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Unplatted Donovan Park Schematic Design
* t s � o - 3 a s i H * Illl�lll�llnlllnlllnl�� ��I�� l��l n�l��ltll i I ! i � 1 • • • �j,i''`;').;�:. . . . . �..; . ' .�,i!::� : ;} � o r �. . � :�- , � � � � .� . � . �: � V a i 1 � 0 1 o r a d o ' � ODELL ARCHITECTS , P . � . �iRCHITECTURE PLANNING � NTERIORS � , I • • ., � � e c � m e r � � � � ( D a t e o f I s s u a n c e 1 S D e c e m b e r 2 0 0 0 ) � � ` . � % C"� � , � � ODELL ARCHITECTS , P . C . ARCNITECTURE PLANNINC INTRRIORS 32065 CosUe Court, Suite 150, Evergreen, Cdorodo 80439 j Tdephaoe; 303.67�.5980 Focsimile 303.6J0.7162 A.F.F. A6ove finish Floor G/A Gas and air outlets RE. R@le� tO _ Copyright: This dxummt is an instrvmenl of services, antl us such remains ALUM. Aluminum �_ � � � the properiy af the Architect Permissm (a use o( ihis documeni is Imited GA. Gauge REQD. Required �i�—�i�—���—���—L EARTH DIMENSION LUMBER & a�d �m be ��e^ded ��y by a9��e�� W��h �� a���t�ts, P.�.. ARCH. Architectural GC. General Contractor R,D. Roof Drain A�. 1 COVER SHEET B.E, Baked Enamel GALV. Ga�vanized R.o. Rough Openinq Continuous Blocking , non — combustable A0, 2 PROJECT DATA SHEET BLDG. Bulding G.I. Galvanized iron LIONS RIDGE LOOP I — � O BRG. Bearing GrP.BO. Gypsum Board s CT sea�d Concrete � ° ° GRAVEL �---��� DISCONTINUOUS BLOCKING C.I.P. Cast m Place H.B. Hosebib S.F. Square Feet C10C1 - combustable CI � L C.�, Control �oint HCP, Handicapped SIM. Similar C- 1 SCHEMATIC GRADING & DRAINAGE CLG. Ceiling H, C, Hollow Core SN DISP Sanitary Napkin Dispenser/ Disposal ' � C- 2 SCHEMATIC UTILITIES PLAN C. I�.U. Concrete Masonry Unit H,�, Hollow Mletal SPEC, Specifications "' °• . • � ' � . � ` CONCRETE W��� ; FINISH CONC. Concrete HORIZ. Horizontal S S. Stainless Steel � ' � LANDSCAPE CONT. Continuous SG. Seamless Quartz Cast in Place CONSTR. Construction HT. Height STD. Standard CPT. Car et INSUL �nsu�ation/ Insulatinq °° ` ' a ' . ' L1 LANDSCAPE & PLANTING PLAN p sTR. Structural < PRECAST CONCRETE BATT INSULATION C.T. Ceramic Tile JT. Joint Sy�, Symmetrical ARCHITECTURAL pN. Down LAV. Lavatory S.A.C. Sus ended Acoustical Celin D.s. DownsPout MAX. Mazimum T Trea 9 SOUTH FRONTAGE ROAD WEST A2. 1 PAVILION PLAN �wG. Drawing MECH. Mechanica� T.o.6 Top of Beam CONCRETE MASONRY UNIT RIGID INSULATION � A2. 2 PARKING STRUCTURE & RESTROOM PLAN E Existing MFR. Manufacturer T.O.C. Top of Concrete EA. Each MIN. Minimum T.o.W Top of Wall A2 . 3 PAVILION ROOF PLAN E. �. Expansion doint �,0. Mosonr 0 enin TP DISP, Toilet Pa er Dis enser MATTERHORN CIRCLE A3. 1 PAVILION ELEVATIONS ELEC. Electrical N New y p g nP. T ical p p STEEL ACOUSTICAL CEILING TILE A3, 2 PAVILION ELEVATION & BUILDING SECTION EL. E�evation N.�.� Not in Contract u,N.O. un ess Noted otherwise PROJECT SITE A3. 3 PARKING STRUCTURE & RESTROOM ELEVATIONS ELEV. Elevator NOM. Nominal V.C. T �nyi Composition Tile EQUIP. Equipment Non- Com, Non-Combustab�e vERT. vertica� PLYWOOD � GYPSUM BOARD STRUCTURAL �. W.0 Electric Water Cooler N, T.S. Not to Scale yy� With EQ. Equal o.C. on Center yy�p Without S11 GENERAL NOTES F.D. F�oor Drain o.D. outside Diameter SOUTH FRONTAGE ROAD WEST • FIN. Finish � H . W. C, water C�oset , : ' S2. 1 A PAVILION ROOF FRAMING PLAN - WEST . Opposite Hand w.R. GYP.BD. Water—Resistant Gypsum Board FIRESTOPPING PARTICLE BOARD �..� FL. Fluorescent OPG. Opemng FLR, Floor W, W.F. Welded wre Fabric SZ. 1 B PAVILION ROOF FRAMING PLAN - EAST S2 . 2 PARKING GARAGE & RETAINING STRUCTURE E�'� OPP, Opposite yy�. Wood �� �DN . Foundation P Paint L Angle METAL STUD WA�L CARPET F.O.B. Fqce of Building PC. Precast NORTH MECHANICAL, ELECTRICAL & PLUhIBING � At � F. A.C. Fqce of Concrete PR, poir M1 MECHANICAL ELECTRICAL AND PLUMBING NARRATIVES � F. O.M. Face of I�asonry PT, Point of Tangency � Centerline � � � O F.O,S, Face of Stud PT DISP. Paper Towel Dispenser DIA. Diameter E"!�'� A F. S.R. Flexible Sheet Roofing R Riser RIGID INSULATION � ROOF N , T. S. � �■■� � fTG. Footing RBR. Rubber � � � �� � O � � . � 0 � � � � 1�� � Fiy � � � � � � � o � � 0 � OWNER LANDSCAPE ARCHITECT A., DRAWING TITLE . GOVERNING CODES. 1997 UNIFORM BUILDING CODE ( UBC) TOWN OF VAIL, DESIGN WORKSHOP � sc�.e; � °=� '-o" DRAWING T1TLE MARK 1998 INTERNATIONAL MECHANICAL CODE ( IMC) , Q1997 UMC ALTERNATE ) DEPARTMENT OF COMMUNITY DEVELOPNENT 953 South Frontage Road West, Suite 102 1994 UNIFORM PLUMBING CODE ( UPC) , ( 1997 IPC ALTERNATE� 75 South Frontage Road Vail , Colorado 81657 1999 UNIFORM ELECTRICAL CODE ( UEC) Vail , Colorddo 81657 ( Ph . ) 970. 476 . 8408 ( Fax) 970 . 476 . 8�09 NORTH DIRECTION MARK T.o. co�cR�� CABQ/ANSI A117. 1 ACCESSIBILITY STANQARRS ( C/A ) ( Ph , ) 970. 479. 2146 ( Fax ) 970. 479 . 2452 EL. too'—o" ELEVATION MARK . . Mr. Ethan Moore CO�ISTRUCTION TYPE: Mr. Russell Forrest , Qir. of Community Dev. Mr. George Ruther, Lead Planner STRUCTURAL ENGINEER x Ax.X DRAYVN BY: Ec� Mr. Todd Oppenheimer, Project Manager - FRAME PROFILE TAG OCCUPANCY GRpUPS. A3 OCCUPANCY ARCHITECT REDWINE- REIZIAN, INC, X _ _ • CH�CKED BY: 1515 Arapahoe St . #1300 GRIDLINES & BUBBLE REVISIONS: ODELL ARCHITECTS, P. C. Denver, Colorado 80202 No, ���Pt�«, Date . ( Ph . � 303. 3$4. 9910 ( Fax ) 303. 384. 9915 � � 32065 Castle Court, Suite 150 � oo� - o" E EVATION h( ARK OCCUPANCY SEPARATIONS: Evergreen Colorado 80439 Mr. Greg Reizian , P . E . � 0 ( Ph . � 303, 670, 5980 ( Fax ) 3p3 . 670. 7162 ELEVATION NUMBER Mr. Otis Odell , Princi al in Char e X O WINDOW TYPE SY�IBOL � � p g MECH . /PLUMBING ENGINEER X.X SHEET NUMBER o Mr. Stanley Turner, Project Manager BUILDING ELEVA110N MARK BUILDING AREA SUMMARY: � Mr. Eric Jones, Job Captain Q GORDON , GUMESON AND ASSOCIATES, INC. 0— PARTITION TYPE SYMBOL ASS4CI � TE ARCHITECTS 7430 East Caley Avenue, su � te 2oa Englewood , Colorado 80111 X DRAWING NUMBER X NEW CONSTRUCTION ISSUE REC�tD: SASAKI ASSOCIATE, INC. ( Ph . ) 303, 779 . 1222 ( Fax) 303. 694. 9144 X,X SHEET NUMBER x.x � . 900 North Point Street B300 GROSS SQUARE FOOTAGE . No. Description Date . 3 A7.1 1 � � Ghirardelli S uare Mr. Andrew W. Grover, P . E. BUILDfNG SECTION MARK 10� INTERIOR ELEVATION MARK q � �o� �a xt�«� o� � o0 San Fransisco CA 94109 Mr. Gary S, Thompson , C. I . P. E . � 2 Schematic De�gn Podcage 15 Dec 04 (Ph . } 415 . 776 . 7272 (Fax) 415. 202 . 8970 ELECTRICAL ENGINEER X QRAWING NUMBER Mr , Scott Srnith X. X SHEET NUMBER Ms . Maureen 0' Leary GORDON , GUMESON AND ASSOCIATES, INC. WALL SECTION MARK I � ; 7430 East Cal �y Avenue, Suite 200 � —' SOILS ENGINEER Englewood , Colorado 80111 o DOOR MARK ( Ph , } 303. 779. 1222 ( Fax ) 303. 694. 9144 X ORAWING NUMBER SHEET CONTENTS: BY OWNER PROJECT DATA SHEET X.X SHEET NU�IBER LANQ SURVEYORS Mr, Scott D . Padios, P . E . DETAIL MARK PEAK LAND SURVEIING SPECIFICAfiIONS �IATCHLINE � -- -� I 1000 Lion s Ridge Loop � ■�■ �* , SPECIFICATION5 CONSULTANTS INC RE: A2.z Vail , Colorado 81657 611 North Weber Street ; Suite 103 ; ( Ph . ) 970. 476 . 8644 ( Fax) 970 . 476 . 8616 Colorado Springs, Colorado 80903 ( Ph . ) 719 . 577 , 9414 � Fax} 719. 577. 9455 Mr. Sam Ecker ROOM NAME CIVIL ENGINEER Mr. Terry Strong � 03 RpOM TAG � ROOM NUMBER � ALPINE ENGINEERING, INC. , . � ��-- - --� Edwards Business Center, PO Box 97 to3 ROOM FINISH TAG PROJECT NO.: ss� Edwards , Colorado 81632 ROOM FINISH MATERIAL � Ph . � 970. 926 . 3373 ( Fax� 970 . 926 . 3390 oAt�: OS December 2000 � 09200 — GYPSUM BOARD ; 5/8" — ITEM DESCRIPTION DRAWING NO.: Mr. Bob Herbst type " x" Mr. Fred Tobias CSI NOTATION ANNOTA110N TAG • � � � �� f "� - '^'wsaov..s.r , i . ! li � • � 'h�� � ^ � � _ - ^, -- � � � } \ � ,� `. I n � . ` � ^"� ._ . �\ � �` �` �L. - T � : , � � ,, ` � '. `V\ � L..� �� �� `i� �'�./ I� � u�, �•� ^ ^ � ���... 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OF 3- 6"& 1 - 4" \� ' _ _ _ + _ _ _ _ _ _ _ _ 8 " x 10" REDUCER ROAD CUT AND RIM ELEV. TO 7982. 0 ELECTRICAL CONDUITS , _ _ ____ _ ELECTRICAL CONDUITS - - _ - - � ASPHALT PATCHBACK - - - - -- -- - - - - - .---- TE7.E -� TfLE -TELE �- 'fELE - TELEr^� ° TELT-�ELE _ "R� -=�EL�- 1ECE = TECF-�E.LE = TECF- -�L��ECE TEC�=TELE - ?E'� �EL�_� � TEL�_-TELE = TEI� -TELE � TEI.E - TELE -- TELE - TELE TELE -�--' SELE ^- TELE ----' - \� ?I ------- (3'E�E DETAILS SHEET) �. j� •••+ TELE �^" �� �� 7ELE -�^ TELE TELE �� 7ELE -��• �E -.�� j�y,E �.,� TELE �.��.... TELE �"� TELE ��' TELE GAS GAS � `�� � J ���RT _ ._._..._..- __._-�___ E G G I . - VATER -^ MATER -- WATER �_ .���, ni� � HIGH PRESSURE OAS - ���~~�.���- �� '$=�� � ��� --- �� .�..�„ GAS -��"' �S - � - Ws -- �►s --- ws ws - c�s - w�s -- --- r,ns --- w�s -- w►s r�►s - c�►s - r,�s - ws -- w�s -- �►s - c�►s - c�s - ��s - r,�s - - ��s - ws -- ws r�s --- - � EDWARDS BUSiNESS CENTER • P . O. BOX 97 WATER LINE S► A,S, E�c �.... �t �- r,,►s �.-- w+s ---- � _�.F� -��. rf rc �,� "� r�s ._..._- c�+s �E � EE �E PE �_ PE -� PE PE �° EE EE EE EE EE EE EE E DWARDS, COLORADO 8163 � 970 926- 3373 • FAX 926- 3390 � EPE �-�-...,,,,`�_ ��.� � � PE PE pE PE P PE PE i�... 0 R PROPOSED � PROPOSED 10" DIP ' �� COP � WAT'ER SERVICE 10 TER MAtN TO 81 . � pROPOSED ELECTRIC A APPROXIM�E � 4� pG �_ �'"`�"""----....�� �""'�--�, WATER MA R Y SIZE - IRRIGATION USE TO C S PLICE VAULT F �� � WA TER LI N E �9 I � �I FW PG w FG ��� �,�"�'�---��'PG �.�' ��������'1''----- ."'.',�".-.�`-. ,..,.'""", ~'"`",--, C-� \ �/ ` TE N N I S C 0 U R T ` � i �+ I PRICE OPTIONAL -�' Pw Pw � PW p�� ��~-p `�- � ,--�, � o-� � ., S ���_'�`"'=.._ --_. '0t' PARCEL � �� �/ �/ � RAIL ROAD � '-' �SEWE� < � �. „ PW � �l ��, PROPOSED PROPOSED 10 x 6 TEE `'_„�� BOUNDARY � (�C�/ TIE STEPS INV APP = 7968. 3 I 9 �' WA�ERSMAIN �L OP PROPOSED 8 PVC `�Pw � Pw ��� � �--• .�.., WATER METER VAULT 3 \ � �/ AND 95 L. F. OF 6 " DIP `� I � �' SEWER SERVICE LINE /� � � FOR WATER MAIN TO , �'`�� � EXISTING 8" �, PER ERW&SD � ` PW ,�., ( SEE NOTE #22 ) FUTURE BUILDING SITE • '�y '`�, '�` •�� �� PVC SEWER LINE � I � SPECIFICATIONS � 32g, 5 �, F. » �° ^�' -� ^ �w,,J..., JOINT UTILITY TRENCH � � � •-•{r'`� �` �� � ' � I ��'�, ELECTRICAL TRANSFORMER PS �`� � ps "'�-�vPS � ��� �T `� PE ^�'� ;�� CABLELTVTAND G SNE �`'� ` "'"'� ,�� � � � ��� � USE SDR26 TO REMAIN . ADJUST VAULT ps % f r p�. �`'�-�� ,/ �,r �; TENNIS COURT � ; � �� AND FLOWFILL � J HEIGHT TO ELEV. 7976. 00. /� � 3 $ � � ,� p � p ti , 1�., �{ � -' / ' SEE DETAILS EXIST. G CONTACT HOLY CROSS ELEC . pS g" ��� �' ,-•-� PROPOSED '''+ � ,.,, ,,,,. �7 -�. .� , �, � � RVICE B � � l.�F • / � � ,..��""'d g ° x g��yy� � ps -.,� � VERIFY LOCATION *• ��` / � A�' PROPOSED SANITARY MH y � pS 22 "`"``� INV= 77. 8 ,, �. OF GAS AND ELECTRIC � \ --' � ' �, � RIM ELEV. = 7970 . 5 w � 1 � / � • �� " PS � �, �� METERS PRIOR TO � '� � , I PROPOSED SA RY MH '` °' '"' ' ae INV IN N = 67 . 29 Ef '+�, -� p '" ... r`' ,-- � � ) � INV IN E = 67. 41 -,I � �� � ED SANITARY MH / IM ELEV. = 7987. 6 � r � E `\ � � .,1 LINE STALLATION � ,r ;�^�,..,� r '�. ,�, M INV OUT= 67 . 21 �� RIM 7973. 0 IN IN = 77. 14 �� ` , �r' �. .-� � � l �' �"'.�� K' INV IN - 8 I OUT= 76 . 94 ;'" POSED �""^^� ' '� � ' ,� PV % � INV T= `;� `' � �� °� ' � ` �'' , ' ' �� 89 . 6 L. F. 8 C � 1 . 0 0 / � _ ,,,� _..� � PROPOSED ROAD CUT - - � � �� �� � ti.. � x8 4YE 1 > ,��� `�" O_7 '�,, �..y�-,. ` � ��� , � +,� / r , , �� � , . � ,� � AND ASPHALT PATCH v � � p 6 \� Q� j � f �\f � �,� � �, �, 4 �,,�„� / PROPOS METER AULT. -✓i / � � Y �,.,W TENNIS COURT : , +�. INSULATE SANITARY O� LINE PER ERW&SD � � q ATER L�4N� � ,�� � -,� ` ,,. '� V � �,_..� ��'��� � �►►�, � � � ( UNLESS LOC UILDI G) � � r '''� . ° SPECIFICATIONS � �..., � � � � �,.�, � „ � `� FOR SIZE OFESERVICE C N L1,�ANT �a } � �.�, , ; � � � � �,. � � �/'� ,, , � � . OPO�EQ 6 PRO S D SANITARY MH . g � � �,, . , - � � \ � � � , �`��'�' P C S ER CFA�E RIM 7992. 8 �' �'' _'--•--,.. � � �� / ~ I a • ���� y ` t �' '� �.` INV 9 0 y"��w � � O � f ~���''"� INSTALLATION REQUIREM S . . f '>,� ,�„ ?' � y ' � . RI SEWER M 797�. 0 ' v' � � � � M ° �,/ ' . '' � f_ � M ELE t ` �. �_ � � / � ,.�"'f '` 1 �/ W� NV_ OU � ` INV OUT -r-'""s�. � ,,,.�- r*t �. � ..� :, INV ELEV = 7965. 6 � f -� �.. ,� � / � � ' / � -' t ,7- ;, � � � � m � \ � . � EXI �1j� r� ,r,�'"'' i �.. , �f � �� � ��` �..�. �T � � ' � ` �� SEWER MANHOLE ��r � R SER�VI�.` /� �--�� `tiq � RIM ELEV = 7971 . 7' � / ` � q �i BUILDIN��,..� � \ \ �,'r ""' .�p "''-��� , �,J � ���� / � � � � � INV ELEV = 7965 . 5 ' _ � �-., � � �'� � � �/`� � "�,,, '• �, ROPOSED 6 " � �/ �. p �, � � / « " � � PR PTI N�_ . � / '�C ,�.,...� � � VC SEWER LINE ,,-- _ � 3d ����`' ,�, ,....,,�....,.,� �.. � / �" . O � S3 � 0 � � . '� f.' �`•� � � \ �'' - � � ,•A . � _�---P � �`�"� �. PRO SED 10" DIP �^,, � � � � �, W/ CLEANOUT � , .-�,�'"`�� ' ��' " � � ...---- S3 � 'S AM" CROSSING �"'� , � � VERIFY LOCATION OF INV= 81 . 60 O �� , , � �-,,�•'°"`�`�� �- `� „�°"` , � � S3 '� � / \ P R W&� t �'"" � � �a k ELECTRIC METER �� � Q PROPOSED � � � r'-f � / � � ' i ' � � "" \ � � SPECIF TIOAIS �` �`"' � �'� \ 1 AND PHONE LINE ^ ^ ` ^^^� i � I i A y} � \ INSTALL 6 x 4 REDUCER FIRE HYDRANT ~ � �' p J � � �,v� �, • W �-7 �"� �„� � \ � \ ` ` � ` / PRIORINS7AL�LA�ION ,, 4" VALVE AND PROVIDE ` �� ` �, '� AND VALVE ( typ) ��"• / �,.,,,;r`'a � , " � � ���� � E� �'fi� �.�,,�. �"" "� .�-�` .� � � \�r� °ti4 � � TEMPORARY BLOWOFF FOR , �. � �i"'•`�, .� , . y�•.' .... . ._._..r'�� . r . / � .I`";�`--' s�` �'"" � � � �' P E OPTIONAL '� � \ �" ;�w..__,__�-`'� TESTING AND CHLORINATION � ;.