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HomeMy WebLinkAboutB07-0275 PLANS S' May 14, 2010 � �....-- �.--- - � C C� � � �' �' ���.���; 1VIr. Martin Haeberle Chief �uilding C)f�icial ���` �_ �, �� � Q p, 'Tawn �f Vail 75 South Frontage I�oad '�- '� /f � � �� §W ��' �� 4 � � M � i I��,h \�� � �i..+� Jt�a� � �� � �.Y � Vail, C6� 81657 A� a.u, F ���� � ,.� . .�.�,:��� ' RE : 12evised Sheets A2 . 07 , A2 . 13 , A13 .05 with new Auto Guardrail Details - (Solaris �uilding I' ermit #B07-0275) — Project Address : 141 E. Meadow Drive, Vail, CO $ 1657 , L�ear Mr. �-Iaeberle, VJe are pleased to �ransmit with this letter the following documents : ' 1 . �ne Transmittal Farm. 2 . Four revised full size sh�ets A2 . 07 , A2 . 13 , and A13 . 05 that have been stamped and signed by both Davis and BCER, and dated 4/ 15/ 10 . 3 . F�ur copies of an Engineering Judgment dated 1 /25/ 10 (for revised mechanical , shaft wall Detail 4 on A13 . 05) and Clarification Letter dated 4/2/ 10 by 31� Fire Protection Products . The added I� etail 3 on A13 . 05 is to be used at the north wall of Corridor 121 and 119 and along Grid 23 . � (the west wall of the Bowling Alley that provides separation with th� garage) . �'he 2 hour gypsum board construction wraps and encloses the horizantal , guardrail tube steel . I3etail 4 is to be used at mechanical shaft walls as called out on Plan Sheets A2 . 07 and A2 . 13 . These revised sheets are submitted for review, approvai, and insertion in to the Per�nit S �� ' of �olume 2a 1'lease c�mmunicate all T(�V Review comments to Jim Buckner of Davis Partnership ' � Architects at 3im Buckr�e�(�d�vispartnership4com . Please call Tom Ogg of Solaris at 970� 479-713 � with any questians . � Sincerely, �� Tom �gg Praject I�Ianager ' Salaris Develapment ' Attachinents 2211 North Frontage Rd I 5uite A ( Vail , eolorado 81657 ( Phcane 970 . 479 . 7566 I �ax 970 . 479 , 66 � 6 ; s �al � � isv � il . ccam `' ENGINEERING JUDGMENT F � 01 /25/10 � � �� ����� � l.l � � ��� � � Cts Brent Wagaman 3M FPP Sales � � Central US Region � ' Fax: (702 ) 920-8206 Project: Solaris Contractor: C&D Insulation Fire Stoppin Cate o : Joints / Head of Wall Hourl Ratin Re uestedl T e : 3 Hour / F Joint Type: Construction Maximum Joint Width : 1 -1 /2 inch Floor Assemi�ly: Concrete Wall Assembly: Gypsum Wallboard Type of Movement: Static Special Conditions : Clips from a 2 in . x 12 in . Steel Tube through 3 hour gyp walL Application Details : To firestop this application, install in accordance with UL system with the following modi�catians / clarificatians : 1 . Pack