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Home My WebLink AboutB11-0253NOTE: TH/S PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES i, lU�UC Pt11L�� Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657 p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149 COMBINATION BLDG PERMIT Permit #: B11-0253 Job Address: 141 W MEADOW DR VAIL Location......: SKAAL HUS COMMON ELEMENT Parcel No....: 210107104001 OWNER BAKER, ALFRED L. & MARY H. 08/09/2011 247 CORTE MADERA AVE MILL VALLEY CA 94941 APPLICANT FRED GOLDBERG 08/09/2011 Phone: 970-470-1350 PO BOX 5114 VAIL CO 81658 CONTRACTOR TURNER MORRIS, INC 5054 MARSHALL STREET ARVADA CO 80002 License: C000003178 Description RE-ROOF 08/09/2011 Phone:303-431-1300 Occupancy: R-2 Type Construction: VA Project #: Applied.....: Issued. . . : PRJ11-0366 08/09/2011 08/09I2011 Valuation: $47,000.00 *w�fwfwwY`texYrtrhiFrtYlYI�,FYIkNkYe1(41(f**i�t`lrfxkYrYrYYrYrrtrt*+tfifk***41`kt`t�1r***ifiYriR+VY(+YrtfYeY''k�F�k�kYr• FEE SUMMARY •,••••••*_••••"•••••••••••••••••••••••"•••"••,••••,•••••••••,,•••»•,••••••••'•• Building Permit -----------> $613.45 Bidg Plan Check ----------> $398.74 Use Tax Fee-----------------------> $740.00 Electrical Permit ---------> $0.00 Elec Plan Check -----------> $0.00 Restuarant Plan Review--------> $0.00 Mechanical Permit ------> $0.00 Mech Plan Check ---------> $0.00 Additional Fees--------------------> $0.00 Plumbing Permit --------> $0.00 Plmb Plan Check ---------> $0.00 Recreation Fee--------------------> $0.00 Investigation-----------------------> $0.00 Will Call------------------------------> $5.00 TOTAL PERMIT FEES-------------> $1,757.19 Payments------------------------------> 51,757.19 BALANCE DUE-----------------------> $0.00 .................................................��..,..............,............,........,,,.........,,...........................,+.......................,...._.......,._........... DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the town's 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 Own o ntractor pate� ) ��`f Lo�� Print Name combination permit_012811 . � �� i I i iiL � 1 �� f xAf4s`xf fxl�a�txwe�R'R�RR'RtfrhYnFi1'tri4rt�kY`f trYMrti(frtir##t�xf frftwIIwwlexiYRiF#iFiYF�R#'Yr4Yrhfrh4�F#rti1'rtfrhhil'i1'FYY`�kYrY'Yl+wk#f 444f*##'k4+1lrf 4wflwf*x#*Rt`t`1(w4f tflrTrfRt`f frKwT4wtl}frlef k1rRR*wwil`tefrir*rtf #44ftfL�##fe4fl� M#�kYrkRk CONDITIONS OF APPROVAL TO BE MET PRIOR TO FINAL SIGN OFF Permit #: B11-0253 Address: 141 W MEADOW DR VAIL Owner: BAKER, ALFRED L. & MARY H. Location: SKAAL HUS COMMON ELEMENT ..................................................................................................................,... �,.,,.............,........................,,.....,,........,... combination permit_012811 � � .t V T� V� ��iEJa • .*„***.,*****,.**,.**««««**�«**,.****«*„**********«*.,***.,***�*,�***„*w.«*«*************,.*********,�**�,,,****«**«««*««.««**««****«***«***„*******«******«««** REQUIRED INSPECTIONS AND STATUSES Permit #: B11-0253 Address: 141 W MEADOW DR VAIL Owner: BAKER, ALFRED L. & MARY H. Location: SKAAL HUS COMMON ELEMENT ********.,..,**«««.,*,,,.*****.*�„*„««***************«*.,«*««****««**«**************.,.,«*«***************,.*,.******.,***.*.**«.««****«**,.