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Home My WebLink AboutB09-0321 Community Development Department 75 South Frontage Road . Vail, Colorado USA 81657 - t ��'1�' �� • CERTIFICATE OF OCCUPANCY This certificate is issued pursuant to the requirements of Title 10, Section 10-1-2, ADOPTED CODES of the Vail Town Code certifying that, at the time of issuance, this structure was found to be substantially in compliance with the various ordinances of the town regulating building construction or use for the following: Name and description of project First Chair (employee housing) Address of project: 600 West Lionshead Circle Vai1,Co. 81657 Owner name and address: Vail Corp IBC Edition: 2009 IBC Occupancy Group(s): R2 S2 Type(s)of Construction: VA Permit Number(s): B09-0321 Occupant Load: 32 UNITS Sprinkler Syster � ' N: , � �,. , � 2� �� Martin Haeberle,Chief Building Official Date �v�' - d� u � � . TOWNOF VAI�� . REPORT OF SPECIAL INSPECTIONS Project: 1st Chair Employee Housing Permit Number: B09-0321 Project Location: 600 West Lionshead Circle Owner Vail Resorts Address 137 W Benchmark Rd;PO Box 959City: Avon, CO Zip: 81620 �� GROUND Engineering Consultants, Inc Ke9� i �n e (Materials Testing & Special Inspections) Address: PO Box 464; 101A Airpark Dr #9 City: Gypsum State: C� Zip: 81637 Phone: 970-524-0720 Fax: 970-524-0721 E-mail: EvanK@GroundEng.com This Report of Special inspections attached is submitted as a condition from permit issuance in accordance with Section 1704 International Building Code. It includes a Schedule of Special Inspection Services applicable to the above referenced project as well as the identity of the individuals, agencies, � or firms intended to be retained for conducting these inspections. The Special Inspector(s) shall keep records of all inspections and shall furnish interim inspection reports to the registered design professional in responsible charge at a frequency agreed upon by the permit applicant and building official prior to the start of work. Discrepancies shall be brought to the immediate attention of the contractor and design professional in responsible charge for correction. If the discrepancies are not corrected, the discrepancies shall be brought to the attention of the building official by the registered design professional in responsible charge prior to the completion of that phase of work. A Final Report of Special Inspections shall be submitted by the design professional in responsible charge to the building official at the conclusion of the project and before a certificate of occupancy will be issued. Prepared by: � JU/1iv.L0 � ' W� ,;�;-}s�;<;t. Type or rint Na t'�`�i�� R� �S' o� es, e F � °Qa � o � n Q o a ' nature e� f { �� a /� � a-, � I `-'� C �, � l °� Date O 0 '9 � �. '° �� 0�aseaee Preparer's Se� � Ure Required To be filled out by the jurisdiction and returned to applicant Building Official's Acceptance of Special Inspections Frequency of Interim reports: Monthly Bi-Monthly Upon Completion , PerAttached Schedule ` Signature Date Permit Number -10- April 1, 2011 � Subject: Summary of Materials Testing & Special Inspection Services, First Chair Employee Housing, Vail, Colorado Job Number: 10-6522 TOV Permit#B09-0321 Mr. Kyle Griffith Vail Resorts Development Co. P.O. Box 959 Avon, CO 81620 Attn: Mr. Kyle Griffith, This letter summarizes the materials testing GROUND Engineering Consultants, Inc. (GROUND) performed during the construction of the First Chair Employee Housing project, located 600 West Lionshead Circle in Vail, Colorado. The special inspections and materials testing services were performed at times scheduled by the Owner, Contractor and/or Subcontractors between May 26, 2010 and March 18, 2011. Representatives of our office were present on a part time basis to periodically observe � the foundation subgrade, the placement of backfill for utilities, pavement and sidewalk subgrades. Nuclear-moisture density testing was periodically performed on the processed soils. Please see GROUND's observation reports and soils report #08-6003 dated 12/11/2008 regarding preparation of the foundation subgrade soils. During construction, representatives of our office periodically observed reinforcing steel placement and performed periodic testing on the structural concrete placed for the foundation, foundation walls, slabs on grade, slabs on deck and other structural elements. Samples of the structural concrete were periodically tested to determine physical properties and compressive strength. Representatives of our office periodically observed reinforcing steel placement and grouting operations, during masonry construction, when scheduled by the Owner, Contractor or Subcontractor. At the time of our visits, representatives of our office observed the placement of reinforcing steel and the general construction of the masonry walls. Mortar, grout, and masonry prism specimens were cast periodically during construction and tested for compressive strength. Structural steel welded and bolted connections were observed during construction by a certified welding inspector (CWI). These observations were completed at times scheduled by the Owner, Contractor or Subcontractor. � �r �� ENGINEERING COiVSULTRNTS IPVC. IOIA Airpark Dr.,Unit 9,PO Box 464,Gypsum,CO 81637 Phone(970}524-0720 Fax{970)524-0721 www.groundeng.com O�ce Locations.� Englewood . Commerce City . Loveland . Granby . Gypsum . Grand Jmiction . Casper,WY First Chair Employee Housing Vail,Colorado Spray applied fireproofing was observed during construction by a representative from GROUND. These observations were completed at times scheduled by the Owner, �`" Contractor or Subcontractor. The thickness and adhesive strength of the fireproofing was measured and samples were periodically collected to determine the in-place density. Based on the final test results to date, field observations, RFI's received and other project documentation received from the design team, it is our opinion that the materials tested and/or observed for the foundation soils, structural concrete, reinforcing steel, structural masonry, structural steel and spray applied fireproofing were in general accordance with project plans, specifications, and/or applicable RFI's. The observations and materials testing as indicated above were performed periodically to provide data to the Owner, Contractor and Subcontractors to assist them in evaluating the general compliance of the tested materials and/or work with the contract documents at the times of our observation and testing. We did not supervise, direct or have any control over any of the Contractor's or Subcontractor's work. We were not responsible for the Contractor's or Subcontractor's scheduling of our services, means, ,methods, procedures, techniques, or sequences of construction, nor responsible for ensuring that any Contractor or Subcontractor performed or completed the work in accordance with the contract documents or construction industry standards. If you have any questions concerning this letter, please contact our office. � Sincerely, GROUND Enyineering Consultants, Inc. - `�\ Evan E. Kuhn �:��=��-�•� ,� � �� .�•^�e l . � � 05 910� � � aQ � �o �0 7�°l a�� e �o a e � Fea aa s °a�eoa0e �� Reviewed by Ja `r l� , P.E. • Job No.10-6522 GROUND Engineering Consultants,Inc. Page 2 of 2 NOTE: TH/S PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES l� TOWNOF VAII, ' Town of Vail, Community Development, 75 South Frontage Road,Vail, Colorado 81657 p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149 NEW COMM BUILDING PERMIT Permit #: 609-0321 Project #: Job Address: 600 W LIONSHEAD CIR VAIL Status. . : ISSUED Location......: FIRST CHAIR, NORTH DAY LOT Applied . . : 11/04/2009 Parcel No....: 210106308004 Issued. .. : 03/23/2011 Expires. ..: 03/23/2011 OWNER VAIL CORP 11/04/2009 PO BOX 7 VAIL CO 81658 CONTRACTOR R.A. NELSON&ASSOCIATES, IN 11/04/2009 Phone:970-949-5152 PO DRAWER 5400 AVON Colorado 81620 License: 170-A Description: NORTH DAY LOT DEVELOPMENT Occupancy Type Factor Sq Feet Valuation Totals... 59,400$9,931,244.00' Number of Dwelling Units: Occupancy: R-2 Town of Vail Adjusted Valuation: $9,931,244.00 Type Construction: VA Total Sq Ft Added: 59400 ...............................x..................,,..x..,,.............,.,....,,,. FEE SUMMARY .,...,.�...................+.,.......,...,.,,,.,,.........»...........,.,,....... Building Permit Fee------> $38,210.55 Will Call---------------------------> $4.00 Total Calculated Fees-------------> 291,726.29 Plan Check--------------------> $24,836.86 Use Tax Fee---------------------> 198,424.88 Additional Fees-----------------------> $0.00 Add'I Plan Check Hours-> $550.00 Restuarant Plan Review---> $0.00 TOTAL PERMIT FEES-------------> 291,726.29 Investigation-----------------> $0.00 Recreation Fee----------------> $29,700.00 Payments------------------------------> 291,726.29 Total Calculated Fees------> 291,726.29 BALANCE DUE-----------------------> $0.00 .............................................�......,,,,.,...........,...,.,.....,.......,..,,....,,........,.........,...........,,...,,,.....................,,.......x..........,..,.. 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 informatior 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 970.479.2149 OR AT OUR OFFICE FROM 8:00 AM-4:00 PM. � 3 z3 Sig atu f O er or Contractor Dat �t''yG� �'��-/�'�-i �'N Print Name n ew_co n st ru ct i o n_pe rm it_041908 .«......................>,,...................,..........,.....,........,.....,,,,......,,,...,.,,,,........,x.,.,..........,,x.,,......,,.>,.,,,,,,......,.,........................ APPROVALS Permit#: 609-0321 as of 03-23-2011 Status: ISSUED ....................�,...,.....�.........,.,.,�...............................<.......��.......,.............�...,,......,,,,.......,,..............................................,.,. Item: 05100 BUILDING DEPARTMENT 12/28/2009 Martin Action: CR F:\CDev\CHRIS\PERMIT.COMMENTS\B09-0321\B090321 1 st comments.DOC 03/25/2010 Martin Action: AP 09/22/2010 mhaeberle Action: AP REVISIONS DATED RECEIVED ON 09/16/10 ARE APPROVED. Item: 05400 PLANNING DEPARTMENT 12/09/2009 Warren Action: CR Prior to sign off from Planning the applicant shall submit a plan for addressing the necessary eight parking spaces that not have been located/replaced when the North Day Lot is taken out of service for VR employee parking. 03/11/2010 Warren Action: CR Prior to sign off from Planning the applicant shall submit a plan for addressing the necessary eight parking spaces that not have been located/replaced when the North Day Lot is taken out of service for VR employee parking. Once this is recieved Planning can sign off. 03/25/2010 Warren Action: AP All necessary items have been resolved. 09/23/2010 Warren Action: AP Revisions identifed as PR#06 dated 9/17/10 are approved 01/14/2011 Warren Action: AP The plans date stamped January 13, 2011, are approved by planning. Included a pedestrian path reconfiguration and changes to the roof protecting the gas meter. 01/28/2011 Warren Action: AP Planning approves of the roof snow retention system revisions. 03/11/2011 Warren Action: AP The signage package is approved by planning. Item: 05600 FIRE DEPARTMENT 12/30/2009 mvaughan Action: CR comments have emailed to contractor, FPE, architect, and Martin H. 03/18/2010 mvaughan Action: AP 01/25/2011 McGee Action: AP Revision 01 13 2011 to combustible roof design. 02/09/2011 mvaughan Action: AP revisions dated 1/27/11 for snow fencing approved. 03/16/2011 mvaughan Action: AP signage package dated 3-4-2011 Item: 05500 PUBLIC WORKS 12/28/2009 Martin Action: CR F:\CDev\CHRIS\PERMIT.COMMENTS\609-0321\B090321 1 st comments.DOC 03/16/2010 TK Action: APCR The Town of Vail Public Works Department has received the Building Permit re-submittal plan set dated received 3/9/10 for the First Chair(North Day Lot) Development. Based on our review the following shall be agreed to as conditions of the BP approval and the applicant must gain approval by the Town prior to TCO/CO or as noted. new_construction_perm it_041908 Conditions of Approval 1. As discussed and shown within the PEC approved plans, a"Skier Drop-Off'wayfinding sign program of informational signs and monument signs is required. Please provide sign program and how it will work with the existing wayfinding sign program. 2. Provide an easement plan, showing all necessary and agreed upon easements, along with easement language. 3. The existing storm sewer pipe shall be completely removed befinreen the two inlet being removed and the one inlet to remain at the entrance to First Chair along W. LH Circle 4. The curb taper along W. LH Circle shall be 6' long instead of 3' long as shown. 5. The mechanical plans show the skier drop off as Town of Vail zones, these are VR zones per the skier drop off agreement, please update. 6. NA 7. Details: a. The heated paver walks in Town ROW and Tract are not required to have 80mm pavers nor a concrete sub slab. The standard TOV pedestrian heated paver walk requires; 60mm pavers on 2" sand with snowmelt tubing, on top of 6" Class 6 compacted base, restrained by a concrete edge or other approved edge restraint. 8. A similar snowmelt agreement as to the one with the Arrabelle will need to be executed, in order to administer responsibilities for payment for the shared boiler system, as well as a standard Town streetscape/heated walk maintenance agreement. 9. The Vail Village fixtures and bollards on Town property should be run off Town power. 10. All construction staging issues shall be resolved prior to construction including staging, phasing, access, schedules, traffic control, emergency access, etc... 11. A ROW/Utility permit shall be obtained and approved by the Town of Vail prior to commencing any construction within public Right of Way. 12. A Town of Vail Revocable ROW permit shall be recorded � for all private property improvements located within public ways. 13. Prior to approval of a Building permit all necessary permanent and temporary easements are recorded with Eagle County. A CDPHE Permit and all applicable ACOE permits (i.e. Dewatering) shall be submitted prior to construction 06/17/2010 tk Action: AP Approved revisions as provided on plans received 6/10/2010. Conditions of approval as noted above have been resolved as per the response letter dated 6/7/10. 08/03/2010 tk Action: AP Approved MSE wall revisions based on plans received 7/11/2010 noted as ASI-10 6/7/10 08/18/2010 tk Action: AP Approved change to curved retaing wall to inciude soil nails with plans sealed on 8/9/10, along with cover letter dated 8/12/10. 11/02/2010 Is Action: AP Approved per Chad Salli 02/02/2011 Martin Action: AP Revisions of n ew_co n st r u ct i o n_p e rm it_041908 1/13/2010 includes moving of sidewalk. Per Chad and Leonard 03/14/2011 cs Action: NA interior sign package Item: 05101 BUILDING DEPT REVISION 08/19/2010 Martin Action: AP Per Tom Kassmel review 02/01/2011 Martin Action: AP Approved revisions of January 13th 02/02/2011 Martin Action: AP Revisions dated 1/27/2011 Heat tape and addition of panels for heat tape 03/23/2011 JRM Action: AP APPROVED SIGNAGE PACKET .. 1 PAGE WILL BE SWAPPED OUT WITH A NEW CORRECTED PAGE ..............................................,......,,,....,,.>..,..........................,,...................,.,,,.........,,,....,.......,....,........,.....,,..,.,.......,.,.. See the Conditions section of this Document for any that may apply. n ew_co n st ru ct i o n_pe rm i t_041908 .............................>......�....................,........,.............,.............,..,.....,.,....,,.......,.,.,...,.,....,..,,,,...,....,............................... CONDITIONS OF APPROVAL Permit#: 609-0321 as of 03-23-2011 Status: ISSUED ..»...................................................................................................x..,....,...................,.......>.......>.............,..,,...,....,..,.... Cond: 1 (FIRE): 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: 17 (BLDG.): A STRUCTUAL ENGINEER WI�L BE REQUIRED TO APPROVE ANY STRUCTUAL CHANGES BEFORE A FRAMING INSPECTION IS APPROVED BY THE TOWN OF VAIL. Cond: 20 (BLDG.): FIELD INSPECTIONS BY FIRE AND BUILDING DEPARTMENTS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE BEFORE BEING USED FOR OCCCUPANCY. Cond: 31 (BLDG.): BOILERS SHALL BE MOUNTED ON FLOORS OF NONCOMBUSTIBLE CONST. UNLESS LISTED FOR MOUNTING ON COMBUSTIBLE FLOORING. Cond: 34 (BLDG.): A COPY OF THE SOILS REPORT WILL BE REQUIRED BEFORE A FOOTING INSPECTION WILL BE CALLED FOR. Cond: 35 (P.W.): ACCESS AND DRAINAGE INSPECTIONS MUST BE DONE BEFORE FOOTING INSPECTION. Cond: 40 (BLDG): (MFR/COMM) FIRE ALARM REQUIRED PER NFPA 72. Cond: 5 (PLAN): PRIOR TO THE TOWN BUILDING DEPARTMENT CONDUCTING A FRAMING INSPECTION, AN IMPROVEMENT LOCATION CERTIFICATE (ILC) SHALL BE SUBMITTED TO THE DEPARTMENT OF COMMUNITY DEVELOPMENT A MINIMUM OF FORTY-EIGHT HOURS IN ADVANCE OF THE REQUESTED INSPECTION. ROOF RIDGES AND BUILDING FOOTPRINT SHALL BE INDICATED ON THE ILC. Cond: CON0011333 n ew_co n st ru ct i o n_pe rm it_041908 **************�********+**************************�***************************************** TOWN OF VAIL, COLORADO Statement *********************+*********************************+************************�*********** Statement Number: R110000218 Amount: $110.00 03/23/201102 :44 PM Payment Method:Credit Crd Init: SAB Notation: VISA-KYLE GRIFFITH ----------------------------------------------------------------------------- Permit No: B09-0321 Type: NEW COMM BUILDING PERMIT Parcel No: 2101-063-0800-4 Site Address: 600 W LIONSHEAD CIR VAIL Location: FIRST CHAIR, NORTH DAY LOT Total Fees: 291, 726.29 This Payment: $110.00 Total ALL Pmts: 291, 726.29 Balance: $0. 00 ************************************************�****�*******+****************��************ ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ PF 00100003112300 PLAN CHECK FEES 110. 00 ----------------------------------------------------------------------------- �s � '�"�� ;� � {';�N��,� Department of'.Community Deyelopmen�:��'� � �'�, ",. ��' °�� '� �.: � � � � �75 South Frontage Ro�' � �;: � �, ,< i „ � ��, _ .,•s � � �� , , , -� �:�y��,�, � Vail,�C�!or`ac� � ,"_ � _ � K `",�° „ - Ter'.9.�p '��_�° ,,'`�:�+"�, � ,�. : �� .,i � � .�� "� �" � '�" �� s��',' � y - �; �„�"�._ De�,�e'lopmen a: � , . , >. , . , _ , »�. _. . �,. ,. y�;�' �:.�' _ �,... TRANSMITTAL FORM �� Revision Submittals: 1. "Field SeY'of approved plans MUST accompany revisions. 2. No further inspections will be performed until the revisions are approved&the permit is re-issued. 3. Fees for reviewing revisions are$55.00 per hour(2 hour minimum), and are due upon issuance. Permit#(s)information applies to: Attention: O Revisions ( )Response to Correction Letter a1�9- �}�Z� ��GT//✓ attached copy of correction letter —' ( )Deferred Submittal (.�dther � syy� Project Street Address: �p00 /,�/ lDNSHF�77 Gi2 Description/List of Changes: (Number) (Street) (Suite#) i�?1T�?GH�D iS TN� /�✓T��/o� J'/�� Building/Complex Name: F/�JT G�AiR ��G�� Fd�G 21t� hL�iT G+�l� _ _ _ 9�J�cf'• �GcH-�� l,�1s Rt-viey..t-n Contact Information: Company: 1�A'IL 17ESOQTS : /�'NO A��ilo✓L'D• Company Address: �0 $oX 959' City: /�YON State: Gv Zip: �/G ZV Contact Name: /YrILE (aQly'/Th� ContactPhone: ��SS�/o7/ E-Mail �'��i�a��rGSo�•�''� Revised ADDITIONAL Valuations(Labor&Materials) (DO NOT include original valuation) Building: $ �' :(use additional sheet if necessary) Plumbing: $ Date Received: � �_ Electrical: $ � � r� f� � �/7 2 V IS V L� Mechanical: $ � Total: $ �' MAR 112011 TOWN OF VAIL ol-Jan-�o , RFV�FwFo A�CT'E 11EVIEW IS:OR f10lQIAl fANF01d111NCE WITH bEEION INTENt AND CONTRACT DOCUYEkf8. MARITIMO�OR COYMBNTS OO N01 IIELIiVE tNE CpITRACTOR�R0�1 0011rUMICE YNtN OI�tlII1p06 M1D SPECIFICATIONE. TML CONTRAC�411 REYAINS �EMOMNRE fOR GtIMlTlfv,OETA�.B AI1D A:;CtIRAGY. CONfIRMINO AND CORAELATIMG fA�RILAT1pN PIIOCESSEB. TECNNIQUEE Qi AlEEM�LY, ANO COdtDIqAT10N OF 11GOEt A11D dlTf CONDITIOtii. �� o�.� o��►� ❑� o+�� l � �� ,� FIRST CHAIR SIGNAGE PROGRAM 3-4-201 1 C�v�-�� ice C►o�►�r � � � � � � � MAR 112011 TOWR9 U� !/AIL � 12100 w. 52nd Ave. #111, Wheat Ridge, CO 80033 // 303-425-6295 // sdesign@mho.net � Steve DePoyster � Level 1 Signage Location Plan 3-7-2011 � � � 12100 w. 52nd Ave. #111, Wheat Ridge, CO 80033 // 303-425-6295 // sdesign@mho.net This document contains copyrighted malerial and Vade secret information bebnging exdusively to O.P.I.,Inc and Steve DePoyster. My unauttrorized use,disdosure,dissemina6on or duplication of any of the information contained herein may resuH in liabiliry under applicaWe laws. � � � � o � � MAR 1 12011 TOWN OF lf�iL � REV/E' WED �� NIITN bESWN INTENT ANO GONTRACT DOC{IYENTS. MAR171N3s OR COMMENTS 00 NOT 11El1iVE TNE' COMf'RAC70R fRCMI 0011rL1MlCE YIRfM ORAYID10a AdD i�EC1i1CAT10N=. TN[ CONTRACTOII R[YAINs 1�OMMRE fOR CIYINTITN OETM.S M1D ACGYRACV. CONFIRMtNO AND GORRELATIN3 FA�RICATION PROGE8SE5. TECMNIpUEE Qf AiEEYtLY, AMO COORDMIATION OF t11A0ES Al1D slif OOOqIT101�1l. �no oxE►ra+s nua�+ (p�vwE a�r O��sNOTw ❑�c� G�n�o wm�our�w IMn�ntctu� tw�w oES� �rteNO�oes�c� � �� a� FIRST CHAtR SIGNAGE PROGRAM 3-4-201 1 s D � c� � o � � � �, MAR 112011 ;� � TOW'N O� VAIL �'�"_� 12100 w. 52nd Ave. #1 1 1, Wheat Ridge, CO 80033 // 303-425-6295 // sdesign@mho.net � � � Steve DePoyster � Level 1 Signage Location Plan 3-7-2011 � � � 12100 w. 52nd Ave. #1 1 1, Wheat Ridge, CO 80033 // 303-425-6295 // sdesign@mho.net This doament contains copyrighted material and Vade seaet infortna6on bebnging exdusivey lo O.P.I.,Inc.and Steve DePayster. My unauthaized use,disdosure,dissemination a duplication of any oi the infortnation oontained herein may resuR in liabiliry under applipble laws. j C� � � � �I � ��D ' MAR 112011 i ,�TOWN OF VAIL 17 35 STAIR 2 LEVEL � LEVEL 1 - 5 ROOFACCESS EMERGENCY EXIT ON LEVEL 1 STAIR 1 LEVEL � LEVEL 1 - 5 ROOF ACCESS EMERGENCY EXIT ON LEVEL 1 � $ 19 29 30 37 � COMPACT CAR ONLY -- - � ------- LOBBY AND ELEVATOR RECYCLING i __ ------- --� � �- _ _-_ TELECOM AND ELECTRICAL �� ELECTRICA! MECHANICAL I STORAGE __ ----- EXIT � Vinyl copy applied to door PARKING � _--- --- ___ _.__ � ! STAIRS � AND EXIT r I STAI RS �___--. TRASH I --- -------- � GENERATOR ELEVATOR MACHINE ROOM � � � � . � ' � � . ' � ' 1 �� ' �.rf .- �1� ►.:.� Vinyl copy applied to door IN CASE OF FIRE DO NOT USE ELEVATOR USE STAIRS � Vinyl copy applied to door / ♦ ■ 12100 w. 52nd Ave. #111 Wheat Ridge,CO 80033 303-425-6295 sdesign@mho.net This drawing is for visual and design intent only and not to be interpreted as a construction drawing un►ess specifically detailed Date 3-4-2011 Revised Title: : First Chair , Garage signage s schedule scaie- none C� G � � �I � � p � , MAR 112011 iV O� VAIL � � �� 17" E LECTRICAL 17" MECHANICAL 14" E L EVATO R MACHINE ROO M 13" -- — -----� • : : �I .. � 1 . �� - � � r � 11" --I . - ------__------—� AND EXIT 11" LOBBY �t 11" STAIRS � 13" � I STORAG 1/8" aluminum signs with DupontAutomotive ( Benjamin Moore "Hampshire Grey ) paint finish and black reflective scotchlite lettering and in-line border. - � � 12100 w. 52nd Ave. #111 Wheat Ridge, CO 80033 303-425-6295 sdesign@mho.net This drawing is for visual and design intent only and not to be interpreted as a construction drawing unless specifically detailed Date 2-28-2011 Revised Title: �' First Chair � Garage Signage Scale- 1 to 5 � � � � V � � � D MAR 112011 TOW� �F VAIL N � • � O � o ■ � cn TI N �' � � Q r+ D (� c� � � � � 3 m v r+ � � � O 0 0 w � 0 w � � N cn N � � � Q � iQ� ^� `�J � 3 O � c� � � _�' m C� � � O � n r+ O � �� -�, �� c� � W i N O � � C� 0 0 � � � 3 n � � � � 3 � � X � (D � .: � O zz C O n tn mCCDi� � c� m D m � � r � (n � T � � � m 0 � ov D �n' m Q- � c �' �• o0 � o m � � � � � � Q � N (D -� � � T '� /� � r ,,.�� °° � Z � O � O � � n N 0 '� � O z T � T � � On � T m —� r � � � 22�� _ C� /'C7 � 0 W T �' O� � � � � � � m � � m c� � � � � T � C � � � _ � � � O � � �- � v � � c� �' o c�' � � a � � � � m X T � T O � � _ � T � �J � O � T� �� 1 � � 00 � � � � Q � � � � � � c� �p �� (D � � 3 X � 0 � w � � � u V L� # D � MAR 11201� ; , TOWN OF VAIL �� ' � , � � FIFTH FLOOR 504-511 FOURTH FLOOR 404-411 THIRD FLOOR 304-311 SECOND fLOOR 204-211 OFfICE PATIO FIRST FLOOR LOBBY PARfONG IN CASE OF fiRE DO NOT USE ELEVATOR USE STAIRS ---__ __ __ _ � PATIO �� ELECTRICAL i�l ,I�--- OFFICE �� LAUNDRY __ _ � ' STAIRS � __--__----- � _,* 209-211 �, -_ _ t 204-208 LAU N D RY LOUNGE J IHIR L LEVEL LEVEL 1 - 5 1'fAAC A/'�/'�Cl^C tmtK�tn�Y txi i ON LEVEL 1 .a�r��r� � LEVEL LEVEL 1 - 5 o�� EMERGENCY EXIT ON LEVEL 1 � THIS DOOR TO REMAIN UNLOCKED DURING OPERATIONAL HOURS (Lettering on glass door) � � � � 204 _ ___ ' 211 _ _ _ _ _ 205 '� 2Q% �' � Level 2 Signage Schedule and Location Plan � � � � 12100 w. 52nd Ave. #111, Wheat Ridge, CO 80033 // 303-425-6295 // sdesign@mho.net This documenl wntains copyrighled material and trade seaet informa6on belonging exdusively to O.P.I.,Inc.and Steve DePoyster. My unauthorized use,disdosure,dissemination or duplica6on of any of the informa6on contained herein may resutt in Nability under applipble laws. FIRST,�CHAIR FIFTH FLOOR 504-571 FOURTH FIOOR 404-417 THIRD FLOOR 304-311 SECOND FLOOR 20a-21t OFFICE PATiO FIRST FLOOR LOBBY PARKING ttJ CASE OF FIRE DO NOT USE ELEVATOR USE STAIRS � STORAGE i � � _ _ _ _ _ __ LOUNGE �'� LAUNDRY �° JANITOR � ' t �I 309-311 � _ ,� 304-308 LAUNDRY LOUNGE ��ri�n c LEVEL LEVEL 1 - 5 �A/1C A!�/+GCC tMtKlatNl:Y tXll ON LEVEL 1 J IM�II 1 LEVEL LEVEL 1 - 5 �AAC A!`f+CCC I EMERGENCY EXIT ON LEVEL 1 -- - � STAIRS �' I � - __ . __ 304 �` 308 _ -- --- _ � 309 � 311 _ _ __ 305 � _ _ ____ . 306 � - _ . 307 `� 310 � _ ' _ � _ � - _ � Level 3 Signage Schedule and Location Plan � � 12100 w. 52nd Ave. #1 11, Wheat Ridge, CO 80033 // 303-425-6295 // sdesign@mho.net This doament oontains mpyrighted malerial and Uade seaet information bebnging axdusivety M O.P.I.,Inc.and Steve DePoysler. My unaufhorized use,disdosure,dissemination a dupliption ot any of the infortna6on contained herein may result in liability under applicaMe laws. FIRST,�CHAIR fIFTH FLOOR 504-511 FOURTH FLOOR 404-411 THIRD FLOOR 304-311 SECOND FLOOR 204-211 OfFICE PATIO FIRST FLOOR LOBBV PARIONG IN CASE OF FIRE DO NOT USE ELEVATOR USE STAIRS _- - _ �� ELECTRICAL _ _ _ � LOUNGE _ � LAUNDRY � ' STAIRS � i + III —� - ! 409-411 --_ � �, 404-408 LAUNDRY LOUNGE C J�I1��\ L LEVEL LEVEL 1 - 5 CIVICKIaCIVI.T t1�ll ON LEVEL 1 a STAIR 1 LEVEL LEVEL 1 - 5 ROOFACCESS EMERGENCY EXIT ON LEVEL 1 TELECOM 404 � � : , � . 411 405 i � � _ _ _ _ __ 407 � ' 18 , L L V L L `'t 1 L V V R I— L/`''�I V Level 4 Signage Schedule and Location Plan 12100 w. 52nd Ave. #1 1 1, Wheat Ridge, CO 80033 // 303-425-6295 // sdesign@mho.net This doament oontains copyrighted material and trade seael intormation belonging exdusively to O.P.I.,Inc.and Steve DePoyster. Any unauthorized use,disdosure,dissemina6on or duplicafion of any of the information contained herein may resuK in liabil'dy under applicable laws. 0 fIRST�CHRIR FIFTH FLOOR 504-511 FOURTH FLOOR 4od-ati THIRD FLOOR 304-311 SECOND FLOOR 20a-211 OfFICE PAilO FIRST FLOOR LOBBY PARIONG IN CASE OF FIRE DO NOT USE ELEVATOR USE STAIRS - ----- ---- -- � '� STORAGE i � LOUNGE I � �I LAUNDRY _ _ -_ � I STAIRS i� ' ----___--___ __. . Q * _ 509-511 �; t 504-508 LAU N D RY LOUNGE 0 Q 0 � � STAIR 2 LEVEL LEVEL 1 - 5 ROOFACCESS EMERGENCY EXIT ON LEVEL 1 STAIR 1 LEVEL LEVEL 1 - 5 ROOFACCESS EMERGENCY EXIT ON LEVEL 1 LL V LL �.J 1—LVVf� rL/'11V � Levei 5 Signage Schedule and Location Plan � ■ 12100 w. 52nd Ave. #1 1 1, Wheat Ridge, CO 80033 // 303-425-6295 // sdesign@mho.net This document contains oopyrighted material and Vade seaet information belonging exdusively to O.P.I.,Inc.and Steve DePoyster. Any unauthorized use,disdasure,disseminatbn or duplication of any of the Iniormatiom m�pined herein may result in liabllity under applicable laws. � � � � � �� , o � a � � � o � �"'v---_� � • � / ♦ ■ � LAUNDRY i � !, STAI RS PAT I O � Door identification signs ADA signs with raised lettering and grade 2 Braille Graphics to be left or right justified, determined by location. Colors to be: "Black Fox and "Hampshire Grey" First Chair interior sign final 3-3-2011 ■ � N � y � 309 - 311 304 - 308 : 0 � LAUNDRY LOUNGE co M �t Corridor directional signs with raised copy. 12100 w. 52nd Ave. #1 1 1 , Wheat Ridge, CO 80033 �/ 303-425-6295 // sdesign@mho.net D � c� � o � � MAR 11201� TOWIV OF i/AIL 16" • � ti M � 3/8" Thick MDF sign face set onto 1/8" thick black "Sintra" 1.37" Raised unit # with grade 2 Braille. Sign to be mounted 60" above floor to center of lettering. Colors: Black Fox and Hampshire Grey. • ' Unit Identification Sign. � � � 12100 w. 52nd Ave. #1 1 1 , Wheat Ridge, CO 80033 // 303-425-6295 // sdesign@mho.net � � � o � � D � MAR 111011 TOWN OF VAIL 12" � � � � � � io co � � io 0 � Blackon White / aluminum sign � Stairwell ID Signs at each landing Revised 3-23-2011 / ♦ ■ 12100 w. 52nd Ave. #1 1 1 , Wheat Ridge, CO 80033 // 303-425-6295 // sdesign@mho.net u . � �� IN CASE OF FIR� lJ S E STAI RWAYS FOR EXIT YOU ARE HERE FIRE EXTINGUISHER EVACUATION ROUTE — — — — ALARM PULL � MERGENCY EVAGUATION PLA� r � . 207 � - - - -r - - - - - -- - . - - 2�� i � �nuraok� FOR FIRE INSIDE YOUR ROOM: A. CALL THE FIRE DEPARTMENT 91'I 1. Tell them your exact location. 2. Explain what is burning. B. WALK (do not run) TO NEAREST STAIRWELL EXIT. C.ALERT OTHERS IN THE AREA AND ACTIVATE FIRE ALARM LOCATED AT STAIRWELL EXIT. �� srair�a� FOR FIRE OUTSIDE YOUR ROOM: A. FEEL THE DOOR WITH BACK OF HAND, IF HOT, DO NOT OPEN. 1. CALL FIRE DEPARTMENT 911 AND HOTEL OPERATOR. 2. Wedge damp towel along bottom edge of door. 3. Stay near window until help arrives. B. IF DOOR IS NOT HOT: Open door cautiously (be ready to close door fast) C. WALK (do not run) TO NEAREST STAIRWELL EXIT. D. TAKE YOUR ROOM KEY WITH YOU. 211 � �� 21Q , : 1 • S�AIR kL - - - � � � � o � � �aR 11 z o» TOWN OF VAIL , . . • Signs to be typical FC sign colors 'and size. To be located on both entrances into the Mechanical Room. Sign should be oversized, bright and easy to read C� C� C 0 �'i [� D MAR 112011 TOWN OF VAIL NOTE: TH/S PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES .� TOWN OF VAII, ' Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657 p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149 NEW COMM BUILDING PERMIT Permit #: B09-0321 Project #: Job Address: 600 W LIONSHEAD CIR VAIL Status. . : APPROVED Lvcation......: FIRST CHAIR, NORTH DAY LOT Applied . . : 11/04/2009 Parcel No....: 210106308004 Issued. .. : 02/03/2011 Expires. ..: 10/03/2010 OWNER VAIL CORP 11/04/2009 PO BOX 7 VAIL CO 81658 CONTRACTOR R.A. NELSON&ASSOCIATES, IN 11/04/2009 Phone: 970-949-5152 PO DRAWER 5400 AVON Colorado 81620 License: 170-A Description: NORTH DAY LOT DEVELOPMENT Occupancy Type Factor Sq Feet Valuation Totals... 59,400$9,931,244.00" Number of Dwelling Units: Occupancy: R-2 Town of Vail Adjusted Valuation: $9,931,244.00 Type Construction: VA Total Sq Ft Added: 59400 ,........,,,�....................>.......<.,<,.....,.>,,.,,,<..,,...........«...,. FEE SUMMARY ,...,,..,�,>,.....,.<..,�,,....>..,.,.,,..............,...,....,,..,...«..»...... Building Permit Fee------> $38,210.55 Will Call---------------------------> $4.00 Total Calculated Fees-------------> 291,616.29 Plan Check--------------------> $24,836.86 Use Tax Fee---------------------> 198,424.88 Additional Fees-----------------------> $0.00 Add'I Plan Check Hours-> $440.00 Restuarant Plan Review---> $0.00 TOTAL PERMIT FEES-------------> 291,616.29 Investigation-----------------> $0.00 Recreation Fee----------------> $29,700.00 Payments------------------------------> 291,616.29 Total Calculated Fees------> 291,616.29 BALANCE DUE-----------------------> $0.00 .,.,,..................,+..........»......<,,........,.......,............,.........,...........».............,,,.,,....,.,.,....,....,...,..,,....,......,,,.,...,........................ DECLARATIONS I hereby acknowledge that I have read this application,filled out in full the information required, completed an accurate plot plan, and state that all the informatior 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 970.479.2149 OR AT OUR OFFICE FROM 8:00 AM-4:00 PM. ,, � � z_ � I/ Sign ur ner or Contractor Date /��G� t��l,�`�T/� Print Name n ew_co n st r u ct i o n_p e rm it_041908 ..............................�.,.......,..,,.,,x,......x,...........,,.......>......,.............,,,..,�,,..,......,.,x,.,,.,.....,.....,,,,x..,.......,....<.....,,,.,.,,>....,.., APPROVALS Permit#: B09-0321 as of 02-03-2011 Status: APPROVED ,.>....,..,�.........................................�....................,.,.,.,.....,..,......,,.....,............�.....,,...............,,...».......................,�........�..... Item: 05100 BUILDING DEPARTMENT 12/28/2009 Martin Action: CR F:\CDev\CHRIS\PERMIT.COMMENTS\B09-0321\B090321 1 st comments.DOC 03/25/2010 Martin Action: AP 09/22/2010 mhaeberle Action: AP REVISIONS DATED RECEIVED ON 09/16/10 ARE APPROVED. Item: 05400 PLANNING DEPARTMENT 12/09/2009 Warren Action: CR Prior to sign off from Planning the applicant shall submit a plan for addressing the necessary eight parking spaces that not have been located/replaced when the North Day Lot is taken out of service for VR employee parking. 03/11/2010 Warren Action: CR Prior to sign off from Planning the applicant shall submit a plan for addressing the necessary eight parking spaces that not have been located/replaced when the North Day Lot is taken out of service for VR employee parking. Once this is recieved Planning can sign off. 03/25/2010 Warren Action: AP All necessary items have been resolved. 09/23/2010 Warren Action: AP Revisions identifed as PR#06 dated 9/17/10 are approved 01/14/2011 Warren Action: AP The plans date stamped January 13, 2011, are approved by planning. Included a pedestrian path reconfiguration and changes to the roof protecting the gas meter. 01/28/2011 Warren Action: AP Planning approves of the roof snow retention system revisions. Item: 05600 FIRE DEPARTMENT 12/30/2009 mvaughan Action: CR comments have emailed to contractor, FPE, architect, and Martin H. 03/18/2010 mvaughan Action: AP 01/25/2011 McGee Action: AP Revision 01 13 2011 to combustible roof design. Item: 05500 PUBLIC WORKS 12/28/2009 Martin Action: CR F:\CDev\CHRIS\PERMIT.COMMENTS\609-0321\6090321 1 st comments.DOC 03/16/2010 TK Action: APCR The Town of Vail Public Works Department has received the Building Permit re-submittal plan set dated received 3/9/10 for the First Chair(North Day Lot) Development. Based on our review the following shall be agreed to as conditions of the BP approval and the applicant must gain approval by the Town prior to TCO/CO or as noted. Conditions of Approval 1. As discussed and shown within the PEC approved plans, a"Skier Drop-Off'wayfinding sign program of informational signs and monument signs is required. Please provide sign program and how it will work with the existing wayfinding sign program. n ew_co n st r u ct i o n_p e rm it_041908 2. Provide an easement plan, showing all necessary and agreed upon easements, along with easement language. 3. The existing storm sewer pipe shall be completely removed between the two inlet being removed and the one inlet to remain at the entrance to First Chair along W. LH Circle 4. The curb taper along W. LH Circle shall be 6' long instead of 3' long as shown. 5. The mechanical plans show the skier drop off as Town of Vail zones, these are VR zones per the skier drop off agreement, please update. 6. NA 7. Details: a. The heated paver walks in Town ROW and Tract are not required to have 80mm pavers nor a concrete sub slab. The standard TOV pedestrian heated paver walk requires; 60mm pavers on 2" sand with snowmelt tubing, on top of 6" Class 6 compacted base, restrained by a concrete edge or other approved edge restraint. 8. A similar snowmelt agreement as to the one with the Arrabelle will need to be executed, in order to administer responsibilities for payment for the shared boiler system, as well as a standard Town streetscape/heated walk maintenance agreement. 9. The Vail Village fixtures and bollards on Town property should be run off Town power. 10. All construction staging issues shall be resolved prior to construction including staging, phasing, access, schedules, traffic control, emergency access, etc... 11. A ROW/Utility permit shall be obtained and approved by the Town of Vail prior to commencing any construction within public Right of Way. 12. A Town of Vail Revocable ROW permit shall be recorded for all private property improvements located within public ways. 13. Prior to approval of a Building permit all necessary permanent and temporary easements are recorded with Eagle County. A CDPHE Permit and all applicable ACOE permits (i.e. Dewatering) shall be submitted prior to construction 06/17/2010 tk Action: AP Approved revisions as provided on plans received 6/10/2010. Conditions of approval as noted above have been resolved as per the response letter dated 6/7/10. 08/03/2010 tk Action: AP Approved MSE wall revisions based on plans received 7/11/2010 noted as ASI-10 6/7/10 08/18/2010 tk Action: AP Approved change to curved retaing wall to include soil nails with plans sealed on 8/9/10, along with cover letter dated 8/12/10. 11/02/2010 Is Action: AP Approved per Chad Salli 02/02/2011 Martin Action: AP Revisions of 1/13/2010 includes moving of sidewalk. Per Chad and Leonard Item: 05101 BUILDING DEPT REVISION 08/19/2010 Martin Action: AP Per Tom Kassmel review 02/01/2011 Martin Action: AP Approved revisions n ew_co n st r u ct i o n_p e rm it_041908 of January 13th 02/02/2011 Martin Action: AP Revisions dated 1/27/2011 Heat tape and addition of panels for heat tape ,......,,x,,................<.....,>.,...,,.,,..,...,x,...........�..........,..............,..».,....,......,....��.�.,,...,.,.,,,..,...,.,,..��,.....w..,,.,,.,,...,,......,,,......, See the Conditions section of this Document for any that may apply. new_construction_perm it_041908 ........................�...��...................,....,.....,...,.,..,..,..,.........w�,......,...,......,..,....,..,......,.....,,,.....,.,,........,...,,,......................... CONDITIONS OF APPROVAL Permit#: 609-0321 as of 02-03-2011 Status: APPROVED .............................�.........,.»..,...............,..�.....,..........,....................,,.,.>,,..><......,..,.�.....,.....................,.�.......................... Cond: 1 (FIRE): 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: 17 (BLDG.): A STRUCTUAL ENGINEER WILL BE REQUIRED TO APPROVE ANY STRUCTUAL CHANGES BEFORE A FRAMING INSPECTION IS APPROVED BY THE TOWN OF VAIL. Cond: 20 (BLDG.): FIELD INSPECTIONS BY FIRE AND BUILDING DEPARTMENTS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE BEFORE BEING USED FOR OCCCUPANCY. Cond: 31 (BLDG.): BOILERS SHALL BE MOUNTED ON FLOORS OF NONCOMBUSTIBLE CONST. UNLESS LISTED FOR MOUNTING ON COMBUSTIBLE FLOORING. Cond: 34 (BLDG.): A COPY OF THE SOILS REPORT WILL BE REQUIRED BEFORE A FOOTING INSPECTION WILL BE CALLED FOR. Cond: 35 (P.W.): ACCESS AND DRAINAGE INSPECTIONS MUST BE DONE BEFORE FOOTING INSPECTION. Cond: 40 (BLDG): (MFR/COMM) FIRE ALARM REQUIRED PER NFPA 72. Cond: 5 (PLAN): PRIOR TO THE TOWN BUILDING DEPARTMENT CONDUCTING A FRAMING INSPECTION, AN IMPROVEMENT LOCATION CERTIFICATE (ILC) SHALL BE SUBMITTED TO THE DEPARTMENT OF COMMUNITY DEVELOPMENT A MINIMUM OF FORTY-EIGHT HOURS IN ADVANCE OF THE REQUESTED INSPECTION. ROOF RIDGES AND BUILDING FOOTPRINT SHALL BE INDICATED ON THE ILC. Cond: CON0011333 n ew_co n st r u ct i o n_pe rm i t_041908 - - . ************************+*************************+********************+++********�********* TOWN OF VAIL, COLORADO Statement ************************�*******************�****************************�****************** Statement Number: R110000085 Amount: $330. 00 02/03/201109:41 AM Payment Method:Credit Crd Init: SAB Notation: VISA-KYLE GRIFFITH ----------------------------------------------------------------------------- Permit No: B09-0321 Type: NEW COMM BUILDING PERMIT Parcel No: 2101-063-0800-4 Site Address: 600 W LIONSHEAD CIR VAIL Location: FIRST CHAIR, NORTH DAY LOT Total Fees: 291, 616.29 This Payment: $330.00 Total ALL Pmts: 291, 616.29 Balance: $0. 00 +*+***************************************************************************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ PF 00100003112300 PLAN CHECK FEES 330.00 ----------------------------------------------------------------------------- 07411.016 Q3H SNOW FfNCE PLYWDOD SHEATH/NG BY OTHERS � --_ I � _ __ --__ , r r TRl/SS TOP CHORD ' n � �3n� � ' � � � ��C�o�r � � Q �F�'l CHORD j C� "D m p �� !x>2.tfl',j 2 r � -�' i � �m � • �`so,o,f OWNER REQUIRED 1 DAD I 0 �� I W � � i �`�'' ° � j- Q�H SNOW F£NCE�'29" j �� ? SH R fORC�:�N �' i � � TO CHORD '�.'' � � � � r � �� 'Sp0 � � i , /R�' � � �• ��i `'"�`::`�. —COMPRESS/ON FORCE ON TOP �/e CHORD TENS/ON fORCE'- �; ; ON TOP CHORD 0°'� ,T SD5 4 Ax4 2 N I �� L= CENT D N P � £RE 0 TO � CHOR� PRE-FABR/CATED TRVSS BY i2['1 if��'i:l) 1'i'R'�1St! ,�5 C )1{RC�'TEU � .. � � 7_j r��.;,,c �r u [� �°c��.,r,:n�n } [;sut;. �rc OI�/ER5 , 'tii;f3�il'i Si i;c'fi�II:U f(�E.i . -_ �.� _ -- � ��il�r�til';�;;•.ii�ll b��it(:E',f N:tL C�l��"(1tt\t�St�F;N1TI1 TIIE UFSIGti � i (v�..t!�� . ��:f rp��.l4�� I �1�U l.�"�CR 11 (�u�;P�t�1CY'.��flll IISE _ � ��i ,,� „ . .,. .. , r, iu� rii�ir��r uru,tiu.,ir,.,��va�nov till� �,y,. � ��f:��:�: : I�� 7llf N�ul lit '�iL�TS Ur f:lC IIA��,d"�U �,,� � �� ; ,,� �� > � ,, ,.,��E- �,�H ��,��..,,��„� �\111111tlflllllt/ ' �, ��I . ��i 'i tn'�. t`.��II,\�Ilt�+tN1.i.�lFU,1T';Ilr.lU!I�IIE: . ,.0 trrn,u��eti ur c�„��mciiu.�: � OQ � �/��/ � � iu � ,_i„� � . ; �� .. .,.�1 � ��iF�� •ir..�i-Iln III:U'nt 11.1.!)7'IILH IIt.�U1.ti: \ •'�� q f �. /� , .� I�:':l 11:tl�f?N�tt�t�I.�1I�II15��1)Iil�. � ,,,�;��, ,,�� .�b •.�F.�� r��t�:,; �:,E .iw °��,�E�� ' : ��. �� ; ,..,�,,,��'�T.q lL � � _ y2 �,_� ,_o � ;� . � ; � E'�� 1t _ sX> ° ° � � � ll,'rt�. �1' 'o". :�� ; '•. •��1,� ! �""'— � � •��n��+'�� I T�HORD ASSUAlED TO BE AlSR 1650 SPf OR BE7TER �'��ssn,"��-� `�� ! III ' i � � Project Name; First Chair Snow Retention System Scole: �p"= >'-p ; ivn, Incorporated REFERENCE DRAWING: Drowing ' ' `�♦ ' Aost Oifice 8ox 1860 Date: 09/09/YO Number: �, 7Y050 U.S.Hlghviay 40 �y Snow Fence Allochme�t "' W�nter vark,co eoaaz �` '� Pirone: 970.722.7677 Issue: Jab #: 14,T71 Y .� f�7[: 970.722.7619 /\ E•m�ll: Info6�va�a.com Fo� Constructian Drawn By: BTM '� � � � ��T-_:.� �;�'�.,'�,',`�°,aW°,,�...�. `,��,,'�^�Trtl��..w.da.. .:'�t.�c�. ..,--c . .., . . .-.- ', . .... ... , . . :, ._ . _..._.. � ,. ,__. . .:... . t�r �" '� ='�. fi'� t . �µ � `�� r.;., Department of Community Development ��: ��,� �` 75 South Frontage Road � �# ' � aa� �� ,� ° Vail, Colorado_81657 -r,.. A'�.�, �: _s , '�;-, ,, ri, �� '�a� � `' .� � �.;..;�� ,`� ' Tel: 970-479-2128 "�; �`� . �.�'��► �' �? .� �-' Fax: 970-479-2452 y _. r. . ►°° � Web: www.vailgov.com �sI� ��' �4 � � �� - - � Development Review Coordinator -:�tI1.'1..��T� � �. .; `��^�' � ..,.. . �,. .�; TRANSMITTAL FORM Revision Submittals: 1. "Field SeY'of approved plans MUST accompany revisions. 2. No further inspections will be performed until the revisions are approved&the permit is re-issued. 3. Fees for reviewing revisions are$55.00 per hour(2 hour minimum), and are due upon issuance. Permit#(s)information applies to: Attention: ( ) Revisions J I „ „ ( ) Response to Correction Letter ��9 " d Z ( F/R�T C1�A/R �{l � L►1-� �%�A%�_attached copy of correction letter �E✓o A--o 0o I �P2sog- 0039 F I K�; ( j Otherred Submittal Project Street Address: �pDU h/. L)pnlSr(-�.4-0 GI R Description/List of Changes: (Number) (Street) (Suite#) \S� SN O�.J ��n�'�1�� y tCF�'') BuildinglComplexName: "�IR�T G�°rt � o�+ P►ooF �1S �ES�4�•►l—D �y �'iZ�'R-Mk�,E, • 1'��Ma✓E 3'1 Ll n! Contact Information: C o m pa n y: ��k-i l. 1�.�So f�.'C S � '➢d,G l"� <<,M a�..� F�r-1GE �E-�"'�`i(L. � iZ.CU lS F rU Company Address: �O �Otc 9�j �J TX'� City: QNO� State: C.J zip: �C) �C Z V • rtvo sNOw a2k-��s "cuPs'` Contact Name: �C`�LE. �.1F��7'�f' ` �� '`� �'°�"E �^� v�'"�1 t Contact Phone: 303— g�—I�7�/ '��dC'��^�o'� �""� L'11� a�t E-M a i I {C�r�� G�i ��C cS v(^�S • C C�it '�(a/1 b�. fT�`_�YL.ICJ�I.- ��1..�"r-f,S Revised ADDITIONAL Valuations(Labor&Materials) (DO NOT include original valuation) Building: $ (use additional sheet if necessary) Plumbing: $ � � � � � � Date Received: D Electrical: $ Mechanical: $ JAN 2� 2011 Total: $ ! TOWN OF VAIL Ol-Jan-l0 07411.016 Q�H SNOW FENCE PLYWODD SHEATH/NG � � BY OTHERS � } -- � E , ., � i �� IRUSS TOP CHORD ; � '�e� THRV BOCT— l, j � EA SIDE Of CHORD I `�-----�@ ��x12,t0'-.j 2 I , �so _______________� I ,o��, OWNfR REQUIRED LOAD I ,�, i �' � ° �- QJH SNOW FENCE�29" j ;��` � / � SHF1R fORCE ON — �' � TOP CHORD � :�� :::. .�� p �� 4 �� , � � —CO�;�PRESSION fORCE OA/ TOP :: �%o CHORD TENSION FORCE- �- '.::':.. ON TOP CHORD � �°'� , -�. I �.J�SD5 4�x4 2�� CENT£RED ON TOP �_ CHORP� ;,}, � ;, , , ;;;�t r cT�.t� PRE-FABRICATED TRVSS BY , ,; ,15.:t1 �"� �:�� ,��: n u ► �;sui��t'r OTH£R5 'j_;.l�t► �t_c f r �� [. ] ____._ _ L;4u��rr 54 t�.t'It�u�:u i1'e;.T_ _...._. ! CtILCI:1�rISUtiL\'Ft�NGE'�•f11a1-CM�fOR�I�\CEN7T11TIIF.DFSICN - - [v�t 1 P��-�IIIP rHnJEt 7 A�U GF�fP��l('U�1P1.��`�Ct'NITII 71:E _....� I�H�HU�f,�•',�.1',i♦ I�:lli/ ('t/V11_t!'f b[KI\1V.5ls.r\1'.�f"7lGti � `,11 +� 1 �tn:iY i(� �tIV N�.1111Pt�1kKTS ll(' l;ll.II.A�� ,t�� ,i i 1 �t�:11 ♦ 1�(1�1N\ �7tIR I N tiP'»SI111 F F�1H 1�1�11\Glfl\ti \\\,��1'�'�I��'/// . p l;i il il tl I P.V'(n♦ IN>fYry A\U f t�KHl�.I�1f U �7�i11F JU!J CiTP: 1 Fv�rui �u��. ,uu��. �� au Ttn�tiu,�i_eti t�i c�,• i��rtt��: �Q � ��/�j�� ; �i rr��•,rtv.�>rin. ��xxNrin �nsrnr �i� uiiiir in;ri,. \� ��. r. r�J� � ,�.i� iiii �,AIISt�il fu;1�Nh.u4�UN��l uP II� A �)1 i:. �A �� ♦ /��: �'�0l1fOC ::t ��, ��":�'fa � � e� �w�% i �,,�,�„:�1�'�TAIL = 4� � ; �_'^�J� � � — �2 "=� '—D = .n• o /�.� ; �y� . 4J.....i. Y ' ' � ttt' ... SX� � V P b`y ti i "_ Y I .._._.___.___"_... O \ �_ �� y+ ♦�` � 0 �� ! NOTE• �..__,._ ��F� �ale�ea��e`�\ ,� � TOP CHORD ASSU,tIED TO BE,l�SR 1650 SPF OR BEITER ��///�j�jS�ON n1.F� � III ; � Project Name; First Chair Snow Retention System 5cale: J�u- >'-0 ; 1VA, IntOrporaled � � ��"i�-��►� Post 01fice Box 1860 REFERENCE DRAWING; / � Drowing ,� 1�� ;1� 79050 U.S.Highway 40 Dote: 09 09 0 Number; QjN Sno�v Fence Allochment �/ ��"' hone.rva970.o2.7677 �9SUB: ' Job �: 14.�71 SX'� i , � f�s: 970J2IJ679 � E�mall; InfuCJvajva.com Fo� Conslruction Drown By: BTM � I � / PANEL: RM1 LOCATION: CLOSET 516 MOUNTING: SURFACE VOLTAGE: 120/208V, 3PH,4W MINIMUM BUS: 400 MAIN: MLO MINIMUM AIC: 42,000 �D00� .�. . . •�� .`'�'�' � `�" '��" � .•. . • 000� 0��0 ��0� � ��0 , 0��0 � � �� 0 0� :�� 0��0 � ��0 :�� 0 � � � 0��0 � ��m�0 ��0 0�� •.- �m0��m�� 0 m�� 0� � '.. ��0 0�� 0 0�� 0�� m m�� 0�� 0 m�� m 0�� 0�� m m�� 0�� 0 m�� m �� 0�� 0 0�� m m�� m m�� 0�� 0 0�� m 0�� 0 LOAO TYPE I PANEL TOTAL I FETOTA Ru I STOTALD I SUBTOTAL I DEMAND FEEDER TOTAL LARGEST E�UIPMENT gEAUDIN Cj ANZE CONSULTING ENGINEERS,INC. 0 0 0 a 22298 0 Vail: (970) 949-6108 Lake Tahoe: (530) 550-7334 Denver: (303) 2783820 Fort Collins: (970) 221-5691 www.bece.com 125% � NEC 220 � 25% � �00% ZZZ98 125% 0 n PANEL TOTAL(KVA): PANEL TOTAL(A): 0 0 0 0 27870 0 27.9 77 FIRST CHAIR VAIL, CO PANEL 'RM1' SCHEDULE ASI 38 Job no.: 8716.00 Date: 01-14-11 Designed by: MAS Drawn by: TXC OD �,10ENSEG ��P• ..SAC�/' :• .� � �y �. V Q u ;.'. �,\ � � S ? + A• � .�.. • � +rrr .� ��FESS!��' ''�S� -:y. Ex4 . 02a RE:E4.02 PANEL: RM2 LOCATION: CLOSET 216 MOUNTING: SURFACE VOLTAGE: 120/208V, 3PH,4W MINIMUM BUS: 225 MAIN: MLO MINIMUM AIC: 42,000 �000� .•. . . .`�'�'�' �� .•. . . 000� 0 �:� ��0 . .. , 0�� , 0 . .. .�� 0 0� �:� �0 .��0 � .�� 0 0 �0 ��0��0 ��0 0��0 . 0��0 ..- ��m�0 � ��0 m�� 0�� 0 0�� 0�� 0�� 0�� 0�� m m�� 0 0�� 0 m�� 0�� 0 m�� 0�� m 0�� 0 LOAD TYPE I PANEL TOTAL I FETOTAL u I gTOTALO I SUBTOTAL I DEMAND IFEEDER TOTAL LIGHTING RECEPTACLES II LARGEST MOTOR EOUIPMENT 0 0 0 D 7200 0 125% NEC 220 25% 700% !�� 125% 0 PANEL TOTAL(KVA): PANEL TOTAL(A): 0 0 0 0 9000 0 9.0 zs ENERAL 30mA GFCI CIRCUIT BREAKER �"1 OF`P�� l/CF � �� GO�ia�`/ A/ C�;.;.��G. . � 4�,5 = ;:..1 ��s-�� ,�,� � ��NAL ENG� PROJECT Descriptlon: Sheet No. g E A U D I N ASI 38 Vail: (970) 94&6108 Job no.: 8716.00 Lake Tahoe: (530) 550.7334 F I RST C HAI R / G ANZE Denver: (303) 27&3820 VAIL CO Ex4 02 b / Fort Collins: (970) 221-5691 � Date: 01-14-11 CONSULTING ��bece.com Designedby: MAS ■ ENGINEERS INC. �T`E PANEL 'RM2' SCHEDULE COPYRIGHT 2005 � Drawn by: TXC RE:E4.02 c u.r.oaed-�ew md«twp.�v ♦ e.p t . �. 4...,. q'3t � .�r, . '�'1m��:+44ib.st'�,''�'P�y;'�' .. �y�'v . wnn.�. . . .e �'^wx s:z.# �'ro��f,°. •pF w w.t t...... -;-.r.�..< a.awr.:. -pm �.r_.... ..,� �.._r.a , � ..... ." . . , ... " �y v l: ' .. ..... �� _,�°° _ �� ,�,;,:�'� �,�' ,.µ*` Department of Community Development � � ��, y,v� _ w ��` 75 South Frontage Road `";, " ��,�'� �'�� ;: � Vail Colorado 81657 � �, � ,, w s --�` . '�.�. -�.� ��,.�r��- r.� TeI: 970-479-2128 .� �� . ��;� ,� �� '� y ► �� "�.��# Fax: 970-479-2452 � j +/!.. `� �y. . ��t- Web: www.vailgov.com � ��i�'�� , ;��'l.. t�y'� - ,,{{�']' � • ,�!!Drevelopment Review Coordinator LL1G��.�1�++,k � � . .,:��'i I��r N - ,.a� y..�.�. -=�rm,.dar�N+'" . J � .. � . . TRANSMITTAL FORM Revision Submittals: 1. "Field SeY'of approved plans MUST accompany revisions. 2. No further inspections will be performed until the revisions are approved&the permit is re-issued. 3. Fees for reviewing revisions are$55.00 per hour(2 hour minimum), and are due upon issuance. Permit#(s)information applies to: Attention: ( Revisions ��, Oc�� I, ,�� O Response to yorrection Letter �� attached co of correction letter �� / ( ) Deferred Submittal /�, ( )Other Project Street Address: �oO � L'pNs�,�� G� Description/List of Changes: (Number) (Street) (Suite#) � � l�R CoN�E�t-sAT7��S u irt/ T��" k� �„�� BuildinglComplex Name: ��ST C.�PC� r� i?E.V�SED THE t�q�l�l q-T 7tlE ST�►i/lt TD TH-E- �IED�GrCd.fS orE� �iL►V� 7� Contact Information: Company: �14� L ( 17 r2� �-L DU M,d2E LC.��Fl2��`'« '�0/L '771�� Company Address: r�X /S� !��J ItT T1�2N �/�r-'L�— ..CEE �T�/�"t`"� City: !I V�� State: � z�p: I b?.� PL/}NS � C,L,oc�,o�e dN C�.D 3 Contact Name:�yLE (�a2�rlG�T�' Contact Phone:{�,3— ��[�— l �7 �� I�EVIS�D �t7��l� �oa� D� "ff}F E-Mail �i' {�a��/'�So��'. c a,�.• �i�c-sT �.vK �� Tlt� NE Ca�[NHC 7v �1LL�u l3�rtF�L C.o v E-�l�F Fa�- THt C>�f S M ET�/L • D�(�L�fk�`'� O� NO�ftl /•✓f�t E�P`Eil Revised ADDITIONAL Valuations(Labor&Materials) � i S�� (DO NOT include original valuation) ��r'` 7- n y • ��NS • � �L.,��o,� A�.oa�AS.o'� Building: $ = (use additional sheet if necessary) �aL� Z � ^\ � " 7 Plumbing: $ _ Date Received: � Electrical: $ ^ � � � �n Mechanical: $ D \, Tota�: $ — DEC 20i0 � � � d � � D �M��E own� oF v�e JAN 1 3 2011 _�� TO1N� OF VAIL Ol-Jan-10 �3 • � ��s�„s�,o,�S ,� � M,�� vA�� -� , w� �� -r� -�,� �.F.�D,�-�N1' DN "�tf 1��ZcH wES�- �aZNE�t. oc -r�Et- S�r�- A-�?A.o x ��o ' Sout�f- �F T1}� OL.�NINA�L �A.a�asE-D t,oC��• "�t�S C�{hN E y 8�rE-Z �.�oMoo•�-�s �� Sra�i^� �.4•.�o�TS, sc-E +q�-t'�tc�+�D P�,� �.�31 . � c r.o�� (�aEa oN C t .a 3 �� 00� l'CTT�C �PACE �1a�RC�LF�SS ��owi,�� USucR�ipU Su85 f'tTccr�oxl ��GoRmr�r��l. � S ��JOIn1� SEAM MC-•TAL ROoF� c�ASS A �00 F Cv✓EK.I IJC� I � � � LI V � D �an� �. 3 zot� TOV►IN OF VAIL � � � � NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES � � : � �w�ro�vn�, � � ' Town of Vail,Communi Develo ment, 75 South Fronta e Road Vail Colorado 81657 � � tY P 9 , , � p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149 � � NEW COMM BUILDING PERMIT Permit #: B09-0321 �: Project #: � � Job Address: 600 W LIONSHEAD CIR VAIL Status. . : ISSUED � i Location......: FIRST CHAIR,NORTH DAY LOT Applied . . : 11/04/2009 � Parcel No....: 210106308004 Issued... : 11/03/2010 � '! Expires. ..: 10/03/2010 ; OWNER VAIL CORP 11/04/2009 � ' PO BOX 7 VAIL � ; CO 81658 � � CONTRACTOR R.A.NELSON 8 ASSOCIATES, IN 11/04/2009 Phone:970-949-5152 PO DRAWER 5400 �! � AVON � Colorado 81620 License: 170-A � � Description: � � NORTH DAY LOT DEVELOPMENT � { Occupancy Type Factor Sq Feet Valuation Totals... 59,400$9,931,244.00" s Number of Dwelling Units: � Occupancy: R-2 Town of Vail Adjusted Valuation: $9,931,244.00 � Type Construction: VA Total Sq Ft Added: 59400 •,••••••,••••,••••••••••••••'«••••,,,••••••••••••,••••••••,.••,••••,••,••••••_•••• FEE SUMMARY t►*4Rfrf444A}*tlrlr4HrftttAfMtR}p�l�ZR+t444M1Rf*tit*H!Y`##tlkYkkYYrYe#fYHHRVRHRtfH j Building Permit Fee----> $38,210.55 Will Call------------------------> $4.00 Total Calculated Fees--------> 291,286.29 ? Plan Check-------------> $24,836.86 Use Tax Fee--------------> 198,424.88 Additionai Fees-------------> $0.00 � Add'I Plan Check Hours-> $110.00 Restuarant Plan Review--> $0.00 TOTAL PERMIT FEES-------------> 291,286.29 � Investigation-------------> $0.00 Recreation Fee-------------> $29,700.00 s Payments----------- -----> 291,286.29 Total Calculated Fees-----> 291,286.29 BALANCE DUE-------- ---> 50.00 k �Rf�wRwf4lrfRf'��fffel�f�f+llfRRRf}#}f�t4f'4fefef'f#f#OA+HrR1rtM}�t#Yf�lR+t4itffr4fr��i+t/i#if4t4ffi(##*#f�Yf'Ye#ff�kt4MiYiYfrYfYiF�k'k�Fk#4YYY41.Ye4T4fVfY4YrYey'YeYri`VfffYYefYrYrRffiFViRtkT4fTfYYrYViRtkLfNRfRfffl)Hfx1NRtR j DECLARATIONS j 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 I 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 970.479.2149 OR AT OUR OFFICE FROM i 8:00 AM-4:00 PM� � � 3 /o of Owner or Contractor te �y�c �,��'��r.� - ,�,�o� , Print Name �` ; � ! � � new_construction_permit_041908 � •ft#t!#fkffV�tYtkitY+t4lfRwihtfRfiff�k'Rfdd�f�4Rf'ViRVfRY'4+t*lR41rVfNfRfrYtVYe'M9##*MAitf4lrf'f1RRR44frfrfiYfYL#kt/#*#4!#tfRYY(YY'f##}41##RfiRiRfr41(y'tt#4*►df4frfrHVRlrfr�Fy"4###*+t�#R#ffrRMlrVfY�RY`Y`'MAfffH#AR1rf'f1R � APPROVALS � Permit#: B09-0321 as of 11-03-2010 Status: ISSUED � � .......................«..........,,...,.......,..,...,....,......,...........,,,.....,,....,..,,....,.,......,,..,....,,..,,,....,..,............,..,.,.,...,...,..............,.,.,. � � � s� Item: 05100 BUILDING DEPARTMENT � 12/28/2009 Martin Action: CR � F:\CDev\CHRIS\PERMIT.COMMENTS\609-0321\B090321 1 st � comments.DOC � 03/25/2010 Martin Action: AP � � � 09/22/2010 mhaeberle Action: AP REVISIONS DATED � RECEIVED ON 09/16/10 ARE APPROVED. � 3 Item: 05400 PLANNING DEPARTMENT � ; 12/09/2009 Warren Action: CR Prior to sign off � � from Planning the applicant shall submit a plan for � addressing the necessary eight parking spaces that not �' have been located/replaced when the North Day Lot is � taken out of service for VR employee parking. � �- 03/11/2010 Warren Action: CR Prior to sign off � from Planning the applicant shall submit a plan for � � addressing the necessary eight parking spaces that not � ` have been located/replaced when the North Day Lot is � taken out of service for VR employee parking. Once this � is recieved Planning can sign off. �. 03/25/2010 Warren Action: AP All necessary � items have been resolved. 09/23/2010 Warren Action: AP Revisions � identifed as PR#06 dated 9/17/10 are approved � i Item: 05600 FIRE DEPARTMENT � 12/30/2009 mvaughan Action: CR comments have � � emailed to contractor, FPE, architect, and Martin H. � 03/18/2010 mvaughan Action: AP �. i Item: 05500 PUBLIC WORKS � 12/28/2009 Martin Action: CR F:\CDev\CH RIS\PERM IT.COM M ENTS\609-0321\6090321 1 st � comments.DOC � 03/16/2010 TK Action: APCR The Town of Vail �, Public Works Department has received the Building Permit � re-submittal plan set dated received 3/9/10 for the First � Chair(North Day Lot) Development. Based on our review ; the following shall be agreed to as conditions of the BP ' approval and the applicant must gain approval by the Town � ` prior to TCO/CO or as noted. � �Conditions of Approval � �: � 1. As discussed and shown within the PEC approved plans, � a"Skier Drop-Off'wayfinding sign program of � informational signs and monument signs is required. � Please provide sign program and how it will work with the � existing wayfinding sign program. � 2. Provide an easement plan, showing all necessary and `' agreed upon easements, along with easement language. 3. The existing storm sewer pipe shall be completely removed between the two inlet being removed and the one � inlet to remain at the entrance to First Chair along W. LH Circle 4. The curb taper along W. LH Circle shall be 6' long instead of 3' long as shown. new_construction_permit_041908 � � � � � � 5. The mechanical plans show the skier drop off as Town � of Vail zones, these are VR zones per the skier drop off � agreement, please update. � 6. NA " � 7. Details g: a. The heated paver walks in Town ROW and Tract are not � required to have 80mm pavers nor a concrete sub slab. The � standard TOV pedestrian heated paver walk requires; 60mm � pavers on 2"sand with snowmelt tubing, on top of 6" � Class 6 compacted base, restrained by a concrete edge or � other approved edge restraint. �: 8. A similar snowmelt agreement as to the one with the � . Arrabelle will need to be executed, in order to �: administer responsibilities for payment for the shared � i boiler system, as well as a standard Town a streetscape/heated walk maintenance agreement. � 9. The Vail Village fixtures and bollards on Town � property should be run off Town power. � 10. All construction staging issues shall be resolved � prior to construction including staging, phasing, access, � schedules, traffic control, emergency access, etc... � 11. A ROW/Utility permit shall be obtained and approved � by the Town of Vail prior to commencing any construction � within public Right of Way. � 12. A Town of Vail Revocable ROW permit shall be recorded ; for all private property improvements located within � public ways. r 13. Prior to approval of a Building permit all necessary ' permanent and temporary easements are recorded with Eagle � County. � � A CDPHE Permit and all applicable ACOE permits (i.e. Dewatering) shall be submitted prior to � construction � 06/17/2010 tk Action: AP Approved revisions � as provided on plans received 6/10/2010. Conditions of � approval as noted above have been resolved as per the � response letter dated 6/7/10. � 08/03/2010 tk Action: AP Approved MSE waU � revisions based on plans received 7/11/2010 noted as � ASI-10 6/7/10 � 08/18/2010 tk Action: AP Approved change to � curved retaing wall to include soil nails with plans sealed on 8/9/10, along with cover letter dated 8/12/10. � 11/02/2010 Is Action: AP Approved per Chad : Salli ; Item: 05101 BUILDING DEPT REVISION � 08/19/2010 Martin Action: AP Per Tom Kassmel � review ��` .xR�x�:�x��r�.�.wxwxx+x�.,�x�xwwx:�w�w+w+xxxxxxxxxw::::wxxxxixxwwww:�xx�xxx�vx�:+xw+�„wxx+,rr.e�:��w:�:+.w�.n�:wx�.nx�:wwn�w:�x�s.�::w�.�w��x�::+s.ws.xxRx�kxx��,K�+�+.w�w�r«,r+��rtrr�ees��«x,r»�e� �-. � � ' See the Conditions section of this Document for any that may apply. � � � � � � � � ; new_construction_permit_041908 � � � ,< � ; � � +.................:..........«......................................................................._.,.................+..._.....+.....+..:...,....................+.,.,...........Y. � CONDITIONS OF APPROVAL � Permit#: B09-0321 as of 11-03-2010 Status: ISSUED � •lVfRf4YYH'If}IrkfR4Rfrf4RftlrtrY'k'k'k'RlIA#it##Rf'fe�VV1tY'4M'k�kf}f'�+Hfflf'f'#1t1))Ztrf4�RrtYry't#i!#+htd�AAfRRR1MfrRrtiR4tky'f#RInY*df`►fr#4frfrRtkRiRYfH'##�kRR#1rIMR4RR4f}fViRVffY4RYe#iifeaMrRR1r#fRTrl4fflfffiRfrYtRYr'H}+t �. � ; Cond: 1 � � (FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY � r WORK CAN BE STARTED. �` r Cond: 12 � E (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: 17 � :, (BLDG.): A STRUCTUAL ENGINEER WILL BE REQUIRED TO APPROVE � ; ANY STRUCTUAL CHANGES BEFORE A FRAMING INSPECTION IS � ; APPROVED BY THE TOWN OF VAIL. � Cond: 20 � 'r (BLDG.): FIELD INSPECTIONS BY FIRE AND BUILDING DEPARTMENTS � ; ARE REQUIRED TO CHECK FOR CODE COMPLIANCE BEFORE BEING USED � ; FOR OCCCUPANCY. � ; Cond: 31 ; (BLDG.): BOILERS SHALL BE MOUNTED ON FLOORS OF �: � NONCOMBUSTIBLE CONST. UNLESS LISTED FOR MOUNTING ON � ; COMBUSTIBLE FLOORING. � ; Cond: 34 � (BLDG.): A COPY OF THE SOILS REPORT WILL BE REQUIRED BEFORE �' � A FOOTING INSPECTION WILL BE CALLED FOR. � 't Cond: 35 ; (P.W.):ACCESS AND DRAINAGE INSPECTIONS MUST BE DONE BEFORE '�; FOOTING INSPECTION. �; Cond: 40 � (BLDG): (MFR/COMM) FIRE ALARM REQUIRED PER NFPA 72. � ��. Cond: 5 � � (PLAN): PRIOR TO THE TOWN BUILDING DEPARTMENT CONDUCTING A � � ; FRAMING INSPECTION, AN IMPROVEMENT LOCATION CERTIFICATE ; (ILC) SHALL BE SUBMITTED TO THE DEPARTMENT OF COMMUNITY : DEVELOPMENT A MINIMUM OF FORTY-EIGHT HOURS IN ADVANCE OF � THE REQUESTED INSPECTION. ROOF RIDGES AND BUILDING � FOOTPRINT SHALL BE INDICATED ON THE ILC. � ;: Cond: CON0011333 � � � � � ,: � � e � � � � � � � s: � ; new_construction_permit_041908 � � c 3 � ` �7 ARCHITECTURE �` URBAN DESIGN INTERIOR DESIGN January ii, zoii David Rhoades Development Review Coordinator Town of Vail Department of Community Development 5 South Frontage Road Vail CO 8i657 Project Reference: `FIRST CHAIR': Standing Seam Metal Roof; Class A Roof Covering. Dear David, We are following up per the request from Martin Haeberle to include the attached information as part of the approved drawings and specifications for the First Chair project. Our request is to utilize the �003 IBC Code Section io4.ii regarding Alternative materials and design for the purpose of defining our Low Standing Seam Metal Roof Class A roof covering. Our current Construction drawings have a standing seam metal roof covering assembly that has not been specifically tested for Class A roof covering ratings. We have requested Grace Construction Products and Firestone Building Products to review our current roof assembly- covering and determine if we meet the necessary criteria for a Class A roof covering in accordance with UL 790 "Tests for Fire Resistance of Roof Covering Materials". Both Grace Construction Products and Firestone Building Products have reviewed our specific construction drawing/specification information and have provided summary letters substantiating that our roof covering meets the UL Class A roof � � See attached letters. D � C� [� �l �� Attachments : .IAN 1 3 20�� i. Grace Construction Products Letter dated December 6, �o� . TOWN OF i/,�IL z. Firestone Building Products Company Letter dated Decemb , 3. E-mail from Martin Haeberle dated January 4, �ozo. ��F C��O Sincerely � 1�.� EDUARDO 4 / �/f,� � ALEJANDRO � ardo Illanes,AIA`%�'�'� t ILLANES * � Principal '2Q2672 �(� OZ Architecture � ��,;,�„ P.,y�,�,r� �'izoo7�i7ojo oova I�.�11�,>;�ect ma�ajen e iCu �c �.�,vS .__ _�.f :f r.t Pa�r4 ss a rouf coveriny IPt[er o�o5ii doc BOULDER PHONE:303.449.8900 1805 29TH STREET,SUITE 2054 FAX:303.449.3886 DENVER BOULDER COLORADO SPRINGS LAS VEGAS LAKE TAHOE BOULDER,COLORADO 80301 WWW.OZARCH.COM Grace Construction Products W. R. Grace& Co. T: 617�98-4935 62 Whittemore Avenue F: 617-498�419 Cambridge, MA 02140 M: 781-258-6463 E:john.a.dalton�grace.com W: grace.com John Dalton Grace Technical Services Fire Protection Products Date: December 6,2010 Project Reference: First Chair Vail,CO Contact: JEFF MAPP,NCARB, AIA OZ ARCHITECTURE Dear Mr. Mapp, WYou have requested our opinion on the acceptability of using Grace LTltra in a roof-ceiliug assembly on the above nained project,where there exists a requirement for the assembly to have a Class A fire exposure rating as measured per ASTM E-108/UL 790. It is our understanding that the roof assembly consists of the following: 1. A standing seam metal roof, "Una-clad"by Firestone Roof 2. Two layers of Grace LJltra� 3. A single layer of'/z"plywood sheathing 4. 3 x 6 T&G stntctural wood decking 5. Heavy tunber roof structure support Based upon a review of the inforniation provided and our l�owledge of the fire resistance ratings of the products used in the roof construction, spec�cally the wood decking, it is our opinion that the assembly described above would maintain a Class A ratings in accordance with the Standard ASTM E-108/UL 790. Although the above construction condition has not been specifically evaluated under fire test conditions,we offer this opinion as an aid in evaluating the total protection of the stiucture. The above information should be submitted to The Authority Having Jurisdiction(AH� for review and approval. Sincerely, �- ��-�.�--�--��-� .� John Dalton Technical Service Engineer Fire Protection Products W.R. Grace Grace LTltra-Design subshtution First Chair Vail CO.doc �'irestone BUILDING PRODUCTS Firestone Building Products Company, LLC 250 West 96th Street December 22, 2�1� Indianapolis, IN 46260 Phone: 317-575-7000 Fax: 317-575-7100 Mr. Cliff Davis Ciark Rheem & Associates, Inc. 4 Inverness Court East, Suite 150 Englewood, CO 80112 RE: First Chair Vail, CO Dear Mr. Davis, Based on existing test data and discussions with Underwriters Laboratories, Inc. the roofing system described below would meet the requirements of a UL Class A fire resistance rating in accordance with UL 790, "Tests for Fire Resistance of Roof Covering Materials". Construction: New Slope: 2 inches per foot Deck: 3" x 6" Tongue and Groove wood decking Underlayment: �/2 inch plywood Underlayment: Two layers of Grace Ultra Roofing Panel: Firestone Una-Clad, UC-3 (24 ga. Steel panels) The Authority having Jurisdiction (AHJ) should be consulted in all cases for review and approval. If you should have any questions or need further information please feel free to contact me at 1-800-428-4442, ext. 53806. Sincerelya:�/�- � /� �T m McQuillen Technology Mgr. Codes Q�o�pgppH�9 ;/p\RAC/O,pJ . ��► \\y, .�� ` �� NOBODY COVEF�S YOU BETTERT"' � �Q , _ ALLIANCE FOR http://www.firestonebpco.com � �� o PROGRESS \ �� p�'s % Jeff Mapp From: Martin Haeberle [MHaeberle@vailgov.com] Sent: Tuesday, January 04, 2011 8:30 AM To: Jeff Mapp Cc: Kyle Griffith; JR Mondragon; David Rhoades ' Subject: RE: First Chair Low Roofs- Class A roof covering ' I 1eff, Thank you for the follow-up. The data is sufficient to satisfy the proposed design per Section 104.11 IBC. Please submit this data to our development review coordinator, David Rhaades, in order for it ta be made part of the approved plans and specifications. Thanks, Martin Martin A Haeberle C.B.O. Chief Suilding Offiicial Town of Vail 75 South Frontage Road Vail, Colarado 81657 Phone: 970-479-2142 Fax: 970-479-2452 Cell: 970-376-2672 mhaeberleCa�vailQOV.com http://www.va i Igov.com Pt��s�J��s��a€�r�,��,ir��a Cta�(��rtc�.�'��r�k��t'�r��u prrnt? _... From: ]eff Mapp [mailto:jmapp@OZARCH.COM] Sent: Wednesday, December 22, 2010 1:46 PM To: Martin Haeberle Cc: Kyle Griffith Subject: First Chair Low Roofs - Class A roof covering Martin Regarding the `FIRST CHAIR' project in Vail. Refer to attached letters from Grace product and also Firestone Building products; plus some photos of constructed roof elements. 1 ✓ I would like to follow up further regarding our previous meeting 12/7/10 with youself, Kyle (VRDC), Mike(RA Nelson) and myself regarding the discussion of a Class A roof covering on the lower and mid-level architectural roof elements. This is in reference to our roof covering assembly :Standing seam metal roofing over 2 layers Grace Ultra over%" plywood sheathing and 3x6 structural wood T/G decking over wood structure. '� Previously, I had shown you a letter from Grace technical services(see attached) indicating in their opinion our roof I covering meet the intent of the Class A coverings. ' You had previously mentioned we should try and get a similar letter from Firestone building products,since we are using their standing seam metal roof covering and the current tested assemblies are based upon using a different `single' layer(Versashield product) underlayment. Since our last discussion I have been able to get Firestone Building Products to provide us with this requested letter which indicates our roof covering assembly would meet the requirements of a Class A rating. You also had a concern of the lower roofs on Level 2 that extended over the parking structure podium to the exterior walls.These roofs extend over a non-combustible 2-hour floor assembly.The roof covering is over wood framing over the non-combustible construction and is as noted on the Firestone letter as meeting a Class A covering. If you could please review the attached information and let me know if you are in agreement that if constructed as noted on the Firestone letter our metal roof assembly meets the requirements of a Class A required roof covering per the Town of Vail and code requirements. Thank You. JEFF MAPP, NCARB, AIA ASSOCIATE Al�CHITE�"C'U RE UR8+4N bE51�N EN'�E�IC?��E�IG� i 8(�5 29th Stre�t . Suite 2t�a4 . B�ae�ld�r . ��olorac�o . 80301 3f}3.449.$9�U v�ww.ozar�h.corn `� Please consider the envirpnment before printing this email. 2 • �� ARCHITECTURE URBAN DESIGN �a INTERIOR DESIGN January ii, zoii Martin Haeberle Chief Building OfFicial Town of Vail Department of Community Development 5 South Frontage Road Vail CO 8i657 Project Reference: `FIRST CHAIR': Roof Attic space Fiberglass Blowing Insulation Substitution Information. Dear Martin, Please reference First Chair Construction Specifications Project Manual section o7zio building insulation for the following revision to the Attic space insulation type and R-value. We are deleting the specified R-38 glass-fiber blanket insulation and substituting it with Certainteed InsulSafe SP Fiber Glass Blowing Insulation R-49 value. This product meets all the requirements of the zoo3 IBC section 7i9 Thermal and Sound Insulating Materials for Fire Hazard classification ASTM E 84, Non-combustibility ASTM Ez36 and Critical Radiant Flux ASTM E97o as required by the code for Concealed Roof Attic space insulation. Attachments : i. Certainteed InSulsafe SP Fiber Glass Blowing Insulation Technical Product Data Specification Sheet. �F C�L� Sincerely, �V !�� EDUARDO � G�''f � A JANDRO � * NES � r 2 7 duardo Illanes,AIA � Principal � OZArchitecture SFDAR � � � � � � D JAN 13 2011 ,.ii.ioi� Pay�i o+, TOWN OF VAIL g�.Izoo71i7o3arovadndn,pro�euR�anagemenqcodeie.e�a'h � u.�,ul�t � ��h�rir t .�,�.i�is Y-�i,,,,. blowing��;�il.3tion s�bsbtuE�u�coseru�g letter oi��n doc BOULDER PHONE:303.449.8900 1805 29TH STREET,SUITE 2054 FAX:303.449.3886 DENVER BOULDER COLORADO SPRINGS LAS VEGAS LAKE TAHOE BOULDER,COLORADO 80301 WN/W.OZARCH.COM � CertainTeed �� Specification Sheet I nsulSafe° SP +� 3��.��-:�' -: � � � �� Fiber Glass Blowin I ' `� �� -� g nsulation , � t. :;,� 1. PRODUCT NAME �.TECHNICAL DATA InsulSafe�SP Fiber Glass Blowing Applicable Standards: ' � ��`^ Insulation • Model Building Codes: �"��-; �� 2. MANUFACTURER –(ICC International Code �'3�- � �� Council) � CertainTeed Corporation – (New York City MEA 218-85M) �' �" -� � P.O. Box 860 –(New York State NYS UFPBC - Valley Forge, PA 19482-0105 Article 15) Phone: (610) 341-7000 – (California and Minnesota (800) 233-8990 Quality Standards) • Acoustical performance Fax: (610) 341-7571 Material Standards: –(ASTM E90 and E413) Fax-On-Demand: (800) 947-0057 . qSTM C764, Mineral Fiber The same STC ratings obtained Website: www.certainteed.com Loose-Fill Thermal Insulation with fiber glass blanket insula- 3. PRODUCT DESCRIPTION Type 1 – Pneumatic application tion can be estimated to be Pro erties: achieved by InsulSafe SP. Refer Basic Use:InsulSafe SP Fiber Glass p to CertainTeed's Guide for Blowing Insulation is used in residen- –Thermal resistance— ASTM C518 and C687 Residential Sound Control tial and commercial construction as a brochure (30-28-008). thermal and acoustical insulation. It is –Critical radiant flux — designed for pneumatic installation in ASTM E970 – Combustion characteristics — Quality Assurance: Many of our open attic areas and for retrofitting en- ASTM E136 manufacturing plants are registered to closed sidewall and floor/ceiling con- ISO 9001-2000 standards. struction assembiies. –�/ater vapor sorption — Bene�ts:This product is noncom- ASTM C1104 5. INSTALLATION bustible, noncorrosive and odor free. –Odor emission—ASTM C1304 �nstallation procedures and tech- – Corrosiveness—ASTM C764 In addition, InsulSafe SP won't settle, _ �ngi resistance—ASTM C1338 niques must be as recommended by contains no chemicals to cause Fire Resistance: CertainTeed Corporation, using mildew and fungus growth, contains . Fire Hazard Classification: blowing machines approved for fiber no formaldehyde, provides no suste- _ (UL 723,ASTM E84) glass insulation. Please refer to nance for vermin, contains no asbes- Max. Flame Spread Index — 5 InsulSafe SP Installation Instruction tos, won't rot or decay and won't Max. Smoke Dev. Manual 30-24-302. absorb moisture. Index —5 6.AV�ILABILITY AND COST Composition and Materials: . Noncombustibility: InsulSafe SP is unbonded, white, vir- _ (ASTM E136) Distributed and sold throughout the gin fiber glass. Meets requirements United States. For availability and Limitations: InsulSafe SP is de- Thermal/Acoustical Properties: cost contact your local Territory signed for use at ambient tempera- . Thermal performance Manager, contractor or distributor, tures in interior, weather protected _(qSTM C518 and C687) or call CertainTeed Sales Support locations. Pneumatic installation Stated R-Value achieved at Group in Valley Forge, PA at equipment must have an effective (800) 233-8990. To find a minimum thickness and mini- contractor near ou lease visit shredding section, a uniform con- mum weights as stated within y ' p trolled feed system and adequate ma- coverage chart(s). �^'W�^'•certainteed.com/insulation- terial-to-air ratios. This product must contractors be kept dry during shipping, storage and installation. , 7. MAINTENANCE 8.TECHNICAL SERVICES 9. FILING SYSTEMS No maintenance required. Technical assistance can be • Additional product information is obtained either from the local available upon request. CertainTeed sales representative, or by calling CertainTeed Sales Sup- port Group in Valley Forge, PA at (800) 233-8990. COVERAGE CHART-OPEN ATTIC APPLICATION The following thermal performance values are achieved at the thicknesses, weights and coverages specified when insulation is installed with pneumatic equipment in a horizontal open blow application. MINIMUM BAGS MAXIMUM NET SQ.FT. MINIMUM WEIGHT- MINIMUM MINIMUM A-VALUE PER 1000 S0.FT. PER BAG COVERAGE POUNDS PER SQ.FT. INSTALLED THICKNESS SETTLED THICKNESS To obtain a Bags per Contents of bag Weight per sq.ft.of installed insulation Minimum settled insulation thermal resistance 1000 sq.ft. shall not cover installed insulation shali shall not be less than: shall not be less than: (R)of: of net area: more than:(sq.ft.) not be less than:(Ibs.l (in.) (in.) 60 31.4 31.9 0.972 22.00 22.00 49 25.2 39.7 0.780 18.50 18.50 44 22.4 44.6 0.695 16.75 16.75 38 19.1 52.5 0.591 14.50 14.50 30 14.9 67.7 0.462 11.75 11.75 26 12.8 77.9 0.398 10.25 10.25 22 10.8 92.9 0.334 8.75 8.75 19 9.3 107.4 0289 7.75 7.75 13 6.2 161.7 0.192 5.25 5.25 11 5.3 190.5 0.163 4.50 4.50 R-Values are determined in accordance with ASTM C687 and C518. Complies with ASTM C764 as Type 1 pneumatic application. COVERAGE CHART-CLOSED CAVITY(WALLS, FLOORS, CEILINGS) RETROFIT APPLICATIONS The following thermal performance values are achieved at the thicknesses, weights and coverages specified when insulation is installed with pneumatic equipment in closed wall, floor and ceiling cavities. Based on a design density of 1.61b./ft3. REQUIRED OR MINIMUM MAXIMUM NET SQ.FT. MINIMUM WEIGHT- MINIMUM INSTALLED R-VALUE BAGS PER 1000 SQ.Ff. PER BAG COVERAGE POUNDS PER SQ.FT. THICKNESS To obtain a Bags per Contents of bag Weight per sq.ft.of Installed insulation thermal resistance 1000 sq.ft. shall not cover installed insulation shall shall not be less than: (R)of: of net area: more than:(sq.it.) not be less than:(Ibs.) (in.) 29 312 32.1 0.967 7.25 22 23.7 42.3 0.733 5.50 16 172 58.1 0.533 4.00 15 16.1 62.0 0.500 3.75 14 15.1 66.4 0.467 3.50 <�PnRrme T RS � _ S ' o / / � � � � ��;lbou: � �' � ENE�AR '�IA��F�, ASK ABOUT OUR OTHER CERTAINTEED PRODUCTS AND SYSTEMS: EXTERIOR: ROOFING • SIDING • WINDOWS • FENCE • DECKING • RAILING • MILLWORK • FOUNDATIONS • PIPE INTERIOR: INSULATION • WALLS • CEILINGS CertainTeed Corporation Professional: 800-233-8990 P.O. Box 860 Consuiner: 800-782-8777 (�ertainTeed �� Valley Forge, PA 19482 www.certainteed.com �O 2/07 CertainTeed Corporation,Printed in U.S.A. Code:30-24-294Ansulsafe SP Nremium � Blowing Wool Description Bags per Minimum Weight Min. Installed/ Applicable Products R-Values* 1,000 sq.ft. Pounds per sq.ft. Settled Thickness Standards InsulSafe°SP Fiber glass blowing insulation for 60 31.4 0.972 22.00" Complies with pneumatic application in open 49 25.2 0.780 18.50" ASTM C764, attics or closed cavities. 44 22.4 0.695 16.75" Type I. Thermal 38 19.1 0.591 14.50" performance is 30 14.9 0.462 11.75" determined by 22 10.8 0.334 8.75" ASTM C687 19 9.3 0.289 7.75" and ASTM 13 6.2 0.192 5.25" C518. OPTIMAm System including OPTIMA 15 16.9 0.525 3.50" (2 x 4) Complies with System premium fiber glass blowing 23 26.6 0.825 5.50" (2 x 6) ASTM C764, insulation and OPTIMA 30 35.1 1.088 7.75" (2 x 8) Type I.Thermal non-woven fabric or equivalent. 39 44.8 1.388 9.75" (2 x 10) performance 47 54.4 1.688 11.75"(2 x 12) is determined by bb b4•1 l.y£iF3 13.75" (2 x 14) ASTM C687 and ASTM C518. Standard Bags per Minimum Weight Min. Installed/ Applicable Blowing Description R-Values* 1,000 sq.ft. Pounds per sq.ft. Settled Thickness Standards Wool UltraTherm� Fiber glass insulation material 49 42.2 1.056 20.25" Complies with processed for pneumatic 44 37.6 0.941 18.25" ASTM C764, application in attics. 38 32.6 0.815 16.00" Type I. Is 30 25.5 0.638 12.75" noncombustible, 22 18.6 0.466 9.50" meeting criteria 19 16.1 0.402 8.25" of ASTM E136. 13 11.0 0.276 5.75" Thermal performance is determined by ASTM C687. Spray Foam Description R-Values*and Thicknesses Products CertaSpray"" A two-component water blown Nominal Nominal Nominal Nominal Open Cell spray polyurethane foam applied R Thickness R Thickness R Thickness R Thickness Foam as a spray insulation.The foam 21 6" 15.8 4'h" 10.5 3" 5.3 1Yz" provides thermal insulation for 19.3 5'/z" 14 4" 8.8 2�h" 3.6 1" the interior of buildings and reduces air infiltration through 17.5 5" 12.3 3'/z" 7.0 2" - - the building envelope. CertaSpray'" A two-component HFC-245fa Nominal Nominal Nominal Nominal Closed Cell blown Spray polyul'ethane foam R Thickness R Thickness R Thickness R Thickness Foam applied as a spray insulation.The 38� 6" 28.8 4Yz" 19 3" 8.7 1�/z" foam provides thermal insulation for the interior of buildings and 35.5 5'/z" 25.6 4" 16 2'/z" 5.8 1" reduces air infiltration through the 32.3 5" 22.4 3'/2" 11.6 2" - - building envelope. Product Characteristics Sound CertainTeed's Fiber Glass products can reduce sound the wall surfaces plus the addition of insulation in stud Transmission transmission when properly installed in construction cavities are the most effective means of reducing sound Loss assemblies and can add from 3 to 12 points to the STC transmission.This may be accomplished by installing rating depending on the type of assembly.The actual resilient channels on one side of the partition, or with rating is dependent on the workmanship, mass of total staggered or double wall constructions. The table on the material, thickness of insulation and the air tightness of following page lists some typical sound rated partition the construction. In wood stud assemblies, separation of assemblies. *R means resistance to heat flow.The higher the R-Value,the greater the insulating power. 1nsul�ate� �r rremium tstowing wooi - tsiowmg insuianon- riber �iass insuiauon- in... rage i ot i . � SH �;� �.4 ,� ? ��.' :a�,:rt i;" � � � �. �;, �� ,��? r° �..:..,,. °' „� . ;:°,��`.�,� ... . . . . �� , � a � � �� ;�ti ��pti.: � �, �� s � ��, ,�, s Overview ': Technica( Information Instailation Warranty Green tnformation COMPLIANCES InsulSafe SP complies with national,state and local building standards and qualifies as a Type I insulation under ASTM C 764. Surface burning characteristics per ASTM E 84 include a flame spread index less than 25 and a smoke developed index less than 50. InsulSafe SP is noncombustible per ASTM E 136. ASTM C 764,Type�Pneumatic Applications • Thermal resistance—ASTM C687 and C518 • Critical Radiant Flux—ASTM E970 • Combustion Characteristics—ASTM E136(Non-combustibility) • Water Vapor Sorption—ASTM C1104 • Corrosiveness—ASTM C764.12.7 • Fungi Resistance—ASTM C1338 • Surface Burning Characteristics—ASTM E84(Flame Spread 5,Smoke Developed 5) • California Quality Standards Reg.No.CA-T024(PA) • New York City—MEA 218-85M • California 1350 http://www.certainteed.com/products/insulation/fiber-glass-insulation/blowing-insulation/3... 1/11/2011 OQ - C� 3Z1 •'.�� I�.A.N E � S O N REQUEST FOR INFORMATI�N �) P� � /� BUtLDING MOUNiAIN RESORT COMMUNITIES First Chair Employee Housing Date: 1 0/2 51201 0 Project No:75-10-00 Page: 1 of 1 RFI No. 00093 TITLE:Confirming Joist Penetrations PRIORITY: Normal Priority TO: FROM: Oz Architecture of Boulder, inc. R.A. Nelson&Associates, Inc. PROCESS STARTED: 10/25/2010 Attn: Jeff Mapp Mike Cuthbertson QUESTION ENTERED: 10/25/2010 51 Eagle Road #2 ANSWER REQUIRED: 11/8/2010 P.O. Drawer 54Q0 RESPONSE WRITTEN: Avon, CO 81fi20 RESPONSE ENTERED: Phone:970.748,7662 Fax: 970.949.4379 RF) CLOSED: POSSIBLE WORK POSSIBLE SCHEDULE POSSIBLE COST I MPACT: I M PACT: !M PACT: REQUEST FOR INFORMATION: Please confirm that the attached response from Boise is acceptable regarding dryer vent penetrations. PROPOSED SOl.U710N: Requested By: R.A. Nelson 8�Associates, Inc. Date:10/25/2010 Contact: Mike Cuthberkson RFI ANSWER: j `Y' '� F'71.:°��,� `€.