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Home My WebLink AboutPRJ03-0012 B03-0029TOWN OF VAIL 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-213 8 DEPARTMENT OF COMMUNITY DEVELOPMENT NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ADD/ALT MF BUILD PERMIT Permit #: B03-0029 Job Address.: 122 E MEADOW DR VAIL Status.....: Location......: Village Center Complex Applied...: Parcel No....: 210108225003 Issued ...: Project No...: ;%�� C; j-cs� i'2, ) Expires...: �/RILVI�LR�qC'F��iN& I a�OGKSE�� l.d'rK/ ��L�l�}CE. CENrER. OWNER VILLAGE CENT� ASSOC 03/28/2003 Phone: 124 WILLOW BRIDGE RD VAIL CO 81657 License: CONTRACTOR HIGHLAND BUILDERS CORPOR.ATI003/28/2003 2598 Palmer Park Blvd. Colorado Springs, Co 80909 License: 208-A APPLICANT HIGHLAND BUILDERS CORPOR.ATI003/28/2003 2598 Palmer Park Blvd. Colorado Springs, Co 80909 License: 208-A Desciption: Exterior improvements for the Village Center Complex Occupancy: R1 Multi-Family Type Construction: II FR Type II Fire Resistive Type Occupancy: ?? V aluation: 3,610,253.00 ISSUED 03/28/2003 04/18/2003 10/15/2003 Phone: (719) 520-5100 Phone: (719) 520-5100 aaa sa Ft: o Fireplace Information: Restricted: Y # of Gas Appliances: 0 # of Gas Logs: 0 # of Wood Pellet: 0 ****s*r*****�*s***�****rr***s�s*rs******s******�**a**r*��**►r*******r FEE SUMMARY **sx****rr*a***s***r***+**rs*r****�*r�**r�rs*****��*�+****** Building------> $15, 138. 90 Restuarant Plan Review--> $0. 00 Total Calculated Fees--> $24 , 982 .18 Plan Check---> $ 9, 84 0. 2 8 DRB Fee---------------------> $ 0. 0 0 Additional Fees----------> $ 0. 0 0 Investigation-> $0. 00 Recreation Fee--------------> $o . 00 Total Permit Fee--------> $24 , 982 . 18 Will Call-----> $3.00 Clean-up Deposit----------> $o. oo Payments-------------------> $24, 9s2.1s TOTAL FEES-------------> $24, 982.18 BALANCE DUE---------> $0. 00 r:�*sssssr:r***�essx***«sx�*e*s*s*s**r:ss*****�ss»**s***ss*rs**ssrs*r*r*:***:rr*+****s**►rs�*****�s****:r*rs*s*:r*ss�*�x*r*s�«�x**�**�*«x***ssrs****� Approvals: Item: 05100 BUILDING DEPARTMENT 04/14/2003 cdavis Action: AP SUBJECT TO FIELD INSPECTION 09/08/2003 cdavis Action: AP revisiosn for front entries B1dgB/Bldgc approved Item: 05400 PLANNING DEPARTMENT 04/17/2003 Matt Gennett Action: AP Revisions �� Town c�f '��il F� �� PY � CONSTRUCTION DOCUMENTS Village Center Vail, Colorado �� ' r�� :��: � � �� U � �v1i�� . i ��''.�`� � S � ► � . � �,p° R�Cr� , p�'�� ,�..R, �, . • '� F��,� "c . G � d�� - � : o� eY' � • 1��13 .. . . -09' � r-- ' . . � 0,��.� :%�4 ,,� r �+S,sf Pf/ 1 � � ;'J �C�,y,-.��r, ��._ Prepared By: REDWINE-REfZIAN INC. 0150 East Beaver Creek Blvd P.O. Box 8009 Avon, Colorado 81620 970-748-0711 March 26, 2003 � � VILLAGE CENTER Structural Drawing Index �� March 26, 2003 � page 1 w 9 a � , � , � � Sheet # Title COMMON DETAILS S 1 NOT USED S2 Stone Veneer: Steel An le Wall S3 Stone Veneer: Door/Window Header S4 Stone Veneer: Veneer Ties SS NOT USED S6 Window Infill: Sill S7 Window Infill: Jamb S8 New Window CMLT Wall S9 NOT USED S10 Cut Stone Veneer: Above Roof S11 Cut Stone Veneer S12 Stone Veneer: Above Roof S 13 Concrete Stair On Grade S14 Landsca in Wall S15 Balcon Connection To CMU Wall S20 Structural Notes: Pa e 1 S21 Structural Notes: Pa e 2 S22 Structural Notes: Pa e 3 S23 Structural Notes: Pa e 4 S24 Structural Notes: Pa e 5 S25 Structural Notes: Pa e 6 S26 Structural Notes: Pa e 7 S27 Structural Notes: Pa e 8 S28 Structural Notes: Pa e 9 BUILDING A SAl Roof Infill - Plan SA2 Roof Infill - Detail BUILDING B SB 1 Roof Extension — Plan SB2 Roof Extension — Detail � , VILLAGE CENTER Structural Drawing Index March 26, 2003 a page 2 r BUILDING C SC1 Stair Enclosure: North Elevation SC2 Stair Enclosure: West Elevation SC3 Stair Enclosure: Foundation SC4 Stair Enclosure: 2° Floor SCS Stair Enclosure: 3T Floor SC6 Stair Enclosure: 4� and 5 Floor SC7 Stair Enclosure: Roof SC8 Stair Enclosure: Landin El 67'0" SC9 Stair Enclosure: Landin E176'4"; El 85'8" SC10 Stair Enclosure: Landin E15T8" SC11 NOT USED SC12 Overbuild Shed Roof SC 13 Porte Cochere — Foundation SC14 Porte Cochere — Roof Plan SC 15 Porte Cochere — Foundation Detail SC 16 Porte Cochere — Roof Detail SC 17 Porte Cochere — Roof Detail SC18 Porte Cochere — Roof Detail SC19 Porte Cochere — Roof Detail _ �flC � � � T.O.STONE � GRADE �� x � 6" STONE VENEER W/ TIES � 0 16" O.C. EA WAY � � W � Z o > 0 U J � O U m Z w O ] U p Z ¢ Z "/ `� CO � N � 5/8"0x4" HILTI KWIK BOLT II� PER SCHEDULE L6x6x5/16 W/ PRE—DRILLED BOLT' HOIES � SPACING PER SCHEDULE � HOT—DIP GALVANIZE AFTER DRILLING HOLES STO N E 3/4" = 1'-0" ! REDWINE—REIZIAN INC. STRUCTURAL ENGINEERS �REDWINE �00 17th Street, s��te �soo , � Denver, CO 80202 ' (303) 575-9510 % / � • 1 _ • . FOR ACTUAL FRAMING CONDITIONS RE: DEfAILS HILTI KWIK BOLT II CONNECTOR SCHEDULE VENEER HEIGHT SPACING 10'-0" MAX 24" 15'-0" MAX 16" NEER: ANGLE C�? WALL PROJECT: VILLAGE CENTER S�g�E�T: STONE VENEER DATE: 11/1/02 SHEET N0. S2 JOB N0. ir I ' � �? � Job Title: V �,� ��'�% W�� ! p1� Job no.: Sheet J�% of Subject: �� v/��. By: Date: �� % UZ �1I1�`� (,� X 5n �XP� A�G�D2 ��• �IuO Lt�x� x `�/t6" 6�r��:%�� : ��. i� �� . z tkP =� s � 6" 'L�� . ►u�Tau. i�-t�r�,�n�� p, �t�t-�o�2.S @ �-`-o"D.G. C OPlu�sy�'-a STDIJ � U�+�1 E�; ppb �� W�uooG� �? 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C � li v Q Q C 4 7 C 0 i l� O a 0 , » -- '__.. �,... �..�... ..�ururon��r �un i�vn��T 1 —fi �\"/ 11 " 8M S13 SLAB-ON-G , NO SCALE �.. � � r- � REDWINE-REIZIAN INC. PROJECT: STRUCTURAL ENGINEERS 0150 E. BEAVER CREEK BLVD. � REDWINE A ONBCO 880202 SUITE 2�4A SUBJECT: - � �9�� 748-0� „ E STAI R D ETAI UPDATED: 01-14-i V1LlAGE CENTER GENERAL NOTES DATE: 3/26/03 SHEET N0. S13 JOB N0. 02131.0 � � �. � o� w� :— . ` �_ Job Title• V�l�.�� (�N `�,`� Job no.: Sheet S�'T of Subiect: �r^`��rr� wr'� By: Date: �1��(�� ---- � � y � ' I l � 1 � I � � � � i� � %� / �� ('� ��d �L �4�IZ,�o��. ; __ i �ou-�� o�. ��-�a. X`—_—'�; I �ll��llz � �-- ; __ __ _ __ ` I a � �- , � - � � . . , 4 _� JbtuTS G� I�i`�`� O�G� � M �X � p�?,(as11JPr6� �P��IG �'I ( ��c � C t2"o.�. II p�,tN to p�tu6�'r �j = �-4 � l2'� D �• i' � � ., �� i ` - !- - ��7}-�� x cd�'• �.il _ ---- __ __ - � t! q. �'' 2 , � �A1JD5GAP(1�G l�A'U� �14�`= I %t�`� � � � Job Title: �� 1(7 � `�v�"' v�`� Job no.: Sheet J' ;J of ,� t, /� /� �/ /� /� � � 2 � ' Subject: ��,Q� �1 W �l�GC� !�/V � l.i� U �/7Vl.t3Y: Date: J(� D� w I p � � � ��M � �� ¢.►��,��r�- c� �� 4x 2 �t�-��Ta� Rat� �3 �r�) rs�x�� U� � �� o� �� bx� x �� -��8 �,c�SE � N �aor� � � �rwU�D c�Gt- U��T+4 ��g"� x 4�` t+t�r! � 5(�.�iVV ��G �LU� ��5 �� I�vbi.�� ?.11U� 5Mo0T�{ gA�o�t�1 �auu �rats G �-µu �� 5 �tM'' �I'�o �iL�� sov-c�- ��rto�! 1. 2. 3. 4. GENERAL A. THESE NOTES SUPPLEMENT THE SPECIFICATIONS, WHICH SHALL BE REFERRED TO FOR ADDITIONAL REQUIREMENTS. B. ARCHITECT'S APPROVAL NNST BE SECURED FOR ALL SUBSTITUTIONS. C. CHECK ALL DIMENSIONS ON STRUCTURAL DR.AWINGS AGAINST ARCHITECTURAL DRAWINGS. D. VERIFY OPENINGS THROUGH FLOORS, ROOFS AND WALLS WITH ARCHITECTURAL, MECHANICAL, CIVIL AND ELECTRICAL REQUIREMENTS. GOVERNING BUILDING CODE: UBC 1997 LIVE LOADS USED IN DESIGN A. SEISMIC LOADS PER UBC 1997 1.) ZONE ............................................................ 1 2.) IMPORTANCE FACTOR, I .......................................... 1.0 B. WIND PRESSURE PER UBC 1997 1.) REFERENCE WIND VELOCITY .................................... 80 MPH 2.) WIND STAGNATZON PRESSURE, Qs ............................. 16.4 PSF 3.) EXPOSURE CLASSIFICATION ......................................... B 4.) IMPORTANCE FACTOR, Iw ......................................... 1.0 C. ROOF 1.) SNOW EXPOSURE COEFFICIENT, Ce ................................. 0.7 2.) IMPORTANCE FACTOR, I .......................................... 1.0 3.) ROOF SNOW LOAD < 4:12, Pf ................... 100 PSF (NOT REDUCED) 4.) ROOF SNOW LOAD > 4:12, Pf .................... 80 PSF (NOT REDUCED) 5.) ROOF TOP OR SUSPENDED EQUIPMENT .......................... AS NOTED D. STAZRS ............................................ 100 PSF (NOT REDUCED) E. RESIDENTIAL .........................................40 PSF (NOT REDUCED) DISCOVERY AND FIELD VERIFICATION A. DURING CONSTRUCTION, THE CONTRACTOR MAY ENCOUNTER EXISTING CONDITIONS WHICH ARE NOT NOW KNOWN OR ARE AT VARIANCE WITFi PROJECT DOCUMENTATION (DISCOVERY). SUCH CONDITIONS MAY INTERFERE WITH NEW CONSTRUCTION OR REQUIRE PROTECTION AND/OR SUPPORT OF EXISTING WORK DURING CONSTRUCTION, OR MAY CONSIST OF DAMAGE OR DETERIORATION TO STRUCTURAL MATERIALS OR COMPONENTS WHICH COULD JEOPARDIZE THE STRUC'I'URAL INTEGRITY OF THE BUILDING(S). B. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ALL DISCOVERIES HE BELIEVES MAY INTERFERE WITH PROPER EXECUTION OF THE WORK OR JEOPARDIZE TAE STRUCTURAL INTEGRITY OF THE BUILDING(S) PRIOR TO PROCEEDING WITH WORK RELATED TO SUCH DISCOVERIES. C. THE STRUCTURAL DOCUMENTS MAY SPECIFY DIMENSIONS, ELEVATIONS AND CONSTRUCTION CONDITIONS TO BE FIELD VERIFIED. THE GENERAL � � � 5. � CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF ALL SPECIFIED CONDITIONS PRIOR TO PROCEEDING WITA THE CONSTRUCTION OR FABRICATION OF ANY STRUCTURAL COMPONENTS RELATED TO SUCH CONDITIONS. THIS FIELD VERIFICATION SHALL BE MADE IN A TIMELY MANNER SO AS TO CAUSE NO DELAYS IN EXECUTION OF THE WORK. STRUCTURAL STABILITY DURING CONSTRUCTION A. B C. THE STRUCTURAL DRAWINGS ILLUSTRATE THE COMPLETED STRUCTURE WITH ALL ELEMENTS IN THEIR FINAL POSITIONS, PROPERLY SUPPORTED AND BRACED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION MEANS AND METHODS. THE CONTRACTOR, IN THE PROPER SEQUENCE, SHALL PROVIDE PROPER SHORING AND BRACING AS MAY BE REQUIRED DURING CONSTRUCTION TO ACHIEVE THE FINAL COMPLETED STRUCTURE. 6. SUBMITTALS � � A. FURNISH ONE SEPIA AND ONE PRINT OF SHOP AND ERECTION DRAWINGS TO STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION. SUBMIT IN A ,. TIMELY MANNER TO PERMIT 10 WORKING DAYS FOR REVIEW BY STRUCTURAL ENGINEER. w B. FURNISH TWO SETS OF CONCRETE, GROUT AND MORTAR MIX DESIGNS � INCLUDING STRENGTH TEST DATA AND MANUFACTURER'S LITERATURE ON � ADMIXTURES FOR REVIEW BY STRUCTURAL ENGINEER NO LATER THAN 2 WEEKS �' PRIOR TO ON-SITE USE OF THESE MATERIALS. r �, � � � 7. � C. GENERAL AND SUB-CONTRACTOR NOTES: 1.) THE GENERAL CONTRACTOR SHALL REVIEW ALL SUBMITTALS PRIOR TO SUBMITTAL FOR REVIEW BY THE STRUCTURAL ENGINEER IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. 2.) THE STRUCTURAL DRAWINGS SHALL NOT BE USED AS BACKGROUNDS FOR SHOP OR ERECTION DRAWINGS. DRAWINGS PREPARED IN THIS MANNER AND SUBMITTED FOR REVIEW 'TO THE STRUCTURAL ENGINEER WILL BE RETURNED REJECTED AND CONSIDERED AS NOT BEING IN CONFORMANCE WITH THE PROJECT SPECIFICATIONS. SPECIAL INSPECTIONS A. THE OWNER SHALL EMPLOY SPECIAL INSPEC'FORS TO INSPECT WORK DURING CONSTRUCTION AS DEFINED AND REQUIRED PER UBC CHAPTER 17. SPECIAL INSPECTIONS SHALL BE MADE OF THE FOLLOWING WORK: 1.) 1701.5.1 CONCRETE 2.) 1701.5.2 BOLTS INSTALLED IN CONCRETE 3.) 1701.5.4 REINFORCING STEEL AND PRESTRESSING TENDONS 4.) 1701.5.5 STRUCTURAL WELDING 5.) 1701.5.6 HIGH-STRENGTH BOLTING 6.) 1701.5.7 STRUCTURAL MASONRY 7.) 1701.5.13 EXCAVATION AND FILLING REDWINE-REIZUW INC. SfRUCTURAL ENGINEERS 0150 E. BEAVER CREEK BLVD. REDWINE A oNBCO 880 02 SUITE 204A � ' (970) 748-0711 PROJECT: SUBJECT VILLAGE CENTER GENERAL NOTES DATE: 3/26/03 SHEEf N0. S21 JOB N0. �2131.0 � � 8 ■ � w r FOUNDATIONS - FOOTINGS A. A SOILS INVESTIGATION HAS NOT BEEN PERFORMED FOR THIS PROJECT. 1.) THE OWNER SHALL EMPLOY A QUALIFIED GEOTECHNICAL ENGINEER TO INSPECT ALL FOUNDATION EXCAVATIONS PRIOR TO PLACEMENT OF CONCRETE FOR FOOTINGS. 2.) THE GEOTECHNICAL ENGINEER SHALL VERIFY THAT THE SAFE BEARING CAPACITY OF THE BEARING MATERIALS MEETS OR EXCEEDS THE ASSUMED TOTAL LOAD ALLOWABLE BEARING PRESSURE USED IN DESIGN AS STATED BELOW. 3.) THE GEOTECI-iNICAL ENGINEER SHALL PREPARE WRITTEN SPECIFICATIONS FOR SUITABLE BACKFILL MATERIALS AND PERFORM COMPACTION TESTS ON APPROVED BACKFILL PLACED AGAINST FOUNDATION WALLS, BELOW SLABS-ON-GRADE AND BELOW FOUNDATIONS. B. C. D. E. F. G. �OTTOM OF FOUNDATION OR GRADE BEAM SHALL EXTEND A MINIMUM OF 48 INCHES BELOW ADJACENT FINAL GRADE. DO NOT PLACE BACKFILL AGAINST FOUNDATION WALLS OR GRADE BEAMS UNTIL BRACING FLOORS ARE IN PLACE, OR OTAER ADEQUATE BRACING IS INSTALLED. ACTIVE LATERAL EARTH PRESSURE USED IN DESIGN :.................... 35 PCF AT-REST LATERAL EARTH PRESSURE USED IN DESIGN :................... 50 PCF PASSIVE LATERAL EARTii PRESSURE USED IN DESIGN :.................. 300 PCF COEFFICIENT OF SLIDING FRICTION :.................................... 0.4 � H. FOOTINGS SHALL BE PLACED ON UNDISTURBED NATURAL MATERIALS. TH 'i CONTRACTOR SHALL REMOVE ANY LOOSE OR DISTURBED SOIL AND REPLACE WITH NON-EXPANSIVE STRUCTURAL FILL COMPACTED TO 95% STANDARD � PROCTOR (ASTM D698) AS APPROVED BY THE SOILS ENGINEER. � � 9. I. TOTAL LOAD SOIL BEARING PRESSURE USED IN DESIGN :.............. 5,000 PSF SLAB-ON-GRADE A. THE SLAB-ON-GRADE SELECTED BY THE OWNER AT THE GROUND FLOOR LEVEL OF THIS BUILDING HAS SOME RISK OF MOVEMENT. THE SLAB OPTION CHOSEN AS PROVIDING SUITABLE PERFORMANCE AT A REASONABLE COST REQUIRES 3 FEET OF OVEREXCAVATED FILL TO BE PLACED; REFERENCE THE PROJECT SOILS REPORT FOR SPECIFIC REQUIREMENTS. B. THE PREPARATION OF THE SUBGRADE FOR TAE SLAB-ON-GR.ADE SHALL BE IN STRICT ACCORDANCE WITH THE PROJECT SOILS REPORT REFERENCED ABOVE; THE CONTRACTOR SHALL DIRECT QUESTIONS REGARDING THE SUBGRADE PREPARATION REQUIREMENTS TO THE GEOTECHNICAL ENGINEER. C. MOVEMENT OF THE SLAB-ON-GRADE MAY CAUSE DAMAGE TO ANYTHING CONNECTED TO BOTH THE SLAB AND OTHER PORTIONS OF THE SUPERSTRUCTURE. ISOLATION DETAILS FOR PARTITION WALLS, BASEBOARDS, PIPING, AND OTHER ITEMS MAY BE REQUIRED; REFER TO THE APPROPRIATE DRAWINGS OR CONSULT WITH THE RESPONSIBLE MEMBER OF THE �. ,.. - � � � DESIGN TEAM PRIOR TO CONNECTING ITEMS TO BOTH THE SLAB-ON-GF2ADE AND OTHER PORTIONS OF THE SUPERSTRUCTURE. 10. CONCRETE A. ALL CONCRETE SHALL BE NORMAL WEIGHT AGGREGATE UNLESS NOTED. CLEARLY IDENTIFY INTENDED USE FOR EACFi MIX DESIGN SUBMITTED FOR APPROVAL. CONCRETE SHALL CONFORM TO THE FOLLOWING TABLE: � MINI�IUM T� SLUI�P ADDI�IX- 1� PSI � � �N ��R�f.� � 2 SACKS/C.Y. FOOTINGS 3000 5.5 0.58 3-4 .75" 0-2 WALLS 3000/4000 5.5 .58/.48 2-4 WRA .75" 5-7 INTERIOR FLATWORK 3000 5.5 0.58 2-4 .75" 0-2 EXTERIOR FLAIWORK 3500 6 0.48 2-3 .75" 5-7 ELEVATED SLABS ON METAL DECK 4000 5.5 0.48 2-4 .75" 5-7 ALL OTHERS NOT NOTED 3000 5.5 0.58 2-4 .75" 4-6 1. WRA = WATER REDUCING ADMIXTURE. SP = SUPER PLASTICIZER. 2. TOTAL AIR CONTENT, PERCENTAGE RANGE. CHANGE TO 5-7 IF EXPOSED TO FREEZING TEMPERATURES. � B. ALL CONCRETE IN CONTACT WITH SOILS SHALL USE TYPE I-II CEMENT. i: C. REINFORCING: MILD STEEL REINFORCING SHALL BE ASTM A615 WITH A ' MINIMUM YIELD STRENGTH 60 KSI, EXCEPT WHERE NOTED AS 40 KSI. ALL REINFORCING REQUIRING WELDING SHALL CONFORM TO ASTM A706. WELDED � WIRE FABRIC SHALL CONFORM TO ASTM A185. D. REINFORCEMENT PROTECTION +> 1.) CONCRETE PLACED AGAINST EARTH .................................. 3" 2.) CONCRETE PLACED IN FORMS $UT EXPOSED TO WEATHER OR EARTH: a a. BARS #5 AND SMALLER .................................. 1-1/2�� b. BARS #6 AND LARGER ....................................... 2�� ` 3.) COLUMNS, GIRDERS, BEAMS .................................... 1-1/2n 4.) SLABS OR WALLS NOT EXPOSED TO WEATHER OR EARTH ............... 3/4" 5.) JOISTS ......................................................... 1�� 6.) CORE WALLS ..................................................... 1�� T E. NO SPLICES OF REINFORCEMENT PERMITTED EXCEPT AS DETAILED OR AUTHORIZED BY STRUCTURAL ENGINEER. MAKE BARS CONTINUOUS AROUND CORNERS. WHERE PERMITTED, SPLICES MADE BY CONTACT LAPS, SHALL BE 36 BAR DIAMETERS MINIMUM. F. DETAIL BARS IN ACCORDANCE WITH "ACI DETAILING MANUAL", PUBLICATION SP-66, AND "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE," ACI 318, LATEST EDITIONS. PROVIDE DETAILS INDICATING REINFORCING CONTINUITY AT CONSTRUCTION JOINTS. G. PROVIDE ACCESSORIES NECESSARY TO PROPERLY SUPPORT REINFORCING AT POSITIONS SHOWN ON PLANS AND DETAILS. � � H. PLACE 2-#5 (1 EACH FACE) WITH 2'-0" PROJECTION AROUND OPENINGS IN CONCRETE; PLACE 1-#4 (IN TOPPING) WITH 2'-0" PROJECTION AROUND P OPENINGS THROUGH FLOOR TOPPING SLABS, UNLESS NOTED. � I. PROVIDE SLEEVES FOR ALL PIPES PLACED THROUGH CONCRETE. J. NO OPENINGS OTHER THAN THOSE SIiOWN ON TIiE STRUCTURAL DRAWINGS m SHALL BE PERMITTED UNLESS THE ARCHITECT'S AND STRUCTURAL ENGINEER'S APPROVAL IS SECURED PRIOR TO THE PLACEMENT OF v REINFORCING STEEL. � K. ALL CONSTRUCTION JOINTS SHOWN ON THE DRAWINGS SHALL BE PREPARED BY ROUGHENING THE SURFACE OF THE CONCRETE SO THAT THE AGGREGATE SHALL �� BE EXPOSED UNIFORMLY, LEAVING NO LAITANCE, LOOSENED PARTICLES, OR , DAMAGED CONCRETE. AS AN ALTERNATE, 2 X 4 CONTINUOUS KEYWAYS MAY BE USED FOR CONSTRUCTION JOINTS. � L. SLABS AND BEAMS SHALL NOT HAVE JOINTS IN A HORIZONTAL PLANE. ANY ` STOP IN CONCRETE WORK MUST BE MADE AT CENTER OF SPAN OR AT CENTER OF SUPPORT WITH VERTICAL BULKHEADS AND HORIZONTAL KEYS, UNLESS ' OTHERWISE SFiOWN. ALL CONSTRUCTION JOINTS SHALL BE AS DETAILED OR i AS APPROVED BY ARCHITECT AND STRUCTURAL ENGINEER. , M. ENSURE HORIZONTAL CONTINUITY IN WALLS AND FOOTINGS BY PROVIDING CORNER BARS AT WALL CORNERS AND INTERSECTIONS. UNLESS DETAILED ' OTHERWISE, CORNER BARS SHALL MATCH SIZE AND SPACING OF HORIZONTAL REINFORCING AND EXTEND A MINIMUM OF 36 BAR DIAMETERS BEYOND THE ' CORNER. N. PROVIDE STIRRUPS WITH 2-#4 TOP SUPPORT BARS FOR LENGTH OF STIRRUP SPACING WHERE TOP BARS NOT OTHERWISE PROVIDED. ' O. WIRE FABRIC REINFORCEMENT: LAP ONE AND A HALF MESH WIDTHS AT SPLICES AND WIRE TOGETHER. P. NO WELDING OF REINFORCING SHALL BE PERMITTED UNLESS SPECIFICALLY CALLED FOR OR APPROVED BY THE STRUCTURAL ENGINEER. Q. DO NOT R.E-BEND ANY BARS WITH A YIELD STRESS OF GREATER THAN 40 KSI. 11. MASONRY A. CONCRETE MASONRY: 1.) CONCRETE MASONRY UNITS SHALL BE LAID PLUMB, TRUE TO LINE, WITH LEVEL COURSES ACCURATELY SPACED. FULL UNIT MORTAR BEDDING SHALL BE USED FOR THE FIRST JOINT AT THE TOP AND BOTTOM OF WALLS AND AT INTERMEDIATE BOND BEAMS. FACE SHELL MORTAR BEDDING MAY BE USED FOR INTERMEDIATE COURSES. ALL JOINTS SHALL BE 3/8" NOMINAL AND SHALL BE TOOLED SLIGHTLY CONCAVE, AFTER MORTAR HAS REACHED ITS INITIAL SET SO THAT MORTAR WILL BE THOROUGHLY COMPACTED AGAINST EDGE OF UNITS. 2.) RUNNING BOND SHALL BE USED UNLESS OTHERWISE NOTED. 3.) HOLLOW LOAD BEARING CONCRETE BLOCK SHALL BE 8" X 16" NOMINAL FACE SIZE WITH THICKNESS AS SHOWN ON THE DRAWINGS CONFORMING TO UBC STANDARDS 24.4 AND 24.5. REDWINE-REIZUW INC. PROJECT: DATE: 3/26/03 �o�� R'�R� B��o. VILLAGE CENTER SHEEf N0. REDWINE A oNBCO 880202 SUITE 204�+ SUBJECT: S24 • � c97Q> >�—o�„ GENERAL NOTES JOB N0. 02131.0 �� . r � P" a � � , � r a B. C. � 4.) 5.) 6.) 7.) ALL BLOCK SHALL BE ASTM C90, GR.ADE N, TYPE 1 MOISTURE CONTROLLED, WITH 1900 PSI AVERAGE NET AREA COMPRESSIVE STRENGTH. BLOCK WEIGHT CLASSIFICATION: LIGHTWEIGHT, UNLESS OTHERWISE NOTED. ALL COMPLETED MASONRY WALLS SHALL DEVELOP 1500 PSI ULTIMATE COMPRESSIVE STRENGTH (F'm) IN 28 DAYS. PERIODIC SPECIAL INSPECTION NOT REQUIRED. MORTAR SHALL CONFORM TO ASTM C270 TYPE S, WITH A MINIMUM COMPRESSIVE STRENGTH OF 1800 PSI. GROUT SHALL CONFORM TO ASTM C476, WITfi A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI. REINFORCING BARS: DEFORMED BARS, MINIMUM YIELD STRENGTH 60 KSI. E. EXCEPT WHERE OTAERWISE NOTED, HORIZONTAL REINFORCING FOR WALLS SHALL BE "DUR—O—WAL" LADDER TRUSS TYPE JOINT REINFORCING PLACED AT 16" CENTERS. PROVIDE PREFABRICATED CORNERS AND TEES AT ALL WALL CORNERS AND INTERSECTIONS. HORIZONTAL JOINT REINFORCING SHALL BE PLACED IN THE FIRST TWO BED JOINTS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS, AND SHALL EXTEND A DISTANCE OF 24" BEYOND EITHER SIDE OF THE OPENING. F G H I ALL ITEMS REQUIRED TO BE BUILT INTO MASONRY SHALL BE INSTALLED AS THE MASONRY WORK PROGRESSES. CUTTING AND FITTING OF MASONRY SIiALL BE PERFORMED BY MASONRY MECHANICS USING MASONRY SAWS. MASONRY WALLS SHALL BE TEMPORARILY SHORED AND BRACED UNTIL THE DESIGNED LATERAL SUPPORTS ARE INSTALLED. LOW LIFT GROUTING: 1.) VERTICAL GROUT POUR SHALL NOT EXCEED 5'-0" IN HEIGHT. GROUT LIFTS MAY BE UP TO 5'-0" IN HEIGHT. FILL BLOCK CELLS SOLIDLY WITH GROUT A DISTANCE OF 24" BENEATIi AND 12" EACH SIDE OF BEAM REACTIONS OR OTHER CONCENTRATED LOADS. J. AT BOTTOM OF MASONRY WALL, PROVIDE DOWELS EMBEDDED INTO CAST—IN— PLACE CONCRETE OR WELDED TO STRUCTURAL STEEL SUPPORTS AT EACH VERTICAL REINFORCING BAR. DOWEL SIZE SHALL MATCH VERTICAL REINFORCEMENT. K. L. M. N. SPLICES NOT PERMITTED IN REINFORCING BARS EXCEPT AS DETAILED OR AUTHORIZED BY STRUCTURAL ENGINEER. WHERE PERMITTED, SPLICES MADE BY CONTACT LAPS, SHALL BE A MINIMUM OF 72 BAR DIAMETERS. PROVIDE ONE #5 VERTICAL, FULL HEIGHT, IN EACH OF TWO ADJACENT CELLS, EACH SIDE OF ALL OPENINGS, UNLESS OTHERWISE NOTED. GROUT ALL REINFORCED CELLS AND BOND BLOCKS FULL. REFER TO DRAWINGS AND SPECIFICATIONS FOR REINFORCING AND OTHER REQUIREMENTS. REDWINE-REIZVW INC. PROJECT: STRUCTURAI. ENGINEERS 0150 E. BEAVER CREEK BWD. REDWINE AvoNBOCO 8 eo 02 su'� 2°a� SUBJECT: � ' (970) 748-0711 VILLAGE CENTER GENERAL NOTES DATE: 3/26/03 SHEET N0. S25 JOB N0. 02131.0 � � v � � I � 4 � 0. WHEN TEMPERATURES DROP BELOW 40 DEGREES FAHRENHEIT AT ANY TIME DURING MASONRY CONSTRUCTION OR CURING PERIOD, COLD WEATFiER PROTECTION PROCEDURES PER PROJECT SPECIFICATIONS SHALL BE FOLLOWED. 12. STRUCTURAL STEEL A. B. C. STRUCTURAL STEEL: MINIMUM YIELD STRENGTH 50 KSI FOR WIDE FLANGES; 35 KSI (ASTM A53) FOR PIPES; 46 KSI FOR TUBES; 36 KSI ALL ELSE, UNLESS NOTED OTHERWISE. MINIMUM WELDS: AISC SPECIFICATION, NOT LESS THAN 3/16" FILLET, CONTINUOUS UNLESS OTHERWISE NOTED. ALL GROOVE WELDS TO BE FULL PENETRATION UNLESS NOTED. D. WELDERS: HAVE CURRENT EVIDENCE OF PASSING THE APPROPRIATE A.W.S. QUALIFICATION TESTS. E. SEE ARCHITECTURAL DRAWINGS FOR NAILER HOLES; ATTACHMENTS, ETC. F. HEADED STUD CONNECTORS: CONFORM TO A.W.S. D1.1, STRUCTURAL WELDING CODE. USE 3/4" MINIMUM DIAMETER STUDS UNLESS OTHERWISE NOTED. G. HEADED STUD CONNECTORS SHALL BE AUTOMATICALLY END WELDED IN ACCORDANCE WITH A.W.S. D1.1 STRUCTURAL WELDING CODE. WHERE POSSIBLE, CONNECTORS (OTHER THAN ON BEAMS) SHALL BE SHOP WELDED; WHERE METAL DECK OCCURS, CONNECTORS SHALL BE FIELD INSTALLED BY WELDING THROUGH THE METAL DECK. H. STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITA THE AISC SPECIFICATIONS AND CODE OF STANDARD PRACTICE AND WITH OSHA REGULATIONS, LATEST EDITIONS. 13. METAL DECK A. GENERAT, 1.) DECK SHALL BE MANUFACTURED STEEL WITH A MINIMUM YIELD STRENGTH OF 33 KSI. 2.) DECK SHALL BEAR A MINIMUM OF 1-1/2 INCHES AT SUPPORTS. 3.) DECK SUPPLIER IS NOT RESPONSIBLE FOR THE ADHESIVE ABILITY OF SPRAYED ON FIREPROOFING. 4.) ALL DECK SHALL BE GALVANIZED, PHOSPHATIZED, ALUMINIZED OR PRIME PAINTED, PER MANUFACTURER'S RECOMMENDATZON AND SPECIFICATIONS. 5.) DECK UNITS SHALL BE INSTALLED 3 SPAN MINIMUM CONTINUOUS OVER SUPPORTS WHEREVER POSSIBLE. B. ROOF DECK: 1.) NO PERMANENT SUSPENDED LOADS, OTHER THAN LAY-IN ACOUSTICAL y TILE CEILING SYSTEMS, ARE TO BE SUPPORTED BY THE STEEL DECK. 2.) ATTACH DECK TO STRUCTURE AND ADJACENT DECK PANELS PER DETAILS SHOWN ELSEWHERE IN THE CONSTRUCTION DOCUMENTS. 3.? ENDLAPS SHALL BE A MINIMUM OF 2 INCHES. � REDWINE-REIZIAN INC. PROJECT: STRUCNRAL ENGINEERS 0150 E. BEAVER CREEK BLVD. REDWINE AVONBCO 8802p2 SUITE 204A SUBJECT: � � ' (970) 748-0711 VILLAGE CENTER GENERAL NOTES DATE: 3/26/03 SHEET N0. S26 JOB N0. 02131.0 � � � �,. �. w 4.) DECK SUPPLIER SHALL PROVIDE ALL ADDITIONAL FRAMING REQUIRED TO SUPPORT DECK AT OPENINGS THROUGH DECK NOT SHOWN ON THE DR.AWINGS . C. FLOOR DECK: 1.) ATTACH FLOOR DECK TO STRUCTURE AND ADJACENT DECK PANELS PER DETAILS SHOWN ELSEWHERE IN THE CONSTRUCTION DOCUMENTS. 2.) END OF DECK UNITS SHALL BE BUTTED; DO NOT STAGGER ENDS OF DECK UNITS. 3.) NON-COMPOSITE DECK BY OTHER MANUFACTURERS MAY BE SUPPLIED IN LIEU OF THAT SHOWN PROVIDED SECTION PROPERTIES, YIELD STRESS AND LOAD CARRYING CAPACITIES EQUAL OR EXCEED THOSE SPECIFIED AND IF APPROVED BY THE STRUCTURAL ENGINEER. 4.) COMPOSITE DECK SHALL PROVIDE MINIMUM SECTION PROPERTIES SHOWN ON DRAWINGS. THE SPAN LENGTii SHALL BE DEFINED AS THE CLEAR SPAN BETWEEN SUPPORTS. 5.) TEMPORARY SHORING SHALL NOT BE USED ON NON-COMPOSITE FORM DECK WITHOUT PRIOR ACCEPTANCE OF THE STRUCTURAL ENGINEER. 14. TIMBER . e � A. B ALL TIMBER PRODUCTS SI3ALL BE IN ACCORDANCE WITH THE NATIONAL FOREST PRODUCTS ASSOCIATION, NATIONAL DESIGN SPECIFICATION, LATEST EDITION. ALL LUMBER SHALL BE VISUALLY GRADED AND HAVE A MAXIMUM MOISTURE CONTENT OF 19�. ' C. FRAMING LUMBER: 2X8 AND LARGER, DOUGLAS FIR-LARCH; ALL ELSE: fiEM- ` FIR IN THE FOLLOWING GRADES: 1.) GENERAL FRAMING: STANDARD AND BETTER OR STUD. ' 2.) STUDS: STUD OR BETTER , � 3.) FLOOR JOISTS AND ROOF RAFTERS: NO. 2 OR BETTER. 