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Home My WebLink AboutB01-0183� '�ri �, Community Development Department 75 South Frontage Road Vail, Colorado USA 81657 CERTIFICATE OF OCCUPANCY This certificate is issued pursuant to the requirements of Title 10, Section 10-1-2, ADOP'I'ED CODES of the Vail Town Code certifying that, at the time of issuance, this structure was found to be substantially in compliance with the various ordinances of the town regulating building construction or use for the following: Name and description of project Sin�le Family Residence Address of project: 1290 Westhaven Circle Vail Colorado 81657 Owner name and address: Robert Buddv Lazier Tivoli Hotel, Vail, Colorado IBC Edition: 1997 UBC Occupancy Group(s): R3 Type(s) of Construction: VB Permit Number(s) B01-0183 Occupant Load: � Mar ' Haeberle, Building Official Sprinkler System Y/N Type: Y 13 11/16/10 Date TRANSMITTAL FORM Revision Submittals: 1. "Field SeY' 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 $55.00 per hour (2 hour minimum), and are due upon issuance. Permit #(s) information applies to: �� -��$� Project Street ddre: �� .` (Number) (Street) Building/Complex Name: Contact Information: Company: Attention: ( ) Revisions ',�`�� O Response t py orrection Letter attached co of correction letter ( Deferred Submittal � Other (Suite #) Company Address: �� Zr� i, �� 2x� L� City: V State: Zip: � � t Contact Name: � ��,� Contact Phone: E-Mail 'C � 1' L� ct � GO �✓�"'� Valuations (Labor & Material)) Building: Plumbing: Electrical: Mechanical: Tota I: $ � $ $ � Description / List of Changes: t� � �` � e� .,�—� � v"7� �-1 �> i in � �la�� o � J' j(use additional sheet if necessary) Date Received: �;i�� Q NM�„(_ OLOZ T 0 110N �� ' � � � 1-Sep-09 TOWN OF VAIL 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 OWNER NOTE: DEPARTMENT OF COMMUNITY DEVELOPMENT THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ADD/ALT SFR BUILD PERMIT Job Address: 1290 WESTHAVEN CR VAIL Location.....: 1290 WESTHAVEN CIRCLE Parcel No...: 210312403005 ProjectNo : �r� e�� "�--^ fi't�' LAZIER, ROBERT BUDDY 06/27/2001 386 HANSON RD VAIL CO 81657 License: CONTRACTOR LAZIER CONSTRUCTION P O BOX 1325 VAIL CO 81658 License: 105-A APPLICANT LAZIER CONSTRUCTION P O BOX 1325 VAIL CO 81658 License: 105-A 06/27/2001 06/27/2001 Permit #: BO1-0183 Status . . . : Applied . . : Issued . .. : Expires . ..: Phone: ISSUED 06/27/2001 07/25/2001 O 1/21/2002 Phone: 303-476-5610 Phone: 303-476-5610 Description: 2-250 sq ft additions for EHU in primary secondary residence Occupancy: R3/U1 Type Construction: V-N Valuation: $950,000.00 Add Sq Ft: 6201 Fireplace Information: Restricted: Y # of Gas Appliances: 2 # of Gas L,ogs: 2 # of Wood Pellet: 0 ***s**s**�**►�+***sssss***rs*****x*assa**ss*ts***********+**a***s**�s FF,E SLiMMARY ***s�***a�s**exat:�s**+xs**�ss��*s*s*r*►ssss*sssss**�s**r*�ra Building------= $4 , 14 0. 0 o Re�tuarant Plan Review--= $ o. 0 o Total Calculated Fees--> $8 ,164 .15 Plan Check---% $ 2, 6 91. 0 0 DRB Fee---------------------= $ 4 0 0. 0 0 Additional Fees----------> $12 5. 0 0 Investigation-% $ 0. o o Recreation Fee-------------> $ 93 0.15 Total Permit Fee-------= $ 8, 2 8 9.15 WillCall------> $3.00 Clean-upDeposit----------=> $0.00 Payments----------------=% $8,289.15 TOTAL FEES-------------== $8,164 .15 BALANCG DtiE-------% $0. 00 ***ssss»****r*a*******r:aas*sa**ss**s�aaa�r�s**s***sas�***�:��*******s�r►**:s**►***x***ss«**rs*ss*:eass�:«sas::ss***:******a***ss�r*►s*ss*ss:xs+e*�a*• Approvals: Item: 05100 BUILDING DEPARTMENT 07/24/2001 GRG Action: AP Item: 05400 PLANNING DEPARTMENT 07/02/2001 bgibson Action: AP Item: 05600 FIRE DEPARTMENT Item: 05500 PUBLIC WORKS 07/10/2001 LS Action: COND PUBLIC WAY PERMIT REQUIRED REVOCABLE RIGHT OF WAY PERMIT REQUIRED STAMPED APPROViD DR�IWING FROM LICENSE PE. FOR RETAINING WALL REQUIRED. ...:*:..►►.�►.*.*�..►..�....*s:**,��»,:....�,:��.*.�:.*.**:..�*****�:.**�*�**..**��*....**:*►�**.•**:*.:�►**.**.,:,:.*s*.*..�......****.*.*...sss.*:..* See page 2 of this Document for any conditions that may apply to this permit. DECLARATIONS I hereby acknowledge that I have read this application, 611ed out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, Uniform Building Code and other ordinances of the Town applicahle ere . REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADV CE Y LJ � 479-2138 OR AT DLiR OFFICE FROM 5:00 AM - 5 PM. Send Clean-up Deposit To: N/A (� _,_._ _ OR FOR HIMSELF AND OWNER ' � PAGE 2 ********************************************************************************************�*********** CONDITIONS OF APPROVAL Permit #: BO1-0183 as of 07-25-2001 Status: ISSUED ******************************************************************************************************** Permit Type: Applicant: Job Address Location Parcel No ADD/ALT SFR BUILD PERMIT LAZIER CONSTRUCTION 303-476-5610 1290 WESTHAVEN CR VAIL 1290 WE5THAVEN CIRCLE 210312403005 Description: 2-250 sq ft additions for EHU in primary secondary residence Applied: Issued: To Expire: 06/27/2001 07/25/2001 O 1/21/2002 ************************************************** Conditions******************************************** Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 16 (BLDG.): SMOKE DETECTORS ARE REQUIRED IN ALL BEDROOMS AND EVERY 5TORY AS PER SEC.310.6.1 OF THE 1997 UBC. Cond: 11 (PLAN): NO CRAWL SPACES SHALL HAVE A HEAD HEIGHT GREATER THAN 5 FEET AS MEASURED FROM THE SURFACE OF THE EARTH TO THE UNDERSIDE OF THE STRUCTURAL FLOOR MEMBERS OF THE FLOOR/CEILING ASSEMBLY ABOVE. Cond: CON0004900 Submit fire sprinkler shop drawings to Fire Dept. for review. Drawings must be approved before scheduling any rough inspections. ******************************************************************************************** TOWN OP VAIL, COLORADO Statement ******************************************************************************************** Statement Number: R000001148 Amount: $8,164.15 07/31/200108:18 AM Payment Method: Check Init: DF Notation: ----------------------------------------------------------------------------- Permit No: BO1-0183 Type: Parcel No: 210312403005 Site Address: 1290 WESTHAVEN CR VAIL Location: 1290 WESTHAVEN CIRCLE ADD/ALT SFR BUILD PERMIT Total Fees: $8,164.15 This Payment: $8,164.15 Total ALL Pmts: $8,164.15 Balance: $0.00 ******************************************************************************************** ACCOUNT ITEM LIST: Account Code BP 00100003111100 CL 00100003123000 DR 00100003112200 PF 00100003112300 RF 11100003112700 Description BUILDING PERMIT FEES CONTRACTOR LICENSES DESIGN REVIEW FEES PLAN CHECK FEES RECREATION FEES Current Pmts 4,140.00 125.00 400.00 2,691.00 808.15 ----------------------------------------------------------------------------- � ( ��, � � ��- u '` -"� ICATION WILL NOT BE ACCcPTED IF INCOMPLETE OR UN p � —°"�1 Project #• ��; � � ROUTED TO' Building Per im t# � � ! „ � 9 0-47 -2149 (Inspections) ;� ��r L � � ��`�C.� � � �G � � TOWNQFYI�I� T��t � G PE MIT APPLICATI�N Se ��t��e�i'�ure r r, '• 1 plumbing, mechanical, etc.' 75 S. Frontage Rd. ,�.,_.�.�.__....e.____..�.__,._,__.�.�._ Vaii, Colorado 816�7 General Concractor: Lazier Construction Contractor Signature: CflMPLET� V � BUILDING: $ 800, 0�0. 00 PLUMBING: $ 65, 000. 00 For Parc�! # Contact Ea / — Parcet # (apPiication witi-;�ot� a Job Name: Buddy & Kar �egal uesr:ription �� .ot: Biiady-�&��Kara Lazier Arc i e�t/Designer: Wi �iam Rezlock AIA CONTRACTOR INFORMATION Town of Vail Reg. No.: Contact and Phone #'s: �5-A Roi�e�t �aaie� 4�6-�6i0 �----� Buaav & Kara Lazier 476 IATiON flR LDING PERMIT Labor & Materials ] ELECTRICAL: $ 50, 000. 00 OTHER: $ ] MECHANICAL: $ 35, 000. 00 TOTAL: � 950, 000. 00 s ors 2 at 970-328-8640 or visit www, ea le- � itho�i p number� � t C; ��-�f � j vU � r Res' ` lo • iling: ] e son R Add�e�s E . t Job Address: j 7_90 Westhaven Circle lace 'Bo'yl`e" Er.gine�ring �"`i4�' Mea w Dri i� Detailed description of work: Building reseidence for dy & � zier Subdivision: Phone476-888 Phone: 303-773-8694 Phone476-217 �i7 Work Class: New (X ) Addition () Remode"i'( ) Repa��) Demo () Other () Work Type: Interior () Exterior () Both {) Does an EHU exist at this location: Yes () No () Type of Bldg.: Single-family ( � Two-family ( ) _ Multi-family ( ) Commercial ( ) Restaurant ( ) Other ( ) No. of Existing Dwelling Units in this building: one No. of Accommodation Units in this building: No/Type of Fireplaces Existinq: Gas Appliances No/Type of Fireplaces Proposed: Gas Appliances Does a Fire Alarm Exist: Yes () No () Gas Logs () Wood/Pellet () Wood Burning () Gas Logs O Wood/Pellet O Wood Burning (NOT ALLOWEDI —� Does a Fire Sprinkier System Exist: Yes () No () X :]FX:C)CX�:X:F:F:f;E�C1FX:E]CX]CY�CTC]FS:CX:C:C:C�]C;ftC:C::TYF�R OF�FICE US� ONLYY�'.:C:F][]C:Y%:FXXY:f:FX:G]tX:C;::C:EX.F]C]C:F�C]f:F;F:F:L:CX*:C)C � .-.... d.� siv2A % '.� j � `v' �,•�' �(S.l�i. ..�•S Other Fees: Type of Construction: � A �� •� �' � 3 DRS Fees Occu an Grou : Planner Si n-aff: � Pubiic Wav Permii Fee: � i Date Rec��ved: � � �, �UN 1 4�� F• f ---�-- ./everyone/ o s/bl I j , �� TOV-COIVI.DEV. r�.. � r -�� Questions? Call the Buiiding Team at 479-2325 ��:� : � .