��d � ��'��, �Ai a� /ZiF'�%��'��: !� ��'' �€,�w ��.� ��.�.,��!� Ylti.s�'af ��t�,�t� � ' l U/2�'"�!� Answered By:Oz Architecture of Boulder, Inc. Date: Signecf: Jeff Mapp RFI ANSWER IMPACT: Schedule Impact: No Cost Impact:No Cost Amount: $0.00 Disclaimer:R.A. Nelson &Associates {RANA) will not proceed on this matter unfi!an acceptable solufion is agreed upon between RANA and the projecf owner addressing any and all potential schedule, budget and design impacts. i R.A.Nelson 8�Associates,Inc. Rev.�ate:09108106 51 Eagle Road 1�2!P.O Drawer 5400!Avon,Colorado I 81620/970.949.5152/Fax 970.949.4379 F«m:r_rr_��m � Justin Potter From: JeffSexton@BoiseBuilding.com Sent: Monday, October 18, 2010 12:58 PM To: Justin Potter Subject: RE: First Chair Penetrations Attachments: 10-0135-11.pdf Justin, Attached please find design reports for the two BCI joist conditions as follows: 1.We evaluated one 11 7/8"BCI 6000 series floor joist, located on the 3rd and 5th floor level,with two 4"diameter holes drilled too close to bearing per our published charts. We evaluated this joist with one larger rectangular hole encompassing the two smailer 4"diameter holes. Please reference design report J01. The 4"diameter holes are acceptable. 2. We evaluated one 11 7/8"BCI 6000 series floor joist, located on the 5th floor level,with multiple holes drilled too close together per our published charts. Based on the location and joist spacing we evaluated the adjacent BCI joist with an increased tributary spacing of 16"o.c. Please reference J02. Therefore this joist located 4"from the exterior wall may be drilled. Please feel free to contact me if you have any questions. Thanks, Jeff A. Sexton, P.E. Sales Representative Boise Engineered Wood Products 1351 E. 66th Avenue Denver, CO 80217 (720)284-1353 Cell From: Justin Potter [mailto:jpotter@ranelson.com] Sent: Friday, October 15, 2010 2:38 PM To: Se�on, JefF Subject: First Chair Penetrations Jeff,attached is a sketch of some penetrations we would like to verify are ok to make. Let me know if you have any questions. Justin Potter Assistant Project Manager LEEDO Accredited Professional 970.748.7673 Office 970.949.4379 Fax 970.331.6703 Cell lnotter(a�ranelson.com R.A.Nelson&Associates, Inc. 51 Eagle Road#2 P.O.Drawer 5400 Avon,CO 81620 970.949.5152 Please visit our website:www.ranelson.com 1 This e-mail,including any attachments,is intended solely for the person(s)to whom it is addressed and may contain confidential information protected by law. If you have received this e-mail in error,please notify us immediately by reply e-mail and then delete this message from your system and destroy all copies. Disclosing,copying,distributing information included in this message,or taking action based on this message by anyone other than the intended recipient(s)is strictly prohibited. We appreciate your cooperation. Unless stated to the contrary,any opinions or comments are personal to the writer and do not represent the o�cial view of the company. 2 �BolseCascade Single 11-7/8" BCIO 6000-1.8 DF Joist1J01 BC CALC03.0 Design Report- US 1 span� No cantilevers �0/12 slope Monday, October 18, 2010 Build 440 12 OCS� Non-Repetitive � Glued& nailed consiruction File Name: BC CALC Project Job Name: First Chair Description:J01 Address: Specifier: Monroe&Newell City, State,Zip:Vail,CO Designer: JS Customer: Edwards Building Center Company: Boise Code reports: ESR-1336 Misc: Level 3 and 5 _ _ ------ , , - = - - � � os.00 00 B0, 1-3/4" 61,2-3/8„ LL 159 Ibs LL 161 Ibs DL 119 Ibs DL 121 Ibs Total Horizontal Product Length=08-00-00 Live Dead Show Wind Roof Live OCS(in.) Load Summary T�g p��r�jptiQn l.oad Type Ref. Start End 100% 90% 115% 133% 125% 1 Standard Load Unf. Area(psf) L 00-00-00 08-00-00 40 30 12 Controls Summary Value %Allowable Duration case Span Disclosure Pos. Moment 530 ft-Ibs 13.0% 100% 1 1 - Internal Completeness and accuracy of input must End ReaCtion 278 IbS 23.1% 100% 1 1 -Left be verified by anyone who would rely on Hole#1 Shedr 201 Ibs 39.2% 43 output as evidence of suitability for Total Load Defl. V3,945 (0.024") 6.1% 1 1 particular application.Output here based � 1 1 on building code-accepted design Live Load Defl. U6,903(0.014") 7.0/o propeRies and analysis methods. Max Defl. 0.024" 2.4% 1 1 Installation of BOISE engineered wood Span/Depth 7.9 n/a 1 products must be in accordance with Hole Location Valid current Installation Guide and applicable building codes.To obtain Installation Guide Hole Summary Center Ref. Width Heiqht Shape or ask questions,please call 1 01-02-00 R 11" 4" Rect. (800)232-0788 before installation. BC CALCO,BC FRAMEROO ,AJSr"" %Allow %Allow ALLJOISTp,BC RIM BOARDT^",BCI�, Bearing Supports Dim.(L x V� Value Support Member Material BOISE GLULAMT^",SIMPLE FRAMING BO WaIVPlate 1-3/4"X 2-5/16" 278 IbS Na f1/8 Unspecified SYSTEMOO ,VERSA-LAMOO,VERSA-RIM B1 WaIUPlate 2-3/8"x 2-5/16" 282 Ibs n!a n/a Unspecified PLUSOO ,VERSA-RIMC�, VERSA-STRANDO,VERSA-STUD�are NOteS trademarks ot Boise Cascade,L.L.C. Design meets Code minimum (U240)Total load deflection criteria. Design meets User specified (U480) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Composite EI value based on 23/32"thick sheathing glued and nailed to joist. ,`;, �,�.;. r �'-j`��'T" �r �� ^y ,v� ,� t r�J e� ��1��' �� ` ��t �� t � �� ,�. ;. '' �'S7'3 4 �.��``�1 _ ro�� :�,, �... �� , � ,.,� Page 1 of 1 i �BolseCascade Single 11-7/8" BCIO 6000-1.8 DF Joist\J02 BC CALCOO 3.0 Design Report-US 1 span � No cantilevers (0/12 slope Monday, October 18,2010 Build 440 16 OCS � Non-Repetitive� Glued&nailed construction File Name: BC GALC Project Job Name: First Chair Description:J02 Address: Specifier: Monroe&Newell Ciry, State,Zip:Vail, CO Designer: JS Customer: Edwards Building Center Company: Boise Code reports: ESR-1336 Misc: Level 3 and 5 L_ w _ � _ � . : , , . � , A ; ' ,. . - —b– - � � __ .__._- = __ r . , , , , . _ ; , �__=_ bt3-a3�cx) B0, 1-3/4" 81,2-3/8" LL 212 Ibs LL 215 Ibs DL 159 Ibs DL 161 Ibs Total Hori2ontal Product Length=08-00-00 Live Dead 5now Wind Roof Live OCS(in.) Load Summary Tag Description L08d Type Ref. Start End 100% 90% 115% 133% 125% 1 Standard Load Unf.Area(psf) L 00-00-00 08-00-00 40 30 16 Controls Summary Value °/aAllowable ouration Case Span Disclosure PoS. Moment 706 ft-Ibs 17.4% 100% 1 1 - Internal Completeness and accuracy of input must End ReaCtion 371 Ibs 30.7% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U3,027(0.031") 7.9% � � output as evidence of suitabiliry for Live Load Defl. U5,297(0.018") 9.1% � � particular application.Output here based Max Defl. 0.031" 3.1% � � on building code-accepted design properties and analysis methods. Span/Depth 7.9 N2 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Gulde and applicable Bearinq Supports Dim.(L x Wl Value Support Member Material building codes To obtain Installation Guide BO W all/Plate 1-3/4" x 2-5/16" 371 Ibs n/a n/a Unspecified or ask questions,please catl B1 WaIVPlate 2-3/8"x 2-5/16" 376 Ibs n/8 n/a Unspecified (800)232-0788 before installation. NOt2S ALWOISTOO BC RI BO RDT SBCIOO , Design meets Code minimum (U240)Total load deflection criteria. BOiSE G�u�AMT^^ SIMPLE FRAMING Design meets User specified(U480) Live load deflection criteria. SvSrEhno,VERSA-LAMOO,VERSA-RIM Design meets arbitrary(1") Maximum load deflection criteria. P�uso,VERSA-RINK�, VERSA-STRANDOO,VERSA STUDC�are Composite EI value based on 23/32"thick sheathing glued and nailed to joist. trademarks of Boise Cascade,L.L.C. .:+°��z,�.. �.�� . �� ;� k . � �<a � �� t�� \�,� `'> ': \� � ��, �` . {' ..� .:.rT'lf� ., Page 1 of 1 I ` � REQUEST FOR INFORMATION '� R.A.N E � s o N ,. �� BUIIDING MOUNiAiN RESORT COMMUNITIES First Chair Employee Housing Date: 9l8I2010 Project No:75-10-00 Page: 1 of 1 RFI No. 00065 TITLE: Requested Beam Penetrations PRIORITY: Normal Priority TO: FROM: Oz Architecture of Boulder, Inc. R.A. Nelson&Associates, Inc. PROCESS STARTED: 9/8/2010 Attn: Jeff Mapp Mike Cuthbertson QUESTION ENTERED: 9/8/2010 51 Eagle Road#2 ANSWER REQUIRED: 9/15/2010 P.O. Drawer 5400 RESPONSE WRITTEN: Avon, CO 81620 RESPONSE ENTERED: Phone:970.748.7662 Fax: 970.949.4379 RFI CLOSED: POSSIBLE WORK POSSIBLE SCHEDULE POSSIBLE COST IMPACT: IMPACT: tMPACT: REQUEST FOR INFORMATION: We would like to penetrate the double versa lams(per the attached). This pentration would be 13 inches to center from south wall of the bathroom and the penetration would be a 3 1/2"hole (outside dimension). We atso plan on penetrating multiple joists(see the confirmatio/repair info from Boise). Please provide direction. PROPOSED SOLUTION: Requested By: R.A. Nelson&Associates, Inc. Date:9/8/2010 Contact:Mike Cuthbertson RFI ANSWER: �s , �-t1-�,s f t-b►.� ts sm�..►c��cz..�..�.y �+cc.�P�1�F�C..� r� ~r1�:- �..vL, t3L-`�.. � v1 �a D�D "Tf�' �►t� ts L,oc'-,�r� /hr' y�- C�.�R�.t�° o� Tl�' �t pepTl-(. fouow M,�rtu�,a�n�,t��'S R�1�'R �rc.. �- �o�sT /�s r.�, � , 9 f�a�,Q �/,�d�1 Answered By:Oz Architecture of Boulder, Inc. Date: Signed: Jeff Mapp RFI ANSWER IMPACT: Schedule Impact: No Cost Impact:No Cost Amount: $0.00 Disclaimer:R.A. Ne/son &Associates (RANA) wi!!not proceed on this matter until an acceptable solution is agreed upon between RANA and the project owner addressing any and all pofential schedule, budget and design impacts. R.A.Nelson&Associates,Inc. Rev.Date:09l08/06 51 Eagle Road#2/P.O Drawer 5400/Avon,Colorado/81620/970.949.5152/Fax 970.949.4379 Fom,:r m ��m Q Q Q o Q � � � � � � , , , i i i i i i i i i I I I I � , ;,- I I I � I I �Q I I I j „' � - I I r � - , I_. --__—� _- - I __.. � ..'. _ � I �.i . . r I.- ��" � '�� -�� __ � � � , �. � � I L I�I - '__ _� �- � . �_ -I d �—� E ; �.:, . .... � � � � ; ; ; -------�-: �. � .. ,� ...�.. -----� _.,... �_..�nr..... ,,�u... ...,,,�,,... . I � e e 4 � a a � u i i i �i � �'i� .. _ � ;�� s o.�,�.:.�`z„�.°�..��,,.��:,��'..n:�,..... �� j . � ..r ., ' IV'�E ,, aflCNII,C ��--- ---�i �--�..,��.�„�...ro,....�.�.,�,� n n�.�� .� v �* � w.w.� ...��...ow �. . ._.,...�.. �� ,, �.,v� .�«��..�� ,,,,,,,,,,,,,,<...0 i pt� �/ .>..�,�.,..w>�.�,,...,,.. •. �,� 0�----.M_�p...�,�,�.� �...n,,,...�^�., i ;��— --� u..�.M,. ,..,_ � � 3 -•----- < O = c�`o � �— --- - 5 0 ,�;i . � � I � , � � > .r..�a '___' �� I � �� _ _� �—a � .�., i .. . �� ,_ ��rv z,�o w._. :�� ! .s�._ CNF'NEL�IL.IN >.�PN�}JFL HS O�R 4ARCN�,2010 ��I F�N3i0i:5 I �PF+Mn�r�sueumu ueaouui�ar o I�, �+?oEnoua r�o:.cu. I , c:uc.�.rten,.- �' ��RS�cuNp �ERIAI�0Ei EHES?nilE LEVEL 3 FRAMING PL,4N `�"`"�""""`"" �:.�E .�-0 s�iec uui.�cr+ S2.03 ,, 37' - 6 I I/I 6" A1 I_T�ELLIS Ff?AIv11NG MEMBERS 511ALL BE CEDA� NC. I GRADE OR BETTER � JZr�, ,i��t_J .�I I _ _7 .�. ��, -X � I �.t-_:__:�:-. � ---- _, �' G H � � � 6� - I 3/4" 5 I/2" I II � �o �, � 54.0 I i i �—6X3 i 24' - I I J /�� I ��rit 4�� yc. Gov�C1/t'�'� A55u��- h�12 �ot�.�'101�- i � ��N �/� '�,�� -� _ ��-- — = - - - - - - _ _ __ 54 t1 ✓ �I� L3X I 0 1 P..�' ��.�(.n� ^ REQUEST FOR INFORMATION � R.A.N E L S O N ,^. / \ BUILDING MOUNTAIN ftESORT COMMUNITfES First Chair Employee Housing Date: 10/4/2010 Project No:75-10-00 Page: 1 of 1 RFI No. 00076 R1 TITLE: gCl Repair Confirmations PRIORITY: Normal Priority TO: FROM: Oz Architecture of Boulder, Inc. R.A. Nelson&Associates, Inc. PROCESS STARTED: 9/28/2010 Attn: Jeff Mapp Mike Cuthbertson QUESTION ENTERED: 9/28/2010 51 Eagle Road#2 ANSWER REQUIRED: 10/5/2010 P.O. Drawer 5400 RESPONSE WRITTEN: Avon, CO 81620 RESPONSE ENTERED: Phone: 970.748.7662 Fax: 970.949.4379 RFI CLOSED: POSSIBLE WORK POSSIBLE SCHEDULE POSSIBLE COST IMPACT: IMPACT: IMPACT: REQUEST FOR INFORMATION: Please review the attached field report and repairs from BCI regarding joits on the 2nd level (3rd level floor)and verify that the repairs are adequate. Please note repair number 9 requires structural engineer confirmation regarding the deck span. -See the updated calculations provided by Boise PROPOSED SOLUTION: Requested By: R.A. Nelson&Associates, Inc_ Date:9/28/2010 Contact: Mike Cuthbertson RFI ANSWER: Need to provided corrected and stamped calcs. See attached regarding span for#2 (structurally ok) UP�I N''1E.� 3fo 1�,T" G.R�-G4'i-,�'f?axl S f�(L�" 5 M.0 c�v24�-�-`�' 19�'-G�7Y�'3�-'t'�', �� ,�� r�:�8� �+� Answered By:Oz Architecture of Boulder, Inc. Date: Signed: Jeff Mapp RFI ANSWER IMPACT: Schedule Impact: No Cost Impact:No Cost Amount: $0.00 Disclaimer:R.A. Nelson &Associates (RANA) will not proceed on this matter until an acceptab/e solution is agreed upon between RAAIA and the project owner addressing any and all potentia!schedule, budget and design impacts. R.A.Nelson&Associates,Inc. Rev.Date:09/08I06 51 Eagle Road#2/P.O Drawer 5400!Avon,Colorado/81620!970.949.5152/Fax 970.949.4379 Porm:f fi »m ___ _ __ ___ _ __ __ _------__ -- _______ i � ' : Boise Cascade � BC/ �/O/ST l?EPA /R �ETA/L ' , , � PROJECT #: 1 D—❑ 1 35 � BUILDER: RANEL50N ( ADDRESS: NORTH DAY LOT ' VAIL, COLORADO 5UPPLIER: EDWARDS BUILDING CENTER 'i ( DISTRIBUTOR: BOISE BBMD — DENVER DATE: SEPTEMBER 24, 201 D � REVISED: OCTOBER 1 , 201 O ___ -- I — — 3 I 7 � � � 1 � I � c II ____ , �� - ! , __ __ ; � _ — _�-*___; — — — � 1 � : � �1 — , � — � � � � _ r _ _ � , , . -_ � , __ _ t _ � � � � , , -- -- � � _ , . _ ; � _ _ ___ ______ , __ -- _ ___. -- - �--= : - � -- _. - _____ „ _ _ _ ___ _ . = _ ,_ - _� _ .- � < � , ` � � i - --- � . .� � -� .-< ---. __ _ __ __,. ___ � _ __ _ <r-- ._- _--, , � ____._ __ _ _-- . , ,- -- _ t _ , _.._ -- � � , , - . __ , ; � ' � � { � ; , � _ -- ; . . � - -- - - � � , � __' '... ___ ._. .._ I ' . _ "'_ � r . .. . ... .. . ._ . ...r ! C � I ' __.. _ — � ( '( � , _ _ .._ _ . --_ —— --- E r . . . . � —_ -- F — M . ..t� __. r . � _. ..�,... ...,.. . .."____ ... . ._ V..,. .-4l , �f� ' E I '� �• 4t t — _ � +\... — . +i � �' — j � � �---� � � 6 � � t � � ; �� j '�{ ; , _. . _.._... E ' . � 8 ...I� . . __.__.'_._ ; � . . ..________._ � _. "___ :'. I 1' r� 'Z � i 1 _--- . .. _ _ _." 9 ..�.�_.� � t � I i �„ _..__ ._. I , i t^ _ T .��. a� ' t t � � a__ �O. __�I { � � � i �BolaeCescade Single 11-7/8" BCI� 6000-1.8 DF Joist\10-0135-01 (Typ, of 18) BC CALC�3.0 Design Report- US Service class 1�2 spans � No cantilevers� 0/12 slope Friday, October 01,2010 Build 440 16 OCS � Repetitive � Glued&nailed construction File Name: 10-0135 Cover Job Name: VAIL,COLORADO Description: 10-0135-01 (Typ. of 18) Address: Specifier: KJK City,State,Zip: , Designer: Customer: NORTH DAY LOT Company: 801SE CASCADE, LLC Code reports: ESR-1336 Misc: ,__- -- � Y- ---- - -- - --- _____ _ --- ----� � — � � � �\ f�� ,3_�Z ,2 - Q9.�5.�� BO B1,5-1/2" B2, 1-1/2" LL 301 Ibs LL 1,213 Ibs LL 568 Ibs DL 212 Ibs DL 579 Ibs DL 116 Ibs Total Horizontal Product Length=22-08-00 Live Dead Snow Wind Roof Live OCS(in.) Load Summary Tag Description Load Type Ref. Start End 100% 90% 100°h 133% 125% 1 Standard Load Unf.Area(psf) L 00-00-00 13-02-12 40 30 16 2 Unf. Area(psf) L 13-02-12 22-08-00 100 30 1B Controls Summary vaFue %Allowable Duration Case Span Disclosure Pos. Moment 1,412 ft-Ibs 34.8% 100% 14 1 - Internal Completeness and accuracy of input must Neg. Moment -1,985 ft-Ibs 48.9% 100% 1 1 - Right be verified by anyone who would rely on End Reaction 684 Ibs 58.4% 100% 16 2-Right output as evidence of suitabiliry for Int. Reaction 1,792 Ibs 61.8% 100% 1 2-Left Particular application.Output here based Cont.Shear 984 Ibs 58.8% 100% 1 2-Left on building code-accepted design Hole#1 Shear 219 Ibs 33.6% 1 properties and analysis methods. Installation of BOISE engineered wood Totdl Lo2d Defl. U1,317(0.121") 18.2% 14 1 products must be in accordance with Live LOad Defl. U1,769(0.064") 27.1% 16 2 current Installation Guide and applicable Total Neg. Defl. U-5,247 (-0.021") 4.6% 14 2 building codes.To obtain Installation Guide Span/Depth 13.4 Na 1 or ask questions,please call Hole LOCatiOn Valid (800)232 0788 before instatlation. BC CALC�,BC FRAMEROO ,AJSr"" Hole Summary Center Ref. Width Height Shape ALLJOISTOO ,BC RIM BOARDT^",BCI�, 1 07-04-04 L 9-1/2" 2" Rect. BOISE GLULAMTM,SIMPLE FRAMING SYSTEMOO ,VERSA-LAMOO,VERSA-RIM %Allow %Allow PLUSO,VERSA-RIMC�, B@81'Iflg SUpQOrtS Dim.�L x W} Value Su�oort Member Material VERSA-STRANDOO,VERSA-STUD�are BO Hanger Load n/a 513 Ibs Unspecified n/a Hanger trademarks of Boise Cascade,�.�.C. B1 Wall/Plate 5-1/2"x 2-5/16" 1,792 Ibs Na n'a Unspecified B? Wall/Plate 1-1/2"x 2-5/16" 684 Ibs Na n/a Unspecified Cautions Negative Total Deflection-0.021" exceeds arbitrary maximum limit of-0". Bearing B2 does not meet minimum required bearing length of 1-1/2" Notes , m __ -_� Design meets Code minimum (U240) Total load deflection criteria. Design meets User specified(U480) Live load deflection criteria. ��F Y Skr�,t<`;, Composite EI value based on 23/32"thick sheathing glued and nailed to joist_ � f-��m; � + �� ! � va.,... Y zr `\ >� Page 1 of 1 �BoiseCescade Single 11-7/8" BCIO 6000-1.8 DF Joist\10-0135-02 BC CALCO 3.0 Design Report- US Service class 1�2 spans � No cantilevers� 0/12 slope Friday, October 01,2010 Build 440 21 OCS � Non-Repetitive� Glued&nailed construction File Name: 10-0135 Cover Job Name: VAIL, COLORADO Description: 10-0135-02 Address: Specifier: KJK City, State,Zip: , Designer: Customer: NORTH DAY LOT Company: BOISE CASCADE, LLC Code reports: ESR-1336 Misc: �---�-____ x � � _..__--� -� � � , � � 1z-os-,2 ,s.os�os B0,4" B1,5-1/2" B2,2-5l16" LL 398 Ibs LL 1,122 Ibs LL 414 Ibs DL 249 Ibs DL 841 Ibs DL 275 Ibs Total Horizontal Product Length=26-00-01 r Live Qead Snow Wind Roof Live OCS(in.) Load Summary Tag Description Load Type Ref. Start End 100% 90% 160°/a i33% 125% 1 Standard Load Unf. Area(psf) L 00-00-00 26-00-01 40 30 2� Controls Summary Value %Allowable Duration Case Span DISCIOSUfe Pos. Moment 1,852 ft-Ibs 45.6% 1 d0% 16 2 - Internal Completeness and accuracy of input must Neg. Moment -2,522 ft-Ibs 62.1% 1 QO% 1 1 -Right be verified by anyone who would rely on End ReaCtion 689 Ibs 54.1% 10Q°/a 16 2-Right output as evidence of suitabiliry for Int. ReaCtion 1,963 Ibs 67.7% 100°/a 1 2-Left Particular application.Output here based Cont. Shear 977 Ibs 58.3% 100% 1 2-Left on building code-accepted design properties and analysis methods. Total Load Defl. U1,026(0.156") 23.4% 16 2 Installation of BOISE engineered wood Liv2 LOad Defl. U1,551 (0.103") 30.9°l0 16 2 products musi be in accordance with Total Neg. Defl. U-6,230(-0.024") 3.9% 16 1 current Installation Guide and applicable Sp1n I Depth 13.5 Na 2 building codes.To obtain Installation Guide or ask questions,please call %Allow °o Allow (800)232-0788 before installation. Beel'lllg SUppOrtS Dim.(L x UI� Value Support Member Material BC CALC�,BC FRAMER AO,AJSr"" BO Wall%Plate 4" x 2-5/16" 646 Ibs n/a n/a Unspecified ALLJOIST�,BC RIM 80ARDT"" BCi�, B1 Wall/Plate 5-1/2"x 2-5/16" 1,963 Ibs Na n/a Unspecified BUISE GLULaMT^^,SIMPLE FRAMING 62 Wall/Plate 2-5/16"x 2-5/16" 689 Ibs n/a n/a Unspecified sYSTEMO,VERSA-LAMOO,VERSA-RIM PWSOO ,VERSA-RINIOO, VERSA-STRANDOO,VERSA-STUDC�are CBUtIO11S trademarks of Boise Cascade,L.L.C. Negative Total Deflection-0.024"exceeds arbitrary maximum limit of-0". Notes Design meets Code minimum (U240)Total load deflection criteria. Design meets User specified(U480) Live load deflection criteria. '�Q��'��,�," Composite EI value based on 23/32"thick sheathing glued and nailed to joist �,+��Q i ',�y, � � G . \9 "' �'� �� `.,,'>�.�_, , - " �0 Page 1 of 1 Boise Cascade BCI Joist Top Flanae Repair Detail Joist: 11 7/8" BCI 6000 Project Number: 10-0135-02 Loading: 40/30 psf Project: North Day Lot Spacing: 16" o.c. City, St: Vail, CO Span Length: 13'- 5", 12' 6 3/" Supplier; Edwards Building Center Notch Location: 1'-6" from end bearing Distributor: Boise BBMD - Denver on 13'-5" Date: September 24, 2010 Revised Date: October 1, 2010 1" max deep x 4" rounded notch on one side of top flange � , A o t a 7 > < � —� A 1" max � �l � 2 x 6 x 4'-0" HF #2 grade either side of web Notes: 1) Instalf 2 x 6 tight to underside of top flange 2) Glue 2 x 6 to web with floor panel adhesive, squeeze out evident 3) Nail 2 x 6 with 2 rows 10d nails @ 6 on-center, staggered. Clinch all nails on web. /"�� . r" .t p�� r �� .�� -,�. .�;,-r,�.i;. Section A-A t}� �� - _._-- _ __._,_ , I � Boise Cascade ( BC/ �./O/ST REPA/l? L7ETA/L PROJECT #: 1 p-O 1 35-03 ' BUILDER: RANELSON ADDRESS: NORTH DAY LOT VAIL, COLORAD❑ SUPPLIER: EDWARDS BUILDING CENTER DISTRIBUTOR: B015E BBMD - DENVER DATE: SEPTEMBER 24, 201 ❑ REVISED: OCTOBER 1 , 2❑ 10 i JO/ST: 1 7-7/S'� 6C/ 6000 � LOAO/NG: 40/30 PSF SPAC/NG: 12�� O.C. , SPAN L ENGTH; 1 4� 8" � 1 6'2" � � HEA�ER LOCAT/ON: SEE BELOW SIMPS❑N IU82.37/1 1.88 HANGERS THIS SIDE 1-1/B° OR t2) 1/2" THIC16 09B BACKER BLOCKS REq'D, ONE FACE, MIN 12" WIDE, IVAIL WITH (1 O) 1 Oo NAILS, CLINGHED (TYPJ 91MPSON MIU2.37/1 1 HANGERS W/ WEB STIFFENERS THIS SIDE 1 1-7/B" LVL HEADER i __ -- � � _ f'�1 . � r J _. -r r _ _ ._--- � CALC 1 O-O 7 35•03.02 .,,.,�„�„_..�._ I __.. . .. . ._. __._—_. ... . ._. . � I I HLl l 1 HANGER ___ 1 —�---- � 4" DIAM. MAX HOLE 1 5.5" ' 2� 1 1° 7 4� 8° 1 6� 2" �BoiseCascade Single 11-7/8" BCIO 6000-1.8 DF Joist110-0135-03.02 BC CALC�3.0 Design Report- US 2 spans� No cantilevers� 0112 slope Friday, October 01,2010 Build 440 t2 OCS � Non-Repetitive � Glued&nailed construction File Name: 10-0135 Cover Job Name: VAIL, COLORADO Description: 10-0135-03.02 Address: Specifier: KJK City, State,Zip: , Designer: Customer: NORTH DAY LOT Company: BOISE CASCADE, LLC Code reports: ESR-1336 Misc: —�� (--- -------_.__ _ __ -- ----__ —-- __ -- — __ _ ----___ � � � — — i s o2-0o i a-oa-oa B0, 1-3/4" B1,3-7/2" 82, 1-3/4" LL 316 Ibs LL 1,082 Ibs LL 258 Ibs DL 213 Ibs DL 812 Ibs DL 140 Ibs Total of Horizontal Design Spans=30-10-00 Live Dead Snow Wind Roof Live OCS(in.) Load Summary Tag Description Load Type Ref. Start End 100% 90% 100% 133% 125°/ 1 Standard Load Unf. Area(psf) L 00-00-00 30-10-00 40 30 12 2 Conc. Pt. (Ibs) R 17-07-00 17-07-00 320 240 n/a Controls Summary vaiue �ioAllowable Duration Case Span Disclosure Pos. Moment 2,002 ft-Ibs 49.3% 100% 14 1 - Internal Completeness and accuracy of input must Neg. MOment -2,733 ft-Ibs 67.3% 100% 1 1 -Right be verified by anyone who would rely on End Reaction 529 Ibs 43.9% 100% 14 1 - Left output as evidence ot suitability for Int. ReaCtion 1,894 Ibs 75.7% 100% 1 2- Left Particular application.Output here based Cont. SheBr 1,184 Ibs 70.7% 100% 1 1 - Ri ht on building code-accepted design g properties and analysis methods. Total Load Defl. U728(0267") 33.0% 14 1 Installation of BOISE engineered wood Live Load Defl. U1,142 (0.17") 42.0% 14 1 products must be in accordance with Total Neg. Defl. L/-2,469 (-0.071") 9.7% 14 2 current Installation Guide and applicable Span/Depth 16.3 n/a � building codes.To obtain Installation Guide or ask questions,please call CBUtIOIIS (800)232-0786 before installation. Negative Total Deflection-0.071"exceeds arbitrary maximum limit of-0". BC CALC�,BC FRAMER�,,4.�sT^^, ALLJOISTOO ,BC RIM BOARDT"',BCI�, Notes BOISE GLULAMT"',SIMPLE FRAMING SYSTEMC�,VERSA-LAMOO,VERSA-RIM Oesign meets Code minimum (U240)Total load deflection criteria. P�uso,VERSA-RIMOO, Design meets User specified(U480) Live load deflection criteria. vERSn-sTRati�O,VERSA-STUDOO are EnteredlDisplayed Horizontal Span Length(s)=Clear Span+ 1/2 min. end bearing+ trademarks of Boise Cascade,L.L.C. 1/2 intermediate bearing Composite EI value based on 23/32"thick sheathing glued and nailed to joist. :�� `r�!f .� A �l' � , :�`�k�``� �'�",t � � .,� r , *,. � "� � . l�� f `\\\A . . �� Page 1 of 1 _ _.._.__ ---._..�---- _ _ _ _-- ---- ___ _ -------._- -- _ ._. _ --._.� Boise Cascade � BC/ JO/ST REPA /R �ETA/L a PROJECT #: 1 O-01 35-04/05 � BUILDER: RANELSON � ADDRESS: NORTH DAY LDT i VAIL, COLORADO ! SUPPLIER: EDWARDS BUILDING CENTER DISTRIBUTOR: BOISE BBMD - DENVER ` � DATE: SEPTEMBER 24, 201 O ( REVISED: OCTOBER 1 , 2❑ 1 � � ✓O/ST: 1 1-7/8" BC/ 6000 � LUAO/NG: 40/30 PSF SPAC/NG: 72" O.C. SPAN LENGTH: 76� 9�� 13� 1 1 " � 76�0�� HEAOER LOCAT/ON; SEE BELOW NEW SIMPSTON IU52.37/1 1 .88 HANGER (TYF�.I 1-1/8�� OR (2) 1/2�� THICK ❑56 BACKER BLOCKS REQ�D, ❑NE FACE, MIN 12° WIDE, NAIL WITH (1 O) 1 OD NAILS, CLINCHED tTYP.) NEW SlMP80N NEW 11-7/8�� LVL HEADERS HU1 1 HANGER --�.____- ---_ J 4_—____ J L � r -� r- J � � � ir i - r_ �: ir � r - --_ � 7L � C -- -- - - �� L JC CALC 1 0-0135-04.06 --- I i = _ _ 1 I � I _ 1 I I I - I I 1 1 1 1 �� 6u s� �n 6' 7 O�� 4� �BolseCascade Single 11-7/8" BCIO 6000-1.8 DF Floor Beam\10-0135-04.05 BC CALCO 3.0 Design Report-US Service class 1�3 spans � No cantilevers� 0/12 slope Friday, October 01,2010 Build 440 File Name: 10-0135 Cover Job Name: VAIL, COLORADO Description: 10-0135-04.05 Address: Specifier: KJK Ciry,State,Zip: , Designer: Customer: NORTH DAY LOT Company: BOISE CAS�ADE, LLC Code reports: ESR-1336 Misc: � s . Z » .. < ,. „ , =J 4 5 17�r�2.p; i�!-O�k�08 - . 16-Q6-00 B0,2-3/4" B1,5-1/2" B2,5-V2" B3,2-3/4" LL 375 Ibs LL 920 Ibs LL 883 Ibs LL 361 Ibs DL 266 Ibs DL 616�bs DL 577 Ibs DL 260 Ibs Total Horizontal Product Lengih=48 00-12 �� Live Dead 3now Wind Roof Live Trib.(in.) Load Summary Tag Description Load Type Ref. Start End 100% 90°k 1a0% 133°/a 125% 1 Standard Load Unf. Area(psf) L 00-00-00 08-11-11 40 30 01-00-00 2 Standard Load Unf. Area(psf) L 08-11-11 10-03-14 40 30 01-06-00 3 Standard Load Unf.Area(psf) L 10-03-14 38-08-07 40 30 01-00-00 4 Standard Load Unf. Area(psf) L 38-OS-07 39-10-10 40 30 01-06-00 5 Standard Load Unf.Area(psf) L 39-10-10 48-00-12 40 30 01-00-00 50 Transferred Load Conc. Pt. (Ibs) L 08-10-12 08-10-12 88 70 n!a 51 Transferred�oad Conc. Pt. (Ibs) L 10-04-12 10-04-12 70 53 n/a 52 Transferred Load Conc. Pt. (Ibs) L 38-07-08 38-07-08 70 53 n/a 53 Transferred Load Conc. Pt. (Ibs) L 39-11-08 39-11-08 80 65 n/a Controls Summary vaiue °ro Allowable Duration Case span Disclosure Pos. Moment 2,827 ft-Ibs 69.6% 100% 14 1 - Internal Completeness and accuracy of input must Neg. Moment -2,544 ft-Ibs 62.7% 100% 18 1 - Right be verified by anyone who would rely on End ReaCtion 641 Ibs 48.1% 100% 14 1 - Left output as evidence of suitability for Int. ReaCtion 1,536 Ibs 53.0% 100% 1 S 2- Left Particular application.Output here based Cont. Shear 910 Ibs 54.3% 100% 18 1 - Right on building code-accepted design properties and analysis methods. Total Load Defl. U453(0.451") 53.0% 14 1 Installation of BO�SE engineered wood Live Load Defl. U748(0.273") 48.1% 14 1 products must be in accordance with Total Neg. Defl. U-975(-0.177") 24.6% 14 2 current Installation Guide and applicable Span/Depth 17.2 Na 1 building codes.To obtain Installation Guide or ask questions,please call %Allow %Allow (800)232-0788beforeinstallation. Bearing Supports Dim.(L x 1M1� Value Support Member Material BC CALC�,BC FRAMERO,AJST"" BO Wall/Plate 2-3/4"x 2-5/16" 641 Ibs Na n/a Unspecified ALLJOISTp,BC RIM BOARD'"" eci�, B1 Wa1UPlate 5-1/2" x 2-5/16" 1,536 Ibs Na n/a Unspecified BOiSE G�uLAMT^^,SiMPLE FRAnnING B2 W111/PI3t@ 5-1/2" x 2-5/16" 1,460 IbS f11a fl/d Unspecified SYSTEM�,VERSA-LAMOO,VERSA-RIM B3 Wall/Plate 2-3/4" x 2-5/16" 621 Ibs n/a n/a Unspecified PLUSC�,vERSA-RiMO, VERSA STRANDO,VERSA-STUDO are Cautions trademarks of Boise Cascade,L.L.C. Negative Total Deflection-0.177"exceeds arbitrary maximum limit of-0". Notes ,/�� R�it�� Design meets Code minimum(U240)Total load deflection criteria. , v ;1 "'�'� Design meets Code minimum (U360) Live load deflection criteria. ; �Q�' '�. � � � �� i� a * �\ � �. 't ._� , � Page 1 of 1 �Bolse Cascade �� I Single 11-7/8 BCIO 6000-1.8 DF Joist\70-0135-06 BC CALC�3.0 Design Report- US Service class 1�3 spans � No cantilevers�0/12 slope Friday, October 01, 2010 � Build 440 12 OCS � Non-Repetitive � Glued&nailed construction File Name: 10-0135 Cover Job Name: VAIL, COLORADO Description: 10-0135-06 Address: Specifier: KJK City,State,Zip: , Designer: Customer: NORTH DAY LOT Company: BOISE CASCADE, LLC Code reports: ESR-1336 Misc: � �j t! 0•t t? 14-04-U8 1�-U3-03 �� B0,4" B1,5-1/2" B2,5-112" g3 4,� LL 214 Ibs LL 603 Ibs LL 600 Ibs LL 212 Ibs Dl.130 Ibs DL 428 Ibs DL 425 Ibs DL 128 Ibs Total Horizontal Product Length=37-00-07 Live Dead Snow Wind Roof Live OCS(in.) Load Summary Ta� DesCription Load Type Ref. Start End 100% 90% 100% 133% 125% 1 Standard Load Unf. Area(psf) L 00-00-00 37-00-07 40 30 12 Controls Summary vaiue °io Allowable Duration case Span Disclosure Pos. Moment 856 ft-Ibs 21.1% 100% 16 2 - Internal Completeness and accuracy of input must Neg. Mom2nt -1,247 ft-IbS 30.7% 100% 18 1 -Right be verified by anyone who would rely on End ReBCtion 344 Ibs 24.2% 1�0% 14 1 -Left output as evidence of suitability for Int. Reaction 1,031 Ibs 35.6% 100% 18 2-Left Particular application.Output here based Cont. Shear 513 Ibs 30.7% 100% 18 2-Left on building code-accepted design a properties and analysis methods. Hole#1 Shear 154 Ibs 23.6/0 43 Installation of BOISE engineered wood Total Load Defl. U2,188(0.079") 11.0% 16 2 products must be in accordance with Live Load Defl. U3,031 (0.057") 15.8% 16 2 current Installation Guide and applicable Total Neg. Defl. U-10,787(-0.012") 2.2% 16 3 building codes.To obtain Installation Guide Span/Depth 14.5 n/a 2 or ask questions,please call Hole Location Vdlid (800)232-0788 before installation. BC CALCO,BC FRAMEROO ,AJSr"' Hole Summary Center Ref. Width Heiqht Shape ALLJOISTOO ,BC RIM BOARDT"",BCIB, 1 02-08-04 R 8-1/2" 2-1/2" RQCt. BOISE GIULAMT"",SIMPLE FRAMING SYSTEM�,VERSA-LAMOO,VERSA-RIM %Allow %Allow PLUSOO ,VERSA-RIMC�, Bearing Supports Dim.(L x VI� Value Support Member Material VERSA-STRANDRO,VERSA-STUDO are BO WalllPlate 4"x 2-5/16" 344 IbS n/a n/a UnspeCified trademarks of Boise Cascade,L.L.C. B1 Wall/Plate 5-1/2"x 2-5/16" 1,031 Ibs n/a n/a Unspecified 62 Wall/Plate 5-1/2"x 2-5/16" 1,025 Ibs n/a n!a Unspecified � 83 Wall/Plate 4"x 2-5/16" 341 Ibs n/a n/a Unspecified �` � `�,, ;: Q�y G: ``��'�,�, Cautions � � � Negative Total Deflection-0.012" exceeds arbitrary maximum limit of-0". °e �► �� '� Notes �i ' .�; Design meets Code minimum (U240)Total load deflection criteria. •� � Design meets User specified(U480) Live load deflection criteria. 4�} �'�* • \ Composite EI value based on 23/32"thick sheathing glued and nailed to joist. ''+ t �` ', Page 1 of 1 �BolseCascade Single 11-7/8" BCIO 6000-1.8 DF Joist110-0135-07 BC CALCO 3.0 Design Report- US Service class 1�3 spans � No cantilevers � 0/12 slope Friday, October 01,2010 Buiid 440 12 OCS � Non-Repetitive � Glued&nailed construction File Name: 10-0135 Cover Job Name: VAIL,COLORADO Description: 10-0135-07 Address: Specifier: KJK Ciry, State,Zip: , Designer: Customer: NORTH DAY LOT Company: BOISE CASCADE, LLC Code reports: ESR-1336 Misc: �� i6-07�03 14•11-00 ifi 03-0$ B0,3-3/16" 61,5-1/2" B2,5-1I2" 83, 2-5/8" LL 301 Ibs LL 760 Ibs LL 752 ibs LL 296 Ibs DL 206 Ibs DL 517 Ibs DL 509 Ibs DL 202 Ibs Total Horizontal Product�ength=47-09-11 Live Dead 3now Wind Roof Live OCS(i�.) Load Summary Tay Description Load Type Ref. Start End 100% 90% 100% 133% 125% 1 Standard Load Unf. Area(psf) L 00-00-00 47-09-11 40 30 �2 Controls Summary vaiue %Allowable Duration Case Span Disclosure POS. Moment 1,735 ft-Ibs 42.7% 100% 14 1 - Internal Completeness and accuracy of input must Neg. Moment -1,926 ft-Ibs 47.4% 100% 18 2-Left be verified by anyone who wou�d rely on End ReaCtlon 497 Ibs 37.$% 100% 14 3-Right output as evidence of suitability for Int. Reaction 1,277 Ibs 44.0% 100% 18 2-Left Particular application.Output here based Cont. Shear 675 Ibs 40.3% 100% 18 1 -Right on building code-accepted design Hole#1 Shear 166 Ibs 30.6% q� properties and analysis methods. Installation of BOISE engineered wood Total Load Defl. U868(0.227") 27.7% 14 1 products must be in accordance with Live Load Defl. U1,363(0.144") 35.2% 14 1 current Installation Guide and applicable Total Neg. Defl, U-2,067(-0.087") 11.6% 14 2 building codes.To obtain Installation Guide Span/Depth 16.6 n/1 � or ask.questions,please call H018 LOCdtIOn V11id (800)232-0788 before installation. BC CALCOO,BC FRAMEROO ,AJST"" Hole Summary Center Ref. Width Heiqht Shape ALLJOIST�,BC RIM BOARDT"",BCIOO , 1 08-10-00 L 10" 4" Rect. BOISE GLULAMTM,SIMPLE FRAMtNG SYSTEMOO ,VERSA-LAM�,VERSA-RIM %Allow %Allow PLUSC�,VERSA-RIM�, Bearing Supports Dim.(L x VERSA-STRANDOO,VERSA-STUDOO are 1N) Value SuQoort Member Material BO Wall/Plate 3-3/16"x 2-5/16" 507 Ibs n/a n/a Unspecified trademarks of Boise Cascade,L.L.C. B1 WalUPlate 5-1/2°x 2-5/16" 1,277 Ibs n/a n/a Unspecified 62 W all/Plate 5-1/2"x 2-5/16" 1,261 Ibs n/a n/a Unspecified B3 Wall/Plate 2-5/8"x 2-5/16" 497 Ibs n/a n/a Unspecified �•� �- Cautions ,��,+� Negative Total Deflection-0.087"exceeds arbitrary maximum limit of-0". �'�'t � � �'' �{� � � Notes ;c� � � Design meets Code minimum (L/240)Total load deflection criteria. }�1,,,, �� , , r Design meets User specified (U480) Live load deflection criteria. �7.:,� ( \ � Composite EI value based on 23l32"thick sheathing glued and nailed to joist. '� ` �.. -- �� Page 1 of 1 {�►,BoiseCascade Single 11-7/8" BCIO 6000-1.8 DF Joist\10-0135-OS \T/ BC CALCO 3.0 Design Report- US Service class 1�3 spans � No cantilevers� 0/12 slope Friday, October 01,2010 Build 440 12 OCS � Non-Repetitive �Glued&nailed construction File Name: 10-0135 Cover Job Name: VAIL, COLORADO Description: 10-0135-08 Address: Specifier: KJK City State,Zip: , Designer: Customer: NORTH DAY LOT Company: BOISE CASCADE, LLC Code reports: ESR-1336 Misc: i ',�., 17 R?-07 14-10-f5 -- i6-07-00 B0,6-1/2" B1,5-1/2" 62,5-1/2" B3,2-5/16' LL 317 Ibs LL 769 Ibs LL 762 Ibs LL 300 Ibs DL 219 Ibs DL 522�bs DL 514 Ibs DL 205 Ibs Total Horizontal Product Length=48-08-01 Live Dead 5now Wind Roof Live OCS(in.) Load Summary Tag Description Load Type Ref. 5tart End 100% 90% 100% 133% 125% 1 Standard Load Unf. Area(psf) L 00-00-00 48-08-01 40 30 12 Controls Summary vaiue %Allowable �urat�on case span Disclosure POS. Moment 1,802 ft-Ibs 44.4% 100% 14 1 - Internal Completeness and accuracy of input must Neg. Moment -1,973 ft-Ibs 48.6% 100% 18 2 - Left be verified by anyone who would rely on End Reaction 505 Ibs 39.6% 100% 14 3- Right output as evidence of suitabiliry for Int. R21CtiOn 1,291 Ibs 44.5% 100% 18 2 - Left particular application.Output here based Cont. Shear 687 Ibs 41.0% 100% 18 1 - Ri ht on building code-accepted design 9 properties and analysis methods. Hole#1 Shear 169 Ibs 31.7% 44 Installation of BOISE engineered wood Total Load DOfI. U824(0.243") 29.1% 14 1 products must be in accordance with Live Load Defl. U1,300(0.154") 36.9% 14 1 current Installation Guide and applicable Total Neg. Defl. U-1,928 (-0.093") 12.4% 14 2 building codes.To obtain Installation Guide Span/Depth 16.9 �/a 1 or ask questions,please call HOIe LoCatiOfl Valid (800)232-0788 before installation. BC CALC�,BC FRAMER�,AJSr"' Hole Summary Center ReE. Width Heiqht Shape ALLJOIST�,BC RIM BOARDT"',BCIOO , 1 08-10-00 R 8-1/2" 5" ReCt. BOISE GLULAMr"",SIMPLE FRAMING SYSTEMO,VERSA-LAM�,VERSA-RIM %Allow %Allow PLUS�,VERSA-RIMO, Bearinq Su OCtS Dim.{Lx VERSA-STRANDOO,VERSA-STUD�are _ _ PP � Value Support Member Material trademarks of Boise Cascade,L.L.C. BO Wall/Plate 6-1/2"x 2-5/16" 536 Ibs n/a n/a Unspecified B1 Wall/Plate 5-1/2"x 2-5/16" 1,291 Ibs n/a n/a Unspecified B2 Wall/Plate 5-1/2"x 2-5/16" 1,276 Ibs n/a n/a Unspecified B3 Wall/Plate 2-5/16" x 2-5/16" 505 Ibs n/a n/a Unspecified � � Cautions �GJ�,+ . Negative Total Deflection-0.093"exceeds arbitrary maximum limit of-0". �`� � �'.`�<' 4 ��iti�; Notes � �� Design meets Code minimum (U240)Total load deflection criteria. Design meets User specified (U480) Live load deflection criteria. � Composite EI value based on 23/32"thick sheathing glued and nailed to joist. \\� "*'�*., .�,. � �� t Page 1 of 1 �eo��ces�eae Single 11-7/8" BCIO 6000-1.8 DF Joist\10-0135-09 BC CALCO 3.0 Design Report- US Service class 1�3 spans� No cantilevers� 0/12 slope Friday, October 01,2010 Build 440 16 OCS � Non-Repetitive� Glued &nailed construction File Name: 10-0135 Cover Job Name: VAIL, COLORADO Description: 10-0135-09 Address: Specifier: KJK Ciry,State,Zip: , Designer: Customer: NORTH DAY LOT Company: BOISE CASCADE, LLC Code reports: ESR-1336 Misc: --- __._ _� ____— __-- __-----._. _._._._----- — ---------- � � ,acs ia �s oe iQ ae�c�o aa - B0,6-1/2" 61,5-1/2" B2,5-1/2" 83 LL 260 Ibs LL 725 Ibs LL 666 Ibs LL 164 Ibs DL 156 Ibs DL 536 Ibs Dl 464 Ibs DL 39 Ibs UP 73 Ibs Total Horizontal Product Length=29-10-08 Live Dead ^�now Wind Roof Live OCS(in.) Load Summary T_eg DOSC�iptiOrl Load Type RBf. Stert Ef�d 100% 90% 100% 133% 125% 1 Standard Load Unf.Area(psf) L 00-00-00 29-10-OS 40 30 16 Controls Summarv Value %Allowable Duration Case Spa� DISCIOSUf2 Pos. Moment 1,01 Q ft-Ibs 24.9% 100% 16 2- Internal Completeness and accuracy of input must Neg. Moment -1,412 ft-Ibs 34.8% 100% 18 1 - Right be verified by anyone who would rely on End Reaction 415 IbS 29.1% 100% 14 1 - Left output as evidence of suitability for Int. Reaction 1,262 Ibs 43.5% 100% 18 2- Left particular application.Output here based Cont.Shear 638 Ibs 38.1% 100% 18 2- Left on building code-accepted design U lift 73 IbS Na 16 3- Ri ht P�operties and analysis methods. P 9 Installation oi BOISE engineered wood Total Load Defl. U1,986(0.082") 12.1% 16 2 products must be in accordance with Live LOad Defl. U3,060(0.053") 15.7% 16 2 current Installation Guide and applicable Total Neg. Defl. U-6,523(-0.011") 3.7% 16 3 building codes.To obtain Installation Guide Span/Depth 13.7 �/a 2 or ask questions,please call (800)232-0788 before installation- %Allow %Allow BC CALCO,BC FRAMEROO ,AJST"' B28CIf1Q SUpD01'tS Dim.(L x W1 Value SUDDOrt Member Material ALLJOISTO,BC RIM BOARDT"",BCIp, BO WdIUPldt2 6-1/2"X 2-5/16" 415 Ibs Na flla Unspecified BOISE GLULAMT"",SIMPLE FRAMING Bi Wall/Plate 5-1/2"x 2-5/16" 1,262 Ibs n/a n!a Unspecified SvSrEMO,VERSA-�AMOO,VERSA-RIM B2 Wall/Plate 5-1/2" x 2-5/16" 1,130 Ibs n/a n/a Unspecified P�USO,VERSA-RIMC�, B3 Hanger Load n/a 203 Ibs Unspecified n/a Hanger VERSA-STRANDOO,vERSA-SruoO are trademarks of Boise Cascade,LLC. B3 Hanger Uplift n/a 73 Ibs Unspecified n/a Hanger Cautions Uplift of 73 Ibs found at span 3- Right. .;�;.G -. Negative Total Deflection-0.011"exceeds arbitrary maximum limit of-0". ;��j�� Notes /Y ,�"3�,�Q�y A ` �Tit't Design meets Code minimum (U240)Total load deflection criteria. r'�� `� " �L Design meets User specified (V480) Live load deflection criteria. !� !� � � "�W'i Composite EI value based on 23/32"thick sheathing glued and nailed to joist. j., .i ,� ��, .,�� ° � � � �� Page 1 of 1 Boise Cascade Joist: 11 7/8" BCI 6000 Loading: 40/30 psf Spacing: 16" o.c. Span Length: 10'-3", 13'-6", 6'-0" Notch Location: 4'-0" from interior bearing on 13'-6" span. 1" max deep x 4" wide rounded —�, notch on one side of top flange \ .° ,.�,�� I �� •;,G��"r � " '�1,�` , ��' ��` `"�'t t t.� ��! q k �'��/{�.. ��:� 3-tJ Notes BCI Joist Top Flanae Repair Detail Project Number: 10-0135-09 Project: North Day Lot City, St: Vail, CO Supplier: Edwards Building Center Distributor: Boise BBMD - Denver Date: September 24, 2010 Revised Date: October 1, 2010 .?-U 1) Install 2 x 6 tight to underside of top flange �� Section A-A 2) Glue 2 x 6 to web with floor panel adhesive, squeeze out evident 3) Nail 2 x 6 with (2) rows 10d nails @ 6" on-center, staggered. Clinch all nails on web , ___ _ _ ---- _ �_...___ _---------- -_ ___ _ __ ____l � Boise Cascade ' � BC/ JO/ST /QEPA/R OETA/L i , PROJECT #: 1 O-O 1 35-1 O � BUILDER: RANELSON j ADDRESS: NORTH DAY LOT i ' VAIL, COLORADD SUPPLIER: EDWARDS BUILDING CENTER ' DISTRIBUTOR: BOISE BBMD - DENVER DATE: SEPTEMBER 24, 201 O REVISED: ❑CTOBER 1 , 201 O JO/ST,' 1 7-7/H�� BC/ 6000 � � LOADING: 40/30 PSF � SPAC/NG: 1 6�� O.C, i I SPAN LE/VGTH: 13' 4'� HEAOEf2 LOCAT/ON; SEE BELOW i 1-1/S�� OR (2) 1/Z° THICK OSB � , BACKER BLOCKS REQ�D, ❑NE NEW SIMPS❑N ILJS2.37/1 1.88 , ' FACE, MIN 1 2° WIDE, NAIL WITH HANGER AT BGI 6000, HU 1 1 i (7❑) 10� NAILS, CLINCHED (TYPJ HANGER AT LVL, TYP. , 1 8° � i � . , ._ __ ...._._ NEW 1 1-7/8�� ' � LVL HEADER � r � r � r � r � r i r � � N � Z N � L J J Q _ _ - m � . l �- -' 0 � v r� - � ,._� ca�c io-oiaz-iooi � � _ - � J -- � i _--_-� GALC 10-0735-10.02 �BO��ceg�eaa Single 11-7/8" BCI� 6000-1.8 DF Joist\10-0135.10.01 BC CALC�3.0 Design Report-US 1 span� No cantilevers � �/12 slope Friday, October 01, 2010 Build 440 16 OCS� Repetitive �Glued&nailed construction File Name: 10-0135 Cover Job Name: VAIL, COLORADO Description: 10-0135.10.01 Address: Specifier: KJK Ciry,State,Zip: , Designer: Customer: NORTH DAY LOT Company: BOISE CASCADE, LLC Code reports: ESR-1336 Misc: - - -- -- --- —-- ----__ _, - --- } _�� - �_. � _; �_ . j _ - __;.__r , , „ 13-04-00 B0, 1-3/4" B1,1-3/4" II LL 507 Ibs LL 380 Ibs DL 380 Ibs DL 285 Ibs Totai of Horizontal Design Spans=13-04-00 Live Dead &now Wind Roof Live OCS(in.) Load Summary Tag Description Load Tvpe Ref. Start End 100% 90% 100% 133°10 125% 1 Standard Load Unf. Area(psf) L 01-10-00 13-04-00 40 30 �g 2 Unf. Area(psf) L 00-00-00 01-10-00 40 30 15 3 Conc. Pt. (Ibs) L 01-10-00 01-10-00 182 136 n/a Controls Summary vaiue °ia Allowable Duration Case sQan Disclosure Pos. Moment 2,371 ft-Ibs 58.4% 100% 1 1 - Internal Completeness and accuracy of input must End Reaction 887 Ibs 73.5% 100% 1 1 - Left be verified by anyone who would rely on TOtal Load DOfI. U685(0.234") 35.1% � � ouiput as evidence of suitability for Llve Load Defl. U1,198(0.134") 40.1% � � particular application.Output here based Span/Depth 13.5 n/8 � on building code-accepted design properties and analysis methods. Installation of BOISE engineered wood Notes products must be in accordance with Design meets Code minimum (U240)Total load deflection criteria. current inscaiiat�on Guide and appi�cabie Design meets User specified (U480) Live load deflection criteria. buiiding codes.To obtain instauacion Guide Entered/Displayed Horizontal Span Length(s)-Clear Span+ 1/2 min. end bearing+ or ask questions,please call 1/2 intermediate bearing (800)232-0788 before installation. Composite EI value based on 23/32" thick sheathing glued and nailed to joist. BC Ca�CO,Bc FRAMERO,AJSr"", ALLJOIST�,BC RIM BOARDT"',BCIO, BOISE GLULAMT"`,SIMPLE FRAMING SYSTEMOO ,VERSA-LAMOO,VERSA-RIM PLUSOO ,VERSA-RIMOO, VERSA-STRANDC�,VERSA-STUDOare trademarks of Boise Cascade,L.L.C. q�� f+Y� �'��.�>�. I�� T 4�y .�� `;� � �� , . ;��., �\�u '1 y �♦ a `�^' i ,O Page 1 of 1 � �BolseCascade Single 11-7/8" BCIO 6000-1.8 DF Joist\10-0135-10.02 BC CALCOO 3.0 Design Report- US 1 span � No cantilevers � 0/12 slope Friday, October 01, 2010 Build 440 16 OCS � Repetitive �Glued&nailed construction File Name: 10-0135 Cover Job Name: VAIL, COLORADO Description: 10-0135-10.02 Address: Specifier: KJK Ciry, State,Zip: , Designer: Customer: NORTH DAY LOT Company: BOISE CASCADE, LLC Code reports: ESR-1336 Misc: _______ ------ --- __ _-- ------ � � � z__E , . , , . -; _Y 4 _ _ _ —_ � —�______ �- - _ - ° , � I � 13�04()0 B0,1-3/4" B 1, 1-3/4" LL 513 Ibs LL 380 Ibs DL 384 Ibs DL 285 Ibs Total of Horizontal Design Spans=13-04-00 Live Dead 5now Wind Roof Live OCS(in.) Load Summary Taa Descriotion Load Tvoe Ref. Start End 100% 90% 100%a 133% 125% 1 Standard Load Unf. Area(psf) L 01-10-00 13-04-00 40 30 �g 2 Unf. Area(psf) L 00-00-00 01-10-00 40 30 17 3 Conc. Pt. (Ibs) L 01-10-00 01-10-00 176 131 n/a Controls Summary Value %Allowable Duration Case Span DISCIOSUf@ Pos. Moment 2,370 ft-IbS 58.4% 100% 1 1 - Internal Completeness and accuracy ot input must End ReaCtion 897 Ibs 74.4% 100% 1 1 - Left be verified by anyone who would rely on Total Lodtl Defl. U685 (023�4") 35.1% � � output as evidence of suitability for Live Load Defl. V1,198(0.134") 40.1% 1 1 particular application.Output here based on building code-accepted design SpBn/Depth 13.5 n/d 1 properties and analysis methods. NOteS Installation of BOISE engineered wood products must be in accordance with Design meets Code minimum (L/240)Total load deflection criteria. currenc instaua�ion Guide and applicable Design meets User specified (U480) Live load deflection criteria. building codes.To obtain Installation Guide Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min. end bearing+ or ask questions,please call 1/2 intermediate bearing (S00)232-0788 before installation. Composite EI value based on 23/32"thick sheathing glued and nailed to joist. BC CA�C�,BC FRAMEROO ,AJSr"', ALLJOISTOO ,BC RIM BOARDT"",BCI�, BOISE GLULAMT"',SIMPLE FRAMING SYSTEMOO ,VERSA-LAMp,VERSA-RIM PLUSOO ,VERSA-RIMOO, VERSA-STRANDO,VERSA-STUDOare trademarks of Boise Cascade,L.L.C. L- -++_., ,q'''r��( ��44� ��7�-�, �� i ,s. _} � � U ; � "'+., �0\ Page 1 of 1 Justin Potter From: JeffSexton@BoiseBuilding.com Sent: Friday, October 01, 2010 3:19 PM To: Justin Potter Subject: RE: FC RFI 076 BCI Respair confirmation response Attachments: image001.gif Yes. Holes are acceptable as per previous e-mail. Sent from my Verizon Wireless Phone From: Justin Potter <jpotter@ranelson.com> Sent: Friday, October 01, 2010 2:58 PM To: Sexton, 7eff <7effSexton@BoiseBuilding.com> Subject: RE: FC RFI 076 BCI Respair confirmation response With the updated calcs do your previous comments regarding the penetrations being ok (except where fixes were indicated) stand? Justin Potter Assistant Project Manager 970.748.7673 Office 970.949.4379 Fax 970.331.6703 Cell jpotter(�ranelson.com<mailto:ipotter(�ranelson.com> From: JeffSexton@BoiseBuilding.com [mailto:7effSexton@BoiseBuilding.com] Sent: Friday, October 01, 2010 2:44 PM To: Justin Potter Subject: RE: FC RFI 076 BCI Respair confirmation response ]ustin, Attached please find the revised calculations with the increase floor dead load. Additionally, I have included calculations for the BCI joists that support the headers for all head-out conditions as requested. Please re-submit this to Hannes for review. Feel free to contact me if you have any questions. Jeff A. Sexton, P.E. Sales Representative Boise Engineered Wood Products 1351 E. 66th Avenue Denver, CO 80217 (720) 284-1353 Cell From: 7ustin Potter [mailto:jpotter@ranelson.com] Sent: Friday, October 01, 2010 11:29 AM To: Sexton, Jeff Subject: FW: FC RFI 076 BCI Respair confirmation response Jeff, see the attached. Hannes does not agree with your calcs. 1 Justin Potter Assistant Project Manager 970.748.7673 Office 970.949.4379 Fax 970.331.6703 Cell jpotter�ranelson.com<mailto:ipotter�ranelson.com> From: Jeff Mapp [mailto:jmapp@OZARCH.COM] Sent: Friday, October 01, 2010 11:25 AM To: Justin Potter; Justin Pronga; Mike Cuthbertson Cc: 7ames Hall; Kyle Griffith; Hannes Spaeh; Leslie Reed Subject: FC RFI 076 BCI Respair confirmation response Attached is RFI 076 response JEFF MAPP, NCARB, AIA ASSOCIATE (cid:ima�e001.gif�01CB6178.DF66D7E01<http://www.ozarch.com/> P Please consider the environment before printing this email. z ` � REQUEST FOR INFORMATION I-^^ R.A.N E � S O N / 1 BUILDING MOUNTAIN RESORT COMMUNITIES First Chair Employee Housing Date: 9(28/2010 Project No:75-10-00 Page: 1 of 1 RFI No. 00076 TITLE: gCl Repair Confirmations PRIORITY: Normal Priority TO: FROM: Oz Architecture of Boulder, Inc. R.A. Nelson&Associates, Inc. PROCESS STARTED: 9/28/2010 Attn: Jeff Mapp Mike Cuthbertson QUESTION ENTERED: 9/28/2010 51 Eagle Road#2 ANSWER REQUIRED: 10/5/2010 P.O. Drawer 5400 RESPONSE WRITTEN: Avon, CO 81620 RESPONSE ENTERED: Phone: 970.748.7662 Fax: 970.949.4379 RFI CLOSED: POSSIBLE WORK POSSIBLE SCHEDULE POSSIBLE COST IMPACT: IMPACT: IMPACT: REQUEST FOR INFORMATION: Please review the attached field report and repairs from BCI regarding joits on the 2nd level (3rd level floor)and verify that the repairs are adequate. Please note repair number 9 requires structural engineer confirmation regarding the deck span. PROPOSED SOLUTION: Requested By: R.A. Nelson&Associates, Inc. Date:9/28/2010 Contact: Mike Cuthbertson RFI ANSWER: ��.7G� ��/Iw�l�..+T7�� r�'�:��, , I �;:�C'E�'T', ,1S,,L.L. C.,��,..C_.V �,�T�'t o�� =►�'d�►1�.- 6� ��t''1 r'�►o .� ,�1 �.h�� ► `�",,t� �.t��Ep �.�� tJ�:�2-, Answered By: rchitecture of Boul er, Inc. Date: �'Q .....---.•�_.._ � .�.,..m Signed. "� � Jeff Mapp RFI ANSWER IMPACT: Schedule Impact: No Cost Impact:No Cost Amount: $0.00 Disclaimer:R.A. Nelson 8 Associates (RANA) will not proceed on this matter until an acceptable solution is agreed upon between RANA and the project owner addressing any and all potenfial schedule, budget and design impacts. R.A.Nelson&Associates,Inc. Rev.Date:09/08l06 51 Eagle Road#2/P.O Drawer 5400/Avon,Colorado!81620/970.949.5152/Fax 970.949.4379 Form:f fi 11m JOB . �t�'�"�°� ��,'�[E- — Monroe & Newell Engineers, Inc. s"EET No. oF CAtCl1LATED BY � �' ' bATE ^�''`� �'� }� lf CHECKED 8Y_ OATE SCALE .. -__ . . ._ . � . . . : :__ �_, ,i e � (t /}-µ ' L�§� [8 �, I �p .. `.. .... ,......_ ._... ... ��('�'.�� ..._..y�' .��{� .� {' ., {'� � ��4E .l Y:.YF�'"n�� i �✓" �.... ��I �� 1 . . . . �..... . . _ .... . ... :... . . . ,�„ �, ��,� �,� ��`` ��, �� /�� I�- , . , . ,�_�._____� .��Ww...�,Y�. �,� , �y��..� _ .�_�__.��.. -- - �.�...�,�.. _ .__ _ ... _ . � � _ _ � �: 1 _� � �� --�- � �--�i��_ �� ,� � � ��._. � �° _� �:�--.�-�:�.�� _ _ ��u �.� ��.,� __� �� .�� _ �.� � _ : ` _.__ �-� ��:,?`,�;r-��', � � s _ °�" _ , ; _ _ � . _ .__. _ ; _ . _ __ , � . �-�-�-`t`=�� ' � ��T 1� � oPr ��r:��-��=-�. ' �- - W "�'"' , ��1..�;�.�,�� ,C1 F�'°.��' �l.'o �" `;Z,e� �,�L�° __.. . �,�� - ,� `�_ � � ,�,>��tl ��-!� _ c-,�"°�� ' ._�'�'�' �G __ __ _... . __ 1. _ 7�` c�� F!��'`�� ; , � _ _ _.... '_. _ . _ _ � . �.��.`� �..�.`.'x�.� E-- �' _£�-�'� ;�.t,��: �.�jk �" �7 r`�`, , � � �.. _;�'1�-�.�i 4..r ��.-"�'af�°^�%�,�.,. 1 � �� ` =�. ��.. . � _ _,. . ;�- , °`�l �.-�:.� �.: �'�� ""$ 4`:�,M t��'`��.�.,,J '�...-r�""�`@ ��, � � � , _ ____ ;. � �� :.:!�a� � �� `°"'�`�°;�'�s"'� ,��-,,�1� �°��-�"�` ��i��i�"�, � a __ ' �.�'�7. ��„�� l'-�,.�,-�-`�' ,`�`-�I � �� ..�-' !�: _��°" �.��:�,.�...��.°� _, ; _. __ . - r. � _ __ �? �i...��;�-�::� = �o_ ��'� N- �r �� :�'��`� , . . _ _ ��c��4 � �"` _t ' , _ - _ __ �. � , . .t�"�'��---°-�� ..��. ..�� ...C�7��,,'�' �l' �p� �.�..-�-�°"�`�°"'F"r ; , .. � ,�., � ,. ' _ �;�� t� �,�-� =_ '� � f�`:� � � h��'�'_.�-� �'�� _ �.I °.��,.'� D �� _�.�� ;I � � �. �-�---�-�,�,, �---�;�,�,�:��,--`�'. ' ��-�.,.i�„� �'":��;..� ` _._ _ . _ _ _ __ ' _ `(�--��-�t,�! �4`C � '� �t��..�.ta.�t�..,�'�"� � �„l.., ��_ i_,� . _ � �.= �L �.., - c-.� �- I� �..��"" _ _ _ _ � ._ _ 1 �� :.a �� T��c�l��€�( a _. :__ _ ��- � _� 1�� - __�� " ; �;,�-Y t...�.-� ��--�� _ � c� � ��! � ,.� ��-�1�" �-:I,1 i��'� i�°-�"C' ��. , ;_ ; _ _ �_ :_ : �,- , : _ :. �,:, , . ,__ . ____ �: . ; : _ . � ! .....�._.� - , �-- -- . __.�.__ � ,-� _ _ __ _ _ `� �.� �� PACOUC'D1G-1(SNgle Shms�265�1�Paadca� Justin Potter From: JeffSexton@BoiseBuilding.com Sent: Monday, September 27, 2010 2:31 PM To: Justin Potter Subject: North Day Lot Attach ments: 10-4135.pdf Justin, Attached please find our BCI layout with corresponding BCI joist calculations for the above referenced project. Here is a list of the ten (10) items you asked us to review. Let me know if any of these items do not match the existing conditions. 1. We evaluated a 2"high x 9 1/2"long hole cut in fhe web of multiple BCI joists, Reference fhe attached BCI calculation 1�-0135-01.The hole is acceptable. 2. We evaluated one BCI joist with an increase tributary spacing and a notched top flange. Reference the attached calculation 10-0135-02 and repair 10-0135-02. Review the 22 1/2"deck span with the engineer of record. 3. We evaluated an existing BCI head-out condition. Reference and review the attached partial BCI framing plan. 4. We evaluated an existing BCI head-out condition. Reference and review the attached partial BCI framing plan. 5. We evaluated an existing BCI head-out condition. Reference and review the attached partial BCI framing plan. 6. We evaluated a 2 1/2"high x 8 1/2"long hole cut in the web of multiple BCI joists. Reference the attached BCI calculation 10-0135-06. The hole is acceptable. 7. We evaluated a 4"high x 10"long hole cut in the web of multiple BCI joists. Reference the attached BCI calculation 10-0135-07.The hole is acceptable. 8. We evaluated a 5"high x 8 1/2"long hole cut in the web of multiple BCI joists. Reference the attached 8C1 calculation 10-0135-08.The hole is acceptable. 9. We evaluated one BCI joist wifh an increase tributary spacing and a notched top flange. Referenced the attached calculation 10-0135-Q9 and repair 10-0135-09. Review the 21 1/2"deck span with the engineer of record. 10. We evaluated an existing BCI head-out condition. Reference and review the attached partial BCI framing plan. Please review and discuss with the engineer of record. Feel free to contact me if you have questions or need additional information Thanks, JeffA. Sexton, P,E. Sales Representative Boise Engineered Wood Products 1351 E. 66th Avenue Denver, CO 80217 (720)284-1353 Cel! 1 �1j►JBOIseCascade Singte 11-7/8" 8Ci0 60Q0-1.8 DF Joist\10-U135-U1 (Typ. of 18) �i� BC CALC�3.0 Design Repoft-US Service c(ass 1�2 spans �No cantilevers�0/12 siope Friday, September 24,2010 � Build 440 16 OCS� Repetitive� Glued &nailed construction ; Job Name: VAIL,G�LORADO File Name: 10-0135 Cover ; Address: Description: ta-0135-01 (Typ. of 18) i Specifier: KJK City,State,Zip: , Designer: Cuslomer. NORTN DAY LOT Company: BOISE CASGADE, LLC ? Code reports ESR-1336 (�i�: � � C �- , ___-_- , i 2 � � \ �i � : is o2-72 os-ns-oa °� BO Bi,5-1/2' B2, 1-1/2" LL 301 Ibs I L 1,213 Ibs LL 568 Ibs DL 141 Ibs DI 386 Ibs DL 77 Ibs Total Horizontal Product Lenglh=22-08-00 Live Daed Snow Wind Roof Live OCS(in.) Load Summary Tag Description Load Type Ref, Start End 100°/ 909'0 10D% 133% 125% 1 Standard Load Unf.Area(psf) L 00-00-00 13-02-12 40 20 jg 2 Unf.Area(psf) L 13-02-12 22-08-Op 1d0 20 16 ' Controls Summarv vAlue %Allowable Dura6on case $pan Disclosure ' Pos.MOment 1,263 ft-Ibs 31.1% 100% 16 2- Intern8k Compteteness and accuracy of input must Neg. Moment 1,753 ft-Ibs 43.2% 100°io 1 t -Right be verified by anyone who would reEy on End ReaCtlon 646 Ibs 55.1% 100% 16 2-Right output as evidence of suitability for Irtt. Reaction 1,599 Ibs 55.1% 100% 1 2-Lef t Particular appl:cation.Output here based Cont.Shear 900 Ibs 53.8% 100% 1 2-Left on buikling code-accepted design H01e#1 Sheaf . 192 Ibs 2g.4% 1 properties and analysis meihods. Installation of BOI5E engineered wood Total Load Defl. U1,510(0.105") 15.9% 14 1 products must be in accordance with Live Load Defl. U1,776(0.063") 27,0% 16 2 current lnstallation Guide and applicable TOtal Neg. Defl. U-5,346(-0.021") 4.5% 14 2 building codes.To obtain installation Guide Span/Depth 13.4 n/a 1 or ask questions,please cali Hole Location Valid (800}232-0788 before installation. ; Hole Summar BC CALCAO,BC FRAMERRO,AJST"" y Cenler ReF. Width Heiqhi Shepe ALLJOIST�,BC R!M BOARDT"^,BCIRO, 1 07-04-04 L 9-1/2" 2" ROCt. BOISE GLU�AMT"',SIMPLE�RA!�AING SYSTEMOO ,VERSA-LAM�,VERSA-RIM %Allow %Allow PLUSO,VERSA-�iIM�, Bearing Supporks Dim.(Lx W) Value Support Member Material VERSA-STRANDC�,VERSA-S7UDC�are 80 Hanger Load n/a 443 Ibs Unspecified n/a Hanger trademarks oi Boise cascade,�.�.C. Bi Wall/Plate 5-1/2"x 2-5/16' 1,599 ibs nJa n/a Unspecified 82 WaIl/Plate 1-1/2"x 2-5/i6" 6461bs n/a n/a Unspec'rfied Cautians Negative Total Deflection-O.D21"exceeds arbitrary maximum limit of-0". Bearing D2 does not meet minimum required bearing length of t-1/2" : Notes ' Design meets Code minimum(U240)Total load deflection criteria. ' Design meets User specified(U480) Live load defleciion criteria. Composite EI value based on 23/32"thick sheathing glued and nailed to joist. Page 1 of 1 t �BOIseCescede s�n�ie �y-7�s�� ecio s000-1.8 D� JoistllU-U135-o2 \T� BC GALCO 3.0 Design Report- US Service class 1�2 spans � No cantilevers�O/12 slope Friday, September 24,2D10 Build 440 21 OCS � Non-Repetitive�Glued&nailed construction File Name: 10-0135 Cover Job Name: VAIL,COLORADO Description: 10-0135-02 Address: Specifier: KJK City State,Zip: , Designer: Customer: NORTH DAY LOT Company: BOISE CASCADE, LLC Code reports: ESR-1336 Misc: i _ .___. � ___ ------ - — - � —..� � � , 72-06�12 i3 05•OS B0,4" Bi,5-1/2" B2,2-5/16' LL 398 Ibs LL 1,122 Ibs LL 414 ibs DL 786 Ibs DL 561 Ibs DL 183 Ibs Total Horizontal Product Length=26-00-01 Live Dead 5now Wind qoof Live QCS(in.) Load Summary Tag Description Load Type Ref. Start End 700°! 90% 10D%, 133% Y25% 1 Standard Load Unf.Area(psf) L 00-00-00 26-00-01 40 20 � � 21 Controls Summary vaiue °io Allowable Duration Case Span Disclosure Pos.MOment 1,625 ft-IbS 40.0% 100% 16 2-Intemal Completeness and accuracy oi input rnust Neg. Moment -2,161 ft-Ibs 53.2% 100% 1 1 -Right be verified by anyone who would rely on End Re1Ction 598 Ibs 46.9% 100% 16 2-Right output as evidence oi suitabiliry for Inl. Re3Ction 1,682 Ibs 58.0% 100% 1 2-Left Particular application.Output here based Cont. 5hear 637 Ibs 5Q.0% 100% 1 2-Left on building code-accepted design Total Load Defl. U1,156(0.138") 20.8% 16 2 prs alation of BOISEsenginehered wood Live Load Defl. L/1,550(0.103") 31.0% 16 2 products must be in accordance with Total Neg. Defl. U-5,317(-0.028") 4.5% 16 1 current Installation Guide and applicable Span/Depth 13.5 �/a 2 building codes.To obtain Installation Guide or ask questions,please call %Allow %Allow (800}232-0788 before instalfation. Bearing Supports Dim.(L x 1N) Value Support Member Material BC CALC�,BC FRAMEROO ,AJST^' BO WalUPlaie 4"x 2-5/16" 563 Ibs n/a n/a L)nspecified qLLJOiSTO,BC RIM BOARDT"' BCIB, B1 WalUPlate 5-1/2"x 2-5/16" 1,682 Ibs Il/e n/2 UfiSpeClflBd BOfSE GLULAMT"',SIMPLE FRAMING B2 WaIl/Plate 2-5/16"x 2-5/16" 598 Ibs fl/2 n/d Unspecified SYSTENi�,VERSA-LAMOO,VERSA-RIM PLUSO,VERSA-Rtiv1�, CeUt10I1S VERSA-STRANDCR),VERSA STUDOO are ' trademarks o1 Boise Cascade,L.LC. ' Negativo Total Deflection-4.028"exceeds arbiirary maximum fimit oi-0". ' Notes Design meets Code minimum(U240}Total load deflection criteria. ' Design meets User specified(U480) Live load deflection crileria. Composite EI value based on 23l32"thick sheathing glued and nailed to joist, i i Page 1 of i Baise Cascade BCf Joist Toa Flange Reaair Detaii Joist: 11 7/8" BCI 6000 Project Number: 1p-Q135-02 Loading: 40/20 psf Project: North Day Lot Spacing: 16" o.c. City, St: Vail, CO Span Length: 13'- 5", 12' 6 3/4" Supplier: Edwards Building Center Notch Location: 1'-6" from end bearing Distributor: Boise BBMD - Denver on 13'-5" Date: September 24, 2010 1" max deep x 4" rounded notch on one side of top flange � � -� A , � a -� a m 0 1" max � � � 2 x 6 x 4'-0" HF #2 grade either side of web Notes: 1� fnstail 2 x 6 tight fo underside of top fiange 2) Glue 2 x 6 to web with floor panel adhesive, squeeze out evident 3) Nail 2 x 6 with 2 rows 10d nails @ 6" on-center, staggered. CEinch a!i nails on web. Section A-A Boise Cascade . BC/ �l0/ST /4EPA/R �ETA/L � PRC]JECT #: 1 O-01 35-03 � BUILDEF2: RANELS❑N i AC?DF2ES5: NDRTH DAY LOT I VAIL� COLORAOL] SUPPLIER: EDWARDS BUILDING CEN7ER DISTRIBUTOR: BOISE BBMD - DENVER ' C1ATE: SEPTEMBER 24, 2O1 O ✓0/ST: 7 7-7/B" BC/ 6000 LOAO/NG: 40/20 PSF' SPAC/NG: 12�� Q.C. SPAN LENGTH: 1 4�8" � 1 6'2" � HEAOER LOCAT/ON: SEE BELOW 51MPSON IU82,37/7 t.BB HANGERS THIS SIDE 1-1/8" OR (2) 1/2°THICK OBB 6ACKER B�OGK6 REQ�L7, DNE FAGE, MIN 7 2" WIDE, NAIL WITH (7 D) 1 Oo NAILS, CLINGWEp (TYp,) SIMPS�N MIU2.37/1 1 HANGERS W/ WEB 3TIFFENER9 TH19 SIDE 7 1-'7/9" LVL HEADER ._.._� e�.__..m _ v. .�.___ --- i � ' _—_ __... .. .... !. --t r � �_ --i r -- - ._ �_ � _ __.. I I HLI11 HAN[3ER .�. _ .._ __ _ �. % -i----------- , 4" DIAM. MAX MOLE 1 5.5° 2� 1 1° 1 4� B�� 6� ,z�� I i I Bo1Se CaSCade BC/ �JO/ST /4EPA/R OETA/L ; PROJECT �": 1 O-01 35-04/05 BUILDER: RANEL50N � AQDRESS: IVORTH DAY LOT ' VAII., COLDRADO SUPPLIER: EDWARDS BUILDING CENTER DISTRIBUTOR: BOISE BBMD - DENVEF2 DATE: SEPTEMBER 24� 201 O JO/ST: 7 1-7/8"BCI 6000 LOAO/NG; 40/20 PSF SPAC/NG: T 2" O.C, SPAN L ENGTN: 1 6' 9" � 1 3� 1 7" � 1 6'O" HEADEf2 LOCA7'iDN: SEE' 6ELOW NEW SIMPSTON IU92.37/] 1.BS HANGER ITYP.) � 1-1/S'� OR l81 1/2�� THICK ❑HB BACKER BLOCKS REQ�D, ONE __f___-=-'------- FACE, MIN I Z�� WIOE, NAIL WITH (10) l Oo NAILS, CLIt�tCHED (7'YPJ iVEW SIMPB[7N � NEW 17-7/S" LVL HEADERS HU11 HANGER ��-��--� . ,...,-.� V...-.,_W-,..�.e...�..«�._____- .._._ ...._.�.�- J 1.._ �. �__' ... . - .,_� ..- __..._.._....____ � � -_._.�.� ......._.._._- ... �} �� ._,......_---.__�. -. � � ....- _____ F - "J �"' J : ........ - -...._-.....-.-.-.........s..��y... i '1 r' -_"...._._. .� .._,��. ....... _._.._ � -:._,�._-_._ Y' .:_._ ". '.`. ':;- .. ....:::�. . . :�:: .�:..: .... . ... -`... ... j .._._.___ . ..�_,.,_ � _ _ _.�_ ..._� ._ . �.- �_ ( � � _�__—.�—�..__ll _ [I _ r i __ _ _. � ,_—=-_.—.__ � _ �._ _ a �._ — — ---- ___ , _---— — _ _�__7 i._ C�_ —.___.._� __—_��_ I � � i ' _ _ �-- -- : -------a_---�-- ------ _ _� �_ _ _ — _ ..__..., i_.__i i --.— __..,..^.--- — —— I 1 I I ---�--.— , -- - --- f =�_ _ - ' ^_ _— �_. - _ ��_ I -- 1 I ._..,_--- «.-- - - --— 1 . I � _ ' �.._.V.__ -- - !._I ..__... ._ .__ ; � I _... _�___ _w� -- ..— _ � _ -. .___.�..�.__� t I � _„ _ ___ __..�---- ----.�_,. — - _._r�_ -- _ -;---�------- � �._ 1.v.._. � �, . ._.L_I.�__ � - ..�___. ._. _4 . . � I i ' _ —_,. �.�.—_'�_._ � �� I I � _�� i — ' - ---_._----- --r��-----c_ ; _-� -- i i l 1 � .�. ; 1` 6�� g� `7u 6� �0° �� 4u ------_ .___..___._._-'�--'_--......�.. _._.._�. ..,...---��-�---_.._�_..__. ...._.._�.... _.. _ _...._..__` i � i �BOISeCascade Single 11-7/8" BCIO 6000-1.8 DF Joist110-0135-06 �i BC GAI CO3.0 Design F?eport- US Service class 1�3 spans�No cantilevers�0/i2 slope Friday, September 24,2010 Build 44fl 12 OCS � Non-Repetitive�Glued&nailed conslruction File Name: 10-0135 Cover Job Name: VAIL,C�LORADO Uescription: 10-0135-06 Address: Specifier: KJK Ciry,State,Zip:, Designer: Customer: NORTH DAY LOT Gompany: BOISE CASCADE, LLC Code reports: ESR-1336 Misc: v� _ � a � 11 04 1?. 14-04-U8 s� � B0,4" 81,5-1/2" it-03-03 � B2,5-1/2" g3 q�� LL 2141bs LL 603 Ibs LL 600 Ibs LL 212 Ibs DL 87 Ibs DL 285 Ibs DL 293 ihs DL 85 Ibs Totaf Horizontal Product Length=3�-00-07 Live Dead Snow Wind Roo(Live OCS(in.) ' Load Summary ' Tag Description Load TVpe Ref. Start End 100% 90% 1U0% i33°! 125% 1 Slandard Load Unf.Area(psf) L 00-00-00 37-00-07 40 20 12 Controls Summary Value %Allowable Duration Case Span DISCIo5U1'e Pos. Moment 763 ft-Ibs 18.8% 100% 16 2-Internal Completeness and accuracy ol input musl Neg. Moment -1,080(t-Ibs 26.6% 100% 18 2-Left be verified by anyone who would rely on ' End Aeaction 3p1 Jbs 21.1% 100% 14 1 -Lgit outpul as evidence of suitabiliry for Int. Reaction 888 Ibs 30.6°/a 100% 18 2-Left Particular appfication.Output here 6ased CORt.Shear 444 ibs 26.5% 1 QO% 18 2-Left on buiiding code-accepted design Hole#1 SheaY f 39 Ibs 21.2% A3 properties and analysis methods. Installation of BOISE engineered wood Total Load Defl. V2,412(0.072") 10.0% 16 . 2 producis must be in accordance with Live Load Defl. L/3,031 (0.057"} 15.8% 16 2 current Installation Guide and applicable Total Neg. Defl. U-9,384(-0.014") 2.6°10 16 3 bui!ding codes.To obtain Installation Quide Span/Depth 14.5 n/a 2 or ask questions,please call Hole LoCatlon Valid (800)232-0788 before insfallation. Hole Summar BC CALC�,BC FRAMER�,AJS'"' Y Center Ref. Width Neiqht Shape ALLJOIS70,BG RIM BOARDT"',BCIOO , 1 02-OS-04 R 8-1/2' 2-1/2" RBCt. BO1SE GLULAMT"",SIMPLE FRAMING ' SYSTEMp,VERSA-LAM1i10,VERSA-RIM %,Allow %Allow PLUS�,VERSARtM�, Beaflllg Supp01'tS dim.(Lx 1h� Value Support Member Materiai VERSA-STRANDOO,VERSA-STUD�are BO WafUPlate 4"X 2-5/ifi" 3d1 Ibs Na n/a UnspeCified traden�arks ot Boise Cascade,LL.C. Bi Wali/Plate 5-1/2"x 2-5/16" 888(bs n/a nla Unspecified B2 WaIUPlate 5-1/2"x 2-5/16" 884 Ibs n/a n/a Unspecified B3 WaIUPlate 4"x 2-5l16" 298 Ibs n/a n/a Unspecified Cautions Negative Total Deflection-0.014"exceeds arbitrary maximum limit of-0". No#es ! Design meets Code minimum (U240}Total load deflection criteria. Deslgn meets User speciiied(U480} Live load deflection criteria. Composite EI value based on 23/32"thick sheathing glued and nailed to joist. i � Page 1 of 1 ' - �B°'�ceS�adB Single 11-7/8" BCfO 6000-1.8 DF Joist110-01�5-07 BC CALC�3.0 Design Report- US Service class 1�3 spans � No cantilevers�0/12 slope Friday, September 24,201� Build 440 12 OCS �Non-Repetitive � Glued&nailed construction File Name: 10-0135 Cover Job Name: VAIL,COLORADO Description: 10-0135-07 Address: Specifier: KJK City,Siate,Zip: , Designer. ; Custamer: NORTH DAY LQT Company: BQlSE CASCADE, LLC Code reports: ESR-1336 Misc: � - - - - - � : ; � �' 1s�07�o3 t4�ti-00 10 OJ•08 ' 80,3-3/16" f31,5-1/2" B2,5-1/2" B3,2-5/8" LL 301 ibs LL 760 Ibs Lt 752 Ibs LL 296 Ibs I DL 137 Ibs DL 345 Ibs DL 3391bs DL 134 Ibs i Totai Horizontal Product Length=47-09-11 ' i Live Dead Sf1ow Wind Roof Live OCS(in.) I� Load Summary � Taq Description Load Type Ref. Start End 100qo 90°/ 100% t33°,6 125% 1 Standard Load Unf,Area(psf) L 00-00-00 47-09-11 40 20 � 12 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 1,514 ft-Ibs 37.3% 10a°o 14 1 -Internal Completeness and accuracy of input must Neg. Moment -1,fi75 ft-Ibs 41.3% 100% 18 1 -Right be verified by anyone who would reky on End Reaction 430!bs 32.7% 100% 14 3- Right eutput as evidence of suitabilfty for : Int. ReaCtiOn 1,104 Ibs 38.1% 100% 1 S 2-Left Aarticular application.Output here based Cont.Shear 580 Ibs 34.6% 100% 18 1 -Ri ht on building code-accepted design 0 9 properties and analysis methods. Hole#1 Shear 146 Ibs 27.0/0 43 Installation of BOISE engineered wood Tota!Lo2d Defl. U987(0.199") 24.3% 14 1 products must be in accordance with LiVe LOad Defl, U1,363(0.144") 35.2% 14 1 current Installation Guide and applicable Tota3 Neg. Defl. U-2,122{-0.084") 11.3% 14 2 building codes.To obtain Installaiion Guide Span/Depth 16.6 n/a � or ask questions,please call ; Hole Location Valid (800)232-0788 before instalfation. ' 8C CALCOO,BC FRAMEROO ,AJSr"" Hole Summary Center Ref, Widfh Heiqht Shane ALLJnfSTOO ,BC RIM BOARDTM,BCIO, 1 OS-10-00 L 10" 4" Rect. BOISE GLULAM�M,SIn4PLE FRAMING ' SYSTEMOO ,VERSA-LAMRO,VERSA-RIM %Allow %Allow PLUSOO ,VERSA-RIMO, Bearing Supports Dim.(L x 1� Value Support Member Material VERSA-STRANDOO,VERSA-STUDO are BO WaIl/PlaTe 3-3/i 6"x 2-5/16" 438 Ibs nla n/a Unspeciiied ��adamarks of Boise Cascade,L.L.C. [31 Wali/Plate 5-1/2"x 2-5/f6" 1,1041bs n/a n/a Unspecified B2 Wall/Pfate 5-1/2"x 2-5/ifi" 1,092 Ibs n/a n/a Unspecified B3 Wall/Plate 2-5/8"x 2-5/16" 430 Ibs Na n/a Unspecified Cautions Negetive Total Deflection-0.084"exceeds arbitrary maximum limit of-�". Notes Design meets Code minimum(U240)Total load deflection criteria. ' Design meets User specitied(L/480}Live load deflection criteria. Composite EI value based on 23/32"thick sheathing gfued and nailed to joist ' Page 1 of 1 �Z►)BolseCascade Sing{e 11-7/8" BCIO fi000-1.8 DF Joist110-0135-08 �:� BC CALC�3.0 Design Report- US Servir.e class 1�3 spans� No cantilevers� 0/12 slope Friday, September 24,2010 Build r340 f2 OCS �Non-Repetitive �Glued&naiied construction File Name: 10-0135 Cover �� Job Name: VAIL,COLORADO Description: 10-0135-08 '� Address: Specifier. KJK I City,State,Zip: , Designer. Customer: NORTH DAY LOT Company: BOISE CASCADE, LLC Code reports: ESR-1336 Misc: � ' � � - i a � ,�02�2 ,�_,U-,S ; 16 07-00 _ B0.6•i/2" �1,5-i/2" 62,5-1/2° B3,2-5/16" LL 317 Ibs LL 769 Ibs LL 762 Ibs LL 300 Ibs DL 146 IbS DL 348 fbs DL 343 Ibs DL 137 Ibs Total Hor'�zontal Product Length=4£i-p8-01 Live Dead Show Wind Roof Live OCS(in.) Load Summary Tag Description Load Type Ref. Start End 100�a 90% 100%a 133% 125°1 1 S#andard Load Unf.Area(psf} L 00-00-00 48-08-Of 40 20 �2 Controls SummarV Value %Allowable Duration case Span Disclosure Pas. Moment 1,570 ft-IbS 38.7% 100% 14 1 -Internal Completeness and accuracy of input must fVeg. Nloment -1,717 ft-Ibs 42.3% 100°10 18 1 -Rlght be verified 6y anyone who would rely on End Reaction 437 Ibs 34.2% 100% 14 3-Rlght outpu#as evide�ce ot suitabiliry for ' I�t. Re2lCtfOfl 1,117 Ibs 38.5% 100% 18 2-Left Particu4ar application.Output here based � Cont.Shear 59a Ibs 352% 100% 1 S 1 -Right on building code•accepted design : Hole#1 Shear 149 Ibs 28.0% 4� prope�ties and analysis methods. i Installation of BOISE engineeted wood Total Load Defl. U938(Q214") 25.6% 14 1 products must ba in accordance wiih Live Load De1L U1,299(0.154°) 36.9% 14 1 current Installation Guide and applicable Total Neg. Defl. U-1,995(-0.09") f2.0% 14 2 building codes.To obtain Installation Guide Span/Depth 16.9 �/a � or ask questions,please call Hole Location Valid (800)232-0788 betore installatior�. BC CA�C�,BC FRAMERC AJST"" " HolO SUmmBf Center Ref. Width Hei ht Shaoe ALLJOIST�,BC R�M BOARDT"' BCIO, ` 1 08-10-00 R 8-1/2" 5" RBCt. BOISE GLULAM'^' SIMPLE FRAMING # SYSTEM�,VERSA-LAMO,VERSA-RIM %a Allow °/,Allow PLUSOO ,VERSA-RIM�, � Bearing Supports Dim.(L x 1N) Va7ue Support Member Material VERSA-STRANDOO,VERSA-STUDC�are i BO Wal{/Plate 6-1/2"x 2-5/16" 463 Ibs n/a n/a UnspeCifled trademarks of eoise Cascade,LL.C. 61 Wall./Pfate 5-1/2" x 2-5/16" 1,1 t71bs n/a n/a Unspecified 82 WalllPfate 5-1/2"x 2-5/16" 1,744 Ibs Na n/a Unspecified B3 WalllPlate 2-5/16'x 2-5/16" 437 Ibs n!a n/a Unspecified Cautions Negative Total Deflection-0.09"exceeds arbftrary maximum limlt of-0". Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets User specified(U480) Live load deflection criteria. Composite EI value based on 23/32"thick sheathing glued and nailed to joisL ; � i � Page 1 of 1 ' i � �e°'sece9�e�a Single 11-7/8" BCIO 6000-1.8 DF Joist\10-0135-09 BC CALC�3.0 Design Report-US Service class 1�3 spans� N�cantilevers� 0/12 slope Friday, September 24, 2010 Build 440 16 OCS � Non-Repetitive�Glued&nailed construction File Name: 10-0135 Cover ' Job Name; VAIL,COLORADO Description: 10-0135 09 � Address: Specifier: KJK I City,State,Zip: , Designer: Customer: NORTH DAY LOT Company: BOISE CASCADE, LLC � Code reports: ES(i-1336 Misc; r —.--c— � __ 4 — -- �I I if 10 03 14 13-Ob•10 - 06-00-00 / B0,6-1/2" 81,5-t/2" 82,S-1l2" B3 LL 260 IBs LL 725 ibs LL 666 Ibs LL 164 Ibs DL 104 Ibs DL 358 Ibs DL 309 Ibs DL 26 Ibs UP 86 Ibs Total Horizontal Product Length=29-10-08 Live Dead Snow Wind Roof Live OCS(in.) Load Summary Ta�bescription Load Type Ref. Start End 100% 90°!0 700°/a t33% 125%, ' 1 Siandard Load Un{.Area(psO L 00-00-00 29-10-OS 40 20 �g Controls Summary Value %Allowable Duration Case Suan DISCIOSUI'e Pos. Moment 884 ft-IbS 21.6% 100% 16 2- Internal Completeness and accuracy oi input musi Neg. Momen[ -1,214►t-Ibs 29.9% 100% 18 1 -Rlght be vedfied by anyone who would rely on Etid ReaCtion 363 Ibs 25.5% 1 QO% 14 1 -Left output as evidence of suitability for ; Ini. ReBCtion 1,083 Ibs 37.3% 100% 18 2-Left pgh�cular application.putput here based Cont. Shear 548 Ibs 32.7% 100% 18 2-Lefl on building code accepted design ' Uplift 86 Ibs n/a 16 3-Ri �t Properties and analysis meihods. 9 Inslallation of BOISE engineered wood Total Load Defl. U2,249(0.072") 10.7% 16 2 products must be in accordance with Live t oad Deil. U3,059(0.053") 15.7% 16 2 current Installation Guide and applicable Totaf Neg. Defl. U-7,094(-0.01") 3.4% 16 3 building codes.To obtain lnstallation Guide Span/Depth 13.7 �/g 2 or ask questions,please calf (S00)232-0788 before installation. %Allow %Allow BC CALC�,8C FRAMEROO ,AJS'^' Bearing Suppor[s Dim.(L x IN1 Value Support Member Material ALLJOIST�,BC RIM BOARDT^" BCIO, BO Wall/Plate 6-1/2" x 2-5/16" 363 Ibs nla n/a Unspecified BO1SE C,LULAMT"",SIMPLE FFAMING 81 Wall/Plate 5-1/2" x 2-5/16" 1,083 Ibs n/a n!a Unspecified SYSTEM�,VERSA-u�MO,VERSA-RIM B2 WaIUPlate 5-1/2"x 2-5/16" 975 Ibs nla n!a Unspecified �'�u5�,VERSA-RIMO, ', B3 Hanger Load n/a 190 Ibs Unspecified n/a Hanger VERSA-STRANDOO,vERSA-sTUOOare B3 Hanger Uplift n/a 86 Ibs Unspecified n/a Hanger ��ademarks of Boise Cascade,�.�.C. , Cautions Uplift of 86 Ibs found at span 3-Right ' Negative Total Qeflection-0.01°exceeds arbitrary maximum limit of-0". Notes Design meets Code minimum (U240)Total load deflection criteria Design meets User specified(U480) Live load deflection criteria. Composite EI value based on 23/32"thick sheathing glued and nailed to joist. Page f of 1 Boise Gascade Joist: 11 7/8" BCI 6000 Loading: 4Q/20 psf Spacing: 16" o.c. Span Length: 10'-3", 13'-6", 6'-0" Notch Location: 4'-0" from interior bearing on 13'-6" span. 1" max deep x 4" wide rounded --� notch on one side of top flange � J-U BCI Joist Top Flanqe Repair Detail Project Number: 10-0135-09 Project: North Day Lot City, St: Vail, CO Supplier: Edwards Building Center Distributor: Boise BBMD - Denver Date: September 24, 2010 l��J 2x6x6'-0" HF #2c --►� , �.i-- Section A-A Notes: 1) Install 2 x 6 tight to underside of#op flange 2) Glue 2 x 6 to web with floor panel adhesive, squeeze out evident 3) Nail 2 x 6 with (2) rows 10d nails @ 6" on-center, staggered. Clinch all nails on web __ ___ __ Boise CaSCade BC/ �/Q/ST REPA/R OET,4/L PROJEGT #: 1 q-p 1 35-1 O BUILDER: RANELSON ADDRE5S: NORTF-f DAY LOT VAIL, COLORADQ 5UF'PLIER: EDWARpS 6UILC}ING CENTER I DISTRIBUTOR: BOI5E BBMD - DEIVVER ; DATE: SEPTEMBER 24, 201 O ; JOIST: I T-7/8"BC/ 600Q t LOAO/NC,: 40/2L3 PSF SPACIlVG: 76" O.C. SPAN LE'NGTH: 13'4" ' HEAOER LOCAT/ON; 5EE BELOW j I � i 7-7/8�� OR (2) 7/2° THICK D5B 4 BACKER BLOCKS REQ�D, Oh1E NEW SIMP50N IUS2.37/1 1.B8 �I, FACE, MIN 1 2° WIDE, NAIL WITH NANGER AT BCI 6000, HU 1 1 i (1 O) TOo NAILS, GLINCHED tTYPJ HANGER AT LVL, T'YP. __. _.._.____ -� -_. -_. NEW 1 1-7/8° —. ____._._. -- - _ . .. ---. ..__ _ 'i r "� �" "i �' , r' '1 � � � L V L 1-1 E A D E R I (7 N ' Z N I 'Q - - - L _� -J m r � � � 0 H � ' t7 I i i i � � NOTE: TH/S PERM/T MUST BE POSTED ON JOBSITE AT ALL TIMES .� �w�o�vna, • Town of Vail, Community Development, 75 South Frontage Road,Vail, Colorado 81657 p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149 NEW COMM BUILDING PERMIT Permit #: B09-0321 Project #: Job Address: 600 W LIONSHEAD CIR VAIL Status. . : ISSUED Location......: FIRST CHAIR, NORTH DAY LOT Applied . . : 11/04/2009 Parcel No....: 210106308004 Issued... : 08/25/2010 Expires . ..: 10/03/2010 OWNER VAIL CORP 11/04/2009 PO BOX 7 VAIL CO 81658 CONTRACTOR R.A. NELSON&ASSOCIATES, IN 11/04/2009 Phone:970-949-5152 PO DRAWER 5400 AVON Colorado 81620 License: 170-A Description: NORTH DAY LOT DEVELOPMENT Occupancy Type Factor Sq Feet Valuation Totals... 59,400$9,931,244.00* Number of Dwelling Units: Occupancy: R-2 Town of Vail Adjusted Valuation: $9,931,244.00 Type Construction: VA Total Sq Ft Added: 59400 ...........................................................�.....,..,............ FEE SUMMARY ,.......,.,.,..,..,.,...,_,,,...,_.,....._.._._.,_..,....,,,.,.,,,,.,,...,,,,.,...,. Building Permit Fee------> $38,210.55 Will Call---------------------------> $4.00 Total Calculated Fees-------------> 291,286.29 Plan Check--------------------> $24,836.86 Use Tax Fee---------------------> 198,424.88 Additional Fees-----------------------> $0.00 Add'I Plan Check Hours-> $110.00 Restuarant Plan Review---> $0.00 TOTAL PERMIT FEES--------------> 291,286.29 Investigation-----------------> $0.00 Recreation Fee----------------> $29,700.00 Payments-------------------------------> 291,286.29 Total Calculated Fees------> 291,286.29 BALANCE DUE----------------------> 30.00 .....................................................�,.,,,,....................,..........,...,,...,.,...............,......,..,.......,..,.,...,.,.,......,,,,,.....,...,..,....,,.,.,. DECLARATIONS I hereby acknowledge that I have read this application,filled out in full the information required,completed an accurate plot plan,and state that all the information as required is correct. I agree to comply with the information and plot plan,to comply with all Town ordinances and state laws,and to build this structure according to the 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 970.479.2149 OR AT OUR OFFICE FROM 8:00 AM-4:00 PM. /� �= 1 _ _ c._.__. _ _�_ v ! Signature of Owner or Contractor Date rri! �/z 6 r'�/ T!��s�i2 i� �� Print Name n ew_co n st ru ct i o n_pe rm it_041908 � Rx4w+w**4f�f}wyt#f***tkwl4t*ftxwktifffYNi�f�fffffwfk�ff�feMfw��R4�lxRwwf**lfi�eww�*4�fftf�ww��1lixxwrtw�*#fRRe�ww*f�lf/wNwf�ft�x�wwwfw�*+�fwwfw*1iff44�f#wwYi4�4ffwwww**�4ffx��Affw44 APPROVALS Permit#: B09-0321 as of 08-25-2010 Status: ISSUED ..............................................................................................................................................................�....,........,,....,.. Item: 05100 BUILDING DEPARTMENT 12/28/2009 Martin Action: CR F:\CDev\CHRIS\PERMIT.COMMENTS\B09-0321\6090321 1 st comments.DOC 03/25/2010 Martin Action: AP Item: 05400 PLANNING DEPARTMENT 12/09/2009 Warren Action: CR Prior to sign off from Planning the applicant shall submit a plan for addressing the necessary eight parking spaces that not have been located/repiaced when the North Day Lot is taken out of service for VR employee parking. 03/11/2010 Warren Action: CR Prior to sign off from Planning the applicant shall submit a plan for addressing the necessary eight parking spaces that not have been located/replaced when the North Day Lot is taken out of service for VR employee parking. Once this is recieved Planning can sign off. 03/25/2010 Warren Action: AP All necessary items have been resolved. Item: 05600 FIRE DEPARTMENT 12/30/2009 mvaughan Action: CR comments have r emailed to contractor, FPE, architect, and Martin H. 03/18/2010 mvaughan Action: AP Item: 05500 PUBLIC WORKS 12/28/2009 Martin Action: CR F:\CDev\CHRIS\PERMIT.COMMENTS\609-0321\B090321 1 st comments.DOC 03/16/2010 TK Action: APCR The Town of Vail Public Works Department has received the Building Permit re-submittal plan set dated received 3/9/10 for the First Chair(North Day Lot) Development. Based on our review the following shall be agreed to as conditions of the BP approval and the applicant must gain approval by the Town prior to TCO/CO or as noted. Conditions of Approval 1. As discussed and shown within the PEC approved plans, a"Skier Drop-Off'wayfinding sign program of informational signs and monument signs is required. Please provide sign program and how it will work with the existing wayfinding sign program. 2. Provide an easement plan, showing all necessary and agreed upon easements, a�ong with easement language. 3. The existing storm sewer pipe shall be completely removed between the two inlet being removed and the one inlet to remain at the entrance to First Chair along W. LH Circle 4. The curb taper along W. LH Circle shall be 6' long instead of 3' long as shown. 5. The mechanical plans show the skier drop off as Town of Vail zones, these are VR zones per the skier drop off agreement, please update. 6. NA new_construction_perm it_041908 ( 7. Details: a. The heated paver walks in Town ROW and Tract are not required to have 80mm pavers nor a concrete sub slab. The standard TOV pedestrian heated paver walk requires; 60mm pavers on 2" sand with snowmelt tubing, on top of 6" Class 6 compacted base, restrained by a concrete edge or other approved edge restraint. 8. A similar snowmelt agreement as to the one with the Arrabelle will need to be executed, in order to administer responsibilities for payment for the shared boiler system, as well as a standard Town streetscape/heated walk maintenance agreement. 9. The Vail Village fixtures and bollards on Town property should be run off Town power. 10. All construction staging issues shall be resolved prior to construction including staging, phasing, access, schedules, traffic control, emergency access, etc... 11. A ROW/Utility permit shall be obtained and approved by the Town of Vail prior to commencing any construction within public Right of Way. 12. A Town of Vail Revocable ROW permit shall be recorded for all private property improvements located within public ways. 13. Prior to approval of a Building permit all necessary permanent and temporary easements are recorded with Eagle County. A CDPHE Permit and all applicable ACOE permits (i.e. Dewatering) shall be submitted prior to construction 06/17/2010 tk Action: AP Approved revisions as provided on plans received 6/10/2010. Conditions of approval as noted above have been resolved as per the response letter dated 6/7/10. 