces is separated with 1 hour construction and 20 minute door. (TOV) Check fireplaces: Y/�1 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/f�1";'Check fireplaces are specified to have gas log set if they are not an EPA unit. Y/�� Check fireplaces in bedrooms are appliance units. (IMC 303 and IRC M1701.4) . ; 1 IPC Plumbing: Correction Re�u,i� Y/PCf 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/�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/,N Check any floor drains other than me�hanical room noted to be provided with automatic trap primer valves where necessary. Laundry floor drains etc. (IPC 1002.4) .-Check bathrooms: Y/-K` Check for minimum clearances at water closet, 30"wide, 21"clear in front(IPC 405.3.1, IRC 307) Y/�N Check for minimum clearances at tub/shower, 24"clear in front(IRC R307) Y/,DJ� 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 uir Y/ Check structural sheets of plans and details wet stamped and signed by Colorado State Licensed Engineer or Architect(IRC R301.1.3) � Check the followinq plans are included: Y/.P1�structural design loads and material specifications sheet Y/,N' foundation plans and details Y/Pd� dedicated floor framing plans for each floor level Y/DY dedicated roof/ceiling framing plans or truss layout Y/P�i�. framing details Y/P� soils report for correct lot� �� Check desiqn criteria used in structural desiqn: Y/Id�- roof and deck live load per TOV snow loads: roofs >4:12(80 psf)decks and roofs<4:12(100psf) Y/N floor design for 40/30 psf live load and min. dead load if concrete topping or stone Y/,Dd� wind design for minimum 90mph (3 second gust), exposure referenced Y/Pi - seismic design for zone C Y/Kl oundation designed per soils report bearing capacity. Y/�Check specifications called out for lumber grades/species, beams (LVL, Glulam etc.), log grades, concrete,foundation reinforcing, steel framing Footinq/foundation, slab and floors: Y/ f�d� Check retaining wall design provided where greater than 4' in height Y/ I�' Check footing/foundation sized in accordance with soils report Y/AI' Check footing,foundation stepped if site grade slopes greater than 10%. Top of wall/bottom of footing elevations shown. Y/-� Check foundation sections/details are provided for each type of footing/foundation and referenced on the foundation plan, dimensions clearly shown Y/� Check foundation sill plate pressure treated or redwood, bolt spacing specified. Check joist/foundation wall connection details. Y/ �I,'Check minimum frost depth specified for bottom of footing Y/f� 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/�d'� Check proper bearing is provided at all bearing walls/columns. Trace loads from all levels above to the foundation. Y/�d'" Check floor joist and beam spans, minimum bearing for beams or joists ends Y/N-�' Check deck joist and beam spans,joist material suitable for exterior Y/N Check joist hangers and beam hangers are specified, beam to beam connections specified ♦ } Y/,t� Check through bolting connections specified for side loaded (4) member LVL beams Y/� Check minimum underfloor joisUgirder clearances Y/,.Al��Check floor sheathing type thickness and attachment Y/Ar Check all wood framing minimum 6"above grade Y/N" Check wood framing not supporting dead load of masonry/concrete over 4"thick. See exceptions for veneer. Y/VJ Check support details are provided for stone or masonry veneer and height does not exceed 30', . or 38' at gable ends (R703.7) Y/:Fd 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/�I�T� Check header specified over openings in stud wall Y/PQ Check columns clearly specified at concentrated loads. Columns clearly shown where transferring from upper level Y/�I— Check stud wall lateral bracing specified on plans. Roof: Y/M� Check rafter, hip, valley, beam spans Y/DJ� Check ridge designed as beam or rafters ties provided at ceiling level Y/Dd� Check rafter hangers are shown, beam to beam connections specified, welding or bolting connections for bent beams specified Y F-N Check through bolting connections specified for side loaded (4) member LVL beams Y/J�J� Check construction details provided for site built trusses (log or timber) Y/Dl� Check truss layout plan if manufactured trusses, note truss shop drawings to be submitted at frame inspection Y/�l Check overframing at infill areas size/spacing specified Y/N� Check roof sheathing type, thickness and attachment specified *************�***********************************************************************+****** TOWN OF VAIL, COLORADO Statement ******�****************�***********************************++******************************* Statement Number: R070001718 Amount: $6,729.94 08/30/200711:11 AM Payment Method: Check Init: JS Notation: 13994/NEDBO CONSTRUCTION ----------------------------------------------------------------------------- Permit No: B07-0285 Type: NEW (SFR,P/S,DUP) PERMIT Parcel No: 2101-092-0500-9 Site Address: 1107 VAIL VALLEY DR VAIL Location: 1107/1109 VAIL VALLEY DR Total Fees: $17, 086.69 This Payment: $6,729.94 Total ALL Pmts: $6,729.94 Balance: $10,356.75 **********************************************:�******************************�************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ PF 00100003112300 PLAN CHECK FEES 6, 729. 94 ----------------------------------------------------------------------------- �: � u P� �ATIOf�WI�L NOT BE ACCEP'�ED IF INCOMPLETE OR UNS ��� � ` � A Project#: Building �'ermit#: � � � � � ��� � . . 4. �. ��,���� �.�� � v , 2 ��(yf� r/�y xpi�jy'�qt� A � 1V�V� l�i.,.��� 75 �rontage Rc�. Vail, Colorado 8�657` TO�WlV OF VAIL BUILDING PERMIT APPLICATION Separate Permits are required for electrical, plumbing, mechanical, etc.! CONTRACTOR INFORMATION General Contractor: Town of Vail Reg. No.: Contact Person and Phone#'s: ����d � T/�'i��U"� o�.�/� t�CL/�� -�/�"7�G-� �S' Email address: u,�/ ,,: �, o..,, Fax#: ��= Contractor S' hature: / �� ` C MPLETE VALUATIONS FOR BUILDING PERMIT Labor& Materials BUILDING: $ � ,�(JI�,GFU�. � , ELECTRICAL: $ OTHER: $ PLUMBING: $ —1 MECHANICAL: $ TOTAL: $ � 3vCy o�- �'' For Parcel# Contact Ea le Coun Assessors Office at 970-328-8640 or visit www.ea le-count .com �:.� A.. �/o /6��.�v�a��/� Job Address:��U?���p y (/`-��-L��'ZY /,,�ivE. Job Name: �a,,��,g.z,,Cf ,�k�i'�/-�-?f� Legal Description Lot: '� Block: �' Filin g: --� Subdivision:�/Y�L (/���'�' Owners Name� � v Address: ��pc� v�j/L �Z`f ��..lv'� Phone: Architect/Designer: Address: �u�/���y �/A�/�- �� FS/6,5�' Phone:g y-�'j-�p� - j Phone:g��776�' Enginee�� Address: �'1'I�atir�o�z �--/U�c��2C� Detailed description of work: ��,y� �!f�"�-✓� �JPi�,c�7` �'L� ��/�� /1J'�� �/Ud� �`�' Remodel ( ) Repair( ) Demo( ) Other( ) Work Class: New,� Addition ( ) No� � Both Does an EHU exist at this location: Yes( ) Work Type: Interior( ) Exterior( ) �) Type of Bldg.: Single-family�' Two-family( ) Multi-family( ) Commercial( ) Restaurant( ) Other( ) No. of Existing Dwelling Units in this building: � No. of Accommodation Units in this building: � No/T e of Fire laces Existin : Gas A liances Gas Lo s �i Wood/Pellet Wood Burnin No/T e of Fire laces Pro osed: Gas A liances Gas Lo s / Wood/Pellet Wood Burnin NOT AL N WED Does a Fire Alarm Exist: Yes( ) No� Does a Fire Sprinkler System Exist: Yes( ) ,�,�****� „��,t,k�,�***��** FOR OFFICE USE ONLY*'F**�`**�� p���e Received:� ;�����'��,;By: ��ti ._ .... ,,__,,.-- -,._..,.« �_,�_�mm�nc Page 1 of 7 04/17/2007 A c.& I) Asbest�s �'esting and Consulting John R. Peterman � .�°`, :l�°x �����X�*��� � -�� � P.Q. Box 1230 Clifton, CO. 8I520-1230 ��-.`` Cell 970-270-3689 Home Phone 970-464-5255 INSPECTION REP4RT PREPARED FOR: Nedbo Canstruction �.0. Box 3419 Vail, CO. 81658 970-845-1001 ' LOCATION: �uplex Resicience 1107 & 1109 Vail Valley Drzve Vai�, CO. 81657 REPQ?�'I' PREP;RED ��': .�ohn I2_ Peterman Fnspector Manager Cef-tifica�e No. 66G1 � � z � •d eBZ �OT LO TT �dd A & D Asbestos Testing a�d Consul�ing John R. Peterxnan Asbestos Testing, Project Design, and Consulting INTRODUCTION: On April 3rd, 2Q07 an inspectionlsurvey was conducted and 9 bulk samples were collected from the: Duplex Residence 1107 & 1109 Vail Valley Drive Vail, CO. 81657 The purpose of the inspection/survey was to locate and sample suspected Asbestos containing materials that might be present in the area of the Duplex �Zesidence that is planned for demolition. The inspection was made, and the samples were collected by John R. Peterman, an A.H.E.R.A. and State of Coiorado Certified Asbestos Inspector. Great care was taken durin� the inspection and sampling to be as accurate as possible. It should be noted that minimal damage v�as done to the existing building structures during the inspection so there is no dacuzr�entaticn for unseen conditions or stored items. A�i s`a"iy"°'� �.'�r� ��Qiyz��i uy i��i� Science Lab in VVheatridge, CO. This laboratory is deemed "Proficient" ir the E.P.A.Quality Assurance (QA) program for the determination of asbestos in bulk materials, and is accredited by the American Hygiene Association (AHA). SAIVIPLING PRQ7�i'�C�i.: A random sampling scheme was used to sample the suspect materials that were discovered. yf during any future demolition or renovation work, suspect material is discovered that hasn't been sampled and would be disturbed, work should be halted until the material has been tested. 3 � •d e6Z = 0I GO TT �dd 33 I A & D Asbestos �'estin� and Cor�sulting �9 ohn R. Peterman AsbestosTesting, Project Design, and Consulting Duplex Residence 1107 & 1109 Vail Valley Drive Vail, �CO. 81657 DUPLEX RESIDENCE DESCRIPTION: The Duplex at 110? & 1109 Vail Valley Drive is planned for demolition. The exterior wa11s are coverec� with wood siding, and stucco. The roof is covered with wood shake shingles; the soffits are exposed wood. The interior walls are covered in sheetrock with a light texture, and wallpaper. The ceilings are sheetrock like the walls. The floors are covered with carpet, ceramic tiles, bare concrete, and sheet vinyl flooring. The heating is provided by a hot water heat system, and a fireplace. No suspect materials Iwere visi�?P �n the heat�ng sys�em. I CONCLUSIONS & RECOIVL�END�T�QNS: Labaratory analysis, of the bulk samples, indicates that Asbestos was detected in two out of three suspect materials tested. The sheet vinyl flooring in the downstairs bathroom contains Asbestos that is in excess of the Regulatory Limit (Greater than 1% Asbestos). The sheet vinyl will need to be removed a� per �olo. Reg. #8 grior to disturbance of this material. Three out of five composite sheetrack samples tested positive for Asbestos, however, the Asbestos content is less than the ReDuIatory Limit. The Asbestos content, of the positive samples, was verif ed by the required Point Count Analysis. 4 S •d e6Z �OT LO Ti �dd cD Q �o m N O .-� N O � .-, L Q � Date: April 3rd, 2007 Location: Duplex Residence, 1107 & 1�09 Vail Va(ley Drive, Vail, CO. 81657. SAMPLE LOCATI4NS SAMPLE 1107-B 1 y 07-B 1107-B 1107-B 1107�8 1107-5 1107-B 1107-B 1107-B NUMBER 001 002 003 004 005 006 407 aos 009 AREA SAMPLE RE6�OVED FROM Laundry Room Wall Dnwn Stairs Closet Walf Downstairs N. Bedr��om Closet Downstairs S. Bedroom Closet Downstairs Bathroom Wall Downstairs BatFiroom Floor Exterior East Wall Exterior South Wall Exterior North 1Ma11 DESCRIPTION Composite Sheetrock w/Texture Composite Sheetrock w/Texture Composite Sheetrock w(Texture Composite Sheetrnck w/Texture Composite Sheetrock w/Texture Sheet Vinyl Flooring Exterior Stucco Exterior Stucco Exterior Stucco FRIASLE NO NO NO NO NO YES NO NO NO � � �o m N O � � O � � L Q Q Date: April 3rd, 2007 Location: Duplex Residence, 1107 & 111)9 Vaii Valiey Drive, Vail, CO. 81657. SAMPL� RESULT�: SAMPLE 1107-5 1107•B 1107-8 y 107-B 1107-8 1107-8 1107-B 1107-B 1107-B Key: NUMBER 001 002 003 004 005 006 007 008 009 DESCRIPTION Composite Sheetrock w/7exture Composite Sheetrock w/Texture Composite Sheetrock w/Texture Composite Sheetrock wfTexture Composite Sheetrock wl-P'exture Sheet Vinyl Flooring E�erior Stucco Exterior Stucco �xterior Stucco NAD-NO ASBESTOS QETECTED CHRY- CHRYSOTILE PC- POINT COUNT ANALYSIS ASBESTOS TYPE NAD NAD CHRY(PC) CWRY(PC) GHRY(PC) CHRY NAb NA D NAD % 0.00 0.00 <.01 0.11 0.01 37.10 0.00 0.00 0.00 .. �o m � O � � 0 r-. � L � � Date: April 3rd, 2007 Location: Duplex Residence, 1107 & 11��9 Vail Valley Drive, Vail, CO. 81657, SUSPECT MA'1'ERIA,L C�NDITIOr1S SAMPLE 1107-B 1107-6 17 07-B 1107-B y107-B 1107-8 1107-B 1107-B 1107-B KEY: NUMBER 001 002 003 004 005 006 007 008 009 TYPE OF SUSPECT NIA'TERI,AL SUR SUR SUR SUR SUR MISC SUR 5UR SUR 5UR -Surfacing MISC - Misaellaneous OVERALL CONDI'TION GOOD GOOD GbOD GOOD GOOD GOOD GOOD GOOD GOOD DAMAGED NO NO N� NO N� NO NO NO NO % 0.00 0.00 O.QO O.OU 0.00 0.00 0.00 0.00 0.00 iYPE OF IDAMAGE N/A N/A WA N/A N/A N/A WA N/A N/A � m � Date: April 3rd, 2007 Location: Duplex Residence, 110i & 11�D9 Vail Valley �rive, Vail, GOo 8165i. POT�NTIAL FOIZ DISTURBA.NCE Sample Number Accessibility yes/no 1107-8 001 YES 1107-B 002 YES 1107-E3 003 YES 1107-B 004 Y�S 1107-B 005 YES 1107-B 006 YES 1107-B 007 Y�S 1107-B 008 YES 1107-B 009 YES rv 0 � O � N O r, � L � Q Po�tential contact HIGH }iIGH fiIGH HIGFI MIGH tiIGH FiIGH tiIGH HIGH Intluence vibration LOW LOW LOW LOW LOW LOW LOW LOW LOW Potential air erosion LOW LOW LOW LO W LOW LOW LOW LOW LOW Located in Pdenum yes/no NO NO NO NO NO NO NO NO NO O ., Q �0 O m 0 .� � O � .--� L Q. � CI.1 ENT' A&O ASH1iSTOS 7 ESTING&CUNSULTING 65�]G 1�4 KOAD PALISADE,C'0 R152(i llCM SCIL•NCC•1_ARORATORY,INC. � � 12421 K'.47T}3 AYL•NUE,UNI'C NG -p WFiF.AT RIL7GF,CO 8UO3J (3U3)46}-8270 � " O BULK ASBESTOS TL'•ST Rf•.P4RT (D PnGE 1 OP] O � � ANALYSIS DA7'L: 4-G•47 RFPORTfNU DA'f�: 4•9-07 '� O RECfiIPTDATB: 4�4-07 • ti� '� CU(=NT l0A NO.: bUPLi;X 2GSIUETTIAL . �p���� N PROJF.CI"I'll'LE: 1!07 8c(109 VA1f.VALLEY DRNG �'' J� v DCb9SL YROJECi; ADA"f3J4 PF:RCEN7AGG C041POSITION BY VJSUAL EJ"I'IMATIi DCMSL CLfENT SAh1PLE SAMPLE SAMP1.8 TJUMt3ER 1tllMB�k DATG I)l:SC12Jk'f10N -I I107-B•001 4-3-01 A, MUI.'fICO1.OR1iU P/AI,LPAPEH B. MIJLTiCOLURGD FIDROUS C. WHITF.DRYWALL MUD D. WI11'IIiUKY\4AI.I. -Z t 107-[3•OD2 4-3-D7 A. WHfT�DRYWALL h9UD E3. MUf_TICOLOREll WALLPAPEK C. '1'�N FIIIROUS ll. WHITH llRY�VALL -� I 107-f�009 4•7•07 A. W1lffG DRYVlALL NUD B. WHI"fGPAtN"1' C. TAN FII3ROU5 ll. 1VIUTE DRYWALL -d 1107-d�004 4•]•07 A. 1'VH17liPA1NT D. TANF1E3RnI1S C. 1V}ill'li�)RYWALL MUD D. 1YH I7'L DRY W A L[. -5 I107•ll-005 4-}_U7 A. lyli(T[i DRY\UALI.MUD B. WHITIi Y1�IN1' C. TAN FIBRUUS D. 1NHITE DRYWAI_L -G I107-13-006 4•J-07 �1. WNITG FIIIROUSITAN M�STiC(1) ➢. PINK k�SINUUS TICf�. � � � ' TOTAL � TOTAt. PL•RCLNIAGE 3 PLRCF.NT ASBES'f05 ASBIiS7'OS OTHER FIBROUS N��N-FIBROUS IDEKCIFIED (A 01''SAMPLE T1'PE HANGG % INSAMPLk; CONST(TIIEMS CONS'1'll'UEt`rTS `IATERIALS n �• -- .._ _ .. _.._ __ �------- � -. > 5,0°lo ND 90.0 10.0 IOD.O n � 7.0'�a NU 100.0 0.0 10D•U 12A% ND O.0 1V0.0 IUD.O � 76.0°h ND 2.0 98.0 IU0.0 Q- ND � � m 0.5% ND 0.0 100.0 IlK1.0 �f 4,Q°'o ND 'I0.0 �0.0 1�0 � 10.0% Nn 100.0 0.0 100.0 � � 85.5� ND Z.0 98.0 100.0 ND 0.5% CURYSO'CILE �1K-I] 0.5 �A 99.5 100.0 W 2.0°.o NU 0.0 100.0 100.0 � � 10.(p/o NA 100.0 0.0 100.� i s�.s^io Nn i.o �s.o ioo.o � �---- � <0.1 W I 1.0°: ND 0.0 100.0 100•0 � N 12.U% NU 100.0 0.0 100.0 � 15,0% CHRYS077[.G ['I'R-!J I.0 0.0 9�I.0 100.0 J 70.0% ND Z.0 98.0 100.0 0.2 1.0,� CHRYSOTILE ('iR-1) 0.5 OA 99.5 IOD.O ,.n^io N� o.o ioo.o ��.o �?.o�io ND ioo.o on �oo.o sa.u°r Nu z.o vR.n �oo.o <R.I � -P 47.0'/o C11RY50'I1LE (75-85� 79.0 TR 21.0 10�1.� 51 0'% N D 0.0 I 0(I.0 100.0 -- i7.1 � .i � �0 O m O � 0 � r, L � � CC.iLr�; A&�AS1iES 105'�ESTRJ(�&CONSUL I INC'� 653 36 1/4 ROAD PALISRDE,CO 81526 UCMSL Ci.IENT SAMk'LL SAT�IPLL SAMPUi NU�lI3L'R NUMdEIt DATF. ❑1?SCRIPI'!()N -� i�o�-o-oo� a.,-o� A. W{IITG PAfN"I' !i. W!{17'E RF.SR�OUS GONCR6TE C. GRf_Y Ii�SINOUS CONCRETE �6 I 107•Ci•OOfi 4-3-07 A. WHITE PAINT D. 4VklTL Rf;SINOUS�CONCRETE -� i io�-e•ao� 4-i-07 A, YLLLUW Fl�ROUS,WOVF,N 8. WHIT(i PAR�1T C. GR[?YRr•,SlN0U5CONCRETF. D. 1UHITE kESINOUS cANCRETE fnR CAl_CULATION PURPOSF.S,TRACG(TR)15 ASSUAQED"f0 Llf•,0.5°h. Q)-INStiF'ARAfiLGLAYEEcS Nn-NONGDLTEC'f�U DCM SCIGNCC LAROtCn'fURY,1NC. I2421 1V.49TEi AYSNUIi,UNITIf6 1VHEAT R1IX,F,CO 800?J (]OJ)46J-flZ70 IIULK ASkiLSTOS TfST REPORl' PAGE20�3 A�ALYSIS DA'f�: 4•6•07 RF.POR'1'ING DA"I'II; 4-7-p7 RECF,IPT pATf: 4�i•07 CLIGN'I'10D NO.: DIJPI.EX RESIDCNT1Al. PROILCI'1'I ILE: I 109&I 149 VAIL VALLEY�Rrvf. UCMSL PRGJECf: AUA'I'344 PERCI?NTACiF COMYO51'f10N E3Y VISUAL ESTIMATF. � � 7 . � (D O J O N N N C7 "COTAI, n 3 TOTAI. PFRCCNTAGE YGXCfiI�lT ASpC•STOS ASHE5TYJS 0'CNEHH78ROUS NDT9�FIBROUS Ii)CN-['117ED N OF SnMPLE TYNG RANGE °� IN SAMPL� CONSTITUENTS COIJS'I'1TUENTS MA7f:R1ALS �. m _ _�—. ._. ._ __ _._— -. .---_ ... _ .__ ..__— � 0 10.0% ND R.0 160,0 100.0 N 35.0%a ND "iR IQOA 100.0 55.0'/ NU fR IOOA I00.� � 1Ji) � 0 7 J0.0% Nn 0.0 100.0 {p�,p a 70 0°/a ND T'R 100.0 l W,0 � ND p 7 � 3.0% ND 90.0 10.0 100.0 10.0% %lU 0,0 100.0 100.0 35.0% �U TR 100.0 100,0 52.0°/ Nll TR 100.0 100.0 � O t�n � i � 07 � m N Q7 J I ������ � u1 Vail, Colorado Denver, Colorado Frisco, Colorado Monroe 8� Newell " Engineers, Inc. � I��� '��Q �O?- 0� Town of Veil 0 �cECO�r Thursday, August 14, 2008 V.A.g. PO Box 1734 Vail, CO 81658-1734 Re: Giordano Residence, 1107/1109 Vail Valley Drive, Vail, Eagle County, Colorado (M&N #7404) Gentlemen, Monroe & Newell Engineers, Inc., has reviewed the framing inspection items of the framing inspection, dated August 13, 2008, by Mr. Greg Denkler. The following are our responses: 1. Engineers shall review bearing at hip and valley beam at master bath. Add H2.5 to rafter at three ply LVL per 14/S4.1. • Response: We visited the site on August 14, 2008 and reviewed the framing in this location. The clip was installed and framing was in general compliance with construction documents. A 2008 Platinum Corporate Sponsor of � � Colorado A Component ot The American Institute of Architects www.monroe-newell.com 70 Benchmark Road • Suite 204 • P.O. 13ox 1597 • Avon, Colorado 816?0 ro�n� o��_��hsz . Fnx ��7n1 949-4054 . email: avonC�?monroe-newell.com 2. See details 4/54.1 for shear wall connections. Add clips, straps and nailing required. • Response: We visited the site on August 14, 2008. Clips, straps and nailing at shear walls appeared to be in compliance with construction documents. Section 4/54.1 shows the general required layout of nailing and clips for shear walls. Exact requirements of nailing and connectors for each type of shear wall is listed in the shear wall schedule on sheet S 1.0 3. Provide new detail for ladder framing at south wall. • Response: See attached revised section 3/54.1. 4. Provide engineering details for mechanical room at attic. • Response: See attached attic framing plan. Plywood framing was removed from the ceiling joists except for a 4'-0 wide strip for access to mechanical equipment. 5. Add 12 inch LVL at ladder framing at upper electrical room and office. • Response: We visited the site on August 14, 2008. The 12 inch LVL was installed. 6. Provide as built of roof framing at north upper deck. • Response: See attached partial framing plan and detail. 7. There are two details for 12/S4.1 and 13/54.1. Please clarify. • Response: 12/54.1 applies at master bathroom ridge (4:12 slope). 13/54.1 applies at guest suite ridge and master bedroom ridge (8:12 slope). 8. Columns in master bedroom are not specified. Three ply LVL's are notched four inch to five inch. Have engineer review. • Response: The stub columns above the W12x26 are HSS 4x4x1/4. The column size is structurally adequate. The bearing notches in the LVL hip beams leave structurally sufficient hip members above to support the ridge beam loads. Monroe&Newell Engineers,Inc. 2 Giordano Residence A�gust 14,2008 (M&N#7404) 9. Provide revised structural drawings. • Response; Monroe & Newell Engineers, Inc., has conducted several site visits and has issued responses to contractor questions. We have attached a package of these responses and field reports, stamped and signed. This should be sufficient to perform inspections. As built structural documents have not been prepared, as our office has not surveyed all on-site conditions and responses to contractor questions and field reports are a part of the constructions documents. We are confident that the structural framing of this building has been constructed in general compliance with the construction documents. If you have any questions or comment, please call. Very truly yours, MONROE &NEWELL ENGINEERS, INC. .._ _ h� •�� . Hannes Spaeh, P.E _�' � a i Principl �� � w •f�: ••.,�.....��•• Monroe&Newell Engineers, Inc. 3 Giordano Residence August 14,2008 (M&N#7404) • � � JOB ��'I� ,� ,.. � Monroe & Newell Engineers, IriC. SHEET NO. OF CALCULATED BY � � DATE �� ^�� CHECKED BY DATE SCALE ' RIGID INSULATION ' - WITH NAILBOARD 4X'4 AT�'-O" �3�11����,� L��^ ROOF SHEATHING �� 'r� �o �-� FASGIA LS30 GLIP RE� ARGH. ROOF JOISTS RE� PLAN D,�� ' _._ � � L530 GLI _.:__ .:__ EXTERIOR STUD : --- WALL WITH SHEATHING ' �/AR I ES ! RE� PLAN _ _ . _ , _ . _ :._ _. _ >.. . ._. 4�.R 3 : :__ . ;_ _ _: __ ;_ _ ,�S P ' �` O:a� , ' ! ` , o: .��o ; ' : 23799 � ' ' ' . ' _:, __ , , _. ti ' ' _ . ;._ _ . .• �. 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FIELD REPORT Date: November 8, 2007 Project#7404 Project: Giordano Residence Location: Vail, Colorado Weather: Sunny Temp: 60° at 2:00 P.M. To: VAg, Inc. PO Box 1734 Vail, CO 81658-1734 Attn: Mr. Andres Toneatto The purpose of this site visit was to observe foundation wall reinforcement. The following was noted: 1. Footings were in place. Wall reinforcement installation was progressing and most forms were in place on one side of the walls. 2. The reinforcement that was in place was installed in general compliance with the construction documents. � 3. General A 2007 Platinum Corporate Sponsor of {�°�� � � Cq�orado A Component of The American Institute ot Architects www.monroe-newell.com 70 Benchmark Road • Suite 204 • P.O. Box 1597 • Avon, Colorado 81620 3.1. The contractor shall ensure that the reinforcing mats are installed at the correct location inside the walls. Rebar shall have exactly two inches of clearance from forms, where indicated in details. 3.2. Dowel bars from footings shall never be bent to fit in wall forms. 3.3. All footing/wall joints shall be cleaned and organic materials removed. 