The URL can be used to link to this page

Home My WebLink AboutB06-0123TOWN OF VAIL 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 Job Address: Location. . . . . . . . Parcel No....: NOTE DEPARTMENT OF COMMUNITY DEVELOPMENT THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ADD/ALT COMM BUILD PERMT 20 VAIL RD VAIL VERBATIM BOOKS 210108280001 OWNER SONNENALP PROPERTIES INC 20 VAIL RD VAIL CO 81657 APPLICANT ROBERT AIKENS CONTRACTOR RYAN'S CARPENTRY 955 RED SANDSTONE RD. #5B VAIL COLOR.ADO 81657 License: 852-B 05/16/2006 05/16/2006 05/16/2006 Permit # B06-0123 Project # PRJ06-0193 Status . . . . Applied .. . : Issued . . . . Expires.....: Phone: 476-0808 Phone: 476-3679 Desciption: VERBATIM BOOKSELLERS-NEW CEILING, INSTALLATION OF CARPET, INSTALLATION OF BOOKSHELVES AND MINOR ELECTRICAL Occupancy: M Type Construction: I-B Valuation: $7,000.00 Revision Valuation: $0.00 Add Sq Ft ISSUED OS/16/2006 06/02/2006 11/29/2006 �1� 1 � �� _ 0 ******************************************************************** FEE SUMMARY ********************************�*******************�******* Building------> $139.25 Restuarant Plan Review--> $o. 00 Total Calculated Fees--> Plan Check---> $232 . �6 $ 9 0. 51 Recreation Fee------------- > $ o. 0 0 Additional Fees----------> $ o. 0 0 Investigation-> $o . 00 TOTAL FEES-------------> $232 . 76 Total Permit Fee---------> $232 . 76 Will Call-----> $3 . 00 Payments------------------- > $ 2 3 2. 7 6 BALANCE DUE---------> $0. 00 *************************s�*****************************�******************************************�****************«*�*****�*�****************** Approvals: Item: 05100 BUILDING DEPARTMENT 06/02/2006 cgunion Action: AP Item: 05400 PLANNING DEPARTMENT 05/16/2006 JS Action: AP ALL WORK TO BE INTERIOR Item: 05600 FIRE DEPARTMENT 05/18/2006 JJR Action: AP ****«****�*«**************************************************************��*****«***************************************************�******+**** See the Conditions section of this Document for any conditions that may apply to this permit. 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 *�*�****��**��**********��********�***��**�******�**********�**�******�****��**�*****�**�*****��*�***� CONDITIONS OF APPROVAL Permit #: B06-0123 as of 06-02-2006 **�x*��:�x�***��x**�*�x***�x*��**�*�x*�:***��x*********�**�x*�x�********�:****�*:�***�**�* S�*�*�x*�*� �ED *�*��x*��x*��: Permit Type: ADD/ALT COMM BUILD PERMT Applicant: ROBERT AIKENS 476-0808 Job Address: 20 VAIL RD VAIL Location: VERBATIM BOOKS Parcel No: 210108280001 Description: VERBATIM BOOKSELLERS-NEW CEILING, INSTALLATION OF CARPET, INSTALLATION OF BOOKSHELVES AND MINOR ELECTRICAL Applied To Expire OS/16/2006 Issued: 06/02/2006 11 /29/2006 �x�x**��x**�x��:*�:��x�x**��x��x*�:��**�****�*****��x*�x** *****�x*�x****�***�*��*�*�x**�x*�x�:**�x�x*�**x�**�:**�x*** Conditions: Cond: 1 (FIREj: FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE STARTED. Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 14 (BLDG.): ALL PENETRATIONS IN WALLS, CEILINGS, AND FLOORS TO BE SEALED WITH AN APPROVED FIRE MATERIAL. Cond: 40 (BLDG): (MFR/COMM) FIRE ALARM REQUIRED PER NFPA 72. 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 ADVr�NCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM. � � � U��.Q ,� SIGNATURE OF FOR HIMSELF AND OWNEF ******************************************************************************************** TOWN OF VAIL, COLORADO Statement *****************************************************************************:��************:� Statement Number: R060000739 Amount: $232.76 06/02/200602:50 PM Payment Method: Check Init: LT Notation: Verbatim Booksellers / #2564 ----------------------------------------------------------------------------- Permit No: B06-0123 Type: ADD/ALT COMM BUILD PERMT Parcel No: 2101-082-8000-1 Site Address: 20 VAIL RD VAIL Location: VERBATIM BOOKS Total Fees: $232.76 This Payment: $232.76 Total ALL Pmts: $232.76 Balance: $0.00 ******************************************************************************************** ACCOUNT ITEM LIST: Account Code -------------------- BP 00100003111100 PF 00100003112300 WC 00100003112800 Description ------------------------------ BUILDING PERMIT FEES PLAN CHECK FEES WILL CALL INSPECTION FEE Current Pmts 139.25 90.51 3.00 t . � 1�l1� �f YluL � , 75 S. Frontage Rd. Vail, Colorado 81657 � APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UN ��D� ('� �_ r� (�� Project #: v I Building Permit #: �` 3 970-479-2149 (Inspections) TOWN OF VAIL BUILDING PERMIT APPLICATION Separate Permits are required for electrical, plumbing, mechanical, etc.! CONTRACTOR INFORMATION COMPLETE VALUATIONS FOR BUILDING PERMIT Labor 8� Materials BUILDING: $ � ��,�. �`�'=' ELECTRICAL: $ � SG"�G'. C'� OTHER: $ ; S��• ``�' PLUMBING: $ f�f MECHANICAL: $ fZj TOTAL: $ /��, �� For Parcel # Confact Ea /e Counf Assessors O�ce at 970-328-8640 or visit www.ea le-count .com Parcel # o�1C�10�2..�'�� ► Job Name: ]. Job Addres : (, LI�L'l.t.`�-�►� '�jc.�k5� l �e rj ao �O� `�Q� �� -l-�� p� `� l b5 Legal Description Lot: ( Block:S � Filing: Subdivision: Sa►s1�-2�JCa,\ Ow r Na � Ad�ss: S�� Phone: _�g�$, S Architect/D signer: Address: � Phone: "Q t; oe. 1 S oc s oo a��der o30 303- Engineer: Address: Phone: Detailed description of work: -� ►N��•' ��« hc. c� c` "�'ew c e� I•" , l N s hr �� o� �u r e.7�. -x N s�.n � � a F �f3cx� k s�� vPs Work Class: New (dj Addition ( ) 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 (✓f � 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 Ap liances Gas Lo s Wood/Pellet Wood Burnin NOT ALLOWED Does a Fire Alarm Exist: Yes (,�}- No () Does a Fire Sprinkler System Exist: Yes ( No () FOR OFFICE USE ONLY Type af Construction: � Date Received: Occupancy Group: � Accepted By: F:\cdev\FORMS\Permits\Building\building�ermit.DOC Page 1 of 16 D = I, MAY 15 2006 i , -P-�-,�;�;n� �;� �.ir�.�t. . 02/09/2005 � � TOWN OF YAIL . � ASBESTOS TESTING REQUIREMENTS THE TOWN OF VAIL AND STATE OF COLORADO DEPARTMENT OF PUBLIC HEALTH REQUIRE ASBESTOS TESTING ANY TIME WHEN MORE THAN 160 S.F. OF MATERIAL WILL BE DISTURBED OR REMOVED. AN ASBESTOS TEST AND REPORT IS REQUIRED TO BE SUBMITTED WITH YOUR BUILDING PERMIT APPLICATION FOR ALL REMODEL, ADDITION OR OTHER PRO)ECTS INVOLVING ANY DEMOLITION OR REMOVAL OF BUILDING MATERIALS THAT MAY CONTAIN ASBESTOS. BUILDINGS CONSTRUCTED AFTER OCTOBER 12, 1988 THAT HAVE NO ASBESTOS CONTAINING MATERIALS ARE DCEMPT. A COPY OF THE REPORT MUST BE SUBMITTED WITH YOUR BUILDING PERMIT APPLICATION • I have included the asbestos test and report with my building permit application applicant signature � date • I certify my project will not disturb or remove more than 160 s.f. of building material. The construction plans submitted with my application clearly indicate this information. (This will be verified during plan review, and will delay your project if found to be inaccurate) applicant signature � date • The building was constructed after October 12, 1988. The date of construction was 00 � original construction date ' � 6 a ca ture te F:\cdev\FORMS\Permits\Building\building�ermit.DOC Page 4 of 16 02/09/2005 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 ELECTRICAL PERMIT Job Address: 20 VAIL RD VAIL Location.....: VERBATIM BOOKS Parcel No...: 210108280001 Project No : .> �� j � - � l�t "� OWNER SONNENALP PROPERTIES INC 20 VAIL RD VAIL CO 81657 APPLICANT EAGLE VALLEY ELECTRIC P O BOX 1116 VAIL CO 81658 License: 156-E 06/13/2006 06/13/2006 Permit #: E06-0095 ��-�1'�� Status . . . : ISSUED Applied . . : 06/13/2006 Issued . . . 