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Home My WebLink AboutB11-0004NOTE: THIS PERM/T MUST BE POSTED ON JOBSITE AT ALL TIMES : ��vn� � 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 MF BUILD PERMIT Permit #: B11-0004 Job Address: 4506 SPRUCE WAY VAIL Location......: SOUTH ELEVATION - UNIT 18 Parcel No....: 210112304018 OWNER KLEID, SUSAN M. 01/12/2011 2321 JASMINE ST DENVER CO 80207 APPLICANT BLUEPRINTCONSTRUCTIONLLC 01/12/2011 PO BOX 4350 193 SODA CREEK COURT DILLON CO 80435 License: 861-B Phone: 970-333-1119 CONTRACTOR BLUEPRINT CONSTRUCTION LLC 01/12/2011 Phone: 970-333-1119 PO BOX 4350 193 SODA CREEK COURT DILLON CO 80435 License: 861-B ARCHITECT K.H. WEBBARCHITECTS PC 01/12/2011 Phone: 970-477-2990 710 WEST LIONSHEAD CIR, UNIT A VAIL CO 81657 License: C000001627 Description: ADD ONE SET OF STAIRS TO ACCESS LOFT AREA. ADD TWO NEW WINDOWS (SOUTH ELEVATION) Project #: Status . . : Applied . . : Issued . .. : Expires . ..: PRJ10-0436 ISSUED 01 /12/2011 06/08/2017 08/23/2011 Occupancy: R2 Valuation: $17,000.00 Type Construction:ll-B Total Sq Ft Added: 0 ....,.« .....................«...........,,,,,,.......,,......,........,........,. FEE SUMMARY ...,..............,.............,...«,....,...,...,.. Building Permit Fee---> $279.25 Will Cal Fee--------------------> $5.00 Total Calculated Fees------------> Plan Check------ -> $181.51 Use Tax Fee------------------> $140.00 Additional Fees--------------> Add'I Plan Check Hours-> $0.00 Restuarant Plan Review----> $0.00 TOTAL PERMIT FEES----------> Investigation-- > $0.00 Recreation Fee----------> $0.00 $605.76 $0.00 E605.76 Payments-------__ _____> 5605.76 Total Calculated Fees-------> $605.76 BALANCE DUE-----------> 50.00 rr:�w:w�ee�w,e,eR+e::eiNH��»�,r�w��:r.��xa+rw�+.xwv.��,vwxxrwkx�►:+ww+ww:�4:::�+wwww��:+�+x�w:�waw+aw��wwwxx�xxww:wexxx:ww::rwwe:�e�s.ri:rwxwvx�rww:r�rri�ww:,rxx,r�rw�xw��x�rirrs.xw��rrrrr DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:00 AM - 4:00 PM. Signature of Owner or Contractor Print Name bld_alt_construction�erm it_041908 �'G'2d�1 Date �n.twl.:�xxrr�w+vrn`+wx��.,':r:r,ere��e+►►:::�.,'wiir�rr+rwx,v�w�w,ti.x:xxwxvrxre�::x,e:n+w+w�xwx►wrnwrw:::x+w�xsn.iw,rxiwww�we��wtrr,rr.►�x�:::��::ewrw�v�xxww::,e,rnrrtrxx,r��++�+�:��,w.��+x��w,ri�� Permit #: 611-0004 APPROVALS as of 06-08-2011 Status: ISSUED w�:�t�ti�H�rree�xwww��xwtx�xxx►r:iirrxsx►+�++�w�w+��►::►��x�ixw:r��:ix��ww�+�wi+w�www+��rRxw�,r::w�v�xxxxxx,v+��,rrrw+��xwwwwkwr�xwxxxxxxi�ww�r�w�rr�s,r,r��,a��w�x„��w�as.xtxxw�.xxr�wr�: Item: 05100 BUILDING DEPARTMENT 01/24/2011 JRM Action: CR THE FOLLOWING ITEMS REQUIRE CORRECTIONS 1. INSULATION R-VALUE OF R49 REQUIRED, R30 CALLED OUT ON PLANS (PAGE A101) 2. SPECIAL INSPECTION REQUIRED, (EPDXY STEEL) 3. EGRESS WINDOWS DO NOT MEET SILL HEIGHT REQUIREMET(44 INCHES) PLEASE PROVIDE INFORMATION AS TO WHY 2 NEW WINDOWS CANNOT CONFORM TO 44 INCHES FROM FLOOR 4. SMOKE ALARMS AND CARBON MONOXIDE DETECTORS MUST BE SHOWN ON PLANS. 5. PLEASE PROVIDE ALL M,E,P DRAWINGS (3 SETS) FOR PLAN REVIEW. 02/21/2011 JRM Action: AP 06/06/2011 JRM Action: AP Item: 05110 ELECTRICAL REVIEW 02/21/2011 JRM Action: NO REVIEW ( NOT INCLUDED) Item: 05120 MECHANICAL REVIEW 02/21/2011 JRM Action: NO REVIEW Item: 05130 PLUMBING REVIEW 02/21/2011 JRM Action: NO REVIEW Item: 05400 PLANNING DEPARTMENT 01/14/2011 RFD Action: AP 02/23/2011 RFD Action: AP NOT PART OF THIS NOT INCLUDED IN NOT INCLUDED IN Item: 05600 FIRE DEPARTMENT 01/25/2011 McGee Action: AP Fire Dept approval requires compliance with Bldg Dept comments. Item: 05101 BUILDING DEPT REVISION 06/06/2011 JRM Action: AP rxexwwxRxxr�:xiiwwriier»i�rw»�wi��wr�xwwwx��+��r�ttwrrrww�r��:�w�«�w:�:+.,r�+w�r�t:::�:�w��+xxw�+R.xwxww��e..www:R.x�w::w.:wxw�.sn.exwwws.es.xrs.,ewws.xx,ex»�xsn.xwwwvxws..xxxxxxw�.xxxes.r See the Conditions section of this Document for any that may apply. bld_alt_construction�erm it_041908 iwrww�:��w,e►�wr�w�w�:wrx��er�wxxy.ww+xxx��r►t��:�www�+��w�+::�:��xttt�r��xi++��r�rrwwx►�*�ew�rrw�xx�::�xxwww::,+,r�wrww�wxr�wR�+�::��::�xs.�:::xxixx:x�xxx+x+xie�rw�ww�ii�::ewMKx�+rw�w CONDITIONS OF APPROVAL Permit #: B11-0004 as of 06-08-2011 Status: ISSUED ...............................................................................................,....,...,........,........,....,,..,,......,.,...,,........,.,.,.,...,,...,,..,......» 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: 1 (FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE STARTED. bld alt_construction�ermit_041908 TRANSMlTTAL FORM Revision Submittals: 'I. "Field SeY' of approved pians MUST accompany revisions. 2_ No further inspections wiii 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_ s Permii #(s) information applies to: �13-I ( Oo0 �( project Street Address= (Number) {Sfreet) Buifding/Comptex Name: Aitention: (�Revisions I ( } Respanse to -Correction Leiter atiached copy of correction fetEer ( ) Deferred Submittai , ( ) Other , (SuitE #) � Confact lnform�tion: ' Company: 1�� li�✓ � Ol�� " �/ i • Company Address_ � y� SCCr� ��i �e(c Ca�vz ( Ci'ry: �'r�(,pv✓ State: �U Zip: �d � ` Contact name: //" � � �� ; Contact Phone: ( �v � � � � � ! ' E-Mai� W1�k�- �L+��-l�l�-��'I'Cc�J� °�f1v�f � Cv,.