08/03/2010 tk Action: AP Approved MSE wall revisions based on plans received 7/11/2010 noted as ASI-10 6/7/10 08/18/2010 tk Action: AP Approved change to t curved retaing wall to include soil nails with plans sealed on 8/9/10, along with cover letter dated 8/12/10. Item: 05101 BUILDING DEPT REVISION 08/19/2010 Martin Action: AP Per Tom Kassmel review ..................................................................................................................................................................................... See the Conditions section of this Document for any that may apply. new_constru ction_perm it_041908 ( fffxtwXwfRftf��}x�fwwf�f�tff�wwwflw��xxXfww��f�xtfNfw�K#*/Af�fRxlwwwf�fff�4�ftwww#w�1X#f1w�RlNfYwf��t�f}fXNwwRwww#�twf�ff4#wwf*f�f�ffi�xwXwkw��f�4�*��t�xfffwMw�ttt#t�A>�4�Mw• CONDITIONS OF APPROVAL Permit#: B09-0321 as of 08-25-2010 Status: ISSUED ft�TwV 4xR�Rrte�k44ff#1eR�fftrtRYYi�#**1rX1rfRYrYlf4ki(4letefxftrY'Ylrtf441`+t��f#YriYRA'i1'M�Rf�k1`41�41`f�iiMi1'i1'Yrrtf�kk4#f4tlM*Ri4YlYlYefiritffx*Ri4iFrt�Rx4ilLf1`**4tfiRRi1'Y(i(i(R*#ffrfxfi�kbY'YlM�ktt+ffeR4lR4xfAt4'R#i(i!R*#�4ff�fkffYltY4f41 Cond: 1 (FIRE): 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: 17 (BLDG.): A STRUCTUAL ENGINEER WILL BE REQUIRED TO APPROVE ANY STRUCTUAL CHANGES BEFORE A FRAMING INSPECTION IS APPROVED BY THE TOWN OF VAIL. Cond: 20 (BLDG.): FIELD INSPECTIONS BY FIRE AND BUILDING DEPARTMENTS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE BEFORE BEING USED FOR OCCCUPANCY. Cond: 31 (BLDG.): BOILERS SHALL BE MOUNTED ON FLOORS OF NONCOMBUSTIBLE CONST. UNLESS LISTED FOR MOUNTING ON COMBUSTIBLE FLOORING. Cond: 34 (BLDG.): A COPY OF THE SOILS REPORT WILL BE REQUIRED BEFORE A FOOTING INSPECTION WILL BE CALLED FOR. Cond: 35 (P.W.): ACCESS AND DRAINAGE INSPECTIONS MUST BE DONE BEFORE FOOTING INSPECTION. Cond: 40 (BLDG): (MFR/COMM) FIRE ALARM REQUIRED PER NFPA 72. Cond: 5 (PLAN): PRIOR TO THE TOWN BUILDING DEPARTMENT CONDUCTING A FRAMING INSPECTION, AN IMPROVEMENT LOCATION CERTIFICATE (ILC) SHALL BE SUBMITTED TO THE DEPARTMENT OF COMMUNITY DEVELOPMENT A MINIMUM OF FORTY-EIGHT HOURS IN ADVANCE OF THE REQUESTED INSPECTION. ROOF RIDGES AND BUILDING FOOTPRINT SHALL BE INDICATED ON THE ILC. Cond: CON0011333 new_construct ion_perm it_041908 � *********++*�*************��***************************+*******************+**************** TOWN OF VAIL, COLORADO Statement *****++*+********+*************************+*******************************�**************** Statement Number: R100001157 Amount: $110.00 08/25/201011:34 AM Payment Method: Check Init: SAB Notation: 184149 RA NELSON ----------------------------------------------------------------------------- Permit No: B09-0321 Type: NEW COMM BUILDING PERMIT Parcel No: 2101-063-0800-4 Site Address: 600 W LIONSHEAD CIR VAIL Location: FIRST CHAIR, NORTH DAY LOT Total Fees: 291,286.29 This Payment: $110.00 Total ALL Pmts: 291, 286.29 Balance: $0.00 ************************�**********************a*****************************************�** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ PF 00100003112300 PLAN CHECK FEES 110.00 ----------------------------------------------------------------------------- � £s,r� ,..� . . .. . �� '�' 3 s t, ' ' � �� "'� � ` ' ` �"� � De artment of Community Developmen�-� ;. ` �� >�,�� - �;� �� ;� � �, �,w. � �� ,� � �,� �� p ,��,�, �ti �ti � �� E� .� � 75 Svuth Frontage ��. Ro �-� �� ;� � , � u s �;�;: Vatl� ��i�l.orac�o 8�.�; � � ��,�� - � � p� ��g � .:� ��:�Ce��9�4�79 �� . ° -�„� ry�� ;��w.<_.� � �� `�- �� F��C.�9'�Q=4�'9�2.�� X � ,. - ` ilV�b �n�r vai[gov�x�'� ,;�� . t,� �- _ ° De�e�opinen�.��ew Coc�r '� �`� �' �� . � ,� �ftt _�� , � � � �� -�. -�� ._, _�-��.�� e � <.,...a..� � t ,-.=: � �,�;;� TRANSMITTAL FORM Revision Submittals: 1. "Field SeY'of approved plans MUST accompany revisions. 2. No further inspections will be performed until the revisions are approved&the permit is re-issued. 3. Fees for reviewing revisions are$55.00 per hour(2 hour minimum), and are due upon issuance. ...�....�._�� __,_...__....._.._ Permit#(s)information applies to•NY~��mrv��W ��W��rc`�`�."�"'�"�`------ -----.---_�___._, Attention: ---------------__ ' 4'J Revisions �"�'�""'M" �-�� 3 � � ( ) Response to.Correction Letter �� attached copy of correction letter ' ( Deferred Submittal .�._._�.e��.�...,a,�_�� ) Other ' ,...w... _ . __..�.�,......�.�...,.��..,,,,ar,,,..„..�.,..„. j �: • ,..�,..r,,.e..,«.-.,,.�..M,.�„ ; Pro�ect Street Address: " """'"°"�"`��-��-°-r�•-� .�,.,....�,.....�,.,.�,� �,.,.�...�..�..�......� ..�,....,....u-..u....�.�.,.,� E 00 ��o.,.c s . �. .�,�. I /-,�5-.a_�? �_ � Description/List of Changes: l �(Number) (Street) ' (Suite#) �� / �r�!L�.�.� i Building/Complex Name: �� -�� " ; _F i n,s; r-�-�,4..� ,-1 � s — —�---_ ;1ZF S i�' .�t� f3 v c. /� � Y �.�,�„�,�,_,�,:,�. �Contact Information:a��%�� " `""°""'°"` Coa.t -TiZ,f►-G;02� ` F ! �T�4-• -�s �..s� � �Company:� n� F_ �_ s�s�r �-f�-ss��-i.4 T�5n �.�/i4- L � l�F�2 � i � S /� � Company Address L6, p�i4. y� � S¢�� _ ` �L2� Ti-iF A-PPnp v� � P v�4-..c 3 E City:�. tJ0'� State:C� Zip:�lG�O � � f F � i � �Contact Name: /�/�sz E �.�y,-� �� ; • �'L• <�'',�I ; � ,Contact Phone:� �Q_ ¢. �, � � _ ; O-�--¢ � { '=,--_ � j {E-Mail L+�lr'c�TS�f3rn.;s�,� n � _ ' L�' �F c,sCrn.,� Cp ' � � , €m...�..w,a., i � .. . «r.....�.��,..ww��.m..*�,.,"""»'�*u.�.v.:�m.�ss.,��.�+.+..��.a.»,..-,.�..a.,�v..+......,...��w,�.�:.W_,a..,»_ � i � � �'Revised ADDITIONAL Valuations (Labor&Materials) ` (DO NOT include original valuation) � � ° ; $ 3 �Building: � f �(use additional sheet if necessary) _ ,> _. __. t �Plumbing: _ : $ � _.._ , ____.. r � � � � � � -- � D <Electrical: `Date Received: � � ' �Mechanical: $ ; � �t�� 2 �� E Total: � 3�� -�� d �-__._._.___�__,_�. _ _ �________ � ��,`� T4WN aF V�11L � �v� 01-Jan-10 ka +it �� Ap�?�'�I ifll�� `��Il�!�,� �� ,hG�j. �,�: �+`.� l f k�,:{r P�.�,,r��}'..1� PFSg r�f��5'�'A41 �� a1G it�� "(,��y�n4I�S7eaq "�I. .T'' ` ';�� v -,��a z;. �, �� 1� �� ' t� " " � �' . �� r �� °'.4 ��t�; �"r;WS � r a r x'�y , u �µ'�'F3�.3�*1 ��4 [ �t i�MI riy! k� I `�F �i� i��F � M1 � $�i u,- �' � '�.t�i t� � x .--��7, F r " I �� i� Y��r �"� i�tii nr i �� wd,i ° i� t r t fl � � v , 1��;. Ir 6 'S-�'S'+.."'�'� d" { �' I v y�a+�,`�. �d�N� �ti5�v�'�i� �� '� q�� ¢�� d �� I� �,�'' 9�� il�� 9��, �� #� `�y. �� y�M� ` ��e��e��o�'��ir�i�i i� g��a men� �.: ��*�i' •Y{ x rr�,�^ � Y�� p i+.�� ;:et"y.s ,,� �- � � � .73 Scwth Fr�tage� T ,. '` '*� •`::�`�� ` �'�,� �1 .�� . - ' '� r'��'�� '�. `:, .�'a' ��"`� r� ..nr, t y `. S .:i. ' . �`. g..:{ ' ,�� -r h . � '"�i` � � �t .� ' :"~i �+ �. � , L�� 1 ��. ..��} !,,� � ' �' �� •�, 1�,}�� !� �'1 ' , !.'o".. �4 .� - �.R�'�'*`. �`�. _ � k. _� � r �y , *� �'� '°.. � ' ' �„�j. ' i i e ` :* -i_i _,;„r. ��r r TRANSMITTAL FORM Revision Submittals: 1. "Field Set"of approved plans MUST accompany revisions. 2. No further inspections will be performed untii the revisions are approved&the permit is re-issued. 3. Fees for reviewing revisions are$55.00 per hour(2 hour minimum), and are due upon issuance. Permit#(s)information applies to: Attention: (�evisions 809-03�1 M�Rn�►f TDµ 1C ( )Response to Correction Letter attached copy of correction letter ( )Deferred Submittal ( )Other Project Street Address: f,�� Lil• L/en/SH 6R i� G!R Description/List of Changes: (Number) (Street) (Suite#) ,_4VE 'lb -rN� GuRKE�T C�,av��t'l�ti' oF Building/ComplexName: Fl14ST Gt,FA)1� TUt �x�sr1'i�4 f�►481�J WM.I. RN1� r'�R . _ CtnIVG-1JiA'fIDNS ►J1T'F� ^bNt KASSMEI.. � Contact Information: Company: ✓AIL SL6SoR7S �� E' ��i,•�c. 7� C�A-81o�✓ Company Address:� 3 PD �a X 939 ` W'�-�- �"�D �i'CAC,�"i�, ,J�4 WfTH City: AVON State:��Zip: ff)bZ0 � M� �T�'�^��^�y w�� S cs�''� Contact Name: kyLE l�R t FF �rk �^� � �T�� '�d�� Contact Phone: 3�3-885-lD'7�/ E-Mail K(iR/FF/TH�VR+I.RtSoQTS.Lo•�t '* I,J�FS Prl.t2��'�`1 SV�.t�TTED AiJ� A�'r12.a/6D �4 � vRa Revised ADDITIONAL Valuations(Labor&Materials) (DO NOT inciude original valuation) �3� 't"t�R� [.aP��s. Building: $ 1J Pl (use additional sheet if necessary) Plumbing: $ Date Received: Electrical: $ � .�O � � Mechanical: $ D Total: $ JUI. 14 2010 TOWN OF VAIL Ol-Jan-10 � .._. �I°- � : �"�� ARCHITECTURE I _,1� I �� I I� ��` j , � P�OPOSAL REQUEST �f URBAN DESIGN ''� ��, ,��+ ��„r�o INTERIOR DESIGN �"I • ;� � r; t.L;��i � �;ii �..�._. � ,, 'li rg 1 � �'. .'.. ...�� Y'4�. �. PROJECT: First Chair PR#: 06 �OWNER 60o W. Lionshead Circle �ARCHITECT Vail,Colorado �CON5ULTANT �CONTRACTOR PROJECT�i: 1�030.03 DATE of ISSUANCE: September 17, zoio O FIELD OwNER: Vail Resorts Develoment Company ARCHITECT: OZ Architecture of Boulder,Inc. i37 W. Benchmark Road Avon,Colorado 816zo TO CONTRACTOR: RA Neison CONTRACT FOR: Construction CONTRACT DATED: April i5, zoio Please submit an itemized proposal for changes in the Contract Sum and Contract Time for proposed modifications to the ConCract Documents described herein.Submit proposal within so days,or notify the Architect in writing of the date on which you anticipate submitting your proposal. THIS IS NOT A CHANGE ORDER,A CONSTRUCTION CHANGE DIRECTIVE OR A DIRECTION TO PROCEED WITH THE WORK DE5CRIBED IN THE PROPOSED MODIFICATIONS. DESCRIPTION: REVISE THE FIRST CHAIR PROJECT PARKING LOT DESIGN PER THE DIRECTION OF VRDC AS FOLLOWS: LANDSCAPE: Sheet LZ.i:The landscape design associated with the revised parking lot at the First Chair project includes a strong sense of entry at the vehicular access and gate area,provided by a back drop of Spruce trees and flowering shrubs behind and adjacent to the entry sign,and accentuated by perennial flowers,groundcovers,and boulder outcroppings. The majority of the parking area is surrounded by snow storage. The snow storage areas have predominately been designed to consist of large boulder outcroppings surrounded by a variety of ornamental grasses throughout the snow storage areas, with random groupings of shrubs. The shrubs specified for snow storage areas are varieties that can either withstand the weight and abuse of compacted snow, or can be cut back in the late fail or early spring, and still achieve a height of 3'-5`during the growing season. The new parking lot design also provides for two parking islands allowing for a large tree within each island to provide shade and break up parking lot. Several Spruce trees have been added on the north side of the new parking lot on Town of Vail property to provide a visual buffer from pedestrian bridge and Town of Vail path.These trees are provided as part of the First Chair project,and will be drip irrigated by the First Chair irrigation system. In addition to revisions related to the parking lot redesign,the revised landscape plan also includes minor modifications to the original plan along the east-west path on the north side of the project where the Town of Vail is rebuilding the path and installing a fence and wall. Sheet L�.a: Revised master plant legend showing new plant species and quantities to reflect landscape design changes. Removed bench and shelter details. Sheet Lz.3: Revised detaii of perennia)areas to refiect new site pan and associated landscape design changes. Tewn �f Vall � ;, �� :.�:.._. � ,,,,,. � ..,r1a7. _ , ...il�. :a.Er,Pr:<,- .� ...,.1,:1i a ed.,.�i4,P J E'.rC.S�.-�1r:.��ni�Ir>v f-��.:u i�:��Ld .�,.�,Vr.;c .sc!_rnn�... nl,tJc:�: n ,:n.�;�.;.,_,,,.rc. c �.ui...r�iny�l� l,.:n..��s 1:,3irlr..do:. BOULDER PNONE:303449.8900 1805 29TH STREE7,SUITE 2054 FAX:303.449.3886 � DENVER 80ULDER COLORADOSPRINGS LASVEGAS LAKETAHOE BOULDER,COI.ORAD080301 WWW.OZARCH.COM ��^ , ARCHITECTURE P�OPOSAL REQUEST r � URBAN DESIGN ��I�o INTERIOR DESIGN CIVIL: Sheets Cs.o3 and Ci.o4:West parking lot layout revised.Revised subsequent grading and drainage to correspond with new layout.Revised storm inlet locations/elevations and piping. Retaining wall#i revised for new grading,wali#z was deleted. Sheet Ci.o7:Revised Wall #1 profile. Sheet Cs.o8:Added non-snowmelted asphalt section. Deleted"Curb and Gutter with z'Median"detail. Added isolationjoint details for curb inlets. Sheet Ci.12: Revised striping plan to correspond with new parking lot layout. Sheets RW-i, RW-3, RW-Ds: Revised Wall#1 per new grading plan and layout;added retaining wall abutment detail ARCHITECTURAL: Sheet AZ.oi: Delete reference to keynotes z6 and�7 and refer to the revised Civil and Electrical drawings for the current required parking control gate and detector loop information. MECHANICAL: Sheet Ms.oi:Remove snowmelt zones west of First Chair entry gate. Revise manifold locations. Cap snowmelt mains for future expansion. Sheet Mz.os: Add shut-off valves on snowmeit piping to future expansion locations. Sheet M6.o2:Revisions to snowmelt pumps sequence of control to address reduced pumping capacity needs. ELECTRICAL: Sheet Es.os: Move traffic gate west toward road. Provide i"conduit for future gate east of the parking day lot. Provide security camera on exterior southwest corner of building for monitoring the parking lot. Revised bollard layout on path south of parking lot. Provide 1"conduit in landscaping west of new gate location for future security camera. Revised location of pole light,Type SB. Revised locations of some receptacles. . ...,.� ;,..,;, ..�� BOUIDER PHONE:303 449.6900 7805 29TH STREET,SUITE 2054 FAX:303.449.3$$6 DENVER BOULDER COLORADO SPRINGS LAS VEGAS LAKETAHOE BOULDER,COLORADO 80301 WWW.OZARCH.COM � ARCHITECTURE P�20POSAL REQUEST URBAN DESIGN o INTERIOR DESIGN ATTACHMENTS: FULL SIZE DRAWINGS: Civil Drawings:Cs.o3,Cs.oy,Cs.o7,Ci.o8,Ci.iz,RW-z,RW-3,and RW-Di Landscape Drawings:Lz.1,Lz.z, and Lz.3 Mechanical Drawings:Ms.oi, Mz.oi,and M6.o1 Electrical Drawings:Ei.oi � REQUESTED BY: � � Jeff Mapp Architect (SIGNATURE) (PRINTED NAME AND TITLE) For review of AIA Document G7og-zooi �°� C��° � Roo�o � E�� ,�,� NDRO � L $ F-- i �` � �� c_�--�' � � {.� / � � r � ...:ti.z:yin c•;,g:;.:,oP'i BOULDER PHONE:303 449.B900 1805 29TH STREET,SUITE 2054 PAX:303.4493886 DENVER BOULDER COLORADO SPRINGS LAS VEGAS LANE TAHOE BOLILDER,COLORADO SD301 WWW.OZARCH.COM -. . - � �a l�a3Z � P � September 2, 2010 �rr�cO� �� OWPI �� /al� ' Alpine Engineering, Inc. o��'� , 34510 US HWY 6 Unit A-9 E �0� Edwards, Colorado 81632 � , _,m�. � Attn: Ms. Jennifer Babcock, P.E. � � � � v� � � i Re: MSE Retaining Wall Design ' First Chair � �� 6 �� + Vail, Colorado � �'�'�-b ��v�� `� � ; � . Terracon Project o�. 65095812 . To�� t�''��._ � _:;a„m;.�nity Q;;v�l�pm�nt _epa men y'.""�`"°°��'` "_ �:�!;�din� �af�2y�.n� i��spccticn Services ' Dear Ms. Jennifer B�bcock: r- At your request, T�rracon Consuitants, Inc. (Terracon) has complefe�d revised engineering � design of the propased Mechanically Stabilized Earth (MSE) retaining walls for the proposed First Chair to be loc�ated in Vail, Colorado. Our design services have been completed subject to the Terracon Suppl�ment to Agreement, 65095812, dated August 26, 2L�10. Engineering plans and calculations used in the design of the retaining wall are attachecf� Sheet RW-1 of the ' project plans provi�es the Technical Scope of Work, along with ma�rial requirements and k specifications for co►�struction of the retaining walL ,t t, The engineering d�s`i�ivfl��`�b�� asis::. � i provided to Terracon ' as outlined in Section 1.03 of the Technical Scope of Work as shown on Sheet RW-1 of the project plans. The engineering design has been based on the following geotechnical parameters: Wall Cohesion �nternal Unit Area c Friction Weight psf (�) �Y1 pcf Reinforced -- 32 125 � Retained -- 31 128 Foundation -- 31 128 ' With this submittal, our engineering design services for the project are complete. The Technical Scope of Work also calls for certain testing, inspection and post design engineering services. ;; Terracon is available to discuss the scope of work that you may require of us for post design services on this project. The recommended Quality Assurance plan for the project, as outlined in the Uniform Building Code, International Building Code and the Building Construction and Safety Code, NFPA 5000 is provided in Section 3.11 of the Technical Scope of Work on Sheet RW-1 of the project plans. � Terracon Consultants, Inc. 4685 S. Ash Avenue: Suite H-4 Tempe, AZ 85282 P [480] 897 8200 F [480] 897 "�'�? terracon com � � � MSE Retainin Wall Desi n g g 1��rracon First Chair■Vail, Colorado � September 2, 2010 ■Terracon Project No. 65095812 � We appreciate the opportunity to be of service to you on this project. If you have any questions concerning this report, or if we may be of further service, please contact us. " � " ��s� Sincerely, ,,� �•,, �' Terracon Consultants, Inc. '��°��' �. �,R,� �,,rJ a r � _ w�'� � Q� �� ,`� � � :,°��> � Jennifer K. Tran cott D. Neely, P.E. ' :°�� , Project Manager Principal � N:\project�2009\65095812\Submittal VI-Revised Grading Plan\Documents\65095812.rpt � Enclosures: Design Calculations (5) � Engineering Plans (5) � , ' , ' , , ' ' � � Reliable � Responsive a Convenient � Innovative 2 � �� MSEW--Mechanically Stabilized Earth Walls NORTH DAY LOT r_ Present DatelTime: Tue Aug 31 1528:12 2010 N:�Projects�2009\65095812�Subrtrittal VI-Revised Cnading PIan�A4SEW Calc\WALL 1 STA O+II.BEN r 1 6 � 1 , NCMA DESIGN METHOD , NORTH DAY LOT ,. PROJECT IDENTIFICATION � Title: NORTH DAY LOT � Project Number: 65095812 Client: ALPINE ENGINEERING,INC. , Designer: JKT Starion Number: WALL 1,STA 0+11 � Description: � Company's information: � Name: Terracon Consultants,Inc. Street: 4685 South Ash Ave,Suite H-4 � Tempe,AZ 85282 Telephone#: 480-897-8200 Falc#: 480-897-1133 E-Mail: tmkapita@terracon.com Original file path and name: N:�Projects�2009\65095812\Submittal VI-Revised Grading..... .....\WALL 1 STA 0+11.BEN Original date and time of creating this file: Tue Aug 31 11:47:49 2010 PROGRAM MODE: ANALYSIS of a SIMPLE STRUCTURE � using GEOGRID as reinforcing material. � ,, , . , �.a.,�„�.�.�,�,n.� , .�,�.��,u .,w., ,�,,,��„�a.,�,m._,�.,��,.n�. � ,.��,_�,�,.,.��.=n�..,v„��>.��,,...v_�, ` NORTH DAY LOT Page I of 11 Copyright�1998-2007 ADAMA End neering,Inc. License number MSEW-301671 � � . .,. �. ... . .... .. .. .. .. .. .. .... ... ..�„ ..�,-�... ,�.� .,. MSEW--Mechanically Stabilized Earth Walls NORTH DAY LOT � Presrnt Dame/Time: Tue Aug 31 1528:12 2010 m m N:�Projecu�2009\65095812�Submittal VI-Revised Grading PlanVvISEW Calc\WAI,L t STA 0+1I.BEN ,a.KUw�,.�,,.oa:��.��e� � � SOIL DATA � REINFORCED SOIL Unit weight, y 125.0 lb/ft 3 Design value of internal angle of friction, � 32.0° � RETAINED SOIL . Unit weight, y 128.0 lb/ft 3 Design value of internal angle of friction, � 31.0° � FOiJNDATION SOIL(Considered as an equivalent uniform soil) Equivalent unit weight, y equ��. 128.0 lb/ft' �� Equivalent internal angle of friction, ��q,,;,,. 31.0° Equivalent cohesion, c eqw�. O.O lb/ft z � Water table does not affect bearing capacity r , LATERAL EARTH PRESSURE COEFFICIENTS Ka(internal stability)=0.4268 ° Inclination of internal slip plane, y�=46.04°. � Ka(external stability)=0.4701 , BEARING CAPACITY Bearing capacity coefficients(calculated by MSEW): Nc=32.67 N r=25.99 ' SEISMICIT'Y , Not Applicable �. � �t N � �" � � a I , m i I � � ' NORTH DAY LOT Pa�e 2 of 11 Copyright�1998-2007 ADAMA Engineering,Inc. License number IvtSEW-301671 r. MSEW--Mechanically Stabilized Earth Walls NORTH DAY LOT Resent Date/T¢cw: Tue Aug 31 1528:12 2010 N:�Projects�2009\65095812\Sub�ttal VI-Revised Grad'mg Plan�IviSEW Calc\WAI,L 1 STA 0+1 I.BEN m ..�tw��.o.�w��.,�,�.��o�,�w�a�„owEw ,oM.+Ew�m��ow m INPUT DATA: Geogrids (Analysis) D A T A Geogrid Geogrid Geogrid Geogrid Geogrid tvpe#1 tvpe#2 twe#3 tvpe#4 tvpe#5 Tult �lb/ft� 3600.0 5000.0 Durability reduction factor,RFd 1.10 1.10 Installation-damage reduction factor,RFid 1.20 1.20 Creep reduction factor,RFc 1.55 1.55 N/A N/A N/A Fs-overall for strength N/A N/A Coverage ratio,Rc 1.000 1.000 Cds=tan(ro)/tan(Phi.reinforced) 0.62 0.62 � Ci 0.80 0.80 N/A N/A N/A � " Variarion of Lateral Earth Pressure Coefficient With Depth ', Z K/Ka 0.0 1.0 2.0 K/� 3.0 � 0 ft 1.00 0 � 33 ft 1.00 6.6 8 1.00 Z�ft�6.6 9.8 ft 1.00 � " 131ft 1.00 9.8 � � 16.4 ft 1.00 � 19.7 ft 1.00 16. ! 26. ' i � 32.8 ,. i, W r i � � !,� ''' NORTH DAY LOT F Page 3 of 11 � Copyright�1998-2007 ADAMA Engineering,Inc. License number MSEW-301671 �� - - MSEW--Mechanically Stabilized Earth Walls NORTH DAY LOT Present DuUTime: Tue Aug 31 1525:12 2010 N:�Projects�2009\65095812�Submittal VI-Revised Grading Plan�ivfSEW Calc\WAI,L 1 STA 0+�1.BEN � ° m m m p INPUT DATA: Facia and Connection (Analysis) JFACIA type: Facing enabling frictional connection of reinforcement(e.g.,modular concrete blocks,gabions) Depth/height of block is 1.00/0.67 f+. Horizontal distance to Center of Crravity of block is 0.49 ft. Average unit weight of block is yr= 120.00 lb/ft' Top of wall Z/Hd To-static/Tmax Z/Hd 0.00 � ; ; ; � 0.25 � ' � ' � � � f , I ' 0.00 1.00 0.50 , ; ' 025 1.00 , 0.50 1.00 0.75 ' ' ---- - �---�-- 0.75 1.00 1.00 1.00 1.00 1.00 0.90 0.80 0.70 0.60 0.50 To-static/TmaJc " Peak Strength Criterion Geogrid Type#1 Geogrid Type#2 Geogrid Type#3 Geogrid Type#4 Geogrid Type#5 Weight�'> �2> Weight Weight Weight Weight of Tultconn of Tultconn of Tultconn of Tultconn of Tultconn blocks blocks blocks blocks blocks 0.0 1467.00 0.0 877.00 406.0 1534.00 729.0 1252.00 N/A N/A N/A 798.0 1514.00 2188.0 1975.00 2016.0 2023.00 2931.0 2401.00 3357.0 2491.00 4396.0 2552.00 Service Strength Criterion @ 3/4" Geogrid Type#1 �3> Geogrid Type#2 Geogrid Type#3 Geogrid Type#4 Geogrid Type#5 Weight Tconn Weight Tconn Weight Tconn Weight Tconn Weight Tconn � of @ 3/4" of @ 3/4" of @ 3/4" of @ 3/4" of @ 3/4" blocks blocks blocks blocks blocks 0.0 967.00 0.0 877.00 406.0 987.00 729.0 1135.00 N/A N/A N/A 789.0 1136.00 2188.0 1796.00 2016.0 1420.00 2931.0 2106.00 3357.0 1795.00 4396.0 2552.00 LTltimate Strength Criterion Service Strength Criterion Weight Weight of Vu �4� of Vu' �5� blocks blocks 0.0 900.00 0.0 900.00 267.0 1055.00 267.0 1055.00 1245.0 1566.00 1245.0 1566.00 . 1662.0 1800.00 1662.0 1800.00 k �i>�z>�s>�a��s� Weight of blocks,Tultconn.,Tconn@3/4",Vu and Vu'are in[lb/ft] �„ D A T A (for connection only) Type#1 Type#2 Type#3 Type#4 Type#5 � Product Name Strata SG.. Strata SG.. N/A N/A N/A Durability reduction factor,RFd 1.00 1.00 N/A N/A N/A � Creep reduction factor,RFc 1.00 1.00 N/A N/A N/A I Overall factor of safety:connection break,Fs N/A N/A N/A N/A N/A I' Overall factor of safety:connection puliout,Fs N/A N/A N/A N/A N/A �. ,v_.,,,E n�,, ,.,. „�,,....,� , �,�.��, �,�.,�„�..,,.��,u�u,� E�,....,<„� '" NORTH DAY LOT Page 4 oY' 11 'i: Capyright 0 1998-2007 ADAMA Engineering,Inc. License number MSEW-301671 MSEW o-Mechanically Stabilized Earth Walls NORTH DAY LOT Present Daze/1'irs�: Tue Aug 31 1528:l2 2010 N:�Projecu�2009\65095812\Submittal VI-Revised Gfad'mg P1anQvtSEW Calc\WAI,L 1 STA 0+11.BEN m m m v,oa�uw�am,.owew�mn.,o>aeHV�.,o.+ue�,�..m,oM�,�m:e,o�.��o�,se.�mm�.oM��mm,.o��, m INPUT DATA: Geometry and Surcharge loads (of a SIlI�IPLE STRUCTURE) I Design height,Hd 4.33 [ft] {Embedded depth is E=0.76 ft,and height above top of finished bottom grade is H=3.57 ft} Batter, w OA �deg� Backslope, (3 26.6 �deg] IBackslope rise 4.0 [ft] Broken back equivalent angle,I=24.79° UNIFORM SURCHARGE '. � �}� Uniformly distributed dead load is 0.0[lb/ft Z],and live load is 100.0[lb/ft Z] �� ANALYZED REINFORCEMENT LAYOUT: -��.. ��, �_ _ �. � � � " � �'4 �'� � � �� a ��. s��- � � -_�:�,.� . ��` I � � � . SCALE: p 2 4 6[ft] NORTH DAY LOT r.�.�_,�, „u ,�,,..,�,..��,.�.�.�. �, �,., ,. ,�,��,..,_ . ,o��. �, Page 5 of 11 � Copyright�1998-2007 ADAMA Ent neering,Inc. License number MSEW-301671 r� � ..,,... �,.�..._..,.,.�.,_._...,�.............�.,�.,.,._.�,. . _ �. ., .,., . � �._ ,. MSEW--Mechanically Stabilized Earth Walls �p_,a�Vm�'o�Vm,o�Vmm'o NORTH DAY LOT Prosent Date/T'vne: Tue Aug 31 1528:12 2010 N:�Projects�2009\65095812\Submittal VI-Revised Grading Plan�tulSEW Calc\WAI.L 1 STA 0+11.BEN � ,.owEw�„m,uwew�„m,o�w��,o.w��„ m m,o�ew�w.�.awew�a�.,,oassew�m�,owew�„�,.a.u�,�„m�.a ANALYSIS: CALCULATED FACTORS(Static conditions) Bearing capacity,Fs= 12.45,Meyerhof stress=901 lb/ft2. � Foundation Interface:Direct sliding,Fs= 1.690,Eccentricity, e/L=0.0925,Fs-overtuming=3.89 GEOGRID CONNECTION Fs(a)3/4" Fs-peak Fs-overall Geogrid Pullout Direct Eccentricity Product �� # Elevation Length Type �service (failure (geogrid strength resistance sliding e/L name [ft] [ft] # criterion] criterion] strength] Fs Fs Fs �I �� 1 0.67 6.50 1 4.35 6.66 7.65 7.647 13.706 1.892 0.0674 Strata SG200 2 133 6.50 1 5.46 8.46 9.75 9.754 13.723 2.099 0.0423 Strata SG200 '� 3 2.67 6.50 1 4.29 6.59 7.73 7.733 5916 2.691 -0.0155 Strata SG200 " GLOBAL/COMPOUND STABILITY ANALYSIS (iTsing Bishop method and ROR=0.0) ,§ For the specified search grid,_the calculated minimum Fs is 1.626 (it corresponds to a critical circle at Xc=-435,Yc=24.61 and R=28.41 [ft]). � � � � 4 � �� ::e� NORTH DAY LOT E ,U„f,,., „�,c.�. ,,,,,u.,R ..-,L =V'Page 6 oY ol l i� Copynght 0 1998-2007 ADAMA Engineering,Inc. License number MSEW-301671 ��r.,, _ ' MSEW--Mechanically Stabilized Earth Walls �'nW��,a��Vm�>0 NORTH DAY LOT Present DatUTime: Tue Aug 31 1528:12 2010 N:�Projects�2009\65095812\Submittal VI-Revised Grad'mg PIan4�ISEW Calc\WAI,L 1 STA 0+��,gEN � BEARING CAPACTTY for GIVEN LAYOiJT STATIC SEISMIC LJNITS (Water table does not affect bearing capacity) LJltimate bearing canacity,q-ult 11224 N/A �lb/ft 2 Meyerhof stress, a'v 901.2 N/A �lb/ft 2] Eccentricity, e 0.48 N/A [ft] Eccentricity, e/L 0.074 N/A � Fs calculated 12.45 N/A Base length 6.50 N/A [ft] � � � i� I � i � ...: ° =n. ; _ � ��. t� � � �._ -� ,�- �. � �_. �� -,' 6H ��'��R f r{`i:°'��Y' ��fi�€�� : - � � � �� p i: SCALE: 0 2 4 6[ft] i, � s r , NORTH DAY LOT ��o,, ,�_�,�o..,�„ .�_��,.��».��,.,��,o..se,..�.�,,,,�, .,�,�,,.�,Page 7 oT 11 :�� Copyright�1998-2007 ADAMA Engineering,Inc. License number MSEW-301671 � �n MSEW--Mechanicall Stabilized Earth Walls� Y NORTH DAY LOT Present DatdTime: Tue Aug 31 1528:12 2010 N:�Projects�2009\65095812�Sulxnittal VI-Revised firatling PIan�MSEW Calc\WALL]STA 0+11.EEN � m � m �� m �� DIltECT SLIDING for GIVEN LAYOUT , (for GEOGRID reinforcements) P Along reinforced and foundation soils interface: Fs-static= 1.690 V # Geogrid Geogrid Fs Fs Geogrid Elevation Length Static Seismic Type # Product name ' [ftl Lftl � 1 0.67 6.50 1.892 N/A 1 Strata SG200 2 133 6.50 2.099 N/A 1 Strata SG200 " 3 2.b7 6.50 2.691 N/A 1 Strata SG200 � ECCENTRICITY for GIVEN LAYOUT r , At interface with foundation: e/L static=0.0925; Overturning:Fs-static=3.89 � # Geogrid Geogrid e/L e/L Geogrid Elevation Length Static Seismic Type # Product name [ftl L�l 1 0.67 6.50 0.0674 N/A 1 Strata SG200 2 133 6.50 0.0423 N/A 1 Strata SG200 3 2.67 6.50 -0.0155 N/A 1 Strata SG200 , � r M� � ' NORTH DAY LOT . __ .�.� ,f .�._,. .,u..�.,E ..,_.,�.,�. Page 8 of 11 Copyright�1998-2007 ADAMA Engineering,Inc. License number MSEW-301671 w.� �m��o��mW�oM,�,�.�o�a.�,��30.,,�,�ae.�o,��,�Hw�o,��,.��o��mm3o��o��.o,,�.�mm,oM,�,��.oM=��..m�o.,.��mm�o��,�Nm,o��s.,��m��o��,_»,,,��mm»�,��,��o.��,�A�.,o��,�o �' MSEW--Mechanically Stabilized Earth Walls NORTH DAY LOT Present DatdTime: Tue Aug 31 1528:12 2010 N:�Projects�2009\65095812�Submittal VI-Revised Grad'v�g PlanVviSEW Calc\WALL 1 STA 0+11.BEN � ,on��mm�ovs s m m m RESULT5 for STRENGTH # Geo�rid Tavailable Tmax Tmd Specified Actual Specified Actual Elevation [lb/ft] [lb/ft] [lb/ft] minimum calculated minimum calculated Product [ft] Fs-overall Fs-overall Fs-overall Fs-overall name � static static seismic seismic 1 0.67 1760 230.09 N/A N/A 7.647 N/A N/A Strata SG200 2 133 1760 18039 N/A N/A 9.754 N/A N/A Strata SG200 3 2.67 1760 227.53 N/A N/A 7.733 N/A N/A Strata SG200 RESULTS for PiJLLOiTT NOTE:Uniform live load is not included in calcularing the overburden pressure used to assess pullout resistance. -- # Geogrid Coverage Tma�c Tmd Le La Avail.Static Specified Actual Avail.Seism. Specified Actual Elevation Rario [lb/ft] [lb/ft] (ft� [ft] Pullout,Pr Static Static Pullout,Pr Seismic Seismic [�] (see NOTE) [lb/ft] Fs Fs [lb/ft] Fs Fs 1 0.67 1.000 230.1 N/A 4.85 0.65 3153.5 N/A 13.706 N/A N/A N/A 2 133 1.000 180.4 N/A 4.22 1.28 2475.5 N/A 13.723 N/A N/A N/A 3 2.67 1.000 227.5 N/A 2.93 2.57 1346.0 N/A 5.916 N/A N/A N/A � I l i i I I �,r_ r.: �' cNORTH DAY LOT Page 9 of 11 Copyright O� 1998-2007 ADAMA Engineering,Inc. License number MSEW-301671 i�, - MSEW--Mechanically Stabilized Earth Walls �m�'a�mm'oMNORTH DAY LOT Present Datcllime: Tue Aug 31 1528:12 2010 N:�Projceu�2009\65095812�Subrtdttal VI-Revised Grading P1an�IvISEW Calc\WAI,L I STA O+ll.BEN � m m m i� REStJLTS for CONNECTION(static conditions) I � # Geogrid Connection FS-Bulging Available Available Available Fs-overall Fs-overall Fs-overall Eleva6on force,To connection connection Geogrid connection connection Geogrid Product [ft] [Ib/ftj Peak Deformation strength, strength, strength, peak service strength name Tcl-faiture Tcs-service Tavailable criterion criterion [Iblft] Specified Actual Specified Actual Specified Actual [Iblftj [Iblft] 1 0.67 230 16.26 16.26 1532 1000 1760 N/A 6.66 N/A 435 N/A 7.65 Strata SG200 2 133 180 9.57 9.57 1526 985 1760 N/A 8.46 N/A 5.46 N/A 9.75 Strata SG200 3 2.67 228 7.55 7.55 1500 977 1760 N/A 6.59 N/A 4.29 N/A 7.73 Strata SG200 A` � � �« I Iw i� .�, . ..,,�.�c,�...,,�,�u�_ ,.,E��.,. ..,".�.,�,�. , ....,o..:� .�,�_.�,�«�..�,...,s�u�..,�„o ' NORTH DAY LOT Page 10 of 11 ' Copyright�1998-2007 ADAMA Engineering Inc. License number MSEW-301671 MSEW--Mechanically Stabilized Earth Walls �'A�Vmm'a NORTH DAY LOT r Prosent Date/Time: Tue Aug 31 1528:12 2010 N:�Projecu�2009\650958121Submi[tal VI-Revised Cmading PlanUvISEW Calc\WAI.L 1 STA 0+11.BEN GLOBAL/COMPOLTND STABILITY ANALYSIS (I7sing Bishop method and ROR=0.0) r_ For the specified search,g�id, the calculated minimum Fs is 1.626 (it corresponds to a critical circle at Xc=-4.35,Yc=24.61 and R=28.41 �ft�where(x=0,y=0)is taken at the TOE or Xc= 105.01,Yc= 1024.61 and R=28.41 [ft]when the terrain coordinate system is used as shown in the table below.) TERRAIN/WATER PROFILE ` Point #1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 Soil layer#l: y = 128.00[lb/ft'� � =31.0° c=0.00�lb/ft 2� x�ft� 0.0 101.7 103.7 107.7 109.0 275.6 282.1 288.7 295.3 311.7 328.1 y[ft] 997.8 997.8 998.8 1000.8 1000.8 1000.0 1000.0 1000.0 1000.0 1065.6 1065.6 �. � � I , � � � i �� "' NORTH DAY LOT .��.�, ..�. � > _.,_,�,. .,_,�.�„ �..,. ,_ ,.. ��,.tt.r ,..u�,�.. .., ��.,E�Page 1 I of 11 Copyright� 1998-2007 ADAMA Engineering,Inc. License number MSEW-301671 � .- .. � � MSEW'o-Mechanically Stabilized Earth Walls NORTH DAY LOT Present DatdTvne: Tue Aug 31 1522:00 2010 N:�Projects�2009\65095812�Submit[al VI-Revised Grading P1anN4SEW Calc\WALL 1 STA 0+12.BEN �o��mm,e�w�A�,o.�Ew�am,o � � � NCMA DESIGN METHOD "� NORTH DAY LOT PROJECT IDENTIFICATION � Title: NORTH DAY LOT Project Number: 65095812 � Client: ALPINE ENGINEERING,INC. Designer: JKT Starion Number: WALL 1,STA 0+12 � Description: � Company's information: � � Name: Terracon Consultants,Inc. Street: 4685 South Ash Ave,Suite H-4 Tempe,AZ 85282 Telephone#: 480-897-8200 FaJC#: 480-897-1133 E-Mail: tmkapita@terracon.com � � Original file path and name: N:�Projects�2009\65095812\Submittal VI-Revised Grading..... .....\WALL 1 STA 0+12.BEN Original date and time of creating this file: Tue Aug 31 11:47:49 2010 � �` PROGRAM MODE: ANALYSIS of a SIlVIPLE STRUCTURE �` using GEOGRID as reinforcing material. i4 F' �< � �r � �. r ia n � ,•.,v��..:,�.,.m.��o>„��.� : .,, ,��,�.u�.,�„� - o ,_ .� , .,,, ..�, v„� � . _�.,a ° NORTH DAY LOT Pa e 1 of 11 � Copynght�1998 2007 ADAMA Engmeermg,Inc. License number MSEW�01671 � � .,. ..�„ ,., . � �.� ._ �, , :.�,. , ,,.,, .._ ,,. ,..,.. .,. ,- .°, - � MSEW--Mechanicall Stabilized Earth Walls Y NORTH DAY LOT Praent DatelCime: Tue Aug 31 1522:00 2010 N:�Projecul2009�65095812�Subrtuttal VI-Revised Grading P1an�fSEW Calc\WAI,L 1 STA 0+12.BEN Iti m m m � m �� SOIL DATA REINFORCED SOIL Unit weight, y 125.0 Ib/ft 3 Design value of internal angle of friction, � 32.0° � RETAINED SOIL Unit weight, y 128.0 lb/ft' Design value of internal angle of friction, � 31.0° „ FOiJNDATTON SOII..(Considered as an equivalent uniform soil) Equivalent unit weight, y eq,,;,.. 128.0 Ib/ft 3 �' Equivalent internal angle of friction, �equ��. 31.0° Equivalent cohesion, c equ;�. O.O lb/ft z �, Water table does not affect bearing capacity LATERAL EARTH PRESSURE COEFFICIENTS �, Ka(intemal stability)=03910 Inclination of internal slip plane, yJ=46.04°. � Ka(external stability)=0.4244 BEARING CAPACITY Bearing capacity coefficients(calculated by MSEV�: Nc=32.67 N y=25.99 SEISMICITY Not Applicable � i � � i I W � �w� �� I .�,"s�, �„=E,,.,�. ,,� .", �� .._,�, u.��,,. , ,o ,e,.�.��a.,,,,p.v�,�. ..�,.�.,_ ,,,,., ,..1,� __ ,n�_�,, � .�..,_., �.v,�,,.� ,,, u._.,o �u,�., _,�..�<< >,�,,..,�„� `' NORTH DAY LOT Page 2 of 11 Copyright�1998-2007 ADAIvfA Engineering,Inc. License number MSEW-301671 i MSEW--Mechanically Stabilized Earth Walls NORTH DAY LOT Present Da[e/Time: Tue Aug 3l I522:00 2010 N:�Projects�2009\65095812\Subrrdttal VI-Revised Grading Plan�tvtSEW Calc\WAI,L 1 STA 0+12.BEN �" INPUT DATA: Geogrids � (Analysis) r� lu D A T A Geogrid Geogrid Geog�-id Geogrid Geogrid tvpe#1 tvpe#2 tvpe#3 tvpe#4 tvpe#5 Tult �lb/ft� 3600.0 5000.0 Durability reduction factor,RFd L 10 1.10 Installation-damage reduction factor,RFid 1.20 1.20 Creep reduction factor,RFc 1.55 1.55 N/A N/A N/A � Fs-overall for strength N/A N/A Coverage ratio,Rc 1.000 1.000 Cds=tan(ro)/tan(Phi.reinforced) 0.62 0.62 Ci 0.80 0.80 N/A N/A N/A � �" Variation of Lateral Earth Pressure Coefficient With Depth � Z K/Ka OA 1.0 2.0 K/� 3.0 " 0 ft 1.00 0 I � 3.3 ft 1.00 Z[ft] 6.6 ft 1.00 6.6 9.8 ft 1.00 13.1 ft 1.00 9.8 � � 16.4 ft 1.00 j 19.7 ft 1.00 16. i " 26. I � �� 32.8 �� w. m �. I � � � �; � �� la i � �" NORTH DAY LOT Page 3 of 11 Copyright�1998-2007 ADAMA Engineering,Inc. License number MSEW-301671 W� MSEW--Mechanically Stabilized Earth Walls �'a�m�,oM9�V��'° NORTH DAY LOT Presrnt DatdTime: Tue Aug 31 1522:00 2010 N:�Projects�2009\65095812�Submittal VI-Revised Grading P1an�MSEW Calc\WAI.L 1 STA 0+12.BEN INPUT DATA: Facia and Connection (Analysis) FACIA type: Facing enabling frictional connection of reinforcement(e.g.,modular concrete blocks,gabions) � Depth/height of block is 1.00/0.67 f+. Horizontal distance to Center of Gravity of block is 0.49 ft. Average unit weight of block is 'ye= 120.00 lb/ft' Top of wall Z/Hd To-static/Tmax Z/Hd 0.00 � i � � ; � ' I 0.00 1.00 0.25 � j ' ; I ; , j ! � I 0.25 t.00 o.so , � i ; 0.50 1.00 0.75 -- - --- - �--- ' 0.75 1.00 1.00 � 1.00 1.00 1.00 0.90 0.80 0.70 0.60 ' 0.50 To-static/Tmax � Peak Strength Criterion Geogrid Type#1 Geogrid Type#2 Geogrid Type#3 Geogrid Type#4 Geogrid Type#5 �• Weight�'� �2> Weight Weight Weight Weight of Tultconn of Tultconn of Tultconn of Tultconn of Tultconn � blocks blocks blocks blocks blocks 0.0 1467.00 0.0 877.00 '� 406.0 1534.00 729.0 1252.00 N/A N/A N/A 798.0 1514.00 2188.0 1975.00 2016.0 2023.00 2931.0 2401.00 3357.0 2491.00 4396.0 2552.00 Service Strength Criterion @ 3/4" � Geogrid Type#1 �3> Geogrid Type#2 Geogrid Type#3 Geogrid Type#4 Geogrid Type#5 Weight Tconn Weight Tconn Weight Tconn Weight Tconn Weight Tconn r of @ 3/4" of @ 3/4" of @ 3/4" of @ 3/4" of @ 3/4" blocks blocks blocks blocks blocks � 0.0 967.00 0.0 877.00 406.0 987.00 729.0 1135.00 N/A N/A N/A " '789.0 1136.00 2188.0 1796.00 2016.0 1420.00 2931.0 2106.00 � 3357.0 1795.00 4396.0 2552.00 iTltimate Strength Criterion Service Strength Criterion Weight Weight � of Vu �4> of Vu' �5� blocks blocks 0.0 900.00 0.0 900.00 267.0 1055.00 267.0 1055.00 �' 1245.0 1566.00 1245.0 1566.00 1662.0 1800.00 1662.0 1800.00 r � �i��z��3��a��s� Weight of blocks,Tultconn.,Tconn@3/4",Vu and Vu'are in[lb/ft] �, D A T A (for connection only) Type#1 Type#2 Type#3 Type#4 Type#5 � p�� Product Name Strata SG.. Strata SG.. N/A N/A N/A Durability reduction factor,RFd 1.00 1.00 N/A N/A N/A Creep reduction factor,RFc 1.00 1.00 N/A N/A N/A Overall factor of safety:connection break,Fs N/A N/A N/A N/A N/A Overall factor of safety:connection pullout,Fs N/A N/A N/A N/A N/A ir.., � b � NORTH DAY LOT � __o..,_ �,�.��, .,�,. ,..._.,�..� ,,,�.,_ �'�,"E,,,,Page 4 of 11 ' Copyright G�'1998-2007 ADAMA Engineering,Inc. License number MSEW-301671 'Y> MSEW--Mechanically Stabilized Earth Walls NORTH DAY LOT Praent Datt/Time: Tue Aug 31 1522:00 2010 N:�Projects�2009\65095812\Subadttal VI-Rovised Grad'vig PlanVvfSEW Calc\WALL I STA 0+12.gEN m m � m oanw�m.,,owew�m '� INPUT DATA: Geometry and Surcharge loads (of a SIMPLE STRUCTURE) Design height,Hd 5.00 [ft] {Embedded depth is E= 1.00 ft,and height above top of finished bottom grade is H=4.00 ft} Batter, w OA �deg� '� Backslope, (3 26.6 �deg] Backsiope rise 4.0 [ft] Broken back equivalent angle,I=21.80° � UNIFORM SURCHARGE _��-_ _r __ Uniformly distributed dead load is 0.0[lb/ft 2],and live load is 100.0[lb/ft z] LL �:;�::�� P P � � ANALYZED REINFORCEMENT LAYOUT: � � � s _ - � C `� „ ;,- ,.a . �_�. � � € v__ ; , .�.�-.,. � �W:. � � _ = ------------ � _ ________--- ._.� _ -..=,_..._----------r- � � � [ �- . �-:- ._ ' . � £� � . � . , _ ' . ' .^_ _ � � :: . ', � �. � �.._�._=_$__�::__.. . . '. .. . .. . _ w�..= ._ �__�..�_ �. .. . . -� ..� . �. �. _..._..___�.�� y_ �:._.�� -s. '_''...�"_=..M_�.:.._�_._ir��.a..;s=c-_c��.-'` _ �------ '�^-_ _ � T =.�'�-w�=:�T�-�� - � I f � SCALE: I 0 2 4 6[ft] �� `"" NORTH DAY LOT Q - i� Copyright O' 1998-2007 ADAMA Engineering,Inc. License number MSEW 301671 � MSEW--Mechanically Stabilized Earth Walls NORTH DAY LOT Present Date/Time: Tue Aug 31 1522:00 2010 N:Vkojuu�2009\65095812�Subirtittal VI-Revised Grading PIan�MSEW Caic\WAI.L 1 STA O+I2.BEN P"' ANALYSIS: CALCLTLATED FACTORS(Static conditions) � Bearing capacity,Fs= 11.36,Meyerhof stress= 10241b/ftz. Foundation Interface:Direct sliding,Fs= 1.780,Eccentricity, e2=0.1021,Fs-overturning=3.74 GEOGRID CONNECTION Fs(a�3/4" Fs-peak Fs-overall Geogrid Pullout Direct Eccentricity Product # Elevation Length Type �service �failure �geogrid strength resistance sliding e/L name [ft] [ft] # criterion] criterion] strength] Fs Fs Fs 1 0.67 6.50 1 331 4.90 5.64 5.641 11.411 1.907 0.0788 Strata SG200 2 2.00 6.50 1 4.28 6.63 7.65 7.647 9.424 2.325 0.0320 Strata SG200 3 3.33 6.50 1 4.67 7.17 8.41 8.413 5.267 2.975 -0.0224 Strata SG200 GLOBAL/COMPOUND STABILITY ANALYSIS (Using Bishop method and ROR=0.0) For the svecified search grid, the calculated minimum Fs is 1.560 (it conesponds to a critical circle at Xc=-7.70,Yc=24.61 and R=26.94[ft]). � � � y � � � � a i '�+ 'I NORTH DAY LOT Page 6 oY I 1 I� Cop}night�1998-2007 ADAMA Engineermg Inc. Ltcense number MSEW 301671 � �" MSEW--Mechanically Stabilized Earth Walls��mm'p�V�,o��V�'oW�V�,oNS�V�'O��V�'o�V�m,o��V��e�VN�3o��Vmm�o��VA��° NORTH DAY LOT Present DatelTime: Tue Aug 31 1522:00 2010 N:�Projecis�2009\65095812�Suban[tal VI-Revised Grading P1anU�iSEW Calc\WALL 1 STA 0+12.BEN � m .,se+vvo.m�o�v,vm��o>aewvmm�n.�vv.�,naav�va,m�ousew�v.,,,, m "� BEARING CAPACITY for GIVEN LAYOiTT V r STATTC SEISMIC LTr1ITS � (Water table does not affect bearing capacity) � Ultimate bearing canacity,q-ult 11631 N/A (lb/ft 2� Meyerhof stress, 6v 1024.1 N/A (lb/ft 2] Eccentricity, e 0.55 N/A [ft] �, Eccentricity, e/L 0.084 N/A Fs calculated 1136 N/A Base length 6.50 N/A [ft] � M r M � R" M � � �� '_ -- �=- !* � — �'}'� - .x 7._.fi 'b"- .:`� . �: ,� .�� ._ �r=� � � 1' I � � I I � f � __ ..:i4� _ � � � 1' �,,:'��,.. _ _ `T �k . . . . . .. . - �' !�' {�t �Jt{� ( . V � 4-�, � �S E iti�}��'�E'S_��zkt� � . . . : i EZ � �. ��u�� M �� = �i _�� a��t��.aT �T�„��r�,a..� ' -:�:�'�` �s��. �:: �3�� M� ��'�,"+,li.�x'�-�.rfil�.'.��T'-'.�'i��:. i- SCALE: � 0 2 4 6[ft] � - Wt � NORTH DAY LOT - -'A,` s , ,['4' "il'"" '-'V"' Page 7 oY 11 Copynght�1998-2007 ADAMA Ena neermg,Inc. License number MSEW 301671 � MSEW--Mechanically Stabilized Earth Walls NORTH DAY LOT Present Date/T'vne: Tue Aug 31 1522:00 2010 N:�Projects�2009\65095812\Submittzl VI-Revised Grad'mg PlanQvISEW Calc\WAI,L 1 STA O+�ZBEN DIRECT SLIDING for GIVEN LAYOUT (for GEOGRID reinforcements) Along reinforced and foundation soils interface: Fs-static= 1.780 # Geogrid Geogrid Fs Fs Geogrid Elevation Length Static Seismic Type # Product name [ft] [ft] 1 0.67 6.50 1.907 N/A 1 Strata SG200 2 2.00 6.50 2325 N/A i Strata SG200 3 3.33 6.50 2.975 N/A 1 Strata SG200 ECCENTRICITY for GIVEN LAYOUT At interface with foundation: e/L static=0.1021;Overturning:Fs-static=3.74 # Geogrid Geogrid e/L e/L Geogrid Elevation Length Static Seismic Type # Product name � [ft] [ft] � 1 0.67 6.50 0.0788 N/A 1 Strata SG200 2 2.00 6.50 0.0320 N/A 1 Strata SG200 � 3 3.33 6.50 -0.0224 N/A 1 Strata SG200 � � w � � I i., �. I f� � NORTH DAY LOT Pa�e 8 oY' 11 � Copyright�1998-2007 ADAMA Engineering Inc. License number MSEW 301671 f MSEW--Mechanically Stabilized Earth Walls NORTH DAY LOT Pasent Date/Time: Tue Aug 31 1522:00 2010 N:�Projects�2009\65095812�Submittal VI-Revised Grad'mg PlanVviSEW Calc\WAI.L I STA 0+12.BEN RESULTS for STRENGTH # Geogrid Tavailable Tmax Tmd Specified Actual Specified Actual Elevation [lb/ft] [lb/ft] [lb/ft] minimum calculated minimum calculated Product [ft] Fs-overall Fs-overall Fs-overall Fs-overall name static static seismic seismic 1 0.67 1760 311.93 N/A N/A 5.641 N/A N/A Strata SG200 2 2.00 1760 230.08 N/A N/A 7.647 N/A N/A Strata SG200 3 3.33 1760 209.15 N/A N/A 8.413 N/A N/A Strata SG200 RESULTS for PULLOiTT NOTE:Uniform live load is not included in calculating the overburden pressure used to assess pullout resistance. # Geogrid Coverage Tmax Tmd Le La Avail.Static Specified Actual Avail.Seism. Specified Actual Elevation Ratio [lb/ft] [lb/ft] (ft� [ft] Pullout,Pr Static Static Pullout,Pr Seismic Seismic [ft] (see NOTE) [lb/ft] Fs Fs [lb/ft] Fs Fs 1 0.67 1.000 311.9 N/A 4.85 0.65 3559.4 N/A 11.411 N/A N/A N/A 2 2.00 1.000 230.1 N/A 3.57 1.93 2168.3 N/A 9.424 N/A N/A N/A 3 333 1.000 209.1 N/A 2.29 3.21 1101.7 N/A 5.267 N/A N/A N/A � � � NORTH DAY LOT Page 9 of 11 Copyright O 1998-2007 ADAMA Eneineering,Inc. License number MSEW-301671 ,�" MSEW--Mechanically Stabilized Earth Walls � ��pmlo�,m�'o�V�,o��V�'o��pm'o��Vmm'oMS �m,O�V�'A�Vme'° NORTH DAY LOT � Presrnt Date/Time. Tue Aug 31 l5 22.00 2010 N:�Projecu�2009�65095812\Sulmuttal VI Revised Cttading Ptan�ivtSEW CaIc1WAI.L 1 STA 0+12.BEN I o "� RESULTS for CONNECTION(static condirions) r � # Geogrid Connection FS-Bulging Available Availabie Available Fs-overall Fs-overall Fs-overall Elevation foroe,To connection connection Geogrid connection connection Geogrid Product � [ft] (Iblft] Peak Deformation strength, strength, strength, peak service strength name Tcl-failure Tcs-service Tavailable �r criterion criterion [Ib/ft] Specified Actual Specified Actual Specified Actual [Ib/ft] [Ib/ft] � *„ 1 0.67 312 8.17 8.17 1528 1031 1760 N/A 4.90 N/A 3.31 N/A 5.64 Strata SG200 2 2.00 230 10.51 10.51 1526 985 1760 N/A 6.63 N/A 4.28 N/A 7.65 Strata SG200 3 3.33 209 8.18 8.18 1500 977 1760 N/A 7.17 N/A 4.67 N/A 8.41 Strata SG200 � � 4. r � � � r � � � � �_,� , ..,,,� x. ,� ,�„r. �,,.__., ,_ ,.,,� , �,,,, , � ,�,,,�....,. �" NORTH DAY LOT Page 10 of 11 � Copynght OO 1998-2007 ADAMA Engineenng Inc. License number MSEW 301671 MSEW--Mechanically Stabilized Earth Walls NORTH DAY LOT Present Daze/Time: Tue Aug 31 1522:00 2010 N:�Projects�2009\65095812�SuMmttal VI-Revised Grading Plan�tSEW Calc\WAI,L 1 STA 0+12.BEN GLOBAL/COMPOUND STABILITY ANALYSIS (Using Bishop method and ROR=0.0) For the snecified search rg_id, the calculated minimum Fs is 1.560 (it corresponds to a critical circle at Xc=-7.70,Yc=24.61 and R=26.94(ft�where(x=0,y=0)is taken at the TOE or Xc= 101.66,Yc=1024.61 and R=26.94[ft]when the terrain coordinate system is used as shown in the table below.) TERRAIN/WATER PROFILE Point #1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 Soil layer#l: y = 128.00[lb/ft'� � =31.0° c=0.00(lb/ft z� x(ft� 0.0 101.7 103.7 107.7 109.0 275.6 282.1 288.7 295.3 311.7 328.1 y[ft] 998.0 998.0 999.0 1001.0 1001.0 1000.0 1000.0 1000.0 1000.0 1065.6 1065.6 I �r I,� � Ilr+ I .. � 4 r_,�..�_„�.��.o„�, .o„.L .,_., �� ,�.,,�,...�,�,,_ .�.�..,e .,w, _ ,.�.,�>. .._,�,sfl, ..�� c,v ,��,._.,,� �. n,�,�>., �,v,� .�„ _ „�,�..,��, �.,�,.,s_.,,n_„�,.,E�,r��,�.,�,,.,�� ., „�..,� " NORTH DAY LOT Page 11 of 11 � Copyright�1995-2007 ADAMA En�ineenng,Inc. License number MSEW-301671 � MSEW--Mechanically Stabilized Earth Walls��'o��V�'oNg�V^m,o��VPm'O��Vmp ��'o�Vm�'a�V�,a��Vm�,a��VmW'n NORTH DAY LOT Present DateJTime: Tue Aug 31 15 35.10 2010 N�Pmjccts�2009\65095812�Sulmdttal VI Revised Grading P1anVvfSEW Calc\WAL.L 1 STA 0+34.BEN � �. � NCMA DESIGN METHOD � NORTH DAY LOT � � PRO7ECT IDENTIFICATION r Title: NORTH DAY LOT Proiect Number: 65095812 � Client: ALPINE ENGINEERING,INC. � Designer: JKT Station Number: WALL 1,STA 0+34 � Description: Company's information: � Name: Terracon Consultants,Inc. Street: 4685 South Ash Ave,Suite H-4 �' Tempe,AZ 85282 � Telephone#: 480-897-8200 Fa�c#: 480-897-1133 E-Mail: tmkapita@terracon.com �° � Original file path and name: N:�Projects�2009\65095812\Submittal VI-Revised Grading..... .....\WALL 1 STA 0+34.BEN Original date and time of creating this file: Tue Aug 31 11:47:49 2010 w � PROGR.AM MODE: ANALYSIS of a SIMPLE STRUCTURE "" using GEOGRID as reinforcing material. W � i, e �. �. � , i, ,« w '`' tl NORTH DAY LOT .7��,�.,,_..,.��„o., ,o.,E.,�.v�,�..�_w,��,�..E�,.,�„�, „.�.�,�,,.w».�,�,,,.,,,�.,fl ..�.,�,�n�,.,�,�>,� �...�.,�,.� ,. ,_ ,..� . ,,.,��.o�� .,v,��, .,,.�,.o� °.Pageel of Jl l � Cop}night 0 1998-2007 ADAMA Engineering,Inc License number MSEW 301671 � ,. �,«.., . �,._. �..�.. .,,. .. . ., :.,�, „_ .. .. ., ,,,. - vmbo3.OMiEw vmml aN5lw vmm)oMSEW vmm)o4fEw v�)owhw Vmm1 oMtEV/vmm).oMSEV/vmmJ oMSEW vmm)➢YiEw vvmiofASEW vmm)o]LVEU�vmm)omstW VmYV I oM9EW vmm).oMSlw vmm�oMSEw vmw).oll9hv vmm�o WEV vmiv�OM9Ewvmbu3.oM9flV vmbn)AMSEw vmml.oMSEW vmm]A MSEW--Mechanically Stabilized Earth Walls NORTH DAY LOT Present DazeJTime: Tue Aug 31 1535:10 2010 N:�Projects�2009\65095812\Submittal VI-Revised Grading PlanVbISEW Calc\WAI.L 1 STA 0+34BEN � 50IL DATA � I REINFORCED SOIL �r� Unit weight, r 125.0 lb/ft' Design value of internal angle of friction, � 32.0° � RETAINED SOIL Unit weight, y 128.0 lb/ft' � Design value of internal angle of friction, � 31.0° �a FOUNDATION SOIL(Considered as an equivalent uniform soil) �, Equivalent unit weight, y eQU��. 128.0 lb/ft' Equivalent internal angle of friction, �eq,,;�. 31.0° Equivalent cohesion, c �q,��. O.O lb/ft z Water table does not affect bearing capacity LATERAL EARTH PRESSURE COEFFICIENTS Ka(internal stability)=0.4561 Inclination of internal slip plane, yr=46.04°. Ka(external stability)=0.5093 BEARING CAPACITY � Bearing capacity coefficients(calculated by MSEW): Nc=32.67 N y=25.99 SEISMICITY Not Applicable � � �. � � w � � r � I � (" NORTH DAY LOT =n�, ,_ n.� ,_� •^�",,�"`""'"�_ PageE2 of ol l '� Copynght�1998-2007 ADAMA Engineering,Inc Ltcense numUer MSEW_301671 MSEW--Mechanically Stabilized Earth Walls NORTH DAY LOT Presrnt DatdTime: Tue Aug 31 15:35:10 2010 N:�Projects�2009\65095812�Subttv[tal VI-Revised Grad'mg plan�MSEW Calc\WALL I STA 0+34.BEN m ,�,Ew�mo„nMS��.�a.��ws�a��mm,�.�w��,.or,�w�„��ouse�,vm INPUT DATA: Geogrids ,� (Analysis) � D A T A Geogrid Geogrid Geo�rid Geogrid Geogrid � twe#1 twe#2 twe#3 tvpe#4 tvpe#5 Tult �lb/ft� 3600.0 5000.0 Durability reduction factor,RFd 1.10 1.10� Installation-damage reduction factor,RFid 1.20 1.20 Creep reduction factor,RFc 1.55 1.55 N/A N/A N/A Fs-overall for strength N/A N/A Coverage ratio,Rc 1.000 1.000 Cds=tan(ro)/tan(Phi.reinforced) 0.62 0.62 Ci 0.80 0.80 N/A N/A N/A � Variation of Lateral Earth Pressure Coefficient Wi D th epth � Z K/Ka K/Ka 0.0 1.0 2.0 3.0 '' 0 ft 1.00 p 33 ft 1.00 ' 6.6 ft 1.00 Z[ft�6.6 � � 9.8 ft 1.00 13.1 ft 1.00 9.8 I 16.4 ft 1.00 j 19.7 ft 1.00 1(, i � j 26. ; � 32.8 � � � �,° �' NORTH DAY LOT ,_ ,,.�,�„„�»,�,sE,,,...,.,�„�,,,«�..�>,�,,.Page 3 of ol l ' Copyright�1998-2007 ADAMA Ena neering,Inc. License numbet MSEW-301671 Ijy� ,. � . ,. ,, �.. .. I MSEW--Mechanically Stabilized Earth Walls NORTH DAY LOT Present Date/Tune: Tue Aug 31 15:35:10 2010 N:�Projects�2009\65095812�Submittal VI-Revised Grading PIan�MSEW Calc\WAI,L 1 STA 0+34.BEN INPUT DATA: Facia and Connection � (Analysis) � FACIA type: Facing enablin�frictional connection of reinforcement(e.g.,modular concrete blocks,gabions) Depth/height of block is 1.00/0.67 f+. Horizontal distance to Center of Crravity of block is 0.49 ft. Average unit weight of block is ye= 120.00 lb/ft' Top of wall Z/Hd To-static/Tmaac Z/Hd 0.00 � � � � i I � I ' j 0.25 ' i 0.00 1.00 I I ! � ! i 0.25 1.00 0.50 ; ; 0.50 1.00 0.75 ' - - - ------ � 0.75 1.00 1.00 1.00 1.00 1.00 0.90 0.80 0.70 0.60 0.50 To-static/Tmax Peak Strength Criterion Geogrid Type#1 Geogrid Type#2 Geogrid Type#3 Geogrid Type#4 Geogrid Type#5 Weight�'� �Z� Weight Weight Weight Weight of Tultconn of Tultconn of Tultconn of Tultconn of Tultconn blocks blocks blocks blocks blocks � 0.0 1467.00 0.0 877.00 406.0 1534.00 729.0 1252.00 N/A N/A N/A 798.0 1514.00 2188.0 1975.00 2016.0 2023.00 2931.0 2401.00 3357.0 2491.00 4396.0 2552.00 Service Strength Criterion @ 3/4" Geogrid Type#1 �'� Geogrid Type#2 Geogrid Type#3 Geogrid Type#4 Geogrid Type#5 � Weight Tconn Weight Tconn Weight Tconn Weight Tconn Weight Tconn of @ 3/4" of @ 3/4" of @ 3/4" of @ 3/4" of @ 3/4" blocks blocks blocks blocks blocks � 0.0 967.00 0.0 877.00 406.0 987.00 729.0 1135.00 N/A N/A N/A 789.0 1136.00 2188.0 1796.00 2016.0 1420.00 2931.0 2106.00 � 3357.0 1795.00 4396.0 2552.00 Ultimate Strength Criterion Service Strength Criterion Weight Weight of Vu �4� of Vu' �� blocks blocks � 0.0 900.00 0.0 900.00 267.0 1055.00 267.0 1055.00 � 1245.0 1566.00 1245.0 1566.00 1662.0 1800.00 1662.0 1800.00 p>�z��3��a>�s� Weight of blocks,Tultconn.,Tconn@3/4",Vu and Vu'are in[lb/ft] D A T A (for connection only) Type#1 Type#2 Type#3 Type#4 Type#5 Product Name Strata SG.. Strata SG.. N/A N/A N/A Durability reduction factor,RFd 1.00 1.00 N/A N/A N/A Creep reduction factor,RFc 1.00 1.00 N/A N/A N/A Overall factor of safety: connection break,Fs N/A N/A N/A N/A N/A Overall factor of safety:connection pullout,Fs N/A N/A N/A N/A N/A �" I � �' NORTH DAY LOT P 4 f ll Cop}night�1998-2007 ADAMA Engineenng,Inc. Ltcense number MSEW-301671 I �" MSEW--Mechanically Stabilized Earth Wa11sN��'o�V�,o�V�,o�Vmm'o��Vmtl�o�Vmm�a�V��e�VmO�o��a�Vmm�o�Vm�=� NORTH DAY LOT Present Date/Time: Tue Aug 31 15:35:10 2010 N:�Projects�2009\65095812\Submittal VI-Revised Crrading PlanUviSEW Calc\WAI.L l STA 0+34.BEN INPUT DATA: Geometry and Surcharge loads (of a SIlVIPLE STRUCTURE) � Design height,Hd 3.00 [ft] {Embedded depth is E=0.90 ft,and height above top of finished bottom grade is H=2.10 ft} �' Batter, c� 0.0 �deg� y, Backslope, (3 26.6 (deg] Backslope rise 4.0 [ft] Broken back equivalent angle,I=26.60° �" UNIFORM SURCHARGE ° �` i i ': � Uniformly distributed dead load is OA[Ib/ft 2],and live load is 100.0[Ib/ft 2] � � � ANALYZED REINFORCEMENT LAYOUT: M: �: � � W ��_ �� .„:�:-- �. . �I , � m` Y r ' . .. _� ^ .._..... . . . __s. -=f n: u.� �(� �ti�� - �iF_- �.ws�N��,i F �3��£�' t.i��-��_. � � �� 1 � V�.� . n � '-_ - - �. .�'�� _k.�T�'� ._�x'`�� " _ '�3 q!{: ' ' �y...: _ __ `__ � �ze�i��£?ia'._-4�i:�•; . a ; _ � � . F�� ' ��' '�''>5� 't - _ �� , ...m_.s S _:v.v ....:.,.t.� .^--�.a+•_ � __ _ � SCALE: �� 0 2 4 6[ft] �, n PNORTH DAY LOT ,L,L, ,u„ F ,`�" �_ `,LL,L,s L'4,,"`•Page 5 of 11 Copyright�1998-2007 ADAMA Engineermg Inc. License number MSEW-301671 � - - - MSEW--Mechanically Stabilized Earth Walls NORTH DAY LOT Present Date/fime: Tue Aug 31 1535:10 2010 N:�Projects�2009\65095812\Sulmtittal VI-Revised Grading P]an1MSEW Ca1dWAI.L 1 STA 0+34.BEN � ANALYSIS:CALCLTLATED FACTORS(Static conditions) � Bearing capacity,Fs= 19.32,Meyerhof stress=6461b/ft2. Foundation Interface:Direct sliding,Fs= 1.721,Eccentricity, e/L=0.0510,Fs-overturning=4.94 r GEOGRID CONNECTION Fs na,3/4" Fs-peak Fs-overall Geogrid Pullout Direct Eccentricity Product # Elevation Length Type (service �failure (geogrid strength resistance sliding e/L name [ft] [ft] # criterion] criterion] strength] Fs Fs Fs �" 1 0.67 6.50 1 5.60 8.63 10.04 10.040 13.389 2.178 0.0227 Strata SG200 ' 2 133 6.50 1 5.11 7.85 9.20 9.203 9.284 2.479 -0.0086 Strata SG200 GLOBAL/COMPOLTND STABILITY ANALYSIS (Using Bishop method and ROR=0.0) i For the specified search -�id,_the calculated minimum Fs is 1.689 � (it corresponds to a critical circle at Xc=-5.69,Yc=24.61 and R=29.10[ft]). �a � � � �". M- r � �n � « i. � � � �: � � � � �` NORTH DAY LOT E �._,... ,.�,<>„�„�,_,o.,�,�..�,o.�.�,.,.�� _ �,�.,� .,,,,,� , , Pa�e 6 of 11 w Copyright�1998-2007 ADAIvfA Engineering,Inc. License number MSEW-301671 MSEW--Mechanically Stabilized Earth Walls NORTH DAY LOT Present Date/T'vne: Tue Aug 31 1535:10 2010 N:�Projects�2009\65095812\Sublmttal VI-Revised Grad'mg P1an�INSEW Calc\WAI.L 1 STA 0+34.BEN m we.vv„�„owE..ve,�,�nrn.cE.iv.,m�nvsEwve,W�.o.usEwv.�a.,uwtw�mm BEARING CAPACITY for GIVEN LAYOUT STATIC SEISMIC LJNITS (Water table does not affect bearing capacity) Ultimate bearing canacity,q-ult 12475 N/A �lb/ft 2� Meyerhof stress, 6v 645.7 N/A (lb/ft 2] Eccentricity, e 0.21 N/A [ft] Eccentricity, e/L 0.033 N/A Fs calculated 19.32 N/A Base length 6.50 N/A [ft] � �, �I .� � ;:� I , i , � � ==� � _:� - x �.�_ _ �--�.-� _ - ` 1 � i � � `l ,I I � ,_i E � t� � . ..$y �-'i� . '—'�� g . P � � E4!Y h k � t�i�h�,�� '` - � . � �. u @�°�z,.'� � _ ..Y- .._ :... ._._ . iT'�•� N��:r�-:e _ ^°�k I 1 SCALE: ; 0 2 4 6[ft] v- .. _ .._� ._ � _ ., _. . � NORTH DAY LOT � � Pa�e 7 of 11 � Copyright�1998-2007 ADAMA End neering,Inc. License number MSEW-301671 ,k. �.��o,�,.��.�oM�,�Am,a�� m��oM��.,m,a��N_,o.��o,,,�„��o.�.f�mw�.a..,e.,�mm.o,��,o�,��mo�o.��mm,od,fl.�_.�q,��,�N��o��,�mo,oM��m��o��.m.o.,�,b,m�n,�,��>o,,,��am>o MSEW--Mechanically Stabilized Earth Walls NORTH DAY LOT Present Date/Time: Tue Aug 31 1535:10 2010 N:�Projects�2009K5095812�Submittal VI-Revised Grading P1anUviSEW CalcIWAI,L I STA 0+34.BEN DIltECT SLIDING for GIVEN LAYOLTT (for GEOGRID reinforcements) � Along reinforced and foundation soils interface: Fs-static= 1.721 � # Geogrid Geogrid Fs Fs Geogrid Elevation Length Static Seismic Type # Product name " L�l [ft] ; � 1 0.67 6.50 2.178 N/A 1 Strata SG200 � 2 133 6.50 2.479 N/A 1 Strata SG200 ECCENTRICITY for GIVEN LAYOUT � � At interface with foundation: e/L static=0.0510;Overturning:Fs-static=4.94 � # Geogrid Geogrid e/L e/L Geogrid � Elevation Length Static Seismic Type # Product name [ftJ [ft] � 1 0.67 6.50 0.0227 N/A 1 Strata SG200 �" 2 133 6.50 -0.0086 N/A 1 Strata SG200 � r �• �. � � � � � I I M= Y �' NORTH DAY LOT Page 8 of 11 � Cop}n�ight�1998-2007 ADAMA Engineering,Inc. License number MSEW-301671 � MSEW--Mechanically Stabilized Earth Walls m ��Vmm'o�V�yo�VmW'a�Vm�'° NORTH DAY LOT Present DatdT"vne: Tue Aug 31 15:35:10 2010 N:�Projxu�2009\65095812�Submittal VI-Revised Grading PIan4�iSEW Calc\WAI.G I STA 0+34.BEN �oo-�wv�,ow��mw�.onsse,�v�,oa�w�mme.omscw�.�m�.o��mm�o�Ew�,.„,�nrnse.��.�ae�wvAm.ox�w�e,,,, m � m m RESLTLTS for STRENGTH M � # Geogrid Tavailable Tmax Tmd Specified Actual Specified Actual Elevation [ib/ft] [lb/ft] [lb/ft] minimum calculated minimum calculated Product I [ft] Fs-overall Fs-overall Fs-overall Fs-overall name static static seismic seismic � 1 0.67 1760 175.26 N/A N/A 10.040 N/A N/A Strata SG200 �2 1.33 1760 191.19 N/A N/A 9.203 N/A N/A Strata SG200 �� RESULTS for PULLOUT �° NOTE:Uniform live load is not included in calculating the overburden pressure used to assess ullout resistance. P �, � # Geogrid Coverage Tmaac Tmd Le La Avail.Static Specified Actual Avail.Seism. Specified Actual Elevation Ratio [lb/ft] [lb/ft] �ft� [ft] Pullout,Pr Static Static Pullout,Pr Seismic Seismic [�] (see NOTE) [lb/8] Fs Fs [Ib/ft] Fs Fs � I 1 0.67 1.000 175.3 N/A 4.85 0.65 2346.6 N/A 13389 N/A N/A N/A � 2 133 1.000 191.2 N/A 4.22 1.28 1774.9 N/A 9.284 N/A N/A N/A � � � � � - � � > '� <= NORTH DAY LOT �_ �_.�.,„ �.,s�,.,� ,...,_,�„e.,....,�,��.�.v,� ,,�Paae 9 of,�ll � Copyright�1998-2007 ADAMA Engineering,Inc. License number MSEW-301671 i � MSEW--Mechanically Stabilized Earth Walls�Vpm'o�V�,D�Vmm'o�V�.,D�Vmm'A��VPO,o��,o�V��o�Vmm10�V�,o�Vm��°`NORTH DAY LOT Present Date/Time: Tue Aug 31 I5:35:10 2010 N:�Projcets�2009\65095812�Subrmttal VI-Revised Grading PIan�MSEW Calc\WAI.L 1 STA 0+34.BEN RESULTS for CONNECTION(static condirions) r � # Geogrid Connection FS-Bulging Available Available Available Fs-overall Fs-overall Fs-overall ! Elevation force,To connection connection Geogrid connection connedion Geogrid Product k [ft] [Iblft) Peak Deformation strength, strength, strength, peak service strength name � Tcl-failure Tcs-service Tavailable criterion criterion [Iblft) Specified Actual Spedfied Actual Specified Actual � [Iblft] [iblft] �, 1 0.67 175 20.43 20.43 1513 981 1760 N/A 8.63 N/A 5.60 N/A 10.04 Strata SG200 2 1.33 191 7.01 7.01 1500 977 1760 N/A 7.85 N/A 5.11 N/A 9.20 Strata SG200 k r w l� r. �. � � � � � � � , � � ti � � � � " ° NORTH DAY LOT ,•� `�-,u,'_ v'V`S�Page 10 of I 1 ' Copyright�1998-2007 ADAMA Engineering,Inc. License number MSEW-301671 �'I� _ MSEW--Mechanically Stabilized Earth Walls NORTH DAY LOT Present DateJTime: Tue Aug 31 1535:10 2010 N:�Projecu�2009\65095812\Subrsu[tal VI-Revised Grading PlanUvfSEW Calc\WAI.L 1 STA 0+34.BEN GLOBAL,/COMPOLTND STABILITY ANALYSIS (Using Bishop method and ROR=0.0) For the specified search grid�he calculated minimum Fs is 1.689 (it corresponds to a critical circle at Xc=-5.69,Yc=24.61 and R=29.10�ft�where(x=0,}r0)is taken at the TOE or Xc= 103.67,Yc= 1024.61 and R=29.10[ft]when the terrain coordinate system is used as shown in the table below.) TERRAIN/WATER PROFILE Point #1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 Soil layer#1: y = 128.00[lb/ft'� � =31.0° c=0.00�lb/ft 2� 'I x�ft� 0.0 97.8 100.7 104.0 109.0 275.6 282.1 288.7 295.3 311J 328.1 i y[ft] 996.9 996.9 997.9 998.9 1000.9 1000.0 1000.0 1000.0 1000.0 1065.6 1065.6 � �I � I I � I i i ,r �� ' NORTH DAY LOT � "�Page 11 of ol l Copyright�1998-2007 ADANIA Engineering,Inc. License number MSEW-301671 a — � MSEW--Mechanically Stabilized Earth Walls NORTH DAY LOT ` Present DatelTime: Tue Aug 31 153730 2010 N:�Projects�2009\65095812�Submittal VI-Revised Grading P]an�hfSEW Calc\WAI.i.1 STA 0+53.BEN I'" M � �• � � � NCMA DESIGN METHOD � NORTH DAY LOT " PROJECT IDENTIFICATION � Title: NORTH DAY LOT Project Number: 65095812 `' Client: ALPINE ENGINEERING,INC. � Designer: JKT Station Number: WALL 1,STA 0+53 r Description: ' Company's information: Name: Terracon Consultants,Inc. ' Street: 4685 South Ash Ave,Suite H-4 ' Tempe,AZ 85282 Telephone#: 480-897-8200 ' Faac#: 480-897-1133 E-Mail: tmkapita@terracon.com Original file path and name: N:�Projects�2009\65095812\Submittal VI-Revised Grading..... � .....\WALL 1 STA 0+53.BEN Original date and time of creating this file: Tue Aug 31 11:47:49 2010 ' PROGRAM MODE: ANALYSIS of a SIl�IPLE STRUCTLTRE � using GEOGRID as reinforcing material. , , s ' I.NORTH DAY LOT ,��, ...,,.,�, ��u,� . „e,,.�,. �„�,.,_,� ,�..�,,� ,�,.,r,,,.,�,�.,, ,..� .. �.��,�, �_��.,�_u �w,o .�„vv.,�>„�,�.,.,�, ,�.,,o„ , ,.;�.,�. PageE1 LoT I1 Copyright�1998-2007 ADAMA Engineenng,Inc. License number MSEW-301671 � - - MSEW--Mechanically Stabilized Earth Walls �m� NORTH DAY LOT � Present Date/1'irrre: Tue Aug 31 15:3730 2010 N:�Projects12009\65095812�Sublmttal VI-Revised Grading PIan�MSEW Calc\WAI,L 1 STA 0+53.BEN ,a�.m� m o � wn,�a � m m m SOIL DATA � REINFORCED SOII, �, Unit weight, y 125.0 lb/ft' Design value of internal angle of friction, � 32.0° r � RETAINED SOIL Unit weight, y 128.0 lb/ft' Design value of internal angle of friction, � 31.0° � FOUNDATION SOIL(Considered as an equivalent uniform soil) Equivalent unit weight, r�q,,;,.. 128.0 lb/ft' Equivalent internal angle of friction, �ey��. 31.0° Equivalent cohesion, c eq,,;,,. 0.0 lb/ft z �, Water table does not affect bearing capacity LATERAL EARTH PRESSURE COEFFICIENTS � Ka(internal stability)=0.4268 Inclination of internal slip plane, yf=46.04°. Ka(external stability)=0.4701 � BEARING CAPACITY Bearing capacity coefficients(calculated by MSEV�: Nc=32.67 N y=25.99 CSEISMICITY Not Applicable � � � �, VP b �.. I I i F; I I� NORTH DAY LOT °, ,- , ��u,.,.� _.E �.�_.�, .�„� '","".°'�E,�.�Page 2 of 11 ' Copyright OO 1998-2007 ADAMA Engineering,Inc. License number MSEW-301671 "" MSEW--Mechanically Stabilized Earth Walls NORTH DAY LOT ' Present DateJTime: Tue Aug 31 15:37:30 2010 N:�Projects12009�65095812�Subrtdttal VI-Revised('nading PIan�iSEW Calc\WAI.I,1 STA 0+53.BEN � � m " INPUT DATA: Geogrids (Analysis) � D A T A Geogrid Geogrid Geogrid Geogrid Geogrid � twe#1 twe#2 twe#3 tvpe#4 twe#5 Tult �Ib/ft� 3600.0 5000.0 Durability reduction factor,RFd 1.10 1.10 � Installation-damage reduction factor,RFid 1.20 1.20 Creep reduction factor,RFc 1.55 1.55 N/A N/A N/A Fs-overall for strength N/A N/A Coverage ratio,Rc 1.000 1.000 Cds=tan(ro)/tan(Phi.reinforced) 0.62 0.62 Ci 0.80 0.80 N/A N/A N/A � "' Variation of Lateral Earth Pressure Coefficient With Depth � Z K/Ka 0.0 1.0 2� K/Ka 3.0 0 ft 1.00 0 33 8 1.00 Z[ft] I � 6.6 ft 1.00 6.6 ' 9.8 ft 1.00 ; 13.1 8 1.00 9.g � 16.4 ft 1.00 19.7 8 1.00 16. � � � 26. ; i � 32.8 � � i a � I i, I � , �; I� NORTH DAY LOT Page 3 of 11 Copyright OO 1998-2007 ADAMA En�ineering,Inc. License number MSEW-301671 �' MSEW--Mechanically Stabilized Earth Wallsw�Vmo�'a��Vmm'oMS�V�'o�VmO;o��V��a�Vm�3o��Vmp�o�Vmm��M�V��o�V��A NORTH DAY LOT ' Presrnt Date/T'vne: Tue Aug 31 1537:30 2010 N:�Projects�2009\65095812�Subrmttal VI-Revised Gad'mg pta¢1MSEW Calc\WAI.I.I STA 0+53.BEN 4 m v m �. INPUT DATA: Facia and Connection , (Analysis) �, FACIA type: Facing enabling frictional connection of reinforcement(e.g.,modular concrete blocks,gabions) Depth/height of block is 1.00/0.67 ft. Horizontal distance to Center of Gravity of block is 0.49 ft. � Average unit weight of block is re= 120.00 lb/ft 3 Top of wall r' Z/Hd To-staric/Tmax Z/Hd 0.00 ; � ; , i ; , � 0.25 ; ` 0.00 1.00 0.50 ' I j I ; I 0.25 1.00 ; ; " 0.50 1.00 0.75 --- --- � ' � 0.75 1.00 1.00 � � 1.00 1.00 1.00 0.90 0.80 0.70 0.60 0.50 " To-static/Tmax ' Peak Strength Criterion Geogrid Type#1 Geogrid Type#2 Geogrid Type#3 Geogrid Type#4 Geogrid Type#5 � Weight�'> �2� Weight Weight Weight Weight of Tultconn of Tultconn of Tultconn of Tultconn of Tultconn 6 blocks blocks blocks blocks blocks 0.0 1467.00 0.0 877.00 "' 406A 1534.00 729.0 1252.00 N/A N/A N/A 798.0 1514.00 2188.0 1975.00 `` 2016.0 2023.00 2931.0 2401.00 �„' 3357.0 2491.00 4396.0 2552.00 Service Strength Criterion @ 3/4" +�° Geogrid Type#1 �3� Geogrid Type#2 Geogrid Type#3 Geogrid Type#4 Geogrid Type#5 Weight Tconn Weight Tconn Weight Tconn Weight Tconn Weight Tconn � of @ 3/4" of @ 3/4" of @ 3/4" of @ 3/4" of @ 3/4" blocks blocks blocks blocks blocks �' 0.0 967.00 0.0 877.00 406.0 987.00 729.0 1135.00 N/A N/A N/A F 789.0 1136.00 2188.0 1796.00 2016.0 1420.00 2931.0 2106.00 � 3357.0 1795.00 4396.0 2552.00 r Ultimate Strength Criterion Service Strength Criterion Weight Weight of Vu �'� of Vu' �5� blocks blocks ' 0.0 900.00 0.0 900.00 267.0 1055.00 267.0 1055.00 � 1245.0 1566.00 1245A 1566.00 l 1662.0 1800.00 1662.0 1800.00 (I)(2)(3)(4)(5) Weight of blocks,Tultconn.,Tconn@3/4",Vu and Vu'are in[lb/ft] �� D A T A (for connection only) Type#1 Type#2 Type#3 Type#4 Type#5 �' Product Name Strata SG.. Strata SG.. N/A N/A N/A Durability reduction factor,RFd 1.00 1.00 N/A N/A N/A � Creep reduction factor,RFc 1.00 1.00 N/A N/A N/A Overall factor of safety:connection break,Fs N/A N/A N/A N/A N/A � Overall factor of safety:connection pullout,Fs N/A N/A N/A N/A N/A �- � , _,��,o, .�..,�., ,,, ..v�, , ...�.� ....�,��„ n�„o;,,�, ,E„,...,._�� ' NORTH DAY LOT Page d oY 11 Copyright�1998-2007 ADAMA Engineering Inc. License number MSEW-301671 I�-- - � ��.w�a�.��mm3o.w�,�moo�o��,��,m�oW�,��,m,A��.,�,aw�.��,�o.,�,��>n��,o,��.m.,a,��.,�,o..��a43oM=��,m,o,.��,m�a�,�,�mm,a,��,��o..�.�,..o.��en�a.�,,..._�o„�,��o.�.�a4,n,�,��,��o MSEW--Mechanically Stabilized Earth Walls NORTH DAY LOT � Present Daze/Time: Tue Aug 31 15:3730 2010 m N:�Projecu�2009\65095812�Submittal VI-Revised Grad'uig PIan�MSEW CaIdWAI.I.I STA 0+53.BEN '� m INPUT DATA: Geometry and Surcharge loads (of a SIMPLE STRUCTURE) � Design height,Hd 433 [ft] {Embedded depth is E= 1.00 ft,and height above top of finished bottom grade is H=3.33 ft} Batter, w 0.0 �deg� Backslope, (3 26.6 �deg] Backslope rise 4.0 [ft] Broken back equivalent angle,I=24.79° UNIFORM SURCHARGE �� Uniforml distributed dead load is 0.0 Ib/ft 2 Z y [ ],and live load is 100.0[lb/ft ] `� i� �� 1� IANALYZED REINFORCEMENT LAYOUT: �„ _�, _,�-� �� -� . ._ � ,. .�_. ,-.� �, i � _ � . �. , i, "—.—_ - - - t �.�.�r��k I�.�'�i'�.�, ��..�.= t� t� i i��.�. E 8 i i�: f�F��..� _ � r�t3,.;;,'��4 itt€ � la t _ .. �,�� afitr'�. `� L a a��_ t �. � � -t#" - �1*� �: _ �`^ _ ��. li i+ �� .SC�1I.,E: i� 0 2 4 6[ft] � ._ . � �9 " NORTH DAY LOT ,�.,�,�,�s_ ..�,o,,��..�,�,.,�,r,�o , ,�„ ,� .,.��,�.�,,u,�_.�.�,,,, _ „t,,,�. ,�,, .�,�_� .�..,�,.,�,,...,�.�„E. ,_,� , ..,. ,�,.,,..�<. �.��.��,,.,w„a.��E,,,.Page 5 of 11 Copyright�1998-2007 ADAMA Engineering,Inc. License number MSEW-301671 I�' - - — - I MSEW--Mechanically Stabilized Earth Walls NORTH DAY LOT Prosent DatdTfrne: Tue Aug 31 1537:30 2010 m m m N:�Projects�2009�65095812�Submittal VI-Revised Grading PIanU�fSEW Calc\WAI.L I STA 0+53.BEN . �, ANALYSIS: CALCULATED FACTORS(Static conditions) � Bearing capacity,Fs= 13.16,Meyerhof stress=901 Ib/ft2. Foundation Interface:Direct sliding,Fs= 1.690,Eccentricity, e/L=0.0925,Fs-overturning=3.89 GEOGRID CONNECTION � Fs(a�3/4" Fs-peak Fs-overall Geognd Pullout Direct Eccentricity Product # Elevation Length Type �service �failure �geogrid strength resistance sliding e/L name [ft] [ft] # criterion) criterion] strength] Fs Fs Fs � �� 1 0.67 6.50 1 435 6.66 7.65 7.647 13.706 1.892 0.0674 Strata SG200 2 1.33 6.50 1 5.46 8.46 9.75 9.754 13.723 2.099 0.0423 Strata SG200 3 2.67 6.50 1 4.29 6.59 7.73 7.733 5.916 2.691 -0.0155 Strata SG200 �. GLOBAL/COMPOUND STABILITY ANALYSIS (Using Bishop method and ROR=0.0) Far the snecified search grid. the calculated minimum Fs is 1.592 I (it corresponds to a critical circle at Xc=-5.69,Yc=24.61 and R=29.10[8]). ,, ,, � �a ,�. Ap �r t Y � � • i A... NORTH DAY LOT c ,_ ..,�� ..�, .,.�,o �,,.��,,, ,�„�„ Page 6 of 11 I� Copyright OO 1998-2007 ADAMA Engineering,Inc. License number MSEW-301671 � � �A m��a,��,��o,,,�,.�mm,o�.,��.��o��,��o�,�,��o,��,��._�o�,�ma,o��o�,��,.��a��mv,o.��30�.�._�n,�,�„_�a.,�,�.,e„o,��mm,o,�,�mm�o.�,�.,m,n.,�.�..��o,�,..��o>„�„�mm>o MSEW--Mechanically Stabilized Earth Walls NORTH DAY LOT � Present Date/Time: Tue Aug 3l 15:3930 2010 N:�Projects�2009\65095812�Submittal VI-Revised Grading Plan�hfSEW CaIc1WAL.I.I STA 0+53.BEN � � BEARING CAPACITY for GIVEN LAYOiJT � ' STATIC SEISMIC iJNITS , (Water table does not affect bearing capacity) IJltimate bearing canacity,q-ult 11858 N/A (lb/ft 2� , Meyerhof stress, 6v 901.2 N/A (lb/ft z] Eccentricity, e 0.48 N/A [ft] � Eccentricity, e/L 0.074 N/A Fs calculated 13.16 N/A �� Base length 6.50 N/A [ft] � i� � h., ie � _ __ -_ ��...:;.. iw . - ..�.��-� _ .. ' - .,t.ti. : �..,�-.��i- F` .°� ,� z � � - �� ' = a � _ � � ` st-�� ,a� - .` _ _ �� ,+ �-:��. t , ��£i � �� . � . .r . �,3,.°"� "�E.�.� ..._.�..., s _ - _... . . � �. .�r . �z' � ,. r„ � s . �:i ��- E�c�,�'�..�� ..-.:'" �=Y_Y �.�--._ . .��r..._��,°. ��;y-�s-� �s � �-- - � SCALE: 0 2 4 6[ft] �� ,_ � NORTH DAY LOT � � c,u,� ,M ��„4,_ • ; Page 7 of 11 I� Copyiight�1998-2007 ADAMA Engineering,Inc. License number MSEW-301671 � ,y � MSEW--Mechanically Stabilized Earth Walls ��v a NORTH DAY LOT 1 Present Date/Time: Tue Aug 31 15:37:30 2010 N:�Projectt�2009\65095812\Submi[[al VI-Revi�ed Grading PIan�MSEW Calc\WALL 1 STA 0+53.BEN , 1 � DIRECT SLIDING for GIVEN LAYOITT , (for GEOGRID reinforcements) ��. Along reinforced and foundation soils interface: Fs-static= 1.690 �j # Geogrid Geogrid Fs Fs Geogrid � Elevation Length Static Seismic Type # Product name [ft] [ft] i� 1 0.67 6.50 1.892 N/A 1 Strata SG200 �, 2 1.33 6.50 2.099 N/A 1 Strata SG200 3 2.67 6.50 2.691 N/A 1 Strata SG200 � ECCENTRICITY for GIVEN LAYOiJT �� At interface with foundation: e/L static=0.0925;Overturning:Fs-static=3.89 � # Geogrid Geogrid e/L e/L Geogrid Elevation Length Static Seismic Type # Product name '° [ftl [ftl � 1 0.67 6.50 0.0674 N/A 1 Strata SG200 �� 2 1.33 6.50 0.0423 N/A 1 Strata SG200 3 2.67 6.50 -0.0155 N/A 1 Sh-ata SG200 A^ iz ly I � �r. le � ��. e �. � i �a � "" NORTH DAY LOT �, , .,,.,.��,.,�,..�,� ,,, __,�,.,�,r., „ ..�,� E _...,,�, w..,�M ,.,,�..E ��., , �.,�_,�.u�.,,...u„a„ ,�>.,�„� Page 8 of 11 w Copyright�1998-2007 ADAMA Engineering,Inc. License number MSEW-301671 ��,��,.,_,qM,e„�m�,�o,��.,�„o��_.�o,��_,o,,�,�m�,,o.��mm.o��.m,o��mm,a,�...,��o,,,��„��a��.�.�o,��,a�,��.,m,oM,��.,00�oM9�,.�,o.,,�„�.,m�A " MSEW--Mechanicall Stabilized Earth Walls Y NORTH DAY LOT � Present DatdTime: Tue Aug 31 15:3730 2010 N:V'rojects�2009\650958121Submittal VI-Revised Grading PIanVNSEW Calc\WAI,L 1 STA 0+53.BEN � RESiTLTS for STRENGTH � � # Geogrid Tavailable Tmax Tmd Specified Actual Specified Actual Elevation [lb/ft] [lb/ft] [Ib/ft] minimum calculated minimum calculated Product � [ft] Fs-overall Fs-overall Fs-overall Fs-overall name static static seismic seismic � 1 0.67 1760 230.09 N/A N/A 7.647 N/A N/A Strata SG200 ( 2 1.33 1760 18039 N/A N/A 9.754 N/A N/A Strata SG200 �, 3 2.67 1760 227.53 N/A N/A 7.733 N/A N/A Strata SG200 i� �,,,,, RESULTS for PULLOUT , NOTE:Uniform live load is not included in calculating the overburden pressure used to assess pullout resistance. � # Geogrid Coverage Tmaac Tmd Le La Avail.Static Specified Actual Avail.Seism. Specified Actual Elevation Ratio [lb/ft] [lb/ft] �ft� [ft] Pullout,Pr Static Staric Pullout,Pr Seismic Seismic �" [�] (see NOTE) [lb/ft] Fs Fs [lb/ft] Fs Fs � � 1 0.67 1.000 230.1 N/A 4.85 0.65 3153.5 N/A 13.706 N/A N/A N/A � 2 133 1.000 180.4 N/A 4.22 1.28 2475.5 N/A 13.723 N/A N/A N/A 3 2.67 1.000 227.5 N/A 2.93 2.57 1346.0 N/A 5.916 N/A N/A N/A � � � � � i� r. " NORTH DAY LOT _, ., ..,n,.�,,,�, „�„_ ,�,.. ,., �,_,.. E ,�.,,�., „_,. ,,, �„_„�..» ,�..,.__,� �. �,�,_ ,.,�,. ,_ .Page 9 of 11 ; �� Copyright�1998-2007 ADAMA Engineering,Inc. License number MSEW-301671 " MSEW--Mechanically Stabilized Earth Walls�m�30M�Vmm,o�Vm4,o�Vmtl�o�V�,o�Vpm�o�V�,a�V�,��mm�o��Vmm��P��D NORTH DAY LOT Pre�s�n�Date/T�: Tue Aug 31 15:3730 2010 N:�Projecu�2009�65095812�Subrttittal VI-Revised Cna[Img p1an�Iv1SEW CaIcIWAI.L 1 STA 0+53.BEN � � ,a�..�,.o.�.��e„m,owEwvmm�ow��e,o„owcw�.m,owEw�mm,o,.a�w�mm,onaE.w�mm�.o � RE5ULTS for CONNECTION(staric conditions) � # Geogrid Connection FS-Bulging Available Available Available Fs-overall Fs-overall Fs-overall Elevation force,To connection connection Geogrid connection connection Geogrid Product w [ft] [Ib/ft] Peak Deformation strength, strength, strength, peak service strength name ( Tcl-failure Tcs-service Tavailable �� criterion criterion [IblftJ Specified Actual Specified Actua� Specified Actual [Ib/ft] [iblft] � 1 0.67 230 16.26 16.26 1532 1000 1760 N/A 6.66 N/A 435 N/A 7.65 Strata SG200 2 1.33 180 9.57 9.57 1526 985 1760 N/A 8.46 N/A 5.46 N/A 9.75 Strata SG200 4 3 2.67 228 7.55 7.55 1500 977 1760 N/A 6.59 N/A 4.29 N/A 7J3 Strata SG200 � � r � r � � � � M �. ''�" NORTH DAY LOT .�v� �„ ,�,��, . . ,�,,.,��,<„EW,�,u�.. ��,,,�,., v,.�.s_u�n.,.,�,,,,�,.,� .��,�.��,o ;,�,o,�,� ,� ,�„. ,.:.v„� !� Page 10 of 11 ' Copyright G�1998-2007 ADAMA Enb neering,Inc. � - .,. : � .,. ,,, , �,�.,.. �,. .,. _. ,,,. ,. . �, . .,�._ . , ...... ..�,..... . :,,, �cense num er MSEW 301671 " MSEW--Mechanicall Stabilized Earth Walls�� Y NORTH DAY LOT Present Date/Time: Tue Aug 31 15:37:30 2010 N:�PmjuGS�2009\65095812�Submittal VI-Revised Grading PlanVvfSEW Ca1c1WAI,L I STA 0+53.BEN t m m � � GLOBAL/COMPOiJND STABILITY ANALYSIS (Using Bishop method and ROR=0.0) �: , For the�ecified search grid, the calculated minimum Fs is 1.592 (it corresponds to a critical circle at Xc=-5.69,Yc=24.61 and R=29.10(ft�where(x=0,y=0)is taken at the TOE or k Xc= 103.67,Yc= 1024.61 and R=29.10[ft]when the terrain coardinate system is used as shown in the table below.) �, TERRAINIWATER PROFILE � Point #1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 Soil layer#1: �y = 128.00[lb/ft 3� � =31.0° c=0.00�lb/ft 2� t x�ft� 0.0 97.8 100.7 104.0 109.0 275.6 282.1 288.7 295.3 311.7 328.1 ( y[ft] 997.0 997.0 998.0 999.0 1001.0 1000.0 1000.0 1000.0 1000.0 t065.6 1065.6 r � �, � � � .0, s�, .,u_ ,.,.�,,,, ._.,� ,�„ ...0�� s�, �.,,. ,, .._., ..��.,, �,w, ,,�,.,..o , ...�.�� '�""" NORTH DAY LOT Page 11 of I 1 ' Copyright�1998-2007 ADAMA Engineering,Inc. License number MSEW-301671 � i ^, ,o,��,�m�,�oMS��,w,aM�.�m��o��,�m��o��.�m��o��,��,m3o,��,��,�,a,��,�� s�,��o,��,�m�,oM=��m��oNS�,�m�3o,��ww,a,��,��o„��,�,o,��,�mm�a,��oo�a�s��m�,�o�s�,�.��o.��,�mm,a�s��ww,o MSEW--Mechanically Stabilized Earth Walls NORTH DAY LOT r. Present Date/1'ime: Tue Aug 31 153833 2010 N:�Projects�2009\65095812\Sub�mttal VI-Revised Grading PIan�2viSEW Calc\WALL t STA 0+99.BEN ■: M *. W. , NCMA DESIGN METHOD v NORTH DAY LOT , PROJECT IDENTIFICATION a Title: NORTH DAY LOT , Project Number: 65095812 Client: ALPINE ENGINEERING,INC. , Designer: JKT Station Number: WALL 1,STA 0+60.0 Description: Company's informarion: Name: Terracon Consultants,Inc. Street: 4685 South Ash Ave,Suite H-4 Tempe,AZ 85282 Telephone#: 480-897-8200 Fax#: 480-897-1133 E-Mail: tmkapita@terracon.com , Original file path and name: N:�Projects�2,009\65095812\Submittal VI-Revised Grading..... .....\WALL 1 STA 0+'79.BEN �,,,, Original date and time of creating this file: � PROGRAM MODE: ANALYSIS of a SIMPLE STRUCTURE using GEOGRID as reinfarcing material. . � �r� � � W r� IY_ � � �,��.;E �,�,x �.. , =r�«a .,..,�>. w,�..,;,� ,r»«,. E..,..,. ,_�,�.,�� , �..t,,.�., �Ex,��,e., ��..��,3�_"t �u:,,� � �,: _. �,.�.,,.,,: ' � NORTH DAY LOT Page 1 of 11 Copynght�1998-2007 ADAMA Engmeenng Inc. L�cense number MSEW-301671 � �,.�,o�,��mm,o��mm3o��,.�mw,o.��.�m��o.��,��m.aws�,��o,��.��3o,��m�,�=��,m,o,��m�,o.��,�.o��m��a.��mno,o,��,��,�,aM=�,��,�>o�s�,��.�,o„��,m,o.M��m�,o.��,�mno�o�s�,��,��a�s�,�w�.o ' MSEW--Mechanically Stabilized Earth Walls NORTH DAY LOT �� Presen[Date/Time: Tue Aug 31]53833 2010 N:�Projects�2009\65095812\Submittal VI-Revised Grading Plan�iSEW Calc\WAI,L 1 STA 0+79.BEN � SOIL DATA REINFORCED SOIL I Unit weight, y 125.0 lb/ft' � Design value of internal angle of fricrion, � 32.0° RETAINED SOIL Unit weight, r 128.0 lb/ft' Design value of intemal angle of friction, � 31.0° FOLJNDATION SOIL(Considered as an equivalent uniform soil) � Equivalent unit weight, y eq,,;,, 128.0]b/ft 3 I Equivalent internal angle of friction, �eq,,;,,. 31.0° � Equivalent cohesion, c equ�� 0.0 lb/ft z , Water table does not affect bearing capacity I LATERAL EARTH PRESSURE COEFFICIENTS , Ka(internal stability)=0.4161 Inclination of internal slip plane, yr=48.26°. Ka(external stability)=0.4562 BEARING CAPACITY Bearing capacity coefficients(calculated by MSEW): Nc=32.67 N y=25.99 � SEISMICITY I Not Applicable � « L � ,. � ' �� MWY I� I' � ��.w.,4,F ,.�.-.E,��. x�e.,u.,c. .� . ..»-„� _ �vEV.��. ., u�.�_,�, 2.o��..,� ..,�o<s��-��...�.e.��m�.,.�E �.,o. ��,.:,o.,W , ..sEw�a_., �,��:.. . . _ .,. .. ..... . :.:,�„�,: I� NORTH DAY LOT Page 2 of 11 Copyright�1998 2007 ADAMA Engmeermg Inc L�cense number MSEW 301671 � ��ow�,��,m,o.��,�m�3o��,�moo�aM��mm,o.��,m.o,.�,��,��oM�,��,m3o�=��m�.a�s��m�,o�s��mm,a�=�,��,��o�s�,�mno,o�=��.�3oNS��mn��a�s�,��30,��,�30.��,�mno,a,��mW�o.usEw��,m,o.��m��o�s�,��,m�a MSEW--Mechanically Stabilized Earth Walls NORTH DAY LOT Presrnt Date/Time: Tue Aug 31 15:38:33 2010 N:�Projects�2009\65095812�Submittal VI-Revised Grading Plan\MSEW Calc\WALL]STA 0+79.BEN INPUT DATA: Geogrids (Analysis) i D A T A Geogrid Geogrid Geogrid Geogrid Geogrid twe#1 twe#2 tvpe#3 twe#4 twe#5 Tult �lb/ft� 3600.0 5000.0 Durability reduction factor,RFd 1.10 L 10 Installation-damage reduction factor,RFid 1.20 1.20 Creep reduction factor,RFc 1.55 1.55 N/A N/A N/A Fs-overall far strength N/A N/A Coverage ratio,Rc 1.000 1.000 Cds=tan(ro)/tan(Phi.reinforced) 0.62 0.62 Ci 0.80 0.80 N/A N/A N/A � Variation of Lateral Earth Pressure Coefficient With Depth IZ K/Ka 0.0 1.0 2.0 K/� 3.0 0 ft 1.00 0 ' 3.3 ft 1.00 Z[ft] 6.6 ft 1.00 6.6 � 9.8 ft 1.00 , 13.1 ft 1.00 9.8 ' 16.4 ft 1.00 ' 19.7 ft 1.00 16. � 26. 32.8 ir � �, �� '� � ,r W,�,�. ,o.�F,,,,�, � ,.,,..,.,r ._�., , . ,.�.�. . ..�zEw,�. ,t.,..,�� , ��,...,� . .,,,.��N: .,��..,w�. ,,,,. , ,.u„� .,�„ R ,��EU, ,o„� ..,,�;�,�W- w,ovs�,.v: E„-�a,u 3 , _ ,. � NORTH DAY LOT Page 3 of 11 � � � neering,Inc. License number MSEW-301671 Copyrrght�1998-2007 ADAMA Engi MSEW--Mechanically Stabilized Earth Walls NORTH DAY LOT �, Present Date/Time: Tue Aug 31 15:38:33 2010 N:�Projects�2009\65095812�Sulmtittal VI-Revised Grading P1an�15EW Calc\WAI.L 1 STA 0+79.BEN ' INPiJT DATA: Facia and Connection , (Analysis) ' FACIA type: Facing enabling frictional connection of reinforcement(e.g.,modular concrete blocks,gabions) Depth/height of block is 1.00/0.67 f+. Horizontal distance to Center of Gravity of block is 0.49 ft. Average unit weight of block is ye= 120.00 lb/ft' Top of wall ' Z/Hd To-static/Tmax Z/Hd 0.00 , , 0.25 0.00 1.00 0.50 - 0.25 1.00 ' 0.50 1.00 0.75 _ . :_ . _ �_ , , , 0.75 1.00 1.00 ' ! 1.00 1.00 1.00 0.90 0.80 0.70 0.60 0.50 To-static/Tmax Peak Strength Criterion Geogrid Type#1 Geogrid Type#2 Geog�-id Type#3 Geogrid Type#4 Geogrid Type#5 Weight��> �� Weight Weight Weight Weight of Tultconn of Tultconn of Tultconn of Tultconn of Tultconn � blocks blocks blocks blocks blocks 0.0 1467.00 0.0 877.00 I 406.0 1534.00 729.0 1252.00 N/A N/A N/A 798.0 1514.00 2188.0 1975.00 2016.0 2023.00 2931.0 2401.00 3357.0 2491.00 4396.0 2552.00 Service Strength Criterian @ 3/4" � Geogrid Type#1 �3> Geogrid Type#2 Geogrid Type#3 Geogrid Type#4 Geogrid Type#5 Weight Tconn Weight Tconn Weight Tconn Weight Tconn Weight Tconn of @ 3/4" of @ 3/4" of @ 3/4" of @ 3/4" of @ 3/4" blocks blocks blocks blocks blocks 0.0 967.00 0.0 877.00 406.0 987.00 729.0 1135.00 N/A N/A N/A 789.0 1136.00 2188.0 1796.00 �, 2016.0 1420.00 2931.0 2106.00 3357.0 1795.00 4396.0 2552.00 j° Ultixnate Strength Criterion Service Strength Criterion I� Weight Weight r of Vu �4� of Vu' �s� � blocks blocks �� 0.0 900.00 0.0 900.00 I� 267.0 1055.00 267.0 1055.00 1245.0 1566.00 1245A 1566.00 Ia 1662.0 1800.00 1662.0 1800.00 I I'� (�)(z)(3)(4)(S) � Weight of blocks,Tultconn.,Tconn@3/4',Vu and Vu'are in[Ib/ft] II, II� D A T A (for connection only) Type#1 Type#2 Type#3 Type#4 Type#5 I� Product Name Strata SG.. Strata SG.. N/A N/A N/A ' Durability reduction factor,RFd 1.00 1.00 N/A N/A N/A ', Creep reduction factor,RFc 1.00 1.00 N/A N/A N/A ' Overall factor of safety: connection break,Fs N/A N/A N/A N/A N/A ld Overall factor of safety: connection pullout,Fs N/A N/A N/A N/A N/A ' � I � ,.�,.�,�„�.,..�a�� o��.,,., � ..� ...�a, .��o,s�„ w,�,u,�_.,,. ,��v�� ,,.._,:.. �o.=Fw�,. , ,r�,�,�, , -.,�,ti. � ��.�� _�,.,., =EU�m�,, a�r,u,.,� � NORTH DAY LOT ��.,�.�� Page�4 of 11 �� Copyright�1998-2007 ADAMA Engineering,Inc. License number MSEW-301671 MSEW--Mechanically Stabilized Earth Walls �'Ng�Vmm30M3�Vm�,O��Vmm30M5�V��oMNORTH DAY LOT , Present Date/Time: Tue Aug 31 15:3833 2010 N:�Projects�2009\65095812\Submittal VI-Revised Grading PIan�IvISEW Calc\WALL 1 STA 0+79.BEN _ � I� INPiJT DATA: Geometry and Surcharge loads (of a SIMPLE STRUCTURE) � Design height,Hd 7.00 [ft] {Embedded depth is E= 1.50 ft,and height above top of finished bottom grade is H=5.50 ft} Batter, � 0.0 �deg� Backslope, (3 24A �deg) Backslope rise l0A [ft] Broken back equivalent angle,I=24.00° UNIFORM SURCHARGE �� Uniformly distributed dead load is OA[lb/ft�],and live load is 100.0[lb/ft�] � � .-� � � � � w �.us: ,, ANALYZED REINFORCEMENT LAYOUT: ;-�.. f } ;;�� } �. .�:. s� �„ � ;�� .,��, ��, ` , � �� :z '�� : ,r�"` ,� � �� . _. � i� ---....... _ I� I, I I SCALE: � ' 0 2 4 6[ft] � I �"' NORTH DAY LOT ..._, . ,�,�,u, _,,,,,�u ,,..,.�.,, ... _,,,, ,��,�,,.. �w�,�u., ,�..,a�, ,on�o.,sE„ .,�� _ t,,.mwu,o sE .., __� ,. _�„�.�,Page 5�of�11 � � Copyright� 1998-2007 ADAMA Engineenng,Inc. License number MSEW-301671 MSEW--Mechanically Stabilized Earth Walls NORTH DAY LOT Present Date/Time: Tue Aug 31 1538:33 2010 N:�Projects�2009\65095812�Submittal VI-Revised Grading P1anUviSEW Calc\WAI.L 1 STA 0+79.BEN i � ANALYSIS: CALCULATED FACTORS (Static conditions) ' Bearing capacity,Fs= 11.62,Meyerhof stress= 14041b/ft2. Foundation Interface:Direct sliding,Fs= 1.804,Eccentricity, e/L=0.0995,Fs-overtuming=3.89 GEOGRID CONNECTION , Fs(c�3/4" Fs-peak Fs-overall Geogrid Pullout Direct Eccentricity Product # Elevation Length Type �service �failure �geogrid strength resistance sliding e/L name , [ft] [ft] # criterion] criterion] strength] Fs Fs Fs 1 0.67 9.00 1 2.44 3.29 3.81 3.814 16.527 1.580 0.0827 Strata SG200 � 2 2.00 9.00 1 2.84 4.08 4.71 4.708 ]4.917 1.787 0.0498 Strata SG200 3 3.33 9.00 1 2.88 4.41 5.07 5.070 1 l.063 2.057 0.0159 Strata SG200 4 533 9.00 1 3.54 5.43 6.37 6.371 6.620 2.657 -0.0477 Strata SG200 GLOBAL/COMPOiJND STABILITY ANALYSIS (Using Bishop method and ROR=0.0) For the specified search grid, the calculated minimum Fs is 1.519 (it corresponds to a critical circle at Xc=-3.01,Yc=34.65 and R=34J8 [ft]). � �. r � I�, , , i� �� r" II'� ��" � � I .,,,�.�Eti �,,.,�� ,.� ..,.�.��, ,�, w�.�._ ..�,�„� ., .,tu,_, E��.e��,a � .o,zt,�. �,.,w, , „u. ,,, �, „F� � , i � NORTH DAY L.OT �.,�..�s .�W,�A�. , ��,�. _.,,, ° - - �. 2,__� �_,o- Page 6 of 11 � � Copyright�1998-2007 ADAMA Engineering,Ina License number MSEW-301671 '� MSEW--Mechanically Stabilized Earth Walls NORTH DAY LOT Present Date/Time: Tue Aug 31 1538:33 2010 N:�Projects�2009\65095812�Submittal VI-Revised Grading Plan\MSEW Calc\WAI.L 1 STA 0+79.BEN BEARING CAPACITY for GIVEN LAYOUT STATIC SEISMIC iJNITS I (Water table does not affect bearing capacity) LTltimate bearing canacity,q-ult 16312 N/A �lb/ft z� I Meyerhof stress, 6� 1403J N/A �lb/ft 2] Eccentricity, e 0.79 N/A [ft] Eccentricity, e/L 0.088 N/A � Fs calculated 11.62 N/A Base length 9.00 N/A [ft] � � � k� � � , � �� sw � � ��,��;.�_ w r��. � a, ,.. I �' �:�-� " ��." t�.. n.... � -:�- � �� =-� � �ti�,�� =�� i: , ; �, � � �� K �� , �e � �� , �� =� � � � � ii .:" ��,:k .:. � .F - :.k , : - : "'�-^ `— . .; �. , ; . .i � ��.— _...:...:_�.:c �� `� -�_ _ .�_--�- � ��... r '� SCALE: I 0 2 4 6[ft] I� Yr � R,.,._�,_ ,��_,�..�,�v,�.�., �,�.w,�. .�,,.>,� .�,u ._W ,.��.�:,� t,..v�.�, ��,,.r. �.,,.,� u,",�> ,��,�,, .��.,� �� .,,tN�.� , ,�_ _,., ,. _,.�tu ,�tu,�,�.,.. , � Page 7 of ll NORTH DAY LOT ADAMA Engineenng Inc License number MSEW-30]671 Copyright O 1998-2007 �� MSEW--Mechanically Stabilized Earth Walls NORTH DAY LOT Present Date/Time: Tue Aug 31 15�3833 2010 N:�Projects�2009\65095812\Subrrdttal VI-Revised Grading PlanUviSEW Calc\WALL 1 STA 0+79.BEN DIRECT SLIDING for GIVEN LAYOUT (for GEOGRID reinforcements) � Along reinforced and foundation soils interface: Fs-static= 1.804 'i # Geogrid Geogrid Fs Fs Geogrid ' Elevation Length Static Seismic Type # Product name i [ftl [fr] � 1 0.67 9.00 1.580 N/A 1 Strata SG200 • 2 2.00 9.00 1.787 N/A 1 Strata SG200 3 3.33 9.00 2.057 N/A 1 Strata SG200 i 4 5.33 9.00 2.657 N/A 1 Strata SG200 I ECCENTRICIT'Y for GIVEN LAYOUT IAt interface with foundation: e/L static=0.0995;Overturning:Fs-static=3.89 l # Geogrid Geogrid e/L e/L Geogrid j' Elevation Length Static Seismic Type # Product name [�l Lftl la 1 0.67 9.00 0.0827 N/A 1 Strata SG200 2 2.00 9.00 0.0498 N/A 1 Strata SG200 3 3.33 9.00 0.0159 N/A 1 Strata SG200 4 5.33 9.00 -0.0477 N/A 1 Strata SG200 �- � Y i � I � ly�.. � � I� i� � !I� I NORTH DAY LOT , ..,� �,,,�,n _ u,��,o � ,� �, ,o_„ �ouSE��,m.