the jaint with a minimum 1 inch depth of minimum 4 pcf mineral wool recessed a minimum 'l inch ' from the surface of the walL 2 . Apply a rninimum '/ inch of sealant within the joint flush with the surface of the wall overlapping the sides of the joint a minimum '/z inch . ' 3M Fire Barrier Material : FB-300Q WT Sealant Based On : HW-S-0030 Additional Referenced �y�tem(s) : C-AJ-1274 , This fire-resistive jaint design is expected to achieve the hourly rating indicated above. This engineering judgment is based on performance results obtained in testing with independent laboratories and / or internal 3M fire tests , which have ' been tested in accordance to ASTM E 1966 ( UL 2079) . ' . Engineering Judgment Prepared By: Reviewed By: ' �� � ����� � Michael LeMay _ Technical Service Representative 532010 ' cc: Brent Wagaman . A.� . � . . � . . � � . . . . . . '�. 3M Building and Co►nrrdercial aervices � ivision 3M Center, Building 223-2N-20 St. Paul , M (V 55144-1000 Page 1 af 1 a �� ���.�� �' � �~� �r�te � �ia� n 1'raduct � � � � I3ate : April 2��aa 2010 Tc� : C&L) Insulation / Mac McManus From: Br�nt Wagaman 1ZE : Solaris Parking Garage Car Rail and 3NI Engineering Judgment for C&D Insulation This letter will address th� concerns with the Car Rail brackets which penetrate a 2- hour wall in the Parking Garage at the Solaris Project /Vail, Colorado . 3M generated an Engineering Judgment which outlined how C&D Insulation could achieve up to a 3 -hr ' rating. The brackets due to their location cannot be completely firestopped directly without completely disassembling the rail. After reviewing all available options ta achieve desired fire rating and maintain car rail functionality, 3M engineers proposed isolating th� brackets with a continuous bead of caulk and mineral wooL The cambination of mineral wool and the 3M 3000 WT is more than adequate achieve and rriaintain the 2 hr assembly rating. The use of the 3000WT also provides a watertight seal that can �vithstand the environment within the parking facility. Please do not hesitative ta contact me with any further questions or concerns . � Sincerely, Brent Wagaman ' 3IVI Fire Protection Products Senior Technical Rep ' (� 16} 394- 8921 cell bawagaman�a minin. com _ _ _ _ _ _ _ _ _ _ _ _ _ �; �', . ��`"""�^��� W.,-w^.." , w`,., � ENERAL NC� TES € 1 . DO NOT SCALE DRAWINGS. IF CRITICAL DIMENSIONS 00 , NOT APPEAR ON THE DRAWINGS, NOTIFY ARCHITECL 2. IF DISGREPANCIES OCCUR BETWEEN DRAW WGS OR BETWEEN THE DRAWINGSAND SPECIFIC,4TIONS, NOTIFY THE ARCHITECT FOR RESOLUTION . , 3. RLL PLAN QIMENSIONS LOCATING