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Home My WebLink AboutB07-0021 I.,o� � � � TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT � �� Z��, 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 ��G�u� �-. l'� NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES � � �� ADD/ALT MF BUILD PERMIT Permit #: B07-0021 Project#: ?? ��J ZS�� -b��( � Job Address.: 380 E LIONSHEAD CR VAIL Status.....: ISSUED Location......: LODGE AT LIONSHEAD UNIT 240 Applied...: 02/14/2007 Parcel No....: 210106406010 Issued ...: 03/13/2007 Expires...: 09/09/2007 OWNER CASTELLANOS, CAR.LOS ADOLFO, 02/14/2007 CRISTINA & DELIA PATRICIA - ETAL FCO PETR.ARCA NO 133-202 COL CHAPULTEPEC MOR.ALES 11570 MEXICO DF APPLICANT EVANS CHAFFEE CONSTRUCTION G02/14/2007 Phone: 970-845-0466 P.O. BOX 8266 AVON CO 81620 License: 199-A CONTRACTOR EVANS CHAFFEE CONSTRUCTION G02/14/2007 Phone: 970-845-0466 P.O. BOX 8266 AVON CO 81620 License: 199-A Desciption: LODGE AT LIONSHEAD UNIT 240-INTERIOR REMODEL OF UNIT INCLUDING BATHROOM AND KITCHEN AND REPLACEMENT OF GAS FIREPLACE Occupancy: Type Construction: Valuation: $75,300.00 Revision Valuation: ?? Total Sq Ft Added: 0 *�************************�***********************x*�*******�*****+* FEE SUMMARY ****�*****�************************************************* Building------> $S 2 5.7 5 Restuarant Plan Review--> $0.0 0 Total Calculated Fees--> $1,3 6 5.4 9 Plan Check---> $53 6.�4 Recrearion Fee--------------> $0.0 0 Additional Fees----------> $0.o 0 Invesrigation-> $0.00 TOTAL FEES-------------> $1,365.49 Total Permit Fee---------> $1,365.49 Will Call-----> $3.00 Payments------------------> $1,365.49 BALANCE DUE---------> $o.0 0 ***************************************************�*�***�************************************************************�************************** Approvals: Item: 05100 BUILDING DEPARTMENT 03/02/2007 jplano Action: AP SEE RED LINES ON PLANS Item: 05400 PLANNING DEPARTMENT 02/14/2007 bgibson Action: AP see conditions Item: 05600 FIRE DEPARTMENT 03/05/2007 DRhoades Action: APPR 1. Fire Alarm and Sprinklers systems must be compatible with rest of Lodge C� Lionshead. 2 . Shop drawings required with Fire Alarm Application. 3 . Shop drawings required with Fire Sprinkler Application Item: 05500 PUBLIC WORKS **************************************************��****�**************�*******************�**�************************�************************* See Conditions page 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 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 OFF'ICE FROM 8:00 AM-4 PM. � �� SIGNATUR OF O ER OR CONTRACTOR FOR HIMSELF AND OWNEF *��*�**�*��*��******�****�*��*�*�**�*��*��**�*�*�**��*�*��*�*�*��**��*�*��*�*�*��* CONDITIONS OF APPROVAL Permit#: B07-0021 as of 03-13-2007 Status: ISSUED �*�*�:�**��x:x*�x�:*�**�:�*��x��:�x��:*�*�:��*�*�*��x*��:**�**��**�x*��:**�*�*�*:�*�:��x**�:��:��x*�:*��x�:�*:x*��x��:**�x�� Permit Type: ADD/ALT MF BUILD PERMIT Applied: 02/14/2007 Applicant: EVANS CHAFFEE CONSTRUCTION GROUP, INC Issued: 03/13/2007 970-845-0466 To Expire: 09/09/2007 Job Address: 380 E LIONSHEAD CR VAIL Location: LODGE AT LIONSHEAD UNIT 240 Parcel No: 210106406010 Description: LODGE AT LIONSHEAD UNIT 240-INTERIOR REMODEL OF UNIT INCLUDING BATHROOM AND KITCHEN AND REPLACEMENT OF GAS FIREPLACE �:�x*�*�*��*:��x��x��******��*�*�:*�*�*��**�:�*�*�:*�:Conditions:*�**�:*�:*�:*�*�:**�**:��:*�*�*�:*�*�:**�*�*�*�*�*� 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: 1 (FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE STARTED. Cond: 40 (BLDG): (MFR/COMM) FIRE ALARM REQUIRED PER NFPA 72. Cond: CON0008696 ALL EXTERIOR CONSTRUCTION (WINDOWS, DOORS, DECKS, ETC.) SHALL COMPLY WITH THE DESIGN REVIEW APPROVAL FOR RENOVATIONS TO THE VAIL LIONSHEAD CONDOMINNM ASSOCIATION AND LIONSHEAD PHASE II CONDOMINIUM ASSOCIATION (DRB06-0428). *************************************************�*********************�******************** TOWN OF VAIL, COLORADO Statement ******************************************************************************************** Statement Number: R070000271 Amount: $1,365.49 03/13/200707:36 AM Payment Method: Check Init: DDG Notation: Evans Chaffee 137511 ----------------------------------------------------------------------------- Permit No: B07-0021 Type: ADD/ALT MF BUILD PERMIT Parcel No: 2101-064-0601-0 Site Address: 380 E LIONSHEAD CR VAIL Location: LODGE AT LIONSHEAD UNIT 240 Total Fees: $1,365.49 This Payment: $1,365.49 Total ALL Pmts: $1,365.49 Balance: $0.00 ******************************:x*�*********************************************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 BUILDING PERMIT FEES 825.75 PF 00100003112300 PLF1N CHECK FEES 536.74 WC 00100003112800 WILL CALL INSPECTION FEE 3 .00 ----------------------------------------------------------------------------- 0 APPL CATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIG — 60�� Project#: O � `�� Buiiding Permit#: - I , • � 970-479-2149 (Inspections) ��''j��j�'' � TOWN OF VAIL BUILDING PERMIT APPLICATION Separate Permits are required for electrical, plumbing, mechanical, etc.! 75 S. Frontage Rd. Vail, Colorado 81657 CONTRACTOR INFORMATION General Contractor: Town of Vail Reg. No.: Contact Person and Phone#'s: ��5 C�a�ee,�ns�k��io,� �ro'�P ��9'� /"l G-��. au.rc� 970-s�{s' ��f��o Email address: y►� Qrk �d �5��' , �,n-� Fax#: 0 - �G(S'—D�(�S Contractor Signature: � G�� COMPLETE VALUATIONS FOR BUILDING PERMIT Labor� Materials BUILDING: $ s �Q(� �--- ELECTRICAL: $ OTHER: $ PLUMBING: $ MECHANICAL: $ TOTAL: $ Fo�Parce/#ConfacfEa /e Counf Assessors O�ce af 970-328-8640 or�isif www.ea le-count .com Parcel# �JD�� O�O�� Job Name:/� � f �i1� � �_ � �„��pns� Job3A�dress: lM'��t "[ Wt G O E�, ,L.�o ns ltior�.Ci rc�.- l�a,i� � �16c� Legal Description Lot: � Block: 1 Filing: , Subdivision: Owners Name:��as �5'��k-„os ��r�s' ,��e u, �(ora �c,o DY 11570 �FX/co Phone: /KtY" 5$5545 77 61 Architect/De�ig�er: �p �s Address:.�aox y,23� ��,•�Frr.�s CD �(�32 Ph ne: 970 -9.26-7��g Engineer: �E� Address:�0 ��x �N c� ,l�vo� CO �$'(��.0 Ph ne: $7 - � �-�sza Detailed description of work: � / / r' / , I Zh{-t�C'io� fGNloG�i( OC CQ�t,o u,K,`� ;ncC4cG�i� b�.t�it'aan�.'�" �i�t.n r�+�o�! A.��au►�c«,�o��,s�� Work Class: New ( ) Addition ( ) Remodel (x) 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: � 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 (�() No ( ) Does a Fire Sprinkler System Exist: Yes ( ) No (X) ********,�***********************************FOR OFFICE USE ONLY************,�***�**************�******:�***�******* �jT e of Construction: Date Received: � �� Occupancy Group: Accepted By: \ � l F:\cdev\FORMS\Permits\Building\building_permit_4-21-06.DOC Page 1 of 16 04/21/2006 E07-0178: Entries for Item:190 - ELEC-Final 10:50 06/12/2013 Action Comments By Date Unique_ - Ke AP shahn 12/11/2007 A000109 - 187 Total Rows: 1 Page 1 0 � � TOWN OF VAI� ' 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 PROJECTS 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 EXEMPT. 