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B10-0142
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES TOWN O VVAiI, ' Town of Vail, Community Development, 75 South Frontage Road,Vail, Colorado 81657 p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149 ADD/ALT SFR BUILD PERMIT Permit #: B10-0142 Project #: PRJ09-0684 Job Address: 1817 MEADOW RIDGE RD VAIL Status. . ISSUED Location......: UNIT 3,CAPSTONE CONDOS Applied. . : 06/18/2010 Parcel No....: 210312304003 Issued... : 07/29/2010 Expires. ..: 01/25/2011 OWNER NADLER,JOHN E. 06/18/2010 IN CARE OF NAME VISTAR REAL ESTATE 635 N FRONTAGE RD 1 VAIL CO 81657 APPLICANT SIRE BUILDERS, INC. 06/18/2010 Phone: (970)845-6359 PO BOX 6376 VAIL COLORADO 81658 License:360-A CONTRACTOR SRE BUILDERS, INC. 06/18/2010 Phone: (970)845-6359 PO BOX 6376 VAIL COLORADO 81658 License: 360-A Description: ADDITION&REMODEL Occupancy: IRC Valuation: $68,625.00 Type Construction:IRC Total Sq Ft Added: 708 ************#########*###################**#####*****#######*#################### FEE SUMMARY ######################*##*******#*###*###*###*############################**#** Building Permit Fee------> $776.75 Will Cal Fee---------------------> $4.00 Total Calculated Fees-------------> $3,063.74 Plan Check--------------------> $504.89 Use Tax Fee---------------------> $1,172.50 Additional Fees-----------------------> $0.00 Add'I Plan Check Hours- $110.00 Restuarant Plan Review-----> $0.00 TOTAL PERMIT FEES-------------> $3,063.74 Investigation-----------------> $0.00 Recreation Fee-----------------> $495.60 Payments------------------------------> $3,063.74 Total Calculated Fees--------> $3,063.74 BALANCE DUE-----------------------> $0.00 DECLARATIONS I hereby acknowledge that I have read this application,filled out in full the information required, completed an accurate plot plan,and state that all the informatior 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. REQUEVS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:00 A -4:0 P nature of wrier or Contractor Date 'W C� Pr ame b Id_a It_con struction_pe rm it_041908 ++++++++xxxxxxxxrxxxxxxxxxxx++xxxxxxxxxx+rx+xxxxxxxxxxxxx++xxxxx+xxxxxx+xxx+xxxxrxxxxxxxxxxxxxxxx++xxxx+rx+++xx+xxxxxxxxxxxxxx+xxxxrrxxxxxxrxxxxxxxxxxxxxxxxxxxxxxxx+xxxxxrxrrrxxrxxx APPROVALS Permit#: B10-0142 as of 11-09-2010 Status: ISSUED rrxxxxxxxxxx++rrx+xxxxxxxxxxx+xxxxxxxxxxxx+x+xxxxxxrxxxxxxxr+xxx xxxxxxxxxxxx+++x+xxxxxxxxxxxxxxxxxrxxxxxxxx+xxxxx+++xxxx++x+xx+xxxxxxxxxxxxx xxx+rxxxxxxrxxxxxxxxx+xxxxxxxxxrxxxxxxrxx Item: 05100 BUILDING DEPARTMENT 07/08/2010 cg Action: CR comments sent to applicant. see laserfische project folder 07/29/2010 Martin Action: AP Item: 05400 PLANNING DEPARTMENT 07/29/2010 Warren Action: AP Reviewed and approved in Rachel's absence Item: 05600 FIRE DEPARTMENT 06/24/2010 mvaughan Action: AP monitored fire alarm system required. Asbestos report recieved. xxxxxxxx+xxx+x++xxxxxxxxxxxx+xxrx+xxxxxxxxxxxx++xxxxxxrxxrxxxxxx++xxxxxxxxxxxxxxxxx++xx+xxx++xxxxxxxxxxxx+xxxxxrxxxxxxxxx+xxxxxxxxx+x+x+++++rxxxxxxx+xxxxxx+xxxxxx++xxr+++xxx++rxrxxx See the Conditions section of this Document for any that may apply. b Id_a It_constru ction_perm it_041908 CONDITIONS OF APPROVAL Permit#: B10-0142 as of 11-09-2010 Status: ISSUED Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 44 (BLDG 2009): (SFR) SMOKE DETECTORS ARE REQUIRED PER SECTION R314 OF THE 2009 IRC, IF APPLICABLE UNLESS A MONITORED FIRE ALARM SYSTEM IS REQUIRED. Cond: 42 (BLDG 2009) CARBON MONOXIDE DETECTORS REQUIRED TO BE INSTALLED PER 2009 IRC R315 Cond: 51 (FIRE 2007): MONITORED FIRE ALARM SYSTEM REQUIRED AND SHALL COMPLY WITH NFPA 72(2007)AND VFES STANDARDS. bld_a It_co nstru ction_pe rm it_041908 TOWN OF VAIL, COLORADO Statement Statement Number: R100001808 Amount: $110.00 11/09/201003:49 PM Payment Method:Credit Crd Init: SAB Notation: VISA-SARAH WYSCARVER-SRE ----------------------------------------------------------------------------- Permit No: B10-0142 Type: ADD/ALT SFR BUILD PERMIT Parcel No: 2103-123-0400-3 Site Address: 1817 MEADOW RIDGE RD VAIL Location: UNIT 3, CAPSTONE CONDOS Total Fees: $3,063.74 This Payment: $110.00 Total ALL Pmts: $3, 063.74 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ PF 00100003112300 PLAN CHECK FEES 110.00 ----------------------------------------------------------------------------- sr. } a`t; � �����f� , � � s k ��� �s� � � f � 5 jv S% Y t."NEWS 3 r" ��� "S ���`.�`a �'� ���` +`+ � ;, r * v Department of;Corrimunnyiiup elbpmenr ' n � Mid DTs South Frontage Rood, . A . 5� 5 Vail-plorac4 �p`-L �y V.&¢_£ � 'r$•eTrpJ�+ S,C� ����+ 4. *` TRANSMITTAL FORM Revision Submittals: 1. "Field Set"of approved plans MUST accompany revisions. 2. No further inspections will be performed until the revisions are approved&the permit is re-issued. 3. Fees for reviewing revisions are$55.00 per hour(2 hour minimum), and are due upon issuance. i Permit#(s)information applies to: Attention: 4rRevisions j Response to Correction Letter IQ O 7, Qroto A)C9 _attached copy of correction letter ,� / / / ,, ( ) Deferred Submittal r�V(mil lX''A"�_ L ( ) Other Project Street Address: (n��' �^ � Description/List of Changes: i �— Ul/l!1 1 i ( I f(Number) (Street) (Suite#) Building/Complex Name: Contact Information: Company: �8� ►�C -� / /1 ( � � .�� Y���Ww �D2P�l Company Address: �n i City: 1! I State:�_Zip: Contact Name: ,t )' j Contact Phone: E-Mail �R -a� Revised ADDITIONAL Valuations(Labor&Materials) (DO NOT include original valuation) Building: $ (use additional sheet if necessary) Plumbing: $ Date Received: 11dn =10 NMOI 1 Electrical: $ I Mechanical: $ 130 Total: /^\ a / 0 113D Ed 01-Jan-10 Sto Powerwall® Detail No. : 5.10 Termination at Grade Date: April 2003 Notes 11 Install stucco weep Wood frame screed'` to terminate minimum I" below bottom of wood plate Sheathing and a minimum of 8" above finished grade Expanded metal lath or as required by code. 2] Lap moisture barrier Moisture barrier into weep screed to direct water to the exterior. 31 Provide water proofing at the foundation to Sto Powerwall protect the support scratch coat structure from rising damp. !I Sto Powerwall /�! = brown coat *Casing bead with weep holes may also be used in lieu of weep screed. Sto primer Sto finish 1 - _ (smooth or textured) Weep screed termintion ] ® Foundation waterproofing i Foundation Sto details are illustrations of construction.They are guidelines,intended for use by the design/construction professional,to assist in www.stocorp.com developing project specific details. They should be modified where necessary to accommodate individual project conditions. Refer to appropriate sto specifications for design requirements. Refer to local building code for any special requirements. e Job Address: LJ ToWl �` * , Permit N'o.. ....: SPECIAL L INSP TION AND TESTING AGREEMENT (To applicants of projects requiring Special Inspection or Vesting per Section 1701 of the/BCC) The owner or his/her representative, on tf e advice of the design professional in responsible charge, shall complete, seal, sign and submit a copy of the Special Inspection Agreement and Structural Tests Scheduled to the Town of 'fail for review and approval. Signatures are required on bath pages; photocopied or faxed signatures are acceptable. The owner and his/her general contractor, where applicable, shall also acknowledge he fo low,ng conditions applicable to .special Inspection Testing; 1. Contractor is responsible for proper notification to the Inspection or Testing agency for items listed.