3.4. Low temperature concrete placement shall be completed in accordance with all applicable specifications. No other exceptions to the structural documents were noted. Very truly yours, MONROE&NEWELL ENGINEERS, INC. i - - J_" _�.:.�:�:r-�., Hannes Spaeh, P.E. Principal �"'�. ."'`/5+�, �•a�g � ���'•�� ��� ��� � _ � ��� _. Monroe&Newell Engineers,Ina 2 Field Report -Giordano Residence November 8,2007 (M&N#7404) r � ' `��-�� � � `,; Vail, Colorado �,� Denver, Colorado � 1 Frisco, Colorado ;1; 1 Monroe 8� Newell Engineers, Inc. November 26, 2007 VAg, Inc. PO Box 1734 Vail, CO 81658 : Attn: Mr. Justin Carr Re: Giordano Residence 1109 Vail Valley Drive, Vail, Colorado (M&N#7404) Gentlemen: VAg, Inc. has requested Monroe & Newell Engineers, Inc. to review the possibility of installing epoxy anchors at the columri base plates at the foundation wall. The detail would be an alternate to the original design issued in the construction documents on September 24, 2007. After review, a revised detail shall be used by installing 3/4" diameter HAS rods with 33/s" minimum embedment with HILTI HIT HY 150 epoxy. VAg, Inc. has also requested an alternate detail to the stone veneer support. The original detail of CMU supporting the veneer shall be revised to an L6x4 support as shown in the attached detail. If you have any questions or comments,please cai�:" Very truly yours, MONROE &NEWELL ENGINEERS, INC. ., ��S�, �. •P•s � �� • 0''r� '°�'� c�► ' �� =i o C�V�� l.. .: .• elia . . Conlin, P.E. '' •'' •�......... Project Engineer A2007PIatinumCorporateSponsorof � ��u�- � � Colorado A Component of The American Institute of Architects www.monroe-newell.com 70 Benchmark Road • Suite 204 • P.O. Box 1597 • Avon, Colorado 81620 � Monroe & Newell J°B C�'�'���^�� �����i��� ��b� Engineers, II1C. SHEET NO. OF CALCULATED BY �G DATE �� '��✓� CHECKED BY DATE SCALE _.... . . ; .... Co'' .STDl�1E. �1�k�E. ,�-�,; _._; ,. ..._ ` �_..;- . �� ' ; - : � ' �� ��.c�, ----�--�--;-- : ' � __ __ _ _ : _ � 3/���� �1�.T� Kw_►K �o�T_ ;3 ; __ '- : _ . E ���1Si.ou f��c � w .�'/Z' ';. ; -... �,. : �1��.rn�N:►mvr�;cr�_.�,F ; � - �' ; / �►�;��� ������-� �� ; _ . : _ - .� � . . �,� -���= �� �� ���.,_. 2�'� :c�.� ' -- _. � _ : . _. _._ : , _ . i ., _ ., : . , I 1�2,r i ' . �, � � __�� . :!� .. .. �.._ ... . . : ...:.... . . . ... . .< . ..... .... p ,....... :. . '; . .,.___.... ;......... . ....'..... .�� ..... .,. ,....._._ � :..._. . _....k.. _ ._. ..._ � . .. ... ...... .. .. ....... ^"'-�'_ . ..... • '. .�.... .: ...... . : ' :._L CQ '` ;� r;_5,�i�o '`__Ct�tJ�T ;. _. ' ..... . _. � :...... ` :. . <_ .. � �� : __ _ _ _ _ ;_C,�NG�T� �C.,-U��F���C�i�..! Y�L .�;'L� _. 'f • _ . . ��,- ._���!_..��'���.-. ��i� �-r:►� _ � � , ; _�I N,�t�a2Ci N�_ ° ; _ _ __ _ ... . . °. . . 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' 3_� ONLY t i � HSS 4�44X1/4 � � DOWN �. � a�. 14" BGVGO J � AT I'-4" i � � �{^� � HSS 4)G4X1/4 ���-3�� I �' DOWN TOP OF PLYWOOD W I4�CA�8 - - - - - <112'-O 3/4'�> - - - - - � 4 14" BG�/QO 53.1 � AT I'-4" I " D UP 7�' S � �3�?� ONLY )- G I �3 � � �1�� '1 I X60 - j- - <II�'-O 3/4"> J J �i � � � � �P _ � _ —1J�'L�Al�1�' - - - - - - 6 � �- - ' ONC"T`- I �� lJP ONLY � � �i I/�" VL � � 53.1 3 I i I 6 6 AT I'-4" 6 6 � p � H55 4)G4XI/4 (� (� (� (� - I I I'-6" � __ TOP OF _ _- ER �31�c� � PLYWOOD � J� W I /���� V� � �� i i �� � �3�,A \l�'. �� � � (3)-G I/2" VL Il A Q � 53.1 W � w • HSS 4)G�4XI/4 HSS 4)G4XI/4 V V DOWN DOWN X � I � � O REC#�s � � 00,a 'p �4,�,�'�� o.. c� I "� �=m �. � . I �••• � .. .• HS i � D I ' I � i Monroe & Newell GIORDANO TiTLE:PARTIAL UPPER LEVEL FLOOR FRAIvIING RESIDENCE Engineers,Inc. i lm/l l09 vnu.vni.r�Y ��•� P.O.Box 1597 DRIVE DAT'E: 11/27/07 70 Benchmark Road,Suite 204 TOWN OF VAII.,CO. Avon,Colorado 81620 ^ _� FAX(970j 949�054 NO. 7404 SCALE:l/4"=1'-0" DRAWN BY:AVN � RMATi.avonla�monroe-newell.com . � ' s ���� ��� ��;, Vail, Colorado � Denver, Colorado % ` Frisco, Colorado 1� `` Monroe 8� Newell Engineers, Inc. FIELD REPORT Date: December 20, 2007 Project#7404 Project: Giordano Residence Location: 1107/1109 Vail Valley Drive Vail, Colorado Weather: Snowy Temp: 30° at 3:15 P.M. To: VAg, Inc. PO Box 1734 Vail, CO 81658-1734 Attn: Mr. Andres Toneatto The purpose of this site visit was to observe installed framing and answer contractor questions. The following was noted: 1. Refer to 52.2: The W 12x35 steel beam on grid 3 shall be connected at grid F.4 as shown in attached Section SXI. 2. Refer to 52.2: The (3)-14"V.L. floor beam at grids G/2-3 shall be connected to the foundation wall as shown in the attached Section SX2. A 2007 Platinum Corporare Sponsor of ���ti� � � Colorado A Component of The American Instdute of Architects www.monroe-newell.com 70 Benchmark Road • Suite 204 • P.O. Box 1597 • Avon, Colorado 81620 � 3. Refer to S2.2: At the curved foundation wall at grids 3-4/F.4-G the contractor requested an alternate joist to wall connection. The contractor's alternate for Section 10/S3.0 shall be the attached alternate Section SX3. 4. Refer to S2.2: The connection of the (3)-12" V.L. beam at grids F.2/4 to the foundation wall shall be as shown in the attached Section SX4. 5. Refer to 52.2: The W l Ox22 steel beam located at grids 4.5/B shall be connected each end as shown in the attached Section SXS. 6. Refer to S2.2: The (3)-16"V.L. beams at grids 3.3/D and 3.6/D sHall be connected to the foundation wall as shown in the attached Section SX6. 7. Refer to 52.1: The foundation wall at the covered north ter�ace have to be cut down to elevation 99'-13/4 . See the attached partial revised foundation plan. 8. Refer to 52.1: The foundation wall south of the entry vestibule has to be cut down to elevation 99'-51/4. See the attached partial revised foundation plan. 9. Refer to S2.2: For connections of main level beams at grids 3/D-E see the attached Section SX7. 10. Refer to S2.2: For connections of the main level floor beams at grid 3/C see the attached Section SX6. 11. Refer to 52.2: At grid 3/E (3)-14" V.L. beam shall be connected with a Simpson HGLT5.514 hanger. 12. 14" BCU90- floor joists shall be supported with Simpson ITT414 hangers. 13. Steel beam to steel beam connections could be reviewed by us only visually on site. Shop drawings had not been prepared. 3/g" steel angles that were welded at all edges were used to connect beams. These angles are not Monroe&Newell Engineers,Ina 2 Field Report -Giordano Residence December 20,2007 (M&N#7404) � standard AISC connections. The contractor is responsible for the structural adequacy of all connections, which are not matching the construction documents' requirements. We noted the following items: 13.1 3/8" stiffener plates shall be installed under all "up only" steel columns each side of the beam below. 13.2 Section 18/53.1 shows the typical moment connection to be used in this building. The top flange of the beam that is to be connected shall be welded to the beam end plate with a complete penetration weld. The connection at grids 6/B.8 does not appear to have this type of weld. The weld shall be reinforced with a weld below the top flange. In addition, %2"x4"xl'-0 horizontal stiffener plates are to be installed each side of the back span beam. The installed plates do not appear to match. 13.3 The contractor shall confirm that steel base plates that are in place �/` match the ones specified in the base plate schedule on Sheet S 1.0. 13.4 The connection of the main level steel beam at grids 4/E.4-E.7 shall be connected at its north end with an additional steel side plate matching the one already in place on the east side of the beam. 14. All steel base plates and beam bearing locations shall be grouted with non- shrink grout. Cold weather installation specifications of the grout manufacturer shall be strictly adhered to. No other exceptions to the structural documents were noted. Very truly yours, MONROE &NEWELL NGINEERS, INC. =�° O R .�.� �= ,..�.��-�a _ ....P Q'1S, - �� ��-,� --_ OQ��g • �, , Ovs A.;t�` Hannes Spaeh, P.E. ���� Principal ' V i� 2S =_ � r '''h.....•••'• Monroe&Newell Engineers,Inc. 3 Field Report -Giordano Residence December 20,2007 (M&N#7404) Monroe & Newell J°B � � ��� � �� . Engineers, II1C. SHEET NO. 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SHEET NO. OF / CALCULATED BY � C�' ' DATE � � � ` � CHECKED BY DATE SCALE ' _ �� ...._ _ :...__ _ ( ! ; _..... C-�,�-1 z _. �. � � � ' �-�� �a,�. �_ _ .� . _ . � _ : _ �Lt ��`'' _ , ' _ . �� � � ___ __ . ; � _ _ ° . . � __ . - _ �� __ . .r..._�. "� ; ,. ; � � . , � . � __ _ S�; �'=� _ __��� ����'���ca _: � ; ; _ 1�- � ��� �� r� {�. . � _ __ _ . _ � _ � __. �f� . f . -.,�� n ........ . ............. . ......... .�.��..__. . � ......:. � _ _ ; _ 3 _ _ _ �°«��"� �`"',,�,,�'~� ; _ _. � _ __.. � ��"���..� �� , . �3 _: _ , `� ; _ _ ;_ . _ � , _, . __ _ _ _ . . ,� . .� � � �I �� ii _ _ _ ; ,� _. , � 2 . � _2 , _ , _ ; , .. f . _ � _ .� � _ _ _� ;{ : . __ � �� : f z , __ ' I ; 4' i :. . : � tl ' _ , ; � ; � i i � ,! ; ; � , , , _ �._�� _ __ , �C.P��.��/'�, ,��. P c� I,�fCz� - _ /� �,��-__ l..,� -P� , : __ _ __ _ ; a : o�'��P . �!s � 1 -�� ��-,���. �l _ �{ c�1 � �'.�, ��� ; `� � _� _G�� , _ r _ . � a�� �. __ : _ ; __ __ _ _ , _ __ _ _ .:: , ti,,„ , , ,.....:. .. ;..__ .. � _ _ . ; �G . � � �� __ �,_ � � _ �, _ �, � (2�- F.- �, Pq00UCT 204-t(Single Sheets�205-1(Padded) ����- � '� � Vail, Colorado � �, Denver, Colorado ! 1,� Frisco, Colorado �``, Y V Monroe 8� Newell Engineers, Inc. FIELD REPORT Date: January 24, 2008 Project#7404 ' Project: Giordano Residence Location: 1107/1109 Vail Valley Drive Vail, Colorado Weather: Sunny Temp: 20° at 11:00 A.M. To: VAg, Inc. PO Box 1734 Vail, CO 81658-1734 Attn: Mr. Christy D'Agostino The purpose of this site visit was to observe installed framing and answer contractor questions. The following was noted: 1. Framing of the main and upper levels was mostly in place. The fireplace base slab and CMU frame had not yet been constructed. The lower level slab-on-grade was not in place. 2. Non-shrink grout shall be installed under all column base plates and beam bearing locations. Cold weather installation requirements shall be followed. A 2007 Platinum Corporate Sponsor of ���r}^r • ' Colorado A Component of The Amencan Institute of Architects www.monroe-newel l.com 70 Benchmark Road • Suite 204 • P.O. Box 1597 • Avon, Colorado 81620 3. The steel column base plate at 6/B is supported on a small concrete pilaster. The base of the column shall be reinforced as shown in the attached repair detail SR1. 4. The upper level floor framing shall be supported on the CMLJ fireplace box at grid 4.1/E.5 as shown in Section 16/53.1. The fireplace will have a zero clearance flue inside the CMU box. The top of the CMU shall be located 1'/z" below the floor joists. 5. The W 16x26 header beam shown on the upper level floor framing plan above the fireplace opening shall be replaced with a double angle as shown in the attached Section SR2. The top of the opening elevation shall be as shown in the architectural documents. 6. The (3)-12" V.L. ridge beam at grids E.5/4.5 shall be connected to the W12x26 ridge beams as shown in the attached Section SR3. 7. The W 12x26 steel roof beam at grids E-F/5 shall be installed as a bent beam. See the attached Section SR4 for detailing requirements. 8. The contractor has requested alternate roof joist sizes in dimensiona12x121umber or 12" L.V.L. members. See the attached alternate roof joist schedule and connector schedule for roof joist to valley or hip beam connections. 9. The steel stone veneer support angle shown in Section 6/53.1 shall be attached to the steel beam with the welds shown at the top of the beam only(as shown). 10. Refer to Sheet 52.4: Exterior wall headers at grids 4B-B.2, SB-B.2 and 4-5/B an be (3)-7'/2" L.V.L. beams with a single top wall plate, in lieu of specified (3)- 2x10. No other exceptions to the structural documents were noted. Very truly yours, MONROE &NEWELL ENGINEERS, INC. p., ,EG'js� o�E • sA••.;F� �,�jv �?0 - �� Hannes Spaeh, P.E. s'••..,,. ,.. '� ......�� Principal � O Monroe&Newell Engineers,Inc. 2 Field Report-Giordano Residence January 24,2008 (M&N#7404) Monroe & Newell JOe--�t G" '`�v�'� �`�� - Engineers, I11C. SHEET NO. OF CALCULATED BY �° DATE � � � CHECKED BY DATE SCALE . �. �. .� .. .. ... . ......._ . __.. ,...__ ._w .. .. i .. !. ._..... ,.... t_. ...... ��,.. . .. �{��"[�.�,G. Ss'�-,c.�,�.�J Cc�L� . ' , _ _ �/ �'/�� ��"�- � :I��''�� �' _ ; , _ , ,_ . 1 _ _ � j _ _ �� . __ � : I __ � I I � I _ � _ �; �: � __ _ � � _ _ � _ _ a I _ . _ _ � � �����, � �, , �; ; � _ � � ��� _ , ; : � � _ ..�.r_ �x. � ,.,•�'�' ,�' _..:. .._._ _:._ __ _ __ �_ , �. _ ' _ _ _ . ' I ' . ��..�.,, ' I`���"`� S+ �, ... _ __ _ . _. . __ __ f�� � I ►� ; _ �� /� ��-� �-�� � �" � - : �,��'� ��� �"� � :�-�- _ . : �,�� �, : ��p ���,�,, �'I"`� _ �� _ _ _ �,. �� � �� � � � � �:� ��.� �' � __ __ _ _ w� � : __ _ �__ : _ �t,o�.. 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P sA••�,�� ,_ _ ___ . O,.:a'F• ' __ ; w� '• tn ' � . , ; � , , ; - - -_ ;� _ _ _ _ . :'. �, _ _ ' �'ti.» ' � ��•� , _ ��� � � � � : /q '=' (��-��a�' l PRODl1CT 2044 lSingle Snee[s)20541PaddeU) Monroe & Newell J°B `� ` �`—`��'� �`-� ' Engineers, IIIC. SHEET NO. OF � I �� -a� CALCULATED BY � � � DATE CHECKED BY DATE SCALE ' � ; � , G�� �T� : � �1,�!''�--f�'-�� �F �� : ���,..�..� _� .��� _ _ L���-r-� �� r T`t�� . �..�� �� , C I �I �.-�� � . rt'o �-�--I � v,�� ,, L. � � �- � ���.. � _ '-,o'! �� �- ( o � _ I �. 2 � �P � : �. �.. N��-� .� _ L �. ��- � . 2�-I 2 � 2 '-�'' s� r��i. � � � �! �P � i �e G � : , C�- I � ' ' : :: � �.. 7 ��, - ��� , � � ��,�` �..V 4- S� Ps� _ ; I'�.dT� ��(�'y'" , l.-� �P ���.�-� �P,���.� �-� � � ', ! ;_ ;_ ', J ' I ' , ' ' u ;_ _ , __i.. , i ' _ _ __... ;....__ _ _. ! _... _,... . ; , __ ;. _ i � ' ! ; 5 ;.... _ __ _. , _ . ! ; ' ; ; ,, � _ _,... _ , _ __ . ,...... ; _.:..._ ; ._ .:_...... '..__ _;.,. ._;._ � �. . � .;. �____ s.._. . '�.... ..._.... . ;__.. . ..._ i...... : .i � _. _ ._ � i ; ; i � . ;._. : -......... >...._ �... :._._. . .... . ._..... _... . . . . .... !... ,: : : . '. ... � '•RE��S� ; _ _ __. . ��'� P 3,0•,t�� < _ i _ O' 'O ' : ; __ __ _ _ , ;_ '__ :_ _ ( � . : .•„� ... �. � , . ; : ' Yy.o��A��� . ,._. , � �� . . . .. TI �... ' ..._.._.... ....... .. .. ..._..._. : : _ . . , _.... :...._ ...I_ .............. ..�.. PRCDUCT 2049(Single Shee�s)2054(Pa�tleA� . i 1UT Nedbo Canetruction � � , P,O.Box 3418 Vell Co.89858 � • � � � � �o; Hannes Spaeh , Monroe&N�wall �rom: Mark Stevenson CC� Christy D`Qgostino Daha January 31,2008 Re: Giordano Res. The following qusatlons have been esked by the framers on the Job 1) Tho pocket daor layout at Master closet tl�e column at 6&E wlll not allow for the pocket door frame opening, 2) The header for the aroh top wlndow at the etalrwelf 1,E,F ls 3-2x1 Q 3j lf sectian SR2(fabe�t fleld roport)la uaed tho steol column thstt caRlos the rldge need to bear on�e CMU, Is there any apecial detailing for thie condition? 4) Given that the atructural alab and the CMU are not In place, le there a way to support tho ridge un�l thvy aro In pl�ce . � 6) liow la the 8X12 ridga at the north deck dormer aupporEed, fluah or dropped, 6) On the wood rtidge and hlp ar valleys connectlons couid a all thread optlon be used ��� ��� � Rv� u I�--� t-.--r ��--�f��.� � � �-�}-�-T � .��,��..-.--�:�:.__..._ �RE��SI� , . r' 9 F'• `4�p��:�`� 1 31 08 0 o� �`'�:d _ :� , � �''--�.........••. O� -�j ' JOB �'�"� �`..�..� y�!•"'.�"t.''',.w- �+ � � Monroe & Newell Engineers, II1C. SHEEf NO. 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OM.• � �l� �� p�;,,_ R�: �� G/��o #�f Pages: . � , , Plea�s� call if�►ny Qf the pa�ges ar,e notrece�5red, (97'p� 8�5�00�. � r � . !�' ' � ' " , , � ' �Far�laJUng; � , , � , POt�qx�lla c Mark Steuenean Ya►F,�a�s�� �; � S►rperiatendenf , � ' Mobr�;8�03�9 �vr Dar��ery��ipp,ry.� � mark�ednacom � ' ' 4DSeQ N+Rrra�2a ; pP�IflnQRddrodd: • 'SufF6l1 ; 1 PD Baz 3479 , Var►�c09t858 � ra�la�Vail,CCSIB?0 ; PackageOeNvaryA9drasat �� ; • 4�oab�rss�4,SuI,eD 970•�45•1a09 '' � avon,CO 89�6 � ���99(1�84b•8818 aro-eoe•poo� CON�TRiJCT�ON{ � � y�;�:��.,- _ .:� � .�,�...: . � Cew�07hlt,eR.R07lA T . ..� .._ ..� ��na�.nv,�i�t.�.�.Mw,� , 1 ��. . Vail, Colorado � Denver, Colorado Frisco, Colorado ;:' ��;! Monroe 8.� Newell Engineers, Inc. January 28,2008 VAg, Inc. PO Box 1734 Vail, CO 81658 Attn: Mrs. Christy D'Agostino Re: Giordano Residence 1107/1109 Vail Valley Drive,Vail,Colorado (M&N#7444) Dear Christy, Monroe & Newell Engineers, Inc. visited the site of the Giordano Residence on January 24,2008. The purpose of this site visit was to observe two welded connections: 1. A moment connection located at grids 6/B.8 above the garage door was observed. The connection appeared to have been installed in compliance with the construction documents. 2. A W14x48 upper level floor steel beam at grid 4/D was observed. A fu11 moment connection approximately 18 inches east of grid 4 had been made with full penetration welds at the top and bottom flanges and side plates at the web. This • connection was structurally adequate for the beam forces in this location. No exceptions to these connections remain. If you have any questions or comments,please call. Very truly yours, MONROE&NEWELL ENGINEERS,INC. � � � �� � ��; � . .�• _-�, � r'•:'v� 'y�39•='��"�,� 3 � `�,-'.;;;� �j �'�'�•,`�`�� 7AatlnumCarporzteSponiorot , � - :�:� � .. ..� i��. , ► Colorado Hannes�pa`�r,P�.'� '���� ' �-" ; .°:�;."� A Component af The Ameriwn InstiMe ol Prchitects Principa�{� , _ r: . L• �. ��"��-"� "��=;'�;=:� www.monioe-newell.com r�-�_`���tiS_,�tr_.. 70 BenCf3-��d • Suite 204 • P.O. Box 1597 • Avon, Colorado 81620 . . , _ f � c.._- ���� T��,T�L1ER Il�C�ITl�T�'�I1�T �'�S7CIl�� -� � � �► ♦ 2�173 F.Foad e Grand Junction,CQ 8�5�4 (97(3)256-�9�5/Cell(S7Q)210-7f1(�8/F�4,X(97Q)314-7d67 Nsdbo Cor.struction P.O.Box 3419 January 17,2008 VaiI,Colorado 81658 ATTN: Pvlr.Cari Bruggeman Permit#B07-�255 �: Giordano Residence 1107/1109 Vail Valley Drive Vail,Cotorado Dear Mr.Bruggeman, As requ�stecl,structural steeI special inspection was conducted at the above referenced project per the IBC 2003 Edition-�hapter 17:Structural Tesis and 5pecial£nspecron and projeet reqnirements.I arrived on site at 10:45 AM.I met with you to review the project requiremEnts and specificatior�s. The steel fabricator and erector for this project is Trinity V4'elding,Inc.in Leadvilie,Colorado.Trinity weldin;is not an approved fabricator for this project as defined in Section 17043 uf the IBC and also projert specifications;therefore,Periodic inspection during steel fabricarion shall be as r�quired as stated in Section 1704.2.The welder qualification test rzports for welders on site were reviewed and observed to be acceptable with projeet specifications.Copies of certifications are on fiIe with Trinity Welding_ Wh{le on site I received and reviewed a copy Qf a Fieid Report from the project structural engineer,Mr.I�annes Spach,PE with Monroe&Neweil Engineers,Inc. dated 12/20/07,Piease rerer to the attached reports tor documentation. Visual weldinQ li�spection was conducted at the Ivlain Level Fram:ng Flan on the field weIded bearn to beam,beam to coiiimn,aud beam to VL connections as required on ap�roved jobsite drawings provided by VAg,Inc.in Vai1, CO.:Project No.7404 dated 9/24/G7.Inspection was conducted a grid line f1—J& 1—8.�uring inspecrion the folieiving areas u�ere observed to be unacceptable and reanLring engineering clarificatior.prior ta acceptance by Thunder Mouatain Testing:�)VI,Fillet Welded ����ctons—�ppr�x;mately; �'L conr�ections beiween grid line�—r&.i.�—�were onserve�to be weided in the corresponding beam web areas in lieu af the Tube Column's outside face as referenced on Sheet S3.1:Cecr�n 14,2)Typical lunrgen[('Cns��r�en at�id lire R.?&6 as reference�on�i eet 53.1: Sec±ion 18.Upon ar:ival I obse^ved this cannection to be welded and completed without continuous inspection being performed du.�ing the welding process as required per Table 1704_3:Item Sa(1)of the IBC Code,3)Tube Column—4"X 4"X 3/8":The base plate to concrete mechanicai fastener connection at grid iine F&3 was observed to be instaIled with only 2 of the 4 required fasteners,and 4)Tube Column —4"X 4"X'/":The base plate ta bPam top flange fitlet welded connection was weIded on one of t�'�e long edges of the plate.The other corresponding long edge was welded to a"Simgson Hanger"in lieu of the beam flange due to clearance problems. Visual welding inspecrion was conducte�at tbe Upper Leve1 Frami�g plan on tLe typical fiIlet weIded beam to beam and beam to calumn connections as required on approved jobsite drawings, Inspe�tion was conducted at grid lin�D—G&3—4.FiIlet wetds were obszrved to be as detaiied and in campiiance with project specifications. i . � i I I . i ����- � '� � Vail, Colorado � �, Denver, Colorado ! 1,� Frisco, Colorado �``, Y V Monroe 8� Newell Engineers, Inc. FIELD REPORT Date: January 24, 2008 Project#7404 ' Project: Giordano Residence Location: 1107/1109 Vail Valley Drive Vail, Colorado Weather: Sunny Temp: 20° at 11:00 A.M. To: VAg, Inc. PO Box 1734 Vail, CO 81658-1734 Attn: Mr. Christy D'Agostino The purpose of this site visit was to observe installed framing and answer contractor questions. The following was noted: 1. Framing of the main and upper levels was mostly in place. The fireplace base slab and CMU frame had not yet been constructed. The lower level slab-on-grade was not in place. 2. Non-shrink grout shall be installed under all column base plates and beam bearing locations. Cold weather installation requirements shall be followed. A 2007 Platinum Corporate Sponsor of ���r}^r • ' Colorado A Component of The Amencan Institute of Architects www.monroe-newel l.com 70 Benchmark Road • Suite 204 • P.O. Box 1597 • Avon, Colorado 81620 3. The steel column base plate at 6/B is supported on a small concrete pilaster. The base of the column shall be reinforced as shown in the attached repair detail SR1. 4. The upper level floor framing shall be supported on the CMLJ fireplace box at grid 4.1/E.5 as shown in Section 16/53.1. The fireplace will have a zero clearance flue inside the CMU box. The top of the CMU shall be located 1'/z" below the floor joists. 5. The W 16x26 header beam shown on the upper level floor framing plan above the fireplace opening shall be replaced with a double angle as shown in the attached Section SR2. The top of the opening elevation shall be as shown in the architectural documents. 6. The (3)-12" V.L. ridge beam at grids E.5/4.5 shall be connected to the W12x26 ridge beams as shown in the attached Section SR3. 