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 �s�e..s�s �-�s�- �� --4-� �,.�� a�(,c��,��.� .� � ��0 `�- UvOS.� ��?,,� .z�� `�0 7 - ��4� applicant signature date OR • I certify my project will not disturb or remave more than 160 s.f. of building materiaf. The construction plans submitted with my appiication clearfy indicate this informatian. (This will be verified during plan review, and will delay your project if found to be inaccurate) applicant sionature date OR • The building was constructed after actober l�, 1988. The date �f construction was original construttion d-at2 applicant signature date F:\cdev\FORMS\Permits\Building\building_permit_4-21-06.DOC Page 4 of 16 04/21/2006 lodg¢ at lionSH¢ad Date: January 4, 2007 To: Town of Vail From: Lodge at Lionshead Re: Building Permit Application Dear Town of Vail, The owners of Lionshead Phase II Condominium Association, unit #240, Castellanos, have Association approval for their proposed remodel. Please contact me with any questions or concerns regarding this matter. Sincerely, Jeff Bailey, anaging Agent Lodge at Lionshead Professionally Managed by Peak Resort Service, Inc. 380 East Lionshead Circle Vail,Colorado 81657(970)476-2700 TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ELECTRICAL PERMIT Permit #: E07-0178 �a? - Gd�� Job Address: 380 E LIONSHEAD CR VAIL Status . . . : ISSUED Location.....: LODGE AT LIONSHEAD iJNIT 240 Applied . . : 08/10/2007 Parcel No...: 210106406010 Issued . . . 08/15/2007 Project No : '�Z-�p� _p�� Expires . .: 02/11/2008 OWNER CASTELLANOS, CARLOS ADOLFO, 08/10/2007 CRISTINA & DELIA PATRICIA - ETAL FCO PETRARCA NO 133-202 COL CHAPULTEPEC MORALES 11570 MEXICO DF CONTRACTOR E C ELECTRIC, INC .C/O VALL 08/10/2007 Phone: 970-241-3302 747 W. WHITE AVENUE GRAND JUNCTION CO 81501 License: 262-E APPLICANT EVANS CHAFFEE CONSTRUCTION G08/10/2007 Phone: 970-845-0466 P.O. BOX 8266 AVON CO 81620 License: 199-A Desciption: LODGE AT LIONSHEAD iJNIT 240-INTERIOR REMODEL OF iJNIT INCLUDING BATHROOM AND KITCHEN AND REPLACEMENT OF GAS FIREPLACE-remodel electric Valuation: $13,000.00 Square feet: 900 a**�+********�*+�*�*s*+**********�*r****�a*�*****�r************�**s FEE SUMMARY *******�r�**t***t*�****�*�:**►******+******«*►**t************ Electrical---------> $51.�5 Total Calculated Fees--> $54.�5 DRB Fee---------> $o.o o Additional Fees----------> $o.o 0 Investigation----> $o.o o Total Permit Fee--------> S 54.7 5 Will Call---------> $3.00 Payments------------------> $54.75 TOTAL FEES--> $5 4.�5 BALANCE DUE--------> $o.o 0 ***s+.�.****+�*r******.*.*s+***s*.*�*�*******s**+s*.*�■.*r�****.******►.*��+*.**++�*��*�**►***:*r*.:+s.s*.*.*�*�»�**�*■*.:*.*..+.***►«****.+s:*. Approvals: Item: 06000 ELECTRICAL DEPARTMENT 08/10/2007 shahn Action: AP �***+**��*r*rr*.*�****�***r*r*.*.***+***�******+�+*********er�*:*�+**r*►+��«*s*s�+r**�**:*+.r.**►+r********.***.+�.*�.***s�*s*.*..*.��*��***«►.* CONDITIONS OF APPROVAL Cond: 12 (BLDG. ) : FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. **.********:**.*.,+:**+,�***.**�**s.�**+*****.*.:�.�*.+*�.�:.*.*s»��.*.*:�+�,��«*.»+�*,*�».+***.**.*.****�+.*+�...+.*.*�.�+*.,:..�**.,.*.*.*+�.+,«.�, 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 E BY TELEPHON 9-2149 O AT OUR OFFICE FROM 8:00 AM-4 PM. SIGNATURE OF O ER OR CONTRACTOR FOR HIMSELF AND OWNER ******************************************************************************************** TOWN OF VAIL, COLORADO Statement ***+*******************************************+******************++************************ Statement Number: R070001540 Amount: $54 .75 08/15/200704 : 16 PM Payment Method: Check Init: LT Notation: EC Electric / ck 5543 ----------------------------------------------------------------------------- Permit No: E07-0178 Type: ELECTRICAL PERMIT Parcel No: 2101-064-0601-0 Site Address: 380 E LIONSHEAD CR VAIL Location: LODGE AT LIONSHEAD UNIT 240 Total Fees: $54.75 This Payment: $54.75 Total ALL Pmts: $54.75 Balance: $0.00 ****************************************************************************************+*** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ EP 00100003111100 ELECTRICAL PERMIT FEES 51.75 WC 00100003112800 WILL CALL INSPECTION FEE 3 .00 ----------------------------------------------------------------------------- APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNS ��_��C��j Project #: Building Permit #: �3D7-��/ �+ Electrical Permit #: �'D��!7� r� �+ • .►D `� � 970-479-2149 (Inspections) 1��l�� 75 S.Frontage Rd. Vail, Colorado 81657 TOWN OF VAIL ELECTRICAL PERMIT APPLICATION CONTRACTOR INFORMATION Electrical Contractor: Town of Vail Reg. No.: Contact Person and Phone #'s: � �/ ��- o��-'.� <s c e � ��, ''?�.33D.2 E-Mail Address: eC� ' �rc � Fax#: , ,. ,� Contractor Signatu e: COMPLETE SQ. FOOTAGE FOR AREA OF WORK AND VALUATION OF WORK (Labor & Materials) n ^' AMOUNT OF SQ FT IN STRUCTl1RE: ��j� ELECTRICAL VALUATION: $ /' �'c��/ — Contact Ea /e Coun Assessors O�ce at 970-328-8640 or visit www,ea le-coun ,com for Parce/# Parcel # ��Q �jLl�/l� ]ob Name: 1 , � Job Address: �� L , �� f-�� _� 2,¢ G!� t "'� �'�° Legal Description Lot: Block: Filing: Subdivision: �:,c�' � ' 0 rs Na S. Address: Phone: Engineer Address: � �—�� Phone: ,K°��'� /{-- . Detailed de cription o�work: �—f'S/'��'`l�'� �?�� E�'��'��z� Work Class: New ( ) Addition ( ) Remodel,� Repair( ) Temp Power( ) Other( ) Work Type: Interior( ) Exterior( ) Both� Does an EHU exist at this location: Yes�.�' No ( ) Type of Bldg.: Single-family( ) Duplex( ulti-family( ) ommercial.(�—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 Does a Fire Alarm Exist: Yes 1�}._ No ( ) Does a Fire Sprinkler System Exist• _ ' �_� �_�- ,. � , �..-._, . �� -- , , �,, 1� � - - �� I *�t�Y�e9e*9e4t4e9c�tieie*9t*4t�+r9c4t9c�Y*�4edC�e*�tr**�1t*92�efe9e4e�c 4e�Y9e9e�e�k*�k�e9e9e* � �Y9e9e9t�k�Y*�*�Y�t9t�Y�Y�k�t7Y9t�Y�W�I t FOR OFFICE USE ONLY ,,m�;, � w ;� _ . , ��6ther�Eees; Date Re�ived: 'f� ��''�.�6�-.�...__... .�� , ., .. . � ��Q��. � z a�� t�B : ��. ti� Ptanner Si n-off: � � F:\cdev\FORMS\PERMITS\Building\electical�ermit_31-23-2005.DOC Page 1 of 2 11/23/2005 TOWN OF VAIL FIRE DEPARTMENT VAIL FIRE DEPARTMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2135 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES SPRINKLER PERMIT Permit #: F07-0056 '�1 � G1'�2.