�cv(� I', vv ( Revised ADDITIONAL Vaivations (Labor � Maferials} i(DO NOT include original valuafion) : Building: � Plumbing ' Electncal Mechanical: Tetal: Description / List of Changes: ,.�. i ,�� i � (use additional sheet ii necessary) Date Received= � C C� [� [l �!1 � MAY 2 6 �C�li TOWN OF VA NOTE: TH/S PERM/T MUST BE POSTED ON JOBS/TE AT ALL T/MES .� �ow�oFVn� � 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 MF BUILD PERMIT Permit #: B11-0004 Job Address: 4506 SPRUCE WAY VAIL Location......: SOUTH ELEVATION - UNIT 18 Parcel No....: 210112304018 OWNER KLEID, SUSAN M. 01/12/2011 2321 JASMINE ST DENVER CO 80207 APPLICANT BLUEPRINT CONSTRUCTION LLC 01/12/2011 PO BOX 4350 193 SODA CREEK COURT DILLON CO 80435 License: 861-B Phone: 970-333-1119 CONTRACTOR BLUEPRINT CONSTRUCTION LLC 01/12/2011 Phone: 970-333-1119 PO BOX 4350 193 SODA CREEK COURT DILLON CO 80435 License: 861-B ARCHITECT K.H. WEBB ARCHITECTS PC 01/12/2011 Phone: 970-477-2990 710 WEST LIONSHEAD CIR, UNIT A VAIL CO 81657 License: C000001627 Description: ADD ONE SET OF STAIRS TO ACCESS LOFT AREA. ADD TWO NEW WINDOWS (SOUTH ELEVATION) Occupancy: R2 Type Construction:ll-B Project #: Status . . : Applied . . : Issued . .. : Expires . ..: PRJ 10-0436 ISSUED 01 /12/2011 02/24/2011 08/23/2011 Valuation: $17,000.00 Total Sq Ft Added: 0 ..............«..»...,.................,....................�.............,.,..,+ FEE SUMMARY ..,..,....,.....,...«...,...................................................... Building Permit Fee------> $279.25 Wili Cal Fee---------------------> $5.00 Total Calculated Fees-------------> $605.76 Plan Check--------------------> $181.51 Use Tax Fee---------------------> $140.00 Additional Fees-----------------------> $0.00 Add'I Plan Check Hours-> $0.00 Restuarant Plan Review-----> $0.00 TOTAL PERMIT FEES-------------> Investi ation-----------------> $605.76 g $0.00 Recreation Fee-----------------> $0.00 Payments------------------------------> $605.76 Total Calculated Fees--------> $605.76 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. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:00 AM - 4:00 PM. L - a j�'2011i Signature of Owner Contractor Date /vi- l (�'� �o rk `� `�l Print Name b I d_a It_co n st r u ct i o n_pe rm it_041908 ...............<,.,.............,.........................,.,.,,,...................,,,............,,......�,......,..,.................�,.,......,........,,..,..........,...,,.,.., Permit #: 611-0004 APPROVALS as of 02-24-2011 Status: ISSUED .............x....,.,.,.,...,....,..,...............,..,,.......................,..........,.,................,..»............,»..,..,...»,.,...,.,........,......,...............,, Item: 05100 BUILDING DEPARTMENT 01/24/2011 JRM Action: CR THE FOLLOWING ITEMS REQUIRE CORRECTIONS 1. INSULATION R-VALUE OF R49 REQUIRED, R30 CALLED OUT ON PLANS (PAGE A101) 2. SPECIAL INSPECTION REQUIRED, (EPDXY STEEL) 3. EGRESS WINDOWS DO NOT MEET SILL HEIGHT REQUIREMET(44 INCHES) PLEASE PROVIDE INFORMATION AS TO WHY 2 NEW WINDOWS CANNOT CONFORM TO 44 INCHES FROM FLOOR 4. SMOKE ALARMS AND CARBON MONOXIDE DETECTORS MUST BE SHOWN ON PLANS. 5. PLEASE PROVIDE ALL M,E,P DRAWINGS (3 SETS) FOR PLAN REVIEW. 02/21/2011 JRM Action: AP Item: 05110 ELECTRICAL REVIEW 02/21/2011 JRM Action: NO REVIEW ( NOT INCLUDED) Item: 05120 MECHANICAL REVIEW 02/21/2011 JRM Action: NO REVIEW Item: 05130 PLUMBING REVIEW 02/21/2011 JRM Action: NO REVIEW Item: 05400 PLANNING DEPARTMENT 01/14/2011 RFD Action: AP 02/23/2011 RFD Action: AP NOT PART OF THIS NOT INCLUDED IN NOTINCLUDEDIN Item: 05600 FIRE DEPARTMENT 01/25/2011 McGee Action: AP Fire Dept approval requires compliance with Bldg Dept comments. ..................�...,,......,..,....,............,..,.,.,....�.,,.,..,..........................x.....,,>.�............,,.,,.«......�........,,,..,,..,..�. ��...............,...... See the Conditions section of this Document for any that may apply. bld_a It_construction_permit_041908 +�+��+rxxxxxxxxxx..w+wwwww��wf��s�xx�:+xx.x�xw��x.ww.w+w••�w�+��+x�x�x�x�xx�x�xxx�wwxwww+�w.w�we��x�xr�x�xw��wx�ew�•+•ww�e�.wwwew.ewwwwww.•.w�.ww�ww�w��rx.w�+xwwr•.w��.xx CONDITIONS OF APPROVAL Permit #: 611-0004 as of 02-24-2011 Status: ISSUED .................x,.............,....,,.,..,.........,,,,...,..,...........�.........,.......,..,,.,....,,..�..,...........,......,.,,,,,..,.............,........................... 