�°'�,. .14 ay ,,�,,, � Y-- �, i � �,... < P . � n� \ PR SEDr 10" TAPPIN (��--{' � y!� -, � �\ \ , � VERIFY SIZE (RE: FUTURE USE ; �,-.�, ,t ,� � �._.� � /� (�'� � � � ` � � AND FIRE DEMAND �j ' � o-7 ` Y j'' , ` , "0� � � SLEEV N VALVE WITH ' ;•�' �-•� �i�, \ f` � r-'� � ,,\ � �,.., , � FF �'��\\ \ `-� ROAD CI�T dt�°1�ATCHBACK '� -w~�, � �'� � � .-�� '4^� � - e"'� � � "� FOR 10" D WA,TER MAIN LO� °"�' � OWNER TO VERIFY � , �" ' �� , M�^.., o �, � � \ � '�' ��' \ � ���+ PER ERW& SPECIFICATIONS «� ``;' 't�'y� � ��9r \ LOCATION SIZE AND TYPE 1 W � EXISTING 10 � �a � ^' �� 'e,� � '�-�+ � \ OF UTILITIES REQUIRED FOR ,-� ^ � (�� � � �-''� �` " � ._„�-�--�!'� ���� ~ � � ��� � WATER MAIN � \ �\ �" `�,, '�"`� � � ` \ � FUTURE RE R ATION CENTER d e � PROPOSED ��• � �' ,.� � �\ .�.•,�d"--,. ' ��"'�"'� �*^w, \" / ,`` �....,, � 'r � � '�° ELECTRICAL TRANSF ' P . � / �Y�.�� � . � a � � , ,�.,�.,,,. � � �\� � \ � �";' � w n Y ....�, ,,...., ��rr ` � A �. �} , `, .� r�" ; & METERS. ADJU A ,� � �,,,� �-f ' .�. �� � \ � ' o-7 .�,. � �M� r.�� � � r ! .» .� T"' �-� �, 4 ...,.�.�' HEIGHT TO P 0 ED � � ��r � ' �d" ,--� � J� r� �-•, � � �,, • �, \ \ \ ^ 'e � _� -�' �.., ,f � CONTAC� (T Y CRO . ,�"" �°` . " .'-�r "' � �� � � � .�.. `�� /� �( \ ^�, l P ...` ....d� � \ ' � j �� .r.�..ti �.�.�s..�,� ^ , i R �` / 1"^'i� .r d ,� f " �� � �..""� " ' �,. � r `� � E X I S TI � � � � � �, '�.,.r i r,/ ' y �' � A MAI� BOXES \ �� �-��� �, ° `�,,. �'"1�__ � w,,T WATER WELL °� � E '.� �` .~� '�,� �' �,..,, -�,1 , � ."�' ,.' . , �`.�� � " / / ,..��" ��� �''� � '�` �.� / •�-�. '� "` � �P � � "� :f _. �`'r�� J � ' , � f • « � � SEWER MANHOLE r � � . �. 1""'^•} �, ; w� �, �. � � ^"" ~`��� �`" , ,s� � � J, � \ ,},.., e � � �� ` '�., � / � , �� , �: t �..<.�.,�"'~� /., � � ��`" RIM ELEV = 8017. 5 SEWER MANHOLE � �. � 1-�.. l �\ . / �` .� .... `� Y -` � �...,..,,,� /r � / }-,`'Y�" � .��-� � 1� ,�„J",.���y�'"'/ _ � �°-•� 0 �"' \ � �' / ,•`' '`" ""•,...�4,,.....ad � /� , r � .' x �-s,; �i..•.%`" `"" / INV ELEV 7997 . 5 RIM ELEV = 7981 . 0' � \�._.a `�,`,� � ~_I��.. .,�w..� .\ ` ! � ` `� / � • , �"� ' rr �.._-��..... �,.,,,` �"'-°-- --;:i� �+;,•�� � � '� / ,�"""`.� ,,...�`�"�" �...w.- 5 ' / INV ELEV IN = 7976 . 4' ....,.,� ,�._ ' M �, ��. .� � ��,,., ��'� \ � � � �'�,, ,/ ,.. , .., p .„�"" �_..��'' � � ... � ��, ",� .. � / ✓' � '"'�' ""'� INV ELEV OUT = 7974. 1 ' \\ ��. �"� ` ` 1.. �"� � ` 'q ``l,�ti`�� � �, '"`.� � .�-'°�^ , .�--,, /� \f '�' �` 9�°M�AI� HOLE < �,...� ,.� `.1- wAr�, � '""'` ,,.� �., �--,� � "�'' �`�{ / / �-'r� " s'' � ^� � _, r � / i � �� .� �.S � '� \� *.. . RIM 'EC�,V = �9Ra. 3� � Fu r"�.,,�,( � -..�W \ ` .--. ��,, .,�"A����_ r-•�j•..., � "r' YI � / �wy a� y � INV ELE , 7977. 2� , ��-, " .,, -., ."10 ".`, ,r- ,� 4.....��`,, � ,�'/� + � � �, , � / . v� �:.�,,,.. ,,,� k..,, ,� / � ��r,��� �,.�_ q, �; c "'�,y , :�.� \ � \ � � � ..,,� �- r-� � � ��,.�..� �:. :�,�� ,. P / � � ��� j � F , � SEWER MANHOLE "t f `~ �,W,� � , "'+►�,,'L,, ;a�.. \ � �� ) �,..1�^y... r-•�"`".� �,��� �,..,.t „r� 7 RIM ELEV = 8007 . 1 ' / � � �_,, „ �• �_w,y � �"� • .. : �, ; ..... .. ,....,.r''..��°^� i . • � •°� �,,,�, FJ` INV ELEV = 7996. 4' � �� ��,� 'C �' POSSBLE EXISTING < t" .., � � . �".�� w�• �S \ '� j"� SEWER MH p`���, ,�,. y } � f,. ` � ( � / ;' w4w *k��,,,,,� ti, ...y` \ ' ^� � ,,...�kkr�..ti �...�.y�...y � / ir ^ f.�....,... ���3��� �j � f ^�C e�r'^y �.. �Q� `^`�•r V \ \\ rFs , � � �r� \ -�� -- a v �. . �. ,. } � �� � �� �����- `y ,°� �_.� �� �M�, � ,-����-�� � �"� ` � �. , ,j � � r/�Ir�e. , a {,�_ �"� .�� / �.� � � \ � ) M a � ,Fa,l. ��..ti•' `{ ��•^ '•yw•`.6r Ir^..��..-�^""\ ''' : .J'°" ^.... / �M' 8MP" .1 •� .AS V�r� \ 't M �W �' V � � •, � 4 w .� , ..: -- , , �~ m ,�,r..��� ; � / . '' �9�' T�F �� .�, ..3�,.✓' , i +��.,..�, � � ' : , , " F' �- _ \ '.� � / � � 'r-- M a ° �+� c� G r�.c -- \ �\ DRA�I BY' R.HERBST �, - � � , / , / � ,� �....� � ' , ' 'M . � T�'pyo �� T E`�, u `�;�� \ r , .` �. , -- - _____ -- f i � \ � , � � . �`, � �„ �,.,.� �„y �,s �� � i \ r � ti`° � �F+ - � '. � CHEq(� Bl". GPAl1ER QF �� C� \� OVERHEAD �� s, � \ `� _.._- --- � f \ � � �,....:�'"" r,--•�, � ...•�"''�"' \ �� q�, � �, _.� R /��+� E. N ELECTRIC LINE ' , � �.,.,� �- 7,�..'�"°�"`» • ,-�. a \� � �, L REVI� \ � \ E' "� ,3•...�`�-'�4� ' � s..,� � � 2 ' C . M . P . '� F � � � -fy,,,,,,� ,... � ,� �w ,,x,�...A,.�. ,.,•�"" �� , � �cd` � f� � \ d �,0(� ' a '� ' ..� ' e A,.�.r�....%`�--fl,,,,-'�..� �...,��.,... .�......F•,..,.�,..,,,X,�,��..�....� .J�.w..3�,,,� , . � �4�, P� ���� ���y�Q�� \ nf A ,r �MMR * Ii y ...J�.,,�y ..t...r�'*��1.�.+'nt ,�.. ' i..��`�"���r i/PO/�Y16V tl' a'/I�iBY' • v tl�Y�YI+ e R '� U r � \ ` _ __" T �_'" ;;.. ,.--.. t� �.""'�°W , Y�-''S�. � �... , ,t a,, )., x.._,,R*..�;, . .� ° � � -�,, J���, � 5 /� 9 N0. r�� ��F t y..���., "� �R "�•�, ...�,,.....R....�;_.,�....; ...., ....� ��. ..,• � t � �...., � c tl J1 `� �,.-.< > `�/� ' A y aw�' o � / �/ � V1 ` �� . ♦ �w°°wr " a S S� � '9l \\ �;�'� �- ;_..� �,, •--� �.�-- � / � � \ „ �'�._ �F � SE'WE�MA�� NHOLE ^� '� � � $1` / ��'� � J�,� � � �-• RIM ELEP°=• �986 . 0' • �-( ,��. /� �d' � � ��'t�.-;w � INV ELEV = 79�`�f".'d . „ � ,� � 3 . ,, �l � 1 '�� � �, t, ,.� FF �--- ° '�... . ��$ `''`� / 5 � �� V) \� i ^ wa'"r"° w • o • �•.. '`^'� _ / i�tyE' �ti...�t �� \ POSSIBLE EXISTING p , ..� " ;�. "'�`�'�"�� � � �����F,S ��� �....�'••`..,% � . . ..-�j � ' �''� ` .! :, '�.,,. M H � y r � • y , ��� ����,,., �f•���,� F / F� � ,�,� SEWER MANHOLE ~ � �'...�.,�Y..�,--�,•�,.-•�,.,..,. �`"`� , tl F �� � v Y ��,�,,��^,{'"..Y �a�/ s�/ RIM ELEV = 8004. 2' �az� --'_ �tq � f_ �`1%�'�..��� , , ,,,,,,,�., • _.,,,�,...,{ {` �ES ���, INV ELEV = 7995. 0' "� ~ �Ar GUY WIRE � SEWER MANHOLE � �'�`, �'"`✓'�'�'�����' � \� �� pE� ' `C ` � RIM ELEV = 7989 . 4' � }....��w.•x,...��.,....�e A � `w'�, /� � "' � v� F� �f�f ; INV ELEV = 7984. 0' � ��.... � R x.__ �._�..�. ,....,�. �-...�..... -..�...'�,....,�4...,.,�....�*-.�'--� ` � / vIP S .�p� \"`� ` y ��' 7Lr(�, ( .�.�....'1,.,.f��._.�...���,... ti,_.��_,., ,A,_,�'•.,..� �w .� •... ...• � �,,,�.,..- ��.�ji � � � � �S / A�LIP ,s 1.,...�.,_ . /� / �, - `' �� ��: ��. �� •_A�Ek `"'- MATER ---..._ � `�.,i�`...f•....R..�.l,... _r /� J�'� � �S 5� / ��j� Q�\ FS ,1`_ � ^-►_ �+ � ""�- VAT� - WATER -- MATER --..� VA �---- WATER -��' A�� / t£� NO. W�o / \ ES �"�lf`�----.��_� __� �_ __ - ATER VATER � / /� ' / � � !� �E .r� c .s�• 1LCE��� S �� S� � �� �S � S T��_ �' ws�� t Pfi tA - Siterork Pod�oge 01 Dec 00 �� ...,�� ES rE�e ' `-- � ��`"�'°i� ---�,s - �S �S ES ES --- ES i-'`�� � 2 Schematic Oesq� Padoage 15 Dec 00 +MS ----6AS rs�- - .__ _- � .."' ^p�s _'_ � �� �pS -- GAS ,._. �pS --"" �-'�" POSSIBLE EXISTING MH EXISTING FACILISIES LEGEND m SEWER MANHOLE o-� o-a GENERAL N4TES� � ELECTRIC MANHOLE pd WATER VALVE S�ET C�11FN15. PER ERWBcSD SPEC4FICAT{ ONS , 1 . The utifity locations on these drawings are � FIRE HYDRANT intended to provide ond contain eneral information �, INSULATE ALL WATER AND SANITARY as to the description , nature anc� location of any and pQ GAS VALVE SCHEMATIC-DEEP - N� atl underground � overhead facilities. Alpine Engineering � LAMP POST SHALLOW- UTILITIES- PLAN MAIN LINES WITHIN 2 ' OF STORM SEWER expressly disclaims and assumes no liability for the precise location or existence of the facilities depicted on these -�- POST WITH SIGN drawinqs . Utility locations on these drawings were provided by tiefd locations marked by the respective utility companies. o ELECTRICAL METER A COMPLETE SET OF ASBUILT DRAWINGS 2 . It is the contractor' s responsibility to locate all utilities prior , , � TELEPHONE OR CTV PEDESTAL WILL BE REQUIRED TO BE SUBMITTED to any construction activity. The contractor is also responsible 11 . � t is the contractors responsibility to coordinate a preconstruction for contacting any applicable utility companies prior .to meeting with all the utility companies. A preconstructicn rnee 'ting � TEST PIT TD THE OWNER AND ALPINE ENGINEERING construction activity over or around any existing utilities. shali take place with the Owner, Alpine Engineering and all of the � appropriate utility companies 48 hours prior to any construction . � INDICATES A BOULDER PRIOR TO FINAL PAYMENT AND RELEASE 3. The contractor is required to keep a set of contract documents on site at afl times. The contractor is required to keep a set 12. The Town of Vai1 has retained an Arborist to oversee any activity � INDICATES A CONCRETE WAIL OF CONTRACT RETAINAGE . of marked asbuilt drawings current as the project progresses. which is pro� osed around or near any of the existing trees or 19 , Encroachment Agreements will need to be created for any vegetation . Protect all trees from damage or undo stress. utilities strom drainage structures, landscaping or .retaining INDICATES AN EVERGREEN TREE WiTH A TRUNK 4. See Architecturql , Mechanical , Structural and Landscape plans walls w� ich encroach upon existing easements or rights of ways. � DIAMETER OF 3" OR LARGER for any additionol notes and requirements for construction . 13. Refer to the Landscape Plans for the removal or protection of INDICATES A DECIDUOUS TREE WITH A TRUNK PLAN AND PROFILE SHEETS FOR any trees or vegetation located on the site, 20 . Determine the length�demand /load of the proposed restroom � �� 5 . It is the contractors responsibility to obtain all permits required electrical service. T e restroom is currently 400 L. F. from the DIAMETER OF 3 OR LARGER WATER AND SANITARY MAIN LINES for construction . Contact Alpme Engineering os some perm �ts 14 . The controctor is to provide adequate traffic cor, trol for any electric transformer shown . Should transformer be relocated? �c ---- �c BURIED ELECTRIC UNE may have been applied for. construction activity along public roodways per the Town Of - WATER - VATER --- BURIED WATER LINE WIL. L BE PROVIDED PRIOR TO CONST. vai� requirements for traffic control devices. 21 . SITE LIGHTING CONDUITS ARE NOT SHOWN ON THIS PLAN . THE 6. Erosion Control is the responsibility of the contractor. All of the IIGHTING DEMANDS HAVE NOT BEEN REVIEWED AND NEED TO BE - w,s - ws - w�s --. BURIED GAS LINE Erosion Control Features shall be mstalied per these plans/details 15. The contractor is to provide , the Town of Vail and Alpine VERIFIED PRIOR TO CONSTRUCTION . - TELE -- r�.e -- BURIED TELEPHONE LINE and maintained throughout the course of construction . Engineering a Certified Traffic Control Plan prior to fhe WATER AND SANITARY INS I ALLATION SHALL commencement of any construction activity. 22 . The proposed restroom is to be winterized , a water meter vault - crv- crv crv -. BURIED CABLE TELEVISION LINE 7 . The contractor is to notify AIpine Engineering and HP Geotech with o hose bib and isolation valve to droin all restroom water - c� - a -�- � - OVERHEAD UTILITIES CONFORM TO ERW& SD SPECiF1CAT10NS as soon as possibie if ground water is encountered anywhere 16 , See the detail sheets included with this plon for qdditionol lines is required. See the detoil sheet for water meter vaults. - cs - cs cx -- SEWER LINE on site during excavation of subgrade. notes and requirements for site construction activity. 23. IRRIGATION CONDUITS ARE NOT SHOWN ON THIS PLAN . SOCCER - - - - - - - - EDGE OF ASPHALT/CONCRETE 8 . The contractor shali refer to the soils re ort for radin slo es , 17 . The contractor is to contoct The Town of Vail prior to any closure FIELD , PLANTING AREAS, PLAYGROUND , ETC . ARE NOT FINALIZED , compaction requirements and subdrainage structu9es. 9 p of recreation paths. Alternate routes may need to be provided . COORDINATE WITH MECHANICAL, ARCHITECTURAL AND LANDSCAPE . DRAINAGE FLOW LINE `.�.. . ,. «�. a s ..�. � ti .,... . . �,... EDGE OF GORE CREEK PROwCT k0» 56�01 9 . The slope of grading shown on these plans is based on general 18 . Refer to the construction specification documents for construction 24. THE PROPOSEO 10" WATER MAIN REQUIRES STUDY REGARDING FENCE site soil conditions and may vary. . The contractor shall coordinate barrier fence requirements. All signage and traffic control shall be FIRE DEMAND TO CALCULATE AND VERIFY THE SYSTEM BEHAVIOR - GUARD RAIL all site grading issues with the soiis engineer. in place and maintained prior to and during any construction . PRIOR TO CONSTRUCTION . ° � � " � � �ATE 15 DEClrtlb� � DENOTES LOCATION y,,�.,,�.,n�„J�,_,��„��,,,,�1,_,�„_,l TREELINE AND SHEET FOR ANY 10. Buildin9 subdrains are not shown on this plan and may be required 19 . Contact the Town of Vail Public Works Department for a schedule 25. THE CONTRACTOR IS NOT TO INSTALL ANY WATER SERVICES UNTIL for all building construction . The soils engineer , will need to review of dates, hours and any other limitations regarding construction THE FIRE DEMAND IS PROVIDED BY THE FIRE PROTECTION AND PROPOSED UTILITIES LEGEND � SPECIFICATIONS, the final construction dacuments and exposed site grading to activity within the Town of Vail . The contractor is responsibie for MECHANICAL CONSULTANTS. VERIFICATION OF DOMESTIC DEMAND , p��� NQ,; DETAILS AND NOTES determine type and location of required site and buildinq subdrains. all acfions in conjunction with the construction activity. ETC . IS ALSO REQUIRED PRIOR TO CONSTRUCTION . 