7. The W 12x26 steel roof beam at grids E-F/5 shall be installed as a bent beam. See the attached Section SR4 for detailing requirements. 8. The contractor has requested alternate roof joist sizes in dimensiona12x121umber or 12" L.V.L. members. See the attached alternate roof joist schedule and connector schedule for roof joist to valley or hip beam connections. 9. The steel stone veneer support angle shown in Section 6/53.1 shall be attached to the steel beam with the welds shown at the top of the beam only(as shown). 10. Refer to Sheet 52.4: Exterior wall headers at grids 4B-B.2, SB-B.2 and 4-5/B an be (3)-7'/2" L.V.L. beams with a single top wall plate, in lieu of specified (3)- 2x10. No other exceptions to the structural documents were noted. Very truly yours, MONROE &NEWELL ENGINEERS, INC. p., ,EG'js� o�E • sA••.;F� �,�jv �?0 - �� Hannes Spaeh, P.E. s'••..,,. ,.. '� ......�� Principal � O Monroe&Newell Engineers,Inc. 2 Field Report-Giordano Residence January 24,2008 (M&N#7404) Monroe & Newell JOe--�t G" '`�v�'� �`�� - Engineers, I11C. SHEET NO. OF CALCULATED BY �° DATE � � � CHECKED BY DATE SCALE . �. �. .� .. .. ... . ......._ . __.. ,...__ ._w .. .. i .. !. ._..... ,.... t_. ...... ��,.. . .. �{��"[�.�,G. Ss'�-,c.�,�.�J Cc�L� . ' , _ _ �/ �'/�� ��"�- � :I��''�� �' _ ; , _ , ,_ . 1 _ _ � j _ _ �� . __ � : I __ � I I � I _ � _ �; �: � __ _ � � _ _ � _ _ a I _ . _ _ � � �����, � �, , �; ; � _ � � ��� _ , ; : � � _ ..�.r_ �x. � ,.,•�'�' ,�' _..:. .._._ _:._ __ _ __ �_ , �. _ ' _ _ _ . 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P sA••�,�� ,_ _ ___ . O,.:a'F• ' __ ; w� '• tn ' � . , ; � , , ; - - -_ ;� _ _ _ _ . :'. �, _ _ ' �'ti.» ' � ��•� , _ ��� � � � � : /q '=' (��-��a�' l PRODl1CT 2044 lSingle Snee[s)20541PaddeU) Monroe & Newell J°B `� ` �`—`��'� �`-� ' Engineers, IIIC. SHEET NO. OF � I �� -a� CALCULATED BY � � � DATE CHECKED BY DATE SCALE ' � ; � , G�� �T� : � �1,�!''�--f�'-�� �F �� : ���,..�..� _� .��� _ _ L���-r-� �� r T`t�� . �..�� �� , C I �I �.-�� � . rt'o �-�--I � v,�� ,, L. � � �- � ���.. � _ '-,o'! �� �- ( o � _ I �. 2 � �P � : �. �.. N��-� .� _ L �. ��- � . 2�-I 2 � 2 '-�'' s� r��i. � � � �! �P � i �e G � : , C�- I � ' ' : :: � �.. 7 ��, - ��� , � � ��,�` �..V 4- S� Ps� _ ; I'�.dT� ��(�'y'" , l.-� �P ���.�-� �P,���.� �-� � � ', ! ;_ ;_ ', J ' I ' , ' ' u ;_ _ , __i.. , i ' _ _ __... ;....__ _ _. ! _... _,... . ; , __ ;. _ i � ' ! ; 5 ;.... _ __ _. , _ . ! ; ' ; ; ,, � _ _,... _ , _ __ . ,...... ; _.:..._ ; ._ .:_...... '..__ _;.,. ._;._ � �. . � .;. �____ s.._. . '�.... ..._.... . ;__.. . ..._ i...... : .i � _. _ ._ � i ; ; i � . ;._. : -......... >...._ �... :._._. . .... . ._..... _... . . . . .... !... ,: : : . '. ... � '•RE��S� ; _ _ __. . ��'� P 3,0•,t�� < _ i _ O' 'O ' : ; __ __ _ _ , ;_ '__ :_ _ ( � . : .•„� ... �. � , . ; : ' Yy.o��A��� . ,._. , � �� . . . .. TI �... ' ..._.._.... ....... .. .. ..._..._. : : _ . . , _.... :...._ ...I_ .............. ..�.. PRCDUCT 2049(Single Shee�s)2054(Pa�tleA� . i 1UT Nedbo Canetruction � � , P,O.Box 3418 Vell Co.89858 � • � � � � �o; Hannes Spaeh , Monroe&N�wall �rom: Mark Stevenson CC� Christy D`Qgostino Daha January 31,2008 Re: Giordano Res. The following qusatlons have been esked by the framers on the Job 1) Tho pocket daor layout at Master closet tl�e column at 6&E wlll not allow for the pocket door frame opening, 2) The header for the aroh top wlndow at the etalrwelf 1,E,F ls 3-2x1 Q 3j lf sectian SR2(fabe�t fleld roport)la uaed tho steol column thstt caRlos the rldge need to bear on�e CMU, Is there any apecial detailing for thie condition? 4) Given that the atructural alab and the CMU are not In place, le there a way to support tho ridge un�l thvy aro In pl�ce . � 6) liow la the 8X12 ridga at the north deck dormer aupporEed, fluah or dropped, 6) On the wood rtidge and hlp ar valleys connectlons couid a all thread optlon be used ��� ��� � Rv� u I�--� t-.--r ��--�f��.� � � �-�}-�-T � .��,��..-.--�:�:.__..._ �RE��SI� , . r' 9 F'• `4�p��:�`� 1 31 08 0 o� �`'�:d _ :� , � �''--�.........••. O� -�j ' JOB �'�"� �`..�..� y�!•"'.�"t.''',.w- �+ � � Monroe & Newell Engineers, II1C. SHEEf NO. 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I1 . . :._. . . ._., .. ,... ..__.. . ...._. .. _. .•'� . .. Q��n .... V � �! �'�� P•sA����� t� ��-- ; _: _ _ . _ ��: �' � _ �. l�� . �'�-r��..� ' _ , � . . ,.___ _.__ . _ _ : �`-�I �#� ' � : i �Z� _ _ � , ���I +� ��r-� : ' '' 1' . �� . . . ~�����N���� I C.�1_'�� p ��G, � ,�.,�, � _ _ _ � _ . � : �� , _ ,,, ,.. _ : I�� � j -��, PFO�JCt 26t-t jSingle S�re�s)2QS�1�Padded) • �1 � 1 ' ' . ' ' � . � � � � , i �� �,`�'ir!S�'R�'J('w"�'YwQ-�`I� ' ' �� , • , � � • - .,. . �w; . , , . , , . . �. ' , , Fax.�.ransm�t#al S�r��f � , � � � � � � � � , , , � � , . � . � , . , , � , �Ar�: � � �j�- , . � . .� . � r.o: � � � � � , � /�/ c ' � FAX#: � � . �R. OM.• � �l� �� p�;,,_ R�: �� G/��o #�f Pages: . � , , Plea�s� call if�►ny Qf the pa�ges ar,e notrece�5red, (97'p� 8�5�00�. � r � . !�' ' � ' " , , � ' �Far�laJUng; � , , � , POt�qx�lla c Mark Steuenean Ya►F,�a�s�� �; � S►rperiatendenf , � ' Mobr�;8�03�9 �vr Dar��ery��ipp,ry.� � mark�ednacom � ' ' 4DSeQ N+Rrra�2a ; pP�IflnQRddrodd: • 'SufF6l1 ; 1 PD Baz 3479 , Var►�c09t858 � ra�la�Vail,CCSIB?0 ; PackageOeNvaryA9drasat �� ; • 4�oab�rss�4,SuI,eD 970•�45•1a09 '' � avon,CO 89�6 � ���99(1�84b•8818 aro-eoe•poo� CON�TRiJCT�ON{ � � y�;�:��.,- _ .:� � .�,�...: . � Cew�07hlt,eR.R07lA T . ..� .._ ..� ��na�.nv,�i�t.�.�.Mw,� , 1 ��. . Vail, Colorado � Denver, Colorado Frisco, Colorado ;:' ��;! Monroe 8.� Newell Engineers, Inc. January 28,2008 VAg, Inc. PO Box 1734 Vail, CO 81658 Attn: Mrs. Christy D'Agostino Re: Giordano Residence 1107/1109 Vail Valley Drive,Vail,Colorado (M&N#7444) Dear Christy, Monroe & Newell Engineers, Inc. visited the site of the Giordano Residence on January 24,2008. The purpose of this site visit was to observe two welded connections: 1. A moment connection located at grids 6/B.8 above the garage door was observed. The connection appeared to have been installed in compliance with the construction documents. 2. A W14x48 upper level floor steel beam at grid 4/D was observed. A fu11 moment connection approximately 18 inches east of grid 4 had been made with full penetration welds at the top and bottom flanges and side plates at the web. This • connection was structurally adequate for the beam forces in this location. No exceptions to these connections remain. If you have any questions or comments,please call. Very truly yours, MONROE&NEWELL ENGINEERS,INC. � � � �� � ��; � . .�• _-�, � r'•:'v� 'y�39•='��"�,� 3 � `�,-'.;;;� �j �'�'�•,`�`�� 7AatlnumCarporzteSponiorot , � - :�:� � .. ..� i��. , ► Colorado Hannes�pa`�r,P�.'� '���� ' �-" ; .°:�;."� A Component af The Ameriwn InstiMe ol Prchitects Principa�{� , _ r: . L• �. ��"��-"� "��=;'�;=:� www.monioe-newell.com r�-�_`���tiS_,�tr_.. 70 BenCf3-��d • Suite 204 • P.O. Box 1597 • Avon, Colorado 81620 . . , _ f � c.._- ���� T��,T�L1ER Il�C�ITl�T�'�I1�T �'�S7CIl�� -� � � �► ♦ 2�173 F.Foad e Grand Junction,CQ 8�5�4 (97(3)256-�9�5/Cell(S7Q)210-7f1(�8/F�4,X(97Q)314-7d67 Nsdbo Cor.struction P.O.Box 3419 January 17,2008 VaiI,Colorado 81658 ATTN: Pvlr.Cari Bruggeman Permit#B07-�255 �: Giordano Residence 1107/1109 Vail Valley Drive Vail,Cotorado Dear Mr.Bruggeman, As requ�stecl,structural steeI special inspection was conducted at the above referenced project per the IBC 2003 Edition-�hapter 17:Structural Tesis and 5pecial£nspecron and projeet reqnirements.I arrived on site at 10:45 AM.I met with you to review the project requiremEnts and specificatior�s. The steel fabricator and erector for this project is Trinity V4'elding,Inc.in Leadvilie,Colorado.Trinity weldin;is not an approved fabricator for this project as defined in Section 17043 uf the IBC and also projert specifications;therefore,Periodic inspection during steel fabricarion shall be as r�quired as stated in Section 1704.2.The welder qualification test rzports for welders on site were reviewed and observed to be acceptable with projeet specifications.Copies of certifications are on fiIe with Trinity Welding_ Wh{le on site I received and reviewed a copy Qf a Fieid Report from the project structural engineer,Mr.I�annes Spach,PE with Monroe&Neweil Engineers,Inc. dated 12/20/07,Piease rerer to the attached reports tor documentation. Visual weldinQ li�spection was conducted at the Ivlain Level Fram:ng Flan on the field weIded bearn to beam,beam to coiiimn,aud beam to VL connections as required on ap�roved jobsite drawings provided by VAg,Inc.in Vai1, CO.:Project No.7404 dated 9/24/G7.Inspection was conducted a grid line f1—J& 1—8.�uring inspecrion the folieiving areas u�ere observed to be unacceptable and reanLring engineering clarificatior.prior ta acceptance by Thunder Mouatain Testing:�)VI,Fillet Welded ����ctons—�ppr�x;mately; �'L conr�ections beiween grid line�—r&.i.�—�were onserve�to be weided in the corresponding beam web areas in lieu af the Tube Column's outside face as referenced on Sheet S3.1:Cecr�n 14,2)Typical lunrgen[('Cns��r�en at�id lire R.?&6 as reference�on�i eet 53.1: Sec±ion 18.Upon ar:ival I obse^ved this cannection to be welded and completed without continuous inspection being performed du.�ing the welding process as required per Table 1704_3:Item Sa(1)of the IBC Code,3)Tube Column—4"X 4"X 3/8":The base plate to concrete mechanicai fastener connection at grid iine F&3 was observed to be instaIled with only 2 of the 4 required fasteners,and 4)Tube Column —4"X 4"X'/":The base plate ta bPam top flange fitlet welded connection was weIded on one of t�'�e long edges of the plate.The other corresponding long edge was welded to a"Simgson Hanger"in lieu of the beam flange due to clearance problems. Visual welding inspecrion was conducte�at tbe Upper Leve1 Frami�g plan on tLe typical fiIlet weIded beam to beam and beam to calumn connections as required on approved jobsite drawings, Inspe�tion was conducted at grid lin�D—G&3—4.FiIlet wetds were obszrved to be as detaiied and in campiiance with project specifications. i . � i I I . i PAGE 2 During jobsite inspections on the Upper Level Framlizg Ptan level,I observed a W 14 X 48 wide flange beam to havs a Non-Detailed splice at grid line Iocation of E&4.l.Engineering approval of this conne�tion shaIl be submit#ed to Thunder Mountain Testing prior to inspection and acceptance. Continued inspection shall be condncted on 1/25/08 at the fabricators facili'ry in Leadville,CO. Respectfully Submitted, �� cott L.Maxwell ICC Certified#08635E9-85 Thunder Mountain Testing HUg I�. LUVU I I ;9DHIYI iuu. t0u I r• I "'�, ��^;�,`�.;:.�` { ;-�'�`•_�.n'�" ,�.� !.! � s jl-1 Rk � T.E�UNDER MQUNTAIN TESTING ♦ ♦ ♦ 2973 F.Road• Craad Janction,CO S1SO4 (970)Z56-9965/C'ell(97U)21Q-7008/N AX(970)314-7067 Nedbo Constivction March 21,2008 P.O.Box 3419 Vaii,Coloiado 81658 ATTN: Mr.Carl Bru�eman Permit#B07-0285 Kl:: Ciordano Residence 1107/1109 Vail Valley Drive Vail,C:olorado Dear Mr.Bruggeman, As requested,s�uct�ual steel special inspection wxs conducted at th.e above xeferenced project per the IBC 2003 Edition-Chapter 17:Struchual Tests an�d Special[nspection and project reyuirements.I arrived or site at 12:30 PM. i met with you to r�vicw arcas rcady for inspcction. While on sile 1 received and reviewed copies of Field Reports from the project struetural engineer, Mr.Hannes Spach,PE.with Monrc►e d�Ncwell F.nginecrs, Inc_ da�:d 1/24/U8,1rL$/08,and 1/31/08.Ylcave rcfcr to chc a��achcd re�m�ts for docuan,eatation During site inspectivn 1 ob,aerved thc(it up of two cach Ccunplete Joint Penenation (CJP)Groove Welds at the followiag grid line locations: l)Main Level Framing Plan:Bent GChannel (MC12 X'10.6)at E3& 1.2,and 2)Upper Level Framing Plan:Beain(WS X 21)at�.6&6.As per the IHC 2003:Chapter I7,'I'able 1704.3-ltem S.a(1):Complete and partial penetration groove wclds rcquire continuons during the wclding process. Visual welding inspection was conducted on the fit up of the CJP welds on both pieces refereneed above.The weld joints were inspected for proper root opening,included bevel angle and back grinding tolerances per AWS D l.� -2006 Edition.lnspecrion revealed acceptable frt up tolerances prior to welding Welding was begun by ceitified welder Mr.Kevin Forman with Triniry Welding,Inc.I visually observed the welding and cleanin�operations beiog pe�formed on the root passes,intermediate passes and cover passes durin�;the welding processes.Preheat and electrical parameters were observed to be within WPS tulcrt�nces prc�viJed The CJP welds listed above were observed to be visually acceptable with requirements stated in A WS D1.1 -20pb F,dition xnd project specifications. Visual welding inspection was conducted on the Upper Level Framing Plxn anJ t�e Roox Floor Pla��levels on the rypieal fille�welded hc;am co beam and beam to eolumn ccmnections as required on ppproved jobsite drawings providcd by vAg,Inc_in Vail,(:0.:Projecc Nu.7404 clxted 9/24/07 and documented engineering clarifications. [nspection wa�condueted a grid line A -J& 1 —8 on,both levels. Fillet welds were observed to be as detailed and in compliance with project specifications and appmved engineering clarifications. Durinb site mspection at the Main Level riaming Plan,I observed the foUowing grid line areas to be unacceptable with approved project drewings and requiring fiirther engineering elarifications prior to aeeepl8nec hy Thunder Mountain Testinb:t,)Tube coluimn base plate mechanical fasteners at]&2.7�C)ne fs�ctener was too short for complete nut/thread en�agement,and 2)Tube column base plates at F'_8&4,9 &4.3,and R&,4.7;Two of the four n�echanica]fasteners were installed at acne of inspection.'1'he remaiz�im�b two base plate holes in all cases are too close to the concrete outside edge for proper adhesion (InstxlJxtion would break tt�e conccete edge). T Rug. I j• LUU� I I : j�HIYI IVU, L 177 . � . w ��� �7 TRU�TDER MOUNTAIN TESTJN �` �C G � J� ♦ ♦ ♦ � (970)256-9965 R�C,eI(9 0)210 7png�n,CO 81.SU4 �j ',,� �AX(970)314.7U67 Nedbo ConsUvction P.O. Box 3419 March 24,2pOg '�ail,Colorado 81658 AT�� Mr,Gar(Bruggeman RE� G�iordano Residence t]07/1109 Vatl Valley Dtive Permii#�3U7-0285 Vail,Co)orado Dear Mr.Bruggernar,, As requested,suuctuza�stec;l speeial inspectian was conducted at the above r�ferenced project per. the 1BC 20U3 Edition-Chapter]7;St:vcturai Tests and Special fnspeetion a,:,d project cequirements.l arrived on site at 11:00 AlV(.I m�t vvith you to review areas ready f�r inspection. Visu�i inspection was conducted at the Main LeveI�'rarr�ing plaa 1eve1 on the repairs to iteros �isted in my 3/21/08 report.�tems c�f nepair aro as follows:Tube eolumn base plate mechanical fasteners at 7 &2.7,F.8&4,B 8c 4.3,a�d B&4_7.AIi base plate me�,���a����en were observed tA be properly �5����A�appz�oved project drawings and en�neering clarifieations sut►mitted. �'S���'�'eld�ng inspection was conducted on the(Ipper[,evel Franning Pian on the f,eld welded tube column base plate to top beam flange as�wred on approvc:d,jobsite draw;ngs pravided by Vqg,�c, in Vxil,CO.:proje;a No 74p4 d�d 9/24/07.1nspection was conducced a gr�d line E.5�4,2. Fillet welds were observed to be as detailed and in eompiiance wzth prnject speci�ications Visual weiding inspcctiva was co„d���at the Roof Framin�p��on�e field wclded LS X 5 X 3/8"stone ledger ang]e fillet welded corwectSo.os as required on Sheet S4.1�.Detail 9� ]0 on approved � jobsite drawings.�n.spe�qon was cvnducted at gad line I',q_G.5�g�6.2 F3— �.6&c 2•1�2.6.Fillet welds were observed to be as de�iled and in cor�p�iance wtth p o ect pecifr ati ns. Tl�is ec�neludes all requ;red�ctural sieel special�inspection er spccil�ications fn�the Criordano I2esidence;n VaiL Cnlorado.A11 documeute�e��of u�sp�o�ot�� complianee with projeet specifications. Rcspectfully Submitt�d, ' � �� . axwell ICC Cerpfied#08b3569- I�under Mountain Testang 7 �O RE �� c� " � � �a ......«. /�+ �oe � � � �� o�:•�g P •.,T� Monroe & Newell !� t'A� Engineers, II1C. SHEET NO. OF _� _ � � /� �. �-�� o �O ��/� � CALCULATED BY ��' DATE .T CHECKED BY_ DATE • •� - SCALE I 1--`V`�.�C'� � �'�r Aw�.� HSS3X3XI/8 ' ' '' ' ' I��� �..�._ �.�.._.�.. .._ I/4 HSS� i/� X� I/� X I/4 . �� �—"�� �11 PI : RE� ARGH. ,� ,. _._ ._ L — — -------- __,T� '� — i i ;. .G�.. f — — — -------- � � � I � � _ _. , i i HSS� I/� X� I/� X I/4 � ��_.��' r '� I'XI" PIGiGET_ � i ; � � J,r+� f!� BAR AT � i i RE� ARGH. - ! • 5" O.G. — i i �) ,N ; � : � 'h RE� ARGH. ,. __. _ ��2 . _.. ---- -------- � � �i��c`7 �,,+��+�.- ►� _ _ . �� ; �.:��y� --= � � -------- � : '� ���� F�� _�� �5 c�,�'�2 o , , p, , , . � � ����, .. , .�, � � . �. ���_l�"�'" ° __ . '. _ � � �T+`'� �;l�L�� �, �. :` � '_ _ i��C� l � . , .� ;. , 4 t M `�' � _ _...___ a- �" �4� �/a � 1zx. 1 'I � , ����� i� �..... � ....... .� : ' y... ... �� .. � k _��'�d� ��........ .. .. ...._. '.._. ...i L. ; . : �. 1 .� ,.� . : . n��.... �' �� , t _. t: � ! �,�� � ��'_�{� ; _�_ �� } ... � �.__ � '_11 _ _ __ __._ �. � ... ; ; I/� ��� �?_� �/� _ . °'—`�' ... , _ _. _ _ .' _ �__ ; ; ; a_ _ ; , ,, , �� � _ : �� _ � . _�� _ _ . ___ . . _ 2, . � ...... . .. .. .. :.... fF� �,.�*f / ... __L � : _ _ _ . _ _ � � , r�� __ .� ; \;/� _..„x , . ; >. _ __ ;.,,�' , _ _� ��� _. _._. � � � / � � � � � ,.�,��` !�. ��' _ ; _:.. . .__. � -;---..:.:...�' ;, ' � _ . ._....� i .. _ ;. t ,�.. }(j, ,�"` _... . ' ; �-�--- ; 'Pf,. ' � ' � _ .*� _ , "�'� � � I� _ _ _; ::::. `"�; ! 1 ��i I..,�"T'f �� , ,r _ , .. ,_ �M� ' -._. , � � �. � N���� , , , _. , . � � � _ . : . . : ��., .__ ! .. �4 i...... -..... '..�: ! ... -..". .-.,.:...... :........ ........�..:... ...... ... _ . ...... . ...... \„ i' , ,. .. :.. . _....... ..._. ..... i ..... ..... . , -.. . �� . . , . �,qoI� ;.. :.... , .: 1'� ..i)d� : . : . .. ..... ..... . .. Fw�w! ...... ,,..�.._ ... ......... ._..... _.... , , : ... ... :.... ..; . i �,.'. .. � . e��.».- _ S� ����,,� �� ,. .... ! '� � � '� ;.. : ;. __ _. ;... �k .�::��"....G� __ � t:: __ !.._. . j. .._ :... ... '�....... _ �... . _....... ...... '... ..: ' __.. . ... .. . . .. . ........._ �..�;.. . .... , _ � : I�.: �: ! . �i I i ';.� ' . : .. �I . �.. ` . j � . ... ... .._ rA � _ ;_�/,�,�'�1,�T'�' _ , ; _ �C: _ ��t�� _ __ _ ' ��.1 I �� ,� _ _ . . � 4 ��� ; ' �`�1 �"`� �l�__ _ ; � � � �.�-� � �r�-; � S'� , � ; _ �, ���,�--_ _ ��� �-T- �--� ��- . o _ � � ��.-���►�� �� I . . ._ _ . . . ��.�A r' < Vail, Colorado Denver, Colorado / � Frisco, Colorado � �'� � , Monroe 8� Newell Engineers, Inc. August 11, 2008 VAg, Inc. PO Box 1739 Vail, CO 81658-1734 Attn: Mrs. Christy D'Agostino Re: Giordano Residence,Vail Valley Drive, Vail, CO (M&N#7404) f" Monroe&Newell Engineers, Inc. observed the Giordano Residence during construction. To the best of our knowledge and belief, based on our limited visual observations and the information provided us, the framing and foundation are constructed substantially in compliance with the intent of the construction documents as approved by the Building Department. If you have any questions or comments, please call. Very truly yours, � MONROE&NEWELL ENGINEERS, INC. 4 �S "'°' '�' i� O f.$ ,�~;t�+ � Hannes Spaeh, P.E. ? J Principal � .•� � � � A 2008 Platinum Corparate Spansor of � � Colorado A Component of The American Institute of Architects www.monroe-newell.com 70 Benchmark Road . Suite 204 • P.O. Box 1597 • Avon, Colorado 81620 (97(ll 949-77<R • FAX (9701 949-4054 • email: av�nC�monroe-newelLcom � Development Review Coordinator _�.�-�� , � �� � 75 South Frontage Road � �� ��� °_;, � � � Vail, CO 81657 � � � ; Phone: 970-479-2128 , ,�� ,, f' Fax: 970-479-2172 � � � �� t � pections: 970-479-2149 ��������� �a��1a� �� ' �� . .. .,. ., ��y " Ins _�<< , ... �_ Revision/Information Transmittal All Revision submittals must include the Field Set of approved plans and a copy of the correction letter. No further inspections will be performed until the revisions are approved and the permit is re-issued. Permit#(s) information applies to: Attention: O Revisions , ��� / �C''�-�� ( ) Response to Correction Letter � attached copy of correction letter ( ) Deferred Submittal Project Address: Reason for Revisions(include a list of all changes that have been made from original approval): � I I � � �%�� - r . -. _ � ' ����._� � � �1, w ................ _ �...._�_._ �_...... __....�...� /� ��C//�l`�y2.a `l� ��li�'r-�/ S Contact Information � � ' Company: �/1/l��� �� Company Ph: ��S- /Ot''! Fax: �YS -°��j'°1 ? Contact Name:��/%TU� �%�Z�L"-��,�cry✓ Contact Ph: ��f s �C�G'� � Cell: � � "-C�� �C ' � �'',�,� �' S �; ����� . ��,� -� rGrd�� E-Mail: �-- L ^-o--- ' Town of Vail Contractor Regist tion No: � - �/ r � �� /\ ; ' Sf ature . uire ', Revised ADDITIONAL Valuations (Labor 8� Materials) '; (DO NOT include original valuation) ' � ', Building $ � Plumbing$ ' (Use additional sheet if necessary) Electrical $ � ; Mechanical $ _. . __����°°°�°�.�� -.. ... .. _... , Date Received: � Fire Sprinkler/Alarm$ ��G , Total$ � 2 10�8 �"C�WIV OF V�IL. � . ��� � � `U�O�� �G�,�v�� � _���5 �Q � Vail, Colorado �� Denver, Colorado r' Frisco, Colorado � � '' Monroe 8� Newell Engineers, Inc. August 11, 200.8 VAg, Inc. PO Box 1739 Vail, CO 81658-1734 Attn: Mrs. Christy D'Agostino Re: Giordano Residence,Vail Valley Drive,Vail,CO (M&N#7404) Monroe&Newell Engineers, Inc. observed the Giordano Residence during construction. To the best of our knowledge and belief, based on our limited visual observations and the information provided us, the framing and foundation are constructed substantially in compliance with the intent of the construction documents as approved by the Building Department. If you have any questions or comments,please call. Very truly yours, MONROE &NEWELL ENGINEERS, INC. [� (C� I�, � M � 0 G D ""'... ,,����, �4U� �� 200� o '�s ,�•;F� � � Hannes Spaeh, P.E. : � TOW N O F VA I L : Principal ` M�� fy Y A 2008 Platinum Coroo2te Sponsor ot � � � Colorado A Component of The American Instit�te of Nchitects w'R'A'.ri10rii0e-ReWeI1.COIri 70 Benchmark Rosd • Suite 204 • P.O. Box 1597 • Avon, Colorado 81620 (970) 949-7i68 • FA� (970) 949-40�4 • emaiL avon@monroe-newell.com � ' " N��a �-��►J�� � �'`�'�°� � �s � �,KP ; ����i�eer��a �nc. ��7 �� C�'e� � b� CI�'fL'CI:C�TEC f�f\IC`AI_ � � � � � � D AUG 12 1008 r�u�ttst 1�. �oag TOWN OF VAIL A'[i�. Cai-) Bruggen�ari R.�: I'ercuiation Testin� arzd 1��� "�?