` Job Address: 380 E LIONSHEAD CR VAIL Status . . . : ISSUED Location.....: LODGE AT LIONSHEAD iJNIT 240 Applied . . : 07/18/2007 Parcel No...: 210106406010 Issued . . : 08/24/2007 ProjectNo : '�'��p� _ �jplC� Expires . .: OWNER CASTELLANOS, CARLOS ADOLFO, 07/18/2007 CRISTINA & DELIA PATRICIA - ETAL • FCO PETRARCA NO 133-202 COL CHAPULTEPEC ' MORALES 11570 MEXICO DF APPLICANT CENTR.AL FIRE PROTECTION 07/18/2007 Phone: 303-576-8157 10775 E. 51ST AVENUE DENVER CO 80216 License: 447-5 CONTRACTOR CENTRAL FIRE PROTECTION 07/18/2007 Phone: 303-576-8157 10775 E. 51ST AVENUE DENVER CO 80216 License: 447-5 �Desciption: LODGE AT LIONSHEAD LJNIT 240-UPGRADE EXISTING FIRE SPRINKLER SYSTEM Valuation: $2,176.00 �***��:�►*****r*****t**s****�*►*r**:r*t*t�***t*************�********** FEE SUMMARY **********r*****+************►+***r�x****►****r******►*****s Mechanical---> $0.0 0 Restuarant Plan Review--> $o.o o Total Calculated Fees---> $4 4 2.4 8 Plan Check---> $3 5 0.0 0 DRB Fee---------------------> $o.0 0 Additional Fees-----------> $o.o 0 Investigation-> $0.0 0 TOTAL FEES--------------> $4 4 2.4 8 Total Permit Fee----------> $a 4 2.4 6 W il I Cal I-----> $o.o o Payments-------------------> $4 4 2.4 6 BALANCE DUE---------> $o.o 0 �r*.*+s+r****■+.�«********:**s*+�►+��**�s�ss*s****««***r*�***r*s**s*s**r*.*�*s********r*r*�r*s*s*:+rs.**s*s*s+*s***.�■*a■***r***�**��*��**s�*+# Item: 05100 BUILDING DEPARTMENT Item: 05600 FIRE DEPARTMENT 07/20/2007 McGee Action: DN Work was started on unit prior to obtaininc permit . No hydraulic cals ' s sumitted. Plans denied. 08/22/2007 mcgee Action: AP CONDITION OF APPROVAL Cond: 12 (BLDG. ) : FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. ....**.*.******�*******.*s*�*.*.*.**.�.:�»�*.**.*■*■*****s*s�*...**.*.*.*.**.*�**:�.****..*.**»�..**.**.*.*�*.****.*■�*�*.*.*.*:.:«�:«*►*....*.*�* 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. � SIGNATURE F OWNER OR CONTRACTOR FOR HIMSELF AND OWNER +******************************************************************************************* TOWN OF VAIL, COLORADO Statement ***************+**************************************************************************** Statement Number: R070001649 Amount: $442 .48 08/24/200708 :54 AM Payment Method: Check Init: LT Notation: Central Fire / ck 14703 ----------------------------------------------------------------------------- Permit No: F07-0056 Type: SPRINKLER PERMIT Parcel No: 2101-064-0601-0 Site Address: 380 E LIONSHEAD CR VAIL Location: LODGE AT LIONSHEAD UNIT 240 Total Fees: $442 .48 This Payment: $442 .48 Total ALL Pmts: $442 .48 Balance: $0.00 ******************************************************************************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 SPRINKLER PERMIT FEES 92 .48 PF 00100003112300 PLAN CHECK FEES 350. 00 ----------------------------------------------------------------------------- APPLICATION W1LL NOT BE ACCEPTED IF INCOMPLETE OR UNSI O� �� I , Project#: �� Buiiding Permit#: �D�7U0--�—,�1� � .. Sprinkier Permit#: ��l��.y..�+S� 970-479-2135(Mspectroris� ��QFy�g, TOWN OF VAIL �IRE �PRINKL�R PERMtT APPLICATION Fire Sprinkler shop drawings are required at time at permit submittal and 75 S. Frontage Rd. must include the foliowing. Permit appiication will not be accepted Vail, Colorado 81657 without this information: • A Colarado Registered Engineer's stamp or N.LC.E.T. level lll (m�n)stamp. • Equipment cu�sheets of materials. � � ' Hydraulic calculations. �� • A State of Cotorado Plan Registration furm. • Pians must be submitted by a Registered �ire Protection Contractor. CONTRACTQR INFORMATI�N Fire Sprinkier Contra Town of Vail Reg. No.: Contact and Phone#'s: �j��-,�� , ��1' e � t�-� �'"L��C � �-� ��7-� �� m �C� c� t�.3 �-7Cc� �t �7 E-Mail Addr.ess: � ry-� �� Contractor Signature: _ ', , „ _ � T�, - � 7 y COMPLETE VALUATIONS FOR ALARM PERMIT (Labor& Materi �'� � � _ _,. Fire Sprinkler:$ � r�(p.ao Contact Ea le Coun AssessQrs Offrce at 970-328-8640 or visit www.ea !e-count .co � � �'�,(L Parcel # ` � (� � �_ Job Name: �%v�� ✓ �� Job Address:- � � � � � �� 5l�-�� .3�C?�. L�G��156�� i r�f� Legal Description Lot: Block: Fiting: Subdivision: Owners N me:'vGt�< <.0��_; �G�c Address: = Phone: ,; �, . �:4` �55�C°. �J��• ' �'t ' J Engine�r: �� Addr�ss: �- �s,} ;� ��✓ Phone: ��.� � Detailed Location of work: (i.e.,floor, unit#, bldg.#) Detailed description of work: . % '' � c=�r Gc `t'�� J ' r'� � Work Class: New( ) Addition( ) Remodel ( ) Repair( ) Retra-fit( ) Other Type of Bldg_: Single-family( ) Two-family( ) Multi-family( Commercial( ) Restaurant( ) Other( ) No.of�xisting DweUing Units in fhis building: r No.of Accommodation Units in this building; _ _ _ _ __. .. _ Does a Fire Alarm Exist: Yes O No O Does a Fire Sprinkler System Exist: Yes No O ��:��*x��*��*�******��*�*��FOR O�FICE USE ONLY**�,�*****�x*��*��,��***��*��** Other Fees: ate. ece e : Public Wa Permit Fee: '��fl Occupancy Group: :�� $� `data\cdev�FORMS\I'ERNII'1'S\SPRKPERM.DOC � �6� �� P'�B � ��a�� S� �ggt� ��. �� TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES PLUMBING PERMIT Permit #: P07-0060 �j7 -60.4.1 Job Address: 380 E LIONSHEAD CR VAIL Status . . . : ISSUED Location.....: LODGE AT LIONSHEAD LJNIT 240 Applied . . : OS/31/2007 Parcel No...: 210106406010 Issued . . . 06/14/2007 Legal Description: �>�Z� �--� _a d�� 4 Expires . .: 12/11/2007 Project No : OWNER CASTELLANOS, CARLOS ADOLFO, 05/31/2007 CRISTINA & DELIA PATRICIA - ETAL FCO PETRARCA NO 133-202 COL CHAPULTEPEC MORALES 11570 MEXICO DF APPLICANT COMMERCIAL DESIGN ENGINEERIN05/31/2007 Phone: 970-245-0595 PO BOX 2440 COLORADO SPRINGS CO 80901 License : 228-P CONTRACTOR COMMERCIAL DESIGN ENGINEERIN05/31/2007 Phone: 970-245-0595 PO BOX 2440 COLORADO SPRINGS CO 80901 License: 228-P Desciption: LODGE AT LIONSHEAD UNIT 240-RECONFIGURE WASTE VENT AND WATER FOR BATH#l, INSTALL NEW FIXTURES Valuation: $21,479.00 Fireplace Information:Restricted:?? #of Gas Appliances: ?? #of Gas Logs: ?? #of Wood Pallet: ?? **+****+*�**s***r******�*****a**�*rr►a*************�**s��x�****�*�**+ FEE SUMMARY **��****+*�*****r***�***�**+r*r**►+*****r***********s+**�*** Plumbing---> $3 3 0.o o Restuarant Plan Review--> $o.o o Total Calculated Fees---> $415.5 0 Plan Check---> $82.5 o TOTAL FEES--------------> $415.s o Additional Fees-----------> $o.0 0 Investigation-> $0.00 Total Permit Fee----------> $415.50 Will Call-----> $3.oo Payments-------------------> $415.50 BALANCE DUE---------> $0.0 0 **�++.+***�**�*.�:*��*r*+******+s*+*�*«.s*►*****s.�r***++�+*.**�*s�*r*�***.*+*��******.****�:�**■*+�.�*�+*.�****r■.*«�***�.*+*�..►�+.+*+.*+**r*+*.� Item: 05100 BUILDING DEPARTMENT 05/31/2007 JRM Action: AP CONDITION OF APPROVAL Cond: 12 (BLDG. ) : FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. *,:*r.**�***+..�*.+*��.****+***.*.**�*,.r�*�**+s*.**.�**r*•+.**.�«.*.**�*�a.**�***s+.*.****►*�****.*��+**..*�:+*�*�*,*.****.++***.�+�+«�..��..