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' ARCHITECTURE PLANNING INTERIORS 32065 CasHe Cart, Sdte 150, Evergreen, Cdorado 80439 � Telephane: 303.670.5980 Facsimile: 303.670.7162 i CopyrighL This daument is an instrummt of services, ond as such remoins ihe properiy o( ihe Nchitat Pmnissian for use o( ihis dncumeni is I'rtnited I� ond can be eatended aniy by agreemeni with Odeil Archiiecis, P.G. ` � , � � i I . I � 42 ' - 6 1 /4° � 25 ' - 10" r � � � � I � � , � � � 1 � ,5 , ��? N , � � `' — � � M�� / 16 ' � � — � � _4 �/4 " � — 1 � ' � � � � � 1 � � o _ E-+ _ _ � A N � \ I � ` � � � � � I ` � � � 'p � � � I (O � �' � \� '� / � �` � � `` 1 �\ � � ��1�� �� / ` _ � � � oti _ _ - ^, - o � � � _ — — -- � �` � � � � � � O � � � � � _ - _ - - o � � � � U _ - � , _ - � � ^ _ � - - ' � � � _ - - � M•-�I � � " .,� � � � � MECHANICAL KITCHEN ��� N i � � � � PAVILION SPACE , �' � � ao � � � oo � / � � � 1 � � r � � � � � I I - - - - - - � � i ` ,r � � � � �� OFFICE � � o � `� ' 0 ; � � �� i , i o �- o00 � � � �� o STO RAG E �� � , _ � 'i � � � / � A3 . 1 �, l � � i I �F 1 ✓ I I 3 1 ' - - - - - - - - - / - A3. 1 ' � I i � ' '� , C OAT ', ,' � i � i 1 � ' / DRAWN BY: � � �� ' � �, / CHEqtED BY: N � , ! LOBBY , , i � I � ` � REVISIONS: z '+ I � � � A3 . 2 � � � / A3. 2 No. � Description 6ate � � � / i � / � � � � I I � I � � � � i / � � � �� ' � ° `I r___... � � i � I � �` ; � --, - -= n . __ � / , � -- . '. 1 � I !i � 1 0 . ; ... _ , / � � � i I „ � � ( � � � G:. 16 '$ - � � � / 0 _ , �` _ �° i 1 f � s, �� � � 2 _ _ _ — � _ � I ^ � W � I � � `�� � _ ` I � I � ��� ` � � � -r . il � � � I �� �� ��� �� � �� I � �` _. _ I / I � - -' _ � I _ _ � � ' - ' _ 1 — — ' � — � / ISSUE RECORD: I � j � 22 - , I � — I— � � — � 6 �/2 " �� / r� � � � — ` � / No. Description Date �� � ` � � , � �2 �''� �/2 " � � � ` i Phose tA Sitewak Q1 Dec 00 — — F I � — _. J 2 SchemaEic Design Padcage 15 Dec 00 � I �_° I _ 0" R 94� ' �� � ' 60 ' - 7 � 62 ' - 10 1 /4" I �-- *--- _�..... . ,.. _., . � , SHEET CONTENTS: 2 � � "� � ! ' PAVIL�ION FLOOR PLAN A3 . 1 , PAVILION FLOOR PLAN i A2.1 SCALE; 1 /8'=1'—D' I � _.. I � � PROJfCT NO.: 9955 DATE: 15 December 2400 DRAWING NO.: I � ►— - ------ —j— _ � � � �i � ODELL ARCHITECTS , P . C . ARCHITECTURE PLANNING INTERIORS 32065 Castle Court, Suite 150, Evagreen, Cdorado 80439 I Telepho�e: 303.670.598C Facsimile: 303.670.7162 ' CopyrigM; This document is an inslrumenl af services, and os such remains I tne oroperty of the Architect Permixsim fa use of this document is limited ii and can be e�tended only by agreement with Odell Architects, P,C„ I � 2 \ �" A3. 2 � i , i � � i ` 3 A3. 2 i � i � _ � � � i � I � � I � � � i ` I � � / I ' � / � � I � �� � � � / � 4 � � � � � A3 . 2 i � � M�� � \ � � � M■� , , � oO - o , � o . � w � � �J 3 � A3. 2 1 /r---�i �..r� ' � � A3 .2 � �/ � F�y � � � � � .. .,� � I , i � I � � � I 3 PARKING STRUCTURE PLAN - UPPER LEVEL a�.z sca�: , '=zo'-o' � � � � I I DRAWN BY: ECJ CHECKED BY, � / °� ' ,� REVISIONS: � � , ----; � No. Description Date � � ��� � k� � Q � , 3 � A3 . 2 0 � � I � � � l o ° � i t ' o ° o ISSUE REGORD: p o o p o � No. Description —J Date i 0 0 0 1 Phase 1A Sitework 01 Dec 00 � o � � 0 2 Schematic Desic� Padcage 15 Dec 00 � � —� � � ---__ i I � �� ��,,,� � 0 '� � � � o � � —� , . 1 I ; � � o o � ° 4 j � � .,, � � A3 . 2 � �' I �' ����� � �� � SHEET COWTEN�S: 0 0 0 � 0 0 �� �' T i _ _ _ � _ O O O _ � �� � PARKING STRUC � URE & 1 0 � i o ! o � O O O ' � A3. 2 � RESTROOM PLAN � 1 � J j _ � ' � � ' �`� 3 � � �� A3 . 2 � - � �J � -_ _ � � . - - -_ � _._. � �- I II � 5 A3 .2 -� i PROJECT NO.: 9955 DATE; 15 December 2000 2 RESTROOM PLAN , PARKING STRUCTURE PLAN — LOWER LEVEL oRA�N� NO.: A2.2 SCALE: 1 /8'=1 '-0° A2.2 SCALE: i °=20'-0' I !� � � � I � � _ _ � 1 � I i I i � I � � I � ODELL ARCHITECTS , P . C . � ABCHITECTURE PLANNING INTERIORS I 32065 Castle Court, Suite 150, Evergreen, Cdorodo SG�39 Telephone; .3��.670.5980 Facsknile: 303.670.7162 I Copyright; fiis dceurnent is an inslrumeri of savices, and as such remains the property of ihe Architect Permiss�n fa use ot this dceument Is limited and c� be eztended only by agreement wiih ddell Architects, P.C.. I I T A3 . 2 � � 85 ' �6 " , � � 1�■■�I r � -� � - � � ��� � _ v� I � � � � r - � � -� � l 4 ��� � - ��- � � M■■�.,� 1 ` ` � � � � � � O � � � � � � � � � .�� � �. .� � � � ` �� � ' � � � � _ � � - �. � ` �� � �_ � ` � � �� � _� � � � � �C o � � � � � � , , ii , \ _ .. i � i / � ; '`- - - - - - - - - - - - - - - - - - - - - - - - _ -1- _ J � � rF i � � 1�� � i � � i � � � f � h■� � � � � � � �� I 1 ���� � '� � / / ;i '- " � � � � / � � � � ' / ���'/ � / � � � � ' �, / � � / � I � � : � i �I � / / / / / � I � /�� � � �/ � � �1 � � / �� � � � � � � �� � �� �� „�\ � �1,�,� I � / � i � I � { � � � / � ,i � � I ���1 � / �� i ` � �� � � 1 i � � / 11 '��1� \ � 1 � / � / / / `` � A3. 1 � � % // � I ' � �2 b_ 3 � f� , / `y i � � , � A3 . 1 ( 1 / � I o I 1 � �. � 1 � , � °s '� �+ 3/�12 I � v°I DRAWN BY: � � I % � � `�' i � � I � i CHECKED 8Y: � � � l � � I � � REVISIONS: 2 � , 'I I 2 r� �� A3 . 2 1 �I y ; A3 . 2 No. JE�cription Date � i I l� ; � � ' � � � 0 � � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � � ; , i i � � � � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ' � 1 0 � Q -� � 0 . , � w ��� 8 14' � .� t � � � � ._._ ` � �-�� r -��-, 1 - -- � �,.�j _ �. , � , � � � _ - � � '� — ISSUE RECORD: � �M � � =`� ;�� o � 64 , - — i No, i Description i Dat� e — � � � FOR TROOFS 1 � Ph so e 1A Sitework 01 Dec 4� 2 Schematic Des�gn Padcage 15 De� c 00 ; 6� ' � R ! g � _p� -p » I � 2 I J A3 . 1 � ; SHEET CO�JTENTS: PAVILION ROOF PLAN -� � ! , PAVILION ROOF PLAN A2.3 SCALE; 1 /8"=1'-0" , PR4JECT NO.: 9955 DATE: 15 December 200Q � DRAWING NO.: � i I � � � I � __- --- _ — _ � T � � , i � I ODELL ARCHITECTS , P , C . ARCHITECTURE PLANNING INTERIORS 32065 Castie Court, Suite I50, Evergreen, Cdorado 804:9 Tdephone� 303.670.5980 Facsimile; 303.67D.7162 CopNigM: This daume�t is an instrume�t of services, and as such remains the property of the Architect Permis�im for use of this aocumeni is limifetl � and can be eztended only by agreement wit6 Odell Architects, P.C.. ` . II ZINC ROOF BEYOND , WOOD PURLIN (TYP.) � END OF TRUSS � WOOD GIROER (TYP.) � � WOOD qRDER (TYP.) � S1EEL COLU�IN i ZINC ROOFING � � i, ,! STONE WALL WOOD SIDING � � GLAZING � i � � , STONE WALL � �"'�I � r-•-� A � � � � r---� � 3 WEST PAVILION ELEVATION , � � ' A3.1 SCALE: i/8"=1 '-0" � 4 ' � � � O � � U � � � �-.� � � � � � � � ZINC ROOfING � o WOOD PURLIN (TYP.) � � � I STEEL COLU�IN � i � ZINC ROOFING WOOD PURLIN (TYP.) , WOOD GIRDER (TYP.) N100D qRDER (TYP.) .�--- WOOD SIDING � GLAZlNG � ; ' � � , ; ,� �. � ' -- DRAWN BY: ECJ , � � ��� � i WdOD PANEL � STEEL COLU �, ; ., � / I' ' � CHECKED BY: � � � � ' I i � ' 1��i� � ' � REwsio�5: 1 �� I i � i GLAZEO FRENCH OOORS � STONE WALL ; � � No. Descnption Date I' I � � � -� �-� i � � � � j 0 I � 0 I � 0 ' � � � I z SOUTH PAVILION ELEVATION � � A3.1 SCALE: 1 /8"=1 �-0" l� � � �— _I ISSUE RE('ARD: ' No. Description I Date � i Phase 1A Sitewak 41 Gec 04� 2 Schematic Desic� Padcage 15 Dec 40 ZINC ROOFING �----------� � � � � � _� I WOOD PURLIN (TYP,) SHEET CONTENTS: WOOD qRDER (TYP.� EXTE � IOR ELEUATIONS STEEL COLUI�N , WOOD PANEL WOOD SIDING I � GLAZED FRENCH DOORS I � PROJECT NO.: 9955 � i DATE: 15 December 2000 i ; DRAWING NO.: � EAST PAVILION ELEVATION A3J SCALE: 1/8"=1 '-0" � I � �I � —_ — —� � � � ODELL ARCHITBCTS , P . C . I ARCHITECTURE PLANNINC INTERIORS I 32065 Castle Court, Sui1e 150, Evergreen, Cdorado 80439 Telephone: 303.670.5980 Facsimile; 303.6J0.7162 i Copyright: This daument Is an insirument of services, a�tl as such remains ihe prnperty oi the MchftecL Permis�a! (u use of ihis document is IimiteC and can he eztended only by agrcemeni with Odell Archilects, P,C,. I , i I � � � � I � � � I � I � � � � � O , �� A ; , � .� � : � � � � � o O � � o 1 � �, � � � � � � � � � � -� �c � � � I ZINC ROOFING �' I i � � � WOOD PURLIN (TYP.) � i � � I � � WOOD GIRDER (TYP.} � WOOD qRDER (TYP,) I � � STEEL COLU�IN I i � / � f DRAWN BY: ECJ � � � I I � CHEq(ED BY; I '' � i � REVISIONS: STONE WALL � No, Description Date � � � � � � `—� � � 2 BUILDING SECTION � �-� A3.2 SCALE: i/8"=1 '-0" � �—'I � I I I ; � ISSUE RECORD: No. Description , DI at� e I_J � —� 1 Phase 1A Sitewak � G1 Dec 00 � 2 Schemotic Design Padcage 15 Dec 00 � WOOD PURLIN (TYP.) ` � � � �NC ROOFING i � `` SHEET CONTENTS: WOOD GIRDER (TYP.� EXTERIOR ELEVATION & � BUILDING SECTION , WOOD SIDING W000 SIOING STEEL COLUMN (TYP.) � , J PROJECT NO.: 9955 � � DA1E: 15 December 2000 � DRAWING NO.: , NORTH PAVILION ELEVATION � A3.2 SCALE: 1/8"=1 '-0" � � � � � _. . � I � r I i I i i ODELL ARCHITECTS , P . C . ZINC ROOFING ARCHITECTURE PLANNING INT & RIORS a � �� FAS��A ZINC ROOFING 32065 Castle Court, Suite 150, Evagreen, Cdorado 80439 Telephone: 303.670.5980 Facsimile: 303.670.7162 � u �� S���N� w� ���N� Copyright: This document Is an inslrum�l of savices, antl as such remains � ', the property ot the Architect Permis�ion fa use of ihis document is linitetl � � ��N� ST�E W� and can be eztended only by agreement with Odell Archilects, P.C.. ❑ ❑ sro�E wau I ❑ � � sro�E wa� � , i 6 RESTROOM ELEVATION 5 RESTROOM ELEVATION � A 3.2 SCALE: 1/8"=1 '-0" A 3.2 SCALE: t /8'=1 '-0' i i ::�,:...�-,. I i , s:..� wy..,.....r�-..r"'.wsQ. � � � � 'i �F �. � I , . ,f � ��� ' 'Fr����� ������� � �, � . -�nY'S � �� •�� '� � .Wn� . � � � . y �" 1 J ' � Y / ;�' ��,`kN' � y� � � Y �;N'�"�:v.. � �x �*%� y�,.,yr� � � ` .s� � f eu,� � . A�,� �N � . `�.+r" �,. n^'w . I ! � �`� ��w�r [� O ,.,� A � ..M�^"�. ' �� i 'I � . /°n � i°IAV� �. � I I I � � I I . rc�' y . 1 i . .....� � . ' } � .,.. . , . .. .: ' ; �� Q � � � � , : . #, � � � � � � Q 4 � � � � � � � ., I � � I � � � I I ( I I � � I I I � � I � I � � ITI 11 1 ; L I � I �� � � � � ' � � I C � � C _ _ � C _ �,, - � C ± � i � � � I I i Q � � � 4 SECTION ELEVATION 3 SECTIDN � STAIR A3.2 SCALE: 1/8"=1 '-0" A3.2 SCALE: 1 /6'=1 '-0" � i � DRAWN BY: ECJ STONE—fACED CHECKED BY: GARDEN WALL LINE OF GRADE LINE OF PARKING I . STRUCTURE BEYOND No. Description Date � � �� �� 11 � = � I �� �� ��� 1� �� -- ��� � ��� �i �� � 1 �ti �� Q I �ti ��� �� ���� � � � 1� i � -- -- �� ��� 1�� ��� �i ��� Q �� 1 ��""` _ ��� s _ �� ��� ��� �� r.. .�� .�� �� �� '�� +...� ��� .... ,. �� �� ��� '4 '— ^— �� "�'�� �� �_ Q �� i` '�� �� ' ��. � � � � ��. �� ..��• �� � � �� � ��� � � �� �r Q �� �� ���.... �w� ��` I ! ISSUE RECORD: 2 GARDEN WALL ELEVATION A3.2 SCALE: 1 "=20'-0" No. Description Dote j --.J 1 Phase 1A Sitewak 01 Dec 00 2 Schematic Design Padcage 15 Dec 00 � _._� J � � � � UNE OF GRADE � BACK OF WALL SHEET CONT�iJn: � c�oa� wAU PARKING STRUCTURE � RESTROOM ELEVATlONS & �- -- - - - -- - - - - SECTIONS _ � ____ ____ ---- �i . �� . '— �� �� ..�-.--�� _�� �� i�� �� �� . l� `� �--� �� -- —� _`— �'� `1 �— ^� �— �� �� �— � ' J_ �� �� ��� `� + �� �� ..��� �� �� r �� ' `_ r.-�� I I I I I PROJECT NO.: 9955 , PARKING ST� UCTURE ELEVATION oA�; 15 December 2000 A3.2 SCALE: 1 "=20'-0" DRAWlNG NO.: � I � � � _. — —�— � � DESIGN NOTES GENERAL NOTES ODBLL ABCHITBCTS , p . � . Ascais=crvsr Pwx��xc I�ns�one 32065 Castle Court, Suite 150, Evergreen, Cdaado 80439 Tdephme: 303.670.5980 Facsimie 303.670.7162 Cop�ighl This daument is an instrument of senices, and as such remains the property of lhe Architeci. Permission for use of this dacument is limited and can he extended only by ageement with Odell (vchitects, P.C.. INTRODUCTION 1 . A . THESE NOTES SUPPLEMENT THE SPECIFICATIONS WHICH SHALL BE REFERRED TO B . ALL CONCRETE IN CONTACT WITH SOILS SHALL USE TYPE II CEMENT . 10 , LIGHT GAGE METAL FRAMING FOR ADDITIONAL REQUIREMENTS , THE PROJECT CONSISTS OF A SINGLE STORY PAVILION BUILDING LOCATED IN DONOVAN PARK C . SEE SPECIFICATIONS FOR ADDITIONAL DURABILITY REQUIREMENTS , A . 16 GA . AND HEAVIER MEMBERS SHALL HAVE A MINIMUM YIELD STRESS OF IN VAIL , COLORADO . B . ARCHITECT ' S APPROVAL MUST BE SECURED FOR ALL SUBSTITUTIONS . 50 , 000 PSI . 18 GA . AND LIGHTER MEMBERS SHALL HAVE A MINIMUM YIELD D . REINFORCING ; MILD STEEL REINFORCING SHALL BE ASTM A615 WITH A MINIMUM STRESS OF 33 , 000 PSI . C . CHECK ALL DIMENSIONS ON STRUCTURAL DRAWINGS AGAINST ARCHITECTURAL YIELD STRENGTH 60 KSI , EXCEPT WHERE NOTED AS 40 KSI . ALL REINFORCING FOUNDATIONS DRAWINGS . REQUIRING WELDING SHALL CONFORM TO ASTM A706 , WELDED WIRE FABRIC B , STUDS , TRACKS AND JOISTS SHALL BE 20 GAGE MINIMUM UNLESS NOTED SHALL CONFORM TO ASTM A185 . ALL REINFORCING AT PARKING DECK SHALL OTHERWISE , A SUE -SURFACE INV � STIGATION Or TH � SITE ? S IN PROGRESS AND FINAL FOUNDATION D . VERIFY OPENINGS THROUGH FLOORS , ROOFS AND WALLS WITH ARCHITECTURAL , BE EPDXY COATED . DESIGN PARAMETERS HAVE NOT YET BEEN ESTABLISHED . THE FOUNDATION SYSTEM FOR THIS MECHANICAL , CIVIL AND ELECTRICAL REQUIREMENTS . C . REFER TO PLANS AND DETAILS FOR CONNECTION OF STUD WALLS TO BUILDING IS EXPECTED TO BE SHALLOW SPREAD FOOTINGS CONSTRUCTED ON NATURAL E . REINFORCEMENT PROTECTION FOUNDATION, FLOOR OR ROOF . BEARING MATERIALS WITH AN ALLOWABLE TOTAL LOAD DESIGN BEARING PRESSURE OF 3 , 000 2 . GOVERNING BUILDING CODE : UBC 1997 1 . ) CONCRETE PLACED AGAINST EARTH . . . . . . . . . . . . . . . . 3 ° POUNDS PER SQUARE FOOT . 2 . ) CONCRETE PLACED IN FORMS BUT EXPOSED TO WEATHER OR EARTH : 11 . TIMBER 3 . LIVE LOADS USED IN DESIGN a . BARS # 5 AND SMALLER . . . . . . . . . . . . . . . . 1 - 1f2 ° b . BARS #6 AND LARGER . . . . . . . . . . . . . . . . . . . 2 " A . ALL TIMBER PRODUCTS SHALL BE IN ACCORDANCE WITH THE NATIONAL FOREST FLOOR SLABS AT GftADE A . SEISMIC LOADS 3 . ) COLUMNS , GIRDERS , BEAMS . . . . . . . . . . . . . . . . . 