GYPSUM BdARa PARTITIONSARE TO FACE OF STUD, U . N .O. `` s` 4. FINISH DIMENSIONSARE Td THE FACE OF FINISH AND NOTES ` FIN" QR °GLR°. � � aa�' � � �� � � � �� 5. FLOOR PLANS NOTE LARGER STUDS AT PLUMBWG WALLS, � ELECTRICAL PANELS , & WASHER BOXES TO ALLOW RECESSION WTO W,4LL PROVIDE GONTINUOUS FIRE RATING. B. DOdR ASSEMBLIES W CORE & SHELL ARE 6" FROM FINISH FAGE QF ADJACENT PARTITION TQ EDGE OF DOOR LERF , U . N .O. 7. REFER TO WALL TAGS, WALL TYPES, AND LIFE SAFETY TO SEE FIRE RATWGS, 80UND RATING , & DETAILS ASSOCIATED 8. AREAB tNITH DEFERED SUBMITTAL TAG INQICATE 23Q1 BLAKE ST. , STE . #100 ' DIAGRAMRTIC PURPOSES ONLY. ' QENVER, COLORAD(� 80205 9. NdTE PANI� HARDWARE ON ALL ELECTRICAL ROC} M 303 .861 .$555 F.303.861 .3027 � QOdRB. ;I 10. FIRE COMtNANd ROdM TO HAVE 1 HOUR RATED WALLS, p225 MAIN STREET . UNIT C101 � PER LIFE SAFETY DWGS. EDWARDS, COLORADO 81632 � 11 . FOR GAUGE OF EXTERiOR STUD WALL REFER TO g70 .926 .�960 F. 970 .926 .8961 STRUCTURAL QRAWINGS. � 12. ALL GOLUMNS OiV THE G�RAGE LEVEL, LEVEL 1 , ARI � � LEVEL 2 RRE TO MAINTAIN A 3 HOUR ASSEfViBLY A,S {i DETAILEd ON SHEET A13. 01 U . Rf .O . � '13. ALL COLUPdINS ORI LEVEL 3 THRC7UGN LEV�L 8 AR � TO � MAiM11TAIN A C7NE HdUR ASSEMBLY; EXCEPT FC? R'ALL � COLUtV9N8 LdC,4TEQ IN THE LtJADING DdCK �tRE T4 HAVE A 3 HOUR ASSEMBLY. � 14. REFER TO SHEET A13.01 FOR 6NTER (dR WALL TYPES '15. REFER Td SNEET Al2.02 FOR F�CTERIOR WALL TYPES � 16. ALL FULL SIZE PARKfNG SPRGES TO BE 9' x 18' AND �{ �} �g Il) �g �( .q (� � �q �} �g GOMPACTS NQT TO BE L�SS THAN 8' x 16'. ALL C}RIVE � I G � � � � � � 2 � � l� � � I � � � � � � °'�` 2 1 � 1 � 17 1 � 19 � l,1 � � f G � � � � � � t� � 7 2 � � � 7 � � AISLES Td BE 24' MINIMUM FOR TUNO W,4Y l'RAFFIC �NC1 16' � 9 �I J t�IINIMUNt FOR ONE WE4Y TRAFFIC FOR 60° ANGLED �; 4. 0 4A 4A 4.0 4. (1 $.0 P�Rtc� NG. �; 4. � F �� _ � �� 5' - 5 1 /$" 5' - 6 7/8'� = 17. ANGLED PARKING TO BE 66° U . N .O . ' 5 - 5 U 8 - 14 7/8 U 1 &. REFER T4 SHEET R'13 .03 FOR INTERIOR GEIL.ING 1 Q' - 3" 26' - 8 1l8" 91 ' - 7 3/$" 6' - 0" 10' - 4" 21 ' - 4 3/4" 19' - 1 11$" 4 27' - 5 1 /8" � 18' - 3 1 /8" 24' - 4 114"' 2S' - 11 912" 18' - 11 1 !8" 13' - 7 7/8" 13' - 6 1 /8" ( Q 21 ' - 10" 19" - 1 " 19' - 1 718° 23' - 10" 16' - 8 1l8'" 19' - Q 1 /2" 15' - 3 1 /8" 7' - 4° PENETRATIONS, WALL PENETRATIONS, AND W�,LL JOINING F�ND SEALING DETAILS U . N .d � ( � � • 413' - 0° � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - , ... . . _ r _ . . . . , . . _ . . : . . : . . . , . _ . .. . . , . , . . . , � . . . . . �. . . .F . ". . . . . _ . .. . � . - . : .� . . . .. - . . :. .. . .. - v . . . .