4.) BEAMS, STRINGERS, POSTS AND TIMBERS: NO. 1 OR BETTER. D. STUD WALLS: 1.) FRAME STUD WALLS WITH 2X STUDS @ 16" ON CENTER AS CALLED FOR ON THE DRAWINGS. � 2.) PROVIDE A MINIMUM OF 3 STUDS AT CORNERS. 3.) SHIM FOR BEARING ON CONCRETE SUBSTRATES. GROUT WITH 1:3 PORTLAND CEMENT-SAND GROUT FOR FULL BEARING. 4.) WHERE MULTIPLE TOP PLATES ARE CALLED FOR IN THE CONTRACT DOCUMENTS, STAGGER SPLICES AND FACE NAIL PLATES TOGETHER. 5.) PROVIDE STUDS AT OPENING JAMBS AS FOLLOWS: a. 2 STUDS AT OPENINGS LESS THAN 5'-0" WIDE b. 3 STUDS AT OPENINGS BETWEEN 5'-0" AND 8'-0" WIDE c. 4 STUDS MINIMUM AT OPENINGS GREATER THAN 6'-0" WIDE 6.) BEAR OPENING HEADERS ON MULTIPLE JAMB STUDS AS FOLLOWS: a. 1 STUD AT OPENINGS LESS THAN 8'-0" WIDE b. 2 STUDS MINIMUM AT OPENINGS GREATER THAN 8'-0" WIDE 7.) REFER TO DRAWINGS FOR SPECIAL STUD CONDITIONS E. ALL MULTIPLE MEMBER HEADERS, BEAMS AND POSTS MADE FROM FRAMING LUMBER SHALL BE NAILED TOGETHER TO FORM A SINGLE, COMPOSITE UNIT USING NO LESS THAN TWO ROWS OF 16d AT 12" O.C. �* w F. COMPLY WITH MINIMUM STANDARDS FOR FRAMING CONNECTIONS AS SET FORTH IN UBC TABLE NO. 23-II-B-1 AND 23-II-B-2 AND AS DETAILED. r � ii � � G. SHEATHING: 1.) CONFORM TO AMERICAN PLYWOOD ASSOCIATION (APA) DESIGN SPECIFICATION, LATEST EDITION. SHEATHING SHALL BE CONTINUOUS OVER THREE ADJACENT SPANS MINIMUM. 2.) FLOOR SHEATHING: 3/4" THICK TONGUE AND GROOVE APA RATED SHEATHING 32/16, EXPOSURE 1. NAIL TO SUPPORTS WITH lOd @ 6 INCHES O.C. AT ALL PANEL EDGES AND lOd @ 10 INCHES O.C. AT INTERIOR OF PANEL. GLUE FLOOR SHEATHING TO SUPPORTS WITH "TITE-BOND" (OR APPROVED EQUIVALENT). CONSTRUCTION ADHESIVE SHALL MEET APA AFG-01. 3.) ROOF SHEATHING: 1/2" THICK APA RATED SHEATHING 32/16, EXPOSURE 1. NAIL TO SUPPORTS WITH 8d @ 6 INCHES O.C. AT ALL PANEL EDGES AND 8d � 12 INCHES O.C. AT INTERIOR OF PANEL. 4.) WALL SHEATHING: 1/2" THICK APA RATED SHEATHING, EXPOSUR.E 1. ORIENT PANELS WITH FACE GRAIN PARALLEL TO WALL STUDS. NAIL TO SUPPORTS WITH 8d Q 6 INCHES O.C. AT ALL PANEL EDGES AND Sd @ 12 INCHES O:C.'AT INTERIOR OF PANEL. 5.) REFER TO DRAWINGS FOR SPECIAL SHEATHING OR NAILING REQUIREMENTS. H. ALL TIMBER CONNECTORS SHALL BE "STRONG-TIE" CONNECTORS AS MANUFACTURED BY THE SIMPSON STRONG-TIE CONNECTOR COMPANY. FOLLOW SUPPLIER'S INSTALLATION RECOMMENDATIONS. I, DECKING: 1.) DECKING SHALL BE TONGUE AND GROOVE MADE FROM SOLID TIMBER OR GLUED LAMINATED TIMBER. INSTALLATION SHALL BE CONTROLLED RANDOM LAYUP. CONNECTIONS AND INSTALLATION PROCEDURES SHALL BE PER AITC 112, STANDARD FOR TONGUE-AND-GROOVE HEAVY TIMBER ROOF DECKING. MAXIMUM MOISTURE CONTENT FOR 2" DECKING SHALL BE 15%, AND FOR 3 AND 4 INCH DECKING 19%. J. LAG SCREWS: 1.) CONFORM TO ANSI/ASME STANDARD B18.2.1-1981. 2.) CLEARANCE HOLE FOR SHANK SHALL HAVE THE SAME DIAMETER AS THE SHANK AND THE SAME DEPTH OF PENETRATION AS THE LENGTH OF UNTHREADED SHANK. 3.) LEAD HOLE FOR THREADED PORTION SHALL HAVE A DIAMETER EQUAL TO 70� OF DIAMETER OF UNTHREADED SHANK. 4.) THREADED PORTION OF LAG SCREW SHALL BE INSERTED INTO LEAD HOLE BY TURNING WITH A WRENCH, NOT BY DRIVING WITH A HAMMER. 5.) 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Po�-t� ' 2� D�,�l� S�'/1 0 V�v!(� wL y� �il � `� �=o'' C 1� �1.�,�0.� G�I b �tAf� �t l�vj �14-`'�n��E� � wN6 �o�T 1zi�i x 1 u�6 P�l w�� y�C 6 x o %ll "� '� 3�� ou� .. gl'� � �jix 6 �d'--! t " f�4� 31 �''� P�OtxS uJlb �.�A�l � ��4�` �l��s � ��6 � = i� ��t � � �. � � � � � Ul�d� ti4�v�� x �9 po/1-� �o��t�� f� D�� 3(Z�(a3 GufD � ��T��- �j 2tQLE � �1�11� �t`�t W lb R�'o T'S � '�i C.4� ��'"� � ;pW wtb �A� �M � PD� l,o�U�:� = r�F DG�'�Kt� S�l �f�r"= l =o PAGE 2 ******************************************************************************************************** CONDITIONS OF APPROVAL Permit #: B03-0029 as of 09-10-2003 Status: ISSUED *******************************************************************************************�:************ Permit Type: ADD/ALT MF BUILD PERMIT Applicant: HIGHLAND BUILDERS CORPORATION (719) 520-5100 Job Address: l22 E MEADOW DR VAIL Location: Village Center Complex Parcel No: 210108225003 Description: Exterior improvements for the Village Center Complex Conditions: Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 14 (BLDG.): ALL PENETRATIONS IN WALLS,CEILINGS,AND FLOORS TO BE SEALED WITH AN APPROVED FIRE MATERIAL. Cond: 16 (BLDG.): SMOKE DETECTORS ARE REQUIRED IN ALL BEDROOMS AND EVERY STORY AS PER SEC.310.9.1 OF THE 1997 UBC. Cond: 1 (FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE STARTED. Applied: To Expire: 03/28/2003 Issued: 04/18/2003 10/15/2003 completed, landscaping bonded, encroachment agreement set. 09/08/2003 Matt Gennett Action: AP Revisions Okay Item: 05600 FIRE DEPARTMENT 04/18/2003 mcgee Action: AP Item: 05500 PUBLIC WORKS 04/08/2003 ls Action: DN Awaiting for public way permit and fee $75.00 and staging bond in the amount of $13072.00 dollars. Encroachment agreement required to allow sidewalk to remain within town of vail stream tract, if no improvements to pool area are proposed. 04/15/2003 ls Action: AP Bond and permit fee recived by PW. :*�.*:..��..��+�:.:.:..::..::�:�.:.:*....::::.:::::..**��:.*::*:�*:..«*:.*.:**:**:.***::**.:*.�*.�:::.:*:*.:**:::*«:**..�.::*.***:**.�.:*:�*.** See page 2 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 info tion an��to� to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and s�bdiv�sion code design review approved, Uniform Building Code and other ordinances of the Town applicable thereta ,,�� - � REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS [N A V CE BY �LEPH NE AT 7 r OFFICE FROM 8:00 - 4 PM. �=-�;�� -� G __ OR�CONTRACTOR FOR HIMSELF AND OWNEF **�***************************************************************************************** TOWN OF VAIL, COLORADO Statement **************************************************************************************�:***** Statement Number: R030004653 Amount: $451.68 09/10/200308:49 AM Payment Method:Credit Crd Init: DDG Notation: credit card 4305 7221 2106 1652 O1/04 ----------------------------------------------------------------------------- Permit No: B03-0029 Type: ADD/ALT MF BUILD PERMIT Parcel No: 210108225003 Site Address: 122 E MEADOW DR VAIL Location: Village Center Complex Total Fees: $24,982.18 This Payment: $451.68 Total ALL Pmts: $24,982.18 Balance: $0.00 *****�:************************************************************************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 BUILDING PERMIT FEES 273.75 PF 00100003112300 PLAN CHECK FEES 177.93 ----------------------------------------------------------------------------- ►� � TOWN �F YAI�, - 75 S. Frontage Rd. Vail, Colorado 81657 u APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNE[��> � _ , -� ., .tl Building Permit #: � - � � � -} � � _, 970-479-2149 (inspections) REV Separate � .� j ��: �. CONTRACTOR INFORMATION" echanical, etc.! ��• � � �v�. COMPLETE REVISIONS EVALUATIONS FOR BUILDING PERMIT Labor 8� Materials REVISED AMOUNT: $ � <�� ELECTRICAL: $ �� ,vv OTHER: $ �,x, ` vb PLUMBING: $ •---�—_ � MECHANICAL: $'Z . ��j�; �� REVISED T AL: $ �� For Parcel # Contacf Parcel # Job Name: Legal Description Lot� Owners Name: �'� Architect/Desiqner: ��, , y . Countv Assessors Office at 970-328-8640 or visit www tngineer: � �� REASON FOR REVISIONS: Job Address: Blocki� II F��n9� �S f Y � Subdivision: � � � Phone: � � Phone: �! � Phone: � " � - �rr� tl � com � f� � 1 Work Class: New ( ) Addition (� Remodel ( ) Reaair ( ) 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/Type of Fireplaces Existing: Gas Appliances () Gas Logs () Wood/Pellet () Wood Burning () No/Type of Fireplaces Proposed: Gas Appliances () Gas Logs () Wood/Pellet () Wood Burning (NOT ALLOWED; Does a Fire Alarm Exist: Yes () No () Does a Fire Sprinkler System Exist: Yes () No () ***�*******�*******************�******FOR OFFICE USE ONLY***************�********************** Other Fees: Type of Construction: Acce ted B: DRB Fees Occu anc Grou : Bld /Planner Si n-off: Public Wa Permit Fee: DateReceived: F:\cdev\FORMS\PERMITS\Revised Bldg permit.doc 06/03/2003 0 Questions? Call the Building Team at 479-2325 �-�'`��'�� <.�� ''. �� g`'"� x.p � T��'.�' Of l ��1�;�''� Bui/din4 Permit Submitta/ Check/ist Department of Community Development Project Name: _ Project Address: ✓ This Check/ist must be comp/eted before a Bui/din4 Pe�mit apv/ication is accepted, o All pages of application is complete ❑ Has DRB approval obtained (if required) Provide a copy of approval form ❑ Condominium Association letter of approval attached if project is a Multi-Family complex ❑ Complete site plan submitted (4) ❑ Public Way Permit application included if applicable (refer to Public Works checklist) ❑ Staging plan (4) included (refer to Public Works checklist) No dumpster,parkin4 or material storage allowed on roadwaYs and shoulders without written approval ❑ Asbestos test and results submitted if demolition is occurring ❑ Architect stamp and signature (All Commercial and Multi family) ❑ Full floor plans including building sections and elevations(4 sets of plans for Multi-Family and Commercial) ❑ Window and door schedule ❑ Full structural plans, including design criteria (ie.loads) ❑ Structural Engineer stamp and signature on structural plans (All Commercial and Multi Family) ❑ Soils Report must be submitted prior to footing inspection ❑ Fire resistive assemblies specified and penetrations indicated ❑ Smoke detectors shown on plans ❑ Types and quantity of fireplaces shown Applicant's Signature: Date of submittal: Received By: u F:\cdev\FORMS\PERMITS\Revised Bldg permit.doc 06/03/2003 `COWN OF VAIL 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 DEPARTMENT OF COMMUNITY DEVELOPMENT NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ADD/ALT MF BU1LD PERMIT Job Address.: 122 E MEADOW DR VAIL Location......: Village Center Complex Parcel No....: 210] 08225003 Project No...: ��,,� �3 _Upi Z OWNER VILLAGE CENTER ASSOC 03/28/2003 124 WILLOW BRIDGE RD VAIL CO 81657 License: CONTRACTOR HIGHL�ND BUILDERS CORPORATI003/28/2003 2598 Palmer Park Blvd. Colorado Springs, Co 80909 License: 208-A APPLICANT HIGHLAND BUILDERS CORPOR.ATI003/28/2003 2598 Palmer Park Blvd. Colorado Springs, Co 80909 License: 208-A Desciption: Exterior improvements for the Village Center Complex Occupancy: Type Construction: Type Occupancy: R1 Multi-Family II FR Type II Fire Resistive ?� Valuation: 3,53 5,253.00 Permit #: B03-0029 Status.....: Applied...: Issued ...: Expires...: Phone: ISSUED 03/28/20Q3 04/18/2003 l 0/15/2003 Phone: (719) 520-5100 Phone: (719) 520-5100 Add Sq Ft: 0 Fireplace [nformation: Restricted: # of Gas Appliances: 0 # of Gas Logs: 0 # of Wood Pellet: 0 �ze�r*r***�s*e�es*a��rsre►*r*r*�s�r��►*�r***rs�rs*s�***r�*��s*�**s*a�:ss FEE SUMMARY sa�*�++e*s**rs��ss*�r**r***��r*+*r�*r**��e*+�*+«��+*r��*re«*r* Building------> $14, 865.15 Restuarant Plan Review--> $o. 00 Total Calculated Fees—> $24, 530.50 Plan Check---> $9, 662 . 35 DRB Fee--------------------> $0. 00 Additional Fees----------> $0. 00 Investigation-> $0.00 Recreation Fee------------> $0.00 Total Permit Fee-------> $24, 530.50 WillCall----> $3.00 Clean-upDeposit--_____.> $0.00 Payments--------------> $24,530.50 TOTAL FEES-------------> $24 , 530 . 50 BALANCC DUE--------> $0 . 00 * i * W * �h s M 4 t 4 4 t M # * � k * t i * �F 1� � # 4 �h � # �F * M� # t * � # # �! * # f # k # *! * k t * 4 t �k # i * M R M # M # # # k # k �h �A k f 4 � # # * S * * # # # # # � t M # i k t # 1� # k * # 4 # R �R I �k # # * # k M� t t * i # R �k M �F * �K b t # /�+F K # / # 4 R R # # 1� � # # i R *+k �R Approvals: Item: 05100 BUILDING DEPARTMENT 04/14/2003 cdavis Action: AP SUBJECT TO FIELD INSPECTION Item: 05400 PLANNING DEPARTMENT 04/17/2003 Matt Gennett Action: AP Revisions completed, landscaping bonded, eneroachment agreement set. Item: 05600 FIRE DEPARTMENT Item: 05500 PUBLIC WORKS 04/08/2003 ls Action: DN Awaiting for public way permit and fee $75.00 and staging bond in the amount of $13072.00 dollars. Encroachment agreement required to allow sidewalk to remain within town of vail stream tract, if no improvements to pool area are proposed. 04/15/2003 ls Action: AP Bond and permit fee recived by PW. �**��*s**s*t***�r�*�*s********sxt**�*ss�*rr�s*tr*��ts*�*�sr**e**+*sw*rr*****�#►�*�***er�*****s�r*�*s�rt�a**��►ss***�*r�*�*t*�s*�r*��r*+*�**s�*�e See page 2 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 inform 'on rent��ir��completed an accurate plot plan, and state that all the information as required is correct. I agree to comply ' i the information and plot plat�; to cpmply with all Town ordinances and state laws, and to build this structure a.ccording to the to ' ��i�uis.io� des, design�x�view approved, Uniform Building Code and other ordinances of the Town applicable thereto,_ � REQUESTS FOR INSPECTtON SHALL BE MADE TWENTY- �� FOUR HOURS IN ADVANCL B- T 3� AT OU� QE� OM 8:00 AM - 4 PM. . .; �,� � -� =�---.--. i� ,� �. - Sl ATURE OF OWNE O CODi CTOR FOR HIMSELF AND OWNEF ***********************�***************************P *G *�********************************************** CONDITfONS OF APPROVAL Permit #: B03-0029 as of 04-18-2003 ********************x�**************************************************************t******* *ED ********* Permit Type: ADD/ALT MF BUILD PERMIT Applicant: HIGHLAND BUILDERS CORPORATION (719) 520-5100 Job Address: 122 E MEADOW DR VAIL Location: Village Center Complex Parcel No: 210108225003 Description: Exterior improvements for the Village Center Complex Conditions: Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 14 (BLDG.): ALL PENETRATIONS IN WALLS,CEILINGS,AND FLOORS TO BE SEALED WITH AN APPROVED FIRE MATERIAL. Cond: 16 (BLDG.): SMOKE DETECTORS ARE REQUIRED IN ALL BEDROOMS AND EVERY STORY AS PER SEC.310.9.1 OF THE 1997 UBC. Cond: 1 (FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE STARTED. Applied: 03/28/2003 Issued: 04/I 8/2003 To Expire: 10/15/2003 *********************************************************************�**************+******* TOWN OF VAIL, COLORADO Statement ***�***�******�**�*�******�*******+*********�**�****�***********�x*******+********�********:�* Statement Number: R030003824 Amount: $24,530.5004/18/200301:14 PM Payment Method: Check Init: JAR Notation: 1470 Village Center Assoc -------------------------------------------------------------------------- Permit No: B03-0029 Type: ADD/ALT MF BUILD PERMIT Parcel No: 210108225003 Site Address: 122 E MEADOW DR VAIL Location: Village Center Complex Total Fees: $24,530.50 This Payment: $24,530.50 Total ALL Pmts: $24,530.50 Balance: $0.00 ******+***************+k*�********************��*****�**************��****�:*****�******+***** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 BUILDING PERMIT FEES 14,865.15 PF 00100003112300 PLAN CHECK FEES 9.662.35 WC 00100003112800 WILL CALL INSPECTION FEE 3.00 ----------------------------------------------------------------------------- �� `� .:��' � , u � " APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIG ��'_ �� dL Project #• Building Permit #: �,D3 -00.'� 970-479-2149 (Inspections) 1� '� TOWN OF VAIL BUILDING PERMIT APPLICATION �1WNOFYAlL Separate Permits are required for electrical, plumbing, mechanical, etc.! 75 S. Frontage Rd. Vail, Colorado 81657 CONTRACTOR INFORMATION COMPLETE VALUATIONS FOR BUILDING PERMIT Labor & Materials BUILDING: $�� j,,:x� t�� 4�%�� ELECTRICAL: $�� S Ct' f'�(�',' OTHER: $'��,��>�`Y �',: � �' PLUMBING: $ ` �jy `y�j�?,(IC� MECHANICAL� $ '(;�'°+=C.'{� TOTAL: $ , S`-'�j'_ '�"� °7_ For Parcel # Contact , Parcel # '� � ��f 1 r� Job Name: Legal Description I Lot: Owners Name:' i��,�, ��,�,,� v Architec pesigner. �— ,� , .� ,, . Engineer: �)j,iil�' �,' �� ~ Detailed description of work: Assessors Office at 970-328-8640 or visif �_� `�!�L-L �'�7l[-' �, Block: �� Filing: �+ > Address: � Address: t S� � ��ress: "'7PY�i �- Job Address: ) '� �,'t.c..° � ;,r' 1 Subdivision:�,�,�, ,l� � Phone1 .,�,�,. 1 Phone: 0 0 Work Class: New O Addition O Remodel (i� Repair (V) Demo ( V� Other O Work Type: Interior (�+xterior (� Both O Does an EHU exist at this location: Yes O No (1'' Type of Bldg.: Single-family ( ) Two-family ( ) Multi-family ( �mmercial ( ) Restaurant ( ) Other ( ) No. of Existing Dwelling Units in this building: i.�� No. of Accommodation Units in this building: � No/Type of Fireplaces Existing� Gas Appliances ((9i Gas Logs (�j Wood/Pellet (�'�j Wood Burning (�'�) _ No/Type of Fireplaces Proposed: Gas�,ppliances��} Gas Loqs O Wood/Pellet O Wood Buming (NOT ALLOWE[ Does a Fire Alarm Exist: Yes ( No () �� Does a Fire Sprinkler System Exist. Yes (� No � � *�**********************,�*****,�***�***FOR OFFICE USE ONLY***,�***********�********************** - ,a . , �.,...,,�. � i �_.. ,.._._ Other Fees: Type of Construction: " DRB Fees: Occu anc Grou : Planner S� n-off: Public Wa Permit Fee: Date Received: � �� ' ` � \\Vail\data\cdev\FORMS\PERMITS\BLDGPERM.DOC � TAV�COM.DEV. R ---�-�-..� Questions? Call the Building Team at 479-2325 �ti � � ,. � � ']J��J'�j� ; , r ` � ,� �J�j"` ��`` Bui/dinq Permit Submi�ta/ Check/ist l ll�� 11�Z.. Department of Community Development Project Name: Y� �`,s. r �� Project Address: � ✓ This Check/ist must be comp/eted before a Bui/dinq Permit app/ication is accepted. ❑ All pages of application is complete r�Has DRB approval obtained (if required) Provide a copy of approval form �Condominium Association letter of approval attached if project is a Multi-Family complex 6a' Complete site plan submitted ❑ Public Way Permit application included if applicable (refer to Public Works checklist) ❑ Staging plan included (refer to Public Works checklist) No dumpster,parkinq or material storaqe �� sbestos test and results submitted if demolition is occurring eT Architect stamp and signature (All_Commercial and Multi family) �SS Fuli floor plans including building sections and elevations(4 sets of plans for Multi-Family and Commercial) ❑ Window and door schedule � � �ull structural plans, including design criteria (ie.loads) r� Structural Engineer stamp and signature on structural plans (All Commercial and Multi Family) �f Soils Report must be submitted prior to footing inspection �Fire resistive assemblies specified and penetrations indicated o� Smoke detectors shown on plans cY Types and quantity of fireplaces shown Applicant's Signature: ,% "'"~' �- - / F:/everyone/forms/ bldperm 2 Date of submittal: Received By: 4 �� TUI9N 4F YAIL x� HOW DID WE RATE W)TH YOU? Tovm of Vaii Survey Community Development Department Rasselt Forrest, Director, (970) 479-2139 Checic allthat applies. 1. Which Departmenf(s) did you contact? Building �nvironmental Housing Admin Planning DRB PEC 2. Was your initial contact with our staff immediate � slow or no one available � 3. If you were required to wait, how long was it before you were helped? 4. Was your project reviewed on a timely basis? Yes / No If no, why not? __ 5. Was this your first time to file a DRB app PEC app Bldg Permit N/A 6. Please rate the performance of the staff person who assisted you: 5 4 3 2 1 Name: (knowledge; responsiveness, availability) 7, Overall effectiveness of the Front Service Counter. 5 4 3 2 1 8. What is the best time of day for you to use the Front Service Counter? 9. Any comments you have which wou{d allow us to better serve you next time? Thank you for taking the time to complete this survey. We are cammitted to improving our service. t V�L� PUBLIC WORKS AND THE PUBLIC WAY PERMIT PROCESS How it relates to Building Permits: ➢ Fill out the attached check list with the Building Permit Application. If yes was answered to any of the questions then a"Public Way" permit is required. You can pick up an application at either Community Development, �ocated at 75 South Frontage Road or Public Works, located at 1309 Elkhorn Drive. ➢ Notice sign-offs for utility companies. ALL utilities must field verify (locate) respective utitities prior to signing application. Some utility companies require up to 48 hours notice to schedule a locate. y A construction trafFic control/staging plan must be prepared on a separate sheet of paper. An approved site plan may also be used. This ptan will show locations of all traffic control devices (signs, cones, etc.) and the work zone, (area of construction, staging, etc.). This plan will expire on November 1st and will need to be resubmitted for consideration for approval through the winter. Be aware that your resubmission for winter may be denied depending on the location of construction. y Sketch of work being performed must be submitted indicating dimensions (length, width and depth of work). This may be drawn on the traffic control plan or a site plan for the job. : Submit completed application to the Public Work's office for review. If required, locates will be scheduled for the Town of Vail electricians and irrigation crew. The locates take place in the morning, but may require up to 48 hours to perform. ➢ The Public Work's Construction Inspector will review the application and approve or deny the permit. You will be contacted as to the status and any requirements that may be needed. Most permits are released within 48 hours of being received, but please allow up to one (1) week to process. := As soon as the permit is approved, the Building Department will be notified, allowing the "Building Permit" to be released. Please do not confuse the "Public Way Permit" with a "Building Permit". � NOTE: The above process is for work in a public way ONLY. Public Way Permits are valid only until November 15th. A new Public Way Permit is required each year if work is not complete. Re-application each November 15th does not mean an automatic renewal. I have read and un and tMe a6�Ye. '' � � -? `7 . � G�� i°�� . � �� l � � Signature Date Signed F:/everyone/forms/bldperm5 �DA�N �F � DRAINAGE AND CULVERT INSPECTIONS ARE REQUIRED BY PUBLIC WORKS! Please read and check off each of the items below: d The Town of Vail Building Department has developed the following procedures to ensure that new construction sites have adequately established proper drainage from building sites along and adjacent to Town of Vail roads or streets. � The Town of Vail Public Works Department will be required to inspect and approve drainage adjacent to Town of Vail roads or streets and the installation of temporary or permanent culverts at access points from the road or street onto the construction site. Such approval must be obtained prior to any requests for inspection by the Town of Vail Building Department for footings, temporary electrical or any other inspection. Please call Leonard Sandoval at 479-2198 to request an inspection from the Public Works Department. Allow a minimum of 24 hour notice. d'Also, the Town of Vail Public Works Department will be approving all final drainage and culvert installation with resulting road patching as necessary. Such approval must be obtained prior to any Final Certificate of Occupancv issuance. Agreed to by: Project Name: Date Signed: �ignature lff, �-'(�-v'�.