1 - 1 /2 " PRODUCTS ASSOCIATION , NATIONAL DESIGN SPECIFICATION, LATEST EDITION . TNE FLOOR SLABS FOR THE BUILDING WILL BE 4 INCH THICK NORMAL WEIGHT CONCRETE , ZONE . . . . . . . . . . . . . . . . . . . . . . . . . . 1 F . REINFORCING PLACING TOLERANCES B . ALL LUMBER SHALL BE VISUALLY GRADED AND HAVE A MAXIMUM MOISTURE REINFORCED WITH A SINGLE LAYER OF STEEL MESH CENTERED IN THE MIDDLE OF THE SLAB . 1 . ) CLEAR DISTANCE FROM BARS T0 : CONTENT OF 19q . ALL REINFORCING MESH WILL BE INSTALLED IN FLAT SHEETS SUPPORTED AT THE PROPER SEISMIC ZONE FACTOR , Z . . . . . . . . . . . . . . . . . 0 . 075 a . SOFFIT ON EARTH . . . . . . . . . . , . . . . . . , + /- 1 /2 " � LOCATIONS USING CHAIRS PLACED DIRECTLY ON THE SUBGRADE . SLABS WILL BE PLACED b . FORMED SOFFIT . . . . . . . . . . . . . . . . . . . +/- 1 /4 ° C . FRAMING LUMBER : 2X8 AND LARGER , DOUGLAS FIR -LARCH ; ALL ELSE ; OVER A 4 INCH THICK LAYER OF FREE -DRAINING GRANULAR MATERIAL ABOVE THE SITE FACTOR , S . . . . . . . . . . . . . . . . . . . . 1 . 5 c . FORMED SIDE OR VERTICAL SURFACE . . . . . . . . . . � /- 3 /8 " HEM -FIR IN THE FOLLOWING GRADES : � STRUC7URAL FILL LAYER DESCRIBED ABOVE . d . TOP SURFACE 1 . ) GENERAL FRAMING ; STANDARD AND BETTER OR STUD , I MPORTANCE FACTOR , I e . . . . . . . . . . . . . . . . . . 1 . 0 DEPTH 8 " OR LESS . . , . . , . . . . . . . . . . . . + /- 1 /4 " 2 . ) STUDS : STUD OR BETTER �� IN ORDER TO MINIMIZE CRACKING DUE TO SHRINKAGE , FLOOR SLABS WILL HAVE CONTROL DEPTH MORE THAN 8 " , NOT MORE THAN 24 " . , , , , , . +/- 1 /2 " 3 . ) FLOOR JOISTS AND ROOF RAFTERS : N0 . 2 OR BETTER . JOINTS AT INTERVALS NOT EXCEEDING 12 FEET ON CENTER IN EITHER DIRECTION . B . WIND LOADS DEPTH MORE THAN 24 " . . . . . . . . . . . . . . . . +/- 1 " 4 . ) BEAMS , STRINGERS , POSTS AND TIMBERS : N0 . 1 OR BETTER , �..� 2 . ) SPACING OF BARS : �� � SLABS WILL BE ISOLATED FROM UTILITY LINES AND BUILDING FOUNDATIONS , EXCEPT AT REFERENCE WIND VELOCITY . . . . . . . . . . . . . . . . . 80 MPH a . LONGITUDINAL BARS IN COLUMNS , GIRDERS , BEAMS . . . . +/- 1 /4 ° D . BRIDGING : BRIDGE BETWEEN JOISTS OR RAFTERS WHERE NOMINAL QEPTH -TO - DOOR THRESHOLDS AND ADJACENT EXISTING INTERIOR SLABS , ISOLATION JOINT b . TIES AND STIRRUPS . . . . . . . . . . . . . . . . . +/- 1 " THICKNESS RATIO EXCEEDS 5 WITH BEVEL -CUT DOUBLE -CROSSED WOOD � MATERIALS , BLOCKOUTS AND SLEEVES WILL BE INSTALLED TO PERMIT MOVEMENT OF THE WIND STAGNATION PRESSURE , Qs . . . . . . . . . . . . 18 . 6 PSF c . IN SLABS AND WALLS . . . . . . . . . . . . . . . . . +/- 2 " BRACING , OR WITH SOLID BRIDGING 2 " THICK BY DEPTH OF JOIST . END SLAB -ON -GRADE WITHOUT CAUSING DAMAGE TO THE BUILDING STRUCTURE AND UTILITY 3 . ) LONGITUDINAL LOCATION 0� BENDS AND BAR ENDS : NAIL SOL1D BRIDGING TO JOISIS ; NAIL BOTH ENDS OF CROSS -BRIDGING . � L I N ES . SI M ILA RLY , N ON -L OA D B EA R ING PA R T I T I ON WALL S WI LL B E I S OLA T E D F R O M T H E E X P O S U R E C L A S S I F I CA T I ON . . . . . . . . . . . . . . . . . B a . A T D I SC O N T IN U OUS E N D O F M EM B E R . . . , . . . . . . . +/- 1 /2 " S P A C E B R I D G I N G A S R E Q U I R E D 8 Y C O D E , P R O V I D E S O L I D B L O C K I N G B E T W E E N ROOF STRUCTURE TG MITIGATE DAMAGE TO EITHER ELEMENT SHOULD THE SLAB MOVE . b . ALL OTHER LOCATIONS . . . . . . . . . . . . . . . . +j- 2 ° JOIST5 AND RAFTERS AT SUPPORTS . �iL.� IMPORTANCE FACTOR , Iw. . . . . . . . . . . . . , . . . 1 . 0 G , NO SPLICES OF REINFORCEMENT PERMITTED EXCEPT AS DETAILED Oft E . STUD WALLS: � ROOF FRAMING C . ROOF LOADS AUTHORIZED BY STRUCTURAL ENGINEER . MAKE BARS CONTINUOUS AROUND 1 . ) FRAME STUD WALLS WITH 2X STUDS @ 16 " ON CENTER AS CALLED FOR ON 4 CORNERS . WHERE PERMITTED , SPLICES MADE BY CONTACT LAPS , SHALL SE 36 THE DRAWINGS . � THE PRIMARY ROOF STRUCTURE FOR THE BUILDING ADDITIONS IS SHOWN ON THE FOLLOWING SNOW LOAD . . . . . . . . . . . . . . . . 100 PSF ( NOT REDUCED ) DIAMETERS MINIMUM , 2 . ) PROVIDE A MINIMUM OF 3 STUDS AT CORNERS . � STRUCTURAL DRAWINGS . THE ROOF DECK WILL BE WILL BE 3X6 ( NOMINAL ) TONGUE AND 3 . ) SHIM FOR BEARING ON CONCRETE SUBSTRATES . GROUT WITH 1 : 3 � GROOVE GLUE -LAMINATED DECKING WITH A LAYER OF PLYWOOD SHEATHING , ROOF PURLINS ROOF TOP OR SUSPENDED EQUIPMENT . . . . . . . . . . . . . AS NOTED H , DETAIL BARS IN ACCORDANCE WITH " ACI DETAILING MANUAL ° , PUBLICATION PORTLAND CEMENT -SAND GROUT FOR FULL BEARING , � `C AND ROOF GIRDERS WILL BE DOUGLAS FIR -LARCH G � UE -LAMINATED TIMBERS . COLUMNS WILL SP -66 , AND " BUILDING CODE REQUIREMENTS FOR REINFORGED CONCRETE , " 4 . ) WHERE DOUBLE TOP PLATES ARE CALLED FOR IN THE CONTRACT � BE STEEL PIPE . ALL CONNECTIONS EXPOSED TO EXTERIOR WEATHER SHALL BE HOT -DIP D . PARKING DECK . . . . . . . . . . . . . . . . . . . . . . AS NOTED ACI 318 , LATEST EDITIONS . PROVIDE DETAILS INDICATING REINFORCING DOCUMENTS , STAGGER SPLICES AND FACE NAIL PLATES TOGETHER . � GALVANiZED ANC PAINTtD . CONTINUITY AT CONSTRUCTION JOINTS . 5 . ) PROVIDE STUDS AT OPENING JAMBS AS FOLLOWS : O a . 2 STUDS AT OPENINGS LESS THAN 5 ' -0 " WIDE _ � � 4 . STRUCTURAL STABILITY DURING CONSTRUCTION I . PROVIDE ACCESSORIES NECESSARY TO PROPERLY SUPPORT REINFORCING AT b . 3 STUDS AT OPENINGS BETWEEN 5 ' -0 " AND 8 ' -Q " WIDE LATERAL rORCE RESISTING SYSTEM POSITIONS SHOWN ON PLANS AND DETAILS . c . 4 STUDS MINIMUM AT OPENINGS GREATER THAN 8 ' 0 " WIDE � I A , THE STRUCTURAL DRAWINGS ILLUSTRATE THE COMPLETED STRUCTURE WITH ALL 6 . ) BEAR OPENING HEADERS ON MULTIPLE JAMB STUDS AS FOLLOWS : C...� � THE LATERAL FORCE RESISTING SYSTEM FOR THE BUILDING WILL BE BRACED STEEL FRAMES . ELEMENTS IN THEIR FINAL POSITIONS , PROPERLY SUPPORTED AND BRACED . J . PLACE 2 -# 5 ( 1 EACH FACE ) WITH 2 ' -0 " PROJECTION AROUND OPENINGS IN a . 1 STUD AT OPENINGS LESS THAN 8 ' -0" WIDE �� THE CONTRACTOR , IN THE PROPER SEQUENCE , SHALL PROVIDE PROPER SHORING CONCRETE ; PLACE 1 -#4 ( IN TOPPING ) WITH 2 ' - 0 " PROJECTION AROUND b . 2 STUDS MINIMUM AT OPENINGS GREATER THAN 8 ' -0 ° WIDE O AND BRACING AS MAY BE REQUIRED DURING CONSTRUCTION TO ACHIEVE THE OPENINGS THROUGH FLOOR TOPPING SLABS , UNLESS NOTED . 7 . ) REFER TO DRAWINGS FOR SPECIAL STUD CONDITIONS . EXTERIOR WALL SYSTEM FINAL COMPLETED STRUCTURE , � K . PROViDE SLEEVES FOR ALL PIPES PLACED THROUGH C �NCRETE . F . ALL MULTIPLE MEMBER HEADERS , BEAMS AND POSTS MADE FROM FRAMING O THE EXTERIOR WALL SYSTEM WILL BE A 12 INCH DEEP LIGHT GAGE MtTAL STUD WALL . ALL B . THE STRUCTURAL STEEL FRAME IS " NON -SELF -SUPPORTING " PER AISC CODE OF LUMBER SHALL BE NAILED TOGETHER TO FORM A SINGLE , COMPOSITE UNIT � U LIGHT GAGE METAL PRODUCTS SHALL BE HGT -DIP GALVANIZED . STANDARD PRACTICE , 1986 . TEMPORARY BRACING SHALL REMAIN IN PLACE L . NC OPENINGS OTHER THAN THOSE SHOWN ON THE STRUCTURAL DRAWINGS SHALL USING NO LESS THAN TWO ROWS OF 16d AT 12 " O . C . UNTIL ALL FLOORS , WALLS , ROOF AND ANY OTHER SUPPORTING ELEMENTS ARE BE PERMITTED UNLESS THE ARCHITECT ' S AND STRUCTURAL ENGINEER ' S � � IN PLACE . APPROVRL IS SECURED PRIOR TO THE PLACEMENT OF REINFORCING STEEL . G . COMPLY WITH MINIMUM STANDARDS FOR FRAMING CONNECTIONS AS SET FORTH � IN UBC TABLE N0 . 23 - I -Q AND AS DETAILED . � M� i 5 . SUBMITTALS M . ALL CONSTRUCTION JOINTS SHOWN ON THE DRAWINGS SHALL BE PREPARED BY � ; ROUGHENING THE SURFACE OF THE CONCRETE SO THAT THE AGGREGATE SHALL H . LAMINATED VENEER LUMBER ( LVL ) : � A , FURNISH QNE SEPIA AND ONE PRINT OF SHOP AND ERECTION DRAWINGS TO BE EXPOSED UNIFORMLY , LEAVING NO LAITANCE , LOOSENED PAR ? ICLES , OR 1 . ) LVL PRODUCTS SHALL BE PLANi FABRICATED IN A CONTINUOUS PRESS O STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION . SUBMIT IN A DAMAGED CONCRETE , AS AN ALTERNATE , 2 X 4 CONTINUOUS KEYWAYS MAY WITH ALL GRAIN ORIENTED PARALLEL TO THE LENGTH OF THE MEMBER . ? IMELY MANNER TO PERMIT 10 WORKING DAYS FOR REVIEW BY STRUCTURAL BE USED FOR CONSTRUCTION JOIN7S . 2 . ) ALL LVL RODUCTS SHALL BE SUBMITTED FOR APPROVAL WITH REFERENCE � ENGINEER . TO THE APPLICABLE CURRENT NATIONAL EVALUATION REPORT PREPARED N , SLABS AND BEAMS SHALL NOT HAVE JOINTS IN A HORIZONTAL PLANE . ANY BY CABO , OR CURRENT EVALUATION REPORT PREPARED BY ICBO , B , FURNISH TWO S � TS OF CONCRETE , GROUT AND MORTAR MIX DESIGNS INCLUDING STOP IN CONCRETE WORK MUST BE MADE AT CENTER OF SPAN OR AT CENTER 3 . ) LVL MEMBERS SHALL HAVE THE FOLLOWING ALLOWABLE STRESSES : � STRENGTH TEST DATA AND MANUFACTURER ' S LITERATURE ON ADMIXTURES FOR OF SUPPORT WITH VERTICAL BULKHEADS AND HORIZONTAL KEYS , UNLESS a . FLEXURAL TENSION OR COMPRESSION 2600 PSI REVIEW BY STRUCTURAL ENGINEER NO LATER THAN 2 WEEKS PRIOR 70 ON - SITE OTHERWISE SHOWN . ALL CONSTRUCTION JOINTS SHALL BE AS DETAILED OR AS b . HORIZONTAL SHEAR 285 PSI � USE OF THESE MATERIALS . APPROVED BY ARCHITECT AND STRUCTURAL ENGINEER , c . COMPRESSION PARALLEL TO GRAIN 2460 PSI d . COMPRESSION PERPENDICULAR TO GRA1N 750 PSI � C . GENERAL AND SUB -CONTRACTOR NOTES : 0 . ENSURE HORIZONTAL CONTINUITY IN WALLS , FOOTINGS AND BEAMS BY e . MODULUS OF ELASTICITY 1 , 900 , 000 PSI 1 . ) TNE GENERAL CONTRACTOR SHALL REVIEW ALL SUBMITTALS PRIOR TO PROVIDING CORNER BARS AT WALL CORNERS AND INTERSECTIONS , UNLESS O SUBMIiTAL FOR REVIEW BY THE STRUCTURAL ENGINEER IN ACCORDANCE DETAILED OTHERWISE , CORNER BARS SHALL MATCH SIZE AND SPACING OF I . BUILT -UP LVL MEMBERS ; CONNECT MULTIPLE MEMBERS USING 2 ROWS OF 1 /2 " W1TH THE PROJECT SPECIFICATIONS . HORIZONTAL REINFORCING AND EXTEND A MINIMUM OF 36 BAR DIAMETERS DIAMETER THRU BOLTS SPACED AT ] 2 ° O . C . BOLT HOLES SHALL BE 1j2 ° IN 2 . ) 7Ht STRUCTURAL DRAWINGS SHALL NOT BE USED AS BACKGROIJNDS FOR BEYOND THE CORNER . DIAMETER AND LOCATED 2 " FROM THE TOP AND BOTTOM OF THE MEMBERS . � SHOP OR ERECTION DRAWINGS . DRAWINGS PREPARED IN THIS MANNER AND STAGGER RO'NS AND PROVIDE A MINIMUM OF 2 BOLTS AT EACH END OF MEMBERS . SUBMITTED FOR REVIEW TO THE STRUCTURAL ENGINEER WILL BE RETURNED P . CONTINUOUS TOP AND BOTTOM BARS IN WALLS AND BEAMS SPLICED AS FOLLOWS : O REJECTED AND CONSIDERED AS NOT BEING IN CONFORMANCE WITH THE 1 , ) TOP BARS - AT MIDSPAN J . GLUED LAMINATED TIMBERS ( GLULAM) : PROJECT SPECIFICATIONS . 2 . ) BOTTOM BARS - OVER SUPPORT 1 . ) GLULAM MEMBERS SHALL BE MANUFACTURED FROM VISUALLY GRADED � DOUGLAS FIR-LARCH LUMBER . j 6 . FOUNDATIONS - FOOTINGS Q . WIRE FABRIC REINFORCEMENT : SUPPLY IN FLAT SHEETS AND LAP ONE FULL 2 . ) PROVIDE MEPv1BERS WITH ALLOWABLE STRESSES CONFORMING TO THE I MESH AT SPLICES AND WIRE TOGETHER . FOLLOWING COMBINATION SYMBOLS AS SPECIFIED IN TABLE 25 -C - 1 A . REFERENCE PRCJECT SOILS REPORT PREPARED BY OF THE UNIFORM BUILDING CODE , LATEST EDITION : . NUMBER DATED FOR R . NO WELDING OF REINFORCING SHALL BE PERMITTED UNLESS SPECIFICALLY a . SIMPLE SPAN BEAMS . . . . . . . . . . . . . . . . 24F -V4 ADDI ? IONAL INFORMATION AND REQUIREMENTS . CALLED FOR OR APPROVED BY THE STRUCTURAL ENGINEER . b . CANTILEVER OR CONTINUOUS SPAN BEAMS . . . . . . . 24F -V8 DRAWNBY: GHR c . COLUMNS, HANGERS AND TRUSS MEMBERS . . . , . . . 2 ' B . BOTTOM OF FOUNDATION UR GRADE BEAM SHALL tXTEND A MINIMUM OF 48 S . DO NOT RE -BEND ANY BARS WITH A YIELD STRESS OF GREATER THAN 40 KSI . 3 . ) THE TOP OF SIMPLE SPAN BEAMS SHA ! L BE CLEARLY MARKED WITH I NCHES BELOW ADJACENT F I NAL GRADE . THE WORD " TOP " ON THE WOOD AND ? HF WRAPP I NG . CHECKED BY: GHR 9 . STRUCTURAL STEEL 4 , ) REFER TO PLANS FOR REQUIRED CAMb � R OF GLULAM MEMBERS . C . DO NOT PLACE BACKFILL AGAINST FOUNDATION WALLS UNTIL BRACING FLOORS 5 . ) REFER TO PROJECT SPECIFICATIONS FOR APPEARANCE OF GRADING OF REVISIONS: ARE IN PLACE , OR OiHER ADEQUATE BRACING IS iNSTALLED . A . STRUCTURAL STEEL : MINIMUM YIELD STRENGTH 50 KSI FOR WIDE FLANGES ; GLULAM MEMBERS . 35 KSI ( ASTM A53 ) FOR PIPES ; 46 KSI FOR TUBES ; 36 KSI ALL ELSE , 6 . ) ADHESIVE FOR GLULAM MEMBERS SHALL BE WATERPROOF . No. Description Date D . ACTIVE LATERAL EARTH PRESSURE UStD IN DESiGN : PCF UNLESS NOTED OTHERWISE . 7 . ) GLULAM SUPPLIER SHAtL MANUFACTURE MEMBERS IN ACCORDANCE WITH ANSI /AITC A190 . 