06/ 14/2006 Expires . .: 12/11/2006 Phone: 970-827-5772 CONTRACTOR EAGLE VALLEY ELECTRIC 06/13/2006 Phone: 970-827-5772 P O BOX 1116 VAIL CO 81658 License: 156-E Desciption: VERBATIM BOOKSELLERS-INSTALL LIGHTING AND RECEPTACLE POWER FOR TENANT FINISH Valuation: $1,900.00 Square feet: 0 ****************************�************************************** FEE SUMMARY *********�************************************************** Electrical---------> $57. 50 Total Calculated Fees--> $60.50 DRB Fee-------> $o. 0o Additional Fees----------> $0. 00 Investigation----> $o. 00 Total Permit Fee--------> $60.50 Will Call---------> $3 . 00 Payments------------------> $60.50 TOTAL FEES--> $60.50 BALANCE DUE--------> $0.00 ************************�:***************�:********************************************************************************a*************�********a Approvals: Item: 06000 ELECTRICAL DEPARTMENT 06/13/2006 shahn Action: AP Item: 05600 FIRE DEPARTMENT **********�********************+*******************************�***********************************************************�*******«************* CONDITIONS OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. *�*********�******************************«*************************************************�******************************************+***«***** 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 I ADVANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM. --- - ,`r`-��'� . / ********�*********************************************************************************** TOWN OF VAIL, COLORADO Statement **+***********�x***************************************************************************** Statement Number: R060000795 Amount: $60.50 06/14/200610:02 AM Payment Method: Check Init: DDG Notation: Eagle Valley electric 18950 ----------------------------------------------------------------------------- Permit No: E06-0095 Type: ELECTRICAL PERMIT Parcel No: 2101-082-8000-1 Site Address: 20 VAIL RD VAIL Location: VERBATIM BOOKS Total Fees: $60.50 This Payment: $60.50 Total ALL Pmts: $60.50 Balance: $0.00 ******************************************************************************************** ACCOUNT ITEM LIST: Account Code -------------------- EP 00100003111100 WC 00100003112800 Description Current Pmts ------------------------------ ------------ ELECTRICAL PERMIT FEES 57.50 WILL CALL INSPECTION FEE 3.00 ----------------------------------------------------------------------------- APPLiCATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGN�� (�.�!('„ � Project #: <� y T Building Permit #: . � � Electrical Permit #: ��s" ,� 970-479-2149 (Inspections) T�WNOFY� TOWN OF VAIL ELECTRICAL PERMIT APPLICATION 75 S. Frontage Rd. Vail, Colorado 81657 CONTRACTOR INFORMATION � Electrical Contractor: Town of Vail Reg. No.: Contact and Phone #'s: cel 904-5844 Eagle Valley Electric, Inc 156 E Sam Bishop 827-5772 E-Mail Address: Contractor Signature: � , � � . . � -, � . ► _ , i COMPLETE SQ. FEET FOR NEW BUILDS and VALUATIONS FOR ALL OTHERS (Labor & Materials) AMOUNT OF SQ FT IN STRUCTURE: ELECTRICAL VALUATION: $ 1, 900 . 00 Contact Ea /e Coun Assessors Office at 970-3Z8-8640 or visit www, ea le-coun . com for Parce/ # Parcel # ]ob Name: Job Address: Verbatim Book Sellers Sonnenalp Resort Addition Legal Description Lot: Block: Filing: Subdivision: Owners Name:Robert Aiken Address: Phone: 476-3032 Engineer: Address: Phone: � Detailed description of work: To install Lighting and receptacle power for Tenant Finish Work Class: New (X) Addition ( ) Remodel ( ) Repair ( ) Temp Power ( ) Other ( ) Work Type: Interior ( X) Exterior () Both () Does an EHU exist at this location: Yes () No () Type of Bldg.: Single-family ( ) Duplex ( ) Multi-family ( ) Commercial (X) Restaurant ( ) Other ( ) No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building: Is this ermit for a hot tub: Yes No x Does a Fire Alarm Exist: Yes (X ) No () Does a Fire Sprinkler System Exist: Yes (X ) No () ****�**��*,�***,�**�**�****��*********�,�*FOR OFFIC� USE