�++ 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 ordina c of the Town a plicable thereto. , REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVA T LEPH N� 479- 149 OR AT OUR OFFICE FROM 8:00 AM-4 PM. ,,� � ; SIGNATU OF ER OR CONTRACTOR FOR HIMSELF AND OWNER **********************************************************************************+*****+++* TOWN OF VAIL, COLORADO Statement ************+******************************************************************************* Statement Number: R070000973 Amount: $415.50 06/14/200702 :58 PM Payment Method: Check Init: DDG Notation: Commercial Design Engineering 095197 ----------------------------------------------------------------------------- Permit No: P07-0060 Type: PLUMBING PERMIT Parcel No: 2101-064-0601-0 Site Address: 380 E LIONSHEAD CR VAIL Location: LODGE AT LIONSHEAD UNIT 240 Total Fees: $415.50 This Payment: $415.50 Total ALL Pmts: $415.50 Balance: $0.00 ****************************************�***************+*************+********************* ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ PF 00100003112300 PLAN CHECK FEES 82 .50 PP 00100003111100 PLUMBING PERMIT FEES 330.00 WC 00100003112800 WILL CALL INSPECTION FEE 3 .00 ----------------------------------------------------------------------------- .� APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGN�p � (�� ,6 \ Project #: � �~" . Building Permit #:, - DD 2/ � /� Plumbing Permit #: I ri ��{��'��, � J.J�� O O �� 970-479-2149(Inspect-��b V 6 75 S. Frontage Rd. Vaii, Colorado 81657 TOWN OF VAIL PLUMBING PERMIT APPLICATION CONTRACTOR INFORMATION Plumbing Contractor: Town of Vail Reg. No.: Contact Person and Phone #'s: eomrnu- � ' n E,- 2 2 g q�o 2�+s-osys o�'�� 5�'eve � q�p y33-D239 etu E-Mail Add Fax#: 9�o Zy5-iDiS Cont a . S7EVEIV L KItvG Weste�n Slo e A�ar<��er COMPLETE ALUATION FOR PLUMBING PERMIT (Labor& Materials) PLUMBING: $ 2 �'°�79 Q� Contact Ea /e Coun Assessors O�ce at 970-328-8640 or visit www.ea le-coun .com for Parce/# Parcel # 2/D10�•�p�ool 'thr�,�, 2/o�o�yo6o39 Job Name: - Job Address: -�a t• L'�n5h�d C'c�' Ur��2�a /�r/ e 4t,L�o�She�/ 1/a�-L CO f�/�S7 Legal Description Lot: Block: Filing: Subdivision: Owners Na �'oS ddr�s: na�o•i33-2o2 Phone:5ZS5 55y577lo Engineer:aiG ffotil En Address:Slo�i 5. es e r, � / phone: 970 2'f1-95/�/ Detailed description of work: �2 Re n�� r c, wa, {-c r.,,.k ,,t„�a�c.r #I ��ns 1 t�e�p t'�,�+uvcs Work Class: New ( ) Addition ( ) Alteration (�() Repair ( ) Other ( ) Type of Bldg.: Single-family( ) Duplex( ) Multi-family(x) Commercial ( ) Restaurant( ) Other( ) No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building: ,�xxx****�****�x�**�n**xx**xxxxxxxxxxxx*FOR OFFICE USE ONLYx*xn,�*x****xxxx,��x******************* Other Fees: � Date Received: � Acce ted B : � �� --�� F:�cdev\FORMS\PERMITS\Bwlding\plumUing_permit_11-23-LOOS.doc Page 1 of 1 ll/23/2005 1 - 12-10-2007 Inspection Request Reporting Page 37 4�19 �m Vail, C� - .itv �f Requested Inspect Date: Tuesday, December 11,2007 Inspection Area: JRM Site Address: 380 E LIONSHEAD CR VAIL LODGE AT LIONSHEAD UNIT 240 AIP/D Information Activity: 607-0021 Type: A-MF Sub Type: AMF Status: ISSUED Const Type: Occupanc�y: Use: Insp Area: JRM Owner: CASTELLANOS,CARLOS ADQLFO, NORMA Contractor: EVANS CHAFFEE CONSTRUCTION GROUP, Phone: 970-845-0466 Description: LODGE AT LIONSHEAD UNIT 240-INTERIOR REMODEL OF UNIT INCLUDING BATHROOM AND KITCHEN AND REPLACEMENT OF GAS FIREPLACE Reauested Insqection(s) ��" l�.� �� Item: 90 BLDG-Final Requested Time: 08:00 AM Requestor: �NV�ANS CHAFFEE CONSTRUCTION GROUP, Phone: 418-3496 Comments: reg uested T r unit 240 Assigned To: GDENCKL � Entered By: DGOLDEN K Action: Time Exp: Inspection Historv Item: 501 PW-Temp access/draina e Item: 226 FIRE DEPT. NOTIFICAT�N Item: 30 BLDG-Framing *`Approved"''" 09/28/07 Insp�ector: GCD Action: COND APPROVED/CONDITIONS Comment: TOUCH UP FIRE CAULKING CHECK AT INSULATION 10/01/07 Inspector: GCD Action: AP APPROVED Comment: Item: 50 BLDG-Insulation *"`A proved'"` 10/01/07 Inspector: GC� Action: AP APPROVED Comment: Item: 60 BLDG-Sheetrock Nail *""Approved"* 10/05/07 Inspector: cdavis Action: AP APPROVED Comment: Item: 70 BLDG-Misc. Item: 90 BLDG-Final REPT131 Run Id: 7375 12-06-2007 Inspection Request Reporting Page 41 4•39�m Vail C� - Citv �f Requested Inspect Date: Friday,December 07,2007 Inspection Area: JRM Site Address: 380 E LIONSHEAD CR VAIL LODGE AT LIONSHEAD UNIT 240 A/P/D Information Activity: P07-0060 Type: B-PLMB Sub Type: AMF Status: ISSUED Const Type: Occupanc�y: Use: Insp Area: JRM Owner: CASTELLANOS,CARLOS ADQLFO, NORMA Contractor: COMMERCIAL DESIGN ENGINEERING, LTD Phone: 970-245-0595 Description: LODGE AT LIONSHEAD UNIT 240-RECONFIGURE WASTE VENT AND WATER FOR BATH#1, INSTALL NEW FIXTURES Reauested Insaection(s1 /2 ' C� �'�V� Item: 290 PLMB-Final Requested Time: 08:30 AM Requestor: COMMERCIAL DESIGN ENGINEERING, LTD Phone: 433-0238 Comments: unit 240 Assigned To: GDENCKLA Entered By: DGOLDEN K Acfion: Time Ex Comment: 2.T&P VALVE REQD TO BE PI�PED TO DRAIN. 3.DISHWASHER DRAIN REQD TO BE SECURED TO UNDERSIDE OF COUNTER Inspection Historv Item: 210 PLMB-Underg round Item: 220 PLMB-Rough7D.W.V. *`Approved** 08/10/07 Inspector: JRM Action: AP APPROVED Comment: Item: 230 PLMB-Rou h/Water `"`Approved'"` 08/10/0� Inspector: JRM Action: AP APPROVED Comment: Item: 240 PLMB-Gas Piping Item: 250 PLMB-Pool/Hot Tub Item: 260 PLMB-Misc. Item: 290 PLMB-Final 12/05/07 Ins-pector: GCD Action: CR CORRECTION REQUIRED Comment: 1.6ATH 2 ADJUST TEMPRATURE AT TUB. 2.T&P VALVE REQD TO BE PIPED TO DRAIN. 3.DISHWASHER DRAIN REQD TO BE SECURED TO UNDERSIDE OF COUNTER REPT131 Run Id: 7332 BXUV.U419 - Fire Resistance Ratings -ANSI/UL 263 Page 1 of 4 ' U� ,�ILINE CERTIFICATIONS DIREGTORY BXUV.U419 Fire Resistance Ratings - ANSI/UL 263 Page Bottom Fire Resistance Ratings - ANSI/UL 263 See General Information for Fire Resistance Ratings-ANSI/UL 263 Design No. U419 November 28, 2006 Nonbearing Wall Ratings— 1, 2,3 or 4 Hr(See Items 3&4) �.:.....,` � 5 �'�(3I' :1i11131�3C'Z' Cl,�� ..�',iV`('.l'�:i .'s�_�.�`�•.,.�. �X1� �'.�/Jk�i'�1� �ii�t�,1�1��r ,. ._. , t` .. •�+L'E T�.E',tXl �� : � , , • . . . ; ;. . . •.. , . , � ; � =------�.....................:::,,r-----•--•---._................. --..............................,....,,,....:��-•--------•---._..........�< :...:'::;."'";";;' "��„�,....-•-----.....-:":�::".�....�""'......'"::.°::.-__�----�-:s-„---�_.y r:....,_".�"'.�....:;:.:;:":::::::.':: . �':�".--��.....,�.�..,..':::�`.: .. . .... .... - ..�.. � �. „.,. . !� .. 1 ' . �:'_:'°•:::�'�. '• '�. ":_:::: �;:� � � '� _, � r_ ---i' � `i %�' �� •--- L—k`-•-------- �..:.:::::i::.�� R �j ' ; :.................... � ---�--�--�--- --......._.�._-----�„��.............; �....._.......---...------:......__... ..,_,^.�-•-•-......�..... � , ,, i....,,.,.........._._._......