� n 1 , -� t� � ' -.'. � . Y� � Bui/dinq Permit Submitta/ Check/ist TOL�b':�' C�F l�,�IL Department of Community Development Project Name: Buddy & Kara Lazier Residence Project Address: 1290 Westhaven Circle ✓ This Check/ist must be comp/eted before a Bui/ding Permit app/ication is accepted. � �fl pages of application is complete a�as DRB approval obtained (if required) Provide a copy of approval form �/� Condominium Association letter of approval attached if project is a Multi-Family complex [a�'Complete site plan submitted �/�-❑ Public Way Permit application inciuded if appiicable (refer to Public Works checklist) ❑ Staging plan included (refer to Pub(ic Works checklist) No dumpster,parkin4 or material storage allowed on roadways and shoulders without written approval �✓� Asbestos test and results submitted if demolition is occurring � Architect stamp and signature (All Commerciai and Multi family) �ull floor plans including buifding sections and elevations(4 sets of plans for Multi-Family and Commercial) ❑ Window and door schedule ¢�Full structural plans, incfuding design criteria (ie.loads) ❑ Structural Engineer stamp and signature on structural plans (All Commercial and Multi Family) B-�e- Soils Report must be submitted prior to footing inspection o Fire resistive assemblies specified and penetrations indicated �Smoke detectors shown on plans � Types and quantity of Applicant's Signature: � F: /everyone/forms/ bl d perm 2 Date of submittal: Received By: � . . . .i T�DWN PUBLIC WORKS AND THE PUBLIC WAY PfRMIT PROCESS How it relates to Buildin ; Permits: � Fill out the attached check list with the Buildinq Permit Application. If yes was answered to any of the questions then a"Public Way" permit is required. You can pick up an application at either Community Development, located at 75 South Frontage Road or Public Works, located at 1309 Eikhorn Drive. : Notice sign-offs for utility companies. ALL utiiities must field verify (locate) respective utilities prior to signing application. Some utility companies require up to 48 hours notice to schedule a locate. y A construction traffic control/staging plan must be prepared on a separate sheet of paper. An approved site plan may also be used. This plan wiil show locations of ali traffic control devices (signs, cones, etc.) and the work zone, (area of construction, staging, etc.). This plan will expire on November 1st and wiil need to be resubmitted for consideration for approval through the winter. Be aware that your resubmission for winter may be denied depending on the location of construction. > Sketch of work being performed must be submitted indicating dimensions (length, width and depth of work). This may be drawn on the traffic control plan or a site plan for the job. % Submit completed application to the Public Work's office for review. If required, locates wiil be scheduled for the Town of Vail electricians and irrigation crew. The locates take piace in the morning, but may require up to 48 hours to perform. > The Public Work's Construction Inspector wiil review the application and approve or deny the permit. You will be contacted as to the status and any requirements that may be needed. Most permits are released within 48 hours of being received, but please ailow up fio one (1) week to process. � As soon as the permit is approved, the Buiiding Department will be notified, allowing the "8uilding Permit" to be released. Please do not confuse the "Public Way Permit" with a "Building Permit". :- NOTE: The above process is for work in a public way ONLY. Public Way Permits are valid only until November 15th. A new Public Way Permit is required each year if work is not complete. Re-application eact� November 15th does not mean��a utqmatic,tLi�wa I. I have r ad �und�rsta�id the above. �_��_�'� J � i 'ture Date Signed F �WN WHEN A"PUBLIC WAY PERMIT" IS REQUIRED PLEASE READ AND CHECK OFF EACH OF THE FOLLOWING QUESTIONS REGARDING THE NEED FOR A "PUBLIC WAY PERMIT": ❑ Is this a new residence? YES � NO ❑ Does demolition work being performed require the.•y�e of the Right-of-Way, easements or public property? YES NO n ❑ Is any utility work needed? YES NO ❑ Is the driveway being repaved? YES NO ❑ Is a differenC access needed to the site other than the existing driveway? YES NO ❑ Is any drainage work being done that affects the Right-of-Way, easements, or public property? YES NO _-k' ❑ Is a"Revocable Right-of-Way Permit" required? YES NO ❑ Is the Right-of-Way, easements or public property to be used for staging, parking or fencing? YES NO If answer is NO, is a parking, staging or fencing plan required by Public Works? YES NO If you answered YES to any of these questions, a"Public Way Permit" must be obtained. "Public Way Permit" applications may be obtained at the Public Work's office or at Community Development (a sample is attached). If you have any questions please call Leonard Sandoval in Public Works at 479-Z198. I HAV R D 1 ` ERED,,,�tL THE ABOVE QUESTIONS. �' . �—' .. /; / /' �-- r Lazier Construction Company Name Job or PrOject Na�-��Y & Kara Lazier Residence Date Signed: F: /everyone/forms/bld perm4 :a � � � MATERIAL STORAGE AND CONSTRUCTION PARKING Please read and check off each of the items below. (Copies of complete text are available upon request) CODE 5-2-10: DEPOSITS ON PUB.LIC WAYS PROHIBITED a Unlawful deposits: Subject to subsection C thereof, it is unlawful for any person to litter, track or deposit, or cause to be littered, tracked or deposited, sand, gravel, rocks, mud, dirt, snow, ice, or any other debris or material upon any street, sidewalk, alley or public place, or any portion thereof. ❑ Notice; Abatement: The Director of Public Works may notify and require any person who violates or causes another to violate the provision of subsection A hereof, or who has in the Director's employment a person who violates or causes another to violate the same, top remove such sand, gravel, rocks, mud, dirt, snow, ice or any other debris or material within twenty four (24) hours after receipt of said notice by the Director of Public Works. In the event the person so notified does not comply with the notice within the period of time herein specified, the Director of Public Works, or other authorized agent, may cause any such sand, gravel, rocks, mud, dirt, snow, ice, debris or any other material to be removed from any street or alley at the expense of the notified. ❑ Summons and Penalty: As an alternative to the notice for removal provided in subsection B above, any person who violates or causes another to violate the same, may be issued a summons to appear before the Municipal Court of the Town for said violations, and upon being found guilty of a violation hereunder be punished as provided in Section 1-4-1 of this code. o Notice and Penalty: It is unlawful for any person to fail or refuse to comply with the notice of the Director of Public Works as provided in subsection B hereof, and any such person shalf, in addition to payment of the expense of removal incurred by the Director of Public Works, as provided in subsection B hereof, upon being found guilty of a violation hereunder, be punishable as provided in Section 1-4-1 of this Code. (1997 Code: Ordinance 6(1979}. CODES 7-3A-1 AND 7-3A-3: PARKING OBSTRUCTING TRAFFIC & IMPOUNDMENT AUTHORIZEi� ❑ No person shall park any vehicle upon a street or at any other place within this Municipality in such a manner or under such conditions as to interfere with the free movement of vehicular traffic or proper street or highway maintenance. (Ord. 2(1968) § 1) ❑ Whenever any police officer finds a vehicle attended or unattended, standing upon any portion of a street or upon any place within this Municipality in such a manner as to constitute a violation of any section of this Article, or left unattended for a period of twenty four (24) hours or more and presumed to be abandoned under the conditions prescribed by Colorado Revised Statutes section 42-4-1102, as amended, the officer shall require the vehicle to be removed or cause it to be removed and placed in storage in the nearest garage or other place of safety designated or maintained by this Municipality, and the charges for towing and storage of such vehicle shall be charged to the owner of the vehicte in addition to a ten dollar ($10) impoundment charge. (Ord. 2(1968) § 3: Ord. 28(1981) § 1) I have read and wiil comply with the above code provisions: Robe�'t�'. /Lazi�r _ ri Na Position or Relationship to Project: General Contract�ir Date Signed: � " � �Z. � (f1' � F:/everyone/forms/bl dperm 7 �n T�W� nF Y�I� .