� .. . .- � . . . i ' ;n. . �. . v - . .. . . . r . . , . a: . .. . : . . : . :. . . ..- . ..v . � .. . . . . : ✓ � .� :" - i' :J. � ;,. . . . 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'_""..t___>. . ifl , . � �-. -- . . . . . . . . . I O V L , ; ; , , i I �. :--- • - -•- -* --;- -.,.. . , . , , _ - ; - ; ..,-- . . � � ` i i i i i i i i RALL , . . - - - = _.--- . . . _ . . .._. . - --- . , _ _ � _ ; . - =-- - - z - - - - - - - - - - - - - - - - - - CC� � � �l � - - - _ - - - - _ - J Z � � - _ �� �- 4 �� � � PLOTTED 4/27/201 0 1 0 : 12 :00 AM � 18' - 63/8" 6' - 2" 9' _ 2" 9' - 6" 9' - 61 /2" 43' - 2" 21 ' - 97t8" � 78' - 81 /8" 14' - 31 /4° 226' - 101 /8" - � CHK'D BY Maggie Fitzgerald , AIA � 1 � � � � �� � � OCOPYRIGHT 2006 BY DAVIS PARTNERSHIP P.C., ARCHITECTS 1 2 1 2 1 7 2 4. 0 4. 0 4A 4.0 A3 .01 4. 0 4. 0 4 .0 N SHEET NUMBER : � 3,, .. . . . . . . . . � . � � . .. . . � . . . . . . . . � � . . , . . . � 1 LEVEL 1 . 1 /16 = 1 �-O ' (ALL PLANS THIS PAGE} � 0 FINAL CD ISSUE - 8 AUG 08 D . P . A . PROJECT # 06232 . 00 ���� �� l�� i � � �� � � � � �, � a � � ��� � � � � _ _ _ _ _ _ _ _ _ _ _ _ _ � ���� GENERAL NOTES 1 . CIO NOT SCALE DRAWINGS. IF CRITICAL DIMENSIONB dd � NOT APPEAR ON THE DRAW WGS, NOTIFY ARCHITECT. � 2. IF DISCREPANGIES OCCUR BETWEEN DRAWINGS OR � BETWEEN THE DRAWINGSANd SPECIFIGATIONS, NOTIFY f ' THE ARGHITECT FOR RESOLUTION . � a 3. ALL PLAN DIMENSIONS LOGATING GYPSUM BOARD PARTITIONSARE TO FACE OF STUD, U . NA. } 4. FINISH DIMENSIONSARE TC� THE FACEOF FINISH AND NOTES ' FIN' OR "CLR". 5. FLOOR PLANS NOTE LARGER STUDSAT PLUMBING WALLS, � � � � � �� � � � �� ELECTRICAL PANELS , & WASHER BOXES TO ALLOIN RECESSION INT4 WALL. PRQVIaE CONTINUOUS FIRE RAT W G. � 6. DOOR ASSEMBLIES IN GORE & SHELL ARE 6° FROM FINISH FACE dF ADJACENT PARTITION TQ EDGE OF DOOR LEAF , U . N .4. 7. REFER TO WALL TAGS, WALL TYPES, ANd LIFE SAFETY TO SEE FIRE RATINGS, SOUND RATING , & QETRILS ASSOCIATED � 8. AREAS WITH DEFERED SUBMITTAL TAG INDICATE 2361 BLAKE ST. , STE . #100 �': . ' DIAGRAMATIC PURPOSES ONLY. DENVER, COLORADO $02Q5 � 9. NdTE PANIC HARDWARE ON ALL ELECTRIGAL ROOM 303 .861 .8555 F.363.861 .3027 DOORS. 10. FIRE COMMANQ ROQNI TO HAVE 1 HOUR RATEQ WALLS, 0225 MAIN STREET . UNET G101 � - PER LIFE SAFETY DWGS. E [}WARDS , COLORADO 81632 ' 11 . FOR GAUGE OF EXTERIOR STUd WALL REFER TO g7p .g2g .8960 F.970 .926 .8961 �' STRUCTURAL DRAUUINGS. 12. ALL COLUt�t�S ON THE GARAGE LEVEL, LEVEL 1 , AtVd � LEVEL 2 ARE TO NTfIIN P� 3 HOUR F�SSEMBLY AS � DET,0.ILED ON SHEET A13. 