� �il�b�"�' rK- � �� F: /everyone/forms/bl d perm6 VILLAGE CENTER ASSOCIATION 124 WILLOW BRIDGE ROAD • VAIL, COLORADO 81657 March 27,2003 Town of Vail 75 S. Frontage Rd. Vail, Colorado 81657 Project Name: Village Center exterior improvements Project Address: 124 Willow Bridge Rd. Vail, CO. 81657 DRB Number: DRB030012 To Whom It May Concern: The Village Center Association hereby gives Highland Builders Corporation permission to submit all Building Permit applications on its behalf. Sincerely yours, � �'r�v .....,�- � Village Center As ociation W. T. Carpenter, President ,� �« Design Review Board �� w re,.o; , ACTION FORM �,,_ �� l Department of Community Development 7'j�(,�j��j f�� {,'�� ;f 75 South Frontage Road, Vail, Colorado 81657 1 v M v V Y tel: 970.479.2139 fax: 970.479.2452 web: www.ci.vail.co.us Project Name: Village Center exterior improvements DRB Number: DRB030012 Project Description: Exterior alterations Participants: OWNER VILLAGE CENTER ASSOC 01/27/2003 Phone: 124 WILLOW BRIDGE RD VAIL CO 81657 License: APPLICANT Fritrlen Pierce Architects 01/27/2003 Phone: 476-6342 Bill Pierce 1650 Vail Valley Drive Vail, CO 81657 License: Project Address: 122 E MEADOW DR VAIL Location: 124 Willow Bridge Road Legal Description: Lot: K Block: 5E Subdivision: VAIL VILLAGE FILING 1 Parcel Number: 210108225003 Comments: Motion By: Second By: Vote: Conditions: BOARD/STAFF ACTION Action: STAFFAPR Date of Approval: 02/20/2003 Cond: 8 (PLAN): No changes to these plans may be made without the written consent of Town of Vail staff and/or the appropriate review committee(s). Cond: 0 (PLAN): DRB approval does not constitute a permit for building. Please consult with Town of Vail Building personnel prior to construction activities. Planner: Matt Gennett DRB Fee Paid: $250.00 �� r � io � �■��. GOBBELL HAYS PARTNERS, INC. ARCHITECTURE • ENGINEERING ENVIRONMENT • HEALTH • SAFETY January 22, 2003 Mr. Mark Hallenbeck Highland Builders Corporation 2598 Palmer Park Blvd. Colorado Springs, CO 80909 RE: Limited Scope Pre-Construction Asbestos Inspection Report Village Center Condominiums, Buildings A, B, and C 124 Willowbridge Rd., Vail, CO 81657 Dear Mr. Hallenbeck: Enclosed please find the asbestos inspection report for the above referenced project. The scope of work included limited sampling of suspect asbestos-containing wall and ceiling systems from the three structures referenced above in support of life safety system upgrades. If you have any questions or require additional information, please don't hesitate to call me. Sincerely, `�"'�' C � . Wade E. Anderson Vice President Enclosure 10500 East 54th Avenue, Suite J• Denver, Colorado 80239 • 303-574-0082 • Fax: 303-574-0061 • gobbhays@ghpl.com Nashville Denver Cleveland �. � �� r� TABLE OF CONTENTS SECTION PAGE 1.0 INTRODUCTION ......................................................................................................1 2.0 CERTIFICATIONS ....................................................................................................2 3.0 REGULATORY REVIEW .........................................................................................3 4.0 BUILDING DESCRIPTIONS .....................................................................................4 4.1 Building A ............................................................................................................4 4.2 Building B ............................................................................................................4 4.3 Building C ............................................................................................................4 5.0 ASBESTOS SAMPLE RESULTS ...............................................................................5 5.1 Building A ..............................................................................................................6 5.2 Building B ..............................................................................................................6 5.3 Building C ..............................................................................................................7 6.0 CONCLUSIONS AND RECOMMEDATIONS ........................................................8 6.1 Building A ..................................................................................... 6.2 Building B .....................................................................................8 6.3 Building C .....................................................................................9 APPENDICES APPENDIX A: ASBESTOS BULK SAMPLE DATA — BUILDING A APPENDIX B: ASBESTOS BULK SAMPLE DATA — BUILDING B APPENDIX C: ASBESTOS BULK SAMPLE DATA — BUILDING C APPENDIX D: PLM LABORATORY REPORT/SAMPLE CHA1N OF CUSTODY FORMS APPENDIX E: BUILDING FLOORPLANS — BUILDINGS A, B, AND C APPENDIX F: PHOTO LOG OF IDENTIFIED ASBESTOS-CONTAINING MATERIALS � 1.0 INTRODUCTION On January 13, 2003, Gobbell Hays Partners, Inc. (GHP) performed limited scope pre- construction asbestos inspections of the following buildings: Vail Village Condominiums Buildings A, B, and C 124 Willowbridge Road Vail, CO 81657 The purpose of these limited scope pre-construction asbestos inspections was to identify asbestos-containing materials (ACMs) that may be disturbed by planned life safety system upgrades. Specifically, public corridor ceiling systems and wall and ceiling systems in condominium units were sampled for asbestos prior to the installation of fire suppression (sprinkler) systems. Specific wall and ceiling systems that may be disturbed by the planned life safety system upgrades were identified by Mr. Mark Hallenbeck of Highland Builders Corporation prior to the commencement of asbestos sampling activities. All asbestos samples were collected using non-destructive methods. Environmental Protection Agency (EPA), Occupational Safety and Health Administration (OSHA), and Colorado Department of Public Health and Environment (CDPHE) regulations require proper abatement of most types of ACMs prior to initiating renovation or demolition activities that may disturb these materials. OSHA regulations require that workers be protected fram occupational hazards, including asbestos. EPA and CDPHE regulations require proper handling, storage, and disposal of hazardous materials, including asbestos. Asbestos Inspection Report Page 1 2.0 CERTIFICATIONS The following representative of Gobbell Hays Partners, Inc performed the EPA AHERA asbestos inspection: Name of Asbestos Building Inspector: Alex Orolin � �� Signature: EPA Certification No: 06/02BIR/MPRGHP02 State of Colorado Certification No: *****Need to provide. Asbestos Inspection Report Page 2 � - 3.0 REGULATORY REVIEW Following is a review of asbestos regulations that may apply to this building life safety system upgrade project. The EPA and CDPHE define an asbestos-containing material (ACM) as containing greater than one percent (>1%) asbestos as determined by polarized light microscopy (PLM) analysis. The EPA and CDPHE do not regulate materials containing less than one percent asbestos. OSHA regulations do not define asbestos-containing materials (ACMs), but state, in summary, that workers must be protected from airborne asbestos fibers, regardless of the asbestos concentration of the material. The EPA National Emissions Standard for Hazardous Air Pollutants (NESHAP) regulation requires that ACMs be identified prior to demolition and renovation activities. NESHAP requires that no friable, (able to be crumbled with hand pressure), ACMs be disturbed during these construction activities. The Colorado Deparhnent of Public Health and Environment (CDPHE), Regulation No. 8, Part B- Asbestos requires that an asbestos inspection, following the AHERA sampling protocol, be conducted on all structures prior to demolition or remodeling activities. The October 11, 1994, revision to the OSHA Standard requires that suspect ACMs in buildings built prior to 1981 be assumed to contain asbestos or that an inspection be conducted by an EPA accredited asbestos building inspector. In some circumstances, point count analysis is required for bulk samples of suspect ACMs. Point count analysis has a lower analytic sensitivity than standard PLM analysis. As stated previously, the EPA and CDPHE define an ACM as containing greater than one percent (>1%) asbestos as determined by standard PLM analysis. The NESHAP regulation requires that if standard PLM analysis determines that a sample contains less than 10% asbestos, the material must be considered asbestos-containing or be point counted. Even if the sample is found to contain trace (<1%) amounts of asbestos by standard PLM, the material either has to be assumed to be ACM, or point counted. If the point count analysis differs from the standard PLM analysis, the point count result takes precedence. If standard PLM analysis determines that a material has no asbestos or that the material contains greater than ten percent (>10%) asbestos, point counting is not necessary. Asbestos Inspection Report Page 3 � 4.0 BUILDING DESCRIPTIONS Following are brief descriptions of the three (3) structures associated with this project. 4.1 Building A This building is a four-story building that currently houses eight condominium units. The exterior walls are stucco covered masonry block and the interior walls and ceilings are textured gypsumboard. Interior walls and ceilings appeared to be covered with a homogeneous trowel-applied texture throughout. The floor decks are concrete pan decks and appear to be supported by uninsulated bar joists. Heating and plumbing systems appear to be uninsulated or insulated with iibrousglass insulations. Above-ceiling areas and some walls appear to be insulated with fibrousglass batt insulation. Please note that the only area that provided very limited above-ceiling access was the iirst floor boiler room ceiling. This building was reported to have been constructed in 1970. 4.2 Building B This building is a seven-story building that currently houses twenty-eight condominium units. The exterior walls are stucco covered masonry block and the interior walls and ceilings are textured gypsumboard. Interior walls and ceilings appeared to be covered with a variety of architectural finishes, including trowel-applied texture, spray applied texture, light texture, wallpaper, and wood. The floor decks are concrete pan decks and appear to be supported by uninsulated bar joists and fireproofed I-beams. Heating and plumbing systems appear to be uninsulated or insulated with fibrousglass insulations. Above-ceiling areas and some walls appear to be insulated with fibrousglass batt insulation. Please note that the only area that provided very limited above-ceiling access was the iirst floor boiler room ceiling. This building was reported to have been constructed in 1972. 4.3 Building C This building is a five-story building that currently houses twenty condominium units. The exterior walls are stucco covered masonry block and the interior walls and ceilings are textured gypsumboard. Interior walls and ceilings appeared to be covered with trowel-applied texture and spray-applied texture. The floor decks are concrete pan decks and appear to be supported by uninsulated bar joists. Heating and plumbing systems appear to be uninsulated or insulated with fibrousglass insulations. Above-ceiling areas and some walls appear to be insulated with fibrousglass batt insulation. Please note that the only areas that provided very limited above-ceiling access were the first floor boiler room ceiling and several ceiling access hatches in upper level public corridors. This building was reported to have been constructed in 1974. Asbestos Inspection Report Page 4 � . � > 5.0 ASBESTOS SAMPLE RESULTS Asbestos sampling in each building was limited to the areas likely to be affected by planned life safety system upgrades. Representative composite samples of wall and ceiling systems were collected in areas were these materials were likely to be disturbed. Composite samples of wall and ceiling materials typically consisted of gypsumboard, texture and joint compound. Mr. Mark Hallenbeck of Highland Builders Corporation provided verbal guidance and floorplans noting life safety system upgrades. In summary, the asbestos sampling scheme consisted of one sample of public corridor ceiling material, one sample of condominium unit wall material, and one sample of condominium unit ceiling material per floor. All samples were taken using non-destructive methods. Bulk samples of suspect ACMs were collected by GHP using a modified AHERA sampling protocol as detailed in 40 CFR 763, Subpart E. Bulk samples were given unique identification numbers and labeled according to EPA regulations. Bulk asbestos samples were randomly collected from homogenous areas of suspect ACMs by Alex Orolin, a State of Colorado certiiied asbestos building inspector. If several samples of a homogeneous suspect ACM are analyzed, only one sample needs to be reported as ACM for the entire homogeneous area to be identified as ACM. All bulk samples were submitted to Reservoirs Environmental Services, Inc. (RESI), which is an independent laboratory. RESI is accredited through the National Institute of Standards and Technology (NIST) and participates in the NIST National Voluntary Laboratory Accreditation Program (NVLAP) as required by the EPA. Bulk samples were analyzed by Polarized Light Microscopy (PLM) as required by the EPA (40 CFR Part 763, Subpart F, Appendix A). Asbestos concentrations were visually estimated andlor point counted and reported in percent asbestos for each layer of the sample. The EPA and CDPHE define an asbestos-containing material (ACM) as containing greater than one percent (>1%) asbestos as determined by polarized light microscopy (PLM) analysis. Friability means the ability of a material to be crumbled by hand pressure and influences the potential of a material to emit airborne asbestos fibers. Regulated asbestos-containing material (RACM) means friable ACM, Category I nonfriable ACM that has become friable, Category I nonfriable ACM that will be or has been subjected to sanding, grinding, cutting, or abrading, or Category II nonfriable ACM that has a high probability of becoming or has become crumbled, pulverized, or reduced to powder by forces expected to act on the material in the course of demolition or renovation operations. Asbestos Inspection Report Page S � Following is a discussion of asbestos sample results by building. 5.1 Building A Five (5) composite asbestos samples of wall and ceiling systems were taken on the iirst and third floors. Interior walls and ceilings appeared to be covered with a homogeneous trowel-applied texture throughout. PLM laboratory results indicate that none of the sampled materials contain asbestos. No samples were taken on the second and fourth floors, because it was reported that no life safety system upgrades are planned in these areas. No samples were taken inside the third floor condominium units, because none of these units could be accessed. Please note that the only area that provided very limited above-ceiling access was the first floor boiler room ceiling. Asbestos sample results are summarized in Table 1 of Appendix A. The PLM laboratory report is provided in Appendix D. Sample chain-of custody forms are provided in Appendix D. Sample locations are noted on building floorplans provided in Appendix E. Photographs of asbestos containing materials are provided in Appendix F. 5.2 Building B One (1) sample of spray-on structural fireproofing was taken in the first floor boiler room. PLM laboratory results indicate that this material contains 8.5% chrysotile asbestos. Please note that only one sample of this material was taken due to very limited above-ceiling access. Nineteen (19) composite asbestos samples of wall and ceiling systems were taken throughout the building. Interior walls and ceilings appeared to be covered with a variety of architectural finishes, including trowel-applied texture, spray applied texture, light texture, wallpaper, and wood. In summary, interiar wall and ceiling finishes varied throughout the building and would not be considered homogeneous. PLM laboratory results indicate that nine (9) of the sampled wall and ceiling textures contain from <0.25%-2.25% chrysotile asbestos. These ACMs were observed to be non-friable and in good condition at the time of this inspection. Please note that the only area that provided very limited above-ceiling access was the first floor boiler room ceiling. No samples were taken inside the fifth floor condominium units, because none of these units could be accessed. Asbestos sample results are summarized in Table 2 of Appendix B. The PLM laboratory report is provided in Appendix D. Sample chain-of custody forms are provided in Appendix D. Sample locations are noted on building floorplans provided in Appendix E. Photographs of asbestos containing materials are provided in Appendix F. Asbestos Inspection Report Page 6 ■■ ■�� ■�� _ 5.3 Building C Fifteen (15) composite asbestos samples of wall and ceiling systems were taken throughout the building. Interior walls and ceilings appeared to be covered with a homogeneous trowel-applied texture or a homogeneous spray-applied texture. PLM laboratory results indicate that none of the sampled materials contain asbestos. Please note that the only areas that provided very limited above-ceiling access were the first floor boiler room ceiling and several ceiling access hatches in upper level public corridors. Asbestos sample results are summarized in Table 3 of Appendix C. The PLM laboratory report is provided in Appendix D. Sample chain-of custody forms are provided in Appendix d. Sample locations are noted on building floorplans provided in Appendix E. Photographs of asbestos containing materials are provided in Appendix F. Asbestos Inspection Report Page � y � � s 6.0 CONCLUSIONS AND RECOMMENDATIONS Gobbell Hays Partners, Inc. makes the following general recommendations: • This limited scope pre-construction asbestos inspection report was conducted in support of the life safety system upgrade project and should only be used for this project. In the event of a more extensive remodeling or demolition project, it is recommended that a comprehensive asbestos inspection be performed prior to commencement of the project. • As a best management practice, a copy of this limited scope pre-construction asbestos inspection report should be maintained on-site and available for review for the duration of the life safety system upgrade project. • As a best management practice, a copy of this limited scope pre-construction asbestos inspection report should be maintained by the building owner for a period of at least one year after completion of the life safety system upgrade project. • In the event that suspect ACMs are encountered during demolition ar renovation activities and the materials were not discussed in this report, no work should continue until the suspect ACMs are sampled and verified as non-ACM. 6.1 Building A • Sample results indicate that asbestos is not present in the first and third floor public corridor ceilings and the first and third floor condominium ceilings and walls. Removal of the first and third floor public corridor ceilings and the cutting of access holes in the first and third floor condominium unit ceilings and walls may commence without special precautions related to the disturbance of ACMs. 6.2 Building B • A single sample of spray-on structural fireproofing was taken in the first floor boiler room and found to contain 8.5% chrysotile asbestos. If this material is found elsewhere in the building it should be assumed to contain asbestos and not disturbed. • Nineteen (19) composite asbestos samples of wall and ceiling systems were taken throughout the building. Interior walls and ceilings appeared to be covered with a variety of architectural finishes, including trowel-applied texture, spray applied texture, light texture, wallpaper, and wood. In summary, interior wall and ceiling finishes varied throughout the building and would not be considered homogeneous. PLM laboratory results indicate that nine (9) of the sampled wall and ceiling textures contain from <0.25%-2.25% chrysotile asbestos. Because the various asbestos- Asbestos Inspection Report Page 8 � , , � ., ■� � ■■... - containing and non-asbestos wall and ceiling textures are indistinguishable, it is recommended that all wall and ceiling systems throughout the building be assumed ACM. • Mr. Mark Hallenbeck of Highland Builders Corporation described disturbances to the ACM wall and ceiling systems for the life safety systems upgrade project as follows. All public corridor ceilings will be removed in order to install fire suppression system piping and sprinkler heads. 2'X2' access hatches shall be cut in condominium unit walls and ceilings to install fire suppression system piping and sprinkler heads. Details associated with the life safety systems upgrade project are shown on the floorplans provided in Appendix F. Following is a cost estimate for the asbestos abatement required for the life safety system upgrade project: - Removal of 7 ACM public corridor ceilings (7X 4'X64' = 1750 sq. ft.) _ $21,000.00 to $24,000.00. - Removal of approximately 220 2'X2' access hatches from condominium unit ACM walls and ceilings (220X 2'X2' = 880 sq. ft.) _$27,500.00 to $31,000.00. - Estimate for total asbestos abatement project costs =$48,500.00 to $55,500.00. • It is recommended that a formal asbestos abatement project design and bid documents be developed in order to secure best value, protect the building owner from liabilities, and maintain regulatory compliance. It is also recommended that a reputable asbestos consultant be retained for project oversight and air monitoring in order to protect the building owner from liabilities associated with asbestos abatement and maintain regulatory compliance. • It is recommended that extreme care be used by the tradespeople when "matching" the new wall and ceiling finishes to the existing ACM wall and ceiling textures. Speciiically, the existing ACM wall and ceiling textures should not be sanded, cut, drilled or abraded. 6.3 Building C • Sample results indicate that asbestos is not present in the public corridor ceilings and condominium unit ceilings and walls. 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ENV. SERV. Wade Anderson Gobbell Hays P�rtners, Inc, (CO) 10500 E. 54th Avenue, Suite J D�nver CO 80�3� Dear Mr. Ander�bn, Reservoirs Environmental, Inc. Zp59 Bryant Si. D�nver, GO 80211 (303) 964-1�86 Fax (303) 477-4275 Toll Fre� (86G) RtSI-ENV l�j ool Project D¢scription: RES 90156-1,2 03501.05 Vfllage Center Condominiums `°servoirs Envirbnmental, Inc, has analyzed bulk material samples by Polarized Light Microscopy (PLM) for asbestos .�ntent as per y�ur request and results were telephoned to your oifice. PLM was used to analyze the bulk materials in compliance with► guidelines established by ttie USEPA (EPA/600/R-93/116). The Analylicaf Results arc presented in Table l. RES 90156-1,2 is ihe job number assigned to this study. This report is considered hiyl�ly conTidential and the sole property of ths Customer. Rcservoirs Environmental, Inc. will not disc i S�O the samplessanalyzedth Samplesew II be than those of �h� client. The results dpscribed in this repo�t only app y disposed of aft�r sixty days unless longer storage is requested. The US EPA g�ideline was developed for use on friable building rira�terials and recommends the use of additional analyses for non-friable materials such as floor tiles. Reservoirs Et�vlronmental, 1nc. recommends additional analyses to eonfirm negative PLM results on floor tiles_ This report must n�t be used to clai a endues ons aboutrthis report, plefase feel frcesto call/me at 964n1y86ency of the U.S- Government. If you should have y q Sincerely, Jeanne SpenC�r Orr President Analyst(s); — � ` -Paul D. Lo�e�lzo Wenlong Liu aul F. Knap�� Rich Wegrzyn Page 1 of 7 O1/17%0� FRI 09:32�FA$ 30a4774275 � RES. ENV. 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SERV. � ` _Q � ro � U 2 a `° m� �� z � 4 W ,i m Z ° " C�y ° li J O j � m J W � v� ,^ V G v� U � � a J O � o � z W � W � lJ.� J m N � � � >, iV s U v� ci � .� 'c � � �c y o � c � m � a r pA, C) o a o rN.' � N N � N CD �i C M r 'ct � x � U r e- O d O � �` .0 � �,� a- � Co Vi � tti L.l.i � M � R7 .•.1 d' C6 � C7 O � '� n. N -'� � a C • V � � � .d .� � V U N � � � �C z � � � ` � � � U U N d" N Z � � o- � �D � .o .o � � _ � � �� G C T GE � C9 N N� f� �� w `°' _ _ CD C � Cq ��UU❑QI—� �A �n '^ O � O O �� C �� O I� n O � N `� � � G � O a � O U O O y y\° O N O O � c" Z � � C N o Q � E a A � v ❑ � ❑ ❑ ?:>;:`: � � Z Z Z Z «:: � � _` E �< - L�i : N ::0::. W V� •------- i+r: :Q:: .r.: :�': a1<: �: y'' p �'; `N C � � � � � O �' � c t0 ° c � a " 'ca .N .` � a L u�i 'ca ° � Q �' .�" m � � � � � � � E� r E �� 3a� s � c � � F� F�- � ._.i ._c: :- w� Q m Q m O � � CrJ M N 1�. ►� � � � � � � � J � W W I a M � � � L O O Q7 v a� O O d E � M M i� Z m m 0 C�7j 007 � Q . d _' � m Q � .o � U � �o E a� � II C � �� .� � � u 7 QV G u 0 � H II p O �a " � Page l,f � RESERVOIRS ENVlRONMENTAL SERVICES, INC. gES 90156 1827 GRANT STREET RESI Jo6 DEfVVER, CO 80203 - Pr,00e: taoa► asai9as Par. (3031 863-9196 wnTS: t-soas�s-r3�t Due Date: PAGER: 28i-3650, 76a5250 and 760-3206 AFiER HOURS USE ONLY Due Time: SAMPLES SUBMfTTID BY: �INVOICE TO: (iF DiFFERENl7 Comoany: GobbeU Hays ParU�ers, Inc. aadress: 10500 E. 54th Avenue, Suite J Denver, CO 80239 Phone: 303-5740082 Fax 303-574-0061 Phone: Fax: Number and/or P.O. A': O3Sd I. � DasarotioNLocatioo: �/.'��,.. e _ (� ASBfST05 LABORA70flY HOURS: Weekdays: 6 am - 9 pm Weakends: 8 am - 5 pm Pri � ce REQUIRED for weekend PLM turnaround P %PL�1A _ 2 Fbur RUSH � 24 taur _ 3-5 weekdays P,ior Notiu REQUIRED for TEM 6 Hour RUSH TEM _ 6 Ha�r R175H _ 241nur _ 3-5 weekdays 3-5 weekday turnaround subjact to lab wlume, we will noofy you if detays are expected. Addaional fees may apply for TEM analysis aher laboratory hows or PLM ana�ysis on weeke�ds. Samples will be analyzed during labontory hours unless after-hows service is authorized. MEfALS l/18pfi/►TORY HOURS: Weelcdays: 8 am - 5 pm � _ SPECIAL RUSH _ 24 Mo�r &5 Day TCLP SPEpA� tiUSN 5 Day t0 Day Rior Notice REQUIRED for SPECIAL RUSH AA or TCLP $PCCW I II1511tiCIlORS: ,. Z. - o Z 3• — O a. _ p 5. -- OS s. - bG ' �� -O 8. — � 9. —� 10. -- % � 11. ..