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: 1 (FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE STARTED. b Id_a It_co n st ru ct i o n_pe rm i t_041908 ***********************+************************************************�******************* TOWN OF VAIL, COLORADO Statement *****************+*******++**+*+*+*************�****************�**************************� Statement Number: R110000130 Amount: $605.76 02/24/201112:36 PM Payment Method: Check Init: LC Notation: #3169 / BLUEPRINT CONSTRUCTION CO LLC ----------------------------------------------------------------------------- Permit No: B11-0004 Type: ADD/ALT MF BUILD PERMIT Parcel No: 2101-123-0401-8 Site Address: 4506 SPRUCE WAY VAIL Location: SOUTH ELEVATION - UNIT 18 Total Fees: $605.76 This Payment: $605.76 Total ALL Pmts: $605.76 Balance: $0.00 **************�**********************************************************+****************** ACCOUNT ITEM LIST: Account Code -------------------- BP 00100003111100 PF 00100003112300 UT 11000003106000 WC 00100003112800 Description Current Pmts ------------------------------ ------------ BUILDING PERMIT FEES 279.25 PLAN CHECK FEES 181.51 USE TAX 4% 140.00 WILL CALL INSPECTION FEE 5.00 , � � .,. �� ..�: !` �� 1. ��,' . � Department of Community Development �:. �; , 75 South Frontage Road � �� 4�;;:��' ��.�.'� . .'�. . . ' Vail, Colorado 81657 5 - ~r. � , � -: . ;�'� Tel: 970-479-2128 +� . �` � �� ' ' .�`.�' � Web: www.vaiigov.com '�� ' ��,'� �`: � ° �"�� Development Review Coordinator �: . � , �` -' " ' �` •� • _ ...�.�_ ' �� '�� ,,_,.�, CONSTRUCTION PERMIT APPLICATION (Separate applications are required for alarm & sprinkler) Project Street Address: �� x�� G��1-�'J �� (Number) (Street) (Suite #) Building/Complex Name: % i�✓!d�� 5��— �� T� �..,v Jb.ti � S Project #: DRB #: ; L)�C� I L� a`��D� Building Permit #: � � � � ��D y Lot #: Block # Subdivision: Contractor Information I , Business Name: ��LL1/LD/�/�� (�Ot�Sif7vci7�� u.C. Work Class: Business Address: �93 SGX�i" �l�'�K �� Type of Building: City �Z G U�� State: L o Zip: $bY3� Single-Family O Duplex O Multi-Family O �� K � Commercial (i�Other ( ) Contact Name: Contact Pnone: 970 ` 3 3 3'/� �� wor�c Type: Contact E-Mail: ��(�s�fzt,��i�l�'�f'1t"('cY�ik�.GTI�N (� � ��' Contractor Registration Number: �� l_ ll - Electrical New ( ) Addition ( ) Alteration ( �/ X OwnedOwner's Representative ignature (Required) Project Information � Owner Name: �U�/i�ll ��.�i � � Parcel #: � � ��- � 0 3— ��^ � l (For Parcel #, contact Eagle County Assessors Offlce at (970-328-8640 or vislt www.eaglecounty.uslpatie) Mechanical Plumbing Building Interior (�xterior ( ) Both ( ) Wor{c Included ( )No ( )No ( )No ( )No Valuation of Plans Included Work ( )Yes ( No d0 O ( )Yes (� �BO U ( ( )Yes ( No ae G ( )Yes ( )No ��>1aa Value of all work being performed: $/%, OD U (value based on IBC Section 109.3 & IRC Section 108.3� Building Area (per IBC): Detailed Scope and Location of Work: //��l% � Ser a� S��'L-j "�'O �CLC°S S Lel�� l4�2c�4 . 1�i�0 Z vr/ct,v t,.�; wr�v w-s (USe additional sheet if necessary) For Office Use Only: Fee Paid: Received From: Cash Check #_ CC: Visa / MC Last 4 CC # Auth # exp date: ��Q'P, �l�05.'1l� G� �� / Date Received: � ��o�� JAN 1 1 ZQ11 TOV1l l� O F\�A I L �� [ � {�� L . State of Colorado Asbestos Testing & Abatement Requirements Asbestos testing and abatement protects workers, homeowners, neighbors and emergency services responders from ex- posure to harmful asbestos. It is your responsibility to be in compliance with the State. Please contact the State directly for their requirements at the contact info listed below. When is asbestos testina reauired? ANY building projects disturbing more than these threshold levels of buitding materials require asbestos testing: One- and Two-Family Dwellings: 32 square feet All Others (commerciat spaces, hotel rooms, etc): 160 square feet Definition of a single-family dwelling: any dwelling unit that is used primarily for a single family, including multi-family/condominium units, and fractional fee units. Asbestos testing results must be provided with your application for a building permit. Tests which identify POSITIVE results at more than 1% require abatement by a State-certified abatement contractor. The air clearance letter or form must be submitted to the Town of Vail before the building permit will be issued. Project Checklist My proj falls into the category checked below: Will not disturb more than the threshold limits identified above. � Tested negative, or at 1% or below (1 copies of test results included) � Tested positive at more than 1%, requires abatement (1 copies of test results included) Tips & Facts: • Even recent construction projects may include asbestos-containing materials, so buildings of � age require testing. • The "1989 Ban" on asbestos-containing materials is commonly misunderstood. "In fact, in 1991 the U.S. Fifth Circuit Court of Appeals vacated much of the so-called "Asbestos Ban and Phaseout" rule and remanded it to the EPA. Thus, much of the original 1989 EPA ban on the U.S. manufacturing, importation, processing, or distribution in commerce of many asbestos-containing product categories was set aside and did not take efFect." - CDPHE Asbestos test results should be submitted to: Town of Vail, Community