(Page 1) (IBC 1704) 2. Only the testing laboratory should take samples and transport thern to they laboratory. . Copies of all laboratory reports and inspections are to he sent directly to the Town of Vail by 0 Testing ;agency on a weekly basis. 4... Inspection agency to submit names and qualifications of on-site special inspectors to the Town of Vali for review and approval.( Page 2) 5. The special inspector is responsible to irnmediately notify the Town of Vail Building Official in writing of any concerns and/or problems encountered. 6. It is the responsibility of the contractor to review the Town of Vail approved plans for additional inspection or' testing requirements that may be noted. A pre-construction conference at the job site is recommended to review special inspection procedures. 7: The special inspector shall use only the Town of Vail approved drawings. & All special inspection field reports must be left on site for review by the Town of Vail staff prior to required inspections or re-inspections. BEFORE OCCUPANCY WILL BE GRAN"T"ED: The special inspection agency shall submit a signed and sealed statement that all items requiring testing and inspection were fulfilled and reported. Those items not tested and/or inspected shall be Toted in this statement. A copy of the statement shall be maintained at the job site for the Building Inspoct ,'s review prior to final inspection. Acknowledgement: ..-" All' _ -TJ,J,,�) carter. .. Sl ture �r .. Print JName�.`.,.�.... Date Special Inspection M, � • �.I n V + y ,'• N.nrv.wr..... tlY nMi"' � .i .,�' p-"' �I' y• ...._.. ,-.:+w.•wunwrw. ..�wr..�w•w•MNr�rrr w„ tgnature Pnnt.Narr e Dm e P roject Azw, " ._......_ _ozv/v .. Signature Print Narne gate Contractor: « ignaturt q Print Name gate -3- l i WN UOT V SPECI, L. INSPECTION ECTIoN TESTING SCHEDULE (18C 1 704) Project Name .. C"; : Owner's Name.* _._.... ....... ..,.......�.....w.w...�w..w Testing I nsp+edg na ure .. P N ame Dato Agency. Vesting Inspection sigZature F riot Name Date Hereby certifies that the Testing/Inspection Agency named above has been engaged to perform structural tests and inspections during construction as checked beiow, to satisfy all appl�cahle portions of the Building Code. Prior to final inspection, the Inspection Agency shall submit a statement that all items of designated word:performed were reported. Any items checked but not tested or inspected will be noted and explained. Whenever any designated items on the list are ready for sampling, testing, or inspection, it shall be the responsibility of the contractor to give timely notice to the Inspection agency so that the required services may be Performed. REINFORCING STEEL.: UNDERPINNING: Tensile&Send,ono set per hnet per �tuns w,,x.,.M. .... Tor`n,porary;'Perrr�anent Ins _w.:,w.._., Inspection of Steep Fabrication ,��:x -�'•- Inspection of Placement Inspection of Welding .4,..,.,. Insp ection of Reinforcing& Forms Epoxy Inspection of Councsri to Piacement Inspoction of Tiebacks MASONRY: Prelirm Acceptance Tests(Masonry Units,Wall Prisms) .._w.... SOIL NAILS: Subsequent Tests(Mortar,Grout,Field Wall Prisms) Temporary Shoring Inspection of Placement and Grouting ww w....._.,._M., Permanent Wall CONCRETE,SHOTCRETE,GR AND MORTAR- STRUCTURAL STEEL: 1 Concrete Shot Grout ! Mortar _ Sample&Test List s ecific members below Aggregate tests for design . ._._w. Shop Identification&Welding Inspection , K _�.... �. ...__�. Suitability of. gragwes, w~..... ,�,x,,,,...w,,.,: shop Ultrasonic Inspo Lion Mix Dosigns w„, Shop Radicgraphy ........... Test Pane _ . Feld Welding Inspection�. Batch P..(ant inspec,on F:;ald Bolting Inspection w.,.. .„ w....._....... Field Ultrasonic lnspect on Cement Grab Sample Inspect Placing Field Radiography Crampr ssi rn Tests .. Metal Deck Welding Inspection Cwt Specimens .�FIR x'_„�. .......,�,.w:n �•.. � r 0 F N P►ck:u,,..p�.S._,._a,.x, .� . ,rn n t an 11 G Shrinkage Bars U ........ Yield h k . atr..Check _._.... _ or Unit Weight Acceptance f.ests L_ Moisture-Density D etermination PRECAST CONCRETE: Field Donsity Reinforcing Tests � Drilled Piers _ Inspection of Reinforcing Placement � Deep Foundation Tendon Tests __......_ . . Inspection of Tendon Placcrrent STRUCTURAL WOOD: ,.,._... Insp octior(if Concrete Placerr�ent www,.,..... Inspection of FabricalJor _ Inspection c.-)f Concrete Batching ,..,M,µ�w Inspection of Truss Joint Fabrication Inspection of Panel Attachment&Inserts Sample&Test Components Compression Tests w In:nectca►n ofIu t„ rn Fabrication Inspection of StressingfTransfer .�.... CONTROL:PILING,CAISSONS,CAPS,TIES. SMOKE CONTROL: inspection of Reinforcing PlaCCMent SPECIAL.CASES: Inspection ection of Concrete Pl;acernen Inspection of Concrete Satching SPECIAL INSPECTION: Seismic Resistance Specify other tests,inspections orspeciail instrucfiorts required, .__._.M.,...,.M Wind Requirements "* «* o t) N a rn e: Le\J t � N�V Address: MWN Of VAI Pertrdt No C. x SPECIAL INSPECTION AND TESTING AGREEMENT (To applicants of projects requiring Special Inspection or Testing per Section 1 701 of the IB+ ) The owner or his1her representative, on the advice of the design professional in responsible charge, shall complete, seal, sign and submit a copy of the Special Inspection Agreement and Structural Tests 'scheduled to the Town of Vail for review and pproval. Signatures are, rewired on both pages; photocopied or faxed signatures are acceptable. The owner and his/her general contractor, where applicable, shall also acknowledge the following conditions applicable to Special Inspect on Testing. 1. Contractor is responsible for proper notification to the 'inspection or Testing age ncy for items listed.(Page 1) (113C 1704) 2. Only the testing laboratory should tale samples and transport them to their laboratory. Copies of all laboratory reports and inspections are to be seat directly to the Town of'Vail by the Testing agency on a weekly basis. 4. Inspection agency to submit names and qualifications of on-site special inspectors to the Tcwn of hail for review and approval.( Page ) . The special inspector is responsible to icrmediately notify tht�1 Town of Fail Building Official in writing of any concerns and/or problems encountered. 6. It is the responsibility of the contractor to review the Town: of Vail approved plan; for additional inspection or testing requirements that may be noted. A pre-construction conference at the doh site is recommended to review special inspection procedures. 7. 1»he special inspector shall use only the Town of'Vail approved drawings. 