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Home My WebLink AboutPRJ06-0292 B06-0207TOWN OF VAIL . 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 DEPARTMENT OF COMMUNITY DEVELOPMENT NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ADD/ALT SFR BUILD PERMIT Permit #: B06-0207 Project # PRJ06-0292 Job Address: 153 BEAVER DAM RD VAIL Status ...: ISSUED Location.....: 153 BEAVER DAM ROAD Applied ..: 07/28/2006 Parcel No...: 210107112002 Issued ... : 09/27/2006 �Pr1t V I��-pc6►� F1�►"��t ��'B�"� Lbi 3� Expires ...: 03/26/2007 OWNER JEAN J. WISENBAKER QUALIFIED07/28/2006 RESID TRUST - HAMILTON, LYNN W. 6353 KALANI PL DALLAS TX 75240 CONTRACTOR KENNETH NELSON CONTR.ACTORS 0'7/28/2006 7817 COUNTY ROAD 196 BLUFF DALE TEXAS 76433 License: 826-B APPLICANT SUZANNE/MICHAEL WISENBAKER 07/28/2006 3606 STJOHN DR DALAS TX 75205 Phone: (254) 823-6689 Phone: 214-893-1700 Description: REMODEL AND EXTENSION OF DECK ON WEST SIDE OF HOUSE AND HOT TUB Occupancy: R3 Single Family Residence Type Construction: V B Valuation: $50,000.00 Revision Valuation: $0.00 Total Sq Ft Added: 0 **********�***********�***********************�********************* FEE SUMMARY **************************�********************************* Building-------> $643.75 Restuarant Plan Review--> $0.00 Total Calculated Fees--> $1,065.19 Plan Check----> $418.44 Recreation Fee--------------> $0.00 Additional Fees----------> $�•� Investigation--> $0.00 TOTAL FEES--------------> $1,065.19 Total Permit Fee--------> $1,065.19 Will Call-----> $3.00 Payments-----------------> $1,065.19 BALANCE DUE------> $0.00 *********��***�*************�**�****************+*�******�*+*********�*****+**�******�****�*************�*******�****************�*************** Approvals: Item: 05100 BUILDING DEPARTMENT 08/14/2006 JRM Action: AP Item: 05400 PLANNING DEPARTMENT 09/05/2006 eer Action: AP Item: 05600 FIRE DEPARTMENT Item: 05500 PUBLIC WORKS ******�***�*��*�***��*****++*****+***�******�**********************************************************�******�***********�*�******************* 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. REQLTESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM-4PM. � �= � �%/ / � r �/ t'� �✓ GNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER **********�*************�***�*****�*****�*********�********************************�*****�*� TOWN OF VAIL, COLORADO Statement ********:x*�:********��x*****�:�:******�*+****+*:�***�x�:***�*******************************�***** Statement Number: R060001548 Amount: $1,065.19 09/27/200609:29 AM Payment Method: Check Init: LT Notation: Wisenbaker Vail House / ck 265 ----------------------------------------------------------------------------- Permit No: B06-0207 Type: ADD/ALT SFR BUILD PERMIT Parcel No: 2101-071-1200-2 Site Address: 153 BEAVER DAM RD VAIL Location: 153 BEAVER DAM ROAD Total Fees: $1,065.19 This Payment: $1,065.19 Total ALL Pmts: $1,065.19 Balance: $0.00 **********��***+***************�x****:�**********�x****�x*******+*****************�x*�*********** ACCOLTNT ITEM LIST: Account Code -------------------- BP 00100003111100 PF 00100003112300 WC 00100003112800 Description Current Pmts ------------------------------ ------------ BUILDING PERMIT FEES 643.75 PLAN CHECK FEES 418.44 WILL CALL INSPECTION FEE 3.00 ----------------------------------------------------------------------------- , �� ! i1�� 1 1'�� ! 