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HomeMy WebLinkAboutB06-0292TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970 - 479 -2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ADD /ALT SFR BUILD PERMIT Job Address: 992 PTARMIGAN RD VAIL Location......: 992 VAIL VALLEY DR Parcel No...: 210108115001 OWNER KELLEY, MARY B. & RAYMOND F.09/21/2006 2800 S UNIVERSITY BLVD STE 37 DENVER CO 80210 APPLICANT BROWN -WOLIN CONSTRUCTION 09/21/2006 P.O. BOX 701 VAIL CO 81658 License: 100 -A CONTRACTOR BROWN -WOLIN CONSTRUCTION 09/21/2006 P.O. BOX 701 VAIL CO 81658 License: 100 -A Permit #: B06 -0292 Project # PRJ06 -0421 Status ...: ISSUED Applied ..: 09/21/2006 Issued ...: 10/04/2006 Expires ...: 04/02/2007 Phone: 970 - 949 -4186 Phone: 970 - 949 -4186 Description: REMOVE EXISTING DECK AND REPLACE WITH NEW DECK THAT WILL INCREASE 10' ON THE EAST SIDE Occupancy: R3 Single Family Residence Type Construction: V B Valuation: $30,000.00 Revision Valuation: $0.00 Total Sq Ft Added: LCA -� Ell' ********************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FEE SUMMARY************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * + ** Building ------- > $441.75 Restuarant Plan Review - -> $0.00 Total Calculated Fees - -> $886.50 Plan Check ---- > $441.75 Recreation Fee--------- - - - - -> $0.00 Additional Fees ---------- > $0.00 Investigation —> $0.00 TOTAL FEES--------- - - - - -> $886.50 Total Permit Fee--- - - - - -> $886.50 Will Call ------ > $3.00 Payments------------ - - - - -> $886.50 BALANCE DUE ------- > $0.00 Approvals: Item: 05100 BUILDING DEPARTMENT 10/03/2006 JRM Action: AP Item: 05400 PLANNING DEPARTMENT 09/21/2006 Warren Action: AP Item: 05600 FIRE DEPARTMENT Item: 05500 PUBLIC WORKS See the Conditions section of this Document for any that may apply. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY -FOUR HOURS IN ADVANCE BY TELEPHONE AT 479 -2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM. /W 'k SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER CONDITIONS OF APPROVAL Permit #: B06 -0292 as of 10 -04 -2006 Status: ISSUED Permit Type: ADD /ALT SFR BUILD PERMIT Applied: 09/21/2006 Applicant: BROWN -WOLIN CONSTRUCTION Issued: 10/04/2006 970- 949 -4186 To Expire: 04/02/2007 Job Address: 992 PTARMIGAN RD VAIL Location: 992 VAIL VALLEY DR Parcel No: 210108115001 Description: REMOVE EXISTING DECK AND REPLACE WITH NEW DECK THAT WILL INCREASE 10' ON THE EAST SIDE Conditions Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 16 (BLDG.): (SFR) SMOKE DETECTORS ARE REQUIRED PER SECTION R313 OF THE 2003 IRC. Cond: CON0008466 The applicant shall not expose the cut ends of the "Trex" decking material. A facia board on the deck shall be used to hide the cut ends. Cond: CON0008467 The applicant shall add texture and color to the sono tube piers to match the stucco tecture and color. TOWN OF VAIL, COLORADO Statement Statement Number: R060001605 Amount: $886.50 10/04/200608:24 AM Payment Method: Check Init: DDG Notation: 5605 Brown Wolin ----------------------------------------------------------------------------- Permit No: B06 -0292 Type: ADD /ALT SFR BUILD PERMIT Parcel No: ' 2101-081-1500-1 Site Address: 992 PTARMIGAN RD VAIL Location: 992 VAIL VALLEY DR Total Fees: $886.50 This Payment: $886.50 Total ALL Pmts: $886.50 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------- - - - - -- ------------------------ - - - - -- ------ - - - - -- BP 00100003111100 BUILDING PERMIT FEES 441.75 PF 00100003112300 PLAN CHECK FEES 441.75 WC 00100003112800 WILL CALL INSPECTION FEE 3.00 APPLICATION WILL NOT BE ACCEPTED IF C ETE OR UNSI 0 b - O q Project # B9Ilding 2�49 Permit # - T Z ,` � 7Q - 479 r .