� _ _ DRAINAGE AND CULVFRT INSPECTIONS ARE RE�OUIRED BY PUBLIC WORKS� Please read and check off each of the items below: ❑ The Town of Vail Building Department has developed the following procedures to ensure that new construction sites have adequately established proper drainage from building sites along and adjacent to Town of Vail roads or streets. ❑ The Town of Vail Public Works Department will be required to inspect and approve drainage adjacent to Town of Vail roads or streets and the installation of temporary or permanent culverts at access points from the road or street onto the construction site. Such approval must be obtained prior to any requests for inspection by the Town of Vail Building Department for footings, temporary electrical or any other inspection. Please call Leonard Sandoval at 479-2198 to request an inspection from the Public Works Department. Allow a minimum of 24 hour notice. ❑ Also, the Town of Vail Public Works Department will be approving all final drainage and culvert installation with resulting road patching as necessary. Such approval must be obtained prior to any Final Certificate of OccupancX issuance. Agreed to by: Project Name: Date Signed: F:/everyone/forms/bldperm6 �a �C� �� ( IJun. 26 2001 9:15RM William F Reslock Archite 3037738694 Y TOWN OF VAILI'y � Department of Community Development 75 South Frontage Rorrd Yail, Colorado 81657 970-479-2138 FAK 97Q-479-2452 www. ci. vail. co. us May 24, 2001 William Reslock 7333-�: �ostiila place _. ._ Englewood, CO 80112 RE: Lazier Residence — Proposed New Residence and EHiJ (1290 Westhaven C'vcle / Lo[ 26, Glen Lyon 5ubdivision) Dear Bill, At lheir May 16, 20Q1 meeting, the Design Review Board consent approved the proposed Lazier single-family residence and EHiJ located at 1290 Westhaven Circle with the following conditions: 1. No outside comer material changes are allowed. 2. Add 10 aspen trees, 6 to 8 feet in height, in the area between the house and driveway. All of these conditions mast be addressed to staff's satisfaction prior to the issuance of the Design Review Board approval fortn. Please submit re�-ised plans addressing these canditions to my attenrion at the Community I?evelopment Department. If you have any questions or comments, please feel free to call me at (970) 479-2173. Sincerely, ��= � � �%.� Bill Gibson Planner I Town of Vail �� RECYCLEDPAPF.R p.l ❑ boyle engineering, inc. �143 e. meadow dnve s� �crossroads shopping cei vail, colorado 81657 • 970g/4c76 2170 � £ �",: �.4° A a� �,'�� .� °� � �� P�p REG/StF B L, A�21 �`��... ��° !��E � . oQ� ��,�c",��'• `�� = - � ��,'� �a S T NO. OF � � � •1. <i �V`"�L 6'�% :� `� � �.:,7 :� 149� m: Q� ULATED BY DATE m�r • •��• BY DATE . . . . a , } .�. a,� �:. , . . � � '�. . � �. ;> � ��. . ��. � . ,;, s `��.�,5 �� I i Y•2 � _� `�� L.�i°� L.l�'°l.�`� ' �� ,� ��° �1 � � # ' �� --�� `�"` ,I,.�t-�� i% � d-�I � ��" �'=r ��r� i� �:t—�.� << _ �� , ,.,-----� —�� -� � �. �'�- ; _ _ %- _ --�—Q � ��.. �.�� : .....� __� ; .� . �,.�.�..�.._. 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Q� v t'� a..`.? ;. i��' a� � . , ' Q � °u 5 ,,a°J, � �^ ; � � w a a y �_: ',., -- ��'�!"��V�� ,I, 0 0 ,Q7 ° � ° on �' C ro �� c � �� °�a= 'i h "Fj �� p pp C ty � v' V U Giq � :v, .� v� � ro �] ��'3 t° o> o o� a.° r: C "� V O � � � � � R y � � � � � � H, ",� � y n. o �> c � J �' C w `� � N.�.� . _ r Q � O� O•� '_ y�+ w�U F" � ' N ,.0 q � 'r W r. � k^ G 6eJ O.9 � fJ'. 0 y� N LAZIER RESIDENCE LOt 26, CsLEN LYON SUBDIv1510N vAIL, GOLORADO ��1"t0._-- �..�.. 42 ,5` Up \ U -+-'S � ,� p REGiS� • o�P� �cH ''•j�9 O�. .'� � AF< � ��O . �, . � o. .� . :� ��9gg m: � . . �� F �'• ....••' Fss/0 N A�- �. � � � �, � r �T"',.'•_.- ---�--- �' -_"� % � �`� ,, '. A� 5�3 P��R-t� L!t\1� t3 / DATE� � 4-7-03 boyls sr�I�ssrlr�, Inc. O 1�3 d. meadow dr. 8►dEET •gK_y eros�road� shopptng csntsr O vetl, colorado 8I651 BGALE� V4"•I 9'1m/4'16-Yl�m 4�6-4383 fax STONE GP�P STONE VENEER �" EXPANSION Mf�TERI�L #4 � 12" O.G. EAGH iN�Y � d- �`, . , y � � .�_�... srait�s 4° �RAVEL-�� EXISTING FOOTING 18 � #4 � 8" O.G. I� #4 � 24" O.G. - GMU WALL GROUT SOLID 4" � 4" �� ( � I � GMU ALTERNATE ��azi�R �sioENCE LOt 26, C�LEN LYON SUBDIviSION vAIL, GOLORADO 2 �� w � Q > � BOND BEAM w/ 2 #4 GONT. #6 OR #10 DUR-O-WALL EVERY SEGOND GOURSE DRILL d EPDXY GROUT #4 x z4" DOWELS � 24" O.G. QP�p RE 6IS jF9 � op��{ �jAGHqFI �� 'G v ;ti O: /�C� 149�m• :� mii � :�� e. r �sSlO N a�. � DATE: ❑ 4-3-m3 boyis englneerittg, Ine. � 143 e. meadow dr. ��T ��"3 uossroads shopping cenler O veil, eolorado 81651 ��E° 91m/4�6-21�0 4�6-4383 fax NO BGALE EXISTING FOOTI �SING B?�RS :AL �� 12 I 12 O.G. 12 ��I �I � � LAZIER RESIDENCE LOT 26, CxLEN LYON SUBDIvISION vAiL, GOLOR4D0 �Ppp RE��s� O�� .•M1CHq��,F��. . . .� p C� •'r � •h O: • ;F. �4i65 m' � ., ., - �5�0 N A1. �-� DATE: 4-2-03 � boyle anglneering, inc. � Id3 e. meadow dr. BNEET •o�_� crossroads shopp�ng center Q vali, colorado 8165� ��-E' 9�0/41b-21�0 4�6-d383 Fax NO 8C.4LE STONE GAP STONE VENEER #4 � 6" O.G. Ef�GH WAY - � � � � . STRUGTURAL STAIRS EXISTING FOOTING #4 � 8" O.G �� 18 � #4 � S O.G. 12 GMU WALL -- GROUT SOL I D 4" 4" � �� I �I � � GMU ALTERNATE N w � > � BOND BEAM w/ 2 #4 GONT. #6 OR #10 DUR-O-WALL EVERY SEGOND GOURSE DRILL � EPDXY GROUT #4 x 28" DOWELS � 8" O.G. p��'��sj�9 �. :'e� Fc •.�`'o o . -+ m. c,, :��' o: :� 14965 m: x�. , �l ..`� f••.�.J..-i � .i1 � �� Q�. �. � DATE� LAZIER RESIDENCE 4-3-03 boyle engl�earing, �ne. 143 s. meadow dr. LOt 26, C�LEN LYON SUBDIVISION ��T ��"°� O erossroads st�oppvig cer�.er �/A�L, GOLORADO � 9'10/4�6 � 1�0 4,�6,4383 Fax BGALE: NO SGALE ❑ RECEIVE� boyle engineering, inc. D143 e. meadow drive suite ?�� ^1{��P1� �crossroads shopping cenler �'g��'➢ vall. colorado 81657 970/47�2170 JOB � /'"� � I C1 f-� �G� � � �� F �-%`� SHEET NO. � � � OF CALCULATED BY �� f"a% pATE � _( � � .a^ CHECKED BY SCALE DATE t' _ - - _ ._ . , Y"� . �'; �. °�� '�� ! ! � ' �� :. .�� : , ; ' ; � ,T.� ��.�" ,j�f l �� ; %�� "�' �-I P�l _ '_ . �� =t LLe�' 1� ��1...�=;� _ _ _ ' _ , _ � _ __ �� s � � � � �'�- ; . _ _ ;; ��- ' _ __ ...��.:..:.....�... , -��--� � �-� � l �iAi �-�j � .. c p ,..,.._..�._...a...,...._. � o �,,�f� a w.,,, �' � � `� ' �/°cLi.� _ � �� -�-� .i�" ___ ¢ c.. � : fs : _ . _ _ _. �.. L � � � �" I �_�� ' ...�._....�..._...W�.�,..�.��.�-W.�.�,�.,�...�.m..�. , _ ; i ' ' , ;_ ; _ ' � , _ __ 1 __ f '� � � �j/�,, , �.- �f��-^/fj� ,,/ ,...... .: . : : ._. ..... ._.r��,,._..f'°'l"�� _..f:M �� I^".�./�` :� :�.... _. _ � ��'�- . a��.�..�� _ 6 ', � ' _ � 4i �� c� I�� I� �� _ , � � ` �c�� .. ��.. _ .__ � __ , , � " � �� : , ...�,;�. ..�a ,:, , �..;. . ��.w.�. .,�.wM,��...,�.,: ; , ;_ � i� �� `' ; � �c _ � --. _—�.�►_._._�___ __.� j z P�p REG/,�TF : : , � ..,.., � �j � � .••��cHqF <. F ( , ��:�� o�:° �. .� �� z ��r��. ��-�-�s . �. : :� 1 5 m: , , . ,. , _ . . . - y� k �...._.. . _ . . . , _ .... . . .. . • f �1.� %'ti ( • n �, i �' � . � . . r_ . ___... _... . .: : . __ .. . _.... : . _. .. : : . �� \V� , '.. � . � � . �. : SSIQ N A�- E.�� _ , _ , , � � �.�.-�... ,�, �. .,� _ � G� �� 1��..1.� �--....�� ...- � �1 �� '� � _ _ —.,..:..._...�..�.,.....�.�.�.�.�,��.�w..�.�.��,w�.�..________—_� __.�.�.,� __.W TowN or- va1L� .o� 42 ti�est Meadorv Drive Vail )%ire 8r Emergency �Servic��s ` Vai/, Colorado 81657 970-479-22.s 0 � FA,.� T�3ANSMITTAL SHEET Fp�X NUI�IDER 970 479-2176 - RESTI2ICTED USE - FOR Ai)DRE3SEE ONLY FOFt GENERAL USE - UNRESTRICTED DI3TRIBUTION DATE : i't' - Z ,3 ° G' �� To: Gt�c ��-` 1��2�ST�K ' � �� _ S7Aj� � /26 �/1-a 1-v�GT�D� FAx #�� 3- Z�" �' jC 3 G PHONE 3 03 - ZY S— 3 4� � FROM: �/, /'. /��:, �.,a PA ✓ �,a F 11 �-' /�f�V� N T!o rJ �NS� �'CLT O� ifv� « � �� ,- � �,�v �--�'�t S'�.e�, � �- s RE: �j r6-a �'si i�� ✓erS NUMBER OF PAGES NOT INCLUDING COVER SHEET 8 / RESPONSE REQUIRED: ��YES _ NO _ AT YOUR DISCRETION NOTES: �i�� /'Z'�' L�7G �r�. `r7 7 - 3 yi G.. , T OWN Vail Fire & Emergency Services (970) 479-2250 42 West Meadow Drive Vail, Colorado 81657 June 21, 2004 Mike Krzastek All State Fire Protection 6045 E. 76t�' Avenue, # 12 Commerce City, CO 80022 Re: L�zier residence We have reviewed the plarts subrrtitted for the Lazier residence, dated 06/16/04. We have made tlze following observations and comments: 1. Data sheet submitted for Tyco TY2596 is outdatetl. � 2. Dat� sheet submitted for Tyco TY3532 is outdatetl. 3. Tolco Fig. 200 "Trimline"Adjustable Band Hanger is not listed for copper tubing. 4. Test and Drain Model 1000 test orifice size must be specified in cnlculations ancl on plans. S. Check valve position must be specified on plar�s. 6. Type of tamper switches on Ames Mode/ 2000 B Double Check Assembly must be specified. 7. Strength of concrete for Hilti 3/8-inch HDI-P concrete anchor must be specifiecl. 8. Legend is unclear ort hydraulic calculatio�zs. 9. Ceiling construction artd slope are not s{iown on plans. 10. Full height cross section on plans is inaclequate. 11. Elevation of test laydrant is not indicated on plans or in calculations. 12. No frre pump data slzeet is included with subrrti�ttal. 13. Water souree information is not derated. 14. Show the 7psi friction loss due to placement of backflow prevertter. IS. Review of plans was terminated due to insufficient data. 16. NFPA 13R (2002) shall be adhered to in the Town of Vail. J.R. Rulapaugh Fire Prevention Inspector Boyle Engineering, Inc. 143 E. Meadow Drive, Suite 390 Vail, Colorado 81b57 3031476-21T0 FAX 303l47b-4383 Novembet I8, 2004 � � 1 O '['!OWN OF VAIL BUILDING DEPT. Att: Greg Denckla 75 S. Fron#age Road West Vail, CoMracfo 81657 $ubject: Lazier Residence Vail, Colorado Dear Greg: This is ta confum that I have reviewed ihe refrarning of the bedroam roof dormer at � 1� above noted resid�nce. ' Chis dormer has been frarned from Z x g Taffers. I apprave of this revision as framcd- Please give me a call if yo j�; . . ��..