�'eEl Design Nec�ba Construction Lat 7, Block 6, Vail Village, Filin�:; 7 P.O. Sox ��19 l �107 Vail Valley� Drive, Town of Vail Vail, CU b1658 �agle Col�nty, Colorado Via E-Ynail: carl�?,nedbo.conz I'zoject No. 07174 Dear Carl: At your rzqu�st��n Jui1e 16, .gu�,ust 5 and G, ?008.�ve� visite�3 the consiruction site ai Lot - 7, �31ock 6, Vail Villa�e, Filin� 7, I 1 t}7 Vail �'illa��e Drive, To«�I of Vail. Ea��le Countv. Colora�o. The��urpose of tl�ese site visii�s ���as to pro��ide co��sultation for the I�r�� �1'ell for the raof dischar�e. Thev had ekcavzted a profile i�ole and a perec�Iatian hoIe at the northeast corner of tl�e residence under constructi�n, The soil exposed in the pmtile hale c��nsisted of eight feet of' coarse sand. interbedded ���ith la��ers of sandv ��ra�•el «�ith cobh�es 3nd occ�sic�nal boulders. :���erage �'erco�atian Rate r��.�ts 1l �alinutew �er inc1Y. T'he percolation results are ap�rended to diis let.te�r. The Dry� Well is desi�_=ned for a S-year storrl� �7-eni �nd its �erforated area should release all siored «�ater as grc�und ���ater f1o��� in 12 hours. The I)n�«�el➢ ditnensions of the perforated ar-ea sl�ould be� i-eei di�meter ar�d =1.� fe�t depth 3nd it shzll be constructe�d accordin�to the detailed dra«�in��appended to ihi5 letter. Any discrepancies in the soil ��.zid �round ���at�;r coi�diti�ns, shol�id be re�orted to the e�ngiz7ee�r immediately. 'The� Di-�� ��rell slYOUld be inspect�d yearl}r for r�mo���a3 0l�se��l�im�nt�. If you have� any questions, pl�ase do not hesitaie� t� call. ..,,�.,-��,,,�,.,,,. Sincerely, �����,;�� �_(,"` � � LKP E1�GI1\'E�RI_�G, I;VC. ` r��,«:J�FFE�Rr `'��^°`��.ii .�✓'�, ' ,,,� . _ "• „� _ ✓ � :.-^, �.,...;fy `.. ,�:,� . _ ,�1�a'�✓✓i ti'..-'� � r�'�'r'` k'Ct L �s: L.�.��..� :�� �"`— ?'�: tu� ty---. . ta '�C�� I.uiza Petrovska, PE ���'• �,°�°°.> President `��� �� ��`y `�',� '�'��,'�'�� '� .P.'�...A1'f']2-Lb:P',2D1?7iU?7',4dn�u�ell.w�pd P.O. Bi�x ??i37, Ed�turds, CO fi16�?. (�.i7(11 9?ti-9C}S� T�'l. (���(}I 9?(i-�)U8)Fa�; � .� SOL/D COI�ER A T GRADE 2" ' ' 3.5 • • ,: • ' � �'�� 24 � Y, . , . �' . ,���. -. , ti: • ••' . �y . � ; t .i. . t. 4 .,� . 2' CONE ... •ti.• •.. : �: , � �* ,. .' . . ,:y . ; . � . , '�. . INLET FOR `' ", .;' , ` ' , � � D/SCHARGE FROM ��. • ' ' } ROOF CUTTERS . ' �'` STRUCTURAL •`• '• •L . � ,� - ; , BACKFILL .�. .4• .. .�• L � ti •� �+�w 2' SECTION � � ` OIiER THE • • •:.;••- PRECAST CONCRETE • ' SCREENED ROCK AS N EDED • + �'�� • SECAONS TO MEET �' � ' � �� � ° ASTM C 44 . ..� '•. � Wl� F/LTER •� ' FABR/C . . , a . . . �, • •.� ' .. �., . .• . . 3/4" CRUSHED, SCREENED ROCK 4.5" ACT/1/E PERC AREA 7' M/N. �H/GH STREN6TH WOVEN FlL TER FABRIC �4 J 2 FEET M/N/MUM BELOW THE LOWEST FOOT/NG ELEVATION TYPICAL DRY WELL DETAIL N.T.S. TYPICAL DRY WELL DETAIL CIVIL/GEOTECHiVICAL LOT �, BLOCK B, FILING �' PRO.L�CT N0.: LKP :: Engin eering, In c. 1107 VAIL VALLEY DRIVE 07174 TO1PN OF VAIL ���.Na; P.o. eox zaa� Edwards, co ais3z FqGLE COUN7'Y � cei (s�o� sze—soaa rax (970) 926-9089 , COLORADO � LKP ENGINEERING, INC. P.O. Box 2837 Edwards, CO 81632-2837 (970) 926-9088 Fax(970)926-9089 PERCOLATION TEST RESULTS Client: Carl Bruggeman Location: Lot 7, Block 6, Filing 7, Vail Village Nedbo Construction 1107 Vail Village Drive, P.O. Box 3419 Town of Vail, Eagle County Vail,CO 81658 81658 Colorado Project No. :07174 P-1 P-2 P-3 TIME/DEPTH 40-8/16 9:20 8-14/16" 9:30 16-10/16" 7-12/16" 9:40 20-8/16" 3-14/16" 9:50 23-11/16" 3-3/16" ]0:00 26-14/16" 3-3/16" ]0:10 29-10/16" 2-12/16" 10:20 31-1/16" 1-7/16" 10:30 32-8/16" 1-7/16" ]0:40 33-8/16" 1" ]0:50 34-6/16" 14/16" PERC RATE 11 MIN/INCH MIN/INCH MIN/INCH AVG PERC 11 MINUTES PER INCH Average Percolation Hole Diameter: 14" Soil Profile: 0 to 8 feet:Coarse sand, Holes Dug and Presoaked: 8/5/2008 interbedded with layers of sandy Test Run: 8/6/2008 gravel with cobbles and occasional By:Kiril Petrovski boulders. No Ground Water TOWN 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 NEW(SFR,P/S,DUP) PERMIT Permit #: B07-0285 Project#: PRJ07-0153 Job Address: 1107 VAIL VALLEY DR VAIL Status . . . : REVISION Location.....: 1107/1109 VAIL VALLEY DR Applied . . : 08/30/2007 Parcel No...: 210109205009 Issued . . : 10/08/2007 Expires.....: 10/04/2007 OWNER GIORDANO, DONNA M. 08/30/2007 WOODSIDE PO BOX 53 LOTHIAN MD 20711 APPLICANT NEDBO CONSTRUCTION 08/30/2007 Phone : 970-845-1001 P.O. BOX 3419 � VAIL CO 81658 License: 251-A CONTRACTOR NEDBO CONSTRUCTION 08/30/2007 Phone: 970-845-1001 P.O. BOX 3419 VAIL � CO 81658 License: 251-A Desciption: DEMO EXISTING DUPLEX AND BUILD A NEW SFR WITH AN EHU Occupancy Type Factor Sq Feet Valuation Totals . . . 6, 558 $2, 300, 000 . 00* Number of Dwelling Units: 1 Town of Vail Adjusted Valuation: 2,300,000.00 Revision Valuation: $25,000.00 *�*►r*�*****+es#***�►a++**«�*+*++++�**r+�►****rr**r**s***�r�a+�** FEE S UMMARY�*•r*.**�*.***r*****r��srr*•***s�*.***►*►*r+*.�*****s«*«*** Building------> $10,4 4 5.0 0 Restuarant Plan Review--> $0.o o Total Calculated Fees-----> $18,3 85.95 Plan Check---> $6,�8 9.2 5 Recreation Fee------------> $9 e 3.�o Additional Fees------------> $o.o 0 � Investigation-> $o.0 o TOTAL FEES-------------> $18,3 8 5.95 Total Permit Fee-----------> $18,3 85.95 W ill Call-----> $3.0 0 Payments-------------------> $18,3 8 5.9 5 BALANCE DUE---------> $o.o 0 +*****�.*rs+�*rr►***►r:*w.►s***sr****s*►�***�*�+*:*.*:*.*�.*.s***s:s***►»***s***+�***r�*r***+aa►**.�+�s►**r**.***r.r**+*r�*r**+«r*+**s+*�+*+r*+++* Approvals: Item: 05100 BUILDING DEPARTMENT 09/13/2007 jplano Action: AP SEE CONDITIONS 10/05/2007 jplano Action: AP APPROVED REVISED DRAWINGS "T" REVISION DAT] IN THE REVISION BLOCK, 3 HOURS OF PLAN REVIEW DUE Item: 05400 PLANNING DEPARTMENT 09/10/2007 bgibson Action: AP office set routed to F-2 10/05/2007 bgibson Action: PA revisions approved by planning Item: 05600 FIRE DEPARTMENT 09/11/2007 DRhoacies Action: AP See conditions . (Matches DRB07-0161done by Circumference of structure from approved fire department access exceeds 300 ' . Refernce IFC (2003) 503 . 1 . 1 . Landscape features prevent fire department access . Fire sprinkler system and monitored fire alarm system required. Item: 05500 PUBLIC WORKS 09/06/2007 gc Action: COND Stamped PE detail tor retaining wall by dr: Item: 05550 ENGINEERING CIVILS **.#�***rrr+■.r.:**r..�*:+++rs.�*�.****��.�+*,*,**+���*�*�**.++.s:*:**.r*r.**r*r*:.:�*.�*a*:*....*+***�*�****+s**r*e**..*.*:*.+*:,*+�***�:.*+..*. See the Conditions section of this Document for any conditions that may apply to this permit. 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 A�NCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM- 4 PM. j ? �(/� , � �, SIGNATURE OF O E R CONTRACTOR FOR HIMSELF AND OWNER ******************************************************************************************************** CONDITIONS OF APPROVAL Permit#: B07-0285 as of 10-08-2007 Status: REVISION ******************************************************************************************************** Permit Type: NEW(SFR,P/S,DUP)PERMIT Applied: 08/30/2007 � Applicant: NEDBO CONSTRUCTION Issued: 10/08/2007 Job Address: 1107 VAIL VALLEY DR VAIL Location: 1107/1109 VAIL VALLEY DR Parcel No: 210109205009 ******************************************************************************************************** CONDITIONS **************************�***************************************************************************** Cond: 33 (PLAN) THIS PROJECT WILL REQUIRED A SITE IMPROVEMENT SURVEY. SUCH SURVEY SHALL BE SUBMITTED AND APPROVED PRIOR TO REQUEST FOR A FRAME INSPECTION. Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: CON0009328 Fire sprinkler system required and shall comply with NFPA 13R(2002) and VFES standards. Cond: CON0009329 Monitored fire alarm system required and shall comply with NFPA 72(2002)and VFES standards. Cond: CON0009357 Provide an open hole soils reoprt at footing inspection, 3000psf Cond: CON0009358 Provide an engineer stamped detail for the non-combustible hearth support required on the main fireplace ************************************************************+**++*************************** TOWN OF VAIL, COLORADO Statement ****************************+********************************+***+***********+************�+ Statement Number: R070002120 Amount: $315.56 10/08/200709:31 AM Payment Method: Check Init: DDG Notation: Nedbo 32650 ----------------------------------------------------------------------------- Permit No: B07-0285 Type: NEW (SFR,P/S,DUP) PERMIT Parcel No: 2101-092-0500-9 Site Address: 1107 VAIL VALLEY DR VAIL Location: 1107/1109 VAIL VALLEY DR Total Fees: $18,385. 95 This Payment: $315.56 Total ALL Pmts: $18, 385. 95 Balance: $0. 00 ***********+***************************************************************+**************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 BUILDING PERMIT FEES 91.25 PF 00100003112300 PLAN CHECK FEES 224 .31 ----------------------------------------------------------------------------- u APPLICATION WI OT BE AC EPT N SIGNED � ding Permit# �O-7 d� �� � 79,2,'f49{In�A��:��?�,�) �����.� * N TO TOWN OF VAIL BUILDING PERMIT Separate Permits are required for electrical, plumbing, mechanical, etc.! 75 S. Frontage Rd. Vail, Colorado 81657 ***All Revision submittals must include the Field Set of approved plans r i � �Ct�n will be reformed until the revisions are a roved. CONTRACTOR INFORMATION General Contractor: Town of Vail Reg. No.: Contact and Phon : Ca�'1 a`ty-D37cG I�jec,llo-o Cohs����►n �dll;e. 77�'Cty�'QgJF i/AIL ATTENTION: JOE,JR,CHARLIE,GREG,CHRIS Contractor Si n� COMPLETE REVISIONS EVALUATIONS FOR BUILDING PERMIT Labor& Materials REVISED AMOUNT: $ ELECTRICAL: $ OTHER: $ PLUMBING: $ MECHANICAL: $ REVISED TOTAL: $ Z,S�a b For Parcel# Contact Ea le Coun Assessors Office at 970-328-8640 or visit www.ea le-count .com ���'�:��...# Job Name: G'i a�,(�y�,� I�eSi c�Chc e- Job Address: �l a °� (/oL�( I/�11e y [J r-�'✓ Legal Description Lot:�7� � Block: �, Filing: �+f� K;�'� Subdivision: �/p,L�� � � � Owners Name:���� G�o� Address ���� V�• v��l� � �� Phone: Architect/Designer: Address:P�g� �.7��{ V,o�,�r� Cb� �,(6� Phone: ����„Za 3 j/4 �v1 G` Engineer:��onr�e E ��u Address: Phone: _ �7 REASON FOR REVISIONS: u �c�o���a! �+�o,.�✓; Work Class: New(� Addition ( ) Remodel ( ) Repair( ) Demo ( ) Other( ) Work Type: Interior( ) Exterior( ) Both (�6) Does an EHU exist at this location: Yes (�) No( ) Type of Bldg.: Single-family(�) Two-family( ) Multi-family( ) Commercial( ) Restaurant( ) Other( ) No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building: No/T e of Fire laces Existin : Gas A liances Gas Lo s Wood/Pellet Wood Burnin No/T e of Fire laces Pro osed: Gas A liances Gas Lo s Wood/Pellet Wood Burnin NOT ALLOWED Does a Fire Alarm Exist: Yes ( ) No ( ) Does a Fire Sprinkler System Exist: Yes ( ) No ( ) �:��**************,t*********** *****FOR OFFICE USE ONLY***�`���'�*��* ��`�** Date Received: Permif Fee 10 : Plan-Ck Fee 8Uj: Accepted By: Permit Fee(11): P1an,Ck Fee(81): Outsourced Terms F:\cdev\FORMS\Permits\Building\building_revision_4-18-2007.doc Page 1 of 1 ' :i�'� ,"��; 4/18/2007 � ` : TOWN 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 NEW (SFR,P/S,DUP) PERMIT Permit #: B07-0285 Project#: PRJ07-0153 Job Address: 1107 VAIL VALLEY DR VAIL Status . . . : ISSUED Location.....: 1107/1109 VAIL VALLEY DR Applied . . : 08/30/2007 Parcel No...: 210109205009 Issued . . : 10/08/2007 Expires.....: 10/04/2007 OWNER GIORDANO, DONNA M. 08/30/2007 VdOODSIDE PO BOX 53 LOTHIAN MD 20711 APPLICANT NEDBO CONSTRUCTION 08/30/2007 Phone: 970-845-1001 P.O. BOX 3419 � VAIL CO 81658 License: 251-A CONTRACTOR NEDBO CONSTRUCTION 08/30/2007 Phone: 970-845-1001 P.O. BOX 3419 VAIL � CO 81658 License: 251-A ;ciption: DEMO EXISTING DUPLEX AND BU1LD A NEW SFR WITH AN EHU �upancy Type Factor Sq Feet Valuation Totals . . . 6, 558 $2, 300, 000 . 00* ' °r of Dwelling Units: 1 �Vail Adjusted Valuation: 2,300,000.00 Revision Valuation: $25,000.00 ��*r**+�****a�****r****rr++s*s��+�a**w**rs�***�r+**r*r:r FEE S UMMARY*+#�++*s►******�«r��**�*���*****�*r*�++**+�**�**r�*******r* ---> $10,44 5.0 0 Restuarant Plan Review--> $o.o o Total Calculated Fees-----> $18,440.95 --> $6,789.25 Recreation Fee------------> ' $9 83.7 o A itiona Fees------------> $o.o 0 •> $o.o o TOTAL FEES-------------> $1 e,4 4 0.95 Total Permit Fee-----------> $18,440.95 � $3.0 0 Payments-------------------> $18,4 4 0.9 5 BALANCE DUE---------> $o.o 0 tr»s*.rrt.++s*a***:+*+►����**s*rta�**+■*r�s�**.■**.►*��*■��s*s*�+t**�****r*s*+***x�**�*+*****�.�+**�a�r��*:.+**s.*�r**rr*»*r*wsrr. �J BUILDING DEPARTMENT /2007 jplano Action: AP SEE CONDITIONS /2007 jplano Action: AP APPROVED REVISED DRAWINGS "T" REVISION DATI ' REVISION BLOCK, 3 HOURS OF PLAN REVIEW DUE ?008 jplano Action: AP Approved change to cietail 13 on 53 . 0, 1 ho� due '.,ANNING DEPARTMENT 07 bgibson Action: AP office set routed to F-2 )7 bgibson Action: PA revisions approved by planning y , 05/21/2008 bgibson Action: AP 5/19/08 site wall revisions approved, ottic routed to John Plano Item: 05600 FIRE DEPARTMENT 09/11/2007 DRhoades Action: AP See conditions . (Matches DRB07-0161done by Circumference of structure from approved fire department access exceeds 300 ' . � Refernce IFC(2003) 503 . 1 . 1 . Landscape features prevent fire department access . Fire sprinkler system and monitored fire alarm system required. Item: 05500 PUBLIC WORKS 09/06/2007 gc Action: COND Stampecl PE detail tor retaining wall by dr: Item: 05550 ENGINEERING CIVILS *��.�..::.*.*�.�.*�.��..*.:�*+****.�«..�*.****.*:��.+:*�****.�****,::*.:.:**�#+*�++.*,*►**,:*.***,:.**s*�.�****����..*:�:..�:�*�:...�.+...+:�:...:.* See the Conditions section of this Document for any conditions that may apply to this permit. 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, [nternational Building and Residential Codes and other ordinances of the p ' e thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS NCE E EP - AT OLIR OFFICE FROM 8:00 AM� �PM. SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER � 1 ******************************************************************************************************** CONDITIONS OF APPROVAL Permit#: B07-0285 as of OS-29-2008 Status: ISSUED ******************************************************************************************************** Permit Type: NEW (SFR,P/S,DUP) PERMIT Applied: 08/30/2007 � Applicant: NEDBO CONSTRUCTION Issued: 10/08/2007 Job Address: 1107 VAIL VALLEY DR VAIL Location: 1107/1109 VAIL VALLEY DR Parcel No: 210109205009 ******************************************************************************************************** CONDITIONS ******************************************************************************************************** Cond: 33 (PLAN)THIS PROJECT WILL REQUIRED A SITE IMPROVEMENT SURVEY. SUCH SURVEY SHALL BE SUBMITTED AND APPROVED PRIOR TO REQUEST FOR A FRAME INSPECTION. Cond: 12 (BLDG.): FIELD 1NSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: CON0009328 Fire sprinkler system required and shall comply with NFPA 13R(2002)and VFES standards. Cond: CON0009329 Monitored fire alarm system required and shall comply with NFPA 72(2002) and VFES standards. Cond: CON0009357 Provide an open hole soils reoprt at footing inspection, 3000psf Cond: CON0009358 Provide an engineer stamped detail for the non-combustible hearth support required on the main fireplace , i ******************************************************************************************** TOWN OF VAIL, COLORADO Statement **+***********+******************************************************�********************** Statement Number: R080000821 Amount: $50. 00 05/29/200812 :59 PM Payment Method: Check Init: SAB Notation: 34347-nedbo ----------------------------------------------------------------------------- Permit No: B07-0285 Type: NEW (SFR,P/S,DUP) PERMIT Parcel No: 2101-092-0500-9 Site Address: 1107 VAIL VALLEY DR VAIL Location: 1107/1109 VAIL VALLEY DR Total Fees: $18,440. 95 This Payment: $50. 00 Total ALL Pmts: $18,435 . 95 Balance: $5.00 ******************************************************************+**********************+*+ ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ PF 00100003112300 PLAN CHECK FEES 50.00 ----------------------------------------------------------------------------- , . 1 � • ********#******************************************************************#**************** TOWN OF VAIL, COLORADO Statement *********************+***************************************************************++***** Statement Number: R080000822 Amount: $5.00 05/29/200801: 00 PM Payment Method: Check Init: SAB Notation: 7692-STEVENSON ----------------------------------------------------------------------------- Permit No: B07-0285 Type: NEW (SFR,P/S,DUP) PERMIT Parcel No: 2101-092-0500-9 Site Address: 1107 VAIL VALLEY DR VAIL Location: 1107/1109 VAIL VALLEY DR Total Fees: $18,440. 95 This Payment: $5. 00 Total ALL Pmts: $18,440. 95 Balance: $0. 00 ******************************************************************************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ PF 00100003112300 PLAN CHECK FEES 5. 00 ----------------------------------------------------------------------------- � 0 APPLICA710N WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGPIED � � Building Permit#: . 970-479-2749(irispec ons) e _ ��0�YA�I, � REVISION TO TOWN OF VAIL BUILDING PERMIT Separate Permits are required for electrical, plumbing, mechanical, etc.! 75 S. Frontage Rd. Vail,Colorado 81657 ***All Revision submittals must include the Field Set of approved plans. No further inspections will be pertormed until the revisions are approved. *** CONTRACTOR INFORMATION General Contractor. Town of Vail Reg. No.: Contact and Phone#'s: S /j? , " � ATTENTION: JOE,JR,C I G,CHRIS Contra i re: COMPLETE REVISIONS EVALUATIONS FOR BUlLDING PERMIT Labo��Materials REVISED AMOUNT:$ ELECTRICAL:$ C,�TitR:$ PLUMBING:$ MECHANICAL:$ REVISED TOTAL:$ ForParce/#Co�lactEa /e Coun Assessors D�ce a'y�0-328-8640 0��isif cywvr!ea /e-counf .com Parcel# ....---.,P--, � � �'�''''�a c� �iio rvame: � Job Address: �Q � Lega!Description Lot: Block: Filing: Subdivision: Owners Name: Address: � U i Phone: ArchitecUDesigner:v � Address: e„ 7 Phone: _ � Engineer. Address: ' Phone: � - REASON FOR REVISIONS: 'pi � -- i�/' > Work Class: New(j� Addifion ( ) Remodel( ) Repair( ) Demo( ) Other( ) Work Type: Interior( ) Exterior� Both( ) Does an EHU exist at this locatian: Yes�) No( ) Type of Bldg.: Single-family� Two-family( ) Multi-family( } Commercial( ) Restaurant( ) Other( ) No.of Existing Dwelling Units in this building: No.of Accommodation Units in this building: No/T e of Fire faces E�tistin : Gas liances Gas Lo s Wood/Pellet Wood Bumin No/T e of Fire laces Pro sed:Gas A liances Gas Lo s Wood/Pellet Wood Bumin NOT ALLOWED Does a Fire Alarm Exist: Yes( ) No( ) Does a Fire Sprinkler System Exist: Yes( ) No( ) ********'t*'*�""�*******""'***********"*'�**"***�""FOR OFFICE USE ONLY**�"k'�`*********�"`******�""t*'t'"`�,�,�""`*""t*'*** Date Received: Permit Fee 10 : Plan Ck Fee 80 : Accepted By: Permit Fee(11):, PI k 1) Outsoureed Terms: j� -- ` - F:�cdevlFORMS1Permits\Buildinglbuilding revision 1 � � 1 �Y MAY 15,8la/pD � TOWN OF VAIL ��� � �' ; . �� ����� �� ,- " � ��u�0 5 �� l��' � ���'�� � �:-}.=;,, Vai1, Colorado ✓ Denver, Cclorado Fr;sco, Coiorad� r �� ' M�l��e �> �T�..'�r�� 'il Engineers, Inc. f�UQUSt. 1l, 2��.g i � VAg, Inc. � PO B�� 1739 Vail, CO 816�8-1734 � �ttn: Mrs. Christ��D'Agostino � � , Re: Giordano Residence,Vail Valley DriY�e, Vail, CO (M&N# 7404) '� Monrae &Newell Engineers, Inc. observed the Giordano Residence during construction. To the best of our knowledge and belief, based on our limited visual abservations and tl�e infornlation provided us, the framuig and foundation are canstructed substantially in complia�lce with the intent of the construction aacuments as approved by the Building Depar�ment. If you have any questions or coiruiients,please call. Veiy uuly}Tours, j � MONP.OE &NEV4'ELL EI�TGNEERS, Ii�C. �-, i� �r�� I�; �I �`�i �`' U � ���� AU� �� 2008 oN���u �li ''�cg ,o•ti c��y �m Haru�es Spa.eh, P.E, ; �""' TOWN �F VAiL Principal � ..�. � G A 2�D8 Plannum Corpo2te Sponsor o! �Colorad� A Component of Tne Amanc;m Iastnute af Architmts w«���.monroe-ne�.�el! com ''U Iieachmark Ro�.d • Sui_e Zr)=� • P O. B,�x l59' • Avon, Colorado 81620 (9'%0} 949-77C8 • FA� (970) 949-�O�v • emaii: ��ivon�;�:�no:irr�•c-i.e���,eiLcom � N�f�d �� � i • ��U���,� I G'�M' � 'i � - =� �f"'._`"��;� + — �;�,��,�� i',' ��; +,f �';� �, � 1;� �����' ;::� �����i��e�c.��•ir��, �t:��� � i�\a�----.n.:,;.� (-1�•i:_�:�]'crrr_C)Itiu :•,� . L;;:� � .� r—� __ - I � �-, � _, � � � +� i�. +c_-, i �� I_c_'� � ! � �j Au� , � zooe ► v �����t«, ; �. ������ -rowN oF v�i� '��Tr. C::►rl 13�-ug{;cta�:►n I2E: 1'er-c�ol.itian 'C c�tin� �ancl ()rt� `'�'cII t.�r.sigxz �cdh�� f�nn•tru�:t.iiy�z I.ot i. 131oc1, t;. `�"ai} t�illa�r_ �=iii����, 7 1'.C}. Pox :;�19 1 107 Vail �'�illc�v I�ri;�c, .l-c,�ir: ��1�\'"aii Vail. Ci} �ICi�>8 T�a�>.lc C�tiunl�ti�. i'��li�rat3i� '��i.� I�-�z����iL• c.�x•�(a't�edhc►.ro�t 1'rojrct No. (1?174 I:?cc:�° Carl: i�t ;.���a�r rei�l.ie:�t i:n 1�u1c: l 6. :�lu��t�st � ��nd ��. :'t)O�. ��re �-i�itc��� tl�e- c�,n�,t��;c.ii;�u sitt at l:ot ", ��1�,7cr: �. �Jail �'ill��e, �'ili��� 7, 1 1�',iA�ail 'v iil�t;�e L?rivc. �I`�+��v�r� of'v ,i[. i�a<�li°� Cou?��t��, (',>>l.�r�td��. �I�h�� pt:i-}�c7se �:�f�hcse s�it� �isit� «�as io pru��ide Wuy7su}t;7tic�,� .'irr!.f,��. i:ar4� �1�`eli frn-tl�e 1'i�)i`Ci1cC�1.1I''�r. T�IC'.ti' 118C� �XC�I�'�lltC� 9 �1I't�;l�� �7�.11� Cilli� :1 (?C1'C��tilli�711 flili� dl ?t?r"' 11C7]'1�1-L'tlSl CCITT�°C i>f '�1�' 1't�31ijC:iC�_ U1?C�l'1'COdltil'.'L1C�lil;. 7�1'.' Sl�l� 4!i]'?tl���; iil !11� i7F'C?ftlC. �l`i)��. �:�)t7wl�ti:C1 (���Clr`�]I '��l 4.t 4o:irse s;ind. ir�terl��:dd�� ���ith l��•ers c�f s�nel�,� `:ra��i ����ith c��'.�b1::s .�r7d c,ceasioital b��xle�ers. i .k��c��.�w� �'rr•colation t2�rEe�i:is i l cl�inutr.�; x�cr� i�rch. 1`hc a,�icc�latii��� t�esults a�°e :�p�,c:nd��l _�;� i:l�is letter. �]'h� F)iti V,�`ell is deciicncd l��r a � �i:ar st:�rn� e�c�»; ar�ci its }�erf��rated arr-,�� s;,n,�1J i•c°le1;e all sic�re��i ���ater as ��=i�und «�atel- `l�<<` ir� i�' ti:,l.i�•�:.. 'l�c ll;•} `;c:ll C1111]Z.l151qI1S Of tii�: E�ea�l�,rated area s}�otild be 4 See1. c}iameter arid i � t4::t cic:�,if; .�nd it :;lhall ?�� eun�triictc.l accnrdii7��te, the dciailed dra�n��n�r a����cn�:��� t<� ti�is lett,�r. :�;)V C;19C1'l')-��3iiG)�S lll 1}lt $031 all�� `,1�Ui111C� \1'�IiC'i'Ctll?lj)lIU1�S. $�liill�;i 1tiE: f�c�:)Ol'LC'� 10 II7C e:���ineer in�mediate,�v. 7�hc�. D7�� 14'ell sl�o�.cld b�� int�;i:cl�d .,earl�� 1��r r��n-;o�fc�l t��st:�c3inient. Ii��ou 17a��e ariv questioiis. i�le��se do l�c�t hesit�,1,: io c:il. �r11lCC;?'P.