�lr�spect�on., WN 0Fv TOWN OF VAIL BUILDING PERMIT APPLICATION Separate Permits are required for electrical, plumbing, mechanical, etc.! 75 S. Frontage Rd. Vail, Colorado 81657 CONTRACTOR INFORMATION General Contractor: Town of Vail Reg. No.: Contact Person and Phone #'s: C e lC �b w,� -tt)v I.� t j ► / 0 0 — Email address: Fax #: Contractor Z I �ftv f 01 CT= yAI I IATIr1RIC F'r1R RIm r11Nr. PFRMIT /l ahnr R Materials) BUILDING: $ 3Q (� a ELEC TRICAL: $ OTHER: $ PLUMBING: $ MECHANICAL: $ TOTAL: $ 3 © 0O0 c.... L7......../.{{ I- t- 4 =_ I- t`.,....f.. ACC•ACCfwe / Woh 'at Q7f) _19R_RRdn nr vicif www eanla- rnuntv_rnm FOR OFFICE USE ONLY F: \cdev \FORMS \Permits \Building \building_permit.DOC Page 1 of 16 SEP 1 2006 02/09/2005 Job Name: K LLr,-- v &C V_ Job Address; �5 Va l Uu.11 t�rt� I lJJ 1 ' Cure_ Legal Description Lot: Block: L ][ Filing: 7 Fsubdivision: Va i ' Ow rs N e: Addre ` a V_ ev coo ;ifn�0�:� il� #� Vem 1' Sd�lb Phone: 0 o 0S50 Archite Desi ner: U ' Address: if own *_v- u 1) vv -e- Phone: 30 3 5"01 sa Engineer: , art Addr �!`a�l 4� �f��� Phone: Detailed description of work: // / Z moto (, d I d 9 410 4. & n ew �eJe i n 5c7n1Z l �ciM I wo - ; Class: New Addition ( ) Remodel ( ) Repair ( ) Demo ()C) Other ( ) Work Type: Interior ( ) Exterior (x`) Both( ) Does an EHU exist at this location: Yes( ) No (�() Type of Bldg.: Single family ( )," Two - family ( ) Multi family ( ) Commercial( ) Restaurant( ) Other( j No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building: No/T e of Fireplaces Existing: Gas Appliances Gas Los Wood /Pellet Wood Burnin No/T e of Fireplaces Proposed: Gas Appliances Gas Los Wood /Pellet Wood Burning NOT ALLOWED Does a Fire Alarm Exist: Yes 2 No( ) Does a Fire Sprinkler System Exist: Yes( ) No (� FOR OFFICE USE ONLY F: \cdev \FORMS \Permits \Building \building_permit.DOC Page 1 of 16 SEP 1 2006 02/09/2005 �L) �WN�Ytl ASBESTOS TESTING REQUIREMENTS THE TOWN OF VAIL AND STATE OF COLORADO DEPARTMENT OF PUBLIC HEALTH REQUIRE ASBESTOS TESTING ANY TIME WHEN MORE THAN 160 S.F. OF MATERIAL WILL BE DISTURBED OR REMOVED. AN ASBESTOS TEST AND REPORT IS REQUIRED TO BE SUBMITTED WITH YOUR BUILDING PERMIT APPLICATION FOR ALL REMODEL, ADDITION OR OTHER PROJECTS INVOLVING ANY DEMOLITION OR REMOVAL OF BUILDING MATERIALS THAT MAY CONTAIN ASBESTOS. BUILDINGS CONSTRUCTED AFTER OCTOBER 12, 1988 THAT HAVE NO ASBESTOS CONTAINING MATERIALS ARE EXEMPT. A COPY OF THE REPORT MUST BE SUBMITTED WITH YOUR BUILDING PERMIT APPLICATION I have included the asbestos test and report with my building permit application applicant signature E date . I certify my project will not disturb or remove more than 160 s.f. of building material. The construction plans submitted with my application clearly indicate this information. (This will be verified during plan review, and will delay your project if found to be inaccurate) Nk applicant signature wil date • The building was constructed after October 12, 1988. The date of construction was 1" . applicant signature date original construction date F: \cdev\ FORMS \Permits \Building \building_permit.DOC Page 4 of 16 02/09/2005 4�J BUILDING PERMIT ISSUANCE TIME FRAME If this permit requires a Town of Vail Fire Department Approval, Engineer's (Public Works) review and approval, a Planning Department review or Health Department review, and a review by the Building Department, the estimated time for a total review will take as long as three (3) weeks. All