-- � 12. �(Z 13. " � 14. r � 15. i0 "' % � Number of samples raceived: IUse as many additional sheats as needed.l NOTE: If the package has sustainad substantial damage or the custody seal is broken, stop a�d comact project manager and shipper. RESI will analyze incoming samples based upo� information received with those samples. RESI is not responsible for errors or omissions in wlculations resuhing ftom the inaecuracy of original data. Turnaround times are based upon times of receipt by Laboratory. Call Laboramry for number of samples guaranteed in shart t naround. FiPlinqUlSfi9d By: � ` Oate/iime: l��j I o� �/� � —� Client Samole Number 1.�035d1,0�' - O � I BULK PCM 7400A, 74008, OSHA TEM AHERA, Leve111, 7402, +/- SEM XRU Total, Respirable AA Flame. Furnaca Metal Dust Total, Respirable PLM Short report, Long report, PoiM Count TEM +/-, QuaM, Seme-quant SEM +/- XRD Quartz, Other AA Flame, Fwnace, Metal Paint, Soil, Dust, Wipe, TCLP, RCRA 8 TER eTEM DrinkinA, Waste Water AA Drinking. Waste Water, O Specify �.awracory use vruy Recaived SY� Date/Time: ` Grrier: Condaion of pac age custody seal upan receipt: �' (�� RESIfLTS: Contact Page Phone Fax Date Time tnitials SPUZS: ;AutMorization By�me: ' `Analqtical Methodlfurnaround: .w9ltR/9A ��Rnc�dt< /lnn- Ge�..i... n.,.. Metal '' Page? o+ � RESERVOIRS ENVlRONMENTAL SERVICES, 1NC. 1827 GRANT STREET RESI Job i�: �o DEfJVER, CO 80203 Phone. (303) 83Q7986 Fa�c: (303) 863-9796 WATS: 1-8048757374 Due Date: PAGER: 281-3650, 760-5250 and 760-3206 AFTER HOURS USE OMIY Due Time: SAMPIFS SUBM(T�ED BY: INVOICE TO: fiF DiFFERENT? Camvany: Gobbeil Hays Partners, lnc. aadress: 10500 E. 54th Avenue, Suite J Denver, CO 80239 , � Project Number and/ar P.O. X: ��j �� Phone: 303-5740082 Fax 303-574-0061 Phone: Fax: 3ESTOS LABORA70RY HOURS: Weekdays: 6 am - 9 pm Weekends: 8 am - 5 pm Pria ace REnUiRED for weekend PLM turnarou�d M� _ 2 lio�s RUSH �24 hour _ 3-5 weekdays Prior Notiu REQUIRED for TEM 6 Hour RUSH 1A 6 Har RUSH 24 har 35 weekdays 3-5 weekday tumaround subjea to Wb volume, we wiil rwtify you 'rf delays are expected. rtional fees may apply for TEM analysis ahe� la6ora[ory haurs or I analysis an weekends. Samples will be analyzed during ratory hours unless after•hours service is auihorized. METALS LJ1BOfiATORY HOURS: Weekdays: 8 am - 5 pm AA _ SPECIAL RUSH _ 24 Har _&5 Day TCLP SPEpAI RUSN _ 5 Day 10 Oay Priar Notice REQUIRED for SPECIAI RUSH AA or TCLP $�CC18I I f 15 V UGL10R5: AIR PCM 7400A, 74006, OSHA TEM AHERA, level II, 7402, +/- SEM XRD Total, ResO'vable � • AA Flame, Furnace Metal Dust Total, Resp'uabfe BUL1C: Short repo Long report, Point Coum � � TEM +/-. Quant, Semi-quant SEM +/- XRD Quartz, Other � AA Flame, fvmaCe, Metal Paint, Soil, Dust, Wipe, TCLP, RCRA 8 WATER e TEM Drinking, Waste Water AA Drinking, Waste Water, � Specify Ciient Samole Number Volume EM � ,. f3o 35oi.o , �l G Nl►� Z. - I 3. 4. � 5. �' � 6. ^ Z � 7. ^2 e. —Z 9. 'Z ,o. --Zs ,,. _ z-6 , z. _ Z. ,s. —Z � a. r �. ,5. — a Number of sampiss raceived: IUse as many additional sheats as needed.! NOTE: ff the package has sustsined substantial damage or the custody seal is broken, stop and contact project manager and shipper. RE51 will analyze incoming samples based upon infarmation received with those samples_ RESI is �ot responsible for ertots or omissions in calculations resuhing from the inucuracy of original data. Turnaround times are based upon times oi receipt by Laboratory. Call Laboratory for number af samples guaraniead in short r rourd. .RCiinquished $y: �--) Date/Time: � 3 V 3 � ey: . RESULTS: Contact �J Date/7ime: Condition of packag /e stody seal upon receipt: ��,` Page Phone Fax Date SPUTS: Autfiwrization Symme: "A�aiyticai MethodTLumaround: rev9/16/96 Results Duar Fioc�dtc n�,*• C7 Time Initials Metal '�' Page 3 of 3 R�SERVOIRS ENVlRONMENTAL ScRV10ES, INC. 1827 GRANT STREET RESI Job �_ DENVER, CO 80203 Phw�e: f3o3► 83p-7986 Fa�c 1303) 8639796 WATS: 7-8 046 78-7374 Due �ate: PAGQi: 287-3650, 760-5250 and 76�3206 AFTER HOURS USE ONLY Due Time: ` SAMPL�S 5t18MiTTED SY: iNVOiCE TO: qF DiFFERIIJn Compan�: Gobbeil Hays Partnets, Inc. address: i 0500 E_ 54th Avenue, Suite J Denver, CO 80239 Pnone: 303-5740082 Fax 303-574-0061 Pho�e: Fax: Project Numbet and/ar P.O. �: � 5� Q� IASBESTOS LABORATORY HOURS: Weekdays: 6 am - 9 pm Weekends: 8 am • 5 pm Pri ce REQUIRED for weekend PLM turnaround PC /PLM _ 2 Hac RUSH � 24 hour _ 3-5 weekdays Prior Notice REQUIRED for TEM 6 Hour RUSH TEM _ 6 Har RUSH T4 hwv 35 weekdays 3-5 weekday turnaround subject to 1ab volume, we wiil notify you ff delays are expected_ Additional fees may apply for TEM analysis aher laboratory hours or PLM analysis on weekends. Samples will be analyzed during laboramry hows unless aftm-hours service is authorized. METALS LABpRATORY HOURS: Weekdays: 8 am • 5 pm AA _ SPEGAL RUSH _ 24 Har _ 3-5 Dty TCLP sPEEan� Ri1sH s Day 10 oay Prior Notice REQUIRED Por SPECIAL RUSH AA or TCLP Speaal lnstructions: Client Samole Number �� o3So/.oS- 31 Z. - 3 Z 3. � 4. — 2 c/ 5. — � S s. — 3�., �. - 3 � 8. - 3�3 9. � 3S AIR PCM 7400A, 74006, OSHA TEM AHERA, Levei ll, 7402, +/- SEM XRD Total, ResD�rable • AA Flame, Fumace Mecal Dust Total, RespiraWe B�1LI�: P� Short report Long report, Point Count TEM + -, Quam, Semi-quant SEM +!- � XHD Quartz. Other AA Flame, Furnace, Metal Pai�t, Soil, Dust, Wipe, 7CLP, RCRA 8 eTEM Drinking, Waste Water AA Drinking, Waste Water, � Specify Volu� N EM # 10. ` C.{� >>. 12. 13. 14. 15. Number of samples received_ . IUse as many additional sheets as needed.) NOTE: If the package has sustained wbstantial damage or the custody seal is broken, stop and contact project manager and shipper. RESI will analyze incoming samples based upon informatian received with ihose samples. RESI is not responsible for errors or omissions in wlculations resuhing from the inaccuracy af original data. T maround Limes are based uDOn times of receipt by Laboratory. Cal� Laboratory for number of samples guaranteed in short rou�. � � RP1lnquislled `By: --) Dateffime: �� J b� I�� .a��ory use vruy � Receivad By: DatelTime: � �� Carriar. Condision of packag ! ody seal uAon receipt: ��`��— RESULTS: Coniact Page Phone Fax Date Time Initials JTS: Authorizaiion ByTme: `Analyticai MethodlLumaround: sns/ss Results DuP� Ra��n� n��.• Metal TOWN OF VAIL 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 Job Address: Location.....: Parcel No...: Project No : NOTE: r � DEPARTMENT OF COMMUNITY DEVELOPMENT THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ELECTRICAL PERMIT 122 E MEADOW DR VAIL 124 Willow Bridge Road 210108225003 �2Z, .��ci"Z OWNER VILLAGE CENTER ASSOC 124 WILLOW BRIDGE RD VAIL CO 81657 License: CONTRACTOR AVALON INDUSTRIES, INC. 10485 N. Norfork Court Commerce City, Colorado 80022 License: 348-E APPLICANT AVALON INDUSTRIES, INC. 10485 N. Norfork Court Commerce City, Colorado 80022 License: 348-E Permit #: E04-011l ?�5 t� ��1 Status . . . : ISSUED Applied . . : 06/29/2004 Issued . . : 08/11/2004 Expires . .: 02/07/2005 06/29/2004 Phone: 06/29/2004 Phone: 303-919-5019 06/29/2004 Phone: 303-919-5019 Desciption: ELECTRICAL WORK FOR NEW HOT TUB Valuation: $4,000.00 **ax********x******x*t*r�x*s*x******a**exx***xx**xs*x***rsa►x*x*t*r*x FEE SUMMARY **x**«**s*****xx**xr**xs************x*:t*rx****«*x*********** Electrical---------> $72.00 TotalCalculatedFees--> $75.00 DRB Fee---------> $ 0. 0 0 Additional Fees----------> $ 0. 0 0 Investigation----> $ 0. 0 0 Total Permit Fee--------> $ 7 5. 0 0 WillCall---------> $3.00 Payments------------------> $75.00 TOTAL FEES--> $ 7 5. 0 0 BALANCE DUE--------> $ 0. 0 0 ■x*****xs*M**x*******►*a*�x**x*e**�a:��*x**xs**za*�xx*:*:*�*:s**�x*****x*arxxx***s**x***s*rx�**x*x********s*****s***«*:*s**►*x*x**:x****r**r**+r• Approvals: Item: 06000 ELECTRICAL DEPARTMENT 06/29/2004 JS Action: AP Item: 05600 FIRE DEPARTMENT .***.*.******.**.*.***.:**�**.*.«.*:*:******�*�.*�***.*x..*�..*..*:*..**.:*.**.*.***«**::�**.«.**�..:***.,.***.******.«********.******.******+**** CONDITIONS OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. ***.*«�**�*«******�**********�:.****«***.�:***.�*.:**..*.*:.*..:**«.::**«*.*:�****:::�:M**.***�*:*«**..******�:M**.«**.*:***.*.*****.**«*� *.***.*.** DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, Uniform Building Code and other ardinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALI, BE MADE TWENTY-FOUR HO +++�*�*�*�****�*************************************************************�*�**�********** TOWN OF VAIL, COLORADO Statement ******************************************************�****:x***:x**:x*:x*****************�x*�*** Statement Number: R040006404 Amount: $75.00 08/11/200402:59 PM Payment Method: Check Init: LC Notation: #582/Brandon Cushman ----------------------------------------------------------------------------- Permit No: E04-0111 Type: ELECTRICAL PERMIT Parcel No: 210108225003 Site Address: 122 E MEADOW DR VAIL Location: 124 Willow Bridge Road Total Fees: $75.00 This Payment: $75.00 Total ALL Pmts: $75.00 Balance: $0.00 ********************************************�*****************�x*******�x****�**************** ACCOUNT ITEM LIST: Account Code ------------------ EP 00100003111100 WC 00100003112800 Description TEMPORARY POWER PERMITS WILL CALL INSPECTION FEE Current Pmts 72.00 3.00 ----------------------------------------------------------------------------- �2Ja � - 6d ( Z- " APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNF� Project #: =t-�`�-0� - {}E3i9 � Building Permit #: -- �� '/ Electrical Permit #: T ��± °` �""� : ;� 970-479-2149 (Inspections) �owN nF �A�, OW wV L LECT aQ` PE t I P ICATION 75 S. Frontage Rd. va�i, Colorado si6s� „ s� F � R E C E( V E D Electrical Contractor: /7l.�.-'+�C7'7 %/%GvS %/ i e" E-Mail Address: Contractor Signature: --� �d � _ CONTRACTOR INFORMATION Town of Vail Reg. No.: Contact and Phone #'s: �' �' �� .� '� ��' �' ' �c� / C� � SQ. FEET FOR NEW BUILDS and VALUATIONS FOR ALL OTHERS (Labor & Materials) AMOUNT OF SQ FT IN STRUCTURE: ELECTRICAL VALUATION: $ �f �y� Contact Ea /e Coun Assessors Office at 970-328-8640 or visit www, ea /e-coun , com for Parce/ # Parcel # �Q��j � S'"d� Job Name: Job Address: /�� i'��"" ��''. ��.�' �f ��G� � �F'/'�/�/. � Legal Description Lot: Block: Filing: Subdivision: Owners Name: Address: Phone: Engineer: Address: Phone: Detailed description of work: � j��'�,°c'� � �� G� �,y�� , �--T�� c%m 5 � �%�r��%r� C��T�-/S',_ 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 (��testaurant ( ) 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 () No () Does a Fire Sprinkler System Exist: Yes () No () ��:��,��:��:��x�:��:��,�xxx��x��r��FOR OFFICE USE ONLY�x��xx*,��,��**��x��:*�*�*:��* � 4 \\Vail\data\cdev\FORMS\PEKMITS\ELECPERM.DOC ,. 07/26/2002 � ❑ ❑ ❑ ❑ ❑ ❑ ❑ 1 V�t� Amendment to the 1999 N.E.C. Town of Vail Ordinance 10-1-6. Overhead services are not aliowed in the Town of Vail. Underground services have to be in conduit (PVC) from the transformer to the electric meter, main disconnect switch and to the first electrical distribution circuit breaker panel. The main disconnect switch shall be located next to the meter on the exterior wall of the structure easily accessible. All underground conduits are required to be inspected before back-fiiling the trench. In multi-family dwelling units, no electrical wiring or feeder cables shall pass from one unit to another. Common walls and spaces are accepted. NM Cable (Romex) is not aliowed in commerciaf buiidings or structures exceeding three (3) stories. No use of aluminum wire smaller than size #8 will be permitted with the Town of Vail. TOWN OF VAIL ELECT�YCAL PERMIT GUIDELINES ❑ All installations of exterior hot tubs or spa's require a DRB approval from planning. This application will not be accepted without a copy of the DRB approval form attached (if applicable). ❑ If this permit is for installation of an exterior hot tub or spa on a new elevated platform or deck over 30" above grade, you must also obtain a building permit. ❑ If this permit is for installation of an exterior hot tub or spa on any existing deck or elevated platform, a structural engineer must review the existing condition and verify that it will support the added concentrated load. Please provide a copy of the structural engineers wet stamped letter or drawing with this application. ❑ If this is a remodel in a multi-family building with a homeowners association, a letter of permission from the association is required. ❑ If this permit is for a commercial space, two (2) sets of stamped drawings are required. I have read and understand the above. •��/� l� �� a Si ature �-~ `�� (� ✓ Date Signed , If you have any questions res�arding the above information or have additional questions, please contact the Town of Vail Electrical Inspector at 970-479-2147. The inspector can be reached on Tuesday, Thursday and Friday mornings between the hours of 8am and 9am. You may also leave a voice mail and the inspector will call you back. TOWN OF VAIL 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 DEPARTMENT OF COMMUNITY DEVELOPMENT NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ELECTRICAL PERMIT Job Address: 122 E MEADOW DR VAIL Location.....: 124 Willow Bridge Road Parcel No...: 210108225003 Project No : �� j Uj 5-Uc� � Z OWNER VILLAGE CENTER ASSOC 124 WILLOW BRIDGE RD VAIL CO 81657 License: CONTR.ACTOR PREMIER ELECTRIC CO., INC P. O. BOX 1418 GYPSUM, CO 695 LINDBERGH DR. EAST GYPSUM, CO 81637 License: 149-E Permit #: E04-0123 � 3 -v6z� ��°`� -or�c7 Status . . . : ISSUED Applied . . : 07/12/2004 Issued . . : 07/12/2004 Expires . .: 01 /08/2005 07/12/2004 Phone: 07/12/2004 Phone: 970-328-9377 APPLICANT Fritzlen Pierce Architects 07/12/2004 Bill Pierce 1650 Vail Valley Drive Vail, CO 81657 License: Desciption: POOL BONDING AND LANDSCAPING Valuation: $11,000.00 Phone: 476-6342 r***r**a****x**�******s�*�*******�****r*a*�s�***a*�*r�***s*�******sr* FEE SUMMARY *r**:�*****�*t*r*s**********�*******rs**s�r*******��*x****�r* Electrical---------> $19 S. 0 0 Total Calculated Fees--> $ 2 01. 0 0 DRB Fee---------> $0. 00 Additional Fees----------> $o . 00 Investigation----> $0. 00 Total Permit Fee--------> $201 . 00 Will Call---------> $3 . 00 Payments------------------> $201 . 00 TOTAL FEES--> $201. 00 BALANCE DUE--------> $0. 00 ****asx*s*s*sx�►**s*rrx***ss:***rs:xe*rss�s****sr:�*r::rsssr*s*ssss**stssrrsvs�:*exxrsss«:s*►ss:s*rrs*****sss�*rss*�sr**ssa:*r*ss*�**xsr�**+<*****s Approvals: Item: 06000 ELECTRICAL DEPARTMENT 07/12/2004 JRM Action: AP Item: 05600 FIRE DEPARTMENT **�«******�**a*r****r*�****�****«�*s**a*:*:*:**r:s�r�**ra*s►s�:a:et*ss*«*s*a:*rss::�*:*t**rsr**:r*a*a:s**ss*�*:�«:****::*x*:�:**r**�«******:*x**s***x* CONDITIONS OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. **�*.**.*.*�*«***�*****:��**.�:��.*.*+**:��::::s..:.:*:.r*.:***�*..*:*****.*:**�.*.s.***.«*.:***s..s**s.*:**s**«:«*********.:�«�.�.*�:***�*****�*+, 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, Uniform Building Code and other ordinances of the Town applicable thereta REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TE �EP�iONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM. SIGNATURE O�NER aR CONTRACTOR FOR HIMSELF AND OWNEF **�********�**************************************************************************�***** TOWN OF VAIL, COLORADO Statement ****************************************************************************:�*************** Statement Number: R040006208 Amount: $201.00 07/12/200402:38 PM Payment Method: Check Init: DDG Notation: Premier Electric 1511 ----------------------------------------------------------------------------- Permit No: Parcel No: Site Address: Location: E04-0123 Type: 210108225003 122 E MEADOW DR VAIL 124 Willow Bridge Road ELECTRICAL PERMIT Total Fees: $201.00 This Payment: $201.00 Total ALL Pmts: $201.00 Balance: $0.00 ��***************************************************************************************** ACCOUNT ITEM LIST: Account Code EP 00100003111100 WC 00100003112800 Description TEMPORARY POWER PERMITS WILL CALL INSPECTION FEE Current Pmts 198.00 3.00 ----------------------------------------------------------------------------- � APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNED �U� ��j/ � ro'ect #• 7 �ilding Permit #: ctrical Permit #: � 970-479-2149 (Inspections) ?�OWNUFYAIL .r,�..... �� ••.�r� r� r�-rnr�w� n�nur�r w�� T�`ATTAIU 75 S. Frontage Rd. Vail, Colorado 81657 CONTRACTOR INFORMATION COMPLETE SQ. FEET FOR NEW BUILDS and VALUATIONS FOR ALL OTHERS (Labor & Materials) AMOUNT OF SQ FT IN STRUCTURE: II ELECTRICAL VALUATION: $ ��*�,�*��,�*��*,�*�,�,�,��*,��,�*��,��FOR OFFICE USE ONLY*��*��*��,��:�x��:��*��,�*��*�:��**� \\Vail\data\cdev\FORMS\PERMITS\ELECPERM.DOC 07/26/2002 TOWN OF VAIL 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-213 8 DEPARTMENT OF COMMUNITY DEVELOPMENT NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES MECHANICAL PERMIT Job Address: 122 E MEADOW DR VAIL Location.....: 124 Willow Bridge Road Parcel No...: 2l 0108225003 Project No : t �� ,C��.�c�; � OWNER VILLAGE CENTER ASSOC 124 WILLOW BRIDGE RD VAIL CO 81657 License: CONTR.ACTOR R& H MECHANICAL LLC 1047 CHERRYVALE ROAD BOULDER, CO 80303 License: 184-M APPLICANT R& H MECHANICAL LLC 1047 CHERRYVALE ROAD BOULDER, CO 80303 License: 184-M Desciption: SNOWMELT SYSTEM INSTALL Valuation: $170,000.00 05/OS/2003 Phone: Permit # Status . . . : Applied . . : Issued . . . Expires . .: M03-0036 ��, �'> ��:?%� `t ISSUED OS/OS/2003 OS/l 9/2003 1 l /15/2003 05/05/2003 Phone: 303-543-9894 05/05/2003 Phone: 303-543-9894 Fireplace Information: Restricted: Y # of Gas Appliances: 0 # of Gas Logs: 0 # of Wood Pellet: 0 ***s*�***s**ar**s*x************a**�r*******s*x***r****x**�e*t**�**�:** FEE SUMMARY ***�*�*****:t*****��*�**s*s*s�*********r**s►s+**�****�****�** Mechanical---> $ 3, 4 0 0. 0 0 Restuarant Plan Review--> $ o. 0 o Total Calculated Fees---> $4 , 2 5 3. 0 0 Plan Check---> $850. 00 DRB Fee---------------------> $0. 00 Additional Fees-----------> $0. 00 Investigation-> $0.00 TOTAL FEES--------------> $4, 253 .00 Total Permit Fee---------> $4, 253 .00 Will Call-----> $3 . 00 Payments-------------------> $4 , 253 . 00 BALANCE DUE--------> $0. 00 a****x******r*s�:*************x*a**�*t*�*s*************�*t*r►r*es*r*s�*****s*****s*s*s*:s:ss**s:t*****r*rsts�:*e***r**rr***�****ss**r*�***arr*x*�***r Item: 05100 BUILDING DEPARTMENT 05/19/2003 cdavis Action: AP Subject to field inspection Item: 05600 FIRE DEPARTMENT CONDITION OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 29 (BLDG.): ACCESS TO HEATING EQUIPMENT MUST COMPLY WITH CHAPTER 3 AND SEC.1017 OF THE 1997 UMC AND CHAPTER 3 OF THE 1997 IMC. ****�.�:s*****�*.�.*x*********�s*�s*****�*s********.�*�s******..��:.***..s.::.:::«�:*:«****«.«:.:.:«*..*.��.�.�*«:**.**�«:**.��»*:��*******:***�+* 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, Uniform Building Code and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE 149 OR AT OUR OFF[CE FROM 8:00 AM - 4 PM. . ` , \ �� --.��.r3—� �,� d`�..`\ �: � —"V�•� SIGNATURE OF OWNL� OR C�NTR�CTOR FOR HIMSELF AND OWNEF ******************************************************************+*******************�***** TOWN OF VAIL, COLORADO Statement ****************************:�**************************�****�x***************************:�:��* Statement Number: R030004009 Amount: $4,253.00 05/19/200312:41 PM Payment Method: Check Init: DDG Notation: R & H Mechanical 12234 Permit No: Parcel No: Site Address: Location: M03-0036 Type: 210108225003 122 E MEADOW DR VAIL 124 Willow Bridge Road MECHANICAL PERMIT Total Fees: $4,253.00 This Payment: $4,253.00 Total ALL Pmts: $4,253.00 Balance: $0.00 ****************�x*******�x**********************************:t************�x*****�x**�********** ACCOUNT ITEM LIST: Account Code -------------------- MP 00100003111300 PF 00100003112300 WC 00100003112800 Description ------------------------------ MECHANICAL PERMIT FEES PLAN CHECK FEES WILL CALL INSPECTION FEE Current Pmts 3,400.00 850.00 3.00 � �, TOWN 75 S. Frontage Rd. Vail, Colorado 81657 Mechanical Contractor: C�`� �� E-Mail Address: �or Signature: A IO WILL NOi BE TED IF INCONrPLETE OR UNSI ` �, � °�X�i =� din �ermit #: �-c�3°7 ch cal Permit #: � • 97 - 9-2149 (Inspections) T�WiV OF VA�L MECHANICAL PERMIT APPLICATIfJN Permit will not be accepted without the following: �� ui I oom Layout drawn imensions ct Size and Loc� Cut/Spec Sheets CONTRACTOR INFORMA � Town of Vail Reg. No.: � to include: � Contact nd Phone #'s: �i 7��-3Fs�3�� COMPLETE VALUATION FOR MECHANICAL PERMIT (Labor & Materials) MECHANICAL: $ �?O � O d O'�Qc�� , Contact Eag/e County Assessors Office at 970-328-8640 or visit www, eac7le-county, com for Parce/ # Parcel # a �(�` -� (�$ -� a sOd3 Job Name:\ (�\ \G�� Job Address: I�� rJ� �.G��'�� \1 � � Legal Description I Lot: Block: Filing: Owners Name: Address: Subdivision: �� Phone: Engineer�"�c,v�� Ad e s:� 3c� v�� 'S��S-� Phone: �`i�_(�� Detailed description of work: ��: � �c�� 5� — Work Class: New ( ) Addition ( ) Alteration ( ) Repair ( ) Other ( ) � Boiler Location: Interior O E�erior�) Other O Does an EHU exist at this �loc iqn: Yes ( j 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/Type of Fireplaces Existing• Gas Appliances () Gas Loqs () Wood/Pellet () Wood Burning () No/Type of Fireplaces Proposed: Gas Appliances () Gas Logs () Wood/Pellet () Wood Burning (NOT ALLOWED) Is this a conversion from a wood burning fireplace to an EPA Phase II device? Yes () No () ************************FOR OFFICE USE ONLY***************************** Other Fees: Planner Si n-off: Acce ted B: DRB F�es: Date Received: (,��,� .� \\V ai I\data\cdev\FORMS\PERMITS\M ECHP ERM. DOC o�iz�i2oo2 � TOWN OF VAIL 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 DEPARTMENT OF COMMUNITY DEVELOPMENT NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES MECHANICAL PERMIT Job Address: 122 E MEADOW DR VAIL Location.....: 124 Willow Bridge Road Parcel No...: 210108225003 Project No : ��j3- � � 2� OWNER VILLAGE CENTER ASSOC 124 WILLOW BRIDGE RD VAIL CO 81657 License: CONTR.ACTOR R& H MECHANICAL LLC 1047 CHERRYVALE ROAD BOULDER, CO 80303 License: 184-M APPLICANT R& H MECHANICAL LLC 1047 CHERRYVALE ROAD BOULDER, CO 80303 License: 184-M 06/12/2003 Phone: Perxnit # Status . . . : Applied . . : Issued . . . Expires . .: M03-0080 ��3� °� z� p�p3- v03C� ISSUED 06/12/2003 06/13/2003 12/10/2003 06/12/2003 Phone: 303-543-9894 06/12/2003 Phone: 303-543-9894 Desciption: REMOVE ALL BASEBOARD IN HALLWAYS,CP AND RE-CONNECT ALL PIPES. INSTALL NEW RISERS ON EACH FLOOR, INSTALL IN-FLOOR RADIANT HEAT TUBING WHICH US TO BE STAPLED TO THE UNDERSIDE OF FLOOR IN HALLWAYS. ALSO ADD ZONE VALVES AND THERMOSTATS WHERE NECESSARY Valuation: $15,000.00 Fireplace Information: Restricted: Y # of Gas Appliances: 0 # of Gas Logs: 0 Wood Pellet: 0��«�� .��.*.***�*��.��,�,�,�,�,�*,�**.*.**��,� FEE SUMMARY ***.��,��,�,�,�****<***�*��,��.��.�.....****�*�*��«��:� � Mechanical---> $300. 00 Restuarant Plan Review--> $0. 00 Total Calculated Fees---> $378. 00 Plan Check---> $ � 5. 0 0 DRB Fee------------> $ o. 0 0 Additional Fees- --> $ o. 0 0 Investigation-> $0. 00 TOTAL FEES--------------> $378 . 00 Total Permit Fee-----> $378 . 00 Will Call----> $ 3. 0 0 Payments--------------> $ 3 7 8. o 0 BALANCE DUE---------> $ 0. 0 0 ,�:��*******************,�:�*,�*+,��:�* �*****.*.****�*+�+�*��,+,�».*xx.***...**********,�*.*<***.*****�**.********.***,�*��**,�:�********.**********.*,�....* Item: 05100 BUILDING DEPARTMENT 06/12/2003 DF Action: AP Item: 05600 FIRE DEPARTMENT Cond: 12 (BLDG.): Cond: 22 (BLDG.): CONDITION OF APPROVAL FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. COMBUSTION AIR IS REQUIRED PER SEC. 701 OF THE 1997 UMC, OR SECTION # of 701 OF THE 1997 IMC. Cond: 23 (BLDG.): INSTALLATION MUST CONFORM TO MANIIFACTURES INSTRUCTIONS AND TO CHAPTER 10 OF THE 1997 UMC, CHAPTER 10 OF THE 1997 IMC. Cond: 25 (BLDG.): GAS APPLIANCES SHALL BE VENTED ACCORDING TO CHAPTER 8 AND SHALL TERMINATE AS SPECIFIED IN SEC.806 OF THE 1997 UMC, OR CHAPTER 8 OF THE 1997 IMC. Cond: 29 (BLDG.): ACCESS TO HEATING EQUIPMENT MUST COMPLY WITH CHAPTER 3 AND SEC.1017 OF THE 1997 UMC AND CHAPTER 3 OF THE 1997 IMC. 