1 , LATEST EDITION . ALL MEMBERS SHALL BE MARKED E . AT -REST LATERAL EARTH PRESSURE USED IN DESIGN : PCF B . USE STANDARD FRAMED BEAM CONNECTIONS MEETING REQUIREMENTS OF " MANUAL WITH AN AITC 4UALITY STAMP AND FURNISHED WITH AN AITC � OF STEEL CONSTRUCTION " , AISC 1989 , WITH 3 /4 ° MINIMUM DIAMETER A325 CERTIFICATE OF CONFORMANCE . F . PASSIVE LATERAL EARTH FRESSURE USEG IN DESIGN : PCF BOLTS ( OR WELDEG EQUIVALENT ) UNLESS OTHERWISE NOTED , FOR BEAMS � � WITHOUT DESIGNATED LOADS ON DRAWINGS , SELECT CONNECTIONS TO SUPPORT K , LAMINATED MEMBER SIZES SHOWN ARE NET ; OTHER MEMBER SIZE � ARE � G . COErFICI � NT OF SLIDING rRICTION : 60% OF TOTAL UNIFORM LOAD CAPACITY IN B � NDING FOR EACH GIVEN BEAM NOMINAL . � AND SPAN , PLUS THE REACTIOi� DUE TO ANY CONCENTRATED LOADS . H . FOOTINGS SHALL BE PLACED ON UNDISTURBED NATURAL MATERIALS . THE MINiMUM OF TWO ( 2 � BOLTS PER CONNECTION , L . SHEATHING ; Q CONTRACTOR SHALL REMOVE ANY LOOSE OR DISTURBED SOIL AND REPLACE WITH CONFORM TO AMERICAN PLYWOOD ASSOCIATION ( APA ) DESIGN SPECIFICATION, NON -EXPANSIVE STRUCTURAL FILL COMPACTED TO 95 % STANDARD PROCTOR ALL A325 OR A490 BOLTS USED IN COLUMN SPLICES , CONNECTIONS OF BEAMS LATEST EDITION . SHEATHING SHALL BE CONTINUOUS OVFR [ THREE ] ADJACENT � I ( ASTM D698 ) AS APPROVED BY THE S01LS ENGINEER . AND GIRDERS TO COLUMNS , AND WHERE NOTED ON THE DRAWINGS AS TYPE ° SC " SPANS MINIMUM . OR OTHER TYPE FOLLOWED BY ° T " , SHALL BE TENSIONED TO THE VALUES IN 1 . ) ROOF SHEATHING : 3 /4 " THICK APA RATED SHEATHING [ 32 / 16 ] , I . TOTAL LOAD SOIL BEARING PRESSURE U � tD IN DESIGN : PSF TABLE 4 OF " RCSC SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A325 EXPOSURE 1 . CONNECT TO SUP ° ORTS AS INDiCATED . OR A490 BOLTS " , 1985 . OTHER HIGH STRENGTN BOLTS MAY BE INSTALLED 2 . ) WALL SHEATHING : 1 /2 " THICK APA RATED SHEATHING , EX ' OSURE 1 . I SNUG TIGHT AS DEFINED BY AISC . CONNECT TO SUPPORTS AS INDICATED , 7 . SLAB -ON -GRADE ISSUE RECORD; C . MINIMUM WELDS : AISC SPECIFiCATION , NOT LESS THAN 3 / 16 " FILLET , M , ALL TIMBER CONNECTORS SHALL BE " STRONG -TIE " CONNECTORS AS A . THE PREPARATION OF THE SUBGRADE FOR THE SLAB -ON - GRADE SHALL BE IN CONTINUOUS UNLESS OTHERWISE NOTED . MANUFACTURED BY THE SIMPSON STRONG - TIE CONNECTOR COMPANY . FOLLOW No. Description Date STRICT ACCORDANCE WITH THE PROJECT SOILS REPORT REFERENCED ABOVE ; SUPPLIER ' S INSTALLATION RECOMMENDATIONS . THE CONTRACTOR SHALL DIRECT QUESTIONS REGARDING THE SUBGRADE D . ALL GROOVE WELDS TO BE FULL PENETRATION UNLESS NOTED . PREPARATION REQUIREMENTS TO THE GEOTECHNICAL ENGINEER , N . DECKING: 1 Phase 1A Sitework Qt Dec 00 E . WELDERS : HAVE CURRENT EV I DENCE OF PASS I NG THE APPROPR I ATE A . W. S . DECK I NG SHALL BE TONGUE AND GROOVE MADE FROM SOL I D T I MBER OR GLUED 2 Schematic Design Package 15 Dec 00 B . MOVEMENT OF THE SLAB -ON -GRADE MAY CAUSE DAMAGE TO ANYTHING CONNECTED QUALIFICATION TESTS . LAMINATED TIMBER . INSTALLATION SNALL BE CONTROLLED RANDOM LAYUP . TO BOTH THE SLAB AND OTHER PORTIONS OF THE SUPERSTRUCTURE . ISOLATION CONNECTIONS AND INSTALLATION PROCEDURES SHALL BE PER AITC 112 , DETAILS FQR PARTITION WALLS , BASEBOARQS , PIPING , AND OTHER ITEMS MAY F . StE ARCHITECTURAL DRAWINGS FOR NAILER HOLES ; ATTACHMENTS , ETC . STANDARD FOR TONGUE -AND -GROQVE HEAVY TIMBER ROOF DECKING . MAXIMUM BE REQUIRED; REFER TO THE APPROPRIATE DRAWINGS OR CONSULT WITH THE MOISTURE CONTENT FOR 2 " DECKING SHALL BE 15 % , AND FOR 3 AND 4 INCH RESPONSIBLE MEMBER OF THE DESIGN TEAM PRIOR TO CONNECTING ITEMS TO G . HEADED STUD CONNECTORS : CONFORM TO A . W. S , D1 . 1 , STRUCTURAL WELDING DECKING 19 % . � BO ? H THt SLAB -ON -GRADE AND OTHER PORTIONS OF THE SUPERSTRUCTURE . CODE . USE 3 /4 " MINIMUM DIAMETER STUDS UNLESS OTHERWISE NOTED , HEADED STUD CONNECTORS SHALL BE AUTOMATICALLY END WELDED IN 0 . LAG SCREWS : 8 . CONCRETE ACCORDANCE WITH A . W. S . D1 . 1 STRUCTURAL WELDING CODE . CONNECTORS 1 . ) CONFORM TO ANSI /ASME STANDARD 618 . 2 . 1 - 1981 . SHALL BE SHOP WELDED , 2 . ) CLEARANCE HOLE FOR SHANK SHALL HAVE THE SAME DIAMETER AS 7HE A . ALL CONCRETE SHALL BE NORMAL WEIGHT AGGREGATE UNLESS NOTED , SHANK AND THE SAh4E DEPTH OF PENETRATION AS THE LENGTH OF C� EARLY ID � NTIFY INTENDED USE FOR EACH MIX DESIGN SUBMITTED FOR APPROVAL . H . STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH UNTHREADED SHANK . CONCRETE SHALL CONFORM TO THE FOLLOWING TABLE : THE AISC SPECIFICATIONS AND CODE OF STANDARD PRACTICE , LATEST 3 . ) LEAD HOLE FOR THREADED PORTION SHALL HAVE A DIAMETER EQUAL SHEETCON�ENTS: EDITION . TO 70 � OF DIAMETER OF UNTHREADED SHANK , � N TH MINIMUI� WATER SLUMP ADDMIX- . I�AX Ai I . STEEL MEMBERS EXPOSED TO VIEW SHALL BE CLASSIFIED AS ARCHITECTURALLY 4 > BYRTURN�INGOWITHNA � WRENCHSCNOW BYADRIBENGNWERHED HAMMEREAD HOLE COMMUNITY PAVILION PSI i�ENT CEMENT IN TUR AGGR �2 EXPOSED STRUCTURAL STEEL ( AESS } . STEEL MEMBERS SHALt MEET 5 . ) USE SOAP OR OTHER LUBRICANT ON LAG SCREW OR IN LEAD HOLE TO GEN ER AL N OTE S CONTENT RAT10 ( 1 ) S� SPEC I F I CAT I ON REQU I REMENTS PER A I SC CODE OF STANDARD PRACT I CE , SACKS/C.Y. SECT I ON 10 . ALL WELDS SHALL BE SMOOTH AND CONT I NUOUS I N APPEARANCE . FOOTINGS 3000 5 . 5 0 , 58 3 - 4 . 75 " 0 - 2 WHERE I NTERM I TTENT WELDS ARE SPEC I F I ED , PROV I DE AUTO -BODY PUTTY WALLS 3000/4000 5. 5 . 58f . 48 2 - 4 WRA . 75" 5- 7 FILLER ALONG JOINTS IN BETWEEN WELDS . GRIND ALL EXPOSED EDGES INTERIOR FLATWORK 3000 5 . 5 0. 58 2 - 4 . 75" 0 - 2 SMOOTH . EXTERIOR FU�TWORK 3500 6 0 . 48 2 - 3 , 75 " 5 - 7 ELEVATED STRUCTURAL SLAES 3000/40Q0 5 .5/6 .58 /.48 2- 4 . 75" 0- 2 COLUMNS 3000/4000 5 .5/6 . 58/. 48 2 - 4 . 75" 0-2 BEAMS 3000 4000 5 .5 6 .58 . 48 2- 4 . 75 0- 2 � ALL OTHERS NOT NOTED 3000 5 . 5 0. 58 Z - 4 . 75" 4 - 6 D � 1 . WRA = WATER REDUCING ADMIXTURE. � SP = SUPER PLAS11C1ZER . 2 , TOTAL AIR CONTENT, PERCENTAGE RANGE. CHANGE TO 5 - 7 IF EXPOSED TO = FREEZING TEMPERATURES . � � � = PROJECT NO.: 9955 i � J DATE: 15 December 2000 - DRAWING NO.: n � Z J..1 il _ n v = � � � � z n � ` � T � ODBLL ABCHITBCTB , P . C . Ascais=closs Pz�ixa I�r=sioee 32065 Castle Cart, Suite 150, E�ergreen, Cdaado 80439 Tdephme: 303.670.5980 Foainie; 303.670.7162 Copyright: Th� documeil is an instNment of serrices, and as such remans lhe property of the kchitect, Permission fa use of ihis document is linited md can be extended only by agreement with Ddell lvchitects, P.C.. <. 68' - 0 " 4- 0 " 60' - 0" 4' -0 " 4 - 0" 12 ' -0 " 12 ' -0 " 12 ' -0 " 12 ' -0 " 12 ' - 0 " 4' -0 " � � ��� � SLOPE DOWN XXXXX : 12 ~� NORTH EAVE � — – – – – – – – – � 0 0 � I I � � RB5 � ' - - - - - - - - � N �' X � � X � � w x � x = O ° ° A � � � � � � � � oN � J d � � C/) Lt� � � O � � � LU - LAM BEAM SIZES � � i i i i i i i i � w _ _ _ _ _ _ _ _ _ BEAM OPTION 1 OPTION 2 � – � P1 3 �/8" x 10 �/2" 3 �/g " x 10 �/2 " � � - - m - - m - - m - - m - - / RB1 63�4 X 19 ��2 $3�q�� X � F) ��2 O � I � � � � R'B2 63�4� x 27 �� S3J4�� X 22 ��2 � � RB3 F)3�4" x 34 �/2 H3�4 " x 30" � P� R84 63I4° x 42 " 83/4° x 36" � N J, RB5 63�4" x 34 �/2 83/4" x 30 " � ^ lo � � � I I I I �o�, `no� I I I I NOTE: O z � � � i THE S1ZES LISTED ABOVE ARE THE MINIMUM REQUIRED STRUCTURAL PROFILE FOR 0 0 °o�, �� THE BEAM AND DO NOT INCLUDE ADDED MATERIAL AT BEVELED EDGES � P'PICAL ,,,� Z _ W � _ _ _ _ _ _ _ _ _ o � ow � � . .. , � � � � � � � � , � `�' ' � .� o .�.��.'��' � ,���SS DRAWN BY: GHR � n � � � I ; � p0y�� ���GF. S�OQ G� CHECKED BY; GHR ��0 � � � � � � � � � � REVISIONS: � No. Description Date 0 / / — — — — — — � — — — — � j � � / S� l�A • � G � x � �' � x � ' i I I I I �o °�� I 1 1 x � Q °-� � Z � I `-� ° `.`� � � 0 3 w � a. 0 / / N i � j� � � ' ISSUE RECORD: i No. Description Date 1 Phase 1A Sitework 01 Dec 00 — — — — — 2 Schematic Design Package 15 Dec 00 I 1 I I I 1 I I � � � � � � O N I I ' N XW I I I I I I I I � � X � i SHEET CONTENTS: �, � _ � � COMMUNITY PAVILION W ° � � ROOF FRAMING PLAN - WEST 0 0 � � � � SLOPE DOWN XXXXX : t2 SOUTH EAVE COLUMN COMMON TO BOTH EAST AND WEST PORTIONS OF BUILDING � C� COLUMN SHALL BE PLAN PIVOT POINT � ROTATE WEST BUILDING 8 ° COUNTER—CLOCKWISE F(�OM HORIZONTAL PROJECT NO. : 9955 DATE: 15 December 2000 DRAWING NO. ; N ROOF FRAMING PLAN - WEST 1 /4 " = 1 ' - 0 " � �-- --- � I � 85 ' -0" 5 ' -0 " 75 ' - 0 " 5 ' - 0" 5' -0" 15' - 0 " 15 ' - 0" 15 ' -0" 15 ' - 0 " 15' - 0 " 5 ' - 0" 0 D B L L A B C H I T B C T 8 , P . C . Ascet:scrc=� Pr.aaaxxixa I�rs�iose 32065 Castle Court, Suite 150, Evergreen, Cdaado 80439 Tdephme: 3p3.670.5980 Facsinilc 3D3.670.7162 Copyright Thb docummt is m insWmmt of senices, and a= such remans ihe propaty of the Architect. Permissbn fa use of lhis doammt � I'mited and wn be eztended only by agreemmt with OdeY Architects, P.C.. SLQPE DOWN XXXXX : 12 NORTH EAVE � � 0 0 �_ � _ � � � � RB5 � � �"�� — — — — — — — � �� N �� X � � � � I I I � � �-- O 0 O I w � � N � � O w O N �s � � �, w � I � I I I I � � O � � A � � �C �---� � - - - - - - - - - - - p � � � _ _ _ _ _ _ _ _ _ GLU - LAM BEAM SIZES � 0 V � � � � ^ � BEAM OPTION 1 OPTION 2 � � � � P1 5 �/$" x 12" 5 �/$" x 12" � I I I I I I I I � RB1 83/4 x 24" 103�4' x 21 " O � RB2 $3I4 X 33�� 1 �3�4 X 3��� � P1 RB3 83�4 x 42" 10W" z 37 �/2 � � � � � _ _� � � � � � '` R64 H3I4 x 51 " 103�4" z 46 �/2 " � � �o° �o� � � RB5 83/a�� x 42 " � 03�4�� x 37 ��2„ Q �� � _ � O � O� o � O ' ° z NOTE: � — — THE SIZES LISTED ABOVE ARE THE MINIMUM REQUIRED STRUCTURAL PROFILE FOR � � � THE BEAM AND DO NOT INCLUDE ADDED MATERIAL AT BEVELED EDGES � TYPICAL I I I I I I I ! O � � ` _ �ip�F \ ����Fp� p��N 0 j�,� �, DRAWN BY; GHR ° ° , I i I I Ss '��'��- . I I I I � `° `° �� CHECKED BY: GHR � REVISIONS: I � No. Description Date I I I I I i I I � � 0 � � — — — — � — — — — — — � . . � Q � �� X ¢ ���O� � � � � � � t �e bJ�� � � � � � � °� 0 1 `"' � � � � a � i ISSUE RECORD; � No. Description Date � I I I I I I I I i Phase 1A Sifework 01 Dec 00 � 2 Schematic Design Package 15 Dec 00 . .. � � SHEET CONTEN �fS: � COMMUNITY PAVILION I I f f ROOF FRAMING PLAN - EAST N X X X Q u.i I I I � FZ-- � _ � W d � O N (J � .. -- I � O O I I ir') i.C� PROJECT NO.: 9955 � SLOPE DOWN XXXXX : 12 ^ O DATE: 15 December 2000 SOUTH EAVE DRAWING NO.: COLUMN COMMON TO BOTH EAST AND WEST PORTIONS OF BUILDING � � COLUMN SHALL BE PLAN PIVOT POINT � ROOF FRAMIRIG PLAN - WEST ROTATE WEST BUILDING 8 ° COUNTER — CLOCKWIS � FROM 1 /4 " = 1 ' - 0 " • HORIZONTAL � --� � � $ „ 102 104 106 1081i0 112 1i4 116 � � 3 4 3 118 ,�, T.O ,C. 3�4" CHAMFER AS REO'D ODBLL A $ CHITBCTS , P . C . 120 9 " 17 ' -0° 27' - 0" 14' - 0" 3' - 9 " RE: SITE DWGS 2 2 BY ARCH Ascazr=cron Pi,aa�ixa I�resio�a 3 � „ 32065 Castle Courl, Suiie 150, Evergreen, Cdaado 80439 � 22 � 4 (2) #5 CONT. TOP Tdephone: 303.670.5986 Fa�ma�: 303.610.7162 Z 124 T Q � � MILD STEEL SLAB � � GRADE � , I CONTROL JOINT � 1 O'-0 " O.C . Copyright: fiia daummt is m instrum�nt of seraces, ane os suce romans the propaty of the Architect, Pamission fa use of this davmmt is linited 2 ? � MAX. � FULL HEIGHT ond cm be extmded only by agreanrit with OdeN ArrnHec}s, P.C.. 96 g$ RETAINING WALL � 107 ' - 0 " 108 — 0 TYP REINF I ' " (3/4" CHAMFER STRIP) RE: CIVIL FOR T. O ,W. 1 2 BAR TO � 1 /4 CUT EVERY OTHER O . F, HORIZ. 4 100 � 24 ,,.�o � L5 � BAR � VERTICAL CONTROL JOINT 2.2 , 102 120 116 � p ' 4 I . APPROACH RAMP 104 � 12 T, O ,C. 5 " CONC SLAB � � 20 ,� „ DRAINAGE MAT OR I d � 108 � 96' -0 " o a ZON qN 12 " MiN . FREE ?� -�' � ,�o £ ti �A�l� DRAINING GRAVEL I � f ----�� ° PARKING STRtJCTURE � �� � �� � �� 6'-0 "x6 '— d "xi '- 6 " I 9 INTENTIONALLY 4 -0 z4 —0 z1 —0 6 ROUGHENED SURFACE e (UPPER LEVEL) 106 104 FOOTING � TYP Q INT � I FOOTING � TYP � EXT � JOINT DRAIN RE: CIV�L I � � �O 8 „ I � #4 x �„ �00, � 00 � a „ g p op o � 1 CROSS — SECTION — EAST � 10 �� �.c . � �°� ° �� � � o, a o � 00 0 • b � � 2 . 2 1 „ = 10' - p �� J � � A P LAN — GARAG E WALL �---� � 2 . 2 1 " = 40 ' - 0 " UNDISTURBED � � NATURAL SUBGRADE �2 L3 �� L1 � 1 2 3 4 � g " 17 ' - 0" 27' - 0" 14' - 0" 3 ' -g " � 3 , RETAINING WALL REINFORCING SCHEDULE GRADE � I I I I 124� - 0" DIMENSIONS REINFORCING � H REMARKS �' � L1 L2 L3 L4 L5 a b c d e f g h � • � �D � 2 � ,. � ^° � , „ , „ ,_ ,� , _ �� „ ,� #4 @ #4 � #4 @ #5 Q #4 C� , „ O 7 - 0 4 -4 3 4 1 0 12 8 � 4" O.C , 16 " O.C , 12 " O .C. 16 " O. C. 16" O . C . 4 - 0 _ � A � � � � . : � � � � T.O.C. MILD STEEL SLAB � � / 9 —0 5 — 10 4 — 6 1 — 4 12 10 �5 @ #5 C� �5 � �5 � — — #4 � 4' - 0" �� � � � „ , �� , „ , ,� ,� �� � � 16 " O.C. 14" O.C, 12 ° O.C. 14 " O, C. 12 " p ,C . O 104' - 0" . � / F"� 4 / / � 11 '-0„ � �_4 �, 5 , _ $ „ � , _ 8�. � Z„ t2 „ �6 @ #6 C� #5 � #5 (� #4 C� #5 � #5 Q 5 , _ 8 „ r 1 � / 5 , 4 16 O .C. 12 O.C . 12 O , C . 16 O. C . i 6 O.C . 16 O . C . 12 O.C . v T.O.C. � 5 CONC SLAB � � I . ' � ' / 2� �0 �� � M.,.� 1 >1 R 93 -0 ° � � `'' o�£ ~ �Y,o�� 13' -0 .� $, _$„ 6, _ 4„ 2, _4„ 14„ t4,� � 6 � #6 (� #5 � #5 � #4 C� #5 C� # 6 � 5, _8,. ~ �° 12 O. C. 12 O. C. � � � 12 O.C . 16 O.C , 16 O.C. 16 O , C. 10 O.C , � 4' - 0 "x4' -0"x1 ' -0" 6' - 0 "z6 ' - 0"x1 ' - 6" 6 4 FOOTING N TYP � INT _ FOOTING � TYP � EXT WALL SECTION NOTES: � ` � � � 1 . PROVIDE VERTICAL CONTROL JOIN7S AS SHOWN ON ARCHITECTURAL DRAWINGS AND AT CORNERS . CONTROL � � � � � ` ` � � � � 2 JOINTS SHALL BE CONTINUOUS ACROSS TOP OF WALL AND ON BACKSIDE WHERE WALL IS ABOVE GRADE. � 1 _ ~ � �`� � � 2.2 � 2 , STOP 5a� OF HORIZONTAL REINFORCING 1 �/2" FROM CONTROL JOINT AT EXPOSED FACE(S) OF WALL. � � � � / 4, 3. SEE ARCHITECTURAL AND CIVIL DRAWlNGS FOR WALL LOCATION , ` ~ � ° 2 C R O S S — S E CTI 0 N — C E NT E R 4 . SEE ARCHITECTURAL AND CIVIL DRAWINGS FOR GRADE ELEVATION . 10 " THICK SIAB � � � � � � � 'Q 3 TYP @ EXTERIOR BAYS � � � � � � � 2 . 2 1 " = 10' - 0 " � � ` = ` � — 5 RETAINING WALL SCHEDULE 0 — , _ , �, � — �. =` — � / � � ` ` � � c� '� � � �- � � � � � 2 2 NO SCALE � ` � � � � • � � _ ` ` _ _ / / � \ ` ` ` \ � � � � _ = ` _ _ ` \ \ ` \ O �O � ` _ � _ ` � � \ \ \ / � ` �N ` ��`` � ` ` \ � \ ' � ' � ' � � ' 2 3 4 - _ � , , 12 " THICK SLAB � � � � � � � � TYP C� INTERIOR BAYS � � � � � � ` � � \ � \ � � � � �� � � � � 27 ' -0 " 14' -0" DRAWN BY: GHR � \ � � � � � \ � � � � 2 \ � � ` � � \ �� CNECKED BY; GNR � 104 � � � � � � 1 " EXPANSION JOINT � � � E ACK WALL Y T M NO S : GRAD� REVISIONS: `' '� �` � � \ � � � � 112' -0 " O1 T I EBACK : � � � � I I I ( 7 ) 0 . 5" � STRAND CABLE , 270 KSI MATERIAL . SPACING = 5 ' —Q " 0 . C . o ~ �- ��� � � / \ � � � � EACH WAY IN 6" � HOLES , No. Description Date � � � � � � � � � ^ � � `` ` ` � � \ \ STEEL GAURD RAIL O T I EBACK CORROS I ON PROTECT I ON: � � � � \p Q RETAINiNGCWALL � I P . Q 10 " THICK SLAB � � � „ g �y � DOUBLE CORROSION PROTECTION. TYP C� EXTERIOR BAYS � � � �� 12 x1 �N " 5 " CONCRETE SLAB RE: DETAIL 5 Q 1 / � ` �0�� O 3 DIAPHRAGM WAL L : � � T. O . C. 16 " TNICK PRECAST PANELS x 5 ' -0 " HIGH x 10 ' -0 " LONG WITH TONGUE � a, � � � � � � � 18" WlDE x 24 " DEEP 98 � _� �� � & GROOVE EDGES AND ( 2 ) T I EBACKS PER PANEL . F I LL BETWEEN WALL AND a � � � � / � � � � �- C . I . P , BEAM � lYp EXCAVATION FACE WITH WELL -GRADED GRAVEL TO 1 . 