commercial (large or small) and all multi - family permits will have to follow the above mentioned maximum requirements. Residential and small projects should take a lesser amount of time. However, if residential or smaller projects impact the various above mentioned departments with regard to necessary review, these projects may also take three (3) weeks to review and approve. Every attempt will be made by this department to expedite this permit as soon as possible. I, the undersigned, understand the plan check procedure and time frame. I also understand that if the permit is not picked up by the expiration date, that I must still pay the plan check fee and that if I fail to do so it may affect future permits that I apply for. Agreed to by: Print na e Signature Project Name: V-EL_1_r -y j)Ecv_� Date: OL F: \cdev \FORMS \Permits \Building \building — permit.DOC Page 5 of 16 02/09/2005 wing Enzi, P. O. Box 2526, Vail, Colorado 81658 YljZg• l (970) 949 — 5153 fax & phone September 18, 2006 Mary & Ray Kelley 992 Vail Valley Drive Vail, Colorado 81657 Deck Replacement Structural Specifications: 1). Foundation design is based on an assumed soils bearing pressure capacity of 2000 psf. All footings should bear on undisturbed natural soils. A perimeter drain is not necessary unless is required by the soils engineer and it shall conform to the specifications in the engineer's soils report. A surface swale shall be provide around the perimeter of building to prevent surface water and roof run off from entering the soils adjacent to the foundation. In general, the site should provide adequate drainage away from the building foot print. 2). The foundation around the exterior of the structure shall extend a minimum of six inches above grade and have a minimum frost protection of 48" from the top of grade to the bottom of the footing. 3). All concrete shall reach a minimum strength of 3000 psi for walls, piers, and footings. All interior slabs shall be a minimum 28 day strength of 3500 psi. The garage, all exterior slabs and sidewalks shall be a minimum 28 day strength of 4000 PSI. . All slab work shall be reinforced with a minimum of 6x6 W1.4/1.4 wire mesh. Mix designs should be based on the Building Code Requirements for Reinforced Concrete; ACI 318, 1989. 4). All concrete (walls, footings and flatwork) shall be protected from cold weather conditions for a minimum of 7 days and shall maintain a minimum average temperature of 50 ° F. As conditions require, the days and the temperature may vary in accordance the American Concrete Institute guidelines. 5). Reinforcing steel is to be ASTM grade 40 for #4 and #5 rebar, and ASTM grade 60 for bars #6 and greater. 6). Structural steel shall be ASTM Axxx Grade 50. Pipe Columns shall be ASTM A53, Grade B. Bolts shall be ASTM A325. Weld Material shall be E70XX Electrodes. All structural Steel shall be fabricated and erected per the AISC Manual of Steel Construction. 7). The designs loads used for this stru minimum requirements for the Town of elevation 8250 feet above sea level. for snow is 78 psf; dead load (roof) load (second floors) is 45 psf and a mph (3 sec. Gusts). :�ture were based on Vail, Colorado, The design load is 25 psf; dead wind load of 90 8). All construction shall comply with the 1999 UBC or the 2003 IBC as adopted by the local building department or by their own codes. The "General Conditions of the Contract for Construction ", AIA Document 2001 shall also apply. 