----�� ... ....... .. .. . . .. ; . : ,- __,x... __ _.� • ' / / i-•-----...... . . ... ........... • ---• :-•.. . '•� ..r ........ __..._ --...........__..........� ; � .'' _'•.� �� - ,.-' , i.......,..............:... ..��'`�-------..... ................ .. . . . .._. : i � �•.- ,{ . i I� ;� �� t3; �� +j ' `. • ' '' i . �� . � i •. i + , r .; . `�/ �� 'l -- � •- �� '•. � -+. /. i +�'~ (; ' �. ''... . . � _ , 1. Floor and Ceiling Runners— (Not shown) — For use with Item 2-Channel shaped,fabricated from min 25 MSG corrosion-protected steel, min width to accommodate stud size,with min 1 in. long legs, attached to floor and ceiling with fasteners 24 in. OC max. lA. Floor and Ceiling Runners* —Not shown - In lieu of Item 1 — For use with Item 2A, proprietary channel shaped, min. 3- 5/8 in. wide with 1 in. long legs,fabricated from min. 0.0150 in. (0.0146 in., min bare metal thickness)galvanized steel, attached to floor and ceiling with fasteners 24 in. OC max. DIETRICH INDUSTRIES INC— UltraSTEELp. 16. Floor and Ceiling Runners— (Not shown -In lieu of Item 1) — For use with Item 2A, proprietary channel shaped, min. 2-9/16 in. wide with 1-3/16 in. wide Flanges, fabricated from min. 0.0150 in. ga�vanized steel, attached to floor and ceiling fasteners 24 in. OC. max. M DIETRICH INDUSTRIES INC—UltraSTEELp. + 2. Steel Studs—Channel shaped,fabricated from min 25 MSG corrosion-protected steel, min width as indicated under Item 4, min 1-1/4 in. flanges and 1/4 in, return, spaced a max of 24 in. OC. Studs to be cut 3/8 to 3/4 in. less than assembiy height. http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=BXUV.U419&c... 1/21/2007 BXUV.U419 - Fire Resistance Ratings -ANSI/UL 263 Page 2 of 4 , 2A. Steel Studs* —In lieu of Item 2 - Proprietary channel shaped studs, min. width as indicated under Item 4, min. 1-1/4 in. long legs and 1/4 in. long folded back return flange legs,fabricated from min. 0.0155 in. (0.0149 in., min bare metal thickness) galvanized steel, spaced a max of 24 in. OC. Studs to be cut 3/8 to 3/4 in. less than assembly height. Allowable use of studs is shown in the table below. For direct attachment of gypsum board only. DIETRICH INDUSTRIES INC— UltraSTEELp. 3. Batts and Blankets* —(Required as indicated under Item 4) — Mineral wool batts,friction fitted between studs and runners. Min nom thickness as indicated under Item 4. See Batts and Blankets(BKNV or BZJZ) Categories for names of Classified companies. 3A. Batts and Blankets* — (Optional)— Placed in stud cavities, any glass fiber or mineral wool insulation bearing the UL Classification Marking as to Surtace Burning Characteristics and/or Fire Resistance. See Batts and Blankets(BKNV or BZ)Z) Categories for names of Classified companies. 4. Gypsum Board* —Gypsum panels with beveled,square or tapered edges,applied vertically or horizontally. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Vertical joints in adjacent layers(multilayer systems)staggered one stud cavity. Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered. Horizontal edge joints and horizontal butt joints in adjacent layers(multilayer systems)staggered a min of 12 in.The thickness and number of layers for the 1 hr, 2 hr, 3 hr and 4 hr ratings are as follows: Waliboard Protection on Each Side of Wall Min Min No.of Min Stud Stud Layers Thkns of Depth, Depth, &Thkns Insulation Rating Item 2 item 2A of Panel (Item 3) 1 3-1�2 3-5/$ 1 layer, 5/8 in.thick Optional 1 2-1/2 _ 3-5/8 1 layer, 1/2 in. thick 1-1/2 in. �_____ ________ . ..._ _ --- 1 1'S/8 3-5/8 1 layer, 3/4 in. thick Optional z 1-5/8 2-1/2 2 layers, 1/2 in.thick Optional 2 1-5/8 2-1/2 2 layers, 5/8 in.thick Optional 2 3-i/2 3-5/8 1 layer, 3/4 in. thick 3 in. 3 1'S�$ Z-1/Z 3 layers, 1/2 in.thick Optional 3 1-5�$ 2-1/2 2 layers, 3/4 in.thick Optional 3 1-5�$ 2-1/Z 3 layers, 5/8 in. thick Optional 4 1-5�$ 2-i/2 4 layers, 5/8 in,thick Optional 4 1-5�$ 2-1/Z 4 layers, 1/2 in.thick Optional 4 2-1/2 2-1/2 2 layers, 3/4 in.thick 2 in. CANADIAN GYPSUM COMPANY— 1/2 in.thick Type C, IP-X2 or IPC-AR; WRC, 5/8 in.thick Type AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX,SHX, WRX or WRC; 3/4 in.thick Types IP-X3 or ULTRACODE UNITED STATES GYPSUM CO— 1/2 in.thick Type C, IP-X2, IPC-AR or WRC; 5/8 in. thick Type SCX, SHX, WRX, IP-X1,AR, C,WRC, FRX-G, IP-AR, IP-X2,IPC-AR; 3/4 in.thick Types IP-X3 or ULTRACODE � USG MEXICO S A DE C V— 1/2 in.thick Type C, IP-X2, IPC-AR or WRC; 5/8 in. thick Type AR, C, IP-AR, IP-X1, IP-X2, IPC- AR, SCX, SHX, WRX, WRC or; 3/4 in.thick Types IP-X3 or ULTRACODE When Item 6B, Steel Framing Members*, is used, Nonbearing Wall Rating is limited to 1 Hr. Min. stud depth is 3-1/2 in., min. thickness of insulation (Item 3) is 3 in., and two layers of gypsum board panels(1/2 in. or 5/8 in. thick)shall be attached to http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=BXUV.U419&c... 1/21/2007 13XU V.U41y - r'ire Kesistance Ratings -ANSUUL 263 Page 3 of 4 , furring channels as described in Item 5. One layer of gypsum board panels(1/2 in. or 5/8 in.thick)attached to opposite side of stud without furring channels as described in Item 5. 4A. Gypsum Board* — (As an alternate to Item 4) — 5/8 in. thick, 24 to 54 in. wide, applied horizontally as the outer layer to _ one side of the assembly. Secured as described in Item 5. CANADIAN GYPSUM COMPANY—Type SHX. UNITED STATES GYPSUM CO—Type FRX-G, SHX. USG MEXICO S A DE C V—Type SHX. 5. Fasteners—(Not shown)— For use with Item 2-Type S or S-12 steel screws used to attach panels to studs(Item 2)or furring channels(Item 6). Single layer systems: 1 in. long for 1/2 and 5/8 in.thick panels or 1-1/4 in. long for 3/4 in.thick panels, spaced 8 in. OC when panels are applied horizontatly, or 8 in. OC along vertical and bottom edges and 12 in.OC in the field when panels are applied vertically.Two layer systems: First layer- 1 in. long for 1/2 and 5/8 in. thick panels or 1-1/4 in. long for 3/4 in.thick panels,spaced 16 in. OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in.thick panels or 2-1/4 in. long for 3/4 in.thick panels,spaced 16 in. OC with screws offset 8 in.from first layer.Three-layer systems: First layer- 1 in. long for 1/2 in., 5/8 in.thick panels,spaced 24 in. OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in.thick panels,spaced 24 in. OC. Third layer- 2-1/4 in. long for 1/2 in., 5/8 in. thick panels or 2-5/8 in. long for 5/8 in.thick panels, spaced 12 in. OC. Screws offset min 6 in.from layer below. Four-layer systems: First layer- 1 in. long for 1/2 in., 5/8 in.thick panels,spaced 24 in. OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in. thick panels,spaced 24 in. OC.Third layer-2-1/4 in. long for 1/2 in. thick panels or 2-5/8 in. long for 5/8 in. thick panels, spaced 24 in. OC. Fourth layer-2-5/8 in. long for 1/2 in.thick panels or 3 in. long for 5/8 in.thick panels,spaced 12 in. OC. Screws offset min 6 in. from layer below. 