5 "� MAX . � � � � � � � � ` ` � � \ � � GRADE� STONE FACED C . I . P. ` 93 - 0 4O TIEBACK ANCHOR ZONE : � \ � � RETAINING WALL � LOCATE BEYOND ZONE INDICATED. ANCHOR TO RESTRAIN ] 00 KIPS � � � � � ` � � �� \ RE: DETAIL 5 ( WORK I NG LOAD = 50 K I PS ) . M I N I MUM ANCHOR ZONE LENGTH = 20 ' -0 " AS / ` ` \ \ � � \ \ � � � � O STONE VENEER: Mf � � � � INSTALL 6 " STONE VENEER PER ARCHITECTURAL DRAWINGS USING UENEER �R��S�R£D � � \ � � \ � \ T I ES I N DOVETA I L SLOTS I N THE PRECAST D I APHRAGM PANELS . ISSUE RECORD: � � � 28 '�� �- \ �'� � � � � � \ O6 D I APHRAGM FOUNDAT I ON : No, Description Date � � � CAST — IN—PLACE GRADE WALL 3 -0 WIDE x 4 -0 HIGH. REINFORCE WITH � � ( 4 ) #6 LONG TOP & BOTTOM, PLUS ( 2 ) # 6 LONG EA FACE , PLUS # 4 TIES � �_ �. ' � � 3 C R 0 S S — S ECTI 0 N — AP P R 4AC H RAM P � 16 " � . � . � Phase 1A Sitework Ot Dec 00 0 � ��p '� , \ � � 2 . 2 1 " = 10' - 0 " O7 STONE WALL : 2 Schematic Design Pockoge 15 Dec 00 28 ,0 " � � � CAST — IN—PLACE WALL WITH 6 " STONE CLADDING PER ARCHITECT � � � / � � � � � � � \ SHEET CONTENTS: PARKING GARAGE & RETAINING STRUCTURE B PLAN - GARAGE � 2 . 2 1 " = 10' -0 " � CONC SLAB T. O .C . 98' —p" RETAINING WALL CONC BEAM N RE; 5/S2 .2 I 5 " CONC SLAB T. O. C. $� > _Q�� o � PROJECT NO.: 9955 � DATE: 15 December 2000 DRAWING NO.: 4 CROSS — SECTION — WEST C� RAMP . 2 . 2 , „ _ , o ' — o '� � � � � � � - - - � ELECTRICAL DESIGN NARRATIVE MECHANICAL DESIGN NARRATI �lE All calculations and assumptions are based on the 7,000 SF Pavilion and the two future Section 7- 6. 3.6 : Audible olarm notification appliances shall be such 5. Electrical Devices better CRI , lamps with electronic ballasts . Compact fluorescent lamps will be used HVAC buildings, also to include the site lighting and parking structure. Electrical power will be character and so distributed as to be effectiveiy heard above the average in lieu of incandescent lamps. Luminaires with a High Intensity Discharge (Metal provided by a 600 amp, 480Y/277V, 3 phase, 4 wire main distribution center (MDC) via a 500 ambient sound level occurring under normal conditions of occupancy, a. All electrical devices such as switches and outlets shall be specification Halide) type lamp will be utilized for site lighting and parking/roadway lighting. A. General System Description e. The building pressurization will be maintained by a control damper at kVA exterior pad mounted transformer. Lighting estimated load will be approximately 95 kVA J grade suitable for high abuse areas. A daylight- sensing dimming system will be utilized to adjust electric light levels the relief louver. Differential pressure between the space and outdoors with an approximate general power, mechanical , and miscellaneous load of 255 kVA, leaving a Section 7-6. 3. 7: Audible alarm notification appliances shall produce signpls provided in the open space areas with sunlight exposure. State of the art 1 . Primary building heating will be provided by an in - floor radiant heating system will be used to position relief darnper. Space will be kept positive to the spare capacity of 70 kVA. Pavilion space shall utilize multiple lighting systems such as quartz, that are distinctive from audible signals used for other purposes in the same b. All electrical devices such as disconnects, receptacles, etc. for mechanical programmable lighting controls will be utilized in the Pavilion space. Two level consisting of a series of serpentine plastic tubes installed in the floor through outdoors. fluorescent, cold cathode, ond a smal{ theatrica{ li htin s tem, The site 1i htin will consist of buildin . e ui ment shall be attached directl to that e ui ment. switchin shal{ be rovided in 3 and 4 lam luminaires. Li htin contactors are which heatin water is circulated. 0 D E L L A R C H I T E C T S , P . C . g g � 9 9 g Q P y q p g P p 9 g g .4RCHI4ECTURE PLANNINC INTERIORS two separate systems: Parking structure shall utilize decorative poles with matching indoor Section 7- 6.3.9 ; Audible and visible fire alarm notification appliances shall used to control large groups of lighting equipment only where individual control , f. Toilet exhaust will operate all the time when building is occupied. flxtures ond shall be metal halide, The site walking path and playground, as well as featured be used only for fire alarm system or other emergency purposes. c. Provide electrical outlets of 115 volt, within 25 feet of rooftop units and by would not be practical , Individual control of areas is preferred for energy 2. A hydronic snowmelt system will be installed in the buildmg s exterior 32065 Castle Court. Suite 150, Evergreen, c�io�oao soa�s T�ephane; 3A3.610.5980 Facsinule: 303.670,7162 landscape areas shall be illuminated using multiple fiber optic systems, also using a metal halide Section 7-6.4: The fire alarm system is required to automatically alert the lown sprinkler controllers. conservation where it is practical , such os in of�ce areas. Site accent lighting and walkways to keep them free of ice and snow. The snowmelt system will be g . An electronic DDC control panel will be located in the Mechanicpl � Cop�ight: 1Ns docunent Is an insirument of services, antl as euch remains lamp source. Code standards such as the IBC, NEC, NFPA, and the ADA will be integrated into campus monitoring facility. pathway lighting shall be fiber optic utilizing various reflector and head types. similar to the building in - floor radiant heating system described above . Room . DDC system will have remote monitoring and control capability the prap�rtyaf the Mchilect Pumistim fa use af this documeni is linited I the design . Lighting will be designed in cony�nction with the Architect and the IESNA Section 7- 6.5. 2; The following function shall be actuated by the buildings In areas with a grid ceiling, 2' x 4' fluorescent troffers will be used. Parabolic type to interface with City of Vail control system (as required ). and can be extended only by agreement with Odell Architects, P.c., � Handbook. detection and alarm system : a ) Release of hold- open devices for doors or d. Any unusual electric outlets which are specified to be supplied by the luminoires will be used in areas that will have �deo Display Terminals. 2 x 4 3. Building ventilation and cooling will be provided through a single air indoor I other opening protective. b) Stairwell or elevator shaft pressurization , c) electrical contractor shall be specified to be provided with cord caps to luminaires will be used in hallways, handling unit consisting of a supply fan , filters, direct evaporative cooling h , Snow- melt will operate on manufacturer recommended controls. A. Codes and Standards Smoke management or smoke controi systems, and initiate emergency match plug. Outfets shall conform to IV�MA configurations. In areas with no ceiling, pendant mounted fluorescent luminaires with 1 , 2, 3 lamps media, and a heoting coil . The conditioned air will be ducted from the oir lighting control . d) Unlocking of doors. will be used in conjunction with incandescent accent lighting . handling unit to the occupied spaces. 1 . International Building Code (IBC) 2000 Section 7- 6.5. 3: The system shall recall the elevator, when detection for e. Use specification grade devices with brass grounding system . Some indirect lights, downlights, and wall washers will be used to enhance the this purpose comes only from etevator lobby or associated Elevotor lighting design . 4. The air handling unit will make use of direct evaporative cooling rather than . 2. National Electrical Code ( NEC) 1999 Equipment Room detectors. f. l) se key switches in all public areas (hpllways, etc. ) . Exit signs will be LED type with battery back-up, powered by normal power. refrigerated cooling. The cool and dry weother conditions in Vail make Section 7-6.5.4: Auxiliary fire alarm relays shall : a) Shut down elevator Emergency power for exit signs end egress lighting will be provided by battery evaporative cooling particularly effective. It also allows cooling to be provided 3. National Fire Protection Association (NFPA) prior to sprinkler operation by use of thermal detectors in the elevator shaft g. Boxes shall be field painted various colors per system, packs. Various luminaires throughout will contain battery packs. at a much lower operating cost compared to electrically driven refrigerated and equipment room . b ) Shut down air ventilating equipment, cooling. The primary difference between the two systems will be that the a . NFPA 13, Standard for lnstalfotion of Sprinkler Systems 1996 Edition . Section 26 - 3. 4. ; A fire alarm system in accordance with Section 7 - fi shali 6 . Panelboards : 3. Receptacles humidity level in the space will be higher with evoporative cooling. be provided where occupancy is subject to 50 or more occupants above or b . NFPA 72, National Fire Alarm Code 1996 Edition . below the level of exit discharge or the occupancy is subject to 300 or more a . Lighting and Power panels will be designed to provide minimum of 20 General purpose wall receptacles will be used. Spoces as required by the function B . Codes, Standards, and Statutes total occupants. percent spare capacity and spare breaker space. of the room and per program plan requirements. c, NFPA 101 , Code for Safety to Life from Fire in Buildings and Structures Section 26 - 3. 4. 2: Fire alarm system shall be initiated by a) manual means, General purpose wall receptacles will be provided in mechanical rooms and 1 . International Building Code {IBC) 2000 PLUMBING ,�ND FIRE PROTECTION DESIGN NARRATIVE 1997 Edition b) automatic detection, c) automatic sprinkler system . b. Panel covers shal4 be factory painted with low gloss ename{ (not flat wall e{ectrical rooms. Weather proof GFCI receptacle will be provided within 25 feet of , Section 26 - 3. 4. 3. 1 : �lotification is required during all times the building is paint) suitable for metal. Field painting will not be permitted. HVAC equipment located on roof. 2. Intemational Mechanical Code (IMC) 2000 A. Plumbinq for the Pavilion will include domestic cold and hot water as well as sanitary d. NFPA 90A, Air Conditioning and Ventiloting Systems 1996 Edition . occupied. The required fire alar� system shall sound a geneFal audible pedicated and special outlets as dictated by specific requirements will be provided. waste and vent to all plurnbing fixtures. alarm throughout the building, or sound _,an audible alarm in a continuously 7. Motors, Starters and protection 3. International Plumbing Code (IPC) 2000 4, Americans with Disabilities Act (ADA) 1991 , Standards attended location for purposes of initiating emergency action. 4, Electrical Raceways and �ring Public restrooms will be provided with fixtures that meet the requirements of the ADA. a. Electrical contractor will supply and install all thermal overload switches 4. International Fire Code (IFC) 2000 Watl mounted water closets are recommended for ease of cleaninq fixtures and floors. 5. Illuminating Engineering Society of North America (IESNA) 1999 , Reference b . NFPA 13 and disconnect switches. a. Conduits will be rigid metallic conduit in exterior areas or �n other areas _ Wall hydrants will be strategically located around the perimeter of the building and in Manuals Section 2- 9. 1 : Flow water from spcinkler shall result in an audible alarm . subject to damage/abuse and for conduit sizes larger than 2 , Conduits 5. International Energy Conservation Code (IECC) 2000 each public restroom. Hot water will be generated by a gas fired storage type water b. For motors �LO horsepower (HP) and Iqrger, devices to protect the motor buried beiow grade will be rigid metallic conduit or Schedute 40 PVC. heater. Hot water circufation will not be required. Natural gas wiil be distributed to gas B. Electrical Code Analysis c. NFPA 72 against loss of phase (single phasing protection ) shall be provided. Devices Conduits in all other areas will b� electrical metallic tubing. Conduits 6. National Fire Protection Association (NFPA), Life Safety Code and Standards fired mechdnical equipment and the domestic water heater, Section 1 - 5. 2. 6 : The secondary power supply for emergency to meet this requirements shall be of the current sensing type. concealed in concrete � will be PVC coated rigid metallic conduit or 1 . Building Occupancy communication service shall be capable of operating the system under Schedule 40 PVC. a. NFPA 90A Installation of Air Conditioning and Ventilation Systems The facility will be protected by a fully automatic sprinkler system. maximum normal load for 24 hours and then capable of operating the 8. Lighting � 1996 Edition. a . IBC system during a fire or other emergency cond'+tion for a period of 2 hours. b. Thermoptastic insulated wire shal! be types THW, THHN , THWN rated for B. Codes, Standards, and Statutes Section A3 occupancies. Fifteen minutes of evacuation alarm operation at maximum connected load a . Source: Illuminating Engineering Society 600 volts. Rubber insulated building wire shall be types RH, RHW, RHH , b. NFPA 101 Life Safety Code shall be considered the equivalent of 2 hours of emergency operation. The intensity design level of the lights is determined in accordance with the ' XHHW rated for 60Q volts. Conductor material shall be strand copper for 1 , International Building Code (IBC) 2000 2. Exit (Egress) Lighting: recommendation of the Illuminating Engineering Society standards. sizes #8 AWG and lorger. Conductors smaller than #8 AWG shall be solid 7. American Disabilities Act (ADA) 1991 , Standards Section 5- 1 . 