9). During construction it may be necessary to brace or shore portions of the structure while other portions are being constructed. However, all structural members are drawn in their final positions. Contact the structural engineer for any necessary consultations. 10). It is the contractor's and /or owner's responsibility for all non - specified connections. Contact the structural engineer for any details as required. 11). The owner or the contractor is responsible for the coordination of all diaphragm penetrations through the floors, walls, roof and /or foundation with the appropriate sub - contractors. They are responsible for means, methods, techniques, sequences procedures associated with this project. They must notify the engineer of all conflicts or omissions between various elements of the working drawings and the existing conditions before commencing with that portion of the project. They are responsible for all coordination of foundation dimensions and the details with any steel or truss manufacturer prior to the construction of the foundation. 12). Any and all materials that are exposed to the exterior and /or any moisture conditions shall be treated for these conditions (i.e.: chemical treatments chemicals, staining, paint etc.) as required by code. J J Framing Notes: Typical Headers are to be (3) 2 x 10's unless noted other wise on the plans. All multiple ply beams shall be attached to each other using a suitable adhesive fastened with minimum 16d nails or screws. All structural lumber is to be DF, #2 or better unless noted otherwise on plans. All concrete plates to be treated 2 x 8's under rims and floor joists and treaded 2x6's under stud walls. Any studs in contact with concrete shall be treaded wood. Anything not covered by this document (and the accompanying illustrations) shall conform to the 1997 UBC, 2000 ICO, 2003 IBC or local codes. Although every effort has been made to provide a complete, clear and accurate set of construction documents, discrepancies and omissions may occur. Release of these drawings anticipates cooperation and continuous communication between the contractor, designer and the owner. SIMPLEX LUS210 JOIST HANGER SIMPLEX AB E OR ABA 46 POST BASE 2X12S @ 12 O.C. 2X12S @ 12n O.C. 2X12S @ 12- O.C. 2X12S @ 12 O.C. 2X125 @ 12 O.C. 2X12S @ 12- O_C. 2X12S @ 12 O.C. 2X12S @ 12 O.C. 2X12S @ 12" O.C. 2X12S @ 12" O.C_ (2) 1 - /," X 11 7/8" VERSALAM 2X12DF #2 OR BETTER @ 12- O.C. CONCRETE PIERS: 8" DIA. WITH (3) #5 REB AR VERTICAL CONCRETE PAD: 2'0" X 2'0" X 10" WITH (2) #5 REB AR E.W. "B IGFOOT" TYPE SYSTEM MAY BE USED 2 X 12 LEDGER WITH (2) 36" X 4" LAG SCREWS @ 36" O.C. 2 X 12 LEDGER WITH (2) 36" X 4" LAG SCREWS @ 32" 0 36" O.C. AK Et� ,th l v U .y �A p r r 3 +sAW 3 � w a � J l ua;+a�sr:.:ialsyu;+ myp i MMIII�MY e t : t SURVEY NO. P. O. Box 1908 / Vail, Colorado 81657 DAT Feb. /f, 9 76 Phone 476.5072 ' Danvar Line 893 d% 0 W o �•C 0 a L a _ ') U- 0 ,C o f O z 35mLPi ;rya j 1 tJ 0.¢3� , o P r ►•s J 18 p M a N s D z V100 79 40.3' .900 EwiW Engi P. O. Box 2526, Vail, Colorado 81658 Mary & Ray Kelley 992 Vail Valley Drive Vail, Colorado 81657 Deck Replacement Structural Specifications: ink, inc. (970) 949 — 5153 fax & phone September 18, 2006 1). Foundation design is based on an assumed soils bearing pressure capacity of 2000 psf. All footings should bear on undisturbed natural soils. A perimeter drain is not necessary unless is required by the soils engineer and it shall conform to the specifications in the engineer's soils report. A surface swale shall be provide around the perimeter of building to prevent surface water and roof run off from entering the soils adjacent to the foundation. In general, the site should provide adequate drainage away from the building foot print. 