01 U.N .O . � _ A3,02 °13. ALL CC} LUPVINS QN LEilEL 3 TNROUGH LEtfEL 8 ARE TC) ` MAIR1TAIiV A OlVE HOUR ASSEMBLY; EXCEPT Ft} R ALL � CCYLUMNS LOCATEQ IN THE LQADING dC7CKARE TO HAVE 1 2 1 � 2 1 7 2 A 3 H�UR ASSEMBLY. � 14. REFER TC7 SNEET A13 .t� 1 FOR iNTERIOR WALL TYPES 4. 0 4. 0 ` 4. 0 4 .a �. o � . a ' 4.0 , , �. � EFER �o sHEET �, z .oz FoR �cr�R �oR �v��L T��Es 16. �,LL FULL 81ZE PARKING BPP,CES TC? BE 9' x 18' AND � � CC7MPA�TS NOT TtJ BE LESS TFiF�.�! 8' x '16'. ALL DRE\tE � AISLESl°O BE 24' MINIMUM FOR TWdWA°YTRAFFI� AtVD 1B' � � -� tVIIIVIMUM FOR C}NE WAY TRAFFEC FOR 6t}° ANGLED � P,4R KI NG. { 5' - 5°° U 8' - 10 7/8,� 5' - 5 il8° 5' - 6 7/8" U � �. a�GLEa PaRKiN� To BE sa° u . � .o . � , „ � �� , �� � ,� , „ , �� � ,� �' � �� � � „ � ,� � ,� , „ � ,o � �� � I- � eP , p� � e o Pe > ! p 18. REFER TO SNEET A'13 .03 FOR INTERIOR CEILING 10 - 3 26 - 8 1 /8 11 - 7 3/8 6 - 0 10 - 4 21 - 4 3/4 19 - 1 1 /8 d 27 - 5 1i8 18 - 3 1 /8 24 - 4 1 /4 23 - 11 1 /2 18 - 11 118 13 - 7 7/8 18 - 6 118 Q 21 - 10 19 - 1 19 - 1 7/8 23 - 10 16 - 8 1 /8 19 - 0 1 /2 15 - 3 1 /8 7 - 4 PENETRATIONS, WALL PENETRATIONS, �iND VYA�L JOINING AND SEALING QETAILS U . N .O � � � ° 413' - 83/8" o A � � �� ;� - � _ - - _ � - -� _ � � . ,'r ,' ` .�`�::.. '. . , . I I I I I I . � I 1 I C PT I I I I ( � � I . . : 1 CMPT CMP� I _ CMPT CMPT CMP CMPT �� �'� C;MPT I _ � �: ,1 f A13 �05�, �� 36 35 34 33 32 � 3 30 29 28 2 26 25 24 3 22 21 20 ��''�,.. 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' : � . . � — — — —°—' � � . .o . . . . a�� a a . . - d . . PLOTTED 4/27/201 0 1 0 :21 :52 AM . . � d . � . e .— . • • • ' . � 'a ' e ° d, � � � � da a. � . . ' , � �� a , . . � . �a . d ��. d � . . . . . . . . : p . INTO DRAIN BODY � • , a ° ' : 'a. a . . a� . . ' �� . : g , �a � . . a . . . �'•Q � : d ° . .da . ' a. ° , . d . . ° . 'a . , , . � . . .. . . . . . .. � . . A ' . . � `� ' < , a a � � � � . ' . . . Q � - . a< a . � e. � . . . . < , CHK'D BY Maggie Fitzgerald , AIA . . m .e � . . . � � • • � w. . . • �Q � : c • . a � . . . , a � . : �' O ' � . . . ' o , � � . ' ' ' Q � . '� . . °, n � e � d ° . 4 . a ° • a . , e .a , . . '� . . .; a . ' • ' . � � " a : a ' . �o : � ° ' � COPYRIGHT 2006 BY DAVIS PARTNERSHIP P.C., ARCHITECTS . � � . Q 'ae Q � Qa . Q � , • � v . . . ' �a d . o . � . �� � d o . . � ' . • . . ° � ' �•e ' �° �e • • a . a . ' . •Q ' - Q � � . . . � . � . . � . . . . . . � . � � . . SHEET NUMBER : AUTO GUARDRAIL AT LEVEL 1 GARAGE . . � 3 3�� = 1 �-0 �� Breezwa S r � nkler Head Deta � l ZAMBONI SNOW STORAGE , 2 1 1 /2" = 1 '-0 ° 1 3/$ ° = 1 '-0° ' ° D . P . A. PROJECT # 06232 . 00 FINAL COMPLETE CONSTRUCTION DOCUMENTS 8 . $ . 08