4.3: Detectors shall be requi�ed underneoth open loading docks General average maintained illumination criteria will be used to design copper. 2. Internotional Mechanical Code (IMC) 2000 � a. NFPA 101 or platforms and their covers, and for accessible underfloor spaces of lighting system is as follows: 8. American Society of Heating Refrigeration and Air Conditioning (ASHRAE) Section 5-8. 1 . 1 : Egress illumination shall be provided for exit access building without basements. The exception to this, by the authority having c. Circuits supplying power to lights with electronic ballast and data standards: 3. International Plumbing Code (IPC) 2000 � including designated stairs, aisles, corridors, ramps, and passageways jurisdiction , when a ) the space contains no equipment such as steam pipes, processing or similar equipment shall have a full sized neutral for each leading to an exit. e{ ectrical wiring, shafting, or conveyors, b) the floor over the space is tight, single phase circuit. a. ASHRAE 90.1 - 1989 Energy Efficient Design of New Buildings 4. International Fire Code (4FC) 2000 �� Section 5-8. 1 . 2: Illumination shall be continuous during the period required c) no flammable liquids are handled or stored on the floor above, SPACE LIGHT INTENSITY for egress, pnd shall maintain the specified illuminance. Section 5- 3. 6. 1 . (1 ): The installation of smoke detectors shall tqke into d. Products Not Permitted : 9, Other standards: ASME, ANSI, ASTM, SMACNA, NEMA, AMCA, NIH, ARI , 5. International Energy Conservation Code ( IECC) 2000 � Section 5-8. 1 . 3: The floors of the sgress path shall be completely consideration the ran,ge of environmental conditions present. Smoke Non - Metallic Cable (type NM or NM - C) OSHA. � illuminated to not less than 1 footcandle. detectors shall be intended for installation in areas where the normal Metal - Clad Cable (type AC or MC) 6. National Fire Protection Association (NFPA), Life Safety Code and Standards Section 5- 8. 1 .4: The failure of any single lighting unit shall not leave any ambient conditions are not likely to exceed the following: a) A Co�ridors 15 footcandles on the floor 10. Colorado Boiler and Pressure Vessel Code �"�"'� � area in darkness. temperature of 100 degrees Fahrenheit, or fall below 32 degrees; or b) A e. Wall switches shall be 120/277 volt, specification grade, 20 ampere, quick - a. NFPA 1 �1 Life Safety Code �,�� A Section 5-8, 2. 1 : The power source of illumination shall be reasonably relative humidity of 93 percent; or c) An air velocity of 300 fpm . make, quick - break toggle type. They shall comply with Federal C. Heating Ventilating and Air Conditioning (HVAC) Code Analysis ,�,� .� reliabie. Section 6- 3. 2.1 . Audible signals intended for operation public areas shall Specifications. Switches in mechanical rooms, electrical rooms, and other 7. American Disabilities Act (ADA) 1991 , Stondards � � Section 5- 8. 2. 2: Battery powered and portable lights may not be the have a sound level of not less than 75 dBA at 10 feet. Commons 2a footcandles on the floor such places shall have an illuminated handle. Switches in public areas 1 . Building ventilation � �,,,�� primary source of illumination for egress lighting. ( hallways) shall be key operated type. 8. Colorado Cross Contamination Control Manual . � O Section 26 - 2.8 : Exit (egress) illumination is required for the building with Section 6- 3. 3. 1 : Audible signals intended for operation in private areas a. IMC 2040: � business occupancy. shall have a sound level of not less than 45 dBA at 10 feet. f. Duplex receptacles shall be specification grpde grounding type, 20 ampere Outdoor air ventilation air fiows: 9, State of Colorado Water Conservation Act (1991 ). O Individual Offlce Spaces 50 foot candles at desk height. rninimum. They shall comply with Federal Specifications. Receptacles Office areas: 20 CFM/person, Auditoriums: 15 CFM /person , conference � Q 3. Exit Signs d. ADA shall be mounted vertically with ground connection on top. rooms: 20 CFM/person, toilet rooms: 50 CFM /urinal or toilet, lockers: C. Plumbing and Fire Protection Code Analysis � � � Section 4. 28. 2: Audible emergency alarms shall produce a sound that 0. 5 CFM/SQF, corridors: 0. 1 CFM/SQF. Toilet rooms and similar a . NFPA 101 exceeds the prevailing equivaient sound levet in the room or space by at 5. Dry - Type Transformer exhaust areas may use air from other parts of the building . 1 . Fire Protection - Pavilion � Section 5- 10. 1 .2: Exits shall be marked by an approved sign readily visible least 15 dBA or exceeds any maximum sound level with a duration of 60 Pavilion Space 50 footcandles at desk height. Outdoor air fraction correction required for most critical area. � � from any direction of exit access. The exception to this is any main door seconds by 5 dBA, whichever is louder. Sound levels for alarms signals Transformers will be factory assembled air cooled, dry- type, totally enclosed, two International Fire Code (2000 IFC) � which is obviously and cieqrly identifiable as an exit. shall not exceed 120 dBA. winding type; 80 C rise, and have 2- 1 /2� taps ( two above, two below normal). 2. Energy Section 903, Automatic sprinkler systems, 903. 2. 1 . 3 Group A- 3 occupancies. � Section 5- 10. 1 . 4: Access to exits shall be marked by approved signs readily Section 4. 28. 1 : Visual signal appliances shall be provided in restrooms, Insulation materials shall be class H or better and shall comply with NEMA ST20 This facility does not contoin the conditions necessary to mandate a sprinkler � � � visible whenever the exit or path is not readi{y opparent to the occupant. meeting rooms, hallways, lobbies, and any other areas of comman or Restroom Spaces 25 footcdndles on the floor standards. a. {ECC 2000: system be provided. However, these are minimum requirements. An automatic No oint in the exit access shall be more than 100 feet from the nearest general use. Maximum sound levels shall be as follows: 15 to 50 kVA - 45d6, 51 to 150 kVA Basic requirements for envelope, HVAC systems, equipment and energy sprinkler system will be installed to provide additionol coverage to life and � visible si n . Section 4. 28. 3: Visudl alarm si nal a liances shall be xenon strobe t e - 50dB 151 to 300 kVA - 55dB 301 to 500 kVA - 60dB. mana ement ro ert . � 9 9 PP YP , � 9 P P Y Q � Section 5- 10. 1 .6: No bright sources may be near the line of vision to the or equivalent, color shall be clear or nominally white, maximum pulse � required signs which might detract attention from these signs. duration shall be two tenths of one second with a maximum duty cycle of Storage 25 footcdndles on the floor 6. Disconnects and Motor Starters D. HVAC Design Criteria 2. Parking Garage Section 5- 10. 2. 1 : Every required sign shall have the word EXIT, or other 40 percent, intensity shall be a minimum of 75 candela, and flash rate shall - appropriate wording, in plainly legible letters not less than 6'� high with be between 1 and 3 Hz. The applionce shall be placed 80" above the a. Motor and circuit disconnects shall be 100 percent duty rated, type "HD " 1 . Design Outdoor Air (based on ASHRAE data for Vail, Colorado) International Building Code ( 2000 IBC). principal strokes not less than 3/4 inch wide, For the word EXIT, the highest floor level within the space or 6 below the ceiling whichever is with quick-make, quick- break operation, horsepower rated for loads served. Section 90�.2. 11 , Group S- 2. � fetters E, X, and T shall be not less than 2 m width , ond the minimum lower. In generai , no place in the room or space requirinq a visuaf Mechonical , Electricof Spoces 30 footcandles on the f{oor Switches shali be fusible or non -fusible as indicated on the drawings. a . Cooling dry bu1b: 82 F An automatic sprinkler system moy be required in the parking garage. The �nal spacing between letters in 3/8 inch. appliance shall be more than 50 feet away from the signal . Switches shall have an external handle with a switch on position override b. Cooling wet bulb: 56 F, layout and IBC classificotion will determine the need. � Section 5- 10. 3. 2: Internally illuminated signs have visibility equal to an screw. The handle shall be lockable in the off position , also lockable in on c. Heating: - 20 F external illuminated exit sign illuminated to 5 footcandles, with contrast e. NEC position when accessible to the public. d , Wet bulb for cooling tower selection: 60 F. C. pescription of Plumbing and Fire Protection Systems ratio not less thon 0. 5 footcandles. Section 700- 12,(a): Fire alarm equipment with batteries as source of power Parking 2 foot candles on the pavernent e. 8000 ft. elevotion . Section 5- 10. 3, 3: Every sign shall be uniformly iAuminated, for emergency power shal! have botteries with suitable rating and capacity b. Manual motor starters shall be Class A horsepower rated with thermal 1 . Storm , Waste, and Yent Systems Section 5- 10. 3, 4; Every sign shall be illuminated continuously, to supply and mpintain the total load for a period of 1 - 1 /2 hours minimum , overload relay, red pilot light, and toggle operator. 2. Design Indoor Conditions Section 5- 10. 4. 1 . 1 : Every sign shall hove directional indicators showing without the voltage applied to the load falling below 87- 1 /2 percent of Piping system will be cast iron no- hub above slab and cast iron bell and spigot � direction of egress. normal . Site 1 footcandle on pathway 7. Fire Alarm and Detection Systems a. Cooling: 78 F. under slab . The Fire Alarm System shall be provided to comply with current code b. Heating: 72 F, Section 5- 10. 4. 1 . 2: The directional indicator shall be located outside of the 7, Smoke Control requirements, as well as the Americans with Disabilities Act (ADA). The Fire c. Occupancy = 250 people. 2. Dornestic Water System EXIT legend not less than 3/8 inch from any letter and either integrol or Alarm Control Panel will be a Simplex 4020 with new devices and new detectors. d. Ventilation : 15 CFM outside air per person. separated from the sign body. Directional indicators shall be chevron type a. NFPA 90A The new system will be designed for limited detection of the new construction. The The domestic water system above grade will be type L copper with wrought copper and sho�f be identifioble at a minimum distance of 100 feet for a11 Section 4-3.1 : Smoke dampers shol{ be controlled by an automutic alarm new system shall be able to alarm and annunciate IocaNy, as well as send signal to E. Description of HVAC Systems �ttings. Below s{ab and grade, Type K annealed copper (no joints). illumination conditions, The direction indicator shall not be located at the initiating device, the campus central station . Voice and strobe devices shall be used for audio and end of the sign opposite the indicated direction. Section 4- 4. 2 ; Duct smoke detectors shall be located : a) Downstream of 9. Exit Lights visual onnunciation . Manual pull stations, smoke detection systems, detection in 1 . Heating 3. Fire Protection air filters for over 2, 000 CFM . b) At each story, prior to each return ond mechanical and electrical, and in all storage rooms, janitors closets, the auditorium , b. NEC prior to outdoor air connection , for over 15, 000 CFM . a. Exit light hardware shall use Light Emitting Diodes (LED ) as their source and other hazardous areas will be provided. Duct detectors shall be installed in the a. The primary source of heot for the building will be a radiant hot water A wet pipe sprinkler system will be utilized to provide coverage to all areas within Section 700- 12: Current supply shall be such that in the event of fuilure of Section 4- 4. 3: Smoke detectors as required shall automatically stop their of illumination. supPly ducts of air handling units over 2000 CFM, and supply and return ducts of heating system installed in the building floor slab. The system will the building. The need for sprinkler protection at the exterior areas covered by the DRAWN BY: �.ST � the normal supply to, or within the building, exit signs illumination will be respective fan(s) upon detecting the presence of smoke. air handling units over 15000 CFM. Relays will be used to capture elevators and consist of a series of serpentine plastic tubing installed in the walkways. building roof will be investigated. If required , a dry pipe automatic sprinkler J available within the time required for the application , but shall not exceed Section 4- 4. 4. 