ONLY**�**�****��,�*******��*****�*****�*** / --- / _ �� _. .. : Other Fees: - . � , _ ;:' � Date Received. . __ �: _ , � � o= _ �� ,' � \\Vailldata�cdev\FORMS�PERMITS\ELECPERM. DOC -, i �� iC I I � �U� 1 3 2006 � - � � i � o�rz6noo2 � ___ TOVI/f�! L; R- v`:�! � TOWN OF VAIL FIRE DEPARTMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2135 VAIL FIRE DEPARTMENT NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES Job Address: 20 VAIL RD VAIL Location.....: VERBATIM BOOKS Parcel No...: 210108280001 Project No : ��-SO� - U �`� 3 OWNER SONNENALP PROPERTIES INC 20 VAIL RD VAIL CO 81657 APPLICANT EXCEL FIRE PROTECTION, 536-31 1/2 ROAD #B GRAND JUNCTION CO 81504 License: 544-S CONTR.ACTOR EXCEL FIRE PROTECTION, 536-31 1/2 ROAD #B GRAND JUNCTION CO 81504 License: 544-5 SPRINKLER PERMIT INC INC 06/26/2006 06/26/2006 06/26/2006 Permit #: F06-0037 �� -oc:lj Status . . . : ISSUED Applied . . : 06/26/2006 Issued . . . 07/06/2006 Expires . .. Phone: 970-434-4803 Phone: 970-434-4803 Desciption: VERBATIM BOOKSELLERS-TENANT IMPROVEMENT TO EXISTING FIRE SPRINKLER SYSTEM Valuation: $1,200.00 *************�****�*********�*************************************** FEE SUMMARY **************************a*************�*********�********* Mechanical---> $0. 0o Restuarant Plan Review--> $0. 00 Total Calculated Fees---> $401. 00 Plan Check---> $350.00 DRB Fee---------------------> $0. 00 Additional Fees-----------> $0. 00 Investigation-> $0.00 TOTALFEES-------------> $401.0o TotalPermitFee----------> $401.00 WillCall----> $�-�o Payments-------------------> $401.00 BALANCE DUE---------> $ o. 0 0 ******�****�**********�****************************�*******************************�***************************************:�******************�** Item: 05100 BUILDING DEPARTMENT Item: 05600 FIRE DEPARTMENT 06/30/2006 mvaughan Action: AP CONDITION OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. ********************�****************************************************�*******************************************+*************************** 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 479-2135 FROM 8:00 AM - 5 PM. �� SIGNATU�E OF dWTVER OR C�ONTRACTOR FOK HiMS�Lr ANli uwi��r APPLlCATDON °d�/9LL �OT BE ACC�i�TE� !F I�lCaMPLETE �R UN�,G r 4!�� Prmje�t #• � �uiiding.Qer�it �:_ '�L� 3 `" � � � Sprinkier P�rrnit #: _ �..� "� 3' � � 97a-479-213� (ln�ections� ��P t�F�Ad�, TC�'+,I�IN O� V�,i� FIF�E SPRlN��.E� �ER9V1➢T �A��I�,++ATi��i Fire Sprinkler shop drawings are re+quir�d at iime of permit sube�r�ittal �nci 75 S. Frontage Rd. must include the foilowing. Perinit appiication vvill not be accepted Vail, Colorado 81657 without this inforQnation: • A Colorado Registered Engineer's stamp or N.l.C.�.T. LEV�i III (min) s#amp. • Equipment cut shests of materials. • Hydraulic calculations. • A State of Colorado Plan Registration form. • Plans must bs submitted by a Regis#ered Fire Protection Caniractor. CONTRACTaR INFORMATION COMPLET� VALUATIONS FOR ALARM PERMIT (Labor $ Materials) Fire Sprinkler: $ �D• � s:�:�:;�:�:�**��::�**k*****:�*��:****:��**,�**t*:�*FOR OFFICE USE � � ��J � . Othe� Fees: Date P�ublic 1�Vau Permit Fee: l Acc� �.�Vail\data\cdev\FORMSIPERMlTS\SPRKP ERNI.DOC x*��*��r�c**��x*:tx�:��*�t*:t:�+t:�+,r+:r�::a*:� �.� , ��.x, F ��.��'A��7i t`eceived: _� �� ited B : � , . 9�01td � �'�� ----- ------ _ � �2+ �v ��+�.� y� �i'€�e: o�,z�.;�ao� f �S v`l9� ��e: 6 " � -?�Qi . ac 1 7. ��' ? ��..�__..�:_ r .........:..... � JobNumber:l �� f�;' �nyu� auu�. VYCI V IGVV � Re ortDescri tion� REMOTE AREA 1 Job� � � .'� < ,:. �. �� ' �Eric Slater � - - - ---- -- - - - -- ---- - --- -- � ---- - - Pno�. F� aSonnenalp Resort 970-434-4803 � 9 0133 -08�2 ne,.,, , su�. c.mr�roni�Kensa N��,e., ., % V Verbatim Book Store #90020 Mtlnss 3 AHJ — —� . 20 Vail Road Vail Fire Department cav sa�. zrocoa. ansn. - . Vail CO 81657 _ _ ,� � f:' 3 ' d$D � .�,}+Sfetilr*, ��.. u.�a`�..