2). The foundation around the exterior of the structure shall extend a minimum of six inches above grade and have a minimum frost protection of 48" from the top of grade to the bottom of the footing. 3). All concrete shall reach a minimum strength of 3000 psi for walls, piers, and footings. All interior slabs shall be a minimum 28 day strength of 3500 psi. The garage, all exterior slabs and sidewalks shall be a minimum 28 day strength of 4000 PSI. . All slab work shall be reinforced with a minimum of 6x6 W1.4/1.4 wire mesh. Mix designs should be based on the Building Code Requirements for Reinforced Concrete; ACI 318, 1989. 4). All concrete (walls, footings and flatwork) shall be protected from cold weather conditions for a minimum of 7 days and shall maintain a minimum average temperature of 50 ° F. As conditions require, the days and the temperature may vary in accordance the American Concrete Institute guidelines. 5). Reinforcing steel is to be ASTM grade 40 for #4 and #5 rebar, and ASTM grade 60 for bars #6 and greater. ` 6). Structural steel shall be ASTM Axxx Grade 50. Pipe f Columns shall be ASTM A53, Grade B. Bolts shall be ASTM A325. Weld Material shall be E70XX Electrodes. All structural Steel shall be fabricated and erected per the AISC Manual of Steel Construction. 7). The designs loads used for this stru minimum requirements for the Town of elevation 8250 feet above sea level. for snow is 78 psf; dead load (roof) load (second floors) is 45 psf and a mph (3 sec. Gusts). Cture were based on Vail, Colorado, The design load is 25 psf; dead wind load of 90 8). All construction shall comply with the 1999 UBC or the 2003 IBC as adopted by the local building department or by their own codes. The "General Conditions of the Contract for Construction ", AIA Document 2001 shall also apply. 9). During construction it may be necessary to brace or shore portions of the structure while other portions are being constructed. However, all structural members are drawn in their final positions. Contact the structural engineer for any necessary consultations. 10). It is the contractor's and /or owner's responsibility for all non - specified connections. Contact the structural engineer for any details as required. 11). The owner or the contractor is responsible for the coordination of all diaphragm penetrations through the floors, walls, roof and /or foundation with the appropriate sub - contractors. They are responsible for means, methods, techniques, sequences procedures associated with this project. They must notify the engineer of all conflicts or omissions between various elements of the working drawings and the existing conditions before commencing with that portion of the project. They are responsible for all coordination of foundation dimensions and the details with any steel or truss manufacturer prior to the construction of the foundation. 12). Any and all materials that are exposed to the exterior and /or any moisture conditions shall be treated for these conditions (i.e.: chemical treatments chemicals, staining, paint etc.) as required by code. Framing Notes: t Typical Headers are to be (3) 2 x 10's unless noted other wise on the plans. All multiple ply beams shall be attached to each other using a suitable adhesive fastened with minimum 16d nails or screws. All structural lumber is to be DF, #2 or better unless noted otherwise on plans. All concrete plates to be treated 2 x 8's under rims and floor