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.): DRAINAGE OF MECHANICAL ROOMS CONTAINING HEATING OR HOT-WATER SUPPLY BOILERS SHALL BE EQUIPPED WITH A FLOOR DR.AIN PER SEC. 1022 OF THE 1997 UMC, OR SECTION 1004.6 OF THE 1997 IMC. ��«,��*��**��*�**«*.*******<*********<.«********..******�.*.********...**,�«,�� ,��.�:��,��,�«:�,�,� �� ** �**«.*«************* 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 zonin� and subdivision codes, design review approved, Uniform Building Code and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVA�NCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM. ` �- -_ OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNEI *********************+**�**�*�*****************************************�***�**************** TOWN OF VAIL, COLORADO Statement ******************************************************************************************** Statement Number: R030004174 Amount: $378.00 06/13/200301:27 PM Payment Method: Check Init: LC Notation: #12335/R&H Mechanical ----------------------------------------------------------------------------- Permit No: Parcel No: Site Address: Location: M03-0080 Type: 210108225003 122 E MEADOW DR VAIL 124 willow Bridge Road MECHANICAL PERMIT Total Fees: $378.00 This Payment: $378.00 Total ALL Pmts: $378.00 Balance: $0.00 **********************************:x********************************************************* ACCOUNT ITEM LIST: Account Code -------------------- MP 00100003111100 PF 00100003112300 WC 00100003112800 Description ------------------------------ MECHANICAL PERMIT FEES PLAN CHECK FEES WILL CALL INSPECTION FEE Current Pmts 300.00 75.00 3.00 Jun-i0-03 iu;Ziam 'rrom-Tuw� u"r vnii CuioiNiUNiiY UGVCLUYMIIENT ATD4792452 T-7&0 'r 0uzi�ud F-2d7 APP ATIO�1 WILL NOT BE ACCEPTED IF IN�t3Mr�LET€ OR llNSI��D�'i� � G�, ( c�, Proje�t #�• ►�--1 V Bt�6!€lirt� Permit #: �� `V/,� ��{/� �VS".�Y �i`r • � s%�o°ai�-zi�9 (��'�.`e�:l�-^-�� T - - - - ii Ni ANIC�iL €�€�i�i� � A�P�I�QTION R�. Per�ni� wi 1 not be acCepted without the foiiowing: 82557 Provide nical Room Lay dr to o i ude: o e ni I Room Dime Air Duct Si cat n e, nt s Lin iz i.o ii at Loss . Mechanical Contraccor: �\�� C�-c �-s.5�\i. �' � E-Maa! Address: � �,^�'�_��,.�.:. '�OMP��TE VAIUAT�ON MECHANICAL• $� / j , L-� �� Cantact Otfice Qarce! # � � �-� \ � �� =� Jo� Name:� ��.�� '� (� . � n..��.: ..t'i.w 1 e�at- ( RIA�'{[! LCya� vc�� 7Mu.,n ��v�- 11 - - 'TOR ::`:F€�IL""�!IIATION ail Reg, iv�i.: ntact ard Phorte #'s: t3 �ic3 Ze� 1'7 / �-1- �'� � r' `�==�.. ��-�`�'��`� ; ��--«� � �- � �.. — -.=.- -�� - �:� � � MECHANICAL PERMIT Labor & 70-3'��-�64d o� v%S!t www. �a i� � :� � � ]ob �� Filina- J� - �� t'i ��\\�� Subdivision: hone: i Phone� frif �`�-��. E� ��i� �� : n A4are�5: ' C_ � �- �-E.c , D�tailed description of work: �e•ros�-: �- -��-� t--'�'"`�-�``'~�`'`�� `� - , . .s-�„�` ,�� a .�.K��. ��c�,�_,��,��Sa.�,s—..�\ ^�� n. � `�—! �� ...� � :�`' ��w..�� .� '"� �--a-,°; ��.–� Work Class: New O Add�tion O Atieration ( r"cepai� � j ��her O gpi�er LpCatio�: Interior �(,) Fxt�rior ( 1 Other O Does an EHU exist at this.location: Yes (} No O Type of B(dg: Single-family O Duple�c O Multi-family ( Commeruat O Res�aur�r�i � j Gii�zf i} No. af Existing Dweliing Units in this �iuiicii��y: Nc. cf e��..�mnc��ti�r� Units in this buildin9= No e of Fire iaGes Existin : uas ►1 ��anc25 r,�� L�.,S r��/�[��/p�llet l 1 Wood Burnin t�ances ( j vas LagS � j 1iti��i�2��Et �;;el� R�l�Ri!?� (NOT ALLOW�D) No/Type of Fireplaces Proposed: Gas App ` Is ttris a t�rr�ersiG�t fr�T a N:o�d b�:�r�n� flreplace to an EPA Phase II devite? Yes () N� (} *�**********************�� Other Fees: DRg Fees: .. _. _ \�V��i�BTa\CdCV1FORh1]\F'LC� 1 J\MLI.I'il'E�•N.�i,� U5� ONLY*��*��:��x�****�***��***** �n-off• �AC�e ted B : ' ived: , � 07/26P1DU� To: Doris R �c H MECHANICAL 825 CHAMSERS AVENUE PO 80X 81 O EAGLE, CO 81631 i-800-543-9895 From: Darcy Tennant Company: Town of Vail Building Date: June 10, 2003 RE: Village Center Doris, Attached is a permit for the interior of the Village Center, there is no control or boiler work to this. Below is the exact description of the work to be done according to the proposal. "Remove all base board in hallways, cap and re-connect all pipes. Install new risers on each floor, install in-floor radiant heat tubing which is to be stapled to the underside of floor in hallways. Also add zone valves and thermostats where necessary". The approximate valuation for this work is $15,000. Please let me know if you need anything else to complete the permit process, otherwise let me know when it is ready and what we owe you. � �� TOWN OF VAIL 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 DEPARTMENT OF COMMUI�TITY DEVELOPMENT NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES PLUMBING PERMIT Job Address: 122 E MEADOW DR VAIL Location.....: 124 Willow Bridge Road Parcel No...: 210108225003 Project No :-� ��-L'� C>>G t Z� OWNER VILLAGE CENTER ASSOC 124 WILLOW BRIDGE RD VAIL CO 81657 License: CONTRACTOR PLUMBING SYSTEMS, INC. P.O. Box 3879 1068 Wildwood, Unit2 Avon, CO 81620 License: 277-P APPLICANT PLUMBING SYSTEMS, INC. P.O. Box 3879 1068 wildwood, Unit2 Avon, CO 81620 License: 277-P 07/30/2003 Phone: Permit #: Status...: Applied . . : Issued . . . Expires . .: P03-0075 ,�Cy�.� C.��:;`'� ISSUED 07/30/2003 08/ 05/ 2003 02/01/2004 07/30/2003 Phone: 970-390-7763 07/30/2003 Phone: 970-390-7763 Desciption: INSTALL FLOOR DRAINS IN LAUNDRY AREA,IN COMMON HALLWAY BLDG B INSTALL 2 WASHER BOXES Valuation: $16,200.00 Fireplace Information Restricted: ?? # of Gas Appliances: ?? # of Gas Logs: ?? Wood Pallet: ?�*�ww..�w.w.<,�**.....**....*....*..*....*****.***********«*,+*.*.**,�**. FEE SUMMARY **.*..*..�».,.......*.*...,+***«�*****��.��,�.�*..**...**.,+. Plumbing—> $255. 00 Restuarant Plan Review--> $0. 00 Total Calculated Fees—> $321. �5 Plan Check—> $63 .75 DRB Fee— --------> $0. oo Additional Fees------> $0.00 Investigation-> $0. 00 TOTAL FEES--------------> $321.'75 Total Permit Fee----------> $321. 75 Will Call---> $3 . 00 Payments------------> $321.75 BALANCE DUE----> $0. 00 .,�.*�*:...**.*****«***x�w,.*w.�,�»:�� .��.�....».».*.*.........***«**�****..,�..�*� ....*+,......***..,*..*.....***.<*.*��«��,�.��x..*+,.+,.**�.�*��« Item: 05100 BUILDING DEPARTMENT 07/30/2003 DF Action: AP Item: 05600 FIRE DEPARTMENT CONDITION OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. :t�FR*********IF***M*MYrk:FYnt**rt*********kkf*Wkft�FYrt***rtR*********k%�WfF%�fF�t%�Y�t*kf**#*****kkYrYrkkfFYrkRkY�YrkftkYrYr#rtkkrtkkkk**f�******#***###�F'k+F�t*Q�k+kRRrt*fr#*##�F### DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an # of accurate plot plan, and state that all the information as required is correct. I agree to comply with the i.nformation and plot plan, to comply with all Town ordinances and state laws, and to build this struciure according to the towns zonin€ and subdivision codes, design review approved, Uniform Building Code and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM. _ OF OWNEIYOR �NTRACTOR FOR HIMSELF AND OWNEI ******************************************************************************************** TOWN OF VAIL, COLORADO Statement ******************************************************************************************** Statement Number: R030004440 Amount: $321.75 08/05/200304:26 PM Payment Method: Check Init: LC Notation: #1836/Plumbing Systems Inc. ----------------------------------------------------------------------------- Permit No: Parcel No: Site Address: Location: P03-0075 Type: 210108225003 122 E MEADOW DR VAIL 124 Willow Bridge Road PLUMBING PERMIT Total Fees: $321.75 This Payment: $321.75 Total ALL Pmts: $321.75 Balance: $0.00 ******************************************************************************************** ACCOUNT ITEM LIST: Account Code -------------------- PF 00100003112300 PP 00100003111100 WC 00100003112800 Description ------------------------------ PLAN CHECK FEES PLUMBING PERMIT FEES WILL CALL INSPECTION FEE Current Pmts 63.75 255.00 3.00 ----------------------------------------------------------------------------- � f APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNS 3—�_JIJ� � ` �� Project #: �� Building Permit #: ,(�c23 - o�j Plumbing Permit #: ;� 970-479-2149 (Inspections) 71DWN OF YAiI', �... _. _ t!�►- - - -- - - -r - 75 S. Frontage Rd. Vail, Colorado 81657 Pfumbing Contractor: tn.. � . _ �. �r� C R INFORMA' Town of Vaii Reg. No.: f =�:�c 2��- � I Contact and Phone #'s: j, � .�r�Cr' .�90 ;�,�� E-Mail Addre�s: ' Contractor Signature: _ �� OMPLETE VALUATION FOR PLUMBING PERMIT (Labor & Materials) PLUMBING: $ l� �-W a� *�*�:��**��*��,��*�*��:�*�FOR OFFICE USE ONLY��*�:��:x��,��*�*�,:��:��:�� \\Vail\data\cdev\FORMS\PERMITS\PLMBPERM.DOC 07/26/2002 TOWN OF VAIL 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-213 8 DEPARTMENT OF COMMUNITY DEVELOPMENT NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES PLUMBING PERMIT Job Address: 122 E MEADOW DR VAIL Location.....: 124 Willow Bridge Road I1NIT # G3 BLDG C Parcel No...: 210108225003 Project No : ��j 3 -6012 OWNER VILLAGE CENTER ASSOC 124 WILLOW BRIDGE RD VAIL CO 81657 License: CONTRACTOR PLUMBING SYSTEMS, INC. P.O. Box 3879 1068 Wildwood, Unit2 Avon, CO 81620 License: 277-P APPLICANT PLUMBING SYSTEMS, INC. P.O. Box 3879 1068 Wildwood, Unit2 Avon, CO 81620 License: 277-P 08/14/2003 08/14/2003 08/14/2003 Permit #: Status . . . : Applied . . : Issued . . . Expires . .: Phone: P03-0085 �3�0 2�1 ISSUED 08/14/2003 08/20/2003 02/16/2004 Phone: 970-390-7763 Phone: 970-390-7763 Desciption: CHANGE 2 TUBS TO SHOWERS NEW AHOWER VALVES INSTALL STEAMER AND NEW PLUMBING FIXTURES Valuation: $16,200.00 Fireplace Information: Restricted: ?? # of Gas Appliances: ?? # of Gas Logs: ?? # of Wood Pallet: ?? **rs*******s*rs�**s**�*�****►r****�*�r*r*�**a***r�***r*****r**�**��** FEE SUMMARY r*****rtr**rs*r***a�***�*x******ar**r*******�**�*rss*r***s** Plumbing---> $255. 00 Restuarant Plan Review--> $0. 00 Total Calculated Fees---> $321. 75 Plan Check---> $63 . 75 DRB Fee---------------------> $0. 00 Additional Fees-----------> $0. 00 Investigation-> $0. 00 TOTAL FEES--------------> $321. �5 Total Permit Fee----------> $321. �5 W ill Call-----> $ 3. 0 0 Payments------------------> $ 3 21. 7 5 BALANCE DUE---------> $0.00 x�***x*s*r**�:*x�*�*s**t�«***********�*t*s*s***s:�****s**:t*xtr*:t��*�*rsr*r�*tr**ts*s***t****�****:t*�*******�*�******►�*s*****x********t+:�**x*e*:* Item: 05100 BUILDING DEPARTMENT 08/14/2003 DF Action: AP Item: 05600 FIRE DEPARTMENT CONDITION OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. *.«..*.�«***:****�:�**.�**.**.*�.***�****�..:*�.+***+*.*�:�***.*�********�**:��*****�***��**.**�**�:**.«s�*:.�**��*�*�*,:*:*****�*****�*�**�*,*��. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, Uniform Building Code and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TEL�I�ONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM. TURE OI�WNF,$� R CONTRACTOR FOR HIMSELF AND OWNEF � � APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSi��jj" v��\� ��1 _ Project #• �� i� � d_ Building Permit #: /�c�c�` _ Plumbing Permit #: ►� 970-479-2149 (Inspections) � T10WN �F YAI[, 75 S. Frontage Rd. Vail, Colorado 81657 � I CaNTRACTOR IN��1�61V�`� Plumbing Contractor: Town of Vail Reg. No.: Contact and Phone #'s: '�,�.,-1 �� f��- � �,� ,s�, � � �%' ._ `>�% _ % % -Mail Address: Contractor Signature: , �' COMPLETE VALUATION FOR PLUMBING PERMIT (Labor & Materials) � PLUMBING: $ ��,.,'ZU�, �*��:��:��,��:��**�x��x*:��*��,�FOR OFFICE USE ONLY�x��x��:�:��*,��:��:��:��:��:��x*��: Other Fees• Date Received: DRB Fees: . Acce ted B: Planner Sign-off: \\Vail\data\cdev\FORMS\PERM ITS\PLM B PERM. DOC 07/26/2002 �%� G Apr-19-04 05:16pm From- I'OWN OF V'ATL 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERM�T �ST BE POSTED ON' JOBSIT� AT A�L TIMES T-18B P.02/06 F-112 DEPARTMENT OP COMMUNITY DEVEL4PMEN'T PUBLIC WAY PET'�MIT Job Address: 12? E 1�ADOW DR VAIL Location.....: 12�'Willow Bridge Road Paxc�l No...: 210108225003 �,pPLTCANT Hi.ghla�d $uilders Corp- 04/l�k/2003 Mark Hallenbeck 2598 Palmer Lake Colos'ado Sp�ing� 80909 I,icease : C�NTRACTOR Areiza Excavatiag � Developme0�/14/2003 p,0. �ox 4809 Eagle, CO 695 W. IIn,dbergh Dzi�e Gypswm, CO 81631 License: 202-X p��R VILLAGE CFNTER ASSOC 124 WILLOW BRIDGE RD VAIL CO 81657 Licea�e: per�mit # PW03-0013 Status . . . : ISS�(JED Applied . . : 04/14/2003 Issued . . : 04/15/2003 Expires . .. phone; 719-520-5100 Phone: 970-328-3�77 0�/1�/2003 �hoAe: Desciption: within Right of Way and Crane Set Temp site access, szagi.�g tip and Remova].. Exterior alterations 4�N��YtYiPRinri�WC3Y4ffMi�y^l�i�f4Mll'4'�l'3Yf11LY�Y+•t2J[AR1M'NrHtIF1H�hIN'tlnl•�PHtMwrL FEE SUMMARY T1��NidtlMf�M�Wtrff4M�liNk�tJwA�Iwrll�fftfM"%�YikfR11t11►►'��M4�MMt L u.V� YYay�+•••�% ?7 7'_9 Ynvestigatian—� Y'aymenta ---.--> Sl3 � 147. 00 BALANCE D[JE�--> $ o. o 0 Sostd Axnaunt--> TOTAXI'EgS—� $13,147.00 1�hrvlr�'�t4RMVr+�IntkRMxR1Y�+fekkll�r'n+rrYitfk�rwrYiYtt�lftR�mYiYi�R�/rr+'sYk/RRWf�ifl�lllMRw��fd'fO�M�'Ynhdh�hre�Nt�fO�M+�'YIk�R��aew�kitittR��'rvk�'Riwar�MYf�R11HYNOt Approvals: Ztem: 05500 PUBLIC WORKS rova. 04/15/2003 1s Action: COND Pending building and and planninJ aPp Huilding permit. Item: 0555a EN'QINPERING CONDITION OF APPROVAS.� C'�rYkfrWl:h�rr4RO�+kiiYihe\fW�/��tiT'tYwlYtlftll�i�4aTRiRRRNi1 kfkitdTla'j'�Y'lRRR/V'�:�:'�1Mf�i�N�kif�M�V�Ld4kd�fTflYd'YIIfitt��'Y��leftf�l��xe+IrJ�k111W4rynt@ilw\4KwrJnNti'RR► DECLARATIONS � Apr-19-04 05:16pm From- T-19B P.03/06 F-112 : �er ' that I have read a11 chapters of Ti�le 12-STR of the Vail Mu.ni�P aCode and all utilitY companq agreements, ,ign d by me, and wi]1 abide by the same, and that all utal�tnd as q Public Works w' i 1 1 h ave a sp e c/ d e t ait book available in April of x996. P•E UESTS POR INSPECTION SI�ALL BE MADE TWEN'TY-F�LJ12 H�CTRS TN **"`� �� AUVANCE BY TELEP�IONE AT 479-2149 OR AT OT.�1� OPFICE FROM 8:00 AM - 4 P . SYGNATURE OF OWNER OR CONTRACT�n FOR HI�S�� AND O'WNER Apr-19-04 05:17pm From- T-188 P.04/06 F-112 �**irt�**�*��*��*�**�*��*�*****T****��*�*tW�*t**s*��**�W�*s***�r*�*�*sW***rt#��**#STBLeSI1CII[N TOVVN OF VAIL, COLORADO ��**w�**��r�x�*��r***��x�*�**�*�*w**�*�**��*�***a�#rt�**s��x�*�sa�***�*�**�**x�w**�*�yw*�r**�w�r�* Statem�nt N�►bers R�30003800 Amount: $13,147.000�/ _� L00 �S :55 AM payment Method: Check Notation: ck#1��9 & 1449 ------------ ------------ ------------------ �'^- T�e: PpgyYC WAY PERMI Permit No: PW03-0013 Parcel No: 210108225003 git� Add�'ess: 122 E MEADOW DR VAI� LaCation: 12� FTi11ow Bridge 12oad Tota1 Fee�: $13,147.00 �ot�1 ALL pmtg; $13,147.00 This Payment: $13,147•00 ga�,ance: 50.00 w**�*a��x��*eM******�x�**�**�x��**w**�*��**��*��r�4*�x�r**�*�rx��rsrt+*w��s*�x�*ss*w�x�r�***x�*sv�*��r�x��*w*�x ACCOU'NT TTEM LIST: Current Pmts Account Code Description ------------------- -- pEP-STREET CUTS 13,072.00 AD DEP-DEP09 _ 75.00 ST 00100003112100 PU6LIC WAY FEES ______ __ _________ TOWN OF VAIL �% Department of Community Development 75 South Frontage Road Vail, Colorado 81657 970-479-2138 FAX 970-479-2452 www. ci. vail. co. us To: Company Name: Fax Number: Phone Number: FAX COVER SHEET , �� . i�1 �/ �. / — �.��5 �f �� From: Charlie Davis Chief Building Official Town of Vail Community Development Department Building Safety & Inspections Services 75 South Frontage Road Vail, Colorado 81657 Phone: 970-479-2142 Fax: 970-479-2452 Comments, Notes: I�2�� /�� Tl l ��• RECYCLEDPAPER w �� 1 1 II 1 I ' :: •' ' 1• I� •� ' 1 ��. , , - �� , , . , '�; 1 1 . �� / �: �. ' , � � , _ �� I .� � _ �► l ��' � i r�� •,,� � �� i1�1�ti�` �..��,bi;:�n��ll^ � ..,� � i[' /� t I J�.13L��► 1,�111$ � �� .;�,��Q�: � \ � • �i �iac �i�ia��r��i�i� � �. � :`: � �is�� I _il�!' �f��u!°�i�Ei� t� � 1�1 , � �, � ��.�r.�.�.��o � ��i � :� �.�� ,,;,_-. �,c•-L�+::�:5!u� ..�:�,y��v„��a�r.��fe � • a�� .. � ',�:�� 1� � `� : � �� ' � � � � ��y�lm��,��. � ,�.�.. i.:1�i. . .. ,. �IN�Kef�i � �. , � I�� . :I.�� I; � , • �: �I �r�i - �I, ��,�i ;l� � `a�� , ��.,�, �'�11��, �!��i � � w� ■ `� � �'':��yl�l i'ti"�;I ,;,;,,;f �1' � r,�.. � :tit� ,�f � 4�t►�r \ai�;'if Mi';�.I t�,yi,.. i ��id�; � �� el� �iE ! i;� .. s �� , �I�� r ( s��l R'�I ri�i '�' '� ' � ��', �',+�! ■;�� , � . ��I �I�' �I�' .r!�! f�l , � �.. � '� .. � � �� !I�I� �� o� N I DEC-01-2003 MON 03;37 PM K,H, WEBB ARCHITECTS FAX N0, 970 477 2965 IIISSh cll G:1 Ih! p4 G(1 �s��eai ur� v��,um �IiNULVYY�VIM�AIY!Aq(}� «.w"";� uoiauar�oio�•in� �-4� IW � d . �•��'� � aVOY 39uies MnrnM � E � ` � �` � -..,,—. ,....—.! � v +� � 1 4 � � � .�.» �� xnu �s� a�m�� uv� �r no�s '� q, �o� ' � �'y. � q � M �i � --�- -� a31N3) �9�"I11A y<� �f� � -� ,�� ,, - .. . ._ n�u�w �, . _ _. b -� � . . _. . --� � ___., .� .._. ....__ _.. .__. _._.. .__ .�. .—�; _. ^ .�,. � �� ► � � �' �� , �, Y I�� d' w Ww a �w ;:� � T. �_! 2 i� A ry•w �� 3 Z�� a 4 �� /A� /� in �_ u u� �~ .r, �°,i r � `'� � I �`� d W m� �_` r J ��r�..: � OG�/;� t�K � G? n �l4 q � '%p =Gi �a `'�"a" _� _ �{ �., p :c c, , � °; v � `vi '�. � ��'a+ uw'n�-� ��y �iiG �v�i a' 41 a a �� Ci � �' w� ��- w�� 1� .:i�•� n�ww ��F u in-,: �) �i��:Sm� O:p a4 " t9 r _ .w F- � .i O vim � �( `., G � m-`'" - U O � G U � z � �! �1Lr',C=']pUti �I�� a J�9CYl � WJIAI�-'y7,41A � a N W - e� � _ u c� � -[ V :r %xV u !9 a u � � � ^; tJ W �p u� �'I7Kw0~ �Ki) �� Y~�;� ?: ;y�jy; WT�LLjj •[� �j W J Q '�''�r kh.�.,_i0•o 7� c S: � T� :.r <6U� J � C1 d � W.��c 11U14.h V..i U� LJ� a. � U JdfY, � X+ �}' y :. Z•C a ut � w ��-..` �� M,»'� . �; � .r:� �.. -. > ` ��''-�`�-�\ �---, ..-_. •--• -- j.�- •� „ �.--�w - !• u : u� M O � 7. w Li �. U � � W � -� a 1=r W Cl f� � w��,n, _ � w V ?.y C7 ; N } �> �L\ Y 4 U 4°r c c) J j � � 1 ?NVi � 0 � �� S a��. l� <<a �—�9 _�,�.:a:�....r._,._��. .� � I �. ..__. .__. —. .—. ---� ---- —� . P, 03 � �. � �� , rr'� ��. � � \ � u� � x J Q F-- I_�J U �' - LL L. � � > l� J W T_ � � U) � � Q J m � DEC 04 2003 4:21PM HP LASERJET 3200 K R M CONSULTANTS, INC. P.O. BOX 4572 970-949-9391 VAIL, COLORADO 81658 (FAX) 949-1577 FIELD REPORT ,�.:: _...... �� . �� •-' ��` TO: �:�� ; Highland Builders ATTENTION: Mark Hallenbeck PROJECT: Village Center Renovations DATE: 12/4/2003 ARRIVE: 12:00 pm DEPART: 12:15 pm WEATHER: Clear/Cool JOB NUMBER: 0304-13 PRESENT AT SITE: Concrete Form Crew STATUS OF COMPLETION: Pier reinforcing steel in place, dowels for wall on site. At your request, I visited the site referenced above to observe the reinforcing steel placement in the new pier and continuous footing at the west entry of building A. The pier has been reduced in size from the original design detailed in the 8 1/2" x 11" drawings dated 11/13/2003 to a square pier approximately 2'-4 x 2'-4. The future wall to be poured will be dowelled into the new square pier as shown on the following revised details. The reinforcing steel in the pier that I observed consisted of (4)-#5's vertical full height (one at each corner) with #5 ties at 16" on center. The continuous concrete footing for the stair wall does not require steel, however, the crew was in the process of placing (2)�5's continuous longintudinally in the footing. I also observed some of the #5 dowels (2'-6 x 6") on site to be placed at 16" in the continuous 8" thick x 2'-0 wide footing at the time of the pour. In our opinion, the steel was placed properly for the revised pier and wall design. Please refer to the following revised details and call if you have any questions. SIGNED: Tyler F. Aldrich RE IEWED: �' Kimbe�iy R. McGh , PE, CCE ��,�v 3 COPY TO: K.H. Webb: Heather Barrie TOV: Charlie Davis p.2 DEC 04 2003 4:21PM HP LASERJET 3200 KRM CONSULTANTS, INC. P.O. Box 4572 Vail, Colorado 81658 (970) 949-9391 Fax (970) 949-1577 r------� i i i i i i i i i i i ______J VERIFY ALL DIM'S IN FIELD �oe VILLAGE CENTER RENOVATIONS #0304-13 SHEET N0. SL1 oF 3 CALCUTATED 8Y KRM pA� 12/04/2003 CHECK BY �A� scn� � ��„ _ �'-0 60'-6 � � ; ; T.O. PAVERS DEC IQ; � I � � � , � � I� � � � � � � � � � � T.O,W. = 60'-0 �-----J ' � B.O.W. = 54 —0 ' r--- � � I i i � i � �i i i i i i I i i I i i #5 D WLS. x 2+— b; I EPDXIED IN C�N�. � „ PIER IN 3/4" � 4�' � $ HOLES � 16" IV�R�. SPACING , � � � � � p.3 ; ' VERIFY STAIR RISE � � AND RUN W/ ARCH. � � I J � i i i -i i i i i � i i i i i � i i i i i � i I i i I I �J I I I � - I I I I - I � L � _ � _ � _ � � - , � � �_�_��_��, � � I �- � � � � I � I I � I I � � I I� I �� BUILDING "A" ENTRY PLAN SCALE: 1/4" _ �'—o" DEC 04 2003 4:21PM HP LRSERJET 3200 KRM CONSULTANTS, INC. P.O. Box 4572 Vail, Colorado 81658 (970) 949-9391 Fax (970) 949-1577 60'-0 T.O. W. 58�— #5 DWLS. x 2'-0 — EPDXIED IN EXSTG. CONC. PIER IN 3/4"� x 4" HO�ES � 16" VERT. SPACING 54'-0 B.O. W. � I � � ( � � I I �oB VILLAGE CENTER RENOVATIONS #0304-13 SHEET N0. SL2 oF 3 CALCULATED BY KRM pA� 12/04/2003 CHECK BY �ATE SCALE 3/4" = 1'-0 ° � a. I a °; a a a. < � � � � ° I a I a 0 � ° — ( I � I � I I . 2�_4» i� V EXSTG. PIER Rf�j � � •._sr �� -��M�� \ s�ONAI E G DEC 4 ?�03 60'-6 T.O. PAVERS p.4 --, (4)—#5's VERT. (ONE EA. CORNER} ! #5 TIES x '� � � 16" 1'-10 � NEW 8" CONC. WALL #5's VERT � 16" #5's CONT. HORIZ. � 16" SCALE: 3/4" = 1'-0" DEC 04 2003 4:21PM HP LRSERJET 3200 KRM CONSULTANTS, INC. P.O. Box 4572 Vail, Colorado 81658 (970) 949-9391 Fax (970) 949-1577 STONE VENE PER ARCH. CONT. L 4x4 1/2"�x4" � 24" O.C. #5's CONT. � 16" 0. C. #5's VERT. c �6 VILLAGE CENTER RENOVATIONS #0304-13 SHEET N0. SL3 aF 3 CALCULATED BY KRM oA� 12/04/2003 CHECK BY DATE SCALE 3/4" = 1'-0 �" 0 R p�a�... f� DEC 4 �03 #5 DWLS x co � 16" O.C. _ N 6" (2)—#5's CONT. � TOP & BOT. PERIMETER DRAI SOILS ENGINEER SCALE: 3/4" = 1'—O" p.5 OCT'10 �003 3:OOPM HP LRSE�JET 3200 - s KF�M COPJSULTANTS, INC. P.O. Box 4572 Vail, Colorado 81658 (9�G� 949-939'I Fax �97U) 949-1577 p.3 ,�B VILLAGE CENTER RENaVATIONS �0304-13 SHEET Np. SL� OF � CALCUI.ATED BY �A DATE 09��/�3 CHECK BY OATE „ , scp� 3 4 = i -0 � r- — 1"x26 go. R�CF C3ECKiNG (WL.CRAFT 1.OE26) r-�------� J�ISiS PER PLA,N ! � f---- RlGIC IN5ULA71CN PEP, ARi:H. __ BLKG. PANELS BTW'N. 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' .�;J . r. � . � � . , �.I. � . . , , .� . �.��' � ��' . .t i;'�.� , , � . . �. . � � . � . � � � , � ,,'�� I � � . . , . . ��. � .. � � � � � � �� i � � .. � . � ' � � � . . � � � � " � ,i:. . . � ,.. . . . . � .� . . , . ,, . '�•�� , �.., . . . . . ,. � . . , ,.. i . , ,i . , .,, .. . , . ..... � . � .. 1 4. �. 1 I��'.:,,.., , �. ..1. ,,, t,.,,.� � .. . � �I. . . .. . � . . . . , . i.. . . ,... . . ':' ;.; • .�. '� ' . ... "�� ,. {:�., ! . �_ilk. Fy . ��,.. , ,..:, �. " • ' . '. , ' :. � , , . � .. . , � . . ,.. ..� 1 . ,�e. :'�' ' "" '�� i . , �..: . . . . � .,, .. . . � ,� , �,,,��. , , � �:-�.' . .. . � �;�. ��; � ,� ;�, ... ., I , ��9. �'� . . „�� "�„�,; , .. , ' ..�: .;� �::",: r ..; .. . � n�,',.';'. .ik .�,.''', � li4 6� �,:y', , ' . , ,. i �. ...'.i W�'f .��.' ' _ � '�;` '�� if i��o- � ii )�..�ti�'�� TOWN OF VAIL 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 DEPARTMENT OF COMMUNITY DEVELOPMENT NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES MECHANICAL PERMIT Job Address: 122 E MEADOW DR VAIL Location.....: Village Center 122 E Meadow Dr. BLDG C Parcel No...: 210108225003 ProjectNo : ��j ��?'� OWNER VILLAGE CENTER ASSOC 124 WILLOW BRIDGE RD VAIL CO 81657 License: CONTR.ACTOR GAS CONNECTION, THE 11975 WADSWORTH BLVD. BROOMFIELD, CO 80020 License: 168-M APPLICANT GAS CONNECTION, THE 11975 WADSWORTH BLVD. BROOMFIELD, CO 80020 License: 168-M 06/11/2003 Phone: Permit #: Status . . . : Applied . . : Issued . . . Expires . .: M03-0078 1 � 5-O (�I 5� ISSUED 06/11/2003 06/23/2003 12/20/2003 06/11/2003 Phone: 303-466-4206 06/11/2003 Phone: 303-466-4206 Desciption: INSTALLATION OF COMMON GAS PIPING IN BLDG C Valuation: $20,000.00 Fireplace Information: Restricted: Y # of Gas Appliances: 0 # of Gas Logs: 0 # of Wood Pellet: 0 *****�xs*******r*�*****rsr*******r*s��*�**ss****s*r***M*****r***�***s FEE SUMMARY •ax*******r***r*******�s***rsrr�******r*********ss*********� Mechanical---> $400. 00 Restuarant Plan Review--> $0.00 Total Calculated Fees---> $503.00 Plan Check---> $100. 00 DRB Fee---------------------> $0. 00 Additional Fees-----------> $0. 00 [nvestigation-> $0. 00 TOTAL FEES--------------> $503 . 00 Total Permit Fee----------> $503 . o0 Will Call-----> $3 . 00 Payments------------------> $503 . 00 BALANCE DUE---------> $0.00 ***********:t****r****�***r******x*****a►***r*rx*a*�r****��****�*�***r**r***r*r*x*sr**�*s*s****r*********�*s��**�**r*s*r*******s**�*+***►**rx***** Item: 05100 BUILDING DEPARTMENT 06/19/2003 GCD Action: AP Item: 05600 FIRE DEPARTMENT CONDITION OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 25 (BLDG.): GAS APPLIANCES SHALL BE VENTED ACCORDING TO CHAPTER 8 AND SHALL TERMINATE AS SPECIFIED IN SEC.806 OF THE 1997 UMC, OR CHAPTER 8 OF THE 1997 IMC. Cond: 32 (BLDG.): PERMIT,PLANS AND CODE ANALYSIS MUST BE POSTED IN MECHANICAL ROOM PRIOR TO AN INSPECTION REQUEST. Cond: CON0005943 PROVIDE LISTED THRU PENETR.ATION FIRE STOP ASSEMBLIES FOR APPROVAL. INSTALLATION SHALL CONFORM TO 97 UMC CHAPTER 13 AND MANUFACTURERS INSTALLATION INSTRUCTIONS. *****.