��'�;�;" ,e�,,: . �,: �-�"' � '�:.C. --�-u r . . ...... . ._. ,� � ..._ .,�. .. . . ,��.� � - . _ - n,..aiww�,ao� 0.200gpm/ft� 1500.00ft' (Actual 5�7.71ft') _ rov o.m.�a�,q somin.. ort> a.. so-..�.v 5.6 K-Factor 26.00 at 21.556 � 250.00 Covanga Par Spn4Mr umb�r 0t SprinAlars LatcW�NO 130.00ft' N� Sn��m Preswre O.meM Syst�m Fbw D�m�n! 58.312 192.85 reai o�m.�a r�..,�r. a..w� 442 85 @ 58 312 +46 217 (44 2%) ' .. ;'. f :. �L ,Y ' g ` .gx� `€'�( E ': t �u: f .:. 4'-" '� h; � � � �� y�-i ��t" � � � �'` 1 q , a.. : �� . � �.. "�, '�;'f]`@C� 11�� t7t��5'v�, r� �r � �+�"�... , �`� � _ �,'� � � _ .x 3,�a,. � _ - T� ''� Node Flow(ppml Hose Flow(ppm) Static si Residuai(psi) Identifier Pressure(psi) K-Factor(K) Flow(qpm) 1 1600.00 250.00 105.300 97.000 r�►�i1.. i�1�2E Dt:pARTA�N Ap�rewd u 8nbmtttw t�- �PP�� u � �� J. ,C1, /�v�PAdb�� ' � / - D �$: �itl�8: � ( 2 � � < � � ; . .."��'�„��"k� .A..,f,.: _ .� �'= ,�m. � ��.�;� 06=23'4�:cad> . '"."" , ,;. , ;:� _ �. .., �M ��h�hi"bdx'n�. ,_ -- � ° 150 •• .-1----:�-, o ; �; ':��, , - -"��_.S-$-- g = .:- ° . •'.. :.'t�'�..-�� 0 1 � 135 _ .z-.--.. ° .• . �.::-.-=t o ..�-- ;. ;_�.�" • ,:..��"` . - 120 y �Y"� . . O�7,o L• • �'y�_•- =L� .y1 ": ��+ _ • ��YI,'.Q� (-� � ' , � �.-'' , �`,. - t s° Static Pressure 105.300 . �.--- P . . - o 0 .- ` _ - � � �� .�.:- .. -- a � � os � soo.00 s�.000 .4; ;.r-�-i - _ .•,`; o .-��': � , � so . <<r' ';, o •i: --�'_ ^`�'e ,"' a �y . .��. - ^` . i ':'_j"� e'�'�' � a , ' �� , ; l-. °'' 75 _ "� -o ___"`o+e'�' �' �, N r --�- � � . o i B _ _' • a � _____�__..' � 60 442_85 with hose stream - --- --.- - - - 192.85 @ 58.312 � ----------- ---'-' • 45 s 30 System demand curve 15 0 �b$00soo 80° � o00 � zoo ��a � soo � 8� 2000 Water Flow, gprn � [l� O M.E.P CAD, Ina ,��;� AutoSPRINK� VRS v5.�.32 06/12/2006 4:41:28PM Page 1 .�; -r Job Number: 1 L 0 M.EP CAD, Inc. '+;�t AutoSPRINK� VR5 v5.1.32 06/'12/2006 4:42:31PM Page 2 �',� i -Y�� Hydraulic Analysis � _Pi�e'Type Diameter Flow Velociry_ ___ _ HWC _____ _ Downstream Elevation Discharge K-Factor Pt Pn Upstream �:w•�•••Route'I ••••• DR 1.0870 Q=26.00 _ 8.99 C=120 _ 102 8'-0 q=26.00 K=5.6 2'1.556 25 9'-10 23.410 CM 1.0490 Q=26.00 9.65 C=�20 25 9'-10 23.410 54 9'-10 25.735 CM 1.3800 �=26.00 5.58 C='120 _ 54 9'-10 25.735 48 9'-10 25.773 ' CM 1.3800 Q=53.52 11.48 C=�20 _ i 48 9'-10 25.773 38 9'-10 28.103 CM 1.6'100 Q=81.84 _ 12.90 C=120 38 -- 9�_1� 28.'103 • 35 9'-10 30.620 CM 2.6350 Q=137.05 _ 8.06 C=I20 _ 35 9'-10 30.620 67 9'-10 31.027 CM 2.6350 Q=192.85 11.35 C=120 _ 67 9'-10 31.027 98 9'-10 32.762 CM 2.6350 Q=89.45 __ 5.26_ _ C=120 98 - 9'-10 32.762 101 9'-10 33.772 CM 3.2600 Q=192.85 7.41 C=120 -- 101 9'-10 33 772 211 9'-2 36.901 CM 3.2600 Q=192.85 _ 7.41 C=120 _ 211 9'-2 36.901 246 9'-2 37.151 CM 3.2600 Q=192.85 7.41 C=120 246 9'-2 37.151 285 9'-2 37.461 CM 32600 a=192.85__ 7.41 _ C=�20 _ 285 g'_2 - -- 37.461 299 9'-2 37. 805 CM 3.2600 Q=192.85 _ 7.41 _ C=120 _- 299 9'-2 37.805 316 9'-2 40.112 ST 4.2600 Q=192.85 4.34 C=120 316 9'-2 40.112 270 -12'-0%z 49.923 ST 4.2600 Q=89.30 2.01 C=120 270 -12'-0%s 49.923 268 _� 2�_� p 50.426 ST 6.3570 Q=192.85 1.95 __ C=120 268 - I2'-10 50.426 5 -29'-11 %z 58.177 UG 6.2800 Q=192.85 2.00 C='140 _ 5 -29'-11 % 58.177 1 -29'-11 %z 58.312 .:y►•••••Route2••••• D R 1.0870 103 8'-0 15 9'-10 CM __ 1.0490 15 9'-10 22 9'-10 CM 1.3800 22 9'-10 35 9'-10 -w.