Development, 75 S Frontage Rd, Vail, CO3 81657. Town of Vail Contact: Fire Prevention Bureau Vail Fire Department 75 5 Frontage Rd Fire inspectors@vailgov.com 970-479-2252 www, va i I g ov. co m State of Colorado Contact: Colorado Department of Public Health and Environment Asbestos Compliance Assistance Group 303-692-3158 asbestos@state.co. us www. cd p h e. state. co. u s O1-Jan-1 I � -_Foothills Environmentat, Inc. Indust�ial Hyqiene, Safety & Environmental Services January 5, 2011 Mr. Michael Rookey Blueprint Construction Company 193 Soda Creek Court Dillon, Colorado 80425 Re: Limited Asbestos Inspection at 4506 Spruce Way #18 in Vail, Colorado. FEI Project No. AS11003 Mr. Rookey, At your request, Foothills Environmental Inc. (FEI) conducted a limited asbestos inspection of suspect asbestos materials that may be impacted during a proposed building renovation at 4506 Spruce Way Unit #18 in Vail, Colorado. The limited inspection was conducted on January 3, 2011. Mr. Derek D'Avignon, an asbestos inspector certified by the Colorado Department of Public Health & Environment, conducted the limited asbestos inspection. Aerobiology Laboratory, an independent laboratory accredited by the National Voluntary Accreditation Program (NVLAP) and the American Industrial Hygiene Association (AIHA) analyzed the samples utilizing Polarized Light Microscopy (PLM). A limited bulk sampling of suspect acoustical ceiling texture was conducted to identify any Asbestos Containing Material (ACM) that may be impacted by a planned renovation. An ACM is defined by the EPA as a material with an asbestos content of greater than one percent (1 %) by volume. FEI did not inspect outside of the proposed scope of work, underground conduit, electrical panels instruments or other appurtenances. Foothills Environmental, Ina 1320 Simms Street, Suite 102, Golden, CO 80401 (303) 232-2660 I DESCRIPTION The building is a three story unit in a multi-family complex. The exact date of construction is unknown. BULK SAMPLE INSPECTION SUMMARY Suspect Materials At your request, only the acoustical ceiling texture on concrete was sampled for this project. Asbestos Containing Materials (ACM) Greater than 1% • The acoustical ceiling texture on concrete contains 7% chrysotile asbestos. The followin table summarizes the sam le results of the materials collected for this ro'ect: Sample Material Description Sample Location Analytical Number Results 4506-0 l 4506-02 4506-03 ' = Multiple Layers Acoustical ceiling texture on concrete Top of stairwell 7% chrysotile Acoustical ceiling texture on concrete Top of stairwell 7% chrysotile Acoustical ceiling texture on concrete Top of stairwell 7% chrysotile Copies of analytical results are attached to this report for your reference. ND = None Detected Note: There may be additional suspect asbestos containing materials located under/behind building materials that were not sampled as part of this limited inspection. If additional suspect materials are discovered they should be presumed to be asbestos until sampling and analysis proves otherwise. CONCLUSIONS and RECOMMENDATIONS: Removal, in accordance with the Colorado Department of Public Health and Environment's (CDPHE) Regulation No. 8, is required of materials with an asbestos content of greater than one percent (1 %) by volume that are friable or will be made friable during renovation or demolition activities. Friable means that the material, when dry may be crumbled, pulverized, or reduced to powder by hand pressure. The one percent cut off is consistent with the definition of an Asbestos containing Material (ACM) under the asbestos National Emission Standards for Hazardous Air Pollutants (NESHAP). However, the OSHA standard has a definition for both "asbestos" and "asbestos-containing materials." The (OSHA) definition of asbestos does not have a one percent cut off, therefore, asbestos that is present in percentages less than one percent Foothills Environmental, [nc. 1320 Simms Street, Suite 102, Golden, CO 80401 (303) 232-2660 2 continues to be covered by the OSHA Construction Standard, 29 CFR 1926.1101. A work operation conducted in areas where the asbestos or asbestos product is below one percent is an "unclassified" operation. The employer still must follow the requirements in paragraphs (g)(1) [except (g)(1)(i)], (g)(2) and (g)(3) that describe engineering and work practice controls operation. Acoustical spray-on materials are classified as friable. These materials can be easily damaged due to their lightweight physical consistencies. Abrasive or disruptive actions such as drilling, and mounting of equipment, should not be employed due to the potential for the generation of airborne asbestos iibers. Alterations to or the removal of these materials requires adherence to all applicable local, state, and federal regulations concerning asbestos removal and disposal. LIMITATIONS This document is not intended to be used as a bid