��'. � � '-i. r 1.. � I,li.i' �:?`;C:i'�t,i:�.i2 i?�(_:, I''��. ,, �,� ��i - . <�` �' ,._....._. ��9�.•� • ,�, � � �\�� � . T �. N e. �,_ ' ...'�.�� , ��1 ✓ `" . .,;�— MM5: i . ... .. _ � � _ /�Fa i r,a .a Pu�����.k:,, 1'E------ f � "�V 1'r�,��.lerrt �����U�,'�, �.,. �� F f'1'-1.i:P�:Un7�,i;?1?4dn�xrcll.r���uJ I I T'.(.1. 13(tix .}�_2?. ��cj�t�.it�l�:,l�l� `��(�;.� �'�'t!I ��_'h-�l�l;�;�l ����. (,'1 �I11 �>:�i-�:?C)t��.� }��1�: � �' . � ' � � � � � i1 � § � SOUO COIiER A T CRADE--� 2" , •�',, -' ' •' `3•� 24 '�. � Y' �.,. '. `. •: . ,4 � 1 .�• •� ' ' 1 � � �y� • • . . • �. . . �� CONE .�. '-..• '•., � •�; y " t ; �. , ... . . , ''�,., ' , , INLET FOR `' �' . ,;' , ` •• ,•� • D/SCHARGE FROM �t . ' , � ' ' ROOF GUTTERS . ' �`4: �'`, ',� 5TRUCTURAL .� � ''y ; , B�SCKFlLL ? � .y, .. •a• . �� • �.L� �„� ,4. .• .. �'� 2' SECTlON � r '�.; �:.`,. :`��,• OVER THE .:.,�•- " FRECAST COIJCRC�E :��CRcENED ROCfC AS N EDED •� �'..� • SECT�ONS TO MEEF � ',: � WlTH FlLTER ' � . • ° ASTM C 44 - ��+• FABRfC . L. . , n . ' • ` A• • yj••.ti• , •/ . . . • ,�' , . '� . . 3/4" CRUSHED, y SCREENED ROCK 4.5' ACTlI�E PERC AREA 7° MIN. �H/GN SIRENGTN WO I�EN FIL TER FABR/C .. . i ---�' 2 FEET MlNlh1UM BELOW 7NE LOWfST FOdTING ELEVATION I � T YPICAL �R� WELL DETAIL N.T.S. I 7'YPIeAL DRY �ELL DETAIL ; CIVIL/GEOTECHNICAL PR0,1•'CT NQ: � LOT 7, BLOCK B, FILING ?' 07174 �I�P Engin eering, In c. I10�' YAIL VALLEY DRNE I TUIiN UF 4'AIL �a�ao.: i P.O. 8ox 2837 Edwarda, CO 81632 � � tel (970) 926-9088 fax (970) 926-9089 EAGLE COUNTY, COLORADO { . I � . � i ' i . � LKP ENGINEF�.INC, INC. , '�j P.O. Box <�;"" r Ed�vards, CO alai32-1�3i (970) 92G-9i)?�� � Fax(970) 9�f-'�CS�� � �� PERCOLATION TEST RESULT5 � Client: Carl Bruggeman Locatic,n: Lot 7, Block 6, Filuig 7, Vail Village , � Nedbo Construction 1107 Vail Village Drive, P.U. Sox 3419 Town of Vail, Eagle County Vail,CO 81658 8l b>S Colorado Project No. :07174 '� i P-1 P-2 P-3 i S 7 IME;'�EI'TII 40-8/16 a � 9:20 8-]4i 16" 1 ...__ i � 9:30 16-10/]6" 7-12/lb" ' 9:40 20-5/16" 3-14/16" �� � �y� { , 9 { 9:50 23-]1/16" 3-3/Ib" i� 10:00 26-]4/16" 3-3/16" � ]0:10 29-10/16" 2-12/16" ]0:20 31-1/16" I-7/16" 10:30 32-8/]6" 1-7/16" 10:40 33-8/16" 1" ' 10:50 34-6/16" 14/I6" � I ' I � � � I'I � � � , II � PFRC RATE 11 MIN/INCH ?�i1N,'IhCH � I�4IN/INCH '� AVG PERC 11 '�'IINUTF.S I'ER INCH � Avcrage Percolation Hole Diameter: 14° Suil Yrofile: 0 to 8 feet: Coarse sand, ilnles Dug and Presoaked: 8%5/2008 uiterbedded wit,i layers af sandy Test Rur.: 8IG/200$ �ravei witlt cobbles and occasi�na; Bv: Kiril Petravski bouldcrs. '�I No Ground Water I �HY-�5-2007 1�:46 From: To:�459979 Paye:2�2 s i� %/ s /C�IZ.�✓��1� �erta�nT'eed � � � �7 Builders Statement � � o � ��, _ L OPT�MiAT"` AUG 2 2 2008 Fibcr Glass Insulation used in the Blow-In-Rlanket`� Syst TOWN OF VAIL � T6� C�PTIMA Sysfem hac heen installcd ugins UPTIMA Inculation tn pmvidc a R-value nf N 3 usin��ha�s nf insulatipn to cnver��✓�.c�uare feet nf arpa af a thicknec.s nf�inchnc. Or� �X i�Rto� W A4�,.s , Ir�sialler Cornraaor(si�±n) Q. L u e G i�0 Company Name �(�( 5 V LV q 1 L LL.C /Daie/ g^u•�a fiuild�r l.ihnl � (:uin�i�iny Narni: /Dale/ THERMAL PERFORMANC:[ OPTIMATM I.00sc Fill Insul�tion is m��nufic�turcd for c;losc:d c�vity 7pplic;,7tivn install�d bt;hincl UI'TIMA F�bri�c:�r cquivalcnt. It should not bc uscd for opcn blow applications. In accordancc.with thc ch�rts bclo�v, yvu must install thc minimum numbcr �f b�gs per 1,UU0 sq. ft. o(nct arca (or cach R-valuc/c��vity thicl<ncss listcd. Cuvcra�;c is h�st:d on � nomin�l 2$ Ik�. ba�;. Thr m�iximum nr..r cc�vr�r��;��mu.�t n�.�t c,xr.rrc�th:tt S�.>r.c�i(ir.r� (tir r.�icfi R-v:ilur.. Failurc to install thr_.rc�quircd minimum w��ij;ht pNr sq.ft.of insul<�tir.�n will rE`�ult in�� rrr.�uc�r��R-v;�lur..This�>rc�rltu.t should not bc mixcd with othcr blown insul��tions ar ihc thcrm��l claims will bccr�mc inv�lid. Sidewalls, Cathedral Ceilinbs and uther clused cavilies lhat are cumpressiun filleJ. ThitknC55 I)cncily Minimum Wri�hl H:i•a P�v AA:ui�nwn tii�.FI. Mches R-value Lbs.Per Cu.F� Lbs.Per Sq.ft. 1,OU�Sq.Ft. Covcra�e Pcr Ba�• 3'li"(2x4t 1� 1 p p 5'S 1i19 i'1 5'/�"(2sG1 '1'J 1.li p.8Z5 :��.a c� 7'G�"(7xH� 'i11 1.R 1.11P?� "A.5 ?h 44�'l!nlll) ?4 I.H I..',(111 SO.D 20 1 7 4�"('1 x 11) �/ l.lf I.IiflFi iQ.(1 I i 1 1'/,"f3x14) 76 1.$ 1.yHri 71.a la Floored Attics-Closed Cavities that are not com ression filled. Thickness Denairy Minimum Wci{�hl Daga Pcr Maximum Sq.fl. Inrhns N•valur. Lli:�.1'er(:u.Yl. Lbw.1'er Sy.tL 1�UOU Sy,hL C'AVerdge Ye!KdF• ������I,K�1 12 I.0 Il.lb'! 1A.4 4b JY,°!>x4) Il 1.2 0.)i0 I'1.i Hf1 '{�!�"('!x1) 1�1 1.4 U.411t4 14..ti � h�l 3'b"(2x4) 14 1.6 0.4G7 IG.7 GO 5'/�"(2xr,) i�i i n p.�5n tna r,t �'/•"(?xGl 11 1.! (1.5`U 19.h 51 _�.---,._... __...._.._.... , . 5'/,"(Jxh1 )2 Lrt (1.hA? 2?.7 44 i'/,"('xGi 32 LG 0.7]] 1G.,1 •)� 7'G"(?rcH1 !h 1.0 II.hU4 Z1J �Ib 7'/�°(2xD) 27 I.2 Q 7L ?_7 lv �v,~('!xn �4 t.� i�.nnn �u.t it 7'/,"('-xP,) 30 1.6 0.967 34.5 �p JY�"(:.�x1U) 77 1.0 U.777 17.tt th y'i,'(_x1n1 ]S 1.2 U.�25 33.3 30 44�°�tXt Ui 3i, 1.4 L079 at�.; �G 4�J+"(Jx111) ;71 I.ti I.?33 4�.5 ?J K-v,lur.�;�re rlr�ernilned In accordance with�STM C 697.Complies with��TM C 7G4 asTy�,�;1 in5ld�itiiin "K"mr;mc m•;i•,I:uu r�u ht:��Ilt�w Ihi•liiy,hrr Ilm K v,dur, rhe{�rt:att�nheinsulalin}�puwer.'lur��t�licni�ikoJK-v.due,ilisr»ciiU,dll�dlll���n�.�,l,��u:�n�5���<ldll'r.rl��nn�)eilyfnllrnvinglherer.r�mmendalionsofCenain7eedi=orpomtion. • APPROVED FOR USE INTHE BLOW-lN-6LANKET`''SYSTEM Itlnw Ir� lil,�nkrl"tiytluii�is.I�r.�i;lr�ed Irademark of,�rk-Seal In;ern�tional, Inc,Dcnvcr f'O pn;�l . OI`'I'IMA"is,i v�demark oi CertalnTeed Corporarion CERTAINTEED CORPORATION, P,O, BOX 060,�ALLEY f'ORGE, PA I94¢2 r�,�i� �naa-�ix 1938 Cenelneed CorpOr211on 5/99 �� Page 2 of 4 � October Z9 2007 Rooiing Specif5cation�or Giordano Res. I. P��AC�: . 1 Allspecificat�ons and pric�ing is based on blueprints dated, OS/Z7/07 2�The followiag items are excluded from this proposal. A] plath Construction Inc will req,uire the use of forklift to unload and roof load the slate select tile,the forklifi is exc�udec��om th�s proposal and to be supplied by Nedbo Construction,Inc. at no charge to PCI. ' B] Chimney caps are excluded from this proposal_ C]Manufact�tlnng the snow fence brackets and,pipes is excluded from this proposal and to be supply by others. Please see option�2 for pricmg on labor to install the snow guaxds_ YY, D�t'Y-1N/SUPEATNSULATED AOO�tNC: Locations: , All pitched roof locations as indicated on the roof plan dated,08/27/07. S ecifications as fotlows: 1�Instsll"Grace" Ice and�VVater Shield over entire pitched roof area,�.accordin to manuf�cture�rs specificat�ons Extend membrane a minimum of 6" at roof-to-wall)unctures. �se mastic tas needed. 2�Ynsta114"AtlasTp��i�'D n.Q�t�;n,�►��rer.the.entis��atchedmnf area. Install a layer of%2 CDX o�reLthe �gid insulation. • Iie wiT1 be f2stened with decZc screws at a rate of 24 screw�er 4'x8'�s/h�ee� �23,s�a.00 R � r `� prSce for Section lI: �_ 2 t.� Exclusions and Quali�icatloas: 1]Added costs for working under adverse winter conditions is excluded from the base bid. Please see o tion#1 for pricrng on th�s item. ZJ�All perimeter blockmg that may be aeeded(Eaves,ralces,chimneys, etc.)Is excluded and to be done by others. YY1. DRY-TN/SLATE SEY,ECT/1 G OUNCE COPPER Ff.A5T•iING: Locations: All pitched roof locahons as notes on the blueprints dated.08/27/07. S ecifications as foflows� 1�Install"Grace" Ice and Water Shield over enrire pitched toof area, according to manufacturers' specifications. Extend membrane a rrummum of 24" at all roof to-wall junctures. C1se mastic as needed. 2� lnstall slate select, 18"x9",10" 11",12" and l 4". The slate select will be installed, according to manufacturer's specifications. t�se starter and hip-and-ridge shingles as n�eded The slate select will be installed in a standard,pattern and 7.5" reveal to the weather.Color will be Antique greeil as indicated on the blueprints. 3o�eradri edue at allpeave and rake edges�.ed including, step, valley, endwall and crickets. Install l6 ounce � PP p � 4] Tnstall 16 ounee copper eounter-flashing at all chimney curb locations_ 5}lnstatl 24 gauge pre-finished t7ashing at aU hip&ridge locations. Nrice for Section [II: �66,077.00 E�ciusions aud Qualifications: . 1] Added cosu for�vorking under adverse winter conditions is excluded from the base bid_ 1'lease see o tion#1 for priqing on this item. 2 J�Miscellaneous flashing not associated with the roof system is excluded from this price. 3 Any pre-patina treatrnent to ail copper roofing and flaslung is excluded from this pnce. 4 GutCer and down-sp out is excludedfrom this price. 5��Roll vent is excluded&om this proposal not needed or require with stitperinsulated roof system.. . r � G1Qr� 8e?- 62a� Bill, attached is the revised staging plane for the next two weeks at 1109 Vail Valley Drive, we tried but could not get the pods down to the lower part of the driveway. Please call me with any question at 970-977-0326 Thanks Mark Stevenson �n i-� '�� ��_ �� �, _ � `�� ��U � Nedbo Construction �'' FE� 2� 2009 "� � TOWN (�F`����. \NI<l,'i�v�. .-. --' - H \\ \ \ \\ � I� �� � ,_ � __ , �� �-�tii _� � �_ � �� � -�. _� _� � E � � � . .'..,:. �. � _.. �/ I _ 3 r— � � ' I � ' �-- � — - - - — _ ' _�- I- O - - II � L-`� - - - - --.� � M Gp. BUFF STONE � � rq pEDESTAL / - - I ' A5 FIREPIT �� I , � WL �BY OWNER) ��y� _ � #I � � } � � ( I � I � � / / � �' 1 � I � — — / I � r �' ' ,... - IRON HAND� _ � � RAIL� _ ' � H ` _ � L-3 I '' GO BUFF STONE� I` .^� � ' I r GO PEDESTAL L-3 � BUFF STONE�I I � I ' PEDESTAL L''-� i � ''' I � 1 ' I I � ' � "I , ' ' o_ J I ' . =` �- — � � i G HEATEv lP.�� I 1� � I L-3 i�1GTGR �•UU i � � � � I � �' II I L ELEGTRK. BBQ I �' T � I�� I � / Y�—� ;� METER BOX -L�� J G ' �I �� � � 1 I ;i I: I ' �\ I OVERHEAD STRUGTURE \\� �� � 1 (5EE ARGHITEGT DWGS) � � � II r ` I D GO. BUFF FLAGSTONE TERRAGE \ , � �� �-3 MORTAR SET ON GONGRETE SLA6 �. 1 WITH SNOWMELT. � O �I � � � \ �. � L 3 STONC VENEER WALL L_4 gOULDER RETAININ6 WALL �\\ \ f � I A ��� � - f � I STONE VENEER GOLUMNS L_3 GO. BUFF FLAGSTONE _ � 5ET ON GRADE W/ +/-3" JOINTS ������ � A W/ TOP501L/GOMPOST MIX. ��F\ � O � STONE VENEER WALL � ���\ I � L-3 -- I A STONE VENEER � \�\ I � �\ L-3 GOLUMNS �TYPJ �\\ \� I _ / 1` \ \ \ ` r_ � I'_❑ ` \�� O � , ���,. i -�r i �� ��`,\�\ � - �n H,�.- . � l.L._ `� ` � �_ __ J �.. _.- ' _ L _ll — FOUNTAIN O -TT-� - \\� 1 I ' (DETAILS T.B.D. ��� -� I I i u" - �6 1�\�\ �' � PER SELEGTION i �ti �= _ �. B'Y OWNER) :, ��� -Cl \,�\ 1 J � � \ � ,,\`\\V ' � - - - �;��,- ' a - - � ,��, � _ _ - � P / \ ' � �� (yC � Gn 'u�'✓!nt � �> ..�4 � . �„��• --O � �l �. G� .'� P STONE VENEER �� �',� �t✓{4"� ^� e,,•'� � - GOLUMNS �T'�P) ` ��r A HEA D PAVE4 G� „_�+°'` / �:--��7 . `iq � STON � MOT R: :OUR-f L- ;..= - . _3 �„ _ / `� : _ ..r- � �, � � / .. - - � _�..__-�_ .� - � �� _ , . � � 19F- AY SNOWMELT � � � �� � i: � ��/ ,_� '� ���`� � - ��� �,�. iRY GO N (TYPJ A' _J �, —`- T ii,�rh,; ' DRE55 �"---�-`` �� �� n� HYDRANT TO FEMf � � �Q7• bL�� ENTRY GOLUMN (T� =_ WMELT AREA IN _, , n G2 I�/E 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 Permit #: A08-0037 � 1��i � - c1 �, `�z; Job Address: 1107 VAIL VALLEY DR VAIL Status . . . : ISSUED Location.....: 1107/1109 VAIL VALLEY DR Applied . . : OS/06/2008 Parcel No...: 210109205009 Issued . . . OS/21/2008 Project No : ; ���;. �- �� �,— �� Expires . .: 11/17/2008 OWNER GIORDANO, DONNA M. 05/06/2008 WOODSIDE PO BOX 53 LOTHIAN MD 20711 ENGINEER SHANER LIFE SAFETY 05/06/2008 Phone: 970-409-9082 DEBORAH L. SHANER P.E. PO BOX 1073 � FRISCO CO 80443 License: C000001971 APPLICANT THUL ELECTRONIC SYSTEMS 05/06/2008 Phone: 970-949-4638 P O BOX 534 � AVON CO 81620 License: 112-5 CONTRACTOR THUL ELECTRONIC SYSTEMS 05/06/2008 Phone: 970-949-4638 P O BOX 534 AVON CO 81620 License: 112-5 Desciption: NEW SFR WITH AN EH[I-NEW FA SYSTEM Valuation: $1,500.00 s��*+*+r:*******v****rt*t*v*t***+�a�*r*t*t*******t*�**t**r*r********* FEE SUMMARY ******r***************+*********s******�a***►�+******�r*s**• Electrical---------> $o.0 0 Total Calculated Fees--> $2 8 8.2 5 DRB Fee---------> $o.0 0 Additional Fees----------> $o.o 0 i Investigation----> $o.o o Total Permit Fee--------> $2 8 8.2 5 W ill Call---------> $o.o o Payments------------------> $2 8 8.2 5 TOTAL FEES--> $2 s 8.2 5 BALANCE DUE--------> $0.o 0 *�+�*+**roes�**�se**�*��*�+a*a�.��*�**e�*++*�****a+�*.►*****ss+*s**r*.*s***.**s*+►*�.��**ss*�**��*+s***:***s*�+****�*+�s*+�*+�*s�s*******�:*�*�**+ Approvals: Item: 05600 FIRE DEPARTMENT 05/19/2008 DRhoades Action: AP Approved as noted: 1 . Heat detector(s) required in all accessible storage areas and in all accessiblE crawlspaces . 2 . One set of stamped, approved plans must remain on-site. 3 . Per GE Technical Support, NX-507E Board, with relay to horn / strobe, should ba 4 . Add heat detector to Wrapping / Crafts Room (003 , lower level) . 5 . Add heat detector to Storage Room (005, lower level) 6 . Add heat detector to Christmas Storage Room (024, lower level) . 7 . Change Smoke Detector to Heat Detector in Mechanical Room (001, lower level) . 8 . Add Smoke Detector to top of elevator shaft. 9 . Knox Box, Fire Department Connection and Horn / Strobe locations shall be apprc Fire Dept. prior to installation. *.**....�..�..��*�..�.*......**�...*....*...*.....�**:..*..���*.«***.�**....***:.*«..�*.**.:*.**.�*�*****.*.�..«**..�..�...��*.*��....**..*...*.: CONDITIONS OF APPROVAL ��.*...�*...�.*.��...*.....*�.�......,*.*�*.*.�*.*�►*.*...�*.**�..*..***...,.....*..*..,......**�****..,.�....�**..*.*.*.*��.*.*.�...**�..*...*�� DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with�the information and plot plan,to comply with all Town ordinances and state laws, and to build this structure according to th�wns zoning and subdivision codes, design review approved, International Building and Residential Codes and other or ' ces of t e Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE SEVENTY-TWO HOURS /VAN��Y TE EPHONE AT 970-479-2252 FROM 8:00 AM-5 PM. /i � � � SIG A OF O R OR CONTRACTOR FOR HIMSELF AND OWNER ***********�*�********************************************************+********+*�********** TOWN OF VAIL, COLORADO Statement *********************+*+***********�**********************************+********************* Statement Number: R080000764 Amount: $288.25 05/21/200810:11 AM Payment Method: Check Init: DDG Notation: Thul 41585 ----------------------------------------------------------------------------- Permit No: A08-0037 Type: ALARM PERMIT Parcel No: 2101-092-0500-9 Site Address: 1107 VAIL VALLEY DR VAIL Location: 1107/1109 VAIL VALLEY DR Total Fees: $288 .25 This Payment: $288.25 Total ALL Pmts: $288 .25 Balance: $0.00 ******************************************************************************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 FIRE ALARM PERMIT FEES 56.25 PF 00100003112300 PLAN CHECK FEES 232. 00 ----------------------------------------------------------------------------- �� APPLICATION W1LL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNED Project#: � Building Permit#• — � � Alarm Permit#: '"�O � 970-479-2135(Inspections) TnA�NOFfIAIL TOWN OF VAIL FIRE ALARM PERMIT APPLICATION Commercial 8 Residential Fire Alarm shop drawings are required at time of 75 S. Frontage Rd. application submittal and must include information listed on the Vail, Colorado 81657 2"° page of this form.Application will not be accepted without this information. �� ,� �,t1 CONTRACTOR INFORMATION F,,ire Alar Contractor: Town of Vail Reg. No.: Contact and Phone#'s: '��1�'i�� I ���i-�L__ EL�Li�'-c:��,�s I I J- S IM�KE �Inc,,�. �j � e - 34'c - 4����, E-Mail Address: t�,'��Kt��-�' t�t. �(.t �z�iv�c=�, C-4�'i Contractor Signature: ��.�- COMPLETE VALUATIONS FOR ALARM PERMtT (Labor 8� Materials) Fire Alarm: $ ��Q�.,�,� Contact Ea le Coun Assessors O�ce at 970-328-8640 or visit www.ea le-count .com for Parcel# Parcel # ;�lc r�'�1 .���,;G,�,� Job Name: Job Address: ��� < <- I 1 L� ._l �,�i L � ��'1��.L� �f� . I I � �7 ����i L- ���1 G C_e. I.�i�. f�ic'r r'.� Legal Description Lot: Block: �- Filing: � Subdivision: v�,i� �/i ( ���� L �W N V�a�����c��A tv�� Addp�ss: ��\�� '� L,Lc �R .�Dr� Phone: �ngineer: dre s: • $c�F-y3 Pho e: tF�[� �trl 5��t. `Lt'� �. �c% Iul3 FiliS�� C�> � �Q > � t�y _ �:��, `�Z Detailed Location of work: (i.e.,floor, unit#, bldg.#) �W ���14.-i�f N � Detailed description of work: �+l-2.,u; � � S S i�...-Vt�( Work Class: New( ) Addition ( ) Remodel ( ) Repair( ) Retro-fit( ) Other( ) Type of Bldg.: Single-family(�() Two-family( ) Multi-family( ) Commercial( ) Restaurant( ) Other( ) No.of Existing Dwelling Units in this building: � No.of Accommodation units in this building: Does a Fire Alarm Exist: Yes( ) No( Does a Fire Sprinkler System Exist: Yes( No( ) �r*�*+*�r**�******�r**�*******x****�******FOR OFFICE USE ONLY*****a*****�*************s��r********** .��._..�_,___..____, _.__., Other Fees: Date Received: �-' !� � - Public Way Pe_- !_ Occupancy Gro . -° ; ;i` prov a� ..�� i � ,� ; � ;�� I� i.,'r� Appro� as Noted (� ��r ;� ; i � .-, � \\Vailldata\cdev\FORMS�PERMITSVILRMPERM.DO �- ,, `,.-Oi/14/20Q2 � Tiq�: �I 1yt�S ro�2 ---�- D�e' �^� - . � T�WN 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 ELECTRICAL PERMIT Permit #: E07-0269 i36.� - 6� k�_ Job Address: 1107 VAIL VALLEY DR VAIL Status . . . : IS Location.....: 1107/1109 VAIL VALLEY DR Applied . . : 0 0/ Parcel No...: 210109205009 Issued . . 4/2007 Legal Description: �-�_T(j � _ U �� � E ' s . 4 �1/2008 Project No : OWNER GIORDANO, DONNA M. 10/10/2007 ' WOODSIDE PO BOX 53 LOTHIAN MD 20711 APPLICANT ELK RIDGE ELECTRIC INC 10 /2007 P ne: (970) 471-0101 PO BOX 2162 � EAGLE COLORADO 81631 A� License: 369-E CONTRACTOR ELK RIDGE ELECTRIC INC 0/2 07 Phone : (970) 471-0101 PO BOX 2162 EAGLE ` COLORADO 81631 License: 369-E Desciption: ELECTRICAL FOR A NE F AN EHU Valuation: $0.00 are feet: 6558 *s*+**s**«+*�«+****s*s***�r�a*��#**�*�**�+*�s+***�***�**r**r�**r:r*� FEE S UMMARY *******�******��****►�**s***�*�**�*aa**►******s*+:*r*****�** Electrical---------> $2 9�.65 Total Calculated Fees--> $3 01.85 Investigation----> $0.0 0 Additional Fees----------> $o.o 0 � Will Call---------> $4.oo Total Permit Fee--------> $3 0l.85 TOTAL FEES--> $3 O 1.8 5 Payments------------------> $3 01.8 5 BALANCE DUE--------> $o.o 0 s�*�*r*�**v*r*v�s**�►*:***+��***s***t.**e■+s+�***�**r*�**«*r*****r**�:***+++***►**�++x►s■***�►***�+*r*�►*�**s.*�a*�*•*�«+���+*+r*�**�**►.*�r«*�*+ Approvals: Item: 06000 ELECTRICAL DEPARTMENT 10/10/2007 shahn Action: AP Item: 05600 FIRE DEPARTMENT **�**�**��*...«.*+*.**�*:*�*.:�.**«�.:..,«..:..**��.�.*.*�*�.+,��.***,�*��*�+�+**.�•***+«�.,,�**.«:�«**,****+,*�*:#+***+***«.�.*►�..:..**...���.. CONDITIONS OF APPROVAL Cond: 12 (BLDG. ) : FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. �*..�*�*+�.«��.*...,*:�*►.*..�.�,..«�...*�.**«,�,:�****..*�..*****.*�**.**..*.*:**�********�:*.*�***+**�**�**»*.**�*»,«*.****,*.**+*�****:**�:�*.* DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan,to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. . /� ' �� Zy � � � ********+**************************�***********+*********************�********************** TOWN OF VAIL, COLORADOCopy Reprinted on 10-25-2007 at 08:54:20 10/25/2007 Statement ******************************************************************************************** Statement Number: R070002321 Amount: $301.85 10/24/200701: 06 PM Payment Method: Check Init: JS Notation: 1436/ELK RIDGE ELECTRIC ----------------------------------------------------------------------------- Permit No: E07-0269 Type: ELECTRICAL PERMIT Parcel No: 2101-092-0500-9 Site Address: 1107 VAIL VALLEY DR VAIL Location: 1107/1109 VAIL VALLEY DR Total Fees: $301.85 This Payment: $301.85 Total ALL Pmts: $301.85 Balance: $0. 00 ********************************************�**************************�******************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ EP 00100003111100 ELECTRICAL PERMIT FEES 297.85 WC 00100003112800 WILL CALL INSPECTION FEE 4 .00 ----------------------------------------------------------------------------- ' il il � APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNED���7 Ol�3 Project #: Building Permit #: L3v —0 i' Electrical Permit #: ►T��tt�;�r Y ` � Z 970-479-2149 (Inspections) 1 Ul t'� 75 S.Frontage Rd. Vail,Colorado 81657 WN OF VAIL ELECTRICAL PERMIT APPLICATION � CONTRACTOR INFORMATION Electrica) Cont�r,ctor: Town of Vail Reg. No.: Contact Person and Phone #'s: ��-� Jr;�,�c. �lr fr ce- ,j6G � j���C' � �'`� E-Mail Address Fax#: Z � � � ' Contractor Signature: ,' COMPLETE SQ.� AGE FOR AREA OF WORK AND VALUATION OF WORK (Labor& Materials) AMOUNT OF SQ FT IN STRUCTURE: (�j� ELECTRICAL VALUATION: $ {�� L'C�(� Contact Ea /e Coun Assessors O�ce at 970-328-8640 or visit www.ea le-coun ,com for Parce/# Parcel # � ) `�>(>�' Job Name: �il'`�C.�� ��� '�- �,�` � Job Address: //(�� �,� ���/��y �r, Legal Description Lot: Block: Filing: Subdivision: Owners Name: ��,,�,�, �;,c,�uH� Address: �/�.,�si c�; c> ,�'L�L�� � Phone: �J�r�� Engineer: Address: Phone: �,S-��Cf Detailed description o�work: �> �- f ty;� /• f� / �i��,�', ���,.•.� r�.� r.�� .�, ��� � s�,�� � ,-�., y �G'✓ V, c. T l�..:/� r ��� C��.. r �r�..,, :� s�'I v.L � Work Class: New( Addition ( ) Remodel ( ) Repair ( ) Temp Power ( ) Other( ) � Work Type: Interior( ) Exterior( ) Both � Does an EHU exist at this location: Yes ( ) No ( ) Type of Bldg.: Single-family Duplex( ) Multi-family( ) Commercial ( ) Restaurant( ) Other( ) No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building: Is this ermit for a hot tub: Yes No Does a Fire Alarm Exist: Yes ( ) o ( ) Does a Fire Sprinkler System Exist: Yes ( ) No ( ) *�r�*��r��****��*�**�*���*�����r��**��r��r��FOR OFFICE USE ONLY�r��r��r��r�*�:��r*����r�i�k�,�+�*�t����r����r�** � i I�,° >Other Fees: Date Received: � � ' Z��� '; II DRB Feesc ' Acce ted B : ` : ' '�'� Planner Si n-aff: " � � "��-�,'s s__ � r __ _:. _ . _,_ ... ..._._ . F:\cdev\FORMS\PERMITS\Building\electical�ermit 11-23-2005.DOC Page 1 of 2 11/23/2005 PI328L PAGE: 1 • F P O E N T R Y / R E C E I V I N G R E P O R T --- - ------------------------- - - - -- ---------- - --- ------ - ---- -- ----------- -------- FPO NUMBER : F32462 DATE RECEIVED: 7/03/08 REMARKS : ELK RIDGE ELECTRIC, INC. RECEIVED BY: LC ENTERED: 7/03/08 8 : 40 BY: LCAMPBELL VENDOR: 0000001 - ELK RIDGE ELECTRIC INC. INVOICE NUMBER: E07-0269 INVOICE DATE: 7/03/08 INVOICE POSTED: 7/03/08 8 : 40 BY: LCAMPBELL PAYMENT DUE: 7/03/08 AMOUNT: $ 301 . 