75 S. Frontage Rd. Vail, Colorado 8165 ��s l� 0 APPLICATION WILL NOT BE EPTE INCOMPLETE OR UNSIG �� O�- �Z �� A Project # jv � � � Z Buildin Permit # �� 7 9 J7�-479, 2�4g {Inspec#ions) TOWN OF VAIL BUILDING PERMIT APPLICATION Separate Permits are required for electrical, plumbing, mechanical, etc.! 7 CONTRACTOR INFORMA�ON C.-s.�� ' � (�"-�i��J'��C�D � � COMPLETE VALUATIONS FOR BUILDING PERMIT Labor & Materials BUILDING: $ � ELECTRICAL: $ OTHER: $ ��`; �'7" P� 4� PLUMBING: $ MECHANICAL: $ TOTAL: $ ��i yy�-� �'„� For Parcel # Contact Ea le Count Assessors O�ce at 970-328-8640 or visit w �arcel.# � � � I _ �_-� t ° � Z. C� t� -- Z Job Name: ' � h�� Job Address: � U�rs��. ��. � �� Legal Description Lot: "3'� Block: Filing: � � Subdivision Owners Name: � �b 4 Address: - , ��,� '�/.1r-l1f�S� n .,.h:�.,,.+in,,..;.,.,.,.• n a,a.,,�.. Detailed description of work: 0 _ ��,�z� �L—:Q. �� -�- C�� i 11 i}� �' 'hone: "Z t � Z �j_ � � �tit o��r[.�_ .� �e.�. 1 E:i�.�5r ar7 Grf �r.c_l� �.-"� �1 �-"i S i' DL-: �9-i /-�e c�S� _ 1 t 7r'%�.'s' 1_ 1 yn -r �t" � � n Work Class: New ( ) Addition ( �'j� Remodel ( � Repair ( ) 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: �. No. of Accommodation Units in this building: r, � No/Type of Fireplaces Existing: Gas Appliances () Gas Logs () Wood/Pellet () Wood Burning �( I�J No/Type of Fireplaces Proposed: Gas Appliances () Gas Logs �) Wood/Pellet () Wood Burning (NOT ALLOWED Does a Fire Alarm Exist: Yes ( No () Does a Fire Sprinkler System Exist: Yes () No (+.-j- i� _ i.. ;, _ FOR OFFICE USE ONLY �;, ;; T e of Construction: ' Date Received: i� �� '� �I , Occupancy Group: . Accepted By: �' ;' j ��s l � , �.� Y rn TOW�!'�� '�!�{L F:\cdev\FORMS\Permits\Building\buildin9�ermit.DOC Page 1 of 16 02/09/2005 S TOWN OF VAIL 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE DEPARTMENT OF COMMUNITY DEVELOPMENT THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ADD/ALT SFR BUILD PERMIT Job Address: l53 BEAVER DAM RD VAIL Location.....: 153 BEAVER DAM ROAD Parcel No...: 210107112002 OWNER JEAN J. WISENBAKER QUALIFIED07/28/2006 RESID TRUST - HAMILTON, LYNN W. 6353 KALANI PL DALLAS TX 75240 CONTRACTOR KENNETH NELSON CONTRACTORS 07/28/2006 7817 COUNTY ROAD 196 BLUFF DALE TEXAS 76433 License: 826-B APPLICANT SUZANNE/MICHAEL WISENBAKER 07/28/2006 3606 STJOHN DR DALAS TX 75205 Permit #: B06-0207 Project # PRJ06-0292 Status . . . : Applied . . : Issued . .. : Expires . ..: ISSUED 07/28/2006 09/10/2007 09/26/2007 Phone: (254) 823-6689 Phone: 214-893-1700 Description: REMODEL AND EXTENSION OF DECK ON WEST SIDE OF HOUSE AND HOT TUB Occupancy: R3 "Type Construction: V B Valuation: $50,000.00 Single Family Residence Revision Valuation: $0.00 Total Sq Ft Added: 0 *�*+rr++**�***�*+****+s+**�*****r*�a*+�***s*�*********�**s**s***�*** FEE SUMMARY *r***r**►**r*++**s�*r******r�**r+�*ar**�*s*►s*++�**r*****r*s Quilding-------> $643.75 Restuarant Plan Review--> $0.00 Total Calculated Fees--> $1,121.19 Plan Check----> $418.44 Recreation Fee--------------> $0.00 Additional Fees----------> $0.00 Investigation--> $0.00 TOTAL FEES--------------> $1,121.19 Total Permit Fee--------> $1,�2�.�9 Will Call------> $4.00 Payments----------------> $1,121.19 BALANCE DUE-------> $0.00 �K*�##t*#R*#+k�4�k:k#�+FM#�k*#4#R�4i+k#�#*�**#+k��*#*#**�k#+k*t#�f#*+k►***�kk��it*�**#f+kk**f*#*4�k#*#�k#+k�#�k#+k1*#+k#��#*+k�*#k#��*#*#�4�k**#��k#MRR*#t#�R**4#*#*## Approvals: Item: 05100 BUILDING DEPARTMENT 08/14/2006 JRM Action: AP 09/10/2007 JRM Action: AP REVISION APPROVED ( FOOTER DETAIL AND ADD 1 MORE) Item: 05400 PLANNING DEPARTMENT 09/05/2006 eer Action: AP Item: 05600 FIRE DEPARTMENT Item: 05500 PUBLIC WORKS �:*�**.