****„««««**«***«««««« Item: 00542 PLAN-FINAL Item: 00090 BLDG-Final combination permit_012811 �**�*�***********************+**************++*******************+++++***+***************�** TOWN OF VAIL, COLORADO Statement **�*+*****************++********++*+******************+++++*********************+*******+*** Statement Number: R110000958 Amount: $1,358.45 08/09/201103:07 PM Payment Method: Check Init: LC Notation: #2148 / TURNER MORRIS INC ----------------------------------------------------------------------------- Permit No: B11-0253 Type: COMBINATION BLDG PERMIT Parcel No: 2101-071-0400-1 Site Address: 141 W MEADOW DR VAIL Location: SKAAL HUS COMMON ELEMENT Total Fees: $1,757.19 This Payment: $1,358.45 Total ALL Pmts: $1,757.19 Balance: $0.00 *�****++****�*********��***�*****+*******************�***********++****************+******** ACCOUNT ITEM LIST: Account Code -------------------- BP 00100003111100 UT 11000003106000 WC 00100003112800 Description Current Pmts ------------------------------ ------------ BUILDING PERMIT FEES 613.45 USE TAX 4% 740.00 WILL CALL INSPECTION FEE 5.00 ----------------------------------------------------------------------------- � TOWN DF UAlL� Department of Community Development 75 South Frontage Road Vail, CO 81657 Tel: 970-479-2128 www.vailgov.com Development Review Coordinator BUILDING PERMIT APPLICATION (Separate applications are required for alarm & sprinkler) Project Street Address: Project #: P RS I, �(, 3�p � Tt� I I,�l Mtti a i.� (Number) (Street) (Suite #) DRB #: ��' (� Zq �j Building/Complex Name: � � � � � � R U � Building Permit #: �l � — � a � � Contractor Information Business Name: I V��'� M a�� 5 Lot #: Block # Subdivision: S�..J 1 � v� �5�,0�' ( 5 J, Work Class: New ( ) Addition ( ) Alteration ( ) Business Address: � City a-(�/�� State: � v Zip: �� Type of Building: � O � Y � � / Single-Family ( ) Duplex ( Contact Name: r Commercial ( ) Other ( )_ Contact Phone: ( %v � � 3 � 3 � � Contact E-Mail: �OV��/ �� 'U (�/1 r C D� Work Type: Interior ( ( uh0((�5� X �'%� Woric Included Owner/Owner's presentative Signature (Required) Electrical ( )Yes ( )No Applicant Information Mechanical ( )Yes ( )No � i Applicant Name: � 0 h 7 � p�r Plumbing OYes ONo Applicant Phone: � / � 3 � �'J � p � Building ( ✓JYes ( )No Applicant E-Mail: Project Information Owner Name: Parcel #: �� 1 U�% � O�OO I' �d1U (For Parcel #, contact Eagle County Assessors Office at (970-328-8640 or visit www.eag lecounty. uslpatie) Detailed Scope and Location of Work: a<< � Mf,�� ST�►�� i n S SCo1 �^'� fD6-F. �n�D r.�' (use additional sheet if necessary) For Office Use Only: Fee Paid: _$_ ��$ � % �-1 Received From: �C u..vl � Cash Check # CC: ��/ MC Last 4 CC # � exp date: U � Auth " U ��2 ) Multi-Family (�) ) E�erior ( ) Both ( ) Valuation of Plans Included Woric ( )Yes ( )No ( )Yes ( )No ( )Yes ( )No (,/�Yes ( )No 680� Value of all work being performed: $ I DU (value based on IBC Section t09.3 & IRC Section 108.3� Electrical Square Footage i✓1 5�1✓1� �`✓wt B�on Date Received: � r� s�-� i 1 oc nP �✓ p ��o�� AUG 0 8 2Q11 TOWN O� VAIL O 1-Jan-1 I �z � � PC �.1'11i5GY1 SIE��YS � 4�.rof Hardi � 5kyli�M � lhM cn G�rb G� BrrkChinney � 86 Alpine #4000 Snow Fence - Brackets installed 16" O/C (�L5 -j- � �. ti�l d t,./ • Plurb'rg Srack ■ Pkdt Ptn e �rX Pf� o F�r + 01-ai-n (Exi�'ri9) �ece �c � Pm�r�ia i I�t�fPt�nr � Lacfder � ��er 1 � � h1�1�: -U iidrarws m uiu3ed ir�m Gas L'ne �� i�of 9reaf4ier Saf�li� Oi� HZ Hicy,n�. � � �i cr,� � ��e XXXXiC Ra�iig Pr-�lem � � � 1� - 5kylights 11 - 2" pi pes � - 1�" pi pes 3 - Ghimneys �x4 -I-urn��r Morr-i��, Iric. x�.l l h�.k.ISiracl. �radn.CC+8C�27! Icki3c7a� I?I.1�"L� I ew:�3�ai I'J�r.1�Y� �i�� 141 Meadow Drive �QI�, �� var�: &/4,/11 �ca�e: 1" - 1�' Dwg.name: 141 h'�+acbw Dhi�.rc Ilidm io:�lvc��.fl.