8. All special inspection field reports must be left on site for review by the Town of Vail staff prior to required inspections or re-inspections. BEFORE OCCUPANCY V IL"..,. BE GRANTED,- The special inspection agency shall SUbmit a signed and sealed statement that all items requiring testing and inspection were fulfilled and reported. Those items not tested and/or inspected shall be noted in this statement, A copy of the statement shall be maintained at the Job site for the Build*n ector's r view prior to final inspection. Acknowledgerne Owner: t L z.O/0 ..... ..�»__, gnatur Print M _. to Special {� jp■/��, yam, ■ ■l��I ��!4/n Eva f ! �� �.�h n� i■ 4���dMjiI�JMf'4 MNP..#v'NM��"FI.NM'�Y�(N►MMI�J�IIIIM1. Agency. _.._».,.__._».. 4ft P ro j e c,...,..�- ` ' signature Print Niame Cate Contractor', nature; f.., ont Name Data l A 4 T �� SPECIAL INSPECTION AND TESTING SCHEDULE (IBC 1704) Project Name: - Peril it Owner's Name: Testing inspect' na re Pri ���� � 0 tr: Agency. Testing Inspection Signature Print Narrie to H reby certifies that the Testinglinspection Agency named above has been engaged to perform structural tests and in spec Lions touring construction as checked below,to satisfy all applicable portions of the Building Code.. Prior to final inspection} the Inspection Agency shall subunit a statement that all items of designated work performed were reported. Any Items checked but not tested or inspected will be noted and explained. Whenever any designated ►terns can the list are ready for sampling, testing, or inspection, it. shall be the responsibility of the contractor to give timely notice to the Inspection agency so that the required services may be performed. i REINFORCING STEEL: UNDERPINNING: Tensile&Bend,one set Per heat p�;r .._.�,,,. Inns TennpororylF'armanent irispec,tion of Steel rabrtcation Inspect on of Placement �'- I. ectra^of Welding �:.. Inspection of Re nforcGng&Farms ---- Inspection of Concrete Placement pox Inspection of Tiebacks MASONRY• Prelim.Acceptance Tests(Masonry Units,4"''ali Prisms) SOIL NAILS Subsequent Tests(Molar,Grout,Meld Wall Prisms) Temporary Shoring tnspocbon of Placement and Grouting Permanent Wall CONCRETE SHOTCRETE GROUT AND MORTAR: STRUCTURAL STEEL. ►,,_ --- Sample&Test(List spe c r�embe c` rs below) ` concrete Stmt. Grout M... .. ._. Mortar A�gg.�reg:ate:....t s...ts for de..scgn_:.. ..,. ,- Shop Identific ation Welding ng inspect or Suitability of�regates Shop Ultrasonic Inspection Shop Radiography Fileld Weed ,....�.._........, my Inspec tion " ..__.._.. Tt�st Panel ._�.,..�.�,_... Field Boit,incJ Inspection Des I ign Batch PIiant Inspecl3on ....:.._.�.,, �_ -- _ __,.r Field Ultrasonic inspection Cement grab Sample Fi+�ld Rod' .,,M__.., .... ,M.: ... .. ... . , .w iography --w inspect Placir� . .�.. �„,. l�,"' 'taI Welding inspection . - Dock e d Compr assion Tests Cast.Specimens F I FI EP P O OFIN . n P"Ulp inspection&Pl a ce rn en t ,» ,„ w.... .,..��.ww Y.....,. . .......... M,�.____ M ....n Shrinkage tars Yield Check SOILS:. Air Check Acceptance Tests Dry unit Vllelghl __._.,. r,,1oisture-DeMsity( eterminatIon 1.PF ECAST CONCRETE: Field Donsity Reinforcing Tests Drilled Piers, Inspection of Reinforcirg Placement w.,. ,...�., Deep Fount'l3t on Tendon Tests Inspection of Tendon P.acernont STRUCTURAL'WOOD: Inspection of Concrete Placement Inspection of Fabrication Inspection of Concrete Batching Inspection of Truss Joint Fabrication Inspection of Panel Attachment&Inserts „�. Sample&Test Cornponents Compression Tests _ Inspection of Glu Lam Fabrication inspection of SttressinglTran;�f�r ...�.:.,._..�. SMOKE CONTROL: PILING,CAISSONS,CAPS,TIES: SPECIAL CASTES; inspection of Reinforcing Placement _w Inspection of Concrete Placement. inspection of Concrete Batching SPECIAL INSPECTION: __......,..:..m:. Seismic desistance ,specify other tests,inspections or special instrvcWns required. _.� _.,.. Wind Requirements 4wo NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES 0 TOWN OF VAII Town of Vail, Community Development, 75 South Frontage Road,Vail, Colorado 81657 p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149 ADD/ALT SFR BUILD PERMIT Permit #: B10-0142 Project #: PRJ09-0684 Job Address: 1817 MEADOW RIDGE RD VAIL Status. . ISSUED Location......: UNIT 3,CAPSTONE CONDOS Applied . . : 06/18/2010 Parcel No....: 210312304003 Issued. .. : 07/29/2010 Expires . ..: 01/25/2011 OWNER NADLER,JOHN E. 06/18/2010 IN CARE OF NAME VISTAR REAL ESTATE 635 N FRONTAGE RD 1 VAIL CO 81657 APPLICANT SRE BUILDERS, INC. 06/18/2010 Phone: (970)845-6359 PO BOX 6376 VAIL COLORADO 81658 License: 360-A CONTRACTOR SRE BUILDERS, INC. 06/18/2010 Phone: (970)845-6359 PO BOX 6376 VAIL COLORADO 81658 License:360-A Description: ADDITION&REMODEL Occupancy: IRC Valuation: $68,625.00 Type Construction:IRC Total Sq Ft Added: 708 ............................................. ................................... FEE SUMMARY .....,....__...........................................,.......,<._.....,_..._, Building Permit Fee------> $776.75 Will Cal Fee---------------------> $4.00 Total Calculated Fees-------------> $2,953.74 Plan Check--------------------> $504.89 Use Tax Fee---------------------> $1,172.50 Additional Fees-----------------------> $0.00 Add'I Plan Check Hours-> $0.00 Restuarant Plan Review-----> $0.00 TOTAL PERMIT FEES--------------> $2,953.74 Investigation-----------------> $0.00 Recreation Fee-----------------> $495.60 Payments-------------------------------> $2,953.74 Total Calculated Fees—------> $2,953.74 BALANCE DUE------------------------> $0.00 ...................................................................................................................................................................................... DECLARATIONS I hereby acknowledge that I have read this application,filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan,to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes,design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUE FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:00 4: P a4f of Owner or Contractor Date rint Name bld_alt_construction_permit_041908 P P ROV ALS A Status: ISSUED Permit#: B10-0142 as of 07-29-2010 Item: 0510013UILDING DEPARTMENT 07/08//0812010 cg Action: CR comments sent to applicant. see laserfische project folder 07/29/2010 Martin Action: AP Item: 05400 PLANNING DEPARTMENT 07/2912010 Warren Action: AP Reviewed and approved in Rachel's absence Item: 05600 FIRE DEPARTMENT 06/24/2010 mvaughan Action: AP monitored fire alarm system required. Asbestos report recieved. See the Conditions section of this Document for any that may apply. bld_a It_construction_permit_041908 i CONDITIONS OF APPROVAL Permit#: B10-0142 as of 07-29-2010 Status: ISSUED Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 44 (BLDG 2009): (SFR) SMOKE DETECTORS ARE REQUIRED PER SECTION R314 OF THE 2009 IRC, IF APPLICABLE UNLESS A MONITORED FIRE ALARM SYSTEM IS REQUIRED. Cond: 42 (BLDG 2009) CARBON MONOXIDE DETECTORS REQUIRED TO BE INSTALLED PER 2009 IRC R315 Cond: 51 (FIRE 2007): MONITORED FIRE ALARM SYSTEM REQUIRED AND SHALL COMPLY WITH NFPA 72(2007)AND VFES