�A.,� �.: w„� ' Page 8 of i l ' pyng - A Engineenng Inc Lrcense number MSEW 301671 I o t A AM i I i MSEW--Mechanically Stabilized Earth Walls NORTH DAY LOT iPresent Date/Time Tue Aug 31 15 38 33 2010 — N:�Pro�ects�2009\65095812\Subtruttal VI Rev�sed Gradmg PIan4�iSEW Calc\WAL.L 1 STA 0+79.BEN RESULTS for STRENGTH # Geogrid Tavailable Tmax Tmd Specified Actual Specified Actual Elevation [Ib/ft] [Ib/ft] [lb/ft] minimum calculated minimum calculated Product [ft] Fs-overall Fs-overall Fs-overall Fs-overall name ! static static seismic seismic 1 0.67 1760 461.31 N/A N/A 3.814 N/A N/A Strata SG200 2 2.00 1760 373.72 N/A N/A 4.708 N/A N/A Strata SG200 � 3 333 1760 347.06 N/A N/A 5.070 N/A N/A Strata SG200 4 533 1760 276.17 N/A N/A 6.371 N/A N/A Strata SG200 RESULTS for PULLOUT NOTE:Uniform live load is not included in calculating the overburden pressure used to assess pullout resistance. # Geogrid Coverage Tmax Tmd Le La Avail.Static Specified Actual Avail.Seism. Specified Actual i Elevation Ratio [lb/ft] [lb/ft] �ft� [ft] Pullout,Pr Static Static Pullout,Pr Seismic Seismic i [ft] (see NOTE) [lb/ft] Fs Fs [lb/ft] Fs Fs 1 0.67 1.000 461.3 N/A 7.40 0.60 7624.0 N/A 16.527 N/A N/A N/A 2 2.00 1.000 373.7 N/A 6.22 1.78 5574.9 N/A 14.917 N/A N/A N/A 3 3.33 1.000 347.1 N/A 5.03 2.97 3839.6 N/A 11.063 N/A N/A N/A 4 533 1.000 276.2 N/A 3.24 4.76 1828.2 N/A 6.620 N/A N/A N/A � � � 'Mr !r�„ �, � ��, , '� � i�lrr I' � NO�g DAYLOT g- �r ..g�„�,� , �W,._�.,a_.t ,��E ..,,_„W. ,� _t,,..il. ,EW,��.>>E �_._�_,E,. ._�..,,,,. „9u,�_,..Licensenumber'MSEW-9301611 � Co � ht C� 1998-2007 ADAMA En ineenn Inc 7� i MSEW--Mechanically Stabilized Earth Walls NORTH DAY LOT � Present Date/Time: Tue Aug 31 153833 2010 N:�Projects�2009\65095812\Submittal VI-Revised Crrading PlanUblSEW Calc\WAL.L 1 STA 0+79.BEN r� RESLTLTS for CONNECTION(static conditions) � # Geogrid Connection FS-Buiging Available Available Available Fs-overall Fs-overall Fs-overall �. Elevation force,To connection connection Geogrid connection connection Geogrid Product [ft] [Iblft] Peak Deformation strength, strength, strength, peak service strength name Tcl-failure Tcs-service Tavailable criterion criterion [Iblft] Specified Actual Specified Actual Specified Actual [Iblft] [Iblft] r 1 0.67 461 5.99 5.99 1516 1125 1760 N/A 3.29 N/A 2.44 N/A 3.81 Strata SG200 2 2.00 374 6.98 6.98 1524 1062 1760 N/A 4.08 N/A 2.84 N/A 4.71 Sh-ata SG200 , 3 3.33 347 5.96 5.96 1532 1000 1760 N/A 4.41 N/A 2.88 N/A 5.07 Strata SG200 4 5.33 276 7.68 7.68 1500 977 1760 N/A 5.43 N/A 3.54 N/A 6.37 Strata SG200 . � �. �,.. � i �� , j' �� ..��.,_ �� ,,. o.,,,... ,�„��_,._ ,,,,ov,t„ �_,�u,�„� .9��m.�,, ,,�>,_�„ �,otisEU,. .3tw,R,n. „E ,��.<,E .�,�_�� ,N .,.E, ., ,.�, .. , ,_, �.,o_vs�W � ,��.,,�,�..,. �,� NORTH DAY LOT � Page 10 of 11 � Copyright�1998-2007 ADAMA Engineering,Ina L�cense number MSEW-301671 i MSEW--Mechanically Stabilized Earth Walls NORTH DAY LOT la Present Date/T'vne: Tue Aug 31 I53833 2010 N:�Projects�2009\65095812\Submittal VI-Revised Grading P1an�iSEW Calc\WAI,L 1 STA 0+79.BEN I � _ � � � GLOBAL/COMPOUND STABILITY ANAL = YSIS Usin Bish o method R� � and OR 0. 0 g P ) For the specified search grid the calculated minimum Fs is 1.519 (it corresponds to a critical circle at Xc=-3.01,Yc=34.65 and R=34.78 (ft�where(x=0,y=0)is taken at the TOE or � Xc= 10635,Yc= 1034.65 and R=34.78 [ft]when the terrain coordinate system is used as shown in the table below.) TERRAIN/WATER PROFILE ; Point #1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 Soil layer#1: y = 128.00[lb/ft�] � =31.0° c=0.00�lb/ft�� x�ft� 0.0 6.6 13.1 19.7 26.2 275.6 282.1 288J 2953 311.7 328.1 y[ft] 1001.5 1001.5 1001.5 1001.5 1001.5 1000A 1000.0 1000.0 1000.0 1065.6 1065.6 � �. . � r r°^ �,_, ` � �6 i� I � I� �� I� � �...�.r �. �..,_ .�.,v_� ,��._.,.. �,"_.�,. .>,�. ..... �. .,o ,� _ ,�.�_�..�,�, „ ..,.,:, , .,,,,�.�� ,.�,�,sE�, , . �.,�.,,, �� NORTH DAY LOT Page 11 of ll Copynght�^�. 1998-2007 ADAMA Engmeenng Inc L�cense number MSEW 301671 I I �„ �30,��,�3o�s�.�m�,�o��,��,oe,a�,��,��0�3��.�30,��,�mm�o..,�,��mm�a�s�,�m� .��moo�oM=��,m3o��m��o�s�,�.��,oMS�,��,��o��,�m�3o��,�30�� oWS�,�.��,o,�,�mno�aHS�,��,��a„��m�,o��m�3o I' MSEW--Mechanically Stabilized Earth Walls NORTH DAY LOT k Present DatdT'vne: Tue Aug 31 153927 2010 N:�Projects�2009\65095812\Submittal V4Revised Grading P1an4�fSEW Calc\WA1,L 1 STA I+OO.BEN w �A- A' a. � � „ NCMA DESIGN METHOD � NORTH DAY LOT r PROJECT IDENTIFICATION Title: NORTH DAY LOT , Project Number: 65095812 Client: ALPINE ENGINEERING,INC. � Designer: JKT Station Number: WALL l,STA 0+79.0 , Description: � �.. Company's information: � �,. Name: Terracon Consultants,Inc. Street: 4685 South Ash Ave,Suite H-4 �� Tempe,AZ 85282 w Telephone#: 480-897-8200 Fax#: 480-897-1133 , &Mail: tmkapita@terracon.com , Original file path and name: N:�Projects�2009\65095812\Submittal VI-Revised Grading..... .....\WALL 1 STA 1+OO.BEN , Original date and time of creating this file: Tue Aug 31 11:13:28 2010 a PROGRAM MODE: ANALYSIS � of a SIMPLE STRUCTLJRE using GEOGRID as reinforcing material. F, ,.. r �,. � 1�" w �� NORTH DAY LOT �,, . ,o�,�, �u�.,__ ,F R,.,.,� sn�<.,�_ �W�A,,s �.w� ��,�,o. ..�.,�,4v �„o.,,�, o,o�,� �.� �o��,,.v, .,.,w�,�,,• . '°'.'', Page l�o�f ll � Copyright�1998-2007 ADAMA Engineenng,Inc. License number MSEW-301671 MSEW--Mechanically Stabilized Earth Walls NORTH DAY LOT �. Presrnt Date/Time: Tue Aug 31]53927 2010 N:�Projects�2009\65095812\Submittal VI-Revised Grading P1an�IviSEW Calc\WALL 1 STA 1+OO.BEN SOIL DATA REINFORCED SOIL Unit weight, y 125.0 lb/ft' Design value of internal angle of friction, � 32.0° � RETAINED SOIL Unit weight, y 128.0 lb/ft 3 Design value of internal angle of friction, � 31.0° FOLJNDATION SOIL(Considered as an equivalent uniform soil) � Equivalent unit weight, y eQU;�. 128.0 lb/ft 3 Equivalent internal angle of friction, �eq�� 31.0° , Equivalent cohesion, c eq��. OA lb/ft 2 � Water table does not affect bearing capacity � LATERAL EARTH PRESSURE COEFFICIENTS , Ka(internal stability)=0.4561 Inclination of internal slip plane, yf=46.04°. � Ka(external stability)=0.5093 , BEARING CAPACITY Bearing capacity coefficients(calculated by MSEW): Nc=32.67 N y=25.99 SEISMICITY Not Applicable � r � � � w �,,.<. �,. � , �,��RTH D'.,, ,E�.._,�. ,...�._.� ,..._w ,,,.� ,u,a,.., ,.,.,��t ._,E,,,� �.,w,._�. � .._w,_� .......:.. .. ....,,�: �„��E��,�_,�� NO AY LOT Page 2 of 11 � pyright�1998-2007 ADAMA Engmeenng,Inc. � L�cense number MSEW-301671 � MSEW--Mechanically Stabilized Earth Walls NORTH DAY LOT il Present Date/Time� Tue Aug 31 153927 2010 N:�Projects�2009\65095812�Subrrrittal VI Revised Grading Plan4�iSEW Calc\WAI.L 1 STA 1+OO.BEN m � � 1NPUT DATA: Geo 'ds � 4I Anal sis � Y ) � D A T A Geogrid Geogrid Geogrid Geogrid Geogrid � tvpe#1 tvpe#2 tvpe#3 tvpe#4 tvpe#5 Tult �lb/ft� 3600.0 5000.0 4 Durability reduction factor,RFd 1.10 1.10 � Installation-damage reduction factor,RFid 1.20 1.20 � Creep reduction factor,RFc 1.55 1.55 N/A N/A N/A Fs-overall far strength N/A N/A ! Coverage ratio,Rc 1.000 1.000 + Cds=tan(ro)/tan(Phi.reinfarced) 0.62 0.62 Ci 0.80 0.80 N/A N/A N/A k Variation of Lateral Earth Pressure Coefficient With Depth Z K/Ka K/Ka ; 0.0 1.0 2.0 3.0 0 ft 1.00 0 �I 33 ft 1.00 6.6 ft 1.00 Z[ftl 6.6 ; 9.8 ft 1.00 13.1 ft 1.00 9.8 16.4 ft 1.00 I19.7 ft 1.00 16. __ 26. - - , - _ __ �. 32.8 -- � �� I� � �u,�,�._ ��,E.,�„� ,� ,�, ..z .. �.. �,. � q�� NORTH DAY LOT Page 3 of 11 � Copyr�ght�1998-2007 ADAMA Engineenng In� License number MSEW 301671 II � MSEW--Mechanically Stabilized Earth Walls NORTH DAY LOT i Present Date/Time: Tue Aug 31 153927 2010 N:�Projects�2009\65095812\Submittal VI-Revised Grading PIan�IvISEW Calc\WAI.L 1 STA 1+OO.BEN INPUT DATA: Facia and Connection (Analysis) FACIA type: Facing enabling frictional connection of reinforcement(e.g.,modular concrete blocks,gabions) Depth/height of block is 1.00/0.67 fr. Horizontal distance to Center of Gravity of block is 0.49 ft. " Average unit weight of block is ye= 120.00 lb/ft' � Top of wall Z/Hd To-static/Tmax Z/Hd 0.00 , , � 0.25 , , I 0.00 1.00 0.50 - 0.25 1.00 ' ', 0.50 1.00 0.75 __ . , + 0.75 1.00 1.00 ' ' ' ', ' , I 1.00 1.00 1.00 0.90 0.80 0.70 0.60 0.50 I. To-static/Tmax � Peak Strength Criterion Geogrid Type#1 Geogrid Type#2 Geogrid Type#3 Geogrid Type#4 Geogrid Type#5 � Weight�'> ��> Weight Weight Weight Weight of Tultconn of Tultconn of Tultconn of Tultconn of Tultconn blocks blocks blocks blocks blocks , 0.0 1467.00 0.0 877.00 406.0 1534.00 729.0 1252.00 N/A N/A N/A � 798.0 1514.00 2188.0 1975.00 2016.0 2023.00 2931.0 2401.00 I 3357.0 2491.00 4396A 2552.00 Service Strength Criterion @ 3/4" i Geogrid Type#1 �3> Geog�-id Type#2 Geogrid Type#3 Geogrid Type#4 Geogrid Type#5 ` Weight Tconn Weight Tconn Weight Tconn Weight Tconn Weight Tconn of @ 3/4" of @ 3/4" of @ 3/4" of @ 3/4" of @ 3/4" blocks blocks blocks blocks blocks 0.0 967.00 0.0 877.00 406.0 987.00 729.0 1135.00 N/A N/A N/A �, 789.0 1136.00 2188.0 1796.00 � 2016.0 1420.00 2931 A 2106.00 3357.0 1795.00 4396.0 2552.00 Ultimate Strength Criterion Service Strength Criterion Weight Weight of Vu �'� of Vu' �s� blocks blocks , 0.0 900.00 0.0 900.00 � 267.0 1055.00 267.0 1055.00 1245.0 1566.00 1245.0 1566.00 1662.0 1800.00 1662.0 1800.00 �i>�z>�s��a��s� Weight of blocks,Tultconn.,Tconn@3/4",Vu and Vu'are in[lb/ft] i, �� D A T A (for connection only) Type#1 Type#2 Type#3 Type#4 Type#5 Product Name Strata SG.. Strata SG.. N/A N/A N/A Durability reduction factor,RFd 1.00 1.00 N/A N/A N/A �� Creep reduction factor,RFc 1.00 1.00 N/A N/A N/A Overall factor of safety: connection break,Fs N/A N/A N/A N/A N/A I Overall factor of safety: connection pu1lout,Fs N/A N/A N/A N/A N/A I � � � i �w,.,,�_ w,� �w,r ,�,,,,._� �...... .... ... ..�u �.�w,�,� ,W,._.�,_,�,,.. ..� .w,��,� ,. Eu.� �v=EUm„ ,=E ,no,, ,E ,m„ F ye,o„=� R�„�,s „f,,, �„ N, �,_..,�. .�, ., � NORTH DAY LOT Page 4 of 1 1 � Copynght�1998-2007 ADAMA Engineering,Inc. License number MSEW-301671 � �m�,o.��,�m��o.��,00,o,��,��,��o�s��,��ous��,00,a,��,�m��a�s��m��oMS��,�,o,��,�m��o�s�,��.o.,��m��oxs�,�m �o�s�,��,�3ous��m�,o,��m��ous��m�>a,��,��.m.o,��,��,�oHS�,��,�>o.,�,�wm>o.��,�moo,o MSEW--Mechanically Stabilized Earth Walls NORTH DAY LOT j Present Date/Time� Tue Aug 31 153927 2010 N:�Projects�2009\65095812\Submittal VI-Revised Grading PIan�MSEW Calc\WAI,L 1 STA 1+OO.BEN � INPUT DATA: Geometry and Surcharge loads (of a SIlVIPLE STRUCTiJRE) Design height,Hd 632 [ft] {Embedded depth is E= 1.22 ft,and height above top of finished k bottom grade is H=5.10 ft} � Batter, w 0.0 �deg� !� Backslope, R 26.6 �deg] Backslope rise 8.0 [ft] Broken back equivalent angle,I=26.60° I j UNIFORM SURCHARGE � Uniformly distributed dead load is OA[]b/ft 2] � �, ANALYZED REINFORCEMENT LAYOUT: I �. `. � � � � , r P i� �iN" i i�� N '�I� SCf�.E: � 0 2 4 6[ft] � � k �� ,.�....0 Q �,.�E,,..,,.,�.,.. .s�„�. ., .�,�..�E., „u,._,� tN,�:�,,, t �.�, .,u, Ru,,.,,.,. st,,,�a», <.,n �.,�,o_„E� >E �.�� ,a� .,,,, „��m,. ,�.� �,�w,-.� E„�.,,u., . .. , � NORTH DAY LOT Page 5 of 1 1 �� Copyright C� 1998-2007 ADAMA Engineering,Ina License number MSEW 301671 MSEW--Mechanically Stabilized Earth Walls NORTH DAY LOT � Present Da[e/Tvne: Tue Aug 31 153927 2010 N:�Projects�2009\65095812\Submittal VI-Revised Grading P1anU�iSEW Calc\WAI,L 1 STA 1+OO.BEN ANALYSIS: CALCULATED FACTORS(Static conditions) ' Bearing capacity,Fs=9.50,Meyerhof stress= 1260]b/ft2. Foundation Interface:Direct sliding,Fs= 1.639,Eccentricity, e/L=0.1245,Fs-overturning=331 � GEOGRID CONNECTION Fs(a�3/4° Fs-peak Fs-overall Geogrid Pullout Direct Eccentricity Product # Elevation Length Type �service �failure �geogrid strength resistance sliding e/L name [ft] [ft] # criterion] criterion] strength] Fs Fs Fs 1 0.67 7.00 1 2.73 3.79 4.39 4390 12.207 1.608 0.1009 Strata SG200 � 2 2.00 7.00 1 3.38 5.01 5.77 5.766 10.511 1.929 0.0558 Strata SG200 3 333 7.00 1 4.65 7.21 8.31 8307 8.714 2.409 0.0105 Strata SG200 4 4.67 7.00 1 6.83 10.49 12.31 12311 5.602 3.202 -0.0432 Strata SG200 e GLOBAL/COMPOiJND STABILITY ANALYSIS (Using Bishop method and ROR=0.0) For the specified search grid, the calculated minimum Fs is 1.523 (it corresponds to a critical circle at Xc=-435,Yc=28.29 and R=28.62[ft]). r^'. I �". 'I�. i �,_. � I� � �� Ir I, , .�.��,F., ,,.,t.,�.w ��.,,�� ,. . ._,�w ,.,,,, .. �.,�,�,, . �E ��,.. ,,. ,�„�., � .,,N w „�,,,R .U,.:w, ,,, ,,,,,,,,, ,..� � NORTH DAY LOT Page 6 of 1 I � Copyright�1998-2007 ADAMA Engineering,Ina License number MSEW-301671 I � �m��oM=��m�,o�,�mw�o��oMS��m�>a��m,o.��,aW=��mm3o��.n�,o��R�,oN��no3ou=��mno�aWS��mm,a�s�,��,o��,�N��oMS��o��Rm>a��mw,o��ww,o��o��moo,o��m�3o MSEW--Mechanically Stabilized Earth Walls NORTH DAY LOT i Present DatdTime: Tue Aug 31 153927 2010 N:�Projects�2009\65095812�Subrtrittal VI-Revised Caading P1an�IvISEW Calc\WALL 1 STA 1+OO.BEN � —_ � � .. .. . .. . �.. mw.. m .. m�. m�. �. BEARING CAPACITY for GIVEN LAYOiTT STATIC SEISMIC LTNITS � (Water table does not affect bearing capacity) Ultimate bearing canacity,q-ult 11968 N/A �lb/ft z� � Meyerhof stress, 6v 1260.1 N/A �lb/ft�] Eccentricity, e 0.87 N/A [ft] Eccentricity, e/L 0.124 N/A Fs calculated 9.50 N/A � Base length 7.00 N/A [ft] � r� �b M-� r• � �. r, �..: �° �i �; �y; � = � # ,�� x:;:.. =,� � E,=� � � r�o�-.,� I� � g i I � xcj�� s � � � �. � �� . "� �� ,��.�i 3 � ^ �� }�v g "r" —�a.g p' � 1 ��.'F' t � w s h; I�. II ' SCALE: � ,� 0 2 4 6[ft] � li � ., �,.� ,�. ,F,.,,,., � �,�,� F„R�., ,,,�. .,W ..,.�r�.� �.,,,,��. .,�,.. .., ,>,>>�..�,. ,w.�. .,�,.,_,�,t a,�,wE �n,,�,sE . �.,�t ,.�e �,_w,,,, , ,,, ,,,,,, w,�_ �„a,u�,� � � NORTH DAY LOT Page 7 oY 11 ,� Copyright OO 1998-2007 ADAMA Engineering Inc. License number MSEW-301671 MSEW--Mechanically Stabilized Earth Walls NORTH DAY LOT i Present Date/Time: Tue Aug 31 153927 2010 N:�Projects�2009\65095812\Submittal VI-Revised Grading PIan�IviSEW Calc\WALL 1 STA 1+OOBEN _ _ � � � . . .. .. . .. .. .. .. . . m . � mw m� . .�� m� DIItECT SLIDING for GIVEN LAYOUT + (for GEOGRID reinforcements) � Along reinforced and foundation soils interface: Fs-static= 1.639 i # Geogrid Geogrid Fs Fs Geogrid Elevation Length Static Seismic Type # Product name � [ft] [ft] 1 0.67 7.00 1.608 N/A 1 Strata SG200 � 2 2.00 7.00 1.929 N/A 1 Strata SG200 3 3.33 7.00 2.409 N/A 1 Strata SG200 �� 4 4.67 7.00 3.202 N/A 1 Strata SG200 � ECCENTRICITY for GIVEN LAYOUT At interface with foundation: e/L static=0.1245;Overturning:Fs-static=3.31 , # Geogrid Geogrid e/L e/L Geogrid � Elevation Length Static Seismic Type # Product name [ft] [ft] 1 0.67 7.00 0.1009 N/A 1 Strata SG200 2 2.00 7.00 0.0558 N/A 1 Strata SG200 3 3.33 7.00 0.0105 N/A 1 Strata SG200 4 4.67 7.00 -0.0432 N/A 1 Strata SG200 h e� � r �� .� �� lir � � I I�� !� �, .,�,�..,_ �u��..w��m. ,.:�,.�. �,��.,:, ,�_,�.-:,, ��>�.,�•.,u3o„E ��.,�o .,�.,��,�-,�,�a ,Ew�� ,�,�W�� ,�a.,,��o„�. ,.,mw .sE �,w., ,E .,��ti� .,�,o,,. ,,,t„�,W,.�,o � NORTH DAY LOT Page 8 of 11 ,� Copyright�1998-2007 ADAMA Engineering,Ina License number MSEW-301671 ! I MSEW--Mechanically Stabilized Earth Walls NORTH DAY LOT i, Presrnt Date/Time: Tue Aug 3t 153927 2010 N:�Projects�2009\65095812\Submittal VI-Revised Grading P1anVvISEW Calc\WALL 1 STA 1+00.BEN �I RESiJLTS for STRENGTH � # Geogrid Tavailable Tmax Tmd Specified Actual Specified Actual , Elevarion [lb/ft] [lb/ft] [lb/ft] minimum calculated minimum calculated Product [ft] Fs-overall Fs-overall Fs-overall Fs-overall name static static seismic seismic 1 0.67 1760 400.76 N/A N/A 4.390 N/A N/A Strata SG200 � 2 2.00 1760 305.14 N/A N/A 5.766 N/A N/A Strata SG200 � 3 3.33 1760 211.81 N/A N/A 8.307 N/A N/A Strata SG200 4 4.67 1760 142.92 N/A N/A 12.311 N/A N/A Strata SG200 4 RESULTSforPULLOUT � # Geogrid Coverage Tmax Tmd Le La Avail.Static Specified Actual Avail.Seism. Specified Actual Elevation Ratio [Ib/ft] [lb/ft] [ft] [ft] Pullout,Pr Static Static Pullout,Pr Seismic Seismic [ft] [Ib/ft] Fs Fs [lb/ft] Fs Fs 1 0.67 1.000 400.8 N/A 5.35 0.65 4892.0 N/A 12.207 N/A N/A N/A a 2 2.00 1.000 305.1 N/A 4.07 1.93 3207.3 N/A 10.511 N/A N/A N/A 3 3.33 1.000 211.8 N/A 2.79 3.21 1845.8 N/A 8.714 N/A N/A N/A 4 4.67 1.000 142.9 N/A 1.50 4.50 800.7 N/A 5.602 N/A N/A N/A � � � �,"'° � �__ � ,��"' ,� NORTHDAY LOT�.�. .�..,.__�t .o,��,,. .. .�.�,.w,�,r ..., � ,��,.�� ,�.�r,.� �,,,.,� ,� �W,„_a. �. �„_, . ��u,� >>„F ,.., . ,m...,... „ ,.,SE�� Page�9 of�11 �� Copyright OO 1998-2007 ADAMA Engineermg Inc License number MSEW-301671 I MSEW--Mechanically Stabilized Earth Walls NORTH DAY LOT il Present Date/Time. Tue Aug 31 15 39 27 2010 N�Prujects�2009\65095812\Subm�ttal VI-Rev�sed Grading Plan�1SEW Calc\WALL]STA 1+OO.BEN i RESULTS for CONNECTION(staric conditions) # Geogrid Connection FS-Bulging Available Available Available Fs-overall Fs-overall Fs-overall Elevation force,To connection connection Geogrid connection connection Geogrid Product [ft] [Iblft] Peak Deformation strength, strength, strength, peak service strength name ' Tcl-failure Tcs-service Tavailable criterion criterion [Ib/ft] Specified Actual Specified Actual Specified Actual [Ib/ft] [Iblft] 1 0.67 401 6.76 6.76 1520 1093 1760 N/A 3.79 N/A 2.73 N/A 4.39 Strata SG200 2 2.00 305 8.42 8.42 1528 1031 1760 N/A 5.01 N/A 338 N/A 5.77 Strata SG200 ; 3 333 212 11.68 ll.68 1526 985 1760 N/A 7.21 N/A 4.65 N/A 8.31 Strata SG200 4 4.67 143 14.04 14.04 1500 977 1760 N/A 10.49 N/A 6.83 N/A 12.31 Strata SG200 � � �.. w, � N' � �i'" W- � � � �,;r I , �"' NORTH DAY LOT .,�,r ._�_�,,,,�� ..�_ ,»,.. �..>�,�.w ,� .�_��>r �� ,,,, ,m��_.�E ,t �.,r�,�..� ,,,.,,, . ,.., ,.�_,>,E�Page'10 of 11 I� Copyright OO' 1998-2007 ADAMA Engmeermg Inc License number MSEW 301671 I � �mw�oM=��,oN��m�,o��m�3o��m�o�.,�mw�a��,o�s�,��o�s��m�3o��woo,a�s�,�m�3o�s��m��o�s��m�,o��,��a�s��m�3o��mw>o��3o�s��m�,o��mm,oN=��m,oM�.��a�s�,��w3o MSEW--Mechanically Stabilized Earth Walls NORTH DAY LOT 1*. Presrnt DatelTime: Tue Aug 3t 153927 2010 N:�Projects�2009\65095812�Submittal VI-Revised Grading Plan�MSEW Calc\WAI,L 1 STA 1+OO.BEN Y GLOBAL/COMPOUND STABILITY ANALYSIS (Using Bishop method and ROR=0.0) 1 � + Far the specified search grid, the calculated minimum Fs is 1.523 � (it corresponds to a critical circle at Xc=-435,Yc=28.29 and R=28.62 �ft�where(x=0,y=0)is taken at the TOE or Xc= 105.01,Yc= 1028.29 and R=28.62[ft]when the terrain coordinate system is used as shown in the table below.) � TERRAIN/WATER PROFILE � Point #1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 } Soil layer#1: y = 128.00[lb/ft 3] � =31.0° c=0.00�lb/ft�� x�ft� 0.0 6.6 13.1 19.7 26.2 275.6 282.1 288.7 295.3 311.7 328.1 �� y[ft] 1001.2 1001.2 1001.2 1001.2 1001.2 1000.0 1000.0 1000.0 1000.0 1065.6 1065.6 �_. � I I � � �A- '�. �.,,._._ o� ,>_ ,. ... 5_ ,�u�.�,�„ � ,Ee„� ,,��,o_,=E � a.oE„� w�ti,�� .,� �.,E ,,w_,�,F �o,�_�E� R,Na,< ,E a _,� .,,�� ,.,�„�� ,�, ,�Fw .N „��,�,u:,,. �'� NORTH DAY LOT Page 11 of ]1 �. Copyright�1998-2007 ADAMA Engineering,Inc. License number MSEW-301671 �, �o��m��aMS�,�m��a�,��o��,��m�a��o��mm,o��,��m>o��wm w�m�,a�s��.nw,a��.a��m�,oMS��mw3o��m�,oMS��m��a��,a��mm�a��30��a�s��mm3oM��m3o MSEW--Mechanically Stabilized Earth Walls NORTH DAY LOT I,.� Present Date/Time: Tue Aug 31 15:40:04 2010 N:�Projects�2009\65095812\Submittal VI-Revised Grading PIan�fSEW Calc\WALL 1 STA 1+13.BEN �+ M � � M-� �, NCMA DESIGN METHOD � NORTH DAY LOT , PROJECT IDENTIFICATION fi Title: NORTH DAY LOT , Project Number: 65095812 Client: ALPINE ENGINEERING,INC. � Designer: JKT Station Number: WALL 1,STA 1+13 � Description: �� , Company's information: , Name: Terracon Consultants,Inc. Street: 4685 South Ash Ave,Suite H-4 Tempe,AZ 85282 ,. Telephone#: 480-897-8200 Fax#: 480-897-1133 E-Mail: tmkapita@terracon.com , Original file path and name: N:�Projects�2009\65095812\Submittal VI-Revised Grading..... .....\WALL 1 STA 1+13.BEN Original date and time of creating this file: k PROGRAM MODE: ANALYSIS � of a SIMPLE STRUCTCJRE using GEOGRID as reinforcing material. �. �^ ra Rw Y � a n a � �CopYnght��1998 2007 �,�.,,,.,�.. ,.._�.,,. ,,,._��o,w,.,.,. ,.,u,..�_ ��,s.W� .,,� � �,�,o� ,_,,,��a.. „�,o.,.� �,,,��,�.. �30 ,EU,a a� ,�,e,,. �,., .. ,..,�... ..�E„�„R,,,: �' � NORTH DAY LOT Page 1 of 11 � ADAMA Engineermg,Inc. License number MSEW 301671 MSEW--Mechanically Stabilized Earth Walls NORTH DAY LOT 1� Present DatdTime: Tue Aug 31 15:40:04 2010 N:�Projects�2009\65095812\Submittal VI-Revised Grading PlanUviSEW Calc\WALL 1 STA 1+13.BEN � � SOIL DATA REINFORCED SOIL � Unit weight, y 125A lb/ft' Design value of internal angle of friction, � 32.0° i: RETAINED SOIL Unit weight, y 128.0 lb/ft 3 Design value of internal angle of friction, � 31.0° FOLJNDATTON SOIL(Considered as an equivalent uniform soil) � Equivalent unit weight, �y eq,,;�. 128.0 lb/ft 3 Equivalent internal angle of friction, �eq,,;,,. 31.0° Equivalent cohesion, c eq�� O.O lb/ft 2 � Water table does not affect bearing capacity LATERAL EARTH PRESSURE COEFFICIENTS Ka(internal stability)=0.4561 Inclination of internal slip plane, tV=46.04°. Ka(external stability)=0.5093 BEARING CAPACITY Bearing capacity coefficients(calculated by MSEW): Nc=32.67 N y=25.99 SEISMICITY Not Applicable k � � '. i I I�,: � I�I i� ' I ,.....>,,,_ .ti,�,_.,. .. ,,.�.:.,� , ,..,:. . ...„, ..,_u H.. E R„,�..�r �.0,� 9�,.W�..� ,.�,. .,E R,u„�� ,�,o,�� a,a .,�E ., E ,... ,�� .w.�_„ il.,o.,E„ .,.,, E ,,...,.,, I ,„_ .il .n.,,.,. � , , .�,. � NORTH DAY LOT Page 2 of 11 �' � Copyright� 1998-2007 ADAMA Engineenng Inc License number MSEW 301671 � �mw,o.��,�mno�ox=�,��,m�a��,��>o,��mw,o��,m�aWS��wm,a.��,�m��o.�.,�mm,o�s�,��,�3oNS�,�m�3oMS�,�mm3ous�,��,��o,��,�m�,o.��,��m�oN�w��,a,��,��,��0�5��3oN=�,��.m.o,��,�,�oHS��m�3o„s�,�ww,a MSEW--Mechanically Stabilized Earth Walls NORTH DAY LOT l•.. Present DatdTime�. Tue Aug 31 15:40:04 2010 N:�Projecls�2009\65095812\Submittal VI-Revised Grading Plan\MSEW Calc\WAL.L 1 STA 1+13BEN I i INPUT DATA: Geogrids (Analysis) � '�I D A T A Geogrid Geogrid Geogrid Geogrid Geogrid i tvpe#1 tvpe#2 tvpe#3 tvt�e#4 tvpe#5 Tult �lb/ft� 3600.0 5000.0 Durability reduction factor,RFd 1.10 1.10 Installation-damage reduction factor,RFid 1.20 1.20 Creep reduction factor,RFc 1.55 1.55 N/A N/A N/A Fs-overall far strength N/A N/A �< Coverage ratio,Rc 1.000 1.000 i� Cds=tan(ro)/tan(Phi.reinforced) 0.62 0.62 Ci 0.80 0.80 N/A N/A N/A � � I Variation of Lateral Earth Pressure Coefficient With Depth Z K/Ka K/Ka 0.0 1.0 2.0 3.0 0 ft 1.00 0 i. 3.3 ft 1.00 Z[ft] 6.6 ft 1.00 6.6 ' ._..... _ ; 9.8 ft 1.00 13.1 ft 1.00 9.8 16.4 ft 1.00 19.7 ft 1.00 16. ____ � 26. ' 32.8 �° i � ;�,"" � � �� .,, ,�,v,n,., , a�,.,�.t .�,,=EW,. .� ,t„�_�. ,t,�.._�.. ,.w ..�,,, .,�_�,,,� ,,,,,�,�,,,,u . _.»�.� ..u,�_��o � NORTH DAY LOT �� Page 3 of 11 ` Copyright�1998-2007 ADAMA Engineenng,lnc. License n��mber MSEW-301671 4�, ' MSEW--Mechanically Stabilized Earth Walls ��30MS�Vm�'o��Vmw,o��Vmm,ONg�Vm�io��Vm�,oNNORTH DAY LOT ��^ Present DateJTime: Tue Aug 31 15:40:04 2010 N:\Projects�2009\65095812�.Submittal VI-Revised Grading Plan�IvISEW Calc\WALL 1 STA 1+13.BEN Ys INPUT DATA: Facia and Connecrion (Analysis) � FACIA type: Facing enabling frictional connection of reinfarcement(e.g.,modular concrete blocks,gabions) Depth/height of block is 1.00/0.67 ft. Horizontal distance to Center of Gravity of block is 0.49 ft. '� Average unit weight of block is 'ye= 120.00 lb/ft' P �� To ofwall Z/Hd To-static/Tmax Z/Hd 0.00 , , �� 0.25 � �� 0.00 1.00 0.50 - + 0.25 1.00 -- , ' 0.50 1.00 0.75 . :__ . . �� 0.75 1.00 1.00 ' ,� , ' 1.00 1.00 , 1.00 0.90 0.80 0.70 0.60 0.50 To-static/Tmax i, Peak Strength Criterion Geogrid Type#1 Geogrid Type#2 Geogrid Type#3 Geogrid Type#4 Geogrid Type#5 r Weight�'� �z� Weight Weight Weight Weight ��, of Tultconn of Tultconn of Tultconn of Tultconn of Tultconn blocks blocks blocks blocks blocks 0.0 1467.00 0.0 877.00 , 406.0 1534.00 729A 1252.00 N/A N/A N/A 798A 1514.00 2188.0 1975.00 2016.0 2023.00 2931.0 2401.00 � 3357.0 2491.00 4396.0 2552.00 ! Service Strength Criterion @ 3/4" � Geogrid Type#1 �3> Geogrid Type#2 Geogrid Type#3 Geogrid Type#4 Geogrid Type#5 j Weight Tconn Weight Tconn Weight Tconn Weight Tconn Weight Tconn 'i of @ 3/4" of @ 3/4" of @ 3/4" of @ 3/4" of @ 3/4" blocks blocks blocks blocks blocks 0.0 967.00 0.0 877.00 � 406.0 987.00 729.0 1135.00 N/A N/A N/A ', 789.0 1136.00 2188A 1796.00 �, 2016.0 1420.00 2931.0 2106.00 3357.0 1795.00 4396.0 2552.00 Ultimate Strength Criterion Service Strength Criterion Weight Wei ht ��' of Vu �4� of g Vu' �� blocks blocks � 0.0 900.00 0.0 900.00 i�. 267.0 1055.00 267.0 1055.00 1245.0 1566.00 1245.0 1566.00 1662.0 1800.00 1662.0 1800.00 I� ��'� �i>�z>�s��a��s� Weight of blocks,Tultconn.,Tconn@3/4",Vu and Vu'are in [lb/ft] P i' j� D A T A (for connection only) Type#1 Type#2 Type#3 Type#4 Type#5 �""' Product Name Strata SG.. Strata SG.. N/A N/A N/A I� Durability reduction factar,RFd 1.00 1.00 N/A N/A N/A Creep reduction factor,RFc 1.00 1.00 N/A N/A N/A Overall factor of safety:connection break,Fs N/A N/A N/A N/A N/A � Overall factor of safety:connection pullout,Fs N/A N/A N/A N/A N/A �i I' � �� ! �r �.,.Ew, w,� ,�,.,. ,,,.. ,. ��_,.,,� ..:.�._� ..::,��. .::;�,.sEU ��EU,.�,. ,s�,._�„� �,�>��E ,_a.�>��,. ,�,=�,m�� =u,.:.:��„ , ,;>.�.. �. :..�,:.. w,<,,.;� I� NORTH DAY LOT Page 4 oY' 11 Copynght�1998-2007 ADAMA Engmeenng Inc License number MSEW 301671 � � . � � �,� � �.. . .� � . � � � I � . MSEW--Mechanically Stabilized Earth Walls NORTH DAY LOT I��. Present DatelTime Tue Aug 31 15.40;04 2010 N��Projects�2009\65095812�Subrrrittal VI Revised GracLng PIan�IviSEW Calc\WALL 1 STA 1+13.BEN 1NPiTT'DATA: Geometry and Surcharge loads (of a SIMPLE 5TRUCTLTRE) � Design height,Hd 4.33 [ft] {Embedded depth is E=OJ9 ft,and height above top of finished � bottom grade is H=3.54 ft } Batter, w 0.0 �deg� !° Backslope, (3 26.6 �deg] Backslope rise 8A [ft] Broken back equivalent angle,I=26.60° �� UNIFORM SURCHARGE Uniformly distributed dead load is 0.0[lb/ft z] � �„ � ANALYZED REINFORCEMENT LAYOUT: , � � r i i � i: � ' � �� __—_._--_— __._..__...__._—_ � r �_�: ":: ':� �.:-- :.F ;=x- �.�y �Y .-�'-- �=f" ' �'. � Ir SCAI,E: i I�. I ! 0 2 4 6[ft] � � � I �r ' ,.,�.�_ ,W,..,� _�.,. .,. .,�_,�._�, . .,,�E,,.. � ,,,,�� ,,,.,,,>. _.�,:,:,, ,.,�w,�- �.,,,�_�_ ,. . �.v ,. .�,.tN� �o��,e..,�,� � NORTH DAY LOT Page 5 oY 11 � Copyright�1998-2007 ADAMA Engineenng Inc License number MSEW 301671 n ��,eo,a„s�,�mm�oxs��,m,o.,��,�moo,o,��,m,a��.�,a,��mw,o.,��.� ��,m3o.,��m��a,��.�3oMS��.m3o�s�,�m�3oMS��mno�o..�,��,�3o„s��,�,o„s��,��ous�,��,��o„s��.ne�o��,��,a.,�,�mm.a„s�.��,�30 MSEW--Mechanically Stabilized Earth Walls NORTH DAY LOT i Present Date/Time: Tue Aug 31 15:40:04 2010 N:�Projec[s�2009\65095812�Submittal VI-Revised Grading P1an�IvfSEW Calc\WAI.L 1 STA 1+13.BEN � m � � � ANALYSIS: CALCULATED FACTORS(Static conditions) �' Bearing capacity,Fs= 15.77,Meyerhof stress=788 lb/ftz. Foundation Interface:Direct sliding,Fs= 1.956,Eccentricity, e/L=0.0562,Fs-overturning=5.14 r � GEOGRID CONNECTION Fs(a�3/4" Fs-peak Fs-overall Geogrid Pullout Direct Eccentricity Product � # Elevation Length Type �service �failure �geogrid strength resistance sliding e/L name � [ft] [ft] # criterion] criterion] strength] Fs Fs Fs '` 1 0.67 7.00 1 4.92 7.53 8.65 8.650 17.510 2.141 0.0337 Strata SG200 �, 2 133 7.00 1 6.55 10.16 11.71 11.707 18.918 2.404 0.0109 Strata SG200 3 2.67 7.00 1 6.78 10.40 12.21 12.205 11302 3.194 -0.0427 Strata SG200 r ' GLOBAL/COMPOITND STABILITY ANALYSIS (Using Bishop method and ROR=0.0) � For the specified search -�id�the calculated minimum Fs is 1.559 (it corresponds to a critical circle at Xc=0.33,Yc=24.61 and R=24.78 [ft]). � �� z. .. �, �� , i� .,,- '�r � I� �� I� � ,_ ._e .�.u..�_ W,.,��.,_ .,t,,,.. w. _ _. ,�>„� �,a,E�a.. _.��.n�,�_ . ,�„o>,=r � � �u_,.�t��.,. �E�,..,�u �F�,.��,o, ,,,,,,,, ,, ,,,„�„- t,,,.._,�.:,� � NORTH DAY LOT Page 6 of 11 Copynght G�` 1998 2007 ADAMA Engmeenng Inc L�cense number MSEW-301671 ' MSEW--Mechanically Stabilized Earth Walls �'o��V��,o��VmW30N5�V�,o��VAO��o��VA�30N�Vm��a��V�n�i�.NORTH DAY LOT �. Pre�s�n�Date/T�e: Tue Aug 31 l5:40:04 2010 N:�Projects�2009\65095812\Submittal VI-Revised Grading PIanU14SEW Calc\WALL 1 STA 1+13.BEN � BEARING CAPACITY for GIVEN LAYOUT � { STATIC SEISMIC ITNITS +- (Water table does not affect bearing capacity) I LJltimate bearing canacity,q-ult 12424 N/A �lb/ft 2� �- Meyerhof stress, 6� 787.6 N/A (Ib/ft z] � Eccentricity, e 039 N/A [ft] Eccentricity, e/L 0.056 N/A Fs calculated 15J7 N/A � Base length 7.00 N/A [ft] i� i '�._ � }: ;. ��: %�,.= ¢ ,x � tir: �, , � y-, � . �,; - � ,. � �, a � - , � � . �� ,� , _ � � 'i ! �� - � i �n' �, i6 ri �s ' � ��; �v� � � e � ;��., � �'^ x :�w ?�` a r �, �"+k ��,.,' n- g -� 9 I� : � .. . ..rer.�r.-�... _<. ''�. .-ti-�* :��- � � __ It � � ' i'� � ;� SCALE: I i 0 2 4 6[ft] ;� I�� I, ,�,,,H ,-N,.... E„,.,, r,w, �.,u . , .,�„�.. ..�.r,.�, .. ,,:,,., ,..,��, ,�=FU,�� E.,,.«:.. ,.,. ,��, ,:,,,,,. ,.>EU,�,� ...,,..�u �,�„s u ,�.,,EU,._ ��,�,.,� NORTH DAY LOT Page 7 of l l I� Copyright C�1998-2007 ADAMA Engineering,Inc. License number MSEW-301671 I MSEW--Mechanically Stabilized Earth Walls N�V�;o��Vm�30��Vm�30us�Vm�30��Vm�'o��VAW?o��Vmm�oMNORTH DAY LOT —Present Date%Time: Tue Aug 31 15:40:04 2010 N:�Projects�2009\65095812\Submittal VI-Revised Grading PIanU�iSEW Calc\WALL 1 STA 1+13.BEN _— DIltECT SLID ING f or G NEN LA . YO iJT' , (for GEOGRID reinforcements) Along reinforced and foundation soils interface: Fs-static= 1.956 �. # Geogrid Geogrid Fs Fs Geogrid I Elevation Length Static Seismic Type # Product name �' [ft] [ft] 1 0.67 7.00 2.141 N/A 1 Strata SG200 2 1.33 7.00 2.404 N/A 1 Strata SG200 3 2.67 7.00 3.194 N/A 1 Strata SG200 : ECCENTRICITY for GIVEN LAYOUT � w At interface with foundation: e/L static=0.0562;Overturning:Fs-static=5.14 �" # Geogrid Geogrid e/L e/L Geogrid Elevation Length Static Seismic Type # Product name [ft] [ft] 1 0.67 7.00 0.0337 N/A 1 Strata SG200 2 1.33 7.00 0.0109 N/A 1 Strata SG200 3 2.67 7.00 -0.0427 N/A 1 Strata SG200 � �+ � � � � '� ;�� '� I I� PYrg ..N.�,,.,_ ,.,u.. ,�,..,,.., �.. ..w. ,:,.� ,�„�.,._w .sN,.w.:: ......:.... � ,�,�,,,, :�,.,�,.,,�u .z�,.nG,�� u,�. ,,,_x,.. ,..,.., ,�.� . . NORTH DAY LOT Page 8 of 11 � ADAMA Engmeeri�g Inc. W-301671 � Co i ht O 1998-2007 License number MSE MSEW--Mechanically Stabilized Earth Walls ��'°Ng�Vm�;O��Vmm30N$�Vmw'oN3�V��aN��VA��oN�VA�� NORTH DAY LOT Present Date/Time: Tue Aug 31 15:40:04 2010 N:�Projects�2009\65095812\Sulmtittal VI-Revised Grading PlanUofSEW Calc\WALL]STA 1+�3.BEN RESULTS for STRENGTH # Geogrid Tavailable Tmax Tmd Specified Actual Specified Actual ;_ Elevarion []b/ft� [lb/ft] [lb/ft] minimum calculated minimum calculated Product ' [ft] Fs-overall Fs-overall Fs-overall Fs-overall name static static seismic seismic i 1 0.67 1760 203.40 N/A N/A 8.650 N/A N/A Strata SG200 i 2 1.33 1760 150.30 N/A N/A 11.707 N/A N/A Strata SG200 u� 3 2.67 1760 144.16 N/A N/A 12.205 N/A N/A Strata SG200 RESULTS for PULLOUT u, # Geogrid Coverage Tmax Tmd Le La Avail.Static Specified Actual Avail.Seism. Specified Actual ��"" Elevation Ratio [lb/ft] [lb/ft] [ft] [ft] Pullout,Pr Static Static Pullout,Pr Seismic Seismic I� �� [lb/ft] Fs Fs [lb/ft] Fs Fs �. 1 0.67 1.000 203.4 N/A 5.35 0.65 3561.5 N/A 17.510 N/A N/A N/A ' 2 1.33 1.000 1503 N/A 4.72 1.28 28433 N/A 18.918 N/A N/A N/A �, 3 2.67 1.000 144.2 N/A 3.43 2.57 16293 N/A 11.302 N/A N/A N/A �,,.. I.. I,. ;u .. � ,�,, �.. � � �ww ��, i�I I� ,PY"g . , .. . u..�,>,_ ,,..,Ew.. ,,EU ,.,.,E,..0 ,Ew,.._,:,,, ,�„�,,� w,o�.;�,,, �,EU,R;,� �,.��,�.o,. .. �,�,��t, .,� �,,H... .E„.._�:,. � Page 9 of 11 � NORTH DAY LOT ADAMA Engineermg Inc License number MSEW-301671 Co ht G�1998-2007: � . � . . �. �,. . , MSEW--Mechanically Stabilized Earth Walls ��V mpi30�V mW30M$�Vm�30M5�V�;o��Vm�3oNg�Vm�,oNS�VA�13pN$�Vm�>o NORTH DAY LOT , PresNn�Date/7'sme: Tue Aeug 31 15:40:04 2010 N:�Projects�2009\65095812\Submittal VI-Revised Grading Plan�iSEW Calc\WALL 1 STA 1+�3.BEN � � � RESiTLTS for CONNECTION(static condirions) # Geogrid Connection FS-Bulging Available Available Available Fs-overall Fs-overall Fs-overall Elevation force,To connection connection Geogrid connection connection Geogrid Product [ft] [Ib/ft] Peak Deformation strength, strength, strength, peak service strength name i Tcl-failure Tcs-service Tavailable � criterion criterion [Iblft] Specified Actual Specified Actual Specified Actual [Ib/ft] [Iblft] �- 1 0.67 203 18.69 18.69 1532 1000 1760 N/A 7.53 N/A 4.92 N/A 8.65 Strata SG200 2 133 150 11.64 11.64 1526 985 1760 N/A 10.16 N/A 6.55 N/A 11J1 Strata SG200 � 3 2.67 144 13.88 13.88 1500 977 1760 N/A 10.40 N/A 6.78 N/A 12.21 Strata SG200 ��. i� ,�. � .. �,. i� .... � �' . � �� r ��. �.� i� � � ' �� II� � „,�,. .�,,��o, .,.«,. ,��_��W ,ov�,�� „_�,.,� �.,..�o�, .�,�,�, .9u,.�� ,�.�,� ..,,A�=� ��..,�,.. „Ew.,,..n _ :��,30� ..� .,, ,��,�, „�R.o_,� I� NORTH DAY LOT Page 10 of 11 Copyright�1998-2007 ADAMA Engineering,Inc. L�cense number MSEW 301671 � � ��,a��m�3o��,��,o��a�s��m�,o��m�,o��wm,o��mno,a��,a�s��mm3oMS��mno�o��o��w�,oMS��m�3o��mno�a�s�,��o��moo3o��w�,a��Rm�o�s��no�o�s��m��oWS�,�m��o MSEW--Mechanically Stabilized Earth Walls NORTH DAY LOT I Pre Nrn�Date/T��e: Tue Aug 31 15:40:04 2010 N:�Projecls�2009\65095812\Sulmrit[al VI-Revised Grading Plan\MSEW Calc\WALL 1 STA 1+13.BEN GLOBAL/COMPOiTND STABILITY ANALYSIS (Using Bishop method and ROR=0.0) i For the specified search�rid�the calculated minimum Fs is 1.559 (it corresponds to a critical circle at Xc=0.33,Yc=24.61 and R=24.78 �ft�where(x=0,y=0)is taken at the TOE or Xc= 109.70,Yc= 1024.61 and R=24.78 [ft]when the terrain coordinate system is used as shown in the table below.) �^ TERRAIN/WATER PROFILE � Point #1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 �• � Soil layer#1: y = 128.00[lb/ft'] � =31.0° c=0.00�lb/ft z� � x�ft� 0.0 6.6 13.1 19.7 26.2 275.6 282.1 288J 295.3 3llJ 328.1 �� y[ft] 1000.8 1000.8 1000.8 1000.8 1000.8 1000.0 1000.0 1000.0 1000.0 1065.6 1065.6 �," �- � � � �• � .... � �- � � I�� ;, NORTH�DAY�LOTu,..�..�� ,,,. ,,... ,�,.,w�� ,,,R,., ,�,�w,., ,.��,,>>„ �,��,,.�. _s��.�,o �,�„�_�,E . a3o�,E„� ��,.��. _ �,�.>��,sEw.� ,,.,.,� .,_�Page 11 oY�11 Copynght cC' 1998-2007 ADAMA Engmeering,Inc. License num r � be MSEW-301671 I � : � : � _ �. . .- i NOV/15/2010/MON 04:36 PM N�CCOG FAX No, 970-468-1208 P. 001/001 ', .�......r.__ � ,�+ � '� ' � �f�5�.,�`�� nate � �s �o . �rthwest Colorado Coun�i[ of Gover�ments , ELEYATOR PERMIT APPLICATION TQ ''' - �ti;'. 1 � 2010 I . ' • Fro Perm� .�• Jurisdiction U � ' , �ax#k Total Fee •� Date Paid �� ID Wr o� �Ipt# �� -1 # of pages Plan Reviewed and Approved�by Oate Issued l t / O ', This sectioc�.tatie�.:�,o�g,g,e�,��j�(CC Permit Expiration Date �l ! l I *'�All the foltowing must 6e complefied by tlte el�vatvr contracEor** ' Inaccu�ate, illegible or missing information wlti cause a delay in the applicafian process. � Please complete a separate application per conveyance. ' � � 7u�isdiction Building Permit# ��"� �3�� I ; ]ob Address /��_D /.(�• � ��rno��, � �_��..' VCf'l l ' Owner 1��. �- /(�..e.��.-� ` � � - - - ��r�---�'_—� Malling Address_ �l _ ��—� .prp � Phone #��..�d � �?/ — 0vF'D q Fax#-.T 4 r,_��^ �3 7,�' . � Elevator Contractor '' • . Maliing Address . S l Phone#_�d 3'��'S�p�C� �au# �3'v�-Q`�"S ��.5� , * Permlts ire in one ear for new Installatiotq and sIx months for alteretions ** � . � ' : �New Ynstatfation Unit or Contract# o��r(� ; ; Altecation (ern/t cannot be returned�v servicae unti//nspecY�d and approved 6y NWCCOG) • Describe Work�� /— ,lL.., a�.c,.,L� ,�Q�� j�—� � . . . �� ' �� W IN�TALLATION FEES I he�eby certify that I have read and examined thls application Passenger or freight elavabor,lu\la,escalata�,mov;ng walk: and know the same to be irue and correct. All provisions af laws Up to and Induding$50,000 of valuation��375.OU � and ordinances gaveming thls type of work wil!be complied with Over�50,U00 of valuation =$375.00 plus+�7.00 fr�r each whether spedfled herein or nok The granting of a permik does $1,000.00 0�fraction thereaf over$50,OOU.oO not presume bo g'ive authority to vfolate or cancel the provisfons ef any other state o�local law regulahng construcGon or the LIf�Oumbwaiter or privatQ resfde�ce el�wator. perfoRnance of wnstructlon, � / Up to and inciuding g20,000 of valuatlon=$275_00 ` • � � � ' J�, � �J Over�20,OD0 oP valuatlon =g275,00 plus•�4.00 for each ,,.,� �,t� . $1,000,00 or fraction�hereof over$20,000.00 5i r�tu�g9 .g'. ._h�cl�o'r ar authori,- _a,g. , � Md7oR AL7E TION Fc� � Fees fa�ma jer alterations shail be as set forth in Table 3-A of tl,e Signature,Af:ayr�,er.;.F�;.,� .,; ',".,;'��'��•�:��.;, D�t� Uniform Administrative Code or Ta61e 1-A. � ' . � . >. P9YMENT . � ' ' VALUATION_ �`�i �� D . �� .. ;: ,. Cash/Check: Add��a�9by�i�s,ount to To�l Fee. Please�make� � checks ouC tn•N�1�CC.OG�'•';'x�;��,�t.., ',• .'� ..: .. �'r��'�:_±� TOTAL FE�_� � •�•�<:•....•-•�� • -- .��Fed�t Card:''Cali AShiey�Mahin�a��7U,;468;0�95:x�.01 to give•;'� � 'CC in6orrnaGon. Sign bebw for CrediE Card:A�tiionzaCion. .„ . • , : ',.�.�; '�. . , . ,•.r.� � , .,• ;a . ' . Signature •� i•. - :��'��"' � Date ;:,;�; , � V'. '�in. . i Elevator pian revlew and field inspections will be conducted by the Northwest Colorado Counal of Governments. Plans wi � be forwarded to NWCCOG for review and approval. Schedule inspections by contacting the N�VCCOG Elevator Inspector at � 970-468-0295 eXt 10$. . � � � ";. NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES . . �wxo�vnu, � Town of Vail,Community Development, 75 South Frontage Road,Vail, Colorado 81657 p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149 NEW COMM BUILDING PERMIT Permit #: B09-0321 Project #: ��g-ap3C� Job Address: 600 W LIONSHEAD CIR VAIL Status. . : ISSUED Location......: FIRST CHAIR,NORTH DAY LOT Applied . . : 11/04/2009 Parcel No....: 210106308004 Issued. .. : 04/06/2010 Expires . ..: 10/03/2010 OWNER VAIL CORP 11/04/2009 PO BOX 7 VAIL CO 81658 CONTRACTOR R.A. NELSON 8�ASSOCIATES, IN 11/04/2009 Phone:970-949-5152 PO DRAWER 5400 AVON Colorado 81620 License: 170-A Description: NORTH DAY LOT DEVELOPMENT Occupancy Type Factor Sq Feet Valuation Totals... 59,400$9,931,244.00* Number of Dwelling Units: Occupancy: R-2 Town of Vail Adjusted Valuation: $9,931,244.00 Type Construction: VA Total Sq Ft Added: 59400 ,•,••••••••••,,•,••••••,••••••••,••,•,,••«•,•,•••••••••••••,••••••••••••••••••••• FEE SUMMARY :r:rwre:�,rre:errw»+,erixwx+r.iix+�r�:i��i�irrr�wx�:��+.:v��x++�rr�ri+.t�:��,rxwx�+: Building Permit Fee------> $38,210.55 Will Call--------------------------> $4.00 Total Calculated Fees-------------> 291,176.29 Plan Check------------------> $24,836.86 Use Tax Fee------------------> 198,424.88 Additional Fees-------------------> $0.00 Add'I Plan Check Hours-> $0.00 Restuarant Pian Review---> $0.00 TOTAL PERMIT FEES-------------> 291,176.29 Investigation-----------------> $0.00 Recreation Fee----------------> $29,700.00 Payments-------------------------------> 291,176.29 Total Calculated Fees------> 291,176.29 BALANCE DUE------------------------> 50.00 •VLlrfff�IfYf�ftYrY`Y4Y'i4FffiFiFfi4MY'�FYI�FfLt44il4*1k�ff;f4it�f4t4t*41rf�tkR�ii/il44*lrkki#lf4fr�i#/#ikt#44iktrlllrfRlflelrtRf'R44tf'�I.�IY�Mf1'tkfYtik9'fi4fA'iFf'i1'fYiFf fY%Y`iFfikikfy'#Yi*�1'i1'fikY444t�1'Y�ttf###ttiaiFY#tt4iF#i DECLARATIONS I hereby acknowledge that I have read this appiication,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 accordi�g 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 L BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:00 AM-4:00 P . � � Signatur of Ow r Contractor Dat G�-fi N b7.�.y� Print Name new_construction_permit_041908 „ #1l�f*��ffffffRRxfk�Y�wtktk�lf#ff�ffl�ZlfklflfffRf►fttfw##wkfww#�R#x*1fkk�**�i�f}#4f**�#��txfR��l��f��lffYYYfYfYf*wwwf**4�*��*lkk4i#4�**RfttiWif�lRRRwlffflRR►R#�3f��lff!l��fH APPROVALS Permit#: 609-0321 as of 04-06-2010 Status: ISSUED s�w+ex>w�,H.a+www�s.:�w�.wwexx:rie+rrrwewe+��w��,rrrrw+v.��wRx+w::::::twwxxtxwrx�wws.t�w�rtxri:�iiiiir�,ee��,err,e�ww+wv.��r►Rw�w�wwx+:rr�:s.►w�:xw�wt:wwxii::rtn�,e,rw�e,e�s,r��rrr�e+,rerrw�+rv�++++� Item: 05100 BUILDING DEPARTMENT 12/28/2009 Martin Action: CR F:\CDev\C H RIS\PERMIT.COMMENTS\609-0321\B090321 1 st comments.DOC 03/25/2010 Martin Action: AP Item: 05400 PLANNING DEPARTMENT 12/09/2009 Warren Action: CR Prior to sign off from Planning the applicant shall submit a plan for addressing the necessary eight parking spaces that not have been located/replaced when the North Day Lot is taken out of service for VR employee parking. 03/11/2010 Warren Action: CR Prior to sign off from Planning the applicant shall submit a plan for addressing the necessary eight parking spaces that not have been located/replaced when the North Day Lot is taken out of service for VR employee parking. Once this is recieved Planning can sign off. 03/25/2010 Warren Action: AP All necessary � items have been resolved. Item: 05600 FIRE DEPARTMENT 12/30/2009 mvaughan Action: CR comments have emailed to contractor, FPE, architect, and Martin H. 03/18/2010 mvaughan Action: AP Item:"05500 PUBLIC WORKS 12%28/2009 Martin Action: CR F:\CDev\CHRIS\PERMIT.COMMENTS\609-0321\6090321 1 st comments.DOC 03/16/2010 TK Action: APCR The Town of Vail Public Works Department has received the Building Permit re-submittal plan set dated received 3/9/10 for the First Chair(North Day Lot) Development. Based on our review the following shall be agreed to as conditions of the BP approval and the applicant must gain approval by the Town prior to TCO/CO or as noted. Conditions of Approval 1: As discussed and shown within the PEC approved plans, a"Skier Drop-Off°wayfinding sign program of informational signs and monument signs is required. Please provide sign program and how it will work with the existing wayfinding sign program. 2. Provide an easement plan, showing all necessary and agreed upon easements, along with easement language. 3. The existing storm sewer pipe shall be completely removed between the two inlet being removed and the one inlet to remain at the entrance to First Chair along W. LH.Circle 4. The curb taper along W. LH Circle shall be 6' long instead of 3' long as shown. 5. The mechanical plans show the skier drop off as Town of Vail zones, these are VR zones per the skier drop off agreement, please update. 6. As per recent discussions with VRDC (Tom Miller), VRDC new construction_permit 041908 will work with B&G to determine how much excess capacity is within the boiler to allow the Town to tap into the snowmelt system and heat additional areas (i.e. South stairs to Arrabelle, Pedestrian bridge stairs, Concert Hall Plaza). 7. Details: a. The heated paver walks in Town ROW and Tract are not required to have 80mm pavers nor a concrete sub slab. The standard TOV pedestrian heated paver walk requires; 60mm pavers on 2" sand with snowmelt tubing, on top of 6" Class 6 compacted base, restrained by a concrete edge or other approved edge restraint. 8. A similar snowmelt agreement as to the one with the Arrabelle will need to be executed, in order to administer responsibilities for payment for the shared boiler system, as well as a standard Town streetscape/heated walk maintenance agreement. 9. The Vail Village fixtures and bollards on Town property should be run off Town power. 10. All construction staging issues shall be resolved prior to construction including staging, phasing, access, schedules, tra�c control, emergency access, etc... 11. A ROW/Utility permit shall be obtained and approved by the Town of Vail prior to commencing any construction within public Right of Way. 12. A Town of Vail Revocable ROW permit shall be recorded for all private property improvements located within public ways. 13. Prior to approval of a Building permit all necessary permanent and temporary easements are recorded with Eagle County. A CDPHE Permit and all applicable ACOE permits (i.e. Dewatering) shall be submitted prior to construction •�1kr4f k##1f f fitlrti**4kktfl�fYtf#flrxwlrflfRYrtYiRf Y�klYihihMA'rtf YYikff*Yf'Y'�krty'Y1(1f t*#Yt#*1N'�t4M�fetk44kftt4#tf`/#f!►f`}}��t4frf�Y'frlff'f'R!f f f�RffRYf f�Rftrltfrtfletikf'fFh�F1'tk+tfY4iFrt�kf V�Yf M*f#4tk#t##itlrf4MM1rf41t44 See the Conditions section of this Document for any that may apply. new_construction_permit 041908 •irwr��+wv.n�x�wrxww�wr�xxxr��wr�xi�t�x+�xrxi:::w��ts::rr��xyr�x��w��t��r�r��::xxxe�::w��w��i��:::xr��wwnr:erwwi:r�:�.:wxxxee��rw�rwwf�iRxxw.::::�i��ri��w��tt��::tix��rswrw CONDITIONS OF APPROVAL Permit#: 609-0321 as of 04-06-2010 Status: ISSUED xxwrer,rw,r,rv,x��:�xt::�x+wwxr+,rt��ri�ie�:�v�+x�x�ix�xxriri+erxwxwx�x:::��x�xr�:�,ee+w:ew��srrtt::txx+x:e+n+xvrrww��i�ii�::e+i+.x»i��x+.+.+.�ri:riwxxwwwr�rriir+rt+.rttrr„ixerxe:re,eevw�t+ri.it Cond: 1 (FIRE): 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: 17 (BLDG.): A STRUCTUAL ENGINEER WILL BE REQUIRED TO APPROVE ANY STRUCTUAL CHANGES BEFORE A FRAMING INSPECTION IS APPROVED BY THE TOWN OF VAIL. Cond: 20 (BLDG.): FIELD INSPECTIONS BY FIRE AND BUILDING DEPARTMENTS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE BEFORE BEING USED FOR OCCCUPANCY. Cond: 31 (BLDG.): BOILERS SHALL BE MOUNTED ON FLOORS OF NONCOMBUSTIBLE CONST. UNLESS LISTED FOR MOUNTING ON COMBUSTIBLE FLOORING. Cond;34 (BLDG.): A COPY OF THE SOILS REPORT WILL BE REQUIRED BEFORE A FOOTING INSPECTION WILL BE CALLED FOR. Cond: 35 (P.W.): ACCESS AND DRAINAGE INSPECTIONS MUST BE DONE BEFORE FOOTING INSPECTION. Cond: 40 (BLDG): (MFR/COMM) FIRE ALARM REQUIRED PER NFPA 72. Cond: 5 (PLAN): PRIOR TO THE TOWN BUILDING DEPARTMENT CONDUCTING A FRAMING INSPECTION, AN IMPROVEMENT LOCATION CERTIFICATE (ILC) SHALL BE SUBMITTED TO THE DEPARTMENT OF COMMUNITY DEVELOPMENT A MINIMUM OF FORTY-EIGHT HOURS IN ADVANCE OF THE REQUESTED INSPECTION. ROOF RIDGES AND BUILDING FOOTPRINT SHA�L BE INDICATED ON THE ILC. Cond: CON0011333 new_construction_pe rm it_041908 �� TOWN OF VAIL, COLORADOCopy Reprinted on 12-29-2010 at 13:28:19 12/29/2010 Statement �� Statement Number: R100000259 Amount: $266, 339.43 04/06/201012:29 PM Payment Method: Check Init: SAB Notation: 508014 VAIL RESORTS ----------------------------------------------------------------------------- Permit No: B09-0321 Type: NEW COMM BUILDING PERMIT Parcel No: 2101-063-0800-4 Site Address: 600 W LIONSHEAD CIR VAIL Location: FIRST CHAIR, NORTH DAY LOT Total Fees: 291, 286.29 This Payment: $266, 339. 43 Total ALL Pmts: 291, 286.29 Balance: $0.00 �� ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 BUILDING PERMIT FEES 38, 210.55 RF 11100003112700 RECREATION FEES 29, 700.00 UT 11000003106000 USE TAX 40 198, 424 .88 WC 00100003112800 WILL CALL INSPECTION FEE 4 .00 ----------------------------------------------------------------------------- �� TOWN OF VAIL, COLORADOCopy Reprinted on 12-29-2010 at 13:25:12 12/29/2010 Statement �� Statement Number: R090001729 Amount: $24, 836.8612/03/200904 :30 PM Payment Method: Check Init: JLE Notation: 493655 VAIL RESORTS ----------------------------------------------------------------------------- Permit No: B09-0321 Type: NEW COMM BUILDING PERMIT Parcel No: 2101-063-0800-4 Site Address: 600 W LIONSHEAD CIR VAIL Location: FIRST CHAIR, NORTH DAY LOT Total Fees: 291, 286.29 This Payment: $24, 836. 86 Total ALL Pmts: 291, 286.29 Balance: $0.00 �� ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ PF 00100003112300 PLAN CHECK FEES 24, 836.86 ----------------------------------------------------------------------------- �'-------�---r __.._ . - -. -��.: � .� ; _ . ,�. �' ��x r � .. .,. .- ..: ` :" .__ _. .' . v��]i.� `,�'' - .� � � . - � .. :' .: � . . .` � e r p s: sr � .� '-.� � . � �, -�T �,_ ,�- � � �� i:�-�==�� _ Y _ Department o€�Communrty=De�elopment��. �� " v 75 Sauth Frontage Roa�d - �rv.�. . 1i k 4 -. - :. F -. r,t'�' �ata• � -�dr �. r �, � r �*r _�� "�„� •� Y ' ; " �,a� � � r � � 'r� � �, � �. � Va11��C�,�O �� t�� (i.. '.€ ' 4 °' - - � d� ;_-�� r �'i ��. 'p � � �� -�` }�yy� »2'- .. � ''�S�`�- _ ..��'3.,�' -. �_ �, I' -�� 3r/ � � Y.�� .. -' r � i � . r• �° �b.�� ' _ �0` i '�,�, . DeveIop�.�ne,� �: flo ' i,� .'-� �=�'�' . _ � �'��n�'�y r.F . ' �. 4 f ._ . .�_:_;. „ ' . :r_.�,-�..�__.L'd.- .�e. .� _:_.. . . ��' BUILDING PIERN[�T APPLICATION 5eparate permits are required for electrical, p[umbing, mechanical, fireplace, etc. ; Project Street Address: Office Use: ��`�� U 2� ', C� �7C' 'v�- L. r G��5 /#i r�� G i/�C�. i Project#;�,�� J ' ;(Number) (Street) {Suite#) p�g��: �� v�c�( �.�, � BuildinglComplex Name: F J R-ST r��-/,Q Buslding Permit#: �0 � ^� J�1 :_.,....�._._._.._.....,W.�....�,.,�.._.�...,.�..,:,,,._._:,__.,..,., :,...:_.._._�,,_..... .. ;Contractor Information: � V Lot#: Block# Su�di�ision: i Company: �.�.l1,• N r� SG-v �fi�-F�scc. .%� �G:S i.-�c.> i Company AdcEress: t�.�3� Jrc-�-=�-wc.G__.��f-�� Detailed Description of Woric: 'T'��-�= «��.srz�c';.�a..r! ; { �City: ��-�J�'��-! _ State:Cc:�- Zip:��'f.�2-c:� O� f} � Z- +��•. , i" r,�-r��c c'� r:� H��✓>�...i'�y i i 'ContaCE Name:,rl�7/!-C i. c'v 'i�•�13 ii'��2 i SGs�'�% 1��'�''V�i�i i� �-Y��-rl' i 1�i L�.--��/�'!�".Y, r/�+ly, !�'�;�) j Ll� �f��%ir�-I / 7'� �'3 !�"M(7 � ; Contact Phone:�"�-U � �'�1 •—2c?�� I�,;-�i�$ s T.'L �1c �i✓`L F� �/��,�-✓ � ' (use additional sheet if necessary) � ! E-Mail s+-/cv:r�.n.�.�;sc�.�rG��a4-�;�F��-i CG�.-:.r ....... _....__. .___._.__.....w_....�_......__._m�_...._.._. . �..i � Work Class: ; !Town of Vail Contractor Registration No.: t `�C� ~ � New(�/j��Addition { ) Remodef( ) Repair( ) dther{ ) ; : . , ; �_ .v:,_...,._.__..�� _ . _.__....._. ._ . . ,..: .,�...�...,_..�..,...�__._,.._�_.,....._.._�.._ ''n ��C__:�,�'�_..r�,:�z"!,_..-=-=-%'�'�-�'-�-- __ Wnrk Type �� , ,.�Contractar Sigr�ature(required) Interior( } Exterior( ) Both (✓}" � � � 'Property Information '7ype of Building: i Parcel#: �. i c^ l a G 3 C�� C�C� `F 'Singl�-Family( ) bu}�[ex( ) Multi-Family(;� ;(For parceE#,contact�agle Gounty Assessqrs dffice at 870-328-8640 or CommerCial( } Other O , 'visif www.eaglecounty.uslpatie) � : .. _ �_�.��._----._.._ .. _....�._._�._..�_..._._,..�__x.,�.,�....�._„_._b..,_.�._�w�.� i Tenant Name: Does a Fire Alarm Exist? Yes O No(f ' ! � s � Monitored Alarrn? Yes( ) No(r) j ;awner Name: �y�r� i't�o�i'��Z 'I S , �oes a Sprinkler System Exist? Yes O No(►�} i ; �Valuations(Labor&Material)} � ry . ;#&7ype of-Exist�ng Fireplaces: Gas Appliances �= �� ! � i � Gas Log� WoodlPellet�_ Wood Burning G� 'Building: $ �� J °l2a 1 4 f� � � #&Type of Proposed Fireplaces: Gas Appliances Q � �Plumbing: $ rr_�.-�. 2 j Z- Cv Gas Log v WoodlPellet� Wood Burning� ; � : .. _ _ ..._._.____.__.__._ ___________�_�__-__�.._�_.._�,_._.______._.___� : Electrica[: $ �Cv G . 3 G� 5 � , � ! Date Received: ;Mechanical: $1 C�.i L . �G� `:Total: $ 9 31 2- ' � 1 o l-Occ-a9 � �� ARCHITECTURE � URBAN DESIGN III�Ca� INTERIOR DESIGN C � �� q � FIRST CHA,IR Vail, Colorado � � � M ,�� o��a � � � � , ,� �� ,��.t D�o�Rmen1 �� ,d�� Co;��,;�;�:t C:,�r-..c�. � �„ _ . - .�Ices �-==—` �� u��a��,� sa�E�:f �� ,�, MAR 0 8 1010 1 `�j Qs�`�iL� s�c::_ . _�: -� ,__.:�° c�..�r.,�:c`;...�:_-..^� .-- .�� T �~ t,.:��-..,sor.� ,. .� ��.,�.,cr�,u ,:'.-:-;�� . , (�VI/N OF VAI�, ' ��°`�--_'^, .--� Th�i�.,�u �� . --C��_....� , ._._y"�cf COt:��,�. C, [=�I, '.2.r^ i i�f, Ct 1 L'r GV�� 1 � .. not b�c�. _ _ . � �',e am;c`t',.-�� I ;uC��y��V� CODE COMPLIANT ASSE p�°��- MBLIES va!�,:. oth�- FOR RATED CON TRUCTION ' corr: buii�: Stru�: --� S. l J this j'u ! ur+��_7 ' PLANS t�hr��c Town of Vail 1 �F�i��: COPY PERMIT SET � OCTOBER 30, 2009 � PERMIT SET RE-SUBMITTAL ,<�� C��O �` �i ADDENDUM #1, 3.4.2010 �� EDUARD "O i� O � ALEJANDRO 0 Z ADDENDUM #2, 3.4.2010 * ILLANES ' % • 267 V � DAR � I, ` OZ PROJECT NO. 17030.00 O � 2��0 ' � ? ^ _�� BOULDER PHONE:303 449.8900 � 1805 29TH STREEf,SUITE 2054 FAX:303.449.3886 DENVER BOULDER COLORADO SPRINGS LAS VEGAS LAKE TAHOE BOULDER,COLORADO 80301 WWN/.OZARCH.COM ' , CODE COMPLIANT ASSEMBLIES FOR RATED CONSTRUCTION ' Title ' 1 Hour Exterior Bearing Wall (Wood Studs) Fire Resistant Ratings-ANSWL 263 Design No. U356 ' 1 Hour Exterior Non-Beaxing Wall(Metal Studs) Fire Resistant Ratings-GA File No. WP 8005 ' 1 Hour Exterior Bearing Wall (Metal Studs) Fire Resistant Ratings-ANSWL 263 Design No. V454 t 1 Hour Joint S stem/Head detail Y Fire Resistant Ratings-ANSWL HW-D-0477 ' 1 Hour Interior Non-Bearing Wall ' Fire Resistant Ratings-ANSI/UL 263 Design No. U465 PartiNon Tme 2—(see Partition Twe Sheets A10.02 &A10.03) ' 2 Hour Interior Non-Bearing Wall Fire Resistant Ra.tings-ANSWL 263 Design No. U411 Partition Type 4-- (see Partition Type Sheets A10.02 &A10.03) ' 2 Hour Interior Bearin Wall g Fire Resistant Ratings-ANSWL 263 Design No. U308 I ' Partition Type W4-- (see Partition Type Sheets A10.02 &A10.03) 1 Hour Interior Bearing Wall I', ' Fire Resistant Ratings-ANSWL 263 Design No. U344 , Partition Type W54&W59 (see Partition Type Sheets A10A2 &A10.03) ' Letter, dated July 2, 2009 by American Gypsum for proposed partition type W59 (see sheet A10.03) for modified UL Design 344 ' 1 Hour Interior Bearing Wall Fire Resistant Ratings-ANSWL 263 Design No. U341 ' Partition Type W85 (see Partition Type Sheets A10.02 &A10.03) Letter, dated July 2, 2009 by American Gypsum for proposed partition type W85 (see � sheet A10.03) for modified UL 263 Design No. 341. � � � . ' ' E-mail, dated July7,2009 by CertainTeed for proposed partition type W85 (see sheet A10.03) for modified UL 263 Design No. 341. , 1 Hour Interior Bearing Wall Fire Resistant Ra.tings-ANSWL 263 Design No. U305 Partition Type W2-- (see Partition Type Sheets A10.02 &A10.03) ' 2 Hour Interior Non-Bearing Wall/Shaft Wall Fire Resistant Ratings-ANSWL 263 Design No. U438 ' Partition Type 6-- (see Partition Type Sheets A10.02 &A10.03) 1 and 2 Hour Masonry or Concrete Wall , Fire Resistant Ratings for equivalent thickness per IBC Table 720.1(2) Partition Type 8-- (see Partition Type Sheets A10.02 &A10.03) I� ' Structural Steel Columns 1 and 2 Hour Fire Resistance Ratings- ANSWL 263 Design No. Y710 . ' ', ' 2 Hour Floor/Ceiling Assembly at Leve12 Fire Resistant Ratings- ANSWL 263 Design No. D902 ' ,.• � ••+. �D � �,��7Rn �� n.,�;..,, ,v,. ,.r�Q� (not used) a � n■. . fl� a ' Through-Penetration Firestop Svstem at 2 Hour Floor/Ceiling at Leve12 Svstem No. F-B-1020 ' 1 Hour Floor/Ceiling Assembly at Levels 3 through 5 • Type 1 —with 3x12 wood floor joists , See Fire Resistant Ratings- GA File No. FC 5104 • Type 2—with 11 7/8"BCI joists ' ' ES Report ESR-1336 Figure 2—One-hour fire-resistive assembly Fire Resistant Rating per Table 720.1(3) Item No. 25-1.1 ' Through-Penetration Firestou Svstem at 1 Hour Floor/Ceiling at Leve13 through 5 Svstem No. F-C-2320 ' Through-Penetration Firestov Svstem at 1 Hour Floor/Ceilin� at Level 3 through 5 � Svstem No. F-C-1148 � � , - , 1 Hour Exterior Bearing Wa11(Wood Studs) Fire Resistant Ratings-ANSWL 263 Design No. U356 ' � ' " ' ' ' ' ' ' ' ' ' ' , ' , ' 1 JJ11 V Y.V J✓V �1 11 V i�voauuuavv aw��aaabu a u.v.�...... .+.... � � v ' �� At��If1e !�L`dT�!`IP1TIflYQ n�ornTnov , BXUV.U356 Fire Resistance Ratings - ANSI/UL 263 ' p�.ae Bottom Design/System/Construction/Assembly Usage Disclaimer ' • Authorities Having Jurisdictian should be consulted in all cases as to the particular requirements covering the installation and use of UL Listed or Classified products,equipment,system,devices,and materials. • Authorities Having]urisdiction should be consulted before construction. ' • Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements.The published infortnation cannot always address every construction nuance encountered in the field. • When field issues arise,it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design.Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies.The Guide Information includes specifics conceming alternate materials and alternate ' methods of construction. • Only products which bear UL's Mark are considered as Classified,Listed,or Recognized. ' � Fire Resistance Ratin s - ANSI/UL 263 9 ' Se?�Pnerel Infortnation for Fire Resistance Ratings-ANSI/UL 263 , Desiyn No.U356 ' October O1,2009 (Exposed to Fire on Interior Face Only) ' Beariny Wall Ratinp—1 Hr Finish RaLiny—23 Min or 25 Min(See Item 2C) ' Load Restrieted for Canadian Applications—See Guide BXUV7 ' '� � 1� \�.. 1 ...., ... -- ------ ------ .. ....... .. Y `'....�..' {+ '� � � f)5 � j\ �� I � �� !1 I� �� 1 �� ..�. �, ��5,fi �i ,, �,, ,�J ��r �(, ,,J �� , 1-��. t� , �� , , ��t- � ~ .;1--/1��..�'LL1L1.� •S. j ~ �� ..�.. � ! • _ . / ti...1. .!: " . . .. ' �..,.�......�.�....- , —7-' ....,..�� . .. .. ...� � � � �IRE SID� ' �J '�� '`� ��R�Z�NTA� ��T�C�N ' 1 1 ' http://database.ul.com/cgi-bin/XYV/template/LISEXT/1FRAME/showpage.html?name=... 10/30/2009 �11U r.V✓JV � 111V 1\VU1VN411vv a�auwab� a u•�v�. ..�� ' � � ' 4 ' ' ' � � 1 ' 1.Wood Studs—Nom 2 by 4 in.spaced 16 in.OC with two 2 by 4 in.top and one 2 by 4 in.bottom plates. Studs lateraily-braced by wood structural panel sheathing(Item 5) .When Mineral and Fiber Boards* (Item 5A)are considered as bracing for the studs,the load is restricted to 76°k of allowable axial load.Walls effectively fire stopped at top and bottom ' of wall. 2.Gypsum Bosrd*—Any Classified 5/8 in.thick,4 ft wide,applied vertically and nailed to studs and bearing plates 7 in. OC with 6d cement-coated nails, 1-7/8 in. long with 1/4 in.dfam head. , When Item 7,Steel Framiny Members*,is used,gypsum panels attached to furring channels with 1 in.long Type S bugle-head steel screws spaced 12 in.OC. ' When Item 7A,Steel Framiny Members*,is used,two layers of gypsum panels attached to furring channels.Base layer attached to furring channels with 1 in.long Type S bugle-head steel screws spaced 12 in.OC.Face layer attached to furcing channels with 1-5/8 in.long Type S bugle-head steel screws spaced 12 in.OC.All joints in face layers staggered with joints in base layers. ' See Gypsum Board(CKNX)Category for names of Classified Companies. 2A.Gypsum Board*—(As an alternate to Item 2,not shown)-Any 5/8 in.thick 4 ft wide gypsum panels supplied by the Classified Companies listed below shown Gypsum Board*(CKNX)category.Applied vertically and attached to studs and ' bearing plates with 1-1/4 in.long Type W coarse thread gypsum panel steel screws spaced a max 8 in.OC,with last screw 1 in.from edge of board. CANADIAN GYPSUM COMPANY ' UNITED STATES GYPSUM CO USG MEXICO S A DE C V 26.Gypsum Board*—(As an alternate to Item 2,not shown)-5/8 in.thick 4 ft wide gypsum panels applied vertically I screws s ac ed a ' ' h 1-1 4 in. lon T e W coarse thread gypsum panel stee p and attached to studs and bearing plates wit / 9 YP max 8 in.OC,with last screw 1 in.from edge of board. ' AMERICAN GYPSUM CO—Types AGX-1,AG-C ' CERTAINTEED GYPSUM INC—ProRoc Type C or ProRoc Type X CERTAINTEED GYPSUM CANADA INC—ProROC Type C or ProRoc Type X ' PABCO BUILDING PRODUCTS L L C,DBA ' PABCO GYPSUM —Type PG-11 TEMPLE-INLAND FOREST PRODUCTS CORP—Types X,Veneer Plaster Base-Type X,Water Rated-Type X,Sheathing Type-X,Soffit-Type X,Type X ComfortGuard Sound Deadening Gypsum Board. ' ' http://database.ul.com/cgi-bin/XYV/template/LISEXT/1FRAME/showpage.html?name=... 10/30/2009 �JJLIV Y.VJ✓V�1 LV 1\VJlUYKaavv a��/��+b✓ ��++� `-'�' �"" � �"� ' 2C.Gypsum 8oard*—(As an altemate to Item 2,not shown)-For Use with Item 5A only-5/8 in.thick 4 ft wide ' gypsum panels applied horizontally and attached to studs and bearing plates with 1-1/4 in.tong Type W coarse thread gypsum panel steel screws spaced a max 8 In.OC,with last screws 1 in.and 4 in.from edges of board.Finish Rating is 25 min. , PABCO BUILDING PRODUCTS L L C,DBA PABCO GYPSUM—Type PG11 ' TEMPLE-INLAND FOREST PRODUCTS CORP—Type X,Veneer Plaster Base-Type X,Water Rated-Type X,Sheathing Type-X,Soffit-Type X ' 2D.Gypsum Board* —(AS an altemate to Items 2 through 2C) -Installed as described in Item 2.5/8 in.thick,4 ft. wide, paper surfaced,applied vertically and fastened to the studs and plates with 6d cement coated nails 1-7/8 in.long,0.0915 in.shank diam and 1/4 in.diam heads,7 in.OC. ' NATIONAL GYPSUM CO—SoundBreak XP Type X Gypsum Board 3.]oir�and Nailheads—(Not Shown)—Waliboard joints covered with tape and joint compound.Nail heads covered ' with joint compound. 4. Batts and Blankets* —Mineral fiber or glass Flber insulation,3-1/2 in.thick,pressure fit to fill wall cavities between studs and plates.Mineral fiber insulation to be unfaced and to have a min density of 3 pcf.Glass fiber insulation to be faced with aluminum foil or kraft paper and to have a min density of 0.9 pcf(min R-13 thermal insulation rating). ' See Batta and Blankets(BKNV)Category in the Building Materials Directory and Batts and Blankets(BZJZ)Category in the Flre Resistance Directory for names of Classified Companies. ' 4A.Fiber,Sprayed* —As an alternate to Batts and Blankets(Item 4)—Spray applied cellulose material.The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product.Nominal dry density of 3.0 Ib/ft3.Altemate application method:The fiber is applied with U.S.Greenfiber LLC Type ADS00 hot melt adhesive at a nominal ratio of one part adhesive to 6.6 parts fiber to completely FlII the enclosed cavity in ' accordance with the application instructions supplied with the product.Nominal dry density of 2.5 Ib/ft3. U S GREENFIBER L L C—Cocoon2 Stabilized or Cocoon FRM(Fire Rated Material) ' 4B.Fiber,Sprayed*—As an altemate to Item 4 and 4A—Spray applied cellulose material.The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. Nominal dry density of 4.58 Ib/ft3. ' NU-WOOL CO INC—Cellulose Insulation 5.Wood Structural Panel Sheathiny—Min 7/16 in.thick,4 ft wide wood structural panels,min grade"C-D"or , "Sheathing".Instalied with long dimension of sheet(strength axis)or face grain of plywood parallel with or perpendicular to studs.Vertical joints centered on studs.Horizontal joints backed with nom 2 by 4 in.wood blocking.Attached to studs on exterior side of wall with 6d cement coeted box nails spaced 6 in.OC at perimeter of panels and 12 in.OC along interior studs. , 5A.Mineral and Fiber Boards*—As an alternate to Item 5-Min 1/2 in.thick,4 R wide sheathing,installed vertically to studs.Vertical joints centered on studs.Horizontal joints backed with nom 2 by 4 in.wood blocking.Attached to studs on exterior side of wall with 1-1/2 in. long galvanized roofing nails spaced 6 in.OC at perimeter of panels and 12 in.OC along interior studs.As an option a weather resistive barrier may be applied over the Mineral and Fiber Boards. ' TEMPLE-INLAND FOREST PRODUCTS CORP—Types FiberBrace or QuietBrace ' 6. Exterior Facinys—Installed in accordance with the manufacturer's installation instructions.One of the following exterior facings is to be applied over the sheathing: A.Vinyl Siding—Molded Plastic� —Contoured rigid vinyl siding having a Flame spread vaiue of , 20 or less. See Molded Plastic(BTAT)category in the Building Materials Directory for names of manufacturers. ' B. Partiele Board Siding—Hardboard exterior sidings including patterned panel or lap siding. , http://database.ul.com/cgi-bin/XYV/template/LISEXT/1FRAME/showpage.html?name=... 10/30/2009 tsRU v.uJ�U - ruc ncsi�uui�v na.�uigs -ruv��,,.,�v., �Wb� . �_ � ' OSB or C.Wood Strudural Panel or Lap Sidinp—APA Rated Siding,Exterior,plywood, composite panels with veneer faces and strudural wood core,per PS 1 or APA SWndard PRP-308, ' includfng textured,rough sawn,medium denslty overlay,brushed,grooved and lap siding. D.Cementitious Stucco—Portland cement or synthetic stucco systems with self-furring metal lath or adhesive base coat.Thickness from 3/8 to 3/4 in.,depending on system. I ' E.Brick Veneer—Any type on nom 4 in.wide brick veneer.When brick veneer is used,the rating is applicable with exposure on either face.Brick veneer fastened with corcugated metal wall ties attached over sheathing to wood studs with Sd naii per tie:ties spaced not more than each sixth course of brick and max 32 in.OC horizontaily.One in.afr space provided between brick veneer and sheathing. � , em EIFS —Nom 1 in.Foamed Plastic*insulation F. Exterior Insulation and Finish Syst ( ) atin s stem or hed over sheathin and finished with co g y , I bearing the UL Classification Marking,attac 9 land cement or s nthetic stucco s stems, in accordance with manufacturer's instructions. See Port y Y te ories for names of Classified companies. Foamed Plastic(BRYX and CCVW)ca g , G.Sidiny—Aluminum or steel siding attached over sheathing to studs. ' H. Fiber-Cement Sidinp—Fiber-cement exterior sidings including smooth and patterned panel or lap siding. 7.Steel Framiny Members—(Optional,Not Shown)*—Furring Channels and Steel Framing Members as described ' below: a.Furriny Channels—Formed of No.25 MSG galv steel.2-3/8 in.wide by 7/S in.deep,spaced 24 in.OC perpendicular to studs.Channels secured to studs as described in Item b.Ends of ' adjoining channels are overlapped 6 in.and tied together with double strand of No. 18 SWG galv steel wire near each end of overlap.As an altemate,ends of adjoining channels may be overlapped 6 in.and secured together with two self-tapping#6 framing screws,min.7/16 in. long at the midpoint of the overlap,with one screw on each flange of the channel.Gypsum board attached to furring channels as described in Item 2. ' b.Steel Framinq Members*—Used to attach furring channels(Item 7a)to studs.Clips spaced 48 in.OC.,and secured to studs with No.8 x 2-1/2 in.coarse drywall screw through the center grommet.Furring channels are friction fitted into clips. ' PAC INTERNATIONAL INC—Type RSIC-1. ' 7A.Steel Framinq Members(Optional,Not Shown)*—Furring channels and Steel Framing Members as described below: a. Furriny Channels—Fortned of No.25 MSG galv steel,spaced 24 in.OC perpendicular to studs. ' Channels secured to studs as described in Item b. E�ds of adjoining channels are overlapped 6 in. and tied together with double strand of No. 18 SWG galv steel wire near each end of overfap.Two layers of gypsum board attached to furring channels as described in Item 2. b.Steel Framinq Members*—Used to attach furring channels(Item 7Aa)to interior side of ' studs.Clips spaced 48 in.OC.,and secured to studs with two No.8 x 2-1/2 in.coarse drywali screws,one through the hole at each end of the clip. Furring channeis are fridion fitted into clips. KINETICS NOISE CONTROL INC—Type Isomax. ' 8.Non-Beariny Wall Partition Intercection—(Optional)Two nomi�al 2 by 4 in.stud or nominal 2 by 6 in.stud nailed together with two 3in.long lOd nails spaced a max. 16 in.OC.vertically and fastened to one side of the minimum 2 by 4 in.stud with 3 in. long 10d nails spaced a max 16 in.OC.vertically.Intersection between partition wood studs to be fiush ' with the 2 by 4 in.studs.The wall partition wood studs are to be framed by with a second 2 by 4 in.wood stud fastened with 3 in.long lOd nails spaced a max. 16 in.OC.vertically. Maximum one non-bearing wall partition intersection per stud cavity.Non-bearing wall partition stud depth shall be at a minimum equal to the depth of the bearing wail. ' *Bearing the UL Classification Mark Last Updated on 2009-10-01 _..,_....�..__..._..____............._.._..._._._._............_......................_............_..._..........__.._.........�..._......_...__........__.._._..._.._........._..._...�........_........._.........._..�........._........._......___.._..._._.._...._ ' Ouestions? Notice of Disclaimer Paoe To� �oovriaht n 2009 Underwriters Laboratories Inc.p ' ' ' http://data.base.ul.com/cgi-bin/XYV/template/LISEXT/1FRAME/showpage.html?name=... 10/30/2009 � IS1iU V.UJJU 'I'llG 1\GS15L'A111.G 1�6�u1�� —ru�vL va..�.v✓ — --a- - -— ' 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 Llsted 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 Infortnation,Designs and/or Listings(Flles)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 Laboretories Inc."must ' appear adjacent to the extracted material.In addition,the reprinted material must include a copyright notice in the following format: "Copyright O 2009 Underwriters Laboratories Inc.O" An �ndependar:t erganizat:on werkind fc� a safer evorid v:�i�n inie.pri!y, crec�sion and knawieC„e. ' ` � i.�' �4.. ` ' ' ' ' ' , ' ' ' ' i 1 1 1 ' http://da.tabase.ul.com/cgi-bin/XYV/template/LISEXT/1FRAME/showpage.html?name=... 10/30/2009 ' ' 1 Hour Exterior Non-Bearing Wall(Metal Studs) Fire Resistant Ratings- GA File No. WP 8005 ' 1 ' ' ' ' ' ' ' ' ' ' 1 ' , ' ' ' ' EXTERIOR WALLS GA FILE NO. WP 8002 PROPRIETARY* 1 HOUR FIRE ' GYPSUM WALLBOARD,MINERAL FIBER INSULATION, , CEMENTITIOUS BACKER UNITS,STEEL STUDS t EXTERIOR SIDE: One layer�/s"proprietary cementltious backer units applied parallel to 36/e" 20 gage steel studs 16" o.c. with 1" corrosion resistant Type S-12 wafer head ' screws 8" o.c. A weather resistive barrier must be installed behind the cementitious backer unit.3"mineral fiber fiction fit in stud space. INTERIOR SIDE: One la er 5/e" roprieta pe X gypsum wallboard or gypsum veneer Y P rY tY base applied parallel to studs with 1"Type S-12 drywall screws S"o.c.at vertical joints Thickness: 4s/e" and floor and ceiling runners and 12"o.c. at intermediate studs. Joints taped. 3/ss"of Approx.Weight: 7 psf gypsum veneer plaster when gypsum veneer base is used. Lateral support for framing Fire T : UL R12262 96NK427 est 6 � � ' members as required. (LOAD-BEARING) ��_gg PROPRIETARY GYPSUM BOARD UL Design U404 ' United States Gypsum Company - s/e"SHEETROCK�Brand FIRECODE� Core Gypsum Panels ' . ' GA FILE NO.WP 8004 PROPRIETARY* 1 HOUR FIRE GYPSUM WALLBOARD,STEEL STUDS, ' MINERAL FIBER INSULATION,FIBER-CEMENT BOARD EXTERIOR SIDE: One layer�/�e" proprietary fiber-cement board applied parallel to 35/e" steel studs 16"o.c.with 1"No.B-18 x 0.323"head diameter ribbed bugle head screws 6"o.c.3�/z"mineral fiber insulation batts or blankets,3.0 pcf, in stud space. , INTERIOR SIDE: One layer s/a" proprietary type X gypsum wallboard applied parallel to studs with 1" Type S drywall screws 8" o.c. at edges and 12" o.c. at intermediate framing.(NLB) Thickness: 4g/a" PROPRIETARY GYPSUM BOARD Approx.Weight: 7.5 psf �. , BPB America Inc. - s/e"ProRoc�Type X Gypsum Panels Fire Test: OPL 11710-92783,2-13-92 1 1 ' GA FILE NO. WP 8005 PROPRIETARY* 1 HOUR FIRE GYPSUM WALLBOARD,GLASS MAT GYPSUM SUBSTRATE, STEEL STUDS ' EXTERIOR SIDE:One lager s/e"proprietary type X giass mat gypsum substrate(sheathing) applied parallel or at right angles to 3sla"steel studs 24"o.c.with 1"Type S corrosion resistant screws 8"o.c.at vertical studs and 12"o.c.at perimeter runners.Joints caulked with flexible,non-hardening building sealant or covered with weather exposed cladding ' or finish system. INTERIOR SIDE:One layer s/a"proprietary type X glass mat gypsum substrate,glass mat Thickness: 4�/e" water-resistant gypsum backing board, gypsum wallboard, water-resistant gypsum ,qPprox.Weight: 6 psf backing board,or gypsum veneer base applied parallel or at right angles to studs with Fire Test: CTC 2171-3996,7-12-90 ' 1"Type S drywall screws 8"o.c.at studs and 12"o.c.at floor and ceiling runners.(NLB) PROPRIETARY GYPSUM PANEL PRODUCT G-P Gypsum - 5/e"DensGlass Gold�Fireguard� i I � �!. � *�ontact the manufacturer for more detailed information on proprietary products. _1 J I ' � ' 1 Hour Exterior Bearing Wall (Metal Studs) ' Fire Resistant Ratings-ANSWL 263 Design No. V454 ' , ' ' ' ' . ' ' ' ' ' ' 1 , ' ' ' tsxuv.v4�4-rue xesistance xaungs -ruv��uL�v� 1 µ�� 1 �l� 1 � nu��ue near��raT�nuc n��pEGTORY � , ' BXUV.V454 Fire Resistance Ratings - ANSI/UL 263 ' Paye Bottom Design/System/Construction/Assembly Usage Disclaimer ' • Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Listed or Classlfied products,equipment,system,devices,and materials. ' • Authorities Having Jurisdiction should be consulted before construction. • Fire resistance assemblles and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements.The published information cannot always address every construction nuance encountered in the field. • When field issues arise,it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design.Users of fire reslstance assemblies are advised to consult the general Guide Infortnation for each ' product category and each group of assemblies.The Guide Information includes specifics concerning altemate materials and alternate methods of construction. • Only products whlch bear UL's Mark are considered as Classlfied,Listed,or Recognized. ' �_..__..�_....____°---_ .�_.._._..�.a.�..e_......____.�._�_�...__...e.____._�_..._�.._..e�....._�_�____.. � �____...�.___._��_�__._........_._.._. Fire Resistance Ratings - ANSI/UL 263 ' Sep Generel Information for Fire Resistance Ratings-ANSI/UL 263 Desipn No.V454 , September 27,2008 ' Bearinp Wall Ratiny-i Hr ' �rERTICAL SECTIt�+I 1 2 4 5 '� ' � � -� ,.� ' � o � � �. , � ' - . .�• ' 9 7 0 � ' , ' ' http:/lda.tabase.ul.com/cgi-bin/XYV/template/LISEXT/1FRAME/showpage.html?name=... 10/30/2009 13AU V.V�FJ�F -I'lIC 1<G�1�L'Q111;G 1�[L6111�� -tu��L vi.�.v.� - --a- - -- ' �I��NTAL SEGTIt3M , ' � � � ' ' ' g 7 �e l�nns'tit1A Th�iugh 1€�M ' . 1.Steel Floor and Ceilinp Tracks—Top and bottom trecks of wall assemblies shall consist of steel members,min No.20 MSG(0.0329 in.,min bare metal thickness)steel or min No. 20 GSG(0.036 in.thick)gaiv steel or No.20 MSG (0.033 in. thick)primed steel,that provide a sound structurel connection between steel studs,and to adjacent assemblies such as a floor,ceiling,and/or other walls.Attached to floor and ceiling assemblies with steel fasteners spaced not greater than 24 , in.O.C. 2.Steel Studs—Corrosion protected steel studs,min No.20 MSG(0.0329 in.,min bare metal thickness)steel or min 3- 1/2 in.wide,min No.20 GSG(0.036 in.thick)galv steel or No.20 MSG(0.033 in.thick)primed steel,cold formed,shall be designed in accordance with the current edition of the Specification for the Design of Cold-Fortned Steel Structural , ' Members by the American Iron and Steel Institute.All design details enhancing the sWdural integrity of the wali assembly,including the axial design load of the studs,shall be as specified by the steel stud designer and/or producer,and shall meet the requirements of all applicable local code agencies.The max stud spacing of wall assemblies shall not exceed 24 in.OC.Studs attached to Floor and ceiling tracks with 1/2 in. long Type 5-12 steel screws on both sides of studs or by ' welded or bolted connections designed in accordance with the AISI specifications. 3.Lateral Support Members—(NOt Shown)—Where required for lateral support of studs,support may be provided by means of steel straps,channels or other similar means as specified in the design of a particular steel stud wall system. ' 4.Gypsum Board'�—5/8 in.thick,4 ft wide.Wallboard applied vertically with joints centered over studs. Fastened to both sides of the steei studs with 1 in.long Type S self-drilling,self-tapping steel screws spaced 8 in.OC along the edges and 12 in.OC in the field of the board.See Gypsum Board(CKNX)category for names of Classified companies. ' 5.Batta and Blankets•—(Optional)—Any glass fiber or mineral wool batt material bearing the UL Classification Marking as to Fire Resistance,of a thickness to completely fill stud cavity.See Batts and Blankets(BZIZ)category for names of Classified companies. ' 6.Vapor Barrier—(Optional,not shown)—4 mil min polyethylene installed between steel studs and gypsum wallboard. 7. Foamed Plastic� —Max 4 in.thick rigid polystyrene insulation attached through the gypsum board to the studs with min 4-1/2 in. long Type 5-12 wafer head steel screws spaced 12 in.OC. ' THE DOW CHEMICAL CO—Type SIYROFOAM. ' 7A.Foamed Plastic*—(As an altemate to Item 7)- Max 4 in. thick rigid polyisocyanurate insulation attached through the gypsum board to the studs with min 4-1/2 in.long Type 5-12 wafer head steel screws spaced 12 in.OC. THE DOW CHEMICAL CO—Type Thermax. , 7B.Construction Tape or Sealant—(Optional,Not Shown)—Min 2 in.wide plastic tape placed over joints of foamed plastic on exterior surFace of wall or sealant placed within the joints of the foamed plastic. ' 8.Wall Anchor Ties—Wall anchors attached to steel studs with self-drilling,self-tapping steel screws,of sufficient length to penetrate steel studs a min.of 1/2 in.spaced max 24 in.OC. For use with Item lOH. 9.Vapor Retarder,Water Barrier or Water Resistive Barrier—(Optional)—As required. II ' 10.Exterior Facings—One of the following exterior facings are to be installed in accordance with the manufacturer\'s installation i�structions. ' ' 10A.Aluminum Siding—(Not Shown)—0.019 in.min thick painted aluminum meeting AAMA 1402. Fastened over � e=... 10/30/2009 1.nam EXT/1 FRAME/sho a e.htm /tem late/LIS �'P g h ://database.ul.com/c i-bin/XYV p ' �P g i tsXU v.v�FJ�F -rlrc nc�lsuui�c na.�uig� -�u��L�,.�� - --o- - - ' 7 or 7A to steel studs. Foamed Plastic(Item ) ' SOB.Steel Sidinq—(Not Shown)—0.017 in.min thick(No. 17 GSG gauge)painted steel. Fastened over Foamed Plastic (Item 7 or 7A)to steel studs. lOC.Vinyl Sidiny—(NOt Shown)—0.035 in.min thick vinyl,UL Classified exterior plastic siding(Molded Plastic). ' Fastened over Foamed Plastic(Item 7 or 7A)to steel studs. lOD.Wood Sidinp—(Not Shown)—0.313 in.min thick lumber,plywood or OSB wood based siding.Fastened over Foamed Plastic(Item 7 or 7A)to steel studs.As an option,the Wood Siding may be placed between the Foamed Plastic and Fiber-Cement Siding(Item lOF),Stucco(Item 10])or One-Coat Stucco(Item lOK). ' 10E.Hard board Sidiny—(Not Shown)—0.250 in. min thick hard board UL Classified exterior hard board siding(Hard board).Fastened over Foamed Plastic(Item 7 or 7A)to steel studs. ' lOF.Fiber-Cement Sidiny—(Not Shown)—0.250 in.min thick fiber-cement based siding.Fastened over Foamed Piastic (Item 7 or 7A)to steel studs. LOG.Stone—(Not Shown)—2.0 in.min(natural stone)or 1.5 min(cast artificial)thick stone.Fastened over Foamed ' Plastic(Item 7 or 7A)to steel studs. m d Plastic Item 7 or lOH. .Brick Vencer—Any 4 in.wide brick. Min 1 in.airspace provided between veneer and Foa e ( Plastic Item 7 or 7A to steel studs with Wall Anchor Ties(Item 8). 7A .Fastened over Foamed ( ) I ) ' 10I.. Concrete Masonry Veneer—(Not Shown)—2.0 in. min thick concrete masonry units.Fastened over Foamed Plastic(Item 7 or 7A)to steel studs with metal ties. ..Stucco — Not Shown —Portland cement type,0.750 in.min thickness.Metal lath or mesh base fastened over 10] ( ) ' Foamed Plastic(Item 7 or 7A)to steel studs. lOK. .One-Cost Stucco—(Not Shown)—0.375 in. min thickness.Wire fabric lath fastened over foamed Plastic(Item 7 , or 7A)to steel studs. " SOL. .Exterior Insulation and Finish System(EIFS)—(Not Shown)—Base coat with reinforcing mesh applied over Foamed Plastic(Item 7 or 7A)followed by Flnish coat. � lOM. .Metal Panel—(Not Shown)—0.039 in. min.thick metal panel or metal-composite-metal(MCM)panel.Fastened over Foamed Plastic(Item 7 or 7A)to steel studs. li.7oint Tape and Compound—Vinyt or casein,dry or premixed joint compound applied in two coats to joints and ' screw heads.Paper tape,2 in.wide,embedded in first layer of compound over all joints. *Bearing the UL Classification Mark ' Wst Updated on 2008-09-27 Ouestions? NntirP nf Disclaimer Paae To� , ' Coovriaht �O 2009 Underwriters Laboratories Tnc.� 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 t 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 2009 Underwriters Laboratories Inc.p" ' kr. Ir:UeJ?ndFnt o;g=ini>a::�n w:;!king f�� a sa(�r :k'erl? ��i:h inieyri?g, ;!,ec:sion and knny;le.c:;;e �.. � ` f� ' ' http://da.tabase.ul.com/cgi-bin/XYV/template/LISEXT/1FRAME/showpage.html?name=... 10/30/2009 ' ' 1 Hour Joint System/Head detail Fire Resistant Ratings-ANSWL HW-D-0477 ' � ' ' ' . ' ' ' ' . - . ' 1 ' ' ' , ' ' ' litltslv.n vv-tJ-v-r� i -a.,...� ..�..�-___.. ' \./' ' XHBN.HW-D-0477 � ]oint Systems ' Paae Bottom � Design/System/Construction/Assembly Usage Disclaimer ' � Authorities Having]urisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Listed or Classified products,equipment,system,devices,and materials. • Authorities Having]urisdiction should be consulted before rnnstrudion. ' • Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements.The published information cannot always address every construction nuance encountered in the.field. • When field issues arise,it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design.Users of fire resistance assemblfes are advised to consult the general Guide Infortnation for each product category and each group of assemblies.The Guide Information includes specifics conceming alternate materials and alternate ' methods of construction. • Only products which bear UL's Mark are considered as Classified,Listed,or Recognized. ' ___�_e__...�_.._..._..�___.__�__�_�___�_.____._�.______.__....__�.___. 7oint Systerns ' cpP['Pr,Pral Information for�oint Svstems Systern No. HW-D-0477 ' May 15,2009 Assembly Ratinqs—i and 2 Hr(See Item 2) ' L Ratiny at Ambient—Less Than i CFM/Lin ft L Ratiny at 400°F-Less Than 1 CFM/Lin ft ' Nominal 7oiM Width—i/2 in.and i in.(See Item 3) ' Class II and III Moveme�Capsbilities—100%Compression or Extension ,� , ,�� j� � 1A 1B ' . � ... ' • ; .. * , i 4 � . t , d . . �' _..s---��----- 4'--=—�—=—r--- ' I --- — -�S— . . � s . . . �. �, .., . . �. - . . 'd, , � � _� r°� . _ f -- -- -+--�-- __-� __ - __ � — fi° T� � 1 ' I � ] ' t � ' � � 1C � �F 1 � � p, a k � I � 1 l I I � � �� Z�} � j + � `� � 9 .t� � � � I ' 3� � zC ` � .,�-''� ' 1 E. � A � S�ectiott A-A , ' 1.Fioor Assembly—The fire-rated fluted steel decWconcrete floor assembly shall be constructed of the materials and in the manner described in the individual D700 Series Floor-Ceiling Design in the UL Fire Resistance Directory and shall include the following construction features: ' ' http://database.ul.coin/cgi-bin/XYV/template/LISEXT/1FRAME/showpage.html?name=... 