+.v�l-b�.:�L� Ilnn relbsiqriod�c+d ilba�lonTC�1. FLAT PITCH ROOFS SNOWLOAD 140 PsF RAFTER LENGTH 3 `�- FEET PANEL WIDTH IN INCHES 16 INCHES ROOF SLOPE (X:12) 3 4 - , fi �, s, : p .. �' ' ys�. �� £ r.�. 7 � �� ;,,� ,»� �-i�x �� d� � � e :��,� �� '� � �+ � >;. _�,. �.. , ...,.,. ,.._...A�,,.�n�, ,�..M.�. �,,�..,.<. . ,:�.. ..._. Panel Type: Englert Series 1300 24 ga steel Screw Tension (in-Ibs.): 115 Use bracket- S5- S-5-E Allowable Bracket Load: 826 Ibs. SPACING MODEL 2000 MODEL 4000 MODEL 3000 MODE FT ROWS FT ROWS FT ROWS FT 16 itv 17.08 0 34.15 0 18.81 0 37.61 32 irv 8.54 0 17.08 0 9.40 0 18.81 48 itv 3.79 0 7.59 0 6.27 0 11.38 IN IN Allowable Load = 826 1652 826 Turner Morris 141 Meadow Drive Vail, CO #20006 - Clamp needed on every seam. ColorGard - maximum spacing between clamps is 32". SnoRail / SnoFence - 24" maximum spacing befinreen clamps, a clamF seam and a break is needed every 48'. Single Pipe Snow Guards - do not use where the pitch is 6/12 or great � � P..` �./— � ` �lg� RGVI��A '�OIz SjC�4�L l'��US ROOFj (V�,DDEL `E000 CL�IMPS ,�T l (v �' O , c . ALPINE �� TM . SNOWGUARDS www.alpinesnowguards.com NOTES: 1.INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2.D0 NOT SCALE DRAWINGS. 3.CONTACT MANUFACTURER FOR DETAILED LAYOUT. 289 Harrel Street Morrisville, VT 05661 Toll Free Phone 1.888.766.4273 Toll Free Fax 1.888.766.9994 Web www.alpinesnowguards.com E-mail info@alpinesnowguards.com 07 72 53 Snow Guards REVISIONS i � REV. DESCRIPTION DATE �DESIREU PIPE CONFIGUEtAT10N �SELECT DL:SIRED FINISH ❑2 PIPE }il-1IOLE ❑MILL (STANDARD) 02 PIPE pPOWDF.R COAT PIPE SYSTF.M INCLUDES: O10E FLAG DEND CAPS (?JF.ND COLLARS rnn�nr S-S-U BLOCK SET SCREW— HOLES FOR PIPE 4.' --� a.2s F��:7 � I have verified that this snow guard will fit the corrugation/rib for this project. Signature: Date To confirm order, return signed cut sheet and sales quote #4000 Two-Pipe Clamp to the Seam Snow Guard for Standing Seam Metal Roofs OO Copyright 2007, 2008 Alpine SnowGuards, Vermont Slate 8 Copper Services, Inc Document version 08.24.2009 ALPINE 289 Harrel Street Morrisville, VT 05661 Toll Free Phone 1.888.766.4273 SNO�� V��7TM Toll Free Fax 1.888.766.9994 Web www.alpinesnowguards.com WWW.alpinesnowguards.COm E-mail info@alpinesnowguards.com 07 72 53 Snow Guards Installation Instructions for #4000 Pipe Style Snow Guards I.Bracket Installation 1. When attaching clamps to seams which are machine folded (regardless of panel profile and geometry), the S-5-U clamp is designed to engage the seam as shown in the illustration to the �^'1 rig h t. �� 2. ALL 3 SET SCREWS MUST BE IN THE SAME SIDE OF THE CLAMP 3. NOTE: Some seams may require additional hand crimping at the clamp location. 