STANDARDS. bld_alt_construction_perm it_041908 TOWN OF VAIL, COLORADO Statement Statement Number: R100000954 Amount: $2, 953 .74 07/29/201004 :42 PM Payment Method:Credit Crd Init: SAB Notation: VISA- SARAH WYSCARVER ----------------------------------------------------------------------------- Permit No: B10-0142 Type: ADD/ALT SFR BUILD PERMIT Parcel No: 2103-123-0400-3 Site Address: 1817 MEADOW RIDGE RD VAIL Location: UNIT 3, CAPSTONE CONDOS Total Fees: $2, 953.74 This Payment: $2, 953 .74 Total ALL Pmts: $2, 953 .74 Balance: $0.00 ******************************************************************************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 BUILDING PERMIT FEES 776.75 PF 00100003112300 PLAN CHECK FEES 504.89 RF 11100003112700 RECREATION FEES 495.60 UT 11000003106000 USE TAX 4%- 1, 172.50 WC 00100003112800 WILL CALL INSPECTION FEE 4.00 ----------------------------------------------------------------------------- Department of Community Development 75 South Frontage Road , Vai1,.Colorado 81657 Tel: 970-479-2128 Fax: 970-479-2452 Web: www.vailgov.com Development Review Coordinator BUILDING PERMIT APPLICATION Separate permits are required for electrical, plumbing, mechanical, fireplace, etc. Project Street Address: Office Use: E (�I"1 (n'L�i�?DCt^1 �� ►� t�7 it g Project#: '(Number) (Street) (Suite#) : DRB#: � Building/Complex Name:��"'Co��T��..��-�`N�a^^�S Building Permit#: " Lot#: Block# Subdivision: - Contractor Information: Company: Company Address:Z� f1�S 1.4t.�`t Z`'1 1�.�-►•(T _C> Detailed Scope and Location of Work:�'� Z!wT-" u I City: VY1►0.XT07.0.1 State: CC) Zip: 'Ca S4,614- dW 6k>J%E-. 17rfa�o`��CE- Contact Name: o+a f'^A+-A Contact Phone: 011 (use additional sheet if necessary) ! jE-Mail 'TO--Ay SZ�t3.�►�ESt,S•GoM »,. „», ...__� ,��©_JA Work Class: ; Town of Vail Contractor Registration No.: ( ) (x) ( ) p ( ) ( ) New Addition Remodel Repair Other X Work Type Contracto (required) Interior( ) Exterior( ) Both(�O I i Property Information Type of Building: -t oov%4-%o 'Parcel#: Single-Family( ) Duplex(A Multi-Family( ) (For parcel#,contact Eagle County Assessors Office at 970-328-8640 or Commercial ( ) Other i visit www.eaglecounty.us/patie) e Tenant Name:, �c."i+ A-L4,bl eiL Does a Fire Alarm Exist? Yes( ) No(yL) Owner Name: �a►k+-; /--k�1.£'�iC Monitored Alarm? Yes( ) No(rC) ; Does a Sprinkler System Exist? Yes( ) No()L) I Valuations(Labor&Materials) #&Type of Existing Fireplaces: Gas Appliances �0 Gas Log Wood/Pellet Wood Burning Building: #&Type of Proposed Fireplaces: Gas Appliances �� 1 Plumbing: $ ��1,ilk Gas Log Wood/Pellet Wood Burning Electrical: $ b j'� Mechanical: (including fireplace) $ �hSt� Date Received: D 'Total: $ C.e45,Co25.` 'JUN 17 2010 _..._.......--- _ _........ .._. ...................._.........---...._....... __.._.._...--—- TOWN OF VAlL 15-May-10 Capstone Townhomes Agreement between Owners of Units 3,4,5,and 6. The undersigned parties to this agreement hereby agree as follows. Each party owns real estate at Capstone Townhouses, 1817 Meadow Ridge Road, Vail Colorado,81657. The parties to this agreement own lot numbers identified in the map of the property recorded in Eagle County. 1. The owners of Units 5 and 6 will allow the owners of Units 3 and 4 gain access to the north side of the Capstone Townhouses for equipment, excavation, and construction purposes related to the expansion of Units 3 and 4. 2. Access will take place around the west side of Unit 6, and then across the north of Unit 6 and Unit 5, with care being taken to cause as little interruption or inconvenience to Units 5 and 6 as possible. 3. To the extent that the access required by Units 3 and 4 causes any damage to landscaping,vegetation or other improvements,the areas disturbed by the owners of Unit 5 and Unit 6 will be restored to the condition existing immediately preceding the access, except for those improvements agreed in relation to the fencing on either side of Unit 5, as described in Paragraph 4 below. 4. During their remodeling, owners of Units 3, 4, 5, and 6 agree to replace the backyard fence between units 5 and 6 with one that matches the replaced fence between units 4 and 5. The cost of the replacement for the fence between 5 and 6 will be split equally(25%each) between owners of Units 3, 4, 5, and 6. 5. Each owner of Unit 3,4, and 6 respectively agrees to complete 100%of his or their portion of the external work and landscaping that affects Unit 5 no later than October 31, 2010,or, 3.5 months from the commencement of their remodeling projects. Agreed to this date: Lot 3 Owner,John Nadler Lot 4 Owners, Marc and Maria LeVarn Gv� ry Lot 5 Owner, Ralph Hajosy c��. ' t t 'Y w�t l_ 4 ' , 'ell A0 C`�\' _ vl"�> 1 J Lot 6, Bob Boymer don 1:05 am Inspection Inspection que Re orting Page 1 Requested Inspect Date: Friday, December 24,2010 Inspection Area: CG Site Address: 181 MEADOW RIDGE RD VAIL CAPSTONE CONDOS A/P/D InformationZ10-01l4Z L)K;+3 Activity: -E3*@-94rtt- Type: A-BUILD Sub Type: ATH Status: ISSUED Const Type: Occu ancy: Use: IRC Insp Area: CG Owner: LE VARN, MARIA A. &MARC Contractor: SRE BUILDERS, INC. Phone: (970)845-6359 Description: ADDITION& REMODEL Requested Inspection(s) Item: 90 BLDG-Final Requested Time: 08:30 AM Requestor: SRE BUILDERS, INC. Phone: (9010)845-6359 -or- cell 904- Comments: NIT 6 0 Assigned ion Entered By: DRHOADES K Time Exp: Comment: e p 6anning approval Item: 534 PLAN-FINAL C/O Requested Time: 08:15 AM Requestor: SRE BUILDERS, INC. Phone: (9010) Acton: Time Exp: 845-6359 -or- cell 904- Assigned To: GRUTHER Entered By: DRHOADES K i z z�° Inspection History Item: 10 BLDG-FOOTING "Approved" 09/01/10 Inspector: Martin Action: AP APPROVED Comment: Item: 20 BLDG-Foundation/Steel **Approved** 09/09/10 Inspector: Martin Action: AP APPROVED Comment: Item: 30 BLDG-Framing **Approved** 10/22/10 Inspector: JRM Action: AP APPROVED Comment: Item: 50 BLDG-Insulation **Approved** 10/28/10 Inspector: JRM Action: AP APPROVED Comment: Item: 60 BLDG-Sheetrock Nail **Approved** 09/22/10 Inspector: mdenney Action: AP APPROVED Comment: 2hr assembly in basement-inside layer of assembly inspected. Assembly is(2)2X6 walls back to back with (1 layer of type X on ea. side. 09/29/10 Inspector: JRM Action: PA PARTIAL APPROVAL Comment: APPROVED 2ND LEVEL PARTY WALL INNER LAYER 10/14/10 Inspector: JRM Action: PI PARTIAL INSPECTION Comment: APPROVED MIDDLE LEVEL OF PARTY WALL 10/15/10 Inspector: JRM Action: PI PARTIAL INSPECTION Comment: PARTY WALL 2ND LEVEL 10/27/10 Inspector: Martin Action: AP APPROVED Comment: Item: 70 BLDG-Misc. **Approved** 09/13/10 Inspector: MDENNEY Action: AP APPROVED Comment: FOUNDATION WALL PERIMETER DRAIN-DRAIN TILE TIES INTO EXISTING. REPT131 Run Id: 12323 ID H E RRO N° Enterprises USA Inc. Phone(303)763 9639 p � Fax(303)763 9686 @ E-Mail Lennie.Herron@comcast.net Hazardous Materials*Mold*Asbestos*Lead Paint Website www.HERRON-Enterprises.com Environmental Services*Industrial Hygienists 7261 W.Hampden Ave.,Lakewood,Colorado 80227-5305 Not Applicable. Assumptions,and Limitations This Environmental Consultation/Limited