joists and treaded 2x6's under stud walls. Any studs in contact with concrete shall be treaded wood. Anything not covered by this document (and the accompanying illustrations) shall conform to the 1997 UBC, 2000 ICO, 2003 IBC or local codes. Although every effort has been made to provide a complete, clear and accurate set of construction documents, discrepancies and omissions may occur. Release of these drawings anticipates cooperation and continuous communication between the contractor, designer and the owner. j SIMPLEX LUS210 JOIST HANGER SIMPLEX AB E OR ABA 46 POST BASE 2X12S @ 12- O.C. 2X12S @ 12n O.C. 2X12S @ 12- O.C. 2X12S 0 12n O.C. 2X12S 0 12- O.C. 2X125 @ 12 O.C. 2X12S @ 12N O.C. 2X12S @ 12- O.C. 2X12S @ 12 O.C. 2X125 @ 12p O.C. (2) 1 ' /." X 11 7/8" VERSALAM 2X12DF #2 OR BETTER @ 12- O.C. CONCRETE PIERS: 8" DIA. WITH (3) #5 REB AR VERTICAL CONCRETE PAD: 2 X 2'0" X 10" WITH (2) #5 REBAR E.W. "B IGFOOT" TYPE SYSTEM MAY BE USED 2 X 12 LEDGER WITH (2) X 4" LAG SCREWS 0 36" O.C. 2 X 12 LEDGER WITH (2) X 4" LAG SCREWS 0 32" 0 36" O.C. r ° I e\ V �*Sk a y ' F. � • U z e ya �?8 V �*Sk b omt•F y ' F. � • 3 , b Y � t,T r ' ifi, >t z e ya �?8 Kit - AKUJ CIVC7IIy��KJ, f�C.. SURVEY NO. Y ry P.O. Box )908 Vail, Colorado 81657 DAT Phone 476 - 5072 Donvar Line- 893-1531 G O �- 0 L 'y _ Q o n a L 0 O LL. s- ,C F!< IM,6 ' 96e 14 . � 11 • ,n c ��7 I� M Utz C� �' r'`; {� P D � i I_J r �. Se o?OD M M . O 0 ~ 3 s1n� P: n, 15A t load � d �\ f r Op a9 e \ re, v a Q \\ 5 ` 5' I 000 b 0 • � � � ol o � -_ _ '1l O - Z y eo Dd o vi , Z n 79 40.3' 90. `l 30.!" //7, DO' I Department of Community Development 75 South Frontage Road Vail, Colorado 81657 970 -479 -2138 FAX 970- 479 -2452 w w w. vailgoV.. Com March 25, 2010 Mary B. & Raymond F. Kelley, JR C/O Caroline Ely 5330 Nassau Cir E Englewood, CO 80113 Re: Expired Permit: Permit #1306 -0292, Deck, 992 Ptarmigan Rd Dear Property Owner(s), A review of the Town of Vail Community Development files indicates that the permit listed above does not show a record of any work performed in the last 180 days. The permit must show work progressing within a 180 day period (an approved inspection must be completed) or an extension must be applied for per the 2009 International Building Code, section 105.5. The last approved inspection received on this permit was on October 10, 2006 and we do not show any record of an extension request. While contractors typically submit permit applications, property owners are ultimately responsible for the permits on their property per the 2009 International Building Code, section 105.1. I encourage you to call for a final inspection so we may close this permit out and ensure all life safety components have been completed. Please contact us within 30 days as of the date of this letter to schedule this inspection. If we do not hear from you within 30 days, we will expire this permit. That means any future work you are considering could not be applied for or approved until this expired permit is resolved. Further, it may affect any future property sales should the prospective buyers research our records in Community Development for this property before purchase. As you can see, it is desirable to finalize the permit now so your property records with the Town of Vail are free of this outstanding issue and to ensure life safety for the inhabitants. Please do not hesitate to contact me at (970) 479 -2142 with any questions Sincerely, Martin A. Haeberle, C.B.O. Chief Building Official Town of Vail cc: contractor (regular mail) • RECYCLED PAPER 03 -30 -2010 