10/27/2009 A111.)lY.11 Y�'L�V�/ / - .rvuar v>.......... . ' A.Steel Floor And Floor Units*—Max 3 in.(76 mm)deep galv steel Fluted fioor units. _ B.Concrete—Min 2-1/2 in.(64 mm)thick reinforced concrete,as measured from the top plane of ' the Floor units. C.Structural Steel Support—Steel beam,_as specified in the fndividual D700 Series Floor-Ceiling Design,used to support steel floor units.Structu�al steel support oriented parallel to and 1 to 7 in. , ' (25 to 178 mm)from wall assembly. i , D.Steel Attachment Clips—Z-shaped clips formed from 1-1/2 in.(38 mm)wide strips of min 20 ga galv steel.Clips to be sized to e�tend through the thickness of the spray-applied fire-resistive ' material on the bottom flange of the steel beam with 1-1/2 in.(38 mm)long upper antl loweriegs. Legs of clips fastened to bottom of beam(prior to application of spray-applied fire-resistive materials)with steel fasteners or welds.Clips spaced max 16 in.(406 mm)OC and extend to within 1/4 to 3/4 in.(6 to 19 mm)from the surface of the wail. ' E.Steel Plate—Min 22 9a.galv steel plate,sized to extend from beam to within 1/4�n. (6 mm)of wall surface.Plate is secured to bottom surface of each Z clip with min No.8 steel sheet metal screws spaced a max 2in.(51 mm)from edges of plate and a max 4 in.(102 mm)OC. F.Spray-Applied Fire Resistive Material� —After instailation of the steel attachment clips, ' structural steel and ceiling runners,support to be sprayed with the min thickness of material .specified in the individual D700 Series Design.The flutes of the steel Floor units are to be filled with material across the entire top Flange of the ceiling ru�ner.The area on top of steel plate and in between Z clips is to be filled to the height of the Z clips plus an additional min 1 in. (25 mm) tthickness. W R GRACE&CO-CONN—Type MK-6/HY ' ISOLATEK INTERNATIONAL—Type 300 ' 2.WaN Assembly—The 1 or 2 hr fire reted gypsum board/stud wall assembly shall be constructed of the materials and in the manner described in the individual U400 or V400 Series Wall and Partition Design in the UL Fire Resistance Directory and shall include the following construction features: A.Steel Fbor and Ceiliny Runners—Floor and ceiling runners of wail assembly shall consist of ' min No.25 gauge galv steel channels sized to accommodate steel studs(Item 2B).Ceiling runner to be provided with min 1-1/4 in.(32 mm)or 2-1/4 in.(57 mm)flanges for nom 1/2 in. (13 mm) and 1 in.(25 mm)joints,respectively.When U-shaped deFlection channel(Item 2A1)is used, ceiling runner is installed within the U-shaped deflection channel with 1 in.(25 mm)gap maintained , between the top of ceiling runner and top of deflection channel.When deflection channei is not used,ceiling runner attached to steel deck with steel fasteners or welds spaced max 24 in. (610 mm)OC. Al.Deflection Channel—(Optional)-U-shaped channel fortned from min 25 gauge galv steel ' sized to accommodate ceiling runner and provided with 3 in.(76 mm)Flanges.Deflection channel attached to steel deck with steel fasteners or welds spaced max 24 in.(610 mm)OC.The ceiiing runner(Item 2A)is installed within the deFlection channel to maintain a 1 in. (25 mm)gap between the top of the ceiling runner and the top of the deflection channel.The ceiling runner is not fastened ' to the deFlection channel. A2.Liyht Gauye Framiny*-Slotted Ceiliny Runner—As an alternate to the ceiling runner in Item 2A,slotted ceiling runner to consist of galv steel channel with slotted flanges,sized to accommodate steel studs(Item 26).Slotted ceiiing runner attached to steel deck with steel t fasteners or welds spaced max 24 in.(610 mm)OC.When slotted ceiting runner is used,deFlection channel shall not be used. BRADY CONSTRUCTION INNOVATIONS INC, ' DBA SLIPTRACK SYSTEMS—SLP-7RK ' CALIFORNIA EXPANDED METAL PRODUCTS CO—CST CLARKWESTERN BUILDING SYSTEMS INC—Type SLT,SLT-H ' METAL-LITE INC—The System , ' http://database.ul.com/cgi-bin/XYV/template/LISEXT/1FRAME/showpage.html?name=... 10/27/2009 1u1D1V.R YV'L—V`r/ I � d Vlll�U�'J�vlam � ' SCAFCO STEEL STUD MANUFACTURING CO—Slotted Track t A3.LigM Gauqe Framinp* —Ciipped Ceiliny Runner—As an alternate to the ceiling runner in Item 2A,clipped runner to consist of galv steel channel with clips prefortned in track flanges which positively engage the inside flange of the steel studs(Item 2B).Track sized to accommodate steel studs(Item 2B).Track Flanges to be min 3 in.(76 mm).Clipped ceiling runner attached to steel ' deck with steel fasteners or welds spaced max 24 in.(610 mm)OC.When clipped ceiling runner is used,deFlection channel shall not be used. TOTAL STEEL SOLUTIONS L L C—Snap Trak ' A4.Liyht 6aupe Framiny* —Vertical Deflection Ceiliny Runner—As an alternahe to the ceiling runner in Items 2A,vertical deflection ceiling runner to consist of galv steel channel with slotted vertical deflection ciips mechanically fastened within runner.Slotted clips,provided with ' step bushings,for pertnanent fastening of steel studs.Track sized to accommodate steel studs (Item 28).Vertical deFlection ceiling runner attached to steel deck with steel fasteners or welds spaced max 24 in.(610 mm)OC.When slotted ceiling runner is used,deflection channel shall not be used. ' THE STEEL NETWORK INC—VertTrack VTD362,VTD400,VTD600 and VTD800 B.Studs—Steel studs to be min 2-1/2 in. (64 mm)wide.Studs cut 1/2 in.to 1-1/4 in. (13 to 32 ' mm)less in length than assembly height with bottom nesting in and secured to floor runner. When slotted ceiling runner(Item 2A2)is used,steel studs secured to slotted ceiling runner with No.8 by 1/2(13 mm)long wafer head steel screws at mid-height of slot on each side of wall.When deFlection channel is not used,studs to nest in ceiling runner without attachment. � C.Gypsum Board*—Gypsum board sheets installed to a min total 5/8 in.(16 mm)or 1-1/4 in. (32 mm)thickness on each side of wall for 1 and 2 hr fire rated assemblies,respectively.Wall to be constructed as specified in the individual U400 or V400 Series Design in the UL Fire Resistance Directory except that a max 1/2 in.(13 mm)or max 1 in. (25 mm)gap shall be maintained between the top of the gypsum board and the bottom of the floor-ceiling assembly on the side , opposite the beam.The screws attaching the gypsum board to the studs along the top of the wall shall be located 1 to 3-1/2 in.(25 to 89 mm)below the bottom of the ceiling runner.Gypsum board to extend a min 3 in.(76 mm)above the bottom of Z clips on side of wall adjacent to beam.The screws attaching the gypsum board to the studs along the top of the wail shall be located 1 to 3-1/2 ' in.(25 to 89 mm)below the bottom of the ceiling runner.No gypsum board attachment screws shall be driven into the ceiling runner. 3.7oint System—Max separation between spray-applied material on bottom of floor and top of wall(at time ' of installation of joiM syatem)is i/2 in.(13 mm)or i in.(25 mm).The joint syctem is desiyned to accommodate a max 100 percent compression or extension from its installed width. A.Fill,Void or Cavity Material*—For nom 1/2 in.(13 mm)joints,a nom 20 gauge steel angle provided with a nom 1 in.(25 mm)wide intumescent strip on one leg.Angle to be secured to the ' bottom leg of each z clip with the intumescent strip against the outer face of gypsum board on side of wall adjacent to beam with min No.8 steel sheet metal screws such that the intumescent strip is Flat against the outer surface of the wall. ' CALIFORNIA EXPANDED METAL PRODUCTS CO—Firestik FS1 Ai.Fill,Void or Cavity Material* —For nom 1 in.(25 mm)joints,a nom 20 gauge steel angle provided with a nom 2 in. (51 mm)wide intumescent strip on one leg.Angle to be secured to the ' bottom leg of each z clip with the intumescent strip against the outer face of gypsum board on side of wall adjacent to beam with min No. 8 steel sheet metal screws such that the intumescent strip is flat against the outer surface of the wall. ' CALIFORNIA EXPANDED METAL PRODUCTS CO—Firestik F52 *.Bearing the UL Classification Mark � ' Last Up�ted on 2009-05-15 �QUESt10�5?� �� NntirP r,f Disclaimer Paae Too ' � ariaht �O 2009 nderwriters Laboratories Inc.p , , http://database.ul.com/cgi-bin/XYV/template/LISEXT/1FRAME/showpage.html?name=... 10/27/2009 1�t1131V.L1 W-L-V•t// �Juu1� �y�wiva - -� ' 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 reprodudion 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 mampulatlon 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 2009 Underwriters Laboratories Inc.O" An :ndspentler:t arganiza;€on wr?kin� te; a safe! evoriri x�i:n iniegrity, c!ec!sion and knowie��:;. ' ' i : , �. : � �., � _��\._t. _i... [...�.. .. ' ' ' ' ' ' ' , ' ' ' ' � ' ' , http://database.ul.com/cgi-bin/XYV/template/LISEXT/1FRAME/showpage.html?name=... 10/27/2009 ' � ' 1 Hour Interior Non-Bearing Wall Fire Resistant Ratings-ANSI/UL 263 Design No. U465 Partition Twe 2— (see Partition Tvne Sheets A10.02 &A10.03) ' � ' ' . ' ' ' ' ' 1 ' ' 1 ' ' ' 1 tS1iU V.U4bJ -I'lie tCCSI�I'dI1�C lutull��L'11V�.7LlJL GVJ - �-b- - --- � ' ` � nu��a�e neef��nar�nue n�o�rTdRY 3 � , BXUV.U465 � Fire Resistance Ratings - ANSZ/UL 263 ' Paae Bottom Design/System/Construction/Assembly Usage Disclaimer ' • Authorities Having]urisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Listed or Classified products,equipment,system,devices,and materlals. ' • Authoritfes Having Jurisdictlon should be consulted before construction. • Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements.The published infortnation cannot always address every construction nuance encountered in the field. • When field issues arise,it is recommended the first contact for assistance be the technical service staff provided by the product manufadurer noted for the design.Users of fire resistance assemblies are advlsed to consu�t the general Guide Infortnation for each , product category and each group of assemblies.The Guide Information includes specifics conceming altemate materials and alternate methods of construdion. • Only products which bear UL's Mark are considered as Classified,Listed,or Recognized. ' Fire Resistance Ratings - ANSI/UL 263 ' SeP General Information for Fire Resistance Ratinas-ANSI/UL 263 Desipn No.U465 ' February 18,2010 Nonbearinp Wall Ratiny—1 HR. ' � � � 1�! l�./ � � : ' � � : ., - - - - — •. , , .• .. . ;, . : . .. _...- _.—�! �.•-�: • r.-.. ..:•:..�,.s•.. :..• . :•.:•:...o,-e... � ::a.:r-: ✓�="":.: M•r.�. . c j;; it ;ir'i' � °_. !. � i f- .�.jr �: :. .,;: ,'••,`., f 4 :{....i.... .` v._:�.':.i•.�`-.�...j..._ ...�..�:i�J.a_ .w_..._:._�,...... ' ._.»..n....�.r.�«.r.�wl f! ..�J.+��.'�f.�.�...w� •• +'.. ' : ^ Yr' �, .• `ry{'M �it'Aw�f;�wF:` e. �� '• �..�.... .�..�.�...� _ �-�- }.��-:.�.:...:-: ��'..,�.,--...�..,�"^'�'^'��;�.�cc:'�:.�=:n�...,. .`�.� F�w+"�'"' .. ._ i . ' 11. , � ,,�"' ' 1.Floor and Ceiliny Runners—(not shown) —Channel shaped runners,3-5/8 in.deep(min),1-1/4 in. legs,formed from min No.25 MSG galv steel,attached to Floor and ceiling with fasteners spaced 24 in.OC max. lA.Framiny Members•—Floor and Ceiliny Runners—(Not shown)—As an altemate to Item 1-Channel shaped, ' min 3-5/8 in.deep,attached to Floor and ceiling with fasteners 24 in.OC.max. ALLSTEEL 8�GYPSUM PRODUCTS INC—Type SUPREME Framing System ' CONSOLIDATED FABRICATORS CORP, BUILDING PRODUCTS DIV—Type SUPREME Framing System ' QUAIL RUN BUILDING MATERIALS INC—Type SUPREME Framing System ' SCAFCO STEEL STUD MANUFACTURING CO—Type SUPREME Framing System ' http://database.ul.com/cgi-bin/XYV/template/LISEXT/1FRAME/showpage.html?naxne=BX... 3/1/2010 1S1iU V.U407 -I'liC I�C�l�l'Q11VG i\ul,ilt�� -cu�uai vi.�.v✓ --a- — -- - ' STEEL CONSTRUCTION SYSTEMS INC—Type SUPREME Framing System ' 16.Framinp Members'�-Floor and Ceilinp Runners—Not shown-In lieu of Item 1—For use with Item 28, proprietary channel shaped runners,1-1/4 in.wide by min 3-5/8 in.deep fabricated from min 0.020 in.thick galv steel, ' attached to floor and ceiling with fasteners spaced 24 in.OC max. CRACO MFG INC—SmarterTrack20TM,SmartTrack20TM ' MARINO\WARE A DIV OF WARE INDUSTRIES INC—Viper20STM Track,Viper20DTM Track ' SC.Floor and Ceiliny Runners—(Not shown)—For use with Item 2C-Channel shaped,fabricated from min 20 MSG corrosion-protected or galv steel,min depth to accommodate stud size,with min 1 in.long legs,attached to floor and ceiling with fasteners spaced max 24 in.OC. ' 1D.Framinp Members*—Floor and Ceiliny Runnero—Not shown-In lieu of Items 1 through SC—For use with Item 2D and 4G only,proprietary channel shaped runners, 1-1/4 in.deep by min 3-5/8 in.wide fabricated from min 0.015 in. thick galv steel,attached to floor and cefiing with fasteners spaced 24 in.OC max. ' CLARKWESTERN BUILDING SYSTEMS INC—CW ProTRAK ' DIETRICH INDUSTRIES INC—DIETRICH ProTRAK DMFCWBS L L C—ProTRAK ' 2.Steel Studs—Channel shaped,3-5/8 in.deep(min),formed from min No.25 MSG galv steel spaced 24 in.OC max. Studs to be cut 3/4 in. less than assembly height. ' 2A.Framiny Members*—Steel Studs—As an altemate to Item 2-Channel shaped studs, min 3-5/8 in.deep,spaced a max of 24 in.OC.Studs to be cut 3/4 in.less than assembly height. ALLSTEEL&GYPSUM PRODUCTS INC—Type SUPREME Framing System ' CONSOLIDATED FABRICATORS CORP, ' BUILDING PRODUCTS DIV—Type SUPREME Framing System QUAIL RUN BUILDING MATERIALS INC—Type SUPREME Framing System ' SCAFCO STEEL STUD MANUFAGTURING CO—Type SUPREME Framing System ' STEEL CONSTRUCTION SYSTEMS INC—Type SUPREME Framing System ' 2B.Framiny Members*-Steel Studs—Not shown-In lieu of Item 2—For use with Item 16,proprietary channel shaped steel studs, 1-1/4 in.wide by min 3-5/8 in.deep fabricated from min 0.020 in.thick galv steel.Studs cut 3/4 in. less in length than assembly height. CRACO MFG INC—SmarterStud20TM,SmartStud20TM ' MARINO\WARE A DIV OF WARE INDUSTRIES ' INC—Viper20STM,Viper20D^" 2C.Stcel Studs—(As an alternate to Item 2,For use with Item 4E)Channel shaped,fabricated from min 20 MSG ' corrosion-protected or galv steel,3-1/2 in. min depth,spaced a max of 16 in.OC.Studs friction-fit into floor and ceiling runners. Studs to be cut 5/8 to 3/4 in.less than assembly height. thttp://database.ul.com/cgi-bin/XYV/template/LISEXT/1FRAME/showpage.html?name=BX... 3/1/2010 131iU V.U4UJ �I'lIG iCC�l�1,Qd1�:G 1u1.611i�� -tu��y va��.v✓ --a- - -- - ' 2D.Framiny Member�•—Steel Studs—As an attemate to Items 2 through 2C-For use with Item 1D and 4G only, channel shaped studs,min 2-i/2 in.wide fabricated from min 0.018 in.thick galv steel,spaced a max of 24 in.OC.Studs ' to be cut 1/2 in.less than assembly height. CLARKWESTERN BUILDING SYSTEMS INC—CW ProSTUD ' DIETRICH INDUSTRIES INC—DIEfRICH ProSTUD DMFCWBS L L C—ProSTUD ' 3.Battc snd Biankets*—(Optional)—Mineral wool or gtass fiber batts partially or completely filling stud cavity. ' See Battc and Blankets(BZ7Z)category for names of Classified companies. 3A.Fiber,Sprayed*—As an altemate to Batts and Btankets(Item 3)—Spray applied cellulose material.The fiber is applied with water to completely fitl the enclosed cavity in accordance with the application instructions supplied with the ' product.Nominal dry density of 3.0 Ib/ft.Altemate application method:The fiber is applied with U.S.Greenfiber LLC Type .AD100 hot melt adhesive at a nominal ratio of one part adhesive to 6.6 parts fiber to completely fill the enclosed cavity in accordance with the application instructions supplied with the product.Nominal dry density of 2.5 Ib/ft3. , U S GREENFIBER L L C—Cocoon2 Stabilized or Cocoon-FRM(Fire Rated Material) 3B.Fiber,Sprayed*—As an altemate to Batts and Blankets(Item 3)and Item 3A-Spray applied cellulose insulation ' material.The fiber is applied with water to interior surfaces in accordance with the application instructions supplied with the product.Applied to completely fill the enclosed cavity.Minimum dry density of 4.3 pounds per cubic ft. NU-WOOL CO INC—Cellulose Insulation ' 4.Gypsum Board#—5/8 in.thick,4 R wide,attached to steel studs and floor and ceiling track with 1 in. long,Type S steei screws spaced 8 in.OC.along edges of board and 12 in.OC in the field of the board.]oints oriented vertically and staggered on opposite sides of the assembly.When attached to item 6(resilient channels)or 6A(furring channels), ' gypsum board is screw attached to furring channels with 1 in.long,Type S steel screws spaced 12 in.OC. AMERICAN GYPSUM CO—Types AG-C,AGX-1 ' BEI7ING NEW BUILDING MATERIALS PUBLIC LTD CO—Type DBX-1. ' CANADIAN GYPSUM COMPANY—Types AR,C,IP-AR,IP-Xl,IP-X2,IPC-AR,SCX,SHX,WRC or WRX. ' CERTAINTEED GYPSUM INC—Types 1,EGRG,GlasRoc,ProRoc Type X,ProROC Type C. CERTAINTEED GYPSUM CANADA INC—ProRoc Type C,ProRoc Type X or ProRoc Type Abuse-Resistant. 1 GEORGIA-PACIFIC GYPSUM L L C—Types 5,6,9,C,DAP,DD,DA,DAPC,DGG,D5,GPF56. ' LAFARGE NORTH AMERICA INC—Types LGFC2,LGFC2A,LGFC6,LGFC6A,LGFC-C,LGFC-C/A,LGFC-WD. ' NATIONAL GYPSUM CO—Types FSK,FSK-C,FSK-G,FSW-C, FSW-G,FSW,FSW-3, FSW-5,FSW-6. PABCO BUILDING PRODUCTS L L C,DBA ' PABCO GYPSUM—Type PG-C,PG-11 or PG-9. ' PANEL REY 5 A—Type PRX. , http://database.ul.com/cgi-bin/XYV/template/LISEXT/1FRAME/showpage.html?name=BX... 3/1/2010 t31iU V.U�F�J -I'llC Ac�law.u�c i�ai.u��-cu.vL�,��..,.. ... ' : SIAM GYPSUM INDUSTRY(SARABURI)CO LTD—Type EX-1 , TEMPLE-INLAND—Type X,Veneer Plaster Base-Type X,Water Rated-Type X,Sheathing-Type X,Soffit-Type X,TG- C,GreenGlass Type X,Type X ComfortGuard Sound Deadening Gypsum Boarcl. ' UNITED STATES GYPSUM CO—Type AR,C,FRX-G,IP-AR, IP-Xl,IP-X2,IPC-AR,SCX,SHX,WRC,WRX,USGX(Joint tape and compound,Item 5,optional for use with Type USGX). ' USG MEXICO S A DE C V—Type AR,C,IP-AR,IP-Xi,IP-X2,IPC-AR,SCX,SHX,WRC or WRX. ' 4A.Gypsum Board* —(As alternate to Item 4)-Nom 5/8 in.thick gypsum panels with beveled,square or tapered edges, applied vertically or horizonWlly.Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs.Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered or backed by steel framing.Panels attached to steel studs and floor runner with 1 fn.long Type S steel screws spaced 8 in.OC when applied horizontally,or 8 in.OC along vertical and bottom edges and 12 in.OC in the field when panels are applied vertically.When ' used in widths other than 48 in.,gypsum panels to be installed horizontally. CANADIAN GYPSUM COMPANY—Types AR,C,IP-AR,IP-XS,IP-X2,IPC-AR,SCX,SHX,WRC or WRX. , CERTAINTEED GYPSUM INC—ProRoc Type X,ProRoc Type C. ' CERTAINTEED GYPSUM CANADA INC—ProRoc Type X,ProRoc Type C. GEORGIA-PACIFIC GYPSUM L L C—Types DAP,DAPC,DGG,D5. ' LAFARGE NORTH AMERICA INC—Type LGFC6A,LGFC-C/A , UNITED STATES GYPSUM CO—T ype AR,C,FRX-G,IP-AR,IP-Xl,IP-X2,IPC-AR,SCX,SHX,WRC,WRX, ,USGX(]oint tape and compound,Item 5,optional for use wfth Type USGX). ' USG MEXICO 5 A DE C V—Type AR,C,IP-AR,IP-Xi,IP-X2,IPC-AR,SCX,SHX,WRC or WRX. 4B.Gypsum Bosrd* —(AS an alternate to Items 4 or 4A)—Nom 3/4 in.thick,4 ft wide,installed as described in Item 4A ' with screw length increased to i-1/4 in. CANADIAN GYPSUM COMPANY—Types AR,IP-AR. ' 11NiTED STATES GYPSUM CO—Types AR,IP-AR. ' USG MEXICO S A DE C V—Types AR,IP-AR. 4C.Gypsum Board* —As an alternate to Items 4,4A,and 48-Nom.5/8 in.thick gypsum panels,with square edges, applied horizontally.Gypsum panels fastened to framin9 with i in. long bugle head steel screws spaced a max 8 in. OC, ' with last 2 screws 3/4 in.and 4 in.from each edge of board.Horizontal joints need not be backed by steel freming. Horizontal edge jofnts and horizontal butt joints on opposite sides of studs on interior walls need not be staggered or backed by steel framing. ' TEMPLE-INLAND—GreenGlass Type X. 4D.Gypsum Board*—As an alternate to Items 4,4A,4B,and 4C-Nom.5/8 in.thick gypsum panels applied ' horizontally.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.Gypsum panels fastened to framing with 1 in.long Type S steel screws 1- 1/2 in.from board edges, 3 in,from board edge and every 8 in.OC in the field.Screws spaced a max 12 in.along the top and bottom edges of the wall. ' NATIONAL GYPSUM CO—Types FSK,FSK-C,FSK-G,FSW-C,FSW-G,FSW. , http://database.ul.com/cgi-bin/XYV/template/LISEXT/1FRAME/showpage.html?name=BX... 3/1/2010 ts1�U v.u�+v� -ruc n��i�uu��.a�u,g� -��...,.,...�...,., _ ' . 4E.Gypcum Board*—(As an altemate to Items 4 through 4D)-Installed as described in Item 4.5/8 in.thick,4 ft.wide, ' paper surtaced,applied vertically only and fastened to the studs and plates with 1 in.long,Type S steel screws spaced,7 in.OC.Not to be used with item 6. NATIONAL GYPSUM CO—SoundBreak XP Type X Gypsum Board ' 4F.Gypsum Board*—(Not Shown)-(As an alternate to Item 4 when used as the base layer on one or both sides of wall. For direct attachment only to steel studs Item 2C)-Nom 5/8 in.thick lead backed gypsum panels with beveled,square or tapered edges,applied vertically.Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of ' studs.Gypsum board secured to studs with 1-1/4 in.long Type 5-12 steel screws spaced 8 in.OC at perimeter and 12 in. OC in the field. RAY-BAR ENGINEERING CORP—Type RB-LBG ' 4G.Gypsum Board*—(As an altemate to Items 4 through 4F)—For use with Items iC and 2C only,5/8 in.thick,4 R wide,attached to steel studs and floor and ceiiing track with 1 in. long,Type S steel screws spaced 8 in.OC.along edges of board and 12 in.OC in the fleld of the board.Joints oriented vertically and staggered on opposite sides of the assembly. ' NATIONAL GYPSUM CO—Types FSW , UNITED STATES GYPSUM CO—Type SCX ' 4H.Wall and Partition Facinqs and Accessoriec'�—(As an altemate to Items 4 through 4G)—Nominal 5/8 in.thick,4 ' ft wide panels,applied vertically and secured as described in Item 4. QUIET SOIUTION INC—Types QuietROCk ES,QuietRock 527. ' S.loint Tape and Compound—Vinyl,dry or premixed joint compound,applied in two coats to joints and screw heads; paper tape,2 in.wide,embedded in first layer of compound over atl joints.As an altemate,nominal 3/32 in.thick gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard.]oints refnforced.Paper tape and joint compound may be omitted when gypsum boards are supplied with square edges. ' 6.Resilient Channel—(Optional-NOt Shown)—25 MSG galv steel resflient channels spaced vertically max 24 in.OC, Flange portfon attached to each intersecting stud with 1/2 in. long type S-12 pan head steel screws.May not be used with Item 4F. ' 6A.Stcel Framinp Members(NOt Shown)*—As an alternate to Item 3,furring channels and resiiient sound isolation clip as described below: a.Furrinp Channelc—Formed of No.25 MSG galv steel.2-3/8 in.wide by 7/8 in.deep,spaced ' 24 in.OC perpendicular to studs.Channels secured to studs as described in Item b.Ends of adjoining channels are overlapped 6 in.and tied together with double strand of No. 18 SWG galv steel wire near each end of overlap.As an altemate,ends of adjoining channels may be overlapped 6 in.and secured together wfth two self-tapping No. 6 framing screws,min 7/16 in.long at the mid oint of the overlap,with one screw on each Flange of the channel. , P , b.Framinp Members*—Used to attach furring channels(Item a)to studs(Item 1).Clips spaced 48 in.OC.,and secured to studs with 1-5/8 in.wafer or hex head Type S steel screw through the ' center grommet.Furring channels are friction fitted into clips. PAC INTERNATIONAL INC—Type RSIC-1. , 6B.Framinp Members*—Optional-Not Shown-Used as an altemate method to attach resilient channels(Item 6). Clips attached at each intersection of the resilient channel and the steel studs(Item 2).Resilient channels are friction fitted into clips,and then clips are secured to the stud with min. 1 in. long Type 5-12 pan head steel screws through the center hole of the clip and the resilient channel flange. ' KEENE BUILDING PRODUCTS CO INC—Type RC Assurance. ' 7.Wall and Partition Facinqs and Accescories*—(Optional, Not shown)—Nominal 1/2 in.thick,4 ft wide panels,for optional use as an additional layer on one or both sides of the assembly.Panels attached in accordance with manufacturer's recommendations.When the QR-510 panel is installed between the steel framing and the UL Classified gypsum board,the required UL Classified gypsum board layer(s)is/are to be installed as indicated as to fastener type and spacing,except that the required fastener length shail be increased by a minimum of 1/2 in.Not evaluated or intended as a substitute for the ' required layer(s)of UL Ciassified Gypsum Board. ' http://da.tabase.ul.com/cgi-bin/XYV/template/LISEXT/1FRAMEIshowpage.html?name=BX... 3/1/2010 131iU V.U�FOJ '�'ll'C 1<CJ1JL'Q11�:G 1�6ut�� -tu��L vL c.v✓ - -o- - -- ' ' QUIET SOLUTION INC—Type QuietROCk QR-530. ' 8.Lead Battan Strips—(NOt Shown,For Use With Item 4E)-Lead batten strips,min 1-1/2 in.wide,max 10 ft long with a max thickness of 0.125 in.Strips placed on the interior face of studs and attached from the exterior face of the stud with two 1 in.long Type S-12 pan head steel screws,one at the top of the strip and one at the bottom of the strip. Lead batten strips to have a purity of 99.9°k meeting the Federal specification QQ-L-201f,Grade"C".Lead batten strips required behind ' vertical joints of lead backed gypsum board(Item 4E)and optional at remaining stud locations.Required behind vertical joints. 9.Lead Discs or Tabs—(Not Shown,For Use With Item 4E)-Used in lieu of or in addition to the lead batten strips(Item ' 8)or optional at other locations-Max 3/4 in.diam by max 0.125 in.thfck lead discs compression fitted or adhered over steel screw heads or max 1/2 in.by 1-1/4 in.by max 0.125 in.thick lead tabs placed on gypsum boards(Item 4E) underneath screw locations prior to the installation of the screws. Lead discs or tabs to have a purity of 99.9°Yo meeting the Federal specification QQ-L-201f,Grade"C". ' *Bearing the UL Classification Mark Wst Uodated on 2010-02-18 , Ouestions? Notice of Disclaimer Paae Too ��yriaht Cc�2010 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 pertnits 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 m 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 2010 Underwritere Laboratories Inc.O" An indeperdent crganization workir;6 ior a safer worid with integrity, p;ecision and knox,ea,c. , ..r:. }-.i'. \ � F . ' �_'.. . _ T �f� ' ' , ' ' ' ' , ' http://database.ul.com/cgi-bin/XYV/template/LISEXT/1FRAME/showpage.html?name=BX... 3/1/2010 ' ' 2 Hour Interior Non-Bearing Wall Fire Resistant Ratings-ANSWL 263 Design No. U411 Partition Type 4-- (see Partition Type Sheets A10.02 &A10.03) ' ' ' , ' , ' ' � . . ' ' ' .' ' t ' ' ' ' ts1�U V.u�tl i -ruC t�C�isuui�c na�iug� �A1VJL VL LVJ _�b., _ „_.. , "� ' BXUV.U411 Fire Resistance Ratings - ANSI/UL 263 , �ae Bottom Design/System/Construction/Assembly Usage Disclaimer ' • Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Listed or Classified products,equipment,system,devices,and materials. ' • Authorlties Having Jurisdiction should be consulted before construction. • Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements.The published infortnation cannot always address every construction nuance encountered in the field. • When field issues arise,it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design.Users of fire resistance assemblies are advised to consult the general Guide Information for each ' produd category and each group of assemblies.The Guide Information includes specifics conceming alternate materials and alternate methods of construction. • Only products which bear UL's Mark are considered as Classlfied,Listed,or Recognized. ' ____�_ --� �_ _�__ ,_ _._ ._T.___.________...-----__._.... Fire Resistance Ratings - ANSI/UL 263 ' SeP�enerel Information for Fire Resistance Ratinq�-ANSI/UL 263 Desiyn No.U411 ' October 28,2009 Nonbearinp Wall Ratiny—2 HR. ' 4 � � � .� < � � � 1 '�. .� � , :4 ...�;,,-r.+�-:^ . •.. ... ";:: ••:•:,••• —•�:::::.� •::;:r:r�?Y�;r;::•. .�....::. _....:........ � . .. _,.::� •-•� •...� ...�.:,�,w;:•:::. '..;: :'•� x. x�.it". .::a<,..:.:... ..r- .+.+. •'^-' �' .. ..:n: . . •a. :!� .. . ..:?%!�"•..: .. � ;.;�'5:.. :i::..... -.. _• e�,. . ,..... .;wG, . ._._ . ... x:.:. . ...:. ....:w .. . :... �f� � _ ) °v: ' �•~� � 1,' ;�, �t •�ti • 7� 2 • ' ' p�'t .:R } �i�'i y�, �"% ��' ,�'�� , ��' �� r • .�`�'�i -.� , • ` �' � �°P:. .- . r»� . .. . ,,. ,�, . ._ . . .. � .. . .. :. '.,:�•.�:"•� _ :. . `�:, iy' ,y.. ��r:� E�•.�:�'._i:.:i:.::.__•�'•:' .� .. ••w .e;' ' ' � ... . w .. . . . . . .. .....J... • . '._ e�'r ..."....� . ..::.: ....... .... . .. :. •. •.. .......:• �;.,�; :rr.►)' ...1f�! � . • ..:..... w:: ...• ..-...caY!!•.�efna.: i`:: ... .."Jr :.... .,.cw.•+..' . .....n»-�...:..: .......... .sdMi.%'".. ",=�i ' . '�.'•. > � • � � ' 1. Floor and Ceiliny Runner—(Not Shown)—Min.25 MSG galv steel, 1 in.return legs,2-1/2 in.deep(min),attached to Floor and ceiling with fasteners 24 in.OC max. t lA.Framiny Members*—Floor and Ceiliny Runnere—(Not shown)—As an alternate to Item 1-For use with Item 2A,channel shaped,min 2-1/2 in.deep,attached to floor and ceili�g with fasteners 24 in.OC.max. SCAFCO STEEL STUD MANUFACTURING CO—Type SUPREME Framing System ' SB.Floor and Ceiliny Runners—(Not shown)—For use with Item 2B-Channel shaped,fabricated from min 20 MSG corrosion-protected or galv steel,min width to accommodate stud size,with min 1 in. long legs,attached to floor and ' ceiling with fasteners spaced max 24 in.OC. 1C.Framinp Members*—Floor and Ceiling Runners—(Not shown)—As an alternate to Item 1 -For use with Item 2B,channel shaped,min 2-1/2 in.wide fabricated from min 0.015 in.thick galv steel,attached to floor and ceiling with fasteners 24 in.OC. max. ' ' http://da.tabase.ul.com/cgi-bin/XYV/template/LISEXT/1FR.AME/showpage.html?name=... 10/30/2009 D1�U V.U�+1 1 - I'll G AW t�uui�c l�a�ui�o -r��•v.�v,..��..,., - --a- - -- - ' CLARKWESTERN BUILDING SYSTEMS INC—CW ProTRAK ' DIETRICH INDUSTRIES INC—DIETRICH ProTRAK ' DMFCWBS L L C—ProTRAK 2.Steel Studs—Min 2-1/2 in.deep,formed of min 25 MSG galv steel max stud spacing 24 in.OC.Studs to be cut 3/4 in. , less than assembly height. 2A.Framiny Members*—Stael Studs—A5 an alternate to Item 2-For use with Item lA,channel shaped studs,min 2- 1/2 in.deep,spaced a max of 24 in.OC.Studs to be cut 3/4 in.less than assembly height. ' SCAFCO STEEL STUD MANUFACTURING CO—Type SUPREME Framing System 2B.Steel Studs—(As an alternate to Item 2,For use with Item 4D)Channel shaped,fabricated from min 20 MSG , corrosion-protected or galv steel,3-1/2 In.min depth,spaced a max of 16 in.OC.Studs friction-fit into floor and ceiling runners.Studs to be cut 5/8 to 3/4 in.less than assembly height. 2C.Framiny Members*—Steel Studs—0.s an alternate to Item 2-For use with Item iB,channel shaped studs,min 2- ' 1/2 in.wide fabricated from min 0.015 in.thick galv steel,spaced a max of 24 in.OC.Studs to be cut 3/4 in. less than assembly height. CLARKWESTERN BUILDING SYSTEMS INC—CW ProSTUD ' DIETRICH INDUSTRIES INC—DIEfRICH ProSTUD ' DMFCWBS L L C—ProSTUD 3.Batts and Blankets*—(Optional)—Mineral wool or glass fiber batts partially or completely filling stud cavity.Fasten , each batt to waliboard base layer with a min 9/16 in. long staple.Use five staples for each 4 ft piece. Drive one staple in the center of each piece and a staple at each comer,approx 3 in.from edges. See Batts and Blankets(BZ]Z)category for names of manufacturers. , ' 3A.Fiber,Sprayed*—As an altemate to Batts and Blankets(Item 3)—Spray applied cellulose material.The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product.Nominal dry density of 3.0 Ib/ft.Altemate application method:The fiber is applied with U.S.Greenfiber LLC Type AD100 hot melt adhesive at a nominal ratio of one part adhesive to 6.6 parts fiber to completely fill the enclosed cavity in ' accordance with the application instructions supplied with the product.Nominal dry density of 2.5 Ib/ft3. U S GREENFIBER L L C--Cocoon2 Stabilized or Cocoon-FRM(Fire Rated Material) , 3B.Fiber,Sproyed*—As an altemate to Batts and Blankets(Item 3)and Item 3A-Spray applied cellulose insulation material.The fiber is applied with water to interior surfaces in accordance with the application instructions supplied with the produd.Applied to completely fill the enclosed cavity. Minimum dry density of 4.3 pounds per cubic ft. , NU-WOOL CO INC—Cellulose Insulation ' 4.Gypsum Board*—5/8 in.thick,outer layer paper,glass mat or vinyl surfaced. (Laminated System)Gypsum board applied vertically in two layers. Inner layer attached to studs with 1 in.long Type S steel screws spaced 8 in. OC along vertical edges,and 12 in.OC in the field and outer layer taminated to inner layer with joint compound,applied with a notched spreader producing continuous beads of compound about 3/8 in.in diameter,spaced not greater than 2 i�.OC. Joints of laminated outer layer offset 12 in.from inner layer joints Outer layer gypsum board attached to floor and ceiling ' runner track with 1-5/8 in. long Type S steel screws spaced 12 in.OC. Optional, (Direct Attached System),Inner layer attached to studs with 1 in.long Type S steel screws spaced 16 in.OC in the field and along the vertical edges.Outer layer attached to the studs over the inner layer with 1-5/8 in. long Type 5 ' steel screws spaced 16 in.OC in the field and along the vertical edges and 12 in.OC to the floor and ceiling runners.Joints of screw-attached outer layer offset from inner layer joints.Joints of outer layer may be taped or untaped. Nom 3/32 in.thick gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard.Joints ' reinforced. Ihttp://database.ul.com/cgi-bin/XYV/template/LISEXT/1FRAME/showpage.html?name=... 10/30/2009 DALI V.lJ"F11 �1'111,1\VDIJKI11VV LwLUib�a a u.v.i v�.rv.. ,,, ' AMERICAN GYPSUM CO—Types AGC,AGX-1,AGX-li. ' BEDING NEW BUILDING MATERIALS PUBLIC LTD CO—Type DBX-1. ' CERTAINTEED GYPSUM INC—Types 1, FRPC,EGRG,ProRoc Type X or ProRoc Type C. , CERTAINTEED GYPSUM CANADA INC—ProROC Type C,ProRoc Type X or ProRoc Type Abuse-Resistant. ' CANADIAN GYPSUM COMPANY—Type AR,C,FCV,IP-AR,IP-Xl,IP-X2,IPC-AR,SCX,SHX,WRC or WRX. GEORGIA-PACIFIC GYPSUM L L C—Types 5,6,9,C,DAP,DD,DA,DAPC,DGG, DS,GPFS6. ' LAFARGE NORTH AMERICA INC—Types LGFC2, LGFC2A, LGFC3,LGFC6,LGFC6A,LGFC-C,LGFC-C/A,LGFC-WD. , NATIONAL GYPSUM CO—Types FSK-C,FSW, FSW-3,FSW-5,FSW-6,FSW-C,FSW-G, FSMR-C,SoundBreak XP Type X Gypsum Board. ' PABCO BUILDING PRODUCTS L L C,DBA PABCO GYPSUM—Type C,PG-3,PG-5,PG-9,PG-11 or PG-C. ' PANEL REY 5 A—Type PRX,or PRC. ' SIAM GYPSUM INDUSTRY(SARABURI)CO LTD—Type EX-1 TEMPLE-INLAND FOREST PRODUCTS CORP—Types TG-C,Type X,Veneer Plaster Base-Type X,Water Rated-Type X, Sheathing Type-X,Soffit-Type X,GreenGlass Type X,Type X ComfortGuard Sound Deadening Gypsum Board. ' UNITED STATES GYPSUM CO—Type AR,C,FCV,FRX-G,IP-AR,IP-Xl,IP-X2,IPC-AR, SCX,SHX,WRC,WRX,USGX. ` ' USG MEXICO S A DE C V—Type AR,C,FGU,IP-AR,IP-Xl,IP-X2,IPC-AR,SCX,SHX,WRC or WRX. 4A.Gypsum Board*—(As an altemate to Item 4)—Nom 3/4 in.thick,installed as described in Item 4 with 1-1/4 in. long Type S screws for inner layer and 2-1/4 in. long Type S screws for outer layer. ' CANADIAN GYPSUM COMPANY—Types AR,IP-AR. ' UNITED STATES GYPSUM CO—Types AR,IP-AR. ' US6 MEXICO 5 A DE C V—Types AR,IP-AR. 48.Gypsum Board*—(AS an alternate to Item 4 and 4A)—5/8 in.thick,24 to 54 in.wide,applied horizontally as the ' outer layer to one side of the assembly. Horizontal joints need not be backed by steel framing.Secured as described in Item 4 for the direct attached system.When used in widths other than 48 in.,gypsum panels to be installed horizontally. , CANADIAN GYPSUM COMPANY—Type SHX. CERTAINTEED GYPSUM INC—ProRoc Type X,ProRoc Type C. ' ' http://database.ul.com/cgi-bin/XYV/template/LISEXT/1FRAME/showpage.html?name=... 10/30/2009 DA lJ V.V Y 1 1 �1'11 V 1\V J10 LLLl1V v 1\{i4111b., �....�.�� — ' CERTAINTEED GYPSUM CANADA INC—ProROC Type X,ProROC Type C. ' UNITED STATES GYPSUM CO—Type SHX,FRX-G. USG MEXICO S A DE C V—Type SHX. ' 4C.Gypsum Board*—(As an altemate to Items 4,4A and 4B)—Two layers of 5/8 in.thick gypsum board applied horizontally or vertically.Inner layer attached to studs with No.6 by 1 in.long Type S bugle head screws spaced 24 in.OC along the top and bottom tracks starting 2 in.and then 12 in.from the vertical edge.Inner layer screws spaced 24 in.OC along the studs,starting 2 in.and then 12 in.from the top and bottom of the studs and starting 1-1/4 in.from the I .Outer la er attached to studs with 1-5/8 in. long Type S bugle head screws , horizontal joints when installed horizonta ly y racks startin 1-3 4 in.from the vertical edge.Outer layer screws spaced 16 aced 16 in.OC alon the top and bottom t 9 / sp 9 _ 1 4 in.and n the studs startin 1-3/4 in.and then S in.from the top and bottom of the studs and starting 1 / in.OC alo 9 , 9 then 8 in.from the horizontal joints when installed horizontally.Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs.Vertical joints in adjacent layers sWggered 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. Horizontat edge joints and horizontal butt joints in adjacent layers staggered a min of 12 in.When outer layers are installed horizontally,vinyl or casein,dry or premixed joint compound shall be applied in two coats to joints and screw heads of ' outer layer.Paper tape,nom 2 in.wide,embedded in first layer of compound over all joints of outer layer panels.Nom 3/32 in.thick gypsum veneer plaster may be applied to the entire surFace of Classified veneer baseboard.Joints reinforced. GEORGIA-PACIFIC GYPSUM L L C—Types 5,9,C,DAP, DGG,DS. , 4D.Gypsum Board* —(Not Shown)-(AS an altemate to Item 4 when used as the base layer on one or both sides of wall.For direct attachment only to steel studs Item 2B)-Nom 5/8 in.thick lead backed gypsum panels with beveled, square or tapered edges,applied vertically.Vertical joints centered over studs and staggered min 1 stud cavity on opposite ' sides of studs.Gypsum board secured to studs with i-1/4 in.long Type S-12 steel screws spaced 8 in.OC at perimeter and 12 in.OC in the field. RAY-BAR ENGINEERING CORP—Type RB-LBG • ' 5.Lead Batten Strips—(Not Shown,For Use With Item 4D)-Lead batten strips,min 1-1/2 in.wide,max 10 ft long with a max thickness of 0.125 in.Strips placed on the interior face of studs and attached from the exterior face of the stud with , two 1 in.long Type S-12 pan head steel screws,one at the top of the strip and one at the bottom of the strip.Lead batten strips to have a purity of 99.9%meeting the Federal specification QQ-L-201f,Grade"C".Lead batten strips required behind vertical joints of lead backed gypsum board(Item 4D)and optional at remaining stud locations.Required behind vertical joints. , 6. Lead Dises or Tabs—(Not Shown,For Use With Item 4D)-Used in lieu of or in addition to the lead batten strips(Item 5)or optional at other locations-Max 3/4 in.diam by max 0.125 in.thick lead discs compression fitted or adhered over steel screw heads or max 1/2 in.by 1-1/4 in.by max 0.125 in.thick lead tabs placed on gypsum boards(Item 4D) undemeath screw locations prior to the installation of the screws.Lead discs or tabs to have a purity of 99.9%meeting the ' Federal specification QQ-L-201f,Grede"C". *Bearing the UL Classification Mark ' Wst Up�ated on 2009-10-28 Questions� ^ Not�rP�f Disclaimer Paae Too ' r,..,,,.:..ti+n�nnq iinrJerwriters Laboratories Inc.O 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 2009 Underwriters Laboratories Inc.O" ' , h ://database.ul.com/cgi-bin/XYV/template/LISEXT/1FRAME/showpage.html?name=... 10/30/2009 , � 17A1/ V.IJYl l �1�11V 1\VJ1JKLlivv L\W4111bu .u.vu v+.. �.... .. , ' An ind2pendent orgonizalian workirp tc� a safer world Kitn integrfty, precision and knov�le4�e. , k . � ` . , .. :... \- 'i .f.. , i ' ' ' ' ' ' ' ' ' ' ' ' ' ' , ' http://database.ul.com/cgi-bin/XYV/template/LISEXT/1FRAME/showpage.html?name=... 10/30/2009 ' ' 2 Hour Interior Bearing Wall Fire Resistant Ratings-ANSWL 263 Design No. U308 Partition Type W4-- (see Partition Type Sheets A10.02 &A10.03) ' , 1 ' ' ' ' ' 1 ' , , ' ' ' ' ' 1JAl/ V.V J V V -1�11�.1\�.Dlouuavv au�.�uab.� a u.v�. .++........ � ' � ANI ILG PCdTIGIPITIAYQ fl10Cf!TRQ� � ' BXUV.U308 Fire Resistance Ratings - ANSI/UL 263 , �e Bottom Design/System/Construction/Assembly Usage Disclaimer ' • Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Listed or Classifled products,equfpment,system,devices,and materials. • Authorities Having]urisdiction should be consulted before construction. , • Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements.The.published information cannot always address every construction nuance encountered in the field. • When field issues arise,it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design.Users of fire resistance assemblfes are advised to consult the general Guide Information for each product category and each group of assemblies.The Guide Information includes specifics conceming altemate materials and altemate ' methods of construction. • Only products which bear UL's Mark are considered as Classified,Listed,or Recognized. ' R sistance Ratin s - ANSI UL 263 Fire e g / ' cop r.o�o�al Information for Fire Resistance Ratinas-ANSI/UL 263 Desiyn No.U308 ' February 19,2009 Bearinp Wall Ratiny—2 Hr ' Load Restrieted for Canadian Applications—See Guide BXUV7 , � U � ' , _ ' :. � � a71 L � ' � � � ' , .. , _ , _ ,., , ,,' ,' 4 � ; s � 2 1 �;lte�at� GQnstructic�n ' ' http://database.ul.com/cgi-bin/XYV/template/LISEXT/1FRAME/showpage.htxnl?name=... 10/30/2009 t51iU V.UJVb �I'lIG I�G,1�Lilll�:G ita�ut��ruv.�L vi+�.v� - --a- — --— ' 1.Wood Studs—Nom 2 by 4 in.spaced 16 in.OC,effectively cross-braced. ' 2.Gypsum Board*—5/8 in.thick,with square or tapered edges,applied vertically or horizontally with vertical joints centered over studs.Horizontal joints need not be backed by framing.Base layer fastened to studs and plates with 1-7/8 in.long 6d cement coated nails or 1-7/8 in.long Type S or W screws spaced 6 in.OC.Face layer fastened to studs and plates over base layer with 2-3/8 in.long 6d cement coated nails or 2-1/4 in. long Type S or W screws spaced 8 in.OC. Face layer joints offset min 12 in.from base layer joints.When used in widths other than 48 in.,gypsum panels to be ' installed horizontally. CANADIAN GYPSUM COMPANY—Type AR,C,IP-AR,IP-Xl,IP-X2,IPC-AR,SCX,SHX,WRC or WRX. ' UNITED STATES GYPSUM CO—Types AR,C,FRX-G,IP-AR,IP-Xl,IP-X2,IPC-AR,SCX,SHX,WRC,WRX,USGX(Joint tape and compound,Item 3,optional for use with Type USGX) , USG MEXICO S A DE C V—Types AR,C,IP-AR,IP-Xl,IP-X2,IPC-AR,SCX,SHX,WRC or WRX. 3.]oints—When tapered edge gypsum board is used,for the face layer joints covered with joint compound and paper ' tape.As an altemate,gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard with joints reinforced.When square-edge gypsum board is used,treatment of joints is optional. 4.Batts and Blsnkets'�—Min 3 in.thick,mineral wool batts,fridion flt between studs. ' THERMAFIBER INC—Type SAFB � 5.Cementitious Backer Units*— 1/2 or 5/8 in.thick,installed vertically or horizontally with vertical joints centered over studs.Fastened to studs and plates with corrosion resistant 2-1/4 in. lonq chamfered,ribbed wafer head screws with a minimum head diameter of.400 inch spaced 8 in.OC.Joints offset min 12 in.from base layer joints. ' UNITED STATES GYPSUM CO—DUROCK Exterior Cement Board or DUROCK Brand Cement Board. 6.]oints—Covered with glass fiber mesh tape and latex modified portland cement mortar or basecoat,or Type I organic ' adhesive. 7.Vapor Retarder,Water Barrier or Weather Resistive Barrier—(Optional,not shown)—As required ' *Bearing the UL Classification Mark Last Up�..ated on 2009-02-19 ' Ouestions? A � Notice of�Disclaimer �� Paae To� ��r�ght n 7nnq IJnderwriters 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 f 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 2009 Undervvriters Laboratories Inc.O" hn :naeoenuer:.t organiza? on warkira ie� a safer wcrla wish in?eqri�y. �recision and kn�,s:ie^g . ' i: ....�. : ''• , � `:�' :��:_ � ' ' ' http://database.ul.com/cgi-bin/XYV/template/LISEXT/1FRAME/showpage.html?name=... 10/30/2009 ' , ' 1 Hour Interior Bearing Wall �'ire Resistant Ratings-ANSWL 263 Design No. U344 ' Partition Type W54&W59 (see Partition Type Sheets A10.02 &A10.03) � , - ' ' ' ' ' ' ' ' ' ' ' ' , ' ' tsxu v.u.s�+�+ -rire tcesistance�ca.�u�� ' L'�iVJl/VL GVJ ---b� . �-� ' � ' BXUV.U344 Fire Resistance Ratings - ANSI/UL 263 tPaae Bottom Design/System/Construction/Assembly Usage Disclaimer ' • Authorities Having]urisdfction should be consulted in all cases as to the particular requirements covering the installation and use of UL Listed or Classified products,equipment,system,devices,and materials. ' • Authorities Having Jurisdiction should be consulted before construction. • Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements.The published information cannot always address every construction nuance encountered in the field. • When field issues arise,it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the desfgn.Users of fire resistance assemblies are advised to consult the general Guide Information for each , product category and each group of assemblies.The Gufde Information includes specifics concerning altemate materiais and altemate methods of construction. • Only products which bear UL's Mark are considered as Classffied,Listed,or Recognized. ' � -- _ —� _—_—__. _ Fire Resistance Rat�ngs - ANSI/UL 263 I ' S�rPnerl Infortnation for Fire Resistance Ratings-ANSI/UL 263 Desipn No.U344 ' ]uly 25,2009 Beanny Wall Ratiny—i Hr. ' ' Finish Ratiny—26 Min. Load Restricted for Canadian Applications—See Guide BXUV7 , r � � � ' . ' .:•r.:ii;:. '�_.:. '.'�:..� `�i"�;'"'•, "`.....�'`��%_'\�'_...-;-•_�'" •1' .. ............ . M; . � .�� l,_.�,� i� 1t '� a, �r �; .;�,. `:� 1 :�' .,;. '� �'.� f '. %'� i +f '�' f �• 'i; i: � t,.' . � ,�, �`�,• •,S, •,��r` '�. ,%. 3• '�. �F,, ,�i, ,i� ;.,� .•Z, I•, 'r . . . , ,,. .. f :� ,_,i�__ '�._:��.�.:I�,..../♦ \_—i\'_:• �'-�''�•._ �..:r»..w..:..•.....-: .. .... .,..� '•�-�.......:. �..: .�w.--.r..............................-.�.�.--, , :'.r....._,. _._._..... ......... ' _. ._ _. .. .. .. ..._....�_......,._._.. _ —_�_ -_ .. -- - .—_ - _�� _._..:.._.._. _ " • .<. , • �:�s:_...::...•....._.._.:�W.:.;. -•_—.:.�...._--»_.w,..__._.�.__......._..._ �-�. .�.:s-.� ....;...�•.: .... -=�---�-= ...._._ : . .. .. ........ . . . . . . ... . . . . .. .. . . . .. . . .. . .. .. . . .: . .. . .. . . . . . ... ... . . . . . . . . ... ... . . . ... ... � , 2 �J � � � , http://database.ul.com/cgi-bin/XYV/template/LISEXT/1FRAME/showpage.html?name=... 10/30/2009 1s1�u v.u��+�+-r ire nC�i�uu��c na�u�g� -�.�L�,.,�.,., --a- - -- - ' �J � ' 1 1 - � � � 1 � ' 1.Wood Studs—Nom 2 by 4 in.spaced 24 in.OC,laterally braced,and effectively fire stopped at top and bottom. 2.Wood Structural Panel Sheathinp—Nom 15/32 in.thick,4 f�wide APA Rated Sheathing 32/16.Exposure 1,plywood or oriented strand board(OSB)per PSS,P52 or APA Standard PRP-108.Installed with long dimension of sheet(strength ' axis)or face grain of ptywood,parallel with studs.Vertical joints centered on studs,and staggered one stud space from wallboard joints.Horizontal joints backed with nom 2 by 4 in.wood backing.Attached to studs on exterior side of wall with 6d cement coated steel box nails spaced 12 in.OC along interior studs and 6 in.OC at perimeter of panels. 3. Batts and Blankets*—3-1/2 in.thick foil-faced glass fiber batts.Supplied in rolis 23 in.wide.Density to be nom 0.70 pcf.Placed in stud cavity and secured to studs with 5/8 in.long steel staples spaced nom 12 in.OC. ' See Batts snd Blankets* (BZ]Z)category for names of Classified Companies. ' 3A.Fiber,Sprayed•—As an altemate to Batts and Blankets(Item 3)—Sprey applied cellulose material.The flber is li with water to com letel fill the enclosed cavity in accordance with the appiicatfon instructions supplied with the a ed D Y , � PP product.Nominal dry density of 3.0 Ib/ft3.Alternate application method:The fiber is applied with U.S.Greenfiber LLC Type AD100 hot melt adhesive at a nominal ratio of one part adhesive to 6.6 parts fiber to completely fill the enclosed cavity in ' accordance with the application instructions supplied with the produd.Nominal dry density of 2.5 Ib/ft3. U S GREENFIBER L L C—Cocoon2 Stabilized or Cocoon-FRM(Fire Rated Material) ' 3B. Fiber,Sprayed*—As an alternate to Item 3 and 3A—Sprey applied cellulose material.The fiber is applied with water to completely FlII the enclosed cavity in accordance with the application instructions supplied with the product. Nominal dry density of 4.58 Ib/ft3. ' NU-WOOL CO INC—Cellulose Insulation ' 4.Gypsum Board*—5/8 in.thick,4 R wide,applied horizontally or vertically.Attached to studs through plywood sheathing with 8d cement coated nails 2-3/8 in. long,0.113 in.shank diam,9/32 in.diam head nails spaced 7 in.OC along studs and at perimeter of panels.When used in widths other than 48 in.,wallboard is to be installed horizonta►ly.]oints exposed or covered with tape and compound. ' When Item 6,Steel Framing Members*,is used,gypsum panels attached to furring channels with 1 in.long Type S bugle-head steel screws spaced 12 in. OC. AMERICAN GYPSUM CO—Types AGX-1,AG-C. ' CANADIAN GYPSUM COMPANY—Type AR,C,IP-X2,IPC-AR,SCX,SHX,WRC,WRX. ' LAFARGE NORTH AMERICA INC—Types LGFC6, LGFC6A,LGFC-C,LGFC-C/A. ' NATIONAL GYPSUM CO—Type FSW-6(finish reting 20 min). PABCO BUILDING PRODUCTS L L C,DBA ' ' http://database.ul.com/cgi-bin/XYV/template/LISEXT/1FRAME/showpage.htrnl?name=... 10/30/2009 tsAU v.u��+�+-rue icc�i�uui�c na��g� 'C11VUL VL LV✓ - -p- - ' PABCO GYPSUM—Type PG11 ' TEMPLE-INLAND FOREST PRODUCTS CORP—Types TG-C,Type X,Veneer Plaster Base-Type X,Water Rated-Type X,Sheathing-Type X,Soffft-Type X,GreenGlas Type X. ' UNITED STATES GYPSUM CO—Types AR,C,FRX-G,IP-X2,IPC-AR,WRC, SCX,SHX or WRX. USG MEXICO S A DE C V—Type AR,C,IP-X2,IPC-AR,SCX,SHX,WRC or WRX. ' 4A.Gypsum Board* —(As an altemate to Item 4)-5/8 in.thick,4 ft.wide, paper surfaced applied vertically and secured as described in Item 4. ' TEMPLE-INLAND FOREST PRODUCTS CORP—Type X ComfortGuard Sound Deadening Gypsum Board(finish rating 27 min). ' S.Gypsum Board*—5/8 in.thick,4 ft wide applied horizontally or vertically.Attached to studs or blocking at 7 in.OC • with 6d cement coated nails, 1-7/8 in.long,0.0915 in.shank diam and 1/4 in.diam heads.When used in widths other than 48 in.,wallboard to be installed horizontally.Joints exposed or covered with tape and compound. ' When Item 6,Steel Framiny Members*,is used,gypsum panels attached to furcing channels with 1 in.long Type S bugle-head steel screws spaced 12 in.OC. ' AMERICAN GYPSUM CO—Types AGX-1,AG-C. CANADIAN GYPSUM COMPANY—Type AR,C,IP-Xi,IP-X2,IPC-AR,SCX or WRX. ' LAFARGE NORTH AMERICA INC—Types LGFC6,LGFC6A,LGFC-C,LGFC-C/A. ' NATIONAL GYPSUM CO—Type FSW-6(finish rating 20 min). PABCO BUILDING PRODUCTS L L C,DBA ' PABCO GYPSUM—Type PG11 ' TEMPLE-INLAND FOREST PRODUGTS CORP—Type TG-C,GreenGlass Type X UNITED STATES GYPSUM CO—Type AR,C,FRX-G,IP-Xl,IP-X2,IPC-AR,SCX or WRX. ' USG MEXICO S A DE C V—Type AR,C,IP-Xl,IP-X2,IPC-AR,SCX or WRX. ' SA.Gypsum Bosrd* —As an alternate to Item 5-(not shown)- 5/8 in.thick gypsum panels,with beveled,square,or tapered edges,applied efther horizontally or vertically.Gypsum panels fastened to framing with 1-i/4 in. long Type W coarse thread gypsum panel steel screws spaced a max 8 in.OC,with last screw 1 in.from edge of board.When used in widths of other than 48 in.,gypsum boards are to be installed horizontally.]oints exposed or covered with tape and , compound. AMERICAN GYPSUM CO—Types AGX-1,AG-C(Finished Rating is 25 minutes). ' CERTAINTEED GYPSUM INC—ProRoc Type C or ProROC Type X(Finished Rating is 23 minutes). ' CERTAINTEED GYPSUM CANADA INC—ProRoc Type C or ProRoc Type X(Finished Rating is 23 minutes). CANADIAN GYPSUM COMPANY—Type AR,C,IP-X2,IPC-AR,SCX,SHX,WRC,WRX.(Finished Rating is 24 minutes). ' , http://database.ul.com/cgi-bin/XYV/template/LISEXT/1FRAME/showpage.html?name=... 10/30/2009 tsxu v.u.s�w+ -rue tce5i�uu��c�a�u�g� -�.�L�L�..� - -o ' UNITED STATES GYPSUM CO—Type AR,C,FRX-G,IP-Xl,IP-X2,IPC-AR,SQ(or WRX.(Finished Rating is 24 minutes). ' USG MEXICO S A DE C V—Type AR,C,IP-Xi,IP-X2,IPC-AR,SCX or WRX.(Finished Rating is 24 minutes). ' SB.Gypsum Board*—(As an altemate to Items 5 and 5A)—5/8 in.thick gypsum panels,with square edges,applied either horizontally or vertically.Gypsum panels fastened to framing with 1-1/4 in.long Type W coarse thread gypsum panel steel screws spaced a max S in.OC,with last 2 screws 1 ar�d 4 in.from edge of board or nailed as described in Item 5. When used in widths of other than 48 in.,gypsum boards are to be installed horizontally. ' TEMPLE-INLAND—GreenGlas Type X. ' SC.Gypsum Board*—(As an altemate to Items 5 through 56)-5/8 in.thick,4 R.wide,paper surfaced applied vertically and secured as described in Item 5. TEMPLE-INLAND FOREST PRODUCTS CORP—Type X ComfortGuard Sound Deadening Gypsum Board(finish rating 27 t min). 6.Stcel Framinq Members—(Optional,Not Shown)* —Furcing Channels and Steel Framing Members as described , below: a. Furrinp Channels—Fortned of No.25 MSG galv steei.2-3/8 in.wide by 7/8 in.deep,spaced 24 in.OC perpendicular to studs.Channels secured to studs as described in Item b.Ends of adjoining channels are overlapped 6 in.and tied together with double strand of No. 18 SWG galv ' steel wire near each end of overlap.As an altemate,ends of adjoining channels may be overlapped 6 in.and secured together with two self-tapping#6 framing screws,min.7/16 in. long at the midpoint of the overlap,with one screw on each Flange of the channel.Gypsum board attached to furcing channels as described in Items 4 and 5. ' b.Steel Framiny Members*—Used to attach furring channels(Item 6a)to studs.Clips spaced 48 in.OC.,and secured to studs with No.8 x 2-1/2 in.coarse drywall screw through the center grommet.Furcing channels are friction fitted into clips. PAC INTERNATIONAL INC—Type RSIC-1. , 7. Non-Bearinp Wall Partition Intersection—(Optional)Two nominal 2 by 4 in.stud or nominal 2 by 6 in.stud nailed ' together with two 3-1/2 in.long lOd nails spaced a max. 16 in.OC.vertically and fastened to one side of the minimum 2 by 4 in.stud with 3 in.long lOd nails spaced a max 16 in.OC.vertically.Intersection between partition wood studs to be Flush with the 2 by 4 in.studs.The wall partition wood studs are to be framed by with a second 2 by 4 in.wood stud fastened with 3 in.long lOd nails spaced a max. 16 in.OC.vertically.Maximum one non-bearing wall partition intersection per stud cavity.Non-bearing wall partition stud depth shall be at a minimum equal to the depth of the bearing wall. ' *Bearing the UL Classification Mark ' Last�pdated on 2009-07-25 � Ouestions? Notire�f Disclaimer P�ae Too ' • r�.,��ht�2009 Underwriters Laboretories Inc.O The appearance of a company's name or produd in this database does not in itself assure that products so identified have been manufactured ' under UL's Follow-Up Service.Only those produets 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 Infortnation,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 Oniine Certifications Directory with permission from Undervvriters 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 2009 Underwriters Laboratories Inc.O" ' ' ' http://database.ul.com/cgi-bin/XYV/template/LISEXT/1FRAME/showpage.html?name=... 10/30/2009 ISXU V.UJ�F�F—I'lIC ICC�l�I'Q111:C 1tib6111�J —tuVJL VL�.V.� — -a- - -- - ' An independent orgenization working tor a safer r.�orld wi;h integrity, precision and knovrleuge. t i i�• •. t�. .j_. ' , ' , ' ' ' ' ' ' ' ' ' ' ' ' , http://da.ta.base.ul.com/cgi-bin/XYV/template/LISEXT/1FRAME/showpage.html?name=... 10/30/2009 i� �� vPSU� m � 1 � July 2, 2009 � To: OZ Architecture Attn.: Heike Kerbs � 1805 29�nStreet, Suite #2054 Boulder, CO 80301 Project: North Day Lot � Ms. Kerbs: In regards to your attaehed sketch, I would suggest you specify UL Design U344 —and � use item#6 for the channel opposite of your wood structural panel (item�2). The RSIC-1 system (item#6) offered by Pac internaiional providas �xceptional sound ratings, and is approved for use in this 1-hour fire rated wall system. � The instailation would be as follows; ♦ Ifem#5—(Shown at top of detail)would be 5/8" FireBloc Type X waliboard from I � American Gypsum installed vertical or horizontal with 1" steel screws spaced a max 12° a/c to 2 3/8"x 7/8"furring channel (psr item#6A) ♦ Between the drywall and wood stud the Pac International product RSlC-1 is installed per instructions found in item#6 I�I, � ♦ Item#1 --Wood stud wall ♦ Item#k3— Required - lnsulation minimum 3-112 in.thick foil-faced glass fiber batts. Supplied in rolls 23"wide. Density to be nom 0.70 pcf. Placed in stud cavity and secured to studs with 5!8"long steel stapies spaced nom 12" o% � ♦ Item#2—(Shown at bottom of detail)Wood structural pane) ♦ Item#4—(Shown at bottam of detail) on top of the wood structural panel (item#2) instaA a layer of 5/8 FireBloc Type X wallboard from American Gypsum vertical or � ho'rizonkal. Wallboard to be attached to studs through plywood sheathing with Sd cement coated nails 2 3!8"long, 0.113 in. shank diam, 9/32 in. diam head nails spaced 7"o%along studs and at perimeter of panels. � 1 3 5 � �� - � � :.:� ... -:r " .. .. . . ... . . ... �... .. ............ .... .:.... '� .�..:•..:...�_,.�.- ... ........:;.:. .. ..,,�;�... .. ,,..�, ,:. . =, . � .,�.. ;_� �.�.Y._��..� - , � �� ; � ..�.�1_ t/ �;�l��,1 �� :��i . { `� ,r�..,).�._,'� `.:!4.:^. ?, ',�._.�_�..,L.. �/._. �...�, .� _ _ _ ... .. .,,..�-.-,.;.,T_ �.a. - • � • .-_...—�..�.. —_ - __ __ _--_ —— - .. . __ ..?_::�..::.�.i_ ,._ �y �� .._�. � ,.�._,...._.�:_ic_..a, ... . »...�.�._. ,� � . _ �. .. , . . ..... .. . . .. ..: �...��i:�.1=2_ :.1. ...� .. .. . . . .... . ..�.1__. 2 4 � ' If you have additional questions please give me a call. � Regards, t` r-�'" ._--- Bob Ek Technica!Service Manager -- 1-8U0-545-6302 ext. 5607 ' ' 1 Hour Interior Bearing Wall Fire Resistant Ra.tings-ANSWL 263 Design No. U341 Partition Type W85 (see Partition Type Sheets A10.02 &A10.03) ' � ' , , . ' , ' ' , ' ' 1 ' , , ' ' ' tsxu v.us4i.-rue tcesis�ance�cau�� -��L�L�� b� . �_ • ' �1. ' BXUV.U341 Fire Resistance Ratings - ANSI/UL 263 ' Page Bottom Design/System/Construction/Assembly Usage Disclaimer ' • Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Listed or Classifled products,equipment,system,devices,and materials. ' • Authorities Having Jurisdiction should be consulted before construction. • Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements.The pubiished infortnation cannot always address every construction nuance encountered in the field. • When field issues arise,it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design.Users of fire resistance assemblies are advised to consult the general Guide Information for each ' product category and each group of assemblies.The Guide Information includes specifics conceming altemate materiais and altemate methods of construction. • Only products which bear UL's Mark are considered as Classified,Listed,or Recognized. ' � � _" -____�__.__�_�_... Fire Resistance Rat�ngs - ANSI/UL 263 , SeP�enerel Information for Fire Resistance Ratinas-ANSI/UL 263 Desiyn No.U341 ' October Ol, 2009 ' Beariny Wall Ratinp-1 Hr. Finish Ratinq-Min 20 min. ' Wad Restricted for Canadian Applications-See Guide BXUV7 �'-1 c - � � i �. .._.r , � , �� :/� �._ _.�.._.._� � t t../ l, �,�5 .� i . � •1 � . 1 4 . � a . � ' . � '. \_ �1 - _ � _ �-, _� � �'�.+"�_� rt•� •-1 1 ^ N~ A 4. F,�_r� F,-• _�. —��-':�'.j.;:..:• n'• � ,.r�:�_Y�.�i�.�� i -p � � , . ��X� �� :< <i �.�,�� . ,5��1 1� 1�5��!:�/+1��;�� tY�`��iJ 5�� 1�1'� a ',1 J � ' X � r ; � . � ✓L..�./t_1 �Jl.� �, ` I'"- } ' 3,..� Cw� ' � � ` •► 3 �--��.-��{ � � �'"' '� ? � ' �t� �� , I � , . t � � /� � 7`.. ! 5 1 f\ r :� — ��i�_/ 1; :�� /l; � � � ;�� f ti i ; + t/ : 5j 5�• �, �f . -- ' , I`; � _ � 'I'., 51- .,� .. .. , ....,.�,.�,�.,. : � � ,`�� ,b• , , � "� ! ' ' . � ....� .J wy-�.��:��. �Tly��'�=�'�� J '�`Y _ ��:�wr"r.•T'i�,..��'i�r.��"�'w �w..�� 4�� . �� .�.. � .�...��.�. I� : , �w'r.-� ' i , r-=-=-; . I I I �b � �� % `_� S� 1..�___.. j� ' ' ' ' ' http://database.ul.com/cgi-bin/XYV/template/LISEXT/1FRAME/showpage.html?name=... 10/30/2009 liXU V.UJ41 -I'lI'6 1CeSl�l'dIl(:C l�tl.11t�� -tuvali vL�.v✓ --a- — -- • ' 8 4 ' 3 2 ' 1 1 1 . 2 � 1 ' HORIZONTAL SECTION ' 1.Wood Studs—Nom 2 by 4 in.,spaced 24 in.OC max.Cross braced at mid-height and effectively firestopped at top and bottom of wall.No min.air space between stud rows except to accommodate attachment of sheathing,where required.See items 4 and 5. ' 2.Gypcum Board*—5/8 in.thick 4 ft wide.Gypsum board or lath applied horizontally or vertically,unless specified below,and nailed to studs and bearing plates 7 in.OC with 6d cement coated nails, 1-7/8 in.long,0.0915 in.shank diam and 1/4 in.diam head.As an altemate,No.6 bugle head drywall screws, 1-7/8 in.long,may be substituted for the 6d cement coated nails. ' When Steei Framing Members*(Item 6)are used,waliboard attached to furting channels with 1 in.long Type S bugle-head steel screws spaced 12 in.OC. ' When used in widths other than 48 in.,gypsum board to be installed horizontally. See Gypsum Board*(CKNX)category for names of Classified companies. ' 2A.Wall and Partition Facinps and Axecsories*—(As an altemate to Item 2,not shown)-Nominai 5/8 in.thick,4 ft wide panels,applied vertically to studs and bearing plates on one side of the assembly with i-5/8 in. long Type S screws spaced 12 in.OC at perimeter of panels and 8 in.OC in the fleld.Horizontal joints of vertically applied panels need not be backed by studs.Panel joints covered with paper tape and two layers of joint compound.Screwheads covered with two ' layers of joint compound.Batts and Blankets placed in stud cavity as described in Item 5C. Not evaluated for use with Steel Framing Members,Furring Channels or Fiber,Sprayed. QUIET SOLUTION INC—Type QuietRock QR-530(finish rating 23 min). ' 2B.Gypsum Board*—(As an altemate to Item 2,not shown)-Any 5/8 in.thick gypsum paneis supplied by the Classified Companies listed below shown Gypsum Board* (CKNX)category.Applied horizontally or vertically and attached to studs and bearing plates with 1-1/4 in. long Type W coarse thread gypsum panel steel screws spaced a max 8 in.OC, ' with last screw 1 in.from edge of board.When used in widths other than 48 in.,gypsum board to be instailed horizontally. CANADIAN GYPSUM COMPANY ' UNITED STATES GYPSUM CO USG MEXICO S A DE C V ' 2C.Gypsum Board*—(As an alternate to Item 2,not shown)-5/8 in.thick gypsum panels applied horizontally or vertically and attached to studs and bearing plates with 1-1/4 in.long Type W coarse thread gypsum panel steel screws spaced a max 8 in.OC,with last screw 1 in.from edge of board.When used in widths other than 48 in.,gypsum board to be installed horizontally. ' AMERICAN GYPSUM CO—Types AGX-1,AG-C � http://database.ul.com/cgi-bin/XYV/template/LISEXT/1FRAME/showpage.html?name=... 10/30/2009 t�1�u v.us4i -I'lI'C 1CCJ1�Ltt11l:G l�a6it1�� -�u�vL vi.�.v., „ ' CERTAINTEED 6YPSUM INC—ProROC Type C or ProRoc Type X ' CERTAINTEED GYPSUM CANADA INC—ProRoc Type C or ProRoc Type X ' 2D.Gypsum Bosrd*—(As an altemate to Items 2,2A,2B and 2C)—5/8 in.thick gypsum panels,with square edges, applied either horizontally or vertically.Gypsum panels fastened to framing with 1-1/4 in.long Type W coarse thread gypsum panel steel screws spaced a max 8 in.OC,with last 2 screws 1 and 4 in.from edge of boaM or nailed as described in Item 2.When used in widths of other than 48 in.,gypsum boards are to be installed horizontally. , TEMPLE-INLAND—GreenGlass Type X. ' 2E.Gypsum Board*—(As an alternate to Items 2 through 2D)-5/8 in.thick,4 ft.wide,paper surfaced applied vertically only and secured as described in Item 2. TEMPLE-INLAND FOREST PRODUCTS CORP—Type X ComfortGuard Sound Deadening Gypsum Board. ' 2F.Gypsum Board*—(As an altemate to Items 2 through 2E)-Installed as described in Item 2.5/8 in.thick,4 ft.wide, paper surFaced,applied vertically and fastened to the studs and plates with 6d cement coated nails 1-7/8 in.long,0.0915 ' in.shank diam and 1/4 in.diam heads,7 in.OC. NATIONAL GYPSUM CO—SoundBreak XP Type X Gypsum Board ' 3.)oints and Nailheads—Wallboard joints of outer layer covered with tape and joint compound. Nail heads of outer layer covered with joint compound.As an altemate,nom 3/32 in.thick gypsum veneer ptaster may be applied to the entire surface of Classified veneer baseboard. ' 4.Sheathiny—(Optional)—Septum may be sheathed with min 7/16 fn.thick wood structural panels min grade"C-D"or "Sheathing"or min 1/2 in.thick Mineral and Fiber Boards*.See Minerat and Fiber Boards(CERZ)category for names of Classified companies. 5. Batts and Blankets*—3-1/2 in.max thickness glass or mineral fiber batt insulation.Optional when sheathing(Item ' 4)is used on both halves of wall. See Batffi and Btankeffi(BZ]Z)category for list of Classified companies. ' SA.Fiber,Sprayed•—As an alternate to Batts and Blankets(Item 5)—Spray applied cellulose material.The flber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the produd.Nominal dry density of 3.0 Ib/ft3.Altemate application method:The fiber is applied with U.S.Greenfiber LLC Type ' AD100 hot melt adhesive at a nominal ratio of one part adhesive to 6.6 parts fiber to completely flli the enclosed cavity in accordance with the application instructions supplied with the product.Nominal dry density of 2.5 Ib/R3. U S GREENFIBER L L C—Cocoon2 Stabilized or Cocoon-FRM(Fire Rated Material) ' SB.Fiber,Sprayed*—As an altemate to Batts and Blankets(Item 5)and Item 5A when Sheathing(Item 4)is used on both halves of wall-Sprey applied cellutose insulation material.The fiber is applied with water to interior surfaces in accordance with the application instructions supplied with the product.Applied to completely filt the enclosed cavity. , Minimum dry density of 4.3 pounds per cubic ft. NU-WOOL CO INC—Cellulose Insulation ' SC.eatts and Blankets*—(Required for use with Wall and Partftion Facings and Accessories,Item 2A.Use of Sheathing, Item 4,does not nullify requirement of Item 5C for use with Item 2A)—Glass Flber insulation,nom 3-1/2 in.thick,min. density of 0.80 pcf,with a Flame spread of 25 or less and a smoke developed of 50 or less,friction-fitted to completely fill ' the stud cavities.See Batts and BlanketsCategory(BKNV)for names of manufacturers. 6 Steel Framiny Members(Optional,Not Shown)*—Furring channels and Stee�Framing Members as described below: ' A. Furriny Channels—Fortned of No.25 MSG galv steel.2-3/8 in.wide by 7/8 in.deep,spaced 24 in.OC perpendicular to studs.Channels secured to studs as described in Item b.Ends of adjoining channels are overiapped 6 in.and tied together with double strand of No. 18 SWG galv steel wire near each end of overlap.As an alternate,ends of adjoining channels may be overlapped ' 6 in.and secured together with two self-tapping#6 framing screws,min.7/16 in. long at the midpoint of the overlap,with one screw on each Flange of the channel.Wallboard attached to ' http://database.ul.com/cgi-bin/XYV/template/LISEXT/1FRAME/showpage.html?name=... 10/30/2009 tsxu v.u��+i �I'lIC 1<G,1JI,�Id1�iG 1�cL1.111�J '�u��ai v a....,.. „ ' furring channels as described in Item 2. . � ' B.Stael Framinp Member�*—Used to attach furring channels(Item a)to studs(Item 1).Clips spaced 48 in.OC.,and secured to studs with No.8 x 2-1/2 in.coarse drywall screw through the center grommet.Furring channets are friction fitted into clips. ' PAC INTERNATIONAL INC—Type RSIC-i. 7.Wall and Partition Faeinyc and Accessories•—(Optional,Not shown)—Nominal 1/2 in.thick,4 ft wide panels,for ' optional use as an additional layer on one or both sides of the assembly. Panels attached in accordance with manufacturer's recommendations.When the QR-510 panel is installed between the wood framing and the UL Classified gypsum board,the required UL Classified gypsum board layer(s)is/are to be installed as indicated as to fastener type and spacing,except that the required fastener length shall be increased by a minimum of 1/2 in. Not evaluated or intended as a substitute for the required layer(s)of UL Classified Gypsum Board. ' QUIET SOLUTION INC—Type QuietRock QR-510. ' 8.Non-Beariny Wall Partition Intersedion—(Optional)Two nominal 2 by 4 in.stud or nominal 2 by 6 in.stud nailed together with two 3in. long lOd nails spaced a max. 16 in.OC.vertically and fastened to one side of the minimum 2 by 4 in.stud with 3 in.long lOd nails spaced a max 16 in.OC.vertically.Intersection between partition wood studs to be flush with the 2 by 4 in.studs.The wall partition wood studs are to be framed by with a second 2 by 4 in.wood stud fastened with 3 in.long lOd nails spaced a max. 16 in.OC.vertically.Maximum one non-bearing wall partition intersection per stud ' cavity.Non-bearing wall partition stud depth shall be at a minimum equal to the depM of the bearing wall. *Bearing the UL Classification Mark ' Last Updated on 2009-10-01 _ _� � � � �� Ouestions? Notice of Disclaimer Paae Too _ ' r�.,��nr n 2009 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 c0 2009 Underwriters Laboratories Inc.O" ' An !ndependert org�nizai:an w�rkinp (c; a safer evarlci m�i�n iniegrity, G!ecision and knov,�leC„e. ..y.. I...� �i , , . _ .,�.0 - • ��h ' ' ' ' ' ' http://database.ul.com/cgi-bin/XYV/template/LISEXT/1FRAME/showpage.html?name=... 10/34/2009 � ' ` A�IfIERICAN G Y P S U M July 2,20Q9 To: OZ Architecture Attn.:Heike Kerbs 18Q5 29"'Street,Suite#2054 Boulder, CO 80301 Project: UL Design U341 Modification Ms. Kerbs: Thank you for your cail yesterday,and I hope the foilowing wiU be of help.You have asked for a siight maifica�don in UL Design U341. In the opinion of American Gypsum you will maintain tlie desired 1-hour fire rating with the following installation modificatian; ♦ Item#2–(Shown at top of detail)would be 518"FireBloc Type X wallboard from American Gypsum installed ve�tical or horizontat with 1 1/4"long Type W coarse thread gypsum panel steel screws spaced a max 8"o% ♦ Item#1 –Two wood stud walls,separated by a minimum 1"air space ♦ Item#4–1s not required ♦ Item#5–Insulation 3 Yz"thick in both wall qvities is required ♦ Item#2–(Shown at bottom of detail)wifl be minimum 7/16"OSB or Plywood attached to wood framing ♦ Item#2–(Shown at bottom of detail)on top of the minimum 7/16"OSB or Plywood (above)install a layer of 5/8"FireBloc Type X vvallboard from American Gypsum verfical or horizontal.Wallboard to be attached to wood studs, not the wood sheathing with minimum 1 7/8"long Type W coarse thread gypsum panel steel screws spaced a max 8"o/c '�,��1 �5�(�� /^!� r �� ` - . . '-"`":_..=.C:_ -!�.'f`,G�---.,_-yr._�:.:... . '��.�.`; i � � - {i'�/ �� / �` �: 1 .� �� X I d �� '� 1�'�. '4 , � �'�:f, ,�Fr� i� � I' ��/�- . . ,t •�c-��-....�n..-. -.q,...- _.a'�..�zG: �'."'�\"__Cv:i� }r' �� tt�� 1. , -� �_/� �_� . �__ � tf you have additional questions please give me a call. Regards, —��__.- Bob Ek Technical Service Manager 1-800-545-6302 ext.5607 � _ �a�� i �� Heike Kerbs From: Solutions, Buiiding[Building.Solutions@saint-gobain.comj Sent: Tuesday,July 07,2009 10:04 AM � To: Heike Kerbs Subject: RE: Contact Us:Gypsum The Sheathing mentianed in Item#4 in UL U341 is an op6onal component and may be omitted without affecting the fire resistance rating of the assembly.There is no need for an engineering jucigment in this case because its optionality is expressly stated in the design. Link to U341: fittpJ/database ul com/cai bin/XYV/temP�ateILISEXT/1FRAME/showpaae.html? name=BXUV U341$�ecnsho�ttitle=Fire+Resistance+Ratmcas+- +ANSUUL+2638obiid=1074330366&cfgid=10737418�48�version=versionless8�aarent id=1073984818&sequenee= 4. Sheathing—(Optional}— Septum may be shea.thed with.�I„al/and1Fi er Bo�ds*SSe��I panels min grade"C-D" or "Sheathing" or min l/2 in. thick Mme Mineral and Fiber Boards (CERZ) category for names of Classified companies. Please let me know if you need any fu�ther information. ' l�nni f�tr Cb¢rl(� Corporate Marketing Program Specialist Sales Support Group 1-800-782-8777 www.certainteed.com From: NoReply@certainteed.com jmailto:NoReply@certainteed.com] Sent: Wednesday, July 01,2009 2:58 PM . To: 5alesSupportGroup@certainteed.com Subject: Contact Us: Gypsum Thank you for your interest in CertainTeed. The following information has been submitted and will be reviewed: Heike Kerbs OZ Architecture � mrs Boulder80203 Email: hkerbs�ozarch.com I am a... ArchitecdDesigner � • You are cunently using the following CertainTeed•products: Gypsum VJhat is your project? Commercial New Construction When will you begin building your project? 3-6 months How did you hear about us? common builidng pratice Questions, Comments, &Suggestions: For a project we are proposing a 1 HR bearing partition wall that is similar to U341. Instead of allowing 7/7120Q9 Page 2 of 2 � ' I for the two layers of sheathing at the center of the double stud partition, we want to allow for one layer � ' ' of sheathing at the outside of one of the studs- so the total assembly would be gyp bd, sheathing, woad stud,air space, wood stud, gyp bd pl.us bari insulation.This partition type is fairly common and represents a structural shear wall that still should a11ow for the one hour rating. There is no need to have � ' sheathing at both sides of the double stud partition. I conkacted UL and they pointed out to me that I am required to contact the gypsum board manufacturer I plan to use who is specified in U342 for a possible engineering judgment to have the change in that design's construction. You are one of the listed � , manufacturers. Can you please respond to me and provide a judgment that this similar partition meets a 1 Hr partition assembly?Thanks, Heike Kerbs ' You should hear back from us shortly. If you need immediate attention, visit � Contact Us on www.CertainTeed.com for a list of contact information. � ' � ' . � ' � � ' � ' � ' � � ' � ' . ' ' , , , ' 717/200 9 , � ' ' 1 Hour Interior Bearing Wall Fire Resistant Ratings-ANSWL 263 Design No. U305 Partition Type W2--(see Partition Type Sheets A10.02&A10.03) ' , ' ' ' ' ' ' ' ' ' , ' ' , ' , ��LJ V.�JJ�/J �I'IIC nG,1,I.L1�11tiG l�CLllllb'D � C11VJL VL LVJ �"b" ' "- ' r �. ' BXUV.U305 Fire Resistance Ratings - ANSi/UL 263 ' Paae Bottor�l Design/System/Construction/Assembly Usage Disciaimer ' • Authoritfes Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL � Listed or Classified products,equipment,system,devices,and materials. ' • Authorities Having]urisdiction should be consulted before construction. • Fire resistance assemblies and products are developed by the desfgn submitter and have been investigated by UL for compliance with applicable requirements.The published information cannot always address every construction nuance encountered in the field. • When field issues arise,it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design.Users of flre resistance assemblies are advised to consult the general Guide Information for each ' product category and each group of assemblies.The Guide Information includes specifics concerning altemate materials and alternate methods of construction. • Only products which bear UL's Mark are considered as Classified,Listed,or Recognized. , -T-- _�____ _ Fire Resistance Rat�ngs - ANSI/UL.263 ' S��Pneral Infortnation for Fire Resistance Ratings-ANSI/UL 263 Desiyn No.U305 ' October 26,2009 Bearinq Wall Ratinq—1 HR. ' Finish Ratinp—See Items 3,3A,3D,3E,3F,3G,3H and 3I. STC Ratiny-56(See Item 9) ' Load Restricted for Canadian Applications—See Guide BXUV7 ' �~_' r�µ�`; �'J��': ( � � � ,� !,� z :.�;, ;�_� .� , �`�. ',. ��, �, •••. ; ; ; ' ` -.---�-- �,..�.,....,,.,.,,. -----------:-..-- _- __ --_ - -,..:�..�.- ,- - --------------------- � _ _ �-- �'. N;„,:ir�::.... •�:.:�:.::.,.�.:•�.:�.�:;;.:. ;.i�.a:•,,,�:....w _�;.;:•...:,::.5.�:�-��::��:y.•S�;,t.:.��.,�„-- . .:., :;�;�i �� c ^�a. � .ti ,5 �� ;! �,=_ -__�� ! � �_�^`_'� r �� ti-==' -=-%" � ----! ' ��:.:...:. ... -- ...• /�' � :` . ; �'l} f/��1; ,,`.`•� . _,. � ' � , � f I � ��, � ' ' , http://data.base.ul.com/cgi-bin/XYV/template/LISEXT/1FRAME/showpage.html?name=... 10/30/2009 �31L1.1 V.UJVJ 'PllG 1\G�1�6C111t+G t�a.�u1�o ��►a�vL vL�.v✓ v ' - 12 ` ' ; 2 � ' � 1 . ' 3 2 1 ' . 1.Wood Studs—Nom 2 by 4 in.spaced 16 in.OC max,effectively firestopped. ' 2.]oiMs and Nail-Headc—Exposed or covered with Flber tape and joint compound,except where required for specific edge configuration.For tapered,rounded-edge gypsum board,joints covered with joint compound or fiber tape and joint compound.As an altemate,nom 3/32 in.thick gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard.Joints reinforced.Nailheads exposed or covered with joint compound. ' 3.Gypsum Board*—S/8 in.thick paper or vinyl surfaced,with beveled,square,or tapered edges,applied either horizontaily or vertically.Gypsum panels nailed 7 in.OC with 6d cement coated nails 1-7/8 in.long,0.0915 in.shank diam and 15/64 in.diam heads.When used in widths other than 48 in.,gypsum panels are to be instalied horizonWlly.For an altemate method of attachment of gypsum panels,refer to Item 6,6A or 6B,Steel Framiny Members*. , When Item 6,Steel Framinp Membere*,is used,gypsum panels attached to furring channels with 1 in.long Type S bugle-head steel screws spaced 12 in.OC. ' When Item 6A,Steel Framinp Members* is used,two layers of gypsum panels attached to furring channels. Base layer attached to furring channels with 1 in.long Type S bugle-head steel screws spaced 12 in.OC.Face layer attached to furring channels with 1-5/8 in.long Type S bugle-head steel screws spaced 12 in.OC.All joints in face layers staggered with joints in base layers.One layer of gypsum board attached to opposite side of wood stud without furring channels as described in ' Item 3. When Item 6B,Steel Framiny Members*,is used,two layers of gypsum panels attached to furring channels. Base layer attached to furring channels with 1 in.long Type S bugle-head steel screws spaced 12 in.OC.Face layer attached to furring channels with i-5/8 in.long Type S bugle-head steel screws spaced 12 in.OC.All joints in face iayer staggered with joints ' in base layer a minfmum of 16 in.Joints oriented vertically and base layer staggered on opposite sides of the assembly. One layer of gypsum board attached to opposite side of wood stud without furring channels as described in Item 3. When Item 7,resilient channels are used,5/8 in.thick,4 ft wide gypsum panels applied vertically.Screw attached furcing t channels with 1 in.long,self-drilling,self-tapping Type S or S-12 steel screws spaced 8 in.OC,vertical joints located midway between studs. AMERICAN GYPSUM CO—Types AGX-1(finish rating 23 min.),Type AGX-11 (finish rating 26 min)or Type AG-C ' BEI7ING NEW BUILDING MATERIALS PUBLIC , LTD CO—Type DBX-1 (finish rating 24 min). CERTAINTEED GYPSUM INC—Type 1,Type SF3(finish rating 20 min)or FRPC,ProRoc Type C or ProRoc Type X(finish rating 26 min),Type EGRG(finish rating 23 min) ' CERTAINTEED GYPSUM CANADA INC—ProRoc Type C,ProRoc Type X or ProRoc Type Abuse-Resistant(finish rating 26 min) ' CANADIAN GYPSUM COMPANY—Type AR(finish rating 24 min),Type C(finish rating 24 min),Type FCV(finish rating 24 min),Type IP-AR(finish rating 24 min),Type IPC-AR(finish rating 24 min),Type IP-Xl (finish rating 24 min),Type IP- X2(finish rating 24 min),Type SCX(finish rating 24 min),Type SHX(finish rating 24 min),Type WRC(finish rating 24 ' min),Type WRX(finish rating 24 min). ' http://database.ul.com/cgi-bin/XYV/template/LISEXT/1FRAME/showpage.html?name=... 10/30/2009 ls1�u v.u�� -rire IcC�isuu��c na��g� -ru��,��L�� --o- - -- ' GEORGIA-PACIFIC GYPSUM L L C—Type 5(finish rating 26 min),Type 6(finish rating 23 min),Type 9(finish rating 26 ' min),Type C(finish rating 26 min),Type DGG(finish rating 20 min),Type GPFSl(finish rating 20 min),Type GPFS2(finish rating 20 min),Type GPFS6(finish rating 26 min),Type DS,Type DAP,Type DD(finish rating 20 min),DA,DAPC. , LAFARGE NORTH AMERICA INC—Type LGFC2(finish rating 20 min),Type LGFC3(finish rating 20 min),Type LGFC6 (finish rating 26 min),Type LGFC-C(finish rating 20 min),Type LGFC6A(finish rating 34 min),Type LGFC2A,Type�GFC- GA,Type LGFC-WD. ' NATIONAL GYPSUM CO—Type FSK(finish rating 20 min),Type FSK-G(finish rating 20 min),Type FSW(finish rating 20 min),Type FSW-2(finish rating 24 min),Type FSW-3(finish rating 20 min),Type FSW-5(finish rating 22 min),Type FSW- G(finish rating 20 min),Type PSK-C(flnish rating 20 min),Type FSW-C(finish rating 20 min),Type FSMR-C,Type FSW-6 (finish rating 20 min). ' PABCO BUILDING PRODUCTS L L C,DBA PABCO GYPSUM—Types C,PG-2(finish rating 20 min),PG-3(finish rating 20 min),Types PG-3W,PG-5W (finish rating ' 20 min),Type PG-4(finish rating 20 min),Type PG-6(finish rating 23 min),Types PG-3W5,PG-5WS(finish rating 20 min), Types PG-5,PG-9(finfsh rating 26 min),PG-11 or Type PG-C. ' PANEL REY S A—Type PRX. SIAM GYPSUM INDUSTRY(SARABURI)CO LTD—Type EX-1(finish rating 26 min) ' TEMPLE-INLAND FOREST PRODUCTS CORP—Type X,Veneer Plaster Base-Type X,Water Rated-Type X,Sheathing- Type X,SofFlt-Type X. ' UNITED STATES GYPSUM CO—Type AR(finish rating 24 min),Type SCX(finish rating 24 min),Type C(finish reting 24 min),Type WRX(finish rating 24 min),Type WRC(flnish rating 24 min),Type IP-Xl(finish rating 24 min),Type FCV(finish reting 24 min),Type IP-X2(finish ratlng 24 min),Type SHX(finish rating 24 min),Type FRX-G(finish rating 29 min),Type ' IP-AR(finish rating 24 min),Type IPC-AR(finish rating 24 min). USG MEXICO S A DE C V—Type AR(finish rating 24 min),Type C(flnish reting 24 min),Type WRX(finish rating 24 ' min),Type WRC(finish rating 24 min),Type IP-Xl (finish rating 24 min),Type FCV(flnish rating 24 min),Type IP-X2 (finish rating 24 min),Type SHX(finish rating 24 min),SCX(Flnish rating 24 min),Type IP-AR(finish rating 24 min),Type IPC-AR(Flnish rating 24 min). ' 3A.Gypsum Board*—(As an altemate to Item 3)—5/8 in.thick gypsum panels,with beveled,square,or tapered edges,applied either horizontally or vertically.Gypsum panels fastened to framing with 1-1/4 in. long Type W coarse thread gypsum panel steel screws spaced a max 8 in.OC,with tast screw 1 in.from edge of board.When used in widths of other than 48 in.,gypsum boards are to be installed horizontally. 