*.*.�*+*.*.**.**..**.�+�..*.*:.***��*.*.*:*.�..+*.****«..*...*�******�►�►��*+�..*.**.#.:*:..:.+�:.**...*.*«*.*..*:*:**��.�«.�.�+�*.*...�+ See the Conditions section of this Document for any that may apply. i 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 HOLJRS IN ADVANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM � 4 PM. ,�/ � -er" _ `""'- TURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER ******************************************************************************************** TOWN OF VAIL, COLORADO Statement **********************************************************�*****+*************************** Statement Number: R070001812 Amount: $56.00 09/10/200712:15 PM Payment Method: Check Init: LC Notation: #1970/KENNETH R. NELSON ----------------------------------------------------------------------------- Permit No: B06-0207 Type: ADD/ALT SFR BUILD PERMIT Parcel No: 2101-071-1200-2 Site Address: 153 BEAVER DAM RD VAIL Location: 153 BEAVER DAM ROAD Total Fees: $1,121.19 This Payment: $56.00 Total ALL Pmts: $1,121.19 Balance: $0.00 ****************************************�**********************+**************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ PF 00100003112300 PLAN CHECK FEES 55.00 WC 00100003112800 WILL CALL INSPECTION FEE 1.00 ----------------------------------------------------------------------------- � e APPLICATION WILL NOT BE EPTED IF INCOMPLETE OR UNSIGNE ✓ b� Q� Building Permit # � .-', � M �7.,�4�'��'��#� ��4��) �� REVISION TO TO O VAIL BUILDING PERMIT Separate Permits are required for electrical, plumbing, mechanical, etc.! 75 S. Frontage Rd. Vail, Colorado 81657 ***All Revision submittals must include the Field Set of approved pla will be preformed unti.l the revisions are approvE CONTRACTOR INFORMATION COMPLETE REVISIONS EVALUATIONS FOR BUILDING PERMIT Labor & Materials REVISED AMOUNT: $ ELECTRICAL: $ OTHER: $ � PLUMBING: $ MECHANICAL: $ REVISED TOTAL: $ For Parcel # Contact Eag/e County Assessors Office af 970-328-8640 or visit www.eaqle-county.com �?�'�et,_# �iC)� .� i (• l �. . r0� � Job Name: ,� " � �� Job Address: � �; � ��V��- �� i,,� �� 5��'`��c,,��_/" Vr.7� � l.�ca� Legal Description Lot: � "%' Block: � / Filing: � Subdivision: � ,`� � �,� �. O ers Na � 1 Address: ' Phon , ��c � �c '%S�l��.�e�✓+ G� c'.r' ar.�►.+�s w,✓c ws.��. Architect/Designer: Address: �.�� Jln..s', Tj� .'7 `��` J� Phone: tng�f: � ( u � 1'''3 �� REASON FOR REVISIONS: %�rXcl'�t.�t--..� �;T �i�!_F 4=•XTfn��,�t', Work Class: New ( ) Addition (�) Work Type: Interior ( ) Exterior (� 0 ,� � . . +. �ilc�lc+,tr l c^ r aT� �K'� Y� o�il. � t L� � r, ��lin f�!'y'• �; t' � 1 i�! � � c'+ Remodel ( ) Repair ( ) Demo ( ) Other ( ) Both () Does an EHU exist at this �ocation: Yes ( ) No ( Type of Bldg.: Single-family () Two-family () Multi-family () Commercial () Restaurant () Other ( � No. of Existing Dwelling Units in this building: � 1, K� r-� No. of Accommodation Units in this building: �y'�� No/Type of Fireplaces Existing: No/Type of Fireplaces Propose� Does a Fire Alarm Exist: Yes Gas A I Gas A Nol iances nces Gas Logs ( ) Wood/Pellet ( Gas Logs ( ) Wood/Pellet ( —� Does a Fire Sprinkler Wood Burning (1.) Wood Burning (NOT ALLOWED stem Exist: Yes ( ) No ( ✓r ***************************** *****FOR OFFICE USE ONLY*'�`**��`* � Date Received: Permit Fee 10 : Plan Ck Fee 80 : Accepted By: Permit Fee (11): Plan Ck Fee (81j: Outsourced Terms: �r� � l 4/18/2007 F:lcdev\FORMS\Permits\Building\building_revision_4-18-2007.doc Page 1 of 1 ��rL TOWN OF VAIL 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 DEPARTMENT OF COMMUNITY DEVELOPMENT NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ELECTRICAL PERMIT Job Address: 153 BEAVER DAM RD VAIL Location.....: 153 BEAVER DAM ROAD Parcel No...: 210107112002 Legal Description: --� �� _� �c� � Project No : OWNER JEAN J. WISENBAKER QUALIFIEDIO/04/2007 RESID TRUST - HAMILTON, LYNN W. 6353 KALANI PL DALLAS TX 75240 APPLICANT WHITE RIVER ELECTRIC 10/04/2007 P O BOX 1118 AVON CO 81620 License: 145-E CONTRACTOR WHITE RIVER ELECTRIC 10/04/2007 P 0 BOX 1118 AVON CO 81620 License: 145-E Permit #: E07-0261 �UG C_) aC G i Status . . . : ISSUED Applied . . : 10/04/2007 Issued . . . 10/09/2007 Expires . .: 04/06/2008 Phone: 970-949-1403 Phone: 970-949-1403 Desciption: INSTALL NEW LJNDERGROUND ELECTRICAL SERVICE; REPLACE EXISTING 200 AMP SERVICE WITH 400 AMP METER/MAIN Valuation: $0.00 Square feet: 3345 ++r**+*+**�***►�r*****+*►�*�*��s+*��:��********�+**+**«r*�r**++*�+s* FEE S UMMARY »**�r:*t**+*t***�**�*+++�*�*�********�*�»�r**r►*+***�**►��*s� Electrical---------> $15 0. 65 Total Calculated Fees--> $154 . 65 Investigation----> $ 0. 0 0 Additional Fees----------> $ o. 0 0 Will Call---------> $4 . oo Total Permit Fee--------> $i54 . 65 TOTAL FEES--> $154 .65 Payments------------------> $154.65 BALANCE DUE--------> $ o. o 0 .s��s«►a*s:r*r*r�+s�s:rr*rs****.*►*.*****�*:*+**s*rx****s*s*s******■**+�**r****�*.*********.►***:***+**�****a+****+*******�*«*�*►t*s�**t****.**r**. Approvals: Item: 06000 ELECTRICAL DEPARTMENT 10/04/2007 shahn Action: AP Item: 05600 FIRE DEPARTMENT **.*��.*�*�*�.*.*.*�**�**.*«...*�*�.�,*,:****�.*,��***..+*.*.*.**.*+**.*.:,.*.*.�.***+***:*.*�.*«****:*s..***�.*.****.*.+**,***+..:*..«..*.+�,.*. CONDITIONS OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. r*+r:*�rr:*s*�****a****r**+***rr:*r:*r*�*�*�*�►*+*r*r*******:****►*�*******r�**�«****�******�****�►***�*�*�****�***x****►***s*a**►*►*►**a******** 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. TURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER *�****************************************************************************************+* TOWN OF VAIL, COLORADO Statement ******************************************************************************************** Statement Number: R070002150 Amount: $154.65 10/09/200704:02 PM Payment Method: Check Init: DDG Notation: White River Electric 16998 ----------------------------------------------------------------------------- Permit No: E07-0261 Type: ELECTRICAL PERMIT Parcel No: 2101-071-1200-2 Site Address: 153 BEAVER DAM RD VAIL Location: 153 BEAVER DAM ROAD Total Fees: $154.65 This Payment: $154.65 Total ALL Pmts: $154.65 Balance: $0.00 ****************************************************************************************+*** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ EP 00100003111100 ELECTRICAL PERMIT FEES 150.65 WC 00100003112800 WILL CALL INSPECTION FEE 4.00 ----------------------------------------------------------------------------- Oct 04 07 09:48a 1 Beck Bui�ding Company 970-328-0844 p.1 APPLICATION WILL NOT B� ACCEPTED IF INCOMi�E.ETE OR UN&EC��"ItcJ ��r 4� � Z Project #: Building Permit #: , x• � � Electrical Permit #: � , • � 970-479-2149 (Inspections) �� 7 . Frontagc Rd. �/ I, Colorad 81 7 � � , CONTRACTOR INFaRMATION Electrical Cantractcr: Town of Vail Reg. No.: Contact Person and Phone #'s: w µ► r� R► J��, ��t-TR� � ►�-{- 5� 2 i c.