document for the removal, repair, encapsulation, enclosure, or Operations and Maintenance (O&M) of asbestos containing materials. Foothills Environmental, Inc. can prepare asbestos abatement specifications, scope of work, project design, and bid documents for this project at the client's request. This document describes the locations and conditions of ACM identified in the facility during the inspection. This report is limited to the scope of work identified in this report and should not be construed to represent anything outside the scope of work. This report should not be used as a bid document or Project Design as it does not include components of the design requirements set forth in Colorado Regulation No. 8, Section III.C.3 Please do not hesitate to contact me at (303) 232-2660 if you have any questions regarding this report. Best regards, `~��- � � Derek D'Avignon, Asbestos Inspector # 10177 Foothills Environmental, Inc. 1320 Simms Street, Suite 102, Golden, CO 80401 (303) 232-2660 3 �� . A�rxc>k�ic�lr�c:�y Lnk�c.�rxna��ry ASSdC1ATCS, IhiCORPORATED �s Certiticate of Analysis 13949 W. Colfax Ave • Suite 205 Lakewood, CO 80401 303232.3746 www.aerobioloav.net ClientName Foott�ills Environmental, [nc_ �� DateCollected: Ol/03/11 Street address 1320 Simrns St t.102 � Date Received: Ol/04/11 City, State ZIP Ciolden, CO 80401 Date Analyzed: Ol/04/i l Attn: Derel: U'Avignon NVLAP Lab Code 200860-o Date Reported: O1/OS/11 Client Project Name: �S 11003 Spruce Way Project ID: 110081 Job ID: Tesc Requesced: 3002, Asbestos in Bulk Samples Method: Polarized Light Microscopy / Dispersion Staining (PLM), Method for the Determination of Asbestos in Bulk Building Materials. EPA-600/R-93/116, July 1993. Homo- Non-Asbestos Non-Fibrous Matrix Sample Identification Layer Physical Description of Sample/Layer geneous Asbestos Detected Asbestos Percentage Fiber Material Material Client Lab Sam le Number Y� Percentage Percen e Percenta e Com osition 4506 110081-1 White Foamy Texture N 100% CHRY 7 93 C 4506 110081-2 PROGESSIVE 4506 110081-3 PROGESSIVE ,�'��'=�-,�; �',�.�.. — Fau�appe Laboratory Analyst 4 �% � �.,. _._....�___ �: ; - _ ._ _- -__. . i �� am ump reys Asbestos Laboratory Supervisor A= Amosite cl = cluartz r= renrce AC = Actinolite C= Carbonates B= Binder AN = Anthophyllite G= Gypsum D=Diatoms CHRY�hrysotile M = Mica CR = Crocidolite T = Tar TR = Tremolite NTR = Non-Asbestiform TR Trac�Less Than 1% NAC = Non-Asbestiform AC ND=None Detected Page 1 of 2 13949 W. Colfax Ave. Suite 205, Lakewood CO 80401, 303.232.3746 �� AFacabioloc�y Lahc�rra�<arty A.SS(;IC;IAT Fi,. INC.:(.)t21�OIt41�F1:) � � Foothills F.n��ronmeutal. lu� 1320 Simms St. #102 Golden, CO 80401 Derek D'Avignon Client Project Name: AS 1100. Spivice Way Certificate of Analysis <N c�� Q� NVLAP Lab Code 200860-0 13949 W. Colfax Ave Suite 205 Lakewood, CO 80401 303232.3746 wv✓v+.aerobiok�ov. net Date Collected: 01/03/11 Date Received: Ol/04/11 Date Analyzed: O1/04/11 Date Reported: Ol /OS/I 1 Project ID: 110081 Job ID General Notes • Negative indicates no asbestos was detected; the method detection limit is 1%. ♦ Trece or "<1" indicates asbestos was identified in the sample, but the concrntrarion 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 [he common name for the asbestiform variety of the minerals cummingtonite and grunterite. Crocidolite is the common name used for the asbestiform variety of the mineral reibekite. ♦ Tile, vinyl, Foam, plastic, and fine powder samples may contain asbesros fibers of such small diameter (< 0.25 microns in diameter) that these fibers cannot be dMected by PLM. For such samples, more sensitive analytical methods (e.g. TEM, SEM, and XRD) aze recommended if greater certainty about asbestos content is required. Semi-quantitative bulk TEM floor tile analysis is accepted under the NESHAPS regulations. • These results are submitted pursuant [o Aerobiology Laboratory Associates, Inc.'s current terms and conditions oF sale, including the company's standazd 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 [his report, Aerobiology Laboratory Associates, Inc. will store the samples for a minimum period of thirty (30) days before discarding. A shipping and handling chazge will be assessed for the return of any samples. Notes Reauired bv NVLAP ♦ This report must not be used by the client to claim product certification, approval, or endorsement by NVLAP, NIST, or any agency of the Federal Govemment. ♦ This rest report relates only to the items tested or calibrated. • This report is not valid unless it beazs the name of a NVLAP-approved signatory. • Any reproduction of this document must include the rntire document in order for the report to be valid. � 13949 W. Colfax Ave. Suite 205, Lakewood CO 80401, 303.2323746 , a . /, � � REI�STRUCTURAL STRUCTURAL CALCULATIONS FOR KLEID RESIDENCE STAIR TO LOFT REMODEL Ridgeview Sq. Townhouses #18 Vail, Colorado �p REG S�. �'� e��RF�' �� o m��: � c.y . �I 3 �• �, :�� v .