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Home My WebLink AboutB07-0338B07-0338: Entries for Item:90 - BLDG-Final 10:41 01/31/2013 Total Rows: 1 Page 1 TOWN OF VAIL 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 Job Address: Location.....: Parcel No...: DEPARTMENT OF COMMUNITY DEVELOPMENT NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ADD/ALT SFR BUILD PERMIT 1476 WESTHAVEN DR VAIL COLDSTREAM UNIT 36 210312108036 OWNER RMH MANAGEMENT LP 29 WESTOVER RD SLINGERLANDS NY 12159 APPLICANT WARZECHA ENTERPRISES, P.O. BOX 1384 VAIL CO 81658 License: 541-B CONTRACTOR WARZECHA ENTERPRISES, P.O. BOX 1384 VAIL CO 81658 License: 541-B Description: REPAIR ROOF AWNING Occupancy: R2 Type Construction: VA INC. 10/25/2007 Permit #: B07-0338 Project # PRJ07-0546 Status . . . : Applied . . : Issued . .. : Expires . ..: ISSUED 10/25/2007 11/19/2007 OS/17/2008 10/25/2007 Phone: 970-390-3674 INC. 10/25/2007 Phone: 970-390-3674 Cu� c �cc� V t `\c-c�_ � �.�� c ��,� s�.��. c��b s Valuation: $10,000.00 Revision Valuation: $0.00 Total Sq Ft Added: 0 -� J � *****+�s**�+r+*+�r*»***�+*e***�*****+*»r»r�+r*�*�:�*+***+******+�*+�* FEE S UMMARY +****»rr*�r:r�*s++►*********+s+�*»��««*a��**+*►**+***�****e**» Building-------> $181.25 Restuarant Plan Review--> $0.00 Total Calculated Fees--> $303.06 Plan Check----> $117.81 Recreation Fee--------------> $0.00 Additional Fees----------> $0.00 Investigation--> $0.00 TOTAL FEES--------------> $303.06 Total Permit Fee--------> $303.06 Will Call------> $4.00 Payments-----------------> $303.06 BALANCE DUE-------> $0.00 ■*�«��***:rt*►�****+a*+*+*+as****+�*****�**�*�*.*a****+*s*++�srr*+*rs********�*r*+*v***�*****�*s►*«+****�*v*»*��***��******s****�as:**►»�:x******* Approvals: Item: 05100 BUILDING DEPARTMENT 11/13/2007 cgunion Action: COND see conditions Item: 05400 PLANNING DEPARTMENT 11/12/2007 RLF Action: AP Item: 05600 FIRE DEPARTMENT Item: 05500 PUBLIC WORKS s..*s*�.+*+.++s*�+�*+«*r:*+*+*a�«*s*+*:*+s�.**�+*�***�+:**+a*�+*+.*�:s*****:**�*�***s*�s+��*.s�****a�r*****+�**a�*��*�*�***«*r*r*r**�:r**a�::***�*+ See the Conditions section of this Document for any that may apply. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM • 4 PM. / SIGNATURE OF O OR CONTRACTOR FOR HIMSELF AND OWNER ******************************************************************************************************** CONDITIONS OF APPROVAL Permit #: B07-0338 as of 11-19-2007 Status: ISSUED ******************************************************************************************************** Permit Type: ADD/ALT SFR BUILD PERMIT Applicant: WARZECHA ENTERPRISES, INC. 970-390-3674 Job Address: 1476 WESTHAVEN DR VAIL Location: COLDSTREAM iJNIT 36 Parcel No: 210312108036 Description: REPAIR ROOF AWNING Applied Issued To Expire 10/25/2007 11/19/2007 OS/17/2008 ************************************************** Conditions******************************************** Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 16 (BLDG.): (SFR) SMOKE DETECTORS ARE REQUIRED PER SECTION R313 OF THE 2003 IRC. Cond: CON0009609 1 HOUR ROOF/CEILING AND 1 HOUR BEAM/COLUMN ASSEMBLIES REQUIRED FOR VA CONSTRUCTION. COORDINATE WITH EXISTING ASSEMBLIES, PROVIDE UL, GUYPSUM OR OTHER