*�.:.***«.*:.:*:�.*,:.*.*:*..***«:.,::***«**::::*.:.�+:::*..:*:,�.*.**�:.:�::*:**+.:.*«**:�*..*:.:�*:.:::«**ss:�«.*�.::«*�*...:***,:��*s.*«::�■� 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, Uniform Building Code and other ordinances of the Town applicable thereto. ^ REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONF��79-2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM. SIGNA FOR HIMSELF AND OWNEF ***********�**�***+********��**********************�*******��***********************�******* TOWN OF VAIL, COLORADO Statement *�***:x*****************�***********�******************************************�************* Statement Number: R030004215 Amount: $503.00 06/23/200311:01 AM Payment Method: Check Init: DDG Notation: The Gas Connection 74053 ----------------------------------------------------------------------------- Permit No: M03-0078 Type: MECHANICAL PERMIT Parcel No: 210108225003 Site Address: 122 E MEADOW DR VAIL Location: Village Center 122 E Meadow Dr. BLDG C Total Fees: $503.00 This Payment: $503.00 Total ALL Pmts: $503.00 Balance: $0.00 ******************************************************************************************** ACCOUNT ITEM LIST: Account Code -------------------- MP 00100003111100 PF 00100003112300 WC 00100003112800 Description MECHANICAL PERMIT FEES PLAN CHECK FEES WILL CALL INSPECTION FEE Current Pmts 400.00 100.00 3.00 ----------------------------------------------------------------------------- c �� - - -- GGEF�D IF jNC�� Pe�� ,�� __-- �LL T gE A guitdin9 ��} Qe�iC�ors) ��.�� - ��han �1�9 (Ins APP ��p�?�' �O� i�i3 �pp�� AL p�R o . - �E�N pt�il W �tho�t �� '� WN pF V AIL acc�Pted )t�j � � ?a Pesm�t vadl n�� k� �e �p c1u ' m IaY°ut d G ni�9'� �' ' imEt+Sions n � _ v ��.J va 5f ��-Olorado 81657 d .., °� . � � Size Z� � �`� n V � � �� ' �� i�i/ SneetS �;;tf S�e` o��a �Ia� ,...rnR �?!F� � ��T��r� ��-*,�`� �T�� T { -* � �' � � R � t Yti�es ?'e°5: __ J y�, - : vi. J'� `- r. �o`�� PF,�",L`., . �� . . . ::ti� �. %"- �� y �:*�*�� Y�$�*�x*-�sn[i C�� ...fr:....,.. r Q � 0`��L __ rNC � �'�- _ � � i� S e�ifi�ation Sheet �eX'ble Gas p�pin9 p INC• TracP�Pe� F oMEGAFLEX, May 15� 2p03 GP SS4_125 at�on date� F SPecific .� Center SS4_15� FGP_SS�-5�0 P F� GP _SS4_7 50 rne ; v a► p0 Pro�e�t Na FGP_Sg4-2 0 odel Number�s) FGP-SS4"10 5 � 37 M FGp-SS " p�pin9 s FIeX�ble Ga rds for Tubin9 �GSST� NSI standa onents must be�� the latesi A A �e��fyin9 s & Cert�ficat�� Stee S and C.G. dards System �omP ated gtainlessat �onform t er I.A� A. gtan �pin9 G ertified C0rru9 e � Fittin9s th e form ReQuirements A11 f1eX, p l e gas P uto F � a r �nterna t i o n a� �S 1h S t o P Internationa � ent A tra n F�re A_ti Me hanicacetANs� GSA �C"1. GSA d for Thru pene lio ;�n9 Systems. W erforman ation Liste S P p safe p S Classific ur tests. b�e Ga oratorie nd four h° e�tis for Flam�ra P240� a9e Undetwriters �- ob e, tW°' three a uirem A•2 . S 10 �nclude Facto�l Mutual) rea �onform�n9 tO aS10Mform�n9 Ratm9 With FM � 1e55 stee� Str�P after the ��rru9 A 3 �isled TUbi^g Stain annealin9 SS Stee� ade from 300 series atin9 °r d �P Gas �PrOpanel �e e m d to heat tre d 25G for g_ Stain Shall b Subje�te �n�hes S an B ��ubin9 Sha11 not be With Natural al 2 Tubin9 or operation . in9s. Ga or Sizes up r� 1 erm�lted bY 1�S f om B' ui t a b l e f p u � l d f 1 2 5 G f t i o n s p o oPeration- 5-PS1 use w�t h► n ratin9s o lic a b ie s t r e p g Tubin9 Shall be for ure ressure aPP strated Y B• is r a t e d ele�a t e d Press d oth e r hi 9h"p all b e dem°n B 4 Tubin9 St ha�e outdoor an B 5 Tubin9 2 1n�h s�zes fe ele�ated pressure ratin9s s d �-112 �� on Utility � Thes polyethy�ene' pistr+b tion a9ep�y � the cer��f�ca f�re_�etarded ellow, d. cket ed from Y erm�tte d P�astic �a all be eXtrud P�C are not P �eed 25� is atta�he C• et sh Such as Shall n°t e ex�eed 5� � e fittin9 Pa� �.1umber FGP-9�5-10� C.1 �he �ac ated p�as�ie spread ratin9 all no� acketed after th C 2 Chlor�n $��Smoke density ratin9 Sh Steellefit unl E- stainless ta e �TracP�Pe C4 AS M aoor �nstallatio �g;ayers °f silicone p C5Forout be Wrapped With o� to pp resistant to v� t F�ttin9s pe C 6 polyethy�ene �S Mechan�llow btrass meeei inser� io p��ti °n 1he tub�ra lare lPatenredl from Ye ess st qutoF e made stainl or �on�ea� p. S Shall b equ�pped with a ational f �ea� � p � Fittin9 CSA Intern e 5 Shall be lines off of con � p 2 Fittin9 . operation. and 1istedo Ybran�h ht reducer, tee, re le flar�n9 e tested and reliab 1are fittin9s ar Ces �alves straigh�, strai9 p.3 AutoF to applian , ection e a�ailable in for4 AutoF�are fittin9S ar D� �onf�gurations. .� � E. Protective Devices E.1 Striker Plates E.1 A Striker plates shall be listed as part of the OMEGAFLEX, INC. TracPipe system and shall be marked with the symbol of the Manufacturer (OMEGAFLEX, INC.) and the listing Agency (CSA International) E. 1 B Striker plates shall be made from carbon steel, heat-treated to RB40 E. 1 C Striker Plates are available in Quarter, Half, Full and 6 X 17 Configurations. E.2 Floppy Conduit E.2 A Floppy conduit used for additional protection with striker plates (type RW electrical conduit) is to be made from galvanized steel. F. Accessories F.1 Termination Mount Fittings are to be used to provide a secure termination for TracPipe tubing at moveable appliance locations and other "stub-ouY' points depending on building construction. Termination mount accessories consist of a plated carbon steel plate or malleable iron mounting component and an AutoFlare fitting. Fittings at Terrnination Mounts rnust be accessible and provide a fitting joint exterior to the wall cavity. F.2 Meter Termination Fittings are to be used for exterior wall penetrations at meter locations and other penetrations such as roof top units. Meter termination consists of a plated carbon steel mounting plate and sleeve and an AutoFlare Fitting. Fittings at Meter Termination outlets must be accessible and provide a fitting joint exterior to the wall cavity. F.3 Manifolds are made from malleable iron either plastic-coated or uncoated. Manifolds may be mounted using available manifold brackets or Gas Load Centers; they may alternatively be iY�ounted using conventional pipe mounting methods. F.4 Pounds-to-inches regulators are available in three sizes -REG 3: '/� inch threads, -REG 5A: '/ incfi threads and -REG 7: 1-inch threads. Regulators may be manufactured by either one of three approved sources: (Maxitrol, FAGAS or OARA.). Regulators must be mounted in an accessible location. F.4.1 Regulators with included approved vent-limiting device (REG 3 and REG 5A) do not require venting to atmosphere provided they are mounted in a ventilated location (e.g. near a gas appliance which also requires placement in a ventilated area). Ventilated locations include (but are not limited to) mechanical rooms, attics, garages, and basements. F.4.2 Approved vent limiters limit the fuel gas leakage to I cc per hour in the event of a diaphragrn failure. .�5 Shut-off valves must be approved for fuel gas service and must be rated for the pressur�e of the gas piping system installed. For elevated pressure sections an approved valve with 5-PSI minimum gas pressure rating must be located upstream from the pounds-to-inches regulator. F.6 Overpressure protection devices must be installed for elevated systems higher than 2-PSI and up to 5-PSI to prevent downstream pressure from exceediny 2-PSI in the eveni of reyulalor failure. 4, � G. Underground and Under Building Slab Installations Model Number(s) - FGP-UG-200 FGP-UG-150 FGP-UG-125 FGP-UG-100 FGP-UG-750 FGP-UG-500 FGP-UG-375 G.1 TracPipe Underground and under building slab installations shall be made using pre-sleeved TracPipePS system (patent-pending) or other sleeving configurations meeting code requirements and acceptable to the local administrative authority. G.2 TracPipePS consists of a polyethylene sleeve covering all portions of the TracPipe gas piping systern located underground. Heat-shrink tubing with heat-activated adhesive is used to seal off the space between the gas pipe and the protective sleeve. Heat shrink sleeve is DSG-Canusa Type CFW with thermoplastic Adhesive Liner or equal. G.3 For gas piping under building slabs, Plumbing, Mechanical and Fuel Gas Code requirements stipulate that gas piping shall be both sleeved and vented to the atmosphere. This is accomplished by using the TracPipePS system with available tees and heat-shrink sleeves to vent the space between the gas pipe and the protective sleeve. G.4 Auto Flare fittings and tees shall be wrapped with overlapping layers of silicone tape (TracPipe Part Number FGP-915-10H-12) if they are in contact with soil. G.5 Flexible Poly Sleeving (part number FGP-UGFX-size) is available for use with TracPipePS to facilitate 90-degree bends for the transition from below ground to above ground. Heat-shrink tubing and barbed couplings are used to make the transition from the polyethylene tubing to the flexible poly sleeve. Additional Information is available to subscribers in Masterspec O Section 15394 TOWN OF VAIL 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2 ] 38 NOTE DEPARTMENT OF COMMUNITY DEVELOPMENT THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES MECHANICAL PERMIT Job Address: 122 E MEADOW DR VAIL Location.....: Village Center ] 22 E Meadow Dr. BLDG B Parcel No...: 210108225003 Project No : -��. �j S t l� � OWNER VILLAGE CENTER ASSOC 124 WILLOW BRIDGE RD VAIL CO 81657 License: CONTRACTOR GAS CONNECTION, THE 11975 WADSWORTH BLVD. BROOMFIELD, CO 80020 License: 168-M APPLICANT GAS CONNECTION, THE 11975 WADSWORTH BLVD. BROOMFIELD, CO 80020 License: 168-M 07/08/2003 Phone: Permit # Status . . . : Applied . . : Issued . . . Expires . .: M03-0107 '� �-O 1�15 ISSUED 07/08/2003 07/15/2003 O1/11/2004 07/08/2003 Phone: 303-466-4206 07/08/2003 Phone: 303-466-4206 Desciption: INSTALLATION OF COMMON GAS LINE FOR EACH LJNIT Valuation: $30,000.00 Fireplace Information: Restricted: Y # of Gas Appliances: 0 # of Gas Logs: 0 # of Wood Pellet: 0 ******s****s*******�*****+**x***��***s***»***s**a*ssr**:e*******�s**�* FEE S UMMARY ****�**r*r�**r�****s*ar***�**�s*#*�a*s***s***�a**�**s*►s***� Mechanical---> $600.00 RestuarantPlanReview--> $0. 00 Total Calculated Fees---> $753 . 00 Plan Check---> $150. 00 DRB Fee---------------------> $ 0. 0 o Additional Fees-----------> $ 0. 0 0 Investigation-> $0. 00 TOTAL FEES--------------> $753 . 00 Total Permit Fee----------> $753 . 00 Will Call-----> $3 . 00 Payments-----------------> $ 7 53 . 0 0 BALANCE DUE--------> $0. 00 **�****x*r**s**�*r*rs*sr***e*�*x**s**a*rsrsr******�*r*r***r�****a*****rr*rtxr**►*r********sr*a�*s**x*s#*sr**ss*�*►***s****rs**srt*�***��****�**��:� Item: 05100 BUILDING DEPARTMENT 07/08/2003 DF Action: AP Item: 05600 FIRE DEPARTMENT CONDITION OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 22 (BLDG.): COMBUSTION AIR IS REQUIRED PER SEC. 701 OF THE 1997 UMC, OR SECTION 701 OF THE 1997 IMC. Cond: 23 (BLDG.): INSTALLATION MUST CONFORM TO MANTJFACTURES INSTRUCTIONS AND TO CHAPTER 10 OF THE 1997 UMC, CHAPTER 10 OF THE 1997 IMC. Cond: 25 (BLDG.): GAS APPLIANCES SHALL BE VENTED ACCORDING TO CHAPTER 8 AND SHALL TERMINATE AS SPECIFIED IN SEC.806 OF THE 1997 UMC, OR CHAPTER 8 OF THE 1997 IMC. Cond: 29 (BLDG.): ACCESS TO HEATING EQUIPMENT MUST COMPLY WITH CHAPTER 3 AND SEC.1017 OF THE 1997 UMC AND CHAPTER 3 OF THE 1997 IMC. Cond: 31 (BLDG.): BOILERS SHALL BE MOUNTED ON FLOORS OF NONCOMBUSTIBLE CONST. UNLESS LISTED FOR MOUNTING ON COMBUSTIBLE FLOORING. Cond: 32 (BLDG.): PERMIT,PLl-�NS A1�TD CODE ANALYSIS MUST BE POSTED IN MECHANICAL ROOM PRIOR TO AN INSPECTION REQUEST. Cond: 30 (BLDG.): DRAINAGE OF MECHANICAL ROOMS CONTAINING HEATING OR HOT-WATER SUPPLY BOILERS SHALL BE EQUIPPED WITH A FLOOR DRAIN PER SEC. 1022 OF THE 1997 UMC, OR SECTION 1004.6 OF THE 1997 IMC. 6####3#7:###k#►##t####F�######f#*####Y*#M#�k#*#####**#i#t*##*#k$###*#*#####k#t###k########i###�ktf#ivk####$####�kf#7�#Y:�kt�ki#R�kttti�##3#t########*###k## DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, Uniform Building Code and other ordinances of the Town applicable thereto. -� REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE Bj;,TELEPHONE AT�9 OR AT OUR OFFICE FROM 8:00 AM - 4 PM. SIGNATXJR� OF;O}1V1�4�"�NTRACTOR FOR HIMSELF AND OWNEF **�****************�********************************************************************+*** TOWN OF VAIL, COLORADO Statement ***************************************+**************************************************** Statement Number: R030004310 Amount: $753.00 07/15/200309:17 AM Payment Method: Check Init: DDG Notation: The Gas Connection 74370 ----------------------------------------------------------------------------- Permit No: M03-0107 Type: MECHANICAL PERMIT Parcel No: 210108225003 Site Address: 122 E MEADOW DR VAIL Location: Village Center 122 E Meadow Dr. BLDG B Total Fees: $753.00 This Payment: $753.00 Total ALL Pmts: $753.00 Balance: $0.00 *�****************************************************************************************** ACCOUNT ITEM LIST: Account Code -------------------- MP 00100003111100 PF 00100003112300 WC 00100003112800 Description ------------------------------ MECHANICAL PERMIT FEES PLAN CHECK FEES WILL CALL INSPECTION FEE Current Pmts 600.00 150.00 3.00 �. Ju1-07-03 10:56A APPIICATION O � � 1bWN OF i'A� TOW 75 5. Frantag� Rd. Vaii, Coloradv 8165'7 � E-Mail Addrass: ��IECF�tAyICAL' g Contad Es /e Goun � parcel # � ' _ )oh Name: � ,» a I I„egal pescription �.ot� neer. uled desuipcion � c,� • ,�.,� P_02 COMPLET� OR UNSI � � � roject #: ilding PermiC #: echanicai Pen»k #: 9 -479-Z1+�9 (insptttions) ;t wiil no! be accept w out the foliowing: 'cal ftocm I.aYout Arawn to scale to indude: � oont pimensions 'r Duct Size an 'an � an as l.ine 5fze � � ss Cal "�' t /Spec Sh Town of va►I Reg� No_: C�Z,Ir �.y� "d`�� 81ock: Fiitng: . Address:1-a Address: � �-�, 4 av(- i a/1 �ntacC and Phone #`5 `��;V�,Ze�\ "��Lw"' - . � _ at .lob Atfdress: ` ' 11 1 `'►1� ..�v�, Subdivision: rnor►c�s �� r� •��re.ar' lX�\ a , woric Class: New ( } Additio� ( ) Alteration ' Repair ( ) Otfiet ( ) i3c��ler l.acation: Inteno� ( 1 Exteno� ( 1 Gther (} DoPS an ENU exise at this �ocation: Yes () No () -yoe of 81ag: Single-famdy ( ) DuDloc ( ) Multi•Family ( ) C�,rnmEfCai ' ReS�urant ( ) Other ( } No, cf Existinq �wellfng J�it3 �n �tiis buildi�g; PJo. �f ccommodat�on Unit5 in �h15 building: ivo pe of Fire laces =xisdn : vas Ap Ilances '' Gas L^ s' ` W�ec: °e!let � Wood Bu n! Vo/Type of Firep�aces p�oposed: Gas Appliances (; Cas Loqs � j wood/Peu�t ()�400d Burnir+y (NOT ALLOWED) :s ;h�s a canvcrsion frcm a weod hurning fireplace :o an FPA Phase �I device? Yes ( No (}� .��. * �:.: �:�::� ��****��*****�OR OFFICE i DRR F�s; . .- '� 11. �5�. ;,:n..,l'()•'21�1!i'.Nl'IC!�l. ::`/IPI.i�.`,Mtii.Ut1� NI.Y*:«�**x*��:� �:***��*�**#* 0��6R002 • � . � Ju1-07-03 10:56A The (y��.5 Connection. Inc. � Facsimile Cover Sheet To: '�,� 1c'` � y`• (, � � � Company: j PhFax: `'1��-�"�i 1�� Ol�c� �� From: ��1. Company: The Gas Connection, Inc. Phone: (303) 466-4206 Fax: (303} �66-1810 Date: Pages including this cover page: Comments: Re: � �j�,,�YY�,,� C�_�� I�U�� C;G��: P_O1 �- ��:,i��1'�� .;� � k �� .�� .�a��- � ��—_ `�� :;r�r�.�ar��. � ��c� C_y�.�, �.1�"� � '�Ca3 - �� %�7 < L.e.� 1�Y�. �—. l,�A� ��ti-`�' U�� m��, �`•� i�..CW t �, � 1 197,5 Wr.ac�sw<_�riY� 81vd. • Broomfield, (;C� 80020 • Ph�c>nP (3q3) 464-d20b • Fc7x (303) 466-1$10 SpCClalizinc3 in u�t.>i•�(a •n:,k�lfations fi>r <�II nc�lur<il i�C�S f�P�t,iS. ,� ( TOWN OF VAIL FIRE DEPARTMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 9�0-479-2135 VAIL FIRE DEPARTMENT NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ALARM PERMIT Job Address: 122 E MEADOW DR VAIL Location.....: 124 WILLOW BRIDGE RD BLDG C Parcel No...: 210108208000 Project No : '�� j(; 3--CC� t� Permit # OWNER VILLAGE CENTER CONDO ASSOC. 05/05/2003 Phone: License: CONTRACTOR COMMERCIAL SPECIALISTS WESTERN COLORADO, LLC P.O. BOX 1572 SILVERTHORNE, CO 80498 License: 161-5 APPLICANT COMMERCIAL SPECIALISTS WESTERN COLORADO, LLC P.O. BOX 1572 SILVERTHORNE, CO 80498 License: 161-5 Status . . . . Applied . . : Issued . . . Expires . .: A03-0013 � 5 -��'z�( ISSUED OS/OS/2003 O 1 /07/2004 07/OS/2004 OF 05/05/2003 Phone: 970-513-7100 OF 05/05/2003 Phone: 970-513-7100 Desciption: UPGRADING ENTIRE FIRE ALARM SYSTEM Valuation: $21,800.00 **r******x�*****�*�r****t*****x****�***�*************a*�***r**r***�** FEE SUMMARY *s*****s****�****a**************�*�***��******re****e*e****+ Electrical---------> $396. 00 Total Calculated Fees--> $399.00 DRB Fee---------> $ 0. 0 0 Additional Fees----------> $ o. 0 0 Investigation----> $0.00 TotalPermitFee--------> $399.00 W ill Call---------> $ 3. 0 0 Payments------------------> $ 3 9 9. 0 0 TOTAL FEES--> $399. 00 BALANCE DUE--------> $0. 00 ��********x***a*�*******s*s*******:*****�****r*****x******�x*x**x*******x**t****►***s**s*s*s*******�**r********s*r****s*s************r�xa�*x�*�x� Approvals: Item: 05600 FIRE DEPARTMENT 05/19/2003 McGee Action: DN 1. Detector spacing is inadequate. 2. Minimum alarm time is 15 minutes per TOV codes. 3. Original stamp signature is required. 4. Sleeper couch requires detector in living room. 08/15/2003 mvaughan Action: AP submittals show corrected items. ***�********�**�*�**�****�****�****:*:*:*:*:*********«*«*�**�**:**:*******.:.**:**********M****«***�******�******.*��*:****�***:***�***«*�**.**** CONDITIONS OF APPROVAL *«************�******�*******.�********��****«.*.*******�***.�«.**.**.***�*�*�************�***.***.******��***«****.**.*******�**�*�.****.�**** DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, Uniform Building Code and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2135 FROM 8:00 AM - 5 PM. '�-"- t/�-r�-''l- � SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNEF **�**�*************************************************************************+��*��***** TOWN OF VAIL, COLORADO Statement :x*******�x:�****************�:*********:�****:x:x********************:�*******:��****:x****�x�x*:�:x:�:x*:�� Statement Number: R040005336 Amount: $399.00 O1/07/200402:17 PM Payment Method: Check Init: DDG Notation: Commercial Specialists of WC 10205 ----------------------------------------------------------------------------- Permit No: A03-0013 Type: ALARM PERMIT Parcel No: 210108208000 Site Address: 122 E MEADOW DR VAIL Location: 124 WILLOW BRIDGE RD BLDG C Total Fees: $399.00 This Payment: $399.00 Total ALL Pmts: $399.00 Balance: $0.00 ******�x************************************:�******************:x********�******+************* ACCOUNT ITEM LIST: Account Code Description Current Pmts EP 00100003111100 TEMPORARY POWER PERMITS 396.00 WC 00100003112800 WILL CALL INSPECTION FEE 3.00 JUN 27 2003 4:16PM HP LRSERJET 3200 p,2 i" i ,pe VILLAGE CENTER REN4VATI�NS #0304-13 j KRM CONSUL.TANTS, IN�. SHEET NQ � o� � '� P.O. Box 4572 cu�uu�a BY TFA p,,,� os/2s/o3 ' Vail, Colorado 81 Ei58 CHECK BY �A� �970) 949-9391 �� 3/4" _ �'--a ' Fax (9?0� 949-1577 #8x5/�" �CREW TO STRUCT. TRACK �EF,. STUD FLANGE) (2)-#8x5%8" SCREWS � 24" FLATE SPLICES Nr W LT. GAUGE STRUCT. FURRWG STUDS � 24" (400S137-33) 1/2�� PL`.'UVD. SNEATHING STON� vEr�EER PER ARCH: 51�1PS�N A35 � �'-0 VER?. EA— STUD W/ (3;-#8x5/8" I�ti' STUD & (2 j-1,/4" x 1 1/4" SIMPSON TIT�N scR�ws i�v �/1s"� HdL?S � E�. A35 (1" MIN. EMBED.) �,. 4" MAX. NEV`1 CON�. CORBEL FOR -----� WALL & STONE SUPPOR? W/ t2)-#5's CON?, LQNGIT. REMCVE AND REPLACE C�NC.� SLAB AS REQ'D. EXSTG. CONG� SLAB-7 1� ------- � � �I '' :;�;�;a �— COh?, STRUCT. TRAGK C� WA�L ' '�'�:�� SPLiCES (400T?00-27). ALIGN ' � . ��-:� STUDS (�� WALL SPL!C=S , �� , � � � ,�, •'� %%,',� SI�IPSON A35 EA. STUQ C�D WALL ! ,T ; ;; BREAKS, TYP. „ . � I,'%.%a .,� .�_.�'� I i .��/ /�� I i �� ! i �� `--EXSTG. MAS'Y WAL� _ :�. �c� �� I �T7� �i , ! i � / � I � �/�'/ir� � "�� 3-00�-� i I T ir � Q ,. , I I " `' '; /,�a I I '�'�'�;i , ,1�� I—T7—r7 ;%�;�;� <,�� `�4'�:%^ ,,, �. I.'.�.'� ,,,' ''�4-Y�R'�(�. � � . i . t l.,� � ��•'d -4- � f ra pr:� I I ,',,% ,1 :'� ` ' 23199 �� i�i�A i � . , ,.,, r; plY . '�'%�� -• - ' i J, 7��/ i ` }�.. �/ � ��\ Fi =;', '" � -,� �l�F�� ',,. ! I �� J'I { I ,��ra .'.'.�' � � � � .,,., � � ��,�/,� ' I ! '��? ! , . .�e 1 i ;�;�; ,� 1 f I�T7� i I � � ��i A � f '`'�'�'� EXSTG. 8" C4NC. e� � �FDTN. WALL ' �: I I •� `� `" � j�- NEVJ (3}-�6's x 1'-Q E?OXlED FORM THIS FACE— ��;:' � IN 7/8"� x 6" HOI.ES t� �2" 1N OF CORBEL � EXSTG. CONG WA�L � � 1 i I �I�"_' � ' � FURRING WALL �h�'f 4" STONE VENEFR sCa�E: 3/4" _�'—o" ---_.____._.v _.__._.__-- �� -�-^acu� .�-..�. _4:2i A�ri _ __._ ___---._ At�?�? �r�far!�atic�r. --.---_.__. _.. __. €nsp��t�ta� ��q�e�t ��:p6t�ing ___. . _____._ _`_�!!�t„I�..��__._��i�N.�F__-----__. Rer.�uest� f�°as�i+�:t C3ate: lc�s��ctiatt ar�a: a�te Addres�: Thursday; Decemt�er 23, 200� CC� 4 22 � h1��1[3C1� D�t Y�ii� Vi�t�ge Cer+ter �o►�{�lex: _._ ..--------._ ._. _...__. �'age 1 Activtty' �t33-L�02a Ty�: A-tMF �ub Typ?: AAFT Stat��s' ISSUE[� Const Type: �ccsa�ancy. Us�: i! �R in$�S Area; CD Y� C��:s�t�t: ifl€.t..AuE CEttlT��t A5S^�G Applicani: HIGH1_ANL� F�Jt! C?ERS c;U!�Pt�RAT1C?N Phone: tii9► 52t}-5?�?t3 cyontractc±r� H€Gi�!.?�t�� ?�.��L�ER� e:,i�RPt?RAC1i3N Phone� (i��s) 524�5iQt3 Gescriptic�n: Ext�ri�r s�t��ravsment� i^r �n� Viila e��nte* �rampivx �:s�ratmeM: SP;'� !?�'d!w!f'�t�'� �"'�fi�!'•T�'�:D 9�i�1�t �.'r`t!TEL� i ra ?P,M ,'�N� t+11fRT�' GE4�lNE3T - JSl1iNER ��enn�ent: �!'�" �? _AN A*3�? ST#?#_)r�r°.►R;,i �?�Vl��t�t�J� S�_�E3hr!i"x"�""�G� ANh RC+1. ►iF� T4 MATT GENNETT ANL� ' �.ME1�� f� �}�V��i ` l,tyi.i'�i-{r'fai ' . Camment: C;h�ck�c� <� 4�.� - t�AGFt3t�?�'TT . cc��n�►e�,t: �E��:}EOra� �c�u�c} t� �n,aTr 4r�� :c��,�� ADDEG iJALl3E OF $ 7�,�3(34. TG� EXtSt1Plfi PE��!!T - ADMlh7 Cnn�rnent: ��z�nm�+�r�� ?as si�n�d k��.�t t�eic! on cUn�i!ian der�sc, contr�ctc�r obt8lned ticense and g�nerai caniractar t�ad fire �larr� cc+r?�n� s�fF th� systs�rre .t4t�r �ui!h!n �4 t�r>w�ts. _�'DA1ltS Gomment: PrejQti si�a�+�d �� F'sra De��t c±n ��'3�U3 for tal�e �tarms. Schedule�i meefing for �!!241031n AM to dtscuss fafse alarrr� management. - CDAVIS Commant: fiiar�s Routed co t,tiatt Gsnnett, c:hariia Da�is, F'��bkic Vlf�rks u Fice Dept - CDAV(5 R u�=�ted In57e!�ti��i s) ttem� 9� BL�G-Fin31 Rec�tteslur: �t-EEG!-►1.A�:!�', R!)[t_ t;:bt31t7:�i11S: V?�#?t � - �"c_.."in�r'7,_ _.. . � � �-� .: . . . ., .. . � .._._._...�._.:7'��:�: in � I,�I - - ;:,.=°;t�d Time: �1:OQ FM Pl�or�e: 719-499-�s?48 ,:,t:3 Bv: f_�Cz�.t';;<-R a K t�r-T i � �:i �- ^�^.. ,.. f •, j' ;.t � �;�ji-ii.�t� 't �� . It?�m: � Q Bt L�-�o+atkn�s ^4ea� ,;"' A�prc+,rad ` 0?�`Cii'�3 #ns�ecloi cuavis Aetiarl. �r� PA�Ti..,L r'�PP�t?�J�i... rnmtne�its: fr�otin�s tr �:��+or! addit4on.:Pl c-hlmne}� vaneer beistg ac�cied is according to sirt�c c#etail see fl!� �idg c, ;� lacatiar�s ,h�p'} /� �Rti� :�♦ 1 lecati�r/{. ( /�{}�t�'y p/"y�)f� {''� V.Ti iii Vp,.3 t{��1:a��^ily�:l.ylQ/iw. �vy�y6�1� iJp��n (� f� /� 1^"'�t�.�yi�dit�r. F1i- 7'li-Pf \V Y 6.V . �i(i^�ir,�Q��1W. l wnJ'w/ i 1yi�ai�19.�.? �L,1Ji� ��.✓�7 L/ f'�i^1LJ �.. �IV 1 {I\iL:� (°�p�[ t (`; . � 14.'��i�l�a� �I�S� �.EY�. �v{JGiy�y P94tI�DIt. UfY SJ��VI�4/ . �:,omsr�anis: ta�,�ings iui E36r�y b e��icy �tiot �est�y tui �r��aCtitrn Mt�St �.r�i� t�r re4a,�+�«ac�'k>r� bii+14��3 4ns[��ior t;�:.i, Ac.tran: �'� F'+4f21`iA�.. �N�+�ktMT1QN Comrnsnts: k�+JtL4� � f�1Filv i�ll�iC��l�! UVEI,LS PER R� V!�� C� l�Rt��k �?E 1"At� a C�7PY !N FIlE. � 'f2�t7�r`t�3 inst��toi: �c3a�.its � � A�ti�n: Af�.,r�F'h[}1l�L� � C;t,trsrn�.r.t5� F?�� F�J�lt�l�:E!'� FtE'JlE1NQF SIEEI. Pl.,4CEM�Rt'i' � �;�.� �E'f"1`�P 1t-1 �ll.E' f�!'VI^FI` t'?f'TAtl.`� ?�I.�C? R�('EIVF'C? (,�rQ+aIAA irt, ctnr• _�RM Art�o�� Pf PAf�"��t_ ih��'FC"'1t3N Gomiments: �R�R�s�IEL� F��TF�'."; Ft'�F? �- "`�,.� � �IttN�VUt�t_e. t�7�lZ'� ��07?Q4 IRS}}e#tt�r. n��`{IS !".CtiC+t?' .�' P R�P.4'31/E� �?..E �%`r,�., � 1 �.� ::: � t�. : 2 f� � (� _ _.. -- _ _ . _...__ __ ---._.---____._ _.. ___.____..--___ _.__.__....._. --__...______ �.__. _. _ _._ . _. _ ___ ., '��-��-��Uji iti��3�t�.il�ii #''S�i�3i�s�► I��I►�isi'iti��,j �r34„�' -+..' � 4�� I �lRl,__---. _..�_.__._ - - - - -_. ti. _._ —�� .� _-..��'�� _ _ __..� -�-- --�.-�__..__—__^�_ ----- . �'!� i�uG`L AP,EA Commenis: S7AfR'F�7Tl��G ��'^'�'�Ei�d S�i�C B-� ,t_?P�lT ft[�'l�EL? �R �UVt�)f;^ SFiG�:°VIP�tG CR�3l�Mf9F� � FRL)M AF'P!'