��,�� • . � �� ; ..., ��,�: . ��)/1��A1 '�r .. . Prepared By: REISTRUCTURAL 1801 Broadway, Suite 250 Denver, CO 80202 303-575-9510 August 23, 2010 700 17th SL•eet : Suite 1500 j Denver, CO 80202 ;.-4 303.575.95Y0 ;_':� 303.575.9515 0150 East Beaver Creek Blvd. ; Unit 204A, PO Box 8009 € Avon, CO 81620 t-'; 970.748.0711 ,�': 570.748.0722 AGE � �p� �- �`�,' NI�D ��j �. � TY WALL T` SEPARATiON) 0 m . � i!; y � �"; : � 6��, R �� ` � < <P , , � • • ( � � � < � � , _ . _ , Q- 6�_8�� H AD HT. 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I ---� � "' -� �%' � � ,, • . : � Job no.: Sheet '�� ,. � �� /� � ; ,,%j ti� �� - I a � G�x�. � Date: m � � � Title : Job # Dsgnr: Date: 5:12PM, 16 AUG 10 Description : Scope : User KW-0602563, Ver5.8.0, 1SJun-2007 Steel Beam Design Page 1 �(c)1983-2007 ENERCALC Engineering Software kleid stair ec,wCalculations � Description Edge Beam 8 �enerai intormation Steel Section : C6X8.2 Center Span 12.00 ft Left Cant. 0.00 ft Right Cant 0.00 ft Lu : Unbraced Length 0.00 ft Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 rY 50.00 ksi Pinned-Pinned Load Duration Factor 1.00 Bm Wt. Added to Loads Elastic Modulus 29,0OO.Oksi LL 8� ST Act Together Distributed Loads Note! Short Term Loads Are WIND Loads. � #1 #2 #3 #4 #5 #6 #7 DL 0.260 0.183 0.100 �� LL ST Start Location 3.500 5.500 End Location 3.500 5.500 12.000 Using: C6X8.2 section, Span = 12.00ft, Fy = 50.Oksi End Fixity = Pinned-Pinned, Lu = O.00ft, LDF = 1.000 Actuai Allowable Moment 2.889 k-ft 11.962 k-ft fb : Bending Stress 7.970 ksi 33.000 ksi fb / Fb 0.242 : 1 Shear 1.231 k 24.000 k fv : Shear Stress 1.026 ksi 20.000 ksi fv / Fv 0.051 : 1 k/ft k/ft ft ft Beam OK Static Load Case Govems Stress Max. Deflection -0.195 in Length/DL Defl 736.8 : 1 Length/(DL+LL Defl) 736.8 : 1 ; Force � Stress Summary i «- These columns are Dead + Live Load placed as noted -» DL LL LL+ST LL LL+ST Maximum Onlv Center Center Cants Cants Max. M+ 2.89 k-ft 2.89 k-ft Max. M - k-ft Max. M @ Left k-ft Max. M @ Right k_� Shear @ Left 1.23 k 1.23 k Shear @ Right 0.79 k 0.79 k Center Defl. -0.195 �� -0.195 Left Cant Defl 0.000 in 0.000 Right Cant Defl 0.000 in 0.000 ...Query Defl @ 0.000 ft 0.000 Reaction @ Left 1.23 1.23 Reaction @ Rt 0.79 0.79 Fa calc'd per Eq. E2-1, K'Ur < Cc I Beam Passes Table B5.1, Fb per Eq. F1-1, Fb = 0.66 Fv 0.000 -0.195 0.000 0.000 0.000 0.000 0.000 0.000 1.23 0.79 0.000 0.000 in 0.000 0.000 in 0.000 0.000 in 0.000 0.000 in k k A ,�,0 E WALL PARATII / � 5 �o �� <- �"c�w��S � 9�tt2 DF� N6. 1 �- (!o F�2 Q �r O • c' • 36" HA PER PARTY OUR SI ��) �� ►'�i Z�cz ��c �• t � �G � r Forte MEMBER REPORT Level, (E) RoofJoist software 1 piece(s) 2 x 12 Douglas Fir-Larch No. 1@ 16" OC Overall Length: 12' 7' + 0 � 12 � _ 0� � �, 12' i.:.: n All Dimensions are Horizontal; Drawing is Conceptual Design Resuits Actuaf � Location Allowed Result LDF Member Reaction (ibs) 965 @ 2 1/2" 2231 Passed (43%) -- Shear (Ibs) 776 @ 1' 2 3/4" 2025 Passed (38%) 1.00 Moment (Ft-Ibs) 2837 @ 6' 3 1/2" 3032 Passed (94%) 1.00 Live Load Defl. (in) 0.217 @ 6' 3 1/2" 0.406 Passed (U672) -- Total Load Defl. (in) 0.250 @ 6' 3 12" 0.608 Passed (U584) -- u System : Roof Member Type : Joist Building Use : Residential Building Code : IBC Design Methodology : ASD Membe� Pitch: ON2 PASSED • uenecuon cn[ena: u(u3so) antl TL (v240). • Design results assume a fully braced condition where sheathing is properiy nailed to all compression edges at the top of the joist and that the compression edges at the bottom of the joist are properly braced to provide lateral stability. • Bracing (Lu): All compression edges (top and bottom) must be braced at 3' 2 7/8" o/c unless detailed othenvise. Proper attachment and positioning of lateral bracing is required to achieve member stability. • A 15% increase in the moment capacity has been added to account for repetitive member usage. • Dimension lumber analysis is in accordance with 2005 NDS methodology. Supports Total Availa6le Required Support Reactions (Ibs) Bearing Bearing Bearing Dead t Floor / Roof / Snow Accessories 1- Stud wall - Spruce Pine Fir 3.50" 3.50" 1.51" 126 / 839 / 0/ 0 Blocking 2- Stud wall - Spruce Pine Fir 3.50" 3.50" 1.51" 126 / 839 / 0/ 0 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Floor Roof L08dS Location Spacing Dead Live Live Snow Wind Seismic Comments (0.90) (1.00) (nonsnow:1.25) (1.15) (1.60) (1.60) 1- Uniform(PSF) 0 to 12' 7" 16" 15.0 100.0 0.0 0.0 0.0 0.0 Snow iLEVEL� Notes iLevel�warrants that the sizing of its products will be in accordance with iLevel� product design criteria and published design values. iLevel� e�ressly disclaims any other warranties related to the software. Refer to current iLevel� literature for installation detaits. (www.iLevel.com) Accessories (Rim Board, Blocking Panels and Squash Blocksj are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculatio� is compatible with the overall project iLevel� products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application, input design loads, dimensions and support information have been provided by Forte SoRware Operator ForteTM Software Operetor Jonathan Reid REI SVuctural (303) 575-9510 x 13 j reid@rei-structural.com Job Notes (Z� SUSTAINABLE FORESfRY INITIATIVE l 8126/2010 5:03:48 PM iLevelO ForteTM v1.3, Design Engine: V4.13.0.2 Kleid Stair.4te Page 1 of 1 � I�� FOit@ MEMBER REPORT Level, Roof.