LISTING TO FIELD INSPECTOR ************************************************************************************�******* TOWN OF VAIL, COLORADO Statement **********+****************************************++*************************************** Statement Number: R070002554 Amount: $303.06 11/19/200711:17 AM Payment Method: Check Init: LT Notation: Warzecha / ck #4292 ----------------------------------------------------------------------------- Permit No: B07-0338 Type: ADD/ALT SFR BUILD PERMIT Parcel No: 2103-121-0803-6 Site Address: 1476 WESTHAVEN DR VAIL Location: COLDSTREAM UNIT 36 Total Fees: $303.06 This Payment: $303.06 Total ALL Pmts: $303.06 Balance: $0.00 ******************************************************************************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 BUILDING PERMIT FEES 181.25 PF 00100003112300 PLAN CHECK FEES 117.81 WC 00100003112800 WILL CALL INSPECTION FEE 4.00 ----------------------------------------------------------------------------- . � ,� 75 S. F�ro�n�tage Rd. Vail, Colorado 81657 � . ,�17 L:;�� c � �;� Email address: Contractor Signature: u APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSI� J� �� j�� Project #: Building Permit #: ��3��i��„.��`��i��t�;�� . � � � � � TOWN OF VAIL BUILDING PERMIT APPLICATION Separate Permits are required for electrical, plumbing, mechanical, etc.! CONTRACTOR INFORMATION � �� ,,.. Town of Vail Reg. No.: Cont,��t Person and Phone #'s: r � ,.�=:_ �9 r' 4�.� ` d' 1 ' � .�. r :^-' � �`,7 <J � t',1 7 . ;»'' i °` �...- ''�;z� COMPLETE VALUATIONS FOR BUILDING PERMIT (Labor & Materials BUILDING: $ �/,r' ,1 �-� ;_'f'Le PLUMBING: ELECTRICAL: $ MECHANICAL: $ OTHER:$ TOTAL: $ For Parcel # Contact Ea le Coun Assessors Otfice at 970-328-8640 or visit www.ea le-count .com ��rrr.��'�� -� �� Z I� {��.,��'��, Job Name: Job Address: C.r � _ � � �� /L , _. � � ,i }•,� , . v r,.,�. / f �/ Legal Description Lot: Block: Filing: Subdivision: Owners Name: Address: ��..�.° ry t,�, . Phone:;�- � 6 f /E' � �i'/ --.�:i✓rt $ t-"'� �. , s` ..�1 ' �' i .,<� /'' �' �,1 '� �% ,�ccla�ee�t�sig�er: Address: ��, .�9' � � Phone: �1 � Address: Phone: —� Detailed description of work: , � �• -��i y"::�z' f ��'if��ery�.��c� Work Class: New (} Addition () Remodel () Repair� De o( ) 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: No. of Accommodation Units in this building: No/T e of Fire laces Existin : Gas A liances Gas Lo s Wood/Pellet Wood Burnin No/T e of Fire laces Pro osed: Gas A liances Gas Lo s Wood/Pellet Wood Burnin NOT ALLOWED Does a Fire Alarm Exist: Yes (a/f No () Does a Fire Sprinkler System Exist: Yes () No () FOR OFFICE USE ONLY �* �3�texi��e+�e��+ied ��} _.��.� � � l�► i�� .. � � � G� � f� � Recei�re�d By; �. ,;;;-� % � �� 3 � �� F: \cdev\FO RM S\Permits\Bui Id ing\bui Idi ng__permit_4-17-2007. DOC Page 1 of 7 04/17/2007 �/'� G�t'tt1vU'fwJ 11�k1�✓jZ- J�'jS�BG�S �-Z D (�t�P�L..t.� �N�.lj .� . ; APPRO��t,� ' "� � �munity DevelopmeM QepgrtmeM '��; �;` ':?�'�� a��;� �:nd Inspection ServtC!!� se :� l � S GI .._ �'� �-- ° e ��.�'c � G��e/ie�;;,;�at3on�! F�W6d@ntiM CiOGF� ��4 .,x , ' , � � �� - ..� cr ��,:rt;ng cf a p�.^;;: shal) not bc c � � _ a r•_,� � � 1 " �.:1 c... i�.Vu) Cf, uny v1v��u�10l� a 8nY c� � _ � c�.