� �y iA�C�F�� r*'� a:..,.�.el....rvrlle V _ 3 Pres d M. oyle, P. .��a;��ii••{lacs� or coriut�ents on this matter. 4 , ::h �e .. .y:�.:..c,'; ;' Boyle Engineering, Inc. 143 E. Meadow Drive, Suite 390 Vail, Colorado 81657 303/476-2170 FAX 303/476-4383 November 3, 2004 TOWN OF VAIL BUILDING DEPT. Att: Greg Denckla 75 S. Frontage Road West Vail, Colorado 81657 Subject: Lazier Residence Vail, Colorado Dear Greg: � _ �3 � � This is to confirm three specific framing items that I have reviewed and approved on the above noted residence. The first item is the floor framing bearing situation in the crawl space under the kitchen. A cripple wall has been installed from the footing up to the floor joists in this area in lieu of the ledger bearing condition originally specified for this location. I approve of this modification to the floor framing. The second item is the header over door 21 at Study 302. This header is made up of three 2 x 8's supported by single 2 x 6 trimmers at both ends. I approve of this header substitution. Finally, one truss has been cut in the roof framing over Bedroom 403. A 1'/4 x 11 7/8 LVL rafter has been added to this area in lieu of the cut truss. I approve of this modification to the roof framing. Please give me a Timothy President �a ' y questions or comments on these items. E c��'',ni ciy'C/`r1c�' N �'.��'Fl �F! ��_� �• - �� . ;� ..,. ••'� �li.._ . 1 � �y .t � �� Town of Vail, Colorado Building Safety & Inspection Services 75 South Frontage Road Vail, Colorado 81657 (970) 479-2321 FAX (970) 479-2452 Plan analysis based on the 1997 Uniform Building Code Project Number: BO1-0183 Project Name: Lazier Residence Address: 1290 Westhaven Circle Date: July 24, 2001 Contractor: Lazier Construction Occupancy: R3,U1 Architect: William F. Reslock Construction: V-N Engineer: Tim Boyle Report By: Gary Goodell NOTE: The code items listed in this report are not intended to be a complete listing of all possible code requirements in the 1997 UBC. It is a guide to selected sections of the code. Report created using Plan Analyst software by b w& a. (719) 599-5622 Portions of the material contained in this program are reproduced from the Uniform Building Code with the permission of the International Conference of Building Officials. DIRECTION BOUNDARY NORTH Public way EAST Property line SOUTH Property line WEST Property line SEPARATION AREA INCREASE 80.5 Feet 23.0 Feet 116.0 Feet 15.0 Feet FIRE PROTECTION 50.5 Feet 23.0 Feet 116.0 Feet 15.0 Feet •1 Page # 2 Code review for: Project Id.: Lazier Residence Address: 1290 Westhaven Circle EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION Table 5-A NORTH For Occupancy R3 U1 EAST For Occupancy R3 Ul SOUTH For Occupancy R3 U1 WEST For Occupancy R3 Ul Bearing Wall 0 hour 0 hour Bearing Wall 0 hour 0 hour Bearing Wall 0 hour 0 hour Bearing Wall 0 hour 0 hour Non-Bearing Wall 0 hour 0 hour Non-Bearing Wall 0 hour 0 hour Non-Bearing Wall 0 hour 0 hour Non-Bearing Wall 0 hour 0 hour Opening Protection None None Opening Protection None None Opening Protection None None Opening Protection None None Construction Parapet Material Required Any No Any No Construction Parapet Material Required Any No Any No Construction Parapet Material Required Any No Any No Construction Parapet Material Required Any No Any No None -- No fire protection requirements for openings. 3/4 hour -- Openings are to be protected with 3/4 hr fire assemblies. 50o of the area of the wall maximum. -- Table 5-A, Footnote 5 & Sec. 503.2.2 Maximum single window size is 84 sq.ft. with no dimension greater than 12 feet. -- Sec. 713.8 Not Allowed -- Openings are not permitted in this wall. l � •� Page # 3 Code review for: Project Id.: Lazier Residence Address: 1290 Westhaven Circle FL NAME AREA MIN.LIGHT MIN.VENT NO.EXITS EGRESS ------------------------------------------------------------------------ 3 Hallway 402 152 .0 .0 1 No 3 Bedroom 1 403 327 32.7 16.35 1 Yes 3 Closet 404 25 .0 .0 1 No 3 Dressing 405 52 .0 .0 1 No 3 Bathroom 406 46 .0 2.3 1 No 3 Bedroom #2 407 180 18.0 9.0 1 Yes 3 Bedroom #3 408 185 18.5 9.25 1 Yes 3 Bathroom 409 60 .0 3.0 1 No 3 Closet 410 76 .0 .0 1 No 3 Closet 411 76 .0 .0 1 No 3 Bathroom 412 91 .0 4.55 1 No 3 Shower 413 24 .0 1.5 1 No 3 Bathroom 414 110 .0 5.5 1 No 3 Hallway 415 76 .0 .0 1 No 3 Master bedroom 495 49.5 24.75 1 Yes TOTAL FOR FLOOR 1975 2 2 Living/Dining 301 1039 103.9 51.95 1 No 2 Study 302 246 24.6 12.3 1 No 2 Closet 303 22 .0 .0 1 No 2 Mechanical 304 34 .0 .0 1 No 2 Laundry 305 70 .0 3.5 1 No 2 Closet 306 30 .0 .0 1 No 2 Powder Room 307 29 .0 1.5 1 No 2 Hallway 308 98 .0 .0 1 No 2 Pantry 309 22 .0 .0 1 No 2 Kitchen 310 351 .0 17.55 1 No 2 Play Room 311 212 21.2 10.6 1 No 2 Office 312 154 15.4 7.7 1 No TOTAL FOR FLOOR 2307 1 1 Entry/Stairs 201 157 15.7 7.85 1 No 1 Hall 202 96 10.0 5.0 1 No 1 Hall 203 59 10.0 5.0 1 No 1 Exercise 204 606 60.6 30.3 1 No 1 Bedroom 205 208 20.8 10.4 1 No 1 Dressing 206 60 10.0 5.0 1 No 1 Bath 207 51 10.0 5.0 1 No 1 Living/Dining 208 226 22.6 11.3 1 No 1 Bedroom 209 100 10.0 5.0 1 Yes 1 Bathroom 210 44 .0 2.2 1 No 1 Closet 211 30 .0 .0 1 No 1 Kitchen 212 65 .0 3.25 1 No 1 Mechanical 213 124 .0 .0 1 No TOTAL FOR FLOOR 1826 1 B Garage 101 589 .0 .0 1 No B Garage 102 622 .0 .0 1 No B Emp. Garage 103 260 .0 .0 1 No B Elevator Shaft 54 .0 .0 1 No T�'ZAL FOR FLOOR 1525 1 Yes BUILDING TOTAL 6108 2 Page # 4 Code review for: Project Id.: Lazier Residence Address: 1290 Westhaven Circle FOOTNOTES: 1) EGRESS - An operable window or door that opens directly to the exterior is required from this room. The minimum clear openable area must meet the foTlowing. -- Sec. 310.4 1) The minimum clear height is 24 inches 2) The minimum clear width is 20 inches 3) The minimum clear area is 5.7 square feet 4) The maximum sill height is 44 inches Escape and rescue windows with a finished sill below ground shall have a window well. The clear horizontal dimension shall allow the the window to be fully opened and provide a minimum clear accessible net opening of 9 square feet with a minimum dimension of 36 inches. Window wells with a vertical depth of more than 44 inches shall be equipped with an approved permanently affixed ladder or stairs. 2) The number of exits is based on Table 10-A (Dwellings) 3) A mechanical ventilation system may be used in lieu of exterior openings for ventilation. -- Sec. 1203.3 Such system shall be capable of providing two air changes per hour. 4) The requirement for an egress window in the basement is based on Sec. 310.4 5) The requirements for 2 exits from the 3rd floor is based on Sec. 1004.2.3.2, Exception 4. ROOM DIMENSIONS: Habitable space shall have a ceiling height of not less than 7 feet 6 inches. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of 7 feet measured to the lowest projection. If the ceiling is sloping, then the minimum height is required in only 1/2 of the area. -- Sec. 310.6.1 Every dwelling unit shall have at least one room which has not less than 120 square feet of floor area. Other habitable rooms except kitchens shall have an area of not less than 70 square feet. -- Sec. 310.6.2 Habitable rooms other than a kitchen shall not be less than 7 feet in any dimension. -- Sec. 310.6.3 � � Page # 5 Code review for: Project Id.: Lazier Residence Address: 1290 Westhaven Circle STAIR REQUIREMENTS: 1) A stairway in a dwelling must be at least 36 inches wide. -- Sec. 1003.3.3.2 2) The maximum rise of a step is 8 inches and the minimum run is 9 inches -- Sec. 1003.3.3.3, Exception 1 3) A handrail is required on one side a stairway 34 to 38 inches above the nosing if there is 4 or more risers. -- Sec. 1003.3.3.6, Exceptions 4) Provide a guard rail where drop off is greater than 30 inches. The minimum height is 36 inches and the maximum opening size is 4 inches. -- Sec. 509.1 & 509.2, Exception 1 5) The minimum headroom is 6 ft.- 8 inches. -- Sec. 1003.3.3.4 6) Enclosed usable space under the stairs is required to be protected as required for 1 hr. fire-resistive construction. -- Sec. 1003.3.3.9 Page # 6 Code review for: Project Id.: Lazier Residence Address: 1290 Westhaven Circle GLAZING REQUIREMENTS All glazing in hazardous locations is required to be of safety glazing material. -- Sec. 2406.3 & 2406.4 Locations: 1) Glazing in ingress and egress doors except jalousies. 2) Glazing in fixed and sliding panels of sliding door assemblies and panels in swinging doors other than wardrobe doors. 3) Glazing in storm doors. 4) Glazing in all unframed swinging doors. 5) Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers. Glazing in any portion of a building wall enclosing these compartments where the bottom exposed edge of the glazing is less than 60 inches above a standing surface and drain inlet. 6) Glazing in fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. 7) Glazing in an individual fixed or operable panel, other than those locations described in items 5 and 6 above, than meets all of the following conditions: A. Exposed area of an individual pane greater than 9 square feet. B. Exposed bottom edge less than 18 inches above the floor. C. Exposed top edge greater than 36 inches above the floor. D. One or more walking surfaces within 36 inches horizontally of the plane of the glazing. 