2: The smoke detectors shall be connected to the 10. Fire Alarm System shut down air handling units. Fire dampers will be controlled by fire alarm and A heating water solution will be circulated through the tubing to heat system would be provided. Piping will be schedule 40 and schedule 10 steel with CH�q(ED BY: _J 10 seconds. Batteries or an emecgency generator are allowable forms of protective signofing system so that the activation of any air distribution detection system . the walkways and melt the snow. victaulic fittings. System shall meet olf the requirements of NFPA 13 and state and power. Batteries shall have suitable rating and capacity to supply and system smoke detector wifl cause a supervisory signal to be indicated at a. 24 volt DC, analog addressable type. local codes. R���� maintain the total load for a period of 1 -1 /2 hours minimum , without the a constantly attended location , or will cause an alarm signal . 8. Telecommunication Systems b . There will be 8000 SF (minimum) to 20, 000 SF (maximum ) of hydronic voltage applied to the load falling below 87- 1 /2 percent of normal . b. Indicating Device Circuits (IDC), Signaling Line Circuits ( SLC), and in - slab snow-melt for the exterior walkways. The system is similar to No. Desaiption Date 8. Electrical Systems Noti�cation Appliance Circuits (NAC) associated with the fire alarm Wireways will be installed for wire management. Telephone room will have 3/4" the radiant heating system described above. 4. Eme�ges�cy Lighting: system shall have Class A? performance characteristics as described in thick plywood backboard painted matte white. 4" Schedule 44 co�duit shall be a. NEC NFPA 72, Tables 3-5. 1 , 3- 6. 1 and 3-7. 1 respectively. installed for telephone service entrance. Conduit shall stub into Telephone Room c. Two (or more) manifolded gas- fired hot water boilers will provide heat Q a. NFPA 101 Electrical systems shall be installed per the Electrical Code, NFPA 70 and run underground to a point 15 feet outside the building perimeter, Stubbed -up to the hydronic heating systems ( both building heating and snowmelt � Section 5- 9 . 1 . 1 : Emergency lighting shall be provided at designated stairs, (Electrical system will be designed and instalied as per National Electric c. Fan Control: As required by NFPA, duct smoke detectors shall be and capped. Pull - cord shatl be installed for use by others. system). � aisles, corridors, and passageways leading to an exit. Code, 1999). positioned to shut down all air handling units and fans in excess of 2000 Q � � Section 5- 9 , 1 . 2: Where maintenance of illumination requires changing cfm . 9. Energy Management Systems d . The hydronic heating system will be composed of a 50� propylene - - � power sources, there shall be no appreciable interruption during the 9 . Electrical / Machine Rooms glycol /509� water solution for freeze protection . � changeover. For emergency generator systems, 4 delay of up to 1Q seconds d. All wiring sholl use a cable having a minimum of ( 4) four No. 16 AWG An Energy Management system will be provided under the mechanical division Q � is allowoble. a. N�PA 13 {nstallotion of Sprinkler System solid copper wires with THHN insu{ation or equivalent. Wiring shall be and conduit provided by this Division. e. Supplemental heat for the building wi44 be provided by a hydronic '� Section 5-9. 2. 1 : The emergency illumination shall be provided for a period Section 1 - 6. 1 : A building, where protected by an automatic sprinkler shielded except for systems that specificplly indicate otherwise. heating coil located in the central air handling unit. See below. Q � � � of 90 minutes following failure of the normal lighting system . Emergency system installation , shall be provided with sprinklers in all areas. N 10 Lightning Protection �-� lighting shall provide initial illumination no less than 1 footcandle ave 'roge Exception : Where specific sections of this standard permit the omissions e. All wiring shall meet NEC standards and be routed in EMT conduit 3/4 or f. The 3 hydronic heating loops: Snow- melt, in - floor radiant, and AHU . �_� and minimum at any point of 0. 1 footcandles measured along the path of of sprinklers. larger. A lightning protection system will be provided. heating coil , will each be a separate de- coupled hydronic loop from the _� �_ egress at the floor level . Illumination may decline to 60% of the initial by Section 4- 13.10 : Sprinkler protection shall be required in electrical primary boiler heating loop . This will allow each system to operate ' the end of the 90 minute period. The uniformity ratio for the maximum - to- equipment rooms. Hoods or shields installed to protect important electrical f. Signaling Devices: Photo- electric smoke detectors shall be the standard. independently, at its own required heating temperature. ISSUE RECORa minimum illuminance shall not exceed 40: 1 . equipment from sprinkler discharge shall be noncombustible. _ Section 5-9- 2. 2: The emergency lighting shafl be automatically provided Exception : Sprinklers shall not be required where all of the following 11 . Telecommunications and Voice Data Systems 2. Ventilation and Cooling: No. Desaiption Oate � following failure of the normal lighting system for whatever reason . conditions are met: Section 5- 9. 2. 3: Emergency generators shall meet the requirement of NFPA a . The room is dedicated to electrical equipment only. a. Double gang junction boxes with empty _' conduit and pull cord to move a . A central air- handling unit will provide the code- required ventilation � 110, Ernergency and Standby Power Systems. b. Only dry- type electrical equipment is used. accessible ceiling shall be provided at all voice/data locations. Devices and (outside air) air to the building. During normal operation , 1009� outside 1 Phase 1A Sitewak Ol Dec 00 Section 5- 9. 2. 4: Battery- operated emergency lights shall use only reliable c. Equipment is installed in a 2 hour fire rated enclosure including wiring to be provided by others. air will be delivered to the space at room temperature. rechargeable batteries provided with suitable means of maintaining the protectian for penetrations. 2 Schematic Qesi� Padcage 15 Dec 00 charge, and shall be opproved for their yse and comply with the NEC. d , No combustible storage is permitted to be stored in the room , 12. Products Not Permitted ; b. The central air- handling unit will have o hydronic heating coil to warm Section 5- 9, 2. 5: The emergency lighting system shall either be the ventilation air to room temperature during no�mal operation . - - continuously in operation or capable of repeated automatic operation with C. Design Criteria a . Non-Metallic Cable (type NM or NM - C) no manual ihtervention. c. The central air- handling unit will boost the ventilation air temperature Section 26 - 2.9. 1 : Emergency lighting is required in a building if the 1 . Power Sources b . Metal - Clad Cable (type AC or MC) above room temperature as needed to provide supplemental heat to the occupancy is subject to 50 or more occupants above or below the I�vel of building when the hydronic in - floor radiant system cannot meet the exit discharge or the occupancy is subject to 300 or more total occupants. a. Primary : 13. 720 kV Delta D . Description of Electrical Systems heating load . b. NEC b . Secondary, �80/277 V Wye Section 70Q-12: Current supply shall be such that, in the event of failure of LOAD TYPE KVA d . The central air- handling unit will have a direct evaporative media - the normal supply to, or within the building, emergency lighting will be 2. Underground Electrical Services section to provide evaporative cooling in the summer. SHEET CONTENTS: available within the time required for the application but not to exceed 10 Lighting �5 MECHANICAL ELECTRICAL seconds. Unit equipment (bug-eye luminaires) or other emergency lighting a. Provide conduits between building and nearest tunnel or telecommunication e. The central air- handling unit will have a variable frequency drive on the � equipment with batteries as source of power for emergency power shall access hote for data ; EMS, fire alarm , telephone, etc, , - schedule 40 PVC. General Power 45 fan motor to adjust the speed of the fan and provide more or less air, as have batteries with suitable rating and capacity to supply and maintain the required to satisfy the building cooling load. AND PLUMBING SD total load for a period of 1 -1 f2 hours minimum , without the voitage applied b. All conduits entering or exiting any structure befow grade shall be fufl wall Mechanical 180 NARRATIVE to the load falling below 87- 1 /2 percent of normal . galvanized rigid steel . The steel shall extend a minimum of 8 feet out from f. The weather conditions in Vail are such that evaporotive cooling will be the underground structure. Miscellaneous 30 required infrequently. Outdoor ventilation air will provide cooling 5. Accessibifity during many hours o� the cooling season . When evaporative cooling is c. Warning tape shall be buried 6" deep on top of buried electrical and control Site Lighting 20 not required, automatic controls will shut aff the water supply and drain a. ADA wiring. The tape shdll be 3� wide, colored �Ilow and imprinted with the basin . Sectian 4. 2. 5: If clear floor space (for wheelchairs) only allows forward CAUTION : BURIED ELECTRIC LINE BELOW. Spare 70 approach to an object ( switch > rnanual pull station ), then the maximum 3, Miscellaneous high forward reach ollowed shall be 48" . The minimum low forward reach d , All galvanized steel conduits shall be either PVC coated or shall be field Total 420 (receptacles) is 15". coated with an asphalt base compound . a . The toilet rooms will have an exhaust fan . Exhaust fan discharge will be out of a side- wa�l louver. 6. Fire Detection and Alarm System ? 3. Raceway 1 . Power Distribution System b . The kitchen range will have an exhaust hood. Exhaust hood will a. NFPA 101 a, Locate aIV roceways a minimum of 12" from flUes, steam lines, hot water Electrical power wi{I be provided by an 600 amp, 480Y/277 volt, 3 phase, 4 wire discharge outsids through a side- wall louver or vent- cap. Section 7- 6. 1 . 4: A fire alarm system required for life safety shall be lines, etc. main Distribution Center (MDC) via a 500 kVA exterior padmounted transformer installed in accordance with NFPA 72. installed near the northeast corner of the buitding. There will be a high (480Y/277} c. General ventilation air will be relieved from the building through side- Section 7 -6. 2. 1 : Actuation of protective signaling and control system by 4, Wires and Cables voltage distributioh panel , a low ( 208Y/120) voltage distribution panel served vio wall louvers. any or all of the following means of initiation , a) manual means b ) a dry type transformer, and severol panelboards. Various 480Y/277 volt and automatic detection c) extinguishing sy�tem operation . a . Building wire and cable electrical power conductors shall be copper. 208Y/120 volt brtinch circuit panelboards will be located throughout the building 4. Controls Section 7 - 6 . 2. 2: Manual pull stations shall be approved for the par�icular for feeding lighting, receptacles, and miscellaneous small mechanical equipment. PROJECT NO.: 9955 application and shall be used only for fire protective signaling issues. b. Branch Circuits and Color Coding as follows: Distribution Panelboards, branch circuit ppnelboards, and step down transformers a . A room thermostat will modulate the in- floor radiant heat to maintain Section 7 - 6 . 2. 3; Manual pull stations will be located in the natural path of are designed with 20� spare capacity. heating setpoint. escape near each required exit from an area . Conductor Insulqtion Color The maximum number of poles per panelboard shall be 42. Where two section DAiE: 15 December 2000 Section 7 -6 �2. 4: Additional manual pull stations shall be located so that panelboards are required, full capacity sub- feed lugs wifl be used. b . During normal (verltilation - only) mode, a discharge air sensor will be from any part of the building not more than 200 feet horizontal distance on 120/208V 277/480V, used to maintain 70 F discharge air from central AHU. � the same floor shall be traversed in order to reach a manual fire alarm Conductor 3 Phase 3 Phase 2. Lighting DRAWING NO.: station. c. CO2 sensor(s) will be used to modulate the AHU ventilation air quantity I� Section 7- 6. 2. 6: Each manual pull station shall be accessible, unobstructed, Phase A Black Brown The intensity design level of the lights will be as determined in Section C, Design (using the VFD ) to the minimum required for good indoor air quality. � visible, and of the sarne general type. Phase B Red Orange Criteria. Section 7- 6 . 2. 5: VJhere a sprinkler system provides automatic detection and Phase C Blue Yellow Pavilion space shall utilize multiple systems to allow for various functions �or the d. ln cooling mode, the VFD will increase the AHU airflow quantity to alarm system initiation, it shall be provided with an approved alprm Neutral White Gray space, including, but not limited to, quartz, fluorescent, cold cathode, and theatrical meet space cooling requirements. This will override the CO2 sensor initiation device that will operate upon flow of water. Ground Green Green lighting systems. Controls for the Pavilion shall consist of a small dimming reset. Section 7- 6 . 3. 4: Notification signala for occupants to evacuate the building package with remote mounted wall stations. shall be by audible and visible signals. All fluorescent lighting will utilize T8, 3500 degree K color temperature, 82 or 1� L - � - -