� : 1 c,�r c, �rn..r.:,� cf tih� j�ns,. ..,� r L.< �- ..� � .� �� ;:jt�� o':?�c�c�/� ��[It^�.�.. �� i�f.� a.. . , .« .r� + • .1..11V�� yl.__`.. �.� .. ....JC.�"l �. . �u vahc�, i.`.� s.._,:�s �:.�'� _� t :.:�: � .:; r,�t�o Ottt L C'�: �:1 i , ,_ . .. _ 1 C� � 8114 Wtt ,. i .. .... ... �� .. , { � .' � -. � L. rv , . i G.: ..i G�:i3. Ti1� � . �� - - _ . :. - �. . , :_ . �� cr �: o of a s��. . . - , ttn: .._; _. , � c c. �,;� c.��..� O:�iirt�r�d P�1WS EXAlr`IfrlcR; f � - � -�---�- an�: � �� oF wa{-+. A�vv� _, �x►STING �uN�.�rTioN Ar � (�FMF:1 a �I� � I � � -- ____�'�� I;' 3'' I �-- — ED�� oF D�cK DcP�o�►E STRUCTURAL SPECIFICATIQ�IS -------.-. W u,•=� .v,� ,��c imgaaon to coniorm with soils report, field test drains before back£Iling. All footings are to beaz upon natural undisturbed soil or compacted structural fill as approved by the soils engineer. Submit copy of report to engineec 2) All foundation azound perimeter of structure shall have minimum frost protection of 48" to bottom of footing. Ali foundation walls and columns to be centered on concrete footings unless shown otherwise on plans. 3) Ali cast in place concrete must be made with Portland cement and attain minimum compressive strength of 3000 psi after 28 days (minimum compressive strength of 4000 psi after 28 days for concrete used in slabs). Desigr� based upon BUII,DING CODE REQiJIREMENTS FOR REINFORCED CONCRETE (ACI 318), 1999. Concrete placement to conform with "Construction Requirements" as defined in ACI 318. 4) Rei�forcing steel is ASTM Grade 40. Reinforcement placement shall conform to MANi.JAL OF STANDARD pRqCTICE, 2001 as prepared by CRSI. All lap splices to be mi�imum 36 baz diameters, all horizontal reinforcement to be continuous around comers and at wall in[ersections. Minimum reinforcement protection- -concrete poured against earth 3�� -conerete poured in forms 2^ -concrete slabs 1�� I � �--- I r I �r- I— A l- 52 � �-; �I {25 ' �� I i I � �! � � --�-- � �----�- �D �ovTit�i �f�D m 2� °,�X 2� O" x i o" �/ W� 5 &�P-� �N —' � ______� � I � �� 9 �� – -�– -J � � i�' � ' �ou�DATr�rv P�aN �-��-� « ff� �w� or oetter (atl lumber within 18" of finish grade must be y wolmanized). Provide solid blocking at 8'-0" on cen[er in all diaphragms. All columns to be continuous bearing to foundation. 6) Glulam materials, manufacture and quality control shall conform to STANDARD SPECIFICATIONS FOR STRUC'I`1JRAL GLUED LAP,IINATED TIMBER OF SOFTWOOD SPECIES, AITC 117-2004 and TIMBER CONSTRUCTION MANtJAi- (5`n edition) as prepazed by AITC . Simple span beazns shall be Combination Symbol 24F-V4 with no camber. Adhesives shall conform to the requirements for wet conditions of service. 7) Structural steel shall be ASTM A36 or better except, tube steel columns which shall be A500 Grade B(Fy=46 ksi) or better, anchor bolrs and bolts shall be A307 or better. All structural steel is to be detailed, fabricated, painted and erected in accordance with AISC STEEL CONSTRUCTION MANUAL, 2005 and CODE OF STANDARD pRqCTICE. All weiding to be performed by a certified welder and conform to AISC and AWS STRUCTURAL WELr�ING CODE, 2000, all electrodes to be EE-70XX . Grout beneath all base plates and beam bearing plates shall be non-shrink epoxy with minimum 28 day compressive strength of 5000 psi. All Trubolt Wedge Anchors to be installed ac�.ording to manufacturer's specifications and details. 