1 AMERICAN GYPSUM CO—Types AGX-1(finish rating 25 min.),Type AG-C(finish rating 25 min.). CANADIAN GYPSUM COMPANY—Type AR(finish rating 24 min),Type C(finish rating 24 min),Type FCV (finish rating , 24 min),Type IP-AR(finish rating 24 min),Type IPC-AR(finish reting 24 min),Type IP-Xi(finish rating 24 min),Type IP- X2(finish rating 24 min),Type SCX(finish rating 24 min),Type SHX(finish rating 24 min),Type WRC(finish rating 24 min),Type WRX(flnish rating 24 min). ' UNITED STATES GYPSUM CO—Type AR(finish rating 24 min),Type SCX(flnish rating 24 min),Type C(finish rating 24 min),Type WRX(finish rating 24 min),Type WRC(finish rating 24 min),Type IP-XS (finish rating 24 min),Type FCV(finish rating 24 min),Type IP-X2(flnish rating 24 min),Type SHX(finish rating 24 min),Type FRX-G(finish rating 24 min),Type IP-AR(finish rating 24 min),Type IPC-AR(finish rating 24 min). ' USG MEXICO S A DE C V—Type AR(finish rating 24 min),Type C(finish rating 24 min),Type WRX(finish rating 24 min),Type WRC(finish rating 24 min),Type IP-Xl (finish rating 24 min),Type FCV(finish rating 24 min),Type IP-X2 ' (finish rating 24 min),Type SHX(finish rating 24 min),Type SCX,Type IP-AR(finish rating 24 min),Type IPC-AR(finish rating 24 min). 3B.Gypsum Board'—(As an altemate to Item 3)—Nom 3/4 in.thick,installed with 1-7/8 in.long cement coated nails ' as described in Item 3 or 1-3/8 in. long Type W coarse thread gypsum panel steel screws as described in Item 3A. ' http://database.ul.com/cgi-bin/XYV/template/LISEXT/1FRAME/showpage.html?name=... 10/30/2009 tsxu v.usu� -rue xesistiancC nauug� -��o��L�� -�a- . � . ' CANADIAN GYPSUM COMPANY—Types AR,IP-AR. ' UNITED STATES GYPSUM CO—Types AR,IP-AR. , USG MEXYCO S A DE C V—Types AR,IP-AR. 3C.Gypsum Board* —(AS an altemate to Items 3,3A and 3B)-5/8 in.thick,2 ft wide,tongue and groove edge,applied horizontally to one side of the assembly.Installed with 1-7/8 in.long cement coated nails as described in Item 3 or 1-1/4 ' , in.long Type W coarse thread gypsum panel steel screws as described in Item 3A.Joint covering(Item 2)not required. CANADIAN GYPSUM COMPANY—Type SHX. ' UNITED STATES GYPSUM CO—Type SHX. ' USG MEXICO S A DE C V—Type SHX. 3D.Wall and Partition Faciny6 and Aecessories*—(As an altemate to Items 3,3A,3B and 3C,not shown)-Nominal ' �5/8 in.thick,4 R wide panels,applfed vertically to studs and bearing plates on one side of the assembly with 1-5/8 in. long Type S screws spaced 12 in.OC at perimeter of panels and B in.OC in the field.Horizontal joints of verticaily applied panels need not be backed by studs.Panel joints covered with paper tape and two layers of ioint compound.Screwheads covered with two layers of joint compound.Batts and Blankets placed in stud cavity as described in Item 5E.Not evaluated for use with Steel Framing Members,Furring Channels or Fiber,Sprayed. ' QUIET SOLUTION INC—Type QuietRock QR-530(finish rating 23 min). ' 3E.Gypsum Board*—(AS an altemate to Items 3,3A,3B,3C,or 3D-not shown)For Direct Application to Studs Only- Nom 5/8 in.thick lead backed gypsum panels with beveled,square or tapered edges,applied vertically.Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs.Wallboard secured to studs with 1-5/8 in. long Type W coarse thread gypsum panel steel screws spaced 8 in.OC at perimeter and in the field.Lead batten strips required behind vertical joints of lead backed gypsum wallboard and optional at remaining stud locations.Lead batten ' strips,min 1-1/2 in.wide,max 10 ft long with a max thickness of 0.125 in.placed on the face of studs and attached to the stud with two 1 in.long Type S-12 pan head steel screws,one at the top of the strip and one at the bottom of the strip. Lead discs or tabs may be used in lieu of or in addition to the lead batten strips or optional at other locations. Max 3/4 in. diam by max 0.125 in.thick lead discs compression fltted or adhered over steel screw heads or max 1/2 in.by 1-1/4 in. by max 0.125 in.thick lead tabs placed on gypsum boards undemeath screw locations prior to the installation of the screws. ' Lead batten strips to have a purity of 99.9%meeting the Federal specification QQ-L-201f,Grade"C". RAY-BAR ENGINEERING CORP—Type RB-LBG(finish rating 24 min). ' 3F.Gypsum Board"—(As an altemate to Items 3,3A,3B,3C,3D,and 3E) —5/8 in.thick gypsum panels,with square edges,applied either horizontally or vertically.Gypsum panels fastened to framing with 1-1/4 in.long Type W coarse thread gypsum panel steel screws spaced a max 8 in.QC,with last 2 screws 1 and 4 in.from edge of board or nailed 7 in. OC with 6d cement coated nails 1-7/8 in. long,0.0915 in.shank diam and 15/64 in.diam heads.When used in widths of ' other than 48 in.,gypsum boards are to be installed horizontally.Joints and nail heads treated as described in Item 2. TEMPLE-INLAND FOREST PRODUGTS CORP—GreenGlass Type X(finish rating 23 min). t3G.Gypsum Board*—(AS an alternate to Items 3,3A,36,3C,3D,3E and 3F)-5/8 in.glass-mat faced with square edges,applied either horizontally or vertically.Gypsum panels nailed 7 in.OC around the perimeter and in the field with 6d - cement coated nafls 1-7/8 in. long,0.0915 in.shank diam and 15/64 in.diam heads. Nails shall be placed 1 inch and 3 inch , from horizontal jofnts and 7 inch OC thereafter. UNITED STATES GYPSUM CO—Type USGX(finish rating 22 min.) ' 3H.Gypsum Board* —(As an altemate to Items 3 through 3G)-5/8 in.thick paper surFaced applied vertically.Gypsum panels nailed 7 in.OC with 6d cement coated nails 1-7/8 in. long,0.0915 in.shank diam and 15/64 in.diam heads. ' TEMPLE-INLAND FOREST PRODUCTS CORP—Type X ComfortGuard Sound Deadening Gypsum Board(finish reting 27 min). NATIONAL GYPSUM CO—SoundBreak XP Type X Gypsum Board ' ' http://database.ul.com/cgi-bin/XYV/template/LISEXT/1FRAME/showpage.html?name=... 10/30/2009 t3XU V.U3UJ -t'lI'e tcC51�1'attcc na�uig� -ruv.��v,��.�.. - -•o- - ' 3I.Wall and Partition Facinys and Axessories*—(As an alternate to Items 3 through 3H,not shown)—Nominal 5/8 ' in.thick,4 ft wide panels,applied vertically.Panels nafled 7 in.OC with 6d cement coated nails 1-7/8 in. long, 0.0915 in. shank diam and 15/64 in.diam heads.Panel joints covered with paper tape and two layers of joint compound. Nailheads covered with two layers of joint compound. ' QUIET SOLUTION INC—Type QuietRoCk ES(finish rating 21 min). 4. Stcel Corner Fasteners—(Optional)—For use at wall corners.Channel shaped,2 in.long by 1 in.high on the back side with two 1/8 in.wide cleats protruding fnto the 5/8 in.wide channel,fabricated from 24 gauge galv steel. Fasteners ' applied only to the end or cut edge(not along tapered edges)of the gypsum board,no greater than 2 in.from comer of gypsum board,max spacing 16 in.OC.Nailed to adjacent stud through tab using one No.6d cement coated nail per fastener.Corners of wali board shall be nailed to top and bottom plate using No.6d cement coated nails. ' S.Batts and Blankets*—(Optional-Required when Item 6A is used)Glass fiber or mineral wool insulation. Placed to completely or partially fill the stud cavities.When Item 6A is used,glass fiber or mineral wool insulation shall be placed to completely fiil the stud cavities and shall be secured to the studs 24 in.OC with staples,nails or screws. , CERTAINTEED CORP GUARDIAN FIBERGLASSINC , , ]OHNS MANVILLE INTERNATIONAL INC KNAUF INSULATION GMBH ' OWENS CORNING HT INC,DIV OF OWENS CORNING—Coming Fiberglas Corp. ' ROCK WOOL MANUFACTURING CO—Delta Board. ' ROXUL ASIA SDN BHD—Acoustical Fire Batts ROXUL INC—Acoustical Fire Batts ' THERMAFIBER INC—Type SAFB. ' 5A.Fiber,Sprayed*—(Not shown-Not for use with Item 6A)As an altemate to Batts and Blankets(Item 5)—Spray applied cellulose material.The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product.Nominal dry density of 3.0 Ib/ft3.Alternate application method:The fiber is applied with U.S.Greenfiber LLC Type AD100 hot melt adhesive at a nominal ratio of one part adhesive to 6.6 parts fiber ' to completely fill the enclosed cavity in accordance with the appiication instructions supplied with the product. Nominal dry density of 2.5 Ib/R3. U S GREENFIBER L L C—Cocoon2 Stabilized or Cocoon-FRM(Fire Rated Material) ' 5B.Fiber,Sprayed*—(NOt shown-Not for use with Item 6A)As an altemate to Batts and Blankets(Item 5)and Item 5A-Spray applied cellulose insulation material.The fiber is applied with water to interior surfaces in accordance with the application instructions supplied with the product.Applied to completely flll the enclosed cavity.Minimum dry density of 4.3 ' pounds per cubic ft. NU-WOOL CO INC—Ceilulose Insulation ' SC.Batts and Blankets*—Required for use with resilient channels,Item 7,3 in.thick mineral wool batts, placed to fill interior of wall,attached to the 4 in.face of the studs with staples placed 24 in.OC. ' THERMAFIBER INC—Type SAFB 5D.Glass Fiber Insutation—(As an alternate to Item 5C) —3 in.thick glass fiber batts bearing the UL Classification ' Marking as to Surface Buming and/or Fire Resistance,placed to fill the interior of the wall,attached to the 4 in.face of the , studs with staples placed 24 in.OC.See Batts and Blankets(BKNV or BZJZ)Categories for names of Classified ' http://database.ul.com/cgi-bin/XYV/template/LISEXT/1FRAME/showpage.html?name=... 10/30/2009 tf1iU V.UJVJ -I'lIC l�C�l�l'd111:G lui1.t11�� - tuv.�L vi.c.v✓ --a- - -- • ' companies. ' SE.Battc and Blankets*—(Required for use with Wall and Partidon Facings and Accessories,Item 3D)—Glass fiber Insulation,nom 3-i/2 In.thick,min.density of 0.80 pcf,with a flame spread of 25 or less and a smoke developed of 50 or less,friction-fltted to completely fill the stud cavities.See Batts and Blankets Category(BKNV)for names of manufacturers. ' 6.Steal Praminy Membars(Optional,Not Shown)*—Furring channels and Steel Framing Members as described below: a.Furriny Channels—Formed of No.25 MSG galv steel.2-3/8 in.wide by 7/B in.deep,spaced 24 in.OC perpendicular to studs.Channels secured to studs as described in Item b.Ends of ' adjoining channels are overiapped 6 in.and tied together with double strand of No. 18 SWG galv steel wire near each end of overlap.As an alternate,ends of adjoining channels may be overlapped 6 in.and secured together with two self-tappfng#6 framing screws,min.7/16 in.long at the midpoint of the overlap,with one screw on each Flange of the channei.Gypsum board attached to ' furring channels as described in Item 3. b.Steel Framiny Members* —Used to attach furring channels(Item 6a)to studs.Clips spaced 48 in.OC.RSIC-1 ciips secured to studs with No.8 x 2-1/2 in.coarse drywall screw through the center grommet.RSIC-V clips secured to studs with No.8 x 1-1/2 in.coarse drywall screw through ' the center hole.Furring channels are fridion fltted into clips. • PAC INTERNATIONAL INC—Types RSIC-1,RSIC-V. ' 6A.Steel Framinp Members(Optional,Not Shown)�—Furring channels and Steel Framing Members on one side of studs as described below: ' a.Furriny Channels—Formed of No.25 MSG galv steel,spaced 24 in.OC perpendicular to studs. Channels secured to studs as described in Item b.Ends of adjoining channels are overlapped 6 in. and tied together with double strand of No. 18 SWG galv steel wire near each end of overlap. Batts and Blankets placed in stud cavity as described in Item 5.Two layers of gypsum board attached to furring channels as described in Item 3. , b.Steel Framinp Members* —used to attach furring channels(Item 6Aa)to one side of studs 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. ' IQNETICS NOISE CONTROL INC—Type Isomax. ' 68.Steel Framinp Memberc(Optional,Not Shown)*—Furring channels and Steei Framing Members as described below: a.Furrinq Channels—Fortned of No.25 MSG galv steel.2-3/8 in.wide by 7/8 in.deep,spaced 24 in.OC perpendicular to studs.Channels secured to studs as desc�ibed in Item b.Ends of ' adjoining channels are overlapped 6 in.and tied together with double strand of No. 18 SWG galv steel wire near each end of overlap.As an altemate,ends of adjoining channels may be overtapped 6 in.and secured together with two self-tapping#6 framing screws,min.7/16 in.iong at the midpoint of the overiap,with one screw on each flange of the channel.Gypsum board attached to ' furring channels as described in Item. b.Steel Freminy Members*—Used to attach furring channels(Item 68a)to studs.Clips spaced 48 in.OC.Genie ciips secured to studs with No.8 x 1-1/2 in.coarse drywall screw through the center hole. Furring channels are friction fitted into clips. , PLITEQ INC—Type Genie Clip , 7.Furriny Channel—Optional-Not Shown-For use on one side of the wall-Resilient channels,25 MSG galv steel, spaced vertically 24 in.OC,flange portion screw attached to one side of studs with 1-i/4 in.long diamond shaped point, double lead Phiilips head steel screws.When resilient channels are used,insulation,Items 5C or SD is required. , 7A.Stcel Framiny Membere*—Optional-Not Shown-Used as an altemate method to attach resilient channels(Item 7)to one side of studs only.Clips attached at each intersection of the resilient channel and the wood studs(Item 1). Resilient channels are friction fitted into clips,and then clips are secured to the wood stud with min. 1-3/4 in.long diamond shaped point,double lead Phillips head steel screws through the center hole of the clip and the resilient channel flange. ' KEENE BUILDING PRODUCTS CO INC—Type RC Assurance. 8.Caulkiny and Sealants—(not shown,optional)A bead of acoustical sealant applied around the partition perimeter for ' sound control. ' http://database.ul.com/cgi-bin/XYV/template/LISEXT/1FRAME/showpage.html?name=... 10/30/2009 t31iu v.uJVJ -rue tcC�l�l.uul�c 1��t�uig� -cu�.�L v,.,�.v., - -o- � - ' • 9.STC Ratin —The STC Ratin of the wall assembly is 56 when it is constructed as described by Items 1 through 6, : q 9 except: ' A.Item 2,above-Nailheads Shall be covered with joint compound. B.Item 2,above-Joints As described,shall be covered with Flber tape and joint compound. ' C.Item 5,above-Batts and Blankets*The cavities formed by the studs shall be f�iction fit with R-19 unfaced fiberglass i insulation batts measuring 6-1/4 in.thick and 15-1/4 fn.wide. � D.Item 6,above-Steel Framing Members*Type RSIC-1 clips shall be used to attach gypsum board to studs on either side of the wall assembly. E.Item 8,above-Caulking and Sealants(not shown)A bead of acoustical sealant shall be applied around the partition ' perimeter for sound control. F.Steel Corner Fasteners(Item 4),Fiber,Sprayed(Items 5A and 5B)and Steel Framing Members(Item 6A),not evaluated as altematives for obtaining STC rating. ' S0.Wall and Partition Faeinys and Aceessories*—(Optional, Not shown)—Nominal 1/2 in.thick,4 ft wide panels,for optional use as an additional layer on one or both sides of the assembly.Panels attached in accordance with manufacturer's recommendations. When the QR-510 panel is installed between the wood framing and the UL Classified gypsum board,the required UL Classified gypsum board layer(s)is/are to be installed as indicated as to fastener type and spacing,except that ' the required fastener length shall be increased by a minimum of 1/2 in.Not evaluated or intended as a substitute for the required layer(s)of UL Classified Gypsum Board. QUIET SOLUTION INC—Type QuietRock QR-510. ' 11.Cementitious Backer Units*—(Optional Item Not Shown-For Use On Face Of 1 Hr Systems With All Standard Items Required)- 1/2 in.,5/8 fn.,3/4 in.or 1 in.thick,min.32 in.wide.-Applied vertically or horizontally with vertical joints centered over studs.Fastened to studs and runners with cement board screws of adequate length to penetrate stud ' by a minimum of 3/8 in.for steel framing members,and a minimum of 3/4 in.for wood freming members spaced a max of 8 in.OC.When 4 ft.wide boards are used,horizontal joints need not be backed by framing. NATIONAL GYPSUM CO—Type PertnaBase t12.Non-Besriny Wall Partition I�rtersection—(Optional)—Two nominal 2 by 4 in.studs or nominal 2 by 6 in.studs nailed together with two 3 in.long lOd nails spaced a max. 16 in.OC.vertically and fastened to one side of the minimum 2 by 4 in.stud with 3 in. long lOd nails spaced a max.16 in.OC.vertically.Intersection between partitfon wood studs to be ' flush with the 2 by 4 in.studs.The wall partition wood studs are to be framed by with a second 2 by 4 in.wood stud fastened with 3 in.long lOd nails spaced a max. 16 in.OC.vertically.Maximum one non-bearing wall partttion intersection per stud cavity.Non-bearing wall partition stud depth shall be at a minimum equal to the depth of the bearing wall. ' *Bearing the UL Classification Mark Wst U�dated on 2009-10-26 ' Qy�estions? nlntirP of Disclaimer Paae Too ��.,.��nr n�nnq 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 Infortnation,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 ' 2009 Underwriters Laboratories Inc.O" Fn irideDZridcrt organizat:on e:orkir�g t�' a sa(2! ti+•crle r�itn i:itegrity, ^�ecisiun �r�d knn�le;i{�c•. ' ..t✓ ;....i -- µa+.. , ; , � ,.. .;.: ...�,...._: ..,.... !i._f..�.. �•,-�-.,�, ; ' ' http://database.ul.com/cgi-bin/XYV/template/LISEXT/1FRAME/showpage.html?name=... 10/30/2009 ' . ' 2 Hour Interior Non-Bearing WalUShaft Wall Fire Resistant Ratings-ANSWL 263 Design No. U438 Partition Type 6--(see Partition Type Sheets A10.02 &A10.03) ' � ' ' ' ' t , ' ' - ' ' ' ' , ' ' 1S1iU V.U4J0 -I'li"C itGJ1Jl.itilVG na�ut�� -��vLV,��.v., - —a- - -- � ' � wo��r w�6T�e�niTIf1YC fll0if!TflQY � ' BXUV.U438 Fire Resistance Ratings - ANSI/UL 263 ' p�ae Bottom Design/System/Construction/Assembly Usage Disclaimer ' • Authorities Having]urisdiction shouid be consulted in all cases as to the particular requirements covering the installation and use of UL Listed or Classified products,equipment,system,devices,and materials. • Authorities Having Jurisdiction should be consulted before construction. , • Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements.The published infortnation cannot always address every construction nuance encountered in the field. • When field issues arise,it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design.Users of fire resistance assembiies are advised to consult the general Guide lnfortnation for each product category and each group of assemblies.The Guide Information includes speciflcs conceming alternate materials and alternate , methods of constructfon. • Only product4 which bear UL's Mark are considered as Classified,Listed,or Recognized. ' Fire Resistance Ratings - ANSI/UL 263 ' S�a['nneral Infortnation for Fire Resistance Ratings-ANSI/UL 263 Desiyn No.U438 , June 13,2009 Nonbeariny Wall Ratiny—2 HR. , 24 t�1 3 t ' � (fi4fl��x� - ;�;: ...._....:..:..:... ............�.........._..��. - -- _ - _.........-,-. ::: ...:.::.:::.�:-:�..:...:._...., ..�.,r��:;::.:: ::��: ' .,.. :;�z�=::;,..,..:.: . ....s.,.......... . . . . ..;, . .... _ :s: ,•..• ,;�. -•=• ...-:. .... ....:.::::.�,:.. - �.,. ..:•.... •... ::.... ...... .�. ..._ ..;:..... _..•...• ...,�;.;:..:•... - ��: _... .:.. :<•., ;;.. . . ..._.. ............ .::...' ........ .:.. .... :•.:v.:L?•.... ....:...: :•.�..i:::.:• '::�.��:�':• �....!.. . i. .....:..i.... .., is .�:,;,:�i::... �y.:::.•:::.... ..... . . :.. . .. .:..... .. .. '�:. ' '' �lttiS�C� ��f � �V€!�. �7�V t iQ� C�iLi11iC� '' =°'.: 3 ' ' 2`• • j,. _ r� � 4 ;t :�.,; 1 ;:.� } �:•,•. ::;, , ��` � �� ' i. Floor and Ceilinp Runners—"J"-shaped runner,2-1/2 in.wide with unequai legs of 1 in.and 2 in.,fabricated from 24 MSG galv steel(min 20 MSG when Item 4B is used).Runners positioned with short leg toward finished side of wall. Runners attached to structural supports with steel fasteners located not greater than 2 in.from ends and not greater than 24 in.OC. � 2.Steel Studs—"C-H"-shaped studs,2-1/2 in.wide by 1-1/2 in. deep,fabricated from 25 MSG galv steel(min 20 MSG when Item 4B is used).Cut to lengths 3/8 to 1/2 in.less than Floor to ceiling height and spaced 24 in.or 600 mm OC. 2A.Steel Studs—(NOt shown)-"E"-shaped studs installed in place of"C-H"-shaped studs(Item 2)to secure the closure ' liner panels at the ends of walls. Fabricated from 25 MSG galv steel(min 20 MSG when Item 48 is used),2-1/2 in. wide, with one leg 1 in.long and two legs 3/4 in. long.Shorter legs 1 in.apart to engage gypsum liner panels.Cut to lengths 3/8 in.less than floor to ceiling height. Sill and lintel of opening formed with"7"-shaped runners(Item 1)secured to"E" - shaped studs with angle clips and steel screws. ' , http://database.ul.com/cgi-bin/XYV/template/LISEXT/1FRAME/showpage.html?name=... 10/30/2009 ttxu v.v4�a -rue ne5is�aucC na�,.ug� -�„��L�,.,�� - --o- - � s_ • n I su iied in nom 24 in.or 600 mm(for metNc spacing) 3.Gyp�um Board 1 in.thick gypsum wallboard liner pa e s, pp widths.Panels cut 1 in.less in length than Floor to ceiling height.Vertical edges inserted in"H"-shaped section of"C-H" ' studs.Free edge of end panels attached to long leg of"]"-runners with 1-5/8 in.long Type S steel screws spaced not greater than 12 in.OC. CANADIAN GYPSUM COMPANY—Type SLX. ' UNITED STATES GYPSUM CO—Type SLX. , USG MEXICO S A DE C V—Type SLX. 4.Gypsum Board�—1/2 in.thick,4 R.or 1200 mm(for metric spacing)wide wallboard applied vertically in two layers. ' Inner or base layer attached to studs with 1 in.long Type S steel screws spaced 24 in.OC along the edges and in the field of the boards.Outer or face layer attached to studs and"J"-runners with 1-5/8 in.long Type S steel screws spaced 12 in. along the edges and in the field of the boards,staggered from screws in inner layer.]oints between inner and outer layers staggered. ' Outer layer joints covered with paper tape and joint compound.Exposed screw heads covered with joint compound. As an alternate method,inner wallboard layer applied vertically,outer wallboard layer applied horizontally.Inner layer attached to studs with i in.Type S steel screws spaced 24 in.OC along vertical edges and in the field.Outer layer attached ' to the studs and"]"runners over the inner layer with 1-5/8 in. long Type S steel screws spaced 12 in.OC in the field,along the vertical edges and to the Floor and ceiling runners.Outer layer secured to inner layer wallboard with 1-1/2 in.long Type G steel screws located midway between studs and 1 in.from the horizontal joint. ' AMERICAN GYPSUM CO—Types AG-C. CERTAINTEED GYPSUM INC—Type FRPC,ProRoc Type C. ' CERTAINTEED GYPSUM CANADA INC—ProRoc Type C. ' CANADIAN GYPSUM COMPANY—Type C,IP-X2,or WRC. ' GEORGIA-PACIFIC GYPSUM L L C—Type 5. LAFARGE NORTH AMERICA INC—Types LGFGC,LGFC-GA. , NATIONAL GYPSUM CO—Types FSK-C,FSW-C,FSMR-C. ' PABCO BUILDING PRODUCTS L L C,DBA PABCO GYPSUM—Types PG-C. ' TEMPLE-INLAND FOREST PRODUGTS CORP—Type TG-C. ' UNITED STATES GYPSUM CO—Type C,IP-X2 or WRC. USG MEXICO S A DE C V—Type C,IP-X2 or WRC. ' 4A.Gypsum Board*—(AS an altemate to Item 4)—5/8 in.thick gypsum panels with beveled,square or tapered edges, applied vertically or horizontally.Inner or base layer attached to studs with 1 in.long Type 5 or 5-12 steel screws spaced 24 in.OC when installed vertically or 16 in.OC when installed horizontally.Outer or face layer attached to studs with 1-5/8 ' in.long Type 5 or 5-12 steel screws spaced 12 in.OC when installed vertically and staggered 12 in.from base layer screws or 8 in.OC when installed horizontaliy and staggered 8 in.from base layer screws. Horizontal joints between inner and outer layers staggered a min of 12 in. Horizontal joints need not be backed by steel framing.Vertical joints centered over studs and staggered 24 in.Outer layer joints covered with paper tape and joint compound.Exposed screw heads covered with joint compound.Paper tape and joint compound may be omitted when gypsum boards are supplied with square edges. ' When used in widths other than 48 in.,gypsum panels to be installed horizontally. ' http://database.ul.com/cgi-bin/XYV/template/LISEXT/1FRAME/showpage.html?name=... 10/30/2009 tsliu v.u4�ts -rire tce�i�uuicc na�u�g� -ru�ul�vL�� --D- - -- � ' CANADIAN GYPSUM COMPANY—Type AR,IP-AR,IP-Xl,SCX or WRX. ' UNITED STATES GYPSUM CO—Type AR,FRX-G,IP-AR,IP-Xi,SCX or WRX. ' USG MEXICO S A DE C V—Type AR,IP-AR,IP-Xl,SCX or WRX. 4B.Gypsum Bosrd*—(Not Shown)-May be used in lieu of Items 4 or 4A for the base layer-Nom 5/8 in.thick lead backed gypsum panels with beveled,square or tapered edges,applied vertically.Vertical joints centered over studs and ' staggered min 1 stud cavity on opposite sides of studs.Wallboard secured to studs with 1-1/4 in. long Type S-12 steel screws spaced 8 in.OC at perimeter and 12 in.OC in the field.Lead batten strips(Item 6) required behind vertical joints. RAY-BAR ENGINEERING CORP—Type RB-LBG ' 4C.Gypsum Board*—(As an altemate to Item 4,4A,4B)—5/8 fn.thick.Two layers inStalled as described in Item 4. ' NATIONAL GYPSUM CO—Type FSMR-C. 5. Batts and Blankets*—(Optional)—(Not shown)—Mineral wool or glass fiber batts partially or completely filling stud ' cavity.Any mineral wool or glass fiber batt material bearing the UL Classification Marking as to Fire Resistance. 5A.Fiber,Sprayed*—As an alternate to Batts and Blankets(Item 5)—Spray applied cellulose material.The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructfons supplied with the , product.Nominal dry density of 3.0 Ib/ft3.Alternate appiication method:The fiber is applied with U.S.Greenfiber LLC Type AD100 hot melt adhesive at a nominal ratio of one part adhesive to 6.6 parts fiber to completely fill the enclosed cavity in accordance with the application instructions supplied with the product.Nominal dry density of 2.5 Ib/ft3. , U S GREENFIBER L L C—Cocoon2 Stabilized or Cocoon-FRM(Fire Rated Material) 5B.Fiber,Sprayed*—As an altemate to Batts and Blankets(Item 5)and Item 5A-Spray applied cellulose insulation material.The fiber is applied with water to interior surfaces in accordance with the application instructions supplied with the produd.Applied to completely fill the enclosed cavity.Minimum dry density of 4.3 pounds per cubic ft. .'; ' NU-WOOL CO INC—Cellulose Insulation ' 6. Lead Batten Strips—For Use with Item 4B-(NOt Shown)-Lead batten strips required behind vertical joints of lead backed gypsum wallboard(Item 4A)and optional at remaining stud locations.Strips,min 1-1/2 in.wide,max 10 ft long with a max thickness of 0.125 in.Strips placed on the interior face of studs and attached from the exterior face of the stud with two 1 in.long Type 5-12 pan head steel screws,one at the top of the strip and one at the bottom of the strip. Lead ' batten strips to have a purity of 99.9�o meeting the Federal specification QQ-L-201f,Grade"C". 6A.Lead Discs or Tabs—(Not Shown)-Used in lieu of or in addition to the lead batten strips(Item 6)or optional at other locations-Max 3/4 in.diam by max 0.125 in.thick lead discs compression fitted or adhered over steel screw heads ' or max 1/2 in. by 1-1/4 in.by max 0.125 in.thick lead tabs placed on gypsum boards(Item 5)undemeath screw locations prior to the installation of the screws. Lead discs or tabs to have a purity of 99.9%meeting the Federai specification QQ-L- 201f,Grade"C". ' *Bearing the UL Classification Mark Wst Uodated on 2009-06-13 ' Ouestions? Notice of Disclaimer Paae To� �jLriaht n 2009 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 ' 2009 Underwriters Laboratories Inc.p" ' http://da.tabase.ul.com/cgi-bin/XYV/template/LISEXT/1FRAME/showpage.html?name=... 10/30/2009 tslsu v.u4�a -rirC icc�i�i,a,ii�c na�u�g� -ru��L�L�� --a- -- ' An independent orqanization working fcr a safer worlA with integrity, prccisian and knowleC�e. ' , :�. �... 1... ' .. ' ' 1 ' ' , ' ' ' ' ' . ' ' ' ' , , http://database.ul.com/cgi-bin/XYV/template/LISEXT/1FRAME/showpage.html?name=... 10/30/2009 , . 1 and 2 Hour Masonry or Concrete Wa11 ' Fire Resistant Ratings for equivalent thickness per IBC Table 720.1(2) Partition Type 8-- (see Partition Type Sheets A10.02 &A10.03) , , ' ' t . ' ' ' ' ' ' ' ' ' ' ' . ' , FIRE-RESISTANCE-RATED CONSTRUCTION �'r TABLE 720.1(2) RATED FlRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a,o,p MINIMUM FINISHED THICKNESS FACE-TO-FACEb (inches) REM MATERIAL NUMBER CONSTRUCTION 4 hour 3 hour 2 hour 1 hour 1-1.1 Solid brick of cla or shale° 6 4.9 3.8 2.7 1-1.2 Hollow brick,not filled. 5.0 4.3 3.4 2.3 1-1.3 Hollow brick unit wall,grout or filled with perlite vermiculite or expanded shale 6.6 5.5 4.4 3.0 1.Brick of clay or a ate. shale 4"nominal thick units at least 75 percent solid backed with a hat-shaped metal furring channel3/4'thick formed from 0.021"sheet metal attached to the brick 1-2.1 wall on 24"centers with approved fasteners,and�/Z'Type X gypsum wallboard - - 5d - attached to the metal furring strips with 1"-long Type S screws spaced 8"on center. 2.Combination of 2-1.1 4"solid brick and 4"tile(at least 40 ercent solid). - 8 - - � clay brick and load-bearing 2_1.2 4"solid brick and 8"tile(at least 40 percent solid). 1z - - - hollow cla tile 3-1.1��g Ex anded sla or umice. 4.7 4.0 3.2 2.1 3.Concrete 3-1.2f�g Ex anded cla ,shale or slate. 5.1 4.4 3.6 2.6 masonry units 3-1.3f Limestone,cinders or air-cooled sla . 5.9 5.0 4.0 2.7 3-1.4f�g Calcareous or siliceous vel. 6.2 5.3 4.2 2.8 Siliceous a ate concrete. 7.0 6.2 5.0 ' 3.5 Carbonate a ate concrete. 6.6 5.7 4.6 3.2 4.Solid concreten•' 41.1 Sand-li htwei ht concrete. 5.4 4.6 3.8 2.7 Li htwei ht concrete. 5.1 4.4 3.6 2.5 One 2"unit cored 15 percent ma�cimum and one 4"unit cored 25 percent �- 5-1.1 maximum with 3/4'mortar-filled collar joint.Unit positions reversed in alternate - 63�s - - courses. One 2"unit cored 15 percent maximum and one 4"unit cored 40 percent 5-1.2 maximum with 3/4'mortar-filled collar joint.Unit positions side with 3/4"gypsum _ 6s�4 _ _ plaster.Two wythes tied together every fourth course with No.22 gage corrugated metal ties. 5.Glazed or 5-1.3 One unit with three cells in wa11 thickness,cored 29 ercent maximum. - - 6 - unglazed facing tile, One 2"unit cored 22 percent maximum and one 4"unit cored 41 percent nonload-bearing 5-1.4 maximum with �/4'mortar-filled collaz joint.T�vo wythes tied together every third - - 6 - course with 0.030"(No.22 alvanized sheet steel a e)corru ated metal ties. 5-1.5 One 4"unit cored 25 ercent maximum with 3/" sum laster on one side. - - 43/ - 5-1.6 One 4"unit with two cells in wall thickness,cored 22 ercent ma�cimum. - - - 4 5-1.7 One 4"unit cored 30 percent maximum with 3/4'vermiculite gypsum plaster on _ _ 4��2 - one side. 5-1.8 One 4"unit cored 39 rcent ma�cimum with 3/4'g sum laster on one side. - - - 4�� (continued) G;T+' �:; �" 2003 INTERNATIONAL BUILDING CODE� 115 � � . 1 and 2 Hour Structural Steel Columns ' ' Fire Resistance Ratings-ANSWL 263 Design No. Y710 ' � 1 � ' ' ' ' 1 _ ' , ' ' ' , ' ' ' , t31�u v.Y �i v-r u c nwi�uui��a�.u�ga-�.�„.�L�.,., � ' �� `,�'� ' BXUV.Y710 Fire Resistance Ratings - ANSI/UL 263 ' Paae Bottom Design/System/Construction/Assembly Usage Disclaimer ' • Authorities Having]urisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL LJsted or Classified products,equipment,system,devices,and materials. • Authorides Having]urisdiction should be consulted before construction. ' • Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements.The published infortnation cannot always address every construction nuance encountered in the field. • When field issues arise,it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design.Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies.The Guide Information includes specifics concerning altemate materials and alternate , methods of construction. • Only products which bear UL's Merk are considered as Classified,Listed,or Recognized. ' Fire Resistance Ratings - ANSI/UL 263 ' See General Information for Fire Resfstance Ratinas-ANSI/UL 263 Desipn No.Y710 ' August 04,2008 Ratinys—i,1-1/2,2,3 and 4 Hr �-:- �-�, r_ r:""'- �:,•� -'"""',%•. _ - - -;':`�, � �• ;*,.. '� ��r?:iM�; r:..: - _s,, � - d �'�:;;::��:`�s�;_:;�: _ - - - �•• - �::'S:_::;_'�::':- - .. � ;�u::�-� :::"i;. -- :�;�.. �r � � .... _...; . :p.�;�.:•..::.... •_..::.,.; .:...... .:.._.. ... .....;:::.._::: . . ...,... . •i:{::ti: -:..i.•:'::.::a-.:..:::.•i: .::'s••.w..y',•--•:., > "'. •: _ .._.�..... ._. •�_•.. • •': . ,/,�,.........:,r..,. .......i...:.;;.;'.:•'•::i:. • .}r.:�:_::::.�• _ .:i• :y•;•,..... .. . ,/ ..... .....i�.^ ,.-..... .,�.•,..�.� �_':'::'r::��_- _��..'; i_ ,�—.~__"_ ..�', - /J� d.�� :'�:.u� i� e:i::::� Ar ft.�:i;� °i»�f::i:::'- _ a�. ... I ::�:..�::.;:•: ' l.;�;.:�::;�r,/� •,`t�.,�.� '•'► :.�'�,:.�:•;:�� :.::.;.'•',:j . ' . ..y\ i':::s:._�. �•:� ..,�. / '��`�, i::.';�'•"�.,"-�1 �':.�';:'`:' f::::��::::� ;�; � ... i�°::��: '✓'-:�s• �.� �:. ;�; I . .�,., ,:':::::_: i ;:: • �.,:, t •,y::-::A�::1 .., �-`'�_�- ::�`• � r.;:,::::.�i '�`'"��:`�; i:.:..' -. . �r•1' :j €::s� i�::`=:;::�%'•' ' �•''::::::f jr��,'';��.`'' �::'• �i,-,�:. �' . i �! , �: itEr:r!!;t�;3 E ;��;:':;i.'::.i ..._:,�; ,f•:�::�":� �.:�:'.::,;r�i . . '-�. �iw_.•:•_{. �:,^. . •�r:_l_�1 �( �I •.�. :'�� :i:[;.: �Y:�'.:i>•:i`A '.:!''J��.�. '"'�"�'�' 's:'�,,:��. ' i•:i�5•.r%�:�.` �. .�:.,:� >�!•:.'�^y? ��"'~"�'''' 1'.,?:%:•.!: i'f.::;',::'�:' ...... i , .�+ ;::�:.:.,�.�; ��:°::':::;:�; '��:::t.::-;:. ..�/:�.::';�:;� .:.,.... ;::�::::.:}: �::::::::::::.: ..-:.�.. _.. � �:•:•.:�; . . ,: J,-:.:�::::� r�:::::..:.... . ••�•��:��.:•. � .:�;: r�:��:• .::.,..:�: ..... .:.... �._ .:. ,:�..:�-;;�`� � ��..._ �.:.:.: ..::::.. ..__ �� .. � ._ ,:'. �- ,:.:.. -.__ - ......:.�. . ....`.........�-.::�.::..:�� ... -;:`-�•: .w:.::;.r..:r;-- --�-..,✓:�:��:;;'�.. .-...._.::::��:.:.�x�. . �,..�:•.:�:�::�.�.: -.� ,:..:;:;�� _ ....:...: : . .... . ....:.... ...:... .�_.�- ....,,;t,,,.,:;• .J ,_... :;i:.t:.::..: _,. �: ..._�w.r,._ .. •:::::::.:...:.�::t.::•.._.::•..::•::,-... ..; , r � i;:.::..;;: _ ....,..�...,,r.,,.. �:.:- .......... . �•......� :.••;;i:i:::•_;..;.'r%�::;:;:::y:%:i.:: �....:.°r��.;.;_..;.::p;•;..:..re;_:.:..}::._:.,. i - � ` . _ .'_i i�'•:::...:.: '�..• •v:. � ! S��'�'� - - -.�� ' :•� t,✓�.:.:.:::.i:✓:i.::.::i..::';....i �� ....:.;:: _ r�.� � .t! ,:3;;��,• _ !.J v"�'w'�'•'.�:i+5�:"".: \:�::_�'�'!"'•�• --- - - ' 1.Steel Pipe or Tube Column—Steel circular pipe(SP)or steel square or rectangular tube(S�of min sizes as shown in the table below.The A/P ratio of the steel pipe or tube(see Item 2)shall range from 0.18 to 2.0. ' 2.Spray-Applied Fire Resistive Materials*—Prepared by mixing with water according to instructions and applying in one or more coats to the thicknesses shown below,to steel surfaces which are clean and free of dirt,loose scale,and oil. Min avg and min ind density for Types MK-6/CBF,MK-6/ED,MK-6/HY,MK-65 and RG of 15/14 pcf, respectively. Min avg and min ind densi for T es Z-106 Z-106 G Z-106/HY of 22/19 cf res ectivel . ' Min Thkns In. Cotumn Size I�, p/P i Hr i-i/2 Hr 2 Hr 3 Hr 4 Hr ST 3x3x3/16 .18 1 1-11/16 2-S/16 3-9/16 NA ' , http://database.ul.com/cgi-bin/XYV/template/LISEXT/1FRAME/showpage.html?name=... 10/30/2009 rS�u v.I /lv-ruG l�GAlA6CL111rG 1�a1.1u�o -t u.vL vi.r.v.+ ..+ ' ST 3x3x5/16 .28 11/16 1-1/8 1-1/2 2-5/16 3-1/16 ' ST 3x3x1/2 .42 7/16 3/4 1 1-1/2 2-1/16 ST 8x8x5/8 .58 3/8 5/8 3/4 1-1/8 1-1/2 ST 20x20x3/4 .72 1/4 3/8 9/16 7/8 1-3/16 ' ST 20x20x1 .95 1/4 5/16 7/16 11/16 15/16 ST 32x32x1-1/4 1.20 1/4 1/4 3/8 9/16 3/4 ' ST 32x32x1-1/2 1.43 1/4 1/4 5/16 1/2 5/8 ST 32x32x1-3/4 1.65 1/4 1/4 1/4 7/16 9/16 ST 32x32x2 1.88 1/4 1/4 1/4 3/8 1/Z , SP 3x.216 .20 15/16 1-1/2 2-1/16 3-1/8 NA SP 8x.322 .31 5/8 1 1-5/16 2-1/16 2-13/16 ' SP 6x.432 .40 1/2 3/4 1 1-9/16 2-1/8 SP lOx.50 .48 3/8 5/8 7/8 1-3/8 1-13/16 SP 6x.864 J4 1/4 3/8 9/16 7/8 1-3/16 ' The hourly rating of the structural member is dependent upon the ratio of A/P and the thickness of Spray-Applied Fire Resistive Materials,where A is the cross sectional area of the pipe or tube and P is the heated perimeter. ' The A/P ratio of a circular pipe is detertnined by: A/P pipe= t(d-t) � d Where: : ' d=the outer diam of the pipe(in.) t=the wail thickness of the pipe(in.) ' The A/P ratio of a rectangular or square tube is determined by: A/P tube= t(a+b-2t) ' a+b Where: , a =the outer width of the tube(in.) b=the outer length of the tube(in.) ' t=the wall thickness of the tube(in.) The thickness of Spray-Applied Fire Resistive Materials for rating of 3/4, 1, 1-1/2,2,3 and 4 h of a steel pipe or tube can be determined by the equation: ' h= R-0.20 4.43(A/P) ' Where: R=the hourty rating(hrs) , h =the thickness of Spray-Applied Fire Resistive Materials,minimum 1/4 in.,maximum 3-7/8 in. GRACE KOREA INC—Types MK-6/CBF,MK-6/ED, MK-6/HY,MK-6s,Monokote Acoustic 1,Monokote Acoustic 5,Z-106,Z- ' 106/G,Z-106/HY. � http://database.ul.com/cgi-bin/XYV/template/LISEXT/1FRAME/showpage.html?name=... 10/30/2009 ��U V.I /1V� 1'11G 1\GAIJLQ11tiG 1�QL111�D �Ai�vii vL�.v✓ - '-o� . ' . W R GRACE&CO-CONN —Types MK-4,MK-5,MK-6/HY,MK-6s,Monokote Acoustic 1,Monokote Acoustic 5,RG,Z-106, ' Z-106/G,Z-106/HY. *Bearing the UL Classification Maric ' Last U dp ated on 2008-08-04 Questions� Notice of Disclaimer Paae Too ' r,..,..�.,tir r,�nna iin�erwriters Laboratories Inc.� ' 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 Servfce.Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Follow-Up Servfce.Always look for the Mark on the produd. ' 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 entlrety and in a non-misleading manner,without any manipulation of the data(or drewings).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 ' 2009 Undervvhters Laboratories Inc.O" kn :ndependert orqaniratiun working te� a sater woric v.�ith integrity, p�ec!sion ond knawietl;e. ' ( , ` `. �4.. �f.. �l �� ' ' ' , ' ' ' ' ' ' , http://database.ul.com/cgi-bin/XYV/template/LISEXT/1FRAME/showpage.html?name=... 10/30/2009 ' - 2 Hour Floor/Ceiling Assembly at Leve12 i , Fire Resistant Ratings-ANSWL 263 Design No. D902 ; ' i ' ' ' . 1 ' ' ' ' , ' , ' ' ' ' 1 � D11U V.1J7VL � I'llG l�GJ1JLQilVV 1\CLl.ui�J -�u�vii va.i.v.+ . - -o ' � e�i��F rFari��c�t�oas nIRECTORY ' BXUV.D902 Fire Resistance Ratings - ANSI/UL 263 , Paae Bottom Design/System/Construction/Assembly Usage Disctaimer ' • Authorities Having]urisdiction should be consulted in all cases as to the particular requirements covering the installatfon and use of UL Usted or Classified products,equipment,system,devices,and materials. ' • Authorities Having]urisdiction should be consulted before construdion. • Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements.The published infortnation cannot always address every construction nuance encountered in the field. • When fleld issues arise,it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design.Users of fire resista�ce assemblies are advised to consult the general Guide Information for each product category and each group of assemblies.The Guide Information includes specifia conceming altemate materials and alternate ' methods of construction. • Only products which bear UL's Mark are considered as Classified,Listed,or Recognized. ' � � --___ Fire Resistance Rat�ngs - ANSI/UL 263 ' See General Information for Fire Resistance Ratinas-ANSI/UL 26� Desiyn No.D902 ' October 29,2009 Restrained Acsembly Ratinps—i,i-i/2,2 and 3 Hr. ' Unrestrained Assembly Ratinys—0,i,i-i/2,2 or 3 Hr.(See Items 4 8�6) , Unrestrained Beam Ratinps—i,i-1/2,2 and 3 Hr. Wad Restricted for Canadian Applieations—See Guide BXUV7 ' ._._.._..___.._..s,!� : r� r-� l^'f�. i .�L j `L�) SLE i7Llld 5��...._.__..� �� ' � , r.,� ',' -- - -��.�.!iG....;_ ._. _' " .� ..�.,�..�I�"'_":"_.._.._:__......_._:�.._ . .�_,.._...�_..�... ._�._.�. .._..... . _ . , . _ . ;_ ._.. ..:.. ..__..... �..v� ' ....,_f:. •' •�.`_i�T � '•..':.h i.� ' ':.la�. �it�-- - A..� rsl:_ .1•.:..:•. , ,. ,,..... r_. ..,�_:; :.:..,_� ~��;� . ;�� . . r�~ ��:: � ":,� ,�: ;.. ..-•y _ :..�_ . �.�• -�,•' . �._.... ..:. .. __,. .. . . . �. . , . .. . . . . � � ,;�,�_.... - �._,._...... `,: , .;.�._...r . 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I .. j" ..�. i•.•,;'�,„.:;:.•;;. •�•�':•:�:::.;y � I �_' 1 ; 3 , . , ' , . ' __._._. ! �._....--- .......�_._ �. ...........�._�.__`_.-� +[ i ' � • � � 4..,�, SE� I'i"E�.11� f� ....3 ��iUA� B-� ' 1.Beam—W12X14,W8X28,W8x24 or W6x12,min size,see Items 6A throdgh 6E. ' lA.Steel]oista—(NOt shown) —As an alternate to Item 1—May be either uncoated or provided wlth a shop coat of paint.Composlte or noncomposite.Welded or bolted to end supports.Designed per S.].I.specifications for a max design stress of 30 ksi.The top chords shall consist of two angles measuring 1-1/4 by 1-1/4 by 0.127 in.thick.Bottom chords shall consist of two round bars measu�ing 0.566 in.in diam.or two angles measuring 1 by 1 by 0.125 in.thick.Bearing ' plates shall consist of two an9les measuring 1-1/2 by 2 by 0.188 in.thick and 5-1/16 in.long.Web members shall consist of 0.565 in.diam bars.The min depth and weight shall be 8 In.and 4.9 Ib/ft,respectively. 1B.Steel 7oists—(Not shown)—As an altemate to Item 1—Composite or noncomposlte and welded or bolted to end supports.May be uncoated or provided wfth a shop coat of paint.Designed per S.].I.specifications for a max design stress , of 30,000 psi.Top chords shall consist of two angles measurin9 1-1/2 by 1-1/2 by 0.156 in.thick.Bottom chords shall consist of two round bars measuring 0.675 in.in diam.or two angles measuring 1 by 1 by 0.125 in.thlck.Bearing plates shall consist of two angles measurin9 2 by 2 by 0.192 in.thick and shall be min 4-15/16 in long.The second web member at each end shall consist of 0.654 in.diam round bar.All remaining web members,including the end web members,shall consist of 0.774 in.diam round bars.Bridging per S.J.I.specifications is required when noncomposite joists are used. , iC.Steel 7oists—(NOt shown)—As an altemate to Item 1—Composite or noncomposite,welded or bolted to end supports.May be uncoated or provided with a shop coat of paint.Designed per S.7.I.specifications for a max design stress � of 30,000 psi.Top chords shall consist of two angles measuring 1-1/2 by 1-1/2 by 0.156 in.thick.Bottom chord shall ' consist of two round bars measuring 0.675 in.in diam.or two nangles measuring i by 1 by 0.125 in.thick.The second web member at each end shall consist of 0.654 in.diam round bar.All remaining web members,including the end web members,shall consist of 0.774 in.diam round bars.Bridging per S.].I.specifications is required when noncomposite joists are used. ' iD.SYeel]oists—(Not shown)—As an altemate to Item 1 —May be either uncoated or provided with a shop coat of I paint.Composite or noncomposlte.Welded or bolted to end supports.Designed per S.J.I.speclfications for a max design stress of 30 ksi.The top chords shall consist of two angles measuring 1-1/4 by i-1/4 by 0.127 in.thick.Bottom chords Ishall consist of two round bars measuring 0.566 in.in diam.or two angles measuring 1 by 1 by 0.125 in.thick.Bearing ' plates shall confortn to S.J.I.specifications.Web members shall consist of 0.565 in.diam bars.The min depth and weight I'I shall be 8 in.and 4.9 Ib/R respectively. 2.Normal Weiyht or Liphtweiyht Concrete—Normal weight concrete,carbonate or siliceous aggregate,3500 psi compressive strength,vibrated. Lightweight concrete,expanded shale or slate aggregate by rotary-kiln method or expanded clay aggregate by rotary-kiln or sintered-grate method,3000 psi compressive strength,vibrated,4 to 7 per cent ' entrained air. Restrained Concrete Concrete Unit Concrete Assembly Ratiny Hr (Type) Weipht pcf Thkns In. ' 1 Nortnal Weight 147-153 3-1/2 1-1/2 Normal Weight 147-153 4 2 Normal Weight 147-153 4-1/2 , 3 Normal Weight 147-153 5-1/4 1 Lightweight 107-113 Z-1/Z ' ' ' http://database.ul.com/cgi-bin/XYV/template/LISEXT/1FRAME/showpage.html?name=... 10/30/2009 bAU V.L7VG'I'liG i�W1JW.11�+t+1w�tu�o -cu�vu vaJ i.v.� v ' ` 1 Lightweight 107-120 Z-5/8 ' 1-1/2 Ughtweight 107-113 3 2 Lightweight 107-113 3-1/4 2 Lightweight 107-116 3-1/4* ' Z Lightweight 114-120 3-1/2 3 Lightweight 107-113 4-3/16 ' 3 Lightweight 114-120 4-7/16 *With 2 and 3 in.deep steel Floor units only. ' 3.Welded Wire Fabric—6x6 10/10 SWG. 3A.Nepative Rainforcement—(Not Shown)-Optionai-Used in lieu of Item 3 and with Items 3B or 3C.For floor spans with concrete cast continuous over the supporting beams.Deformed bars designed to resist the support moments of the ' concrete slab in accordance with the latest ACI Buiiding Code Specifications. 3B.Fiber Reinforeemant*—(Not Shown)-Required with Item 3A.Engineered synthetic Flbers added to concrete mix to control shrinkage cracks in concrete.Fibers added to concrete mix at rate of 1 Ib of fiber for each cubic yard of concrete. ' PROPEX CONCRETE SYSTEMS CORP—Fibermesh 150 and Fibermesh 300. ' 3C.Fiber Reinforcement*—(NOt Shown)-Required with Item 3A.Any fiber reinforcement bearing the UL Classification Marking for Fire Resistance,Classified for use in lieu of welded wire fabric. See Fiber Reinforcement(CBXQ)Category for names of manufacturers. ' 4.Steel Floor and Form Uniffi•—Composite 1-1/2, 1-5/8,2 or 3 in.deep galv units or 4-1/2 in.deep non-composite galv units.Fluted units may be phos/ptd.Min gauges are 22 MSG for fluted and 20/20 for cellular and partial cellular units. The following combinations of units may be used: ' (1)All 24,26,28 or 36 in.wide cellular or partial cellular. (2)All fluted. ' (3)One or two 3 in.deep, 12 in.wide, 18/18 MSG min cellular altemating with 3 in.deep fluted or other cellular. (4�1ny blend of ftuted and 24,26,28 or 36 in.wide cellular or partial cellular. ' (5)Corrugated,nom 1-S/16 or 2 in.deep,30 in.wide,24 MSG min galv units with shear wires factory welded to deck corrugations.Welded to supports 12 in.OC through welding washers.For shear wire spacing of 8 in.or less the steel deck stress shall not exceed 20 KSI.For shear wire spacing greater than 8 in.OC but less than or equal to 12 in.OC steel deck ' stress shall not exceed 12 KSI. ASC STEEL DECK,DIV OF ASC PROFILES INC—24,30,or 36 in.wide,Types B Hi-Form,BF Hi-Form,BMOD Hi-Fortn,BR Hi-Form,BR MOD Hi-Form,N Hi-Form,NF ' Hi-Form,2W Hi-Form,2WF Hi-Form,3W Hi-Farm,3WF Hi-FOrm,B,BF,BR,BR MOD,B MOD,2W,2WF,3W,3WF BR Hi- Form,BMOD Hi-Form,BRMOD Hi-Form,; 32 in.wide Type N-32 24 or 30 in.wide Types ASC2,ASC3.All units may be galvanized or Prime Shield. , CANAM STEEL CORP—24 in.wide Type P-2432 composite or 36 in.wide Type P-3623,P-3606,P-3615 and 24 in wide Type P-2432 composite,Type P-3606 and P-3615 non-composite ' CENTRIA—QL Types,24 in.wide,3 or 3 inverted, UKX,21 or 21 inverted,2 in.99, 121,AKX,NKX,TKX; 24 or 30 in. wide GKX,GKXH,GKX-A; 36 in.wide 2 in.99,AKX,WKX; 12 in.wide NKC,TKC; 12 in.wide non-composite Sec 12.Side joints of 99, 121,TKC,TKX,WKX may be welded together 60 in.OC.Side joints of 99,AKX,WKX,GKX,GKX-A,TKX may be fastened together with min i in.long No. 12x14 self-drilling,self-tapping steel screws 36 in.OC. ' CHIA TEH CONSTRUCTION MATERIAL CO LTD—24 or 36 in.wide Mac-Lok 3; 24 in.wide CFD-3. ' ' http://database.ul.com/cgi-bin/XYV/template/LISEXT/1FRAME/showpage.html?name=... 10/30/2009 I311U V.L7VL � I'llG AGJ1�IZU1�+G iut�ul�� -�u�uL vi.�.v.. • - -�o- 1 CMC IOIST&DECK-MANUFACTURERS OF UNITED STEEL DECK PRODUCTS- 12 or 24 in.wide,Types 1-1/2,2,or 3 in.LOK-Floor and LOK-Floor Cell; 36 in. ' . wide,Types 2 or 3 in.LOK-Floor and LOK-Floor Cell;24,30 or 36 in.wide,Type 1-1/2 in.B-LOK and B-LOK Cell;24 in. wide,Types N-LOK and N-LOK Cell. ' CQNSOLIDATED SYSTEMS INC-24 in.wide Types CFD-2,CFD-3; 24,30 or 36 in.wide Type CFD-1.5; 24 or 36 in. wide Types Mac-Lok 2,Mac-Lok 3;24 in.wide Types B2C,82FC,NC,NFC; 30 in.wide,Type B3C; 12 in.wide Mac-Way Cellular 45 MDW,2-633 MTWA,3-633 M1WA+.30 in.wide,Mac-Cor Types 1 and 2 ' DECK WEST INC-36 in.wide Type B-DW,Inverted B-DW, BA-DW,Inverted BA-DW,2-DW or 3-DW.Side joints of Type 2-DW and 3-DW may be fastened together with min 1 in.long No. 12 x 14 self-drilling,self-tapping steel screws 36 in.OC. t EPIC METALS CORP-24 in.wide Types EC150,EC150 inverted,EC300,EC366,ECP150,ECP300,ECP366, ECA; 30 in. wide Types ECB150,ECBR150; 36 fn.wide Types EC156,EC266,ECP266. , GENS METALS INC- 12 or 24 in.wide Types LF2,LF3. MARLYN STEEL DECKS INC-Type 1.5 CF,2.0 CF or 3.0 CF. ' MORIN CORP-24,30 or 36 in.wide Types LXR-B,LXR-B inverted; 24 or 36 in.wide Type LXR-3W; 36 in.wide Type LXR-2W. ' NEW MILLENNIUM BUILDING SYSTEMS L L C-Type 1.5CD,2.00D,or 3.00D ' ROOF DECK INC-36 fn.wide Types LOK-1-1/2,LOK-1-1/2R; 24 in.wide Types LOK-2, LOK-3. VERCO DECKING INC-A NUCOR CO-24,30 or 36 in.wide Types PLB,PLBCD, B,BCD,BR; 24 or 36 in.wide Types t PLW2,PLW2CD,W2,W2CD,PLW3,PLW3CD,W3,W3CD; 24 in.wide Types PLN,PLNCD,N,NCD. 12 in.wide PLW2,W2, PLW3 or W3 units may be blended with 24 or 36 in.wide PLW2,W2,PLW3 or W3 units,respectively.Fluted units may be phos/ptd. ' VALLEY]OIST-24 or 36 in.wide Types WVC 1-1/2 or WVC 2. VULCRAFT,DN OF NUCOR CORP-24,30 or 36 in.wide,Type 1.5 VL, 1.5VLI, 1.5VLP; 24 or 36 in.wide,Types 2VLI, , 3VLI,2VLP,3VLP. WIREMOLD CO-24 in.wide,Types 2 or 3 in.WDR. ' WHEELING-PITTSBURGH STEEL CORP,DIV , OF WHEELING CORRUGATING CO-30 in.wide Types SB-616LF,-150,-150N,-150NR,-150R; 24 in.wide Type SB- 200,-300,SB-616LF,-N35LF,-P21LF,-P31LF or-P35LF; 12 in.wide Type SB-P21LF or SB-P31LF; 36 in.wide Types SB- 616LF,-P21LF,-P31LF.Lock Fortn Type,24,30 or 36 in.wide Types B16LF,B16LFNV;24 in.wide Types P34LF,P34LFNV; 12,24 or 36 in.wide Types C20LF,C30LF,C31LF,P20LF,P30LF,P31LF; 36 in.wide Types 1.5 SB, 1.5 SBR;24 or 36 in wide Types 2.0 SB,3.0 SB,36 in.wide Type High Strength 1.5 SBI,36 in.wide Type High Strength 1.5 SBN; Units may be , phos/ptd.30 in.wide Types 1-1/2 in.V-Grip, 1-1/2 in.RV-Grip; 24 or 36 in.wide Types 212V-Grip,312V-Grip; 36 in.wide Types 212VW3-Wireway,312VW3-Wireway. ' Components for field-assembled cellular metal raceway units: Raceway bottom-24 or 36 in.wide Types 212VS,312V5 . ' Raceway cover plate-Types CP-12,CP-16. Raceway divider-Types DC-20,DC-25. ' Raceway isolation trough-Types T-20,T-25,T-30. , http://database.ul.com/cgi-bin/XYV/template/LISEXT/1FRAME/showpage.html?name=... 10/30/2009 DAV V.L7VIr�1'liV 1\VJ1JW11V�.1\GL4111bJ - t u��ai va.+rv... � ' Spacing of welds attaching units to supports shall be 12 in.OC for 12,24, 36 in.wide units,four welds per sheet for 30 in. wide units.6 in.OC for 18 in.wide and Sec. 12 units.Unless specified otherwise for speciflc units types,adjacent units button-punched or welded together 36 in.OC along side joints.For 3 Flr Ratinp,units with overlapping type side joints ' welded together 241n.OC max. When a superimposed load of 250 PSF is desired the spacing of welds or button-punches shall not exceed 24 in.OC along side joints. , +12 in.wide, 1-1/2 in.deep Mac-Way units may be blended with 24 in.wide B2C or 30 in wide 83C units in a blend of one cell to one or more Fluted units. 12 in.wide,2 in.deep Mac-Way units may be blended with 24 or 36 in.wide Mac-Lock units in a blend of one cell to one or more fluted units. 12 in.wide�3 in.deep Mac-Way units may be blended with 24 or 36 ' in.wide Mac-Lock 3 units in a blend of one cell to one or more fluted units.The side edge of the fluted units is placed on the top of the side edge of the Mac-Way unit and the two are welded together with welding washers spaced a max,of 32 in.OC for Mac-Lock 2 or 3 units and a max of 24 in.OC for the B2C or 83C units. Altemate Construction—Noncomposite units of the same type listed above may be used provided allowable loading is ' calculated on the basis of noncomposite design. The Unrestrained Assembly Rating is equal to the Unrestrained Beam Rating(See Item 6)for a max 3 Hr and is limited to the foilowing units and limitations: ' � (a)1-1/2,2 and 3 in.deep,24 fn.wide,22 MSG or thicker Fluted with clear spans not more than 7 . ft,8 fn. ' (b)1-1/2,2 and 3 in.deep,24 in.wide,20 MSG or thicker fluted with clear spans not more than 6 ft,8 fn. (c)1-1/2 and 2 in.deep,24 in.wide, 16 MSG or thicker fluted and 18/18 MSG or thicker cellular ' with clear spans not more than 9 ft, 11 in. (d)3 in.deep,36 in.wide, 18 MSG or thicker Fluted and 24 in.wide,20/18 MSG or thicker cellular with clear spans not more than 13 ft,2 in. ' For assemblies utilizing 3-1/4 in.lightweight concrete topping with a max Restrained Assembly Rating of 2 Hr,the Unrestrained Assembly Rating is equal to the Unrestrained Beam Rating(See Item 6)and is limited to the following Floor units and spans: ' (a) 1-1/2,2 and 3 in.deep,24 or 36 in.wide,22 MSG Fluted and 20/20 MSG cellular with clear spans not more than 9 ft,6 in. (b)2 and 3 in.deep,24 or 36 in.wide,20 MSG Fluted and 20/20 MSG cel�ular with clear spans not ' more than 10 ft,0 in. (c)3 in.deep,24 in.wide,20 MSG Fluted and 20/20 MSG cellular with clear spans not more than 13ft,2in. ' S.7oint Cover—(Use with fluted units optional—Not Shown)—2 in.wide cloth adhesive tape applied following the contour of the units. ' 6.Spray-Applied Fire Recistive Materials�—Applied by spraying with water,in one coat to a final thickness as shown above and in table below to steel beam surface which is free of dirt,oil or scale.When Fluted steel deck is used and the fire protection thickness selected is based on all fluted deck,the area between the steel deck and the top Flange of the steel beam shall be Fllled.When fluted steel deck is used and the steel beam is spreyed with the thicknesses applicable to cellular or blended units,the area between the steel deck and the top flange of the steel beam shall be plugged.Use of adhesive is , optional. Min avg untamped density is 13 pcf with min ind untamped density of 11 pcf for Types II or DC/F.Min avg and min ind untamped densities of 22 and 19 pcf,respectively,for Type HP.Tamping is optional.For method of density determination,refer to Design Information Section.The thickness of the Sprey-Applied Fire Resistive Materials on the Structural Members Item 1 lA or iB shall be as follows: ' Protection Mtl Thkns on Structural Member In. 7oist ]oist Wgx2g W8x28 Wi2xi4 Item 1A Item iB ' When When When When When Restrained Unrestrained Deck Deck Deek Deck Deck Assembly Beam Is Is Blend Is Is Fluted Ic Fluted Ratiny Ratiny Concrete All or All All Cellular Cellular Hr Hr Type Fluted Cellular Fluted or Blend or Blend , 1 1 NW 3/8,5/8** 1/2+,11/16** 9/16,15/16** 1++ — 1-1/2 1 NW 3/8,5/8*' 1/2+,11/16** 9/16,15/16** 1-9/16 — ' 2 1 NW 3/8,5/8** 1/2+,11/16** 9/16,15/16** 2-1/16 — ' http://database.ul.com/cgi-bin/XYV/template/LISEXT/1FRAME/showpage.html?name=... 10/30/2009 �AU V�L7VL �1�11N 1\VJ1J4{Al1VV 1\Y�ulbu a u�val v��.� � ' 2 2 NW 3/4 1-3/8+ 1-1/16 2-1/16 — f 2 3 NW 1-3/16 2-1/8+ 1-il/16 — 3-1/4 . ' 3 1-1/2 NW 1/2 7/8* 3/4 — 3-1/4 � 3 2 NW 3/4 1-3/8+ 1-1/16 — 3-1/4 ' 3 3 NW 1-3/16 2-1/8+ 1-il/16 — 3-1/4 � 1 1 LW 3/8,5/8'* 1/2+,11/16** 9/16,15/16** 1-1/8++ , 1-1/2 1 LW 3/8,5/8'* 1/2+,11/16** 9/16,15/16** 1-3/4 = 2 1 LW 3/8,5/8** 1/2+,11/16** 9/16,15/16"* 2-1/4 2 2 LW 1 1-3/8+ 1-7/16 2-1/4 — ' Z 3 LW 1-9/16+ 2-1/8+ 2-1/4 — 3-1/4 3 1-1/2 LW 1!/16 7/8" 1 — 3-1/4 ' 3 Z LW i+ 1-3/8+ 1-7/16 — 3-1/4 *May be reduced to 3/4 in.for the 1-1/2 hr Unrestrained Beam Rating when the material is sprayed 2 in.beyond the beams's top Flange and no reduction in thickness is made at the tips of the bottom flange. ' **This thickness applies when optional Item 12 or 13 are used over 3-1/4 in. lightweight concrete topping. +Thickness of Spray-Applied Fire Resistive Materials may be reduced to one half of this thickness on the lower flange tips of ' the steel beam. ++-When bottom chords consist of 1 by 1 by 0.125 in.thickn steel angles,the thickness of spray-applied fire resistive material shail be increased by 1/4 in.on the bottom chord only. ' ISOLATEK INTERNATIONAL—Type D-C/F,HP,Type II,Type EBS or Type X adhesive which may also be used as a surface sealer. ' 6A.Spray-Applied Fire Resistive Materials*—Altemate to Item 6.See table below for appropriate thicknesses.When fluted steel deck is used and the fire protection thickness selected is based on all fluted deck,the area between the steel deck and the top flange of the steel beam shall be filled.When Fluted steel deck is used and the steel beam is sprayed with the thicknesses applicable to cellular or blended units,the area between the steel deck and the top flange of the steel beam ' shall be plugged.Prepared by mixing with water and sprey-applied in one or more coats to beam surfaces which must be clean and free of dirt,loose scale and oil.Min average density of 17.5 pcf with min individual value of 17.0 pcf. For method of densi detertnination see Desi n Infortnation Section S ra ed Material. Protection Thkns Restrained Unrestrained o�W8X28�I�• ' Assembly Beam Ratiny Ratinq When Deck Is When Deck Is Blend Hr Hr All Fluted or AII Cellular ' 1, 1-1/2,2 1 5/16,7/16* 5/16,7/16* Z z il/16 13/16 2 3 1-1/16 1-5/16 ' 3 1-1/2 1/2 9/16 3 2 11/16 13/16 , 3 3 1-1/16 1-5/16 *This thickness applies when optional Items 12, 13 are used over 3-1/4 in. lightweight concrete topping. ' +++-When bottom chords consist of 1 by 1 by 0.125 in.thick steel angles,the thickness of spray-applied fire resistive material shall be increased by 1/4 in.on the bottom chord only. ISOLATEK INTERNATIONAL-Type 280. ' 6B.Spray-Applied Fire Resistive Materials*—Altemate to Item 6 or 6A.Applied by mixing with water according to instructions on each bag of material.Mixture can be spray or trowel applied in one or more coats.The thickness of the ' mixture is dependent on the type of floor unit.See table below for appropriate thickness.When Fluted steel deck is used ' http://database.ul.com/cgi-bin/XYV/template/LISEXT/1FRAME/showpage.html?name=... 10/30/2009 DAU V.L7VL �1'llV 1\VDiDK411vv L\f�Lb111bJ 't 11\✓L va....v.. v ' and the flre protedion thickness selected is based on all Fluted deck,the area between the steel deck and the top flange of the steel beam shall be fllled.When Fluted steel deck is used and the steel beam is sprayed with the thicknesses applicable to cellular or blended units,the area between the steel deck and the top Flange of the steel beam shall be plugged.The ' steel surfaces must be clean and free of dirt,loose scale and oil,Minimum average density of 38 pcF and minimum individual density of 35 pcF for Type 800.Min avg density of 44 pcf with min fnd value of 40 pcf for 7ype M-II. Min avg density of 44 pcf with min ind value of 42 pcf for Type TG.For method of density determination,refer to Design Information Section S ra ed Material. ' Protaction Thkns Restrained UnrosLrained on W8x28,In. Assembly Beam Ratiny Ratinq When Deck Is When Deck Is Blend Hr Hr All Fluted or All Cellular ' 1, 1-1/2,2 1 3/8, 1/2* 7/16,9/16* Z Z 15/16 1-1/4 ' Z 3 1-5/16 1-1/2 3 1-1/2 5/8 1 g 2 15/16 1-1/4 ' 3 3 1-5/16 1-1/2 *This thickness applies when optional Item 12 or 13 are used over 3-1/4 in.lighhnreight concrete topping. ' ISOLATEK INTERNATIONAL—Types 800, M-II or TG.Types 800,M-II and TG Investigated for exterior use. ' 6C.Spray-Applied Fire Resistive Materials* —Alternate to Items 6A or 6B.Applied by mixing with water in accordance with instructions on each bag and applied in one or more coats to a final thickness as shown in table below to steel beam surface which is free of dirt,oil or scale.When fluted steel deck is used and the fire protection thickness selected is based on all fluted deck,the area between the steel deck and the top Flange of the steel beam shatl be filled.When fluted steel deck is used and the steel beam is sprayed with the thicknesses applicable to cellular or blended units,the area between ' the steel deck and the top fiange of the steel beam shall be plugged. Min average and min individual density is 15 and 14 pcf,respectively.For method of density determination,refer to Design Information Section.The thickness of the material on the Structural Members(Item 1, 1C,or 1D)shall be as follows: ' Protection Mtl Thkns on Structural Members In. ' W8x28 When Wi2xi4 When 7oist(Item iC or iD) Restrained Unrestrained W8x28 When Deck Is Deck Is When Deck Is Assembly Beam Deck Is Blend or All Fluted Callular Ratiny Hr Ratiny Hr All Fluted All Cellular Flut� or Blend , 1 1 5/16,7/16* 5/16,7/16* 1/2,5/8" 9/16 1-1/2 1 5/16,7/16* 5/16,7/16* 1/2,5/8* 1 2 1 5/16,7/16* 5/16,7/16* 1/2,5/8* 1-3/8 ' Z 2 11/16 13/16 1 1-3/8 2 3 1-1/16 1-5/16 1-1/2 2-1/4 ' 3 1-1/2 1/2 9/16 3/4 2-1/4 3 2 li/16 13/16 1 2-1/4 3 3 1-1/16 1-S/16 1-1/2 2-1/4 ' *This thickness applies when optional Item 12 or 13 are used over 3-1/4 in. lightweight concrete topping. ' BERLIN CO LTD—Types 300, 300E5,300N or SB. ' ISOLATEK INTERNATIONAL—Type 300,Type 300ES,Type 300N,or Type SB. ' 6D.Spray-Applied Fire Resistive Materials* —Alternate to Items 6A,68 or 6C.Applied by mixing with water in accordance with instructions on each bag and applied in one or more coats to a final thickness as shown in table below to steel beam surFace which is free of dirt,oil or scale.When fluted steel deck is used and the fire protection thickness ' selected is based on all fluted deck,the area between the steel deck and the top flange of the steel beam shall be filled. ' http://da.ta.base.ul.com/cgi-bin/XYV/template/LISEXT/1FRAME/showpage.html?name=... 10/30/2009 D1�lJ V.L7VL-1'11G 1�Wt�uux+�•l�a�ui�o -a u.vy va......., �, ' When fluted steel deck is used and the steel beam is spreyed with the thicknesses applicable to cellular or blended units, the area between the steel deck and the top flange of the steel beam shall be plugged. ` r ' Min average and min individual density is 17.5 and 16 pcf,respectively,for 300TW. Min average and min individual density of 22 and 19 pcf,respectively,for Type 400.For method of density determination,refer to Design Infortnation Sedion.The thickness of the material on the Structural Members(Item 1, 1C,or 1D)shall be as follows: ' Protection Mtl Thkns on � Structural Members In. Restrained Unrestrained W8x28 W8x28 W12x14 ]oist ' As�embly Beam Whan When When (Item iC or iD) Ratiny Hr Ratiny Hr Deck Is Dnck Is Deck Is When Daek Is All Fluted Blend or All Fluted Ceilular All Cellular Fluted or Bknd ' 1 1 5/16,7/16• 5/16,7/16* 1/2,5/8* 9/16 1-1/2 1 5/16,7/16* 5/16,7/16* 1/2,5/8* 1 2 1 5/16,7/16* 5/16,7/16* 1/2,5/8* 1-3/8 ' 2 2 11/16 13/16 1 1-3/8 2 3 1-1/16 � 1-5/16 1-1/2 2-1/4 ' 3 1-1/2 1/2 9/16 3/4 2-1/4 - 3 2 11/16 13/16 1 2-1/4 3 3 1-1/16 1-5/16 1-1/2 2-1/4 ' *This thickness applies when optional Item 12 or 13 are used over 3-1/4 in. lightweight concrete topping. ' ISOLATEK INTERNATIONAL—Type 300TW,Type 400. 6E.Mastic and Intumescent Coatinys*—As an alternate to Items 6 through 6D.For use with fluted steel Floor and fortn units only.Min.size W8x24 or W6x12 beams shall be primed with a phenolic modified alkyd primer,a metal alkyd ' primer,an acrylic primer or an epoxy primer at a nominal thickness of 2 mil.Coating spray or brush applied in accordance wfth the manufacturer's instructions at the mfn dry thickness as shown in the table below.The thickness shown below includes the primer thickness.Flutes above beam to be completely filled with minimum 6 pcf mineral wool insulation,or the top Han e of the beam to be rotected with the same thickness of coatin as re uired on the beam. ' Minimum Dry Minimum Dry Unrestrained Beam Rastrained Ascembly Thickness mfis Thicknecs mm Beam Size Ratinp Hr Ratiny Hr 53 1.34 W8x24 1 Z ' 95 2.41 W8x24 1-1/2 3 73 1.83 W6x12 1 2 123 3.10 W6x12 1-1/2 3 ' ISOLATEK INTERNATIONAL—Type SprayFitm-WB 3 and Type WB 3. Investigated for Interior General Purpose.Type SprayFilm-WB 4 and Type WB 4,Investigated for Interior General Purpose.Type SprayFilm-WB 4 and Type WB4, Investigated for Exterior Use with top coat as descrfbed in Item 6F. ' 6F.Mastic and Intumescent Coatinys*—As an alternate to Items 6 through 6E.For use with normal weight concrete. Min.size W8x28 beams shall be primed with a phenolic modified alkyd primer a metal alkyd primer,an acrylic primer or an rimer at a nominal thickness of 2 mil.Coatin spray or brush applied in accordance with the manufacturer's epoxy p 9 low includes the rimer thickness. h table below.The thickness shown be P i ns at the min d t hickness as shown in t e instruct o rY The to surtace of the to flange where fluted units are used must be protected wfth the coating material at the same min ' P P thickness at a min distance of 1 in. 25 mm)inward from the flange tip on both sides of the beam.Mineral wool d � ry insulation o tional above to surface of the beam. ' Minimum Dry Minimum Dry Stcel Floor Unrectrained Beam Restrained Assembly Thickness mils Thickness mm Units Ratinq Hr Ratinq Hr 103 2.62 Fluted or Cellular 1-1/2 2 ' 179 4.55 Cellular 1-1/2 3 341 8.67 Cellular 2 3 ' ISOLATEK INTERNATIONAL—Type SprayFilm-WB 3 and Type WB 3. Investigated for Interior General Purpose.Type ' http://database.ul.com/cgi-bin/XYV/template/LISEXT/1FRAME/showpage.html?name=... 10/30/2009 DAV V.L7VL �1'l1G 1\VA101411vv i�u�ui�o -�u�va�vi.+v.. u ' -WB 4 and T WB 4 Investi ated for Interior General Purpose.Type SprayFilm-WB 4 and Type WB 4, . SprayFlm ype , 9 Investigated for Exterior Use with top coat as described in Item 6F. 4 t6G.Top Coat—Type SprayFilm-TOPSEAL and Type TOPSEAL required for Exterior Use,applied at a minimum dry thickness of 14 mils(0.34 mm)over the intumescent material.See ClassiflcaGon infortnation in the Mastic Coating(CDWZ) , category,Isolatek Intemational,for mixing requirements. ' 6H.Mastic and IMumescent Coatinys*—As an altemate to Items 6 through 6E.For use with nortnal weight concrete � and Fluted steel floor and form units only.Min size W6x12 beams shall be primed with a phenolic modified alkyd primer at a thickness of 1 mil.Coating sprey or brush applied in accordancA with the manufacturers instructions at the shown betow. ' The thickness includes the 1 mil of rimer. Minimum Minimum Unrestrafned Rectreined pry pry Beam Assembly Thickness mils Thickness mm Ratinq Hr. Ratinp Hr. ' 60 15 1 1 ISOLATEK INTERNATIONAL—Type SprayFilm-WB 2.Investigated Interior General Purpose. ' 7.Shear Con�ector Studs—Optional—Studs,3/4 in.diam by 3 in.long,for 1-1/2 in.deep fortn units to 5-1/4 in. long for 3 in.deep form units,headed type or equivalent per AISC specifications.Welded to the top Flange of the beam through ' the steel form units. 8.Lath Hanper—(NOt Shown)—Optional-For use in caged beams with Items 6,6A,6B or 6C Galv steel 6 SWG min diam spaced 27 in.O.C. ' 9.Clips—(NOt Shown)—Optional-For use in caged beams with Items 6,6A,6B or 6C No.24 MSG spring steel pushed on to top and bottom flanges of beam spaced 6 in.O.C.max. ' 10.Metal Lath—(Not Shown)—Optional-For use in caged beams with Items 6,6A,6B or 6C 3/8 in.diamond mesh or rib lath,3.4 Ibs per sq yd expanded steel attached to beam with clips spaced 6 in.OC max;or tied to lath hangers with 18 SWG galv steel wire spaced 6 in.OC max. 11.Electrical Inserts—(Not Shown)—Classified as"Outlet Boxes and Fittings Classified for Fire Resistance".* ' 12.Mineral and Fiberboards*—(Optional,not shown).Applied over concrete floor with no restriction on board thickness.When mineral and fiber boards are used,the unrestrained beam rating shall be increased by a minimum of 1/2 hr.See Mineral and Fiber BoaM(CERZ)category for names of manufacturers. ' 13.Foamed Plastie*—(Optional,not shown).Consisting of polyisocyanurate or urethane roof insulations.Appiied over concrete Floor with no restrictions on thickness.When polyisocyanurate or urethane insulation is used,the unrestrained beam rating shall be increased by a minimum of 1/2 hr.See Foamed Plastic(CCVW)for list of manufacturers. ' 14.Insulatiny Concrete—(Optional,not shown)-Various types of insulating concrete prepared and applied as follows: A.Vermiculite Concrete-Blend 6 to 8 cu ft of Vertniculite Aggregate*to 94 Ib Portland cement and air entraining agent. ' Min thickness of 2 in.as measured to the top surface of the structural concrete or foamed plastic(Item 15)when it is used. See Vermiculite Aggregate(C]ZZ)category for names of Classified companies. B.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 190 psi as determined with ASTM C495-66. ' 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 of 37(+or-)3.0 pcf. ' ELASTIZELL CORP OF AMERICA—Type II,with a cast dry density of 39(+or-3.0)pcf. LITE-CRETE INC—Cast density of 29(+or-)3.0 pcf. , SIPLAST INC—Mix#1,Cast dry density of 32(+or-) 3 pcf. ' ' http://database.ul.com/cgi-bin/XYV/template/LISEXT/1FRAME/showpage.html?name=... 10/30/2009 DAU V.L7VL � l llV 1\VJlO�CLiIVV ius�aaabo a+.•�++��+.��-� � ' SIPLAST INC—Mix#2,Cast dry density of 36(+or-)3 pcf. ' C.Cellular Concrete-Roof Topping Mixture*-Foam concentrate mixed with water,Portland cement and UL Classified Vermiculite Aggregate per manufacture's application instructions.Cast dry density of 33(+or-)3 pcf and 28 day compressive strength of min 250 psi as detertnined in accordance with ASTM C495-86. , CELLULAR CONCRETE L L C—Mix#3. 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. SIPLAST INC—Mix#3. ' D.Perlite Concrete-6 cu ft of Perlite Aggregate*to 94 Ib of Portland Cement and 1-1/2 pt air entraining agent. Min thickness 2 in.as measured to the top surFace of structural concrete or foamed plastic(Item i5A)when it is used. ' • See Perlite Aggregate(CFFX)in Fire Resistance Directory for names of Classified companies. 15.Foamed Plastic*—(Optional-not shown)—For use only with vermiculite(Item 14A)or cellular(Item 14B) concretes-Rigid polystyrene foamed plastic insulation having slots and/or holes sandwiched between vertniculite concrete ' slurty which is applied to the normal or lightweight concrete surFace and vermiculite concrete topping(Item 14A).Max thickness to be 8 in. See Foamed Plastic*(BRYX)category in Building Materials Directory or Foamed Plastic*(CCVW)Category in Fire ' Resistance Directory for list of Classified companies. 15A.Foamed Plastic*—(Not Shown)—For use only with cellular or perlite concrete.Nomfnal 24 by 48 by max 8 in. thick polystyrene foamed plastic insulation boards having a density of 1.0(+or-0.1)pcf,encapsulated within concrete topping.Each fnsulation board shall contain six nominal 3 in.dfameter holes oriented in two rows of three holes each with ' the holes spaced 12 in.OC transversely and 16 in.OC longitudinally. See Foamed Plastic*(BRYX)category in Building Materials Directory or Foamed Plastic*(CCYW)category in Fire Resistance Directory for list of Classified companies. ' 16.Roof Coverinp Mabarials• —(Optional,not shown) —Consisting of materials compatibie with insulations described herein which provide Class A,B or C coverings.See Bufit-Up Roof Covering Materials in Building Materials Directory. ' 17.Insulated Concrete—(Optional,not shown)—various types of insulated concrete prepared and applied in the thickness indicated. A.Vermiculite Concrete—Mix consists of 6 cu ft of Vertniculite Aggregate*,94 Ibs of Portland ' cement and 6 ox of air entraining agent.Thfckness to be 2 in min from the top plane of steel roof deck. ELASTIZELL CORP OF AMERICA—Types M516-U,MSV 200. ' B. Perlite Concrete—Mix consists of 6.2 cu ft Perlite Aggregate*to 94 Ibs of Portland cement and 1-1/2 pt air entraining agent.Compressive strength 80 psi min. ' See Perlite Aggregate(CFFX)category for names of Classified companies. *Bearing the UL Classification Mark ' Last Updated on 2009-10-29 Ouestions? Notice of Disclaimer Paae Too ' ��rynnr n�nnq iJnderwriters Laboratories Inc p ' The appearance of a company's name or product in this database does not in itself assure that products so identffied have been manufactured under UL's Fo�low-Up Service.Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Foliow-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 ' http://da.tabase.ul.com/cgi-bin/XYV/template/LISEXT/1FR.AME/showpage.html?name=... 10/30/2009 UAV Y.L"JVL -1 liv a�vaauwaavv+�..�+4b.� --- •-- -— --- - ' Infortnatlon,Designs and/or Listings(flles)must be presented in their endrety 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 , 2009 Underwriters Laboratories Inc.p" An independent urqanizat�on rrarkiny fo� a sater worltl wi:h integrity, precision und knowiee;;e. ' , � . . . . �....... .;._. a..... .. � . i . ' ' , ' ' ' I ,I ' , , ' ' ' ' 1 , ' ' http://database.ul.com/cgi-bin/XYV/template/LISEXT/1FRAME/showpage.html?name=... 10/30/2009 I ' Throu�h-Penetration Firestou Svstem at 2 Hour Floor/Ceiling at Leve12 ' Svstem No.F-B-1020 ' ' � , ' ' ' ' ' ' . � ' ' ' 1 ' ' i ' ai i�ii�iw ii�oiiiii�iiiiiiii�� System No. F-B-1020 F Rating-3 Hr T Rating-0 Hr ' 1 B ' 1 . . : � . � � a� : .� ' � � � � .. : . ., �: ... �. .. .. ; . , 3 ' ' 1. Fioor Assembl Li htwei ht or normal wei ht 100-150 cf or 1600-2400 k m3 concrete floor assembl Min concrete Y- 9 9 9 ( P � ) y. thickness is 6 in.(152 mm). ' 2. Firestop System-Firestop Device"-Cast in place firestop device permanently embedded during concrete placement or grouted in concrete assembly in accordance with accompanying installation instructions. A. Firestop Device"-Cast in place firestop device installed flush with the bottom surface of the floor and trimmed 3 in.(76 ' mm)below the top surface of the floor. SPECIFIED TECHNOLOGIES INC-CD200 B. Firestop Device*-Tub Box*-Nom 9-5/8 by 12-3/4 by 3 in.(244 by 324 by 76 mm)polypropylene(PP)tub box,with ' adjustable legs,secured to top of Cast-In Device,CD200(Item 2A)and cast into concrete slab,flush with top surface of floor. SPECIFIED TECHNOLOGIES INC -CD200T ' 3. Drain Piping-Nom 1-1/2 in. (38 mm)or 2 in.(51 mm)diam Schedule 40 steel pipe and drain fittings. 3A. Alternate Drain Piping-(Optional-Not Shown)- Cast iron P trap secured to PVC waste/overflow fitting with a compression coupling. Drain piping rigidly supported away from tub box with suitable hangers. ' 4. Waste/Overflow Fitting-Nom 1-1/2 in.(38 mm)or 2 in.(51 mm)diam waste/overflow fitting,formed of polyvinyl chloride (PVC). *Bearing the UL Classification Mark ' ' � Specified Technologies Inc 200 Evans Way Somerville, NJ 08876 � ' � Reproduced courtesy of Underwriters Laboratories, Inc. Created or Revised: September 03,2009 �� F-B-1020 ST1 (800)992-1180•(908)52&8000•FAX(908)231-8415•E-Mail:techserv@stifirestop.com•Websitewww.stifirestop.com pAGE 1 OF 1 ' ' ' 1 Hour Floor/Ceiling Assembly at Levels 3 through 5 • Type 1 —with 3x12 wood floor joists See Fire Resistant Ratings- GA File No. FC 5104 ' , ' ' ' ' ' , ' 1 ' ' ' ' t ' , 1'Ib _.. _�_ ---- . ..------ - ' FLOOR-CEILING SYSTEMS, WOOD FRAMED ' GA FILE NO. FC 5000 GENERIC 1 HOUR 65 to 69 STC ' FIRE SOUND WOOD I�l01STS,GYPSUM WALLBOARD, RESILIENT CHANNELS �Base layer+/s"type X gypsum wallboard applied at right angles to resilient channels 16" o.c.with 1�/4"Type S drywall screwS 12"o.c. Resilient channels applied at right angles , to minimum 9+/z"deep wood I-joists,with minimum 1�/4"deep x 1+/s"wide flanges and '; minimum$/a"webs,24"o.c.with 1�/a"Type W drywall screws. Face layer+Is"type X i gypsum wallboard applied at right an�les to channels with 151e"Type S drywall screws - - -- - - - -- - 12"o.c. Face layer end joints located midway between channels and attached to base ' layer with 1�/s"Type G screws 12" o.c. Edge joints offset 24"from base layer edge qpProx.Ceiling j joints.Wood I-joists supporting s/e"oriented strand board applied at right angtes to Weight: 5 psf I-joists with Sd common nails 12"o.c. Fire Test: NRCC A�440.1 (Revised), � ' STC and IIC tested with 5/e"gypsum concrete underlayment and 3�Is"glass fiber insulation 6-2497 in joist spaces. Third laysr of�/s" or 61s" type X gypsum wallboard required to Sound Test: NRCC&3150.5, 6-30-00 achieve 1 hour fire resfstance rating when glass flber insulation is used. IIC 8�Test: 51 NRCC&3150.5, 6-30-00 �i ' GA FILE N0. FC 5011 PROPRIETARY* 1 HOUR 60 to 64 STC FIRE SOUND ' � WOOD I�,lO1STS,WOOD STRUCTURAL PANELS,GYPSUM FLOOR TOPPING,RESILIENT CHANNELS,GLA3S FIBER BATT OR LOOSE FILL INSULATION,GYPSUM WALLBOARD Base la er+/z" ro rieta e X um wallboard or um veneer base a lied at ri ht � Y P P �Y tYP 9YPS 9YPg PP 9 ' angles to resilient furring channels 24" o.c. (16" o.c. when insulation is used)with 1" - -- -- _ - -- - _- _ Type S drywall screws 16" o.c. Gypsum board end joints located midway between continuous channels and attached with screws 8"to additional pieces of channel 60" � long locatad 3"back on either side of end joint.Resilient channels apptied at right angles � ' to minimum 10"deep wood I joists spaced a maximum of 19" o.c. with 1+1a"Type S drywall screws.Face layer+/:"proprietary type X gypsum wallboard or gypsum veneer qpprox.Ceiling base applied at right angles to resilient furring channels 1s/e"Type S drywall scxews 8" Weight: 3 psf o.c. and 1�Is"Type G screws 8" o.c. at the butt joints loctaed mid span between the Fire Test: UL R1319,05NK04589, resilient channels. Glass fiber insulation secured to subfloor or loose fill insulation 2�L-05;UL R1319, �� ' applied directly over gypsum board.Wood I joists supporting��/sx"wood structural panel 05NK09496,3-31-05; � subfloor applied at right angles to joists with construction adhesive and 6d ring shank UL Design L570 � nails 12"o.c.Minimum�/z"proprietary gypsum floor topping applied over subfloor. Sound Test: RAL OT03-05,422-03; i STC rated with I joists spaced 24"o.c.,3�/x"glass flber insulation in joist spaces,proprietary RAL OT03-07,429-03; ' RAL OT03-09,6-18-03 ' gypsum floor topping poured over+l4"proprietary sound reduction mat,and with finish flooring of sheet vinyl,engineered wood laminate,and ceramic tile.(STC 64 when sheet IIC&Test: (58 sheet vinyl), vinyl or engineered wood laminate is applied to floor;STC 66 when tested with ceramic RAL OT03-06,422-03; tile applied to floor.) (62 engineered wood , laminate)RAL OT03-08, PROPRIETARY GYPSUM COMPONENTS 429-03; United States Gypsum Company - �/s"SHEETROCK�Brand FIRECODE�C (54 ceramic tile) Core Gypsum Panels RAL OT03-10,6-1&03 i ' - LEVELROCK�Brand Floor Underlayment I ' GA FILE N0. FC 5104 PROPRIETARY' 1 HOUR 55 to 59 STC I FIRE SOUND GYPSUM WALLBOARD,RESILIENT CHANNELS,WOOD JOISTS ' One layer+h"proprietary type X gypsum waliboard or gypsum veneer base applied at right � , angles to resilient furring channels 24" o.c. with 1" Type S drywall screws 12" o.c. � Gypsum board end joints located midway between continuous channels and attached to I additional pieces of channel 60"long with screws at 12"o.c.Resilient channels applied ' at right angles to 2 x 10 wood joists 16" o.c. with 6d common nails. Wood joists - - -- - __ _ _ __ _ _ I supporting te/az"plywood and 1"proprietary sanded gypsum underlayment. , STC rated with 3�/s"glass fiber insulation in joist spaces and with carpet and pad.Second ; layer of �Iz" or Sle" type X gypsum wallboard required to achieve 1 hour flre ; resistance rating when glass flber insulatlon is used. Approx.Ceiling ' Weight: 2 psf PROPRIETARY GYPSUM BOARD Fire Test: UL R2717,UL Design L502 GP Gypsum - �/s"DensArmor�Plus Fireguard�C Sound Test: G&H BW-10 MT, 10-13-70 ��'" �. Interior Guard IIC&Test: (73 C 8 P) �i , G&H BW-10 MT, 10-13-70 i I '`Contact the manufacturer for more detailed information on proprietary products. j � ' - ' 1 Hour Floor/Ceiling Assembly at Levels 3 through 5 • Type 2—with 11 7/8"BCI joists ES Report ESR-1336 ' Figure 2—One-hour fire-resistive assembly Fire Resistant Rating per Table 720.1(3) Item No. 25-1.1 ' ' ' � t ' ' ' ' ' ' ' ' , ' ' ' , ' � ESR-1336 a�� E�a��M Reissued July 1, 2008 � This report is subject to re-examination in two years. ' ICC Evaluation Service, Inc. �°"�0"'�0 WOf�"�"""��01'��3 Regiorml 011foe�900 AAontdair Roed,Suite A,Bimr�7ham.PJabarne 35113 ■(205)599-9800 1NW W.ICC-@S.O�Q ��p��4051 West Fbssrraor Roed,Country Gub Hills,INinas 60478�(708)79�Y.i05 t DIVISION:06—WOOD AND PLASTICS 3.2 Material Specifications: Section:06170—Prefabricated Structural Wood ' 3.2.1 Flanges:The flanges of the BCI I joists are laminated REPORT HOLDER: veneer lumber that is currently recognized in the approved quality control manual. Flange width, depth and grade BOISE BUILDING SOLUTIONS MANUFACTURING LLC requirements are noted in Table 1. ' POST OFFICE BOX 2400 3.2.2 Web:Web material for the BCI joists is either plywood WHITE CITY,OREGQN 97503-0400 or OSB.Plywood webs in I joists with depths of 12 inches(305 (541)826-0200 mm)or less are 3/B-inch-thick(9.5)GD Structural I.Plywood www.bcewp.com webs in I joists with depths greater than 12 inches(305 mm) ' are 3/8 inch-thick(9.5 mm)C-C Structural I.All OSB webs are EVALUATION SUBJECT: 3/8 inch-thick(9.5 mm)Exposure I with a span rating of 24/0. BCI PREFABRICATED WOOD I-JOISTS 3.2.3 Adhesive:Adhesives used in the fabrication of the I- ' joists comply with ASTM D 2559 and ASTM D 7247,and are 1.0 EVALUATION SCOPE specified in the approved quality control manual and the Boise Cascade Corporation manufacturing standards. Compliance with the following codes: ' ■ 2006 Intemational8uilding Code°(IBC) 4.0 DESIGN AND INSTALLATION ■ 2006 Intemational Residential Code°(IRC) 4.1 General: ■ 1997 Uniform Building CodeTM' (UBC) Design and installation of the BCI prefabricated wood I-joists ' described in this report must comply with the conditions Properties evaluated: discussed in Sections 4.2 through 4.12 of this report. ■ Structural 4.2 Allowable Capacity: , ■ Sound ratings Table 2 specifies allowable moments, reactions, shears, ■ Fire-resistance ratings deflection coefficients and I joist stiffness (En. Table 3 ■ Floor and roof spans speafies allowable vertical load capacities for joists used as blocking. Maximum allowable reactions are based on a ' 2.0 USES minimum bearing length of either 1'/2 or 13/,inches(38.1 mm or 44.5 mm)for end support points and 3'/Z inches(89 mm) at BCI joists are prefabricated wood I joists used as floor joists, intertnediate support points for continuous spans. Other roof rafters and blocking panels, to support code-required �aring conditions are also shovm in the table; linear ' loads. Prefabricated wood I joists described in this report interpolation between the values is permitted.When joists are comply with Section 2303.1.2 of the IBC;Section R502.1.4 of used as simple span members,the design shear is equal to the the IRC;and Section 2303,Item 5.1,ofthe UBC,for allowable end reaction.When joists are used as multiple span members, stress design. the maximum interior reaction is as noted in Table 2. 