Asbestos Building Inspection is applicable in whole, not in part, to the entire contents of the document. HERRON® and this Environmental Consultation/Limited Asbestos Building Inspection make no representation or assumptions as to past and/or future conditions/occurrences of the specific area(s) inspected. The results, conclusions and/or recommendations expressed in this Environmental Consultation/Limited Asbestos Building Inspection are based solely on the conditions which were observed at the time of this Environmental Consultation/Limited Asbestos Building Inspection. HERRON®'s inspection incorporated non-destructive sampling techniques and visual inspections in areas which were visible/accessible. Conditions and/or materials which were not inspected and/or commented on may very well differ from those which were inspected and/or commented on. Closure This report is provided for the use of the Client as it applies to the subject property. Its preparation has been in accordance with generally accepted practices in asbestos,and industrial hygiene. Thank you for the opportunity to be of service. Should you have any questions or comments regarding this report, please do not hesitate to call HERRON®Enterprises USA, Inc. Sincerely, Sincerely, Jamie L.Herron-Carson Project Manager HERRON®Enterprises USA, Inc. Certified Asbestos Building Inspectors(s): Billie J. Herron- Lusk Recommendations HERRON*Project No.0421104 Page No.-2 May 03,2010 Limited Asbestos Building Inspection E H E R RO NO Enterprises USA,Inc. Phone(303)763 9639 Fax(303)763 9686 1 E-Mail Lennie.Herron @comcast.net Hazardous Materials*Mold*Asbestos*Lead Paint Website www.HERRON-Enterprises.com Environmental Services*Industrial Hygienists 7261 W.Hampden Ave.,Lakewood,Colorado 80227-5305 As Regulated Asbestos Containing Materials were not discovered during this inspection,further action is not required. Conclusion Based on the information generated by this report, we conclude that the aforementioned property does not have Regulated Asbestos Containing Material(s) (RACM), in accordance with local, state,and/or federal regulations for purposes of a renovation or demolition(when conducted in accordance with local,state and/or federal regulations). In order to comply with local, state, and/or federal regulations, the following ACM, or assumed ACM will have to be removed if they will be affected by the renovation: None Detected. Materials that contain<=1.0%Asbestos are not considered Asbestos Containing Materials by NESHAPS or EPA but may still be covered by OSHA. OSHA regulations may apply during potential disturbance activities. Although a material may have been determined to contain <=1.0% Asbestos, or during a demolition, if the composition of drywall/joint compound(when the joint compound does not cover the entire surface)has been determined to contain<=1.0% Asbestos, this document serves as a Hazard Communication and should be followed during an activity such as a renovation or demolition, to ensure that an exposure does not occur. The Maximum Allowable Asbestos Level (MAAL) may not be exceeded at `any' time in accordance with local, state, and/or federal regulations, including but not limited to AQCC Regulation 8(State),29 CFR 1926.1101 (OSHA),40 CFR Part 61 EPA(NESHAP),and 40 CFR 763 EPA(AHERA). Suspect materials which were sampled and determined to contain <=1.0%Asbestos (refer to Attachments), by PLM and/or PLM Point Count analysis are: White Drywall/Joint Compound, Surfacing Material (S),>1,000 Square Feet and<5,000 Square Feet,Non-Friable,Good Condition(Current Condition)throughout,5 Sample(s), 042210-1A, Unit#3,N Wall at W Wall,3' from ground 042210-1B,Unit#3,Ceiling, 1' from N Wall, 1' from E Wall 042210-1C, Unit#3,N Wall,2' from ground,6.5' from W Wall 042210-1D,Unit#4,N Wall,3' from ground,3' from E Wall 042210-1E, Unit#4N Wall, .5' from ground,3.5' from W Wall Tan Exterior Stucco, Surfacing Material (S), <1,000 Square Feet, Non-Friable, Good Condition (Current Condition) throughout,3 Sample(s), 042210-2A,Unit#3,N Wall,4' from ground,6' from W Wall 042210-213, Unit#3,N Wall, P from ground,3' from W Wall 042210-2C, Unit#4,,N Wall,at E Wall,3' from ground Suspect materials which were not within the Scope of Work at the time of the inspection were: 1. `All' EPA suspect Materials not requested. 2. `Any' confirmed or suspect ACM which may have been concealed at the time of the inspection. 3. During a normal inspection, and more specifically when non-destructive sampling techniques are employed, it is not within the scope of the inspection to remove surface materials to inspect the structures and/or materials which may be under the surface, i.e., within or under concealed areas such as under carpet, under sub-floors, within chases, walls, crawlspaces, tunnels, etc., to remove suspect Asbestos Containing Material(s), to move and/or sample electrical wiring HERRON,Project No.0421104 Page No.-3 May 03,2010 Limited Asbestos Building Inspection E H E R RO N® Phone Enterprises USA,Inc. Fax(30317763 9639 63 9686 E-Mail Lennie.Herron @comcast.net Hazardous Materials*Mold*Asbestos*Lead Paint Website www.HERRON-Enterprises.com Environmental Services*Industrial Hygienists 7261 W Hampden Ave.,Lakewood Colorado 80227-5305 which has not been 'locked out', etc. All said areas are to be assumed as containing>1.0% Asbestos, until such a time that these areas are made accessible,and/or rendered safe so that sampling can be performed. 4. HERRON® recommends extreme caution during a renovation or demolition of these areas in the event that an area which was not suspect,visible, accessible and/or specified during the inspection, is discovered to contain or is suspected of containing an Asbestos Containing Material (ACM). Under local, state and/or federal regulations, should such an event occur,the Client and or Contractor is required to cease operations which may effect this(these)material(s)until an inspection is concluded and a determination is made by an AHERA and State Certified Asbestos Building Inspector. 5. It was expressly advised that although this is a Limited Asbestos Building Inspection, it is comprehensive to the aforementioned materials. Only materials impacted requiring response actions have been instructed and authorized by the Client. Under the protocol of limited sampling whereas not`all' suspect materials outside of the response action areas were sampled, under local, state and/or federal regulations, including but not limited to WAQS&R Regulation and OSHA 29 CFR 1926.110 1,a certain protocol for sampling,number of samples obtained,and assessment is required. 6. Disturbance of these areas could create a potential health hazard. Suspect materials which were visually inspected and determined to be Non-ACM materials at the time of the inspection were: Not applicable. HERRON*Project No.0421104 Page No.-4 May 03,2010 Limited Asbestos Building Inspection A�! Phone(303)763 9639 Ro H E R RO NO Enterprises USA I nc. Fax(303)763 9686 E-Mail Lennie.Herron @comcast.net Hazardous Materials*Mold*Asbestos*Lead Paint Website www.HERRON-Enterprises.com Environmental Services*Industrial Hygienists 7261 W.Hampden Ave.,Lakewood,Colorado 80227-5305 Ali, 1D r :i I I I 2A 4~ I 2B HERRON*Project No.0421104 Page No.