-1� G-�a �`3 70 - 37 h- loo E-1►�ail Address: ,r� c�G ��k ��'� ve./�c.iecJ-r►.�. Gvnn.Fax#: 9�-v - 92.b- 5d�.� Contractor Signature: � I � COMPLETE SQ. FOOTAGE FOR AREA OF WORK AND VALUATION OF WQF�K (Labor & A7aterials) \ AMOUNT aF SQ Ff IN STRUCTURE: �.3 �%S ELECTRICAL VAI.UATION: $ S, a,� � ��x�**,��;�**x**x�*xxxx***xxx***xx�x�*xFOR OFFICE USE ONLY*��xxx**X�*�x,�x**xxxK�*x*�xxx*xx�*x*x I F: \cdev�FORMS1Permits\Building�electical_perrr,lt_11-23-2�05.D��C Page 1 of 2 11�23J2005 B06-0207 : Entries for Item:90 - BLDG-Final 09:03 11/21/2012 Action Comments By Date Unique_ Ke DN no one home NSC 09/19/2008 A000117 787 AP Deck construction completed. Ok. JGG 09/25/2008 A000118 030 Total Rows: 2 Page 1 B06-0207 : Entries for Item:533 - PLAN-TEMP. 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Town �f `UaR! ' �� ■ " � �*�:� .w N � � � i� 3% � �1 ��; ul ,c L� x � v ��- #4 �s 6 +� w � , � �,��,�" O N J � O r (,� N 1�A _: N � '� � � � d � � �� ■� � � � C •� a> L _ Z 0 �� o� QaZ OJQ �°C�Q W'��O �ac~� wYU U Wa�� 1m0°> Q�M N1T� i, . W � � � S1 STRUCTURAL SPECIFICATIONS 1) Foundation design based upon assumed maximum soils bearing capacity of 1500 psf to be verified by a soils engineer at the time of excavation. All footings aze to bear upon natural undisturbed soil or compacted shuctursl fill as approved by the soils engineer. Submit copy of report to structural engineer. 2) All foundation azound perimeter of structure shall have minimum frost protection of 48° ro bottom of footing. All foundation walis and columns to be centered on concrete footings unless shown otherwise on plans. 3) All 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). Design based upon BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318), 1999. Concrete placement to conform with "Conslruction Requirements" as defined in ACI 318 4) Reinforcing steel is ASTM Grade 40. Reinforcement placement shall conform to MANUAL OF STANDARD PRACTICE, 2001 as prepazed by CRSI. All lap splices to be minimum 36 baz diameters, all horizontal reinforcement to be continuous around corners and at wall intersections. Minimum reinforcement protection- -concrete poured against earth 3" -concrete poured in forms 2" -concrete slabs 1" 5) All lumber shall be wolmanized Hem-Fir #2 S4S or better (all lumber within 18" of finish grade must be wolmanized). All timbers are Doug-Fir # 1 or better. Provide solid blocking at S'-0" on center in all diaphragns. All columns to be continuous bearing to foundation. 6) Glulam materials, manufacture and quality control shall conform to AITC Product Staz�dard PS 56-73, STRUCTURAL GLUE LAMINATED TIMBER and LAMINATING SPECIFICATIONS, AIT'C 117-84 DESIGN. Simple span beams shall be Combination Symbol 24F-V4 with no camber. Continuous or cantikvered ixams shall be Combination symbol 24F-V8 with no camber. Adhesives shall conform to the requirements for wet conditions of service. 7) Situctucal steel shali be ASTM A36 or better, anchor bolts and bolts shall be A307 or better. All structural steel is to be detailed, fabricated, painted and erxttd in accordance with AISC STEEL CONSTRUCTION MANiJAL, 2005 and CODE OF STANDARD PRACTICE. All welding to be performed by a certified welder �nd conform to AISC and AWS 3TRUCTURAL WELDING CODE, 2000, all electrodes to be EE-70XX . All Trubolt Wedge Mchors to be installed according to manufacturer's specifications and details. 