3.0 DESCRIPTION I 4.3 Fasteners: I 3.1 GeneraL• Allowable capacities and the spacing of fasteners installed in The BCI�joists are prefabricated wood I joists with laminated the laminated veneer lumber flanges must comply with this I ' veneer lumber flanges and plywood or oriented stand board report. (OSB)webs.The I joists have parallel top and bottom flanges, resulting in a constant-depth joist. The web of the I-joists See Table 4 for the equivalent specific gravities for use in consists of4-foot-long(1219 mm)plywood or OSB panels with determining the design values of connectors installed into the ' ' the face grain vertical.The web-taweb joist joints are glued flanges of BCI joists.Table 5 specifies the minimum allowable joints and conform to the specifications in the approved quality spacing for connectors installed into the flanges of BCI joists. control manual.The BCI joists are available in various lengths S� Table 6 for limitations on the allowable lateral design and depths. See Table 1 for joist dimensions and material values of BCI joists when used as framing members in specifications. horizontal wood diaphragms. ' t �RECORTS` are not to be construed as representing aesthetics or any other attrrbutes not specificallv addrusea(,nor are thev to be canstrued as an endorsement of the subject of the report or a recommendation for its use.There is no wanantv bv ICC Evaluation Service,/nc.,express or implietl,as to arrv � ' finding or other matter in lhis report,or as Jo anv product covered bv!he report. rirrr/r� naeat+aurnaopr Copyright 0 2008 Page 1 of 68 ' , Page 2 of 68 ESR-1336 , 4.4 Web Stiffeners: 4.11 Deflection: Web stiffener requirements for reactions and concentrated Total I joist deflection is caused by two types of stresses: ' loads must be as noted in Figure 1. flexure and shear. Bending deflection must be calculated 4.5 Lateral Support: using standard engineering formulae.Shear deflection must be calculated using the following formula: ' The compression flange must be continuously laterally 8M supported,and the joist ends restrained to prevent rollover. �_- Code-recognized methods specified for solid-sawn lumberare K acceptable.Bridging is not required for BCI floor and roofjoist Example: Deflection of a uniformiy loaded,simple-span joist ' applications. is determined using the following formula: 4.6 Holes in the Itiloist Web: The allowable location of holes in the web material of BCI � 5wL4 WLZ joists must be determined in one of the following ways: � 384E1+ K ' 1. An analytical approach can be used, provided the Example:Deflection of a simple-span joistwith a concentrated calculations are reviewed and approved by a registered load at mid-span is determined using the following formula: professional engineer. 2. Boise Building Solutions design software can be used to e_ P�3 +2PL , detertninethe allowable location ofweb holes in BCI joists. 48E1 K 3. Size and location of allowable web holes in BCI joists for E� = I-joist stiffness from Table 2. specfic conditions comply with the details noted in Tables ' 7,8,9,1 U, 11 and 12 of this report. K = Shear stiffness coefficient from Table 2. I l o c a t i o n o f h o l e s c a n b e d e t e r m i n e d b L - I j oi st s pan(inches). 4. T h e a l l o w a b e Y utitizing the equations shown below to calculate the M = Design moment(inch-pounds). allowable shear capacity(based on the reduction in shear ' capacity)of BCI joists at web holes: P = Applied concentration load(pounds). BCI Joists with OSB web: W = Applied unifortn load(pounds per linear inch). Circular holes: % Red. = 0.69 x (Hole diameter +[Joist 0 = Total I joist mid-span deflection(inches). ' depth-(2 X flange height)])+0.12 4.12 Blocking Panels: � Rectangular holes: % Red. = 0.28 x (Hole height+[Joist I joists under bearing walls that are perpendicular to the joists depth -(2 X flange height)]) + 0.29 x require full-depth blocking. Joists used as blocking panels ' (Hote length+18)+0.40 have the maximum compressive load capacities shown in BCI Joists with�Ivwood web: Table 3. Circular holes: % Red. = 0.74 x (Hole diameter +[Joist 4.73 Cantilevered Joists: ' depth-(2 X flange height)])-0.06 I joists are permitted to be installed with cantilevers,provided Rectangular holes: %Red._(0.74 x X)+0.14,where X is the cantilevers have a maximum length equal to one third of t h e m a x i m u m v a l u e d e t e r m i n e d b y t h e the ad jacent span and support unifoRn loads only.Alternately, equation: design calculations showing compliance with the design ' properties in Table 2 of this report can be submitted to the X = Hole height + (Joist depth - [2 x building official for approval. flange height])or 4.14 Fire-Resistance-Rated Roof-ceiling and Floor-ceiling X=Hole length+18 Assemblies: ' 5. Knockout holes installed during the manufacturing process gCl joists are permitted as components of roof/ceiling or may be utilized wherever present. floor/ceiling assemblies required to have a fire-resistance 4.7 Duration of Load: rating of one hour in accordance with the code when constructed in accordance with Figure 2,3,4,5 or 6 of this ' Adjustments for duration of load must be in accordance with report.BCI joists are permitted as components of roof/ceiling Section 2316.2,Items 5 and 6 of the UBC,or Parts 2.3.2 and or floor/ceiling assemblies required to have a fire-resistance 10.3.2 of the ANSI/AF8�PA National Design Specification for rating of two hours in accordance with the code when Wood Construction(NDS),2005 edition. constructed in accordance with Figure 7. , 4.8 In-service Moisture Conditions: In addition to the fire-resistive-rated assemblies shown in I joists are not permitted to be installed in locations where the Figures 2 through 7 of this report,the BCI joists described in in-service moisture content exceeds 19 percent. this report may be used in the assemblies described in IBC 4.9 Repetitive-member Use: Table 720.1(3),Item Numbers 21-1.1,23-1.1,25-1.1,26-1.1, ' 27-1.1,2&1.1 and 29-1.1,provided the I-joists used meet the The repetitive-member use factors applicable to the resistive required criteria as described in the "Floor or Roof moment capacities listed in Table 2 of this report must be Constn.iction"column. limited to 1.0. 4.15 Sound-rated Floor-ceiling Assemblies: ' 4.10 Member Spans: BCI joists are permitted as components of floor/ceiling I-joist spans must be determined in accordance with Section assemblies required to have acoustical ratings in accordance 2316.2,Item 11,of the UBC,or Part 3.2.1 of the NDS.Vertical with the code when constructed in accordance with Figure 2, shear calculations include all loads within the span from face 3,4 or 6 of this report. Sound transmission class(STC)and rts. Allowable floor s ans for specific im act insulation class(IIC)ratings are as given in Figures 2, to face of su P P �'� I P� conditions are shown in Table 13. 3,4 and 6,for the listed floor topping components. ' ' Page 3 of 68 ESR-7336 5.0 CONDITIONS OF USE 5.6 Joists are manufactured by Boise Building Solutions at ' The BCI Prefabricated Wood I joists described in this report their White City,Oregon,or Lena,Louisiana,facility,with comply with, or are suitable altematives to joists and rafters quality control inspections by PFS Corporation(AA-652). spec fie d in,t hose c o des lis te d m Se c t io n 1.0 o f t h i s r e p o rt, 6.0 E V I D E N C E S U B M I T T E D subject to the following conditions: ' 6.1 Manufacturer's installation instructions. 5.1 BCI joists must be installed in accordance with this report and the manufacturer's installation details. 6.2 Data in accordance with the ICGES Acceptance Criteria for Prefabricated Wood I joists (AC14), dated October 5.2 Drawings and design details verifying compliance with 2007. ' this report must be submitted to the building official when requested. The drawings and calculations must be 6.3 Reports of fire tests conducted in accordance with ASTM prepared by a registered design professional where E 119. required by the statutes of the jurisdiction in which the ' project is to be constructed. • 6.4 Reports of sound trensmission tests conducted in accordance with ASTM E 90, E 413 and E 492. 5.3 Where one-hour or two-hour fire-resistance-rated construction is required, the construction must comply 6.5 Quality control manuals. , with this report. 7.0 IDENTIFICATION 5.4 Cutting or notching of BCI joist flanges is beyond the Each joist and blocking panel is stamped with the Boise scope of this report. • Building Solutions logo; plant location and product ' 5.5 Sound-rated assemblies noted in Section 4.15 of this designation; evaluation report number(ESR-1336); and the report,with STC and or IIC ratings of less than 50,are logo of the inspection agency, PFS Corporation. only applicable in jurisdictions using the IRC. ' ' 1 ' ' 1 ' , ' ' , ' Page 4 of 68 ESR-1336 , TABLE 1 -JOIST DESCRIPTIONS FOR BCI JOISTS JOIST FLANGE WEB RANGE OF ' SERIES MATERIAL (depth x width) MATERIAL JOIST DEPTHS (inches) (inches) BCI 400a1.3 VE SA-LAM 1.125 x 1.5 3/8"OSB 9 1/2 to 14 BCI 4000.1.4 VERSA-LAM 1.125 x 1.5 3l8"OSB 91/2 to 14 ' BCI 4000-1.5 VERSA-LAM 1.125 x 1.5 3/8"OSB 9112 to 14 BCI 4000-1.6 VERSA-LAM 1.125 x 1.5 3/8"OSB 9 1/2 to 14 BCI 4000-1.7 VERSA-LAM 1.125 x 1.5 3/8"OSB 9 1/2 to 14 BCI 4000-1.8 VERSA-LAM 1.125 x 1.5 3/8"OSB 91/2 to 14 ' BCI 4000-1.9 VERSA-LAM 1.125 x 1.5 3/8"OSB 9 1/2 to 14 BCI 4000-2.0 VERSA-LAM 1.125 x 1.5 3/8"OSB 9 1/2 to 14 BCI 4000-2.1 VERSA-LAM 1.125 x 1.5 3/8"OSB 9 1/2 to 14 BCI 4000-2.2 - 1.125 x 1.5 3/B"O B 9 1/2 to 14 ' BCI 4500-1.3 V RSA-LAM 1.125 x 1.75 3/8"OSB 9 1/2 to 16 BCI 4500-1.4 VERSA-LAM 1.125 x 1.75 3/8"OSB 9 1/2 to 16 BCI 4500-1.5 VERSA-LAM 1.125 x 1.75 3/8"OSB 9 1/2 to 16 , BCI 4500-1.6 VERSA-LAM 1.125 x 1.75 3/8"OSB 9 1/2 to 16 BCI 4500-1.7 VERSA-LAM 1.125 x 1.75 3/8"OSB 9 1/2 to 16 BCI 4500-1.8 VERSA-LAM 1.125 x 1.75 3/8"OSB 9 1/2 to 16 BCI 4500-1.9 VERSA-LAM 1.125 x 1.75 3/8"OSB 9 1/2 to 16 ' BCI 4500-2.0 VERSA-LAM 1.125 x 1.75 3/8"OSB 9 1/2 to 16 BCI 4500-2.1 VERSA-LAM 1.125 x 1.75 3/8"OSB 9 1/2 to 16 BCI 4500-2.2 1.125 x 1.75 3/8"OSB 9 1/2 to 16 BCI 5000-1.3 VERSA-LAM 1.125 x 2.0 3/8"OSB 9 1/2 to 16 ' BCI 5000-1.4 VERSA-LAM 1.125 x 2.0 3l8"OSB 9 1/2 to 16 BCI 5000-1.5 VERSA-LAM 1.125 x 2.0 3/8'OSB 9 1/2 to 16 BCI 500a1.6 VERSA-LAM 1.125 x 2.0 3/8"OSB 9 1/2 to 16 BCI 500a1.7 VERSA-LAM 1.125 x 2.0 3/8"OSB 9 1/2 to 16 ' BCI 5000-1.8 VERSA-LAM 1.125 x 2.0 3/8"OSB 91/2 to 16 BCI 5000-1.9 VERSA-LAM 1.125 x 2.0 3/8"OSB 9 1/2 to 16 BCI 5000-2.0 VERSA-LAM 1.125 x 2.0 3/8"OSB 9 1/2 to 16 BCI 5000-2.1 VERSA-LAM 1.125 x 2.0 3l8"OSB 91/2 to 16 , BCI 5000-2.2 - 1.125 x 2.0 3/8"OSB 9 1/2 to 16 BCI 6000-1.3 VERSA-LAM 1.125 x 2.31 3l8"OSB 9 1/2 to 20 BCI 6000-1.4 VERSA-LAM 1.125 x 2.31 3/8"OSB 9 1/2 to 20 BCI 6000-1.5 VERSA-LAM 1.125 x 2.31 3/8"OSB 9 1/2 to 20 ' � BCI 6000.1.6 VERSA-LAM 1.125 x 2.31 3l8'OSB 9 1/2 to 20 BCI 6000-1.7 VERSA-LAM 1.125 x 2.31 3/8"OSB 9 1/2 to 20 BCI 6000-1.8 VERSA-LAM 1.125 x 2.31 3/8"OSB 9 1/2 to 20 BCI 6000-1.9 VERSA-LAM 1.125 x 2.31 3/8"OSB 9 1/2 to 20 ' BCI 6000-2.0 VERSA-LAM 1.125 x 2.31 3/8"OSB 9 1/2 to 20 BCI 6000-2.1 VERSA-LAM 1.125 x 2.31 3/8"OSB 9 1/2 to 20 BCI 6000-2.2 - 1.125 x 2.31 3/S"OSB 9 1/2 to 20 ' BCI 6500-1.3 VERSA-LAM 1.125 x 2.55 3/8"OSB 9 1/2 to 20 BCI 6500-1.4 VERSA-LAM 1.125 x 2.55 3/8"OSB 9 1/2 to 20 BCI 6500.1.5 VERSA-LAM 1.125 x 2.55 3I8"OSB 9 1/2 to 20 BCI 6500-1.6 VERSA-LAM 1.125 x 2.55 3/8"OSB 9 1/2 to 20 BCI 6500-1.7 VERSA-LAM 1.125 x 2.55 3/8"OSB 9 1/2 to 20 ' BCI 6500-1.8 VERSA-LAM 1.125 x 2.55 3l8"OSB 9 1/2 to 20 BCI 6500-1.9 VERSA-LAM 1.125 x 2.55 3/8"OSB 9 1/2 to 20 BCI 6500-2.0 VERSA-LAM 1.125 x 2.55 3/8"OSB 9 1/2 to 20 , BCI 6500-2.1 VERSA_LAM 1.125 x 2.55 3/8"OSB 9 1/2 to 20 BCI 6500-2.2 1.125 x 2.55 3/8"OSB 9 1/2 to 20 ' BCI 9000-1.3 VERSA-LAM 1.125 x 3.5 3/S"OSB 9 1/2 to 20 BCI 9000-1.4 VERSA-LAM 1.125 x 3.5 3/8"OSB 9 1/2 to 20 ' BCI 9000-1.5 VERSA-LAM 1.125 x 3.5 3/8"OSB 9 1/2 to 20 BCI 9000-1.6 VERSA-LAM 1.125 x 3.5 3/8"OSB 9 1/2 to 20 BCI 9000-1.7 VERSA-LAM 1.125 x 3.5 3/8"OSB 9 1/2 to 20 BCI 9000-1.8 VERSA-LAM 1.125 x 3.5 3/8"OSB 9 1/2 to 20 ' BCI 9000-1.9 VERSA-LAM 1.125 x 3.5 3/8"OSB 9 1/2 to 20 BCI 9000-2.0 VERSA-LAM 1.125 x 3.5 3/8"OSB 9 1/2 to 20 BCI 9000-2.7 VERSA-LAM 1.125 x 3.5 3/8"OSB 9 1/2 to 20 , BCI 9000-2.2 - 1.125 x 3.5 3/8"OSB 9 1/2 to 20 For SI: 1 inch=25.4 mm 'VERSA-LAM LVL with proprietary grading as described in the Quality Control Manual associated with this report. , Page 6 of 68 ESR-1336 ' TABLE 1 (CONT.)-JOIST DESCRIPTIONS FOR BCI JOISTS JOIST FLANGE WEB RANGE OF SERIES MATERIAL (depth x width) MATERIAL JOIST DEPTHS ' ' (inches) (inches) BCI 40-1.3 VERSA-LAM 1.5 x 1.5 3/8"OSB 9 1/2 to 14 BCI 40-1.4 VERSA-LAM 1.5 x 1.5 3/8"OSB 9 1l2 to 14 ' BCI 40-1.5 VERSA-LAM 1.5 x 1.5 3/8"OSB 9 1/2 to 14 BCI 40-1.6 VERSA-LAM 1.5 x 1.5 318"OSB 9 1/2 to 14 � BCI 40-1.7 VERSA-LAM 1.5 x 1.5 3/8"OSB 9 1/2 to 14 BCI 40-1.8 VERSA-LAM 1.5 x 1.5 3/8"OSB 9 1/2 to 14 ' BCI 40-1.9 VERSA-LAM 1.5 x 1.5 3l8"OSB 9 1/2 to 14 BCI 40-2.0 VERSA-LAM 1.5 x 1.5 3/8"OSB 9 1/2 to 14 BCI 40-2.1 VERSA-LAM 1.5 x 1.5 3/8"OSB 9 1/2 to 14 BCI 40-2.2 1.5 x 1.5 3/8"OSB 9 1/2 to 14 ' BCI 45-1.3 VERSA-LAM 1.5 x 1.75 3/8"OSB 9 1/2 to 16 BCI 45-1.4 VERSA-LAM 1.5 x 1.75 3/8"OSB 9 1/2 to 16 BCI 45-1.5 VERSA-LAM 1.5 x 1.75 3l8"OSB 9 1/2 to 16 BCI 45-1.6 VERSA-LAM 1.5 x 1.75 3/8"OSB 9 1/2 to 16 BCI 45-1.7 VERSA-LAM 1.5 x 1.75 3/8"OSB 9 1/2 to 16 i ' BCI 45-1.8 VERSA-LAM 1.5 x 1.75 3/8"OSB 9 1/2 to 16 BCI 45-1.9 VERSA-LAM 1.5 x 1.75 3/8"OSB 9 1/2 to 16 BCI 45-2.0 VERSA-LAM 1.5 x 1 J5 3/8"OSB 9 1l2 to 16 , BCI 45-2.1 VERSA-LAM 1.5 x 1.75 3/8"OSB 9 1/2 to 16 BCI 45-2.2 1.5 x 1.75 3/8"OSB 9 1l2 to 16 BCI 50-1.3 VERSA-LAM 1.5 x 2.0 3/8"OSB 9 1/2 to 16 BCI 50-1.4 VERSA-LAM 1.5 x 2.0 3/8"OSB 9 112 to 16 ' BCI 50-1.5 VERSA-LAM 1.5 x 2.0 3/8"OSB 9 1/2 to 16 BCI 50-1.6 VERSA-LAM 1.5 x 2.0 3/8"OSB 9 1/2 to 16 gC�50_�,7 VERSA-LAM 1.5 x 2.0 3/8"OSB 9 1l2 to 16 , BCI 50-1.8 VERSA-LAM 1.5 x 2.0 3/8'OSB 9 1/2 to 16 BCI 50-1.9 VERSA-LAM 1.5 x 2.0 3/8"OSB 9 1l2 to 16 BCI 50-2.0 VERSA-LAM 1.5 x 2.0 3/8"OSB 9 1l2 to 16 BCI 50-2.1 VERSA-LAM 1.5 x 2.0 3/8"OSB 9 1/2 to 16 ' gC�5p_2,2 - 1.5 x 2.0 3/8"OSB 9 1/2 to 16 BCI 60-1.3 VERSA-LAM 1.5 x 2.31 3/8"OSB 9 1/2 to 20 BCI 60.1.4 VERSA-LAM 1.5 x 2.31 3/8"OSB 9 1/2 to 20 BCI 60-1.5 VERSA-LAM 1.5 x 2.31 3l8"OSB 9 1/2 to 20 ' BCI 60-1.6 VERSA-LAM 1.5 x 2.31 3/8"OSB 9 1/2 to 20 BCI 60-1.7 VERSA-LAM 1.5 x 2.31 3/8"OSB 9 1l2 to 20 BCI 60-1.8 VERSA-LAM 1.5 x 2.31 3/8"OSB 9 1/2 to 20 BCI 60-1.9 VERSA-LAM 1.5 x 2.31 3/8"OSB 9 1/2 to 20 ' BCI 60-2.0 VERSA-LAM 1.5 x 2.31 3/8"OSB 9 1/2 to 20 BCI 60-2.1 VERSA-LAM 1.5 x 2.31 3/8"OSB 9 1/2 to 20 BCI 60-2.2 - 1.5 x 2.31 3/8"OSB 9 1/2 to 20 BCI 65-1.3 VERSA-LAM 1.5 x 2.55 3/8"OSB 9 112 to 20 t BCI 65-1.4 VERSA-LAM 1.5 x 2.55 3/8"OSB 9 1/2 to 20 BCI 65-1.5 VERSA-LAM 1.5 x 2.55 3/8"OSB 9 1/2 to 20 BCI 65-1.6 VERSA-LAM 1.5 x 2.55 3/8"OSB 9 1/2 to 20 BCI 65-1.7 VERSA-LAM 1.5 x 2.55 3/8"OSB 9 1/2 to 20 ' BCI 65-1.8 VERSA-LAM 1.5 x 2.55 3!8"OSB 9 112 to 20 BCI 65-1.9 VERSA-LAM 1.5 x 2.55 3/8"OSB 9 1/2 to 20 BCI 65-2,0 VERSA=LAM 1.5 x 2.55 3/8"OSB 9 1/2 to 20 ' BCI 65-2.7 VERSA-LAM 1.5 x 2.55 3/8"OSB 9 1/2 to 20 BCI 65-2.2 1.5 x 2.55 3/8"OSB 9 1/2 to 20 BCI 90-1.3 VERSA-LAM 1.5 x 3.5 3/8"OSB 9 1/2 to 20 BCI 90-1.4 VERSA-LAM 1.5 x 3.5 3/8"OSB 9 1/2 to 20 ' BCI 90-1.5 VERSA-LAM 1.5 x 3.5 3/8"OSB 9 1/2 to 20 BCI 90-1.6 VERSA-LAM 1.5 x 3.5 3/8"OSB 9 1/2 to 20 BCI 90-1.7 VERSA-LAM 1.5 x 3.5 3/8"OSB 9 1/2 to 20 BCI 90-1.8 VERSA-LAM 1.5 x 3.5 3/8"OSB 9 1/2 to 20 ' BCI 90-1.9 VERSA-LAM 1.5 x 3.5 3/8"OSB 9 1/2 to 20 BCI 90-2.0 VERSA-LAM 1.5 x 3.5 3/8"OSB 9 1/2 to 20 BCI 90-2.1 VERSA-LAM 1.5 x 3.5 3/8"OSB 9 1/2 to 20 � BCI 90-2.2 - 1.5 x 3.5 3/8"OSB 9 112 to 20 ' For SI: 1 inch=25.4 mm �VERSA-LAM LVL with proprietary grading as described in the Quality Control Manual associated with this report. 1 Page 13 of 68 ESR-1336 ' TABLE 2(CONT.)-DESIGN PROPERTIES FOR BCI JOISTS ' SERIES DEPTH ALLOW. E� VERT. END REACTION(Ibs) INTERMEDIATE REACTION(Ibs) (in) MOM!8� x 108 x 106 SHEAR ��"�3� 31/2" 5114' 3��" 5 1/4' 7" �ga�) (in2-Ibs) (iMb/in) (Ibs) NO� YES NO�� YES NO YES NO� YES 5 NO YES NO�4� YES�5 ' 4000-1.7 11 7/8 2320 205 6 1600 950 1250 1250 1475 7475 1525 2200 2850 2525 3000 2525 3225 450Q1.7 11 7/8 2735 235 6 1625 850 1425 1425 7475 1475 1525 2250 2850 2525 3000 2525 3250 ' 14 3245 345 8 1825 950 1525 1450 1725 1675 1775 2350 3050 2525 3200 2525 3650 5000-1.7 11 7/8 3150 285 6 7625 950 1425 1425 1475 1475 1525 2250 2850 2525 3000 2525 3250 14 37 380 8 1825 950 15 5 1475 725 1675 1775 2 50 25 5 3 525 3650 , 31 � 11 7I8 3870 305 6 1675 1175 1425 1425 1475 1475 1675 2500 2850 2900 3000 3200 3250 6000-1.7 14 4350 445 8 1925 1175 1525 1525 1725 1725 1925 2600 31W 2825 3200 3400 3650 16 4965 605 9 2175 1175 1625 1550 1975 1900 2175 2650 3350 2950 3350 3575 3750 18 5575 790 10 2375 WA 1750 WA 2175 WA 2375 WA 3500 N/A 3550 WA 4550 ' 3150 11 7 406� 7675 11 5 1425 1425 7475 14 5 1 75 2500 2 2 3000 3200 3250 6500-1.7 14 4820 485 8 1925 1175 1525 1525 1725 1725 1925 2800 3150 2925 3200 3400 3650 16 5500 860 9 2175 1775 1625 1550 1975 1900 2175 2650 3350 2950 3350 3575 3750 ' 18 6175 860 10 2375 N/A 1750 WA 2175 WA 2375 WA 3500 WA 3550 N/A 4550 3 11 7/8 5645 450 7 2150 1250 1850 1425 1950 1850 2150 3025 3700 3150 3800 3400 3800 9000-1.7 14 6685 650 8 2350 1250 1950 1 5 2150 2050 2350 3050 3850 3250 4200 3700 4200 ' 16 7640 880 9 2550 1300 2150 7625 2350 2225 2550 3100 4000 3400 4600 3900 4600 18 8575 1145 10 2750 WA 2300 WA 2550 WA 2750 WA 4150 N/A 4750 WA 4850 4000�1.8 11 7/8 2585 215 6 1600 950 1250 1250 1475 1475 1525 2200 2850 2525 3000 2525 3225 ' 450a1.8 11 7/8 3025 250 8 1825 950 1425 1425 1475 1475 1525 Y250 2850 2525 3000 2525 3250 14 3585 365 8 1825 950 1525 1450 1725 1675 1775 2350 3050 2525 3200 2525 3650 ' SppQ1,g 11 7/g 3485 280 6 7625 950 1425 1425 1475 1475 1525 2250 2850 2525 3000 2525 3250 14 4130 410 8 1825 950 1525 1475 1725 1675 1775 2350 3050 5 5 2525 3650 3 , 11 7/8 4060 320 6 1675 1175 1425 1425 1475 1475 1675 2500 2850 2900 3000 3200 3250 600Q1.8 14 4815 470 8 1925 1175 1525 1525 1725 1725 1925 2600 150 2925 3400 3650 16 5495 635 9 2775 1175 1625 1550 1975 1900 2175 2650 3350 2950 3350 3575 3750 18 6165 830 10 2375 WA 1750 WA 2175 WA 2375 WA 3500 WA 3550 WA 4550 11 7/g 4495 350 7 1675 1175 1425 1425 1475 1475 1675 2500 2850 2900 3000 3200 3250 li ' 6500-1.8 14 5330 515 8 1925 1175 1525 1525 1725 1725 1925 2600 3150 2925 3200 3400 3650 16 6085 695 9 2175 1175 1625 1550 1875 1900 2175 2650 3350 2950 3350 3575 3750 18 6825 905 10 2375 N/A 1750 WA 2175 WA 2375 WA 3500 N/A 3550 N/A 4550 ' 11 7!8 6245 475 7 2150 1250 1850 1425 1950 1850 2150 3025 3700 3150 3800 3400 3800 � 9000-1.8 14 7405 690 8 2350 1250 1950 1625 2150 2050 2350 3050 3850 3250 4200 3700 4200 1g g450 g30 g 2550 1300 2150 1625 2350 2725 2550 3100 4000 3400 4600 3900 4600 18 9485 1 05 10 2750 WA 2300 WA 2550 A 2750 A 4150 N/ 4750 N/A 4850 � ' or . m = . mm; _ . . n = mm , � m= . -m mm; = . , _ � m� �'�Fwjoist deacAptions see TABLE 1. Rt��late berMirg end sheer deflectlon as dmaibed In Section 4.11'Deflection'. ' ��Minimum beering length requiretl. µ�No web stllfener required. ��Web atllfener required see FIGURE 1. �8j Repedtive member uae faetors are IimRed to 1.0 , , ' ' Page 24 of 68 ESR-1336 ' TABLE 2(CONT.)-DESIGN PROPERTIES FOR BCI JOISTS ' SERIES DEPTH ALLOW. E� VERT. END REACTION(Ibs) INTERMEDIATE REACTION(Ibs) �� MOM�e� x 106 x 106 SHEAR 1 3/4"�3� 31/2" 31/2'�3� 5 1/4" (ft-Ibs) ��2-I�) (in-I�n) (Ibs) NO�4� YES�5� NO�4� YES 5� NO�4� YES�5� NO�4� YES�5� ' 50 40-1.9 117/8 3600 275 7 1625 950 1425 1400 1475 2200 2850 2650 3250 50 ' 45-1.9 117/8 4235 315 7 1625 025 1425 1425 1475 2325 2850 2650 3250 14 5050 465 8 1825 1025 1525 1450 1725 2350 3450 2700 3650 50-1.9 117/8 4865 360 7 1625 1025 1425 1425 1475 2325 2850 2650 3250 ' 14 5805 525 8 1825 1025 1525 1475 1725 2350 3450 2700 3650 2750 11 7/8 5655 410 7 1675 1175 1425 1425 1475 2750 2850 3200 3250 ' 60-1.9 14 6745 605 8 1925 1175 1525 1525 1T25 2750 3450 3200 3650 16 30 820 9 2175 • 1175 1625 1550 1975 2750 36 0 3200 3750 18 8700 10 0 10 2 75 WA 1750 N/A 2175 N/A 3950 N/A 4550 ' 117/8 6260 450 7 1675 1175 1425 1425 1475 2750 2850 3200 3250 65-1.9 14 7465 660 8 1925 1175 1525 1525 1725 2750 3450 3200 3650 16 8550 900 9 2175 1175 1625 1550 1975 2750 3650 3200 3750 18 9625 1175 10 2375 WA 1750 N/A 2175 N/A 3950 WA 4550 ' 31 0 11 7/8 8660 615 7 2150 1425 1850 1800 1950 3375 3700 4000 4300 90-1.9 14 10330 895 B 2350 1450 1950 1850 2150 3400 3850 4100 4450 16 11835 1210 9 2550 1475 2150 1900 2350 3425 4000 4200 4650 , 18 3325 580 0 2750 WA 2300 N/A 2550 WA 4150 WA 4750 0 40-2.0 117/8 3970 285 7 1625 950 1425 1400 1475 2200 2850 2650 3250 ' 2750 45-2.0 117/8 4670 330 7 1625 1025 1425 1425 1475 2325 2850 2650 3250 14 5565 485 8 1825 1025 1525 1450 1725 2350 3450 2700 3650 ' 50-2.0 117/8 5365 375 7 1625 1025 1425 1425 1475 2325 2850 2650 3250 14 6400 550 8 1825 1025 1525 1475 1725 2350 3450 2700 3650 ' 2750 117/8 6235 430 7 1675 1175 1425 1425 1475 2750 2850 3200 3250 60-2.0 14 7440 635 8 1925 1175 1525 1525 1725 2750 3450 3200 3650 16 8520 860 9 2175 175 1625 1550 1975 27 3650 3200 3750 18 9590 1125 10 2375 N/A 1750 N/A 2175 WA 3950 WA 4550 , 117/8 6900 475 7 1675 1775 1425 1425 1475 2750 2850 3200 3250 65-2.0 14 8230 695 8 1925 1175 1525 1525 1725 2750 3450 3200 3650 ' 16 9425 940 9 2175 1175 1625 1550 1975 2750 3650 3200 3750 18 10610 1230 10 2375 WA 1750 N/A 2175 N/A 3950 WA 4550 3150 � 117/8 9550 645 7 2150 1425 1850 1800 1950 3375 3700 4000 4300 ' 90-2.0 14 11390 940 8 2350 1450 1950 1850 2150 3400 3850 4100 4450 16 13050 1275 9 2550 14 5 2 50 1900 2350 3425 4000 4 00 4650 18 14690 1660 10 2750 N/A 2300 N/A 2550 N/A 4150 N/A 4750 ' or : in = . mm; _ . m: m = mm- ; i in= . -mm mm; _ . , _ . m. �'�For joist descxiptions see TABLE 1. �2�Calculate bending and shear deflection as described in Seclion 4.11"DeflecBan'. �3�Minimum bearing length required. ' ��No web stiffener required. �S�Web stiffener required see FIGURE 1. �e�Repetitive member use fadors are limited to 1.0 ' ' Page 42 of 68 ESR-1336 ' ' TABLE 3-BLOCKING PANELS FLANGE JOIST VERT.CAP.(Ibs►ft) FLANGE JOIST VERT.CAP.(Ibs/ft) FLANGE JOIST VERT.CAP.(Ibs/ft) ' DEPTH DEPTH STiFFENER DEPTH DEPTH STIFFENER DEPTH DEPTH STIFFENER (in) (in) NO �S (in) NO YES (in) NO YES 1.5 9 1/2 2650 N/A 1.31 9 1/2 2400 N/A 1.125 9 7/2 2300 N/A 11 7/8 2500 N/A 11 7/8 2250 N/A 11 7l8 2150 N/A , 14 2400 N/A 14 2100 NIA 14 2000 N/A 16 2300 2700 16 2000 2600 16 1900 2500 18 N/A 2700 18 N/A 2600 18 N/A 2500 ' 20 N/A 2700 20 N/A 2600 20 N/A 2500 For SI: 1 inch=25.4 mm;1 Ib/ft=14.6 N/m ��Panel shall be contlnuously supported ' n�Web sfiffener required at each end see FIGURE 1. �g�3-8d nails required in web stiffeners for blocking panels. . ITABLE 4-EQUIVALENT SPECIFIC GRAVITIES FOR CONNECTORS LATERAL LATERAL WITHDRAWAL ' FLANGE INSTALLED INTO WIDE FACE INSTALLED INTO NARROW FACE GRADING Loaded parallel Loaded perp. Loaded parallel Loaded perp. Loaded parallel Loaded perp. to length to length to length to length to length to length ' 1.3-1.6 0.42 0.42 0.42 0.42 0.42 0.42 �.7_2,2 p,50 0.50 0.50 0.46 0.50 0.50 A specific grav�ty of 0.42 is equivalent to Spruce-Pine-Fir A specific gravity of 0.46 is equivalent to Douglas Fir-South ' A specific gravity of 0.50 is equivalent to Douglas Fir-Larch ' TABLE 5-ALLOWABLE CONNECTOR SPACINGS FOR BCI JOISTS NAILS PERPENDICULAR NAILS PARALLEL CONNECTOR TO THE GLUE LINE TO THE GLUE LINE SIZE O.C.SPACING END OF JOIST O.C.SPACING END OF JOIST ' (inches) (inches) (inches) (inches) 8d BOX 2 1.5 4 1.5 8d COMMON 2 1.5 4 3 , 10d 8 12d BOX 2 1.5 4 3 16d BOX 2 1.5 4 3 10d 8 12d COMMON 3 2 6 4 ' 16d SINKER 3 2 6 4 16d COMMON 3 2 6 4 For SI: 1 inch=25.4 mm 1 ' ' ' ' Page 43 of 68 ESR-1336 � . ' TABLE 6-BCI LATERAL DESIGN PROPERTIES MIN. LATERAL CAPACITY ' ' ' ' ' FLANGE UNBLOCKED BLOCKED DIMENSIONS 1 1/8"x 1 1/2" As pertnitted for unblocked As permitted for blodced diaphregms with nominal diaphragms with nominal ' 2"wide framing 2"wide framing using 6"o.c.nailing at boundary 8 panel edges(max.value=320 plf) ' Boundary nailing may be reduced to 4"o.c.'rf staggered (max.value=425 plfl ' 1 1/8"X 2 5/16" As pertnitted for unblocked As pertnitted for biodced diaphragms with nominal diaphragms with nominal 3"wide framing 3"wide framing using 6"o.c.nailing at boundary&panel ' edges(max.value=360 pl� Boundary nailing may be reduced to 4"o.c.if staggered , (max.value=480 pl� 1 1/2"X 1 1/2" As permitted for unblodced As pertnitted for blodced diaphragms with nominal diaphragms with nominal ' 2"wide frdming 2"wide framing and minimum nail spaang per Table 5 1 1/2"X 2 5/16" As pertnitted for unblocked As pertnitted for blodced diaphragms with nominal diaphragms with nominal ' 3"wide framing 3"wide framing and minimum nail spacing per Table 5 sc�joists mey be subsnmtea for sald seMn,rrart:ng�n rarizonte�wooa diapl,ragms es snown�n ' Teble 23-IFH of the U.B.C.and Table 2306.3.1 of the I.B.C.(Minimum allowade nell spedng shall be limited es rated) 2 Toe nafled connedions are not Iimlted by the 150 plf leteral loed capadty noted for Seismc Zones 3 and 4 In Sectlon 2318.3.7 of fhe UBC,w Seismic Dasign Cetegories D,E,end F in Section 2305.1.4 of the IBC 3 Cannot be Increased for loed durafion ' 4 See Teble 5 for rMnimum alloweble nail spedng into BCI jolsts 5 Allowable lateral values shell be reduced as described In the code for equivalent speclfic gravltles less than 0.50. ' See Table 4 for equivalent spedflc gravlfies ot BCI jolsts(Installed Into wide face-Loaded parallel to length) ' ' ' ' ' ' Page 63 of 68 ESR-1336 ' FIGURE 2—ONE HOUR FIRE RESISTIVE ASSEMBLY(2 LYR. 5/8"GYPSiJ1Vn - ' ' 2 4 I 6A ' 6B ' .' � 1. Floor Topping(optional,eacept as noted for sound rating):Gypsum concrete or lightweight concrete topping. 2. Finished Flooring:Minimum 23/32 inch(18 mm)thick,tongue and groove sheathing,having exterior glue,on ' joists spaced at a maximum of 24 inches(610 mm)on center. A modified contact construcrion adhesive shall be applied to the top of the joists prior to placing sheathing. The sheets shall be installed with their long edge perpendiculaz to the joists with end joints centered over the top flange of joists and staggered one joist spacing with ' adjacent sheets. Except for a minimum nail size of 8d common,flooring shall be installed per code requirements. 3. Insulation(optional,except as noted for sound rating):Glass fiber insulation fitted between the joists. 4. Structural Members:Minimum 9'/x inch(241 mm)deep BCI joists spaced a maximum of 24 inches(610 mm) on center. Minimum flange dimensions are 1 1/8 inch(29 mm)thick by 1 '/z inch(38 mm)wide. Holes in webs for ' ducts or wiring are limited to those noted elsewhere in this report. 5. Resilient C6annels(optional,egcept as noted for sound rating):Attached perpendicular to the bottom flange of the joists with one 1 '/.inch(32 mm)Type S drywall screw. Channels are spaced a maximum of 16 inches(406 ' mm)on center,24 inches(610 mm)on center when joists are spaced a maximum of 16 inches(406 mm)on center. 6. Gypsum Wallboard Ceiling:Two layers of 5/8 inch(16 mm)Type X gypsum wallboard attached with the long edge perpendicular to the joists as follows: 6a. Wallboard Layer 1:The first layer of wallboard is attached to the bottom flange of the joists using 1 '/,inch ' (32 mm)Type W or S drywall screws at 24 inches(610 mm)on center. The end joints of the wallboard shall be centered on the bottom flange of the joist and shall be staggered the equivalent of two joist spacings with those of adjacent sheets.I.E.joists at 24 inches(610 mm)on center,offset is 48 inches(1219 mm). 6b.R'allboard Layer 2:The second layer of wallboazd is attached to the bottom flange of the joists through the ' first layer using 1 7/8 inch(48 mm)Type W or S drywall screws spaced 12 inches(305 mm)on center. The longitudinal joints of the second layer of wallboard shall be offset 24 inches(610 mm)from those of the first layer. The end joints shall be centered on the bottom flange of the joists and offset a minimum of one joist ' spacing from those of the first layer. I.E.joists at 24 inches(610 mm)on center,offset is 24 inches(610 mm). Additionally,the second layer of wallboard is attached to the first layer with 1 '/z inch(38 mm)Type G drywall screws at 12 inches(305 mm)on center,placed 2 inches(51 mm)either side of the end joints of the second layer. Ceiling attachment with Resilient C6annels:The ceiling is attached as described above except use 1 3/8 inch t (35 mm)long Type S screws and 1 3/4 inch(44 mm)Type S screws for the first and second layer,respectively. 7. Finish System(not shown):The face layer joints shall be covered with tape and coated with joint compound. Screw heads shall also be covered with joint compound. ' SOUND RATINGS w/Resilient Channels COMPONENTS STC IIC COMPONENTS STC IIC Base Assembly with: Base Assembly with: ' Carpet&Pad 54 68 Tarkett"Acousriflor"vinyl Base Assembly with: 3 '/z"Insulation 59 50 3'/z"Insulation 55 46 Base Assembly with: Base Assembly with: Cushioned vinyl ' Additional lyr.of 5/8"Sheathing '/."Gyperete 9'/z"Insulation 61 50 3 '/z"Insulation 67 51 , ' ' ' Through-Penetration Firestop Svstem at 1 Hour Floor/Ceilin�at Leve13 through 5 Svstem No.F-C-2320 ' ' ' 1 ° . ' ' ' , � ' ' ' � ' ' ' 1 ' , � iiiiiii�ii�� System No. F-C-2320 ' F Rating - 1 Hr T Rating - 1 Hr ' ' 2 1A 3 I' ' ------- I ' ' ' . . . _ 1C 1B 1. Floor-Ceiling Assembly -The 1 hr fire-rated solid or trussed lumber joist floor-ceiling assembly shall be constructed of the materials and in the manner specified in the individual L500 Series Floor-Ceiling Designs in the UL Fire Resistance Directory. The general construction features of the floor-ceiling assembly are summarized below: A. Flooring System -Lumber or plywood subfloor with finish floor of lumber, plywood or Floor Topping Mixture'` as specified in the individual Floor-Ceiling Design. Rectangular cutout in flooring to accommodate the bathtub drain piping (Item 2)to be max 8 by 12 in. (203 by 305 mm). Cutout to be patched on underside of subfloor using one layer of min 3/4 in. (19 mm)thick plywood or min 5/8 in. (16 mm)thick gypsum wallboard (Item 1 C) sized to lap min 2 in. (51 mm) beyond each edge of rectangular cutout. Diam of opening hole-sawed through patch to accommodate drain piping (Item 2)to be 1 in. (25 mm) larger than outside diam of drain piping and positioned such that drain piping is centered in opening. Patch split into two pieces at opening hole-sawed for bathtub drain piping. Two pieces positioned around drain piping, with cut edges tightly butted, and screw-attached to underside of subfloor with 1-1/4 in. (32 mm) long Type S steel screws spaced max 6 in. (152 mm)OC. B. Wood Joists*-Nom 10 in. (254 mm)deep (or deeper) lumber, steel or combination lumber and steel joists, trusses or Structural Wood Members* with bridging as required and with ends firestopped. C. Gypsum Board* - Nom 4 ft(1.22 m)wide by 5/8 in. (16 mm)thick, attached as described in the individual Floor-Ceiling Design. 2. Drain Piping -Nom 1-1/2 in. (38 mm)diam (or smaller) Schedule 40 cellular or solid core polyvinyl chloride (PVC) - or acrylonitrile butadiene styrene (ABS) pipe and drain fittings cemented together and provided with PVC or ABS bathtub waste/overflow fittings.The annular space shall be a min 3/8 in. (10 mm)to max 5/8 in. (16 mm). 3. Fill,Void or Cavity Material*-Sealant-Min 5/8 in. (16 mm)depth of fill material applied within annular space, flush with both surfaces of plywood or gypsum wallboard patch. SPECIFIED TECHNOLOGIES INC-Type WF300 Caulk *Bearing the UL Classification Marking _ �cified Technologies Inc 200 Evans Way Somerville, NJ 08876 � Reproduced courtesy of Underwriters Laboratories, Inc. � �� reated or Revised: October 27,2004 � _ C F G2320 STI (800)992-1180•(908)526-8000•FAX(908)231-8415•E-Mail:techserv@stifirestop.com•Website:www.stifirestop.com PAGE 1 OF 1 1 ThrouEh-Penetration Firestou Svstem at 1 Hour Floor/CeilinE at Level 3 through 5 , Svstem No.F-C-1148 ' ' ' ' � , , ' ' ' ' , ' ' ' ' ' , � System No. F-C-1148 iii�iiirieiw�iii �M�� F Rating - 1 Hr ' T Rating - 0 Hr L Rating At Ambient- Less Than 1 CFM/sq ft L Rating At 400 F - Less Than 1 CFM/sq ft ' ' 1B 2 3 ' 1A ' __'_==_ . , 2 1C 1. Floor-Ceiling Assembly-The 1 hr fire-rated solid or trussed lumber joist floor-ceiling assembly shall be constructed of the materials and in the manner specified in the individual L500 Series Floor-Ceiling Designs in the UL Fire Resistance Directory. The general construction features of the floor-ceiling assembly are summarized below: A. Flooring System-Lumber or plywood subfloor with finish floor of lumber, plywood or Floor Topping Mixture*as specified in the individual Floor-Ceiling Design. Rectangular cutout in flooring to accommodate the bathtub drain piping (Item 2)to be max 8 by 12 in. (203 by 305 mm).Cutout to be patched on underside of subfloor using one layer of min 3/4 in. (19 mm)thick plywood or min 5/8 in. (16 mm)thick gypsum board(Item 1 C)sized to lap min 2 in. (51 mm)beyond each edge of rectangular cutout.Patch split into two pieces at opening and hole-sawed for bathtub drain piping. Diam of opening hole sawed through patch to accommodate drain piping(Item 2)to be 1 in. (25 mm)larger than outside diam of drain piping and positioned such that the annular space befinreen drain piping and periphery of opening is min 0 in. (point contact)to max 1 in. (25 mm).Two pieces positioned around drain piping,with cut edges tightly butted, and screw-attached to underside of subfloor with 1-114 in (32 mm)long steel screws spaced max 6 in.(152 mm)OC. B. Wood Joists`-Nom 10 in. (254 mm)deep(or deeper)tumber,steel or combination lumber and steel joists,trusses or Structural Wood Members*with bridging as required and with ends firestopped. C. Gypsum Board"-Nom 5/8 in. (16 mm)thick,4 ft(1.22 m)wide as specified in the individual Floor-Ceiling Design. 2. Drain Piping-Max 1-1/2 in. (38 mm)diam cast iron pipe, P-trap, drain and tee connected together by means of stainless steel"No-Hub"connectors and provided with an acrylonitrile butadiene styrene(ABS), polyvinyl chloride(PVC)or brass bathtub wasteloverflow fitting. Drain piping system to be reliably supported above ceiling.The annular space between drain piping and periphery of opening shall be min 0 in. (0 mm, point contact)to max 1 in. (25 mm). 3. Fill,Void or Cavity Materials*- Min 5/8 in. (16 mm)thickness of fill material applied within the annulus,flush with both surfaces of plywood or gypsum board patch.A min 112 in. (13 mm)diameter bead of sealant applied at the pipelplywood or pipe/gypsum board interface at point contact location on the bottom side of patch. SPECIFIED TECHNOLOGIES INC-SpecSeal Series 100, 101, 102, 120, 129, or 105 Sealant, SpecSeal LCI Sealant, or Type WF Firestop Caulk "Bearing the UL Classification Mark = Specified Technologies Inc 200 Evans Way Somervllle, NJ 08876 Reproduced courtesy of Undervvriters Laboratories, Inc. � �� Created or Revised: Febniary 08,2007 �� STIF-C-1148 (800)992-1180•(908)526-8000•FAX(908)231-8415•E-Mail:techserv@stifirestop.com•Website:www.stifirestop.com pqGE 1 OF 1 , . ' 1 Hour Roof/Ceiling Assembly Fire Resistant Ratings-ANSWL 263 Design No. P533 ' ' ' ' ' ' , ' ' , ' ' ' ' ' ' , , I3AU V.I"JJJ �I'llG itGJ1�L'Qi1�.G l�ctuu�j��A1\Ul/VL L.v✓ - -'o ' + � ' � BXUV.P533 Fire Resistance Ratings - ANSI/UL 263 ' p�ae eottom � Design/System/Construction/Assembly Usage Disciaimer , • Authorities Having Jurisdiction should be consulted in ail cases as to the partfcular requirements covering the installation and use of UL Listed or Classified products,equipment,system,devices,and materials. ' • Authorities Having]urisdiction should be consulted before construction. • Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements.The pubiished infortnation cannot always address every construction nuance encountered in the field. • When fleld issues arise,it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design.Users of fire resistance assemblies are advised to consult the general Guide Information for each , product category and each group of assemblies.The Guide Information includes specifics concerning altemate materials and altemate methods of construction. • Only products which bear UL's Mark are considered as C�assified,Listed,or Recognized. ' Fire Resistance Ratings - ANSI/UL 263 , Se?�Pneral Information for Fire Resistance Ratinq�-ANSI/UL 263 I Desi n No.P533 9 ' February 05,2008 Unre�trained Assembly Ratinp—i Hr ' Finish Ratiny—23 Min ' ..."� ��".,,.ti i'�? w��.- � �� `• �L �-�'-� � � � � rh�. . � ..� ; _,f°� ��,, ? � ��,� �'> •�. ' �....•-'"'� ; � �' } ��'� , y ��"x 6"�.� .... �� i �''`��- � , .�,� , � .� . ��.--% k f �-- ' �� ,� � � _.. _w ��`......... i f � ...-•:, ir -... . �y i� _ *..�.r- •- ' � '^ U /� ..�1 J i , ! y�y�tj — ' ' �i• i'�;:�� `•d��.''�uAl.Jw�.�"�:�5� 1 � �t � �W� ANi:::I7AiMi�.s 'i � ' 1 � ��=::.:�......�n... __��a • _ ..w ras 1�_� .�.i.u. w�rw�r...... 1 �� .,��' ��' ' �,�� .,� ,.. � � � 1 , http://database.ul.com/cgi-bin/XYV/template/LISEXT/1FR.AME/showpage.html?name=... 10/30/2009 Dl�u v.rJJJ -ruc i�wl�utu��i�a�ui�o -�u..,.��.,..�..,., �, ' 1 �y► 3 , � � �� ,...� �� `'��•,�.,1`�`�-.�:� ' 1`4,�`4�w�^ � �-`� _ � 1 ..�...�.. :�.�....�...� .: _ _ . - . . . ��- �. � : .... . � .� . � :� �� : . .��. �: :. � �� i ' � ��a��x5� � � � � � � � 1.Roofiny System*—Any UL Class A,B or C Roofing System(TGFU)or Prepared Roof Covering(TFWZ)acceptable for use over nom 15/32 in.thick wood structural panels secured to trusses with No.6d ringed shank nails spaced 12 in.OC along each truss.Staples having equai or greater withdrawal and lateral resistance strength may be substituted for the 6d nails.Construction adhesive may be used with either the nails or staples. i ' 2.Trusses—Pitched or parallel chord wood trusses,spaced a max of 24 in.OC,fabricated from nom 2 by 4 lumber,with lumber briented vertically or horizontally.Truss members secured together with 0.0356 fn.thick galv steel plates. Plates , have 5/16 in.long teeth projecting perpendicular to the plane of the plate.The teeth are in pairs facing each other(made by the same punch),fortning a split tooth type ptate.Each tooth has a chisel point on its outside edge.These points are diagonally opposite each other for each pair.The top half of each tooth has a twist for stiffness.The pairs are repeated on approximately 7/8 in.centers with four rows of teeth per inch of plate width.Where the truss intersects with the interior ' face of the exterior wails,the min truss depth shall be 5-1/4 in.with a min roof slope of 3/12 and a min area in the plane of the truss of 21 sq/ft.Where the truss intersects with the interior face of the exterior walls,the min truss depth may be reduced to 3 in.if the batts and blankets(Item 3)are used as shown in the above illustratfon(Alternate Insulation Placement)and are flrtnly packed against the intersection of the bottom chords and the plywood sheathing. t 3.Batts and Blankeffi•-Optional—Glass fiber insulation Fltted in the concealed space,dreped over the resilient • channels and gypsum wallboard ceiling membrene or fastened to underside of roofing system.Any glass fiber insulation bearing the UL Classification Marking as to Surface Buming Characteristics and/or Fire Resistance,having a min density of 0.5 ptf ' 3A.Loose Fill Material•—As an altemate to Item 3,any loose fill material bearing the UL Classification Marking for Surface Burning Characteristics,having a min density of 0.5 pcf. ' 4.Air Duct* —Any UL Class 0 or Class 1 Flexible air duct installed in accordance with the instructions provided by the damper manufacturer. 5.Ceilinp Damper*—Maximum nominal area,324 sq in. Maximum square size, 18 in.by 18 in. Rectangular sizes not to exceed 324 sq in.with a maximum width of 18 in.Maximum damper height is 14 in.Installed in accordance with the ' manufacturers installation instructfons provided with the damper.Maximum damper openings not to exceed 324 sq in.per 100 sq ft of ceiling area. C8►S AIR PRODUCTS—Model RD-521. ' P07TORFF—Model CFD-521. ' 6. Furriny Channels—Resilient channels,min 3/8 in.deep by min 2 in.wide at the base and min 1-1/4 in, wide at the face,formed from 0.020 in.thick galv steel,spaced 12 in.OC.Channels secured to each truss with 1-1/4 in. long Type S steel screws.Channels overlapped 4 in.at splices.Channels oriented opposite at waliboard butt joints(spaced 6 in.OC)as shown in the above fllustration. ' 7.Gypsum Board�—Nom 5/8 in.thick,48 in.wide,installed with long dimension perpendicular to resilient channels with 1-1/8 in. long Type S screws spaced 12 in.OC and located a min of 1/2 in.from side joints and 3 in.from the end joints.At end joints,two resilient channels are used,extending a min of 6 in.beyond both ends of the joint. When insulation,Item 3 ' or 3A,is draped over the resilient channel/gypsum wallboard ceiling membrane,screws sha�l be installed at 8 in.OC. ' http://data.base.ul.com/cgi-bin/XYV/template/LISEXT/1FRAME/showpage.html?name=... 10/30/2009 ts�u v.r�� I'llG 1<GAIJI,CLIIVG 1�A�u1�o —t-u�uai vL�.,., � ' NATIONAL GYPSUM CO—Types FSW-G,FSW-C,FSK-G,FSK-C. ' 8.Finishinp System—(Not shown)—Vinyl,dry or premixed joint compound,applied in two coats to joints and screw- heads;paper tape,2 in.wide,embedded in first layer of compound over all joints.As an altemate,nom 3/32 in.thick veneer plaster may be applied to the entire surface of gypsum wallboard. ' *Bearing the UL Glassification Mark Last Uodated on 2008-02-05 ' Ouestions? NotirP nf Disclaimer Paae Too � �.....•��ti+��nno undarwriters 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 follawing 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 Certificatlons 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 2009 Underwriters Laboratories Inc.�" An :ndependert or�ani:a;ion warkinc icr a snfer worlu x�i:h integrity, C��Cision and knnwlevc;e. ' r , , ., � ; , ; ;-: +.� ,._ �..;..�'.. t ' • , ' ' ' ' ' , ' ' ' http://database.ul.com/cgi-bin/XYV/template/LISEXT/1FRAME/showpage.html?name=... 10/30/2009 , ' 2 Hour Rated Assemblv-Horizontal Membrane or Metal Duct Enclosure Q � ' ' ' '� ' ' 1 ' ' ' 1 . ' ' � t ' , �� ' ' Perf ormance S elector - � i � .......................................................................................................................................................................................:....................................................................................................... F Ceiling System — Limiting Spans � ' � ' Horizaetai Assemblies USG shaft wali systems installed horizontally provide economical construction for fire-resistive duct enclosures, corridor ceilings and stairway soffits. ' Triple Layer With 1"liner panels inserted in USG C-H studs 24"o.c.and triple-layer 1/2"SHe�oac Fi�cooe C Core gypsum panels screw-attached to studs,the system provides two-hour protection from fire. ' Double Layer � With double-layer 1/2"SH�oac FiRECO�e C Core gypsum panels screw-attached to studs,the assembly provides two-hour fire-resistive ceiling construction for corridors and stair soffits(see Design Details). ' Single Layer ' Wfth single-layer 5/8"Sr�e�rROac FiReco�E C Core gypsum panels screw-attached to studs,the assembly provides one-hour fire-resistive ceiling construction for corridors and stair soffits. , Limitatia�s 1. USG C-H studs are not designed to carry live loads or mechanical equipment or provide material storage area. 2. Maximum stud spacing is 24"o.c.;maxim�m spans are shown in table betow. ' Limiting Spans— 2-Hr.HorimMal Membwne or Metal Duct EnGosure 2-Hr.Cortidor Ceilings and 5tai�Soffits H�12011t8)ShBft W811S' Triplalayer t/2'gypsum panels' M�dmum Span Double-layer 1/2'gypwm panels' Mazimum Span 212CH-18 6'S' 212CH-18 6'0"............................ ' 212CH:� .......................................... 8;3�. ........................... 212CH:� ...............................................9;•2:,: ........................ .................. ......... .. .. .................. ......... ... ... 400CH-18 8'6" 400CH-18 �'10" ......................................................................................................... .............................................................................. .. 400CH-34 12'0' 400CH-34 �3�2" ......................................................................................................... ......................................................................................................... ' 600CH-34 12'8' 600CH-34 15'10" 1-Nr.Single-laysr 5/8"gypsum panelr Maximum Span 212CH-18 6'�" ......................................................................................................... 212CH-34 10�3° ......................................................................................................... ' 400CH:18 ........................................... 8,8M. ........................ ... .... . ... ... 400CH-34... ... 14 6"... ... 600CFI-34 17�5° ' 1 ' ' Note (a)Based on U240 allowable deflectbn wnh shids at 24"o.c.ar�d JR24 runnec(b)FWI steel stress allaved�Setl on ASTM E119.(c)AlloxraWe steel stress reduced 50%. ' 20 USG Shaft Wall Systems ' � i D etails Des gn 1 ............................................................................................................................................................................................................................................................................................. ' Ceiling Membrane � 2-Nr kated AssemWy-Haaontal Manbrane or Mslal Duct�wro \ \ ��\ ' fas�ener 24'o.c.max.(shear _ — '/z"lype S P� duct surface �d wftlidravral resistance as : •. head saew at required by specific design conditions) ' ' I. 12'o.c.(attach ' ' .'�'.� � � stud and J-rurmer �.'. at tap and bottom � �� .� �� :��: F ��. \ ��:.� �� :. fastener 24"o.c.max.(shear max.heigM 4'-0" , and wflhdrawal resistance as 1"� I requ�eed by spedfic design conditions) gypsum liner panel :�(; :1 � Rotaled Section � � `' •' .T • ��. Y` � � • '�"• �.Y�.'./• . •.T '�� `.��.�.• �.�%•.TT•. :•I• •�.• . . . . USG steal J-runner I'•�I ��•: USG steel C-H slud j��• `.'. ' ..`�-i..T l '�.��'.�� ..�./•.T�. '.�T. • .I.' \ . '. . . J:. � '•.�\.' -- �.•.� ��•.��.�� y•'��\.y• - . f��•. `•".' . .•/. . .•r�. ' ...�: . . ,•y. . .•. • — •�. •. '• . sealant Sr�raoqc gypsum panels \ max.span 8'-11"wRh 25 ga.sWdS ' ma�c.span 11'-8"wfth 20 ga.sUxis 1-Hr.Flre ilated Aseanbly(see NFA-2S�-Cortidor Ceiling and Stair Soffit 2-Hr.Fire Rated Aasembly(aee NER-25�-Cortidor Ceiling and Stair Soffit ' . � 1"SriEErAOCic � ��SH�oCK gypsum liner panel ' gypsum liner panel -'.�:•.. ••�;•,.::._ ;�r�:: .r`' -_�:•:• '•�.;-��•-. ''y ' .r.-� •.• ,. . . •.:.%--�;.:� '�:.'.•.;.•. ' •. '.• , . . . •.:.:--.;.'. '�. •'�••• ' '. ' fasteners as �� raquired 24"o.c. requirad 24"o.c. �y,��d� USG steel J-runner �SH sWdl USG steel J-runner ' . :.•::.:.::�.'•-�� '•' � . •, :. .::�.'y.� ' •'•'•:•�•' � • SH�ocK sealant �`. '. • �. .•,. . ^:�•.•�J� •, gypsum panel SHEETfiOCK sealant gypsum panels ' ' 21 U5G Shaft Wail Systems 1 ' ' Control ioints for Fire-Resistive Rated Svstems (GA-234-081 ' 1 , ' ' 1 ' ' ' ' 1 ' ' ' ' ' , � t 1 ' CONTROL JOINTS FOR FIRE-RESISTANCE RATED SYSTEMS ' (GA-234-08) Control joints in gypsum panel product systems shall be 5. Exterior Ceilings and Soffits:Control joints shall be ' installed where indicated on the plans or specifications.Gypsum installed so that linear dimensions between control Association recommended specificarions and manufacturer's joints shall not exceed 30 ft(9 m)and total area between recommendations specify minimum requirements for the . control joints does not exceed 900 ft(81 mZ). installatian of control joints.Control joints in the gypsum board 6. A conirol joint or intermediate blocking shall be ' systems shall be specified by the architect or designer where any installed where ceiling framing members change of the conditions listed below exist direction. 1. A partition,wall,or ceiling traverses a construction joint � A control joint is desired or incorporated as a design ' (expansion,seismic,or building control element)in the base building structure. accent or architectural feature. 2. Where a wall or partition runs in an uninterrupted T'he methods shown for protecting control joints in 1-hour straight plane exceeding 30 ft(9 m)in length and total floor-ceiling systems,either direct-attached,furred,or suspended, , area between control joints does not exceed 900 ft�applicable to all 1-hour floor ceiling systems with either wood (81 m2). or metal framing including,but not limited to,dimension lumber, NOTE:Full height door frames may be considered a �'�'O°d trusses,wood I-beams,steel bar joists,and steel channel control'oint. joists. J ' 3. Interior Ceilings With Perimeter Relief:Control joints Individual gypsum board strips applied behind control joints shall be installed so that linear dimensions between �n ceiling systems shall be not less than the shorter of 48 in.(1200 control joints shall not exceed 50 ft(15 m)and total area ��or the length of the control joint. ' between control joints does not exceed 2500 ft (225 m2). 1'his document may be revised or withdrawn from circulation at any time. The status of the document should be verified by the user 4. Interior Ceilings Without Perimeter Relief:Control prior to following any recommendatians contained herein. To joints shall be installed so that linear dimensions verify that you have the most current edirion of the document, ' between control joints shall not exceed 30 ft(9 m)and �cess the Gypsum Association website ai:www.gypsum.org. total area between control joints does not exceed 900 ft (81 mZ). , 1-HOUR WALL 8� PARTITION SYSTEMS ' Sl8'i16mm19�D �5/R'i16mm19�P woal4Md 1/2'(13 mm)�moc9�P s6ed Wd 1/2'E73 mm)max.gap ' 2-S/S'�S raml fypNM a .. 5 sarra�,or Bd c�MW 1•S/b"Nt mmYTYPt 5 �,2P(60D naiU o.c saawr,7�C(600 mm+l at. 1 , �/I Three5/8"175Amm)ryPaX � ' ' ' ' . . . aYqdamtrfffimtudJokrt�/ � T�wS/6"(15.9mm1typeX 07PaN� s� . viMA o�metN wMrai jdM �6o�rd str� ' 1-HOUR WOOD FRAMED 1-HOUR NONCOMBUSTIBLE (WHI-647-3024,9-20-90) (VNHI-647-3024,9-20-90) ' GA-234-08 Copyright�2008 Gypsum Association.All right reserved. Printed in U.S.A. ' r � 1-HOUR WOOD FRAMED 2-HOUR WALL & PARTITION SYSTEMS FLOOR-CEILING SYSTEMS ' S/8'it6mmlq�p woodmd trl'(13m�Nm�x.WP 4't700mm? .� �NI woodptt , •, � ' • 2-Sf8"(6Smn1�1M« i-t/2'pBmiNTypeGdry►�II S scnrs,«td cor�W uavrq,?t•�to nuNcr.do^9 rrli.24'(600 mr�o� one�Ide of}o�t i/2'{�3�rcN ' S�8'x}tt2'fl5.9 x!9�ain? mn�.q�p rype X qnaum bo�rd fMP . . • oaM�d PMt � �/ 1Mt S/B"(159mm1eype% amedaomodlotm./ ' , '�M qrpaanboredsMps • ' ' 2-HOUR WOOD FRAMED (VHHI-647-3024,9-20-90) I ' CONTROL JOINT PARALLEL TO FRAMING WITH DIRECT-ATTACHED CEILING • (UL R4024,97NK13566,7-29-96) S/a'i16mMgW ' . p�� 1/2"(13mmlm�.pip f100r t1S18"'IstmmYTyPaS 4"(100rtw�U r ' soiews,2R'(QOOm�at ��r�N j 1110°dl°� SB'x 3-t/I'(15.9 x 89 nM11) 1-1/2"138 mrNrype G drywa�� type X yyptum 6oard strlp scews,24'{610 mm1�.�4 i one side d joint ' . . .. . , ..• . ,� 1/2"fl3mmi • Twoilm'(15.9mNq4eX �� vl�ryla met+lmrwd jokrt 9��d s�' f�g�{ yier�A a med 2-HOUR NONCOMBUSTIBLE `°'�1°�'°"` !, ' (WHI-651-0318.1,3-20-90) . � 1-HOUR FLOOR-CEILING SYSTEM ' WITH SUSPENDED CEILING CONTROL JOINT PARALLEL TO FRAMING WITH (u�Rao2a,96NK73566,�-2s-ss) FURRED CEILING (UL R4024,97NK2136,2-7-97) ' _r..." �'� . ... ._..............__'.........,...,, �'..... , . . .. . . . _,.,.�__..._.__.....____...._...�-......_._-�...................� 5M"xit12"f16.9xlQa�m) vNylarm�WOaMralk� ,.- ..._..______ ,.........'�"- 1-t/2'(38mm)TYPe�d� �°X�� 1J2'(13 mipy ma,.y�p ✓'' �---�°...�. ,s[ews�24'(610 mm)o.c..alon9 m� 5/8'x 3-t/Z't15.4x 84 mm1 one skk of joirtt t t�tl2"{96 ma)Typ�6 W�1 type X yypSUm 6iwrd strip.... �.,., �aw�.?A"{B10n�n)o.a.�laq _..__.___.._ _ ....�.._�. � orr�ol}oYN �,,,��,,f',� ............ �—,.__.__.._...._�.._., ,t/1'f13,�iij maz:9ap _- �_... , ..� _... __.� __._._�nylormetal ' ._ -_._.��_V_ controljoi�t ' 4'(lODmm). �-►^ s'a'x�.�n'�,sA"�'"�� CONTROL JOINT PERPENDICULAR TO FRAMING , typ.x�um uo.ra.c+n �N«m.a o�,aai�+ WITH FURRED CEILING (UL R4024,96NK13566,7-29-96) ' GA-234-08 Copyright�2008 Gypsum Association.All right reserved. Printed in U.SA. ' r'`� ARCMI7ECTURE � `�� URBAN DESIGN INTERIOR DESiCEN March 4, zoio Martin A. Haeberle Town of Vail Department of Community Development �l��D 5 South Frontage Road ` y c ��'� �v��Qpment�D opa�mN�es Vail CO 8i657 � 970�479�z452 �'o�� Guildin��fe� und Insp www.vailgov.com f1S�!��1�,� :,,,- �,I •"�� :J!s►tern�::c^�1�:��.��;.��J Reference: SoG:� , � t;�1;;::,;�� J�� r�',� t ``` �:V'._.. f _ .�3 �,,.:,-.�� r � ,�c� "��,. .;n o .�;. �,;�s^� ., �h�i�..u.�� ,- 1 cf,�� ,t:,. First Chair review comments by Martin e �t�d$¢:z4^•�b �._,t��r,�r�'��r�'{�v`�� -, �'� �_.,, ;h�rc,�,;�4 -�Ithe BUILDING PERMIT#: Bo9-o3zi notb�c�. =: '"�1 :�L�t`t;� ' c�c:��f�"y.��;.��t�v'�cl~:��r�M,��r,� be �,�.~�r��,��n? �.,,-nin�t�,;v.,c_.., .,. -,,;�:°.�n�'_ tnd anY� --':.� � �s cf t'„�;_;,_' ,,,,:.,;�r'�a SITE ADDRE ,�,�. F"", , Fr :'��r c;.�.`,n::rr� �..��G��. OCCUPANCY GROUP: Rionshzad Cirde p`ov Y�, `t"'��od�f�� ' ^J�cn�cn�"" �;t^• t ta The '•�� rm;t�M.,.,� r..,,;,. f;c�r�q' "�, � c��w,..l ,..,,�,c P� � '' �� `-.j c.;�.,r c��f a / = i��u_ ; ��::..,.. '•' �.I ;�vcr,t . ,,.,.,..,...r,"� TYPE OF CONSTRUCTION: To be provide�hV�;� ��"" n�t F �J�v.��.-L��..�',i��"'� .��-,�y cr�� pf NUMBER OF STORIES: � `�� ''�',t� ��^'-��t��"V�y~'tf 4ny c:her ordinances 5 corr" �,.�' �t i�4;c�4u. �� c�dc cr c Y \ BUILDING AREA: 59,c,00 sf bu�,1�;��, ' V ��.o'.�� n ' ''"' � Z� � this iu�r�� , �� n � DATE' Dear Martin: p�NS EXAM�NER� The following comments and responses address your review comments for the First Chair building. Architectural Comments: Sheet T.i i. S-1 occupancy is reflected but not included in code data sheet. Please clarify. Response: S-i occupancy designation has been revised to be defined as"Incidental use spaces"per IBC section 3oz.i.i and then further defined in our code data summary sheet Tz.6. Sheet Tz.6 i. A 3 hour separation is required between the parking garage and R occupancy per section 5o8.z IBC. Revise all applicable sheets. Response: See updated Building Code Summary on Tz.6 for proposed revised building code summary: PROPOSED CONSTRUCTION TYPES: PARKING GARAGE:TYPE i6 RESIDENTIAL:TYPE VA FULLY SPRINKLERED-NFPA i3 ALLOWABLE AREA/FLOOR(TABLE 503-AND 5o6.i) NFPA i3; 506.3 SPRINKLER INCREASE x z00%) � �<<.�� .� �� _�� ._ ,� , � � , . ..�� BOULDER PHONE:303.449.8900 1805 29TH STREET,SUITE 2054 FAX:303.449.3886 DENVER BOULDER COLORADO SPRINGS LAS VEGAS LAKE TAHOE BOULDER,COLORADO 80301 WN/W.OZARCH.COM r` � TYPE VA CONSTRUCTION : R-z:Aa=iz,000+(sz,000 xzoo/ioo)=36,00o SF IS ALLOWABLE AREA PER FLOOR. (ACTUAL/PROPOSED AREA=ii,377 SF). TOTAL ALLOWABLE AREA PER 506.4 EXCEPTION 2: 36,00o x 4=�44,00o SF; (ACTUAL/PROPOSED AREA 45,ii3 SF). TYPE iB CONSTRUCTION : S-2:Aa=79,000+(�g,000 Xzoo/ioo)=z37,000 SF ALLOWABLE AREA PER FLOOR (ACTUAL/PROPOSED AREA=i3,i83 SF). ACTUAL/PROPOSED SQUARE FOOTAGE: LEVEL i/PARKING (S-2) i3,i83 SF LEVEL z (R-2) ii,337 SF LEVEL 3 (R-�) ii,34o SF LEVEL 4 (R-2) zi,�46 SF LEVEL 5 (R-2) ii,igo SF R-�SUBTOTAL: 4S.ii3 SF BUILDING TOTAL AREA: 58,zg6 SF ALLOWABLE BUILDING HEIGHT:(TABLE 503): 3 STORIES,50' WITH INCREASE TO 4 STORIES,70' (5o4.z)BUT SHALL NOT EXCEED 4 STORIES, 60'FOR GROUP'R'BUILIDNGS. PROPOSED TOTAL 5 STORIES INCLUDES PARKING GARAGE. The summary information provided indicates that the proposed building is allowed to follow Special Provisions section 508.4. Per 508.4 fire separation is only required to be 2 HR-we are using mixed occupancy separation as required in Section 302.3.2. We meet the allowable area requirements without having z separate buildings.We meet the fire resistive requirements for the different construction types. z. Provide occupant load calculations on the plans. Response: See updated sheets Tz.z through T�.S for added occupant loads for units at upper residential levels to clarify total occupant loads as they exit into exit stairs at each level.See updated Tz.i for added occupant load calculations also at Level z. 3. Provide allowable area calculations as per section 5o6.i and 5o6.z IBC Response: The allowable area calculations have been updated and included on our code data sheet Ti.6. We did not apply IBC section 5o6.z frontage increase to our allowable area calculations since the amount of increase was so minimal and determined it is not required to meet our building size requirements. ALLOWABLE AREA/FLOOR(TABLE 503-AND 5o6.i) NFPA i3; 506.3 SPRINKLER INCREASE x 200%) 3d�2oio Page z of z � __. . TYPE VA CONSTRUCTION : R-�:Aa=i�,000+(iz,000 xzoo/ioo)=36,00o SF IS ALLOWABLE AREA PER FLOOR. (ACTUAL/PROPOSED AREA=ii,377 SF). TOTAL ALLOWABLE AREA PER 506.4 EXCEPTION�: 36,00o x 4=i4r,,000 SF; (ACTUAL/PROPOSED AREA 45,ii3 SF). TYPE i6 CONSTRUCTION : S-z:Aa=79,000+(�9,00o X�oo/ioo)=z37,000 SF ALLOWABLE AREA PER FLOOR (ACTUAL/PROPOSED AREA=i3,i83 SF). � ACTUAL/PROPOSED SQUARE FOOTAGE: LEVEL i/PARKING (5-z) i3,i83 SF LEVEL z (R-�) ii,337 SF LEVEL 3 (R-z) ii,34o SF LEVEL 4 (R-i) ii,z46 SF ,I LEVEL 5 (R-z) ii,iqo SF I R-z SUBTOTAL: [t5,iz3 SF '� BUILDING TOTAL AREA: 58,zg6 SF I� 4. Plans indicate z accessible spaces per Table iio6.oi.Table requires 3. Revise all applicable plan sheets. 'I Response: I The First Chair building allows for 4o parking spaces per zoning requirements.Table iio6.oi requires z HC II parking spaces for a total of provided z6-5o parking spaces. First Chair has z accessible spaces of which one � is a van accessible parking space.See T�.i and AZ.oi. 5. Plans reflect non-separated provisions ofthe code to be used. Please clarify. Response: This has been revised to INCIDENTAL USE AREAS PER 3oz.i.i-SPRINKLERED AND CAPABLE OF RESISTING THE PASSAGE OF SMOKE(SEE T�.i): i.FURNACE ROOM(MECHANICAL ROOM)OVER 400,00o BTU z.BOILER OVER s5 PSI AND io HP 3.RESIDENTIAL STORAGE ROOM OVER ioo SQ/FT. The summary information provided indicates that the proposed building is allowed to follow Special Provisions section 508.4. Per 508.4 fire separation is only required to be z HR-we are using mixed occupancy separation as required in Section 3oz.3.2. We meet the allowable area requirements without having i separate buildings.We meet the fire resistive requirements for the different construction types. Sheet Az.io i. Type B units do not comply with the maneuvering clearance. Revise plans. Response: Per ioo4.5.i Exception maneuvering clearances required by Section 404.2.3 shall not be required on the unit side of the primary entrance door. Maneuvering clearances at the corridor side of the primary entrance door are allowed for. All doors and corresponding clearances at the doors within a Type B unit need only comply with section ioo4•5• 3.g.zoio Page3ofg �, _ � All doorways within the Type B unit have a clear opening for user passage of 3i 3/4 inches min per ioor,.5.z.i-unit interior doors have z'io"door leaves.T Sheet A3.o5 i. Provide listed material information reflecting the proposed application of an offset on the flue. Response: We have revised our approach to the boiler flue extension through the roof-see A3.o5,3/AS.oz and 5/Ag.4z.A 2 HR shaft wall assembly was allowed for around the flue offset.See 3/AS.oz and Tz.i for identified z HR shaft wall offset at Level i.See also additional information provided on sheet Mz.oS by mechanical engineer. Also note that Mechanical Room iog was updated to a zHR partition rating due to zHR boiler flue(Tz.i). Doors iogA and iogB were updated to 9omin doors(Az.oi and A8.oi)and flag note 35 indicated updated go min access panel(Az.oi).Also Elevator Machine Room ii2 was updated to a zHR rating(TZ.i)and door ii2 was updated to a go min door(A8.oi). Sheet A5.o5 i. Clarify offset at detail 1 is maintaining a 3 hour separation. Response: Based upon our revised code summary approach;we are providing a�hour offset to match the z hour occupancy separation requirements per Section 3oz.3.2-see updated i/Tz.6 for 2 HR rating at floor/ ceiling. Sheet A7.oz i. Provide signage details showing compliance with Aii7.i AN51 to include location. Note: signage shown on plans does not comply. Response : Signage will be provided by others and shall meet the requirements of Aii7.i ANSI -see added note on 3/A7.oz. Signage will comply with Section 703.3 for Tactile Characters and shall be duplicated in Braille complying with Section 703.4- this includes mounting height,position, Braille, finish and contrast. Signage details will be provided in a deferred submittal for review.The specification for this project Section io43i-2 i.4C clearly defines compliance requirements with Aii7.s ANSI and additional regulations. z. Detail z does not show required i8 clearance at pull side of door. Response: Detail i/A7.o2 shows the typical unit entry(type`B'). Per AN51 Aii7.i section ioo4.5.i exception states:"Maneuvering clearances required by section 4o4.z.3 shall not be required on the unit side of the primary entrance door. Detail 3/Az.io indicates the type`A'compliant for unit 36 and provides the i8"clearance for front approach, pull side requirements. 33��oio Page y of y �� _. Sheet A7.3o 1. Provide 60°clearance in direction ofthe door per Figure 4�4•2•3•3 Ai17.i AN51 Response :All unit spaces shown on this sheet occur within type`B'units and thus all doors and corresponding clearances at the doors need only comply with section ioor,.5;AN51 ii7.i. Only the public side of the primary entry door must comply with section 404. Sheet A7.3i i. Plans do not reflect the required accessible toilet. Revise plans Response: Toilet types are identified per plumbing drawings and not architectural drawings.See Unit plan 3/M2.io (Type A compliant unit zii-unit type 36)for accessible toilet.Unit plan 3/Mz.io indicates the accessible toilet as toilet Pi3--the identified ADA toilet per Plumbing fixture schedule Mo.o2. See Aio.oi for required height of toilets. See i/A7.3i for added note for flush control location at toilet and adjusted 59"x6o"clear floor space per 6o4.8.z for enclosed toilet compartment. z. Annotate on plans that all finishes to be completed under/behind cabinets per Aii7.i ANSI � I Response: Unit plan sheet note 4 on Az.io and A2.ii clarifies that"Flooring to be continuous under appliances and under cabinets at Type A(AN51)compliant unit."The comment now also notes that wall finishes shall be completed behind those cabinets,as well. 3. Clarify that all accessible maneuvering clearance are finished dimensions. Response: Interior dimensions are to face of gyp bd as indicated per sheet note 6 on overall floors plans and unit plan sheet note ii on AZ.zo&A2.ii and also Finish Sheet note 5 on A7.3o-A7.4i Unit.Accessible maneuvering clearances are laid out within those clear gyp bd partition dimensions. Finished dimensions represent dimensions to face of gyp bd since wall finishes are paint on gyp within the units.In our experience this is an acceptable point of ineasurement for ICC/ANSI clearances. Sheet A7.4i i. Identify oven controls are front mounted per Ai17.i ANSI. Response: See added note on i/A7.4i" Range controls are front mounted per A ii7.i ANSI."The appliance section ii45i was updated to address accessible requirements for the Type A range per ICC/ANSI ii7.i-zoo3. Sheet A8.zo i. Window schedule to reflect u values Response: U values have been included on A8.io below each exterior window type;also included in this response is a document from the proposed window supplier Sierra Pacific which indicates the U-value for the total window unit= .35 BTU.Also specification section o8550 2.3D indicates this required value. 3.3.�0�o Page5of5 � � ' z. Provide a door schedule that reflects the required u values and hardware Response: U values and hardware have been included on A8.oi below the exterior unit sliding aluminum wood clad door and also the aluminum storefront entry door types. Also included in this response is a document from the proposed window suppliers indicating the U-value for the total window unit= .35 BTU. 3. Clarify window operation is compliance with Aii7.i ANSI. Response: The operable windows within each sleeping room and living area within the Unit Type 36(Type A compliant unit zii-see 3/AZ.io)have operable parts (operating hardware for operable windows)complying with Section ioo3.g.Operating hardware for operable windows shall comply with Section 309.Section 3og.4 says"Operable parts shall be operable with one hand and shall not require tight grasping, pinching,or twisting of the wrist.The force � required to activate operable parts shall be 5.o pounds(2�.ZN)max. Operable parts are , placed within one or more reach ranges specified in section 308. , See 3/AZ.io for added note on required window operation in compliance with Aii7.i ANSL ' Sheet A8.3o � i. Provide a typical window door flashing detail of the flashing membrane to the weather resistive I barrier. �� Response: '� Sheet A8.3o represents the typical window membrane flashing and weather resistive barrier lap �I conditions.Sheet A8.si represents the sliding patio door membrane flashing and weather resistive barrier lap conditions.We do not have a combined window/door condition.We have added 2 new details 5, 6 on sheet A8.zi. New detail 5/A8.ii represents the typical sliding patio door sill and new detail 6/A8.ii represents the north patio door#Zi8 threshold. A general note was added also to sheets A8.3i and A8.32 to refer to sheet A8.33 for flashing sequence.A new sheet A8.33 was added. Sheet A9.io i. How is the R value maintained?See Details z and 6 . '' Response: I We revised slab edge details z,5 and 6/A9.io to allow for z"band of extruded polystyrene insulation II board to maintain R-io value along the slab edge. � This also indudes similar details i,�,4,and 7/A9.zi slab edge details.See also details 3 and 6/Ag.2o. I I Sheet A.zo i. Maintaining of the R value at Detail 8? Please clarify I Response: This comment probably means to reference detail 8 on Ag.zo. We revised slab edge detail 8/Ag.zo to allow for z"band of extruded polystyrene insulation board to maintain R-io value along the slab edge. 3d-2o�o Page6ot6 _�� Structural comments: Reviewed and accepted Response: Understood. Plumbing Comments: �I Provide a gas piping isometric showing length and sizing as required by the International Fuel Gas code. ', �i Response: I See separate response by Mechanical Engineer. Mechanical Comments: Sheet MS.oz i. Revise detail to reflect the minimum 3'above roof termination for possible snow depths. Response: See separate response by Mechanical Engineer. ', Electrical Comments: Sheet E6.oz ' i. Clarify fire rating of fire ceiling caulking detail. ' Response: �'I See separate response by Electrical Engineer. 'i Fire Protection Comments: I, All fire protection plans to be sealed and signed by the registrant. � I Response: I All fire protection plans will be sealed and signed.See separate response by Fire Protection Engineer. �I il PUBLIC WORKS COMMENTS: I The Town of Vail Public Works Department has received the Buildin Permit submittal lan set dated received �I 9 P � iz/3/o9 for the First Chair(North Day Lot)Development. Based on our review the following shall be addressed prior to BP approval or as otherwise noted. Additional comments may be provided when more detailed plans , are provided. I, Comments �I i. As discussed and shown within the PEC approved plans, a"Skier Drop-Off"way finding sign program of informational signs and monument signs is required. Please provide sign program and how it will work with the existing way finding sign program. 33-�0�o Page 7 of 7 � � Response: As discussed and shown within the PEC approved plans,a"Skier Drop-Off"way finding sign program,to include informational and monument signs,will be included in a separate submittal.We are waiting on the , confirmation of a final logo design. I z. Provide an easement plan,showing all necessary and agreed upon easements,along with easement I language. Response: An Easement agreement has been recorded with the TOV and the civil plans will show appropriately on the I next submittal.See attached Skier drop off Easement Agreement.We are also attaching the recorded �'�� Construction Easement Agreement and the recorded Access Easement Agreement. il 3. Show turning movements of skier drop-off vehides and fire trucks. �I Response: I See attached turning movement diagrams by Alpine Engineering Inc. �i, 4. The walk from Landmark to the Frontage Road should be heated pavers and a minimum of 8'wide. II� This will require the existing paver walk from the Landmark property line north to be removed and '', reconstructed as a heated paver walk. It will also require the walk north of the driveway access to be i widened by z'and be installed as heated pavers. Since the Frontage road improvement may not be installed by the time this is completed, heat capacity shall be planned to heat a paver walk to the future Frontage Road walk,approximately zo'to the north. � Response: A new detail for additional snow melting and sidewalk pavers has been added for reconstructing a heated paver walk from the Landmark to the First Chair driveway. The proposed path north of the driveway to the stairs is a 8'unheated concrete walk. See sheets Ci.o3 and Ci.o8. 5. Additional capacity shall also be planned to heat the pedestrian overpass stairs. Response: The First Chair project does not have the boiler capacity to consider heating the pedestrian overpass stairs,or any future requests.The First Chair mechanical room does not have the area to add any additional equipment. 6. The two existing light poles along W. LH Circle north shall be replaced with new Vail Village fixtures and relocated as necessary. Response: The Town has asked VRDC to replace the two existing light poles along W.LH Circle north with the new Vail Village fixtures. If the Town provides these fixtures to VRDC within the project electrician's timeframe,VRDC will replace these fixtures at their current location. No accommodations can be made by VRDC for relocating or restructuring their bases if the current location is inadequate or the bases need to be modified. 3d�2o�o Page 8 of 8 � � 7. Why does the existing inlet within W. LH Circle at the entrance to the project have to remain. This should be removed. Response: See revised plans by Alpine Engineering Inc.to show the existing inlet to be removed,see sheet Ci.o3. 8. A curb taper shall be added to the north curb end along W. LH Circle. Response: See added note by Alpine Engineering Inc.about curb tapering to o"to match existing asphalt.See sheetCi.o3. 9. The Frontage Road improvements contemplate additional storm sewer along the Frontage Rd.,the Town has asked if some of that water could come down W. LH Circle. This would be the opportunity to stub out a pipe. Does the existing storm sewer have additional capacity for this? Response: After a cursory review of the calculations for the existing storm sewer system in West Lionshead Circle portions of the existing storm sewer system do not have capacity to introduce additional flows to the system. io. Show the minimum pipe cover on storm sewer profiles. Response: AEI added minimum cover labels to the storm profile and lowered the storm sewer in the southeast corner to provide additional cover on the storm piping. See sheets Ci.o3 and Cs.o4. i1. The Tract C walk is shown as concrete from the E-W walk south,this should be heated pavers. Additional capacity and planning should be made for the heated walk south of the PL and down the stairs to the mall. Response: The pedestrian path within Tract C will be constructed per the DRB approved submittal.This will result in having heated concrete from the T-intersection, north,towards the frontage road and heated pavers from the T-intersection,"south",towards the plaza.The concrete walk south of the E-W walk was revised to heated concrete pavers. Please see sheet Ci.o3 and Cz.o8 for detail. iz. The Tract C walk intersects with the overpass path at a i3%grade. This intersection area needs to be -5%. Response: The grading was modified to flatten the intersection to approximately 5%. See sheet Ci.o3. 33��mo Page9of9 er .' � i3. This area(as described above)is also shown as a Fire Staging area,which as per the September DRB submittal was allowed to be removed, is this still the case. If not,this entire area needs to be regraded closer to z%. Response : The fire staging area in the NE corner was removed per the DRB submittal. See sheet Ci.o3&Ci.oS. i4. Details: a. All concrete in TOV ROW shall be Class P or equivalent. Response: Understood, see Sheet Ci.o8&i.og. b. The 8'concrete pan shows a dashed horizontal line noted as contractionjoint, is this rebar/wire mesh? Response: No,the dashed line is just showing the depth of the contraction joint into the concrete. c. All concrete in TOV ROW shall have 6"of Class 6 road base under it. Response: See modified the details as required.Sheets Ci.o8&i.o9. d. Add TOV heated paver walk detail. Response : See added detail-see sheet Ci.o8. e. Regulatory sign posts shall be TOV wood posts,add detail. Response: See added sign detail.See Sheet C.ii and C.iz. i5. Additional striping should be added to better direct exiting vehicles from the housing parking. Hatched median and painted arrows. Response: See added additional striping.See sheet C.i2. i6. The easement language for the Town parcel should include accommodations for the irrigation shown. Response: Accommodations for irrigation will be included in the easement language for the Town parcel. i7. A similar snowmelt agreement as to the one with the Arrabelle will need to be executed. Response: A snowmelt agreement will be included. 3.3.zoio Page io of io � . � z8. The Vail Village fixtures and bollards on Town property should be run off Town power. Response : VRDC is still looking into how we can either run the Vail fixtures and bollards off of Vail power or include a means to separate out this power. i9. We would like to look at swapping the TOV bollards along Tract C for Vaif Village fixtures at slightly different locations. Response: VRDC will not be swapping out DRB approved bollards for light poles. Conditions of Approval i. All construction staging issues shall be resolved prior to construction including staging, phasing, access,schedules,traffic control,emergency access,etc... Response: Understood and will be addressed. z. A ROW�Utility permit shall be obtained and approved by the Town of Vail prior to commencing any construction within public Right of Way. Response : Understood and will be addressed. 3. A Town of Vail Revocable ROW permit shall be recorded for all private property improvements located within public ways. Response: Understood and will be addressed. 4. Prior to approval of a Building permit all necessary permanent and temporary easements are recorded with Eagle County. Response: Understood and will be addressed. 5. A CDPHE Permit and all applicable ACOE permits(i.e. Dewatering)shall be submitted prior to construction. Response: Understood and will be addressed. 3d�2oio Pagei�ofv r' "�:+ a PLANNING COMMENTS: i)A plan shall be submitted and approved by Town Staff prior to issuance of the permit,which identifies/creates the eight additional parking spaces which need to be mitigated when the employee parking on the North Day Lot are removed for construction. Response: Understood and will be addressed. z) The applicant shall submit a revised plat for the site and structure which plats all easements,etc. prior to requesting a TCO or CO of the project. Response: Understood and will be addressed. 3) All appropriate paperwork sha►I be submitted to the Town staff and recorded for the EHUs prior to requesting a TCO or CO of the project. Response: Understood and will be addressed. Sincerely, �O� (;��0 � �� EDUARDO O � ALEJANDRO 0 � ILLANES * � 02672 V Eduardo Illanes,AIA DARG� Principal 4 2,l0 OZ Architecture 3.3.zoio Page iz of i� o , � . / �� ,e.so � — O —� � � __ ,, �� _ �Z ' � ,,�� — // �� _-- a.00 >>oo ,�� II !lii � SUBURBAN teet �j' � ��'� �I � w�am :e.ao � ' " � � � � �i _ .— Track :5.35 / ' � .... - i ' � .-- — Lock to Lock Time :6.00 '� I�i Stcering Angle :29.50 — �/ '� , �� , �� . I /ii� .. / I /�� . �� ,, -:-, .� �, �E , ,, , ,, , - , , ---- -'=� ��a . ,, , _ . ,�,;-� . - ,�,�� ,,-�' _ i � � ,-� ,,- �' � ; - �-� ,-� , - - _ , , \ ' _._, � ,- - � ; =- — � ,,- � � -� �� Il, �;I � � ; _ � � , �� ' I, � � . , , _ , ;� � , , ��i � ., , � � _ ,— _ , �—�:-�-..- ,� ,, � , , � �� ,— -- , — , s. � ,, _ \ —�-- � 1 _-- — _ —;- , _ ----- , -- . --- __ ��, — - — � � ' ---- , , � � I I , � � o o � — / ° __ — o ° ° O � � � .c.:r ,�. O � --- ---� ...i.�� ,�, � O � _�— o _ — �_ _ O - - - — O —--- o�; _ __ _..��.c. — �---- ._., �� _��-:_ —___.__-------- -- '--'_'�— — � ��-�"—� — 6?0 _..--�—� u7C _ �_� � o 67G _...�— — _._._-. �..,.' -' ,:. �r--�� _ ' . � .._,_..... �'_'_ _"__"... � . , ._... ° — GRAPHIC SCALE = — _ = ASSUMPTIONS AND GENERAL NOTES: o zo 7o so =� � � 1. THIS SIMULATION DOES NOT ACCOUNT FOR DRIVER VARIABILiTY OR NORTH DAY LOT ° � � DRIVER SKILL E�WARDS BUSINESS CENIER P.O.BOX 97 MARGIN OF ERROR (FACTORSOFTSAfETY). �OES NOT INCLUDE ANY EMPLOYEE HOUSING UNITS—SKIER DROP—OFF = EoWAROS.�o�oRA�o atsa2 = ( IN FE6T) (9�0)92fi-3373 FAX(970)926-3390 3. SUBURBAN IS THE DESIGN VEHICLE SHOWN. � �nch = 2o r� 1-5—ZO10 �V08001Wwg\MasteMUtoTum\NDL-EHU.dwp,2/242070 11:40:22 AM,babcock Oi �� 45.00,. �'' i o � r__---_ --� - , , �, ,i- � , __ I - _ - Z - o o ' .- _ '' ,_, a.ao ia.00 , - �� VAILlA00ER reec ��' WidM :11.00 , � /l - � / � , Track :8.00 -�" ' ��' • . � Lack to Lock Time :6.Oq �- /� ' �� '. ' , . Steer7ng Angle ��2�0 - � �� / � i� �' ��/�-' . , � �// d � / �/////�� i �� .... 8 � . � . ' /'. �{t/�\a ' �, �';� —_--_- ��//� �� / " I >> —'� I _ `—/�� ,, ' i ' I I' i� _,� __. � . � � —� �— � � ,�� ; . , , _ � � ,� � , �� ,,, / � I , � ,— __ _ _ �, ,J ---- _ _ --— - - - _ — �� \ — � � �, L' =— �II U o � oo � , � o � ° ° ° - :, „�. � Oi � — -_— __- -- , . _'__ -- 0 O _ -- O 0 � � � �� _ _ _--- - - ---- _ — _ ___ ,—-- _ _ _. - _ _ :�--- — r, �;� _ ___-- ;;o �,� _ ____-- — _ �---- — � o _ , _-- _ o e � �— �— — GRAPHIC SCALE = = = ASSUMPTIONS AND GENERAL NOTES: o sa �o sa = _ _ _ 1. THIS SIMULATION �OES NOT ACCOUNT FOR DRIVER VARIABIUTY OR NORTH DAY LOT = �� DRIVER SKILL eownaos ausiNess ceNTea a.o.eox e� 2 THE VEHICLE PATH PRESENTED HERE DOES NOT INCWDE ANY - --� -� --�-- = eownaos,eo�oen�o eis3z = MARGIN OF ERROR (FACTOR oF SAFETY�. EMPLOYEE HOUSING_UNITS-FIRE.TRUCK TURN ARO__ . � ,„ ,.ttT> �9�0,9zb-�3,3 FAX�9�0>9z6 3390 3. VAIL LADDER TRUCK IS THE DESIGN VEHICLE SHOWN. �� tnce = 20 �� 1-5-2010 JVOSOO7�dwp�MasteMutoTumWDL-EHU.Owg,224/2010 11:43:55 AM,babcock EAGLE COUNTY, CO ��"'�1 j�JtJ 1.7rJJ TEAK J SIMONTON 11:2Q�09AM at 1 rJ'"��e J,� Pgs� Il REC� �61.a0 DOC� $ I I . � � � . t ... ( _. `f ' `� �t ACC�SS EASEMENT AGR�FMENT THIS ACCESS EASEMENT AGREEMENT (tliis "Agi�eement") is made as of tlie �(�'` day of�`}fy^>��, ,,--L.�(�, 20�, by and between the TOWN QF VAIL, a m�micipal corporation duly organized and �xisting under and by viirtue of the laws of tlie State af Colorada (the "Tawn"), and THE VAIL CORPORATION, dtbla VAIL ASSOCIATES, TNC., a ColQrada corporation ("Grantee"). R�CITALS: A. Grante� is the owrier af certain real �ro��erty that is lega[ty described on Ex}Iibit A attached hereto a��d incorporated herein by tliis refet�ence, and that is cocmnanly referred to as the "North Da}t Lot" (the "Dorninant Estate," which terin will include, without Iimitation, all huildings and othei•improvements located on the Dominant Estate fi•om time to time). B. The Tc,wn owns certain real property that adjoins the Donlinant Estate and th�t is described oil Exhibit B attached hereto and incorporated herein by this referenee (tlle "Sezvient Estate"). C. Pursuant to a Consti•uction Easement Agreement made bett��een the parties on oi• about the date hereof, the Grantee has been granted an easement to consti�uct, among other fhings, a private paved access drive across the Seivient Estate that will sercre the use and enjoyment of the Daminant Estate (the "Access Drive," wluch teim shall mean and include the Access Drive as actually eonstructed and configured across tl�e Servient Estate fram ti�ne to time). The platu�ed location of the Access Drive is depicted on Exhibit C attached heretc� and incoiporated herein by this reference. D. Tlie Town and Grantee have mutually determined to make this Agreerzient to provide for and govern the ongoing maintenance, use and enjoyment of the Access Di•i�je. NOW, THEREF(.