8) Sheath roofs with 5/8" plywood with minimum span ratiag of 40/20 or better. Nail ptywood with 8d @ 6" oc at panel edges and 12" oc at intermediate members. 9) Live loads used for design- -Roof-80 psf snow. -Floor-40 psf residential. -Deck-100 psf. -Wind-90 mph (3 second gust), Exposure B. -Earthquake-Zone GIBC. _� W 61n -� �; �_` < ��}. �� ,�,"� ��y &� � � �,�ti� a �., �`J'�Na. G p�i � � � � � � ,;;� k .t'�� X15T►N(� �ouNp�tlo�r ir� �Mk�N TC�I�L -��4» _ 1, _ �„ . v� r�u constructton must comply with the 2003 Intemational Building Code as adopted by the Town of Vail Building Department and the "General Conditions of the Contract for Construction" (AIA Document A201). Ali construction must be completed within the tolerances described in the "Residential Construction Performance Guidelines" as prepared by the NATIONAL ASSOCIATION OF HOME BUILDERS. 11) All beams, joists, and rafters are to bear upon walls or beams, or be hung with SIMPSON Strong-Tie hangers or approve equals. 12) All structural members are shown in their final positions properly braced and supported; during construction it may be necessary to temporarily shore portions of the structure while other portions are being constructed. Contact the engineer for consultation as required. 13) General Contractor is responsibie for all non-specified connections, contact engineer for details as required. The engineer is to approve ail structural substitutions. 14) General Contractor is to coordinate all diaphragm penetrations (i.e., clilmneys, plumbing, sewers, etc.) through floors, walls, roofs and foundation walls with appropriate sub-contractors. General Contractor is responsible for the means, methods, techniques, sequences, procedures, workmanship, seasonal scheduling and job-site safety associated with this project. The General Contractor is to verify all dimensions and elevations with the architectural drawings. Notify engineer of all conflicts and omissions between various elements of the working drawings and the existing conditions prior to commencing with that portioi� of the project. General Contractor is to inspect remodel projects and verify prior use and proper disposal of existing materials (i.e., asbestos, etc.) as required by code. 15) All materials exposed to exterior and or moisture conditions shall be treated for these conditions (i.e., chemical treatment, staining, painting, damproofing, membranes, flashing, etc.) as required by code. All materials to be treated for fire resistance as required by code. � � Q � r •� � � � .� � �(p � M �� Q"�� W�o �� li pC U M ooQ ��> 0 � �: � f� � � a$ NO �� LL'�. 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' i '°' � i I%2" �45E �,�►'fE %Z�xlO"Xp! ��, w j 4- Y2" � kr►GEtoR F�� 14" ¢� �� BEyOND � DETAIL B �2 3��.N= I � d' �� t.�- A � V N � �� N� Q�� v L � @�AlIQ.� /}._ T a�tF;rA � d si ��/� � � . .� : � �° � � � •—+ r� �a � r � N �, �� x � �' .��,`� � � c°� °�°� � '�a � d> �� QM � �� w�� r� �C��° � �OeU � � J � oo� � o0 C� � � Q N T � 2 oF 2