�C)l1FQ PIAt!!S PLAh1►dER �� Qe�c�.r�cT �a�� r��s ��s�t�uec �L�� ;vv�c�r�c �r�s��c�or� �€� oc�c.u� 05li4�Q4 InspeCto[° G��? Act�c�n PI P�Fiil?�L tNSP'EGTI�N i,flmnfent�: �L #?��'Ri4�P!NG tIVAl.L �+�QT1!��tG� 6��E�! f�4J�t_e a t� �Pl�, C; ior!AtPtTAiht 3" C�LF. TO �ROIltsL> �tJL? 1 1 �^° TG� �:�R�tl� (�r� 7!0*� 4ns��to•� GGC Action: Pf PARTIAL iNSPE�.T1dN Ctatt��ne?tts: �PA R��,�R it�rr}: 2� BLC�-��:,�snda�t9�n.Steei " ApPrav�d " L�?�"?3�i�3 liis csor: JRM Act�an: AF AF'FR+:}V�G �;omm�nls: RP�P.�VEU �F�UIVDATiOlV Ft?F� BLi�s:s B EPa'!`!?�' £7��! '! �3t2f'03 tnsp�ctbr Ldav�ts Rcticn: a.� �PP��I�ED x..�}mttrtett°5: t.F�A{ %�C�� l�t��,T?t7t�! 1rVALa F�+R EP!'T�tY a�� C, �LC�G i0�0�;(33 lrts ctc� G(^i� �w,:;tic�� f�� f�F �''i"��L `��=,^��,?t�`,N ^,��+,�as;��,-�►� xp�Et�2t;l�s��ca�MiC 1l►?t�l gP��Jl�F �`��q: �+��:t�r^'T'�''r"�t,r ``�R�I:t'r� F�3R �rtE REfiTr3� ?�� f,`A/ll.� F��I?R`{ Ahl�? rTAt�? �^ncr.r �PRC�VI(?F �Nt� APPRUVAte �OR GROIrTiNG ALL. ri � � A�JC� ^ �! "'� A�"�t�►h!�'n'•�f F's�='�'.7ttt�. a�^.±%M�? l i�?" APPRt?JED. 10r1�'Q3 In��;t:ctar: .ciav�s �ctian: AP APPRQ4/�C� ��amme�ts: fo«ndatd�srr wali fvr Elttg E3 enfry ;�.`�'�?3 is�s��i�s� CC?Ail1S Act"san: APAP€'RJVE�i �omments: ��l�n<DAi'it}�S 111rA�L AT BLDG A FC�P, �TAIRv Ga;�'�(14 Ensp�ctor: ^�AV4S Actio+?: RP h�PPRtJ4�ED Gomments: �f3tJNGA'�'°IC�h! FU� V1tINDOtf1� V1�Ll. AT t�it�f�TH �iDE QF BLDG B b5/2C1(C� 1!is Ctn�: JRM A�.UQn P! PAf4T1AL thlSPECiION ��ammer:t� AP�P�'•IED 3 tIVALI.S AT P�(7L l.E°,i�'L t�t�!_Y d5�2f31(?� I�,s Gtc�t At# ACt�i��1: ��' o�f'iaRCr�IE�'i ��t:n�t=��=1s. A,P�RC}V�D �'�UiVL?ATi�l,! S?�EL FOR EXTER#O€? �7A#R tier�� 3Q BLDG-Framing "Appraved " €�f`s,�18!�3 Ins�:�ctat� �:davis Ae!ian: Pi PAR1i�4L iNSPE�TIUN Com�ser�ts: Bczsiding G so;�th t�{cony enclosures c�mple#e t�?Ii77iO3 ins� cic+s: GCD Ac�icn: �� PAFTiAE. APPR3VAL Comments_ t.L'ii.i.` C tJC:i�TH EL£UAl'ED NtAl.MtW�YS. C�[�SSU:� T C71�3 SHAt"?' C�1�l�TRUC'f1C3N HAVE �RCF-i SPE� AS�F�A�ZY d��t� 1f03 Insa�cfo€' GGd �Ltit1r�: F't F'#�R7'iAi. tt3�6'E�'7'1G!`�t C:;urruv��Il�iS: ,5i�'t.: � hi ;`sIC7� �3ilii.i�ii�'v':i A & G �.:i-$iM4�1EY €=%c"r'�Nt3�iG. SCiFFIT At+ID FRCIl� FRANtI[VG k3iJll.� C kT �vFtJA � i�` Afvi:? S'i'F�IFi �C}RE IVC3RTH VitFST �,C►R�E� Q7.r p��C13 !l1��+.io[: c.ci�ViS Ar.tf4R: RI PARTtAi It��P!�GT}Ql�1 r�+tt�rn�nt4: Fs�mi►�� frr �!r�g ��xterioc ba4�any �tra� rnd �!( seff`t� iram�ng ��r�ved Q8'C?S,t33 IRS�evie�: CC�HVlS Acti�n' Fy,� P?�!?TIfi,L A�F�R �I.�L G�ttt�ti��tis; SHA�"f 1'VALL �FiAMIhlG ANQ L�0.UiV�,`PY ftQ:�`h"E F�!!,",��tt'1G !fV �l.� � Ei Al.L ST:�RiES �°�, i!gl1�i�3 ins�,eclor. cdavis Acti4r�: PA �P�RTIAL AP�'RC}VAL Gotrs��r�ts: baek f+�at�ing for »li sheetr�ck �atchin� in �eilEngs an�f �.�ralls f� corrir��rs o( E31dg A �il�g S t� K f� sheet rtbck ceil►ngs �n et�ats fr�rnin� ��t4 ln�trl�kivn tn�th�ds appr�+ved Previde lStf�tS�ic�!f^_>Sl �Jf fty�,.,� �f iftSUl�tIc3C! i,i�':i:Cl �S IV?Et-001►11?l:StiEsiB �1Fr`]t£3�'{8! 10/'tQ,Q3 ins�ector: G�� Actic+n: !'1 PI�FiT1AL IN�PE�"ilf3t��1 Con�ments�: �EVI�ED �'LAi�S Fc?P, Si31LDit�G C l�OFtiN RC}Cli= E:;T��l�iCiN t�J F1LE. FF�AAAED PER PLAN. it�:'2f};"G3 lils(�c.iur: Ci"tA4'iS lattit;�i: �'ii �A,i3iZAL r"�€�'F?RCiU'RL �Ct�mm�n18: i�c'.5T �� RC.+��F' Ft'�.AlrlSiNG �°�'� �3i.Cr: � a1'Ai.�'c �i�i:,i.�aSi.�t�t� 11;`i3.'03 tns�iector: CDA�t'iS Aclion: AP Ar��iv�.�Et? Co►»menis; RE-,T {JF FRAhAiN� r0� DLIMP�TER £iJC�.�:, ��J�F �T i3LGG C �1 %��G� lns Ltc��- �r� Act�s,r►: A�� Ar�Rt3if�C� tMvtntyttst�i�. �F��iFr+:.iVE�.1 cPi �T�e`� ►'�?Afe�iiV�a rC7r�t F31..�iLQii�it'� �? liein: 56 BL�G-!�sutation ' �pproveci " n7'{}!3r�3 it►S�ett^r' GCC� Act��n: Pt PP.R'4�A4.. Ih1�P�c;.l1�N ��t;��t'tents: B�JlL�i C PJCp't't�# �LEVATECI WAL1tWAYS. Q7-1�3!tJ;� ins�clar. �:davls Actic�n: �t �FR'TIRL tN^PFC'�'►f}N �omnz�+nt5: E3icfy A walkw� s 11!2i1�3 ins�eclor: G�D r�ctivn: AP APPF245/ED �omenents: BUII.Ct C ENiRY Itern: 60 BLCKK�-Sheetr4tk Nail ` fipproved " Q6iQ�l�f}3 inspectcr: CDAtttS Actlon: AP AP�'ROVED �:,�mrt��ttts' aiiFETR�K �AaF LAYER FC}i? ALi... �F A B�_ii��i'+iN� �kT�RiUR SC.��ITS Ct?t��r!„!I_ T"tl'91�1 !'T� df°R ('^��^i� Fi'FfSI )tR��t�N'f,^7 �! !_^T 6=cs, rr>S �E' .�'r�.6�€-F? tiR u�� M1i �;!! q.Tlti'3P: .ALt. r'G't�l�TF ";Tl�NS nRtr��t' i'F PR?^s�€'f?t.Y e^-A?''"-�F�?-�'IREPRCX?4�fNta REt�l11RFLy C%I+f AL.1 S"TF?t'�T+_tRAL S't'FEL. CARRYIr�G �XTERl�P 4��"Ct�'= t�;^5��:� tn�pect?�' �.�ia�is A�Kt��+n' QI PA�?""t.. iNSFE�:T1C}�1 Coc!�sn�nt� E��t�r'�or sheet s�ck �sn bldg c sa�uth b�iontes t?i�'S i�;�v ins�c#nr` G�'D Aclion: Fi PAR?'?�:�. iNSPECi"it?N i:0�71iTtei145: �:J t.L`�'t ;`lOP,73�i �'LEVATEQ WALI:I��YAY s �CI��''t �'t'P �.� QZ' �. �� 1 y �� -- Rll i3 Z t3 : ��i � Q � � k .f �'`E.��',� � � ��-� 2(i� �__`_�____- �t-`�, � � _ . w�tiitll@ryt& 12122/�3 `��nts: ----_.. �+�spec�i�n_� _ __._ _____. _— ---. ' �ri�; �� ° �: _ 4l�4i�.,, ��ve3� #�t?,t�ot'fittt ----------_-- Y,. CGt�. � .�_ . __� 1 . �rav�tad: parr�2�on ��ric. ston��ft� �� It� __.�__..___._�_,_______ �t8��?,Q f'r� 3`€ifue � �� l31�UiB11 Wi 7".'�r�� !3}t;vf �� (IiSfS@C40f: ' - 51�iiF�� U f'i�Ot3/ Sid1r �'Et C:,IpBlftt^�: . �i3ft�li � fifjtU't'�d.''A.�r w �TTifSI' WC$� rtC Xfi�' 44't�tt�:K4�'3�J$.,. P.. _.__ ; �'�fs"r�t�c.� tir� ir��; .• -'� an� ��a� :�,r;��. insicf� 9 �ded !!at � —_ ____ Ra�rtT .;� r,6�rs �#�i�ti�rt,� rr� Nia� �,Ac�ror:: .:i7��t { r�r�r�rr� �stl,�tat��v�lo�r qpprovsnsent i'f$f`e. �cK it ,�as �"� �in�w siits ��v1�ii �, � ��P��.�"v�C.�;C4tJ�itTtOPJS�r �fr i#e�'n: 9p �L �v�rcern �ai+�.i�...;b�t th�st �►"trs�tw �� v • i�dit_ ifern: 2� � �-FittBf �vvuld f� ta#e� �uatri °�iF� �� h� t+��td� �t �4t��r €i�� -��ic„i�c� P��aaE�iriy rst fter�: �-� A l- I�.C:: yite P � �are ot �� ''u � 53� P�y_TEMA_ �;pfa�n �i��a( �C7, �iy �r�t�r� q�Y� ,�'� or �itt► �ulark 12�1�r[�3 tt1S�Ct4f: �� ADDroved •r a'�fI'rt'�°�tr►» f�i$ Contments• Is ' tsan�a�vai�Ped u�+rc�ng ��'A�n,�a1 on t'�� afcf �i�t� t)EiV1ElJ �2/19/p3 !nsp�ettflr �amments; �lof rR,�� Matt� ta cit � � � �her s��s��fnfer►t�a�p � �F� .+�PPF3f}L+EL� 12;?.�/03 1r,c ,�r c�`'ir� �. w►�� k- d Yrr#�'� wr'fiin �flmmer►ts: r� t�r- �s Yo� caf; rt�e rf t!'jrs is � F� �tU!'h 4ti �- eiurn pt�±�l,�r to A�. a� �pii�� turday t"�e�e � lEern: �° �- i. F�lo rn�re � �sst �ide � f tt_r,�• �. rr�t±er _0. '�3 p�%FtN ,, 3. F�r�ovc� steetttence Trotj � �treet Q�`'�Q .�4PPRCilED;�cr��r�o�s RL �. (� �.�c��a � �,�or Hi�hNanc� Sult��rs �ark�r,g spet. �orp. ot stt brontr�ctors. "�*�..i.........�� . . �__.._,....��- �� Ku rz � �\ � k f t 1` i ir j� d j� R � � � F , f � � i � F f i 10-21-2�04 trtspection�Request Reporting Page 16 7:1:� am_. �_._..____. __---- __��_�t7 - TA1d�1N.QE____�._._.�________..__ __—. Requested Inspect Date: ihursday, Oatober 21, 20Q4 ins pect3on Area: GD Site Address: 122 E MEAD�W QR YAIL 1lillage Center 1 Z2 � Meadow nr. BLDG C AtP/D Information Activity: M03-W78 7ype: B-MEGH Sub TypEr: AGUM Gonst Type: C?ccupancy: Use: C7wner. 1/iLLAGE CENiER ASSOC AppUcant: GA;� C4NNECTI�N, THE Phone: �p3-466-42Q6 Contractor. GAS C4NNEG'iiCYN. iFiE P�zc,��: 3�3-4��-42C:� i�:�rE�;tierr� !t�.kSTAI LATifJttik f�� .��t9�°Jtd t"'aAS PIPft�i� 11d B!,[7t� C �;..� ... _ . :';: �� .. . �''.. ." � r �1 r ts { . �`�t�_s ..±�? s..,s-�., ��,r-�, s F r.`� _ .-_. - � ( t ! ...� ' r�/�� ' r w ', ^ _....�.:...1.;`.f �_._ ��.L._. e.i�.� ._.r Item: 39G i��.�?-�";e;�: Reques2or: GAS CC7N�t� �' s"-t�t�. 'f N[LL � Assigned To: GDANIS / Actio�: . `f'tme Ex�' _. `/ _ Nem Comments: t ttem Comments: UNlTS 1,H,1.i.1 K,3.4,3K.3H,4H t)Ni. r UNiT 1G NO APF'UANC� {NSTAI. LED AT THIS Ti1�E UNti 5G LpG LiG►-4TER MUST t;E f�EMOVED NQ ��E G�R� E.� ��T ��*i�Lx:?` �E�'; ' 4rl`,�': P' itans: �ntered B}r: 5taius: ISSUED tnsp Area: GD ��_�Z�f ��.�z /-� � :a� �� 303-46G-�32i�E3 DGOLDEN K :3F �i� �',LLG1{4EQ UNT{L Ct7N'JEF�S{t7hd i0 � �� . - � � /� Inspecfiion Histarv { ✓�� `�' � l ftem: 200 MECH-Rough w ��,�`�.€-.c� ' 10/2'1;t73 IttS�ectos: $ciicrn: NR �f�sT i��:�L,v r-r,g? tr.t�;F`E':',?'�'U�: Cornments: 11VtLL R�SCHECGULE ✓��2�'L{.�° 40{281Q3 {nspettw: Act r'�cUo�: AP APPR�VED Comments: APPRE3VED At.L PQLY GAS LiNES ANQ TF,AGER WiRE Qtd SOUT�°i JivE: C}F BUIL[}lg�it� - ME� TEST AT METER L4CATIC)N 5t}�RPSI Ite►'rt: 310 MECH-Heating Item: 315 PLM�-�as Piping '` Approved '"" L)6,'25/03 In�pector: cdavis Action: AI' APPRt}VED Gommer�ts: house gas lines for �ldg c north side te�tec! wwithh ?� a!r#ast 5auih side of bidg tautr separste gauges s�li �t ?5� �Irtest Iketn: 320 ttem: 3;3ti Rerri: 3�40 Item: 39t� al! penetratians thraugh raied assemblies shatt �epathced in an approved manner tx3l04103 ins�ector: GGD Actinn: PA PARTtAL APPROVAL Gomments: VENT LiNE� FC.IR F2EGULATdRB. 09/12/03 Inspeetar: r.clavfs Action: PA PARTIAL ,4PPRC?VAL Gomments: unii rIJ in BI� C �t0/2�103 Insp�ctor CD Action: AP APPRUVED Comments: UN�ERGRC3UND 2" & 3" PL GASPtPE ANd TRAC�R Wl14E RELEASE 111t)4/03 inspector: cdatis Aetion: AP APPROVED Comments: unit 5N BIDG G GAS LINE TO COt�KTC7P 19/131t?3 lnspect+ar: c:DAV{S l�ctiar►: AP APPR4VEb C�mments: 3Q # AiRTEST UNlT 5G GA5 LWE l`O FlREPLA�E �6i25/44 {nspec�!or: GCD Action: AP APPRtWED �omments: F!i�EPlT UNDERGRaUNiI PE GASPfPE FRC}M EUILD C 2t}psi TESi. MECH-Exhaust Ho�is MEGH-Suppty Air ME�H-Misc. 60psi TES7. XCEL METER MECFi-Final '. :��3€�;��:�? '. 12J'i9,�03 inspector: cdavfs � Action: NR NQT REACyY Fi�R INSPECTION 12l22103 Insp�ctoc: �y�s��/ ' %_� Actio�: GC}ND APPROVEO/GC3NDITlONS Comments: UhiiTS 1, .141�d:NC,�l,�C,3fi.�M1�NLY UNIT 'iG hff} AF'PItANCE IF�lS'7'ALLED AT Tti15 TtME UNIT 5G LL7G LiGHTER MUST BE REMQVECr NG USE UF F/P ALLGWED UNTIL CONIEERSiC3N it� �AS LC3G �ET --- _ _ _ _ __ REFTl�`�.. ,,`f Run Id: 2483 C..� r7 � 10-21-2004 tnspec�tlon Request Reporting Page 18 7;_1? am � VAJL�,.C4 -.TQV1�N �F --------- Requested Inspect Date: Thursday, Octobe� 21, 2004 tnspection l�4rrea: JFF 5ite Addre�s: 122 E MEApC)ilV DR VAfL Viiiage Center 122 E Mesdow Dr. BLDG B AtPfD Information Activity: M03-0107 Type: &MECH Sub Type: ACC3M Status: tSSUED Const Type: Occupancy: Us�: tnsp Ares: JR C�vner V1lLAGE CENTER ASSC?C ApPiicant: GAS Gi�NNEGTlON. TFiE Phane: 3Q3-466-42Q6 CaMractor: GAS CC3NNEGTICIN. 7HE p{�n6. 3t}�qgg.q�pg C)escripiian: ihiSTAiI.ATiaN tJ� �t�tWitiAC�N �AS L1NE FUR EACN UNIT Cumment: SSAME AS B�bG � IhfF{} F'ERM1T # tuif}'3-bb7B - t�FLORES �c�.rr�rtt�nt tJ�'F�'; ��r`R� lax�t?�l�1ATl�?N C}I�d Thf� 4f,� ��A.0 1.ATiCtRf �.�v!i �Ni�°!,R i ?'sPE" �°�F �A ; I.ltJ�'� (ii"lPJG ` a�>?`�,L� �s` r :�:_��y�*:: C,.� �. �3 U 3 - � �t S r�LU � �`j �" � � � � '.�_�_t i ;;cN�. _.v�;� �� f � � iY�PTi: �� MECf'9..r ilfui f��t�u�sc{ct Time: 08:Otf AM Requestar: GAS CQhir�lE °-' °. 'Tai'� Phone: 3Q3-466-4205 Assigned To: GDAViS Entered By: DGCiLDEN K Action: i'irr�c� Ex�.7 _ ftem Comments: "" Item Carnments: dampers are being d+sab�i at this �fcn� Units 5C,5D,6G,7� 8� 7d are nat �pprcrveci, ic�7 lighters noTellawed to be installe�i. These F/Ps must be converted to a Gas ApRllance ot not ��seci untifcon�erterj {.��ll�'i �?�',5�' iE'"_ '{r' ^�, c� ryE:... .`�.:i��.:��. r' r� 1� � ��°:!i 4 Insaectlon Nistorv ttem: �DO MECH-Ruugh 1A/2i1U3 I�tspector: Att Actfoti: NR N4T READY FQR INSPECTION Comments: WILL RESCHEdULL"- Itett�t: 310 MECF{-He�ting ltem: 315 PIMB-Gas Piping ""` Approved "` 47/25/A3 lns�,ettae: GGD Actfon: Pi RARTtAL INSPECTIt�PI Comments: 25ps� T�BT QN 3 9 1l2" TRUNK LINES, RiSERS AND CSST ihl7C3 UNITS. GASPiPE SiUBBLD TC3 FtREPLAGES UNIiS 'fC,�D,�F,2D,4D, i.iS� FLEXABLE SiRiKE PRt?TEGTMfJN V1fhiEF2E ON PANELED WALLS WHERE CSST RUFJ51lEl�TiCLE. 2 PLACES WHERE EiEND RA[�IUS E;(G€�dS 3". 08lQ6l03 Ins��p�ctor. GCD Action: PI PARTIAL INSPEGTPON Co+mments: RE�ULATCJRS AND SHUT �FF VALVES tC}CATED ABUL� IN LAUNC7RY ROCaMS. PRtaViDE INFOi?MATit'�hl C?(�J VENTfi.,4TED SPACE 1if3LUME Ft�R RECUULAT{7R5. UNITS 5C:,6F 2Aps�f TEST �C}R Ft�iEPLAGE AND� BBCt. PR4VlDE STRIKE PROTECTtQN AS RE(�f3. 08J13103 {nspeMac: cdavis Ac#lon: PA PART�#L. AF'Pft(3i/AL Comments: gas pip�ng fo indfv. units Bldg B unfts �c,ad,5� &�e al{ tesied with 2Q� airtesi Locaiion of gas shutatF iar F/p in unit 3h is approveci ia be installeci in cabinet next ta Iirebox. Provide ialaei "Gas Shutof�' on cabinet cioor 09/041Q3 tnspectar: GGD FicUon: PA PRRTiAL APPROVAL CQmments: VEfV7 LitVES FCsR REGULATC,�RS Q91Q5ii33 Inspecior: c�iavis Actioh: PA PART{AL APPRC3VAL Comrnents: gas piRing 7th story un�ts 7G7d 21� airtest untt f� appraved except to tr�statl strlkepiates at itp 22# at�test 09f101U3 Inspector, �DP�VIS Action: PA PART[RL RPPRQVAL Comments: STfiIKE PFdQTEGTIQN RDQED TC} UNIT 7G CQRRECT[(}N FR(�M PRE1/1UU5 INSPECTION DATED 9!5/t33 03l1dlQ3 Ins ctai: CDAViS ActEan: PA PAR"flA.L APPRt7Vfu. Comments: U iT 2C GAS GINE TESTEQ WiTH 3Q � AIRTEST GAS LINE FC}R NEW GAS RANGE UNIT 3G/3D GAS UNE TESTED WtTH 22# AiRTEST GAS LtNE RUtV Ta TWC� FlPS 'iQ/22/Q3 Inspector: GCD Action: AP APPRUVED Comments. UNDERGR4UPfD 2" & 3" PE GASPIPE AND TRACER WIRE 6Apsi TEST. XCEL METER RELEASE REPT131 Run Id: 2483 . a 10-18-2006 Inspection Request Reporting Page 47 4:27 �m Vail, C� - Citv Of _ Requested Inspect Date: Thursday, October 19, 2006 �-;,� ,J,' �- � �' S Inspection Area: SH Site Address: 122 E MEADOW DR VAIL VILLAGE CENTER BLD 'A' A/P/D Information Activity: E06-0211 Type: B-ELEC Sub Type: ACOM Status: ISSUED Const Type: Occup ancy: Use: Insp Area: SH Owner: VILLAGE CENTER ASSOC Applicant: MOUNTAIN ELECTRIC Phone: 970-524-7115 Contractor: MOUNTAIN ELECTRIC Phone: 970-524-7115 Description: CHANGE OUT THE 400 AMP DISCONNECT AND 2 METER STACKS WITH 4 METERS EACH Requested Inspection(s) Item: 190 ELEC-Final Requested Time: 09:00 AM Requestor: MOUNTAIN ELECTRIC Phone: 471-6155 Comments: Village Center Bldg A- later in the day if possible Assigned To: SHANN Entered By: DGOLDEN K Action: Time Exp: /�� ,,:i c'`�� _ G�G �� , �P,^a a � � �a�e�� -z._ 'i� � % ) t (/l�n.c,� j -13 >u.�..�s � � .� � i iLYt iJ•�C'� L'�' .r .0 ....-... L— i�"�ti C+ri j✓ ��/�✓ YI / t% � Pr .. , /�`� �� J>e-�e v1. %� i_,t._......_._. .. Inspection Historv Item: 110 ELEC-Service Item: 120 ELEC-Rough Item: 130 ELEC-Conduit Item: 140 ELEC-Misc. Item: 190 ELEC-Final J .��lG� ?�� z e /c�_i�-Ze��6 �. � REPT131 Run Id: 5823 _ _ ...___ _..___.__. _ ..__ ___.. _ _ . .. _ ^� �,n �, _ . _ _ _. _ 7.�-.�<-��G� ��t�p��#i�r� €'��.�� ep�r#��tg 5:as �iTi 4��i�, ��7► ° ��i�Vtl�i'�3l� Rec;uesrect lnsp�t Date: weanesday, a�cer�i�er zZ, 2004 If15p �C�IOIT ,�J�B: .7�t Site �dclre�s: 12� E ME�QYV fJR VAlL 124 "�ilfc�v�e B�idge Rt�ad tlt�iT # G3 BLDG C �� ,AIPiD Irsformat'son �L4%VI�. f"U.nr-CyF1�5 Ty�is: B-PiAl1B Si1t�'T''�6: AMF St�tUS: l5.�.�l:EG i:,:cN �sf Tv�+: i�c;cu�wr�cy: tJss: in��a Area: JF� U+Mner: i1it�LA�'�E �EhIT�R ASSC►�f' A�?�If�'21it1' P� �,��Fl3INCa � Y'�T�iV�� 1�VE: �4't0tt�: �%Q-��-7%� Cunx+�acior: rLl�nne�►�tv SrS i�hn�. �Nt,. Phor�e: 970-a�iiii3 £)escriptsnn� ��t��4:�� 2'ft.1l3S f�G� 5H�V1l�RS NEW RtitJWER 1iALVES Sl��'�Tra�,L �� i`Et�N4�P H1VC� itl�IA1 Pf_Uful�!►VG �IX�i,�RL�S ��cti«�t�tl lnsn�cciion(s � it�cn: 2g0 PLMB-�in: � Reque�lor: P�.UMt3lItil� SY:.`,' , . ._ . Cammen'L� :�,til tr�li 7�l�' 4'3�-�L� � Assiqn��iTr: �r��1C?�lUf;�.�v^�! , F�Li,.,.,. ',t�,t '�., _ r _ ...._ ... ..._, r �( ��c�uested i'trr�e: 08:OG �#M �+hone: 719-499-9248 sy: �cLa�ra � 1l7S F'CLtO11f�i�i�,•, � r-- _:_.i�_,..�.,...... � ... liern: 214 i'LM&lJnder�rour:�' ttetrt: 22Q PLA!!B-Rrit tt�D �."�1 ' 0&'� 1�(?� fria �.`.'.• � �` ' . . , �`'� CCiFlF?� ":?'tON FdFf<2UlRE�:.: G�tnFnents: 1 � � 1F��'�C- � "C��Tr ,��: �, �R' f S��?!��`v ■�� ?f f:�. �N+C�'s�'�ER GRk�Pd � a.Q��4+l��L. TI:.. 7 6 �� F'��AX 'r't..1�iKaR�F`�'�.3 3,R�UTE 7�^ R VAL'titE L�RAf{+! TCJ itilASHER ST.AP3� �!!�E C�`2�/03 I;��c#�t: JRt�9 Ac;tiUn: AP tt�FF'Ft?CrtJEC° itetr�: � �C3 PLNiL- ��us�w'Water ttam: 2�Q PLAAi3-�as o-i�;i+ic� i#�r��: �9G PL�II�-r=inal _ --- -� .__ _ _._._ _. _. _ __ _ _ _ _ _ _ _._ . __-----_._._ _ REPT133 ._. ___ __. _. - .�t�n � d. �677 �� ._, .d. K�,� _ 12-22-2003 Inspection uest Reporting Page 1 7:07 am �/' � VAIL. CO - T�YY�L?F C`�� `��R�quested Ins a• M nday, December 22, 2003 , on �' �C ,,� ite d es�"' E MEADQW DR YA1L � � - �'�� Viliage Center Compiex ` � p ��, / � AlP/D information u" t" . : B03-0029 Type: A-MF 5ub Type: AP,PT Const T, : Occupattcy: Use: fl FR r: VIILAGE CENTER ASSQC Ap�slica : HIGHLAND BUILDERS G4RPORATION Ptwne: 719) 520-5100 Cop�tractor: HIGHLAND SUiLE�RS CORPORATiON Phone: �719) 520-5100 ��fpUon: Exte� impravemer�ts far ttte 1/illage Ce�ter Comptex ment: Checked & okay - MGENNETT menC REVISKiNS ROl1TED TO MATT AND CHARLIE Status: ISSUED tnsp Area: CD ADDED VALUE dF $ 75,OQd. TO EXtSTING P'ERhMT - ADNYN Comment: Summa�s was signed but held o� conditl�on dema confracboc obtahtied Itcense and generel conVactor had tfre alarm company ssfe Uae system prior wMhin 24 hours. - CDAVIS Commer�t: Project stopped by Flre dept on DAl23Ja3 ror talse aiarms. scn�dulea msedng for aa�2A/o3 in AM to dlscuss talse ala�m ma ment. - CDAVIS Comment: Plans Ra�ted to� Cenr►elt. C ie Davis. Pub11c Works 8� Fire CD4AVIS k.... fi2.L;y'I C_;� � f _ �_ �'c�: �'`-� � ► � v �' %7 �; � �.. � ,� ,.-. . r . uested Inspectlonisl " � 1'Z- �� , .� � � r _V��.�>��1t�- �...f ��v�� '1 �z. � S �.�r _ _. �-.,�- -� ' t . 530 BLDG-Temp. C!O : HIGHLAND BUILDERS CdRPORATiON Comme : WC MARK 719-498-9248 Assigned .�, .. CDAVIS Act� . _ .. ....,.. _,__-�_..._. Time E : n� c�,��: rE-na�ECr�r�:�c�i �, Requested Time: 08:00 AM Phone: (719) 520-51CIO �.... EMered By: CDAVIS K =�� ,�-�-� C� -PLANNING �PT APPROVAL REQUtRE �-�-y~--LL-�..---�---- -PUBUC WURKS APPROVAL REQUtRED � R �-°� -FlRE DEPT APPROVAL REQUlRED -ALL t7THER PERMCfS ASSOCUITED W PR4JECT SHALL BE INSPEC�D AND FINALED .. ,Ta llST ' � ' '/ Item Comments: Tf,� MAtdY ITEMS ` � j��'L, OCCUPANCY APPRailAL DENIED, , � , �� .t�,,�� I�C,� � � I;� . � � � �� ,_, � (.... � :� (.��,vi��) x �,:�! ,'� Ibem: 532 PW-TEMP.1Ci0 �� [`'�� t�`� Requesbed Time: 08:00 AM Requestor. HIGHLAND BUILDERS GORPURATiON Phone: {719) 52Q�51Q0 Commenis: WG MARK 719-499-924A Assigned To: LSANDOVAL Entered By: CDAVIS K Action: Tlt� Exp: Item Comments: rea a 1 atltier departmeM are oTc.l w�ibe wtiiing to re�tuum on Saturday December 20. Mark to call me if so. Ghaife D. wi# you caii me [i tl�i� is an apNon. ftem Comments: C)pps, entered wrong approval an i(rst ac3ton. Isandovai Iterrt: Requestor: Comments: Assigned To: Actlon: ttem Comments: 533 RLAN-TEMP. G/O HIGHLAND BUILDERS CCIRPORATION WC MARK 719-499-9246 MGENNETT Requested Time: 08:00 AM Phone: (719) 520-5100 Entered By: CDAVIS K Tlme Exp: rPToriiC�al%iirlwixk, stor►efbauider—'movin�gme�st be G�n�te�d: w�ikweys rad�d flet & grav�led; peint on open stairwe0 window siNs must wrap to tl�elnside: der�elop�r ApprovemenE�Agreement mUSt be signed, e Ag notorizeci, and flled rvrih received eslimate and le�t�c of c �-' e r; �- �r� �� ..lG � � _ Ld ,�,� � .. k' � �,_.._ � �. ` � � �` � ��--- � ��1 �� , c� � �r� �� I�soection Hi�torv ��—`'-� e ,�j Item: 226 FIRE DEPT. PIQTIFICHTtC}N �� '` `�� ". Rem: 10 BLDG-Foo4ings/Stee1 " Appraved '"` c �= �r"�G�'� S S REPT131 Run Id: 1481 ( ' �� , dCr 12-22-2003 (nspe+�tion Request Reparting Page 2 am 07/01%03 inspector: cdavls � AcUan: PA PARTIRL APPROV,4L Comments: too�ings to su additionai chimney veneer being added is accwding to sUuc dgtall see Ale BMg A 1 � 03/22/Q3 Inspecta: CDAVtS AcUan: AP' APPRt?VE� Comments: FOQTINGS FOR BLDG B AND C ENTR�S 1dl13103 Inspec ar: cdavis Act�atti: DN DENIED Comments: �fo�t �for Bldg B�� ready �r inspectlon 10l14/03 In ot: GGD A�tbn: Pi PARTIAL INSPEGTION Comments: LD B NEW WINDaW WELLS PER RENISEQ KRM DETAfLS COPY iN FiLE. 12/Q5/Q3 !�� or: cdavis Actfon: AP APPRUYED Gommerns; PEPi ENGMIEER REVIEW QF STEEL PLACEMENT SEE LETTER iN FlLE REViSED DETAILS ALSO RECENED ttem: 20 BIDG-FaandadoNSteel " ApExoved " 09/23/03 !�pe or: JRM A�cUati: AP p►PPRC7VED Comments: A�PPROVED Ft}UNDAT�N FE}R BIDG B EN'fRY QNLY 09/26l03 1 spec cdevts Actbn: AP APPftt)VED Comments: C�IFMUtF«OUNDATION WALL FOR ENTRY OF C B�DG 10106JQ3 Inspector: GCD Action: PI PARTIAL INSPECTIQN CommeMs: KRl1A ENGi1VEERING WILL PR�VIDE SPECIAL iNSPCTTION SERVICES FOR THE REST OF THE CMU ENTRY AND ST,41R CORE. PROVtDE EIVG APPR�VAL F(JR GROUTING ALL CELLS. ADd 2#�i's AT WIND�W OPENIIVG. SECOND L{FT APPROVED. 10J15/03 Inspector: cdavis A�tion: AP AP�'Rt7VED Commenis: toundation waN for Bkig B enVy 12l09/Q3 1 ' CDAVIS AeUot�: AP ARPROVED CammeMs: Ft� Tft}N WALL AT BLDG A FOR STAlRS Item: 30 BLDG-Praming "Approved "` 06/18/03 tnspeci,or: cdavis A�ctian: Pf PARi'UIL fNSPEG�N Comments: Buflding C soutl� bakony enclosur� cwnpiets 07107/Q3 inspectot: GCD Actiotr PA PARTW. APPRQVAL Commenis: Bu�LD C NORTH ELEVATED WAi.KWAYS. GQNSULT ON SHAFT CONSTRUCTION HAVE ARCH SPEC ASSEMBLY 07/11/03 inOpector� GCD Rctfor►: PI PARTIAL INSPECTION Commen�: S�J'TH SIDE BUILDINGS A 8 G GHIMNEY FRAMfNG. SOFFIT AND FACIA FRAAAING BUILD C AT ELEVATOR At�iD STAIR CORE I�RTH WEST C�RNER. 07/16/03 Inspecta: cdavis Act{a�: Pt PARTUIL iNSPEGTtt�N Camments: Framing torg� C extsrior baiccrny wraps and �11 soffit iraming ap{xo�ec! 08/08103 in�p�!or: CD?IV15 Action: PA PARTUIL APPRBVAL Commet�ts: SiiAF'T WALL FRAMiNG AND� LAUNDRY ROC}N{ FRAMMJG IN BLDG B ALL STORIES 2-6 OSi13/03 tnspectot: cdavts Actlon: PA PARTG4L APPROVAI. Comments: back traming for aN shaetrack pa�ching in ceiUngs arM waqs in carridors ai Bidg A Skicj B Ci.K % at�et rock ceilings in uniis iraming and insuiatfon meit►ods appronred Provide informatior► afi type � insulation c�ed as Nfa�rrcombustiD#e materiei �a�aa3 ins�Co� GGb Adfo�s: P! PARTWL INSPEGTIaN Commet�ts: RE SED PLANS FQR BUILDING C NOf2Tti R�F EXTENSIDN IN FIlE. FRAMED PER PLAN. 10120/03 Inspedor' GDAVIS Adfoit: PA PARTtAL APPR�VAL Comments: RE"ST �F RCSOF FRANHNG FOR BLQG C STAlR ENCLOSURE 11/'[3103 Inspec�ot: GDAVIS Aactfon: AP APPRt)VED Comrnents: REST OF FRAMli+Ka FOR DUMPSI'ER EhiCLQSURE AT BLDG C ttem: 50 BLDG-insulation "'Ap� ov�ed'"" O7l08/03 ! sp ' GCt3 Actio�: Pt PARTIAL INSPECTIOPI Comments: BnU1LD C NORTH ELEVATEQ WALlC1NAYS. 07/10/Q3 Ins or: cdaWs Actlort: PI PARi'iAL tNSPEC710N Car►tnents: A 71/21/03 1nspsctor. D Actio�: AP APPROVED Comments: BUILD C EN7RY Rem: 60 BLDG-Sheetrxk tVali ** '• 06/04l03 1nsp�tar: CDA Actbn: AP APPROVED Gomments: SH�ETRQCK BASE LAYER FOR ALL OF A BUIIDiNG EXTERIOR SOFFtTS CONSULTED ON OTHER GODE REQUIREMENTS -MUST REMOVE PAPER BACKEQ INSULATION -ALL PENETRATtONS MUST BE PROPERLY PATGHED�FIREPRC�FlNG REQUIREO dN ALL STRUCTURAL STEEL CARRYING EXTERIQR f}ECKS 06/25f03 Inspecta: cdavis Actio�t: PI PARTIAL iNSPEGTiON Cwnments: Exteriw shes�t rock on Wdg c sadh balonles 07i11/Q3 I�r��ctor' GCD Ac#bn: PI PARTIAL INSPEGTK3N Comments: IHA C t�RTH EI.EVATE[3 WALIf WAYS SOF�ii GYP 07/16/43 Inspecior: c.davis Actbit: NR NOT READY FQR INSPEC'TION Comments: Sheetrock rat read�t for inspection Cali in tor in�pec�lion when read�t RE PT 131 -___._.__----.-- -- ----- Run I d: 14 81 12-22-2003 inspection Request Reporting Page 3 7�07 am VAIL_ CO - T�iMN OF __— 07/18103 inspeciot: GDAVIS _ Actiat: PI PARTiAL lNSPEGTIQN Gomments: EXTERiC?R SHEE'CRaCK AT BLDG C SOFFRIS 09/02/Q3 In p�tor CDAI/tS A�ctfon' PA FARTIAL APPROVAL Comm�nts: BL�bG B C�RRIDt?RS BASEMENT THRU STFi LEVEL APPROVED Q3/1 �f/03 inspector� GCD Action: PA PARTIAL APPROVAL Commsnts: 6 A1JD 7 FL�OR CORRIDORS 10�`01 f03 In cdavis Actton: PA PARTIAL APPRI�VAL Comtnents: B�Cortidor Nds 1,2 8 3 stoty 1QJ141Q3 inspector: C�CO Actiw►: Pf PARTUIt. {NSPECTION Comments: UNIT 4J 10116J03 inspedar: GDAVIS Anion: PI PARTIAL INSPEGTION CommenM: UMT 6E 1P1 B SLDG SFiEETR�CK COMPLETE 10J30/Q3 1nspector: GGD AcUan: Pf P/iRTUtL 1►JSPECTION Gomments: EX'TERiOR GYP SHEATHING, AND FRT PLY WOOa Ft)R BUiLD C ENTRY PEN�NG RECEIPT dF �SSEMBLIES FRdM aRCH. 2 Jt31NTS tN t�NS SHIELD HAVE t� C)VER LAP MAINTAIN JQIhIT STAGGER. 11/13/03 Inspector: GDAV15 ACUon: AR APPROVED Comments: REST aF SHEET ROCK F�R DUMPSTER ENCLL�SURE 11/25l03 Inspector GCD AcUon: AP APPROVED Gomments: BL11lD C ENTRY ttem: 70 BLDG-Mise. " Apfxoved •• 08J13/03 Inspector: c�vis Actian: PA PARTWL APPRaVAL Comments: Penetrartion patching and dFaflstopping at corriciafdwelting unit separations 8tdg A b�sement levei, 2nti & 3rd storiss 61dg B bNt story cotrfdot dtivelling draft s�opping andp tton patching q8J15l03 in�p� or: ART Aclion: PA PA��If'IP�APPR4VAL Cpmtne�►ts: FlFiESTOPPINC APPLtGATIONS at.OG A BASEMEiN 2ND AND 3RD STCMIES QJ/05t0:i l�spector: cdsvis AcUon: AP APPRCIVED Comments: aii oI Bldg B flre penettatbn petching completed 09115/03 1nsp�tar: GCD Actiorr CR CaRREC'iiON REQUIRED Comments: 1.USE MINERAL WQO{_ AT HEAD JOfNT. 2.FIRE CAULK PENETRATIQNS AT �LOQR. 3.FlRE GAULK ALL OPEN PENETRATIONS RND 50LlD GRQUT NQN- GOMBUSTtBLE fTEMS. 