8) Glazing in railings regardless of height above a walking surface. Included are structural baluster panels and nonstructural in-fill panels. 9) Glazing in walls and fences used as the barrier for indoor and outdoor swimming pools and spas when the bottom edges is less than 60 inches above the pool side and the glazing is within 5 feet of the pool or spa water's edge. 10) Glazing in walls enclosing stairway landings or within 5 feet of then bottom and top of stairways where the bottom edge is less than 60 inches above the walking surface. Page # 7 Code review for: Project Id.: Lazier Residence Address: 1290 Westhaven Circle SMOKE DETECTOR REQUIREMENTS: 1) A smoke detector is required on the ceiling or wall at a point centrally located in the corridor or area giving access to each sleeping area. -- Sec. 310.9.1.4 2) A smoke detector is required on the ceiling or wall in each sleeping area. -- Sec. 310.9.1.4 3) A smoke detector is required on all stories. -- Sec. 310.9.1.4 If the upper level contains sleeping room(s), a smoke detector is required in the ceiling of the upper level close to the stairway. -- Sec. 310.9.1.4 NOTE: A smoke detector is required in the basement. -- Sec. 310.9.1.4 4) Smoke detectors are required to be wired to the building's power source and shall be equipped with a battery backup. -- Sec. 310.9.1.3 5) Detectors shall sound an alarm audible in all sleeping area of the dwelling in which they are located. -- Sec. 310.9.1.4 OCCUPANCY SEPARATION: Between the garage and the residence, materials approved for 1 hr. fire resistive construction are required on the garage side only and any doors between the garage and the residence are to be a self-closing 1 3/8 inch solid core door or a 20 minute fire door. -- Table 3-B & Sec. 302.4 exc. #3 SHAFT ENCLOSURES: 1) Chutes and dumbwaiter shafts with a cross-sectional area of not more than 9 square feet may lined on the inside with not less than 26 gage galvanized sheet metal with all joints locklapped. The outside must be 1 hr construction. All openings into any such enclosure shall be protected by not less than a self-closing solid wood door 1 3/8 inches thick or equivalent. -- Sec. 711.6 2) Gas vents and noncombustible piping installed in walls passing through 3 floors or less do not need to be in 1 hour shafts, provided the annular space around the vents or piping is filled at each floor or ceiling with noncombustible materials.-- Sec. 711.3 3) All other shafts are required to be enclosed in a 1 hour assembly. -- Sec. 711.1 & Table 6-A � Page # 8 Code review for: Project Id.: Lazier Residence Address: 1290 Westhaven Circle ATTIC REQUIREMENTS: 1) Provide an access to all attic areas with a clear height of 30 inches or more. The minimum size is 22 inches by 30 inches. There must be 30 inches or more clear height above the access. -- Sec. 1505.1 2) Provide ventilation in all attic areas. The net free vent area is to be not less than 1 square foot for each 150 square feet of attic area. The vent area may be 1/300 if at least 500 of the required ventilating area is provided by ventilators located in the upper portion of the attic. The upper ventilators must be at least 3 feet above the eave or cornice vents. -- Sec. 1505.3 exc. #1 The vent area may be 1/300 provided a vapor retarder having a transmission rate not exceeding 1 perm is installed on the warm side of the attic insulation. -- Sec. 1505.3 exc. #2 For a 1100.0 sq.ft. attic area: Ratio Minimum sq.ft. of vent 1/150 7.33 1/300 3.67 3) Where eave or cornice vents are installed, insulation shall not block the free flow of air. A minimum of 1 inch of air space shall be provided between the insulation and roof sheathing. -- Sec. 1505.3 CRAWLSPACE REQUIREMENTS: 1) Provide ventilation either by mechanical means or by openings in exterior walls. Opening shall provide a net area of not less than 1 square foot for each 150 square feet of area in crawl space. Openings shall be distributed on two opposite sides and be located as close to corners as practical. -- Sec. 2317.7 Note: Vent openings may be reduced to l00 of the above if ground surface area is covered with an approved vapor barrier and the building official approves. For a 628.0 sq.ft. crawlspace area: Ratio Minimum sq.ft. of vent 1/150 4.19 2) Provide 18-inch by 24-inch access opening to the crawl space area. Note: opening may be required to be larger if inechanical equipment is located in the crawl space. -- Sec. 2317.3 3) Unless the wood is listed as an approved wood of natural resistance to decay or treated wood, the minimum clearance between exposed earth and floor joist is 18 inches. The minimum clearance to beams and girders is 12 inches. -- Sec. 2317.3 ., Page # 9 Code review for: Project Id.: Lazier Residence Address: 1290 Westhaven Circle 1) Provide a window or door to the exterior from every room used for sleeping and basements. -- Sec. 310.4 A window must provide a clear open area of 5.7 sq.ft., a clear height of 24 inches(minimum), and a clear width of 20 inches(minimum). -- Sec. 310.4 4) The minimum ceiling in a habitable space is 7 feet 6 inches except kitchens, halls, and baths may have a ceiling height of 7 feet. -- Sec. 310.6.1 5) Provide a smoke detector in all sleeping rooms and areas having access to sleeping rooms. -- Sec. 310.9.1.4 6) If there is a basement, provide a smoke detector that is connected to an alarm audible in all sleeping areas. -- Sec. 310.9.1.4 7) Provide a smoke detector on all floors that is connected to an alarm audible in all sleeping areas. -- Sec. 310.9.1.4 � Town of Vail, Colorado Building Safety & Inspection Services 75 South Frontage Road Vail, Colorado 81657 (970) 479-2321 FAX (970) 479-2452 Plan analysis based on the 1997 Uniform Building Code Project Number: B01-0183 Date: July 24, 2001 Project Name: Lazier Residence Address: 1290 Westhaven Circle Contractor: Lazier Construction Occupancy: R3,U1 Architect: William F. Reslock Construction: V-N Engineer: Tim Boyle Report By: Gary Goodell NOTE: The code items listed in this report are not intended to be a complete listinq of all possible code requirements in the 1997 UBC. It is a guide to selected sections of the code. Report created using Plan Analyst software by b w& a. (719) 599-5622 Portions of the material contained in this program are reproduced from the Uniform Building Code with the permission of the International Conference of Building Officials. # SHEET IDENTIFICATION CORRECTION REQUIRED ----------------------------------------------------------------------------- ----------------------------------------------------------------------------- 1 S2-S5 Structural Drawings. All structural drawings are required to be stamped and signed by a Structural Engineer registered in this state. -- Sec. 106.3.2 2 S1 Design Loads. Show all design loads used in designing this structure (snow, wind, seismic, live, etc.) -- Chapter 16 3 S4 Attic Access. Show an attic access (22 X 30) to each attic area. -- Sec. 1505.1 4 A7-A9 Safety Glazing Reminder. Glazing in hazardous locations is required to be glazed with safety material. -- Sec. 2406.3 & 2406.4 5 A2-A5 Smoke Detectors. Smoke detectors are required in each sleeping room, on each level and outside of sleeping areas in accordance with Sec. 310.9.1, 1997 UBC. ♦I Y � Code review for: Project Id.: Lazier Residence Address: 1290 Westhaven Circle Page # 2 6 A2-A5 Interconnection. A smoke detector is required on all levels and they are required to be wired to an alarm in the bedroom area(s). -- Sec. 310.9.1.4 7 A2 Garage/Dwelling Separat'n The garage must be separated from the dwelling by 1 hour fire-resistive construction on the garage side. For ceilings, structural elements (columns or walls)must also be protected with 1-hour fire-resistive construction. -- Table 3-B and 302.4, Exception 3. 8 A2 Doors to Garage. The door between the garage and the dwelling is required to be a 1 3/8" thick solid core or 20 minute self closing door. A self-closing door meeting these requirements must also be installed at the elevator. -- Sec. 302.4, Exception 3 9 A2-A5 Understair Spaces. The enclosed usable space under the stairs is required to be protected by 1 hour fire-resistive construction. -- Sec. 1003.3.3.9 Jul. 23 2001 2:25PM William F Reslock Rrchite 3037738694 p.l � , �:"�'+ ' Hepwarth-Pawlak Geoteclinical, Inc. � P.O. Drawer 1887 Silrerthorne, Colorado 80493 �� Phone:970-46$-1989 C � SIl21e 7, 1 F�:970-468-5&91 hpgeoA @ hpgeotech.com / � r`� �V'� Buddy Lazier �� _ �� `� /� (� � � .._._.