85 ACCOUNT# PROJ# AMOUNT ITEM DESCRIPTION -------------- ------ -------------- -------- -------- 00100003111100 $ 297 . 85 ELECTRICAL PERMIT FEES - WITHDRAWN 00100003112800 $ 4 . 00 WILL CALL FEE TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-213 8 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ELECTRICAL PERMIT Permit #: E07-0347 ?�C��7 -o.��j Job Address: 1107 VAIL VALLEY DR VAIL Status . . . : ISSUED Location.....: 1107/1109 VAIL VALLEY DR Applied . . : 12/18/2007 Parcel No...: 210109205009 Issued . . . 12/21/2007 Legal Description: �{ `�-�U � - c� t�3 Expires . .: 06/18/2008 Project No : OWNER GIORDANO, DONNA M. 12/18/2007 WOODSIDE PO BOX 53 LOTHIAN MD 20711 APPLICANT NEW ELECTRIC INC, 12/18/2007 Phone: 970-949-4651 P O BOX 957 � AVON CO 81620 License: 110-E CONTRACTOR NEW ELECTRIC INC, 12/18/2007 Phone: 970-949-4651 P O BOX 957 AVON CO 81620 License: 110-E Desciption: TEMPORARY POWER FOR A NEW SFR WITH AN EHU Valuation: $0.00 Square feet: 100 ****++tr+r**+*********�****►+r*#+*+**««r****sr*r**r****a******a**** FEE SUMMARY r*+***r*+*a�***+*+*M+�*:*�r*r+***+��*�*�**s�*****r**�**��**+ Electrical---------> $51.75 Total Calculated Fees--> $55.�5 lnvestigation----> $0.o o Additional Fees----------> ($3.o o) � Will Call---------> $4.0o Total Permit Fee--------> $52.�5 TOTAL FEES--> $5 5.�5 Payments------------------> $5 2.�5 BALANCE DUE--------> $o.o 0 r��*�***�*�*++*.r*r�*+��r*��ar�*�+*���+*�*+*+*.:s**�*r+r����*�+***rr+.*rrr*�r***ar***r*�+r***rr******+**►**+::srs**r�rr►*���*�*��*�***r*rr�***r** Approvals: Item: 06000 ELECTRICAL DEPARTMENT 12/18/2007 shahn Action: AP Item: 05600 FIRE DEPARTMENT *�.**.#.+***.**.*�...�...*.+*�*�..�*+:�***»*»****+.**«*�+****+****�**�.*.**:���,:**�*.****�.*�*.**�.*+**+*���+�«**�»*�*�*�****���++.,�:.++*+..*�,� CONDITIONS OF APPROVAL Cond: 12 (BLDG. ) : FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. *****+.*�.#:**+����,�+*��*��**+**.*,*�*�#:+»*+**�*��+��**+.*�*�*��***�*��**+.�*+*+*.�**��****,.+�***�**��,.*�+�*�*•***:r���*�.�**���*�*.**�+***++� DECLARATIONS 1 hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. � REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS I1��IDVANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM-4 PM. �' z%���s--� �G�IATUR F OWNER OR CONTRACTOR FOR HIMSELF AND OWNER Dec 18 07 02: 55p New Electric Inc 9709495354 p. l 'k,C� � ���• APPLICATlON WILL NOT BE ACCEPTED IF INCOMPLETE OR UNS D �� ��S� Project#: Building Permit #: � (1��.��� ��� � � � � � Electrical Permit #: � 970-479-2149 (Inspections) ���Fy� TOWN OF VAIL EI.EC�RICAL PERMIT APPLICATION 75 S. Frontage Rd. . Vail, Colorado 81657 � � � . � � � y � � - ,- �� C�MTRACTOR TNFORMATION Efectrical Contractor: Town of Vail Reg. No.: � Contact and Phone #'s: .k �' � �� �, 7�:1 � � ; � c C 'C� C - �/' �� Contractor Signature: � � ,, � ,C�C�'.� COMP.LETE SQ. FEET FOR NEW BUILDS and YALUATIONS FOR ALL OTHERS (Labor & Materials) AMOUNT OF SQ FT TN SrRUCTURE: C�U ELECTRICAL VALUATION: $ ����C, � Conf�ct Ea !e Coun Assessors O�ce af 970-328-8640 or visit www.ea le-countv,com fo�Parcel# Parcel # (Required if no bldg. permit # is provided above) ' ' Job Name: �l D�DA�U ;�-LL( �n��l CQ )ob Address: �I ,�- ��C:c.�� �1��'-�/ �2-G�'�Z" � � . ✓ � Legal Description Lot: �''�° Block: �o Filing� Subdivision: Owners Name: Address: Phone: Engineer: � Address: Phone: Detailed description of work: ,�� ��Z��`? Work Class: New (� Addition ( ) Remodel ( ) Repair ( ) Temp Power( Other( ) Work Type: Interior ( ) Exterior ( ) Both (• ) Does an EHU exist at this location: Yes ( ) No (. ) Type of Bldg.: Single-family( ) Duplex ( ) Multi-family( ) Commercial ( ) Restaurant( ) Other( ) No. of Existing Dwelling Units in this building: No. of Accommodation lJnits in this building: Is this ermit for a hot tub: Yes No Does a Fire Alarm Exist: Yes ( ) No ( ) Does a Fre Sprinkler System Exist: Yes ( ) No ( ) ���x+,�,��**�**x�*�*�***,��,�x*�+�x*,�**�**�FOR OFFICE U5E ONLY,������:**��xx�**x�x,��,�*x*x���+;�t�*�,*,�*� . Other Fees: Date.Receiv.ed: " DRB.Fees: Acce ted B : Planner Si` n-off: �� � F:/everyone/forms/elecperm **********************�**********+**********************«**************************�******** TOWN OF VAIL, COLORADO Statement ********************************************�****************************+*********�******** Statement Number: R070002758 Amount: $48 .75 12/21/200709:50 AM Payment Method: Check Init: LC Notation: #45963/new electric ----------------------------------------------------------------------------- Permit No: E07-0347 Type: ELECTRICAL PERMIT Parcel No: 2101-092-0500-9 Site Address: 1107 VAIL VALLEY DR VAIL Location: 1107/1109 VAIL VALLEY DR Total Fees: $52 .75 This Payment: $48 .75 Total ALL Pmts: $48 .75 Balance: $4. 00 *************************�********�******************�**********************************+*** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ EP 00100003111100 ELECTRICAL PERMIT FEES 48.75 ----------------------------------------------------------------------------- ****+*******�****************************************�********�***************************** TOWN OF VAIL, COLORADO Statement *************+*+++**********************************************************+*************** Statement Number: R070002759 Amount: $4 . 00 12/21/200709:51 AM Payment Method: Cash Init: LC Notation: cash from Jay at New Electric ----------------------------------------------------------------------------- Permit No: E07-0347 Type: ELECTRICAL PERMIT Parcel No: 2101-092-0500-9 Site Address: 1107 VAIL VALLEY DR VAIL Location: 1107/1109 VAIL VALLEY DR Total Fees: $52 .75 This Payment: $4 . 00 Total ALL Pmts: $52 .75 Balance: $0. 00 ******************************************************************************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ EP 00100003111100 ELECTRICAL PERMIT FEES 3 . 00 WC 00100003112800 WILL CALL INSPECTION FEE 1. 00 ----------------------------------------------------------------------------- NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES : TOWNOFVAII. ' Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657 p. 970.479.2139 f. 970.479.2452 inspections 970.479.2149 ELECTRICAL PERMIT Permit #: E08-0087 � �� -OZ� ASFR Project #: PRJ07-0153 Job Address: 1107 VAIL VALLEY DR VAIL Status . . . : ISSUED Location.....: 1107/1109 VAIL VALLEY DR Applied . . : 05/16/2008 Parcel No...: 210109205009 Issued . . : 05/21/2008 Expires . .: 11/17/2008 OWNER GIORDANO, DONNA M. 05/16/2008 WOODSIDE PO BOX 53 LOTHIAN MD 20711 APPLICANT NEW ELECTRIC INC, 05/16/2008 Phone: 970-949-4651 P O BOX 957 AVON CO 81620 License: 110-E CONTRACTOR NEW ELECTRIC INC, 05/16/2008 Phone: 970-949-4651 P O BOX 957 AVON CO 81620 License: 110-E Desciption: ELECTRICAL PERMIT Valuation: $0.00 Square feet: 9500 .�.,�,,.,«�.,,,,����.�,..�.,.,.�,.�.,...,.,�,,,,.,.,..,.,.,,**.*„*.*...***..**** FEE SUMMARY �...�«��„�����„�.�,..,.,,���,..,�.�**...**.***.,..*««.«��,,.�*„«�.�.��..,.,.�.. Electrical Permit Fee---------> $431.25 Total Calculated Fees--> $435.25 Investigation Fee--------------> $0.00 Additional Fees----------> $0.00 � Will Call Fee--------------------> $4.00 Use Tax Fee-------------------> $0.00 TOTAL PERMIT FEE---> $435.25 Total Calculated Fees-------> $435.25 Payments-----------------> $435.25 BALANCE DUE----------> $0.00 ..�.,.,,�.,�.,.,�.�.��.�.�.,,..,..,,,.,,.,,�<.,�.�..�...,«*.*..*....*,,.�«.«��.�.�„�,....,,........�..,,.�.�,..�.�.,.,�.,.,.,,,,.�.��...,.*.....�....,.,,.�..,,,,�,,...,���.,,.,.,,,��..,,.��,.., APPROVALS Item: 06000 ELECTRICAL DEPARTMENT 05/16/2008 RLF Action:AP Item: 05600 FIRE DEPARTMENT .,.�..�,,,,,,.,..,�.,,.,..,..�,,.�.*....**..�.�.**.�.,,�.���,.�.,,...�,�.,...,,»,..x,..,,...x,,.�.�.,,,�.,,,...,,�.,....,.,,...,,,,,,...,..�...,,.*...*.*.,,.*.��**�.,,�,.�..,,....,�.,.,,......,..,, CONDITIONS OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. «.........,.�...,�,�„�,,,,�,,,,�„�,,.,�,,.,�.,�,,.,.,.«��«,,.�..,...«.....*...«�.��..,,«„�.���.«.,.,,.,,.,�,,..,�„�„��.�*��«�,,,,.,�„���,,.,�.,��„«���.���.,..�.�,.......,,.«....��.�.��.,..,,.,�..�.,,. DECLARATIONS I hereby acknowledge that I have read this application,filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan,to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS OR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FRO 8:00 A 4 PM. � , �. ( —�' D �� . Signature of Owner or Contractor D te elec_prm_041908 � ************************************+++******+***************************+******+++********* TOWN OF VAIL, COLORADO Statement ******************************************************************************************** Statement Number: R080000771 Amount: $435.25 05/21/200812 :21 PM Payment Method: Check Init: DDG Notation: New Electric 46977 ----------------------------------------------------------------------------- Permit No: E08-0087 Type: ELECTRICAL PERMIT Parcel No: 2101-092-0500-9 Site Address: 1107 VAIL VALLEY DR VAIL Location: 1107/1109 VAIL VALLEY DR Total Fees: $435.25 This Payment: $435.25 Total ALL Pmts: $435.25 Balance: $0.00 *********************************************************�**+++***************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ EP 00100003111100 ELECTRICAL PERMIT FEES 431.25 WC 00100003112800 WILL CALL INSPECTION FEE 4 .00 ----------------------------------------------------------------------------- r May 1z 08 01 : 17p Ne Electric Inc 9709495354 p. 2 :� - � � � .� ; APPl.ICATI �F INCOMPLETE OR UNSIGNED `� n -- _ _� �� �. Project#: P/?J� ?'0 1�,3 � U 1 Building Permit #: d��- —2 :=� � MAY 1 2 2008 j� Electrical Permit #: � � � ._�;, 970-479-2149 (Inspeckions) � TOA'NOF�'A� � � � ' �� � �D SC 'bb$�- TOV�/N ��1/�����EI���TRTCAL PERMIT APPL��gT�0.1�(_, 75 S. Frontage Rd. � Vail, Colorado 81657 � � . � � � �5 � . � ��� - � CONTRACT�R INFORMATION ���- � ' EI ctrical Contracto�: Town of Vail Reg. No.: Cont�Ft and Phone #'s: � % % �- c.�..�.G ���1'�C � c~ c1 �C� �j �� - ��(��J� , � ContracCor ignat - i , V �_ . COMPLETE SQ. �EET FO NEW BUILDS and VALUATIONS FOR ALL OTHERS (Labor & Materials) i AMOUNT OF SQ FT IN STRU RE: c�(cjC.?C�. ELECTRICAL VALUATION: $ Contact E /e Coun Assessors O�ce at 970-3Z8-B640 or visit www,ea /e-coun ,com for Parce/# Parcel # (Required if no i�ldg. permit# is provided above) � 1 (j � — ��� _�;!,5�'��� .� �' ]ob Name: �� pF� �c,;�� C, ��-�-` Job Address: � ��� L��'��-� L-����''� �-�'�{,.� l.Jgal Description Lot:�-�' 81ock: � Filing: Subdivision: Owners Name: � Address: � Phone: Engineer: � Address: Phone: Detailed descript+on of work: �" / �.�y1ti,1�.�I.�.'�.P J�.�.�.C.'�\2e.G�..1� Work Class: New (�� Addi on ( ) Remode! ( ) Repair( ) Temp Power ( ) Other( ) W�rk Type: Interior ( ) E erior ( ) Both ( � ) Does an EHU exist at this location: Yes ( ) No ( ) 7ype of eldg.: Single-family( upfex( ) Muiti-family ( ) Commercial ( ) Restaurant( ) Other( ) No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building: Is this ermit for a hot tub: Yes No � Do�s a Fire Alarm Exist: Yes ( ) No ( Does a Fire Sprinkler System Exist: Yes ( ) No ( � �:�,� ***x***�*+x�,�X**����*�x****x�,�a,**��FOR OFFICE USE ONLY*tt**,�*,t,�,��x�x*x*x���+:tn*,�**x�*�**�*�*� I . _ Other Fees: Date.Received: ` DRB.Fees: Acce ted B : . ,. Planner Si n-off: i � ' F•/a��arvnnc/fnrmc/alarnarm � TOWN OF VAIL FIRE DEPARTMENT VAIL FIRE DEPARTMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2135 NOTE: THIS PERM[T MUST BE POSTED ON JOBSITE AT ALL TIMES SPRINKLER PERMIT Permit #: F08-0037 �6^1 -�,2� Job Address: 1107 VAIL VALLEY DR VAIL Status . . . : ISSUED Location.....: 1107/1109 VAIL VALLEY DR Applied . . : 06/12/2008 Parcel No...: 210109205009 Issued . . : 07/10/2008 Project No : -;�.- _c ��� Expires . .: '"1-'K°>� ? OWNER GIORDANO, DONNA M. 06/12/2008 WOODSIDE PO BOX 53 LOTHIAN MD 20711 APPLICANT EXTREME FIRE PROTECTION COMP 06/12/2008 Phone: (303) 389-9910 12503 E. EUCLID DRIVE #65 CENTENNIAL � COLORADO 80111 License : 748-5 CONTRACTOR EXTREME FIRE PROTECTION COMP 06/12/2008 Phone : (303) 389-9910 12503 E. EUCLID DRIVE #65 � CENTENNIAL COLORADO 80111 License: 748-5 Desciption: NEW SFR WITH AN EHU: FIRE SPRINKLER SYSTEM Valuation: $29,000.00 r►v**rr**�*�+�*+*�***�r*�***w*v******�***r*a►�****+*��***�*�*�****�s FEL SUMMARY *r**�+�**�*�+**+�+�***�*r*+******�*********�*�**+****��***** Mechanical---> $0.0 0 Restuarant Plan Review--> $o.o o Total Calculated Fees---> $1,5 82.5 0 Plan Check---> $3 5 0.0 0 DRB Fee---------------------> $0.0 0 Additional Fees-----------> $o.o 0 � lnvestigation-> $0.0 0 TOTAL FEES--------------> $1,5 82.5 o Total Permit Fee----------> $1,5 B 2.5 0 W il I Cal I-----> $o.0 0 Payments-------------------> $1,5 8 2.5 0 BALANCE DUE---------> $o.o 0 �#+���►***�r**��*►+*�**r+*+a*+**�+��srr+*�**�+��*er*r+��r*a+rrrr**rra*+**�**+r++*++*+****�*+*�*********++*+�+*r****ar*s+*t+**r*►r.e**r*r*s*r�rrs» Item: 05100 BUILDING DEPARTMENT Item: 05600 FIRE DEPARTMENT 07/09/2008 drhoades Action: AP Approved as noted: 1. Per site visit, the ceilings on the upper level have changed signiticantly reqi redrawing ot the sprinkler system layout ot that level . New drawings must be apprc to any inspections being performed. 2 . Contractor is allowed to start work on the other two levels once permit is issued. CONDITION OF APPROVAL Cond: 12 (BLDG. ) : FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. .�**.**�******.*�*****�*�*�*�*+*:**.*.*�«**..*�*:«*«*.*�.*«***�*..�.+�.*.**:+*«+*+*+��*�*�«.�....*���.�**.*:�:*��*�**.�+.*.�,.**«�.*:»*«...:.+.*. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, � � and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE SEVENTY-TWO HOURS IN ADVANCE BY TELEPHONE AT 970-479-2252 FROM 8:00 AM-5 PM. � � j -, , �. < � SI OF OWNER RACTOR FOR HIMSELF AND OWNER *********�********************+*****+***+**�******�*��**********************++************** TOWN OF VAIL, COLORADO Statement **********************+++************************************************�****************** Statement Number: R080001129 Amount: $1, 582 .50 07/10/200801:23 PM Payment Method: Check Init: DDG Notation: Extreme Fire Protection 1250 ----------------------------------------------------------------------------- Permit No: F08-0037 , Type: SPRINKLER PERMIT Parcel No: 2101-092-0500-9 Site Address: 1107 VAIL VALLEY DR VAIL Location: 1107/1109 VAIL VALLEY DR Total Fees: $1, 582 .50 This Payment: $1, 582 . 50 Total ALL Pmts: $1, 582 .50 Balance: $0. 00 ****************************************************************************+*********�***** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 SPRINKLER PERMIT FEES 1,232.50 PF 00100003112300 PLAN CHECK FEES 350.00 ----------------------------------------------------------------------------- +� O�j -- �(J�� � Spri��kler Per�»it �#: ��~— " 970-4179-2135(Inspections) ' TOWNOFYAIL TOWN 0� VAIL FIRE SPRINKLER PEitMIT APPL�CATIt�N �ire�prinkier shop drawings are required at time of permit submitta al nd 75 S. Frontage Rd._ musf include the foitowing. Permit application wili not be accepted Yaii, �olorado 81b57 without this infonnation: . A Colorado Registered Engineer's stamp or N.I.C.E.T. Levei III (mit�� stamp. � � Equipmenf cut sheeis of materials: , Hydraulic calcutations. � A State of�olorado Plan Registration form. .� Plans must be submitted by a Registered Fire Protection Contractor, Contact Ea /e Coun Assessors pffice at 970-328-8640 0�visit www,eao%-coun .com for Parce/� Parcel # (Required if no bidg. Permit# is provided above) Z►� 0 "Z OS pp°z ��/olz�.4N a Job Name: �s t p�ivGc �ob A �;�j`�- l�•�4 l L t/�GLt y O�►t/� L . �• o Legal Description Lot: Blodc: (� Fling: � �` _ 7 Subdivisipn: Ownen Name:�/���s,r�1 o Address: �,GG f�p�?lvC //� !//f/G 1/ E Phone:_. Englneer:�w o�✓ �Eu,�� Address: lo �y'r�R,q aio� Phone: � ' 3 38q-q�/o Deta4lQC! ��+��� of�r:ork: (i.�., Aaor, ����#, bidy. #) �vt=w �Pcs��7�.�� � y. Detailed description of wark:/✓�ri-rA'G ,���v fl.v7"i -�iec EZE SysTE'�,1 �� �v E w � �ES/Dc�.E ��,� N%Pf�- - /3 Wor1c Ciass: New Addition ( ) Remodel( ) Repair( ) Retro-fit( ) pther( ) Type of 81dg.: Si le-family Two-familY( ) Multi-family( ) Commer+cial( ) Restaurant( ) Other( ) No. of Existing pwelling Units in this buiiding: . No. of Ac,00mmodation Units in this building: Does a Fire Alarm Exist: Yes ( )' No( ) Does a Fre Sprinkler System Exist: Yes No ( ) COiNPLETE VALUATIONS FOR ALARM PERMIT (Labor& Materials) Fire Sprinkler: ; � (��, � . CONTRACTOR INFOR�VIATIOIV Fre Sprinkler C�n�a�or: Town of Vai{ Reg. No.: Contact and Phone #'s: �J1�1r��1E �,�� �i�ECT?�nl , � --� h�.4� Lr'w�S �033�1�1-g�o Z� Contractor Signature; �f�*��*����f�t�f�*f#��f�f==�ff����f##*_FOR OFFICE tISE ONLY��ftf*��={��f��f��t�f��#�����#xx_=f3# , Otlier Fees: _ - - ; Da�e Received: I Ru6fK'Wa Permi�Fee: ' /�c� ted . ; t)ccupancK Group�-,.... : : ��1 - C� � ►� �� � � F-��,��„ �o� � - �I��A►�T���� � � � , : f '��i�rnYed aS SUbrrlltted [7 �°�.l� � ;� 1���; ; ;� �� �Ap ovea as Noted � ! '..Y � �,� n . R. q � ������ ,.�� �' ,, . � !2�'^� U(y .. . . ,k r� f � . ' � ,.� ......._. ��t�7��i.�� "V O 7/ - +-.�.r-.� _,� _...t.,. . --. � TOWN OF VA1L 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 MECHANICAL PERMIT Permit #: M08-0043 _�,c>1 c; ��i�_. Job Address: 1107 VAIL VALLEY DR VAIL Status . . . : ISSUED Location.....: 1 l07/1109 VAIL VALLEY DR Applied . . : 02/29/2008 Parcel No...: 210109205009 Issued . . : 03/06/2008 Legal Description: Expires . .: 09/02/2008 Project No : ? ��J L �-L;i� � OWNER GIORDANO, DONNA M. 02/29/2008 WOODSIDE PO BOX 53 LOTHIAN MD 20711 APPLICANT JERRY SIBLEY PLUMBING 02/29/2008 Phone: 970-827-5736 P.O. BOX 340 � MINTURN CO 81645 License: 152-M CONTRACTOR JERRY SIBLEY PLUMBING 02/29/2008 Phone : 970-827-5736 P.O. BOX 340 � MINTURN CO 81645 License: 152-M Desciption: INSTALL BOILER FOR RADIANT HEAT, SNOWMELT. INSTALL VENT SYSTEM FOR MA1N LEVEL AND TOP FLOOR; AC WIRE ROOM AC FOR NEW SFR WITH AN EHU Valuation: $235,000.00 Fireplace lnformation:Restricted: #ofGas Appliances: 0 #ofGas Logs: 0 #of Wood Pellet: 0 a«s**+***�*�**r*r**«*«**�**�+�as*#*****r*►rr*r*#**+aa�**a*s*�******■ FEE S UMMARY **+�+�**r****+**��r+�r**+**+**+*�***�*ra+****s**�**��rr�*s*� Mechanical---> $4,�o o.o o Restuarant Plan Review--> $0.o o Total Calculated Fees---> $s,e�9.o 0 � Plan Check---> $i,1�5.o o TOTAL FEES--------------> $5,8 7 9.0 0 Additional Fees-----------> $o.00 Investigation-> $o.o o Total Permit Fee----------> $5,8 7 9.0 0 W i l l Call-----> $4.o o Payments------------------> $s,6 7 9.0 0 BALANCF,DUE---------> $o.o 0 *�*+**�r�rrrr.*e+«a*******r*�**+�*r*x*..++�+*+***a*rrs«te+**+�***�*r*r***srx******r►******��r****�+**+*r*s*�**.s**s*�**s��**:s**�e«�****r***.*s** Item: 05100 BUILDING DEPARTMENT 02/29/2008 CG 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: 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 . +*.�****.+�.�*.,*.**�«**,�.+���*.**�**.*.*******�,*�*�.*.+�*.*.**���**�.:***.+*�.+.�,:�**..*«::.*�*�**.**►�***�+.�.�«*:*+.+�.*«*,�.�**.**+*,.*.*�,:. 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. RBQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN A�DV�CE BY�LEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM-4 PM. . �'' �.(�/�/ SIGNATUR�OF OWNE ONTRACTOR FOR HIMSELF AND OWNER C G„i ****************************+************+***********************+************************** TOWN OF VAIL, COLORADO Statement ********+*+*************+****************+***************+****************+*******+********+ Statement Number: R080000251 Amount: $5, 879. 00 03/06/200811:44 AM Payment Method: Check Init: DDG Notation: Jerry Sibley 013273 ----------------------------------------------------------------------------- Permit No: M08-0043 Type: MECHANICAL PERMIT Parcel No: 2101-092-0500-9 Site Address: 1107 VAIL VALLEY DR VAIL Location: 1107/1109 VAIL VALLEY DR Total Fees: $5, 879. 00 This Payment: $5, 879.00 Total ALL Pmts: $5, 879.00 Balance: $0. 00 ***********�******************************************************************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ MP 00100003111100 MECHANICAL PERMIT FEES 4, 700.00 PF 00100003112300 PLAN CHECK FEES 1, 175.00 WC 00100003112800 WILL CALL INSPECTION FEE 4 .00 ----------------------------------------------------------------------------- 02/22/2008 09:29 FAX 9708275234 Jerry Sibley Plbng INC �1001 APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGN D����_ �� � TOV Project#: � B�ilding Pe�mit #: ,807 � t]zSY� �� ��., O O Mechanical Permit#: ��Qr i�A fT � 970-479-Z149 (Inspections) I INL TOWN OF VATL MECHANTCAL PERN��T APPLICATION 75 S. Frontage Rd. Permit will not be accepted without the following: Vail,Colorado B1657 Provide Mechani�al Room Layout drawn to scale to include: o Mechanical Room Dimensions o Combust�on Air DucC Size and Location �,�y��i� o Flue,Vent and Gas Line Size and Location ��� / g "- I o Heat Lnss Calcs. � u Equipment Cut/Spec Sheets CON"I'ItACTOR 1NFORMATION Mechanical Contractor: Town of Vail Reg. No.: Cont ct Person and Phon #'s: ar�7�s7� e-�' ' � ' C �� 90�'�030 E-Mall ddress: Fax#: Contra or Si natur � Z ZZ OMPL TE VALUATION FOR MECHANICAL PERMIT Labor& Materials MECHANICAL: $�3� � � :� Cvntacf Ea /e Coun .4s.sessors O�ce at 970-328�8640 or visit www,ea l�-coun . om fa�Parce/�` Pa�cel # Job Name: �D��w�O Job Address: h � �Q��/ , /��� /��/ i� v v �� Legal Description Lot: Block: Filing: Subdivision: Own�rs Name: � Address: � Phone: Engineer: Address: Phone: Detaile description of wo�k: .�s � o, r ro- io-,� SnJ'Ow�l . �Ns I ve.n� s �rn� l,� i -�i 1 � e..— , 1 � � Work Class: New AddiGon ( ) Alteration ( ) Repair( ) OCher ( ) Boiler Location: Interior(� Exterior( ) Other( ) Does an EHU exiSC at this location: _ Type of Bldg: Single�Family ) Duplex( ) Multi-Family( ) Commercial( ) Restaurant( ) Other( ) No. of�xisting Dwelling Units in this building: � yr No. of Accommodation Units in thls building: r.,�.._. No e of Fire laCes Existin : Gas A lia Wood Burnin No�fype of Fireplaces Proposed: Gas Appliances �) Gas logs ( ) Wood/pellet( ) Wood Burning (NOT ALLOWED) Is this a conversion (rom a wood buming fireplace to an EPA Phase II device? Yes - *****�******************FOR OFFICE U5E ONLY***********�***************** Other Fees: �� Date Received: Accepted By: F:\cclev�FORMS�Permits\Bullding\mechanlcal_permit_11-Z3-Z005.00C 11/23/2005 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES .� 10H'NOFVAfl, ' 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 Permit #: M08-0099 � ��`'-L � �����`�`��' NSFR Project #: PRJ07-0153 Job Address: 1107 VAIL VALLEY DR VAIL Status. . . : ISSUED Location.....: 1107/1109 VAIL VALLEY DR Applied. . : 05/09/2008 Parcel No...: 210109205009 Issued. . : 05/16/2008 Expires. .: 11/12/2008 OWNER GIORDANO, DONNA M. 05/09/2008 WOODSIDE PO BOX 53 LOTHIAN MD 20711 APPLICANT WESTERN FIREPLACE SUPPLY, IN 05/09/2008 Phone:668-3760 1685 PAONIA COLO SPRINGS,CO 80915 PO BOX 670 MINTURN,CO 81645 License: 323-M CONTRACTOR WESTERN FIREPLACE SUPPLY, IN 05/09/2008 Phone:668-3760 1685 PAONIA COLO SPRINGS,CO 80915 PO BOX 670 � MINTURN,CO 81645 License:323-M Desciption: NEW SFR WITH AN EHU-16"CHIMNEY SYSTEM, LOG SET FLUE VENT, CONTEMPO,2 DIRECT VENTS Valuation: $39,517.19 ..�...�........�.,.........��.....,,...�..�..��.�....,.�.,.,..,.........t.,...,..�.,....FEE SUMMARY...«...............��.......��.,.....�...�.....�,..............,........................ Mechanical Permit Fee---> $800.00 Will Call------------> $4.00 Total Calculated Fees---> $1,804.00 Plan Check-------------------> $200.00 Use Tax Fee------> $0.00 Additional Fees-----------> $0.00 Investigation-----------------> $800.00 TOTAL PERMIT FEE---> $1,804.00 Total Calculated Fees--> $1,804.00 Payments-----------------> $1,804.00 BALANCE DUE---------> $0.00 ........�....................,,..........,,...,,,.,�.,...,..,.,.,........»..,.t�,�.,......�.........,.�.«�..,:.,....�.......,�.....�........t..............�.....,....�......�....,..............�... APPROVALS Item:05100 BUILDING DEPARTMENT 05/16/2008 JRM 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. mechcanical_perm it_041908 � 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. .��..........,......,..............................�..............�......+.«���.....................�..��.......+........,....,....,.»�...........�,.........:�.�.....:�.....�....:........... 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. � ,^ ' ^ , /� � l� �y�,`�`=?l, � I�-(� ��, � Signature of Ow�er or Contractor ate ,r'l >�'' ��f��. , Print Name m echcanica I_perm it_041908 r *******�****+******************************************************************************* TOWN OF VAIL, COLORADO Statement ********+**********************************�***�******************�**************�******+*** Statement Number: R080000717 Amount: $1, 804. 00 05/16/200811:55 AM Payment Method: Check Init: LC Notation: #1963/WESTERN FIREPLACE ----------------------------------------------------------------------------- Permit No: M08-0099 Type: MECHANICAL PERMIT Parcel No: 2101-092-0500-9 Site Address: 1107 VAIL VALLEY DR VAIL Location: 1107/1109 VAIL VALLEY DR Total Fees: $1,804.00 This Payment: $1, 804.00 Total ALL Pmts: $1, 804.00 Balance: $0.00 *�*********************�***********************+**+***************************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ MP 00100003111100 MECHANICAL PERMIT FEES 800.00 PF 00100003112300 PLAN CHECK FEES 200.00 PN 00100003153000 INVESTIGATION FEE (BLDG) 800.00 WC 00100003112800 WILL CALL INSPECTION FEE 4 .00 ----=------------------------------------------------------------------------ APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNED TOV Project #: ��0 �-a �s3 Building Permit #: 0 -bag'S f � Mechanical Permit #:�1�-�Qq ����+�� r 970-479-�149 (Inspections) t" TOWN OF VAIL MECH�INICAL PERNIIT ApPLICATION 75 S. Frontage Rd. Permit will not be accepted without the following: Vaii, Colorado 81657 Provide Mechanic�l Room Layout drawn to scale to include: ❑ Mechanical Room Dimensions ❑ Combustion Air Duct Size and Location ❑ Flue, Vent and Gas Line Size and Location ❑ Heat Loss Calcs. ❑ Equipment Cut/Spec Sheets co�vTUAC ro�rN�o�zmA�rioN Me anical Contractor: Town of Vail Reg. No.: Contact Person and Phone #'s: � • ^ L. S/J ., _ �_ E-Mail Address: Fax#: - ��.� � Contractor Signature:7 , ? "� } � � �L� //�j -��, COM�i.ETE VALUATION FOR MECHANICAL I�ERMIT Labor & Materials MECHANICAL: $ �J�( � `J�( � � r �j Contact�Ea /e Coun Assessors O�ce af 97D-.328-8640 or visif w�vw.ea le-caun .com for Parce/# Parcel # - -� �' ��� Job Name: � Job Address: , , � . .`� -` ' � !` .� Legal Description Lot: Block: Filing: '� Subdi isio�: I Owners Name: Address: � Phone: ___ _- ----- Engineer: Address: Phone: � � Detailed description of work: � ,�a � � � � ' � -�. � ^�,_ 'r� ,^�, �' � � � r.� r '� ` ..^ ,� `�:� Work Class: New ( ) Addition ( ) Alteration ( ) Repair ( ) Other ( ) Boiler Location: Interior ( ) E�erior ( ) Other ( ) Does an EHU exist at this location: Yes ( ) No ( ) Type of Bldg: Single-family( } Duplex ( ) Multi-family( ) Commercial ( ) Restaurant( ) Other( ) No. of Existing Dwelling Units in this building: No, of Accommodation Units in this building; No e of Fire laces Existin : Gas A liances Gas Lo s Wood/Pellet � Waod Burnir� No/Type of Fireplaces Proposed: Gas Appliances O Gas Lags O UVood/Pellet O Wood Burnin NOT ALLOWED) Is this a conversion from a wood burning fireplace io an EPA Phase II device? Yes ( ) N ) ******************�*�***FC�� C)��ICi� U�� C�I�LY******��****� **�*�'��** C�ther Fees: D�te Received: , T_ ` __ ' , �lccepted By: �---------- TOWN �F VAIL F•\rriovlF(1RMG\PFRMTTC1Ri�ilriinnlrr�crhaniral normit �y_��_�nn�nnr 11/�3/�nn5 NOTE: TH/S PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES : TOWNOFVAII, ' 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 Permit #: M09-0021 NSFR Project #: PRJ07-0153 Job Address: 1107 VAIL VALLEY DR VAIL Status . . . : ISSUED , Location.....: 1107/1109 VAIL VALLEY DR Applied . . : 02/13/2009 Parcel No...: 210109205009 Issued. . : 03/04/2009 Expires . .: 08/31/2009 OWNER GIORDANO, DONNA M. 02/13/2009 WOODSIDE PO BOX 53 LOTHIAN MD 20711 APPLICANT WESTERN FIREPLACE SUPPLY, IN 02/13/2009 Phone:668-3760 1685 PAONIA COLO SPRINGS, CO 80915 PO BOX 670 MINTURN, CO 81645 License: 323-M CONTRACTOR WESTERN FIREPLACE SUPPLY, IN 02/13/2009 Phone:668-3760 1685 PAONIA COLO SPRINGS,CO 80915 PO BOX 670 � MINTURN,CO 81645 License: 323-M Desciption: INSTALL OUTDOOR GAS FIRE PIT Valuation: $5,031.00 ...�.....,.,..................�...,.............,,�.�...«....�.,....��>.�.........FEE SUMMARY.......��......>............�........�...�..,.....�..x......,�...,.....�.......�...... Mechanical Permit Fee---> $120.00 Will Call------------> $4.00 Total Calculated Fees---> $154.00 Plan Check-------------------> $30.00 Use Tax Fee------> $0.00 Additional Fees-----------> $0.00 Investigation-----------------> $0.00 TOTAL PERMIT FEE---> $154.00 Total Calculated Fees--> $154.00 Payments-----------------> $154.00 BALANCE DUE---------> $0.00 ....,..,....,....,.,,����.....,...�.����,.��..........�...«..�....»��...��...x.............�«....�.....�.,...<...«...........�...,.�....�...��..�.�.......:..........<>.,...........�.........,# APPROVALS Item: 05100 BUILDING DEPARTMENT 02/19/2009 JRM Action:AP .....K.,...�.,.....�.....................,.......�.....,...�.......��..�....,.,,,,,,..,�..,,,,,,,,.........,.,..�,�,�..,....,�...............................,..�.............».,................,...� 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. mechcanical_permit_041908 - � � .�......,.�....�.............���.,.�,.�.���,.............�......�....�....,.�.,...........,.....,,..��........�...,�....�,,...��...�............,.��..��,.��..,.....,............,..�.�.... 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 applicabie thereto. REQUESTS FOR INSQEC�IOAF � E MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:0( AM-4 PM,.._.._.._.- �---� C —- - _..._ ,_ .� : ,--Si"gnature of Owner or Contractor Date � =5� t`'11�-2-�5 Print Name mechcanical_permit_041908 � *******************************************************************�************************ TOWN OF VAIL, COLORADO Statement *****************************************************************************************+** Statement Number: R090000203 Amount: $154 . 00 03/04/200910 :36 AM Payment Method: Check Init: SAB Notation: 2259 WESTERN FIREPLACE SUPPLY ----------------------------------------------------------------------------- Permit No: M09-0021 Type: MECHANICAL PERMIT Parcel No: 2101-092-0500-9 Site Address: 1107 VAIL VALLEY DR VAIL Location: 1107/1109 VAIL VALLEY DR Total Fees: $154 . 00 This Payment: $154 .00 Total ALL Pmts: $154 . 00 Balance: $0. 00 *************�********************************�********************************************* ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ MP 00100003111100 MECHANICAL PERMIT FEES 120 .00 PF 00100003112300 PLAN CHECK FEES 30.00 WC 00100003112800 WILL CALL INSPECTION FEE 4 .00 ----------------------------------------------------------------------------- � 02113/2009 15: 13 FAx 9708279222 wESTERN FIREPLACE �j001/006 �T*:..�+.:ry ,t,�„+ VU � nini�'�a; r ..�i�:�:,�� yl , vF�),p �n ., , � �il 4'�:� �ppd��N�yryq��{Y�� . .. i, r . �r�4�lp� i•i;v,�•. , �li{F1'�I i��'�. m �iY� r,�Z�ili�',x11�! It � ' � iv��r�prti IJ�' ih�'�����i�i����� �1�� ft/11i11�� �Q.'� �� ,�4 p }'� ,� �v I`` id'�,�,. I�� tY a n5�,1 II�IV��i��n�,l�k�a^.! "+� I�C�I{j��v�'i�kyi��,� ��; � r���ll��l�� II�v�JalJ���,�������f�1fu{�M1�����C �,^r�f�R � ��..��• . S '9 �� � �����'��4 � 7 rri �� ii I�7 ���'� ,,;,„,4; d�, ,.h r', , � `' � i��K' ��'d�����1'�;�Mk�pr�'��. � �Si 6� 3,��, " f � , a hla v�! i .�4��v��1���'4�ZY�� t p�y � �rir.yn �� � u v I ��� ���. �'��fi�r 7� 4�;;,�� N �1��L 1 I��1 � }� ,�„�v, j I��4'y R�14d),V�' f 1 ��. .���1� WSe t �� , � , � �� , ��,�,, �� �;���_� ; `"�,��,;,,�' �,�� � ,t� ,e '��,.�th� ,r .,�'ta���. A !�;� � l W� � .' ,�^ F � 4� �.d IV ��, � IrM� '" �y 5�� r .. '1�.,��1''�l�:9`i •��^. � ' �� ° T n . ' x. ,e� „ �,.�. � - ,�, , :Y'' �,,.., I��p'{�rau' . � �,'4 1� 'W � 'a'. �� '✓ ��,� "� � .,r.+� �.,��y.�Y d+ ,1' "a'hC� .:�A�:'"�� ,v. � w�. 9��6 �lri M ' '��Y.. ��� ,;' y �,• � �,t4' .+y.�„ � ""� i �w�'.;J" � ,�� "�/�^ y �„a . ���� �""' ��� .ndauw��: i' . . .;'�'Y," � , 51.'" 1 ,. � �, � ,�.: , � i� ,,.. MECHANICAL PERMIT Boller/Fu�n,�ce Anollcatlons MUST include: Fireolace Aopllcatlan� MUST Inclu ; o Mechanlcal Raom Layout/Plan with Dlmensions q �quipment Cut Sheets for Flreplaces/Lop Sets o Wmbustlon Alr Duct Size and Locatlon (Manut�cturer's Infb showing make,model&approval IlsCing) ❑ Flu�or Vent Slze F �/� o Gas Plping Plen (If�ppllceble) o Neat Loss Calculatlons* o . Equlpment Cut Sheets For Boller/Furnace *Not reGu/red hu'same siie(9TU)boller n�placemen!wlth no eysl�em �harx�es�orsnowmelt ProJact Btroat Addro�s:..................................,....,...,..,.,,�,,.,,.»....,,.....,,,..,.,,.,.,...,..,,,.,.,,.,.....,......_........ � Office Uae: '�� ' 11 Q7 Vall Valley Dr. � Project#: � ; �C� p� ` #(Number� (Stre6� (8uits#) Bullding Permlt#: ��v v0� BuIlding/Complox Narn�: Mechenicel Permit#: -- �ContracMrinformatlon;..,,�.�.���.��.,�,.,w�,.,.��„M,,,,,,,,,,,,,,,,�,.,,.,.,,,,�,.,.�,�.,.,�...,,.,��..,w,�.,,.�,�.w.W�., tot#:�Block#�SubdIv161on:vGt�1 u�41. Compeny: Western Flreplace S,upply , Company Addres6; P•Q� S�x 870 Detalled Descrlptlon of Work: Inatell 1 putd0or Flreplt model#+ ; Minturn HPC-36FSS-150-HSI and Install 1 INTERIOR gas log set City: 8tota: CO Z�p; 81646 in an existing aite built masonry firebvx, Gas Iog set mvdal ? Contact Name� Celvin Toler BTBA36NST ;Contact Phone: 8.70-827-9623 ext.4515 (use addltlonal sheet If nec@ssary) � E-Mail CalvinToler(�weaternfireplace.com 1 ❑ GaB Piping Included ; , Town of Veil GontreC•tor is't'r'i�ion No,; 323-M • Gas Plping by Others ; -�,,�,�:�"� ° 'o Wood to Oas Flrepl�ce Conver�lon ' ,.. ^ ""'^c+QKi;,�(ilWt.a:,ti;.,, L ' X ..., __'__ ,.,.. „-... �i,a_-�3•:ca.�.�.e,,.� ........................_.....,.....�.....,,......,,...,�..,,,,.,,..,..,._,...,.,_....,.,�..,...,..,.�,......._,...� ...� ` •''��""���� Boiler Locetion; Cont cxor�lgnature(requlred) � _,,....�..�...��-..w.....,..�..,.�w . ..� . ....,.,._...,....,......�,....,.. .Interlor�) Exterlcr( ) Other( ) , PropertyInbrmatlon ,,,,,,,,,,,,,,�.,,..,.,.����„�.�.�,,,,,,,,.,.,,�.,.,.,..�,,,.,�,.��,.,,,,,�,_...�„�,,.,�,�,�w�..�a,.,,.,.,,._,.,_.........,,....�.,.,..�..,, Perael#; 2101-082-05-008 Numbar of Exleting Fireplacee: (For percel�F,contaa Eegle County AssesBOr�Omce at A70-328-A840 or Ges Appliances(,�j Oas Loqs(�)Wood/PeRe�( ) vlaltwww,ea0lewuly.us/pelie) ,�.,.,....,.,..,......,....,,,..,.....,,.....,......,....,...,.._.........................._,,.,,.,..�_,.,.,,.,..,.�w,.._��,._,...,.,..,,.,...._..,.,...,..,.,.,,,,..w,,,.,,,,.....; Number of Proposed Fireplacea� Tenant Name: Ges Appliances(f ) Oas Logs( � )Wood/Pellet( ) � , � (Commerciel Prope�tie9) ' � ,...,..,,.......,...,,..,.,.�.............._,...,......,...,..,,_,,,._,..,...,.u..�..w�,.�..__�W.,..,...w,.....,...,,.,.......,.,,..,,.,,.,...,....�..,.....,...,..,.,� j Owner Name;MDonna Giodano,... .......................,.,,......,.,,........u..,.,.�.w,...�.. Typ�of Bulldlne� � � � � � � ��-w� °���• • ° `�"" 6ingle.Femily� Duplex( ) Multl-Famlly( ) COmmerclal( ) � %Complete Veluetion for MechenlCel Permlt: � Resteurant.(N) Other( ) � �Meohanloal S: $5,031.00 �.... ...... . .._....__. ----,m .�..�._. . _...................... + .;Data Racalved: ' � -' l,»,......,..,,,...,.,.,.,.,.......,.,,...,..,.w,..�,....,��_...,,.�.,..,.,.,.,...,...��... .... . ..............._...._... D Li— i� _I , —I— I � f'll FE� 13 20�9 � . � � � � . �_ TO�'�ldV C7 F VA i� ��_ � TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-213 8 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES PLUMBING PERMIT Permit #: P07-0205 ��,' 1 -a h�� Job Address: 1107 VAIL VALLEY DR VAIL Status . . . : ISSUED Location.....: ]107/1 l09 VAIL VALLEY DR Applied . . : 12/04/2007 Parcel No...: 210109205009 Issued . . : 12/OS/2007 Legal Description: ,-�� �� � � -� _ �; � � '?� Expires . .: 06/02/2008 Project No : � OWNER GIORDANO, DONNA M. 12/04/2007 WOODSIDE PO BOX 53 LOTHIAN MD 20711 APPLICANT JERRY SIBLEY PLUMBING 12/04/2007 Phone: 970-827-5736 P 0 BOX 340 � MINTURN ' CO 81645 License: 134-P CONTRACTOR JERRY SIBLEY PLUMBING 12/04/2007 Phone: 970-827-5736 P O BOX 340 � MINTURN CO 81645 License: 134-P Desciption: ROUGH PLUMBING AND GAS PIPE FOR A NEW SFR WITH AN EHU Valuation: $71,000.00 Fireplace Information:Restricted:?? #of Gas Appliances: ?? #of Gas Logs: ?? #of Wood Pallet: ?? **«s**�*****s**rr*****+*a*+**x*�**�**r***r*�**rr**�s*�**��►s�����s*** FEE SUMMARY ***►****�******r*�****+a�+a**�***e**+***s�ar********�*�**s*• Plumbing---> $1,0 65.0 o Restuarant Plan Review--> $0.0 o Total Calculated Fees---> $1,3 3 5.2 5 Plan Check---> $2 66.2 5 TOTAL FEES--------------> $1,3 3 5.2 5 Additional Fees-----------> $o.o 0 � Investigation-> $o.o o Total Permit Fee----------> $1,3 3 5.2 5 W ill Call-----> $4.0 o Payments-------------------> $1,3 3 5.2 5 BALANCE DUE---------> $o.o 0 *��*+�**s+***�+*s*s�ss*s****s****ax*s*a:***a:r*r«*r*r*�**+***�s��+**��e**��*+*+�*�*►**r****+**r***�*****�+**+**��*�*+***r*�++*�***+***.e***�vr**t� Item: 05100 BUILDING DEPARTMENT 12/04/2007 cgunion Action: AP Item: 05600 FIRE DEPARTMENT CONDITION OF APPROVAL Cond: 12 (BLDG. ) : FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. ��#+++:�+.�*«���+�+*+�++.�.+�+��*+*.+.+,*�++,+**....*.+*..++�*.++*..*�*,�***»+*«+#*+....«+++++.++:*.+*.,.:+*..,******���**�*+***.*�.�:���++�..+.+ DECLARATIONS 1 hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review � � approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. �--�______,,....�.�.._.__�___._ RIiQUESTS FOR MSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY��LEPFjONE 479-2149 OR AT OUR OFFICE FROM 8:00 AM-4 PM. ,,' � �� SIGNATURE OF ER O ' RACTOR FOR HIMSELF AND OWNER **�*************************�************************************************+************** TOWN OF VAIL, COLORADO Statement **********�*************************************************************��****************** Statement Number: R070002645 Amount: $1,335.25 12/05/200712 : 18 PM Payment Method: Check Init: LC Notation: #13024/JERRY SIBLEY PLUMBING ----------------------------------------------------------------------------- Permit No: P07-0205 Type: PLUMBING PERMIT Parcel No: 2101-092-0500-9 Site Address: 1107 VAIL VALLEY DR VAIL Location: 1107/1109 VAIL VALLEY DR Total Fees: $1, 335 .25 This Payment: $1, 335.25 Total ALL Pmts: $1,335.25 Balance: $0.00 ******************************************************************************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ PF 00100003112300 PLAN CHECK FEES 266.25 PP 00100003111100 PLLTMBING PERMIT FEES 1, 065. 00 WC 00100003112800 WILL CALL INSPECTION FEE 4 .00 ----------------------------------------------------------------------------- 11/29/2007 17:05 FAX 97082752�4 Jerry Sibley Plbng INC �001 , APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIQ11l�l �'���,t �"'3 Project #; ir�i�t> �� Buildi�ng Permit#:_8o7—oz8r • � �� Plumbing Pernnet #: � �► 970-479-2149 (Inspections) ��PNOFY�IL TOWN OF VAII. PLUMBING PERMI7 APPLICATION 75 S. Frontage Rd, � Vail, Calorado 81657 �g 2 � �J CONTRACTOR INFORMATION Plumbing Contractor: Town of Vail Reg. No.: Contact and Phone #'s: �rr S�� j3 � - '�, � � p� '�03a E-Mail ddress: � G� � � � � � � �, Contractor S" at� � COMPI.ETE VALUATIOIV FOR PLUMBTNG PEi�MrI' CLabor& Ntaterials) PLUMBTNG: $7� � . Contact Ea /e Coun Assessors O�c7e at 970-328-8640 or visit www,ea /e-rount .com for Parce/# Pdreel # Job Name: G �o r� � , ]ob Address; / � � / a� � / � f Legal Description Lot: Block: Filing: Subdivision: Owners Name: Address: Phone: Engineer: Address: Phone: Detailed description of work: ra u,91,�o/q� �� Qa s�:�� Wol'k Class; New ) Addition ( ) Alteration ( ) Repair( ) Other( ) Type of 61dg.: Single-family(x) Duplex( ) Multi-family( ) Commercial( ) RestauranL( ) Other( ) w /� Q�� No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building: ,—�' Is this a conversion from a wood burning firepface to an �PA Phase IZ device? Yes ( ) No ) *�*��,�,���****�x*�**��x,��*�**+t**,a,�,��***FOR OFFICE USE ONLY***�,�,�*w*���***�a�**�*#*�,��*��****�,;.s� Other Fees: Date Received: DRB Fees: . � � � Ac�e ted B : �Planner Si n-ofF; �\Vail\rl:d�a\r.i�v\R/IDAa�`locn��r�•�•�rn...,.,rw........ � A �� VAg, Inc. Architects&Planners Transmittal: � - o�� Project Name: Giordano Residence Project No: 2707.00 Date: October 16,2007 RE: TOV DRB Design Modification Package FROM: Andres Toneatto VAg,Inc.Architects&Planners TO: George Chalberg TOV Public Works Deparment CC: We are sending via han�l the following: Memo X Letter Drawings Specifications Other Description: for review&comment X as requested for your use& information Other Remarks: George, Attached is a copy of a Structural Engineer's response at you request. Thank you, Andres Physical Address: (970)949-7034 Mailing nddress: 90[3enchmark Rd.,Suite 202 fax: (970)949-813�1 P.O.Box 1734 Ar�on.CO 81620 email: general�i�vagarchitects.com Vail,CO 816�8-1734 Vail, Colorado Denver, Colorado Frisco, Colorado 1 `, Monroe 8� Newell Enginee�:5, Inc. October 11, 2007 Town of Vail Public Works Department 75 S. Frontage Road Vail, CO 81657 Attn: Mr. George Chalberg Re: Giordano Residence, 1107/ 1109 Vail Valley Drive,Vail, Colorado (M&N#7404) Dear Mr. Chalberg: Monroe &Newell Engineers, Inc. has designed the site walls for the Giordano Residence. The construction document site plans show one site wall at the north side of the property and one site wall along the east side of the property. The assumed design parameters used in this design of these walls include the following: ♦ Allowable Soil Bearing Pressure = 2500PSF ♦ Active Soil Pressure =45PCF ♦ Passive Soil Pressure= 250PCF A safety factor of 1.5 has also been used in the design of the wall against lateral sliding and overturning. If you have any questions ar comments, please call. Very truly yours, MONROE &NEWELL ENGINEERS, INC. i , , Reviewed by: v����,+�� 4�-�".�-' r���'3�'' /i, � ;<' C ,(��•�d'�J ,,�j�}'•,�� , ��i_--���i��J_� \ l `--. ��, � ��• � � r ��: �� Lelia E.S. Conlin, P.E. AZIXI�PIatinumCorporateSponsorof Hannes Spaeh, P � ��j`'�` Project Manager ���� � � Principal �:-��' .�;` �Colorado '`�' :�(' �. r ��:':dj1.+i�yr°S � f. A Component of The American Institute of Architects �-.. �x:,:._.�:�� www.monroe-newell.com 70 I3enchmark Road • Suite 204 • P.O. I3ox 1597 • Avon, Colorado 81620 (970) 949-7768 • FAX (970) 949-4054 • emaiL avon�monroe-newell.com s,_. - � .U- � �U��G�c� 07-20-2009 Inspection Reques _ Page 25 4:16 pm Vail, - itv O Requested Inspect Date: Tuesday,July 21, 2009 Inspection Area: JP Site Address: 1107 VAIL VALLEY DR VAIL 1107/1109 VAIL VALLEY DR A/P/D Information Activity: 607-0285 Type: B-BLD Sub Type: NSFR Status: ISSUED Const Type: 101 Occupancy: R-3 Use: VB Insp Area: JP Owner: GIORDANO, DONNA M. Contractor: NEDBO CONSTRUCTION Phone: 970-845-1001 Description: DEMO EXISTING DUPLEX AND BUILD A NEW SFR WITH AN EHU Requested Inspection(s) Item: 537 PLAN-FINAL C/O Requested Time: 08:00 AM Requestor: Phone: Comments: wc 977-0268 Assigned To: BGIBSON Entered By: JMONDRAGON K Action: Time Exp: Item: 539 PW-FINAL C/O Requested Time: 08:00 AM Requestor: Phone: Comments: wc 977-0268 Assigned To: CDELLES Entered By: JMONDRAGON K Action: Time Exp: : 540 BLDG-Final C/O Requested Time: 08:00 AM Re estor: Phone: C ments: wc 977-0268 A igned To: GDENCKLA Entered By: JMONDRAGON K Action: Time Exp: l� � �. �./ " Inspection History Item: 501 PW-Access/Staging/Erosion *"Approved"' 10/04/07 Inspector: gc Action: AP APPROVED Comment: Item: 502 PW-Rough Driveway Grade *`Approved'" 11/20108 Inspector: cdelles Action: AP APPROVED Comment: Item: 503 PW-Final Driveway Grade **Approved"` 03/13/09 Inspector: cdelles Action: AP APPROVED Comment: Item: 10 BLDG-FOOTING "*Approved`* 11/01/07 Inspector: JRM Action: PA PARTIAL APPROVAL Comment: ALL FOOTINGS EXCEOT FOR SITE WALL APPROVED 11/16/07 Inspector: dplace Action: AP APPROVED Comment: site wall approved on south side 03/10/08 Inspector: JRM Action: AP APPROVED Comment: THICKEN SLAB IN GARAGE DIDIVING WALL 06/11/08 Inspector: shahn Action: PA PARTIAL APPROVAL Comment: REBAR FOR FOOTERS FOR NORTH AND EAST RETAINING. 