5A. Fasteners—(Not shown)—For use with Item 2A-Type S or S-12 steel screws used to attach panels to studs(Item 2). Single layer systems: 1 in. long for 1/2 and 5/8 in.thick panels or 1-1/4 in. long for 3/4 in.thick panels, spaced 8-1/2 in. OC with additional screws 1 in. and 2-1/2 in. from edges of the board when panels are horizontally.or 8 in. OC along vertical and bottom edges and 12 in. OC in the field when panels are applied vertically.Two layer systems applied vertically: First layer- 1 in. long for 1/2 and 5/8 in.thick panels or 1-1/4 in. long for 3/4 in.thick panels, spaced 16 in. OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in.thick panels or 2-1/4 in. long for 3/4 in. thick panels, spaced 16 in.OC with screws offset 8 in. from first layer.Two layer systems applied horizontally: First layer- 1 in. long for 1/2 and 5/8 in.thick panels or 1-1/4 in. long for 3/4 in. thick panels,spaced 16 in. OC starting 8 in. from each edge of the board with an additional screw placed 1-1/4 in. from each edge of the board. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in.thick panels or 2-1/4 in. long for 3/4 in.thick panels, spaced 16 in. OC starting 8 in.from each edge of the board with an additional screw piaced 1-1/4 in. from each edge of the board with screws offset 8 in. from first layer. Three-layer systems: First layer- 1 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Second layer- 1-5/8 in. long for 1/2 in.,5/8 in.thick panels,spaced 24 in. OC.Third layer- 2-1/4 in. long for 1/2 in., 5/8 in. thick panels or 2-5/8 in. long for 5/8 in. thick panels, spaced 12 in. OC. Screws offset min 6 in. from layer below. For all layers,an additional screw shall be placed 1-1/4 in. from each edge of the board. Four-layer systems: First layer- 1 in. long for 1/2 in., 5/8 in.thick panels, spaced 24 in. OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in.thick panels, spaced 24 in. OC.Third layer- 2-1/4 in. long for 1/2 in.thick paneis or 2-5/8 in. long for 5/8 in.thick panels,spaced 24 in. OC. Fourth layer- 2-5/8 in. long for 1/2 in.thick panels or 3 in. long for 5/8 in.thick paneis,spaced 12 in. OC. Screws offset min 6 in.from layer below. For all layers,an additional screw shall be placed 1-1/4 in. from each edge of the board. 6. Furring Channels— (Optional, not shown, for single or double layer systems) — Resilient furring channels fabricated from min 25 MSG corrosion-protected steel, spaced verticaliy a max of 24 in. OC. Flange portion attached to each intersecting stud with 1/2 in. long Type S-12 steel screws. Not for use with Item 4A. 6A. Steel Framing Members(Not Shown)* — (Optional on one or both sides, not shown,for single or double layer systems) —As an alternate to Item 6,furring channels and Steel Framing Members as described below: a. Furring Channels— Formed of No. 25 MSG galv steel. 2-3/8 in. wide by 7/8 in. deep,spaced max, 24 in.OC perpendicular to studs. Channels secured to studs as described in Item b. Gypsum board attached to furring channels as described in Item 5. Not for use with Item 4A. b. Steel Framing Members* — Used to attach furring channels(Item 6Aa)to studs(Item 2).Clips spaced max.48 in. OC., and secured to studs with No. 8 x 1-1/2 in. minimum self-drilling,5-12 steel screw through the center grommet. Furring channels are friction fitted into clips. PAC INTERNATIONAL INC—Type RSIC-1. " 66. Steel Framing Members(Optional, Not Shown)* —As an alternate to Item 6,furring channels and Steel Framing Members on only one side of studs as described below: http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=BXUV.U419&c... 1/21/2007 13XU V.U41y -r'ire Kesistance Ratings -ANSI/UL 263 Page 4 of 4 a. Furring Channels— Formed of No. 25 MSG galv steel,spaced 24 in. OC perpendicu�ar to studs. Channels secured to studs as described in Item b. Batts and Blankets placed in stud cavity as described in Item 4.Two layers of gypsum board attached to furring channels as described in Item 4. Not for use with Item 4A. b. Steel Framing Members* — Used to attach furring channels(Item 6Ba)to one side of studs(Item 2)only. Clips spaced 48 in. OC.,and secured to studs with two No. 8 x 2-1/2 in. coarse drywall screws, one through the hole at each end of the clip. Furring channels are friction fitted into clips. KINETICS NOISE CONTROL INC—Type Isomax 7.Joint Tape and Compound—Vinyl or casein, dry or premixed joint compound applied in two coats to joints and screw heads of outer layers. Paper tape, nom 2 in. wide,embedded in first layer of compound over all joints of outer layer panels. Paper tape and joint compound may be omitted when gypsum panels are supplied with a square edge. 8. Siding, Brick or Stucco— (Optional, not shown)—Aluminum,vinyl or steel siding, brick veneer or stucco, meeting the requirements of local code agencies, installed over gypsum panels. Brick veneer attached to studs with corrugated metal wail ties attached to each stud with steel screws, not more than each sixth course of brick. 9.Caulking and Sealants* —(Optional, not shown) —A bead of acoustical sealant applied around the partition perimeter for sound controi. UNITED STATES GYPSUM CO—Type AS *Bearing the UL Classification Mark Last Updated on 2006-11-28 _ _ _ _ . ___ _ _ _ _ _ _ _ _ _ __ _ __. _ _ ._._ __ Ouestions? Notice of Disclaimer Page Too Copyri4ht OO 2007 Underwriters Laboratories Inc.p The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow-Up Service. Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Foilow-Up Service.Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1.The Guide Information, Designs and/or Listings(files) must be presented in their entirety and in a non-misleading manner,without any manipulation of the data (or drawings). 2.The statement"Reprinted from the Online Certifications Directory with permission from Underwriters Laboratories Inc." must appear adjacent to the extracted material. In addition,the reprinted material must include a copyright notice in the following format: "Copyright �O 2007 Underwriters Laboratories Inc.p" An �ndepantlent oryan;z�tion ivorkin� fr�r a safer evcrld �r�ith integrit�. precision antl kno�rt�leCye- L , '> ,, ,_ r,�' � ��;�:�.. ;j, http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=BXUV.U419&c... 1/21/2007 XHEZ.C-AJ-2282 - Through-penetration Firestop Systems Page 1 of 3 �! (1NIINF �FRTIFICaTi(1NS 111REGTORY L XHEZ.C-A7-2282 Through-penetration Firestop Systems Paae Bottom Through-penetration Firestop Systems See General Information for Through-�enetration Firestop Systems System No. C-A]-2282 November 29, 2005 F Rating — 2 Hr T Rating — 1 Hr L Rating At Ambient— Less Than 1 CFM/sq ft L Rating At 400 F— Less Than i CFM/sq ft W Rating—Class i (See Item 46) �......