- 386 Hanson Ranch Road . �- / � � � Vail, Colorado 8165? Job No. 401 157 Subject: Report Transmittal, Subsoil Study for Faundation Design, Proposed Residence, Lot 26, Glen Lyon Subdivision, Town of Vail, Colorado. Dear Mr. Lazier: As requested, we have conducted a subsoil study for the pxoposed single family residence at the subject site. The subsurface condidons �ncountered in the exploratory boring drilled in the pzoposed building area consist of about 3 inches of topsoil overlying a medium dense to dense, clayey to silty sand with gravel and cobbles. Free water was not encountered at the time of drilling or when ehecked nine days later. The subsoils encountered were slightly moist to maist. The proposed residence can be founded on spread foodngs placed on the undisturbed natural granular subsoils and designed for an allowable sail bearing pressure of 2,500 psf. ' The repart which fallows describes our exgloration, summarizes our findings, and presents our recvmmendations. It is important ihat we provide consultation during design, and field services during construction to review and monitor the implementation of the geotechnical recommendations. If you have any questions regazding this report, please contact us. Sincerely, HEPWORTH - PAWLAK GEOTECHNiCAL, INC. Ronald J. Uhl .E. Reviewed By: �.,-C�� , �"=r��-, i� - Christopher J. Noraka, E.F. RN:rsn Jul. 23 2001 2:25PM William F Reslock Rrchite 3037738694 p.2 .� . _ � �Hepworfh-Pawlak Geotechnical, Inc. � P.O. Drawer 1887 � Sitvexthorne, Colorado 80498 �hone:�70-46f-1�S� Fax: 970-458�89i hpgeo4 C�hpgeotech.com SUBSOIIISTLJDY FOR FOUNPATIQN DESIGN PROPOSED RESIDENCE IAT 26, GI.EN LYON SUBDIVISION, TO WN OF VAII., COLORADO JOB NO. 401 157 - �'UNE 27, 2U01 PREPARED FOR: MR. BUDDY LAZIER 386 HANSON RANCH ROAD VAIL, COIARAD4 81657 Jul. 23 2001 2:25PM William F Reslock Rrchite 3037738694 p.3 � ' .�. z �' �_ TABLE OF CONTENTS PURPOSE ANDSCOPE OFSTUDY .............................. 1 PROPOSED CONSTRUCTION ................................. 1 SITE CONDI'I'IONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 FIELU EXPLORATION ....................... ............. 2 SUBSURFACE CONDITIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 ENGINEERING ANALYSIS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 FOUNDAI'IDN BEARING CONDITIONS . . . . . . . . . . . . . . . . . . . . . . . . . . 4 DESIGN RECOMMENDATIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 FOUNDATIONS ...................................... 4 FOUNDATION AND RETATIVING WALLS . . . . . . . . . . . . . . . . . . . . S FLOOR SLAB5 ..:. ................................... 7 UNDERDRAIN SYSTEM ...................:............ 7 SIT'E GRADING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ SURFACE DRAINAGE .................................. 9 LIMI'fA'I'I�NS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . 10 TABLE 1- SUMMARY �F LAB4RATORY TEST RESULTS FIGURE 1- LOCATION OF EXPLORATORY BORING FIGURE 2- LOG OF EXPLOR.ATORY BORING FIGURE 3- LEGEND AND NOTES FIGURE 4- SWELL-CONSOLIDATION TEST RESULTS FIGURE S- GRADATION TEST RESULTS FIGURE 6- FOUNDATION WALL DRAIN DETAIL �'URPUSE ANt� CrnD,C �.,� n�,,.,.,. . This report presents the xesults of a subsoil study for a proposed residence to be located . on Lot 26, Glen Lyon Svbdivision, Town of Vail, Colorado. The project site is shown on Fig. 1, The purpase of the study was to deveiop recommendadons for the foundation design. The study W,as conducted in accordar�ce with our agreement for geotechnical engineering services to Buddy Lazier dated June b, 2001. �4 field exploration program consisting of explora.tory borings was conducted to obtaiit information on subsurface conditions. Samples of ihe subsoils obtained during the field exploration were tested in the laboratory to determine their classification, compressibility or swell and other engineering characteristics. The results of the fieid exploration and laboratory testing were analyzed to develop recommendations for foundation types, depths and allowabie pressures for the propased building founQation. Thzs report summariaes the data obtained during this study and presents our conclusions, design recammendations and other geotechnical engine�ring considerations based on the proposed construction and the subsurface cortditions encountered. This report does not address geologic hazards as this was beyond the scope of work. PROPQSED CQNSTRUCTION The proposed single family residence will be a two story wood frame s��Gture constracted over a waIkout garden Ievel and garage, Ground floors v►�11 typically be slab-on-grade with either slab-on-grade or crawispace stepped floors. Grading for the residence wi11 be relatively extensive with cut depths up to about 20 feet. The deepest cuts will be in the vicinity of the garage. We assume reiatively Iight to moderate foundation loadings, rypicai of the proposed type of construction. If building laadings, Ioeation or grading plans change signfficantly from those deseribed above, we should be notifed to re-evaluate the xecommendations cantained in this repoxt. . ��-�h Jul. 23 2001 2:25PM William F Reslock Rrchite 3037738694 p.4 :�, Buddy Lazier 7une 27, 2001 Page 2 SITE CONDITIONS The site is currently vacant and located uphill of Westhaven Circle. The topography of the site consists of a very steep hillside which slopes down to the north and becomes moderately steep in the northern one-third of the property iowazds Westhaven Circle. There is approximately 35 fe�t of elevation change across.the proposed building footprint. Vegetarion on the site consists of inedium dense spaced evergreen and aspen trees. C3round cover consists of grass and -scattered native brush. FIELD EXPLORATIQN The field expioration for the project was conducted on 7une 13, 20a1. One exploratory boring was drilled at the location shown on Fig.l to evaluate the subsurface conditions. The boring was advanced with 4-inch diameter continuous flight auger powered by a CME 45 Bombardier track mounted drill rig. The boring was logged by a representative of Hepwortit-Pawiak Geotechnical, Inc. Samples of the subsoiIs were taken with a 2-inch I.D. spoon sampler. The sampler was driven into the subsoils at various depths with blows from a 140 pound harnmer falling 30 inches. This test is simitar to the standard penetration test described by ASTM Method D-1586. The penetration resistance values are an indication of the relative density or consistency of the sabsails. Depths at which the samples were taken and the penetration resistance va(ues are shown on the Log of Exploratory Boring, Fig. 2. The samples were retvrned to our laboratory for review by the project engineer and testing. SUBSURFACE CQNDITIONS �� Jul. 23 2001 2:29PM William F Reslock Rrchite 3037738694 p.l :� Buddy Lazier June 27, 2001 Page 3 A graphic log of the subsurface conditions encountered ia the bozing are shown on Fig. 2. The subsoils consist of about 3 inches of topsoil overlying a medium dense to very dense, clayey to silty, sand with gzavel and cobble lenses. Free water was not encountered at the time of drilling or when checked 9 days later. The subsoils encountered were slightly moist to moist. La.boratory testing performed on samples obtained from the baring included natural moisture content and density, gradation, percent particles passing the No. 200 sieve, swell-consolidation and Atterberg Iimits: Results of swell-consolidation testing performed on relatively undisturbed drive samples of the upper clayey sand, presented on Fig. 4, indicate low to moderate compressibility under conditions of loading and wetting. Results of a gradation analysis performed on a silty sand sample (minus 3!4 � inch fraction) aze shown on Fig. 5. A summary of the laboratory tesi results are pre�ented in Table l. ENGINEERING ANALYSIS The subsoils consist mainly of moderate strength granular sails suitable for spread footing support. The foundation settlement risk should be relatively low. The natural slape appears to be relatively stable in the current condition; however, the deep cuts proposed for the excavation could resnit in construction induced slope instabilities. �SHA covld require temporary unshored excavadons to be sloped at 1.5 harizontal to 1 vertical. The excavation with up to a 20 feet vertical cut does not ap��ear practicai without temporary shoring. AIl cuts into the deep hillside should be shored. The Eagle County hazard maps indicate a debris flow hazard exists to the west af the lvt. The likelihood of a debris flow occurring during the design life af the residence on the site is low, but the site rnay nat be totally debris flow risk free. Ge�`cPtech Jul. 23 2001 2:29PM William F Reslock Rrchite 3037738694 p.2 � Buddy Lazier 3vne 27, 2001 Page 4 FOUNDATION BEARING CONDITIONS Spread footings bearing on the natural subsoils at the site appear suitable for support of the proposed building. We expect settlement of footings designed and constructed as discussed in this section will be tolerable but wiI[ probably be differential due to the variable bearing conditions. Excavatian �or the proposecE stepped foundation will be relatively extensive and there is a risk of construction-induced slope instability. If groundwater is encountered, cuts below water level could become unstable and will require temporary shoring to maintain stability, DESIGN RECOMMENDATTONS FOUNDATIONS Recommenda�ions for foundation support are discussed below. 1) Footings placed on the undisturbed natural granular subsoils should be designed for an allowable soil bearing pressure of 2,500 psf. Based on experience, we expe�t settlement of footings designed and constructed as discussed in this section will up ta about 1 inch and probably be differential due to the variable bearing conditions. 