•••••Route3• ••• DR t .0870_ 104 $'-0 57 9'-10 C M t .0490 57 - - 9'-10 62 9'-10 Lm M.E.P.CAD, Inc. Q=27.20 9 40 _ q=27.20 K=5.6 Q=27.20 10.10 Q=55.21 _ 11.84 Q=27.48 9.50 q=27.48 K=5.6 Q=27.48_- -10.20-- ��AutoSPRINK� VRS v5.1.32 Friction Loss Fittings 0.177794 -- Spr(-21.556) 2E(2'-4%s), T(5'-11 0 211435 0.055609 0.211475 0218985 PO(8'-0 0.051606 0.023433 BV(9'-7%z) PO(16'-5%z). C 0.034430 0.034430 0.034430 0. BV(15'-9%z) PO(26'-41. C(26'-4) Jab Number: 1 RepoR Description: REMOTE AREA 1 � Length � Pressure � Eq. Length i Summary Total Len th -- � 4'-2 %� Pf 2.648 i 10'-8%z Pe -0.795 14'-10%z Pv 6'- Pf 2.326 I 5'-0 Pe -0.000 � 1 Y-01 Pv - --- 0'-81 Pf 0.037 Pe I 0'-8I Pv _I 11'-OI Pf 2.330 I Pe 11'-01 Pv I 3'-61 Pf 2.517 8'- Pe I 11'-� Pv 7'-'t 0 % Pf 0.406 Pe � 7'-10% Pv ' 8'-3� Pf 1735 --i 9'-7%a Pe 17'-10 %� Pv � 0'-6 % Pf 'I .010 I 42'-6 % Pe 43'-1 Pv I 55'-7 % Pf 2.841 26'-10%� Pe 0.289 82'-6 Pv 7'- ' Pf 0.250 � Pe 7'-3 Pv � 9'-d Pf 0.310 ' IPe i 9'-Oi Pv �� '10'-0� Pf 0.344 IPe 10'-0 Pv I '14'-7 Pf 2.307 52'-5 Pe ��_Z I 67'-0 Pv � 24'-2 % Pf 0.621 --�� 42'-'I %� Pe 9.191 I 66'-4� Pv 0'-9% Pf 0.156 68'-5% Pe 0.347 , _ _ _. . . ` '69'-3 Pv j 102'-10% Pf 0.336 -- 149'-7% Pe 7.415 fE(12'-7), fT(31'-5), C(37'-8%), 252'-6 Pv 3E(17'-7), GV(3'-9�/z). LtE(11'-4), BFP 0.001063 EE(11'-0'/:), GV(4'-8'/z), T(47'-3%) S C=120 0.193224 I 23.586 Spr(-23.586) I 25.103 3E(2'-4%) C=120 0229785 I 25.103 i 27.401 C=120 _ 0.223980- -- __� 27.401 �I 30 620 PO(6'-O) C=120 0.197016 _ � 24.086 Spr(-24.086) ! 25 635 3E(2'-4',�) C=120 0234294 i 25.635 I� 27.978 06!'12/2006 4:43:06PM 63'-7Y� Pf 0.135 63'-OY Pe 126'-8j Pv 4'-10� Pf 2.312 7'-1Y� Pe -0.795 � 1'-11 Y� Pv 10'-0� Pf 2.298 Pe 10'-0 Pv 8'-4 %� Pf 3 219 6'-0 Pe 14'-4Yx Pv 4'-9'I Pf 2.343 7'-1%zl Pe -0795 11'-10Yz Pv ' 10'-Oi Pf 2.343 Pe 10'-01 Pv Page 4 ,�.� 'f Job Numbec 1 �'-i� Hydraulic Analysis � Report Description: REMOTE AREA � L� M.E.P.CAD, Inc. �` �AutoSPRINK� VR5 v5.L32 Ub/lL/LUUb w vo.vorwi � oy� � 3�'f � , ,J�� Hydrauiic Analysis Pipe Type _ Diameter Flow Velocity. — -- - Downstream Elevalion Discharge K-Factor Upstream Pipe Type Legend HWC Friction Loss – — ---- pt Pn Fittings Units Legend � AC F.rm-Over Giameter Ir.cn 8L Branch Line Elevation Foot CM Cross Main Flow 9pm DN Drain Discharge gpm DR Drop Velocity fps DY Dynamic Pressure psi FM Feed Main Length Foot FR Feed Riser Friction Loss psi/Foot MS Miscellaneous HWC Hazen-Wlliams Constant OR Outrigger pt Total pressure at a point in a pipe RN Riser Nipple p� Nortnal pressure at a point in a pipe SP Sprig pq Pressure loss due to friction between points ST Stand Pipe pe Pressure due to elevation difference between indicated points UG Underground p� Veiocity pressure at a point in a pipe Job Number: t �rt Description: REMOTE AREA 1 Length ��Pressure j Eq. Length Summary Total Lenqth �i ALV Alarm Valve AngV Angle Valve b Bushing BaIV 8all Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Tum 90° cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Ee'I 11'/a° Elbow Ee2 22%° Elbow f Flow Device FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node ff FireLock(TM) Tee g Gauge GIoV Globe Vaive GV Gafe Valve Hase Hose HV Hose Valve Hyd Hydrant LtE Long Tum Elbow mecT Mechanical Tee Noz Nozzle P� Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap L Q M.E.P.CAD, Inc. <;;�'��. AutoSPRINK� VR5 v5.1.32 06/12l2006 4:43:06PM Page 6 . ' ,�,.--r '~»�� (Hydraulic Graph i Supply at Node 1 ,so 135 120 105 Static Pressure 105.300 i1600.00 a� 97.000 90 .N a v 75 � w a` 60 �442.85 with hose streams 192.85 @ 58.312 45 30 System demand curv 15 n DO �� 600 �� 1000 Mynul�cGnpM1 Supply at Node 1 Sblic Preasure 105.300 RezMU�i Preszure 1600.00 @ 97.000 Nvadab4 Wessurei'mro oITeH 104.529 @ 442.85 svv.m o.�.�.�a 192.85 @ 58.312 snNm oemana I�rcwnin9 Ha:. wow.nal 442.85 @ 58.312 1200 � �� 1600 Water flow, gpm 1800 Job Number: � 2000 b�i, � M.E.P.CAD, Inc. �,��r AutoSPRWK� VRS v5.1.32 06/12/2006 4:4326PM Page 7 r :� r �-�.� Summary Of Outflowing Devices � Job Numbec 1 -;�, Report Description REMOTE AREA 1 L OO M.E.P.CAD, Inc. si�� AutoSPRINK� VRS v5.1.32 06/�2/2006 4:42:48PM Page 3 �-Y�� HydrauGc Overview � � r,.:t Job oSonnenalp Resort nae�.:: i Verbatim Book Store _ NM1ass 2 20 Vail Road �� Sb�e Vall C� Ge�siry 0.200gpm/ft� oa o.m.�amy sw:�wr o,a M5.6 K-Factor 26.00 at 21.556 Go.en9e Pei Spnkpr � 30.��t� SM�m Prasaura ��mantl 58.312 rom�oem.