�{� I ~ I � r� A � i � .. � ; r��"�� > "� ; � : i � i �` f y , F�.'` � t"`,�I � � ; ',��J i , > ; t � + i r�.._� ;��i ► i � � � , `��: ; 3 i ~� :-��-�, � ; , � � J�__� ! L= 1 y � . � • � ' .....,.. ....}5 �: � ...... _ ....��_a.-... . �^r.:��.�/�' I I l 1 �.. ..� /�I!� �[ � ��! � 'f ,�5� � 't` il' i �i`5 �1 ::.,� `_' .v ;f., 4 Yl>. � � !h� �� • � I ` � ` -w � �"i�l � ......_ ....... ... ' r:: ` : . 1 �`"_::/ t r :...........................�..... I . . u ......_..� �..�..�+— .`r'{L _I � I i ,`l . i�� f�� I '� I �� I �'3�\ ( '' � I ,,5S r""'� •�J�j � f....... • 1 r � i . 1 �. � y i . � , -� S ; � [/�u A � ...� ^ r S �E "�, �r"Sf�+7��. ....;,`. `� � `j� Sy,� �! `�—+ ' ' �"^��`_ \ . ; � ""'" �ti:"' � � ' ��C�� A�A 1. Floor Assembly—Min 4-1/2 in. (114 mm)thick reinforced lightweight or normal weight(100-150 pcf or 1600-2400 kg/m3)concrete floor or min 5 in. (127 mm)thick reinforced lightweight or normal weight(100-150 pcf or 1600-2400 kg/m3) concrete wall. Wall may also be constructed of any UL Classified Concrete Blocks*. Max diam of opening is 5 in. (127 mm). See Concrete Blocks(CAZT)category in the Fire Resistance Directory for names of manufacturers. http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=XHEZ.C-AJ-228... 1/24/2007 XHEZ.C-AJ-2282 -Through-penetration Firestop Systems Page 2 of 3 2. Steel Sleeve— (Optional) —Nom 5 in. (127 mm)diam (or smaller)Schedule 10 (or heavier)steel pipe or nom 5 in. (127 mm)diam (or smaller) No. 26 GA(0.022 in. or 0.56 mm thick)sheet metal sleeve with square flange spot welded to the sleeve at approx mid-height and sized to be a min of 2 in. larger than the sleeve diam cast or grouted into Floor or wall assembly, flush with floor or wall surfaces. 2A. Nonmetallic Sleeve— (Optional) - Nom 5 in. (127 mm)diam (or smaller) polyvinyl ch�oride(PVC)sleeve cast into floor at time of concrete placement. 3.Through Penetrant—One nonmetallic pipe,conduit or tube to be centered within the firestop system.The annular space between the pipe or conduit and the periphery of the opening shall be nom 1/4 in. (6 mm). Pipe to be rigidly supported on both sides of the floor or wall assembly.The following types and sizes of nonmetallic pipes,conduits and tubes may be used: A. Polyvinyl Chloride(PVC) Pipe— Nom 4 in. (102 mm)diam (or smaller) Schedule 40 cellular or solid core polyviny�chloride(PVC) pipe for use in vented (drain, waste or vent)or closed (process or supply) piping systems. B. Chlorinated Polyvinyl Chloride(CPVC) Pipe—Nom 4 in. (102 mm)diam (or smaller) SDR 13.5 chlorinated polyvinyl chloride(CPVC) pipe for use in closed (process or supply) piping systems. C. Rigid Nonmetallic Conduit+ — Nom 4 in. (102 mm)diam (or smailer)Schedule 40 PVC conduit installed in accordance with Article 347 of the National Electrical Code(NFPA No. 70). D. Electrical Nonmetallic Conduit+— Nom 4 in. (102 mm)diam (or smaller) PVC tubing installed in accordance with Article 331 of the National Electrical Code(NFPA No. 70). E.Acrylonitrile Butadiene Styrene(ABS) — Pipe Nom 4 in. (102 mm)diam (or smaller) Schedule 40 cellular or solid core ABS pipe for use in closed (process or supply)or vented(drain,waste or vent) piping systems. 4. Firestop System—The firestop system shall consist of the following: A. Fill,Void or Cavity Material* —Wrap Strip—Nom 1/8 in. (3.2 mm)or 3/16 in. (4.8 mm)thick intumescent material faced on both sides with a plastic film, supplied in 2 in. (51 mm)wide strips. For nom 2-1/2 in. (64 mm)through 4 in. (102 mm)diam through penetrants,two stacks of wrap strip, each consisting of one wrap strip layer are individually wrapped around the through penetrant with the ends butted and held in place with a layer of aluminum foii tape. For nom 2 in. (51 mm)diam or smaller through penetrants, one layer of wrap strip wrapped around the through penetrant with the ends butted and held in place with a layer of aluminum foil tape. For nom 2-1/2 in. (64 mm)through 4 in. (102 mm) diam through penetrants,the wrap strips are installed such that the bottom edge is flush with the bottom surface of the floor. For nom 2 in. (51 mm)diam through penetrants,the wrap strips are installed such that the bottom edge is recessed 2 in. (51 mm)from the bottom of the floor. In walls,the wrap strips are installed with the exposed edges recessed 1/2 in. (13 mm)from each surface. SPECIFIED TECHNOLOGIES INC—SpecSeal BLU Wrap Strip or SpecSeal BlU2 Wrap Strip. B. Fill,Void or Cavity Material*—Sealant—In floors, min 1/2 in. (13 mm)thickness of fill material applied within the annulus on top surface of wrap strip. In walis, min 1/2 in. (13 mm)thickness of fill materiai applied within the annulus,flush with each surface of the wall. When required as specified in Item 4A, min 1/2 in. (13 mm)thickness of fill material applied within the annulus flush with both surfaces of floor. As an option in floors,generous bead of sealant applied to leading edge of wrap strip prior to insertion into annular space. Sufficient sealant shall be applied to cover lead edge of wrap strip and to fill annular space between the wrap strip and the concrete. SPECIFIED TECHNOLOGIES INC—SpecSeal 100, 101, 102, 105, 120 or 129 Sealant, SpecSeal LCI Sealant, Pensil 300 Silicone Sealant,or Pensil 300 SL Silicone Sealant. W Ratings apply when min 1/2 in. (13 mm)thickness of Pensil 300 or Pensil 300 SL is applied flush with top surface of floor. *Bearing the UL Classification Mark ' +Bearing the UL Listing Mark http://database.ul.com/cgi-bin/XYV/template/LISEXT/1FRAME/showpage.html?name=XHEZ.C-AJ-228... 1/24/200 i XHEZ.C-AJ-2282 - Through-penetration Firestop Systems Page 3 of 3 Last U�dated on 2005-11-29 uestions? Notice of Disclaimer Paqe Top r^^y�iqht �O 2007 Underwriters Laboratories Inc.p The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow-Up Service. Only those products bearing the UL Mark shouid be considered to be Listed and covered under UL's Foilow-Up Service.Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1.The Guide Information, Designs and/or Listings(files)must be presented in their entirety and in a non-misleading manner,without any maniputation of the data (or drawings). 2.The statement"Reprinted from the Online Certifications Directory with permission from Underwriters Laboratories Inc." must appear adjacent to the extraded material. In addition,the reprinted material must include a copyright notice in the foilowing format: "Copyright �O 2007 Underwriters Laboratories Inc.p" pn indeper.dent orgar�i�ation warkiny for a safer �vorid veith integrity. precision and knowledge. � t :� �, , ' ...., \ , �. IF i http:!