-5 May 03,2010 Limited Asbestos Building Inspection Phone(303)763 9639 ERRS H E R RO NO Enterprises USA,Inc. Fax(303)763 9686 �C�� E-Mail Lennie.Herron @comcast.net Hazardous Mate ria Is*Mold*Asbestos*Lead Paint Website www.HERRON-Enterprises.com Environmental Services*Industrial Hygienists 7261 W.Hampden Ave.,Lakewood,Colorado 80227-5305 ?C HERRON*Project No.0421104 Page No.-6 May 03,2010 Limited Asbestos Building Inspection AERObiOLOCiy LAbORATORy Physical Description of Sample; Additional Comments Homo- geneous es/no Number of La ers°/ ASSOCIATES,INCORPORATED Lab Sam le Number 042210-1A 13949 W.Colfax Ave White Texture w/White Paint N 2,20% Suite 205 CONSULTING LABORATORY N 2,80% Lakewood,CO 80401 102522-2A Certificate of Analysis N 303.232.3746 102522-2B White/Tan Drywall N www.aerobioloav net Client Name Herron Enterprizes 102522-3A White Texture w/White Paint N 2,15% 102522-3B Street address 7261 W.Hapmden Ave. City,State ZIP ^nom n���m Date Collected: 04/22/10 Lakewood,CO 80227 w v Date Received: 04/22/10 Attn: Billie Lusk White/Tan Drywall Date Analyzed: 04/29/10 Client Project Name: 0421104 #200860-0 Date Reported: 04/30/10 1, 100% 042210-2A Project ID: 102522 Test Requested: 3002,Asbestos in Bulk Samples 1, 100% Job ID: Method: Polarized Light Microscopy/Dispersion Staining(PLM), Method for the Determination of Asbestos in Bulk Building Materials.EPA 93/116, -600/R- July 1993. Sample Identification Physical Description of Sample; Additional Comments Homo- geneous es/no Number of La ers°/ Client Lab Sam le Number 042210-1A 102522-1A White Texture w/White Paint N 2,20% 102522-1 B White/Tan Drywall N 2,80% 042210-IB 102522-2A White Texture w/White Paint N 2,10% 102522-2B White/Tan Drywall N 2,90% 042210-1C 102522-3A White Texture w/White Paint N 2,15% 102522-3B White/Tan Drywall N 2,85% 042210-1D 102522-4A White Texture w/White Paint N 2,20% 102522-4B White/Tan Drywall N 2,80% 042210-1E 102522-5 White/Tan Drywall w/White Paint N 1, 100% 042210-2A 102522-6 Yellow Granular Plaster w/Gray Paint N 1, 100% Pagel of3 Asbestos Detected N Non-Asbestos N Non-Fibrous M Matrix -—:+nxwsne CELL=Cellulose n AC=Actinolite MW=Mineral Wool AN=Anthophylle FBG=Fiberglass CHRY=Chrysotile SYN=Synthetic CR=Crocidolite WO=Wollastonite au nappe am amp revs TR=Tremolite NTR=Non-Asbestiform TR Laboratory Analyst Asbestos Laboratory Supervisor Trace=Less Than 1% NAC=Non-Asbestiform AC FT=Fibrous Talc AH=Animal Hair 13949 W.Colfax Ave.Suite 205,Lakewood CO 80401,303.232.3746 Q=Quartz C=Carbonates V=Vermiculite G=Gypsum M=Mica T=Tar P=Perlite O=Organic B=Binder OP=Opaques D=Diatoms AERObIOI.00ly LAbORATORy ASSOCIATES, INCORPORATED 13949 W.Colfax Ave CONSULTING LABORATORY Suite 205 Lakewood,CO 80401 Certificate of Analysis 303.232.3746 www.aerobioloav net Client Name Herron Enterprizes Street address 7261 W.Hapmden Ave. City,State ZIP mwn /1 n® Date Collected: 04/22/10 Lakewood,CO 80227 liL��UJ Date Received: 04/22/10 Attn: Billie Lusk Date Analyzed: 04/29/10 Client Project Name: 0421104 920086M Date Reported: 04/30/10 Project ID: 102522 Test Requested: 3002,Asbestos in Bulk Samples Job ID: Method: Polarized Light Microscopy/Dispersion Staining(PLM),Method for the Determination Asbestos of in Bulk Building Materials, EPA-600/11-93/116,July 1993. Sam le Identification Physical Description of Sample; Homo- Number Asbestos Detected Non-Asbestos Non-Fibrous Matrix Client Lab Sam le Number Additional Comments eneous of g o es/no La ers /o Fibers Material Material 042210-2B 102522-7 area%). area% (composition) Yellow Granular Plaster w/Gray Paint N 1, 100% Negative 100 Q,C 042210-2C 102522-8 Yellow Granular Plaster w/Gray Paint N 1, 100% Negative 100 Q,C A=Amosite AC=Actinolite AN=Anthophyllite CELL=Cellulose MW=Mineral Wool FBG=Fiberglass Q=Quartz C=Carbonates CHRY=Chrysotile SYN=Synthetic V Vermiculite CR=Crocidolite WO=Wollastonite G=Gypsum M=Mica au nappe a TR=Tremolite Laborato Analyst m ump reys Trace=Less Than I% tY Y Asbestos Laboratory Supervisor NTR=Non-Asbestiform TR T=Tar NAC=Non-Asbestiform AC P=Perlite FT=Fibrous Talc O=Organic Page 2 of 3 AH=Animal Hair B=Binder 13949 W.Colfax Ave.Suite 205,Lakewood CO 80401,303.232.3746 OP= s D=Diatoms Diatoms AERObiotogy LAbORATORy ASSOCIATES,INCORPORATED CONSULTING LABORATORY Certificate of Analysis 13949 W.Colfax Ave Suite 205 Lakewood,CO 80401 303.232.3746 www.aerobioloay.net Herron Enterprizes 7261 W. n Ave. ® Date Collected: �L,�J�J Date Received: 04/22/10 Lakewood,CO 8 Laked,CO 80227 LJV V 04/22/10 Billie Lusk u Date Analyzed: 04/29/10 Client Project Name: 0421104 9200850-0 Date Reported: 04/30/10 Project ID: 102522 Job ID: General Notes Negative indicates no asbestos was detected;the method detection limit is 1%. ♦ Trace or"<I"indicates asbestos was identified in the sample,but the concentration is less than the method detection limit of 1% ♦ All regulated asbestos minerals(i.e.chrysotile,amosite,crocidolite,anthophyllite,tremolite,and actinolite)were sought in every layer of each sample,but only those asbestos minerals detected are listed.Amosite is the common name for the asbestiform variety of the minerals cummingtonite and grnnterite. Crocidolite is the common name used for the asbestiform variety of the mineral reibekite. • Tile,vinyl,foam,plastic,and fine powder samples may contain asbestos fibers of such small diameter(<0.25 microns in diameter)that these fibers cannot be detected by PLM. For such samples,more sensitive analytical methods(e.g.TEM,SEM,and XRD)are recommended if greater certainty about asbestos content is required. Semi-quantitative bulk TEM floor file analysis is accepted under the NESHAPS regulations. ♦ These results are submitted pursuant to Aerobiology Laboratory Associates,Inc.'s current terms and conditions of sale,including the company's standard warranty and limitation of liability provisions. No responsibility or liability is assumed for the manner in which the results are used or interpreted. ♦ Unless notified in writing to return the samples covered by this report,Aerobiology Laboratory Associates,Inc.will store the samples for a minimum period of thirty(30)days before discarding. A shipping and handling charge will be assessed for the return of any samples. Notes Required by NVLAP This report must not be used by the client to claim product certification,approval,or endorsement by NVLAP,KIST,or any agency of the Federal Government. ♦ This test report relates only to the items tested or calibrated. ♦ This report is not valid unless it bears the name of a NVLAP-approved signatory. ♦ Any reproduction of this document must include the entire document in order for the report to be valid. 13949 W.Colfax Ave.Suite 205,Lakewood CO 80401,303.232.3746 Environmental r aaning &Cnsutting 2761 West Oxford Avenue 47 Englewood,CO 80110 (303)781-0422 CERTIFIES THAT This course meets the requirements of AQCC Reg.