�e 442.85 @ 58.312 Job Number: 1 Description: REMOTE AREA 'I Enc �Slater --- --- - ---- - — — — - — _ _ � „o�, 97D-434-4803 smm cenmauo�vtK.�.. �+��.c., . #soo2o _ _�_� ANJ Vail Fire Department ZipCetle Jo05i1� 81657 Node Flow(ppm) Hose Flow(qpm) Static si Residual(psi) 1 1600.00 250.00 105.300 97.000 �o •' ~ � F-o--� � s; `.t`, ; __ _'�,.5-�-- �? i _ : �• _. ,;��.:�_.p�,` -l� ., ... �.'�_ - o t�,.,:..=�o �_8.:: o ; • rA: �'.-g�� 1 - .,�--- - o � '�.. �,.._--- ,_� • ��t_.- . °.8 _a- �. � g xi_��'P• —��_,� t'�,'. '' o°o _ .;. ' =+ _ o - y _ �� a �.. -. � _ �� ny,e� _• i1 �., o .."` .��_ .r o . rr_; __�'_r� B'�r•'�' o i^• ' l_, • . \ •Q .i . . _ _____fo}___�' �. O +'_'.,_ -� o � g � � .-1---------�-----. . — —. ;a i L, O M.E.P.CAD, Ina ?;;� AutoSPRINK� VRS v5.1.32 pree ei App�wOOn 1500.00ft' (Actual 517.71 Ha.. se..� 250.00 H�me.. or sw��wbrs caiwi,wa 7 9yslem Flow DertsM 192.85 Fauura RasWl +46.217 (44.2%) Identifier Pressure(ASi) K-Factor(K) Flow(qpm) �VAI� �`ii�� DEpA�II?�'� �a+r�d u snbmra.a ❑ �Rpro�td u Noted �/ �� - V � � ' ✓t. Ar✓a✓! .� T1� _ �s � aS -oy9� ��@: 6 z� , o�. 150 135 120 105 Static Pressure 105.300 1600.00 97.000 90 N a °' 75 N �' 60 442-85 with hose streams a 192.85 �a 58.312 45 � 30 System demand curve 15 0 � �Zb$00soo 80° � o00 ' 200 � aoo � soo � soo 2000 Water flow, gpm 06/12/2006 4:41:28PM Page t 7 �'::-t. 1-lvrir��Iir Ci�mmani � � ,IObNURlbef:l L � M.EP CAD, Inc. =;•,�x AutoSPRINK� VR5 v5.1.32 06/�2/2006 4:42:31PM Page 2 Jab Number: 1 J ��r ' �'� �yCjl"BU�ICA.IIa�jI51S ReportDescription:REMOTEAREAI �'� ' �ric;ion Loss Lqngth 9 I Pressure Velocii HVlC _--- --I Pipe Type ____ Diameter __ Flow __ ____9 _ i E Len th � Summary Downstream Eievation Discharge K-Factor Pt Pn Fittings i Total Len th � U stream ' -II 140,10/ .� •..•• Route 1••. •• 0.177794 Pf 2.648 DR 1.0870 Q=26.00 ___ 8.99 _C=120 pe -0.795 102 8'-0 Q=26.00 K=5.6 2�.556 SPr(-21.556) � Pv 9, � � 23.410 2E(2'-4%z , T(5'-11 /�) 25 0.2'11435 I 6'-0 Pf 2.326 CM 1.0490 Q=26.00__ 9.65 C='I20 __ 5'-0 Pe -0.000 23.410 25 ---- -- 9'-10 T 5,_� i 1 �'-0 Pv 54 9'-10 25.735 I 0_055609 __ 0'-81, Pf 0.037 CM 1.3800 Q=26.00 5.58 C=120 ___ ,I Pe 54 9'-10 25.735 0'-8� Pv 48 9'-10 25.773 I 0.211475 __ 'I 1'-Oi Pf 2.330 CM 1.3800 Q=53.52 ___ 11.48 C='120 __. -- Pe 9, � Q - 25.773 11'-OI Pv 48 26.103 38 9'-10 3'-61 Pf 2.517 1.6100 Q=8'1.84 12.90 C=120 0216985 -- -- CM _ - -- 28.103 �, 8'-0 Pe 36 9'-10 P��B,_� '11'- Pv 35 9'-10 30.620 , 0.051606 7'-10�/ Pf 0.406 CM 2.6350 Q=137.05__ __8.06 _ _ C=120 _ Pe ---- 9._�Q 30.620 7'-10% Pv 35 3'I .027 67 9'-10 I 8'-3I Pf 1.735 2.6350 Q=192.85 11.35 C='120 0.097074 CM 31.027 9'-7%a Pe - g� 9'-10 17'-10 %� Pv 98 9'-10 32.762 BV 9'-7% 0'-6 % Pf 1.010 CM 2.6350 Q=89.45 526 -- - C=120 __ 0.023433 --I 42'-6% Pe 9, �� 32.762 BV(9'-7%x) 98 PO(16'-5%z), C(16'-5%z I 43'-1 Pv 101 9'-10 33.772 I 0.034430 55'-7 % Pi 2.84'I CM 3.2600 �=192.85 7.41 __ C=120 _ � p6'_10Y Pe 0.289 101 9'-10 33.772 36.90� 2EE(4'-0%, 2E(9'-5 82'- Pv 211 9'-2 7'-� Pf 0.250 3.2600 0=192.65 7.41 _C=120 0.034430 -- CM --- - Pe 211 9'-2 36.901 37.151 7'-3 Pv 246 9'-2 9'- Pf 0.310 3.2600 Q=192.85 7.41 C=120 _ 0.034430 _� CM 37.151 I Pe 246 9�-2 9'-0� Pv 285 9'-2 37.461 0.034430 10'-0� Pf 0.344 CM 3.2600 Q=192.85 7.41 C='I20_ IPe 9, 2 - 37.461 10'-01 Pv 285 299 9'-2 37. 805 C-1Zp O.G34430 _ 14'-7� Pf 2.307 CM 3.2600 Q=192.85 7.41 �� $2'-5' Pe 299 9'-2 37.805 I 316 9'-2 40.112 2E 9'-5 , BV 13'-5'/z , PO(20'-2 24' 2% Pf 0.621 ST 4.2600 Q=192.8'S 4.34 C=120 0.009356 -_--. ' 40.112 42'-1 % Pe 9.191 316 9�-2 66'-4� Pv 270 -12'-0%z 49.923 2E 13'-2 , BV(15'-9%z 0'-9'/ Pf 0.156 4.2600 Q=89.30 2.01 _ C=120 0.002252 ST _ - , 68'-SYa� Pe 0.347 270 -12'-0%z 49.923 BV(15'-9/) , .. . ,. 50.426 PO(26'-4). C 26'-4 I _ 69'-3� Pv Zgg -12'-10 j 102'-'10%a� Pt 0.336 ST 6.3570 Q=192.85 1.95 C=120 0.001332 -- 149'-7%� Pe 7.415 268 -12'-10 50.426 sa.m fE(12�-�), r�(3�'-5), c(s��-sv��, zsz�-sl P� 5 -29'-11%n 3E(17'-7), GV(3'-9%z), LtE(11'-4), I BFP I 63'-7'/' Pf 0.135 UG 6.2800 ___ Q=192.85 2.00 C=140 0.001063 63'-OY� Pe 5 -29'-11 %n 58.177 � -29'-11%z 58.312 SE(11,_0%),GV(4�_g,�z) Ti47�_3Y,�, 126'-SIPv :� ..