4. Assemble the three set screws into the same side of the clamp, being careful that the snow � guard brackeUflag will be in the desired (upslope or downslope) orientation, with the set screws on the correct side of the seam. 5. Position the clamps appropriately on the panel seam. Using a 3/16" allen-wrench attachment ;� � tip for a 1/4" drive screwgun, tighten and retighten the set screws as the seam material ` compresses. (These screwgun tips are available from your S-5! product distributor). On low seam profiles, a 4" bit extension on the screwgun will facilitate this work. Most industrial grade screwguns are rated at 115 inch-pounds tightening torque and will deliver between 115 and 150 in -Ibs (13-17Nm) at the highest torque setting. Please see ultimate load table on the back of this page or attached page for proper screw tensions and caution notes for various panel seams. 6. CAUTION: Battery-operated guns may not deliver consistent screw tension. Drywall guns may not deliver adequate tension. 7. Insert the 1" o.d. tubing through the holes in the uprights. 8. See Pipe Coupling Installation instructions in the Pipe Accessories Installation document for installing the 1" o.d. tubing. II. Locking Collars, End Caps, and Ice Flags (optional) See the Pipe Accessories Installation document for instructions on using the Internal i Coupling (#86), End Caps (#56), End Collars (#65) and Ice Flags (#96). i III. Bracket Assembly See illustration to the right for assembly of the #4000 bracket. End Caps �/ " Internal� Couplings 1 v � Ic F ags (optional) � _� �—s End Collars ►�/ The S-5! clamp is a handy gadget for a great many uses, but will not perform miracles. PLEASE USE THIS PRODUCT RESPONSIBLY! Any loads imposed on the S-5!clamp will be transferred to the panels. Panels must be adequately attached to building structure to resist these loads. For critical installations, inquire for specific test data of ultimate tensile load on specific panel materials and seam types. When tabled values are used, screw tensions should be verified and factors of safety should be used as appropriate. The manufacturer expresses no opinions as to the suitability of the S-5! for any specific application or project condition. ALWAYS PROVIDE WORKER FALL PROTECTION WHEN INSTALLING S-5!. THE S-5! CLAMP IS NOT APPROVED FOR USE AS A PERSONAL FALL RESTRAINT DEVICE Copyright O 2007, Metal Roof Innovations, Ltd. #4000 Two-Pipe Clamp to the Seam Snow Guard for Standing Seam Metal Roofs OO Copyright 2007, 2008 Alpine SnowGuards, Vermont Slate & Copper Services, Inc Document version 08.24.2009 * __ �77rf.�' 1 10-7'�-2G11 tnspection Request Reporting Page 8 4:16 pm -----Y�1,S�--�it�c_Qf_--- `_�� Requested Inspect Date Site Address A/P/D Information Activity: B11-0253 Type: COMBO Const Type: Occup ancy: Owner: BAKER, ALFRED L. & MARY H. Contractor: TURNER MORRIS, INC Description: RE-ROOF Requested Inspection(s) Item: 542 PLAN-FINAL Requestor: TURNER MORRIS, INC Comments: 970-393-5393 Assigned To: BGIBSON Action: Time Exp: Item: 90 BLDG-Final Requestor: TURNER MORRIS, INC Comments: 970-393-5393 Assigned To: O AGON Action: Time Exp: _ � ��1� �� ,��, , �,�G � � � Inspection Historv Item: 542 PLAN-FINAL Item: 90 BLDG-Final REPT131 Monday, October 24, 2011 141 W MEADOW DR VAIL SKAAL HUS COMMON ELEMENT Sub Type: AMF Use: R-2 Phone: 303-431-1300 Status: ISSUED Insp Area: Requested Time: 08:00 AM Phone: 303-431-1300 Entered By: DRHOADES K Requested Time: 10:00 AM Phone: 303-431-1300 Entered By: DRHOADES K Run Id: 13684