• Joisf ti+�.i�� software 1 piece(s) 2 x 6 Douglas Fir-Larch No. 2@ 24" OC Overall Length: 5' 7' + 0 � 12 0� �, 5' I n All Dimensions are Horizontal; Drawing is Conceptual ❑'� Design Results Actual @ Location Aliowed Result LDF Member Reaction (Ibs) 575 @ 3 1/2" 5625 Passed (10°/a) -- Shear (Ibs) 470 @ 9" 990 Passed (47%) 1.00 Moment (Ft-ibs) 719 @ 2' 9 1/2" 848 Passed (85%) 1.00 Live Load Defl. (in) 0.085 @ 2' 9 1/2" 0.167 Passed (L/710) -- Total Load Defl. (in) 0.097 @ 2' 9 1/2" 0.250 Passed (U617) -- System : Roof Member Type : Joist Buiiding Use : Residential Building Code : IBC Design Methodology : ASD Member Pitch: 0/12 PASSED • ueneaion cn[ena �� (u36o) antl TL (U240). • Design results assume a fully braced condition where sheathing is properly nailed to aIl compression edges at the top of the joist and that the compression edges at the bottom of the joist are properly braced to provide lateral stability. • Brecing (Lu): All compression edges (top and bottom) must be breced at 5' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achiere member stability. • A 15% increase in the moment capacity has been added to account for repetitive member usage. • Dimension lumber analysis is in accordance with 2005 NDS methodology. Supports Totai Bearing 1- 5 1/2" Beam - Spruce Pine Fir 3.50" 2- 5 1/2" Beam - Spruce Pine Fir 3.50" Connector: Simpson Strong-Tie Connectors Support 1 - Top Mount Hanger 2 - Top Mount Hanger Loads 1 - Uniform(PSF) Model Connector not found Connector not found Location Spacing Dead Available Bearing Hanger Hanger Top Nails N/A N/A Floor Roof Live Live 0 to 5' 7" � 24" � 15.0 � 100.0 � 0.0 Required Bearing Hanger Hanger Face Nails N/A N/A Snow (1.�5) 0.0 Support Reactions {Ibs) Accesso�ies Dead / Floor / Roof / Snow 84/558/0/0 None 84/558/0/0 None Member Nails Accessories N/A N/A Wind � Seismic I Comments �� iLEVEL� Notes iLevel� warrants that the sizing of its products will be in accordance with iLevel� product design criteria and published design values. iLevel� e�ressly disclaims any other warranties related to the software. Refer to current iLevel� literature for installation details. (www.iLevel.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project iLevel� products manufactured at Weyerhaeuser Tacilities are third-party certified to sustainable forestry standards. The product application, input design loads, dimensions and support information have been provided by Forte Software Ooerator ForteTM Software Operetor Job Notes Jonathan Reid REI SVuctural (303) 575-9510 x 13 jreid@rei-structural. com (Z� SUSTAINABLE FORESTRY INITIATIVE 1 8/26/2010 5:02:12 PM iLevelOO ForteT"' v1.3, Design Engine: V4.13.0.2 Kleid Stair.4te Page 1 of 1 . '�, � Forte MEMBER REPORT Level, Header "��Yr�iii software 1 piece(s) 1 3/4" x 11 1/4" 1.9E MicrollamO LVL Overall Length: 7' 7" ' + 0 � - �. *F, - 12 0� I. 7' i i❑ All Dimensions are Horizontal; Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Member Reaction (Ibs) 2434 @ 3 1/2" 7875 Passed (31%) -- Shear (Ibs) 1782 @ 1' 2 3/4" 3741 Passed (48%) 1.00 Moment (Ft-Ibs) 4260 @ 3' 9 1/2" 8069 Passed (53%) 1.00 Live Load Defl. (in) 0.105 @ 3' 9 12" 0.233 Passed (U802) -- Total Load Defl. (in) 0.121 @ 3' 9 1/2" 0.350 Passed (U692) -- ❑F� PASSED System : Roof Member Type : Flush Beam Building Use : Residential Building Code : IBC Design Methodology : ASD Member Pitch: ON2 • uenecuon cntena: �� u3so) and T� (�/240). • Design results assume a fully braced condition where all compression edges (top and bottom) are properly braced to provide lateral stabifity. • Bracing (Lu): All compression edges (top and bottom) must be braced at 7' o/c unless detailed othenvise. Proper attachment and positioning of lateral bracing is required to achieve member stability. Supports 1- 11 1/4" Beam - Spruce Pine Fir 2- 11 1/4" Beam - Spruce Pine Fir Total Availabie Required Bearing Bearing Bearing 3.50" Hanger Hanger 3.50" Hanger Hanger Support Reactions (Ibs) Dead / Floor / Roof / Snow 360/2275/0/0 360/2275/0/0 Accessories None None Connector: Simpson Strong-Tie Connectors Support Model Top Nails Face Nails Member Nails Accessories 1- Top Mount Hanger WPU1.81/11.25 3-16d common 4-16d common 6-10d x 1-1/2 2- Top Mount Hanger WPU1.81/11.25 3-16d common 4-16d common 6-10d x 1-1/2 Tributary Floor Roof Loads Location Width Dead Live Live Snow Wind Seismic Comments (D.90) (1.00) (non-snow:1.25) (1.15) (1.6D) (1.60) 1- Unrform(PLF) 0 to 7' 7" N/A 90.0 600.0 0.0 0.0 0.0 0.0 Snow ILEVEL� NOtBS � �. � , �� . �. � �� (Z� SUSTAINABLE FORESTFn' INITIATIVE l iLeoel� warrants that the sizing of its products will be in accordance with iLevel� product design criteria and published design values. iLevel� e�ressly disclaims any other warranties related to the software. Refer to current iLevel� Iiterature for installation details. (www.iLevel.