8j Cover deoks witli 2zfi Redwoo�with 2 screws pertiearing point. 9) Live loads used for design- -Deck-100 psf. -Wind-90 mph (3 second gust), Exposure B. -Earthquake-Zone GIBC. 10) All construction must comply with the 2003 Internationai Building Code as adopted by the Town of Vail Building Depaztment and the "General Conditions of the Contract for Construction" (AIA Document A201). All construction must be completed within the tolerances described in the "Residential Construction Performance Guidelines" as prepared by the NATIONAL ASSOCIATION OF HOME BUILDERS. I i) All beams, joists, and rafters are to beaz upon walls or beams, or be hung with SIlVIPSON 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 aze being constructed. Contact the engineer for consultation as required. 13) Genera( Contractor is responsible for all non-specified connections, contact engineer for details as required. The engineer is to approve all structurai substitutions. 14) General Contractor is to coordinate all diaphragm penetrations (i.e., chimneys, 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 Conlractor is to verify all dimensions and elevations with the azchitectural drawings. Notify engineer of all conflicts and omissions between various elements of the working drawings and the existing conditions prior to commencing with that portion of the project. General Contractor is to inspect remodel projects and verify prior use and pmper 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 lreatment, staining, painting, damproofing, membranes, flashing, etc.) as required by code. All materials to be treated for fire resistance as required by code. ��E � DECK FRAMING P'LAN 1�4„ _ �,_ �� S2 � 4 STRUCTURAL SPECI�f�i4�1,QT:�S . _ _- --- -- _ _---- _ _ _--- i) Foundation design based, upon assumed maxunum soils bearing capacity of I500 psf to be verified by a soils engineer at the time of excavation. All footings arc to bear upon natural undisturbed soil or compacted structural fill as approved by the soils engineec Submit copy of report to slructural engineer.' 2) All foundation azound perimeter of structuie shall have minimum &ost protection _ of 48" to bottom of footing: All founda6on walls and columns to be centered on concrete footings unless shown otheiwise on plans. 3) All cast in place concrete must be made with PoRland cement and attain minimum compressive strongth of 3000 psi after 28 days (minimum compressive strength of 4000 psi after 28 days for concrete used in slabs). Design based upon BUII.DING CODE REQUIItEMENTS FOR REINFORCED CONCRETE (ACI 318), 1999. Concrete placement ro conform with °ConsWctian Requirements" as defined in ACI 318 4) Reinforcing steel is ASTM Grade 40. Reinforcement placement shall conform to MANUAL OF STANDARD PRACI'ICE, 2001 as prepazed by CRSI. All lap splices to be minimum 36 bar diameters, all horizontal reinforcement to be continuous around comers and at wall intersections. Minimum reinfprcement pmtection- -concrete poured against earth 3" -concrete poured in fom�s 2" -concrete slabs 1" 5) All lumber shall be wolmanized Hem-Fir #2 S4S or better (all lumber within 18" of finish grade must be wolmanized). All timbe�s aze Doug-Fir #1 or better. Provide solid blocking at 8'-0" on center in all diaphragms. All columns to be continuous bearing to foundation. 