/database.ul.com/cgi-bin/XYV/template/LISEXT/1FRAME/showpage.html?name=XHEZ.C-AJ-228... 1/24/200 i BXUV.P905 - Fire Resistance Ratings -ANSI/UL 263 Page 1 of 5 }�,�`'"y '�,■�� ue nen�r�[�rAT1AMC n1uC�T�1RY _�11� BXUV.P905 � Fire Resistance Ratings - ANSI/UL 263 Paqe Bottom Fire Resistance Ratings - ANSI/UL 263 See General Information for Fire Resistance Ratings-ANSI/UL 263 Design No. P905 Aprii 06, 2006 Restrained Assembly Rating i, 1-1/2 and—2 Hr. + (See Item 4D). Restrained Assembly Rating — 2 Hr. Unrestrained Assembly Rating— 1/2 Hr. +(Applicable only when stems are spaced 4 ft or less on centers) Load Restricted for Canadian Applications—See Guide BXUV7 1 i ��. �l�'i• � � r+�.{{,� �.._._�� .. � € � , �.:a �� : f � . � � � ��stro��ed �� : �nd D��i� �nd �� http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=BXUV.P905&cc... 1/21/2007 BXUV.P905 -Fire Resistance Ratings -ANSI/UL 263 Page 2 of 5 ��i� � � � � �� y � � � � ; � � �� s � � � ��5��4�� S�f�� e#a�� e�a�t 1. Roof Covering* —Consisting of hot mopped or cold application materials compatible with insulation(s) described herein which provide Ciass A, B or C coverings. See Roofing Materials and Systems Directory-Roof Covering Materials(TEVT). lA. In lieu of Item i,roof covering consisting of single-ply Roofing Membrane* —that is either ballasted,adhered or mechanically attached as permitted under the respective manufacturer's Classification. See Fire Resistance Directory— Roofing Membranes(CHCI). 2.loint—Precast units to be butted together. 3. Minimum Bearing — 3 in. 4.Insulating Concrete—Various types of insulating concrete applied in the thickness indicated below: A. Perlite Concrete—Total thickness, min 2 in., max 6 in. 4 to 6-cu ft Perlite Aggregate*to 94-Ib Portland cement and 2 pt of air entraining agent. See Perlite Aggregate(CFFX)category for names of manufacturers. Al. Foamed Plastic* (Optional) — Foamed plastic insulation boards with holes and slots. For use only with perlite concrete. Max thickness 4 in. CELLOFOAM NORTH AMERICA INC DYPLAST PRODUCTS L L C B.Vermiculite Concrete—Total thickness, min 2 in., 6 to 8-cu ft Vermiculite Aggregate*to 94-Ib Portland cement and 0.125 Ib air entraining agent. GRACE CANADA INC ELASTIZELL CORP OF AMERICA—Types M516-U, MSV 200. _ MANDOVAL LTD MANDOVAL VERMICULITE PRODUCTS INC + PALMETTO VERMICULITE CO http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=BXUV.P905&cc... 1/21/2007 BXUV.P905 -Fire Resistance Ratings -ANSI/UL 263 Page 3 of 5 SIPLASTINC STRONG CO INC F VERMICULITE PRODUCTS INC Bi. Foamed Plastic* (Optional) — Foamed plastic insulation board with holes and stots for use oniy with vermiculite concrete. Max thickness 8 in. SIPLASTINC VERMICULITE PRODUCTS INC C. Cellular Concrete—Total thickness min 2 in.; 3.6 cu ft of stabilized preformed foam to 94 Ib Portland cement premixed with 6-1/4 gal of water. Cellular concrete to have a dry density of 30 +or- 3.0 pcf and a 28-day compressive strength of 125 to 475 psi as determined in accordance with ASTM C495-66. Cl.Cellular Concrete— Roof Topping Mixture* —Concentrate mixed with water and Portland cement per manufacturer's specifications. Cast dry density and 28-day min compressive strength of min 190 psi as determined in accordance with ASTM C495-66.Thickness of cellular concrete shall be min 2 in. CELCORE INC—Type Celcore with cast dry density of 31 (+ or-3.0)pcf or Type Celcore MF with cast dry density of 29(+or- 3.0) pcf. CELLULAR CONCRETE L L C—Cast dry density 37(+or-)3.0 pcf. ELASTIZELL CORP OF AMERICA—Type II. Mix#1 of cast dry density 39(+or-)3.0 pcf, Mix#2 of cast dry density 40(+ or-) 3.0 pcf, Mix#3 of cast dry density 47 (+ or-)3.0 pcf. LITE-CRETE INC—Cast dry density of 29 (+ or-) 3.0 pcf. SIPLAST INC— Mix#1. Cast dry density 32(+or-) 3.0 pcf. VERMICULITE PRODUCTS INC C2. Foamed Plastic* — (Optional)— For use only with cellular concrete. Max thickness 8 in.with 1- 1/2 in.diam holes. C3. Foamed Plastic* —(Optional)— For use with cellular concrete. Max thickness 8 in. and containing both hole and slot configuration. SIPLASTINC VERMICULITE PRODUCTS INC D.Vermiculite Concrete—Slurry coat 1/8 in.thickness, min 1 in. topping thickness, 3.5 cu ft.Type NVC Concrete Aggregate*or Type NVS Vermiculite Aggregate*to 94 Ib Portland cement. SIPLASTINC VERMICULITE PRODUCTS INC _ D1. Foamed Plastic* — Foamed plastic insulation board with holes and slots for use only with vermiculite concrete. Min thickness 3- 1/8 in.,for 2 hr rating. Foamed plastic is optional for 1 and 1- 1/2 hr rating. http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=BXUV.P905&cc... 1/21/2007 BXU V.P905 -Fire Kesistance Ratings -ANSI/LJL 263 ,. Page 4 of 5 . ' SIPLASTINC VERMICULITE PRODUCTS INC • E. Celiular Concrete— Roof To * _ pping Mixture Foam Concentrate mixed with water, Portland Cement and UL Classified Vermiculite Aggregate per manufacturer's application instructions. Cast dry density of 33(+or-) 3.0 pcf and 28-day compressive strength of min 250 psi as determined in accordance with ASTM C495-86. ENGLEHARD CORP EXAUST CONTROLS INC— Mix#3. SIPLAST INC—Mix#3. E1. Foamed Plastic* — (Optional) — For use with cellular concrete. Max thickness 8 in. and containing bother hole and slot configuration. SIPLASTINC VERMICULITE PRODUCTS INC F. Roof Topping Mixture* —Approx 4.5 gal of water to 41 Ibs of NVS Premix floor topping mixture. Siurry coat 1/8 in.thickness beneath foamed plastic, when used, 1 in. min topping thickness. SIPLASTINC Fi. Foamed Plastic* —Foamed plastic insulation board with holes and slots for use only with Roof topping mixture, min thickness 3-1/8 in.,for 2 hr rating. Foamed plastic is optional for 1 and 1-1/2 hr ratings. SIPLASTINC 5. Precast Concrete Units* —Single-or double stemmed, lightweight or normal weight aggregate. See Precast Concrete Units category for names of manufacturers. *Bearing the UL Classification Mark Last Updated on 2006-04-06 _ _ _ _ _. _ _ _ __ __ _ _ Questions? Notice of Disclaimer _ _ _ _ _ _ _ Paqe ToQ Co�vriaht Cc)2007 Underwriters Laboratories Inc p The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow-Up Service. Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Follow-Up Service.Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1.The Guide Information, Designs and/or Listings(files) must be presented in their entirety and in a non-misleading manner, without any manipulation of the data (or drawings). 2.The statement"Reprinted from the Online Certifications Directory with permission from Underwriters Laboratories Inc."must appear adjacent to the extracted material. In addition,the reprinted material must include a copyright notice in the following format: "Copyright OO 2007 Underwriters Laboratories Inc.p" http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=BXUV.P905&cc... 1/21/2007