06/17/08 Inspector: SHAHN Action: PA PARTIAL APPROVAL Comment: REBAR SITE FOUNDATION PER NOTE ON DWG L2 07/16/08 Inspector: GCD Action: PA PARTIAL APPROVAL REPT131 Run Id: 10037 :� w:�• '', � 03-11-2009 Inspection Request Reporting Page 10 4:05 pm Vail, CO - Citv Of Requested Inspect Date: Thursday, March 12, 2009 Inspection Area: CG Site Address: 1107 VAIL VALLEY DR VAIL 1107/1109 VAIL VALLEY DR A/P/D tnformation Activity: M08-0043 Type: B-MECH Sub Type: NSFR Status: ISSUED Const Type: Occupancy: Use: Insp Area: CG Owner: GIORDANO, DONNA M. Contractor: JERRY SIBLEY PLUMBING Phone: 970-827-5736 Description: INSTALL BOILER FOR RADIANT HEAT, SNOWMELT. INSTALL VENT SYSTEM FOR MAIN LEVEL AND TOP FLOOR; AC WIRE ROOM AC FOR NEW SFR WITH AN EHU Requested Inspection(s) ' �� � Item: 390 MECH-Final ` Requested Time: 10:30 AM Requestor: JERRY SIBLEY PLUNjBING Phone: 970-827-5736 Comments: WC 827-5736 CHUCf� Assigned To: JMONDRAGON r Entered By: JMONDRAGON K Action: Time Exp: �� �% �— , _.._-- (�� L,. I /N l V' � I Y ` � � i � i Inspection Historv , / Item: 200 MECH-Rough **Approved "" `'� 03/10/08 Inspector: JRM Action: PA PARTIAL APPROVAL Comment: LOWER LEVEL IN FLOOR HEAT ZONES APPROVED 100#AIR TEST 08/08/08 Inspector: JGG Action: AP APPROVED Comment: Bafh vent fan termination within 3'of window, west bedroom upstairs. HVAC rough passed-OK. Item: 310 MECH-Heating `*Approved" 08/08/08 Inspector: JGG Action: AP APPROVED Comment: In-floor heat and snowmelt boiler rough in OK. 09/17/08 Inspector: JGG Action: AP APPROVED Comment: Three level in-floor Wirsbo Ok, tested to 150�0 NOTIFIEp Ok in repaired lines. 10/28/08 Inspector: GCD Action: Comment: SNOWMELT IS NOT A REQUIRED INSPECTION. CONTRACOTR NOTIFIED. Item: 315 PLMB-Gas Piping Item: 320 MECH-Exhaust Noods Item: 330 MECH-Supply Air Item: 340 MECH-Misc. Item: 390 MECH-Final REPT131 Run Id: 9331 07-20-2009 Inspection Request Reporting Page 39 4�17 pm Vail CO�,v Of Requested Inspect Date: Tuesday,July 21 2009 Site Address: 1107 VAIL VALL�Y DR VAIL 110711109 VAIL VALLEY DR A/P/D Information Activity: M08-0099 Type: B-MECH Sub Type: NSFR Status: ISSUED Const Type: Occupancy: Use: Insp Area: Owner: GIORDANO, DONNA M. Contractor: WESTERN FIREPLACE SUPPLY, INC. Phone: 668-3760 Description: NEW SFR WITH AN EHU- 16"CHIMNEY SYSTEM, LOG SET FLUE VENT, CONTEMPO, 2 DIRECT VENTS Re uested In ection s Item: 390 -Final Requested Time: 09:00 AM R uestor: WE ERN FIREPLACE SUP Y, INC. Phone: 668-3760 -or- (970) 827- 9623 Co ments: wc 977-0268 Assig To: GDENCK Entered By: JMONDRAGON K Comment: EXCEPT�FOR MASTER-6�EQROOM FIREPLACE G " Inspection History Item: 200 MECH-Rough "'Approved" 06/06/08 Inspector: GCD Action: C CORRECTION REQUIRED Comment: 1.MAIN LEVEL MASONRY FIREPLACE RE VE DAMPER PLATE 2.FAMILY ROOM FIREPLACE ATTACH OUTSIDE AIR TO MANIFOLD SEE PAGE 12. UPPER FIREPLACES APPROVED. PROVIDE SHUTOFF VALVE OUTSIDE FOR FIREPLACE 07/03/08 Inspector: jgulick Action: AP APPROVED Comment: Incomplete combustion air issue resolved w/Mark-Nedbo. Checked make-up air intake, all OK. Item: 310 MECH-Heating Item: 315 PLMB-Gas Pipinq Item: 320 MECH-Exhaust Hoods Item: 330 MECH-Supply Air Item: 340 MECH-Misc. Item: 390 MECH-Final ""'Approved** 04/10/09 Inspector: JRM Action: PA PARTIAL APPROVAL Comment: APPROVED ALL EXCEPT FOR MASTER BEDROOM FIREPLACE REPT131 Run Id: 10037 07-20-2009 Inspection Request Re orting Page 40 4�17 pm Vail, C�- Ci�,v O� Requested Inspect Date: Tuesday,July 21, 2009 Inspection Area: JRM Site Address: 1107 VAIL VALLEY DR VAIL 1107/1109 VAIL VALLEY DR A/P/D Information Activity: M09-0021 Type: B-MECH Sub Type: NSFR Status: ISSUED Const Type: Occupancy: Use: Insp Area: JRM Owner: GIORDANO, DONNA M. Contractor: WESTERN FIREPLACE SUPPLY, INC. Phone: 668-3760 Description: INSTALL OUTDOOR GAS FIRE PIT Requested Inspection(s) Item: 390 MECH-Final Requested Time: 04:00 PM Requestor: WESTERN FIREPLACE SUPPLY, INC. Phone: 668-3760 -or- (970)827- 9623 Comments: wc 977-0268 Assigned To: JMONDRAGON Entered By: JMONDRAGON K Action: Time Exp: Comment: ..... ORKING l� '� Inspection History Item: 200 MECH-Rough , Item: 310 MECH-Heafing Item: 315 PLMB-Gas Pipin�g Item: 320 MECH-Exhaust Noods Item: 330 MECH-Supply Air Item: 340 MECH-Misc. Item: 390 MECH-Final `"Approved"* 04/10/09 Inspector: JRM Action: AP APPROVED Comment: DENIED..... NOT WORKING REPT131 Run Id: 10037 07-20-2009 Inspection Request Reporting Page 41 4:17 pm Vail, Cp - Citv Of Requested Inspect Date: Tuesday,July 21, 2009 Inspection Area: CG Site Address: 1107 VAIL VALLEY DR VAIL 1107/1109 VAIL VALLEY DR A/P/D Information Activity: P07-0205 Type: B-PLMB Sub Type: NSFR Status: ISSUED Const Type: Occupancy: Use: Insp Area: CG Owner: GIORDANO, DONNA M. Contractor: JERRY SIBLEY PLUMBING Phone: 970-827-5736 Description: ROUGH PLUMBING AND GAS PIPE FOR A NEW SFR WITH AN EHU Requested Inspection(s) Item: 290 PLMB-Final Requested Time: 04:30 PM Requestor: JERRY SIBLEY PLUMBING Phone: 970-827-5736 Comments: wc 977-0268 Assigned To: JMONDRAGON Entered By: JMONDRAGON K Action: Time Exp� Comment: TCO.... 1 BATH GRDIIP7tIQQKITCHEN ONLY WORKI G c � �+� 6 � Inspection History Item: 210 PLMB-Underg round Item: 220 PLMB-Rough7D.W.V. "'Approved "' 02/26/OS Inspector: SHAHN Action: AP APPROVED Comment: UG DWV IS 6#AIR TEST. 08/08/08 Inspector: JGG Action: AP APPROVED Comment: DWV is OK, pressure test at 5�si. Item: 230 PLMB-Rough/Water "*Approved " 02/26/OS Inspector: SHAHN Action: PA PARTIAL APPROVAL Comment: UG WATER ONLY IS INSULATED AND AIR TESTED AT 100#. 08/08/08 Inspector: JGG Action: AP APPROVED Comment: Water pipe tested at 100psi OK. Item: 240 PLMB-Gas Piping '"Approved "' 06/23/08 lnspector: JRM Action: AP APPROVED Comment: 18 1NCHES PLASTIC W TRACER 10#AIR TEST 07/24/08 Inspector: JGG Action: AP APPROVED Comment: Black pipe at 10psi. Checked 4 fireplaces, 3 gas lights, 1 cooktop and 1 BBQ.All OK. Com/me/�$ CSST GASPI�PEDFOR PATIO FIREPIT�on: PA PFCRTIAL APPROVAL SLEEVED IN PVC PER GASTITE INSTRUCTIONS 10psi TEST. 11/04/08 Inspector: JGG Action: PA PARTIAL APPROVAL Comment: Gas pipe for lanterns OK, CSST in PVC conduit OK. 11/17/08 Inspector: JGG Action: PA PARTIAL APPROVAL Comment: Gas piping to lamp post lanterns OK, in PVC conduit. 11/18/08 Insp ector: SHAHN Action: PA PARTIAL APPROVAL Comment: INSPECTED NEW LOCATIONS FOR GAS LIGHTS. Item: 290 PLMB-Final *`Approved "' 03/13/09 Inspector: JRM Action: PA PARTIAL APPROVAL Comment: APPROVED FOR TCO.... 1 BATH GROUP AND KITCHEN ONLY WORKING REPT131 Run Id: 10037 E08-0087 : Entries for Item:190 - ELEC-Final 11:49 01/31/2013 Action Comments By Date Unique_ Ke CR ASKED FOR TCO. FAILED BECAUSE SHAHN 03/12/2009 A000123 THERE IS OPEN WIRING THROUGHOUT 565 THE HOUSE. PA TEMP ORRECTIONS APPROVED.OK FOR shahn 03/13/2009 A000123 TCO. 588 CR WETBAR RECEPTALE HALF HOT NOT shahn 07/21/2009 A000125 WORKING. 923 PROVIDE LENS IN EHU SHOWER. SERVICE PANEL-PROVIDE REQUIRED 36 SPACE IN FRONT. 120 VOLT LANDSCAPING NOT READY. CHECK SQ D BLUE ARC FAULT FOR RECALL. AP shahn 07/24/2009 A000126 039 Total Rows:4 Page 1 E07-0347: Entries for Item:190 - ELEC-Final 11:51 01/31/2013 Action Comments By Date Unique_ Ke AP shahn 07/21/2009 A000125 922 Total Rows: 1 Page 1 t਍ഀ w਍ഀ 0਍ഀ a਍ഀ a਍ഀ ❑ H਍ഀ 1.0਍ഀ 1 .0਍ഀ a਍ഀ a਍ഀ w਍ഀ F਍ഀ W਍ഀ a਍ഀ F F਍ഀ W n਍ഀ £ O਍ഀ N਍ഀ ❑਍ഀ h਍ഀ ❑਍ഀ a਍ഀ h F਍ഀ a0਍ഀ o਍ഀ H਍ഀ N਍ഀ O਍ഀ a਍ഀ w਍ഀ I ❑਍ഀ H਍ഀ A਍ഀ a਍ഀ D਍ഀ F਍ഀ x਍ഀ °a਍ഀ W਍ഀ a਍ഀ ❑਍ഀ rx਍ഀ F਍ഀ H਍ഀ N਍ഀ O਍ഀ a਍ഀ w਍ഀ ❑਍ഀ F਍ഀ Ell) 6਍ഀ 00਍ഀ wed਍ഀ ❑਍ഀ W਍ഀ a਍ഀ h਍ഀ Q਍ഀ W਍ഀ a਍ഀ ❑਍ഀ E਍ഀ W਍ഀ N਍ഀ F਍ഀ rmi਍ഀ b਍ഀ m਍ഀ 0਍ഀ ~ D਍ഀ N N਍ഀ r a਍ഀ ❑਍ഀ Q O਍ഀ 0 r਍ഀ a °a o਍ഀ aaF਍ഀ z਍ഀ O਍ഀ H਍ഀ F਍ഀ H਍ഀ U਍ഀ z A਍ഀ cti਍ഀ W਍ഀ £ W਍ഀ O 0 W਍ഀ U O਍ഀ U V਍ഀ ❑਍ഀ H਍ഀ H਍ഀ m਍ഀ 5਍ഀ u਍ഀ o i o਍ഀ o I o਍ഀ o I o਍ഀ o I o਍ഀ N I N਍ഀ r I r਍ഀ m I m਍ഀ m I m਍ഀ N I N਍ഀ O i O਍ഀ o I o਍ഀ N I N਍ഀ rlr਍ഀ mlm਍ഀ mlm਍ഀ N I N਍ഀ 1਍ഀ o ~ o਍ഀ o I o਍ഀ N i N਍ഀ r I r਍ഀ m I m਍ഀ m I m਍ഀ N N਍ഀ m I਍ഀ 04਍ഀ N਍ഀ r਍ഀ 0਍ഀ N਍ഀ A ~਍ഀ SI਍ഀ z4਍ഀ 0਍ഀ H a਍ഀ F E਍ഀ U H਍ഀ 5਍ഀ a N਍ഀ N਍ഀ E.਍ഀ Z a਍ഀ Z O N਍ഀ )਍ഀ O r 121਍ഀ Li ;਍ഀ 0 (D਍ഀ CA ❑਍ഀ w w a਍ഀ z Q N਍ഀ N਍ഀ m a਍ഀ N O W਍ഀ o H £਍ഀ Q4 o਍ഀ o q En਍ഀ ~ U਍ഀ o a਍ഀ m o਍ഀ m W਍ഀ N w7਍ഀ a਍ഀ H਍ഀ N਍ഀ o਍ഀ 0਍ഀ i਍ഀ I਍ഀ I਍ഀ 0਍ഀ 0਍ഀ N਍ഀ r਍ഀ m਍ഀ m਍ഀ N਍ഀ II਍ഀ I o਍ഀ I N਍ഀ r਍ഀ m਍ഀ m਍ഀ I I N਍ഀ 0਍ഀ 0਍ഀ N਍ഀ r਍ഀ m਍ഀ m਍ഀ I I N਍ഀ I਍ഀ F਍ഀ O਍ഀ F u਍ഀ 0਍ഀ F H਍ഀ ❑ v~i਍ഀ o਍ഀ w਍ഀ C7 ❑਍ഀ 0਍ഀ co਍ഀ ❑਍ഀ a਍ഀ W਍ഀ x਍ഀ a H਍ഀ a ~a਍ഀ O਍ഀ £ a਍ഀ O਍ഀ j o਍ഀ a਍ഀ h਍ഀ ❑਍ഀ H਍ഀ x਍ഀ w਍ഀ EI)਍ഀ 0਍ഀ r਍ഀ 0਍ഀ m਍ഀ 0਍ഀ 0਍ഀ N਍ഀ O਍ഀ U਍ഀ m਍ഀ N਍ഀ 0਍ഀ N਍ഀ O਍ഀ x਍ഀ U਍ഀ a਍ഀ w਍ഀ ❑਍ഀ W਍ഀ Q਍ഀ a਍ഀ u਍ഀ x਍ഀ U਍ഀ a਍ഀ C7਍ഀ Rey /0 Rde,&SC਍ഀ 0a -7~t ~16 -7਍ഀ Receipt f~ynds to:਍ഀ Name: N fr c.` ,e,%o wc,਍ഀ Mailing Address: 0, HbX 31V/ q਍ഀ 11. Ln 216 5- 1?਍ഀ CASH DEPOSIT FORMAT਍ഀ Legal Description: Lot -7 ,Block 6਍ഀ Subdivision: Vaal (td.~ 0--h r 7਍ഀ Address: no-7 Jatl &.l~਍ഀ Developer: fl AID P h.r਍ഀ Permit Number: Sod-o2$਍ഀ Project Number: P(41o?-6/0਍ഀ Improvement Completion Date: -!:~J - I~ 2609਍ഀ DEVELOPER IMPROVEMENT AGREEMENT਍ഀ THIS AGREEMENT, made and entered into this ~ day of Marck , 20~਍ഀ by and among Ill eAo G,~gy5frUC-fi'a'-J .Lye" (the "Developer"), and the Town of਍ഀ Vail (the "Town").਍ഀ WHEREAS, the Developer, as a condition f approval of the Temporary Certificate of਍ഀ Occupancyfor t-o 4 7 b 114; / 14 ~ I 7 U 4J ~ U41,&Yve.਍ഀ (address, legal description, and project number) wishes to enter into a Developer Improvement਍ഀ Agreement; and਍ഀ WHEREAS, the Developer is obligated to provide security or collateral sufficient in the਍ഀ judgement of the Town to make reasonable provisions for completion of certain improvements set਍ഀ forth in the attached estimated bid(s) in accordance with the approved plans and specifications਍ഀ filed in the office of the Community Development Department of the Town of Vail; and਍ഀ WHEREAS, the Developer wishes to provide collateral to guarantee performance of this਍ഀ Agreement, including completion of the all improvements referred to in this Agreement, by means਍ഀ of the following:਍ഀ The Developer agrees to establish a cash deposit account with the Town of Vail, as਍ഀ escrow agent, in the amount of $ Sq. A 15-, 00 as collateral for the਍ഀ completion of all improvements referred to in this Agreement, in the event there is a਍ഀ default under this Agreement by the Developer.਍ഀ NOW THEREFORE, in consideration of the following mutual covenants and agreements,਍ഀ the Developer and the Town agree as follows:਍ഀ 1. The Developer agrees, at its sole cost and expense, to furnish all equipment and਍ഀ materials necessary to perform and complete all improvements referred to in this Agreement. The਍ഀ Develop r agrees to complete all improvements referred to in this Agreement on or before the਍ഀ day of , 2001 . The Developer shall complete, in a good workmanlike਍ഀ manner, al improvements referred to in this Agreement, in accordance with all approved plans਍ഀ and specifications filed in the office of the Community Development Department of the Town of਍ഀ Vail, and to do all work incidental thereto according to and in compliance with the following:਍ഀ a. All said work shall be done under the inspection of, and to਍ഀ the satisfaction of, the Town Planner, the Town Engineer, the Town Building਍ഀ Official, or other official from the Town of Vail, as affected by special districts or਍ഀ service districts, as their respective interest may appear, and shall not be deemed਍ഀ F:\cdev\FORMS\Permits\Planning\Administrative_Actions\DIA cash format_5-16-2007.doc Page 1 of 5਍ഀ complete until approved and accepted as completed by the Community਍ഀ Development Department and Public Works Department of the Town of Vail.਍ഀ 2. To secure and guarantee performance of the obligations as set forth herein, the਍ഀ Developer agrees to provide collateral as follows:਍ഀ A cash deposit account with the Town of Vail, as escrow agent, in the amount of਍ഀ $ SS, A75r• IV as collateral for the completion of all improvements਍ഀ referred to in this Agreement, in the event there is a default under this Agreement਍ഀ by the Developer.਍ഀ 3. The Developer may at any time substitute the collateral originally set forth above਍ഀ for another form of security or collateral acceptable to the Town to guarantee the faithful਍ഀ completion of those improvements referred to herein in this Agreement and the performance of਍ഀ the terms of this Agreement. Such acceptance by the Town of alternative security or collateral਍ഀ shall be at the Town's sole discretion.਍ഀ 4. The Town shall not, nor shall any officer or employee thereof, be liable or਍ഀ responsible for any accident, loss or damage happening or occurring to the work specified in this਍ഀ Agreement prior to the completion and acceptance of the same, nor shall the Town, nor any਍ഀ officer or employee thereof, be liable for any persons or property injured by reason of the nature਍ഀ of said work, but all of said liabilities shall be and are hereby assumed by the Developer.਍ഀ The Developer hereby agrees to indemnify and hold harmless the Town, and any of its਍ഀ officers, agents and employees against any losses, claims, damages, or liabilities to which the਍ഀ Town or any of its officers, agents or employees may become subject to, insofar as any such਍ഀ losses, claims, damages or liabilities (or actions in respect thereof) arise out of or are based upon਍ഀ any performance by the Developer hereunder; and the Developer shall reimburse the Town for਍ഀ any and all legal or other expenses reasonably incurred by the Town in connection with਍ഀ investigating or defending any such loss, claim, damage, liability or action. This indemnity਍ഀ provision shall be in addition to any other liability which the Developer my have.਍ഀ 5. It is mutually agreed that the Developer may apply for and the Town may਍ഀ authorize a partial release of the collateral deposited with the Town for each category of਍ഀ improvement after the subject improvement is constructed in compliance with all plans and਍ഀ specifications as referenced hereunder and accepted by the Town. Under no condition shall the਍ഀ dollar amount of the collateral that is being held by the Town be reduced below the dollar amount਍ഀ necessary to complete all uncompleted improvements referred to in this Agreement.਍ഀ 6. ' If the Town determines, at its sole discretion, that any of the improvements਍ഀ referred to in this Agreement are not constructed in compliance with the approved plans and਍ഀ specifications filed in the office of the Community Development Department of the Town of Vail or਍ഀ not accepted by the Town as complete on or before the date set forth in Paragraph 1 of this਍ഀ Agreement, the Town may, but shall not be required to, draw upon the security referred to in this਍ഀ Agreement and complete the uncompleted improvements referred to in this Agreement. Pursuant਍ഀ to Section 12-11-8, Vail Town Code, the Temporary Certificate of Occupancy referred to in this਍ഀ Agreement may be revoked until all improvements referred to herein are completed by the਍ഀ Developer or the Town in accordance with this Agreement.਍ഀ F:\cdev\FORMS\Permits\Planning\Administrative_Actions\DIA cash format_5-16-2007.doc Page 2 of 5਍ഀ If the costs of completing the uncompleted improvements referred to in this Agreement਍ഀ exceed the dollar amount of the deposit, the excess, together with interest at twelve percent਍ഀ (12%) per annum, shall be a lien against the property and may be collected by civil suit or may be਍ഀ certified to the treasurer of Eagle County to be collected in the same manner as delinquent ad਍ഀ valorem taxes levied against such property. If the Developer fails or refuses to complete the਍ഀ improvements referred to in this Agreement, such failure or refusal shall be considered a violation਍ഀ of Title 12 (Zoning Regulations), of the Vail Town Code, and the Developer shall be subject to਍ഀ penalties pursuant to Section 12-3-10 (Violations: Penalties) and Chapter 1-4 (General Penalty),਍ഀ of the Vail Town Code.਍ഀ 7. The Developer shall warranty the work and materials of all improvements referred਍ഀ to in this Agreement located on Town property or within a Town right-of-way, pursuant to Chapter਍ഀ 8-3, of the Vail Town Code, for a period of two years after the Town's acceptance of said਍ഀ improvements.਍ഀ 8. The parties਍ഀ al ',1mutually agree that this Agreement may be amended from time਍ഀ to time, provided that suchr` lp"ments be in writing and executed by all parties hereto.਍ഀ y਍ഀ F:\cdev\FORMS\Permits\Planning\Administrative_Actions\DIA cash format_5-16-2007.doc Page 3 of 5਍ഀ Dated the day and year first above written.਍ഀ i,04a4 _a,਍ഀ eveloper਍ഀ STATE OF COLORADO )਍ഀ ) ss.਍ഀ COUNTY OF EAGLE )਍ഀ Th foregoing De I der Improvement Agreement cknowledged efore me this਍ഀ Day of , 20M by਍ഀ ti਍ഀ Witness my hand and਍ഀ My commission expire਍ഀ STATE OF COLORADO਍ഀ COUNTY OF EAGLE਍ഀ Town Planner਍ഀ )ss.਍ഀ The foregoing Developer Improvement Agreement was acknowledged efore me this਍ഀ I 1 Day of 20Cd by Vlli I1 G I,਍ഀ Witness my hand and official seal.਍ഀ N N,਍ഀ My commission expires: I P਍ഀ 14਍ഀ Notary Public -s~ior~M1਍ഀ F:\cdev\FORMS\Permits\Planning\Administrative_Actions\DIA cash format_5-16-2007.doc Page 4 of 5਍ഀ ATTACHED COPIES OF THE ESTIMATED BID(S)਍ഀ F:\cdev\FORMS\Permits\Planning\Administrative_Actions\DIA cash form at_5-16-2007.doc Page 5 of 5਍ഀ MIA਍ഀ real਍ഀ nvironments਍ഀ LANDSCAPE'C CONSTRUCTION਍ഀ PROPOSAL਍ഀ PAGE 1਍ഀ SUBMITTED TO:਍ഀ NEDBO CONSTRUCTION਍ഀ PO BOX 3419਍ഀ VAIL, CO 81658਍ഀ 10/31/07਍ഀ WORK TO BE PERFORMED AT:਍ഀ GIORDANO RESIDENCE਍ഀ 1107/1109 VAIL VALLEY DR਍ഀ VAIL, CO਍ഀ We hereby propse to fr :°nish all the labor to perform all labor necessary for the completion of the਍ഀ tasks as shown on Page .,2 and 3. Prices based on plans dated 9/24/07.਍ഀ The above work to be performed in accordance vith the drawing and specifications submitte( for਍ഀ the above work and completed in a workman like manner for the sum of $153,861.50 (ONE਍ഀ HUNDRED FIFTY THREE THOUSAND EIGHT t `TJNDRED SIXTY ONE DOLLARS A-750਍ഀ FIFTY CENTS). Billing will follow as percent complete at the end of each month for duration of਍ഀ landscaping.਍ഀ Any alteration or deviation from the above specif 1c.1.6 ins :;evolving extra costs, will be exect.t -1਍ഀ only upon written orders, and will become an extra charge over and above the proposal. All਍ഀ agreements are contingent upon strikes, accidents or delays beyond our control. Workmen's਍ഀ Compensation and Public Liability is carried by Creative Environments,llc.਍ഀ Scott Bind਍ഀ Creative Environments, llc਍ഀ The above prices, specifications and conditiojrs are hereby accepted and. You are authorized to਍ഀ do the work as specified. Payment will be made as outlined above.਍ഀ Print name Signature Date਍ഀ PO Box 5313 • Vail, CO 81658਍ഀ _ _1-1__i----11 111^ ^^A 11 A11~਍ഀ PAGE 2਍ഀ QTY SIZE DESCRIPTION਍ഀ 6਍ഀ 10'਍ഀ COLORADO SPRUCE਍ഀ 7਍ഀ 12'਍ഀ COLORADO SPRUCE਍ഀ 13਍ഀ 2"਍ഀ COLLECTED ASPEN਍ഀ 13਍ഀ 3"਍ഀ COLLECTED ASPEN਍ഀ 7਍ഀ 2.5"਍ഀ SPRING SNOW CRABAPPLE਍ഀ 6਍ഀ #5਍ഀ SLOWMOUND MUGO਍ഀ 18਍ഀ #5਍ഀ MONTGOMERY SPRUCE਍ഀ 6਍ഀ 45਍ഀ WAYFARING TREE਍ഀ 4਍ഀ #5਍ഀ REDTWIG DOGWOOD਍ഀ 8਍ഀ #5਍ഀ URAL FALSE SPIREA਍ഀ 3਍ഀ #5਍ഀ MISS KIM LILAC਍ഀ 21਍ഀ #5਍ഀ RUSSIAN SAGE਍ഀ 10਍ഀ #5਍ഀ YELLOW SHRUB ROSE਍ഀ 450਍ഀ #1਍ഀ ASSORTED PERENNIALS਍ഀ 25਍ഀ F32/1਍ഀ 5 FLATS OF ASSORTED਍ഀ PERENNIALS਍ഀ 10/31/07਍ഀ UNIT COST EXT ENSION਍ഀ $700.00 EA਍ഀ $4,200.00਍ഀ $1,050.00 EA $7,350.00਍ഀ $180.00 EA਍ഀ $2,340.00਍ഀ $320.00 EA਍ഀ $4,160.00਍ഀ $375.00 EA਍ഀ $2,625.00਍ഀ $95.00 EA਍ഀ $570:00਍ഀ $185.00 EA਍ഀ $3,330.00਍ഀ $44.00 EA਍ഀ $264.00਍ഀ $40.00 EA਍ഀ $160.00਍ഀ $40.00 EA਍ഀ $320.00਍ഀ $40.00 EA਍ഀ $120.00਍ഀ $42.00 EA਍ഀ $882.00਍ഀ $42.00 EA਍ഀ $420.00਍ഀ $12.00 EA਍ഀ $5,400.00਍ഀ $75.00 EA $1,875.00਍ഀ 1,350 SQFT SOD $.85 SQFT $1,147.50਍ഀ 190 LNFT 4" STEEL EDGING $3.00 LNFT $570.00਍ഀ 15 CUYDCEDAR BARK MULCH $80.00 CUYD $1,200.00਍ഀ 16 CUYD PERENNIAL TOP DRESSING 1" $120.000UYD$1,920.00਍ഀ 70 CUYD TOPSOIL/COMPOST MIX਍ഀ FOR PERENNIAL BEDS਍ഀ 40 EA 3'-5' BOULDERS (OUTSIDE਍ഀ . WATER FEATURE AREA)਍ഀ 354 SQFT FLAGSTONE STEPPERS਍ഀ 20 EA TSTONE X Y X 15" STEPS਍ഀ 8 EA 6" STONE X AVG 9.5 SQFT਍ഀ ON CMU PEDESTAL਍ഀ 1 LMSMWATER FEATURE INCLUDES਍ഀ PUMPS, PLUMBING, LINER,਍ഀ LINER PADDING, MOSS ROCK਍ഀ STONE AND PUMP VAULT਍ഀ $85.00 CUYD $5,950.00਍ഀ $435.00 EA $17,400.00਍ഀ $17.00 SQFT $6,018.00਍ഀ $325.00 EA $6,500.00਍ഀ $1,225.00 EA $9,800.00਍ഀ $33,900.00਍ഀ PO Box 5313 • Vail, CO 81658਍ഀ -!I - ^^A ^Ally਍ഀ remedy਍ഀ ices਍ഀ PAGE 3 LANDS'~APE CONSTRUCT10MI31/07਍ഀ 1 LMSM REFLECTING POOL AND਍ഀ FIRE PIT BOWL, CASCADING਍ഀ WATERFALL WALL, INCLUDES਍ഀ CONCRETE, VENEER AND਍ഀ CAPSTONE. DOES NOT INCLUDE਍ഀ EXCAVATION FOR FOOTERS $19,990.00਍ഀ 70 LNFT FLAGSTONE BORDER IN਍ഀ SOD AREA BACK YARD $40.00 LNFT $2,800.00਍ഀ 1 LMSMIRRIGATION SYSTEM਍ഀ 1 DRIP ZONE FOR TREES AND SHRUBS਍ഀ 5 POP-UP ZONES FOR SOD -਍ഀ 10 TALL POP-UP ZONES PERENNIALS਍ഀ BACKFLOW PREVENTER TO BE SUPPLIED਍ഀ AND INSTALLED BY PLUMBER $12,650.00਍ഀ NOTES: TOTAL 't'53,861.50਍ഀ IF ANY QUANTIES CHANGE UNIT COSTS WILL BE APPLIED. SEEDING CAN਍ഀ BE APPLIED AT $.12 SQFT.਍ഀ ANY TOPSOIL NEEDED CAN BE DELIVERED AND SPREAD FOR $65.00 CUYD.਍ഀ COST TO SPREAD ON SITE TOPSOIL TO ROUGH GRADE WOULD BE ON A਍ഀ TIME BASIS AT $65.00 P/HR SKIDSTEER W/OPERATOR AND $36.00 P/HR਍ഀ LABOR.਍ഀ SCOTT BW&EL਍ഀ CREATIVE ENVIRONMENTS, LLC਍ഀ vr-cl~਍ഀ 10਍ഀ q0 vj A( A਍ഀ q c~ rf਍ഀ 15਍ഀ ~D 1-1 3਍ഀ PO Box 5313 - Vail, CO 81658਍ഀ Town of Vail਍ഀ Department of Community Development਍ഀ 75 S. Frontage Road਍ഀ Vail, CO 81657਍ഀ Name: IJek 6,,,WfPd'o, Receipt No. &6996਍ഀ Address: 167਍ഀ Project: PRS67-,6LQ + (~o~ -67,&- Date 'S 09਍ഀ Please make checks payable to the TOWN OF VAIL਍ഀ Account No.਍ഀ Item਍ഀ No.਍ഀ Code #਍ഀ Cost Each਍ഀ Total਍ഀ 001 0000 314 1110਍ഀ Address Maps਍ഀ ZA਍ഀ $5.00਍ഀ *਍ഀ 001 0000 314 1110਍ഀ Zoning Maps਍ഀ ZA਍ഀ $20.00਍ഀ *਍ഀ 001 0000 319 4400਍ഀ Custom Maps਍ഀ 001 0000 314 1112਍ഀ Other Code Books਍ഀ CB਍ഀ '਍ഀ 001 0000 314 1211਍ഀ Blue Prints/Mylar Copy Fees਍ഀ BF਍ഀ $7.00਍ഀ 001 0000 314 1111਍ഀ Xerox Copies਍ഀ XC਍ഀ $0.25਍ഀ 001 0000 314 1111਍ഀ Master Plan਍ഀ MS਍ഀ 001 0000 314 1111਍ഀ Studies, Master Plans, etc.਍ഀ MS਍ഀ 001 0000 312 3000਍ഀ Contractors License Fees਍ഀ CL਍ഀ 001 0000 312 3000਍ഀ Contractors License Fees - RENEWAL਍ഀ CL਍ഀ 001 0000 240 3300਍ഀ Developer Improvement Agreement Deposit D2-DEP10਍ഀ AD਍ഀ , ao਍ഀ 001 0000 312 1000਍ഀ Restaurant License fee (TOV)਍ഀ RL਍ഀ 001 0000 230 2000਍ഀ Spec. Assess.-Restaurant Fee to Co.Dept.Rev.਍ഀ SA਍ഀ 110 0000 314 1115਍ഀ Resale Commission਍ഀ MS਍ഀ Other -਍ഀ MS਍ഀ Other -਍ഀ MS਍ഀ Other -਍ഀ MS਍ഀ Other -਍ഀ MS਍ഀ Other -਍ഀ MS਍ഀ 001 0000 201 1000਍ഀ Taxable 4.4% (State) - Tax payable਍ഀ TP਍ഀ 001 0000 310 1200਍ഀ Taxable @ 4% (Town) - Retail Sales Tax਍ഀ T7਍ഀ TOTAL:਍ഀ 5' co਍ഀ * all items charged tax਍ഀ Comments:਍ഀ cN'਍ഀ Cash Money Order #਍ഀ le-਍ഀ Check # IsT5-1 Received਍ഀ Credit Card: Visa/MC Last 4 CC #'s Auth #਍ഀ Name on CC਍ഀ ~ag~o਍ഀ f/cdev/forms/admin/sales action form 2009 115/06਍ഀ iown of Vail਍ഀ * CUSTOMtR RECEIPT਍ഀ O'er: AJANUSZ Type: F8 Drawer: 1਍ഀ Date: 31121109 01 Receipt no: 41211਍ഀ Customer Location Name Hmount਍ഀ 21880 21891 B07-k85 NEDBU CONST਍ഀ AD HR-DEPOSITS਍ഀ $59875.00਍ഀ NEDBO CONSTRUCIION਍ഀ PtRMIT#BO7-02185਍ഀ Tender detail਍ഀ CK CHECK 35:,5a $:9675.00਍ഀ Total tendered $59875.00਍ഀ Total payment $598/5.ON਍ഀ Trans date: 3/121/09 Time: 9:021:218਍ഀ THANK YUU FOn YOUR PHYMtNT!਍ഀ