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure fhat this calculation is compatible with the overall project iLevel� products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application, input design loads, dimensions and support information have been provided bv Forte Soflware Ooerator ForteTM Software Operdtor Job Notes Jonathan Reid REI SVuctural (303) 575-9510 x 13 j reid@rei-structural.com 8/26/2010 5:02:53 PM iLevelO ForteT"" v1.3, Design Engine: V4.13.0.2 Kleid Stair.4te Page 1 of 1 ��' � FOit@ MEMBER REPORT Level, Edge Beam -•+i�i� software 2 piece(s) 1 3/4" x 11 1/4" 1.9E Microllam0 LVL Overall Length: 12' 7' + 0 0 12 0� � 12 i.: � All Dimensions are Horizontal; Drawing is Conceptual ��.1 PASSED Design Results Actual @ Location Ailowed Result LDF System : Roof Member Reaction (Ibs) 2422 @ 2" 3347 Passed (72%) -- Member Type : Flush Beam Shear (Ibs) 2281 @ 1' 2 3/4" 7481 Passed (30%) 1.00 Building Use : Residential Moment (Ft-Ibs) 10718 @ 5' 3 1/2" 16137 Passed 66% 1.00 � � Building Code : IBC Live Load Defl. (in) 0.301 @ 6' 2 1/16" 0.408 Passed (U489) -- Design Methodology : ASD Total Load Defl. (in) 0.353 @ 6' 2 1/16" 0.613 Passed (U416) -- Member Pitch: 0/12 • Deflection criteria: LL (U360) and TL (L/240). • Design results assume a fully braced condition where all compression edges (top and bottom) are properly braced to provide lateral stability. • Bracing (Lu): All compression edges (top and bottom) must be braced at 12' 4 1/2" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. Supports Totat Available Required Support Reactions (Ibs) Bearing Bearing Bearing Dead I Floor / Roof / Snow 1- Stud wall - Spruce Pine Fir 3.50" 2.25" 1.63" 376 / 2058 / 0/ 0 2- Stud wall - Spruce Pine Fir 3.50" 2.25" 1.60" 372 / 2029 / 0/ 0 • Rim Board is assumed to carry all loads applied directly above it, bypassing the member being designed. Tributary LOadS Location Width 1- Uniform(PSF) 0 to 12' 7" 2- Uniform(PSF) 5' 3 1/2" to 12' �� 3- Point(Ib) 5' 3 1/2" � � N/A Floor Roof Dead Live Live (0.90} (1.00) (non-snow:7Z5) 15.0 100.0 0.0 15.0 100.0 0.0 315 2100 0 Snow Wind (1.15) (1.60) 0.0 0.0 0.0 0.0 0 p Accessories 1 1/4" Rim Board 1 1/4" Rim Board Seismic � Comments 0.0 Snow 0.0 Snow 0 iLEVEL� Notes iLevel� warrants that the sizing of its products will be in accordance with iLevel� product design criteria and published design values. iLevel� e�ressly disclaims any other warranties related to the software. Refer to current iLevel� literature for installation details. (www.iLevel.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this soflware is not intended to circumwent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project iLevel� products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator ForteT"' Software Operator Jonathan Reid REI Structural (303) 575-9510 x 13 j reid@rei-structural.com Job Notes (l� SUSTlUNABLE FORESTRY INITIATIVE l 8/26/2010 5:07:50 PM iLevelO ForteT"' v1.3, Design Engine: V4.13.0.2 Kleid Stair.4te Page 1 of 1 ��2 �. � 09-2G-2011 . _ r� r � .v , � � Inspection Request Re�orting • w /1 _ L . /1 Requested Inspect Date: Wednesday, September 21, 2011 Inspection Area: JRM Site Address: SOU HPELEVATIONV U�NIT 18 . Nage � A/PID Information Activity: B11-0004 Type: A-MF Sub Use: I�I BF Insp Area: jRM ED Const Type: Occupancy: Owner: KLEID, SUSAN M. Contractor: BLUEPRINT CONSTRUCTION LLC Phone: 970-333-1119 Architect: K.H. WEBB ARCHITECTS PC Phone: 970-477-2990 Description: ADD ONE SET OF STAIRS TO ACCESS LOFT AREA. ADD TWO NEW WINDOWS (SOUTH ELEVATION) Re uested In ction s �` Requested Time: 08:00 AM Ite�534 PLAN - FINAL C/O � Phone: 970-333-1119 -or- 970-333- R ques or: BLUEPRINT CONSTRUCTION LLC 1119 \ � Comments: 333-1119 Entered By: JMONDRAGON K Assigned To: BGIBSON Time Ex Action: p� Item: 90 BLDG-Final Requestor: BLUEPRINT CONSTRUCTION LLC Comments: 333-1119 Assigned To: J GON Time Exp: Action: Comment: lanning to s'ign offturned ends Item: 190 ELEC-Final Requestor: BLUEPRINT CONSTRUCTION LLC Comments: 333-111 Assigned To: AGON Time Exp: Action: Comment� e ne � ,�� Inspection Historv Item: 226 FIRE DEPT. NOTIFICATION Item: 10 BLDG-FOOTING Item: 20 BLDG-Foundation/Steel Item: 410 Special Inspect-progress rept Item: 190 ELEC-Final 09/14/11 Inspector: sgremmer Comment: Label panel �* A roved "" Item: 120 ELE��19��hlnspector: sgremmer Comment: ** A roved "" Item: 200 ME�C��19%11ghlnspector: sgremmer Comment: REPT131 Requested Time: 03:00 PM Phone: 970-333-1119 -or- 970-333- 1119 Entered By: JMONDRAGON K Requested Time: 02:30 PM Phone: 9�0-�333-1119 -or- 970-333- Entered By: JMONDRAGON K Action: DN DENIED Action: AP APPROVED Action: AP APPROVED Run Id: 13537