6) Glulam materials, manufacture and quality control shall conform to ATfC Product Standazd PS 56-73, STRUCT'URAL GLUE LAMINATED TIMBER and LAMINATING SPECIFICATIONS, ATTC 117-84 DESIGN. Simple span beatns shall be Combination Symbol 24F-V4 with no �amber. Continuous or cantilevered beams shall be Combination symbo124F-V8 with no camber. Adhesives shall conform to the requirements for wet conditions of service. 7) Structural steel shall be ASTM A36 or better, anchor bolts and bolts shall be A307 or better. All struchual steel is to be detailed, fabricated, paintal and " � erected in accordance with AISC STEEL CONSTRUCTION MANUAL, 2005 and CODE OF STANDARD PRACT'ICE. All welding to be performed by a certified welder and conform to AISC and AWS STRUCTCTRAL WE�.DING CODE, 2000, all electrodes to be EE-70XX . All Trubolt Wedge Anchors to be installed according to manufacturer's specifications and details. 8) Cover decks with 2x6 Redwood with 2 screws per bearing point. 9) Live loads used for design- -Deck-!00 psf. -Wind-90 mph (3 second gust), Exposure B. -Earthquake-Zone C-IBC. 10) All construction must comply with the 2003 International Building Code as_ .. adopted by the Town of Vail Building Depariment and the "General Conditions of the Conhact for Construction" (AIA Document A201). All construction must be compieted wiUun the tolerances described in the'Residential Construction Performance Guidelines" as prepared by the NATIONAL ASSOCIATION OF HOME BUII.DERS. 11) All beams, joists, and rafters are to beaz upon walls or beams, or be hung with SIIvIPSON Strong-Tie hangers or approve equals. 12) All sttuctural members are shown in their final positions properly braced and suppoRed; during construction it may be nceessary to te[nporarily shoro portions of the structure while other portions aze being wnstructed. Contact the engineer: for consultation as required. 13) General Contractor is responsible for all non-specified connections, contact � engineer for details as required. The engineer is to approve all structural substitutions. 14) General Contractor is to coordinate all diaphragn penehations (i.e., chimneys, plumbing, sewers, etc.) through iloors, walls, roofs and foundation walls�with appropriate sub-conlractors. General Contractor is responsible for the means, methods, techniques, sequences, procedures, workmanship, seasonal scheduling and job-site safety associated with this project. The deneral Contractor is to verify all dimensions and elevations with the architecrival drawings. Notify engineer of all conflicts and omissions between various elements of the working drawings and the existing conditions prior to commencing with that portion of the project. General Contractor is to inspxt rcmodel projects and verify prior use and proper dispusal of existing materials (i.e., asbestos, ctc.) 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. b ��j FJXI'SZ1NG � rto p-�PtiN ED�GE �F �-xiSnN� � -- � �� T RS I � �� a I� �� 2 Ix (12I�� Y�b �t` oa ��. s'�� x ►3Yz '�f` - � m x � �� i G � � � I � I � o II � 1 Y '� . � I � ■ bt� � I �k ( �\ I � I �/ i� � i �a x I� oR 6� n.r�i� _ NANG � v 0 i _ — � � � �2-s�� X �• (,RC� BovcS � i�� .�, � �� b i R; b X � 'N N � X �i- � � � I � � � � 3/,}_ x l3`/2 � � �M M i�� v — L� , o �� I/— � '` � '� - v� 0 � Z �- �' I Y O x � � � u 4 � �- I�- x I•� � 6►- 3'�8 x13Y2 � N \�> � —��t/ —�� - G� 3� --��. `/3, t \ �/ / \ � / � �1N� / �� * \\ // '� / o� � ��E oF D�G� �jl0+ /�K� ��j DECK FRAMING PL.AN 1 /4" = 1' - 0" Q N J � Q T � � O v � � � � .� � N N N �r� � 'd etit $ N A O .� � O '� d> Z 0 � 0 � QQZ 0-J Q ��u�� LL!`=}O �wYO UV W�QOJ �1mC°_> MT� .. . i.i.i � � � S2