•.• Route 2•••• • 0.193224 4'-1 Pf 2.312 DR 1.0870 Q=2720 _ _9.40 _ C=120 7'-1 % Pe -OJ95 103 8'-0 9==7.20 K=5.6 23.586 SPr(-23.586) 11'-11'/ Pv �5 9'-10 Z5.103 3E(2'-4%) 0229785 _� 10'-0� Pf 2298. CM 1.0490 Q=2720 10.10 __ C=120 ---- il � Pe 25.103 15 9'-10 10'- Pv 22 9'-� 0 27.401 CM 1.3800 Q=55.21 11.84 --_ C=120 __ 0.223980 --- 8'-4%�, Pf 3219 27.401 6'-Oj Pe 22 9'-1 G '14'-4%z Pv 35 9'-'10 30.620 PO 6'-0 .•,+..• • • Route 3 ••• �. • ' 4'-� Pf 2.343 DR 1.0870 Q=27.48 _ 9.50 C=120 __ 0.197016 ; S r 24.086 7'-1'/z�, Pe -0.795 104 B'-0 4=27.48 K=5.6 24.086 P�- ) �I 25.635 3E(2'-4%x 11'-10%i Pv ` 57 9'-10 � 10'-0' Pf 2.343 CM 1.0490 Q=27.48_-.- - 10.20 C=120 _--- 0.234294 � I Pe - 57 --- 9'-10 25.635 I 10'-01 Pv 62 9'-10 27.978 ��, 0 M.E.P.CAD, Inc. ?;�",{.AutoSPRINK� VRS v5.1.32 06/12l2006 4:43:06PM Page 4 �.� -r Job Number: 1 r-v -� Hvdraulic Analvsis Reoort Description: REMOTE AREA 1 L� M.t.N.t;HU, inc. °,;�.,��.�.� „�... ..,. ,..,� J'+ f �`-�%� Hydraulic Analysis �ob N�mbe� � � Report Description: REMOTE AREA t L OO M.E.P.CAD, Inc. �=;x AutoSPRINK� VRS v5.1.32 06/12l2006 4:43:06PM Page 6 /'. ! ,�Y f� Hydraulic Graph Supply at Node 1 Job Number: 1 REMOTE AREA 1 ,so 135 120 105 Static Pressure 105.300 16�0.00 � 97.00D 90 N a �' 75 N N a` 60 �442.85 with hose streams 192.85 @ 58.312 45 30 System demand curve 15 � �L 2000 200 �� 600 800 1000 1200 1�0 1600 1800 Water fiow, gpm �w��„� ��,o„ Supply at Node 1 SbM Rassure 105.300 N�s�EU+IPiessure 1600.00 @ 97.000 n..a.ek w.::��.r.,�. er 1.:i ioa.szs @ aa2.as s.r.m o,m.� 192.85 @ 58.3 I2 Syaum DemanE (IricMMiny Nose Nlbvnna� 442.85 @ 58.312 A�,' � M.E.P.CAD, Inc. '� AutoSPRINK� VRS v5.1.32 06/12/2006 4:43:26PM Page 7 °'��t if ,'.-i. C......«.,.-.. !'13 r1.�+Flr.��iinn lio�iiro� � Job Number: � L OO M.E.P.CAD, Inc. jQ'��AutoSPRINK� VRS v5.1.32 U6/l1/ZUUb 4.4C46YIVI �ay= � ***************************+************+************************************+******+******* TOWN OF VAIL, COLORADOCopy Reprinted on 02-08-2013 at 10:51:39 02/08/2013 Statement ****************�***********s***************+********.**********************�*************** Statement Number: R060000917 Amount: $401.00 07/03/200603:09 PM Payment Method: Check Init: DDG Notation: Excel Fire Protection, Inc. 65043 ----------------------------------------------------------------------------- Permit No: F06-0037 Type: SPRINKLER PERMIT Parcel No: 2101-082-8000-1 Site Address: 20 VAIL RD VAIL Location: VERBATIM BOOKS Total Fees: $401.00 This Payment: $401.00 Total ALL Pmts: $401.00 Balance: $0.00 **************************+****************************************�************************ ACCOUNT ITEM LIST: Account Code -------------------- BP 00100003111100 PF 00100003112300 Description Current Pmts ------------------------------ ------------ SPRINKLER PERMIT FEES 51.00 PLAN CHECK FEES 350.00 ----------------------------------------------------------------------------- E06-0095: Entries for Item:190 - ELEC-Final 10:51 02/08/2013 Action Comments By Date Unique_ K�-- CR Corrections: shahn 07/07/2006 A000091 1)support all light fixtures from structure per 294 NEC 300.11 (incandescents are not supported). 2) support exits from structure. 3) connect exits to normal branch serving the space per worknote on approved drawings.(They are corrently connected to emergency) 4) support the j-boxes located above the panel from structure. 5) fire caulk for electrical conduit on east wall was com leted durin ins ection. AP the corrections have been made. shahn 07/07/2006 A000091 310 Total Rows: 2 Page 1 B06-0123: Entries for Item:540 - BLDG-Final C/O 10:50 02/08/2013 Action Comments By Date Unique_ Ke AP GCD 07/28/2006 A000091 975 Total Rows: 1 Page 1