09l1]!03 lnsp�tor: GCD AcUon: GR CQRREGTION REQUIRED Comments: STILL HAVE OP'EN PENETRATK3PIS 03/18/Q:3 Inspector: GCD Actbn: PA PARTIAL APPR�VAL Comments: BUILDING G 1,2,� �LO�RS FlRE STOPPING APPRt?VED. 09/22/b3 1nspector: CDA1tIS AcUan: AP APPROVED Commenis: PENETRAT�N PATCHtNG FC?R BLDG G GaMPLETE Item: 530 BLDG-Temp. C/O 12/17IQ3 1ns or: cdavis Acdan: DN DENiED Comments: ON SiTE iNSPEGTK3N PERFRaMEO CUREECTIOtVS: -PLANNtNG OEPT APPROYAL REQUIREQ -PUBLIC VY�RKS APPRCI�/AL REQUlRED -FIRE DEPT APPROVAL REQUIRED -ALL �THER PERMITS ASSClCIATED WlTH TN1� PRC3JECT StiALL BE IhiSPECTED AND FlNALED 12/19/03 Inspecior: cdavig Actbn: NR NQT READY FOR iNSFEGTION Comments: TC�d MANY lTEMS TO LIST OCCUPANCY APPROVAL DENIED ttem: 531 FIRE-TEMP. C/t'3 ttem: 533 PLAN-TEMP. C/O 72/'i 9/03 Inspecior: Matt Genneit Adion: DN DENIED Comments: Prior to TCO: ail dirtwork. stonelboulder moving must lae completed: waikvrays graded tlat & graveied; P�int on opeo s�ainaelt wfndow siiis must nrt�ap �o tfie inskle: �� of _ ove�nt )lgreerr�nt must be signed. rx�torizsd, and fliad wkh recebad esUtnate and cradit. ftem: �0 BLDG-Final iGam: 22 PLAN-ILC Site Pian Item: 532 PW-TEMP. G/Q `" Appfoved ": i2J19/03 lnspector: Is Actiart: DN DEN�D Comments: Opps. entered wrong approvel on Nrst acib�n. Isando�val 1�1131ai f or' Is Action. AP APPRQ'�IED ,:,.7 Comments: N�ready, but if ali othe� depadmeni are ok, i wiif be wifling to retum on Saturday December 20. �� Matk tQ caN me it so. Chaile D. wiil you cali me �� is an option- nem: �s Pw-Flr� c�o C � c� S� v2 �' W f�'j �Z--�a f��r? 5 � %"�'� �r �u�.� � � �i�..,r�i V12.c-. S w 1� ��S --- i�� '�. �sS ,�~Z, �. `� i f� / ��'�'2.1�`�� _S ��'C !�-�.i S L% � != �'�-�i-� i.t (s, �^ / i�1 r1� ��: v` t/-�'? '17C �ta � . n ,� n REPT131 -��- 6�� n. ,r-� �� .�U�-�� '� � �� ```' Run Id: 1461 11-� � I / f �1 K`" �,V�i /l�1� f . � , � f16-30-2t�0� ir��p��ort �teque.�t ��ps��iBt� ___ - P�� "! 1:52 at�t__________.._.._- ------- �+A�L_ �� 1C�d'�[�.S�E ______ Request� In��cct �r��: �issfgtted i'e�: E�s�#lon Ty�: ins� csn Ar�a: �tt+e �cfdress: � � :;. ��.�y, .�ur�+� �o, �aaa �;;��t��S C� i �2 � 149�dL�U1d4i �7R VRIL, �3iage �.�stbl�r �omplex }k��r3fy: f3it�-fli�3 '�"j►pe: �-fvl� �ub : ri.APT StaRu�: iSSU1�t7 �ons►. '�ups: a}c�u r��y: C�e� �! FR �n�� Ar�a: C� �tt�n': V9Li..aA�� C�N'E'ER F�� Ap�t�t�t: F61t3F-I�.A+IVC� �litLC?�� CORF�C3�A'�►�� l�rae: !7"�9� 5�p-�1tl�i c.�mr�ent �u;nino� � wa� s3�r�:� �i r�e�d an cn�-�3t��r� �+��u �w,tr��r z�ir�d ik�n� an�# �ra0 cor,t��ct� i�d nte �`a�rn c.�psny �i� #sr� s��rn ��+r �!n 2� i�cwr�. - GDA,A3il� ��rrsmarst: fi€c��i �,ta� �y �ie� �� un ��,'� rrsr� iar� �l�� srs. scta�du�� rna�tir�g ia� 04r24ia3 �n �N�4 to dis�cr�s #akse a:ar€!t ma �mer��. - GCi�V�� mant P�'��s �2s�fsd ta��t G��t�ett. ��ar9ia Ct�vt�, �c�btt,: iNtxic� $� FBre C1s�rt - Ci�Altl:s Rea+��s� ins � o�r � 3t�: 20 9�.�aG-�s�t�nd�ttot�f5t� �equesbed 3'l��e: Q8:�0 AM ff?sq�cx: Ni.a�H��+ !ytil�.t�RS �� TK}t+i i�hr.�tt$: 7i9�9�J-�i48 --t�- �7S- �st��e� �ro: �r�a ,�) � G �-'�'�� nte� r�y: �o��E� � ��: � Y' ;�� : .. ��J-r7 t�� c:> Y2 C � �_ I (�/� � � �"_ �` �'�� ;�.1 f �rc:�3 � � � � �� `� -�' � -, � �p' � 1 �� j-_� � C_ _ �� !`�� , �-- __ � C \ � �. � � �� .. C� � %�- �n��s�o�, ��r� 0 � � � �`�`� i � � � , , � ,� ' ,, Pierr�: ��ti FIl�� 1'7�F�'i. h1d?°31�'N.';A71t?�t Et�trt; 10 ��G-r�rtir�sfSt�ei t6em� 2� 8`�-Fe�undat��St�s{ � t%am: 30 B!. C}�-Fa�mitti� [�6/� �10"3 i�s �': cci�vls A�#c�t: e�i PAFtilNl. ihl�4�EC�'!L?iJ C:o�,�rtdnr�nts: Esu in� C� lsekt�y� enclo�sures cra►npigte tt,�m: �fi �#i.t�-Ensa�9�iiQet tt:otr.: 6A F�L�-S�e�rt:c_k Naii '�'' ovAd '""` t�'si4�/�3 Ir�spt3 or: Gi?A9J.�. Act�n: Ai�'Af'1�t)VEC! �c�nr�s�L�: 5F1�E1°RC?GFC ES�.,SE iA'�� 4� AL! CSF ,4 BUfLt2iN!E� �X�"ERK�R S�FFlTS Gt3�lSUL�'Ea C�iV t�i'i-iEt� ��, h�EC�U!#?�l�lla�t�,�;'f� -1�IUST B��MC3VE PA�R ��E� !!�lSU�,r4"t`!�'JP^f -l�.i.. t�tl�3'RATK3PlS NAk��T BE f��tJFa�i�E.i' P�.T�f-�EG-�iR�PRtJt.?Fl!�tG ��f.1lR�D �A# ALL �'iF�42C�lr�Ai.. *�'T�EL CRR�II�il�G El��'�t��tR C�GK� i�'w'25/t� ln��ctot: c.davts l�etiaa�: Rt ��2i�t lAJSI�'��T1C31�i ��mmt}r�: �;tta�IOr sha� r�k �m Etis� � �tth t�k�n�s ltetit: iv t��.�'i�-i�Ei�c. iQenZ: � F3i..��'-Fi�rof ltem: �i PI.��!-1i.C. �oR.and�tlan Plan Rt�n: �2 €�l.r�i-li.0 �#s �an �ter�: �a r�--r��. c�o �r�: a:�s ��r�az.. c�a i��.�1 A �4i,�ri Ir.i; lllfi 10-11-2�04 � lnspection Request Reporting � Page 11 6 _39 am_______--- - ------ -----.. ___._a. ..... VAtL, �C� - TQ1l1iN_�?F----_- -___.__ .______.__ . .._.� _ .______.._. __ _. .� ___ Requested lnspect Date: tnspection Area: ` Sit� Address: AlP1D Informatlon Actiivfty: NI03-dp36 Gonst Type: �'c+ Cawne�: VIt.LAGE C iE ASSO� Applicant: R�& H ME� AN LL.0 Contractor: f� $� H M�� AN i. LLG red 'Ta: Action: Tt� 390 ri4�GH-FinaE R � h! MECHAN{C;� CC}AVIS Manday, C3ctaber 11, 20�4 CD tZ2 E MEADUifU DR VA1L �i 2� Wlliaw Hridge Road Sub �: AGOM �tM�GS TO CF#ARL4E - CC�AVlS E? I�EVi�if9J,'�ApF'l�i�lisAl. •� [�Fi_C �� 2 LLC: _ .l"1w1 N✓ ��' -!/ Phone: 3Q3-543-9894 Phone: 3t33 5A3.9H�?a Siatus: ISSUED tnsp Area: �D �� sted i irrce: u�:U� PiY�i Phone: -or- 970-3�&2699 Entered By: DGOLDEN K ��iP�'rii� r=��1�'�C�L 9i�! BUlL£NNG `C' - ACCESSIF3l.E GAS \lAL.rlE FrJR TNE $QIC.�F4 HAS N4� i i4� . 1 F1Rt,iVii�l.?. AQPf70PRlATE "GASTITE" INSTAt.l�ATH::�F.4 At�44",� �a41R�+�RT' i'�J` T"C) BE: Pf�C11/1C�E[.�_ RZ=1t�.i�;t-?�=r°;T'K�?t�! 4S 6��C�t_!lRFC! item rdmm ts: A?PRC3V�D F!!UAE. h�l�r;�rt.��,�,;�:,.�~„ ��p ��Yt��.� FC�R �?!.)3�C>!�iC� "A' ` f/ �/ v ��—. "�-QJ ,�-5 i�t��l, � C� t,� �� l �• .� � *-�---- Insqection Hist,o„ r�r � � � � 'J • � � -T�ou h �. , ftem: 2IX} MEGti g °�gcu.�r:� " � 12/10/03 in�p�et�r: �GG �cfi�,r�: r'I F'�?TtA�. gCt;3f°`�C'7t:`CK Cornments: BUILQ C BASEtNEiVi EXT�FtiUFt WALii WA`�' Sh10V1IM�LT' �tt�t}�;i"iE�'t'. 12/i5l03 InspecLar: G�C3 Acfio�: N�t NQ7 i2EADY FOI� INSF�ECTtUiv 12/i6l03 Inspector: Art ,�,�tton: AP AFF�RQV�D Gomments: A1r�PRQVED BUiLDiNG'A" MAIN ENTRY STAIR SNC?WM�LT PIPING Ali� PRESSURE TEST � 1Q� APi�FtC)VEC� S!�!C►WMELi PlPi�1G �Yt�Ui FrJR BUILQiNG'�' SQUT'HEAS"t' AND SOUTHW�ST GORtJEFZ PAi145 - N�? AtR PRESSURE E3N SYSTEM, �ALI FORAIR 7EST INSPECTIt}N C3N WELNdESDAY '12-17-2t3Q3 t?5/2Q/t}4 Ins�e tor: JRM Actton: PI PARTIAL IN$P�GTIQN Gomments: APPROVEG� � t,;ROUND LEllEL L?ECKS BtGG C 1(}t� � AiR TESTS 07/09/04 inspetiot: JRM At�on: PA PARTIAL APPRQVAL Comments: APPRC}VED 2 ZC3PIES ARCiUND Pt�UL DECK STI�IRS AND W�1LIC ON WEST END C}F "B" Bl[}G Item: 31Q MECH-Fisating ••App�aved•" O6t17/03 Inspectar: Ci7 Action: PA PARTIAL APPRfWAL �omments; 9Q�sf A1R TEST COMRLETE SNt}W MELi BUILD G 4st TNRU 5th STC?RIES. PATCH PEhJETRATiON THRUUGFt MECH R�fM 90psi AIR TEST BUiLD A 9sf TNRU 3rd STORiES. 101�7/q3 Mspectc�r: JRM ACtion: Pl� PARTIAL APPFiQVAL Commenis: P1�TIAL APpR�VAL t3h1 GEGKS GRCNJND LEVEI. SC3UiH SIDE Ut�ii BLDG'S A AND B QNLY iQQ# AIF2 7EST 11/06l03 Inspector: Art Acikan: Nft SUC}�' REP,ClY FL"�R lNSPECTIC?N Comments; iVUT READY - LOST A!R TE57 11t10/03 tnspecior: GCC� Action: PA FARTIAI APPR�SVAL Comments: SNC}WMELT A,S,C NOFtTti SIDE 10�sf 11/12lQ3 irtspector: GCG Acfian: Pl FARTIAt_ lNSPECTit?N �ontmer�ts: aRFOW MEl.T FQR STAIRS DOWN TC? LOWER PARKING 2 DECKS GARDEN LE�IEL St)UTN SiDE 1�0�s e TE�T. 11/79/03 I�s�ectar: GOAVtS Actian: Pf PARTIAL INSPECTI�N Camments: BLDG A L01lN/Ef� StC7EWALK �hlQ1t11tulEL7 1(l0# AIFtiEST 7�/261tt3 lnspectoe: cdauis Rc4ton; PI PAF:�IAt. INSPECT{t?PI Comments: SNC7WMELi Fi�R C�R11tEWAY 1� Atf?°iESi 12lOS1Q3 Insp�cte�: cd$�tis Actian: NC3 NOTIFIED Comments: contracEar canceeled v�+it4 rsshcerfuie far fail�ing d�y 12i12J`J3 insp�ctor: JRM Actk>n: PAPAR'fiAL APPRQVAL Comments: �PPt�fJVED 2 ZC�IVES t}N Ci}�{V�W�,Y SNCtWMEL'� i0D # AlR TES"f �.___� __ _�.._. ___. _.. _ . _.. . . _ _. . _. _ — _.. _._ __.___ _. _ __._.____ _ _ __ _._ . _ _ ..._._ _-- . __ _ _._.___ . _ ___. _ . _ __� �p�l�� Run Id: 2443 10-11-��04 Insp�ion Request Reporting Page 12 �'�� .�m _ _ ..__.,_ ._� ___ ____ _--- ---1f�4f1,, �4.--��WN_4E ---- - --. - -- - -._._______ -- ._.__..__.___ O�t?4/04 ins��eetc�t. G�AV1S �tion: t�A PARTIAL APPROVAL Comments: SNQW MELT OF WALKWAYS AT BLDG A AN[3 BLC�G B t'�N NQRTH SIDE 2 GAUGES BtiTFi 'f QQ# + AIRTEST ttem: 3i 5 �. --'�' ► 07/12/04 inspector: JRM Actlon: PA PARTIAL APPROVAl. Gomments: APPRC�VED STAtRS AND WALK BETWEEN BLDG B ANi7 C 10Q # AiFt TEST 08/�43l04 InspeCior; GCD Action: PA PARTtAL APPROVAL Comments: BU)Ld A N UVALKWAY 100psi G8t17l04 fnspector: GG� Act4�►: PI PARTiAL INSPEGTit}N Gommenls: BUILCi B NORTFi SIDE SNOWMELT iOQpsi TEST. Q8/18/t}4 insp�e�tar: GCD Action: AP APF'ROVED Comments: BUiL� C td�'?RHT AND SQUiH SIDES ANQ POUL DECK 10apsi TESi All. SNOWM£Li APPRC?VED. PLMB-Gas Piping iQ/21/Q3 tnsp�tor. Art Ac�o�: NR NC}T RERDY F4R iNSPECTI�N Comments: WILL RE�CHEDULE 1Df31JQ3 inspector. GGD Action: PI PARTIAL 1NSPECTIQN Gomments: SOUTH SIDE UNDERGRC3UND AUPPLY AND FdETURN Ft� RSNOWMELT 80ps1 TEST. MECH-Final "�ApRroved'* 1Q/08/U�t Inspectar: Art Action: AP APPROVED Commersis: APPRflVED FlNAt. MECMANICAL �DR SNt}W�uIELT FOR BUfLDiWG'A' 8 B' 10t08104 Inspector: Art Action: DN DENIED Camments: DENfED �ilVAL APPROVAL OF SNC;VtifMEL7 FINAL 1N BUILDfNG'C - ACCESSEBLE GAS VAL1/E Fi7F2 TtiE BOlIER HAS NdT BEEN RRQV{DED. AF'PRCiPR1A7E "GASTiTE" 1{VSiALLATI(?N AND SUPPQFdT fS TD �E RROVIDED. REINSPECTION IS REt3UIRED REPT131 � Run Id; 2443 �� l �--� �� . 12-22-20�3 insp�tian Requ++�.st �e�orttng Pag� 10 _ 7: ti7 am _� � __ '�`t�I1.,�G0 - Tt,�1NN S�2E_...__..� ItJP1D Intbrmat9on Canst T��'. OVVner: ican'k: C ctor. oescrtptior,: Cornmen� Rec�uesl�d irtspect Da�e: l4bonday, De�cember 22, 2003 ln.sp�� on A�rea: +G� �IUe Adttress: 12Z E MEAE�t�1pIF DR'VAIL Viiiag� Cerrter �tZZ E Meadovr Dr. BL� C AA03-0078 Type: BrMECH Sub AC1�M �: VlLd.�AGAGE GENTER ASCSD�� ---_.______..____ E3ft5 Gt?N�f�CTtGN, "ft1E "_._.. ._.__ _._., P'ha�a: 3Q3-4� GAS CQPiNECT�i, THE ---�" � �: � �r�7�.�noM oF �cx�nt+�ar� �+s ��c � sio� c �,� j �u { Iterrt: Requestor: �wnntnen�: Assfgned ro: Action: n CommeMs: �� v 390 MECH G/AS CANN CDAV S�L ��j�j�� ' -- 6i�- p �� +��. p nspectlon Hisbon► � St�tus: ISSLIED tnsp Area: GD %, l.� � RE1ttEW - �l.Q ES � �v V� ��c}uesUed Tfine: 08:00 AM � �_,,. Pltotte: 303-466-4206 �� Enteced By: CQAVIS K � Jl.,�j C��, ._ j�.( D��S�L(c�� G�t,Q �tiPo tJ S� �-� G�'� � _. � i�em: 2d0 MECH-Rough "' Ap�pravad •� �� - 90121/03 lr�spe�►r Att Actfan: IUR NOT REA�Y FOR (NSPE�CTtON Comments: lAIItL RESC�iEt7EiLE 10/2E�03 t �p or.' ��Ut Actlon: AP APPRQVED CummsMs: A��F�}� ALL f�t.Y G/m►S L�IES AND'fRACER WIRE t3N St3UTH S�E Oi� BUILC31i� -14lR � � TEST AT �lETER LUCATIE3N �PSE . Itsm: 310 MECH-Meetlng Item: 315 PLMB-Ges �I�kng „` Appt�'• U61a5/03t int'sctor; ct3avis Actlan: AP APPRaVED COli1tY{8litS: FIOtlS� {�F1AS �Ot G 3 �, s�� ,� � �� 09rQ4t03 i��s ��c��C�Cb�� $�AcG°on�P R� � iAPt�RClV rAtiLaved mautner �� Cammsnts: VE TN LINES F�}R REGULATt3�tS. � 09/'i2/03 i or: cd�rts Action: PA P�tRTWi. APP'Rt�VAL �Comments: u�in�g G ��1 � Comtrtents: U�N�ER t�tJND 2" � 3" PE GASPI � TRACER iMRE. 6UpsE iEST. 7(CEL METER r RELEy4SE 11104,'03 1 ' cdavis F�c�iar�: AP APPRtJVED Commenfs: u�i�BLDG C�AS LINE TGl C('K�KiOP 11t'i3/t33 inspector: CC3AViS Actlon: RPAWPRt}VEU Comrt►ertits: 3C3 # AiFiTEST UNIT 5t� G�Aa Llt�E TC3 F�EPLJ#CE Item: 32i3 MECN-Exhausk hloods It�rtg: MECH-Su¢p�y A{r Ite�• �Q IwAECH-14Aisc, tt MEGH-Flnai �/, �\ 12/19/03 Inspactot: cdavis Act#o�: PJR Nt37 REAQY FC3R �i+ISPECTK31�t yV' ��V�� .._— rtr� V1�� T �� . p �� C � PT1�1� � n �1z c� � �- �� .�� c:� � L C 0,��2l�1 T� C'�I-S � d� S� �.vn za: 1481 /o 12-1 &2003 in�p�tion Request F�eporting Page 24 6:50 am YAtt.�'�_�_OWN OF Requesf�d lnspect Date: Thursd�y, Oe�c�embe+r 18, 2003 !t�p� �rea: JR i5 be ��l�sidt'¢�ss: i22 E MEADCiiM DR VAIL 7241tY�itt3w 8rid�e R�ad AlPID Inlbrmatlon �: M03-0080 Type: &l�ECH Sub �: AMF �S�s; � UED GonstOwn�er: WILIAGE CERi'TER P�S�� AP3�kant: R& H MECFU�NK:AL l.LG Phor�: 3Q3-543-9894 Ct�r�'actor: R& H MECHANIGAL LLC Plna�e: 303-543-�94 Qescrfptfon: R�MC?iJE ALL BASEBQARD iN HALL.WAYS�CP AND fiE-G4FJNEG"� AL! PiFES. IN3TALL NEW RtSERS QN FACN F��R, tN�'TJit.L qd-F1.tX�Ft RAD�At�T HEAT Tl� WHICH US TD BE STAPt.ED TQ T'1-� UNDERSIDE �3F FtOC?R fN HALLWA'Y'S. ALSC} AA�► ZONE VALVES ANR THERkK?STATS WHERE NECESSARY Requesbed inspec�on(s1 Item: 3�0 MECH-Final Requesto�: R 8� H MECHANiCP�. LLC Asstgned To; JMC?NDRAGON A�ctlon: Ttme Exp: �r�5oect�on to Requ�sbect Tirne: 08:00 AM Phone: -oc- 528-2695 Entered By: DC�OLl7EN K �� ,��'� ltent: 200 MECH-R h ttem: 3�9Q MECH-Fie o�� aa cdavis �: PA PAR'tfAL APRROVAE. GOt1itY18�1'ZS: L�n�� 1p�fl#1'18 Btld 11@8f �8t1flS YQt COtf�dUtR �85�&d tiAf�18�i �$5� �!@4t 81dg 8 t�at rin�.s an� �i�s for c�k�rs 7 gat�ges tor a�ch fbor testedat 85-iOtA� atrt+�st 10i�6l03 { GGCt A�fion: Pt PAFtTiAI IPISPECTiC)N ComtneMs: E��LD�C�WEST �MRY aNC�WM�Li 3UPPt.Y ANC1 fiETURFJ 10E�rSi IEST. ltem: 3i 5 PLMf�3-Gas PEping ttem: 320 MECH-Exhaus2 Hoods ttem: 33Q MECH-Supp�l A!r � � � � �... � ftsm: 340 M�:C:H-Misc. Item: 39Ea A�i�Cf�s-Finai /,�k;'�T ��f? D �/ �G' '�S C/ iG d/ �� r� /�.5�`'O vt/�''� `` Li� ��C � w9y � � �- ,�/� S�.S'i '%'r7 % �J � � ( '� ��i�`/�%��S- /-�'02 / � �'%�� '�`/� REPT131 (A/� �'�D��r/ v.�r.�,i � I�un Id: 1478 /� 10-08-2004 Inspe�on Request i�eport�ng Page 4 6:50 sm VAIL..�. ►�1___- _'f�l�1d.I�LI�E._.__.__ uequegted inspece �ate: r=�day, o�toe,�er os, 200� Inspecaon Are�n: CD Site Address; 122 � MEADt�Y1t DFt VAlL 1 Z�F iNitiow Bric�ge Road AIF�lD Infarm�tlon Attivlty: M03-0036 Type: &M�CH Sul�'(y� : A�UM Si�#us: 15SUED const Type: occupar�y: Use: rnsp Area: ca Ownet: VtLLAGE CENTER ASSOG !�rllcaM: R 8� H MECHANtCAL LLC Phcu�a: 30�-543-�4d Corrd'actot: R& H tr�fECHANiGAI l.LC Phone: 303-543-9894 Qescrip�lon: Sh10WMELT SYS'TEM lNSTl�LI, Comment: Rt?UTEt3 S7AMPEQ l�RAWiNGS 70 CHAidLIE - CDA�liS Comm�nt: RC?UTED TC3 CHARLl� F(�Ft i�EVlEWJAPPROVAL - DFLORE� Rectuestecf Inspectian(sl item: 390 MECH-Fina! RequesteC Time: 08:00 AM Requestor: R& H MECHANICAL LLC Phrme: -ot- 970-32&2699 Assigneti i'a: GDE{VGKIA Et�teretf By: C}CCii.DEN K Actlor�; Ti►ne Exp: ,__.______ J'� --- �-Z} �,/ /� Pf'O�oli�"° ,�l/ / � v�rz /� �-tj � ,%'�f � %� J /.3Uf� �/r� � — /Jr"EO �«'� ssl��- � ��95 �nsR�:tion H1storv ,s'�/v% �'% /' F� (1 i�L ►/'� ¢' /�/1D Pr2 �l�S i / T� •, � �.�Si/'� LF 7�0•� �n: aoo M�c�-Rou�n �,ap�royrea � �— SvP�o� � 1E�10103 in�t or; GCD A�.tion: Pl PARTIAL IiJSP£�iit)N Ctunments: 8UiL0 G BASEMENT �XTERlt�R W�i.K WA1f SNf.?WhAELi 9Q0psf iESi. 12l1v10;'� Inspectot: GGD Ac�on: NR NC}i' RE,4DY FOR iNSPEC'ibN i2/'f6t0:3 In ot: Art Acti�: A��►PPRQVED Co�rtments: A��CJVED BUILDING'A` ANAIN ENTRY STAIR ShtCfWMELT PiF�thlG AtR PI2ES3URE TEST � 10C� ARPROVED SNOWMEi.T F�iPING f..AYOU�' FQR SUtLDING `C' SOUTHEAST AND 5C3UTHINEST GdRNER PATK)S - N4 AtR PRESSURE QN SY3TEM, GAL.I. FORAIR TEST INSPEGTK3t� 4ht WEDNESDAY 12-17-2t703 05/20J04 ins ' JRM Actiort' Pl PARTIAL lNSPEC7IC)M Comments: l3VED 4 t;RQUND LEVEL l�ECKS BL6G C 10Q # AIR TE5T5 " O1/09/Q4 1 ar JRM Aetbtt: PA PART4ql. A�PROV�4L Comm�nts: �OVED 2 ZQNES AROUND �4L QECK STAIRS AtJD WALK t�N WEST END Qf "B" n�,: �sa �c�-�t�t� � �royea *k �� 06/17t03 fnspectat: CD A�ctfon: PA PARTiAL APPRQVAL C.c>mrr�nts: �i R!R T'EST COMPLETE SNOW MELT BUlLD G 9st THRU 5�h STORIES. RA CH PENETRAi1t�N THRUUGH MEGH RC}QM 90psi AiR TES"T BUILD A ist THRU 3rci STCJRIES. ` IO/271Q3 inspecta: JRM Ar.#bn: PA �ARTWL. APPROVAL CommeMs: �AFtTiAL APRRC}VAL Ohl i7EGKS GROUND LEVEL SOUTH SIDE ON BLDG'S A RND B dN�Y i0t}� AIR TESi 11F06J03 inspectar. Aet Actlon: NR NOT READY FQR lNSPECTK�V Cammentx: Nt'�7 f2EADY - LQST J41R TEST 11l1Q103 Ins or: G�D Actior�; PA PARTiAi. APPRtJi/AL Commenis; SN WMELT A,B,C NQRTH S(t�E 100ps! 11;12/Q3 !ns�ectot: GCD Acfftm: F>I PAR7iAL i1dSPECTit�h! Comments: S6�tEaiN MELT FOR 5TAIRS D�WN TQ LQWER PARKiNG � DECKS GARDEN LEVE� S4UTH SIDE 10Upsi 7EST. 1�/19iO3 1 1ot: CDAViS Actitin_ PI PARTiAL iNSPECTION , Comments: B�A LQWER StDEWALK SNGWMELT iQ0# AlRTEST 1 U2+6JJ03 ir�specta': cciav�s Attfan: FI PARTiAI iNSPECTlCiN Comment�: sNC)WMELT FC)R QRNEWAY 100� AtRTEST 12/OJ/03 Irtsp�aFCtor: cdatr4s /�tiort: NO NC3TIFiE� Cotnmenis: cQntrattor caru�eied wiit reshcadule inr foltawir� day i2l�f2/03 Ic�sp�tor: JRM A�iott: PA PARTU�►i. APi�RQiJAL Comment$: APiyR(3VEfy 2 ZONES t}hi DRNEWt�Y SNOWAIiELT 10l1 � AiR TEST Qf/24Jpd Inspectcx: CDA1�S A�tiort; P�# PARTiAL APPR�VAL �c�mm�nts �t�IOW MEL'fi t3F' YVAl.KV1iAYS AT BLDG A AND BL.i�G B C1N NOf2TH 51[}� v �`uAUGES BQTM 1Qf1�{ + AlRTEST � _ ___.. __ _ .. _. __ REPT1:3�. Run Id: 2437 1 C)-48-2004 Inspection �?equest RepQrting Paqe 5 6:50 am _---- S[A1, CO - TC��LM._�E _--. ttem: Item: �a�mments: AP�ROVED STAIRS AND WALK BE TWEEhI BLDG B f�tVD G 7 W# AIR TEST �l13/C34 in � GGQ A�ctk�: PA PARTIAL APPI�OVAL Comments: B�N WAI.KWAY 100p�!! Q8J17tt?4 Inspe�tot: CsCD plct�cm: f�i PARTU0.L 1NSPEGiION t,:omments: BU1LD B NORTH StDE SNt)WMELT 1UOpsi TEST. Q8148/04 1 ' GCD Actlo�: AP APPROVEC3 Gomments: !D C N4RHT ANO S�71JiH SIDES ANQ �'C}�I.. DECK 1QQps1 TES7 ALL SNGIWMELT APPRC?YED. 315 PLM�-Gas PtpinQ 16f29fQ3 ins�ector; Art A�ctlon: NR NQT READY FC}R INSPECi'K)N Comments: WftL RE�CHE[7ULE 1Ci/'31/Q3 ,sp�toi: GCD P►ctlort: Pt PARTIAL lNSPECTIQN Comments: SC)UTH StDE UNDERGROUND AUPPLY AND Rf'i°taRN FC! RS[�WaAELT SOp�I TEST. 390 MECH-Ffnal �,�-�-��, REP�'i�i ., � �,��`�� -�--..,.., -�- �,.R�Oa:'��J � �.1C:1\ `�''�:.,.i.... ��.��`��` � �e,;l�,,�.�.� ,.�:,,`'�'�2,._�oS�.. ,, �\'w��.,`�,r'.`^�3�.ca�-�. ��h, i � i� 1�ti �\�' 4�`�`�~ � �, �' �'�, �-- �- '� '��,�',.. �� 1..'��- ,,c� t;�„`�;�"� �1�,�i��3�� ';��'�C-"��. _ ��. Q Run ��-;, 24 37 '�.J ,. �,� � _�� o � � Co� /�ID lnbemation � 1 � �T� �+ �` ' �� : `�� in�p�tfan I�equest vatr �n .. Tnw �� ,,�..� ��y�J � �Requesfi�d.lnspe�t"JDate: Monday, December 22, 2003 �,-�--'""'inspectien Ar�a: JR Site Actsire�s: 1 Z2 E MEAi3C3W DR YAlL iflllage Cenker 12Z E il�eadow Dr. Bt_DG B � �: MQ3-0107 �u Type: &MECH Sub Type; A�t)M � s: � SUED p� Cfsei t)+ntner. VILLAGE GENTER ASSt�C � App�kaM: GAS CONNECTK?N, TME Ph+ane: 30:3-�l66-42Q6 Contraetar: GAS �QNNECTK3N, TH� Ph�r►e: 3A3--0f6-9206 DeS�trip�an: INST�►LLATltJN O�f}MM4l�1 GAS lINE lF�R EACH lJNIl' Carr�ment: SSAME �4..5 BLD�G INFO PERl�' # M0�-OQ78 - D�Fl.C3RE5 Comment: NEED ING�E INF !WA'TlQN ON THE lN.�'TAiLATiON AND VYHAT ZYPE [� GI1S LlNES 6EIWG lNSTALLED - S �- V 1 `"� ��) \" '�-� _ �i�►�L�+d Errs Ontsl � �.:�`_'---------- -- - - � _ ____ _ _ __ __ __ _ _..,. _.-- �,� _ .. . _ ___ __..__._- _ ttem: 390 MEGH-FInaF "`�� Requested Tfine: OS:00 AM �� .� Reauestoc: GAS CC3AlktECTtON. Ti-fE Ptwne: 3Q3-466-4�06 , ltem omrr�ts: ��-� v�L� �� -.�.� I 1 � l� � � � � Insc�eclion HistorY f � F � „�. � a� a� � � �, �� J �'� i ' �� ► � 7 ltsm: �0(7 MECH-Rough r � L 1 a121 ttsm: 31A MEC itetn: 315 M ��25/C?�, r�l c , �� Y38J06l03 �o�ttments: � `�' - Entered By: GDAVia K ��rfyV`� �� _ D i2 �► S�G�ct�.� � 1 � ��.z�� <��`SSr�'c � �.. Action: lyl� NC3T,JfiEADY FC?R INSREGTIOIV r�. PANEL.EL? WAI.LS �iUhIS VEf�7�Ct.�. 2 l�t.ACES WHERE N'� ll� EXGEEi�S 3". inspercl.ar: GCD ,At�lon: Pl PAiiTlAL iNSf REGUtATORS AND SNUT (3FF VAL"�S tUCE4't'ED ABOVE lNF�RtulAiliJiV Ohi itEN'T�A7ED SPACE 0lQt.liit�AAE FOI� iR� UNITS 5C,6F 20ps1 TEST FC3R F�EPLACE � 88Q� REQfJ i3 r,' / ti = S7UBBED WH�ERE �JIV RC�S. PRC�YtDE ITt3RS. STRIKE RRQTECTN:}N AS 08/13/03 tnspecttx: cdevis �4ctiQn: PA P�RiIAt. AsP�ROVAt. Gomments: gas piping ta tn�. uni� 8�g B unks �c.�d,�v�� e sii � v� 2t� afr�st 09/04l03 ComrsreMs: 091�J5103 Comments: 09l�.OiQ9 ��ominents: ' --"'��' 0811 Q/Q3 Comments: Lacal�on o� gas al�atoff fcx F/p in tmit�his ap�pro�d ta be Nra�iled In cabirtet next to tlrebox. Provir�e lattel "Gas Shutofl" � cioor lnspector' C�D .-- Actban: PA PARi'U1L AIPPRQVAI.� VEPY7� LiNES FOR FjEGt7LATORS Ins�ctw: c�avis P►ctlon: PA Rl�?'i'IAt APPRCaVAL g�s p{�'71h siary unHs 7G7d 21# �ir�si yait�ic a�xt�vad ex�cept �o it�st�� trike at ft 22� �itte�t t�s or; �CiA1ltS A��P� �ARTtAL, APRRC}VAL 5 IKE P'RL�7EC'�RJ ADQED �'t3 l.liMiiT 7C C£�FtECTK7i�t FRC3M PREitf0t�5 iN5PEC'�N DATED 915/03 !ns�c tar: CDAVfS A�cticxt: PA PARTiAt. AP�RQVAL UNIT 2C GAS LINE TEST�D Wi�'F�i 3Q� A{R'i'EST �GA.S L1NE FOR NEW GAS RANGE UIVR 3Gi3D GA�`a Llt�lE TESTEQ VIIITH 22� ,A�iTEST i�aAS LII'� Rf1N 7t3 i1Nd FlPS 10/�2/Q3 !nsp� o�: C�CD Ac�an: AP APPFtOYED Commenis: UPJDERGROUND 2" �& 3" f� GASP�E ANQ'E'RaCER WiRE E�Ipsi TEST. XGEL AAETER RELEASE ftem: 320 MECH-€xhaust Hoods ltem: 33Q M�CH-Suppfy Air ftem: 340 M�CH-Misc. kem: 39t) MECH-Final -' REPT13�. Run Id: 1481 �/� __ .._-- � 12-22-2003 insp�tion Request Reporting Page 14 7:Q7 am VAlL_;_.�t�► - TQWN O� -- - - - --• ...,,r �r�.�„ rr►o e.�e�cr�r�rv.f �s.r ��rv.+ n.a�rwr.... ....�.... � � �� l �� ' � j Js�� t �C> ��.1 ............. �� 4K\\r\ '� • �� \ // j��`� ��`�` y }� �1 , �. � .�... �,� ��_ �. �Y`t 1 I � �� i � �� j�v n^�- �r ��..5 �:. F� �� j � �� ,.._ {�.., ;� � !J � ��1 , '� „ 4�F� }��4�Cr{�t`�t��1. �'�j�r� ; ��. �� s� _� ..-----� ___._ , � _\ ( . _ -- ....._�.... � � � � �� 1�( (1F�C� t I r�. � ; � i ; .�,._ � .�, �� U �� -- � � �� ,,�' t�t:� ., 12-22-2003 IRSpe�tiQn Request R�Rorting Page 18 �:07 arn . _. YAIL. C� -'�Q�11�.M t"3F � Requestec! Inspect L3ate: M+ot�ctay, DeGember Z2, 2t103 irus rR�ree: JF�M �i�ress: �t2Z E lNEADQYIF DR i/AIL 414 wlliow Bridge Raad AlFID Inbrmatlon Activlly: PQ3-00?5 'Type: 8-PLhItB Gonst 7'ype: Occ� C�amer. VILLAGE GENTER ASSOG�� Applic�M: PLUMBING SYSTEMS. ING. ConVactor: PLUMBfNG SYS7EMS, INC. aescrlpUan: iNSTA4l FLQ(}R DRAIt�,S IN LAUNDRY AREA.lM Gt?R .,.�, . . ..BQXES _.. _.. __ .__..� _�`, � 1t R�iestied inspectionts} l f Item: 290 PLMB-Final � , Reqt�estor: PL.UMBING SY57�M5; INC..._... __ _.__ _.... ..__._..__�.__._, C:o�nments: wNf cal! Keitri 390-5+147, Bkig B r��. .'�� ;7 • ,•� � � Sub : ;AMF ��e;. _._.,.,_�_ Phorte: 970- Time Exp: C �/ --��.I c� t'�, � � �v ��' � �,._ �,�,� c � l (�0� � � � �� n� � � � ftam: 210 i�LM&Utuisr round ttem: 220 PLM&R D.W.iI. _�� 0�8/Q6JC} 1� or: GCD Rctlan: P! F Camments: BIJ�LDtN�G B tAUNDRY FIfK�R DFt/UNS. VEP, DF�ItN C?N 3rti FIC�QR PR0IEIDE PR�:�SURE TEST tNl F!J'd't�'tE 8Ua Q8/08(03 In�� w: CDA�ftS r1cUo+�: PA � Commsnts: W�t'i"�R CC?LUMN "iEST FDR CYYW LQCRTEC{ Item: 23Q PI.M&Rough//1�11tater :_" r.:.- ��' ` 08�'081C13 In ar: Gi�AVlS ' /4�tibrr . , �? � � Ci sp�t Comments: S'T#tEET PRESSURE � ��RUNDRY RUOM fAt BIDG A MECi�'IWfGA,� �ttem: 24(? PLMB-0a�s Piptrtg � � ttem: 290 Pt.M&Fir►af ` � � �� l � �- � � � �� i� ^ �� v�s C� , c�� 4 / ` ,� ��`)` c.�, � � S C� IM � _— � u(� �,1 v � C �� R�FTl31 � Status: 15SL1ED hrsp �ree: JRM ��L 2 WASHER i Time: 08:00 AM Phone: 39A-5447 Entered By: DGfJLOEN K ��,�=- �r��1 %G� �J 3f� �'C c FLOW TESTEU F'�kRT1AL APPROVAi. �! t�t.DG A f.AUNDRY RCX?M PAI'�i`iAL �CN%A!: -r � ` � r S� .S -�� o�;� �� c�,��0�,�- ` � �.t'r'rvv a �� . Run Id: 1481 .._- ----.._._. ��__._ _----_ 1�-�:2 �s; ;�?i:�i4ti Ri:f�El�S� R��3C�i'�li1l,� age � _ 4, 27 �rn __lt�ilL. �._� �3 �1d�� 4� _ _ ___ _.. _._.. , �_,.�� Action: N!� Nt�'� Fi�ALI' �OR !"JSPECiIQN Comrn��s. Sheetroc� nat raady iar inspe�tion Cafi ira far ins� ction dahen ready t7,'.'�� 't}3 !ns�ect�;F ��i�,�VSS A�iion: '! PARTtAI I�iS��CT7dN C�mment5' £:4TERit�R �9-t�£'+ RQCK AT fiL�Ci :: �aF�1T1� tJ3�'t`it^?G:5 lel5'u%u:<�x' +r'..��,"��t�.`' AGili�tl: F'A�A[�TtAL:4{�Pf?OVAI i.ot.-�rt��iliS. �1»��:i � Gt�FFRte;.�C?R.S F3A`-u'EitA�iJT TiiRU STrt t.��r'�i. AF'A€�.:1'rEt� i39:` � 1;t1� it�s��:l�€: iw€i •'l�,tk�il: P� RARTI�L AFPRC�1/Rt. t,.0iT1!?'ff f1i.a�' f. H�u�`f a' Fi.�i� (..�RR��R� 1fl�011Ct3 fr!��e!'[�?Y: CLt3Vic !�ctior�: Pp !'ARTtA! f1PPR�1lAL Comrr�ent� �ts�� `�+rridc�r !iti$ 1.� & 3 story 'fl7%1d'+J� 1415� CtQf �.7C.[? p1Ctl017. !a{ f'F4f� Cl/4L �PdSPECTIC3±"J !:Crt?!tilt�!°s.�� L�R°11 4.' 1arls�tf3 �nc�ac+a�- �'f�AVtG �ft;��• �'� �'q�TlAl.. tlaSP�CT►f�N ��mmvnts� UM? �� IN B�E.t�G SHEETRCX:K CC?MPl. �T� 10f3�iC?3 IRSp�ct�;� f�C�? ��tic?n: PI P�RTlAL It+l_^,.P�CT1Eih? �,,omsttents: E%�TE#?i�'JR G"fP St-tE►�TNtr9G, AN� FRT P! Y W�t�D FOR BUiLD C ENTRY PEN�{iJG i�'E^EIFT (�i� A^.�EM�33.i� � FR�P1� AR �i-{. 2 J�INTS !N t?EhJS �HlE! � H.AVE tJd dl�FFt LAP MAltJTAlN J�#FvT 7TAGGER. ��#!13iO3 Ir�specics' CDAti(� Action: AP APPROVEC3 Comments: REST QF SHE�T ROCK �OR DUMPS'iF'R EtVCLCiSL�RE i 1�`��"A3 ir.s� ci�r: �Ci� a,4tir�n: AP APPft�VED Cammes�ts: �!_�.,! r: � ��'{�?v p'�p?;t7�# Ins�actc�r CCLti �Ctlan� AP �PPRt�VE� C�rn<��nts: 6U14�� 6 EN'iF?�' �YP. �Qri�r�.! !ns�ecto►� C�r) Act{t+�� AP APPRC)VED �C�mrs�er�ts' t3�lITS 6� i.E�E_iPdG AND WAL�S APPRQVEn. Itern� 7C� E�L�3G-Misc. " A�}�ravsd "' �&� 131Q3 tnsp��tor� cd��is Actian: PA �ARilA1. RPPRdVAL C4mments: Penetraii�n atching and deaftstopping at ccrridoNuvt�eliing unii sepaeations Bidg A basement �ev�l. 2nci 3� �sd strsrz�s r� Bldg B G:h sto�y corridcr ti�nelting tit3ri stoppin� and �r»UaU�:� �tchi�g QSi � Ji iJJ In�p�ct�r: A5'.�' Acson: �' �A,R A�. 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