#8 BILLIE J. LUSK has successfully completed the EPA-APPROVED AHERA ANNUAL REFRESHER COURSE for INSPECTOR and passed the required examination in that discipline This course is EPA-approved under Section 206 of the Toxic Substance Control Act (TSCA) Course Date 05/28/09 No. of hours 4 Certificate No. DR052809 - 07AI Expires 05/28/10 Authorized Signature Invalid without raised seal i�i f+fjji�j, f�tfle�e�jl+��j. 111�11�i=j. fif��i��i�jp. ,a!ll�leffl�ff�a ��__ ��Ii+"i+•. fi ���+i*,ire �1fetj+if:. ,fe f��s�� �1E lei++4+1�'!r'; i�'1 e1�+��`/"�%3• \ e+ 4ei i+°+`i'i�IS.. .��,1��af+�i ,i"., +� Ili+.�N�• 4 t*•--y !• /,//r �;brt{,+r,/ \1 rl♦!e �1r/%5,a e1 ilii it+t+r � ,1ji+t0 r�� �Wa 1;jl;lir ioril/°r \Rl�lilFteo+bdi5�r� a Vii\i�lt/ti• i/0 =f111/ii"F 1" . 1 `••� ♦ sydd ReR*:��,,Aoerddi�'�,,'fi .�yty°�5,,<rdd�RtR �54gr,�tir++r�,?de�=NI'r�d:•d�/ .,�trrAe,f,SS.ys'h..,�1,rierrir�s,•d/ Ri``�MriPdi✓4�e `� .w j.,.=ter/d \R a,:'•515if'f'eel/d �� �py��.i/rdd�,R\\.�.i,�.,.rfi,,./dd C,\R..`d,:'�r(�,}��dd/e7la\'„!hh4i��lY,}jaBd�a+R`g0.+�ti„�y{,,e,,'••e'ed �y'f'hS4ri��':•/eYdhRR ��,er,t,�i!•,;dY"/a\R a L:a rf/�,dp/ 4Rl"i51'llil'i/Ipdd aR1�-'�it/Se:'d I Rl .',.old� �R�\-:.}e1'f%1pjl.a\f\\'�,5'da�ed%paiT'a11�:'.15:',�;'�;.Ip�dd �R``4,';.,.•S�S:Jnodd/5a`R\•:;.;,,��;e.��pd RR::_ �.+ ..eii,,r�o!!;;::;,ZaR .;,; pd1.<.::>`\R .N,}f d�d!!�'�R\► •+y f; did;;;- a ,,�5 fj �ta e1 ,;f dip d \�q /id dd- �. Re .5}r. a nne.4. R 1J�p yd�\\�. �... r �;s'- 5 ,ff ,�}• -�,\ „{t5?, dpi;;.�R e i•��4 ,�,,�.:� p�z>.rR •1��dd� N\ ,r.: y i..�, ti`:$ y\`as'' •n l.' `�=a```te y"� n •:�..+i:.�.ub' v/��rw�'� d��L`-;�•` 'iiws/mod.` STATE OF COLORADO ' .:;�...:i::�:: 'aid; �' ;► � ==�� i ASBEWT- ,. .e ate`4.,�v3r 5v CERTIEICATIION FFF _ s S. \ 4. A - _Colgrado Departrrient of Public Ha.. = and Environment �:..♦ ± w 'y Air Pollution-Control Division -This �! Certifies i hat- jig :ie//is K:•,. V ..:w ',' •.ate���`�..�iiv Bi11ie.J. Herron-Lusk a osii'•�y°w:�t:. = ri`+_� •z'�; s F� 2 '' ryr+��•va, Crtif eatton:-No: 260 rp>�,” .7 Sb #� �•�ti'- •c = p .: bias met thereq-#irV-'ments Hof 25-7-507, C RS and Air Q1ity ;ontY -= Commission Regal tion No. 8 P B n ph '°•w"�:i � arty- ,.a d is�leby certified by e :=�=� �,�-.•, state o tol r 4 Q ado in the following disciprine ns torlM" ina ement Px 1' •,rw- * .......... Issued: 10/29/2009w.: % 10/29/2010 ._ . ....,......... ....>_ w ram-.;`�` Expires on. -•�� •s•p '�•�'�'�`-�` Au ed APCD Representative This certificate is valid only with the possession of a current Division-appsoved traluft course '- f�.� s certification in the discipline specified above. t5. �` t nt a 5 • b 1 �a /d .l\ d/d rR•�5, RR dddl;�i t'lf,. \ _ d/ •.1.; \\ , I d ,•t5'}'�..I^::\F.-.%p •':'15S• a�'a?-°•r'•d /'•{,. ti:_�:E7 ( .._{ re� ♦'a`�..."ieiW//pe;,"?fir''!% \�e� dppol/,p„�4,•.•<a*v0 dd'd;'e,r5ilit:e ���" ddd!e//^Tha drdd 6e,•,r:;\\as shpp;,'t'"1�..Rei4'Yd°d°p/,•,�'Sj5•r.. ey\•_d� /;fr;iiY,. a\� .,h.,.r,,.� ..e� c;Rg5�RU�di(y,'S'te�y�Pr\RRdird7y,�'ri.,�,,;,.lRi ddi�'d'''Si°rtiJh''c.aRa dldd,!,.,j,, ,,i„RR♦ dd�fo,,t,Ijo�.,.,,R�y4 ddp�,;J�rerry.,i�\R aNd�ry.p,e'h•y,;•:,�R a IddJ'`e'i"7,;,,;,.Raya j1,'r•..,�r ` .. ••••.�1 `e`\/A;:'di'e�rrie�t51`�`�/f4`'''+r rt rtt�`ly�`i4\ !;iyre°jreifr155co\ �'ddb+'p�rr�55����/i;vi`i'+rYrr�r'iF�,��"�\R °p'''°d�+rytYi�''155:��`yd Vii'',°r,�'eii'`S��.O�\ di!',j,j'trf9.i r`.\[\ n��r,.�O+�i♦ 'iii°��i~`js�Sn`i��iF+i°t`(hl�\�`�a �►`�i'6°i tl�t`a�rfi��+i°i`+�t h `� R F�i�+i'i'i°e°1�eh��v.:�repyi di'iro' ,�\0.>`�; e'rVe' 'h e4�a: r i i' h� .��jl r�Frr� ,,/ 'r'• -i • °r.�►i S ii+ �` ' I o ` _P i 101 0\ �i F+iii`�1�teRR\..��iF +riQrO�1y1�R\����le 1 NiF1t1``e\�•./`��y ti�1�51�1��L'i'�prrr �t '•-'�1�1��� d i f�� •�Id i+l�'l`02 adi 11i11��ff .�i 1i f� ..�.+i++ie'i�eelr ':ie"d�+i111 ,`Re �i�ao{�,+�i11i11R�i ed°tlioi°i0ei1�� 'seep°t�I�j�r`'r►• •�f.♦lili�+ff /l\ ':deft--�`j0♦/.A1�1♦• ` i�`o`e♦s♦/i1� e\ ���If����lyfff i.��r mi�3�se1�♦►a /, '.r aI�OA..l�1�•^` ':'�.if.A.�.=l�1Ye./` 'G.''64ti/��6:� eaa�+.•/',ey+,re a .i`;��a;•�.� Job Name: *VAK1 Job Address: TW Off Permit No.: SPECIAL.INSPECTION AND TESTING AGREEMENT (To applicants of projects requiring Special Inspection or Testing per Section 1701 of the IBC) The owner or his/her representative, on the advice of the design professional in responsible charge, shall complete, seal, sign and submit a copy of the Special Inspection Agreement and Structural Tests Scheduled to the Town of Vail for review and approval. Signatures are required on both pages: photocopied or faxed signatures are acceptable. The owner and his/her general contractor, where applicable, shall also acknowledge the following conditions applicable to Special Inspection Testing: 1. Contractor is responsible for proper notification to the Inspection or Testing agency for items listed.(Page 1) (IBC 1704) 2. Only the testing laboratory should take samples and transport them to their laboratory. 3. Copies of all laboratory reports and inspections are to be sent directly to the Town of Vail by the Testing agency on a weekly basis. 4. Inspection agency to submit names and qualifications of on-site special inspectors to the Town of Vail for review and approval.(Page 2) 5. The special Inspector is responsible to immediately notify the Town of Vail Building Official in writing of any concerns and/or problems encountered. 8. It is the responsibility of the contractor to review the Town of Vail approved plans for additional inspection or testing requirements that may be noted. A pre-construction conference at the job site is recommended to review special inspection procedures. 7. The special inspector shall use only the Town of Vail approved drawings. 8. All special inspection field reports must be left on site for review by the Town of Vail staff prior to required inspections or re-inspections. BEFORE OCCUPANCY WILL BE GRANTED: The special inspection agency shall submit a signed and sealed statement that all items requiring testing and inspection were fulfilled and reported. Those items not tested and/or inspVIn'spect oted in this statement. A copy of the statement shall be maintained at the job site for the Bu review prior to final Inspection. Acknowledgemen Owner: 7J►+N N XOL6 Lt- , f 2 `-J-, (..t ),d)a /S!%INture Print Name Date Special inspection r , Agency: Ignature Print Name D e Project r7 0 Signature Print Name Date ,)AContractor. ignature Print Name Date -3- Cry r *ViK '7OWN SPECIAL INSPECTION AND TESTING SCHEDULE (ISC 1704) Project Name: Permit# � L' - C)` y Owner's Name: o•-; ,-F Testing Inspectiop --T a re P' Name Date Agency: s k ,..�•- _ �...ut( lkoi �' °( Testing Inspection signature Print Name Date Hereby certifies that the Testing/Inspection Agency named above has been engaged to perform structural tests and inspections during construction as checked below,to satisfy all applicable portions of the Building Code. Prior to final inspection, the Inspection Agency shall submit a statement that all items of designated work performed were reported. Any items checked but not tested or inspected will be noted and explained. Whenever any designated items on the list are ready for sampling, testing, or inspection, it shall be the responsibility of the contractor to give timely notice to the Inspection agency so that the required services may be performed. REINFORCING STEEL: UNDERPINNING: Tensile$Bend,one set per heat per tons Temporary/Permanent Inspection of Placement Inspection of Steel Fabrication Inspection of Welding __ Inspection of Reinforcing&Forms Epoxy Inspection of Concrete Placement Inspection of Tiebacks MASONRY: Prelim.Acceptance Tests(Masonry Units,Wall Prisms) _,.