2} The footings should have a minimum width of 16 inches for cantinuous walls and 2 feet for isolated pads. 3) Exterior footings and footings beneath unheated areas shauld be provided with adequate soil cover above their bearing elevation fox frost protection. Placement of fvundations at least 42 inches below �xterior grade is typically used in this area, 4) Contanuous foundation walls should be reinforced tap and bottom to span local anomalies such as by assuming an unsupporte� length of at ieast C�tiecr� i f � � � Jul. 23 2001 z:29PM William F Reslock Rrchite 3037738694 p.3 � Buddy Lazier June 27, 2001 Page 5 12 feet. Foundation walls acting as retaining structures shoutd also be designed to resist lateral earth pressures as discuss�d in the "Founda2ion and Retaining Walls" section of this report. 5) Prior to footing construction, a perimeter foundation drain shoald be installed. The drain should be placed a minimum of 1 foot below the battom of finished grade for each excavation level and sloped at a 1� minium to a suitable gravity outlet. The perimeter drain should be designed and constructeci as discussed in the "Underdrain System" section of this report. 6) All topsoil and any loose or disturbed soils shoutd be removed and the footing bearing level extended down ta relarively dense natural granular soils. If water seepage is encountered, the footing areas should be dewatered before concrete placement. 7) A representative of the geotechnical engineer should observe all footing excavations prior to conerete plaeement to evaluate bearing conditions. FOUNDATION AND RETAINTNG WALLS . Foundation walls and retaining structures which aze lateraily supported and ean be expected to underga only a slight amount of deflection should be designed for a lateral earth pressure computed on the basis of an equivalent fluid unit weight af SS pcf for low walls (less than 20 feet high) far backfill consisting of the on-site soils. A uniform load of 26H psf should be used for higher walls where H is the retained wall height in fe�t. Cantilevered retaining structures which are separate from the residence and can be expecteci to deflect sufficiently to mobilize the full active earth pressure condition should be designed for a lateral earth pressure computed on the basis of an equivalent fluid unit weight of 40 pci for backfill consisting of the on-site sails. C�teCh Jul. 23 2001 2:30PM William F Reslock Rrchite 3037738694 p.4 �. Buddy Lazier June 27, 2001 Page 6 All faundation and retaining siructures should be designed for appropriate hydrostatic and surcharge pressur�es such as adjacent footings, traffic, construction materials and equipment. The pressures recommended abave assume drained conditians behind the walls and a horizontal backfill surface. The buildup of water behind a wall or an upward sloping backfill surface will increase the lateral pressure imposed on a foundation wall or retaining structure. An underdrain and wall drain system should be provided to prevent hydrostatic pressure buildup behind walls. Backfill should be placed in uniform lifts and compacted to at least 90�0 of the maximum standard Proctor dry density at a moisture content near optimum, Backfill in pavement and walkway areas should be compacted to at l�ast 95 % of the maximum standard Proctor dry density. Care shouid be taken not to overcompact the backfill or use large equipment near the wall, since this could cause excessive lateral pressure on the wail. Some settlement af deep foundation wall backf�il shauld be expected, even if the material is glaced correctly, and could result in distress to facilities eonstructed on the backfill. The lateral resistance of foundation or retaining wall footings will be a combination of the sliding resistance of the footing on the foundation materials and passive earth pressnre against the side of the footing. Resistanee to sliding at the bottoms of the footings can be caiculated based on a coefficient of friction vf 0.4. Passive pressure of compacted backfill against the sides of the footings can be calculated using an equivalent �luid unit weight of 35U pcf. The coefficient of friction and passive pressure values recommended above assume uldmate soil strength. Suitable factors af safety should be included in the design to limit the strain which will occur at the uldmate strength, particularly in the case of passive resistance. Fill ptaced against the sides of the footings to resist lateralloads should be a granulaz material compacted to at least 95 % of the maximum standard Proctor dry density at a mozsture content near optirnum, Ge~crtech Jul. 23 2001 2:30PM William F Reslock Rrchite 3037738694 p.5 . ,,'�. Buddy Lazier June 27, 2001 Page 7 FLOOR SLABS The natural on-site soils, exclusive of topsoil, aze suitahle to support lightly loaded slah-on-grade canstrucrion. To reduce the effects af some differential movement, floor slabs should be separated from alI bearing walls and colurnns with expansion joints which allow unrestrained vertical movement. Floor slab contml joints should be used to reduce damage due to shrinkage cracking, The requirements for joint spacing and slab reinforcement should be established by the designer based on experience and the intended slab use. A minimum 4 inch layer of free-draining gravel should be placed beneath basement level slabs to facilitate'drainage. This material shauld consist of minus 2 ineh aggregate with at least 50% retained on the Na. 4 sieve and less than 2°!o passing the No. 200 sieve. All fill materia[s far support of floor slabs should be compacted to at least 95 % of ma�cimum standard Proctor dry density at a moisture content near optimum. Required fill can consist of the on-site gravels devoid of vegetation, topsoil and oversized rock. UNDERDRAIN SYSTEM Although free water was not encountered during our exploration and it has been our experience in mountainous areas that local perched gronndwater can rise during times of heavy precipitatian or seasonal runoff. Frozen ground during spring runoff can also ereate a perched condition. �Ve recommend below-grade construetion, such as retaining walls, crawlspace and basement areas be pratected from wetting and hydrosta.tic pressure buildap by an underdrain and wall drain system. The underdrain should consist af a pezforated drainpipe placed in the bottom of the wa11 backfill surrounded above the invert level with free-draining granular materiat. The drain should be placed at each level of excavatian and at least 1 foot below lowest adjacent finished grade and sloped at a minimum 1� to a suitable gravity outlet. Free- C-�t�h Jul. 23 2001 2:30PM William F Reslock Rrchite 3037738694 p.6 � �- � Buddy Lazier June 27, 2001 Page $ draining granular material used in the underdrain system shoUld contain less than 2% passing the No. 200 5ieve, less than 50% passing the Nn, 4 sieve and have a maxirnum size of 2 ieches. The drain gravel backfill should be at least 1.5 feet thick. The wall drain should cansist of geocomposite wall drain or 1 foot of clean gravel placed adjacenr to below-grade constructian walls. The wall drain should connect into the underdrain. A typical foundation wall drain system is show in Fig. 6. � STTE GRADING Excavation for the proposed stepped foundation will be relatively extensive and there is a risk of construction-induced slope instability. We understand that the deepest excavation cut wilf be about 20 feet. We assume that the temporary ezcavation cuts will be adequately shored to maintain stability. Shoring contractors familiaz with conditions in the area should be contactesi to provide specific design and cost information. We can provide soil parameters, additional anatysis and design review for the shoring as the project progresses. Fills should be limited to about S to IQ feet deep. Embankment fills should be compacted to at least 95% of the maximum standard Proctor dry density near optimum moisture cantent. Prior to fill placement, the subgrade should be carefully prepared by rernoving all vegetation and topsoil and compacting �0 95°� of the maximum standard Proctoz dry density, 'The fill should be benched into the portians of sldpes exceeding 20% grade. Permanent unretained cut and fill slopes should be graded at 2 horizontal to 1 vertical or flatter and protected against erosion by revegetation or other means. The risk of slope instability will be increased if seepage is encountered in cuts and flatter slopes may be necessary. If seepage is encountered in permanent cuts, an investigation shouid be conducted to determine if the seepage wiil adversely affect the cut stability. This G�t�ech w _� Jul. 23 2001 2:30PM William F Reslock Rrchite 3037738694 p.7 � ... Buddy Lazier June 27, 2001 Page 9 office should review temporary excavation and site grading plans for the project prior to construction. $URFACE DRAINAGE The fallowing drainage precaatians should be observed during construction and maintained at aIl times after the residence has been completed: 1) Inundation of the foundatian excavations and underslab are�s shauld be avaided during construction. 