�RE, in consideratian of the above premises, and the mutual cavenaiits and agreements set fortl� herein, the To�ln and Grantee covenant and agree as fallows: l. Grant af Easements• Access Drive Location. (a) The Tp��rn hereby grants and conveys to the Grantee, as an appurten�nce to and benefiting the ownership of the Dominant Estate (in accordance with tl�e provisions I�ereinafter set forth), irrevocable, unconditional easements in peipetuit�� over, upon, across and under the Servieut Estate for (i) vehicular and pedestrian access by ti}ray of the Access Dr•ive for ingress and egress ta and fi•om the Dominant Estate (the "Access Easement'°), and (ii) the n�aintenance, improveinent,repair and replacement of tlie Access Drive and snov�j-rnelt systems and other irnprovernents thereiti or thereunder fi�om tinle to tin�e, and reiated o�erations (tl�e "Maintenance Easement"). The Access Easetnent anci Afler recordin�please return ta: f Gerry�Arnold � P.O.Boz 959—UC S87 Avon,Colarado 8t62Q ss�xia s ucFtsx Maintenance Easement are sometimes referred to hereinafter together as the "Easements." (b) The Access Easement may be used and enjoyed by aIl ov�mers and occupants of the Dominant Estate, together with the employees, agents, contractars, social guests, Iicensees and invitees of any of them (collectively the "NDL Permittees"). The Maintenance Easement may be exercised only by the owner of the Dominant Estate ftom time ta time and its contractors and agents. In any case where there are multiple owners, fewer than all of those owners or any governing owners association may be designated by #he Grantee or its successors in interest as the beneficiary of the Maintenance Easement (along with the contractors and agents of such designee(s}}. The Town will warrant and defend the Grantee and its successors, their designees, and the NDL Permittees in the use and quiet enjoyment of the Easements, without interference by third-party claims or interests. (c) Grantee at its election may prepare a supplement for this Agreement to establish a revised depiction of the Access Drive ta reflect its actual, as-built location upon the completion of its construction. Such supplement, which may incorporate a specific legal description for the Access Drive, will be mutually executed by the Town and Grantee and recorded in the real property records for Eagle County, Colorado (the "Records"). 2. Non-Exclusive. The Easements shall be non-exclusive to the extent that the Town may retain all rights to use the Servient Estate and the Access Drive that are materially consistent and do not materially interfere with the use and enjoyment of#he Easements by the Grantee and other NDL Permittees (and specifically including, without limitation, the right to use the Access Drive for the Town's own access purposes attendant to the Servient Estate, provided such access use does not interfere with the use and enjoyment of the Access Easement}. The parties mutually acknowledge that the Access Drive constitutes the "Town Property Access Way" under the terms of that certain Skier Drop-Off Easement Agreement heretofare made between the Town and Grantee, pertaining to the Dominant Estate in certain respects, and recorded in the Records on June 1, 2009, at Reception No. 20091049I (the "Drop-Off Easement"). 3. Maintenance; Mechanic's Liens. (a) So Iong as the Easements are used in connection with the Dominant Estate, Grantee at its expense will maintain the Access Drive in good condition and repair, ordinary wear and tear excepted, and will bear the operating costs for the snow- melt systems incorporated with the Access Drive, including utilities costs. However, to the extent any damage or wear and tear to the Access Drive (other than ordinary wear and tear} arises in connectian with the use of the Access Drive or otherwise by, through or under the Town, the Town will promptly provide or reimburse Grantee for the costs of the related maintenance, xepairs or replacements for the Access Drive. The foregoing will constitute Grantee's only obligations for maintenance, repairs or replacements in relation to any improvements on the Seivient Estate unless damage is caused thereto by I actions arising by,through or under Grantee. 88981J3 RCFfSH �" I , (b) In connection with any maintenance or ather work undertaken by or through the Grantee, the Grantee shall not cause, suffer or permit any mechanic's, materialmen's or other liens to attach to or be recorded against the Servient Estate or any payment claims to be made against the Town. In the event any such lien claim is recorded, the Grantee at its expense shall promptly cause its removal and release of record, by bonding or otherwise, or promptly reimburse the Town (after demand) for the Town's costs and expenses incurred in securing the Iien release. 4. Liability Insurance. The Grantee and Town at all times will maintain in full force and effect adequate general commercial or general compreliensive Iiability insurance providing coverage against all claims for personal injury, death or property damage occurring upon, in or about the Servient Estate or arising from the use and enjoyment of the Easements. Each party's insurance shall be primary and non-contributory with any insurance held by the other party with respect to any events of Ioss arising by, through or under the first party. 5. Runs with the Land. The Easements and the terms of this Agreement shall touch and concern and run with the land as an appurtenant burden and benefit to the ownership of the Servient Estate. Similarly, the benefits of the Easements, and the other rights and obligations of the Grantee hereunder, shall run with the land as an appurtenant benefit and burden to the ownership of the Dominant Estate, with each successor owner of the Dominant Estate, including the Grantee named herein, to be liable only for such obligations that acciue during the ownership period of the given owner, Tn addition, the rights to exercise and enjoy the Maintenance Easement may be limited as set forth in paragraph 1{b)ahove: 6. Notices. All notices or demands required or permitted under fhis Agreement shall either be (a}hand delivered, (b) given by cei�tified mail, return receipt requested, directed ta the name and address set forth below, (c) given by overnight courier directed to the name and address set forth below, or (d) sent by facsimile transmission to the applicable facsimile numbers set forth belaw. All notices so given shall be cvnsidered effective (i) if hand delivered, when received, {ii) if by certified mail, three (3) calendar days after deposit, certified maii pastage prepaid, with the United Sta#es Postal Service, (iii)if by overnight courier, one (1) business day after deposit with an overnight courier, with delivery charges prepaid, or (iv}if by facsimile transmission, upon receipt of a machine-generated confirmation of a successful transmission of all pages. Any party hereto may change the address or facsimile number to which future notices shall be sent by notice given in accordance with this paragraph d. Any notice may be given on behalf of a party by its legal counsel. A "business" day shall mean any day other than a Saturday, a Sunday, or any holiday on which U.S. Mail service is not provided. If to the Towiz: Town of Vail 75 South Frontage Road Vail, Colorado 81657 Attention: Director of Public Works Facsimile No.: (970) 479-2166 689814.3 RCFtSH � f � 2 } • 7 With a copv to: Town of Vail ' 75 South Frantage Road Vail, Colorado 81657 Attention: Town Attorney � Facsimile No.: (970) 479-2157 If to Grantee: The Vail Corporation d/b/a Vail Associates, Inc. 390 Interlocken Crescent, Suite 1000 Broomfield, Colorado 80021 Attention: Legal Department Facsimile No.: (303} 648-4787 With a copv to: Vail Resorts Management Company P.O. Box 959 137 Benchmark Road Avon, Colorado 81620 Attention: Assistant General Counsel Facsimile No.: (970} 754-2555 7. Governin� Law; Miscellaneous. This Agreement will be governed by and construed in accordance with the laws of the State of Calorado, withaut reference to conflicts of laws principles. Headings and captions contained herein are inserted as a matter of convenience and for reference, and in no way define, limit, extend, or describe the scope of this Agreement or any provisions hereof. Where required for proper interpretation of this Agreement, words in singular shall include #he plural, and the masculine gender shall include the neuter and the feminine, and vice versa. The terms "include" and "including" shall each be constived as if followed by the phrase "without being limited to"whether or not so stated. This Agreement may be executed in counterparts, each of which will constitute an oziginal, and which together will constitute one and the same agreement. 8. Entire A�reement. This Agreement sets forth the entire agreement and understanding of the parties with respect to the subject matter hereof, and any prior or eatrinsic agreements or understandings with respect to the subject matter }�ereof, whether oral or written, are superseded hereby, 9. Severabilitv. If any provision of this Agreement as applied to particular circumstances shall be illegal and unenforceabte, such illegality and unenforceability shail nat affect the enforceability of any other pro��isions of this Agreement, or the affected provision as applied to circumstances for which it is enforceabie, it being intended that all provisions of this . Agreement be valid and enforceable ta the fullest extent legally permissible. Any provision suffering from such iliegality or unenforceability shall be deemed replaced with a substitute provisian which as closely as legally possible reflects the substantive content and intended effect of the illegal or unenforceable provision. 10. Waiver and Amendment. In no event shall any failure by Grantee or the Town to enforce any provision in this Agreement be deemed a waiver of the right to enforce such provisian thereafter. This Agreement may be amended, and any provision hereof may be 889613.3 RCFISH � I waived, only ta the extent set forth in a written instrument executed by the party against whom enforcement of such amendment or waiver is sought. 1 l. Remedies. Grantee and the Town shall each have any remedies referenced herein or available at law or equity ta enforce their respective rights and interests and the obligations of � the other party under tl�is Agreement, and all such remedies shall be cumulative with and non- exclusive of one another; no exercise of any one remedy shall constitute an election to the bar of the exercise of any other remedy. 12. Recordation. This Agreement will be recorded in the Records. (Balance of page intentionally left blank] 989814.3 RCE15H � _ IN WITNESS WHEREOF, the Town and Gi•antee have made this Access Easetnent Agreement as of the day, month and year first above written. TOVIfN: , TtJWIrI OF VAIL, a tnunicipal corporatian cluly 4y�1N��fi�(s,,� organized and existing undez• aiid by virtue Qf the �.;• ;f laws of the State of Colarado � . . . g ��r � -- L • e � y: ao e •. �o� Stanley B. Ze 1 r, Tawn Manager �••....• Q . t�caR�'� ATTEST: � f�i B . . � �� 'p r f G',� �'�'t/-{,.�.G'-t.._...�-�------'"°-...,-. Y• �,..L.ar�ei Donaldson, Town Clerk STATE OF COLORADO ) ) ss: COUNTI'OF EAGLE } The foregoing instrutnent was acknowledged before me this �� day of ��y,a�,,,, , 20p� by Stanley B. Zenller as Town Manager of the Town c�f ��ail, a municipal co oration duly organized and existing under and by ti�irtue af the laws of the State of Colorado. Vt�ITNESS my hand and official seal. My commission expires: C� �. _ " 1 `'�! ti�� ar /11 r itr� � ".,.r'"�r—'.::�..... i �.�''��i�� f� ,t� -� � ��.py--_'� p,s� i �-� �� '� �s �I�lcstary ��c._. .�----- �� ' � �f f j f��, t 4�y`T �.. _ �� / K� �f� �.m. � _. � _� ..+L< `� �y ��..�1 `�� ...,..«......rv,,. ,u."--+ ' <t`�; 1 ° �`.g'�'., � �'(�i�riat�irelnotary blocks continue on next page] r�, .. _,. �,;. .r T 8��;}.�,j�,4�{si't '{•':i,:.:.:i':ia i'r#Ih�� 8S48t43 RCFtSH � GRANTEE: THE VAIL CQRPORATION, DIBiA VAIL ASSQCIATES, INC., a Co rado corporation ;� c�-- � � `" -----•------��—___..__ By: Name: 2 �:f e. Title:�('c�;r.�p �`f- �` �c�o t12-7.� C STATE OF COLORADQ } ) ss: COUNTY OF EAGLE ) The fo�•egoing instrument was acl:nowledge�,, before m this � day of A.,�'► �-r•.,(��-,t , 2041�, by �e r� '��n.� Z. as �r�'S�c�>r f t�"Gta��- �'� C of The �Tail Coi�Qration, d/bJa Vail Associates, Inc., a Colorado corporation. WITNESS my hand and official seal. My commissian expires: � �� ` � �/ � � Notaty Public �v��v�N� .�...., y ��'��a�r'' � �"�'*'�,�' �' � ��,�� : = �� : �� .c� .�, � � � ��„��"��r �j�, e�a� �� I :t�,,��,,,, � , � ..,� t's�i�it��.��,. �,,-:�,: �... ,,. . ;,� n�•,y f,} ;�t•�._��- . ;�H�,�,�; �i �� Ua�r. �•�''�i� OY'1�._..___._...� 8698f43 RCFISFI � i , ; EXHIBIT A } Legal Description of Dominant Estate � Lot 1, Block I, Vail/Lionshead, Tlurd Filing, according to the recorded plat thereof, County of Eagle, State of Colorado, except those portions conveyed in Deeds recorded November 3, 1972, in Book 226 at Page 32 and recorded July 11, 1983 in Book 363, at Page 341. 884614.3 RCFISH ��l I ! i . 4 .. ! , EXHIBIT B ' Descriptian af Servient Estate The real property conveyed to the Town of Vail by deed recorded in the real property records for Eagle County, Colorado, on Juiy 11, 1983, in Book 363, at Page 341. , 88981a3 RCFISH U—� � ��.�'.. i 1 I i EXHIBIT C Depiction of Access Drive (See#he attached) I�I 889814.3 RCFISH v�� T�gOPD _ 9d1�N � l � , � � � \ .� �' :: �� ' "._ � j��T� f... i � +� � .. . ! .O� : �� tl �� ' �' ' i .�i8�� i -� ' ,.,�.,�: .-' ,.-1 I�;,<., ; . m� - _ „ = °`' - � ' \��f ''`�� ' �� N � .�� .. .. -4 � .� 1 %!�~ \ S �`1 // t1• �� _ .^' � �:�� .. � VV� /.� �l L M - �` .... �'�1 i I � � . , � ,�. 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'I � R II , � ��y��'( �: OMwk JE6 )'.'� i �.� .�� ` {�'IaJ��"�� : , �; , . - i 1. i � i... f II .::. . _' ' . . - . •� �� " PIIGVFQMAI( t` - �.___._.�1------� ,. �:, , � ----� , m ��e 1 , w if � �'1. f � '�. - L �`_ 8 � ` ..� wic �o�anam � � �. . 1 �' � �� y�� f _ . RlWaon! i 1;�� t, , .. � �� -� -'_____ --�-�_ 6/4v.'^�Y� � z, ` �n l 1i . J � � I 1I �.� _ __�_- __� _ _J "____" ' - � � a If -':� :'. .-` . . K� �� I �. ) �� .�� -��f ' w��` ' . . . � `{. M I �� 0 O[MCJafCLIVNC � � -_�� 1� "`. l . �..� . . �,],�,�i�� (. . �u Y�=. t' I , . .� ' " \ ' �. NnmO�Ytp I � � r -. ,� . --._. - . e � � . i ' 1� .'. 1 .... ._.. . .i r��..y .., '`;'., ` ' �, r ' j� :'1 _..._ ._..__ _._._ .�"',. , '..,.:nr �� . .�-' � �� . . . .,, . vC�Ml�rts�er 0 � � . _ __ ..-.- --. _. _. .. . .. . . , ' �� "�.,. � sKir nrte: oXMMG� Gf1AP1AdU Gl/�t1 CRpPHfC SCALE Ywi•P-m anrFrMUeeee ...�, C 1 .03 ERGLt �uvni r, �u G rU��y�.t�1 TEAK J SIf10NTON 0�re�r�ees pgs� 20 12�0S�29PTt REC� $106.00 06C� $ _ �° � � :=a � � , T � �. SHIER DROP-OFT EASEMENT AGRE�MEN THIS SKIER DROP-OFF EASEMENT AGREEMENT (this "Agreement") is made by and between THE VAIL CORPORATION d/b/a VAIL ASSOCIATES, INC., a Colorado corporation {"VAI"), whose street address is 390 Interlocken Crescent, Suite 1000, Braomfield, Colorado 8Q021, and the TOWN OF VAIL, a municipal corporation duly organized and existing under and by virtue of the laws of the State of Colorado (the "Town"), whose street add�•ess is 75 South Frontage Road, Vail, Colorado 81657. A. The Town and VAI, along with the Vail Reinvestment Authority,.are parties to that ceitain Core Site Development Agreement dated November 8, 2004, and recorded in the real property records for Eagle County, Calorado (the "Records"), on November 21, 2005, at Reception No.937604 {the "Original Development Agreement"), as modified by an Amendrnent to Core Site Development Agreement dated 3uly 19, 2005 (the "First Amendment"), made among the same parties, and recorded in the Records on November 21, 2005, at Reception No. 937505, and as further modified by that certain Second Amendment to Core Site Development Agreement dated as of December 21, 2007 (the "Second Amendment") (as so amended,the "Development Agreement"). B. Initially capitalized terms used but not defined in or by other reference under tllis Agreenient shall have the meanings ascribed to them under the terms of the Development Agreernent. The Core Site Project is referred to in this Agreement as the "Arrahelle Project." C. VAI is the owner of certain real property in Vail, Colorado, adjacent to #he Arrabeile Project, which is commoniy known as the "Narth Day Lot," and which is iegally described on the attached Exhibit A ("North Day Lot"). VAI has completed the initiai construction of the Skier Drop-Off Area in accordance with the Second Amendment, which Skier Drop-Off Area contains 9 parking spaces and is naw in operational, functioning condition. Development of the balance of the North Day Lot has not yet commenced. D. The Town has given requisite developinent plan approvals for developiug the North Day Lat as a multi-family residential project with employee housing units, together with site and other ancillary or relate�i improvements. Such approvals were rendered by the Town's Planning and Environmentai Cammission on February 9, 2009 (with modified coliditions adopted by Town Council an March 3, 2009}, and by the Town's Design Review Board on February 18, 2009. Such approved development plans, together with any madifications or supplements thereto given requisite Town approvals, are sometimes referred to hereinafter as the "Approved Developmen# Plans," and the improvements developed from time #o time on the North Day Lot are sometimes referred to hereinafter as the "North Day Project." The Approved Development Plans provide for a relocation of the Skier Drop-Off Area. E. The Town and VAI have entered into this Agreeinent in furtherance of implementing the use of the Skier Drop-Off Area for its intended purposes, and of integrating such use with the future North Day Lot development. Atter recordin�oleaze retum 10: Getry Amold P.O.Box 959—UC S87 Avon,Calorado 81620 • � i - . NOW, THEREFORE, in consideration of the above premises, and other good and valuahle consideration, the receipt and sufficiency of which are hereby acknowledged, the Town and VAI hereby agree as follows: 1. Grant of Easement. ' (a) Skier Dron-Off Easement. Subject to the terms and limitations set forth hereinafter in this Agreemen#, VAI hereby grants the Tawn an easement over, ac�•oss, upon and through the Servient Estate (defined below} {the "Easennent") for the following purposes: (i) to use the Skier Drop-Off Area for the "Drop-Off Use" (defined below); {ii)for passenger vehicles engaged in the Drop-Off Use to emplay the vehicular access ways within the North Day Lot as necessary for purposes of ingress and egress to and from the Skier Drop-Off Area; (iii) for Recreational Users (defined below) engaged in the Drop-Off Use to employ the pedestrian walkways within the North Day Lot as necessary for purposes of pedestrian ingress and egress between the Skier Drop-Off A.rea and the easterly boundary of the North Day Lot; and (iv) for certain maintenance functions as set forth in paragraph 6 below. Those vehicular access ways are sometimes referred to hereinafter as the "Vehicular Ways," and those pedestrian walkways are sometimes referred to hereinafter as the "Pedestrian Ways." The "Servient Estate," as that term is used herein, shall mean the Skier Drop-Off A.rea, Vehicular Ways, and Pedestrian Ways, which are initially established by their present existing conf'iguration depicted on Exhibit B attached hereto. The Servient Estate will be subject to adjustment as hereinafter set forth. (b} Drop-Off Use. The"Drop-Off Use" shall mean the short-term loading and unloading of Vail Mountain skiers, snowboarders and users of other Vail Mountain recreational resources ("Recreational Users") by private passenger vehicles during the Vail Mountain sici season (i.e., the season annually during which skiing/snowbaarding and related ski lift transport are offered to the public as a commercial operation) far the periods when the ski lift is in operation (the "Reserved Hours") (i.e. generally between the hours of 7:00 AM to 7:00 PIv�. As part of the North Day Project, VAI will cause signage to be posted in the Skier Drop-Off Area disclosing the Reserved Hours for the Drop-0ffUse, in compliance with the applicable provisions of the Vail Town Code. (c) No Use Durin� Construction. The Drop-Off Use may not be used and the Easement and its enjoyment will be suspended commencing on April l, 2010 and continuing until the first day of the 2011-2012 Vail Mountain ski season. (d) Sub-surface and Air Ri�hts. The Servient Estate and the enjoyment of the Easemen# shall be limited ta the surface af the areas comprising the Servient Estate from time to time, and VAI reserves and shall have all rights, on an exclusive basis,to develop, improve, occupy, use and enjoy (i} all subterranean areas underlying or praximate to the Servient Estate (provided that the Servient Estate will not be deprived of the subjacent and iateral support necessary for the ordinary use and enjoyment of the Easement), and (ii)a[1 air space overlying the Servient Estate that is above the height necessary to accommodate the Easement use (and any above-surface impravements given the requisite governmentai approvals of the Town shall be deemed to fall within this clause(ii)). In 2 . • � connection with VAI's exercise of rights under this paragraph 1(d), after the coinmenceinent of the 2411-2012 Vail Mountain ski season (while skiing/snowboarding and related lift transportation is offered to the public), except as may be necessary for short term maintenance or other bona fide puzposes, tlie Drop-Off Use shall not be suspended by VAI during the Vail Mountain ski-season. After the commencement of the 2011-2012 Vail Mountain ski season and before undertaking any developments or improvements to the Servient Estate during the Vail Mountain ski-season pursuant to tl�is paragraph 1(d) that would suspend the Drop-Off Use, VAI will provide the Town with at least ten (10) days prior written notice and VAI will ohtain any pertnits required to be obtained under the Vail Town Code for the applicable work. Notwithstanding anything in this Agreement to the contrary, if any need arises for repairs or replacements to the Serviei�t Esta#e that presents an imminent safety risk and emergency because of a dangerous condition, then VAI may suspend the Drop-Off Use and complete the pertinent repairs without providing ten (10) days prior written notice to the Town; provided, however, VAI agrees to provide written notice to the Town of the suspension of the Drop-Off Use as soon as reasonably practicable. 2. Non-Exclusive Use. The Easement shall he non-exclusive, and VAI, for itself and its successors in interest in and to the North Day Lot, ex�ressly reserves the right to the use and enjoyment of the Servient Estate for any and all purposes that are not materially inconsistent with the use and enjoyment of the Easement by mernbers of the public far the Drop-Off Use. 3. Development. (a} Relocation of Skier Drop-Off Area. In cannection with any development of the North Day Project,the Servient Estate or portions thereof may be relacated by VAI consistently with the Approved Development Plans (the relocated Servient Estate being generally depicted on Exhibit C attached hereto). The Servient Estate as relocated will continue to incorporate and serve nine (9} parking spaces for tlie Drop-Off Use. The Servient Estate shall be deemed re-defined by any such relocation when the appiicable work is completed and shall be memorialized in accardance with paragraph 5 below. (b) Town Propeirtv Access Wav. The Town is to grant to VAI, pursuant to a separate agreement, an easement to construct, maintain, replace and repair an access way within the Town Property (defined below), and to operate, use and enjoy tha# access way for vehicular and pedestrian ingress and egress (the "Town Property Access Way"). The parties mutually acknowledge and agree that the Town Property Access Way shall be subject to use for vehicular access for purpases of serving the enjayment of the Drop-Off Use within the Skier Drop-Off Area. The"Town Property" shall mean the site owned by the Town that is contiguous to the North Day Lot and is legally described and depicted on Exhibit D hereto. 4. Fronta�e Road Access. (a} Town Work Easement. VAI hereby further grants the Town an easement over the applicable portions of the Noi-th Day Lot (the "Town Work EasemenY') to construct, as a Vehicular Way within the Servient Estate and for use as part of the 3 . , . Easement, a snow-melted vehicular drive that is accessed from Frontage Road and that is generally located within the North Day Lot and the Town Property as depicted on Exhibit E at#ached hereto (the "Frontage Road Access"). If and when the Frontage Road Access is initially constructed and completed, the Town Work Easement wiil terminate and be of no further force or effect. (b) Confi�uration of Access. The configuration of and improvement specifications for the Frontage Road Access must be compatible with the final configuration of the Skier Drop-Off Area and the other elements of the North Day Project as determined by VAI in its ordinary business judgment. The plans and specifications for the Frantage Road Access and all site modifications and improvements pertaining or incidental thereto (the "Frontage Road Access Plans") shall be subject to the reasonabie approval of VAI in writing, prior to the commencement of the Frontage Road Work (defined below). The Town will be permitted and required to connect the snow-melt system wi#hin the Frontage Road Access to the boiler or other heat source for the snow- melt systems within the North Day Project (the "North Day Snow-Melt Source") in accordance with VAI's specifications. (c) Fronta�e Road Work. The Town shall cause the construction and installation work for the Frontage Road Access (the "Frontage Road Work") to be undertaken and completed in compliance with the final approved Frontage Road Access Plans, in a good and workmanlike manner, and in accordance with good standards and practices generaily prevaiiing in the construction industry. The Frontage Road Work will include, as applicable, restorations, replacements and/or reconfigurations of any North Day Lot improvements affected by the Frontage Road Access. The Town agrees that the construction af the Frontage Road Access shall not prevent access to the North Day Project or urueasonably interfere with any construcrion or development on or use or enjoyment of the Noi�th Day Lot or cause any damage on the North Day Lot (including, without limitation, any impairment of subjacent or lateral suppoi�t). Prior to the commencement of any Frontage Road Work: (i) tlie Town and VAI will agree upon the construction schedule (including construction hours and times) and the location,physical scope and required safety measures for the Frontage Road Work during the construction process; and (ii) the Town shail furnish to VAI copies of all requisite permits and approvals from CDOT aufhorizing the related curb cut and other access improvements and permitting ingress and egress to and from Frontage Road. Upan the completion of any Frontage Road Work or any expiration of the Town Work Easement, the Town at its sole expense shall vacate and cause its agents and contractors to vacate the North Day Lot, remove any related debris, materials and equipment, and shall restore any affected areas within the North Day Lot (or promptly reimburse VAI for any costs and e�penses associated with any such restoration undertaken by VA.I). (d} Costs. The construction and installation of the Frontage Road Access {including all restorations and repairs) shall be undertaken solely at the Town's ehpeuse, and the Town shail bear and pay all costs and expenses incui�ed in connection therewith, it being agreed that VAI will not have any obligation to undertake any such construction or installation or to bear any such costs or expenses; provided, however, that VAI, at its sole expense and in accordance with the Approved Development Plans, will undertake 4 � � i � • � r . the removal and relocation of any trash storage facilities/iinprovements which are within the Frontage Road Access. VAI does not and wiil not have aiiy obiigation to furnish improvements to public ways or areas in connection with the North Day Project except to the extent specifically con#ained in the Approved Development Plans. (e} No Liabilit�for VAI. The Town agrees tha# VAI shall not have any liability to the Town or any othez• person, party or entity for or on account of injury to persons or property, or any other liability, loss, or damage, or any claim related thereto, arising from the use and enjoyment of or in connection with the Town Work Easement, and any such Iiability is hereby waived to the fullest extent permitted by Iaw. (f} Supplement and Access. If any Frontage Road Access is established, then {i) an access easement will be memorialized as part of the Servient Estate with a supplement in accordance with paragraph 5 below; and (ii) the Town will grant to VAI, pursuant to a separate agreement, an access easement adjacent to the Frontage Road Access within the Town Property to use and enjoy that access way for vehicular and pedestrian ingress and egress. 5. Further Record Description of Servient Estate. VAI will prepare a supplement for this Agreement to establish a revised depiction of the Servient Estate to reflect its xeiocation pursuant to the Approved Development Plans and based on as-built conditions (the "Relocation Supplement"). The Relocation Supplement, and any related legal description supplements, will be mutually executed by VAI and the Town and will be recorded in the Records. 6. Maintenance. (a) Skier Drop-Off Area. VAI, at its soie cost and expense, will maintain the Skier Drop-Off Area, the Vehicular Ways, Pedestrian Ways and all improvements located thereon and therein (including snaw-melt systems and excluding the Frontage Road Access, if any} in good condition and repair, ordinary wear and tear excepted, and will bear all operating costs arising in connection with the Skier Drop-Off Area and all uses and functions therein, including utilities costs for lighting and snow-melt operations. During the term of the Easement, VAI shall operate the snowmelt systems within the Servient Estate, to the extent of their capacities, in order to provide snow removal for the Servient Estate to an equivalent standard that the Town implements for its snowmelt systems within the Tract C pulalic pedestrian access areas adjoining the Servient Estate. This snawmelt aperation will cease at such time, if ever, as the Town discontinues tl�e operation of its public snowmelt systems within those Tract C areas; provided, h�welJer, VAI will continue to provide snow removal for the Skie�• Drap-�ff Area, the Vehicular Ways, Pedestrian Ways, at its sole cost, in accordance with the Vail Town Code and the means and methods determined by VAI in its sole discretion. (b) Frontage Road Access. The Town, at its soie cost and expense, will maintain any Frontage Road Access and all impravements located thereon and thei•ein (including snow-melt systems) in good condition and repair, ordinary wear and tear excepted, and wili bear all operating costs arising in cannection with any Frontage Road Access and all uses and functions therein, including utilities costs for lighting and snow- 5 melt operations. The Town will furnish separate inetering or sub-metering far any F'rontage Road Access. The Town will also share in maintenance, repair and replacement costs incurred by or through VAI for the North Day Snow-Melt Source, and related delivery systems, hased on reiative utilities consumption for snow-melt operatians of any Frontage Road Access (with the Town's share to be payabie within thirty (30) da}�s after demand from time to time}. (c) Vehicular Ways and Pedestrian Wavs. The Town will further provide or promptly reimburse VAI for the costs of repairs to the Vehicular Ways and Pedestrian Ways to the extent any damage or wear and tear thereto (other than ordinary wear and tear) arises in connection with the use of the Town Work Easement. (d) Interim Snow-Plowin�. VAI will furnish snow-plowing for the Servient Estate in the ordinary course of business unless and until the Servient Estate incorporates a snow-melt system. (e) Off-Site Maintenance. Except for the maintenance of the Town Pi•opertp Access Way, the Town will maintain all improvements located adjacent ta but outside the boundaries of the Narth Day Lot, including snow-melt systems (collectiveIy, the "Off- Site Improvements") in good condition and repair, ordinary wear and tear excepted, and will bear all operating costs arising in connection with the Off-Site Improvements and all uses and functions of such Off-Site Improvements, including utilities costs for lighting and snow-melt operations. (fl Access for Maintenance. The Town, as part of the Easement, may con�e upon the Servient Estate and other poi�ions of#he North Day Lot as reasonably necessary for the Town's performance af its maintenance obligations under this paragraph 6, provided that any such entry shatl not cause any interference with the use of or damage to other portions of the North Day Lot. (g) Mechanic's Liens. In connection with any maintenance or other work undertaken by ar through the Town (including, without limitation, any Frontage Road Work under paragraph 4 above), the Town shall not cause, suffer or permit any mechanic's, materialmen's or other liens to attach to or be recorded against the Servient Esta#e or the North Day Lot or any payment claims to be made against VAI. In the event a�iy such lien claim is recarded, the Town at its expense shall promptly cause its removal and release of record or promptiy reimburse VAI (after demand) for VAI's costs and expenses incurred in securing the lien reiease. 7. Liability Insurance. The Town and VAI at all times will maintain in full force and effect, adequate general commercial or general comprehensive liability insurance providing coverage against all claims for personal inju�y, death or property damage occurring up�n, in or about the Servient Estate or arising in connection with the use and enjoyment of the Easement or Town Work Easement. Each party's insurance shatl be primary and non-contributory to any insurance held by the other party with respect to any events ar loss arising by, #hrough or under the first party. 6 . • , 8. Skier Drou-Off Requirements. The Town acknowledges and agrees that by virtue of the construction of the existing Skier Drop-Off Area, Vehicular Ways and Pedestrian Ways, and the making of this Agreement, VAI has satisfied the requirements and obligations arising under the Second Ainendment to provide paving and other improvements for the Skier Drop-Off Area, and further reconfrms, as set forth in the Second Amendment, that the requirements to inco�pora#e skier drop-off within the approved plans for the North Day Lot Project have been satisfied. Upon the recordation of this Agreement in the Records, the Letter of Credit and the Easement (as those terms are defined in the Second Amendment) shall be returned and released to VAI, along with such related documentation as the issuer of the Letter of Credit may require, and the Town shall have no interest therein. 9. Successors and Assigns. The rights and any obli�ations of VAI hereunder shall ilin with the land and shall be binding upon and inure to the benefit of the ownership of the Servieni Estate, with such rights to also benefit the awnership of other portions of the North Day Lot as applicable, with each owner to be liable only for such obligations that acctue duri�ig the ownership period of such successor owner. The Town may not transfer ar assign the Easement or Town Work Easement, without the prior written consent of VAI, which is not to be ui�reasonably withheld. Notwithstanding the foregoing, following the approval of the Frontage Road Access Plans in accordance with paragraph 4 and subject to the terms and conditions of this Agreement, the Town may au#hai7ze its contractors to pei�form the Frontage Road Work without VAI's consent. The Town will provide VAI with written notice of any such authorization at least ten (10) days prior to commencement of any Frontage Road Work by the Town's contractors. 10. Amendment, The Easement and this Agreement may be terminated, amended or modified by further recorded instrumen# mutually executed by VAI and the Town, notwithstanding tha# the Drop-Off Use under the Easement is a pubIic benefit, and the Town shall have and retain all right, pawer and authori#y ta make any such termination, amendment ar modification as the Town may determine to be appropriate. 11. Remedies. VAI and the Town shaIl each have any remedies referenced herein or availabie at law or equity to enforce their respective rights and interests and the obligations of the other pariy under this Agreement, and all such remedies shall be cumulative with and non- exclusive of one another; no exercise of any one remedy shall constitute an election to the bar of the exercise of any other remedy. I2. Notices. All notices required under this Agreement shall either be (a) hand deiivered, (b) given by certified mail, return receipt requested, directed to the name and address set forth below, (c) given by overnight courier directed to the name and address set forth below, or (iv) sent by facsimile transmission to the applicable facsimile numbers set forth below. All notices so given shall be considered effective {i} if hand delivered, when received, (ii) if by certified mail, three (3) calendar days after deposit, certified mail postage prepaid, witli the United States Postal Service, (iii) if by overnight courier, one (1) business day after deposit with an overnight courier, with delivery charges prepaid, or (iv} if by facsimile transmassion, upon receipt of a machine-generated conf rmation of a successful transmission of alI pages. Any party hereto may change the address or facsimile number to which future notices shall be sent by 7 . natice given in accordance with this paragraph 12. A "business" day shatl mean any day other than a Saturday, a Sunday, or any holiday on which U.S. Mail service is not provided. If to the Town: Town of Vail 75 South Frontage Road Vail, Colorado 81657 Attention; Director of Pubiic Works Facsimile No.: {970}479-2166 With a copv to: Town of Vaii 75 South Frontage Road Vail, Colorado 81657 Attention: Town Attorney Facsimile No.: (970) 479-2157 If to VAI: The Vail Corporation d/b/a Vail Associates, Inc. 390 Interlocken Crescent, Suite 1000 Broomfield, Colorado 80021 Attention: Legal Department Facsimile No� {303)648-4787 VVith a copv to: Vail Resorts Management Company P.C3. Box 959 137 Benchmark Road Avon, Colorado 81620 Attention: Assistant General Counsel Facsimile No.: (970) 754-2555 13. Statutar�Protection. The members of the general public enjoying the Easement shall all constitu#e invited guests of the Town for purposes af C.R.S. § 33-41-103, and pursuani thereto and to the fullest ex#ent the Easement grant falls within the scope of C.R.S. § 33-41-103, VAI and Town mutualiy intend and agree that the VAI shall have the fitll benefit and protection of the provisions of C.R.S. § 33-41-103 in relation to the Drop-Off Use and the Easement. VAI specifically acknowledges and agrees that no charge shall be levied upon and no revenues shall be collected for the enjoyment of the Drop-Off Use or the Easement (provided that the foregoing will not limit the obligations of the Town hereunder or any obligations of pubiic users arising by operation of Iaw). References herein to C.R.S. § 33-41-143 shall be deemed to include any subsequent amendments thereto or successor provisions of law. 14. Governing Law• Miscelianeous. This Agreemer�t will be governed by and construed in accordance with the laws of the State of Colorado, without reference to conflicts af laws principles. Headings and captions contained herein are inserted as a matter of canvenience and for reference, and in no way define, limit, extend, or describe the scope of this Agreement or any provisions hereof. Where required for proper interpretation of this Agreement, words in singular shall include the plural and the mascuiine gender shall include the neuter and the feininine, and vice versa. The terms "include" and "including" shall each be construed as if followed by the phrase "without being limited to" whether or not so stated. This Agreement may 8 I , • , be executed in counterparts, each of which will constitute an original, and which together will constitute one and the same agreement. 15. Entire Agreement. This Agreement sets forth the entire agreetnent and understanding of the parties wi#h respect to the subject matter hereof, and any prior or extrinsic � agreements or understandings with respect to the subject matter hereof, whether oral or written, are superseded hereby. . 16. Severability. If any provision af this Agreement as applied to partictilar cucums�ances shall be illegat and unenfarceable, such illegality and unenforceability shall not affect the enforceability of any other pravisions of this Agreement, or the affected provision as applied to circumstances for which it is enforceable, it being intended that all provisions of this Agreement be valid and enforceable to the fullest extent legally permissible, Any provision suffering from such illegality or unenforceability shall be deemed replaced with a substitute provision which as closely as legally possible reflects the substantive content and intended effect of the illegai or unenforceable provision. 17. Immuni . VAI acknowledges that the Town is relying on, and does not waive or intend to waive by any provision of this Agreement, the monetary limitations or any other rights, immunities, and protections provided by the Colorado Governmental Immunity Act, C.R.S. § 24-10-101,et se . 18. Recordin�. This Agreement will be recorded in the Records. 19. Contin�encv; No Debt. Pursuant to Article X, § 20 of the Colorado Cons#itutioxi, the Town's financial obiigations under this Agreement are specifically contingent upon annual appropriation of funds sufficient to perform such obligation. This Agreement shall never constitute a multi-yeai debt or financial obligation of the Town within any statutory or constitutional provision. [Bal�rnce of pnge i�rtentionally lef1 blmikJ 9 � . , IN WITNESS WHEREOF, VAI and the Town have made this Skier Dro�-Off'Easement � Agreement as of the�' day of_~�� _, 2009. �TAI: , THE VAIL CORPQRATIOI�T, d/b/a VAIL ASSOCIATE5, INC., a Co(orado carpoi•ation � B � �� °L .__. }: __ Keith Fernandez, President and COO-VRDC STATE OF COLORADD ) � 5S. COUNTY OF EAGLE ) The foregoing instnunent was acknowledged before me this � day of , 2009, by Keith Fernandez as President and COO-VRDC af The ��ail Corporatio d/b/a Vail Associates, Inc., a Calorado corporation. Witness iny hand and c�fficial seal. My Coirunission ehpires: � °f �� -��/ �'�,°` A�UN � ,t��%�--z.----� .�.1;�'�TA��r'1'' �r...�4 9�•.�� Notary Pubtic .p Te o� ; —�-- . j7'otitlr�sigjzr�trar•e I�Iockfollot��s orz��ext J�ugeJ . ; • t � o ��A��.�a��o T •rs�os° a� coL I � :�p�rro�ed us tu Fonn: \'utt licsc�r�'t.c I{?rparhuctri ti�'; M1ame: ttI,A ANNAN !)ate:��"��L — �fl TOWN: TOWN OF VAIL, a municipal corporation duly orgauized and existin� under and b}r virtue af tl�e la«�s of the State of Colaradfl �Y� Stanley B. Zemler, Town A�Ianager ATTEST• } � OF ��,Q ./ .��se�r��w�o+o f� , �.-. • f f� _��1r1 , ..1/1''l.ltg'1��.,_.._ t •� . ��L . L ei D aldson, Town Clerk � : . . �C;••....•�`�p � ��.OR� STATE OF CC3LORADO } } 5S: GOUNTY OF EAGLE ) �. The foregoing instruiz�eiit was acknawledged Uefare me tl�is� 'day of , 2009, b}r Stanle}r B. Zernler as Town Manager af the Town af Vail, a municipal corporatio� duly argaizized and existing under and by virtue af the lav�+s of the State of Colnrado. WITNESS rny har�d and official seal. My coznmission expires: ��-�`''� �� • ..�,''��r�� NOtaT� PU �C Il EXHIBIT A Legal Description of North Day Lot Lot l, Block 1, VaiULionshead, Thud Filing, according to the recorded plat thereof, County af Eagle, State of Colorado, except those portions conveyed in Deeds recorded November 3, 1972, in Book 22b at Page 32 and recorded July 1 l, 1983 in Book 363, at Page 341. A-1 EXHIBIT B Depiction of Present Servient Estate (See the at�ached) i � B-1 � � � P.1TOV08UU71DWGlSider dtoy-ott park{ngN7�„[crlParYJng-E�ibhtlwg,3137�009 S 1:4225 AM,Oa6tvck . - EXHIBIT C General Depiction of Reiocated Skier Drop-Off Area {See the attached} C-1 GENERAL DEPICTiON OF RELOCATED � SKIER DR4P UFF AREA GJ��}.7�1, *Ca � . .:: �_� �^� ' � �•� : r r ,, .3"..;��:; p_ `^r � ... .::��p�. r,� _. . ._,- — - _. �;�, '• -�' . �� .. � ' . . ^ • �; ��••-,.__.-.� �-` �.��i�. U:' . " .,_,•:-• Y. � • *x�. `_.:. � � �� . - � , - . " _ •1;'S; .�-f`"=� ��..'�4`.: �� `1- !� ��w�M :�: , . . ..l+�z" _, .. ._ " ; `q+\ 1 r �In ,1�. . ^. - . ::.. _ .. _�,. ..i. i: a, L� l A . ' . . . a �' n� _w _ � __... 'h: . . � , ,• .. .. ._ ' ...`-fr,�� % m!$�•i1 _Q^ � _ . -^r ` w `„�...1 .V ' �i. +e,�-°'�i��' •.o , . ''"i,1—_.�• , ' _ , ...-•� :_ "� !i-.^ •� �� . / I��P O . . ... • • r i X . , .<'1.^' `��~ ! yr �.� � r.'i ..e�. "��_•• � `,r j` a.��w'r� � '..',�: 'm1�N . ... .. . . �,1 ,i ..y ..�� ''�; � �I� • _ _., f � '� �i^i ."+`.Yp• Q� .. r _ � _� - - ' ."l- �+ "'i :��.'� .. ' - • • �� • � �n. \"i` "' -�•'� _ . rr. ��l � . . �._ ' +r �...^;•••`, �..- :.. ,.Y.j: � ' - � iiC^�G�:::i)7J�::�,�i:,i!� t .,, , . • . � • ' BR4Pb`SED'f2ELOCI�TED. ''r':�it'.� /��'�'' `? 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'A. 0 �• : [ 1 �• � . �{ �. ��l' _ = ' ��. 0 : ,�: �'_ • � �,�'\S. _. i^�7'�., -".`_%�! �i"' . �r��5;;"-y:N . • Q��4O@o p , .... . _ ._. >:�,n1 . ��! :� 3�. t: 1 ' . - :: '� 10� ��ti.. •..� i 1� . � e�..... . � .. �O • o0 . O� . . . . 4 6 .. • . ' . . .. 00'001. n � o� �::�t-+�il:.,_.;.:. r..:.�'.:. ...� ��" x� ' � �;= f� . . ; 5„�yia�' .�� y.¢$'� Y" --•--l�;r""''-3'.." .�. _.. . ( 1'< 1 � a,J� �.'u 's�� ^C6�3J%r �1 ��` .Y. - ` � . �' ` "'� � .. . .0' I +��J l -'��y 1,�w . o � �-_.:xn" F `' ��-..•�--z-.� �, v,.�Y's , .�\ ' � �� b �/ �• " i ` +y�y'' � � � . . ��• . � ��, '� • �r Y__." ✓ :'" - - Y ' . ' : . ' . �•� ;•� �� -�. ��"'��_ _� �=.:g,�-'��,:=---_.�_��-_---``�.'�.--�.. = ' � �� ... . ^� . _ ._ . .. ... .. . .�� 9{ _'--�^�'�' �-�---,�,= __ �.'""l.�•.�s-1� ��•F..a-;..• � ..�.ni.�:=a• .=---'�i`` • J GRAPHIC SCALE : , ': �L �s �;� '� � � :. 1�--� ^""' PftOPQSED•REI:OCAT�D � - _,}.�:."' i �' 'tj.�.�:.�i�.._� �`...-._ '.:• :: .. ."PEDESTRiAiV W,4Y5" ;.� ' '�. �--�----u m `n' ..,:� PROPOSEO RELOEATED`� .�`�;%,Nj7MARKC�H��. . :'•� �� _-� n� � % u� ._ f . "SKIER DROP-OFF-AREA" �,'„ ,��^ . (a+rzcr}t o°'�� . . '.' y �. �,.'.:.., .. . „.::'.: '�.�......,:r•. .� •..:: .. i. . . �.. . . . .... .... . ��..:::::�� ' .....•; :..,�,- .,.... .. . :',',�:�.;.',:. 1 1nP4� 4 P�TOV080071dwgN�kistenNOl-Acoc:aExhlbltdvrg,416l2009 9:52:57 Ahf,ba0cvck � �� +-�S:M1 � '1 T1}� �i�y i ��+i:r;. �c � '},;,• ;M�.C".�.;�iG �\� �•r Ne.r�jl T- 1`4 i;yr �`� 1 \�' -"�� y• .� k .;�?r'^�� t, /?X ��t�t�. � :��t`, ` � ;'''3 . �'��' � ar�ss ccart c.o,ooz a� oA W�ow�oo Otw2 4 O�� 1'Nt(9T0J 936w17l0 4-6-09 ..__._._. ... . ., . EXHIBIT D Town Property The real property conveyed to the Town of Vail by deed recorded in tl�e reai property reco�•ds for Eagle County, Colorado, on July 11, 1983,in Book 363, at Page 341. D-1 L� J�'��^ ��i r, r �o s M �i i°� � y�� / N� ��'�l° �'s"'^ ° r i^� ^�'` �±. � �� ' %.•' 'J �;,��' rr r-• - • �=': . . . �-„�.� ,�. ' ¢ �, `'Y.•I \ � r ��i41•��<�.. �,, � • 'G ,�� o"a oc �t i �� . � ` � ',' �l�a„ 1 i? Oj � �i • � i r �C o �; � .;. NC�RTH DAY L�T TOWN PROPEATY EXHIBIT 'D' � ��='�— - �, /�N� ^ w „� . � •a a . r` . .. y .. ^ � ' ~ 'r�','R .._ �- � ' -s°,",' ; -ft . -- � :.�` .- � .�-.::�\�� ■ so��°rnA�R��'° , . . � • � � i•- .. .91i.• � ! '�• ��\ s.i.rs�' �.,. ' z"� � rt-as�aar q • i�+rosr ,..�'�!~ ' 1. � ' . a-�m�''.ad�� r� 44 �`$7 1� O . ' . aax�si � n . 1 '74�9i• � . G� � . �r.aw� . . .... ..n- T�/' r.» � ��,:.±--� �.. . ' �/�' . • �» • • --. .- '.'i � � ��u' �/"~ - . . ' •"..-.. r �� / 01'RSM'•i�l ✓y. . ' 4�' . • . . ��«_ -� _..� �p7JG, ;� , 3'�. i �� .!�. r,. .. --" ' � i�� .. . ,;�,-�;:� � ,_ =- � 4 j r•:.- .�•,:; �� ; ��. ,��a�'`_ - . ,' ^�g� I�.r . � � t � � ;�g$s�t: �� . t e-= i � . � . �� :��: _ ... �� i • �' tl ��I �Ji � 1.. t�.� -els \ ' � �. . �y_. � � , ` �,.� F � ��\ .:�. -�-r_�----i + ••,0 . t }�� ---�:-.""'"""'�.��-`��a.�-� � i �x' .:i?E�x:�: �� •� r--..-�r---i i .�• .��: `ti'.`:.4' ;�. _.,: �� t � •� �.� 1: i mi_ t ' 4 ' � -..��" "�' - ;�J � . a:. � � � x :.:'_;:��::�:�.::;_- . .�� , i �.' p PART OF LOT 1 1 t � � �-.�.'� • moa, ' L_Nas'SStizE�� E b-�- • . ��09 rc� so.00• r� ,:� ;{�..,.... �vautxa sKUa mu�n runc� � `� i 6. ' NOOF t]l.�AGC OYJ) ` �`,,� T ' . S .� � ^fr�r'J'. �f•�� y �r�y r. VNL WNI ` ��1 'h �.�.r.--��\ . �� ..-..`�.'�` :-,�4 . `�,�w.Y•��.� +�'- \� S :� :,,, '� .... : - fL, ;'.°'::t .:•:--•--' �''�"'_r. ' �. '- t .t'� f �N: }°d ..��.�-+^�'' F, 1 ,: ��.^�l'�_�,�'•�.�....��1:.�+'��_�.:ir' d �� • _ . . i�Y�Y,I Q. `\� i IM' .t\;. - :^�+`'"`._ :::,:�, n.%__'• �'—-^,,,,�^.�'--_....--•-� a..' . • �, , . �:tj{'•;� `�� l3n'� • � •. ::i7: ia, ��''._:.-t-�..� . . .. ' :�� \ � �";::: ��.�..----.^'—�'�`..°_ . . . - . �� ,i. \ �` 1 �. ��'ar. . . • . . =':J=S1�� r2.�� •4, p...'""1 }= .�.J�! '~�Y�t ` � � i Mt .. ..r. F�^-'J 1 I �._r„1 'n`^'^�-� 3 P�70vO8001VdwgWlastcrVJpl-ACCCSSExNtft.d�vg,4/6R009 859:27 AM,habcocic ;.GRAPHIC SCALE'. e �a u co � I�� (D7iCI) 1 lnah a 90 tt 5 ` �.-. �� ' EUwNN9 BV9riES4 CLUtER P.0.00x 97 4 [bNNto;CDloRtoo Lta32 9 (970)02fr377D !A%(97D)9SG-3390 � } EXHIBIT E General Depiction of Frontage Road Access (See the attached) E-1 , � NORTH DAY LOT � FRONTAGE RUAD ACCESS � EXHIBlT'E' . . _.+��n�'°� y . _.�^wr�„�� . �:: ; ::� .:..:..i: . �,.i�r.-��'` . • ' ...• ..• . .•�..' : . �l�^Iw �.��,;Mr• _ . • .. • . ; .. 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CONSTRIJCTION�ASEMENT AGI2EEM�NT �THIS CONSTRUCTIOItit EASEMENT AGREEMENT ("A�•eei��ent") is made as of the �� day of��.�a�,r�-�°�� .�>� , 200� by and behveen the TOWN OF VAIL, a rnunicip�l cflrporatiou duly organized and istiiig under and by virtue of the laws of tl�e State of Colorado (the"Town"), and THE VAIL CORPORATION, D/B/A VAIL ASSOCIATES, INC., a Coloi•ado carporation ("Vail Associates"). RECITALS: A. "�ail Associates is the ou�ner of certain real property known or refei-�•ed to as the "North Day Lofi" and legally described on Exhibit A attached hereto and incorpoi•ated herein by this reference (the "Narth Day Lot"). �ail Associates intends to commence the development and construction on the Nortl� Day Lot af a multi-family residential project ta be c�i�lprised of employee housi��g units, tagether with a public skier drop-off facility, and other ancillary or related improve�nents, includin� site improveinents (collectively the "Noz•til Day ProjecY'). The Town has approved development plans for the I'�orth Day Project pursuant to actians taken by the TQwn's Planning and Environmental Commissiarl on Februar}�9,2009 (��rith modified conditions adopted by Town Cauncil on March 3, 2009), and by the Town's Desi�n Review Board on Febt�uary 18, 20Q9 (toge#her with any modifications ar supplemei�ts t}iereto given requisite Town appravals, and canstruction drawings and specifications approved in fiirtherance thereof, the "Development Plans"). B. The Town owns certain real property that adjoins the Noi�th Day Lot alang a partian of the Narth Day Lot's northerly boundary and tl�at is described on Exhibit B attached hereto and incorporated hereitj by this reference (the "Town Pat•cel"). The North Day Lot is further bounded on tlle west by tlle Towti's public right-of-way known as West Lionshead Circle, and on the east by a pi�biic �edestrian way also ow�led hy the Town and constitutiiig part of Tract C, Lionshead Sixth Filing, according to a reeorded plat thereof{"Tract C"). C. Pursuant to the Development Plans, �ail Associates is to tuidertal�e certain right-of-way and/or site im�rouements within portions of VJest Lionshead Circle and Tract C adjaining the North Day Lot, and also certain site iinprovements an t:}ie Tawn P�•cel {collectively the "Town Impraven�ents"}, to be undertaken iia material COIl�OP1111ty with the construetion staging plan a�praved by the Town in conjunction with its issuance of the bui(dizig permit for the North Day Project (the "Staging Plan"}. The Town Iinproven�ents will entail, aanong other things, the canstruction of a paved private access drive on the Town Parcel far vehicular and pedestri�n use that ��t�ill cannect to and serve the North Day Project and Na1�th Day Lot (the "Access Drive"), together with ceirtain site iinprovenients on the Town Parcel. T�7e Access Drive is depicted for illustrative pu�•poses on Exhibit C attached hereta and incor��ot•ated herein by this reference. In addition, the construction of the Noi-th Day Project niay ei3tail tlie use of the Town Parcel for starage, staging and marshalling activities iFi the ordinary course of the construction process and in �naterial conformity ��vitli the Stagit�g Pla�7 ("Construction Staging"). Those portions of the Town Parcel, West I�ionshead Circle and Tract C which under Alter rcrordine alease retunr to: � Gerry Arnold 884568.3 RCF[SH P.O.Bati 959-UC 5$7 Avon,Colorado &f 620 I the Staging Plan are reasonably necessary ar appropriate for undertaking the construction and ' instaIlation of Town Improvements and for the Construction Staging are sametimes referred to hereinafter coilectively as the"Construction Areas." D. Pursuant to the Development Plans, and o#herwise to accommodate the undertaking of the North Day Project and the Town Improvements, the Town, in accordance with the terms of this Agreement, has deterinined to grant Vail Associates a constiuction easement for undertaking the construction activities contemplated by the foregoing provisions, NOW, THEREFORE, in consideratian of the abave premises, and the mutual covenants and agreements set forth herein,the Town and Vaii Associates covenant and agree as follows: 1. Grant af Construction Easement; Term, (a) The Town hereby grants Vail Associates a temporary, non- exclusive easement upon, over and beneath the Construction Areas for the construction and installation of the Town Improvements and the conduct of Construction Staging (the "Easement"}. (b) The Easement,may be used and enjoyed by Vail Associates and its agents, employees, contractors, and designees (which may include any and alI affiliates of Vail Associates), and any other agents, contractors and invitees acling by, through or under any of them (collectively the "Permittees"). For purposes of this Agreement, the "affiliates" of Vail Associates shall mean any corporation or entity which, by virtue of direct or indirect majority ownership interests, is controlled by, controls or is under common control with Vail Associates (and the applicable affiliates wiil be third-party beneficiaries of those provisions hereunder which refer to them). (c) The Easement shall become effective upon the Town's issuance of a�iy grading permit or building permit for the North Day Praject, and shall have a term expiring (i) six (b) months after Vail Associates secures temporary certificate(s) of occupancy issued by the Town which authorize the occupancy, use and enjoyn�ent of all building improvements within the North Day Project, and the Town Improvements have been compieted in accordance with the Development Plans, or (ii} when Vail Assaciates at its election otherwise relinquishes its rights under the Easement by a written instivment to that effect executed by Vail Associates (which written instrument may be recorded if this Agreement is also recorded). However, the term shall also extend if and as necessary to permit the undertaking by, through or under Vail Associates of any applicable construction wai�ranty or guaranty work for any Town Improvements. Upon the expiration of the term, the Easement shall terminate, and the Town shall hold the Construction Areas free from the Easement. During the term of the Easement the Tawn will warrant and defend Vail Associates and the Permittees in the use and quiet enjoyment of the Easement and related possession of the Construction Areas, without interference by third-party claims or interests. Upon the termination of the Easement, either party, upon the request of the other, shall execute and deliver a recordable instrument confirming that such termination has occurred. 889588.7 RCf15H � ( ! 2. Conshvction Pracess. (a) The construction and installation process within the Construction Areas for the Town Improvements and the conduct of the Canstruction Staging are sometinies referred to hereinafter collectively as the "Construction," Vail Associates covenants that the Canstruction shall be undertaken in a good and workmanlike manner and in material conformity with the Development Plans, as applicable, and all appiicable legal construction requirements as applied and enforced hy the Town in accordance with the Town's generally prevailing regulations and practices. (b} Generaliy in connection with the Constniction, Vail Associates wiil institute good construction practices to avoid or minimize any resulting damage to any improvements or facilities within the Construction Areas. To the extent any such damage nonetheless occurs,Vail Associates will be responsible to restore the damaged or affected improvements or facilities to a good condition that is in conformity or consistent with the Development Plans. (c) The Town agrees to cooperate and consult reasonably with Vail Associates for purposes of ascertaining utility or other improvements and faciiities within the Construction Areas that could be damaged or affected by the Construction. 3. Non-Exclusive. The Easement shatl be non-exclusive to the extent that the Town may retain aI!rights to use the Cor►struction Areas that are materiatly consistent and do not materially interfere with the use and enjoyment af the Easement by Vail Associates and the Permittees. 4, Maintenance of Town Improvements• Mechanic's Liens. (a) Upon the completion of the Town Improvements (as the same are defined in this Agreement, and not in any other document or instrument), the Town will become responsible for their maintenance, repair and replacement, and Vail Associates will have no obligation in connectian therewith; provided, however, that the foregoing will not Iimit any applicable construction warranty obligations of Vail Associates for such Town Improvements that arise under the Vail Town Code; and provided further, that Vail Associates will be obligated for the maintenance of the Access Drive within the Town Parcel {those obligations to be governed by an Access Easement Agreement to be made between the parties on or about the time of the completion of the Access Drive}. (b) In connection with any maintenance or other work undertaken by or through Vail Associates, Vail Associates shall not cause, suffer or permit an5� mechanic's, materialmen's or other liens to attach to or be recorded against the Construction Areas or any payment claims to be made against the Town. in the event any such lien claim is recorded, Vail Associates at its expense shall promptly cause its removal and release of record, by bonding or otherwise, or promptly reimburse the Town (after demand}for the Town's costs and expenses incurred in securing the lien release. 5. Liabilitv Insurance. So long as the Easement remains in effect, Vaii Associates and the Town will maintain in full force and effect adequate general commercial or 8695863 RCFiSH � I general comprehensive liability insurance providing coverage against all claims for personal • injury, death or properiy damage occurring upon, in or about the Construction Areas or arising in connection with the use and enjoyment of the Easement. Each party's insurance shall be primaiy and non-cantributory with any insurance held by the other party with respect to any events of loss arising by, through or under the first party. 6. Notices. All notices or demands required or permitted under this Agreement shall either be (a} hand delivered, (b) given by certified mail, return receipt requested, d'u-ected to the name and address set forth below, (c) given by overnight courier directed to the name and address set forth below, or (d) sent by facsimile transmission to the applicable facsimile numbers set forth below. All norices so given shall be considered effective (i) if hand delivered, when xeceived, (ii)if by certified mail, three {3} calendar days aftcr deposit, certified maiI postage prepaid, with the United States Postal Service, (iii}if hy overnight courier, one (1) business day after deposit with an overnight courier, with delivery charges prepaid, or (iv} if by facsimile hansmission, upon receipt of a machine-generated confirmation of a successful transmission of all pages. Any party hereto may change the address or facsinlile number to which future notices shall be sent by notice given in accordance with this paragraph 6. Any notice may be given on behalf of a party by its legal counsel. A "business" day shall mean any day oiher than a Saturday, a Sunday, or any holiday on which U.S. Mail service is not provided. If to the Town: Town of Vail 75 South Frontage Road Vail, Colorado 81657 Attention: Director of Public Works Facsimile No.: (970) 479-2166 With a copy ta: Town af Vail 75 South Frontage Road Vail, Colorado 81657 Attention: Town Attorney Facsimile No.: (970) 479-2157 If to Vail Associates: The Vail Corporation d/b/a Vail Associates, Inc. 390 Interlocken Crescent, Suite 100� Broomfield, Colarado 8�021 Attention: Legal Department Facsimile No.; (303} 648-4787 With a copy to: Vail Resorts Management Coinpany P.O. Box 959 137 Benchmark Road Avon, Colorado 81620 Attention: Assistant Gene�•al Counsel Facsimile No.: (970) 754-2555 689568.3 RCFISH � 7. Runs with the Land. The Easement and the terms of this Agreement shall - touch and concern and run with the land as an appurtenant burden and benefit to the ownership of the Town Parcel and other Constiuction Areas. Similarly, the benefits of the Easement, and the other rights and obiigations of Vail Associates hereunder, shall run with the land as an appurtenant benefit and burden to the ownership of the North Day Lot, but each successor owner of the North Day Lot, including Vail Associates, shall be liable only for such obligations that accrue during the ownership period of the given owner. 8. Governing Law; Miscellaneous. This Agreement will be governed by and construed in accordance with the laws of the State of Colorado, wi#hout reference to conflicts af laws principles. Headings and captions cantained herein are inserted as a matter of convenience and for reference, and in no way define, limit, ex#end, ar describe the scope af t�us Agreement or any provisions hereof. Where required for proper interpretation of this Agreement, woids in singular shall include the plural and the masculine gender shall include the neuter and the feminine, and vice versa. The terms "include" and "including" shall each be construed as if followed by the phrase "without being limited to"whether or not so stated. 9. Entire Agreement. This Agreement sets forth the entire agreement and understanding of the parties with respect to the subject matter hereof, and any prior ar extrinsic agreements or understandings with respect to the subject matter hereof, whether oral ar written, ' are superceded hereby. 10. Severabilitv. If any provision of this Agreement as applied to particular circumstances shall be illegal and unenforceable, such illegality and unenforceability shall not affect the enforceahility of any other provisions of this Agreement, or the affected provisian as applied to circumstances for which it is enforceabie, it being intended that all provisions of this Agreement be valid and enforceable to the fuilest extent legally permissible. Any provision suffering from such illegality or unenforceability shall be deemed replaced with a substitute provision which as closely as legally possible reflects the substantive content and in#ended effect of the illegal or unenforceable provision. 11. Waiver and Amendment. In no even# shall any failure by Vail Associates or the Town to enforce any provision in this Agreement be deemed a waiver of the right to enforce such provision thereafter. This Agreement may be amended, and any provision hereof may be waived, only to the extent set forth in a written instrument executed by the party against whom enforcement of such amendment or waiver is sought. 12. Remedies. Vail Associates and the Town shall each have any remedies referenced herein or available at law or equity to enforce their respective rights and 'uiterests and the obligations of the other party under this Agreement, and all such remedies shall be cumulative with and non-exclusive of one another; no exercise of any one retnedy shall constitute an election to the bar of the exercise of any other remedy. 13. Recordation. This Agreement may be recorded in the real property records for Eagle County, Colorado, at the election and expense of Vail Associates. � 689588.3 RCFISN � I _ I4. Counterparts. This Agreement may be executed in counterparts, each of - which shatl constitute an original, and which together shall constitute one and the same agreement. [Balance of page intentionally left blank] 8695863 RCF[SH v ► IN WITNESS WHEREOF, the To�un and Vail Associates haye made this Coi�struction � Easement Agreement as of the day, month and year first above��rritten. TOV+�N OF VAIL, a n�unicipal corporatiQn duly organized and existing under and by virtue of the ��a�ld�'G laws of the State af Colorado . •.'9,s •' •f � . ; e � ��+�.i., : �, r Y� "+�, ap� Stanley . Zemler, Towm Manager ��R��ss°� ATTEST: � � , '� (� � , ��,�i,..�,__.___. B�: r� �.,�..�.�� '�"� � � �, o�� lei Donaldson, Town Clerk STATE�F CQLORADO ) ) ss: COUNTY OF EAGLE ) The foregoing instn�ment: was acknowledged before me tilis ( �S�� day af �,`�t,,��,�-- , 20�t�? by Stanley B, Zemler as Town Manager of the Town of �rail, a munieipal car oration duly organized and existing under and b5� �rii-tue of the laws of the State of Colorado. WITNESS my hand and official seal. My cominission eYpires: �:��- � _ � ,��tSlt 3t ta :1;r � �^""'� ��t��e ��Lt� � / �........--""-� c�l - .y�.w s., /� i_. ' _- .w d`�° •`'� "• � Nota"ry u 'c .wr .• �� ; .�'� ,��, ��; �� _.��._.�-�. _,�; � p. ��."4=: ``°�.' �Q'�[Si,�,i�a��ure/notary blocks ecrntinue on next page] .� � ,� �! w��Y�` . .��a��',`4``4��. ��'�1�°�� 'I,rt •�11I!tt!lttil5�� . �I BS9i881 RCFISH 1 I 4 THE VAIL CORPORATION, D/B/A VAiL ASSOCIATES, INC., a Co rado co�•poration . � By: ; , Name: �. `.�j'� �;��n� Title:'i�!`� 5.,`<.�...�- �'" CG c:� - cf/'L�� ,� STATE OF CC�LORAI7b. } },5S: COUNTY OF EAGLE ) The foregoing instrument was acl:nowledg_e,�d before me this day €�f ` ,��.rt �.'�.I � , 20�f�; by �ei-� � r't�'n,t.�' �- as � " r C�Cj �- �`('<'t.�C of The Vail Corporation, d/b/a�lail Ass�ciates,Inc., a Calorad� corporatioil. WITNESS my hand and official seal. My coinmissian ex�ires: l ` l'� �^ �. �� R , !^L 1/�.� ° Notary Public 4GUN�� f.'�,�°•t3�A`��1�,C,`�, tt�i:� `p� 2. ..�.-�- . a -� • �m@ `G;'4. s�,°��;UE3;a� Q��`> �'��OF C4�'� -_.._ A�i�tru�ed ac tn Fr�rm: ��'til�11��,y�h r.�.��I�r.�rnir�tr.r.! ,;,. � r �� ,, ��13j1 a� . ; ___.� I S&9588.3 RCF15H o EXHIBIT A r Legal Descriptian of North Day Lot Lot 1, Block l, Vail/Lionshead, Third Filing, accoz•ding to the recorded plat thereof, County of Eagle, State of Colorado, except those portions conveyed in Deeds recorded November 3, 1972, in Book 226 at Page 32 and recorded July 11, 1983 in Book 363, at Page 341. I . �� i I I 569586.3 RCFISH �� . EXHIBIT B � Description of Town Parcel The real property conveyed to the Town of Vail by deed recorded in the real property records for Eagle County, Colorado, on July 1 l, 1983, in Book 363, at Page 341. 8895683 ltCFtSH +�� . EXIIIBIT C � Illustra#ion of Access Drive (See the attached) 8845583 RCFlSH �'1 � "--`_•J !� /i�i l� , �� -� � �`�� AflttlIIECi�BI _ ' s�tt��tw�� A 1-i , �. �� U� Lr1 ".�I:�i1411 - . �{,.,�r.�l.l�MI.,+�},K :i: -_ " T ` _� '1° � � � , , � ' o'� �:, � �" :: � ��: - � .. � ' /�� i ��' I ' s ; �! 1 ! �ipi d`/,i � � - ,� ^+�� !�� f;� �C/4�.'� � ENGINEtRWL INC 1 � � I � ;....r— � i 1. �- . � . °�,u. . 7 �� _ � I^:� i'^� ` .. .Z �-� � i ,i ...-L�, .-,.d �. �� .. '; c .,. . . % _>- _.:�� / �..- ., _ �, • ,.- ::�. �:' `; .. ..., ~ '.. . .:.�..-- i.:_ p� �. '.�� : - .,. � � ' - 'i�! "_ ' .�....�.- .. ._ .-- . .. . . ,'T " ��- t,r I :. . . . . .. -� .. . � � _ . " .. � - � . .. -- . ^'' x � �:i=� .�'«"�` .. I,' '� '/�} t` . �� . .� . _ ��s-r � r r .�' /`i ,� i / ��,F .. � � � �� i � � '';�1 �` ,A i 44 ,'` . . 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' �� .'S` •._,� ��. � � m ouea¢me t i t y ��- , t � � .�rao�rtawuc I j �.1! � � _,' :_ : _e � _;k. +� I ws ,a�oamo 4 � O :lu+ I T �� a ' �} `:� _-___ - - --�- ,- `a,ia�►�n�c�' ��i x `` L �� _ _ �__ .._ , , � �, _ ---- --- --� :_- , e, , � � ��,. � { �i� . - . - . � � � :� . r'� ' o ozuiaumcruxe � � .�I , """"^--� '�, li " �`n 1 � `�� ; _ _ �r•.� 1 � - �o p r�w�ar�a � � � �� _ . _. .._ .:_`_ ,�;� , '.�.._i� ,;:.. . -`-- -.c=z: `..".... .. �" - � � . . t ' o ruutaer --..-. __.._. . . ., � ..,;,: � '..._ �' �� :: . ... t � . _ . _ . . .� . .. . . -��I . .. asu�orow � _ � s�cv nn.: rnrnmc a O�+nwWC WW GRAPNIC SCALE acvi:t••ou sNrsrwwen ,�,-m�, C1 .03 ._.....�..,.,�.v...,_ , , 03-31-2011 Inspection Request Reporting Page 1 $19 am Vail, CO=CitTpf Requested Inspect Date: Thursday, March 31, 2011 Inspection Area: JRM Site Address: 600 W LIONSHEAD CIR VAIL FIRST CHAIR, NORTH DAY LOT A/P/D Information Activity: 609-0321 Type: COMBLD Sub Type: NCOM Status: ISSUED Const Type: Occupancy: Use: VA Insp Area: JRM Owner: VAIL CORP Contractor: R.A. NELSON&ASSOCIATES, INC Phone: 970-949-5152 Description: NORTH DAY LOT DEVELOPMENT Reauested Inspectionlsl Item: 530 BLDG-Temp.C/O Requested Time: 09:30 AM Requestor: Phone: Comments: 471-0509 Assigned To: JMONDRAGON Entered By: MHAEBERLE K Action: Time Exp: � 3v� � � � � �4GL-, ,-� � � � �- S � „ ��3� �� Inspection Historv � Item: 501 PW-Access/Stagin�/Erosion Item: 10 BLDG-FOOTING * Approved"* 05/24/10 Inspector: Martin Action: NR NOT READY FOR INSPECTION Comment: 05/26/10 Inspector: cg Action: PA PARTIAL APPROVAL Comment: FODTINGS A5 NOTED ON PLANS 05/27/10 Inspector: cg Action: PA PARTIAL APPROVAL Comment: FODTINGS AT ELEVATIOR CORE AS NOTED ON PLANS 06/07/10 Inspector: Martin Action: PA PARTIAL APPROVAL Comment: Grid lines AO to 3.0 and J1.0 to 1.8 ILC of wall to be provided 09/22/10 Inspector: mdenney Action: PA PARTIAL APPROVAL Comment: bond beams in rooms 110, 109, 108 and 101. 10/11/10 Inspe� ctor: JRM Action: AP APPROVED Comment: BOND BEAM IN ELEC ROOM VERTS IN SOUTH MECH ROOM Item: 20 BLDG-Foundation/Steel "*Approved** 06/02/10 Inspector: CG Action: CR CORRECTION REQUIRED Comment: 1 ADD CORNER BARS AT TOP(4) BAR CLUSTER 2 ADD CORNER BARS AT OUTSIbE BOTTOM GRID 3� FINISH EMBED PLATES AND TOP (4) BAR CLUSTER 06/10/10 Inspector: CG Action: CR CORRECTION REQUIRED Comment: 1) COMPLETE ITEMS NOTED DURING INSPECTION. GROUND ENGINEERING TO PROVIDE SPECIAL INSPECTION REPORTS 06/14/10 Insp ector: CG Action: PI PARTIAL INSPECTION Comment: WRLLS FOR WEST STAIR CORE TO 1 ST FLOOR, ELEVATOR AND NORTHWEST FOUNDATION CORNER. NOTED, HIGHLIGHTED ON PERMIT SET 06/18/10 Inspe� ctor: CG Action: PI PARTIAL INSPECTION Comment: FOUNDATION WALLS AS NOTED ON PLANS 06/21/10 Ins ector: CG Action: PI PARTIAL INSPECTION Comment: PA�TIAL FOUNDATION WALLS AS NOTED ON FIELD SET 06/24/10 Inspector: cg� Action: PI PARTIAL INSPECTION Comment: PLANTER FOUNDATION WALL AS NOTED ON PLANS 07/01/10 Inspector: c Action: PI PARTIAL INSPECTION Comment: STAIR#1 AN�ELEVATOR WALLS TO LEVEL 3 REPT131 Run Id: 12857 ill i � I 03-02-2011 Inspection Request Re orting Page 1 , 4:32 pm Vail, CO - Citv 0� , Requested Inspect Date: Thursday, March 03, 2011 Inspection Area: JRM Site Address: 600 W LIONSHEAD CIR VAIL FIRST CHAIR, NORTH DAY LOT A/P/D Information Activity: B09-0321 Type: COMBLD Sub Type: NCOM Status: ISSUED Const Type: Occupancy: Use: VA Insp Area: JRM Owner: VAIL CORP � Contractor: R.A. NELSON &ASSOCIATES, INC Phone: 970-949-5152 Description: NORTH DAY LOT DEVELOPMENT Requested Inspectionls) ' Item: 90 BLDG-Final Requested Time: 09:30 AM Requestor: R.A. NELSON &ASSOCIATES, INC Phone: 970-949-5152 Comments: unit finals ' Assigned To: JMONDRAGON Entered By: JMONDRAGON K Action: Time Exp: ` ,� � � � 7�/� L%`'' � ��/�-�� (� 1�7�,�" ' �� " � � ! / / r � � z (� �-�� - � '� � , � �' � �� Inspection History Item: 501 PW-Access/Stagin�/Erosion Item: 10 BLDG-FOOTING * Approved"" 05/24/10 Inspector: Martin Action: NR NOT READY FOR INSP ION Comment: 05/26/10 Inspector: cg Action: PA PARTIAL APPROVAL Comment: FOOTINGS A5 NOTED ON PLANS 05/27/10 Inspector: cg� Action: PA PARTIAL APPROVAL Comment: FOOTINGS AT ELEVATIOR CORE AS NOTED ON PLANS 06/07/10 Inspector: Martin Action: PA PARTIAL APPROVAL Comment: Grid lines AO to 3.0 and J1.0 to 1.8 ILC of wall to be provided 09/22/10 Inspector: mdenney Action: PA PARTIAL APPROVAL Comment: bond beams in rooms 110, 109, 108 and 101. 10/11/10 Inspector: JRM Action: AP APPROVED Comment: BOND BEAM IN ELEC ROOM VERTS IN SOUTH MECH ROOM Item: 20 BLDG-Foundation/Steel ""Approved** 06/02/10 Inspector: CG Action: CR CORRECTION REQUIRED Comment: 1 ADD CORNER BARS AT TOP (4 BAR CLUSTER 2�ADD CORNER BARS AT OUTSI�E BOTTOM GRID 3 FINISH EMBED PLATES AND TOP (4) BAR CLUSTER 06/10/10 Inspector: CG Action: CR CORRECTION REQUIRED Comment: 1) COMPLETE ITEMS NOTED DURING INSPECTION. GROUND ENGINEERING TO PROVIDE SPECIAL INSPECTION REPORTS 06/14/10 Inspector: CG Action: PI PARTIAL INSPECTION Comment: WALLS FOR WEST STAIR CORE TO 1ST FLOOR, ELEVATOR AND NORTHWEST FOUNDATION CORNER. NOTED, HIGHLIGHTED ON PERMIT SET 06/18/10 Inspe� ctor: CG Action: PI PARTIAL INSPECTION Comment: FOUNDATION WALLS AS NOTED ON PLANS 06/21/10 Inspector: CG Action: PI PARTIAL INSPECTION Comment: PARTIAL FOUNDATION WALLS AS NOTED ON FIELD SET 06/24/10 Inspector: cg Action: PI PARTIAL INSPECTION Comment: PLANTER FOUNDATION WALL AS NOTED ON PLANS 07/01/10 Inspector: cg Action: PI PARTIAL INSPECTION _ _ __ _ REPT131 Run Id: 12746 First Chair- Post TCO Value of Work Description Parking Lot Seal Coat Installation of Permanent Entry Door Complete Entry Sign Construction Remaining parking blocks, signs, tie-ins and stripping Misc Repairs to Existing Parking Lot Asphalt Landscaping& Irrigation - GH Daniels Paint Boiler Flue Paint Garage Door Complete Front Parking lot Gate Remove Remainder of Construction Fence Total TOTAL AMOUNT OF LETTER OF CREDIT Value $ 2,400.00 $ 7,500.00 $ 1,700.00 $ 9,625.00 $ 7,600.00 $ 81,329.93 $ 400.00 $ 650.00 $ 3,200.00 $ 250.00 $ 114,654.93 � �ir . ,�� .-� 04-08-2011 Inspection Request Re orting Page 6 10:28 am Vail, CO=CitT l� Requested Inspect Date: Friday,April 08, 2011 � Assigned To: JMONDRAGON Inspection Type: BLDG Inspection Area: JRM Site Address: 600 W LIONSHEAD CIR VAIL FIRST CHAIR, NORTH DAY LOT A/PID Information Activity: 609-0321 Type: COMBLD Sub Type: NCOM Status: ISSUED Const Type: Occupancy: Use: VA Insp Area: JRM Owner: VAIL CORP Contractor: R.A. NELSON &ASSOCIATES, INC Phone: 970-949-5152 Description: NORTH DAY LOT DEVELOPMENT Item: 530 BLDG-Temp. C/O Requested Time: 10:00 AM Requestor: R.A. NELSON &ASSOCIATES, INC Phone: 970-949-5152 Assigned To: JMONDRAGON Entered By: JMONDRAGON K � Action: Time Exp: \ A V � 'l � �� - o�' S � �-- � � ��$ � � � �� , ��' � s� � � Inspection History i N �J✓ / � � 6 � Item: 501 PW-Access/Stagin�/Erosion Item: 10 BLDG-FOOTING " Approved*" 05/24/10 Inspector: Martin Action: NR NOT READY FOR INSP CTION Comment: 05/26/10 Inspector: cg Action: PA PARTIAL APPROVAL Comment: FOOTINGS A5 NOTED ON PLANS 05/27/10 Inspector: cg Action: PA PARTIAL APPROVAL Comment: FOOTINGS AT ELEVATIOR CORE AS NOTED ON PLANS 06/07/10 Inspector: Martin Action: PA PARTIAL APPROVAL Comment: Grid lines AO to 3.0 and J1.0 to 1.8 ILC of wall to be provided 09/22/10 Inspector: mdenney Action: PA PARTIAL APPROVAL Comment: bond beams in rooms 110, 109, 108 and 101. 10/11/10 Inspector: JRM Action: AP APPROVED Comment: BOND BEAM IN ELEC ROOM VERTS IN SOUTH MECH ROOM Item: 20 BLDG-Foundation/Steel **Approved" 06/02/10 Inspector: CG Action: CR CORRECTION REQUIRED Comment: 1)ADD CORNER BARS AT TOP (4) BAR CLUSTER 23 ADD CORNER BARS AT OUT5IDE BOTTOM GRID 3 FINISH EMBED PLATES AND TOP_(4) BAR CLUSTER 06/10/10 Inspector: CG Action: CR CORRECTION REQUIRED Comment: 1) COMPLETE ITEMS NOTED DURING INSPECTION. GROUND ENGINEERING TO PROVIDE SPECIAL INSPECTION REPORTS 06/14/10 Inspector: CG Action: PI PARTIAL INSPECTION Comment: WALLS FOR WEST STAIR CORE TO 1ST FLOOR, ELEVATOR AND NORTHWEST FOUNDATION CORNER. NOTED, HIGHLIGHTED ON PERMIT SET 06/18/10 Inspe� ctor: CG Action: PI PARTIAL INSPECTION Comment: FOUNDATION WAL�S AS NOTED ON PLANS 06/21/10 Inspector: CG Action: PI PARTIAL INSPECTION Comment: PARTIAL FOUNDATION WALLS AS NOTED ON FIELD SET 06/24/10 Inspector: cg Action: PI PARTIAL INSPECTION Comment: PLANTER FOUNDATION WALL AS NOTED ON PLANS 07/01/10 Inspector: c Action: PI PARTIAL INSPECTION Comment: STAIR#1 AN�ELEVATOR WALLS TO LEVEL 3 07/12/10 Inspector: CG Action: NR NOT READY FOR INSPECTION REPT131 Run Id: 12944 APR/07/2011/THU 01 :00 PM N�CCOG FAX No. 970-468-1208 P, 001/001 -�, � . . ., ,�:�'� :i '•,, � ..;,' `,..y.. .'r:i, "`'.� i / %' ':�.i��t�':'.:: ;.;1.,'.'• •� - �OUN�CIL Of,GOV�0.NM�� Tg"� . ::':'�. ,' � � � i . •'" �''"'."'"'''�`,;:� • . ��: To: Marfin Haeberle Town of Vail,Co. Building Offaal From: Gene Morse, �levator Inspector 970-468-0295 ext. 108 or e�evatorCa�nwc.con.co.us pate: 4/4/2011 � Praject Name: �rsr Chair Vail,Co. 809-0321 ❑ Conveyance Plan Review � Conveyance Test and Inspection � � Location: 600 W. Llonshead Cir. Vail, Co. Permit Number: NWCCOG 10-080 Conveyance Type; Commercial Hydraulic Passenger Elevator ❑ The plans; have been reviewed and found to conform to all applicable ASM� 17.1 and IBC codes �i � The ra�ed speed of the conveyance meets ASME A17.1 requiremer�ts, spe�d in up direction ].25 FPM, speed in down direc�ion 125 FPM � �' � The Conveyance afi the above Iocation was inspec,ted and tested on 4/4/2011 and a: ❑ TEMPORARY Certificate; has been Issued. �I � �INAL Tnspecbion Certificate; has been issued. � ❑ NO certi�icate; is being issued. � 0 FOR CONSTRUCTION USE ONLY Commen�s: � I I! Signature NorUnnrest Colorado Coundl of Govamm�►�ts • p0 Box 2308 • Silverthome • CO ♦ @0498 970�68-0295 ♦ Fax 970-468-1208 • vwuw.nwc.cog.co.us m 0 0 � 00 0 N 1 m Cfl �' � 0 � rn z x 6 r,=,- � � � � � � � Q-� Q7 IS') N � � E--• � O N � L O � fy. Ci. � CERTIFICATE OF IiVSPECTIaN NORTHWEST CULaRAD� COUNCIL OF GOVERNMENTS ELEVATOR PROGRAM This ceAifies lhat the CONVE1fANCE was i�pected on tlie date below and meets Ihe minimum requirements(or operation. ID Number.251340 Type:(?OMIAERCIAL HYDRAULIC ELEYATOR Locaticn:BOD W. Lions Head Cir.Vail,CD. Oate aF Irsspection:NM201`1, II1S E]BGtO ,`'GT�U�/'� Date of Issue:9/4J2D11 Expiration Da1e;4l30J201Z 0 m d a a 0 H Z < � � m 0 N m (D � O �� E O LL E Q. ti N N 1 ti 0 � 0 m > .� m � V ' G-S1 . C � � . 06-28-2011 Inspection Request Re orting Page 1 10:47 am \� Requested Inspect Date: ednesday,June 29, 2011 J 5� Inspection Area: M y� Site Address: 6 HEAD CIR_VAIL �� FIRST CHAIR, TH DAY LOT � A/P/D Information �v�� Activity: B09-0321 Type: COMBLD Sub Type: NCOM Status: ISSUED � �� Const Type: Occupancy: Use: VA Insp Area: JRM Owner: VAIL CORP Contractor: R.A. NELSON&ASSOCIATES, INC Phone: 970-949-5152 Description: NORTH DAY LOT DEVELOPMENT Requested Inspection(s) Item: 540 BLDG-Final C/O quested Time: 09:00 AM Requestor: R.A. NELSON &ASSOCIATE�C /� � , hone: 970-949-5152 Comments: 471-0509 � � Assigned To: *'*""""' j� � Entered By: JMONDRAGON K Action: Time Exp: �� : Item: 537 PLAN-FINAL C/O /�Req seu ted Time: 08:15 AM Requestor: R.A. NELSON &ASSOCIATES, INC — Phone: 970-949-5152 Comments: 471-0509 Assigned To: BGIBSON Entered By: JMONDRAGON K Action: Time Exp: Comment: wor was completed. The letter o crt ecii�OK'd for release. t " Item: 539 PW-FINAL C/O Requested Time: 04:00 PM Requestor: R.A. NELSON &ASSOCIATES, INC Phone: 970-949-5152 Comments: 471-0509 Assigned To: JMONDRAGON Entered By: JMONDRAGON K Action: Time Exp: Inspection Historv Item: 501 PW-Access/Stagin�/Erosion Item: 10 BLDG-FOOTING " Approved"* 05/24/10 Inspector: Martin Action: NR NOT READY FOR INSPECTION Comment: 05/26/10 Inspector: c Action: PA PARTIAL APPROVAL Comment: FODTINGS A� NOTED ON PLANS 05/27/10 Inspector: cg Action: PA PARTIAL APPROVAL Comment: FODTINGS AT ELEVATIOR CORE AS NOTED ON PLANS 06/07/10 Inspector: Martin Action: PA PARTIAL APPROVAL Comment: Grid lines AO to 3.0 and J1.0 to 1.8 ILC of wall to be provided 09/22/10 Inspector: mdenney Action: PA PARTIAL APPROVAL Comment: bond beams in rooms 110, 109, 108 and 101. 10/11/10 Inspector: JRM Action: AP APPROVED Comment: BOND BEAM IN ELEC REPT131 Run Id: 13230