Inspection Request Reporting Page 1 7:47 am -- - - - - Vail CO - City Requested Inspect Date: Tuesday, March 30, 2010 Inspection Area: JRM Site Address: 992 PTARMIGAN RD VAIL 992 VAIL VALLEY DR A!P /D Information Activity: B06 -0292 Type: A -BUILD Sub Type: ASFR Status: ISSUED Const Type: Occupancy: Use: V B Insp Area: JRM Owner: KELLEY, MARY B. & RAYMOND F., JR Contractor: BROWN -WOLIN CONSTRUCTION Phone: 970 - 949 -4186 Description: REMOVE EXISTING DECK AND REPLACE WITH NEW DECK THAT WILL INCREASE 10' ON THE EAST SIDE Requested Inspection(s) Item: 90 BLDG -Final Requestor: Comments: 949 -4186 OK to inspect on exterior Assigned To: JMONDRAGON Action: Time Exp: PQ R�,L 0 Requested Time: 02:00 PM Phone: Entered By: MHAEBERLE K NJ �_!) Inspection History ` S I(7 Item: 501 PW- Access /Stagin�q /Erosion 1 l Item: 10 BLDG - FOOTING Approved " 10/10/06 Inspector: JRM Action: AP APPROVED Comment: Item: 20 BLDG - Foundation /Steel `" Approved 10/10/06 Inspector: JRM Action: AP APPROVED Comment: APPROVED. BIG FOOT AND SONO TUBE. NOTIFIED CONTRACTOR THAT "WET STABBING " OF REBAR IS NOT AN APPROVED METHOD OF PLACEMENT. ALL STEEL IS REQ'D TO BE SECURED IN PLACE. Item: 30 BLDG - Framing Item: 50 BLDG - Insulation Item: 60 BLDG - Sheetrock Nail Item: 70 BLDG -Misc. Item: 533 PLAN -TEMP. C/O Item: 534 PLAN - FINAL C/O Item: 90 BLDG -Final REPT131 Run Id: 11155 M 04 -08 -2010 Inspection Request Re orting Page 1 4. pm - - -_ - -- - - - -- - Yail, -CO - - - -- - -- -- - -- - Reouested Insoectionls Item: 90 BLDG -Final Requested Time: 08:00 AM Requestor: BROWN -WOLIN CONSTRUCTION Phone: Comments: PLACE INSP. RPT INSIDE STORM DOOR OF DECK Assigned To: JMONDRAGON Entered By: SBELLM K Action: Time Exp: � I A ow\ U Inspection History — o Item: 501 PW- Access /Staging /Erosion Item: 10 BLDG - FOOTING Approved " 10/10/06 Inspector: JRM Action: AP APPROVED Comment: Item: 20 BLDG - Foundation /Steel " Approved 10/10/06 Inspector: JRM Action: AP APPROVED Comment: APPROVED. BIG FOOT AND SONO TUBE. NOTIFIED CONTRACTOR THAT "WET STABBING " OF REBAR IS NOT AN APPROVED METHOD OF PLACEMENT. ALL STEEL IS REQ'D TO BE SECURED IN PLACE, Item: 30 BLDG - Framing '* Approved "" 03/31/10 Inspector: Martin Action: AP APPROVED Comment: Item: 534 PLAN -FINAL C/O item 90 BLDG -Final REPT131 Run Id: 11255 Requested Inspect Date: Friday, April 09, 2010 Inspection Area: JRM Site Address: 992 PTARMIGAN RD VAIL 992 VAIL VALLEY DR A /P /D Information Activity: B06 -0292 Type: A -BUILD Sub Type: ASFR Status: ISSUED Const Type: Occupancy: Use: V B Insp Area: JRM Owner: KELLEY, MARY B. & RAYMOND F., JR Contractor: BROWN -WOLIN CONSTRUCTION Phone: 970 - 949 -4186 Description: REMOVE EXISTING DECK AND REPLACE WITH NEW DECK THAT WILL INCREASE 10' ON THE EAST SIDE Reouested Insoectionls Item: 90 BLDG -Final Requested Time: 08:00 AM Requestor: BROWN -WOLIN CONSTRUCTION Phone: Comments: PLACE INSP. RPT INSIDE STORM DOOR OF DECK Assigned To: JMONDRAGON Entered By: SBELLM K Action: Time Exp: � I A ow\ U Inspection History — o Item: 501 PW- Access /Staging /Erosion Item: 10 BLDG - FOOTING Approved " 10/10/06 Inspector: JRM Action: AP APPROVED Comment: Item: 20 BLDG - Foundation /Steel " Approved 10/10/06 Inspector: JRM Action: AP APPROVED Comment: APPROVED. BIG FOOT AND SONO TUBE. NOTIFIED CONTRACTOR THAT "WET STABBING " OF REBAR IS NOT AN APPROVED METHOD OF PLACEMENT. ALL STEEL IS REQ'D TO BE SECURED IN PLACE, Item: 30 BLDG - Framing '* Approved "" 03/31/10 Inspector: Martin Action: AP APPROVED Comment: Item: 534 PLAN -FINAL C/O item 90 BLDG -Final REPT131 Run Id: 11255