2) Exteriar backfill should be adjusted to near optimum moisture and compacted to at least 95% of the maximum standard Practor dry density in pavement and slab areas and to at least �% of the ma�cimum standard Proctor dry density in landscape areas. Free-draining wall backfill should be capped with about 2 feet of the on-site finer graded soils to reduce surface water infiltration. 3) The ground� surface surrounding the exterior of the building shauld be sloped to drain away from the foundation in all directions. We recommend a minimum slope of 12 inches in the first 10 feet in unpaved areas and a minimum slope of 3 inches in the first 10 feet in pav� areas. A swale should be constructed upslope of the residence to collect surface water runaff and graded to drain away from the residenee. 4} Roof downspouts and drains should discharge well beyond the limits of all backfill. LTMTTATIONS This study has been conducted in accordance with generally accepted geotechnical engincering principles and practices in this area at this time. We make no warranty either express or implied. The conclusions and recommendations subrnitted in this Ge'�t.�:cti Jul. 23 20�1 2:31PM William F Reslock Rrchite 3037738694 p.8 , �"-_, � - Buddy Lazier June 27, 2Qp1 Page 10 report are based upon the data obtained from the exploratory boring at ihe lacation indicated on Fig. l, the proposed type of construction and our experience in the area. Our findings include interpolation and extrapolation of the subsurface conditions identified ai the exploratary boring and variations in the subsurface conditions may not become evident until excavation is performed. If conditions encountered during construction appear different from those described in this report, we should be notified so that re-evaluadon of the reeammendations may be made, This report has been prepared for the exclusive use by our client for design purposes. We are not responsible for teehnical interpretations by others of our information. As the project evalves, we should provide continued consultation and fieLd services during construction to review and monitor the implementation of our recommendations, and to verify that the recommendations have been appropriatety interpreted. Signiiicant design changes may require additional analysis or modifications to the recommendations presented herein. We recommend on-site observation of excavations and foundation bearing strata and testing�of structural fill by a representative of the geotechnical engineer, Sincerely, HEP�VORTH - PAWLAK GEOTECHII �" ' ` ""` Ronald J. Uhle, P.E. Reviewed By: �s�" �... f`�'"`�'�'� Christopher J. Noraka .I. . Attachments . cc: Bill Reslock - William Reslock Azchitect, Englewood, Colorado Tim Boyle - Engineering, Inc., Vail, Calarado • =: �+1 t=�« ■ HEPW4RTH-PAWLAK GEQTECHN[CAL, INC. . TABLE 1 SUMMARY O� LABORATORY TEST RESULTS JOB NO.40i l57 SAMPLE LOCATION NATURAL NATURAL GqApATION PERCENT ATTFRBERG LIMITS SWELL UMFIEp SOIL - - BORING D£PTH M6ISTUFi � DRY GRAVEL S/WD PASSIN6 LIQUEU PLASTICiTY CONSOUOATIQN CLA931FIGATION SOIL FYPE 11eet} CONTENT OENSitY (%1 (%) ND.200 L]MIT INDEX TEST [7i} (a�l SIEVE t9i1 - I%1 � i 4 13.2 117 33 37 12 YES SC Clayey Sand 1 9 6.1 1 19 28 NP SM Silty Sand 1 14 6.6 124 32 $M Sifty Sand 1 19 4.3 21 NP SM Si1ty Sand 1 24 6.9 91 23 45 32 SM Silty Sand with Gravel ��' 4; � 7 C 1--� N � � 0 0 r N � r � 3 � 0 � � � � m m co � � co Jul. 23 2001 2:31PM William F Reslock Rrchite 3037738694 p.10 � Jul. z3 2001 2:31PM William F Reslock Rrchite 3037738694 � �-, , Y p.11 Jul. 23 20D1 2:31PM William F Reslock Rrchite 3037738694 LEGEND: � TOPSOIL; sandy, silt, orgonic, ioose, very maiat, dark brown. �SANb (5C—SM); clayey io eifty, contoinin9 9cattered gravei and cabble lenaes, nnd shale fragments, rnedium dense to dense, motst� brown. � Relatively undisturbed drive sampie; 2--�inch I.D. Colif4mia liner sdmple, 17/12 Drivt sample biow count; indicates that 17 blows of a 440—pound hammer fntling 3Q inches were required to drive the California sampler 12 Inches. N OTES; 1. The explo�atory boring was drilled on June 13, 2Q01 with a 4—inch diameter continuous flight power auger. 2. Location of the exploratory boring was measured approximately by pecing from fentures shown on tho site plan provided. 3, Elevotfon of the expforotory boring was obtoined by Interpolotion between contours on the site plan provided. 4. The exploratory boring location and elevation sh�uld be considered accurate only to the degree implied by the method uaed. 5. '[tte lines between materiala shawn on the exploratory boring log represant fhe approximnte boundarles between materfai types and transitions may ba groduol. 6. No free watar was encountered in the boring at the time of drilling or when checked 9 days later. Fluctuation in water level may occur with time. 7. Laboratory Testing Results: WC = Water Content ( 9L ) DD = Dry Density ( pcf } +4 = Percent retotned on No. 4 sieve. —200 = Per�ent pasaing No. 200 aieve. LL = Liquid Limit ( ?� ) PI = Pla9ticity index ( 1G ) NP = Nonploatic 401 157 I GEOVT�CHNICALA NC � �-EGEND AND N�TES I Fig. 3 p.12 � Jul. 23 2001 2:32PM William F Reslock Archite 3037738694 ' �--- ,,, 0 D K [ � O N C O dx W Z � C C � .y N m a c 4 U 5 6 � • • � � '�- � �� • • • • ' . • _ • . . � • � • . + :• � .,1"��.■.,'�'� u� 1 �� -.�� . ',,,L!'_ � � + ` , :��, ,��1 � 0.1 1.0 10 APPL1Ep PRESSURE — ksf 100 4Q? 157 ! GEOTr�CHNICALAVINCK I SWELL—CONSOLIDATfON TEST RESUL.TS i Fig. 4 p. 13 Jul. 23 2001 2:33PM William F Reslock Rrchite 3037738694 �,.r. .. 4 -�� ,� . 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F_E_�� assertget' or f��{h� c�levatorf escata�ar� moving w�ik: l3� ta and irtcluding �5�,�}Ot7 oP vaivation =$�5�I.4U Qtir�r �5�,o�Q oF vafua�i�+n =��50.00 �fu5 $6.OR Far eaCit $I,4QO.OQ. a.c fxactton tftcreof aver �54?,OQU,oE� Lif� �rurrthw�f�r qr �riv�t� resid�nc� el�u�tiar: Up Co and it�ci�dirag $�O,Q04 of vafu�i4n A* �250.bQ Ov�r $2�,0�)iO Of vaiUati�[� .� $�50.Oa piu.� $,3.0� fOr �3� $�,a�f].OE[ ar Cr•aC�iprt• f�eredf ovec �Z��OOQ.O� �ra�c�r� ac.��a�r�oH ��s� Fe� For r�jor eiC,�ratian5 Si�aD be a� �t fvith in Table 3-A a�€ ihe t3�ifa��m Acim=nisFrafiv� Cvde or Tabie �-A. i F�It1.ETA�"Ir3N, � � 1 / L� � � � � " r � � Re[�ipt � A�prov�d by . . , .........�= `� - .. ... . .. . . . .._ _, _. . �.Ele�r�tor �tan r�;i�err anR fs�Ec� i�ck��ctions wst� b4 �o+loucted py i L� fcnv�rd�i ta N1��VCC(7� fr�r �tj�e•rsF �E�d a�p�uv�,i. ��ciut� i� # �"7sI�b3-a�� ; �!�ek �.Gi�:_I�'a�sr, eit;3k� r.E7��ks p�y�Ut� [a �W��:CJ I .I Post-i� Fax Not� . �� 7671 IDat��-�� S`� . -v P�� ✓�,.�'- 10-26-2010 Inspection Request Reporting Page 2 $s2S �ro Vail, Cn=Citv Of Requested Inspect Date: Tuesday October 26, 2010 Assigned To: CGUNIO�1 Inspection Type: BLDG Inspection Area: GG Site Address: 1290 WESTHAVEN CR VAIL 1290 WESTHAVEN CIRCLE A/P/D Infortnation Activity: 601-0183 Type: A-BUILD Const Type: Occupancy: R3/U1 Owner: LAZIER, ROBERT BUDDY Contractor: LAZIER CONSTRUCTION Sub Type: ASFR Use: V-N Phone: 303-476-5610 Description: 2-250 sq ft additions for EHU in primary secondary residence Reciuested Inspection(s) Item: 90 BLDG-Final Requestor: BILL RESLOCK Comments: CONTACT IS BOB LAZIER 970-390-1919 Assigned To: CGUNION Action: Time Exp: _ Status: EXPIRED Insp Area: GG Requested Time: 01:00 PM Phone: 303-773-9578, BILL Entered By: LCAMPBELL K �� v � 1,�,�, /� Insqection Historv `d� _ \ Item: 10 BLDG-FOOTING ** Approved ** 08/03/01 Inspector: GRG Action Comment: Lower level, all except garage frost walls. 08/29/01 Inspector: GRG Action Comment: Footings at N. wall for garages 101 & 103 09/11/01 Inspec�or: GRG Action Comment: Remaining footings at uppermost level. 10/21/02 Inspector: cdavis Action Comment: Footinqs for front site/retaininq walls not a omer inspecuons occurring at inE at the contractor's risk of not beir 10/25/02 Ins ector: Jrm Comment: PA�TIAL APPROVAL ON EAST PA PARTIAL APPROVAL PA PARTIAL APPROVAL and W. wall for arage 101. AP APPROV� DN DENIED to walls ved or moditied. SITE WALLS ONLY. 10/29/02 Insp ector: GCD Action: PA PARTIAL APPROVAL Comment: MIDDLE FOOTING 11/01/02 Inspector: GRG Action: AP APPROVED Comment: Footing for upper level retaining wall at drive. Told contractor to resupport rebar up off of grade where weight of snow had collapsed wooden hanger supports. Repairs in progress at time of inspection. 11/04/02 Inspector: GRG Action: AP APPROVED Comment: Footings for retaining walls @ W. side front & side of garage, one @ front @ garage level & one higher @ side of garage. 11/14/02 Inspector: GCD Action: PA PARTIAL APPROVAL Comment: NE STAIR FOOTING. 01/03/03 Inspector: cdavis Action: AP APPROVED Comment: west stair footing complete 06/18/03 Inspector: Art Action: AP APPROVED Comment: APPROVED REBAR FOR WEST EXTERIOR STAIRWAY Item: 20 BLDG-Foundation/Steel "" Approved ** 08/16/01 Inspector: GRG Action: NR NOT READY FOR INSPECTION Comment: Contractor cancelled per Lynne, ran into unforseenp roblems. 08/20/01 Inspector: GRG Action: PA PARTIAL APPROVAL Comment: Middle section walls, more or less back of garage to back of elevator shaft. is REPT131 Run Id: 12094