— SOIL NAILS: !_ Subsequent Tests(Mortar,Grout,Field Wall Prisms) Temporary Shoring Inspection of Placement and Grouting Permanent Wei CONCR SHOTCRETE GROUT AND MORTAR: STRUCTURAL STEEL: Concrete I Shot I Grout Mortar Sample A Test(List spec members below) to Oe is for design Shop Identification&Welding Inspection Suitability or ates Shop Ultrasonic Inspection Mbt Designs Shop Radiography �.�/ Test Panel Field Welding Inspection LF` Batch Plant Inspection Field Bolting Inspection r v__ _ Cement Grab Sample Field Ultrasonic Inspection Inspect Placing - Field Radiography Compression Tests _ Metal Deck Welding inspection Cast Specimens FOR OFIN J � Pick-up Samples n&Placern nt S Bars �Y—_ Yield Cttadt Air Check Acceptance Tests Dry unit Weight Moisture-Density Determination PRECAST CONCRETE: Field Density Reinforcing Tests _ Drilled Piers Inspection of Reinforcing Placement Deep Foundation Tendon Tests Inspection of Tondon Placement STRUCTURAL WOOD: Inspection of Concrete Placement _ Inspection of Fabrication. Inspection of Concrete Batching Inspection of Truss Joint Fabrication Inspection of Panel Attachment&Inserts Sample&Test Components Compression Tests Inspection of Glu Lam Fabrication inspection of StressingfTransfer SMOKE CONTROL: PILING,CAISSONS,CAPS,TIES: Inspection of Reinforcing Placement SPECIAL CASES: Inspection of Concrete Placement inspection of Concrete Batching SPECIAL INSPECTION: Seismic Resistance Specify other tests,inspections or special instructions required. Wind Requirements -4- ?a 60 o&'fy August 26, 2010 Job Name Open Hole Observation, Capstone Townhomes Units 3 & 4 Additions, Vail, Colorado, Job Number: 10-6575 Mr Roland Lee SIRE Builders, Inc. PO Box 6376 Vail, Colorado 81658 Attn Mr Lee As requested, a representative of GROUND Engineering Consultants, Inc visited the project to observe the condition of the footing subgrade for the proposed addition to units 3 and 4 at the Capstone Townhomes located at 1817 Meadow Ridge Road in Vail, Colorado. A soils report was not available at the time of our observations. Structural plans dated 6/10/2010 by The MJ Mueller Company; Inc were provided as the design criteria. t As requested in the structural plans we collected a sample of the native soils proposed to be used as backfill to estimate the Equivalent Fluid Pressure (At ��YC Rest). Based on this sample, we have estimated this value at approximately ` w • 69pcf. We observed the installation of they reinforcing steel dowels into the existing -' foundation walls for depth, diameter and cleanliness of the drilled holes An air compressor was used to clean the drilled holes., then a 2-part epoxy was used to glue the dowels. Some epoxy was forced out of the drilled holes upon placement of the reinforcing steel. Based on our observations, the reinforcing steel dowels appear to have been placed in general accordance with the project plans and structural specifications. We observed that the footing subgrade soils generally consisted of red silty, clayey sands with gravels and boulders. At the time of our site visit, the soils appeared moist, dense and unyielding under construction equipment. We observed the excavation contractor compacting the footing subgrade with a jumping jack during our site visit. 110umn ENGINEERING CONSULTRNTS. INC, 101AAirpark Dr., Unit 9, PO Box 464, Gypsum, CO 81637 Phone (970) 524-0720 Fax(970)524-0721 www.groundeng.com Office Locations: Englewood Commerce City Loveland Granby Gypsum ` Open Hole Observations Capstone Units 3&4 Based on our observations of the completed footing excavation, the soil types and condition of the subgrade were generally consistent with soils capable of providing an allowable bearing capacity of 2000psf as indicated in the project structural plans. We did not provide evaluation of elevations or depths excavated as part of our observations. If you have any questions, please feel free to contact our office. Sincerely, GROUND Engineering Consultants, Inc. G r �,h.LA"', �UNAI����� Evan Kuhn, CET Reviewed by Michael K. Wariner, P.E. Job No.: 10-6575 GROUND Engineering Consultants, Inc Page 2 of 2 H E R RO N® Phone(303)763 9639 Enterprises USA,Inc. Fax(303)763 9686 1 E-Mail Lennie.Herron@comcast.net Hazardous Materials-Mold-Asbestos-Lead Paint Website www.HERRON-Enterprises.com Environmental Services'Industrial Hygienists 7261 W Hampden Ave.,Lakewood Colorado 80227-5305 May 03,2010 To: Mr.John Nadler cc: Mr. Marc Levarn HERRON®Project No.: 0421104 Job No.: Verbal Location: Unit#3 and#4, 1817 Meadow Ridge Rd.,Vail,CO 81657 Date(s)of Service: April 22,2010—May 03,2010 Services Requested: Environmental Consultation/Limited Asbestos Building Inspection Scope of Work Per your request, and under the guidelines defined, HERRON® Enterprises USA, Inc. (HERRON®) has concluded the Environmental Consultation/Limited Asbestos Building Inspection at the aforementioned property. Local, state and/or federal regulations, including but not limited to the Air Quality Control Division (AQCC) Regulation 8, OSHA 1926.110 1, and EPA (NESHAP) 40 CFR Part 61 may require a comprehensive asbestos inspection prior to a renovation or demolition. This inspection requires an AHERA and State certified asbestos building inspector identifying and sampling any friable and non-friable asbestos containing materials which could be affected by the activity. HERRON®was contracted by the Client,to perform: a Environmental Consultation/Asbestos Services, Limited Asbestos Building Inspection, specifically tailored to Friable and Non-Friable Suspect Asbestos Containing Materials (ACM), associated with the aforementioned property, specifically; Client directed Limited Asbestos Building Inspection prior to a renovation of Unit#3 and #4, 1817 Meadow Ridge Rd., Vail,CO 81657 as follows: White Drywall/Joint Compound Tan Stucco 5 Day turnaround PLM Analyses; It was expressly advised that although this is a Limited Asbestos Building Inspection, it is comprehensive to the aforementioned materials. Only materials impacted requiring response actions have been instructed and authorized by the Client. Under the protocol of limited sampling whereas not`all' suspect materials outside of the response action areas were sampled, under local, state and/or federal regulations, including but not limited to WAQS&R Regulation and OSHA 29 CFR 1926.110 1,a certain protocol for sampling,number of samples obtained,and assessment is required. HERRON®was subsequently contracted by the Client,to perform: HERRON,Project No.0421104 Page No.-1 May 03,2010 Limited Asbestos Building Inspection